














                                  SURVEY CONTROL DATA
                                
                             STATE=RI
                             [OCTOBER  9, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0312 ***********************************************************************
 LW0312  DESIGNATION -  1
 LW0312  PID         -  LW0312
 LW0312  STATE/COUNTY-  RI/PROVIDENCE
 LW0312  USGS QUAD   -  PAWTUCKET (1975)
 LW0312
 LW0312                         *CURRENT SURVEY CONTROL
 LW0312  ___________________________________________________________________
 LW0312* NAD 83(1986)-  41 55 03.     (N)    071 23 43.     (W)     SCALED    
 LW0312* NAVD 88     -        56.809  (meters)     186.38   (feet)  ADJUSTED  
 LW0312  ___________________________________________________________________
 LW0312  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LW0312  DYNAMIC HT  -          56.792 (meters)     186.33  (feet)  COMP
 LW0312  MODELED GRAV-     980,327.8   (mgal)                       NAVD 88
 LW0312
 LW0312  VERT ORDER  -  SECOND    CLASS 0
 LW0312
 LW0312.The horizontal coordinates were scaled from a topographic map and have
 LW0312.an estimated accuracy of +/- 6 seconds.
 LW0312
 LW0312.The orthometric height was determined by differential leveling
 LW0312.and adjusted by the National Geodetic Survey in June 1991..
 LW0312
 LW0312.The geoid height was determined by GEOID03.
 LW0312
 LW0312.The dynamic height is computed by dividing the NAVD 88
 LW0312.geopotential number by the normal gravity value computed on the
 LW0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0312.degrees latitude (g = 980.6199 gals.).
 LW0312
 LW0312.The modeled gravity was interpolated from observed gravity values.
 LW0312
 LW0312;                    North         East    Units  Estimated Accuracy
 LW0312;SPC RI       -    92,650.      108,690.      MT  (+/- 180 meters Scaled)
 LW0312
 LW0312                          SUPERSEDED SURVEY CONTROL
 LW0312
 LW0312  NGVD 29 (??/??/92)   57.049  (m)          187.17   (f) ADJ UNCH    2 0
 LW0312
 LW0312.Superseded values are not recommended for survey control.
 LW0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0312.See file dsdata.txt to determine how the superseded data were derived.
 LW0312
 LW0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG013433(NAD 83)
 LW0312_MARKER: DD = SURVEY DISK
 LW0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0312_STAMPING: 1
 LW0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0312+STABILITY: SURFACE MOTION
 LW0312
 LW0312  HISTORY     - Date     Condition        Report By
 LW0312  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0312  HISTORY     - 1969     GOOD             NGS
 LW0312
 LW0312                          STATION DESCRIPTION
 LW0312
 LW0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0312'AT CUMBERLAND.
 LW0312'AT CUMBERLAND, ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 114 FROM
 LW0312'THE TOWN HALL, 25 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 LW0312'OF HIGH AND BLACKSTONE STREET, 20 FEET EAST OF THE CENTER LINE
 LW0312'OF HIGH STREET, 14 FEET SOUTH OF THE EXTENDED CENTER LIEN OF
 LW0312'BLACKSTONE STREET, 9 1/2 FEET NORTHEAST OF POWER LINE BRACE POLE
 LW0312'NO. 67-1, 6 FEET SOUTH OF THE CENTER LINE OF A NARROW GRAVELED
 LW0312'DRIVEWAY, 2.8 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER, ABOUT
 LW0312'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW0312'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE
 LW0312'POST IS SLIGHTLY CHIPPED.  PROBABLY BY A MOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0240 ***********************************************************************
 LW0240  DESIGNATION -  1 B USE
 LW0240  PID         -  LW0240
 LW0240  STATE/COUNTY-  RI/NEWPORT
 LW0240  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0240
 LW0240                         *CURRENT SURVEY CONTROL
 LW0240  ___________________________________________________________________
 LW0240* NAD 83(1986)-  41 35 12.     (N)    071 17 06.     (W)     SCALED    
 LW0240* NAVD 88     -         1.771  (meters)       5.81   (feet)  ADJUSTED  
 LW0240  ___________________________________________________________________
 LW0240  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW0240  DYNAMIC HT  -           1.770 (meters)       5.81  (feet)  COMP
 LW0240  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 LW0240
 LW0240  VERT ORDER  -  SECOND    CLASS 0
 LW0240
 LW0240.The horizontal coordinates were scaled from a topographic map and have
 LW0240.an estimated accuracy of +/- 6 seconds.
 LW0240
 LW0240.The orthometric height was determined by differential leveling
 LW0240.and adjusted by the National Geodetic Survey in June 1991..
 LW0240
 LW0240.The geoid height was determined by GEOID03.
 LW0240
 LW0240.The dynamic height is computed by dividing the NAVD 88
 LW0240.geopotential number by the normal gravity value computed on the
 LW0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0240.degrees latitude (g = 980.6199 gals.).
 LW0240
 LW0240.The modeled gravity was interpolated from observed gravity values.
 LW0240
 LW0240;                    North         East    Units  Estimated Accuracy
 LW0240;SPC RI       -    55,920.      117,930.      MT  (+/- 180 meters Scaled)
 LW0240
 LW0240                          SUPERSEDED SURVEY CONTROL
 LW0240
 LW0240  NGVD 29 (??/??/92)    2.035  (m)            6.68   (f) ADJ UNCH    2 0
 LW0240
 LW0240.Superseded values are not recommended for survey control.
 LW0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0240.See file dsdata.txt to determine how the superseded data were derived.
 LW0240
 LW0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG095064(NAD 83)
 LW0240_MARKER: B = BOLT
 LW0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0240_SP_SET: CONCRETE BULKHEAD
 LW0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0240
 LW0240  HISTORY     - Date     Condition        Report By
 LW0240  HISTORY     - UNK      MONUMENTED       DOD
 LW0240  HISTORY     - 1969     GOOD             NGS
 LW0240
 LW0240                          STATION DESCRIPTION
 LW0240
 LW0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0240'AT MELVILLE NAVAL BASE.
 LW0240'AT MELVILLE NAVAL BASE, NEWPORT, RHODE ISLAND, MELVILLE AREA
 LW0240'NO. 1, ON THE WEST SIDE OF A SMALL LAGOON, (SMALL BOAT BASIN),
 LW0240'SET IN THE TOP AND 3.3 FEET SOUTH OF THE NORTH END OF THE CONCRETE
 LW0240'BULKHEAD ON THE WEST SIDE OF THE LAGOON, 570 FEET NORTH OF THE
 LW0240'CENTER LINE OF BRADFORD AVENUE, 450 FEET NORTH OF THE NORTH
 LW0240'CORNER OF BUILDING NO. 57, 33 FEET EAST OF THE CENTER LINE OF THE
 LW0240'ROAD ON THE WEST SIDE OF THE LAGOON AND LEVEL WITH THE ROAD.
 LW0240'NOTE-- MELVILLE NAVAL BASE, MELVILLE AREA NO. 1 IS ABOUT 7 1/2
 LW0240'MILES NORTH OF NEWPORT, R.I. AND 1 MILE WEST OF STATE HIGHWAY 114.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0815 ***********************************************************************
 LW0815  DESIGNATION -  1 M
 LW0815  PID         -  LW0815
 LW0815  STATE/COUNTY-  RI/WASHINGTON
 LW0815  USGS QUAD   -  WATCH HILL (1984)
 LW0815
 LW0815                         *CURRENT SURVEY CONTROL
 LW0815  ___________________________________________________________________
 LW0815* NAD 83(1986)-  41 20 38.     (N)    071 49 21.     (W)     SCALED    
 LW0815* NAVD 88     -         3.590  (meters)      11.78   (feet)  ADJUSTED  
 LW0815  ___________________________________________________________________
 LW0815  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW0815  DYNAMIC HT  -           3.588 (meters)      11.77  (feet)  COMP
 LW0815  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 LW0815
 LW0815  VERT ORDER  -  SECOND    CLASS 0
 LW0815
 LW0815.The horizontal coordinates were scaled from a topographic map and have
 LW0815.an estimated accuracy of +/- 6 seconds.
 LW0815
 LW0815.The orthometric height was determined by differential leveling
 LW0815.and adjusted by the National Geodetic Survey in June 1991..
 LW0815
 LW0815.The geoid height was determined by GEOID03.
 LW0815
 LW0815.The dynamic height is computed by dividing the NAVD 88
 LW0815.geopotential number by the normal gravity value computed on the
 LW0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0815.degrees latitude (g = 980.6199 gals.).
 LW0815
 LW0815.The modeled gravity was interpolated from observed gravity values.
 LW0815
 LW0815;                    North         East    Units  Estimated Accuracy
 LW0815;SPC RI       -    28,990.       73,010.      MT  (+/- 180 meters Scaled)
 LW0815
 LW0815                          SUPERSEDED SURVEY CONTROL
 LW0815
 LW0815  NGVD 29 (??/??/92)    3.879  (m)           12.73   (f) ADJ UNCH    2 0
 LW0815
 LW0815.Superseded values are not recommended for survey control.
 LW0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0815.See file dsdata.txt to determine how the superseded data were derived.
 LW0815
 LW0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF638807(NAD 83)
 LW0815_MARKER: DD = SURVEY DISK
 LW0815_SETTING: 80 = SET IN A BOULDER
 LW0815_SP_SET: BOULDER
 LW0815_STAMPING: 1 M 13 1941
 LW0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0815+STABILITY: SURFACE MOTION
 LW0815
 LW0815  HISTORY     - Date     Condition        Report By
 LW0815  HISTORY     - 1941     MONUMENTED       USGS
 LW0815  HISTORY     - 1943     GOOD             NGS
 LW0815  HISTORY     - 1989     GOOD             USPSQD
 LW0815  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0815  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW0815
 LW0815                          STATION DESCRIPTION
 LW0815
 LW0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0815'2.8 MI NE FROM WATCH HILL.
 LW0815'2.8 MILES NORTHEAST ALONG WESTERLY ROAD FROM THE POST OFFICE
 LW0815'AT WATCH HILL, WASHINGTON COUNTY, 1.1 MILES FROM BENCH MARK
 LW0815'1 M (U.S.G.S.) DESCRIBED ABOVE, 110 FEET EAST-SOUTHEAST OF AN
 LW0815'HISTORICAL MARKER, 63 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LW0815'4 FEET WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 LW0815'OF A BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LW0815'STAMPED 1 M 13 1941.
 LW0815
 LW0815                          STATION RECOVERY (1989)
 LW0815
 LW0815'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0815'RECOVERED IN GOOD CONDITION.
 LW0815
 LW0815                          STATION RECOVERY (1989)
 LW0815
 LW0815'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0815'MARK NOT FOUND.
 LW0815
 LW0815                          STATION RECOVERY (1990)
 LW0815
 LW0815'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0619 ***********************************************************************
 LW0619  DESIGNATION -  1 USE
 LW0619  PID         -  LW0619
 LW0619  STATE/COUNTY-  RI/NEWPORT
 LW0619  USGS QUAD   -  SAKONNET POINT (1970)
 LW0619
 LW0619                         *CURRENT SURVEY CONTROL
 LW0619  ___________________________________________________________________
 LW0619* NAD 83(1986)-  41 27 35.     (N)    071 11 19.     (W)     SCALED    
 LW0619* NAVD 88     -         7.687  (meters)      25.22   (feet)  ADJUSTED  
 LW0619  ___________________________________________________________________
 LW0619  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW0619  DYNAMIC HT  -           7.684 (meters)      25.21  (feet)  COMP
 LW0619  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 LW0619
 LW0619  VERT ORDER  -  SECOND    CLASS 0
 LW0619
 LW0619.The horizontal coordinates were scaled from a topographic map and have
 LW0619.an estimated accuracy of +/- 6 seconds.
 LW0619
 LW0619.The orthometric height was determined by differential leveling
 LW0619.and adjusted by the National Geodetic Survey in June 1991..
 LW0619
 LW0619.The geoid height was determined by GEOID03.
 LW0619
 LW0619.The dynamic height is computed by dividing the NAVD 88
 LW0619.geopotential number by the normal gravity value computed on the
 LW0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0619.degrees latitude (g = 980.6199 gals.).
 LW0619
 LW0619.The modeled gravity was interpolated from observed gravity values.
 LW0619
 LW0619;                    North         East    Units  Estimated Accuracy
 LW0619;SPC RI       -    41,850.      126,020.      MT  (+/- 180 meters Scaled)
 LW0619
 LW0619                          SUPERSEDED SURVEY CONTROL
 LW0619
 LW0619  NGVD 29 (??/??/92)    7.912  (m)           25.96   (f) ADJ UNCH    2 0
 LW0619
 LW0619.Superseded values are not recommended for survey control.
 LW0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0619.See file dsdata.txt to determine how the superseded data were derived.
 LW0619
 LW0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF172921(NAD 83)
 LW0619_MARKER: DD = SURVEY DISK
 LW0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0619+STABILITY: SURFACE MOTION
 LW0619
 LW0619  HISTORY     - Date     Condition        Report By
 LW0619  HISTORY     - UNK      MONUMENTED       DOD
 LW0619  HISTORY     - 1943     GOOD             NGS
 LW0619
 LW0619                          STATION DESCRIPTION
 LW0619
 LW0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0619'AT SAKONNET POINT.
 LW0619'AT SAKONNET POINT, NEWPORT COUNTY, NEAR BATTERY 212 AT A ROAD
 LW0619'INTERSECTION, IN THE NORTHEAST QUARTER OF THE INTERSECTION, 21
 LW0619'FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 18 FEET
 LW0619'EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, AND 12 FEET
 LW0619'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST EXCHANGE
 LW0619'BUILDING.  A U.S.E. DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0582 ***********************************************************************
 LW0582  DESIGNATION -  1 USE
 LW0582  PID         -  LW0582
 LW0582  STATE/COUNTY-  RI/NEWPORT
 LW0582  USGS QUAD   -  NEWPORT (1975)
 LW0582
 LW0582                         *CURRENT SURVEY CONTROL
 LW0582  ___________________________________________________________________
 LW0582* NAD 83(1986)-  41 29 09.     (N)    071 18 54.     (W)     SCALED    
 LW0582* NAVD 88     -         4.532  (meters)      14.87   (feet)  ADJUSTED  
 LW0582  ___________________________________________________________________
 LW0582  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW0582  DYNAMIC HT  -           4.531 (meters)      14.87  (feet)  COMP
 LW0582  MODELED GRAV-     980,295.6   (mgal)                       NAVD 88
 LW0582
 LW0582  VERT ORDER  -  SECOND    CLASS 0
 LW0582
 LW0582.The horizontal coordinates were scaled from a topographic map and have
 LW0582.an estimated accuracy of +/- 6 seconds.
 LW0582
 LW0582.The orthometric height was determined by differential leveling
 LW0582.and adjusted by the National Geodetic Survey in June 1991..
 LW0582
 LW0582.The geoid height was determined by GEOID03.
 LW0582
 LW0582.The dynamic height is computed by dividing the NAVD 88
 LW0582.geopotential number by the normal gravity value computed on the
 LW0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0582.degrees latitude (g = 980.6199 gals.).
 LW0582
 LW0582.The modeled gravity was interpolated from observed gravity values.
 LW0582
 LW0582;                    North         East    Units  Estimated Accuracy
 LW0582;SPC RI       -    44,720.      115,450.      MT  (+/- 180 meters Scaled)
 LW0582
 LW0582                          SUPERSEDED SURVEY CONTROL
 LW0582
 LW0582  NGVD 29 (??/??/92)    4.805  (m)           15.76   (f) ADJ UNCH    2 0
 LW0582
 LW0582.Superseded values are not recommended for survey control.
 LW0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0582.See file dsdata.txt to determine how the superseded data were derived.
 LW0582
 LW0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF067952(NAD 83)
 LW0582_MARKER: DJ = TIDAL STATION DISK
 LW0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0582_SP_SET: STONE FOUNDATION
 LW0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0582
 LW0582  HISTORY     - Date     Condition        Report By
 LW0582  HISTORY     - UNK      MONUMENTED       DOD
 LW0582  HISTORY     - 1969     GOOD             NGS
 LW0582  HISTORY     - 1987     GOOD             USPSQD
 LW0582
 LW0582                          STATION DESCRIPTION
 LW0582
 LW0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0582'AT NEWPORT.
 LW0582'AT NEWPORT, 0.1 MILE NORTH ALONG THAMES STREET FROM THE MAIN POST
 LW0582'OFFICE BUILDING, AT THE JUNCTION OF THAMES AND GREEN STREET,
 LW0582'ON THE TOP OF THE STONE WATER TABLE OR STONE FOUNDATION AT THE
 LW0582'SOUTHWEST CORNER OF A 3-STORIED BUILDING, (ORGANIZE-COOPERATE
 LW0582'IS CUT IN THE STONE OVER THE ARCHED DOOR ON WEST SIDE OF THE
 LW0582'BUILDING), 10 FEET EAST OF THE EAST CURB OF THAMES STREET,
 LW0582'4.5 FEET NORTH OF THE NORTH CURB OF GREEN STREET AND 1.3 FEET
 LW0582'ABOVE THE LEVEL OF THE SIDEWALK.
 LW0582
 LW0582                          STATION RECOVERY (1987)
 LW0582
 LW0582'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1310 ***********************************************************************
 LW1310  DESIGNATION -  100
 LW1310  PID         -  LW1310
 LW1310  STATE/COUNTY-  RI/PROVIDENCE
 LW1310  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1310
 LW1310                         *CURRENT SURVEY CONTROL
 LW1310  ___________________________________________________________________
 LW1310* NAD 83(1986)-  41 52 29.     (N)    071 33 45.     (W)     SCALED    
 LW1310* NAVD 88     -        88.849  (meters)     291.50   (feet)  ADJUSTED  
 LW1310  ___________________________________________________________________
 LW1310  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1310  DYNAMIC HT  -          88.819 (meters)     291.40  (feet)  COMP
 LW1310  MODELED GRAV-     980,286.1   (mgal)                       NAVD 88
 LW1310
 LW1310  VERT ORDER  -  SECOND    CLASS 0
 LW1310
 LW1310.The horizontal coordinates were scaled from a topographic map and have
 LW1310.an estimated accuracy of +/- 6 seconds.
 LW1310
 LW1310.The orthometric height was determined by differential leveling
 LW1310.and adjusted by the National Geodetic Survey in June 1991..
 LW1310
 LW1310.The geoid height was determined by GEOID03.
 LW1310
 LW1310.The dynamic height is computed by dividing the NAVD 88
 LW1310.geopotential number by the normal gravity value computed on the
 LW1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1310.degrees latitude (g = 980.6199 gals.).
 LW1310
 LW1310.The modeled gravity was interpolated from observed gravity values.
 LW1310
 LW1310;                    North         East    Units  Estimated Accuracy
 LW1310;SPC RI       -    87,900.       94,810.      MT  (+/- 180 meters Scaled)
 LW1310
 LW1310                          SUPERSEDED SURVEY CONTROL
 LW1310
 LW1310  NGVD 29 (??/??/92)   89.096  (m)          292.31   (f) ADJ UNCH    2 0
 LW1310
 LW1310.Superseded values are not recommended for survey control.
 LW1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1310.See file dsdata.txt to determine how the superseded data were derived.
 LW1310
 LW1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG873390(NAD 83)
 LW1310_MARKER: DD = SURVEY DISK
 LW1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1310_STAMPING: 100
 LW1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1310+STABILITY: SURFACE MOTION
 LW1310
 LW1310  HISTORY     - Date     Condition        Report By
 LW1310  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1310  HISTORY     - 1969     GOOD             NGS
 LW1310  HISTORY     - 1987     GOOD             USPSQD
 LW1310
 LW1310                          STATION DESCRIPTION
 LW1310
 LW1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1310'0.5 MI W FROM GREENVILLE.
 LW1310'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LW1310'AT GREENVILLE, 37 FEET NORTH OF THE CENTER OF THE JUNCTION OF
 LW1310'ARTHUR STREET, 86 FEET EAST OF THE CENTER LINE OF THE EAST
 LW1310'ENTRANCE DRIVE NORTH TO A THREE-STORIED FRAME HOUSE ON NORTH
 LW1310'SIDE OF THE HIGHWAY, 22 FEET NORTH OF THE CENTER LINE OF THE
 LW1310'WESTBOUND LANE OF THE HIGHWAY, 1 FOOT SOUTH OF A FENCE LINE, ABOUT
 LW1310'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1310'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1310
 LW1310                          STATION RECOVERY (1987)
 LW1310
 LW1310'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1311 ***********************************************************************
 LW1311  DESIGNATION -  101
 LW1311  PID         -  LW1311
 LW1311  STATE/COUNTY-  RI/PROVIDENCE
 LW1311  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1311
 LW1311                         *CURRENT SURVEY CONTROL
 LW1311  ___________________________________________________________________
 LW1311* NAD 83(1986)-  41 52 40.     (N)    071 34 18.     (W)     SCALED    
 LW1311* NAVD 88     -       100.335  (meters)     329.18   (feet)  ADJUSTED  
 LW1311  ___________________________________________________________________
 LW1311  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW1311  DYNAMIC HT  -         100.301 (meters)     329.07  (feet)  COMP
 LW1311  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 LW1311
 LW1311  VERT ORDER  -  SECOND    CLASS 0
 LW1311
 LW1311.The horizontal coordinates were scaled from a topographic map and have
 LW1311.an estimated accuracy of +/- 6 seconds.
 LW1311
 LW1311.The orthometric height was determined by differential leveling
 LW1311.and adjusted by the National Geodetic Survey in June 1991..
 LW1311
 LW1311.The geoid height was determined by GEOID03.
 LW1311
 LW1311.The dynamic height is computed by dividing the NAVD 88
 LW1311.geopotential number by the normal gravity value computed on the
 LW1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1311.degrees latitude (g = 980.6199 gals.).
 LW1311
 LW1311.The modeled gravity was interpolated from observed gravity values.
 LW1311
 LW1311;                    North         East    Units  Estimated Accuracy
 LW1311;SPC RI       -    88,240.       94,050.      MT  (+/- 180 meters Scaled)
 LW1311
 LW1311                          SUPERSEDED SURVEY CONTROL
 LW1311
 LW1311  NGVD 29 (??/??/92)  100.582  (m)          329.99   (f) ADJ UNCH    2 0
 LW1311
 LW1311.Superseded values are not recommended for survey control.
 LW1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1311.See file dsdata.txt to determine how the superseded data were derived.
 LW1311
 LW1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG866394(NAD 83)
 LW1311_MARKER: DD = SURVEY DISK
 LW1311_SETTING: 66 = SET IN ROCK OUTCROP
 LW1311_SP_SET: ROCK LEDGE
 LW1311_STAMPING: 101
 LW1311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1311+STABILITY: POSITION/ELEVATION WELL
 LW1311
 LW1311  HISTORY     - Date     Condition        Report By
 LW1311  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1311  HISTORY     - 1969     GOOD             NGS
 LW1311  HISTORY     - 1987     GOOD             USPSQD
 LW1311
 LW1311                          STATION DESCRIPTION
 LW1311
 LW1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1311'5.6 MI E FROM CHEPACHET.
 LW1311'ABOUT 5.6 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE SOUTH
 LW1311'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, ABOUT 1.1 MILES
 LW1311'NORTHWEST OF THE POST OFFICE AT GREENVILLE, ABOUT 90 YARDS
 LW1311'NORTHWEST OF THE WEST CORNER OF A 90 FOOT CONCRETE BRIDGE OVER
 LW1311'A SMALL STREAM, 124 FEET WEST OF THE CENTER OF THE JUNCTION OF
 LW1311'THE WEST LEG OF THE WEST GREENVILLE ROAD, SET IN THE TOP OF A
 LW1311'SLOPING ROCK LEDGE WHICH IS ABOUT 90 FEET LONG AND 10 FEET
 LW1311'HIGH AT THE HIGHEST POINT, 23 FEET SOUTHWEST OF THE CENTER LINE
 LW1311'OF THE EASTBOUND LANE OF THE HIGHWAY, 36 1/2 FEET WEST OF POWER
 LW1311'LINE POLE 226 AND 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1311
 LW1311                          STATION RECOVERY (1987)
 LW1311
 LW1311'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1313 ***********************************************************************
 LW1313  DESIGNATION -  103
 LW1313  PID         -  LW1313
 LW1313  STATE/COUNTY-  RI/PROVIDENCE
 LW1313  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1313
 LW1313                         *CURRENT SURVEY CONTROL
 LW1313  ___________________________________________________________________
 LW1313* NAD 83(1986)-  41 53 15.     (N)    071 35 41.     (W)     SCALED    
 LW1313* NAVD 88     -       124.497  (meters)     408.45   (feet)  ADJUSTED  
 LW1313  ___________________________________________________________________
 LW1313  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1313  DYNAMIC HT  -         124.455 (meters)     408.32  (feet)  COMP
 LW1313  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 LW1313
 LW1313  VERT ORDER  -  SECOND    CLASS 0
 LW1313
 LW1313.The horizontal coordinates were scaled from a topographic map and have
 LW1313.an estimated accuracy of +/- 6 seconds.
 LW1313
 LW1313.The orthometric height was determined by differential leveling
 LW1313.and adjusted by the National Geodetic Survey in June 1991..
 LW1313
 LW1313.The geoid height was determined by GEOID03.
 LW1313
 LW1313.The dynamic height is computed by dividing the NAVD 88
 LW1313.geopotential number by the normal gravity value computed on the
 LW1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1313.degrees latitude (g = 980.6199 gals.).
 LW1313
 LW1313.The modeled gravity was interpolated from observed gravity values.
 LW1313
 LW1313;                    North         East    Units  Estimated Accuracy
 LW1313;SPC RI       -    89,320.       92,140.      MT  (+/- 180 meters Scaled)
 LW1313
 LW1313                          SUPERSEDED SURVEY CONTROL
 LW1313
 LW1313  NGVD 29 (??/??/92)  124.743  (m)          409.26   (f) ADJ UNCH    2 0
 LW1313
 LW1313.Superseded values are not recommended for survey control.
 LW1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1313.See file dsdata.txt to determine how the superseded data were derived.
 LW1313
 LW1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG847405(NAD 83)
 LW1313_MARKER: DD = SURVEY DISK
 LW1313_SETTING: 66 = SET IN ROCK OUTCROP
 LW1313_SP_SET: ROCK LEDGE
 LW1313_STAMPING: 103
 LW1313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1313+STABILITY: POSITION/ELEVATION WELL
 LW1313
 LW1313  HISTORY     - Date     Condition        Report By
 LW1313  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1313  HISTORY     - 1969     GOOD             NGS
 LW1313  HISTORY     - 1987     GOOD             USPSQD
 LW1313  HISTORY     - 1988     GOOD             USPSQD
 LW1313
 LW1313                          STATION DESCRIPTION
 LW1313
 LW1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1313'4.2 MI E FROM CHEPACHET.
 LW1313'ABOUT 4.2 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE SOUTH
 LW1313'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, AT HARMONY, 55.1
 LW1313'FEET SOUTH OF BENCH MARK Q 33 DESCRIBED, SET IN THE TOP OF A
 LW1313'LEDGE OF ROCK WHICH IS ABOUT 20 FEET LONG AND 2 1/2 FEET HIGH,
 LW1313'142 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE CONCRETE SIDEWALK
 LW1313'LEADING TO THE ADAH S. HAWKINS SCHOOL, 19 FEET NORTHEAST OF THE
 LW1313'CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 14 FEET SOUTHEAST
 LW1313'OF THE SOUTHEAST END OF A STONE RETAINING WALL AND 2 1/2 FEET
 LW1313'ABOVE THE LEVEL OF THE HIGHWAY.
 LW1313
 LW1313                          STATION RECOVERY (1987)
 LW1313
 LW1313'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1313'RECOVERED IN GOOD CONDITION.
 LW1313
 LW1313                          STATION RECOVERY (1988)
 LW1313
 LW1313'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1196 ***********************************************************************
 LW1196  DESIGNATION -  108
 LW1196  PID         -  LW1196
 LW1196  STATE/COUNTY-  RI/PROVIDENCE
 LW1196  USGS QUAD   -  CHEPACHET (1975)
 LW1196
 LW1196                         *CURRENT SURVEY CONTROL
 LW1196  ___________________________________________________________________
 LW1196* NAD 83(1986)-  41 54 29.     (N)    071 40 04.     (W)     SCALED    
 LW1196* NAVD 88     -       137.561  (meters)     451.31   (feet)  ADJUSTED  
 LW1196  ___________________________________________________________________
 LW1196  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW1196  DYNAMIC HT  -         137.513 (meters)     451.16  (feet)  COMP
 LW1196  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LW1196
 LW1196  VERT ORDER  -  SECOND    CLASS 0
 LW1196
 LW1196.The horizontal coordinates were scaled from a topographic map and have
 LW1196.an estimated accuracy of +/- 6 seconds.
 LW1196
 LW1196.The orthometric height was determined by differential leveling
 LW1196.and adjusted by the National Geodetic Survey in June 1991..
 LW1196
 LW1196.The geoid height was determined by GEOID03.
 LW1196
 LW1196.The dynamic height is computed by dividing the NAVD 88
 LW1196.geopotential number by the normal gravity value computed on the
 LW1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1196.degrees latitude (g = 980.6199 gals.).
 LW1196
 LW1196.The modeled gravity was interpolated from observed gravity values.
 LW1196
 LW1196;                    North         East    Units  Estimated Accuracy
 LW1196;SPC RI       -    91,610.       86,080.      MT  (+/- 180 meters Scaled)
 LW1196
 LW1196                          SUPERSEDED SURVEY CONTROL
 LW1196
 LW1196  NGVD 29 (??/??/92)  137.805  (m)          452.12   (f) ADJ UNCH    2 0
 LW1196
 LW1196.Superseded values are not recommended for survey control.
 LW1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1196.See file dsdata.txt to determine how the superseded data were derived.
 LW1196
 LW1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG787430(NAD 83)
 LW1196_MARKER: DD = SURVEY DISK
 LW1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1196_STAMPING: 108
 LW1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1196+STABILITY: SURFACE MOTION
 LW1196
 LW1196  HISTORY     - Date     Condition        Report By
 LW1196  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1196  HISTORY     - 1969     GOOD             NGS
 LW1196  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1196  HISTORY     - 19900524 MARK NOT FOUND   USPSQD
 LW1196
 LW1196                          STATION DESCRIPTION
 LW1196
 LW1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1196'AT CHEPACHET.
 LW1196'AT CHEPACHET, 0.55 MILE SOUTH ALONG STATE HIGHWAY 102 FROM THE
 LW1196'NORTH JUNCTION OF STATE HIGHWAY 24, ABOUT 50 YARDS NORTH OF THE
 LW1196'CENTER OF THE SOUTH JUNCTION OF U.S. HIGHWAY 44 AND STATE
 LW1196'HIGHWAY 24, 44 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF
 LW1196'THE HIGHWAY AND CHESTNUT HILL ROAD, 40 FEET WEST OF THE CENTER
 LW1196'LINE OF THE HIGHWAY, 2.4 FEET SOUTH OF THE SOUTH END OF A PICKET
 LW1196'FENCE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LW1196'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1196'NOTE-- POST IS SOLID IN THE GROUND BUT LEANS A FEW DEGREES TO
 LW1196'THE NORTH.
 LW1196
 LW1196                          STATION RECOVERY (1988)
 LW1196
 LW1196'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1196'MARK NOT FOUND.
 LW1196
 LW1196                          STATION RECOVERY (1990)
 LW1196
 LW1196'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5390 ***********************************************************************
 LW5390  DESIGNATION -  10945
 LW5390  PID         -  LW5390
 LW5390  STATE/COUNTY-  RI/PROVIDENCE
 LW5390  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW5390
 LW5390                         *CURRENT SURVEY CONTROL
 LW5390  ___________________________________________________________________
 LW5390* NAD 83(1996)-  41 49 19.17416(N)    071 21 50.26145(W)     ADJUSTED  
 LW5390* NAVD 88     -        50.8    (meters)     167.     (feet)  VERTCON   
 LW5390  ___________________________________________________________________
 LW5390  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 LW5390  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW5390
 LW5390  HORZ ORDER  -  SECOND
 LW5390
 LW5390.The horizontal coordinates were established by classical geodetic methods
 LW5390.and adjusted by the National Geodetic Survey in August 1998..
 LW5390
 LW5390.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5390
 LW5390.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5390
 LW5390.The geoid height was determined by GEOID03.
 LW5390
 LW5390;                    North         East     Units Scale Factor Converg.
 LW5390;SPC RI       -    82,045.929   111,302.180   MT  0.99999532   +0 05 26.6
 LW5390;SPC RI       -   269,179.02    365,163.90   sFT  0.99999532   +0 05 26.6
 LW5390;SPC MA M     -   841,307.203   211,302.089   MT  0.99998626   +0 05 29.0
 LW5390;SPC MA M     - 2,760,188.72    693,246.94   sFT  0.99998626   +0 05 29.0
 LW5390;UTM  19      - 4,632,714.131   303,671.377   MT  1.00007433   -1 34 36.6
 LW5390
 LW5390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5390!SPC RI       -   0.99999665  x   0.99999532  =   0.99999197
 LW5390!SPC MA M     -   0.99999665  x   0.99998626  =   0.99998291
 LW5390!UTM  19      -   0.99999665  x   1.00007433  =   1.00007098
 LW5390
 LW5390:                Primary Azimuth Mark                     Grid Az
 LW5390:SPC RI       -  EAST PROVIDENCE MUNICIPAL TANK           167 39 44.8
 LW5390:SPC MA M     -  EAST PROVIDENCE MUNICIPAL TANK           167 39 42.4
 LW5390:UTM  19      -  EAST PROVIDENCE MUNICIPAL TANK           169 19 48.0
 LW5390
 LW5390|---------------------------------------------------------------------|
 LW5390| PID    Reference Object                     Distance      Geod. Az  |
 LW5390|                                                           dddmmss.s |
 LW5390| LW2638 EAST PROVIDENCE MUNICIPAL TANK      APPROX. 2.1 KM 1674511.4 |
 LW5390|---------------------------------------------------------------------|
 LW5390
 LW5390                          SUPERSEDED SURVEY CONTROL
 LW5390
 LW5390  NAD 83(1996)-  41 49 19.17414(N)    071 21 50.26143(W) AD(       ) 2
 LW5390  NAD 83(1992)-  41 49 19.17260(N)    071 21 50.26062(W) AD(       ) 2
 LW5390  NAD 83(1992)-  41 49 19.17255(N)    071 21 50.26064(W) AD(       ) 2
 LW5390  NAD 83(1986)-  41 49 19.17184(N)    071 21 50.26022(W) AD(       ) 2
 LW5390  NGVD 29 (08/23/90)   51.1    (m)          168.     (f) VERT ANG       
 LW5390
 LW5390.Superseded values are not recommended for survey control.
 LW5390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5390.See file dsdata.txt to determine how the superseded data were derived.
 LW5390
 LW5390_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0367132714(NAD 83)
 LW5390_MARKER: Z = SEE DESCRIPTION
 LW5390_SETTING: 0 = UNSPECIFIED SETTING
 LW5390_MARK LOGO: MAGS  
 LW5390_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5390
 LW5390  HISTORY     - Date     Condition        Report By
 LW5390  HISTORY     - 1979     MONUMENTED       MAGS
 LW5390
 LW5390                          STATION DESCRIPTION
 LW5390
 LW5390'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1979
 LW5390'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE CITY OF EAST
 LW5390'PROVIDENCE, 3/4 MILE WEST OF THE STATELINE, ON THE HIGHEST PENTHOUSE
 LW5390'ROOF OF THE UNITED METHODIST RETIREMENT CENTER AT 40 IRVING AVENUE. TO
 LW5390'GAIN ACCESS TO THE ROOF THE BUILDING SUPERINTENDANT MUST UN-BOLT THE
 LW5390'DOOR AT THE TOP OF THE STAIRWELL.
 LW5390'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 44 AND STATE ROUTE
 LW5390'114, IN EAST PROVIDENCE, GO WEST ON ROUTE 44 FOR ABOUT 0.7 KM
 LW5390'(0.45 MI) TO IRVING AVENUE ON THE RIGHT AND THE BUILDING 300 FEET TO
 LW5390'THE NORTH. PACK UP TO THE TOP OF THE PENTHOUSE AND THE STATION.
 LW5390'THE STATION IS MARKED BY A PUNCH MARK, SURROUNDED BY A TRIANGLE 1-INCH
 LW5390'TO A SIDE, IN THE NORTHEAST CORNER OF THE CENTER OF THREE ROOF VENTS,
 LW5390'ON THE HIGHEST AND LARGEST PENTHOUSE. IT IS 4.6 M (15.24 FT) SOUTHWEST
 LW5390'OF THE NORTHEAST CORNER OF THE PENTHOUSE, 3.0 M (9.7 FT) NORTHEAST OF
 LW5390'THE SOUTHWEST SIDE OF THE PENTHOUSE AND 2.2 M (7.2 FT) SOUTHWEST OF
 LW5390'THE NORTHEAST SIDE OF THE PENTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1230 ***********************************************************************
 LW1230  DESIGNATION -  110
 LW1230  PID         -  LW1230
 LW1230  STATE/COUNTY-  RI/PROVIDENCE
 LW1230  USGS QUAD   -  CHEPACHET (1975)
 LW1230
 LW1230                         *CURRENT SURVEY CONTROL
 LW1230  ___________________________________________________________________
 LW1230* NAD 83(1986)-  41 55 10.     (N)    071 41 29.     (W)     SCALED    
 LW1230* NAVD 88     -       159.621  (meters)     523.69   (feet)  ADJUSTED  
 LW1230  ___________________________________________________________________
 LW1230  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1230  DYNAMIC HT  -         159.566 (meters)     523.51  (feet)  COMP
 LW1230  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 LW1230
 LW1230  VERT ORDER  -  SECOND    CLASS 0
 LW1230
 LW1230.The horizontal coordinates were scaled from a topographic map and have
 LW1230.an estimated accuracy of +/- 6 seconds.
 LW1230
 LW1230.The orthometric height was determined by differential leveling
 LW1230.and adjusted by the National Geodetic Survey in June 1991..
 LW1230
 LW1230.The geoid height was determined by GEOID03.
 LW1230
 LW1230.The dynamic height is computed by dividing the NAVD 88
 LW1230.geopotential number by the normal gravity value computed on the
 LW1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1230.degrees latitude (g = 980.6199 gals.).
 LW1230
 LW1230.The modeled gravity was interpolated from observed gravity values.
 LW1230
 LW1230;                    North         East    Units  Estimated Accuracy
 LW1230;SPC RI       -    92,880.       84,120.      MT  (+/- 180 meters Scaled)
 LW1230
 LW1230                          SUPERSEDED SURVEY CONTROL
 LW1230
 LW1230  NGVD 29 (??/??/92)  159.861  (m)          524.48   (f) ADJ UNCH    2 0
 LW1230
 LW1230.Superseded values are not recommended for survey control.
 LW1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1230.See file dsdata.txt to determine how the superseded data were derived.
 LW1230
 LW1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG768443(NAD 83)
 LW1230_MARKER: DD = SURVEY DISK
 LW1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1230_STAMPING: 110
 LW1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1230+STABILITY: SURFACE MOTION
 LW1230
 LW1230  HISTORY     - Date     Condition        Report By
 LW1230  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1230  HISTORY     - 1969     GOOD             NGS
 LW1230  HISTORY     - 1988     GOOD             USPSQD
 LW1230
 LW1230                          STATION DESCRIPTION
 LW1230
 LW1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1230'1.1 MI W FROM CHEPACHET.
 LW1230'ABOUT 1.1 MILES WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1230'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, 28 FEET NORTH OF
 LW1230'THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, NEAR THE
 LW1230'SOUTH END OF AN OLD ROCK FENCE, 87 FEET NORTHEAST OF AND
 LW1230'ACROSS THE HIGHWAY FROM POWER LINE POLE 408, 62 1/2 FEET EAST
 LW1230'OF THE CENTER LINE OF A DRIVEWAY LEADING NORTH TO A ONE STORY
 LW1230'HOUSE, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 LW1230'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 LW1230'THE GROUND.
 LW1230
 LW1230                          STATION RECOVERY (1988)
 LW1230
 LW1230'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1232 ***********************************************************************
 LW1232  DESIGNATION -  111
 LW1232  PID         -  LW1232
 LW1232  STATE/COUNTY-  RI/PROVIDENCE
 LW1232  USGS QUAD   -  CHEPACHET (1975)
 LW1232
 LW1232                         *CURRENT SURVEY CONTROL
 LW1232  ___________________________________________________________________
 LW1232* NAD 83(1986)-  41 55 09.     (N)    071 42 35.     (W)     SCALED    
 LW1232* NAVD 88     -       152.151  (meters)     499.18   (feet)  ADJUSTED  
 LW1232  ___________________________________________________________________
 LW1232  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1232  DYNAMIC HT  -         152.098 (meters)     499.01  (feet)  COMP
 LW1232  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 LW1232
 LW1232  VERT ORDER  -  SECOND    CLASS 0
 LW1232
 LW1232.The horizontal coordinates were scaled from a topographic map and have
 LW1232.an estimated accuracy of +/- 6 seconds.
 LW1232
 LW1232.The orthometric height was determined by differential leveling
 LW1232.and adjusted by the National Geodetic Survey in June 1991..
 LW1232
 LW1232.The geoid height was determined by GEOID03.
 LW1232
 LW1232.The dynamic height is computed by dividing the NAVD 88
 LW1232.geopotential number by the normal gravity value computed on the
 LW1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1232.degrees latitude (g = 980.6199 gals.).
 LW1232
 LW1232.The modeled gravity was interpolated from observed gravity values.
 LW1232
 LW1232;                    North         East    Units  Estimated Accuracy
 LW1232;SPC RI       -    92,850.       82,600.      MT  (+/- 180 meters Scaled)
 LW1232
 LW1232                          SUPERSEDED SURVEY CONTROL
 LW1232
 LW1232  NGVD 29 (??/??/92)  152.391  (m)          499.97   (f) ADJ UNCH    2 0
 LW1232
 LW1232.Superseded values are not recommended for survey control.
 LW1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1232.See file dsdata.txt to determine how the superseded data were derived.
 LW1232
 LW1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG752443(NAD 83)
 LW1232_MARKER: DD = SURVEY DISK
 LW1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1232_STAMPING: 111
 LW1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1232+STABILITY: SURFACE MOTION
 LW1232
 LW1232  HISTORY     - Date     Condition        Report By
 LW1232  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1232  HISTORY     - 1969     GOOD             NGS
 LW1232  HISTORY     - 1988     GOOD             USPSQD
 LW1232
 LW1232                          STATION DESCRIPTION
 LW1232
 LW1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1232'2.1 MI W FROM CHEPACHET.
 LW1232'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1232'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, 33 FEET NORTHEAST
 LW1232'OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 106
 LW1232'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF ECHO ROAD, 56
 LW1232'FEET WEST OF THE CENTER LINE OF ECHO ROAD, 38 FEET EAST OF
 LW1232'POWER LINE POLE 442, 7 1/2 FEET SOUTHEAST OF A 30-INCH PINE
 LW1232'TREE, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 LW1232'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 LW1232'GROUND.
 LW1232
 LW1232                          STATION RECOVERY (1988)
 LW1232
 LW1232'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1233 ***********************************************************************
 LW1233  DESIGNATION -  112
 LW1233  PID         -  LW1233
 LW1233  STATE/COUNTY-  RI/PROVIDENCE
 LW1233  USGS QUAD   -  CHEPACHET (1975)
 LW1233
 LW1233                         *CURRENT SURVEY CONTROL
 LW1233  ___________________________________________________________________
 LW1233* NAD 83(1986)-  41 55 14.     (N)    071 43 41.     (W)     SCALED    
 LW1233* NAVD 88     -       153.457  (meters)     503.47   (feet)  ADJUSTED  
 LW1233  ___________________________________________________________________
 LW1233  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1233  DYNAMIC HT  -         153.403 (meters)     503.29  (feet)  COMP
 LW1233  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 LW1233
 LW1233  VERT ORDER  -  SECOND    CLASS 0
 LW1233
 LW1233.The horizontal coordinates were scaled from a topographic map and have
 LW1233.an estimated accuracy of +/- 6 seconds.
 LW1233
 LW1233.The orthometric height was determined by differential leveling
 LW1233.and adjusted by the National Geodetic Survey in June 1991..
 LW1233
 LW1233.The geoid height was determined by GEOID03.
 LW1233
 LW1233.The dynamic height is computed by dividing the NAVD 88
 LW1233.geopotential number by the normal gravity value computed on the
 LW1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1233.degrees latitude (g = 980.6199 gals.).
 LW1233
 LW1233.The modeled gravity was interpolated from observed gravity values.
 LW1233
 LW1233;                    North         East    Units  Estimated Accuracy
 LW1233;SPC RI       -    93,010.       81,080.      MT  (+/- 180 meters Scaled)
 LW1233
 LW1233                          SUPERSEDED SURVEY CONTROL
 LW1233
 LW1233  NGVD 29 (??/??/92)  153.696  (m)          504.25   (f) ADJ UNCH    2 0
 LW1233
 LW1233.Superseded values are not recommended for survey control.
 LW1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1233.See file dsdata.txt to determine how the superseded data were derived.
 LW1233
 LW1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG737445(NAD 83)
 LW1233_MARKER: DD = SURVEY DISK
 LW1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1233_STAMPING: 112
 LW1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1233+STABILITY: SURFACE MOTION
 LW1233
 LW1233  HISTORY     - Date     Condition        Report By
 LW1233  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1233  HISTORY     - 1969     GOOD             NGS
 LW1233  HISTORY     - 1988     GOOD             USPSQD
 LW1233  HISTORY     - 19900825 GOOD             USPSQD
 LW1233
 LW1233                          STATION DESCRIPTION
 LW1233
 LW1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1233'3.1 MI W FROM CHEPACHET.
 LW1233'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1233'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, 26 FEET SOUTH OF
 LW1233'THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 63 1/2
 LW1233'FEET SOUTH OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 478,
 LW1233'78 FEET SOUTHWEST OF THE JUNCTION OF A DRIVEWAY LEADING NORTH
 LW1233'OF A RESIDENCE, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE,
 LW1233'1.9 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 LW1233'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 LW1233'ABOVE THE LEVEL OF THE GROUND.
 LW1233
 LW1233                          STATION RECOVERY (1988)
 LW1233
 LW1233'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1233'RECOVERED IN GOOD CONDITION.
 LW1233
 LW1233                          STATION RECOVERY (1990)
 LW1233
 LW1233'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1237 ***********************************************************************
 LW1237  DESIGNATION -  114
 LW1237  PID         -  LW1237
 LW1237  STATE/COUNTY-  RI/PROVIDENCE
 LW1237  USGS QUAD   -  THOMPSON (1974)
 LW1237
 LW1237                         *CURRENT SURVEY CONTROL
 LW1237  ___________________________________________________________________
 LW1237* NAD 83(1986)-  41 55 02.     (N)    071 45 47.     (W)     SCALED    
 LW1237* NAVD 88     -       185.374  (meters)     608.18   (feet)  ADJUSTED  
 LW1237  ___________________________________________________________________
 LW1237  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1237  DYNAMIC HT  -         185.309 (meters)     607.97  (feet)  COMP
 LW1237  MODELED GRAV-     980,266.3   (mgal)                       NAVD 88
 LW1237
 LW1237  VERT ORDER  -  SECOND    CLASS 0
 LW1237
 LW1237.The horizontal coordinates were scaled from a topographic map and have
 LW1237.an estimated accuracy of +/- 6 seconds.
 LW1237
 LW1237.The orthometric height was determined by differential leveling
 LW1237.and adjusted by the National Geodetic Survey in June 1991..
 LW1237
 LW1237.The geoid height was determined by GEOID03.
 LW1237
 LW1237.The dynamic height is computed by dividing the NAVD 88
 LW1237.geopotential number by the normal gravity value computed on the
 LW1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1237.degrees latitude (g = 980.6199 gals.).
 LW1237
 LW1237.The modeled gravity was interpolated from observed gravity values.
 LW1237
 LW1237;                    North         East    Units  Estimated Accuracy
 LW1237;SPC RI       -    92,650.       78,180.      MT  (+/- 180 meters Scaled)
 LW1237
 LW1237                          SUPERSEDED SURVEY CONTROL
 LW1237
 LW1237  NGVD 29 (??/??/92)  185.612  (m)          608.96   (f) ADJ UNCH    2 0
 LW1237
 LW1237.Superseded values are not recommended for survey control.
 LW1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1237.See file dsdata.txt to determine how the superseded data were derived.
 LW1237
 LW1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG708442(NAD 83)
 LW1237_MARKER: DD = SURVEY DISK
 LW1237_SETTING: 66 = SET IN ROCK OUTCROP
 LW1237_SP_SET: ROCK LEDGE
 LW1237_STAMPING: 114
 LW1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1237+STABILITY: POSITION/ELEVATION WELL
 LW1237
 LW1237  HISTORY     - Date     Condition        Report By
 LW1237  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1237  HISTORY     - 1969     GOOD             NGS
 LW1237  HISTORY     - 1988     GOOD             USPSQD
 LW1237  HISTORY     - 19900825 GOOD             USPSQD
 LW1237
 LW1237                          STATION DESCRIPTION
 LW1237
 LW1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1237'5 MI W FROM CHEPACHET.
 LW1237'ABOUT 5.0 MILES WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1237'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, ABOUT 0.3 MILE
 LW1237'EAST OF THE JUNCTION OF STATE HIGHWAY 94, ON THE WEST SLOPE
 LW1237'OF A HILL, ON THE INSIDE OF A CURVE, SET ON THE TOP OF A NARROW
 LW1237'ROCK LEDGE WHICH IS AT THE BASE OF A ROCK CUT WHICH IS 50 FEET
 LW1237'LONG AND 6 FEET HIGH AT THE HIGHEST POINT, 27 FEET NORTH OF
 LW1237'THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 46 FEET
 LW1237'EAST OF POWER LINE POLE 445, 23 FEET EAST OF THE WEST END OF
 LW1237'THE CUT AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW1237
 LW1237                          STATION RECOVERY (1988)
 LW1237
 LW1237'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1237'RECOVERED IN GOOD CONDITION.
 LW1237
 LW1237                          STATION RECOVERY (1990)
 LW1237
 LW1237'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1239 ***********************************************************************
 LW1239  DESIGNATION -  115
 LW1239  PID         -  LW1239
 LW1239  STATE/COUNTY-  RI/PROVIDENCE
 LW1239  USGS QUAD   -  THOMPSON (1974)
 LW1239
 LW1239                         *CURRENT SURVEY CONTROL
 LW1239  ___________________________________________________________________
 LW1239* NAD 83(1986)-  41 55 10.     (N)    071 46 52.     (W)     SCALED    
 LW1239* NAVD 88     -       173.699  (meters)     569.88   (feet)  ADJUSTED  
 LW1239  ___________________________________________________________________
 LW1239  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW1239  DYNAMIC HT  -         173.638 (meters)     569.68  (feet)  COMP
 LW1239  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 LW1239
 LW1239  VERT ORDER  -  SECOND    CLASS 0
 LW1239
 LW1239.The horizontal coordinates were scaled from a topographic map and have
 LW1239.an estimated accuracy of +/- 6 seconds.
 LW1239
 LW1239.The orthometric height was determined by differential leveling
 LW1239.and adjusted by the National Geodetic Survey in June 1991..
 LW1239
 LW1239.The geoid height was determined by GEOID03.
 LW1239
 LW1239.The dynamic height is computed by dividing the NAVD 88
 LW1239.geopotential number by the normal gravity value computed on the
 LW1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1239.degrees latitude (g = 980.6199 gals.).
 LW1239
 LW1239.The modeled gravity was interpolated from observed gravity values.
 LW1239
 LW1239;                    North         East    Units  Estimated Accuracy
 LW1239;SPC RI       -    92,900.       76,680.      MT  (+/- 180 meters Scaled)
 LW1239
 LW1239                          SUPERSEDED SURVEY CONTROL
 LW1239
 LW1239  NGVD 29 (??/??/92)  173.939  (m)          570.66   (f) ADJ UNCH    2 0
 LW1239
 LW1239.Superseded values are not recommended for survey control.
 LW1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1239.See file dsdata.txt to determine how the superseded data were derived.
 LW1239
 LW1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG693445(NAD 83)
 LW1239_MARKER: DD = SURVEY DISK
 LW1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1239_STAMPING: 115
 LW1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1239+STABILITY: SURFACE MOTION
 LW1239
 LW1239  HISTORY     - Date     Condition        Report By
 LW1239  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1239  HISTORY     - 1969     GOOD             NGS
 LW1239  HISTORY     - 1988     GOOD             USPSQD
 LW1239  HISTORY     - 19900825 GOOD             USPSQD
 LW1239
 LW1239                          STATION DESCRIPTION
 LW1239
 LW1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1239'6 MI W FROM CHEPACHET.
 LW1239'ABOUT 6.05 MILES WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1239'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, ABOUT 0.85 MILE
 LW1239'EAST OF THE CONNECTICUT-RHODE ISLAND STATE LINE, 250 FEET WEST
 LW1239'OF THE EXTENDED CENTER LINE OF THE WEST ONE OF TWO DRIVEWAYS
 LW1239'LEADING NORTH TO THE STATE LINE RESTAURANT, 25 FEET SOUTH OF
 LW1239'THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 84 FEET
 LW1239'SOUTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 582,
 LW1239'57 1/2 FEET EAST OF THE NORTH ONE OF TWO 24-INCH MAPLE TREE
 LW1239'WHICH IS IN THE YARD OF AN ABANODNED SCHOOL, 1 FOOT NORTH
 LW1239'OF THE RIGHT-OF-WAY FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY
 LW1239'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 LW1239'ABOVE THE LEVEL OF THE GROUND.
 LW1239
 LW1239                          STATION RECOVERY (1988)
 LW1239
 LW1239'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1239'RECOVERED IN GOOD CONDITION.
 LW1239
 LW1239                          STATION RECOVERY (1990)
 LW1239
 LW1239'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1240 ***********************************************************************
 LW1240  DESIGNATION -  116
 LW1240  PID         -  LW1240
 LW1240  STATE/COUNTY-  RI/PROVIDENCE
 LW1240  USGS QUAD   -  THOMPSON (1974)
 LW1240
 LW1240                         *CURRENT SURVEY CONTROL
 LW1240  ___________________________________________________________________
 LW1240* NAD 83(1986)-  41 54 57.     (N)    071 47 50.     (W)     SCALED    
 LW1240* NAVD 88     -       152.020  (meters)     498.75   (feet)  ADJUSTED  
 LW1240  ___________________________________________________________________
 LW1240  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1240  DYNAMIC HT  -         151.967 (meters)     498.58  (feet)  COMP
 LW1240  MODELED GRAV-     980,269.4   (mgal)                       NAVD 88
 LW1240
 LW1240  VERT ORDER  -  SECOND    CLASS 0
 LW1240
 LW1240.The horizontal coordinates were scaled from a topographic map and have
 LW1240.an estimated accuracy of +/- 6 seconds.
 LW1240
 LW1240.The orthometric height was determined by differential leveling
 LW1240.and adjusted by the National Geodetic Survey in June 1991..
 LW1240
 LW1240.The geoid height was determined by GEOID03.
 LW1240
 LW1240.The dynamic height is computed by dividing the NAVD 88
 LW1240.geopotential number by the normal gravity value computed on the
 LW1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1240.degrees latitude (g = 980.6199 gals.).
 LW1240
 LW1240.The modeled gravity was interpolated from observed gravity values.
 LW1240
 LW1240;                    North         East    Units  Estimated Accuracy
 LW1240;SPC RI       -    92,500.       75,340.      MT  (+/- 180 meters Scaled)
 LW1240
 LW1240                          SUPERSEDED SURVEY CONTROL
 LW1240
 LW1240  NGVD 29 (??/??/92)  152.260  (m)          499.54   (f) ADJ UNCH    2 0
 LW1240
 LW1240.Superseded values are not recommended for survey control.
 LW1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1240.See file dsdata.txt to determine how the superseded data were derived.
 LW1240
 LW1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG680442(NAD 83)
 LW1240_MARKER: DD = SURVEY DISK
 LW1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1240_STAMPING: 116
 LW1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1240+STABILITY: SURFACE MOTION
 LW1240
 LW1240  HISTORY     - Date     Condition        Report By
 LW1240  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1240  HISTORY     - 1969     GOOD             NGS
 LW1240  HISTORY     - 1988     GOOD             USPSQD
 LW1240  HISTORY     - 19900825 GOOD             USPSQD
 LW1240
 LW1240                          STATION DESCRIPTION
 LW1240
 LW1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1240'6.9 MI W FROM CHEPACHET.
 LW1240'ABOUT 6.9 MILES WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1240'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, AT THE
 LW1240'CONNECTICUT-RHODE ISLAND STATE LINE, ON THE NORTHWEST CORNER
 LW1240'OF THE LAWN FOR A TWO-STORIED RED FRAME HOUSE, 71 FEET
 LW1240'SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND THE
 LW1240'RHODE ISLAND LINE ROAD, 28 FEET SOUTH OF THE CENTER LINE OF
 LW1240'THE HIGHWAY, 37 1/2 FEET NORTH OF THE NORTHWEST CORNER OF THE
 LW1240'RESIDENCE, 28 1/2 FEET EAST OF POWER LINE POLE NO. 1644, 1 FOOT
 LW1240'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW1240'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1240
 LW1240                          STATION RECOVERY (1988)
 LW1240
 LW1240'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1240'RECOVERED IN GOOD CONDITION.
 LW1240
 LW1240                          STATION RECOVERY (1990)
 LW1240
 LW1240'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1198 ***********************************************************************
 LW1198  DESIGNATION -  117
 LW1198  PID         -  LW1198
 LW1198  STATE/COUNTY-  RI/PROVIDENCE
 LW1198  USGS QUAD   -  CHEPACHET (1975)
 LW1198
 LW1198                         *CURRENT SURVEY CONTROL
 LW1198  ___________________________________________________________________
 LW1198* NAD 83(1996)-  41 55 03.42783(N)    071 40 17.43554(W)     ADJUSTED  
 LW1198* NAVD 88     -       134.386  (meters)     440.90   (feet)  ADJUSTED  
 LW1198  ___________________________________________________________________
 LW1198  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 LW1198  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1198  DYNAMIC HT  -         134.340 (meters)     440.75  (feet)  COMP
 LW1198  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 LW1198
 LW1198  HORZ ORDER  -  SECOND
 LW1198  VERT ORDER  -  SECOND    CLASS 0
 LW1198
 LW1198.The horizontal coordinates were established by classical geodetic methods
 LW1198.and adjusted by the National Geodetic Survey in August 1998..
 LW1198
 LW1198.The orthometric height was determined by differential leveling
 LW1198.and adjusted by the National Geodetic Survey in June 1991..
 LW1198
 LW1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1198
 LW1198.The geoid height was determined by GEOID03.
 LW1198
 LW1198.The dynamic height is computed by dividing the NAVD 88
 LW1198.geopotential number by the normal gravity value computed on the
 LW1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1198.degrees latitude (g = 980.6199 gals.).
 LW1198
 LW1198.The modeled gravity was interpolated from observed gravity values.
 LW1198
 LW1198;                    North         East     Units Scale Factor Converg.
 LW1198;SPC RI       -    92,672.396    85,772.050   MT  0.99999624   -0 06 52.5
 LW1198;SPC RI       -   304,042.69    281,403.80   sFT  0.99999624   -0 06 52.5
 LW1198;UTM  19      - 4,644,081.389   278,458.005   MT  1.00020399   -1 47 07.6
 LW1198
 LW1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1198!SPC RI       -   0.99998356  x   0.99999624  =   0.99997980
 LW1198!UTM  19      -   0.99998356  x   1.00020399  =   1.00018755
 LW1198
 LW1198                          SUPERSEDED SURVEY CONTROL
 LW1198
 LW1198  NAD 83(1996)-  41 55 03.42752(N)    071 40 17.43525(W) AD(       ) 2
 LW1198  NAD 83(1992)-  41 55 03.42674(N)    071 40 17.43465(W) AD(       ) 2
 LW1198  NAD 83(1992)-  41 55 03.42666(N)    071 40 17.43479(W) AD(       ) 2
 LW1198  NAD 83(1986)-  41 55 03.42708(N)    071 40 17.43441(W) AD(       ) 2
 LW1198  NGVD 29 (??/??/92)  134.626  (m)          441.69   (f) ADJ UNCH    2 0
 LW1198
 LW1198.Superseded values are not recommended for survey control.
 LW1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1198.See file dsdata.txt to determine how the superseded data were derived.
 LW1198
 LW1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7845844081(NAD 83)
 LW1198_MARKER: DD = SURVEY DISK
 LW1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1198_SP_SET: CONCRETE POST
 LW1198_STAMPING: 117
 LW1198_MARK LOGO: RIBPR 
 LW1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1198+STABILITY: SURFACE MOTION
 LW1198
 LW1198  HISTORY     - Date     Condition        Report By
 LW1198  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1198  HISTORY     - 1969     GOOD             NGS
 LW1198  HISTORY     - 1986     GOOD             RIGS
 LW1198  HISTORY     - 1987     GOOD             USPSQD
 LW1198  HISTORY     - 1988     GOOD             USPSQD
 LW1198  HISTORY     - 19900524 GOOD             USPSQD
 LW1198
 LW1198                          STATION DESCRIPTION
 LW1198
 LW1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1198'AT CHEPACHET.
 LW1198'AT CHEPACHET, 0.2 MILE NORTH ALONG STATE HIGHWAY 102 FROM THE
 LW1198'NORTH JUNCTION OF U.S. HIGHWAY 44, ABOUT 100 YARDS NORTHEAST OF
 LW1198'THE JUNCTION OF STATE HIGHWAY 100, 85 FEET EAST OF AND ACROSS
 LW1198'THE HIGHWAY FROM A 40-INCH BUCKEYE TREE, 31 FEET SOUTHEAST OF THE
 LW1198'CENTER LINE OF THE HIGHWAY, 7 1/2 FEET SOUTHEAST OF POWER LINE
 LW1198'POLE 189, 1 FOOT NORTHWEST OF THE NORTH CORNER OF A ROCK FENCE,
 LW1198'IN LINE WITH THE FENCE, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 LW1198'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 LW1198'THE LEVEL OF THE GROUND.
 LW1198
 LW1198                          STATION RECOVERY (1986)
 LW1198
 LW1198'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1198'RECOVERED IN GOOD CONDITION.
 LW1198
 LW1198                          STATION RECOVERY (1987)
 LW1198
 LW1198'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1198'RECOVERED IN GOOD CONDITION.
 LW1198
 LW1198                          STATION RECOVERY (1988)
 LW1198
 LW1198'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1198'RECOVERED IN GOOD CONDITION.
 LW1198
 LW1198                          STATION RECOVERY (1990)
 LW1198
 LW1198'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0444 ***********************************************************************
 LW0444  DESIGNATION -  131
 LW0444  PID         -  LW0444
 LW0444  STATE/COUNTY-  RI/PROVIDENCE
 LW0444  USGS QUAD   -  PROVIDENCE (1975)
 LW0444
 LW0444                         *CURRENT SURVEY CONTROL
 LW0444  ___________________________________________________________________
 LW0444* NAD 83(1986)-  41 49 11.     (N)    071 28 11.     (W)     SCALED    
 LW0444* NAVD 88     -        30.094  (meters)      98.73   (feet)  ADJUSTED  
 LW0444  ___________________________________________________________________
 LW0444  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LW0444  DYNAMIC HT  -          30.085 (meters)      98.70  (feet)  COMP
 LW0444  MODELED GRAV-     980,302.6   (mgal)                       NAVD 88
 LW0444
 LW0444  VERT ORDER  -  SECOND    CLASS 0
 LW0444
 LW0444.The horizontal coordinates were scaled from a topographic map and have
 LW0444.an estimated accuracy of +/- 6 seconds.
 LW0444
 LW0444.The orthometric height was determined by differential leveling
 LW0444.and adjusted by the National Geodetic Survey in June 1991..
 LW0444
 LW0444.The geoid height was determined by GEOID03.
 LW0444
 LW0444.The dynamic height is computed by dividing the NAVD 88
 LW0444.geopotential number by the normal gravity value computed on the
 LW0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0444.degrees latitude (g = 980.6199 gals.).
 LW0444
 LW0444.The modeled gravity was interpolated from observed gravity values.
 LW0444
 LW0444;                    North         East    Units  Estimated Accuracy
 LW0444;SPC RI       -    81,790.      102,520.      MT  (+/- 180 meters Scaled)
 LW0444
 LW0444                          SUPERSEDED SURVEY CONTROL
 LW0444
 LW0444  NGVD 29 (??/??/92)   30.343  (m)           99.55   (f) ADJ UNCH    2 0
 LW0444
 LW0444.Superseded values are not recommended for survey control.
 LW0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0444.See file dsdata.txt to determine how the superseded data were derived.
 LW0444
 LW0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG948327(NAD 83)
 LW0444_MARKER: DD = SURVEY DISK
 LW0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0444_SP_SET: SIDEWALK
 LW0444_STAMPING: 131
 LW0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0444
 LW0444  HISTORY     - Date     Condition        Report By
 LW0444  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0444  HISTORY     - 1969     GOOD             NGS
 LW0444
 LW0444                          STATION DESCRIPTION
 LW0444
 LW0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0444'1.4 MI SE FROM JOHNSTON.
 LW0444'ABOUT 1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE TOWN
 LW0444'HALL AT JOHNSTON, ON THE PROVIDENCE SIDE OF THE
 LW0444'PROVIDENCE-JOHNSTON TOWN LINE, ABOUT 93 YARDS WEST OF THE
 LW0444'INTERSECTION OF KILLINGLEY STREET, SET IN THE TOP OF THE SIDEWALK
 LW0444'IN FRONT OF PINTOS GIFT SHOP, 11.6 FEET SOUTHEAST OF THE
 LW0444'SOUTHWEST CORNER OF THE BUILDING, 5.5 FEET NORTH OF THE NORTH
 LW0444'CURB OF THE HIGHWAY, FLUSH WITH THE HIGHWAY AND ABOUT 1/2 FOOT
 LW0444'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--  MARK MAY POSSIBLY BE SET
 LW0444'IN A CONCRETE POST WHICH IS UNDER THE SIDEWALK.  UNABLE TO
 LW0444'DETERMINE IF POST TYPE MARK OR SET IN SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0449 ***********************************************************************
 LW0449  DESIGNATION -  132
 LW0449  PID         -  LW0449
 LW0449  STATE/COUNTY-  RI/PROVIDENCE
 LW0449  USGS QUAD   -  PROVIDENCE (1975)
 LW0449
 LW0449                         *CURRENT SURVEY CONTROL
 LW0449  ___________________________________________________________________
 LW0449* NAD 83(1986)-  41 49 21.     (N)    071 29 18.     (W)     SCALED    
 LW0449* NAVD 88     -        65.053  (meters)     213.43   (feet)  ADJUSTED  
 LW0449  ___________________________________________________________________
 LW0449  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW0449  DYNAMIC HT  -          65.032 (meters)     213.36  (feet)  COMP
 LW0449  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 LW0449
 LW0449  VERT ORDER  -  SECOND    CLASS 0
 LW0449
 LW0449.The horizontal coordinates were scaled from a topographic map and have
 LW0449.an estimated accuracy of +/- 6 seconds.
 LW0449
 LW0449.The orthometric height was determined by differential leveling
 LW0449.and adjusted by the National Geodetic Survey in June 1991..
 LW0449
 LW0449.The geoid height was determined by GEOID03.
 LW0449
 LW0449.The dynamic height is computed by dividing the NAVD 88
 LW0449.geopotential number by the normal gravity value computed on the
 LW0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0449.degrees latitude (g = 980.6199 gals.).
 LW0449
 LW0449.The modeled gravity was interpolated from observed gravity values.
 LW0449
 LW0449;                    North         East    Units  Estimated Accuracy
 LW0449;SPC RI       -    82,090.      100,970.      MT  (+/- 180 meters Scaled)
 LW0449
 LW0449                          SUPERSEDED SURVEY CONTROL
 LW0449
 LW0449  NGVD 29 (??/??/92)   65.302  (m)          214.25   (f) ADJ UNCH    2 0
 LW0449
 LW0449.Superseded values are not recommended for survey control.
 LW0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0449.See file dsdata.txt to determine how the superseded data were derived.
 LW0449
 LW0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG933330(NAD 83)
 LW0449_MARKER: DD = SURVEY DISK
 LW0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0449_STAMPING: 132
 LW0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0449+STABILITY: SURFACE MOTION
 LW0449
 LW0449  HISTORY     - Date     Condition        Report By
 LW0449  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0449  HISTORY     - 1969     GOOD             NGS
 LW0449
 LW0449                          STATION DESCRIPTION
 LW0449
 LW0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0449'AT JOHNSTON.
 LW0449'AT JOHNSTON, ABOUT 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 6 FROM
 LW0449'THE TOWN HALL, AND THE INTERSECTION OF STATE HIGHWAY 5, AT THE
 LW0449'JUNCTION OF THE HIGHWAY AND WILSON AVENUE, 25.7 FEET SOUTH OF
 LW0449'THE SOUTH CORNER OF A CONCRETE CATCH BASIN WITH A METAL COVER,
 LW0449'14 1/2 FEET NORTHWEST OF THE CENTER LINE OF WILSON AVENUE, 9 FEET
 LW0449'SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY, 2 FEET NORTH
 LW0449'OF POWER LINE POLE, 49 FEET EAST OF THE EAST CORNER OF THE
 LW0449'AMERICAN BUILDERS BUILDING, 1/2 FOOT ABOVE THE LEVEL OF THE
 LW0449'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 LW0449'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0450 ***********************************************************************
 LW0450  DESIGNATION -  133
 LW0450  PID         -  LW0450
 LW0450  STATE/COUNTY-  RI/PROVIDENCE
 LW0450  USGS QUAD   -  NORTH SCITUATE (1975)
 LW0450
 LW0450                         *CURRENT SURVEY CONTROL
 LW0450  ___________________________________________________________________
 LW0450* NAD 83(1986)-  41 49 26.     (N)    071 29 58.     (W)     SCALED    
 LW0450* NAVD 88     -        44.498  (meters)     145.99   (feet)  ADJUSTED  
 LW0450  ___________________________________________________________________
 LW0450  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW0450  DYNAMIC HT  -          44.483 (meters)     145.94  (feet)  COMP
 LW0450  MODELED GRAV-     980,291.3   (mgal)                       NAVD 88
 LW0450
 LW0450  VERT ORDER  -  SECOND    CLASS 0
 LW0450
 LW0450.The horizontal coordinates were scaled from a topographic map and have
 LW0450.an estimated accuracy of +/- 6 seconds.
 LW0450
 LW0450.The orthometric height was determined by differential leveling
 LW0450.and adjusted by the National Geodetic Survey in June 1991..
 LW0450
 LW0450.The geoid height was determined by GEOID03.
 LW0450
 LW0450.The dynamic height is computed by dividing the NAVD 88
 LW0450.geopotential number by the normal gravity value computed on the
 LW0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0450.degrees latitude (g = 980.6199 gals.).
 LW0450
 LW0450.The modeled gravity was interpolated from observed gravity values.
 LW0450
 LW0450;                    North         East    Units  Estimated Accuracy
 LW0450;SPC RI       -    82,250.      100,050.      MT  (+/- 180 meters Scaled)
 LW0450
 LW0450                          SUPERSEDED SURVEY CONTROL
 LW0450
 LW0450  NGVD 29 (??/??/92)   44.748  (m)          146.81   (f) ADJ UNCH    2 0
 LW0450
 LW0450.Superseded values are not recommended for survey control.
 LW0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0450.See file dsdata.txt to determine how the superseded data were derived.
 LW0450
 LW0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG924332(NAD 83)
 LW0450_MARKER: DD = SURVEY DISK
 LW0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0450_STAMPING: 133
 LW0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0450+STABILITY: SURFACE MOTION
 LW0450
 LW0450  HISTORY     - Date     Condition        Report By
 LW0450  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0450  HISTORY     - 1969     GOOD             NGS
 LW0450
 LW0450                          STATION DESCRIPTION
 LW0450
 LW0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0450'AT JOHNSTON.
 LW0450'AT JOHNSTON, AT THE NORTHWEST CORNER OF THE INTERSECTION OF U.S.
 LW0450'HIGHWAY 6 AND STATE HIGHWAY 5, IN THE SOUTHWEST EDGE OF THE BLACK
 LW0450'TOPPED PARKING AREA FOR THE BURGER CHEF DRIVE-IN RESTAURANT, 96
 LW0450'FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF STATE
 LW0450'HIGHWAY 5, 7.4 FEET NORTH OF THE NORTH CURB OF U.S. HIGHWAY 6, 10
 LW0450'FEET SOUTH OF THE SOUTHEAST CORNER OF A BOX MADE OF BRICKS AROUND
 LW0450'A SIGN, 4 1/2 FEET EAST OF POWER LINE POLE 78, 1 FOOT ABOVE THE
 LW0450'LEVEL OF THE U.S. HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW0450'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1253 ***********************************************************************
 LW1253  DESIGNATION -  134
 LW1253  PID         -  LW1253
 LW1253  STATE/COUNTY-  RI/PROVIDENCE
 LW1253  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1253
 LW1253                         *CURRENT SURVEY CONTROL
 LW1253  ___________________________________________________________________
 LW1253* NAD 83(1986)-  41 49 32.     (N)    071 30 27.     (W)     SCALED    
 LW1253* NAVD 88     -        46.671  (meters)     153.12   (feet)  ADJUSTED  
 LW1253  ___________________________________________________________________
 LW1253  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW1253  DYNAMIC HT  -          46.656 (meters)     153.07  (feet)  COMP
 LW1253  MODELED GRAV-     980,289.1   (mgal)                       NAVD 88
 LW1253
 LW1253  VERT ORDER  -  SECOND    CLASS 0
 LW1253
 LW1253.The horizontal coordinates were scaled from a topographic map and have
 LW1253.an estimated accuracy of +/- 6 seconds.
 LW1253
 LW1253.The orthometric height was determined by differential leveling
 LW1253.and adjusted by the National Geodetic Survey in June 1991..
 LW1253
 LW1253.The geoid height was determined by GEOID03.
 LW1253
 LW1253.The dynamic height is computed by dividing the NAVD 88
 LW1253.geopotential number by the normal gravity value computed on the
 LW1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1253.degrees latitude (g = 980.6199 gals.).
 LW1253
 LW1253.The modeled gravity was interpolated from observed gravity values.
 LW1253
 LW1253;                    North         East    Units  Estimated Accuracy
 LW1253;SPC RI       -    82,430.       99,380.      MT  (+/- 180 meters Scaled)
 LW1253
 LW1253                          SUPERSEDED SURVEY CONTROL
 LW1253
 LW1253  NGVD 29 (??/??/92)   46.921  (m)          153.94   (f) ADJ UNCH    2 0
 LW1253
 LW1253.Superseded values are not recommended for survey control.
 LW1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1253.See file dsdata.txt to determine how the superseded data were derived.
 LW1253
 LW1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG917334(NAD 83)
 LW1253_MARKER: DD = SURVEY DISK
 LW1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1253_STAMPING: 134
 LW1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1253+STABILITY: SURFACE MOTION
 LW1253
 LW1253  HISTORY     - Date     Condition        Report By
 LW1253  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1253  HISTORY     - 1969     GOOD             NGS
 LW1253
 LW1253                          STATION DESCRIPTION
 LW1253
 LW1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1253'0.4 MI W FROM JOHNSTON.
 LW1253'ABOUT 0.45 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1253'OF STATE HIGHWAY 5 AT JOHNSTON, AT THE JUNCTION OF MEMORIAL
 LW1253'DRIVE LEADING NORTH ALONG THE WEST SIDE OF A LAKE, 135 FEET
 LW1253'WEST OF THE CENTER OF THE JUNCTION OF OLD POCASSET ROAD LEADING
 LW1253'TO THE SOUTHWEST, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LW1253'EASTBOUND LANE OF THE HIGHWAY, 20 FEET SOUTHEAST OF POWER LINE
 LW1253'POLE 99, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LW1253'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1256 ***********************************************************************
 LW1256  DESIGNATION -  135 RIBPR
 LW1256  PID         -  LW1256
 LW1256  STATE/COUNTY-  RI/PROVIDENCE
 LW1256  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1256
 LW1256                         *CURRENT SURVEY CONTROL
 LW1256  ___________________________________________________________________
 LW1256* NAD 83(1986)-  41 49 50.     (N)    071 31 30.     (W)     SCALED    
 LW1256* NAVD 88     -        85.709  (meters)     281.20   (feet)  ADJUSTED  
 LW1256  ___________________________________________________________________
 LW1256  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW1256  DYNAMIC HT  -          85.680 (meters)     281.10  (feet)  COMP
 LW1256  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 LW1256
 LW1256  VERT ORDER  -  SECOND    CLASS 0
 LW1256
 LW1256.The horizontal coordinates were scaled from a topographic map and have
 LW1256.an estimated accuracy of +/- 6 seconds.
 LW1256
 LW1256.The orthometric height was determined by differential leveling
 LW1256.and adjusted by the National Geodetic Survey in June 1991..
 LW1256
 LW1256.The geoid height was determined by GEOID03.
 LW1256
 LW1256.The dynamic height is computed by dividing the NAVD 88
 LW1256.geopotential number by the normal gravity value computed on the
 LW1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1256.degrees latitude (g = 980.6199 gals.).
 LW1256
 LW1256.The modeled gravity was interpolated from observed gravity values.
 LW1256
 LW1256;                    North         East    Units  Estimated Accuracy
 LW1256;SPC RI       -    82,990.       97,920.      MT  (+/- 180 meters Scaled)
 LW1256
 LW1256                          SUPERSEDED SURVEY CONTROL
 LW1256
 LW1256  NGVD 29 (??/??/92)   85.957  (m)          282.01   (f) ADJ UNCH    2 0
 LW1256
 LW1256.Superseded values are not recommended for survey control.
 LW1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1256.See file dsdata.txt to determine how the superseded data were derived.
 LW1256
 LW1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG903340(NAD 83)
 LW1256_MARKER: DD = SURVEY DISK
 LW1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1256_SP_SET: CONCRETE POST
 LW1256_STAMPING: 135
 LW1256_MARK LOGO: RIBPR 
 LW1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1256+STABILITY: SURFACE MOTION
 LW1256
 LW1256  HISTORY     - Date     Condition        Report By
 LW1256  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1256  HISTORY     - 1969     GOOD             NGS
 LW1256  HISTORY     - 1986     GOOD             RIGS
 LW1256
 LW1256                          STATION DESCRIPTION
 LW1256
 LW1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1256'3.6 MI NE FROM NORTH SCITUATE.
 LW1256'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1256'OF DANNIELSON PIKE AT NORTH SCITUATE, THENCE 3.2 MILES EAST ALONG
 LW1256'U.S. HIGHWAY 6, 1.45 MILES WEST OF THE INTERSECTION OF STATE
 LW1256'HIGHWAY 5 AT JOHNSTON, IN THE FRONT LAWN OF A FRAME HOUSE AT
 LW1256'NUMBER 2128, 71 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LW1256'EASTBOUND LANE OF THE HIGHWAY, 39 FEET SOUTHEAST OF THE CENTER
 LW1256'LINE OF A DRIVEWAY LEADING SOUTHWEST TO HOUSE, 49 1/2 FEET WEST
 LW1256'OF POWER LINE POLE 140, 24 FEET NORTHWEST OF A TRIPLE TRUNKED OAK
 LW1256'TREE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LW1256'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1256
 LW1256                          STATION RECOVERY (1986)
 LW1256
 LW1256'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1262 ***********************************************************************
 LW1262  DESIGNATION -  136
 LW1262  PID         -  LW1262
 LW1262  STATE/COUNTY-  RI/PROVIDENCE
 LW1262  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1262
 LW1262                         *CURRENT SURVEY CONTROL
 LW1262  ___________________________________________________________________
 LW1262* NAD 83(1986)-  41 49 52.     (N)    071 32 38.     (W)     SCALED    
 LW1262* NAVD 88     -       114.816  (meters)     376.69   (feet)  ADJUSTED  
 LW1262  ___________________________________________________________________
 LW1262  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW1262  DYNAMIC HT  -         114.777 (meters)     376.56  (feet)  COMP
 LW1262  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LW1262
 LW1262  VERT ORDER  -  SECOND    CLASS 0
 LW1262
 LW1262.The horizontal coordinates were scaled from a topographic map and have
 LW1262.an estimated accuracy of +/- 6 seconds.
 LW1262
 LW1262.The orthometric height was determined by differential leveling
 LW1262.and adjusted by the National Geodetic Survey in June 1991..
 LW1262
 LW1262.The geoid height was determined by GEOID03.
 LW1262
 LW1262.The dynamic height is computed by dividing the NAVD 88
 LW1262.geopotential number by the normal gravity value computed on the
 LW1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1262.degrees latitude (g = 980.6199 gals.).
 LW1262
 LW1262.The modeled gravity was interpolated from observed gravity values.
 LW1262
 LW1262;                    North         East    Units  Estimated Accuracy
 LW1262;SPC RI       -    83,050.       96,350.      MT  (+/- 180 meters Scaled)
 LW1262
 LW1262                          SUPERSEDED SURVEY CONTROL
 LW1262
 LW1262  NGVD 29 (??/??/92)  115.063  (m)          377.50   (f) ADJ UNCH    2 0
 LW1262
 LW1262.Superseded values are not recommended for survey control.
 LW1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1262.See file dsdata.txt to determine how the superseded data were derived.
 LW1262
 LW1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG887341(NAD 83)
 LW1262_MARKER: DD = SURVEY DISK
 LW1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1262_STAMPING: 136
 LW1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1262+STABILITY: SURFACE MOTION
 LW1262
 LW1262  HISTORY     - Date     Condition        Report By
 LW1262  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1262  HISTORY     - 1969     GOOD             NGS
 LW1262
 LW1262                          STATION DESCRIPTION
 LW1262
 LW1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1262'2.6 MI NE FROM NORTH SCITUATE.
 LW1262'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1262'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 2.2 MILES EAST ALONG
 LW1262'U.S. HIGHWAY 6, 132 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 LW1262'OF EARHART STREET, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LW1262'EASTBOUND LANE OF THE HIGHWAY, 15 FEET SOUTHEAST OF THE CENTER
 LW1262'LINE OF A DRIVEWAY TO A RESIDENCE AT 2444, 18 FEET NORTHWEST
 LW1262'OF THE CENTER LINE OF A DRIVEWAY TO A HOUSE AT 2436, 11 1/2 FEET
 LW1262'WEST OF POWER LINE POLE 181 1/2, 1.1 FEET SOUTHEAST OF THE
 LW1262'SOUTHEAST FACE OF A 1 FOOT HIGH CONCRETE WALL BETWEEN THE TWO
 LW1262'DRIVEWAYS, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 LW1262'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1264 ***********************************************************************
 LW1264  DESIGNATION -  138
 LW1264  PID         -  LW1264
 LW1264  STATE/COUNTY-  RI/PROVIDENCE
 LW1264  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1264
 LW1264                         *CURRENT SURVEY CONTROL
 LW1264  ___________________________________________________________________
 LW1264* NAD 83(1986)-  41 50 08.     (N)    071 34 30.     (W)     SCALED    
 LW1264* NAVD 88     -        97.609  (meters)     320.24   (feet)  ADJUSTED  
 LW1264  ___________________________________________________________________
 LW1264  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW1264  DYNAMIC HT  -          97.576 (meters)     320.13  (feet)  COMP
 LW1264  MODELED GRAV-     980,281.5   (mgal)                       NAVD 88
 LW1264
 LW1264  VERT ORDER  -  SECOND    CLASS 0
 LW1264
 LW1264.The horizontal coordinates were scaled from a topographic map and have
 LW1264.an estimated accuracy of +/- 6 seconds.
 LW1264
 LW1264.The orthometric height was determined by differential leveling
 LW1264.and adjusted by the National Geodetic Survey in June 1991..
 LW1264
 LW1264.The geoid height was determined by GEOID03.
 LW1264
 LW1264.The dynamic height is computed by dividing the NAVD 88
 LW1264.geopotential number by the normal gravity value computed on the
 LW1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1264.degrees latitude (g = 980.6199 gals.).
 LW1264
 LW1264.The modeled gravity was interpolated from observed gravity values.
 LW1264
 LW1264;                    North         East    Units  Estimated Accuracy
 LW1264;SPC RI       -    83,550.       93,770.      MT  (+/- 180 meters Scaled)
 LW1264
 LW1264                          SUPERSEDED SURVEY CONTROL
 LW1264
 LW1264  NGVD 29 (??/??/92)   97.856  (m)          321.05   (f) ADJ UNCH    2 0
 LW1264
 LW1264.Superseded values are not recommended for survey control.
 LW1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1264.See file dsdata.txt to determine how the superseded data were derived.
 LW1264
 LW1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG861347(NAD 83)
 LW1264_MARKER: DD = SURVEY DISK
 LW1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1264_STAMPING: 138
 LW1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1264+STABILITY: SURFACE MOTION
 LW1264
 LW1264  HISTORY     - Date     Condition        Report By
 LW1264  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1264  HISTORY     - 1969     GOOD             NGS
 LW1264
 LW1264                          STATION DESCRIPTION
 LW1264
 LW1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1264'1 MI NE FROM NORTH SCITUATE.
 LW1264'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1264'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 0.55 MILE EAST ALONG
 LW1264'U.S. HIGHWAY 6, AT THE JUNCTION OF DANIELSON ROAD AND U.S. HIGHWAY
 LW1264'6, 7.7 FEET NORTH OF THE NORTH CURB LINE OF THE HIGHWAY, 38 FEET
 LW1264'EAST OF POWER LINE POLE 13, 38 FEET SOUTHEAST OF THE NORTHEAST
 LW1264'LEG OF A LARGE SIGN KNOLLWOOD LAKES, 1 FOOT SOUTH OF THE SOUTH
 LW1264'FACE OF A STONE FENCE, 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 LW1264'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LW1264'THE LEVEL OF THE GROUND.  NOTE-- THE POST IS CHIPPED ON THE
 LW1264'SOUTH CORNER BUT MARK IS SOLID IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0987 ***********************************************************************
 LW0987  DESIGNATION -  14 M
 LW0987  PID         -  LW0987
 LW0987  STATE/COUNTY-  RI/WASHINGTON
 LW0987  USGS QUAD   -  CAROLINA (1970)
 LW0987
 LW0987                         *CURRENT SURVEY CONTROL
 LW0987  ___________________________________________________________________
 LW0987* NAD 83(1986)-  41 22 59.     (N)    071 37 59.     (W)     SCALED    
 LW0987* NAVD 88     -         5.542  (meters)      18.18   (feet)  ADJUSTED  
 LW0987  ___________________________________________________________________
 LW0987  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LW0987  DYNAMIC HT  -           5.540 (meters)      18.18  (feet)  COMP
 LW0987  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 LW0987
 LW0987  VERT ORDER  -  SECOND    CLASS 0
 LW0987
 LW0987.The horizontal coordinates were scaled from a topographic map and have
 LW0987.an estimated accuracy of +/- 6 seconds.
 LW0987
 LW0987.The orthometric height was determined by differential leveling
 LW0987.and adjusted by the National Geodetic Survey in June 1991..
 LW0987
 LW0987.The geoid height was determined by GEOID03.
 LW0987
 LW0987.The dynamic height is computed by dividing the NAVD 88
 LW0987.geopotential number by the normal gravity value computed on the
 LW0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0987.degrees latitude (g = 980.6199 gals.).
 LW0987
 LW0987.The modeled gravity was interpolated from observed gravity values.
 LW0987
 LW0987;                    North         East    Units  Estimated Accuracy
 LW0987;SPC RI       -    33,300.       88,870.      MT  (+/- 180 meters Scaled)
 LW0987
 LW0987                          SUPERSEDED SURVEY CONTROL
 LW0987
 LW0987  NGVD 29 (??/??/92)    5.825  (m)           19.11   (f) ADJ UNCH    2 0
 LW0987
 LW0987.Superseded values are not recommended for survey control.
 LW0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0987.See file dsdata.txt to determine how the superseded data were derived.
 LW0987
 LW0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF798846(NAD 83)
 LW0987_STAMPING: 14 M 1941 19
 LW0987_MARK LOGO: USGS  
 LW0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0987
 LW0987  HISTORY     - Date     Condition        Report By
 LW0987  HISTORY     - 1941     FIRST OBSERVED   USGS
 LW0987  HISTORY     - 1969     GOOD             NGS
 LW0987  HISTORY     - 19860606 GOOD             RIGS
 LW0987  HISTORY     - 1988     GOOD             USPSQD
 LW0987  HISTORY     - 1988     GOOD             USPSQD
 LW0987  HISTORY     - 1989     GOOD             USPSQD
 LW0987  HISTORY     - 19900606 GOOD             RIGS
 LW0987
 LW0987                          STATION DESCRIPTION
 LW0987
 LW0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0987'AT CHARLESTOWN.
 LW0987'AT CHARLESTOWN, 0.1 MILE SOUTH OF U.S. HIGHWAY 1, AT THE
 LW0987'JUNCTION OF A BLACK TOP ROAD, ALONG STATE HIGHWAY 1 A, ACROSS
 LW0987'THE HIGHWAY FROM THE CROSS MILL GENERAL STORE, SET ON THE TOP
 LW0987'AND AT THE SOUTH CORNER OF A 5-BY 2 1/2-FEET GRANITE SLAB AT
 LW0987'THE SOUTHWEST ENTRANCE TO A BUILDING, BETWEEN TWO ROCK COLUMN,
 LW0987'FLUSH WITH THE BLACK TOP, 54 FEET NORTHEAST OF THE CENTER LINE
 LW0987'OF STATE HIGHWAY 1A, 46 FEET NORTHWEST OF THE CENTER LINE OF A
 LW0987'BLACK TOPPED ROAD LEADING NORTHERLY TO U.S. HIGHWAY 1, 2 FEET
 LW0987'SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE FLOOR OF THE
 LW0987'PORCH, 48 FEET EAST OF BENCH MARK 308 (RIBPR) DESCRIBED AND
 LW0987'ABOUT LEVEL WITH THE HIGHWAY.
 LW0987
 LW0987                          STATION RECOVERY (1986)
 LW0987
 LW0987'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW0987'RECOVERED AS DESCRIBED.
 LW0987
 LW0987                          STATION RECOVERY (1988)
 LW0987
 LW0987'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0987'RECOVERED IN GOOD CONDITION.
 LW0987
 LW0987                          STATION RECOVERY (1988)
 LW0987
 LW0987'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0987'RECOVERED IN GOOD CONDITION.
 LW0987
 LW0987                          STATION RECOVERY (1989)
 LW0987
 LW0987'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0987'RECOVERED IN GOOD CONDITION.
 LW0987
 LW0987                          STATION RECOVERY (1990)
 LW0987
 LW0987'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0987'AT CHARLESTOWN, 0.1 MILE SOUTH OF U.S. HIGHWAY 1, AT THE JUNCTION OF
 LW0987'A BLACK TOP ROAD, ALONG STATE HIGHWAY 1 A, ACROSS THE HIGHWAY FROM
 LW0987'THE CROSS MILL GENERAL STORE, SET ON THE TOP AND AT THE SOUTH CORNER
 LW0987'OF A 5-BY 2 1/2-FEET GRANITE SLAB AT THE SOUTHWEST ENTRANCE TO A
 LW0987'BUILDING, BETWEEN TWO ROCK COLUMN, FLUSH WITH THE BLACK TOP, 54 FEET
 LW0987'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 1A, 46 FEET NORTHWEST
 LW0987'OF THE CENTER LINE OF A BLACK TOPPED ROAD LEADING NORTHERLY TO U.S.
 LW0987'HIGHWAY 1, 2 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE
 LW0987'FLOOR OF THE PORCH, 48 FEET EAST OF BENCH MARK 308 (RIBPR) DESCRIBED
 LW0987'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1278 ***********************************************************************
 LW1278  DESIGNATION -  146
 LW1278  PID         -  LW1278
 LW1278  STATE/COUNTY-  RI/PROVIDENCE
 LW1278  USGS QUAD   -  CLAYVILLE (1975)
 LW1278
 LW1278                         *CURRENT SURVEY CONTROL
 LW1278  ___________________________________________________________________
 LW1278* NAD 83(1986)-  41 49 31.     (N)    071 41 08.     (W)     SCALED    
 LW1278* NAVD 88     -       183.102  (meters)     600.73   (feet)  ADJUSTED  
 LW1278  ___________________________________________________________________
 LW1278  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW1278  DYNAMIC HT  -         183.039 (meters)     600.52  (feet)  COMP
 LW1278  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 LW1278
 LW1278  VERT ORDER  -  SECOND    CLASS 0
 LW1278
 LW1278.The horizontal coordinates were scaled from a topographic map and have
 LW1278.an estimated accuracy of +/- 6 seconds.
 LW1278
 LW1278.The orthometric height was determined by differential leveling
 LW1278.and adjusted by the National Geodetic Survey in June 1991..
 LW1278
 LW1278.The geoid height was determined by GEOID03.
 LW1278
 LW1278.The dynamic height is computed by dividing the NAVD 88
 LW1278.geopotential number by the normal gravity value computed on the
 LW1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1278.degrees latitude (g = 980.6199 gals.).
 LW1278
 LW1278.The modeled gravity was interpolated from observed gravity values.
 LW1278
 LW1278;                    North         East    Units  Estimated Accuracy
 LW1278;SPC RI       -    82,420.       84,590.      MT  (+/- 180 meters Scaled)
 LW1278
 LW1278                          SUPERSEDED SURVEY CONTROL
 LW1278
 LW1278  NGVD 29 (??/??/92)  183.345  (m)          601.52   (f) ADJ UNCH    2 0
 LW1278
 LW1278.Superseded values are not recommended for survey control.
 LW1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1278.See file dsdata.txt to determine how the superseded data were derived.
 LW1278
 LW1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG769338(NAD 83)
 LW1278_MARKER: DD = SURVEY DISK
 LW1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1278_STAMPING: 146
 LW1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1278+STABILITY: SURFACE MOTION
 LW1278
 LW1278  HISTORY     - Date     Condition        Report By
 LW1278  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1278  HISTORY     - 1969     GOOD             NGS
 LW1278  HISTORY     - 1988     GOOD             USPSQD
 LW1278
 LW1278                          STATION DESCRIPTION
 LW1278
 LW1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1278'2.7 MI E FROM SIMMONS CORNER.
 LW1278'ABOUT 2.7 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1278'OF STATE HIGHWAY 94 AT SIMMONS CORNER, 47 FEET NORTHEAST OF THE
 LW1278'CENTER OF THE JUNCTION OF THE HIGHWAY AND TUCKER HOLLOW ROAD,
 LW1278'27 1/2 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF
 LW1278'THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 11.4
 LW1278'FEET NORTHEAST OF THE EAST END OF A 12-INCH PIPE CULVERT UNDER
 LW1278'THE ROAD, 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 LW1278'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 LW1278'OF THE GROUND.
 LW1278
 LW1278                          STATION RECOVERY (1988)
 LW1278
 LW1278'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1279 ***********************************************************************
 LW1279  DESIGNATION -  147
 LW1279  PID         -  LW1279
 LW1279  STATE/COUNTY-  RI/PROVIDENCE
 LW1279  USGS QUAD   -  CLAYVILLE (1975)
 LW1279
 LW1279                         *CURRENT SURVEY CONTROL
 LW1279  ___________________________________________________________________
 LW1279* NAD 83(1986)-  41 49 22.     (N)    071 41 34.     (W)     SCALED    
 LW1279* NAVD 88     -       152.945  (meters)     501.79   (feet)  ADJUSTED  
 LW1279  ___________________________________________________________________
 LW1279  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW1279  DYNAMIC HT  -         152.892 (meters)     501.61  (feet)  COMP
 LW1279  MODELED GRAV-     980,272.5   (mgal)                       NAVD 88
 LW1279
 LW1279  VERT ORDER  -  SECOND    CLASS 0
 LW1279
 LW1279.The horizontal coordinates were scaled from a topographic map and have
 LW1279.an estimated accuracy of +/- 6 seconds.
 LW1279
 LW1279.The orthometric height was determined by differential leveling
 LW1279.and adjusted by the National Geodetic Survey in June 1991..
 LW1279
 LW1279.The geoid height was determined by GEOID03.
 LW1279
 LW1279.The dynamic height is computed by dividing the NAVD 88
 LW1279.geopotential number by the normal gravity value computed on the
 LW1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1279.degrees latitude (g = 980.6199 gals.).
 LW1279
 LW1279.The modeled gravity was interpolated from observed gravity values.
 LW1279
 LW1279;                    North         East    Units  Estimated Accuracy
 LW1279;SPC RI       -    82,140.       83,980.      MT  (+/- 180 meters Scaled)
 LW1279
 LW1279                          SUPERSEDED SURVEY CONTROL
 LW1279
 LW1279  NGVD 29 (??/??/92)  153.189  (m)          502.59   (f) ADJ UNCH    2 0
 LW1279
 LW1279.Superseded values are not recommended for survey control.
 LW1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1279.See file dsdata.txt to determine how the superseded data were derived.
 LW1279
 LW1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG763336(NAD 83)
 LW1279_MARKER: DD = SURVEY DISK
 LW1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1279_STAMPING: 147
 LW1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1279+STABILITY: SURFACE MOTION
 LW1279
 LW1279  HISTORY     - Date     Condition        Report By
 LW1279  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1279  HISTORY     - 1969     GOOD             NGS
 LW1279  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1279  HISTORY     - 20060206 GOOD             GEOCAC
 LW1279
 LW1279                          STATION DESCRIPTION
 LW1279
 LW1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1279'2.3 MI E FROM SIMMONS CORNER.
 LW1279'ABOUT 2.3 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1279'OF STATE HIGHWAY 94 AT SIMMONS CORNER, ABOUT 0.5 MILE EAST OF THE
 LW1279'JUNCTION OF A BLACK TOPPED ROAD LEADING TO THE NORTHWEST, ON THE
 LW1279'WEST SLOPE OF A HILL, ABOUT 80 YARDS NORTHEAST OF THE CENTER OF
 LW1279'THE JUNCTION OF ROUND HILL ROAD, 79 FEET NORTH OF THE CENTER
 LW1279'LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 120 FEET NORTH-NORTHEAST
 LW1279'AND ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 15, 19 FEET
 LW1279'NORTHEAST OF THE CENTER OF A 2-FOOT ROUND MANHOLE COVER, 11.4 FEET
 LW1279'EAST OF TELEPHONE CABLE POLE MARKER NO. 663-13V, 1.1 FEET EAST
 LW1279'OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE
 LW1279'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 LW1279'ABOVE THE LEVEL OF THE GROUND.
 LW1279
 LW1279                          STATION RECOVERY (1988)
 LW1279
 LW1279'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1279'MARK NOT FOUND.
 LW1279
 LW1279                          STATION RECOVERY (2006)
 LW1279
 LW1279'RECOVERY NOTE BY GEOCACHING 2006 (TDS)
 LW1279'FOUND MARK IN GOOD CONDITION.
 LW1279'1.1 FEET EAST OF A METAL WITNESS POST,
 LW1279' 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY
 LW1279' AND SET IN THE TOP OF A CONCRETE
 LW1279' POST 2 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1282 ***********************************************************************
 LW1282  DESIGNATION -  148
 LW1282  PID         -  LW1282
 LW1282  STATE/COUNTY-  RI/PROVIDENCE
 LW1282  USGS QUAD   -  CLAYVILLE (1975)
 LW1282
 LW1282                         *CURRENT SURVEY CONTROL
 LW1282  ___________________________________________________________________
 LW1282* NAD 83(1986)-  41 49 10.     (N)    071 42 42.     (W)     SCALED    
 LW1282* NAVD 88     -       134.720  (meters)     441.99   (feet)  ADJUSTED  
 LW1282  ___________________________________________________________________
 LW1282  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW1282  DYNAMIC HT  -         134.673 (meters)     441.84  (feet)  COMP
 LW1282  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 LW1282
 LW1282  VERT ORDER  -  SECOND    CLASS 0
 LW1282
 LW1282.The horizontal coordinates were scaled from a topographic map and have
 LW1282.an estimated accuracy of +/- 6 seconds.
 LW1282
 LW1282.The orthometric height was determined by differential leveling
 LW1282.and adjusted by the National Geodetic Survey in June 1991..
 LW1282
 LW1282.The geoid height was determined by GEOID03.
 LW1282
 LW1282.The dynamic height is computed by dividing the NAVD 88
 LW1282.geopotential number by the normal gravity value computed on the
 LW1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1282.degrees latitude (g = 980.6199 gals.).
 LW1282
 LW1282.The modeled gravity was interpolated from observed gravity values.
 LW1282
 LW1282;                    North         East    Units  Estimated Accuracy
 LW1282;SPC RI       -    81,780.       82,410.      MT  (+/- 180 meters Scaled)
 LW1282
 LW1282                          SUPERSEDED SURVEY CONTROL
 LW1282
 LW1282  NGVD 29 (??/??/92)  134.963  (m)          442.79   (f) ADJ UNCH    2 0
 LW1282
 LW1282.Superseded values are not recommended for survey control.
 LW1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1282.See file dsdata.txt to determine how the superseded data were derived.
 LW1282
 LW1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG747332(NAD 83)
 LW1282_MARKER: DD = SURVEY DISK
 LW1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1282_STAMPING: 148
 LW1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1282+STABILITY: SURFACE MOTION
 LW1282
 LW1282  HISTORY     - Date     Condition        Report By
 LW1282  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1282  HISTORY     - 1969     GOOD             NGS
 LW1282  HISTORY     - 1987     GOOD             USPSQD
 LW1282  HISTORY     - 1988     GOOD             USPSQD
 LW1282  HISTORY     - 19900825 GOOD             USPSQD
 LW1282
 LW1282                          STATION DESCRIPTION
 LW1282
 LW1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1282'1.2 MI E FROM SIMMONS CORNER.
 LW1282'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1282'OF STATE HIGHWAY 94 AT SIMMONS CORNER, ABOUT 67 YARDS NORTHEAST
 LW1282'OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF THE
 LW1282'OFFICE BUILDING OF DR. ROBERT F. SPENCER, 76 1/2 FEET NORTHWEST
 LW1282'OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 43, 21.8 FEET
 LW1282'NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY,
 LW1282'32 1/2 FEET SOUTHWEST OF A 24-INCH PINE TREE, 1/2 FOOT SOUTH OF
 LW1282'THE SOUTH EDGE OF A BOULDER WHICH IS 6 FEET LONG AND 1 FOOT
 LW1282'HIGH, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LW1282'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1282
 LW1282                          STATION RECOVERY (1987)
 LW1282
 LW1282'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1282'RECOVERED IN GOOD CONDITION.
 LW1282
 LW1282                          STATION RECOVERY (1988)
 LW1282
 LW1282'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1282'RECOVERED IN GOOD CONDITION.
 LW1282
 LW1282                          STATION RECOVERY (1990)
 LW1282
 LW1282'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1284 ***********************************************************************
 LW1284  DESIGNATION -  149
 LW1284  PID         -  LW1284
 LW1284  STATE/COUNTY-  RI/PROVIDENCE
 LW1284  USGS QUAD   -  CLAYVILLE (1975)
 LW1284
 LW1284                         *CURRENT SURVEY CONTROL
 LW1284  ___________________________________________________________________
 LW1284* NAD 83(1986)-  41 48 57.     (N)    071 43 37.     (W)     SCALED    
 LW1284* NAVD 88     -       147.437  (meters)     483.72   (feet)  ADJUSTED  
 LW1284  ___________________________________________________________________
 LW1284  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW1284  DYNAMIC HT  -         147.385 (meters)     483.55  (feet)  COMP
 LW1284  MODELED GRAV-     980,271.0   (mgal)                       NAVD 88
 LW1284
 LW1284  VERT ORDER  -  SECOND    CLASS 0
 LW1284
 LW1284.The horizontal coordinates were scaled from a topographic map and have
 LW1284.an estimated accuracy of +/- 6 seconds.
 LW1284
 LW1284.The orthometric height was determined by differential leveling
 LW1284.and adjusted by the National Geodetic Survey in June 1991..
 LW1284
 LW1284.The geoid height was determined by GEOID03.
 LW1284
 LW1284.The dynamic height is computed by dividing the NAVD 88
 LW1284.geopotential number by the normal gravity value computed on the
 LW1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1284.degrees latitude (g = 980.6199 gals.).
 LW1284
 LW1284.The modeled gravity was interpolated from observed gravity values.
 LW1284
 LW1284;                    North         East    Units  Estimated Accuracy
 LW1284;SPC RI       -    81,380.       81,140.      MT  (+/- 180 meters Scaled)
 LW1284
 LW1284                          SUPERSEDED SURVEY CONTROL
 LW1284
 LW1284  NGVD 29 (??/??/92)  147.680  (m)          484.51   (f) ADJ UNCH    2 0
 LW1284
 LW1284.Superseded values are not recommended for survey control.
 LW1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1284.See file dsdata.txt to determine how the superseded data were derived.
 LW1284
 LW1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG735329(NAD 83)
 LW1284_MARKER: DD = SURVEY DISK
 LW1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1284_STAMPING: 149
 LW1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1284+STABILITY: SURFACE MOTION
 LW1284
 LW1284  HISTORY     - Date     Condition        Report By
 LW1284  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1284  HISTORY     - 1969     GOOD             NGS
 LW1284  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1284  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1284
 LW1284                          STATION DESCRIPTION
 LW1284
 LW1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1284'0.4 MI E FROM SIMMONS CORNER.
 LW1284'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1284'OF STATE HIGHWAY 94 AT SIMMONS CORNER, 121 FEET NORTHEAST OF
 LW1284'AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A SUNOCO
 LW1284'SERVICE STATION, 21 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND
 LW1284'LANE OF THE HIGHWAY, 71 1/2 FEET NORTHWEST OF AND ACROSS THE
 LW1284'HIGHWAY FROM POWER LINE POLE 93, 74 FEET WEST OF THE CENTER LINE
 LW1284'OF A PRIVATE DIRT ROAD LEADING NORTH, ABOUT LEVEL WITH THE
 LW1284'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LW1284'INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1284
 LW1284                          STATION RECOVERY (1987)
 LW1284
 LW1284'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1284'MARK NOT FOUND.
 LW1284
 LW1284                          STATION RECOVERY (1988)
 LW1284
 LW1284'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1285 ***********************************************************************
 LW1285  DESIGNATION -  150RIBPR
 LW1285  PID         -  LW1285
 LW1285  STATE/COUNTY-  RI/PROVIDENCE
 LW1285  USGS QUAD   -  CLAYVILLE (1975)
 LW1285
 LW1285                         *CURRENT SURVEY CONTROL
 LW1285  ___________________________________________________________________
 LW1285* NAD 83(1986)-  41 48 53.     (N)    071 44 06.     (W)     SCALED    
 LW1285* NAVD 88     -       152.553  (meters)     500.50   (feet)  ADJUSTED  
 LW1285  ___________________________________________________________________
 LW1285  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW1285  DYNAMIC HT  -         152.499 (meters)     500.32  (feet)  COMP
 LW1285  MODELED GRAV-     980,270.9   (mgal)                       NAVD 88
 LW1285
 LW1285  VERT ORDER  -  SECOND    CLASS 0
 LW1285
 LW1285.The horizontal coordinates were scaled from a topographic map and have
 LW1285.an estimated accuracy of +/- 6 seconds.
 LW1285
 LW1285.The orthometric height was determined by differential leveling
 LW1285.and adjusted by the National Geodetic Survey in June 1991..
 LW1285
 LW1285.The geoid height was determined by GEOID03.
 LW1285
 LW1285.The dynamic height is computed by dividing the NAVD 88
 LW1285.geopotential number by the normal gravity value computed on the
 LW1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1285.degrees latitude (g = 980.6199 gals.).
 LW1285
 LW1285.The modeled gravity was interpolated from observed gravity values.
 LW1285
 LW1285;                    North         East    Units  Estimated Accuracy
 LW1285;SPC RI       -    81,260.       80,470.      MT  (+/- 180 meters Scaled)
 LW1285
 LW1285                          SUPERSEDED SURVEY CONTROL
 LW1285
 LW1285  NGVD 29 (??/??/92)  152.796  (m)          501.30   (f) ADJ UNCH    2 0
 LW1285
 LW1285.Superseded values are not recommended for survey control.
 LW1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1285.See file dsdata.txt to determine how the superseded data were derived.
 LW1285
 LW1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG728328(NAD 83)
 LW1285_MARKER: DD = SURVEY DISK
 LW1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1285_SP_SET: CONCRETE POST
 LW1285_STAMPING: 150
 LW1285_MARK LOGO: RIBPR 
 LW1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1285+STABILITY: SURFACE MOTION
 LW1285
 LW1285  HISTORY     - Date     Condition        Report By
 LW1285  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1285  HISTORY     - 1969     GOOD             NGS
 LW1285  HISTORY     - 19890310 GOOD             RIGS
 LW1285
 LW1285                          STATION DESCRIPTION
 LW1285
 LW1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1285'AT SIMMONS CORNER.
 LW1285'AT SIMMONS CORNER, 257 FEET WEST OF THE CENTER OF THE INTERSECTION
 LW1285'OF U.S. HIGHWAY 6 AND STATE HIGHWAY 94, 125 1/2 FEET NORTHWEST
 LW1285'OF THE NORTHWEST CORNER OF AN EPISCOPAL CHURCH (CHURCH OF THE
 LW1285'MESSIAH, FOSTER R.I.), 28 1/2 FEET SOUTH OF THE CENTER LINE
 LW1285'OF THE EASTBOUND LANE OF THE U.S. HWY, 39 1/2 FEET WEST-NORTHWEST
 LW1285'OF THE NORTH ONE OF TWO 24-INCH MAPLE TREES, 2 FEET ABOVE THE
 LW1285'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1285'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW1285
 LW1285                          STATION RECOVERY (1989)
 LW1285
 LW1285'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1287 ***********************************************************************
 LW1287  DESIGNATION -  151
 LW1287  PID         -  LW1287
 LW1287  STATE/COUNTY-  RI/PROVIDENCE
 LW1287  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1287
 LW1287                         *CURRENT SURVEY CONTROL
 LW1287  ___________________________________________________________________
 LW1287* NAD 83(1986)-  41 48 46.     (N)    071 45 01.     (W)     SCALED    
 LW1287* NAVD 88     -       191.581  (meters)     628.55   (feet)  ADJUSTED  
 LW1287  ___________________________________________________________________
 LW1287  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW1287  DYNAMIC HT  -         191.513 (meters)     628.32  (feet)  COMP
 LW1287  MODELED GRAV-     980,265.5   (mgal)                       NAVD 88
 LW1287
 LW1287  VERT ORDER  -  SECOND    CLASS 0
 LW1287
 LW1287.The horizontal coordinates were scaled from a topographic map and have
 LW1287.an estimated accuracy of +/- 6 seconds.
 LW1287
 LW1287.The orthometric height was determined by differential leveling
 LW1287.and adjusted by the National Geodetic Survey in June 1991..
 LW1287
 LW1287.The geoid height was determined by GEOID03.
 LW1287
 LW1287.The dynamic height is computed by dividing the NAVD 88
 LW1287.geopotential number by the normal gravity value computed on the
 LW1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1287.degrees latitude (g = 980.6199 gals.).
 LW1287
 LW1287.The modeled gravity was interpolated from observed gravity values.
 LW1287
 LW1287;                    North         East    Units  Estimated Accuracy
 LW1287;SPC RI       -    81,040.       79,200.      MT  (+/- 180 meters Scaled)
 LW1287
 LW1287                          SUPERSEDED SURVEY CONTROL
 LW1287
 LW1287  NGVD 29 (??/??/92)  191.822  (m)          629.34   (f) ADJ UNCH    2 0
 LW1287
 LW1287.Superseded values are not recommended for survey control.
 LW1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1287.See file dsdata.txt to determine how the superseded data were derived.
 LW1287
 LW1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG715326(NAD 83)
 LW1287_MARKER: DD = SURVEY DISK
 LW1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1287_STAMPING: 151
 LW1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1287+STABILITY: SURFACE MOTION
 LW1287
 LW1287  HISTORY     - Date     Condition        Report By
 LW1287  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1287  HISTORY     - 1969     GOOD             NGS
 LW1287  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1287  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1287
 LW1287                          STATION DESCRIPTION
 LW1287
 LW1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1287'0.8 MI W FROM SIMMONS CORNER.
 LW1287'ABOUT 0.85 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1287'OF STATE HIGHWAY 94 AT SIMMONS CORNER, ON THE WEST SLOPE AND
 LW1287'NEAR THE SUMMIT OF A HILL, 163 1/2 FEET EAST OF THE EXTENDED
 LW1287'EAST WALL OF THE BREEZY HILL CAFE, 30 FEET NORTH OF THE CENTER
 LW1287'LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 72 1/2 FEET NORTHEAST
 LW1287'OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 142, 40 FEET
 LW1287'NORTH OF THE CENTER OF A ROUND MANHOLE COVER LOCATED IN A
 LW1287'DRIVEWAY, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 LW1287'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW1287
 LW1287                          STATION RECOVERY (1987)
 LW1287
 LW1287'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1287'MARK NOT FOUND.
 LW1287
 LW1287                          STATION RECOVERY (1988)
 LW1287
 LW1287'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1292 ***********************************************************************
 LW1292  DESIGNATION -  152
 LW1292  PID         -  LW1292
 LW1292  STATE/COUNTY-  RI/PROVIDENCE
 LW1292  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1292
 LW1292                         *CURRENT SURVEY CONTROL
 LW1292  ___________________________________________________________________
 LW1292* NAD 83(1986)-  41 48 27.     (N)    071 45 54.     (W)     SCALED    
 LW1292* NAVD 88     -       198.481  (meters)     651.18   (feet)  ADJUSTED  
 LW1292  ___________________________________________________________________
 LW1292  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW1292  DYNAMIC HT  -         198.410 (meters)     650.95  (feet)  COMP
 LW1292  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 LW1292
 LW1292  VERT ORDER  -  SECOND    CLASS 0
 LW1292
 LW1292.The horizontal coordinates were scaled from a topographic map and have
 LW1292.an estimated accuracy of +/- 6 seconds.
 LW1292
 LW1292.The orthometric height was determined by differential leveling
 LW1292.and adjusted by the National Geodetic Survey in June 1991..
 LW1292
 LW1292.The geoid height was determined by GEOID03.
 LW1292
 LW1292.The dynamic height is computed by dividing the NAVD 88
 LW1292.geopotential number by the normal gravity value computed on the
 LW1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1292.degrees latitude (g = 980.6199 gals.).
 LW1292
 LW1292.The modeled gravity was interpolated from observed gravity values.
 LW1292
 LW1292;                    North         East    Units  Estimated Accuracy
 LW1292;SPC RI       -    80,460.       77,980.      MT  (+/- 180 meters Scaled)
 LW1292
 LW1292                          SUPERSEDED SURVEY CONTROL
 LW1292
 LW1292  NGVD 29 (??/??/92)  198.720  (m)          651.97   (f) ADJ UNCH    2 0
 LW1292
 LW1292.Superseded values are not recommended for survey control.
 LW1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1292.See file dsdata.txt to determine how the superseded data were derived.
 LW1292
 LW1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG703321(NAD 83)
 LW1292_MARKER: DD = SURVEY DISK
 LW1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1292_STAMPING: 152
 LW1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1292+STABILITY: SURFACE MOTION
 LW1292
 LW1292  HISTORY     - Date     Condition        Report By
 LW1292  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1292  HISTORY     - 1969     GOOD             NGS
 LW1292  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1292  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1292
 LW1292                          STATION DESCRIPTION
 LW1292
 LW1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1292'1.7 MI W FROM SIMMONS CORNER.
 LW1292'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1292'OF STATE HIGHWAY 94 AT SIMMONS CORNER, 93 FEET NORTHWEST OF AND
 LW1292'ACROSS THE HIGHWAY FROM POWER LINE POLE 160, 61 FEET NORTHWEST
 LW1292'OF THE CENTER OF THE JUNCTION OF A GRAVELED DRIVEWAY LEADING
 LW1292'SOUTH, 23 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE
 LW1292'OF THE HIGHWAY, 77 FEET WEST OF THE SOUTH END OF A STONE FENCE
 LW1292'WHICH LEADS NORTH FROM THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY
 LW1292'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW1292
 LW1292                          STATION RECOVERY (1987)
 LW1292
 LW1292'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1292'MARK NOT FOUND.
 LW1292
 LW1292                          STATION RECOVERY (1988)
 LW1292
 LW1292'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1294 ***********************************************************************
 LW1294  DESIGNATION -  153
 LW1294  PID         -  LW1294
 LW1294  STATE/COUNTY-  RI/PROVIDENCE
 LW1294  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1294
 LW1294                         *CURRENT SURVEY CONTROL
 LW1294  ___________________________________________________________________
 LW1294* NAD 83(1986)-  41 48 00.     (N)    071 46 51.     (W)     SCALED    
 LW1294* NAVD 88     -       195.442  (meters)     641.21   (feet)  ADJUSTED  
 LW1294  ___________________________________________________________________
 LW1294  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW1294  DYNAMIC HT  -         195.371 (meters)     640.98  (feet)  COMP
 LW1294  MODELED GRAV-     980,257.5   (mgal)                       NAVD 88
 LW1294
 LW1294  VERT ORDER  -  SECOND    CLASS 0
 LW1294
 LW1294.The horizontal coordinates were scaled from a topographic map and have
 LW1294.an estimated accuracy of +/- 6 seconds.
 LW1294
 LW1294.The orthometric height was determined by differential leveling
 LW1294.and adjusted by the National Geodetic Survey in June 1991..
 LW1294
 LW1294.The geoid height was determined by GEOID03.
 LW1294
 LW1294.The dynamic height is computed by dividing the NAVD 88
 LW1294.geopotential number by the normal gravity value computed on the
 LW1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1294.degrees latitude (g = 980.6199 gals.).
 LW1294
 LW1294.The modeled gravity was interpolated from observed gravity values.
 LW1294
 LW1294;                    North         East    Units  Estimated Accuracy
 LW1294;SPC RI       -    79,630.       76,660.      MT  (+/- 180 meters Scaled)
 LW1294
 LW1294                          SUPERSEDED SURVEY CONTROL
 LW1294
 LW1294  NGVD 29 (??/??/92)  195.681  (m)          642.00   (f) ADJ UNCH    2 0
 LW1294
 LW1294.Superseded values are not recommended for survey control.
 LW1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1294.See file dsdata.txt to determine how the superseded data were derived.
 LW1294
 LW1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG689313(NAD 83)
 LW1294_MARKER: DD = SURVEY DISK
 LW1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1294_STAMPING: 153
 LW1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1294+STABILITY: SURFACE MOTION
 LW1294
 LW1294  HISTORY     - Date     Condition        Report By
 LW1294  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1294  HISTORY     - 1969     GOOD             NGS
 LW1294  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1294  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1294
 LW1294                          STATION DESCRIPTION
 LW1294
 LW1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1294'2.7 MI W FROM SIMMONS CORNER.
 LW1294'ABOUT 2.7 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1294'OF STATE HIGHWAY 94 AT SIMMONS CORNER, ABOUT 0.65 MILE EAST OF
 LW1294'THE RHODE ISLAND-CONNECTICUT STATE LINE, 65 FEET NORTHWEST OF
 LW1294'AND ACROSS THE HIGHWAY FROM POWER LINE POLE 181, 27 FEET NORTH
 LW1294'OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 68
 LW1294'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE WEST ONE
 LW1294'OF TWO DRIVEWAYS LEADING NORTH TO A TWO-STORIED HOUSE, 54
 LW1294'FEET EAST OF THE CENTER LINE OF DRIVEWAY, 2 FEET BELOW THE
 LW1294'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1294'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1294
 LW1294                          STATION RECOVERY (1987)
 LW1294
 LW1294'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1294'MARK NOT FOUND.
 LW1294
 LW1294                          STATION RECOVERY (1988)
 LW1294
 LW1294'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0894 ***********************************************************************
 LW0894  DESIGNATION -  16 M
 LW0894  PID         -  LW0894
 LW0894  STATE/COUNTY-  RI/WASHINGTON
 LW0894  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW0894
 LW0894                         *CURRENT SURVEY CONTROL
 LW0894  ___________________________________________________________________
 LW0894* NAD 83(1986)-  41 21 26.     (N)    071 42 11.     (W)     SCALED    
 LW0894* NAVD 88     -        16.273  (meters)      53.39   (feet)  ADJUSTED  
 LW0894  ___________________________________________________________________
 LW0894  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW0894  DYNAMIC HT  -          16.268 (meters)      53.37  (feet)  COMP
 LW0894  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LW0894
 LW0894  VERT ORDER  -  SECOND    CLASS 0
 LW0894
 LW0894.The horizontal coordinates were scaled from a topographic map and have
 LW0894.an estimated accuracy of +/- 6 seconds.
 LW0894
 LW0894.The orthometric height was determined by differential leveling
 LW0894.and adjusted by the National Geodetic Survey in June 1991..
 LW0894
 LW0894.The geoid height was determined by GEOID03.
 LW0894
 LW0894.The dynamic height is computed by dividing the NAVD 88
 LW0894.geopotential number by the normal gravity value computed on the
 LW0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0894.degrees latitude (g = 980.6199 gals.).
 LW0894
 LW0894.The modeled gravity was interpolated from observed gravity values.
 LW0894
 LW0894;                    North         East    Units  Estimated Accuracy
 LW0894;SPC RI       -    30,440.       83,010.      MT  (+/- 180 meters Scaled)
 LW0894
 LW0894                          SUPERSEDED SURVEY CONTROL
 LW0894
 LW0894  NGVD 29 (??/??/92)   16.558  (m)           54.32   (f) ADJ UNCH    2 0
 LW0894
 LW0894.Superseded values are not recommended for survey control.
 LW0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0894.See file dsdata.txt to determine how the superseded data were derived.
 LW0894
 LW0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF738819(NAD 83)
 LW0894_MARKER: DD = SURVEY DISK
 LW0894_SETTING: 66 = SET IN ROCK OUTCROP
 LW0894_SP_SET: BEDROCK
 LW0894_STAMPING: 16 M 1941 54
 LW0894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0894+STABILITY: POSITION/ELEVATION WELL
 LW0894
 LW0894  HISTORY     - Date     Condition        Report By
 LW0894  HISTORY     - 1941     MONUMENTED       USGS
 LW0894  HISTORY     - 1969     GOOD             NGS
 LW0894  HISTORY     - 1988     GOOD             USPSQD
 LW0894  HISTORY     - 1988     GOOD             USPSQD
 LW0894  HISTORY     - 1989     GOOD             USPSQD
 LW0894  HISTORY     - 1990     GOOD             USPSQD
 LW0894
 LW0894                          STATION DESCRIPTION
 LW0894
 LW0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0894'4 MI SW FROM CHARLESTOWN.
 LW0894'ABOUT 4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE
 LW0894'JUNCTION OF STATE HIGHWAY 112 AND 2 AT CHARLESTOWN, ALONG THE
 LW0894'OLD HIGHWAY, IN THE LAWN OF THE CHARLESTOWN FIRST BAPTIST
 LW0894'CHURCH, SET ON THE TOP AND IN THE CENTER OF A 3 1/2-BY 2-FOOT
 LW0894'EXPOSED LAYER OF BEDROCK, ABOUT 60 YARDS NORTH OF THE CENTER
 LW0894'LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 63.2 FEET SOUTH
 LW0894'OF THE SOUTHWEST CORNER OF THE CHURCH BUILDING, 50.5 FEET
 LW0894'NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 72 1/2 FEET EAST
 LW0894'OF THE CENTER LINE OF A PRIVATE BLACK TOPPED ROAD LEADING
 LW0894'NORTH, ABOUT 3 FEET ABOVE THE LEVEL OF THE OLD HIGHWAY.
 LW0894
 LW0894                          STATION RECOVERY (1988)
 LW0894
 LW0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0894'RECOVERED IN GOOD CONDITION.
 LW0894
 LW0894                          STATION RECOVERY (1988)
 LW0894
 LW0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0894'RECOVERED IN GOOD CONDITION.
 LW0894
 LW0894                          STATION RECOVERY (1989)
 LW0894
 LW0894'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0894'RECOVERED IN GOOD CONDITION.
 LW0894
 LW0894                          STATION RECOVERY (1990)
 LW0894
 LW0894'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1327 ***********************************************************************
 LW1327  DESIGNATION -  163
 LW1327  PID         -  LW1327
 LW1327  STATE/COUNTY-  RI/PROVIDENCE
 LW1327  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1327
 LW1327                         *CURRENT SURVEY CONTROL
 LW1327  ___________________________________________________________________
 LW1327* NAD 83(1986)-  41 51 07.     (N)    071 34 51.     (W)     SCALED    
 LW1327* NAVD 88     -       116.212  (meters)     381.27   (feet)  ADJUSTED  
 LW1327  ___________________________________________________________________
 LW1327  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW1327  DYNAMIC HT  -         116.173 (meters)     381.14  (feet)  COMP
 LW1327  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 LW1327
 LW1327  VERT ORDER  -  SECOND    CLASS 0
 LW1327
 LW1327.The horizontal coordinates were scaled from a topographic map and have
 LW1327.an estimated accuracy of +/- 6 seconds.
 LW1327
 LW1327.The orthometric height was determined by differential leveling
 LW1327.and adjusted by the National Geodetic Survey in June 1991..
 LW1327
 LW1327.The geoid height was determined by GEOID03.
 LW1327
 LW1327.The dynamic height is computed by dividing the NAVD 88
 LW1327.geopotential number by the normal gravity value computed on the
 LW1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1327.degrees latitude (g = 980.6199 gals.).
 LW1327
 LW1327.The modeled gravity was interpolated from observed gravity values.
 LW1327
 LW1327;                    North         East    Units  Estimated Accuracy
 LW1327;SPC RI       -    85,370.       93,290.      MT  (+/- 180 meters Scaled)
 LW1327
 LW1327                          SUPERSEDED SURVEY CONTROL
 LW1327
 LW1327  NGVD 29 (??/??/92)  116.458  (m)          382.08   (f) ADJ UNCH    2 0
 LW1327
 LW1327.Superseded values are not recommended for survey control.
 LW1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1327.See file dsdata.txt to determine how the superseded data were derived.
 LW1327
 LW1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG857365(NAD 83)
 LW1327_MARKER: DD = SURVEY DISK
 LW1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1327_SP_SET: CONCRETE POST
 LW1327_STAMPING: 163
 LW1327_MARK LOGO: RIBPR 
 LW1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1327+STABILITY: SURFACE MOTION
 LW1327
 LW1327  HISTORY     - Date     Condition        Report By
 LW1327  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1327  HISTORY     - 1969     GOOD             NGS
 LW1327  HISTORY     - 19860602 GOOD             RIGS
 LW1327
 LW1327                          STATION DESCRIPTION
 LW1327
 LW1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1327'1.5 MI N FROM NORTH SCITUATE.
 LW1327'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE
 LW1327'INTERSECTION OF DANNIELSON PIKE AT NORTH SCITUATE, ABOUT 1.1
 LW1327'MILES NORTH OF THE INTERSECTION OF U.S. HIGHWAY 6, 147 FEET
 LW1327'NORTH OF THE CENTER OF THE JUNCTION OF OAK RIDGE ROAD, 28 FEET
 LW1327'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTHEAST
 LW1327'OF THE CENTER LINE OF A BLACK TOPPED ROAD LEADING NORTHWEST
 LW1327'TO A RESIDENCE, 42 1/2 FEET NORTH OF AND ACROSS THE DRIVEWAY
 LW1327'FROM POWER LINE POLE 68, 3 FEET EAST OF A 10-INCH WILD CHERRY TREE
 LW1327'AT THE SOUTHEAST END OF A STONE FENCE, 2 1/2 FEET ABOVE THE
 LW1327'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1327'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1327
 LW1327                          STATION RECOVERY (1986)
 LW1327
 LW1327'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0406 ***********************************************************************
 LW0406  DESIGNATION -  166
 LW0406  PID         -  LW0406
 LW0406  STATE/COUNTY-  RI/PROVIDENCE
 LW0406  USGS QUAD   -  PROVIDENCE (1975)
 LW0406
 LW0406                         *CURRENT SURVEY CONTROL
 LW0406  ___________________________________________________________________
 LW0406* NAD 83(1986)-  41 47 49.     (N)    071 28 46.     (W)     SCALED    
 LW0406* NAVD 88     -        27.476  (meters)      90.14   (feet)  ADJUSTED  
 LW0406  ___________________________________________________________________
 LW0406  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW0406  DYNAMIC HT  -          27.467 (meters)      90.11  (feet)  COMP
 LW0406  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 LW0406
 LW0406  VERT ORDER  -  SECOND    CLASS 0
 LW0406
 LW0406.The horizontal coordinates were scaled from a topographic map and have
 LW0406.an estimated accuracy of +/- 6 seconds.
 LW0406
 LW0406.The orthometric height was determined by differential leveling
 LW0406.and adjusted by the National Geodetic Survey in June 1991..
 LW0406
 LW0406.The geoid height was determined by GEOID03.
 LW0406
 LW0406.The dynamic height is computed by dividing the NAVD 88
 LW0406.geopotential number by the normal gravity value computed on the
 LW0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0406.degrees latitude (g = 980.6199 gals.).
 LW0406
 LW0406.The modeled gravity was interpolated from observed gravity values.
 LW0406
 LW0406;                    North         East    Units  Estimated Accuracy
 LW0406;SPC RI       -    79,260.      101,710.      MT  (+/- 180 meters Scaled)
 LW0406
 LW0406                          SUPERSEDED SURVEY CONTROL
 LW0406
 LW0406  NGVD 29 (??/??/92)   27.729  (m)           90.97   (f) ADJ UNCH    2 0
 LW0406
 LW0406.Superseded values are not recommended for survey control.
 LW0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0406.See file dsdata.txt to determine how the superseded data were derived.
 LW0406
 LW0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG939302(NAD 83)
 LW0406_MARKER: DD = SURVEY DISK
 LW0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0406_STAMPING: 166
 LW0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0406+STABILITY: SURFACE MOTION
 LW0406
 LW0406  HISTORY     - Date     Condition        Report By
 LW0406  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0406  HISTORY     - 1969     GOOD             NGS
 LW0406
 LW0406                          STATION DESCRIPTION
 LW0406
 LW0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0406'1.6 MI NE FROM CRANSTON.
 LW0406'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION
 LW0406'OF STATE HIGHWAY 12 AT CRANSTON, THENCE 0.25 MILE EAST ALONG
 LW0406'PLAINFIELD STREET, AT THORTON, IN A GRASSY MEDIAN STRIP, AT
 LW0406'THE JUNCTION OF SCHOOL STREET, 51 FEET NORTHWEST OF THE CENTER
 LW0406'LINE OF PLAINFIELD STREET, 8 FEET WEST OF THE EAST CURB OF THE
 LW0406'MEDIAN FOR SCHOOL STREET, 9 FEET EAST OF THE WEST CURB OF THE
 LW0406'MEDIAN, 6 FEET SOUTH OF A FLAGPOLE, 1 1/2 FEET ABOVE THE LEVEL
 LW0406'OF SCHOOL STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW0406'12 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1336 ***********************************************************************
 LW1336  DESIGNATION -  173
 LW1336  PID         -  LW1336
 LW1336  STATE/COUNTY-  RI/PROVIDENCE
 LW1336  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1336
 LW1336                         *CURRENT SURVEY CONTROL
 LW1336  ___________________________________________________________________
 LW1336* NAD 83(1986)-  41 47 05.     (N)    071 34 43.     (W)     SCALED    
 LW1336* NAVD 88     -       129.403  (meters)     424.55   (feet)  ADJUSTED  
 LW1336  ___________________________________________________________________
 LW1336  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW1336  DYNAMIC HT  -         129.359 (meters)     424.41  (feet)  COMP
 LW1336  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 LW1336
 LW1336  VERT ORDER  -  SECOND    CLASS 0
 LW1336
 LW1336.The horizontal coordinates were scaled from a topographic map and have
 LW1336.an estimated accuracy of +/- 6 seconds.
 LW1336
 LW1336.The orthometric height was determined by differential leveling
 LW1336.and adjusted by the National Geodetic Survey in June 1991..
 LW1336
 LW1336.The geoid height was determined by GEOID03.
 LW1336
 LW1336.The dynamic height is computed by dividing the NAVD 88
 LW1336.geopotential number by the normal gravity value computed on the
 LW1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1336.degrees latitude (g = 980.6199 gals.).
 LW1336
 LW1336.The modeled gravity was interpolated from observed gravity values.
 LW1336
 LW1336;                    North         East    Units  Estimated Accuracy
 LW1336;SPC RI       -    77,900.       93,470.      MT  (+/- 180 meters Scaled)
 LW1336
 LW1336                          SUPERSEDED SURVEY CONTROL
 LW1336
 LW1336  NGVD 29 (??/??/92)  129.651  (m)          425.36   (f) ADJ UNCH    2 0
 LW1336
 LW1336.Superseded values are not recommended for survey control.
 LW1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1336.See file dsdata.txt to determine how the superseded data were derived.
 LW1336
 LW1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG857290(NAD 83)
 LW1336_MARKER: DD = SURVEY DISK
 LW1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1336_SP_SET: CONCRETE POST
 LW1336_STAMPING: 173
 LW1336_MARK LOGO: RIBPR 
 LW1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1336+STABILITY: SURFACE MOTION
 LW1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1336+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 LW1336
 LW1336  HISTORY     - Date     Condition        Report By
 LW1336  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1336  HISTORY     - 1969     GOOD             NGS
 LW1336  HISTORY     - 19860602 GOOD             RIGS
 LW1336  HISTORY     - 1987     GOOD             USPSQD
 LW1336  HISTORY     - 20030625 GOOD             INDIV
 LW1336
 LW1336                          STATION DESCRIPTION
 LW1336
 LW1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1336'3.5 MI S FROM NORTH SCITUATE.
 LW1336'ABOUT 3.5 MILES SOUTH ALONG STATE HIGHWAY 116 FROM THE
 LW1336'INTERSECTION OF DANNIELSON PIKE AT NORTH SCITUATE, ABOUT 4.05
 LW1336'MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 15 AT HOPE, 125
 LW1336'FEET WEST OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY
 LW1336'14 AND 116, 21.4 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 LW1336'14, 21 1/2 FEET WEST OF POWER LINE POLE 45, 4 FEET WEST OF THE
 LW1336'EAST END OF A ROCK FENCE, 1.3 FEET NORTH OF THE NORTH FACE OF
 LW1336'THE STONE FENCE, ABOUT LEVEL WITH STATE HIGHWAY 14, 2 FEET ABOVE
 LW1336'THE LEVEL OF STATE HIGHWAY 116 AND SET IN THE TOP OF A CONCRETE
 LW1336'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW1336
 LW1336                          STATION RECOVERY (1986)
 LW1336
 LW1336'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1336'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LW1336
 LW1336                          STATION RECOVERY (1987)
 LW1336
 LW1336'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1336'RECOVERED IN GOOD CONDITION.
 LW1336
 LW1336                          STATION RECOVERY (2003)
 LW1336
 LW1336'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JAD)
 LW1336'GPS NO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1184 ***********************************************************************
 LW1184  DESIGNATION -  179
 LW1184  PID         -  LW1184
 LW1184  STATE/COUNTY-  RI/PROVIDENCE
 LW1184  USGS QUAD   -  CLAYVILLE (1975)
 LW1184
 LW1184                         *CURRENT SURVEY CONTROL
 LW1184  ___________________________________________________________________
 LW1184* NAD 83(1986)-  41 47 39.     (N)    071 39 30.     (W)     SCALED    
 LW1184* NAVD 88     -        98.410  (meters)     322.87   (feet)  ADJUSTED  
 LW1184  ___________________________________________________________________
 LW1184  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW1184  DYNAMIC HT  -          98.376 (meters)     322.76  (feet)  COMP
 LW1184  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 LW1184
 LW1184  VERT ORDER  -  SECOND    CLASS 0
 LW1184
 LW1184.The horizontal coordinates were scaled from a topographic map and have
 LW1184.an estimated accuracy of +/- 6 seconds.
 LW1184
 LW1184.The orthometric height was determined by differential leveling
 LW1184.and adjusted by the National Geodetic Survey in June 1991..
 LW1184
 LW1184.The geoid height was determined by GEOID03.
 LW1184
 LW1184.The dynamic height is computed by dividing the NAVD 88
 LW1184.geopotential number by the normal gravity value computed on the
 LW1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1184.degrees latitude (g = 980.6199 gals.).
 LW1184
 LW1184.The modeled gravity was interpolated from observed gravity values.
 LW1184
 LW1184;                    North         East    Units  Estimated Accuracy
 LW1184;SPC RI       -    78,960.       86,840.      MT  (+/- 180 meters Scaled)
 LW1184
 LW1184                          SUPERSEDED SURVEY CONTROL
 LW1184
 LW1184  NGVD 29 (??/??/92)   98.655  (m)          323.67   (f) ADJ UNCH    2 0
 LW1184
 LW1184.Superseded values are not recommended for survey control.
 LW1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1184.See file dsdata.txt to determine how the superseded data were derived.
 LW1184
 LW1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG791303(NAD 83)
 LW1184_MARKER: DD = SURVEY DISK
 LW1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1184_STAMPING: 179
 LW1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1184+STABILITY: SURFACE MOTION
 LW1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1184+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 LW1184
 LW1184  HISTORY     - Date     Condition        Report By
 LW1184  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1184  HISTORY     - 1969     GOOD             NGS
 LW1184  HISTORY     - 19900524 GOOD             USPSQD
 LW1184  HISTORY     - 20030625 GOOD             INDIV
 LW1184
 LW1184                          STATION DESCRIPTION
 LW1184
 LW1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1184'1.6 MI NE FROM CLAYVILLE.
 LW1184'ABOUT 1.55 MILES NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1184'CLAYVILLE CHURCH AT CLAYVILLE, THENCE 0.05 MILE EAST ALONG STATE
 LW1184'HIGHWAY 14, AT THE EAST CORNER OF THE JUNCTION OF STATE HIGHWAY
 LW1184'14 AND ROCKLAND ROAD, AT THE SOUTHWEST CORNER OF THE EAST PART
 LW1184'OF THE PANAGANSETT GROVE ROADSIDE PARK, 51 FEET NORTH OF THE
 LW1184'CENTER LINE OF STATE HIGHWAY 14, 43 FEET SOUTHWEST OF THE SOUTH
 LW1184'CORNER OF A STONE FIREPLACE, 27.8 FEET NORTHEAST OF THE CENTER
 LW1184'LINE OF THE NORTHEAST LEG OF THE JUNCTION, ABOUT LEVEL WITH THE
 LW1184'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LW1184'ABOVE THE LEVEL OF THE GROUND.
 LW1184
 LW1184                          STATION RECOVERY (1990)
 LW1184
 LW1184'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1184'RECOVERED IN GOOD CONDITION.
 LW1184
 LW1184                          STATION RECOVERY (2003)
 LW1184
 LW1184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JAD)
 LW1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1182 ***********************************************************************
 LW1182  DESIGNATION -  180
 LW1182  PID         -  LW1182
 LW1182  STATE/COUNTY-  RI/PROVIDENCE
 LW1182  USGS QUAD   -  CLAYVILLE (1975)
 LW1182
 LW1182                         *CURRENT SURVEY CONTROL
 LW1182  ___________________________________________________________________
 LW1182* NAD 83(1986)-  41 47 05.     (N)    071 40 03.     (W)     SCALED    
 LW1182* NAVD 88     -       113.536  (meters)     372.49   (feet)  ADJUSTED  
 LW1182  ___________________________________________________________________
 LW1182  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW1182  DYNAMIC HT  -         113.497 (meters)     372.36  (feet)  COMP
 LW1182  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 LW1182
 LW1182  VERT ORDER  -  SECOND    CLASS 0
 LW1182
 LW1182.The horizontal coordinates were scaled from a topographic map and have
 LW1182.an estimated accuracy of +/- 6 seconds.
 LW1182
 LW1182.The orthometric height was determined by differential leveling
 LW1182.and adjusted by the National Geodetic Survey in June 1991..
 LW1182
 LW1182.The geoid height was determined by GEOID03.
 LW1182
 LW1182.The dynamic height is computed by dividing the NAVD 88
 LW1182.geopotential number by the normal gravity value computed on the
 LW1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1182.degrees latitude (g = 980.6199 gals.).
 LW1182
 LW1182.The modeled gravity was interpolated from observed gravity values.
 LW1182
 LW1182;                    North         East    Units  Estimated Accuracy
 LW1182;SPC RI       -    77,910.       86,080.      MT  (+/- 180 meters Scaled)
 LW1182
 LW1182                          SUPERSEDED SURVEY CONTROL
 LW1182
 LW1182  NGVD 29 (??/??/92)  113.781  (m)          373.30   (f) ADJ UNCH    2 0
 LW1182
 LW1182.Superseded values are not recommended for survey control.
 LW1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1182.See file dsdata.txt to determine how the superseded data were derived.
 LW1182
 LW1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG783293(NAD 83)
 LW1182_MARKER: DD = SURVEY DISK
 LW1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1182_STAMPING: 180
 LW1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1182+STABILITY: SURFACE MOTION
 LW1182
 LW1182  HISTORY     - Date     Condition        Report By
 LW1182  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1182  HISTORY     - 1969     GOOD             NGS
 LW1182  HISTORY     - 1988     GOOD             USPSQD
 LW1182  HISTORY     - 19900524 GOOD             USPSQD
 LW1182
 LW1182                          STATION DESCRIPTION
 LW1182
 LW1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1182'0.8 MI NE FROM CLAYVILLE.
 LW1182'ABOUT 0.85 MILE NORTHEAST AONG STATE HIGHWAY 102 FROM THE
 LW1182'CLAYVILLE CHURCH AT CLAYVILLE, ABOUT 0.15 MILE SOUTHWEST OF THE
 LW1182'JUNCTION OF STATE HIGHWAY 12, ON THE NORTHEAST SLOPE OF A LONG
 LW1182'HILL, ACROSS THE HIGHWAY FROM A SMALL LAKE, 62 FEET EAST OF AND
 LW1182'ACROSS THE HIGHWAY FROM POWER LINE POLE 282, 55 FEET NORTHEAST
 LW1182'OF THE SOUTHEAST END OF A 18-INCH PIPE CULVERT UNDER THE HIGHWAY,
 LW1182'42 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 LW1182'NORTHWEST OF THE NORTH CORNER OF A 3 FOOT HIGH STONE FENCE, 1 1/2
 LW1182'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 LW1182'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1182
 LW1182                          STATION RECOVERY (1988)
 LW1182
 LW1182'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1182'RECOVERED IN GOOD CONDITION.
 LW1182
 LW1182                          STATION RECOVERY (1990)
 LW1182
 LW1182'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1181 ***********************************************************************
 LW1181  DESIGNATION -  181
 LW1181  PID         -  LW1181
 LW1181  STATE/COUNTY-  RI/PROVIDENCE
 LW1181  USGS QUAD   -  CLAYVILLE (1975)
 LW1181
 LW1181                         *CURRENT SURVEY CONTROL
 LW1181  ___________________________________________________________________
 LW1181* NAD 83(1986)-  41 46 34.     (N)    071 41 02.     (W)     SCALED    
 LW1181* NAVD 88     -       148.641  (meters)     487.67   (feet)  ADJUSTED  
 LW1181  ___________________________________________________________________
 LW1181  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW1181  DYNAMIC HT  -         148.590 (meters)     487.50  (feet)  COMP
 LW1181  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LW1181
 LW1181  VERT ORDER  -  SECOND    CLASS 0
 LW1181
 LW1181.The horizontal coordinates were scaled from a topographic map and have
 LW1181.an estimated accuracy of +/- 6 seconds.
 LW1181
 LW1181.The orthometric height was determined by differential leveling
 LW1181.and adjusted by the National Geodetic Survey in June 1991..
 LW1181
 LW1181.The geoid height was determined by GEOID03.
 LW1181
 LW1181.The dynamic height is computed by dividing the NAVD 88
 LW1181.geopotential number by the normal gravity value computed on the
 LW1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1181.degrees latitude (g = 980.6199 gals.).
 LW1181
 LW1181.The modeled gravity was interpolated from observed gravity values.
 LW1181
 LW1181;                    North         East    Units  Estimated Accuracy
 LW1181;SPC RI       -    76,960.       84,710.      MT  (+/- 180 meters Scaled)
 LW1181
 LW1181                          SUPERSEDED SURVEY CONTROL
 LW1181
 LW1181  NGVD 29 (??/??/92)  148.885  (m)          488.47   (f) ADJ UNCH    2 0
 LW1181
 LW1181.Superseded values are not recommended for survey control.
 LW1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1181.See file dsdata.txt to determine how the superseded data were derived.
 LW1181
 LW1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG769284(NAD 83)
 LW1181_MARKER: DD = SURVEY DISK
 LW1181_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW1181_SP_SET: UNSPECIFIED ROCK
 LW1181_STAMPING: 181
 LW1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1181+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 LW1181
 LW1181  HISTORY     - Date     Condition        Report By
 LW1181  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1181  HISTORY     - 1969     GOOD             NGS
 LW1181  HISTORY     - 1988     GOOD             USPSQD
 LW1181  HISTORY     - 19900524 GOOD             USPSQD
 LW1181  HISTORY     - 20030625 GOOD             INDIV
 LW1181
 LW1181                          STATION DESCRIPTION
 LW1181
 LW1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1181'0.2 MI SW FROM CLAYVILLE.
 LW1181'ABOUT 0.25 MILE SOUTHWEST ALONG STATE HIGHWAY 102 FROM THE
 LW1181'CLAYVILLE CHURCH AT CLAYVILLE, ABOUT 0.4 MILE NORTHEAST OF THE
 LW1181'JUNCTION OF STATE HIGHWAY 94, 52 1/2 FEET NORTHWEST OF THE CENTER
 LW1181'OF THE JUNCTION OF A GRAVELED ROAD LEADING TO THE NORTHWEST, SET
 LW1181'IN THE TOP OF A ROCK WHICH THE EXPOSED PORTION IS 2 1/2 FEET LONG
 LW1181'AND 1 FOOT HIGH, 41 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LW1181'55 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING NORTH TO
 LW1181'A LARGE 1 1/2 STORY FRAME HOUSE, 59 FEET NORTHEAST OF AND ACROSS
 LW1181'THE HIGHWAY FROM POWER LINE POLE 21, AND 2 FEET ABOVE THE LEVEL
 LW1181'OF THE HIGHWAY.
 LW1181
 LW1181                          STATION RECOVERY (1988)
 LW1181
 LW1181'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1181'RECOVERED IN GOOD CONDITION.
 LW1181
 LW1181                          STATION RECOVERY (1990)
 LW1181
 LW1181'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1181'RECOVERED IN GOOD CONDITION.
 LW1181
 LW1181                          STATION RECOVERY (2003)
 LW1181
 LW1181'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JAD)
 LW1181'GPS NO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1103 ***********************************************************************
 LW1103  DESIGNATION -  182
 LW1103  PID         -  LW1103
 LW1103  STATE/COUNTY-  RI/PROVIDENCE
 LW1103  USGS QUAD   -  CLAYVILLE (1975)
 LW1103
 LW1103                         *CURRENT SURVEY CONTROL
 LW1103  ___________________________________________________________________
 LW1103* NAD 83(1986)-  41 46 31.     (N)    071 41 26.     (W)     SCALED    
 LW1103* NAVD 88     -       165.375  (meters)     542.57   (feet)  ADJUSTED  
 LW1103  ___________________________________________________________________
 LW1103  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW1103  DYNAMIC HT  -         165.317 (meters)     542.38  (feet)  COMP
 LW1103  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 LW1103
 LW1103  VERT ORDER  -  SECOND    CLASS 0
 LW1103
 LW1103.The horizontal coordinates were scaled from a topographic map and have
 LW1103.an estimated accuracy of +/- 6 seconds.
 LW1103
 LW1103.The orthometric height was determined by differential leveling
 LW1103.and adjusted by the National Geodetic Survey in June 1991..
 LW1103
 LW1103.The geoid height was determined by GEOID03.
 LW1103
 LW1103.The dynamic height is computed by dividing the NAVD 88
 LW1103.geopotential number by the normal gravity value computed on the
 LW1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1103.degrees latitude (g = 980.6199 gals.).
 LW1103
 LW1103.The modeled gravity was interpolated from observed gravity values.
 LW1103
 LW1103;                    North         East    Units  Estimated Accuracy
 LW1103;SPC RI       -    76,870.       84,160.      MT  (+/- 180 meters Scaled)
 LW1103
 LW1103                          SUPERSEDED SURVEY CONTROL
 LW1103
 LW1103  NGVD 29 (??/??/92)  165.619  (m)          543.37   (f) ADJ UNCH    2 0
 LW1103
 LW1103.Superseded values are not recommended for survey control.
 LW1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1103.See file dsdata.txt to determine how the superseded data were derived.
 LW1103
 LW1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG763283(NAD 83)
 LW1103_MARKER: DD = SURVEY DISK
 LW1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1103_STAMPING: 182
 LW1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1103+STABILITY: SURFACE MOTION
 LW1103
 LW1103  HISTORY     - Date     Condition        Report By
 LW1103  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1103  HISTORY     - 1969     GOOD             NGS
 LW1103  HISTORY     - 1988     GOOD             USPSQD
 LW1103
 LW1103                          STATION DESCRIPTION
 LW1103
 LW1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1103'0.6 MI SW FROM CLAYVILLE.
 LW1103'ABOUT 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 102 FROM THE
 LW1103'CLAYVILLE CHURCH AT CLAYVILLE, AT THE JUNCTION OF STATE HIGHWAY
 LW1103'94, 100.4 FEET WEST OF BENCH MARK P 9 DESCRIBED, 79 FEET WEST
 LW1103'OF THE CENTER LINE OF A DRIVEWAY LEADING NORTH, 37 FEET NORTH
 LW1103'OF THE CENTER LINE OF STATE HIGHWAY 94, 24 FEET SOUTHWEST OF A
 LW1103'30-INCH MAPLE TREE, 7 FEET SOUTH OF THE SOUTH FACE OF A STONE
 LW1103'FENCE, 6 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER, ABOUT
 LW1103'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1103'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1103
 LW1103                          STATION RECOVERY (1988)
 LW1103
 LW1103'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1102 ***********************************************************************
 LW1102  DESIGNATION -  183
 LW1102  PID         -  LW1102
 LW1102  STATE/COUNTY-  RI/PROVIDENCE
 LW1102  USGS QUAD   -  CLAYVILLE (1975)
 LW1102
 LW1102                         *CURRENT SURVEY CONTROL
 LW1102  ___________________________________________________________________
 LW1102* NAD 83(1986)-  41 46 17.     (N)    071 41 52.     (W)     SCALED    
 LW1102* NAVD 88     -       172.271  (meters)     565.19   (feet)  ADJUSTED  
 LW1102  ___________________________________________________________________
 LW1102  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW1102  DYNAMIC HT  -         172.211 (meters)     565.00  (feet)  COMP
 LW1102  MODELED GRAV-     980,271.7   (mgal)                       NAVD 88
 LW1102
 LW1102  VERT ORDER  -  SECOND    CLASS 0
 LW1102
 LW1102.The horizontal coordinates were scaled from a topographic map and have
 LW1102.an estimated accuracy of +/- 6 seconds.
 LW1102
 LW1102.The orthometric height was determined by differential leveling
 LW1102.and adjusted by the National Geodetic Survey in June 1991..
 LW1102
 LW1102.The geoid height was determined by GEOID03.
 LW1102
 LW1102.The dynamic height is computed by dividing the NAVD 88
 LW1102.geopotential number by the normal gravity value computed on the
 LW1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1102.degrees latitude (g = 980.6199 gals.).
 LW1102
 LW1102.The modeled gravity was interpolated from observed gravity values.
 LW1102
 LW1102;                    North         East    Units  Estimated Accuracy
 LW1102;SPC RI       -    76,440.       83,560.      MT  (+/- 180 meters Scaled)
 LW1102
 LW1102                          SUPERSEDED SURVEY CONTROL
 LW1102
 LW1102  NGVD 29 (??/??/92)  172.514  (m)          565.99   (f) ADJ UNCH    2 0
 LW1102
 LW1102.Superseded values are not recommended for survey control.
 LW1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1102.See file dsdata.txt to determine how the superseded data were derived.
 LW1102
 LW1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG757279(NAD 83)
 LW1102_MARKER: DD = SURVEY DISK
 LW1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1102_STAMPING: 183
 LW1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1102+STABILITY: SURFACE MOTION
 LW1102
 LW1102  HISTORY     - Date     Condition        Report By
 LW1102  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1102  HISTORY     - 1969     GOOD             NGS
 LW1102  HISTORY     - 1988     GOOD             USPSQD
 LW1102
 LW1102                          STATION DESCRIPTION
 LW1102
 LW1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1102'1.1 MI SW FROM CLAYVILLE.
 LW1102'ABOUT 1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 102 FROM THE
 LW1102'CLAYVILLE CHURCH AT CLAYVILLE, AT THE OUTSIDE AND NEAR THE
 LW1102'WEST END OF A CURVE, 106 FEET WEST OF THE CENTER OF THE
 LW1102'JUNCTION OF AN OLD WOODS ROAD WHICH LEADS TO THE NORTHEAST FROM
 LW1102'THE HIGHWAY, 27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LW1102'64 1/2 FEET WEST OF POWER LINE POLE 50, 1 1/2 FEET BELOW THE
 LW1102'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1102'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1102
 LW1102                          STATION RECOVERY (1988)
 LW1102
 LW1102'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1100 ***********************************************************************
 LW1100  DESIGNATION -  184
 LW1100  PID         -  LW1100
 LW1100  STATE/COUNTY-  RI/PROVIDENCE
 LW1100  USGS QUAD   -  CLAYVILLE (1975)
 LW1100
 LW1100                         *CURRENT SURVEY CONTROL
 LW1100  ___________________________________________________________________
 LW1100* NAD 83(1986)-  41 45 35.     (N)    071 42 28.     (W)     SCALED    
 LW1100* NAVD 88     -       189.779  (meters)     622.63   (feet)  ADJUSTED  
 LW1100  ___________________________________________________________________
 LW1100  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW1100  DYNAMIC HT  -         189.712 (meters)     622.41  (feet)  COMP
 LW1100  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 LW1100
 LW1100  VERT ORDER  -  SECOND    CLASS 0
 LW1100
 LW1100.The horizontal coordinates were scaled from a topographic map and have
 LW1100.an estimated accuracy of +/- 6 seconds.
 LW1100
 LW1100.The orthometric height was determined by differential leveling
 LW1100.and adjusted by the National Geodetic Survey in June 1991..
 LW1100
 LW1100.The geoid height was determined by GEOID03.
 LW1100
 LW1100.The dynamic height is computed by dividing the NAVD 88
 LW1100.geopotential number by the normal gravity value computed on the
 LW1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1100.degrees latitude (g = 980.6199 gals.).
 LW1100
 LW1100.The modeled gravity was interpolated from observed gravity values.
 LW1100
 LW1100;                    North         East    Units  Estimated Accuracy
 LW1100;SPC RI       -    75,140.       82,720.      MT  (+/- 180 meters Scaled)
 LW1100
 LW1100                          SUPERSEDED SURVEY CONTROL
 LW1100
 LW1100  NGVD 29 (??/??/92)  190.024  (m)          623.44   (f) ADJ UNCH    2 0
 LW1100
 LW1100.Superseded values are not recommended for survey control.
 LW1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1100.See file dsdata.txt to determine how the superseded data were derived.
 LW1100
 LW1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG748266(NAD 83)
 LW1100_MARKER: DD = SURVEY DISK
 LW1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1100_STAMPING: 184
 LW1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1100+STABILITY: SURFACE MOTION
 LW1100
 LW1100  HISTORY     - Date     Condition        Report By
 LW1100  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1100  HISTORY     - 1969     GOOD             NGS
 LW1100  HISTORY     - 1988     GOOD             USPSQD
 LW1100
 LW1100                          STATION DESCRIPTION
 LW1100
 LW1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1100'2.2 MI SW FROM CLAYVILLE.
 LW1100'ABOUT 2.15 MILES SOUTHWEST ALONG STATE HIGHWAY 102 FROM THE
 LW1100'CLAYVILLE CHURCH AT CLAYVILLE, ABOUT 4.7 MILES NORTH OF THE
 LW1100'INTERSECTION OF STATE HIGHWAY 102 AND 117 AT SUMMIT, 0.2 MILE
 LW1100'NORTH OF THE JUNCTION OF BRIGGS ROAD LEADING WEST, AT THE
 LW1100'INSIDE OF A CURVE, 22 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 LW1100'THE HIGHWAY, 29.2 FEET NORTHEAST OF POWER LINE POLE 71, 2.6
 LW1100'FEET SOUTHEAST OF THE SOUTHEAST FACE OF A ROCK FENCE, ABOUT
 LW1100'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1100'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1100
 LW1100                          STATION RECOVERY (1988)
 LW1100
 LW1100'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1098 ***********************************************************************
 LW1098  DESIGNATION -  185
 LW1098  PID         -  LW1098
 LW1098  STATE/COUNTY-  RI/PROVIDENCE
 LW1098  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1098
 LW1098                         *CURRENT SURVEY CONTROL
 LW1098  ___________________________________________________________________
 LW1098* NAD 83(1986)-  41 44 46.     (N)    071 42 21.     (W)     SCALED    
 LW1098* NAVD 88     -       197.931  (meters)     649.38   (feet)  ADJUSTED  
 LW1098  ___________________________________________________________________
 LW1098  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW1098  DYNAMIC HT  -         197.862 (meters)     649.15  (feet)  COMP
 LW1098  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 LW1098
 LW1098  VERT ORDER  -  SECOND    CLASS 0
 LW1098
 LW1098.The horizontal coordinates were scaled from a topographic map and have
 LW1098.an estimated accuracy of +/- 6 seconds.
 LW1098
 LW1098.The orthometric height was determined by differential leveling
 LW1098.and adjusted by the National Geodetic Survey in June 1991..
 LW1098
 LW1098.The geoid height was determined by GEOID03.
 LW1098
 LW1098.The dynamic height is computed by dividing the NAVD 88
 LW1098.geopotential number by the normal gravity value computed on the
 LW1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1098.degrees latitude (g = 980.6199 gals.).
 LW1098
 LW1098.The modeled gravity was interpolated from observed gravity values.
 LW1098
 LW1098;                    North         East    Units  Estimated Accuracy
 LW1098;SPC RI       -    73,630.       82,880.      MT  (+/- 180 meters Scaled)
 LW1098
 LW1098                          SUPERSEDED SURVEY CONTROL
 LW1098
 LW1098  NGVD 29 (??/??/92)  198.175  (m)          650.18   (f) ADJ UNCH    2 0
 LW1098
 LW1098.Superseded values are not recommended for survey control.
 LW1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1098.See file dsdata.txt to determine how the superseded data were derived.
 LW1098
 LW1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG750251(NAD 83)
 LW1098_MARKER: DD = SURVEY DISK
 LW1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1098_STAMPING: 185
 LW1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1098+STABILITY: SURFACE MOTION
 LW1098
 LW1098  HISTORY     - Date     Condition        Report By
 LW1098  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1098  HISTORY     - 1969     GOOD             NGS
 LW1098  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1098
 LW1098                          STATION DESCRIPTION
 LW1098
 LW1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1098'3.8 MI N FROM SUMMIT.
 LW1098'ABOUT 3.75 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE
 LW1098'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, AT A DIRT ROAD
 LW1098'INTERSECTION, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LW1098'20 FEET SOUTHEAST OF THE CENTER OF THE EAST END OF A 2 FOOT
 LW1098'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 15 FEET WEST OF A
 LW1098'10-INCH MAPLE TREE SERVING AS A FENCE CORNER POST, 10 1/2 FEET
 LW1098'NORTHEAST OF THE CENTER LINE OF THE OLD DIRT ROAD, ABOUT LEVEL
 LW1098'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW1098'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1098
 LW1098                          STATION RECOVERY (1989)
 LW1098
 LW1098'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0408 ***********************************************************************
 LW0408  DESIGNATION -  193
 LW0408  PID         -  LW0408
 LW0408  STATE/COUNTY-  RI/PROVIDENCE
 LW0408  USGS QUAD   -  PROVIDENCE (1975)
 LW0408
 LW0408                         *CURRENT SURVEY CONTROL
 LW0408  ___________________________________________________________________
 LW0408* NAD 83(1986)-  41 48 29.     (N)    071 29 38.     (W)     SCALED    
 LW0408* NAVD 88     -        37.802  (meters)     124.02   (feet)  ADJUSTED  
 LW0408  ___________________________________________________________________
 LW0408  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW0408  DYNAMIC HT  -          37.790 (meters)     123.98  (feet)  COMP
 LW0408  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LW0408
 LW0408  VERT ORDER  -  SECOND    CLASS 0
 LW0408
 LW0408.The horizontal coordinates were scaled from a topographic map and have
 LW0408.an estimated accuracy of +/- 6 seconds.
 LW0408
 LW0408.The orthometric height was determined by differential leveling
 LW0408.and adjusted by the National Geodetic Survey in June 1991..
 LW0408
 LW0408.The geoid height was determined by GEOID03.
 LW0408
 LW0408.The dynamic height is computed by dividing the NAVD 88
 LW0408.geopotential number by the normal gravity value computed on the
 LW0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0408.degrees latitude (g = 980.6199 gals.).
 LW0408
 LW0408.The modeled gravity was interpolated from observed gravity values.
 LW0408
 LW0408;                    North         East    Units  Estimated Accuracy
 LW0408;SPC RI       -    80,490.      100,510.      MT  (+/- 180 meters Scaled)
 LW0408
 LW0408                          SUPERSEDED SURVEY CONTROL
 LW0408
 LW0408  NGVD 29 (??/??/92)   38.054  (m)          124.85   (f) ADJ UNCH    2 0
 LW0408
 LW0408.Superseded values are not recommended for survey control.
 LW0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0408.See file dsdata.txt to determine how the superseded data were derived.
 LW0408
 LW0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG928314(NAD 83)
 LW0408_MARKER: DD = SURVEY DISK
 LW0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0408_SP_SET: CONCRETE POST
 LW0408_STAMPING: 193
 LW0408_MARK LOGO: RIBPR 
 LW0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0408+STABILITY: SURFACE MOTION
 LW0408
 LW0408  HISTORY     - Date     Condition        Report By
 LW0408  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0408  HISTORY     - 1969     GOOD             NGS
 LW0408  HISTORY     - 1987     GOOD             RIGS
 LW0408
 LW0408                          STATION DESCRIPTION
 LW0408
 LW0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0408'1.1 MI S FROM JOHNSTON.
 LW0408'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE
 LW0408'INTERSECTION OF U.S. HIGHWAY 6 AT JOHNSTON, 214 FEET SOUTH OF
 LW0408'THE CENTER OF THE INTERSECTION OF CENTRAL AVENUE, 48 1/2 FEET
 LW0408'NORTH OF THE CENTER LINE OF THE NORTH LEG OF A CIRCLED DRIVE
 LW0408'LEADING WEST TO A ONE STORY WHITE FRAME HOUSE, 28 FEET WEST
 LW0408'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTH-SOUTHWEST OF
 LW0408'THE SOUTH END OF THE WEST HEAD WALL FOR A 6-FOOT BOX CULVERT
 LW0408'UNDER THE HIGHWAY, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 LW0408'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 LW0408'LEVEL OF THE GROUND.
 LW0408
 LW0408                          STATION RECOVERY (1987)
 LW0408
 LW0408'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1186 ***********************************************************************
 LW1186  DESIGNATION -  197
 LW1186  PID         -  LW1186
 LW1186  STATE/COUNTY-  RI/PROVIDENCE
 LW1186  USGS QUAD   -  CLAYVILLE (1975)
 LW1186
 LW1186                         *CURRENT SURVEY CONTROL
 LW1186  ___________________________________________________________________
 LW1186* NAD 83(1986)-  41 48 45.     (N)    071 39 39.     (W)     SCALED    
 LW1186* NAVD 88     -       190.541  (meters)     625.13   (feet)  ADJUSTED  
 LW1186  ___________________________________________________________________
 LW1186  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW1186  DYNAMIC HT  -         190.476 (meters)     624.92  (feet)  COMP
 LW1186  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LW1186
 LW1186  VERT ORDER  -  SECOND    CLASS 0
 LW1186
 LW1186.The horizontal coordinates were scaled from a topographic map and have
 LW1186.an estimated accuracy of +/- 6 seconds.
 LW1186
 LW1186.The orthometric height was determined by differential leveling
 LW1186.and adjusted by the National Geodetic Survey in June 1991..
 LW1186
 LW1186.The geoid height was determined by GEOID03.
 LW1186
 LW1186.The dynamic height is computed by dividing the NAVD 88
 LW1186.geopotential number by the normal gravity value computed on the
 LW1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1186.degrees latitude (g = 980.6199 gals.).
 LW1186
 LW1186.The modeled gravity was interpolated from observed gravity values.
 LW1186
 LW1186;                    North         East    Units  Estimated Accuracy
 LW1186;SPC RI       -    81,000.       86,640.      MT  (+/- 180 meters Scaled)
 LW1186
 LW1186                          SUPERSEDED SURVEY CONTROL
 LW1186
 LW1186  NGVD 29 (??/??/92)  190.785  (m)          625.93   (f) ADJ UNCH    2 0
 LW1186
 LW1186.Superseded values are not recommended for survey control.
 LW1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1186.See file dsdata.txt to determine how the superseded data were derived.
 LW1186
 LW1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG789323(NAD 83)
 LW1186_MARKER: DD = SURVEY DISK
 LW1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1186_STAMPING: 197
 LW1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1186+STABILITY: SURFACE MOTION
 LW1186
 LW1186  HISTORY     - Date     Condition        Report By
 LW1186  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1186  HISTORY     - 1969     GOOD             NGS
 LW1186
 LW1186                          STATION DESCRIPTION
 LW1186
 LW1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1186'2.9 MI NE FROM CLAYVILLE.
 LW1186'ABOUT 2.9 MILES NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1186'CLAYVILLE CHURCH AT CLAYVILLE, 93 FEET SOUTHEAST OF THE CENTER
 LW1186'OF THE JUNCTION OF CENTRAL PIKE, 76 FEET SOUTH OF THE CENTER
 LW1186'LINE OF THE PIKE, 38 1/2 FEET EAST OF THE CENTER LINE OF THE
 LW1186'HIGHWAY, 6.2 FEET WEST OF THE WEST FACE OF A STONE FENCE AROUND
 LW1186'THE LAWN FOR A ONE STORY WHITE FRAME HOUSE, 4 1/2 FEET NORTH OF
 LW1186'THE CENTER LINE OF A WALK WAY THROUGH AN ARCH TO THE HOUSE, ABOUT
 LW1186'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1186'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1188 ***********************************************************************
 LW1188  DESIGNATION -  198
 LW1188  PID         -  LW1188
 LW1188  STATE/COUNTY-  RI/PROVIDENCE
 LW1188  USGS QUAD   -  CLAYVILLE (1975)
 LW1188
 LW1188                         *CURRENT SURVEY CONTROL
 LW1188  ___________________________________________________________________
 LW1188* NAD 83(1986)-  41 50 09.     (N)    071 40 32.     (W)     SCALED    
 LW1188* NAVD 88     -       212.068  (meters)     695.76   (feet)  ADJUSTED  
 LW1188  ___________________________________________________________________
 LW1188  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW1188  DYNAMIC HT  -         211.995 (meters)     695.52  (feet)  COMP
 LW1188  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 LW1188
 LW1188  VERT ORDER  -  SECOND    CLASS 0
 LW1188
 LW1188.The horizontal coordinates were scaled from a topographic map and have
 LW1188.an estimated accuracy of +/- 6 seconds.
 LW1188
 LW1188.The orthometric height was determined by differential leveling
 LW1188.and adjusted by the National Geodetic Survey in June 1991..
 LW1188
 LW1188.The geoid height was determined by GEOID03.
 LW1188
 LW1188.The dynamic height is computed by dividing the NAVD 88
 LW1188.geopotential number by the normal gravity value computed on the
 LW1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1188.degrees latitude (g = 980.6199 gals.).
 LW1188
 LW1188.The modeled gravity was interpolated from observed gravity values.
 LW1188
 LW1188;                    North         East    Units  Estimated Accuracy
 LW1188;SPC RI       -    83,590.       85,420.      MT  (+/- 180 meters Scaled)
 LW1188
 LW1188                          SUPERSEDED SURVEY CONTROL
 LW1188
 LW1188  NGVD 29 (??/??/92)  212.310  (m)          696.55   (f) ADJ UNCH    2 0
 LW1188
 LW1188.Superseded values are not recommended for survey control.
 LW1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1188.See file dsdata.txt to determine how the superseded data were derived.
 LW1188
 LW1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG778350(NAD 83)
 LW1188_MARKER: DD = SURVEY DISK
 LW1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1188_STAMPING: 198
 LW1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1188+STABILITY: SURFACE MOTION
 LW1188
 LW1188  HISTORY     - Date     Condition        Report By
 LW1188  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1188  HISTORY     - 1969     GOOD             NGS
 LW1188  HISTORY     - 1988     GOOD             USPSQD
 LW1188
 LW1188                          STATION DESCRIPTION
 LW1188
 LW1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1188'4.6 MI NE FROM CLAYVILLE.
 LW1188'ABOUT 4.65 MILES NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1188'CLAYVILLE CHURCH AT CLAYVLLE, ABOUT 0.65 MILE NORTH OF THE
 LW1188'INTERSECTION OF U.S. HIGHWAY 6 AT CHOPMIST, 105 FEET NORTHWEST
 LW1188'OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING WEST TO A
 LW1188'ONE STORY FRAME HOUSE, 74 1/2 FEET SOUTH OF POWER LINE POLE 130,
 LW1188'19 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET EAST
 LW1188'OF THE SOUTHEAST CORNER OF A STONE FENCE AROUND A LARGE LAWN,
 LW1188'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW1188'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1188
 LW1188                          STATION RECOVERY (1988)
 LW1188
 LW1188'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1190 ***********************************************************************
 LW1190  DESIGNATION -  199
 LW1190  PID         -  LW1190
 LW1190  STATE/COUNTY-  RI/PROVIDENCE
 LW1190  USGS QUAD   -  CLAYVILLE (1975)
 LW1190
 LW1190                         *CURRENT SURVEY CONTROL
 LW1190  ___________________________________________________________________
 LW1190* NAD 83(1986)-  41 50 58.     (N)    071 40 40.     (W)     SCALED    
 LW1190* NAVD 88     -       204.461  (meters)     670.80   (feet)  ADJUSTED  
 LW1190  ___________________________________________________________________
 LW1190  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW1190  DYNAMIC HT  -         204.391 (meters)     670.57  (feet)  COMP
 LW1190  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LW1190
 LW1190  VERT ORDER  -  SECOND    CLASS 0
 LW1190
 LW1190.The horizontal coordinates were scaled from a topographic map and have
 LW1190.an estimated accuracy of +/- 6 seconds.
 LW1190
 LW1190.The orthometric height was determined by differential leveling
 LW1190.and adjusted by the National Geodetic Survey in June 1991..
 LW1190
 LW1190.The geoid height was determined by GEOID03.
 LW1190
 LW1190.The dynamic height is computed by dividing the NAVD 88
 LW1190.geopotential number by the normal gravity value computed on the
 LW1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1190.degrees latitude (g = 980.6199 gals.).
 LW1190
 LW1190.The modeled gravity was interpolated from observed gravity values.
 LW1190
 LW1190;                    North         East    Units  Estimated Accuracy
 LW1190;SPC RI       -    85,100.       85,240.      MT  (+/- 180 meters Scaled)
 LW1190
 LW1190                          SUPERSEDED SURVEY CONTROL
 LW1190
 LW1190  NGVD 29 (??/??/92)  204.704  (m)          671.60   (f) ADJ UNCH    2 0
 LW1190
 LW1190.Superseded values are not recommended for survey control.
 LW1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1190.See file dsdata.txt to determine how the superseded data were derived.
 LW1190
 LW1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG777365(NAD 83)
 LW1190_MARKER: DD = SURVEY DISK
 LW1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1190_STAMPING: 199
 LW1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1190+STABILITY: SURFACE MOTION
 LW1190
 LW1190  HISTORY     - Date     Condition        Report By
 LW1190  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1190  HISTORY     - 1969     GOOD             NGS
 LW1190  HISTORY     - 1988     GOOD             USPSQD
 LW1190
 LW1190                          STATION DESCRIPTION
 LW1190
 LW1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1190'4.8 MI S FROM CHEPACHET.
 LW1190'ABOUT 4.8 MILES SOUTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1190'JUNCTION OF STATE HIGHWAY 44 AT CHEPACHET, ABOUT 5.65 MILES
 LW1190'NORTHEAST ALONG STATE HIGHWAY 102 FROM THE CLAYVILLE CHURCH AT
 LW1190'CLAYVILLE, 77 1/2 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM
 LW1190'POWER LINE POLE 172, 32 FEET NORTHEAST OF THE CENTER OF THE
 LW1190'JUNCTION OF A DRIVE LEADING EAST TO A ONE-STORY FRAME HOUSE, 29
 LW1190'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 12 1/2 FEET NORTH
 LW1190'OF THE CENTER LINE OF THE DRIVEWAY, AT THE WEST END OF A ROCK
 LW1190'FENCE WHICH LEADS EAST FROM THE HIGHWAY, 1 FOOT BELOW THE LEVEL
 LW1190'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW1190'5 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1190
 LW1190                          STATION RECOVERY (1988)
 LW1190
 LW1190'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0310 ***********************************************************************
 LW0310  DESIGNATION -  2
 LW0310  PID         -  LW0310
 LW0310  STATE/COUNTY-  RI/PROVIDENCE
 LW0310  USGS QUAD   -  PAWTUCKET (1975)
 LW0310
 LW0310                         *CURRENT SURVEY CONTROL
 LW0310  ___________________________________________________________________
 LW0310* NAD 83(1986)-  41 55 49.     (N)    071 24 08.     (W)     SCALED    
 LW0310* NAVD 88     -        73.003  (meters)     239.51   (feet)  ADJUSTED  
 LW0310  ___________________________________________________________________
 LW0310  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LW0310  DYNAMIC HT  -          72.981 (meters)     239.44  (feet)  COMP
 LW0310  MODELED GRAV-     980,326.2   (mgal)                       NAVD 88
 LW0310
 LW0310  VERT ORDER  -  SECOND    CLASS 0
 LW0310
 LW0310.The horizontal coordinates were scaled from a topographic map and have
 LW0310.an estimated accuracy of +/- 6 seconds.
 LW0310
 LW0310.The orthometric height was determined by differential leveling
 LW0310.and adjusted by the National Geodetic Survey in June 1991..
 LW0310
 LW0310.The geoid height was determined by GEOID03.
 LW0310
 LW0310.The dynamic height is computed by dividing the NAVD 88
 LW0310.geopotential number by the normal gravity value computed on the
 LW0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0310.degrees latitude (g = 980.6199 gals.).
 LW0310
 LW0310.The modeled gravity was interpolated from observed gravity values.
 LW0310
 LW0310;                    North         East    Units  Estimated Accuracy
 LW0310;SPC RI       -    94,070.      108,110.      MT  (+/- 180 meters Scaled)
 LW0310
 LW0310                          SUPERSEDED SURVEY CONTROL
 LW0310
 LW0310  NGVD 29 (??/??/92)   73.240  (m)          240.29   (f) ADJ UNCH    2 0
 LW0310
 LW0310.Superseded values are not recommended for survey control.
 LW0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0310.See file dsdata.txt to determine how the superseded data were derived.
 LW0310
 LW0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG008448(NAD 83)
 LW0310_MARKER: DD = SURVEY DISK
 LW0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0310_STAMPING: 2
 LW0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0310+STABILITY: SURFACE MOTION
 LW0310
 LW0310  HISTORY     - Date     Condition        Report By
 LW0310  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0310  HISTORY     - 1969     GOOD             NGS
 LW0310
 LW0310                          STATION DESCRIPTION
 LW0310
 LW0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0310'2.6 MI N FROM CUMBERLAND.
 LW0310'ABOUT 2.55 MILES NORTH ALONG STATE HIGHWAY 114 FROM THE TOWN HALL
 LW0310'AT CUMBERLAND, ABOUT 0.1 MILE NORTH OF THE CUMBERLAND POLICE
 LW0310'STATION, IN THE LAWN OF A RESIDENCE AT HOUSE NUMBER 217, 40 1/2
 LW0310'FEET WEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 113, 68
 LW0310'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND
 LW0310'SENECA STREET LEADING EAST, 52 FEET NORTHEAST OF AND ACROSS THE
 LW0310'HIGHWAY FROM A FIRE HYDRANT, 29.3 FEET NORTHEAST OF THE NORTHEAST
 LW0310'CORNER OF THE PORCH OF THE HOUSE, 11.6 FEET WEST OF THE WEST
 LW0310'CURB LINE OF THE HIGHWAY RIGHT-OF-WAY POST WHICH IS FLUSH WITH
 LW0310'THE GROUND, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 LW0310'TOP OF A CONCRETE POST 8 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0906 ***********************************************************************
 LW0906  DESIGNATION -  2 A
 LW0906  PID         -  LW0906
 LW0906  STATE/COUNTY-  RI/WASHINGTON
 LW0906  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0906
 LW0906                         *CURRENT SURVEY CONTROL
 LW0906  ___________________________________________________________________
 LW0906* NAD 83(1986)-  41 08 50.     (N)    071 36 01.     (W)     SCALED    
 LW0906* LOCAL TIDAL -        29.709  (meters)      97.47   (feet)  ADJ UNCH  
 LW0906  ___________________________________________________________________
 LW0906  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LW0906
 LW0906  VERT ORDER  -  SECOND    CLASS 0
 LW0906
 LW0906.The horizontal coordinates were scaled from a topographic map and have
 LW0906.an estimated accuracy of +/- 6 seconds.
 LW0906
 LW0906.The orthometric height was key entered from printed documents
 LW0906.and not key verified.
 LW0906
 LW0906.The geoid height was determined by GEOID03.
 LW0906
 LW0906;                    North         East    Units  Estimated Accuracy
 LW0906;SPC RI       -     7,100.       91,580.      MT  (+/- 180 meters Scaled)
 LW0906
 LW0906                          SUPERSEDED SURVEY CONTROL
 LW0906
 LW0906.No superseded survey control is available for this station.
 LW0906
 LW0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF817583(NAD 83)
 LW0906_MARKER: Z = SEE DESCRIPTION
 LW0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0906_STAMPING: USED 1943
 LW0906_MARK LOGO: USE   
 LW0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0906+STABILITY: SURFACE MOTION
 LW0906
 LW0906  HISTORY     - Date     Condition        Report By
 LW0906  HISTORY     - 1943     MONUMENTED       USE
 LW0906
 LW0906                          STATION DESCRIPTION
 LW0906
 LW0906'DESCRIBED BY US ENGINEERS 1943
 LW0906'AT BLOCK ISLAND.
 LW0906'ON BLOCK ISLAND, NEWPORT COUNTY, ON THE SOUTH SIDE OF THE
 LW0906'ISLAND, AT SOUTHWEST POINT, 164.28 FEET NORTH-NORTHEAST OF
 LW0906'TRIANGULATION STATION ROAR DESCRIBED ABOVE, AND 76.5 FEET NORTH
 LW0906'OF THE NORTHEAST CORNER OF THE FIRE-CONTROL BUILDING.  A 1/2-INCH
 LW0906'COPPER PLUG, SET IN THE TOP OF A CONCRETE POST (THE LETTERS USED
 LW0906'1943 ARE CAST IN THE POST) PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0909 ***********************************************************************
 LW0909  DESIGNATION -  2 B
 LW0909  PID         -  LW0909
 LW0909  STATE/COUNTY-  RI/WASHINGTON
 LW0909  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0909
 LW0909                         *CURRENT SURVEY CONTROL
 LW0909  ___________________________________________________________________
 LW0909* NAD 83(1986)-  41 08 55.     (N)    071 35 46.     (W)     SCALED    
 LW0909* LOCAL TIDAL -        46.378  (meters)     152.16   (feet)  ADJ UNCH  
 LW0909  ___________________________________________________________________
 LW0909  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LW0909
 LW0909  VERT ORDER  -  SECOND    CLASS 0
 LW0909
 LW0909.The horizontal coordinates were scaled from a topographic map and have
 LW0909.an estimated accuracy of +/- 6 seconds.
 LW0909
 LW0909.The orthometric height was key entered from printed documents
 LW0909.and not key verified.
 LW0909
 LW0909.The geoid height was determined by GEOID03.
 LW0909
 LW0909;                    North         East    Units  Estimated Accuracy
 LW0909;SPC RI       -     7,250.       91,930.      MT  (+/- 180 meters Scaled)
 LW0909
 LW0909                          SUPERSEDED SURVEY CONTROL
 LW0909
 LW0909.No superseded survey control is available for this station.
 LW0909
 LW0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF821585(NAD 83)
 LW0909_MARKER: B = BOLT
 LW0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0909_STAMPING: USED 1943
 LW0909_MARK LOGO: USE   
 LW0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0909+STABILITY: SURFACE MOTION
 LW0909
 LW0909  HISTORY     - Date     Condition        Report By
 LW0909  HISTORY     - 1943     MONUMENTED       USE
 LW0909
 LW0909                          STATION DESCRIPTION
 LW0909
 LW0909'DESCRIBED BY US ENGINEERS 1943
 LW0909'AT BLOCK ISLAND.
 LW0909'ON BLOCK ISLAND, NEWPORT COUNTY, AT THE SOUTHWEST POINT OF THE
 LW0909'ISLAND, NEAR A 120-FOOT STEEL TOWER, AT A FIRE-CONTROL BUILDING,
 LW0909'29 FEET SOUTH-SOUTHWEST OF THE EAST CORNER OF THE BUILDING, 28
 LW0909'FEET EAST OF THE SOUTH CORNER, AND 15 FEET SOUTHEAST OF THE
 LW0909'SOUTHWEST EDGE OF THE SOUTHWEST ONE OF TWO WINDOWS.  AN IRON BOLT,
 LW0909'SET IN THE TOP OF A CONCRETE POST (THE LETTERS USED 1943 ARE
 LW0909'CAST INTO THE POST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0239 ***********************************************************************
 LW0239  DESIGNATION -  2 B USE
 LW0239  PID         -  LW0239
 LW0239  STATE/COUNTY-  RI/NEWPORT
 LW0239  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0239
 LW0239                         *CURRENT SURVEY CONTROL
 LW0239  ___________________________________________________________________
 LW0239* NAD 83(1986)-  41 35 10.     (N)    071 17 02.     (W)     SCALED    
 LW0239* NAVD 88     -         1.740  (meters)       5.71   (feet)  ADJUSTED  
 LW0239  ___________________________________________________________________
 LW0239  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW0239  DYNAMIC HT  -           1.739 (meters)       5.71  (feet)  COMP
 LW0239  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 LW0239
 LW0239  VERT ORDER  -  SECOND    CLASS 0
 LW0239
 LW0239.The horizontal coordinates were scaled from a topographic map and have
 LW0239.an estimated accuracy of +/- 6 seconds.
 LW0239
 LW0239.The orthometric height was determined by differential leveling
 LW0239.and adjusted by the National Geodetic Survey in June 1991..
 LW0239
 LW0239.The geoid height was determined by GEOID03.
 LW0239
 LW0239.The dynamic height is computed by dividing the NAVD 88
 LW0239.geopotential number by the normal gravity value computed on the
 LW0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0239.degrees latitude (g = 980.6199 gals.).
 LW0239
 LW0239.The modeled gravity was interpolated from observed gravity values.
 LW0239
 LW0239;                    North         East    Units  Estimated Accuracy
 LW0239;SPC RI       -    55,860.      118,020.      MT  (+/- 180 meters Scaled)
 LW0239
 LW0239                          SUPERSEDED SURVEY CONTROL
 LW0239
 LW0239  NGVD 29 (??/??/92)    2.002  (m)            6.57   (f) ADJ UNCH    2 0
 LW0239
 LW0239.Superseded values are not recommended for survey control.
 LW0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0239.See file dsdata.txt to determine how the superseded data were derived.
 LW0239
 LW0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG096063(NAD 83)
 LW0239_MARKER: B = BOLT
 LW0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0239_SP_SET: CONCRETE BULKHEAD
 LW0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0239
 LW0239  HISTORY     - Date     Condition        Report By
 LW0239  HISTORY     - UNK      MONUMENTED       DOD
 LW0239  HISTORY     - 1969     GOOD             NGS
 LW0239
 LW0239                          STATION DESCRIPTION
 LW0239
 LW0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0239'AT MELVILLE NAVAL BASE.
 LW0239'AT MELVILLE, AT THE U.S. NAVAL BASE, NEWPORT, RHODE ISLAND,
 LW0239'MELVILLE AREA NO. 1, SET ON THE TOP AND NEAR THE SOUTHWEST END
 LW0239'OF A CONCRETE BULKHEAD ON THE EAST SIDE OF A LAGOON, (A SMALL
 LW0239'BOAT BASIN), 1 FOOT NORTHEAST OF THE SOUTHWEST END AND 1 FOOT
 LW0239'NORTHWEST OF THE SOUTHEAST EDGE OF THE BULKHEAD, 285 FEET EAST OF
 LW0239'THE EAST CORNER OF BUILDING NO. 57, 162 FEET NORTHWEST OF THE
 LW0239'NORTHWEST CORNER OF BUILDING NO. 65, 67 FEET WEST OF THE WEST
 LW0239'CORNER OF BUILDING NO. 124, 20 FEET NORTHEAST OF THE CENTER
 LW0239'LINE OF ROAD ON THE SOUTH SIDE OF THE LAGOON AND LEVEL WITH THE
 LW0239'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0814 ***********************************************************************
 LW0814  DESIGNATION -  2 M
 LW0814  PID         -  LW0814
 LW0814  STATE/COUNTY-  RI/WASHINGTON
 LW0814  USGS QUAD   -  WATCH HILL (1984)
 LW0814
 LW0814                         *CURRENT SURVEY CONTROL
 LW0814  ___________________________________________________________________
 LW0814* NAD 83(1986)-  41 19 55.     (N)    071 48 45.     (W)     SCALED    
 LW0814* NAVD 88     -        12.036  (meters)      39.49   (feet)  ADJUSTED  
 LW0814  ___________________________________________________________________
 LW0814  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW0814  DYNAMIC HT  -          12.032 (meters)      39.48  (feet)  COMP
 LW0814  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW0814
 LW0814  VERT ORDER  -  SECOND    CLASS 0
 LW0814
 LW0814.The horizontal coordinates were scaled from a topographic map and have
 LW0814.an estimated accuracy of +/- 6 seconds.
 LW0814
 LW0814.The orthometric height was determined by differential leveling
 LW0814.and adjusted by the National Geodetic Survey in June 1991..
 LW0814
 LW0814.The geoid height was determined by GEOID03.
 LW0814
 LW0814.The dynamic height is computed by dividing the NAVD 88
 LW0814.geopotential number by the normal gravity value computed on the
 LW0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0814.degrees latitude (g = 980.6199 gals.).
 LW0814
 LW0814.The modeled gravity was interpolated from observed gravity values.
 LW0814
 LW0814;                    North         East    Units  Estimated Accuracy
 LW0814;SPC RI       -    27,660.       73,840.      MT  (+/- 180 meters Scaled)
 LW0814
 LW0814                          SUPERSEDED SURVEY CONTROL
 LW0814
 LW0814  NGVD 29 (??/??/92)   12.325  (m)           40.44   (f) ADJ UNCH    2 0
 LW0814
 LW0814.Superseded values are not recommended for survey control.
 LW0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0814.See file dsdata.txt to determine how the superseded data were derived.
 LW0814
 LW0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF646794(NAD 83)
 LW0814_MARKER: DD = SURVEY DISK
 LW0814_SETTING: 80 = SET IN A BOULDER
 LW0814_SP_SET: BOULDER
 LW0814_STAMPING: 2 M 1941 40
 LW0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0814+STABILITY: SURFACE MOTION
 LW0814
 LW0814  HISTORY     - Date     Condition        Report By
 LW0814  HISTORY     - 1941     MONUMENTED       USGS
 LW0814  HISTORY     - 1943     GOOD             NGS
 LW0814  HISTORY     - 1984     GOOD             USPSQD
 LW0814  HISTORY     - 1988     GOOD             USPSQD
 LW0814  HISTORY     - 1989     GOOD             USPSQD
 LW0814  HISTORY     - 1989     GOOD             USPSQD
 LW0814  HISTORY     - 1990     GOOD             USPSQD
 LW0814
 LW0814                          STATION DESCRIPTION
 LW0814
 LW0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0814'3.2 MI NE FROM WATCH HILL.
 LW0814'3.2 MILES NORTHEAST OF WATCH HILL, WASHINGTON COUNTY.  THIS
 LW0814'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.5
 LW0814'MILE NORTHEAST ALONG WESTERLY ROAD, THENCE 1.9 MILES NORTHEAST
 LW0814'ALONG OCEAN VIEW HIGHWAY, AND THENCE 0.8 MILE NORTHEAST ALONG
 LW0814'SHORE ROAD.  IT IS AT A ROAD INTERSECTION, IN THE NORTHEAST
 LW0814'QUARTER OF THE INTERSECTION, 121 FEET EAST OF THE CENTER LINE OF
 LW0814'THE ROAD LEADING NORTH TO WESTERLY, 70 FEET NORTH OF THE CENTER
 LW0814'LINE OF SHORE ROAD, 48.4 FEET NORTH OF POLE S-50, AND IN THE
 LW0814'TOP OF A BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LW0814'DISK, STAMPED 2 M 1941 40.
 LW0814
 LW0814                          STATION RECOVERY (1984)
 LW0814
 LW0814'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0814'RECOVERED IN GOOD CONDITION.
 LW0814
 LW0814                          STATION RECOVERY (1988)
 LW0814
 LW0814'RECOVERY NOTE BY US POWER SQUADRON 1988 (BAM)
 LW0814'RECOVERED IN GOOD CONDITION.
 LW0814
 LW0814                          STATION RECOVERY (1989)
 LW0814
 LW0814'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0814'RECOVERED IN GOOD CONDITION.
 LW0814
 LW0814                          STATION RECOVERY (1989)
 LW0814
 LW0814'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0814'RECOVERED IN GOOD CONDITION.
 LW0814
 LW0814                          STATION RECOVERY (1990)
 LW0814
 LW0814'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0621 ***********************************************************************
 LW0621  DESIGNATION -  2 USE
 LW0621  PID         -  LW0621
 LW0621  STATE/COUNTY-  RI/NEWPORT
 LW0621  USGS QUAD   -  SAKONNET POINT (1970)
 LW0621
 LW0621                         *CURRENT SURVEY CONTROL
 LW0621  ___________________________________________________________________
 LW0621* NAD 83(1986)-  41 27 35.     (N)    071 11 19.     (W)     SCALED    
 LW0621* NAVD 88     -         8.588  (meters)      28.18   (feet)  ADJUSTED  
 LW0621  ___________________________________________________________________
 LW0621  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW0621  DYNAMIC HT  -           8.585 (meters)      28.17  (feet)  COMP
 LW0621  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 LW0621
 LW0621  VERT ORDER  -  SECOND    CLASS 0
 LW0621
 LW0621.The horizontal coordinates were scaled from a topographic map and have
 LW0621.an estimated accuracy of +/- 6 seconds.
 LW0621
 LW0621.The orthometric height was determined by differential leveling
 LW0621.and adjusted by the National Geodetic Survey in June 1991..
 LW0621
 LW0621.The geoid height was determined by GEOID03.
 LW0621
 LW0621.The dynamic height is computed by dividing the NAVD 88
 LW0621.geopotential number by the normal gravity value computed on the
 LW0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0621.degrees latitude (g = 980.6199 gals.).
 LW0621
 LW0621.The modeled gravity was interpolated from observed gravity values.
 LW0621
 LW0621;                    North         East    Units  Estimated Accuracy
 LW0621;SPC RI       -    41,850.      126,020.      MT  (+/- 180 meters Scaled)
 LW0621
 LW0621                          SUPERSEDED SURVEY CONTROL
 LW0621
 LW0621  NGVD 29 (??/??/92)    8.813  (m)           28.91   (f) ADJ UNCH    2 0
 LW0621
 LW0621.Superseded values are not recommended for survey control.
 LW0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0621.See file dsdata.txt to determine how the superseded data were derived.
 LW0621
 LW0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF172921(NAD 83)
 LW0621_MARKER: DB = BENCH MARK DISK
 LW0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0621+STABILITY: SURFACE MOTION
 LW0621
 LW0621  HISTORY     - Date     Condition        Report By
 LW0621  HISTORY     - UNK      MONUMENTED       DOD
 LW0621  HISTORY     - 1943     GOOD             NGS
 LW0621
 LW0621                          STATION DESCRIPTION
 LW0621
 LW0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0621'AT SAKONNET POINT.
 LW0621'AT SAKONNET POINT, NEWPORT COUNTY, NEAR THE WEST END OF BATTERY
 LW0621'212, AT A ROAD INTERSECTION, IN THE NORTHWEST QUARTER OF THE
 LW0621'INTERSECTION, 72 FEET WEST OF THE CENTER LINE OF THE
 LW0621'NORTH-AND-SOUTH ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE
 LW0621'EAST-AND-WEST ROAD, AND 90 FEET WEST OF THE SOUTHWEST CORNER OF
 LW0621'THE POST EXCHANGE BUILDING.  A U.S.E. DISK SET IN TOP OF CONCRETE
 LW0621'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1192 ***********************************************************************
 LW1192  DESIGNATION -  200
 LW1192  PID         -  LW1192
 LW1192  STATE/COUNTY-  RI/PROVIDENCE
 LW1192  USGS QUAD   -  CLAYVILLE (1975)
 LW1192
 LW1192                         *CURRENT SURVEY CONTROL
 LW1192  ___________________________________________________________________
 LW1192* NAD 83(1986)-  41 51 59.     (N)    071 40 31.     (W)     SCALED    
 LW1192* NAVD 88     -       189.093  (meters)     620.38   (feet)  ADJUSTED  
 LW1192  ___________________________________________________________________
 LW1192  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW1192  DYNAMIC HT  -         189.028 (meters)     620.17  (feet)  COMP
 LW1192  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LW1192
 LW1192  VERT ORDER  -  SECOND    CLASS 0
 LW1192
 LW1192.The horizontal coordinates were scaled from a topographic map and have
 LW1192.an estimated accuracy of +/- 6 seconds.
 LW1192
 LW1192.The orthometric height was determined by differential leveling
 LW1192.and adjusted by the National Geodetic Survey in June 1991..
 LW1192
 LW1192.The geoid height was determined by GEOID03.
 LW1192
 LW1192.The dynamic height is computed by dividing the NAVD 88
 LW1192.geopotential number by the normal gravity value computed on the
 LW1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1192.degrees latitude (g = 980.6199 gals.).
 LW1192
 LW1192.The modeled gravity was interpolated from observed gravity values.
 LW1192
 LW1192;                    North         East    Units  Estimated Accuracy
 LW1192;SPC RI       -    86,980.       85,450.      MT  (+/- 180 meters Scaled)
 LW1192
 LW1192                          SUPERSEDED SURVEY CONTROL
 LW1192
 LW1192  NGVD 29 (??/??/92)  189.337  (m)          621.18   (f) ADJ UNCH    2 0
 LW1192
 LW1192.Superseded values are not recommended for survey control.
 LW1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1192.See file dsdata.txt to determine how the superseded data were derived.
 LW1192
 LW1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG779384(NAD 83)
 LW1192_MARKER: DD = SURVEY DISK
 LW1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1192_STAMPING: 200
 LW1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1192+STABILITY: SURFACE MOTION
 LW1192
 LW1192  HISTORY     - Date     Condition        Report By
 LW1192  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1192  HISTORY     - 1969     GOOD             NGS
 LW1192  HISTORY     - 1988     GOOD             USPSQD
 LW1192  HISTORY     - 19900524 GOOD             USPSQD
 LW1192
 LW1192                          STATION DESCRIPTION
 LW1192
 LW1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1192'3.6 MI S FROM CHEPACHET.
 LW1192'ABOUT 3.6 MILES SOUTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1192'JUNCTION OF STATE HIGHWAY 44 AT CHEPACHET, 34 FEET SOUTHEAST OF
 LW1192'THE CENTER OF THE INTERSECTION OF BUNGY ROAD, 41 1/2 FEET EAST
 LW1192'OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 33, 24 FEET EAST
 LW1192'OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTH OF THE CENTER
 LW1192'LINE OF THE ROAD, 7 1/2 FEET SOUTHWEST OF A 6-INCH FIR TREE,
 LW1192'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW1192'POST FLUSH WITH THE GROUND.
 LW1192
 LW1192                          STATION RECOVERY (1988)
 LW1192
 LW1192'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1192'RECOVERED IN GOOD CONDITION.
 LW1192
 LW1192                          STATION RECOVERY (1990)
 LW1192
 LW1192'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1194 ***********************************************************************
 LW1194  DESIGNATION -  202
 LW1194  PID         -  LW1194
 LW1194  STATE/COUNTY-  RI/PROVIDENCE
 LW1194  USGS QUAD   -  CHEPACHET (1975)
 LW1194
 LW1194                         *CURRENT SURVEY CONTROL
 LW1194  ___________________________________________________________________
 LW1194* NAD 83(1986)-  41 53 31.     (N)    071 40 14.     (W)     SCALED    
 LW1194* NAVD 88     -       161.212  (meters)     528.91   (feet)  ADJUSTED  
 LW1194  ___________________________________________________________________
 LW1194  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW1194  DYNAMIC HT  -         161.156 (meters)     528.73  (feet)  COMP
 LW1194  MODELED GRAV-     980,274.0   (mgal)                       NAVD 88
 LW1194
 LW1194  VERT ORDER  -  SECOND    CLASS 0
 LW1194
 LW1194.The horizontal coordinates were scaled from a topographic map and have
 LW1194.an estimated accuracy of +/- 6 seconds.
 LW1194
 LW1194.The orthometric height was determined by differential leveling
 LW1194.and adjusted by the National Geodetic Survey in June 1991..
 LW1194
 LW1194.The geoid height was determined by GEOID03.
 LW1194
 LW1194.The dynamic height is computed by dividing the NAVD 88
 LW1194.geopotential number by the normal gravity value computed on the
 LW1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1194.degrees latitude (g = 980.6199 gals.).
 LW1194
 LW1194.The modeled gravity was interpolated from observed gravity values.
 LW1194
 LW1194;                    North         East    Units  Estimated Accuracy
 LW1194;SPC RI       -    89,820.       85,850.      MT  (+/- 180 meters Scaled)
 LW1194
 LW1194                          SUPERSEDED SURVEY CONTROL
 LW1194
 LW1194  NGVD 29 (??/??/92)  161.455  (m)          529.71   (f) ADJ UNCH    2 0
 LW1194
 LW1194.Superseded values are not recommended for survey control.
 LW1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1194.See file dsdata.txt to determine how the superseded data were derived.
 LW1194
 LW1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG784412(NAD 83)
 LW1194_MARKER: DD = SURVEY DISK
 LW1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1194_STAMPING: 202
 LW1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1194+STABILITY: SURFACE MOTION
 LW1194
 LW1194  HISTORY     - Date     Condition        Report By
 LW1194  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1194  HISTORY     - 1969     GOOD             NGS
 LW1194  HISTORY     - 1988     GOOD             USPSQD
 LW1194  HISTORY     - 19900524 GOOD             USPSQD
 LW1194
 LW1194                          STATION DESCRIPTION
 LW1194
 LW1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1194'1.8 MI S FROM CHEPACHET.
 LW1194'ABOUT 1.75 MILES SOUTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1194'JUNCTION OF STATE HIGHWAY 44 AT CHEPACHET, ABOUT 0.35 MILE SOUTH
 LW1194'OF THE JUNCTION OF POUND ROAD, 109 FEET SOUTHWEST OF THE CENTER
 LW1194'OF THE JUNCTION OF A DRIVEWAY LEADING SOUTHEAST TO A WHITE FRAME
 LW1194'HOUSE, 30 1/2 FEET NORTHEAST OF POWER LINE POLE 107, 17 1/2 FEET
 LW1194'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT SOUTHEAST
 LW1194'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LW1194'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW1194
 LW1194                          STATION RECOVERY (1988)
 LW1194
 LW1194'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1194'RECOVERED IN GOOD CONDITION.
 LW1194
 LW1194                          STATION RECOVERY (1990)
 LW1194
 LW1194'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1145 ***********************************************************************
 LW1145  DESIGNATION -  21 M
 LW1145  PID         -  LW1145
 LW1145  STATE/COUNTY-  RI/WASHINGTON
 LW1145  USGS QUAD   -  HOPE VALLEY (1975)
 LW1145
 LW1145                         *CURRENT SURVEY CONTROL
 LW1145  ___________________________________________________________________
 LW1145* NAD 83(1986)-  41 31 23.     (N)    071 44 33.     (W)     SCALED    
 LW1145* NAVD 88     -        59.060  (meters)     193.77   (feet)  ADJUSTED  
 LW1145  ___________________________________________________________________
 LW1145  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW1145  DYNAMIC HT  -          59.039 (meters)     193.70  (feet)  COMP
 LW1145  MODELED GRAV-     980,265.8   (mgal)                       NAVD 88
 LW1145
 LW1145  VERT ORDER  -  SECOND    CLASS 0
 LW1145
 LW1145.The horizontal coordinates were scaled from a topographic map and have
 LW1145.an estimated accuracy of +/- 6 seconds.
 LW1145
 LW1145.The orthometric height was determined by differential leveling
 LW1145.and adjusted by the National Geodetic Survey in June 1991..
 LW1145
 LW1145.The geoid height was determined by GEOID03.
 LW1145
 LW1145.The dynamic height is computed by dividing the NAVD 88
 LW1145.geopotential number by the normal gravity value computed on the
 LW1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1145.degrees latitude (g = 980.6199 gals.).
 LW1145
 LW1145.The modeled gravity was interpolated from observed gravity values.
 LW1145
 LW1145;                    North         East    Units  Estimated Accuracy
 LW1145;SPC RI       -    48,860.       79,760.      MT  (+/- 180 meters Scaled)
 LW1145
 LW1145                          SUPERSEDED SURVEY CONTROL
 LW1145
 LW1145  NGVD 29 (??/??/92)   59.328  (m)          194.65   (f) ADJ UNCH    2 0
 LW1145
 LW1145.Superseded values are not recommended for survey control.
 LW1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1145.See file dsdata.txt to determine how the superseded data were derived.
 LW1145
 LW1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG711004(NAD 83)
 LW1145_MARKER: DD = SURVEY DISK
 LW1145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1145_SP_SET: CULVERT
 LW1145_STAMPING: 195 21 M 1941
 LW1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1145+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW1145
 LW1145  HISTORY     - Date     Condition        Report By
 LW1145  HISTORY     - 1941     MONUMENTED       USGS
 LW1145  HISTORY     - 1969     GOOD             NGS
 LW1145  HISTORY     - 1986     GOOD             USPSQD
 LW1145  HISTORY     - 1988     GOOD             USPSQD
 LW1145  HISTORY     - 1988     GOOD             USPSQD
 LW1145  HISTORY     - 19891214 GOOD             USPSQD
 LW1145  HISTORY     - 19901121 GOOD             USPSQD
 LW1145  HISTORY     - 20010807 GOOD             USPSQD
 LW1145
 LW1145                          STATION DESCRIPTION
 LW1145
 LW1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1145'2.2 MI W FROM HOPE VALLEY.
 LW1145'ABOUT 2.25 MILES SOUTH AND NORTHWEST ALONG STATE HIGHWAY 138 FROM
 LW1145'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, AT MOSCOW, SET ON THE
 LW1145'TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL FOR A 10-FOOT
 LW1145'CONCRETE BOX CULVERT OVER MOSCOW BROOK, 15.5 FEET NORTH OF THE
 LW1145'CENTER LINE OF THE HIGHWAY, 1.9 FEET WEST OF THE EAST END OF THE
 LW1145'HEAD WALL AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW1145
 LW1145                          STATION RECOVERY (1986)
 LW1145
 LW1145'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1145'RECOVERED IN GOOD CONDITION.
 LW1145
 LW1145                          STATION RECOVERY (1988)
 LW1145
 LW1145'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1145'RECOVERED IN GOOD CONDITION.
 LW1145
 LW1145                          STATION RECOVERY (1988)
 LW1145
 LW1145'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1145'RECOVERED IN GOOD CONDITION.
 LW1145
 LW1145                          STATION RECOVERY (1989)
 LW1145
 LW1145'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1145'RECOVERED IN GOOD CONDITION.
 LW1145
 LW1145                          STATION RECOVERY (1990)
 LW1145
 LW1145'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1145'RECOVERED IN GOOD CONDITION.
 LW1145
 LW1145                          STATION RECOVERY (2001)
 LW1145
 LW1145'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1360 ***********************************************************************
 LW1360  DESIGNATION -  220
 LW1360  PID         -  LW1360
 LW1360  STATE/COUNTY-  RI/KENT
 LW1360  USGS QUAD   -  CROMPTON (1995)
 LW1360
 LW1360                         *CURRENT SURVEY CONTROL
 LW1360  ___________________________________________________________________
 LW1360* NAD 83(1986)-  41 39 36.     (N)    071 36 10.     (W)     SCALED    
 LW1360* NAVD 88     -        80.925  (meters)     265.50   (feet)  ADJUSTED  
 LW1360  ___________________________________________________________________
 LW1360  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW1360  DYNAMIC HT  -          80.896 (meters)     265.41  (feet)  COMP
 LW1360  MODELED GRAV-     980,270.2   (mgal)                       NAVD 88
 LW1360
 LW1360  VERT ORDER  -  SECOND    CLASS 0
 LW1360
 LW1360.The horizontal coordinates were scaled from a topographic map and have
 LW1360.an estimated accuracy of +/- 6 seconds.
 LW1360
 LW1360.The orthometric height was determined by differential leveling
 LW1360.and adjusted by the National Geodetic Survey in June 1991..
 LW1360
 LW1360.The geoid height was determined by GEOID03.
 LW1360
 LW1360.The dynamic height is computed by dividing the NAVD 88
 LW1360.geopotential number by the normal gravity value computed on the
 LW1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1360.degrees latitude (g = 980.6199 gals.).
 LW1360
 LW1360.The modeled gravity was interpolated from observed gravity values.
 LW1360
 LW1360;                    North         East    Units  Estimated Accuracy
 LW1360;SPC RI       -    64,050.       91,440.      MT  (+/- 180 meters Scaled)
 LW1360
 LW1360                          SUPERSEDED SURVEY CONTROL
 LW1360
 LW1360  NGVD 29 (??/??/92)   81.178  (m)          266.33   (f) ADJ UNCH    2 0
 LW1360
 LW1360.Superseded values are not recommended for survey control.
 LW1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1360.See file dsdata.txt to determine how the superseded data were derived.
 LW1360
 LW1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG832153(NAD 83)
 LW1360_MARKER: DD = SURVEY DISK
 LW1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1360_STAMPING: 220
 LW1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1360+STABILITY: SURFACE MOTION
 LW1360
 LW1360  HISTORY     - Date     Condition        Report By
 LW1360  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1360  HISTORY     - 1969     GOOD             NGS
 LW1360  HISTORY     - 1987     GOOD             USPSQD
 LW1360  HISTORY     - 1988     GOOD             USPSQD
 LW1360
 LW1360                          STATION DESCRIPTION
 LW1360
 LW1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1360'3 MI SW FROM COVENTRY.
 LW1360'ABOUT 3.05 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 LW1360'OF STATE HIGHWAY 33 AT COVENTRY, ABOUT 0.7 MILE NORTHEAST OF THE
 LW1360'STATE HIGHWAY 3 OVERPASS OVER INTER-STATE HIGHWAY 95, AT THE
 LW1360'JUNCTION OF MISHNOCK ROAD LEADING SOUTHEAST, 34.4 FEET NORTHWEST
 LW1360'OF THE CENTER LINE OF THE SOUTHWEST-BOUND LANE OF THE HIGHWAY,
 LW1360'11 FEET WEST OF THE EXTENDED CENTER LINE OF MISHNOCK ROAD,
 LW1360'24.8 FEET NORTH OF THE NORTH CORNER OF A 4-FOOT SQUARE CATCH
 LW1360'BASIN, 31 1/2 FEET SOUTHWEST OF POWER LINE POLE 138, 1.4 FEET
 LW1360'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 LW1360'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 LW1360'THE LEVEL OF THE GROUND.
 LW1360
 LW1360                          STATION RECOVERY (1987)
 LW1360
 LW1360'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1360'RECOVERED IN GOOD CONDITION.
 LW1360
 LW1360                          STATION RECOVERY (1988)
 LW1360
 LW1360'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1402 ***********************************************************************
 LW1402  DESIGNATION -  227
 LW1402  PID         -  LW1402
 LW1402  STATE/COUNTY-  RI/WASHINGTON
 LW1402  USGS QUAD   -  HOPE VALLEY (1975)
 LW1402
 LW1402                         *CURRENT SURVEY CONTROL
 LW1402  ___________________________________________________________________
 LW1402* NAD 83(1986)-  41 35 43.     (N)    071 38 50.     (W)     SCALED    
 LW1402* NAVD 88     -       158.990  (meters)     521.62   (feet)  ADJUSTED  
 LW1402  ___________________________________________________________________
 LW1402  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LW1402  DYNAMIC HT  -         158.934 (meters)     521.44  (feet)  COMP
 LW1402  MODELED GRAV-     980,265.5   (mgal)                       NAVD 88
 LW1402
 LW1402  VERT ORDER  -  SECOND    CLASS 0
 LW1402
 LW1402.The horizontal coordinates were scaled from a topographic map and have
 LW1402.an estimated accuracy of +/- 6 seconds.
 LW1402
 LW1402.The orthometric height was determined by differential leveling
 LW1402.and adjusted by the National Geodetic Survey in June 1991..
 LW1402
 LW1402.The geoid height was determined by GEOID03.
 LW1402
 LW1402.The dynamic height is computed by dividing the NAVD 88
 LW1402.geopotential number by the normal gravity value computed on the
 LW1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1402.degrees latitude (g = 980.6199 gals.).
 LW1402
 LW1402.The modeled gravity was interpolated from observed gravity values.
 LW1402
 LW1402;                    North         East    Units  Estimated Accuracy
 LW1402;SPC RI       -    56,870.       87,730.      MT  (+/- 180 meters Scaled)
 LW1402
 LW1402                          SUPERSEDED SURVEY CONTROL
 LW1402
 LW1402  NGVD 29 (??/??/92)  159.244  (m)          522.45   (f) ADJ UNCH    2 0
 LW1402
 LW1402.Superseded values are not recommended for survey control.
 LW1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1402.See file dsdata.txt to determine how the superseded data were derived.
 LW1402
 LW1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG793082(NAD 83)
 LW1402_MARKER: DD = SURVEY DISK
 LW1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1402_STAMPING: 227
 LW1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1402+STABILITY: SURFACE MOTION
 LW1402
 LW1402  HISTORY     - Date     Condition        Report By
 LW1402  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1402  HISTORY     - 1969     GOOD             NGS
 LW1402  HISTORY     - 1986     GOOD             USPSQD
 LW1402  HISTORY     - 1988     GOOD             USPSQD
 LW1402  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1402  HISTORY     - 19901121 MARK NOT FOUND   USPSQD
 LW1402  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 LW1402
 LW1402                          STATION DESCRIPTION
 LW1402
 LW1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1402'5.2 MI W FROM EXETER.
 LW1402'ABOUT 5.2 MILES WEST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1402'HILL BAPTIST CHURCH AT EXETER, NEAR THE SOUTH CORNER OF THE
 LW1402'DIAMOND FORMED BY THE NORTH JUNCTION OF STATE HIGHWAY 3 AND
 LW1402'STATE HIGHWAY 102, ABOUT 0.8 MILE SOUTHEAST OF THE STATE HIGHWAY
 LW1402'102 OVERPASS OVER INTERSTATE HIGHWAY 95, 51.6 FEET EAST OF THE
 LW1402'CENTER LINE OF THE WEST LEG OF STATE HIGHWAY 102, 30.1 FEET
 LW1402'NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF STATE
 LW1402'HIGHWAY 3, 34.8 FEET NORTHEAST OF POWER LINE POLE 394, ABOUT
 LW1402'LEVEL WITH THE HIGHWAYS AND SET IN THE TOP OF A CONCRETE POST
 LW1402'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1402
 LW1402                          STATION RECOVERY (1986)
 LW1402
 LW1402'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1402'RECOVERED IN GOOD CONDITION.
 LW1402
 LW1402                          STATION RECOVERY (1988)
 LW1402
 LW1402'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1402'RECOVERED IN GOOD CONDITION.
 LW1402
 LW1402                          STATION RECOVERY (1989)
 LW1402
 LW1402'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1402'MARK NOT FOUND.
 LW1402
 LW1402                          STATION RECOVERY (1990)
 LW1402
 LW1402'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1402'MARK NOT FOUND.
 LW1402
 LW1402                          STATION RECOVERY (1997)
 LW1402
 LW1402'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1141 ***********************************************************************
 LW1141  DESIGNATION -  236
 LW1141  PID         -  LW1141
 LW1141  STATE/COUNTY-  RI/WASHINGTON
 LW1141  USGS QUAD   -  HOPE VALLEY (1975)
 LW1141
 LW1141                         *CURRENT SURVEY CONTROL
 LW1141  ___________________________________________________________________
 LW1141* NAD 83(1986)-  41 30 27.     (N)    071 42 58.     (W)     SCALED    
 LW1141* NAVD 88     -        25.437  (meters)      83.45   (feet)  ADJUSTED  
 LW1141  ___________________________________________________________________
 LW1141  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW1141  DYNAMIC HT  -          25.428 (meters)      83.42  (feet)  COMP
 LW1141  MODELED GRAV-     980,268.1   (mgal)                       NAVD 88
 LW1141
 LW1141  VERT ORDER  -  SECOND    CLASS 0
 LW1141
 LW1141.The horizontal coordinates were scaled from a topographic map and have
 LW1141.an estimated accuracy of +/- 6 seconds.
 LW1141
 LW1141.The orthometric height was determined by differential leveling
 LW1141.and adjusted by the National Geodetic Survey in June 1991..
 LW1141
 LW1141.The geoid height was determined by GEOID03.
 LW1141
 LW1141.The dynamic height is computed by dividing the NAVD 88
 LW1141.geopotential number by the normal gravity value computed on the
 LW1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1141.degrees latitude (g = 980.6199 gals.).
 LW1141
 LW1141.The modeled gravity was interpolated from observed gravity values.
 LW1141
 LW1141;                    North         East    Units  Estimated Accuracy
 LW1141;SPC RI       -    47,130.       81,960.      MT  (+/- 180 meters Scaled)
 LW1141
 LW1141                          SUPERSEDED SURVEY CONTROL
 LW1141
 LW1141  NGVD 29 (??/??/92)   25.707  (m)           84.34   (f) ADJ UNCH    2 0
 LW1141
 LW1141.Superseded values are not recommended for survey control.
 LW1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1141.See file dsdata.txt to determine how the superseded data were derived.
 LW1141
 LW1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF733986(NAD 83)
 LW1141_MARKER: DD = SURVEY DISK
 LW1141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1141_SP_SET: WALKWAY
 LW1141_STAMPING: 236
 LW1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1141+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW1141
 LW1141  HISTORY     - Date     Condition        Report By
 LW1141  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1141  HISTORY     - 1969     GOOD             NGS
 LW1141  HISTORY     - 1988     GOOD             USPSQD
 LW1141  HISTORY     - 19891214 GOOD             USPSQD
 LW1141  HISTORY     - 19901121 GOOD             USPSQD
 LW1141  HISTORY     - 20020710 GOOD             USPS
 LW1141  HISTORY     - 20060703 GOOD             USPSQD
 LW1141
 LW1141                          STATION DESCRIPTION
 LW1141
 LW1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1141'AT HOPE VALLEY.
 LW1141'AT HOPE VALLEY, ALONG STATE HIGHWAY 138, ABOUT 0.3 MILE SOUTHWEST
 LW1141'OF THE FIRST BAPTIST CHURCH, SET ON THE TOP OF THE SOUTHWEST END
 LW1141'OF THE CONCRETE WALK WAY ACROSS THE SOUTHEAST SIDE OF A 30-FOOT
 LW1141'CONCRETE BRIDGE (HOPE VALLEY BRIDGE 46) OVER BRUSHY BROOK, 18.3
 LW1141'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.4 FEET
 LW1141'NORTHEAST OF THE WEST CORNER OF THE SOUTHEAST CONCRETE GUARD RAIL
 LW1141'OF THE BRIDGE AND LEVEL WITH THE HIGHWAY.
 LW1141
 LW1141                          STATION RECOVERY (1988)
 LW1141
 LW1141'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1141'RECOVERED IN GOOD CONDITION.
 LW1141
 LW1141                          STATION RECOVERY (1989)
 LW1141
 LW1141'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1141'RECOVERED IN GOOD CONDITION.
 LW1141
 LW1141                          STATION RECOVERY (1990)
 LW1141
 LW1141'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1141'RECOVERED IN GOOD CONDITION.
 LW1141
 LW1141                          STATION RECOVERY (2002)
 LW1141
 LW1141'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1141'RECOVERED IN GOOD CONDITION.
 LW1141
 LW1141                          STATION RECOVERY (2006)
 LW1141
 LW1141'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0950 ***********************************************************************
 LW0950  DESIGNATION -  243
 LW0950  PID         -  LW0950
 LW0950  STATE/COUNTY-  RI/WASHINGTON
 LW0950  USGS QUAD   -  ASHAWAY (1984)
 LW0950
 LW0950                         *CURRENT SURVEY CONTROL
 LW0950  ___________________________________________________________________
 LW0950* NAD 83(1986)-  41 26 05.     (N)    071 47 07.     (W)     SCALED    
 LW0950* NAVD 88     -        27.050  (meters)      88.75   (feet)  ADJUSTED  
 LW0950  ___________________________________________________________________
 LW0950  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LW0950  DYNAMIC HT  -          27.041 (meters)      88.72  (feet)  COMP
 LW0950  MODELED GRAV-     980,269.8   (mgal)                       NAVD 88
 LW0950
 LW0950  VERT ORDER  -  SECOND    CLASS 0
 LW0950
 LW0950.The horizontal coordinates were scaled from a topographic map and have
 LW0950.an estimated accuracy of +/- 6 seconds.
 LW0950
 LW0950.The orthometric height was determined by differential leveling
 LW0950.and adjusted by the National Geodetic Survey in June 1991..
 LW0950
 LW0950.The geoid height was determined by GEOID03.
 LW0950
 LW0950.The dynamic height is computed by dividing the NAVD 88
 LW0950.geopotential number by the normal gravity value computed on the
 LW0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0950.degrees latitude (g = 980.6199 gals.).
 LW0950
 LW0950.The modeled gravity was interpolated from observed gravity values.
 LW0950
 LW0950;                    North         East    Units  Estimated Accuracy
 LW0950;SPC RI       -    39,060.       76,160.      MT  (+/- 180 meters Scaled)
 LW0950
 LW0950                          SUPERSEDED SURVEY CONTROL
 LW0950
 LW0950  NGVD 29 (??/??/92)   27.336  (m)           89.68   (f) ADJ UNCH    2 0
 LW0950
 LW0950.Superseded values are not recommended for survey control.
 LW0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0950.See file dsdata.txt to determine how the superseded data were derived.
 LW0950
 LW0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF672907(NAD 83)
 LW0950_MARKER: DD = SURVEY DISK
 LW0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0950_STAMPING: 243
 LW0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0950+STABILITY: SURFACE MOTION
 LW0950
 LW0950  HISTORY     - Date     Condition        Report By
 LW0950  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0950  HISTORY     - 1969     GOOD             NGS
 LW0950  HISTORY     - 1984     GOOD             USPSQD
 LW0950  HISTORY     - 1988     GOOD             USPSQD
 LW0950  HISTORY     - 1989     GOOD             USPSQD
 LW0950  HISTORY     - 1990     GOOD             USPSQD
 LW0950
 LW0950                          STATION DESCRIPTION
 LW0950
 LW0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0950'0.9 MI N FROM ASHAWAY.
 LW0950'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0950'JUNCTION OF STATE HIGHWAY 216 ASHAWAY, 49 FEET SOUTHWEST OF THE
 LW0950'CENTER OF THE JUNCTION OF A PRIVATE BLACK TOPPED ROAD LEADING
 LW0950'SOUTHWEST, 29 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LW0950'26 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTHWEST
 LW0950'OF POWER LINE POLE 180-1632, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 LW0950'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LW0950'THE LEVEL OF THE GROUND.
 LW0950
 LW0950                          STATION RECOVERY (1984)
 LW0950
 LW0950'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0950'RECOVERED IN GOOD CONDITION.
 LW0950
 LW0950                          STATION RECOVERY (1988)
 LW0950
 LW0950'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW0950'RECOVERED IN GOOD CONDITION.
 LW0950
 LW0950                          STATION RECOVERY (1989)
 LW0950
 LW0950'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0950'RECOVERED IN GOOD CONDITION.
 LW0950
 LW0950                          STATION RECOVERY (1990)
 LW0950
 LW0950'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0948 ***********************************************************************
 LW0948  DESIGNATION -  244
 LW0948  PID         -  LW0948
 LW0948  STATE/COUNTY-  RI/WASHINGTON
 LW0948  USGS QUAD   -  ASHAWAY (1984)
 LW0948
 LW0948                         *CURRENT SURVEY CONTROL
 LW0948  ___________________________________________________________________
 LW0948* NAD 83(1986)-  41 25 13.     (N)    071 47 21.     (W)     SCALED    
 LW0948* NAVD 88     -        18.107  (meters)      59.41   (feet)  ADJUSTED  
 LW0948  ___________________________________________________________________
 LW0948  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW0948  DYNAMIC HT  -          18.100 (meters)      59.38  (feet)  COMP
 LW0948  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 LW0948
 LW0948  VERT ORDER  -  SECOND    CLASS 0
 LW0948
 LW0948.The horizontal coordinates were scaled from a topographic map and have
 LW0948.an estimated accuracy of +/- 6 seconds.
 LW0948
 LW0948.The orthometric height was determined by differential leveling
 LW0948.and adjusted by the National Geodetic Survey in June 1991..
 LW0948
 LW0948.The geoid height was determined by GEOID03.
 LW0948
 LW0948.The dynamic height is computed by dividing the NAVD 88
 LW0948.geopotential number by the normal gravity value computed on the
 LW0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0948.degrees latitude (g = 980.6199 gals.).
 LW0948
 LW0948.The modeled gravity was interpolated from observed gravity values.
 LW0948
 LW0948;                    North         East    Units  Estimated Accuracy
 LW0948;SPC RI       -    37,460.       75,830.      MT  (+/- 180 meters Scaled)
 LW0948
 LW0948                          SUPERSEDED SURVEY CONTROL
 LW0948
 LW0948  NGVD 29 (??/??/92)   18.392  (m)           60.34   (f) ADJ UNCH    2 0
 LW0948
 LW0948.Superseded values are not recommended for survey control.
 LW0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0948.See file dsdata.txt to determine how the superseded data were derived.
 LW0948
 LW0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF669891(NAD 83)
 LW0948_MARKER: DD = SURVEY DISK
 LW0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0948_STAMPING: 244
 LW0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0948+STABILITY: SURFACE MOTION
 LW0948
 LW0948  HISTORY     - Date     Condition        Report By
 LW0948  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0948  HISTORY     - 1969     GOOD             NGS
 LW0948  HISTORY     - 1984     GOOD             USPSQD
 LW0948  HISTORY     - 1988     GOOD             USPSQD
 LW0948  HISTORY     - 1990     GOOD             USPSQD
 LW0948
 LW0948                          STATION DESCRIPTION
 LW0948
 LW0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0948'AT ASHAWAY.
 LW0948'AT ASHAWAY, ABOUT 0.25 MILE SOUTH ALONG STATE HIGHWAY 3 FROM
 LW0948'THE SOUTH JUNCTION OF STATE HIGHWAY 216, 55 FEET NORTHEAST OF
 LW0948'THE CENTER OF THE JUNCTION OF THE HIGHWAY AND HILLSIDE AVENUE,
 LW0948'41 FEET NORTH OF THE EXTENDED CENTER LINE OF HILLSIDE AVENUE, 61
 LW0948'FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING EAST,
 LW0948'25 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET NORTH
 LW0948'OF THE SOUTHWEST CORNER OF A STONE FENCE, 1 FOOT WEST OF THE WEST
 LW0948'EDGE OF THE STONE FENCE, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LW0948'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0948
 LW0948                          STATION RECOVERY (1984)
 LW0948
 LW0948'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0948'RECOVERED IN GOOD CONDITION.
 LW0948
 LW0948                          STATION RECOVERY (1988)
 LW0948
 LW0948'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW0948'RECOVERED IN GOOD CONDITION.
 LW0948
 LW0948                          STATION RECOVERY (1990)
 LW0948
 LW0948'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0947 ***********************************************************************
 LW0947  DESIGNATION -  245
 LW0947  PID         -  LW0947
 LW0947  STATE/COUNTY-  RI/WASHINGTON
 LW0947  USGS QUAD   -  ASHAWAY (1984)
 LW0947
 LW0947                         *CURRENT SURVEY CONTROL
 LW0947  ___________________________________________________________________
 LW0947* NAD 83(1986)-  41 24 26.     (N)    071 47 44.     (W)     SCALED    
 LW0947* NAVD 88     -        11.668  (meters)      38.28   (feet)  ADJUSTED  
 LW0947  ___________________________________________________________________
 LW0947  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LW0947  DYNAMIC HT  -          11.664 (meters)      38.27  (feet)  COMP
 LW0947  MODELED GRAV-     980,274.0   (mgal)                       NAVD 88
 LW0947
 LW0947  VERT ORDER  -  SECOND    CLASS 0
 LW0947
 LW0947.The horizontal coordinates were scaled from a topographic map and have
 LW0947.an estimated accuracy of +/- 6 seconds.
 LW0947
 LW0947.The orthometric height was determined by differential leveling
 LW0947.and adjusted by the National Geodetic Survey in June 1991..
 LW0947
 LW0947.The geoid height was determined by GEOID03.
 LW0947
 LW0947.The dynamic height is computed by dividing the NAVD 88
 LW0947.geopotential number by the normal gravity value computed on the
 LW0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0947.degrees latitude (g = 980.6199 gals.).
 LW0947
 LW0947.The modeled gravity was interpolated from observed gravity values.
 LW0947
 LW0947;                    North         East    Units  Estimated Accuracy
 LW0947;SPC RI       -    36,010.       75,290.      MT  (+/- 180 meters Scaled)
 LW0947
 LW0947                          SUPERSEDED SURVEY CONTROL
 LW0947
 LW0947  NGVD 29 (??/??/92)   11.954  (m)           39.22   (f) ADJ UNCH    2 0
 LW0947
 LW0947.Superseded values are not recommended for survey control.
 LW0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0947.See file dsdata.txt to determine how the superseded data were derived.
 LW0947
 LW0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF663877(NAD 83)
 LW0947_MARKER: DD = SURVEY DISK
 LW0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0947_STAMPING: 245
 LW0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0947+STABILITY: SURFACE MOTION
 LW0947
 LW0947  HISTORY     - Date     Condition        Report By
 LW0947  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0947  HISTORY     - 1969     GOOD             NGS
 LW0947  HISTORY     - 1984     GOOD             USPSQD
 LW0947
 LW0947                          STATION DESCRIPTION
 LW0947
 LW0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0947'1.2 MI S FROM ASHAWAY.
 LW0947'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0947'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, 94 FEET NORTH OF THE
 LW0947'CENTER OF THE JUNCTION OF RIVER ROAD LEADING NORTH-NORTHWEST,
 LW0947'31 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET
 LW0947'EAST OF THE CENTER LINE OF RIVER ROAD, 4 1/2 FEET SOUTHEAST OF
 LW0947'A 10-INCH OAK TREE, 1 FOOT NORTHWEST OF A METAL WITNESS POST,
 LW0947'ABOUT LEVEL WITH THE ROAD, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 LW0947'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 LW0947'THE LEVEL OF THE GROUND.
 LW0947
 LW0947                          STATION RECOVERY (1984)
 LW0947
 LW0947'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0946 ***********************************************************************
 LW0946  DESIGNATION -  246
 LW0946  PID         -  LW0946
 LW0946  STATE/COUNTY-  RI/WASHINGTON
 LW0946  USGS QUAD   -  ASHAWAY (1984)
 LW0946
 LW0946                         *CURRENT SURVEY CONTROL
 LW0946  ___________________________________________________________________
 LW0946* NAD 83(1986)-  41 24 06.     (N)    071 47 56.     (W)     SCALED    
 LW0946* NAVD 88     -        11.314  (meters)      37.12   (feet)  ADJUSTED  
 LW0946  ___________________________________________________________________
 LW0946  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LW0946  DYNAMIC HT  -          11.310 (meters)      37.11  (feet)  COMP
 LW0946  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LW0946
 LW0946  VERT ORDER  -  SECOND    CLASS 0
 LW0946
 LW0946.The horizontal coordinates were scaled from a topographic map and have
 LW0946.an estimated accuracy of +/- 6 seconds.
 LW0946
 LW0946.The orthometric height was determined by differential leveling
 LW0946.and adjusted by the National Geodetic Survey in June 1991..
 LW0946
 LW0946.The geoid height was determined by GEOID03.
 LW0946
 LW0946.The dynamic height is computed by dividing the NAVD 88
 LW0946.geopotential number by the normal gravity value computed on the
 LW0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0946.degrees latitude (g = 980.6199 gals.).
 LW0946
 LW0946.The modeled gravity was interpolated from observed gravity values.
 LW0946
 LW0946;                    North         East    Units  Estimated Accuracy
 LW0946;SPC RI       -    35,400.       75,010.      MT  (+/- 180 meters Scaled)
 LW0946
 LW0946                          SUPERSEDED SURVEY CONTROL
 LW0946
 LW0946  NGVD 29 (??/??/92)   11.600  (m)           38.06   (f) ADJ UNCH    2 0
 LW0946
 LW0946.Superseded values are not recommended for survey control.
 LW0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0946.See file dsdata.txt to determine how the superseded data were derived.
 LW0946
 LW0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF660871(NAD 83)
 LW0946_MARKER: DD = SURVEY DISK
 LW0946_SETTING: 66 = SET IN ROCK OUTCROP
 LW0946_SP_SET: ROCK LEDGE
 LW0946_STAMPING: 246
 LW0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0946+STABILITY: POSITION/ELEVATION WELL
 LW0946
 LW0946  HISTORY     - Date     Condition        Report By
 LW0946  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0946  HISTORY     - 1969     GOOD             NGS
 LW0946  HISTORY     - 1984     GOOD             USPSQD
 LW0946  HISTORY     - 1990     GOOD             USPSQD
 LW0946
 LW0946                          STATION DESCRIPTION
 LW0946
 LW0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0946'1.6 MI S FROM ASHAWAY.
 LW0946'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0946'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, ABOUT 0.2 MILE
 LW0946'NORTHEAST OF A 150-FOOT LONG CONCRETE BRIDGE OVER THE PAWCATUCK
 LW0946'RIVER, AT THE INSIDE OF A CURVE WITH THE TANGENTS EXTENDING TO
 LW0946'THE NORTHEAST AND SOUTH, SET ON THE TOP OF THE NORTHWEST END OF
 LW0946'A SLOPING ROCK LEDGE WHICH THE EXPOSED PORTION IS ABOUT 20 FEET
 LW0946'LONG, 15 FEET WIDE AND 2 FEET HIGH, ABOUT 120 YARDS WEST OF THE
 LW0946'WEST END OF THE BONNER MONUMENT COMPANY BLDG, 64 FEET SOUTHEAST
 LW0946'OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHEAST OF THE
 LW0946'NORTHWEST END OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE
 LW0946'HIGHWAY.
 LW0946
 LW0946                          STATION RECOVERY (1984)
 LW0946
 LW0946'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0946'RECOVERED IN GOOD CONDITION.
 LW0946
 LW0946                          STATION RECOVERY (1990)
 LW0946
 LW0946'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1426 ***********************************************************************
 LW1426  DESIGNATION -  250
 LW1426  PID         -  LW1426
 LW1426  STATE/COUNTY-  RI/KENT
 LW1426  USGS QUAD   -  CROMPTON (1995)
 LW1426
 LW1426                         *CURRENT SURVEY CONTROL
 LW1426  ___________________________________________________________________
 LW1426* NAD 83(1986)-  41 42 00.     (N)    071 34 49.     (W)     SCALED    
 LW1426* NAVD 88     -        74.700  (meters)     245.08   (feet)  ADJUSTED  
 LW1426  ___________________________________________________________________
 LW1426  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW1426  DYNAMIC HT  -          74.674 (meters)     244.99  (feet)  COMP
 LW1426  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LW1426
 LW1426  VERT ORDER  -  SECOND    CLASS 0
 LW1426
 LW1426.The horizontal coordinates were scaled from a topographic map and have
 LW1426.an estimated accuracy of +/- 6 seconds.
 LW1426
 LW1426.The orthometric height was determined by differential leveling
 LW1426.and adjusted by the National Geodetic Survey in June 1991..
 LW1426
 LW1426.The geoid height was determined by GEOID03.
 LW1426
 LW1426.The dynamic height is computed by dividing the NAVD 88
 LW1426.geopotential number by the normal gravity value computed on the
 LW1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1426.degrees latitude (g = 980.6199 gals.).
 LW1426
 LW1426.The modeled gravity was interpolated from observed gravity values.
 LW1426
 LW1426;                    North         East    Units  Estimated Accuracy
 LW1426;SPC RI       -    68,490.       93,320.      MT  (+/- 180 meters Scaled)
 LW1426
 LW1426                          SUPERSEDED SURVEY CONTROL
 LW1426
 LW1426  NGVD 29 (??/??/92)   74.946  (m)          245.89   (f) ADJ UNCH    2 0
 LW1426
 LW1426.Superseded values are not recommended for survey control.
 LW1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1426.See file dsdata.txt to determine how the superseded data were derived.
 LW1426
 LW1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG852196(NAD 83)
 LW1426_MARKER: DD = SURVEY DISK
 LW1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1426_STAMPING: 250
 LW1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1426+STABILITY: SURFACE MOTION
 LW1426
 LW1426  HISTORY     - Date     Condition        Report By
 LW1426  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1426  HISTORY     - 1969     GOOD             NGS
 LW1426  HISTORY     - 1987     GOOD             USPSQD
 LW1426  HISTORY     - 1989     GOOD             USPSQD
 LW1426
 LW1426                          STATION DESCRIPTION
 LW1426
 LW1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1426'0.8 MI W FROM COVENTRY.
 LW1426'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 117 FROM THE POST
 LW1426'OFFICE AT COVENTRY, THENCE 0.1 MILE NORTHWEST ALONG A BLACK
 LW1426'TOP ROAD (OLD HIGHWAY 117), 74 FEET NORTH OF THE CENTER OF THE
 LW1426'JUNCTION OF THE OLD HIGHWAY AND COLVINTOWN ROAD, 45 FEET
 LW1426'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 12 FEET
 LW1426'NORTHWEST OF THE CENTER LINE OF A DRIVEWAY LEADING NORTHEAST
 LW1426'TO A BARN, 4 1/2 FEET EAST OF POWER LINE POLE 194, 1.3 FEET
 LW1426'SOUTHWEST OF THE SOUTH CORNER OF A BOARD FENCE AROUND A
 LW1426'BARNYARD, ABOUT LEVEL WITH THE OLD HIGHWAY AND SET IN THE TOP OF
 LW1426'A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 LW1426'GROUND.
 LW1426
 LW1426                          STATION RECOVERY (1987)
 LW1426
 LW1426'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1426'RECOVERED IN GOOD CONDITION.
 LW1426
 LW1426                          STATION RECOVERY (1989)
 LW1426
 LW1426'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1423 ***********************************************************************
 LW1423  DESIGNATION -  252
 LW1423  PID         -  LW1423
 LW1423  STATE/COUNTY-  RI/KENT
 LW1423  USGS QUAD   -  CROMPTON (1995)
 LW1423
 LW1423                         *CURRENT SURVEY CONTROL
 LW1423  ___________________________________________________________________
 LW1423* NAD 83(1986)-  41 42 17.     (N)    071 37 09.     (W)     SCALED    
 LW1423* NAVD 88     -        79.210  (meters)     259.87   (feet)  ADJUSTED  
 LW1423  ___________________________________________________________________
 LW1423  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW1423  DYNAMIC HT  -          79.183 (meters)     259.79  (feet)  COMP
 LW1423  MODELED GRAV-     980,280.1   (mgal)                       NAVD 88
 LW1423
 LW1423  VERT ORDER  -  SECOND    CLASS 0
 LW1423
 LW1423.The horizontal coordinates were scaled from a topographic map and have
 LW1423.an estimated accuracy of +/- 6 seconds.
 LW1423
 LW1423.The orthometric height was determined by differential leveling
 LW1423.and adjusted by the National Geodetic Survey in June 1991..
 LW1423
 LW1423.The geoid height was determined by GEOID03.
 LW1423
 LW1423.The dynamic height is computed by dividing the NAVD 88
 LW1423.geopotential number by the normal gravity value computed on the
 LW1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1423.degrees latitude (g = 980.6199 gals.).
 LW1423
 LW1423.The modeled gravity was interpolated from observed gravity values.
 LW1423
 LW1423;                    North         East    Units  Estimated Accuracy
 LW1423;SPC RI       -    69,020.       90,080.      MT  (+/- 180 meters Scaled)
 LW1423
 LW1423                          SUPERSEDED SURVEY CONTROL
 LW1423
 LW1423  NGVD 29 (??/??/92)   79.454  (m)          260.68   (f) ADJ UNCH    2 0
 LW1423
 LW1423.Superseded values are not recommended for survey control.
 LW1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1423.See file dsdata.txt to determine how the superseded data were derived.
 LW1423
 LW1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG820203(NAD 83)
 LW1423_MARKER: DD = SURVEY DISK
 LW1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1423+STABILITY: SURFACE MOTION
 LW1423
 LW1423  HISTORY     - Date     Condition        Report By
 LW1423  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1423  HISTORY     - 1969     GOOD             NGS
 LW1423  HISTORY     - 1987     SEE DESCRIPTION  USPSQD
 LW1423
 LW1423                          STATION DESCRIPTION
 LW1423
 LW1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1423'2.9 MI W FROM COVENTRY.
 LW1423'ABOUT 2.9 MILES WEST ALONG STATE HIGHWAY 117 FROM THE POST
 LW1423'OFFICE AT COVENTRY, ABOUT 4.6 MILES EAST ALONG STATE HIGHWAY
 LW1423'117 FROM THE JUNCTION OF STATE HIGHWAY 102 AT SUMMIT, ABOUT
 LW1423'35 YARDS EAST OF THE SOUTHWEST CORNER OF A SMALL MAN-MADE LAKE,
 LW1423'83 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVELED
 LW1423'ROAD LEADING NORTH, 37 FEET NORTH OF THE CENTER LINE OF THE
 LW1423'HIGHWAY, 49 FEET EAST OF THE CENTER LINE OF THE ROAD, 6 1/2
 LW1423'FEET NORTHEAST OF POWER LINE POLE 286, 1.2 FEET SOUTHWEST OF
 LW1423'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 LW1423'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 LW1423'THE GROUND.  NOTE-- THE MARK WAS ORIGINALLY STAMPED 252 BUT IT
 LW1423'IS NO LONGER LEGIBLE.
 LW1423
 LW1423                          STATION RECOVERY (1987)
 LW1423
 LW1423'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1423'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1413 ***********************************************************************
 LW1413  DESIGNATION -  255
 LW1413  PID         -  LW1413
 LW1413  STATE/COUNTY-  RI/KENT
 LW1413  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1413
 LW1413                         *CURRENT SURVEY CONTROL
 LW1413  ___________________________________________________________________
 LW1413* NAD 83(1986)-  41 42 20.     (N)    071 39 59.     (W)     SCALED    
 LW1413* NAVD 88     -       131.506  (meters)     431.45   (feet)  ADJUSTED  
 LW1413  ___________________________________________________________________
 LW1413  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW1413
 LW1413  VERT ORDER  -  SECOND    CLASS 0
 LW1413
 LW1413.The horizontal coordinates were scaled from a topographic map and have
 LW1413.an estimated accuracy of +/- 6 seconds.
 LW1413
 LW1413.The orthometric height was determined by differential leveling
 LW1413.and adjusted by the National Geodetic Survey in June 1991..
 LW1413
 LW1413.The geoid height was determined by GEOID03.
 LW1413
 LW1413;                    North         East    Units  Estimated Accuracy
 LW1413;SPC RI       -    69,120.       86,150.      MT  (+/- 180 meters Scaled)
 LW1413
 LW1413                          SUPERSEDED SURVEY CONTROL
 LW1413
 LW1413  NGVD 29 (??/??/92)  131.749  (m)          432.25   (f) ADJ UNCH    2 0
 LW1413
 LW1413.Superseded values are not recommended for survey control.
 LW1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1413.See file dsdata.txt to determine how the superseded data were derived.
 LW1413
 LW1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG781205(NAD 83)
 LW1413_MARKER: DD = SURVEY DISK
 LW1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1413_STAMPING: 255
 LW1413_MARK LOGO: RIBPR 
 LW1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1413+STABILITY: SURFACE MOTION
 LW1413
 LW1413  HISTORY     - Date     Condition        Report By
 LW1413  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1413  HISTORY     - 1969     GOOD             CGS
 LW1413  HISTORY     - 1974     GOOD             NGS
 LW1413  HISTORY     - 1987     GOOD             USPSQD
 LW1413  HISTORY     - 1989     GOOD             USPSQD
 LW1413  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1413
 LW1413                          STATION DESCRIPTION
 LW1413
 LW1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1413'1.8 MI E FROM SUMMIT.
 LW1413'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 117 FROM THE INTERSECTION
 LW1413'OF STATE HIGHWAY 102 AT SUMMIT, AT THE OUTSIDE OF A LONG
 LW1413'CURVE IN THE HIGHWAY, 27 FEET NORTH OF THE CENTER OF THE
 LW1413'JUNCTION OF THE HIGHWAY AND HAMMETT ROAD LEADING NORTHEAST,
 LW1413'13 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 19
 LW1413'FEET EAST OF POWER LINE BRACE POLE NO. 406S, 1 1/2 FEET BELOW
 LW1413'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1413'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1413
 LW1413                          STATION RECOVERY (1974)
 LW1413
 LW1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LW1413'RECOVERED IN GOOD CONDITION.
 LW1413
 LW1413                          STATION RECOVERY (1987)
 LW1413
 LW1413'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1413'RECOVERED IN GOOD CONDITION.
 LW1413
 LW1413                          STATION RECOVERY (1989)
 LW1413
 LW1413'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1413'RECOVERED IN GOOD CONDITION.
 LW1413
 LW1413                          STATION RECOVERY (1989)
 LW1413
 LW1413'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1414 ***********************************************************************
 LW1414  DESIGNATION -  255 RESET
 LW1414  PID         -  LW1414
 LW1414  STATE/COUNTY-  RI/KENT
 LW1414  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1414
 LW1414                         *CURRENT SURVEY CONTROL
 LW1414  ___________________________________________________________________
 LW1414* NAD 83(1986)-  41 42 20.     (N)    071 39 59.     (W)     SCALED    
 LW1414* NAVD 88     -       129.91   (+/-2cm)     426.2    (feet)  VERTCON   
 LW1414  ___________________________________________________________________
 LW1414  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW1414  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 LW1414
 LW1414  VERT ORDER  -  THIRD (See Below)
 LW1414
 LW1414.The horizontal coordinates were scaled from a topographic map and have
 LW1414.an estimated accuracy of +/- 6 seconds.
 LW1414
 LW1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW1414.The vertical order pertains to the NGVD 29 superseded value.
 LW1414
 LW1414.The geoid height was determined by GEOID03.
 LW1414
 LW1414.The modeled gravity was interpolated from observed gravity values.
 LW1414
 LW1414;                    North         East    Units  Estimated Accuracy
 LW1414;SPC RI       -    69,120.       86,150.      MT  (+/- 180 meters Scaled)
 LW1414
 LW1414                          SUPERSEDED SURVEY CONTROL
 LW1414
 LW1414  NGVD 29 (??/??/??)  130.15   (m)          427.0    (f) RESET       3  
 LW1414
 LW1414.Superseded values are not recommended for survey control.
 LW1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1414.See file dsdata.txt to determine how the superseded data were derived.
 LW1414
 LW1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG781205(NAD 83)
 LW1414_MARKER: DB = BENCH MARK DISK
 LW1414_SETTING: 80 = SET IN A BOULDER
 LW1414_SP_SET: BOULDER
 LW1414_STAMPING: 255 RIBPR RESET 1974
 LW1414_MARK LOGO: NGS   
 LW1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1414+STABILITY: SURFACE MOTION
 LW1414
 LW1414  HISTORY     - Date     Condition        Report By
 LW1414  HISTORY     - 1974     MONUMENTED       NGS
 LW1414
 LW1414                          STATION DESCRIPTION
 LW1414
 LW1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LW1414'1.8 MI E FROM SUMMIT.
 LW1414'LOCATED 1.8 MILE EAST ALONG STATE HIGHWAY 117 FROM THE
 LW1414'INTERSECTION OF STATE HIGHWAYS 117 AND 102 IN SUMMIT.  IT IS
 LW1414'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 LW1414'1 FOOT ABOVE THE GROUND AND ABOUT 3 FEET LOWER THAN THE
 LW1414'HIGHWAY.  IT IS 40 PACES NORTH OF THE CENTER OF STATE HGHWAY
 LW1414'117, 43 PACES WEST OF THE CENTER OF A WOODS ROAD, 18 FEET
 LW1414'WEST-SOUTHWEST OF A 14-INCH OAK TREE WHICH LEANS TO THE EAST,
 LW1414'10 FEET NORTH OF A 16-INCH OAK TREE AND IN THE HIGHEST PART
 LW1414'OF THE BOULDER.  BENCH MARK 255 (RIBPR) IS TO BE DESTROYED
 LW1414'DURING THE SUMMER OF 1974.  IT WAS LEFT INTACT AT THIS TIME
 LW1414'AT THE REQUEST OF THE HIGHWAY DEPARTMENT.  THE ELEVATION OF
 LW1414'THE OLD BENCH MARK WAS NOT KNOWN IN THE FIELD AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1412 ***********************************************************************
 LW1412  DESIGNATION -  256 RESET
 LW1412  PID         -  LW1412
 LW1412  STATE/COUNTY-  RI/KENT
 LW1412  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1412
 LW1412                         *CURRENT SURVEY CONTROL
 LW1412  ___________________________________________________________________
 LW1412* NAD 83(1986)-  41 42 03.     (N)    071 40 59.     (W)     SCALED    
 LW1412* NAVD 88     -       127.42   (+/-2cm)     418.0    (feet)  VERTCON   
 LW1412  ___________________________________________________________________
 LW1412  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW1412  MODELED GRAV-     980,268.4   (mgal)                       NAVD 88
 LW1412
 LW1412  VERT ORDER  -  THIRD (See Below)
 LW1412
 LW1412.The horizontal coordinates were scaled from a topographic map and have
 LW1412.an estimated accuracy of +/- 6 seconds.
 LW1412
 LW1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW1412.The vertical order pertains to the NGVD 29 superseded value.
 LW1412
 LW1412.The geoid height was determined by GEOID03.
 LW1412
 LW1412.The modeled gravity was interpolated from observed gravity values.
 LW1412
 LW1412;                    North         East    Units  Estimated Accuracy
 LW1412;SPC RI       -    68,600.       84,760.      MT  (+/- 180 meters Scaled)
 LW1412
 LW1412                          SUPERSEDED SURVEY CONTROL
 LW1412
 LW1412  NGVD 29 (??/??/??)  127.66   (m)          418.8    (f) RESET       3  
 LW1412
 LW1412.Superseded values are not recommended for survey control.
 LW1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1412.See file dsdata.txt to determine how the superseded data were derived.
 LW1412
 LW1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG767200(NAD 83)
 LW1412_MARKER: DB = BENCH MARK DISK
 LW1412_SETTING: 80 = SET IN A BOULDER
 LW1412_SP_SET: BOULDER
 LW1412_STAMPING: 256 RIBPR RESET 1974
 LW1412_MARK LOGO: NGS   
 LW1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1412+STABILITY: SURFACE MOTION
 LW1412
 LW1412  HISTORY     - Date     Condition        Report By
 LW1412  HISTORY     - 1974     MONUMENTED       NGS
 LW1412
 LW1412                          STATION DESCRIPTION
 LW1412
 LW1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LW1412'0.8 MI E FROM SUMMIT.
 LW1412'THE MARK IS LOCATED AT THE INTERSECTION OF STATE HIGHWAY 117 AND
 LW1412'CAMP WESTWOOD ROAD WHICH IS 0.8 MILE EAST OF THE INTERSECTION
 LW1412'OF STATE HIGHWAYS 117 AD 102 IN SUMMIT.  THIS POINT IS ABOUT
 LW1412'15 MILES SOUTHWEST OF PROVIDENCE.  THE MARK IS CEMENTED IN A
 LW1412'DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 LW1412'GROUND AND ABOUT 5 FEET HIGHER THAN THE ROAD.  IT IS 100 FEET
 LW1412'EAST OF A WHITE HOUSE, 43 FEET SOUTH OF THE CENTER OF STATE
 LW1412'HIGHWAY 117, 40 FEET EAST OF THE CENTER OF CAMP WESTWOOD ROAD,
 LW1412'28 FEET SOUTHEAST OF A POWERLINE POLE NUMBERED 442 AND 10 FEET
 LW1412'SOUTHEAST OF A 18-INCH PINE TREE.  BENCH MARK 256 (RIBPR) WILL
 LW1412'POSSIBLY BE DESTROYED DURING THE SUMMER OF 1974.  AT THE
 LW1412'REQUEST OF THE HIGHWAY DEPARTMENT THE OLD BENCH MARK WAS
 LW1412'LEFT INTACT AFTER ESTABLISHING THE NEW MARK.  THE ELEVATION OF
 LW1412'BENCH MARK 256 (RIBPR) WAS NOT KNOWN IN THE FIELD AT THIS
 LW1412'DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1052 ***********************************************************************
 LW1052  DESIGNATION -  258
 LW1052  PID         -  LW1052
 LW1052  STATE/COUNTY-  RI/KENT
 LW1052  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1052
 LW1052                         *CURRENT SURVEY CONTROL
 LW1052  ___________________________________________________________________
 LW1052* NAD 83(1986)-  41 41 33.     (N)    071 42 48.     (W)     SCALED    
 LW1052* NAVD 88     -       138.755  (meters)     455.23   (feet)  ADJUSTED  
 LW1052  ___________________________________________________________________
 LW1052  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LW1052  DYNAMIC HT  -         138.705 (meters)     455.07  (feet)  COMP
 LW1052  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 LW1052
 LW1052  VERT ORDER  -  SECOND    CLASS 0
 LW1052
 LW1052.The horizontal coordinates were scaled from a topographic map and have
 LW1052.an estimated accuracy of +/- 6 seconds.
 LW1052
 LW1052.The orthometric height was determined by differential leveling
 LW1052.and adjusted by the National Geodetic Survey in June 1991..
 LW1052
 LW1052.The geoid height was determined by GEOID03.
 LW1052
 LW1052.The dynamic height is computed by dividing the NAVD 88
 LW1052.geopotential number by the normal gravity value computed on the
 LW1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1052.degrees latitude (g = 980.6199 gals.).
 LW1052
 LW1052.The modeled gravity was interpolated from observed gravity values.
 LW1052
 LW1052;                    North         East    Units  Estimated Accuracy
 LW1052;SPC RI       -    67,680.       82,240.      MT  (+/- 180 meters Scaled)
 LW1052
 LW1052                          SUPERSEDED SURVEY CONTROL
 LW1052
 LW1052  NGVD 29 (??/??/92)  138.997  (m)          456.03   (f) ADJ UNCH    2 0
 LW1052
 LW1052.Superseded values are not recommended for survey control.
 LW1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1052.See file dsdata.txt to determine how the superseded data were derived.
 LW1052
 LW1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG742191(NAD 83)
 LW1052_MARKER: DD = SURVEY DISK
 LW1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1052_STAMPING: 258
 LW1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1052+STABILITY: SURFACE MOTION
 LW1052
 LW1052  HISTORY     - Date     Condition        Report By
 LW1052  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1052  HISTORY     - 1969     GOOD             NGS
 LW1052  HISTORY     - 1988     GOOD             USPSQD
 LW1052
 LW1052                          STATION DESCRIPTION
 LW1052
 LW1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1052'1.1 MI W FROM SUMMIT.
 LW1052'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 117 FROM THE INTERSECTION
 LW1052'OF STATE HIGHWAY 102 AT SUMMIT, 56 FEET NORTHEAST OF THE
 LW1052'CENTER OF THE JUNCTION OF THE HIGHWAY AND A DRIVEWAY LEADING
 LW1052'NORTH TO A FRAME HOUSE, 21.7 FEET NORTH OF THE CENTER LINE OF THE
 LW1052'HIGHWAY, 73 FEET WEST OF POWER LINE POLE 504, AT THE SOUTH END
 LW1052'OF A NORTH-SOUTH ROCK FENCE, 1 FOOT ABOVE THE LEVEL OF THE
 LW1052'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 LW1052'ABOVE THE LEVEL OF THE GROUND.
 LW1052
 LW1052                          STATION RECOVERY (1988)
 LW1052
 LW1052'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1051 ***********************************************************************
 LW1051  DESIGNATION -  259
 LW1051  PID         -  LW1051
 LW1051  STATE/COUNTY-  RI/KENT
 LW1051  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1051
 LW1051                         *CURRENT SURVEY CONTROL
 LW1051  ___________________________________________________________________
 LW1051* NAD 83(1986)-  41 41 34.     (N)    071 43 49.     (W)     SCALED    
 LW1051* NAVD 88     -       151.829  (meters)     498.13   (feet)  ADJUSTED  
 LW1051  ___________________________________________________________________
 LW1051  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW1051  DYNAMIC HT  -         151.775 (meters)     497.95  (feet)  COMP
 LW1051  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 LW1051
 LW1051  VERT ORDER  -  SECOND    CLASS 0
 LW1051
 LW1051.The horizontal coordinates were scaled from a topographic map and have
 LW1051.an estimated accuracy of +/- 6 seconds.
 LW1051
 LW1051.The orthometric height was determined by differential leveling
 LW1051.and adjusted by the National Geodetic Survey in June 1991..
 LW1051
 LW1051.The geoid height was determined by GEOID03.
 LW1051
 LW1051.The dynamic height is computed by dividing the NAVD 88
 LW1051.geopotential number by the normal gravity value computed on the
 LW1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1051.degrees latitude (g = 980.6199 gals.).
 LW1051
 LW1051.The modeled gravity was interpolated from observed gravity values.
 LW1051
 LW1051;                    North         East    Units  Estimated Accuracy
 LW1051;SPC RI       -    67,710.       80,830.      MT  (+/- 180 meters Scaled)
 LW1051
 LW1051                          SUPERSEDED SURVEY CONTROL
 LW1051
 LW1051  NGVD 29 (??/??/92)  152.070  (m)          498.92   (f) ADJ UNCH    2 0
 LW1051
 LW1051.Superseded values are not recommended for survey control.
 LW1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1051.See file dsdata.txt to determine how the superseded data were derived.
 LW1051
 LW1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG727192(NAD 83)
 LW1051_MARKER: DD = SURVEY DISK
 LW1051_SETTING: 80 = SET IN A BOULDER
 LW1051_SP_SET: BOULDER
 LW1051_STAMPING: 259
 LW1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1051+STABILITY: SURFACE MOTION
 LW1051
 LW1051  HISTORY     - Date     Condition        Report By
 LW1051  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1051  HISTORY     - 1969     GOOD             NGS
 LW1051  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1051
 LW1051                          STATION DESCRIPTION
 LW1051
 LW1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1051'2 MI W FROM SUMMIT.
 LW1051'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 117 FROM THE INTERSECTION
 LW1051'OF STATE HIGHWAY 102 AT SUMMIT, ON THE WEST SLOPE OF A HILL,
 LW1051'ABOUT MIDWAY BETWEEN TWO SHORT 5-FOOT HIGH CUTS, ABOUT 60 YARDS
 LW1051'WEST OF AN 18-INCH PIPE CULVERT, SET IN THE TOP OF AN IMBEDDED
 LW1051'BOULDER, 22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 22
 LW1051'FEET WEST OF THE WEST ONE OF TWO 12-INCH OAK TREES, 1.5 FEET
 LW1051'SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 LW1051'HIGHWAY AND 1 INCH BELOW THE GROUND WHICH COVERS THE BOULDER.
 LW1051
 LW1051                          STATION RECOVERY (1988)
 LW1051
 LW1051'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1246 ***********************************************************************
 LW1246  DESIGNATION -  26 M
 LW1246  PID         -  LW1246
 LW1246  STATE/COUNTY-  RI/PROVIDENCE
 LW1246  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1246
 LW1246                         *CURRENT SURVEY CONTROL
 LW1246  ___________________________________________________________________
 LW1246* NAD 83(1986)-  41 52 21.     (N)    071 45 57.     (W)     SCALED    
 LW1246* NAVD 88     -       236.109  (meters)     774.63   (feet)  ADJUSTED  
 LW1246  ___________________________________________________________________
 LW1246  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW1246  DYNAMIC HT  -         236.024 (meters)     774.36  (feet)  COMP
 LW1246  MODELED GRAV-     980,257.5   (mgal)                       NAVD 88
 LW1246
 LW1246  VERT ORDER  -  SECOND    CLASS 0
 LW1246
 LW1246.The horizontal coordinates were scaled from a topographic map and have
 LW1246.an estimated accuracy of +/- 6 seconds.
 LW1246
 LW1246.The orthometric height was determined by differential leveling
 LW1246.and adjusted by the National Geodetic Survey in June 1991..
 LW1246
 LW1246.The geoid height was determined by GEOID03.
 LW1246
 LW1246.The dynamic height is computed by dividing the NAVD 88
 LW1246.geopotential number by the normal gravity value computed on the
 LW1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1246.degrees latitude (g = 980.6199 gals.).
 LW1246
 LW1246.The modeled gravity was interpolated from observed gravity values.
 LW1246
 LW1246;                    North         East    Units  Estimated Accuracy
 LW1246;SPC RI       -    87,680.       77,930.      MT  (+/- 180 meters Scaled)
 LW1246
 LW1246                          SUPERSEDED SURVEY CONTROL
 LW1246
 LW1246  NGVD 29 (??/??/92)  236.346  (m)          775.41   (f) ADJ UNCH    2 0
 LW1246
 LW1246.Superseded values are not recommended for survey control.
 LW1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1246.See file dsdata.txt to determine how the superseded data were derived.
 LW1246
 LW1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG704393(NAD 83)
 LW1246_MARKER: DD = SURVEY DISK
 LW1246_SETTING: 80 = SET IN A BOULDER
 LW1246_SP_SET: ROCK OUTCROP
 LW1246_STAMPING: 26 M 1942
 LW1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1246+STABILITY: SURFACE MOTION
 LW1246
 LW1246  HISTORY     - Date     Condition        Report By
 LW1246  HISTORY     - 1942     MONUMENTED       USGS
 LW1246  HISTORY     - 1969     GOOD             NGS
 LW1246
 LW1246                          STATION DESCRIPTION
 LW1246
 LW1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1246'1.4 MI N FROM FOSTER.
 LW1246'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE JUNCTION
 LW1246'OF STATE HIGHWAY 101 AT FOSTER, SET ON THE TOP OF A ROCK WHICH
 LW1246'IS ABOUT 5 FEET ACROSS AND PROJECTS 1/2 FOOT ABOVE THE GROUND,
 LW1246'49 FEET NORTH OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY
 LW1246'AND A GRAVELED ROAD, 29 FEET NORTHWEST OF THE CENTER LINE OF THE
 LW1246'HIGHWAY, 18 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVELED
 LW1246'ROAD, 4 1/2 FEET NORTHWEST OF POWER LINE POLE 34 AND 1 1/2 FEET
 LW1246'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1143 ***********************************************************************
 LW1143  DESIGNATION -  263
 LW1143  PID         -  LW1143
 LW1143  STATE/COUNTY-  RI/WASHINGTON
 LW1143  USGS QUAD   -  HOPE VALLEY (1975)
 LW1143
 LW1143                         *CURRENT SURVEY CONTROL
 LW1143  ___________________________________________________________________
 LW1143* NAD 83(1986)-  41 31 06.     (N)    071 43 45.     (W)     SCALED    
 LW1143* NAVD 88     -        44.471  (meters)     145.90   (feet)  ADJUSTED  
 LW1143  ___________________________________________________________________
 LW1143  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LW1143  DYNAMIC HT  -          44.455 (meters)     145.85  (feet)  COMP
 LW1143  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 LW1143
 LW1143  VERT ORDER  -  SECOND    CLASS 0
 LW1143
 LW1143.The horizontal coordinates were scaled from a topographic map and have
 LW1143.an estimated accuracy of +/- 6 seconds.
 LW1143
 LW1143.The orthometric height was determined by differential leveling
 LW1143.and adjusted by the National Geodetic Survey in June 1991..
 LW1143
 LW1143.The geoid height was determined by GEOID03.
 LW1143
 LW1143.The dynamic height is computed by dividing the NAVD 88
 LW1143.geopotential number by the normal gravity value computed on the
 LW1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1143.degrees latitude (g = 980.6199 gals.).
 LW1143
 LW1143.The modeled gravity was interpolated from observed gravity values.
 LW1143
 LW1143;                    North         East    Units  Estimated Accuracy
 LW1143;SPC RI       -    48,340.       80,870.      MT  (+/- 180 meters Scaled)
 LW1143
 LW1143                          SUPERSEDED SURVEY CONTROL
 LW1143
 LW1143  NGVD 29 (??/??/92)   44.739  (m)          146.78   (f) ADJ UNCH    2 0
 LW1143
 LW1143.Superseded values are not recommended for survey control.
 LW1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1143.See file dsdata.txt to determine how the superseded data were derived.
 LW1143
 LW1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF722998(NAD 83)
 LW1143_MARKER: DD = SURVEY DISK
 LW1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1143_STAMPING: 263
 LW1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1143+STABILITY: SURFACE MOTION
 LW1143
 LW1143  HISTORY     - Date     Condition        Report By
 LW1143  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1143  HISTORY     - 1969     GOOD             NGS
 LW1143  HISTORY     - 1988     GOOD             USPSQD
 LW1143  HISTORY     - 19891214 GOOD             USPSQD
 LW1143  HISTORY     - 19901121 GOOD             USPSQD
 LW1143  HISTORY     - 20020706 MARK NOT FOUND   USPS
 LW1143
 LW1143                          STATION DESCRIPTION
 LW1143
 LW1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1143'1.4 MI W FROM HOPE VALLEY.
 LW1143'ABOUT 1.4 MILES SOUTH AND NORTHWEST ALONG STATE HIGHWAY 138 FROM
 LW1143'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, DIRECTLY ACROSS THE
 LW1143'HIGHWAY FROM A RESIDENCE AT HOUSE NUMBER 83, 59.6 FEET NORTHWEST
 LW1143'OF THE SOUTHWEST END FOR AN 18-INCH PIPE CULVERT UNDER THE
 LW1143'HIGHWAY, 60 FEET SOUTHEAST OF POWER LINE POLE 175, 29.8 FEET
 LW1143'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET SOUTHEAST OF
 LW1143'THE EXTENDED LINE OF THE SOUTHEAST FACE OF THE HOUSE ACROSS THE
 LW1143'HIGHWAY, 1 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 LW1143'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LW1143'ABOVE THE LEVEL OF THE GROUND.
 LW1143
 LW1143                          STATION RECOVERY (1988)
 LW1143
 LW1143'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1143'RECOVERED IN GOOD CONDITION.
 LW1143
 LW1143                          STATION RECOVERY (1989)
 LW1143
 LW1143'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWS)
 LW1143'RECOVERED IN GOOD CONDITION.
 LW1143
 LW1143                          STATION RECOVERY (1990)
 LW1143
 LW1143'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1143'RECOVERED IN GOOD CONDITION.
 LW1143
 LW1143                          STATION RECOVERY (2002)
 LW1143
 LW1143'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1146 ***********************************************************************
 LW1146  DESIGNATION -  264
 LW1146  PID         -  LW1146
 LW1146  STATE/COUNTY-  RI/WASHINGTON
 LW1146  USGS QUAD   -  HOPE VALLEY (1975)
 LW1146
 LW1146                         *CURRENT SURVEY CONTROL
 LW1146  ___________________________________________________________________
 LW1146* NAD 83(1986)-  41 31 19.     (N)    071 44 48.     (W)     SCALED    
 LW1146* NAVD 88     -        65.299  (meters)     214.24   (feet)  ADJUSTED  
 LW1146  ___________________________________________________________________
 LW1146  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LW1146  DYNAMIC HT  -          65.276 (meters)     214.16  (feet)  COMP
 LW1146  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 LW1146
 LW1146  VERT ORDER  -  SECOND    CLASS 0
 LW1146
 LW1146.The horizontal coordinates were scaled from a topographic map and have
 LW1146.an estimated accuracy of +/- 6 seconds.
 LW1146
 LW1146.The orthometric height was determined by differential leveling
 LW1146.and adjusted by the National Geodetic Survey in June 1991..
 LW1146
 LW1146.The geoid height was determined by GEOID03.
 LW1146
 LW1146.The dynamic height is computed by dividing the NAVD 88
 LW1146.geopotential number by the normal gravity value computed on the
 LW1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1146.degrees latitude (g = 980.6199 gals.).
 LW1146
 LW1146.The modeled gravity was interpolated from observed gravity values.
 LW1146
 LW1146;                    North         East    Units  Estimated Accuracy
 LW1146;SPC RI       -    48,740.       79,410.      MT  (+/- 180 meters Scaled)
 LW1146
 LW1146                          SUPERSEDED SURVEY CONTROL
 LW1146
 LW1146  NGVD 29 (??/??/92)   65.567  (m)          215.11   (f) ADJ UNCH    2 0
 LW1146
 LW1146.Superseded values are not recommended for survey control.
 LW1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1146.See file dsdata.txt to determine how the superseded data were derived.
 LW1146
 LW1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG708003(NAD 83)
 LW1146_MARKER: DD = SURVEY DISK
 LW1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1146_STAMPING: 264
 LW1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1146+STABILITY: SURFACE MOTION
 LW1146
 LW1146  HISTORY     - Date     Condition        Report By
 LW1146  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1146  HISTORY     - 1969     GOOD             NGS
 LW1146  HISTORY     - 1988     GOOD             USPSQD
 LW1146  HISTORY     - 19891214 GOOD             USPSQD
 LW1146  HISTORY     - 19901121 GOOD             USPSQD
 LW1146
 LW1146                          STATION DESCRIPTION
 LW1146
 LW1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1146'2.5 MI W FROM HOPE VALLEY.
 LW1146'ABOUT 2.5 MILES SOUTH AND NORTHWEST ALONG STATE HIGHWAY 138 FROM
 LW1146'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, AT CENTERVILLE, 76 FEET
 LW1146'NORTHEAST OF THE CENTER OF THE JUNCTION OF NEWBERRY LANE, AT
 LW1146'THE SOUTHWEST CORNER OF THE LAWN OF THE JOHNSON AUTOMATICS
 LW1146'ASSOCIATES INC, 20 1/2 FEET NORTH OF THE CENTER LINE OF THE
 LW1146'HIGHWAY, 29 FEET WEST OF THE CENTER LINE OF THE WEST ONE OF THREE
 LW1146'DRIVEWAYS, 0.8 FOOT EAST OF THE EAST FACE OF THE WEST ONE OF
 LW1146'THREE DRIVEWAYS, 0.8 FOOT EAST OF THE EAST FACE OF A STONE FENCE,
 LW1146'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW1146'POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1146'NOTE-- THE POST IS CHIPPED ON THE FOUR CORNER BUT SOLID IN THE
 LW1146'GROUND.
 LW1146
 LW1146                          STATION RECOVERY (1988)
 LW1146
 LW1146'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1146'RECOVERED IN GOOD CONDITION.
 LW1146
 LW1146                          STATION RECOVERY (1989)
 LW1146
 LW1146'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1146'RECOVERED IN GOOD CONDITION.
 LW1146
 LW1146                          STATION RECOVERY (1990)
 LW1146
 LW1146'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0138 ***********************************************************************
 LW0138  DESIGNATION -  267
 LW0138  PID         -  LW0138
 LW0138  STATE/COUNTY-  RI/KENT
 LW0138  USGS QUAD   -  PROVIDENCE (1975)
 LW0138
 LW0138                         *CURRENT SURVEY CONTROL
 LW0138  ___________________________________________________________________
 LW0138* NAD 83(1986)-  41 45 41.     (N)    071 25 30.     (W)     SCALED    
 LW0138* NAVD 88     -         6.198  (meters)      20.33   (feet)  ADJUSTED  
 LW0138  ___________________________________________________________________
 LW0138  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW0138  DYNAMIC HT  -           6.196 (meters)      20.33  (feet)  COMP
 LW0138  MODELED GRAV-     980,304.5   (mgal)                       NAVD 88
 LW0138
 LW0138  VERT ORDER  -  FIRST     CLASS I
 LW0138
 LW0138.The horizontal coordinates were scaled from a topographic map and have
 LW0138.an estimated accuracy of +/- 6 seconds.
 LW0138
 LW0138.The orthometric height was determined by differential leveling
 LW0138.and adjusted by the National Geodetic Survey in June 1991..
 LW0138
 LW0138.The geoid height was determined by GEOID03.
 LW0138
 LW0138.The dynamic height is computed by dividing the NAVD 88
 LW0138.geopotential number by the normal gravity value computed on the
 LW0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0138.degrees latitude (g = 980.6199 gals.).
 LW0138
 LW0138.The modeled gravity was interpolated from observed gravity values.
 LW0138
 LW0138;                    North         East    Units  Estimated Accuracy
 LW0138;SPC RI       -    75,310.      106,240.      MT  (+/- 180 meters Scaled)
 LW0138
 LW0138                          SUPERSEDED SURVEY CONTROL
 LW0138
 LW0138  NGVD 29 (??/??/92)    6.451  (m)           21.16   (f) ADJ UNCH    1 1
 LW0138
 LW0138.Superseded values are not recommended for survey control.
 LW0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0138.See file dsdata.txt to determine how the superseded data were derived.
 LW0138
 LW0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG984261(NAD 83)
 LW0138_MARKER: DD = SURVEY DISK
 LW0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0138_SP_SET: BRIDGE WALKWAY
 LW0138_STAMPING: 267
 LW0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0138
 LW0138  HISTORY     - Date     Condition        Report By
 LW0138  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0138  HISTORY     - 1965     GOOD             NGS
 LW0138
 LW0138                          STATION DESCRIPTION
 LW0138
 LW0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0138'AT WARWICK.
 LW0138'AT WARWICK, 1.0 MILE SOUTH ALONG ELMWOOD AVENUE FROM THE ST
 LW0138'MATTHEWS SCHOOL AT CRANSTON, SET IN THE TOP OF THE CONCRETE
 LW0138'WALKWAY OF A 150-FOOT BRIDGE OVER THE PAWTUXET RIVER, DIRECTLY
 LW0138'OVER THE WEST END OF THE SOUTH BRIDGE ABUTMENT, 7 FEET WEST OF
 LW0138'THE WEST CURB OF ELMWOOD AVENUE, 6 1/2 FEET NORTH OF THE SOUTH
 LW0138'END OF THE WEST GUARD RAIL OF THE BRIDGE AND 1/2 FOOT ABOVE
 LW0138'THE LEVEL OF ELMWOOD AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0136 ***********************************************************************
 LW0136  DESIGNATION -  268
 LW0136  PID         -  LW0136
 LW0136  STATE/COUNTY-  RI/KENT
 LW0136  USGS QUAD   -  EAST GREENWICH (1975)
 LW0136
 LW0136                         *CURRENT SURVEY CONTROL
 LW0136  ___________________________________________________________________
 LW0136* NAD 83(1986)-  41 44 52.     (N)    071 25 26.     (W)     SCALED    
 LW0136* NAVD 88     -        16.657  (meters)      54.65   (feet)  ADJUSTED  
 LW0136  ___________________________________________________________________
 LW0136  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW0136  DYNAMIC HT  -          16.651 (meters)      54.63  (feet)  COMP
 LW0136  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 LW0136
 LW0136  VERT ORDER  -  FIRST     CLASS I
 LW0136
 LW0136.The horizontal coordinates were scaled from a topographic map and have
 LW0136.an estimated accuracy of +/- 6 seconds.
 LW0136
 LW0136.The orthometric height was determined by differential leveling
 LW0136.and adjusted by the National Geodetic Survey in June 1991..
 LW0136
 LW0136.The geoid height was determined by GEOID03.
 LW0136
 LW0136.The dynamic height is computed by dividing the NAVD 88
 LW0136.geopotential number by the normal gravity value computed on the
 LW0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0136.degrees latitude (g = 980.6199 gals.).
 LW0136
 LW0136.The modeled gravity was interpolated from observed gravity values.
 LW0136
 LW0136;                    North         East    Units  Estimated Accuracy
 LW0136;SPC RI       -    73,800.      106,330.      MT  (+/- 180 meters Scaled)
 LW0136
 LW0136                          SUPERSEDED SURVEY CONTROL
 LW0136
 LW0136  NGVD 29 (??/??/92)   16.910  (m)           55.48   (f) ADJ UNCH    1 1
 LW0136
 LW0136.Superseded values are not recommended for survey control.
 LW0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0136.See file dsdata.txt to determine how the superseded data were derived.
 LW0136
 LW0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG984246(NAD 83)
 LW0136_MARKER: DD = SURVEY DISK
 LW0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0136_STAMPING: 268
 LW0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0136+STABILITY: SURFACE MOTION
 LW0136
 LW0136  HISTORY     - Date     Condition        Report By
 LW0136  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0136  HISTORY     - 1965     GOOD             NGS
 LW0136
 LW0136                          STATION DESCRIPTION
 LW0136
 LW0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0136'AT WARWICK.
 LW0136'AT WARWICK, IN THE NORWOOD SECTION OF THE CITY, ABOUT 125 YARDS
 LW0136'SOUTHWEST OF THE JUNCTION OF POST ROAD (U.S. HIGHWAY 1) AND
 LW0136'ELMWOOD AVENUE, AT THE INTERSECTION OF THE HIGHWAY AND MAJESTIC
 LW0136'AVENUE LEADING NORTHWEST AND MASSASOIT DRIVE LEADING SOUTHEAST,
 LW0136'AT THE WEST CORNER OF THE SERVICE AREA OF A MERIT SERVICE STATION,
 LW0136'25 FEET NORTHEAST OF THE NORTHEAST CURB OF MASSASOIT DRIVE, 7 1/2
 LW0136'FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY AND SET IN
 LW0136'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL
 LW0136'OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0133 ***********************************************************************
 LW0133  DESIGNATION -  269
 LW0133  PID         -  LW0133
 LW0133  STATE/COUNTY-  RI/KENT
 LW0133  USGS QUAD   -  EAST GREENWICH (1975)
 LW0133
 LW0133                         *CURRENT SURVEY CONTROL
 LW0133  ___________________________________________________________________
 LW0133* NAD 83(1986)-  41 44 19.     (N)    071 26 00.     (W)     SCALED    
 LW0133* NAVD 88     -        17.652  (meters)      57.91   (feet)  ADJUSTED  
 LW0133  ___________________________________________________________________
 LW0133  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW0133  DYNAMIC HT  -          17.646 (meters)      57.89  (feet)  COMP
 LW0133  MODELED GRAV-     980,299.4   (mgal)                       NAVD 88
 LW0133
 LW0133  VERT ORDER  -  FIRST     CLASS I
 LW0133
 LW0133.The horizontal coordinates were scaled from a topographic map and have
 LW0133.an estimated accuracy of +/- 6 seconds.
 LW0133
 LW0133.The orthometric height was determined by differential leveling
 LW0133.and adjusted by the National Geodetic Survey in June 1991..
 LW0133
 LW0133.The geoid height was determined by GEOID03.
 LW0133
 LW0133.The dynamic height is computed by dividing the NAVD 88
 LW0133.geopotential number by the normal gravity value computed on the
 LW0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0133.degrees latitude (g = 980.6199 gals.).
 LW0133
 LW0133.The modeled gravity was interpolated from observed gravity values.
 LW0133
 LW0133;                    North         East    Units  Estimated Accuracy
 LW0133;SPC RI       -    72,780.      105,550.      MT  (+/- 180 meters Scaled)
 LW0133
 LW0133                          SUPERSEDED SURVEY CONTROL
 LW0133
 LW0133  NGVD 29 (??/??/92)   17.905  (m)           58.74   (f) ADJ UNCH    1 1
 LW0133
 LW0133.Superseded values are not recommended for survey control.
 LW0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0133.See file dsdata.txt to determine how the superseded data were derived.
 LW0133
 LW0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG976236(NAD 83)
 LW0133_MARKER: DD = SURVEY DISK
 LW0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0133_STAMPING: 269
 LW0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0133+STABILITY: SURFACE MOTION
 LW0133
 LW0133  HISTORY     - Date     Condition        Report By
 LW0133  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0133  HISTORY     - 1965     GOOD             NGS
 LW0133  HISTORY     - 20050422 MARK NOT FOUND   USPSQD
 LW0133
 LW0133                          STATION DESCRIPTION
 LW0133
 LW0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0133'AT WARWICK.
 LW0133'AT WARWICK, IN THE LINCOLN PARK SECTION, ALONG U.S. HIGHWAY 1,
 LW0133'(POST ROAD), AT THE JUNCTION OF TENNESSEE AVENUE LEADING SOUTHEAST
 LW0133'AND CONNECTICUT AVENUE LEADING NORTHWEST, 33 FEET NORTHEAST OF
 LW0133'THE CENTER LINE OF TENNESSEE AVENUE, 13 FEET SOUTHWEST OF THE
 LW0133'EXTENDED CENTER LINE OF CONNECTICUT AVENUE, 1.4 FEET SOUTHEAST
 LW0133'OF THE SOUTHEAST CURB OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 LW0133'POST 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND 2 INCHES ABOVE THE
 LW0133'LEVEL OF THE SIDEWALK.
 LW0133
 LW0133                          STATION RECOVERY (2005)
 LW0133
 LW0133'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW0133'A MARK DESIGNATED RIHB FOUND IN SIDEWALK AREA AT APPROX. LOCATION OF
 LW0133'SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0120 ***********************************************************************
 LW0120  DESIGNATION -  273
 LW0120  PID         -  LW0120
 LW0120  STATE/COUNTY-  RI/KENT
 LW0120  USGS QUAD   -  EAST GREENWICH (1975)
 LW0120
 LW0120                         *CURRENT SURVEY CONTROL
 LW0120  ___________________________________________________________________
 LW0120* NAD 83(1986)-  41 41 55.     (N)    071 27 36.     (W)     SCALED    
 LW0120* NAVD 88     -         5.814  (meters)      19.07   (feet)  ADJUSTED  
 LW0120  ___________________________________________________________________
 LW0120  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW0120  DYNAMIC HT  -           5.812 (meters)      19.07  (feet)  COMP
 LW0120  MODELED GRAV-     980,289.9   (mgal)                       NAVD 88
 LW0120
 LW0120  VERT ORDER  -  FIRST     CLASS I
 LW0120
 LW0120.The horizontal coordinates were scaled from a topographic map and have
 LW0120.an estimated accuracy of +/- 6 seconds.
 LW0120
 LW0120.The orthometric height was determined by differential leveling
 LW0120.and adjusted by the National Geodetic Survey in June 1991..
 LW0120
 LW0120.The geoid height was determined by GEOID03.
 LW0120
 LW0120.The dynamic height is computed by dividing the NAVD 88
 LW0120.geopotential number by the normal gravity value computed on the
 LW0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0120.degrees latitude (g = 980.6199 gals.).
 LW0120
 LW0120.The modeled gravity was interpolated from observed gravity values.
 LW0120
 LW0120;                    North         East    Units  Estimated Accuracy
 LW0120;SPC RI       -    68,330.      103,330.      MT  (+/- 180 meters Scaled)
 LW0120
 LW0120                          SUPERSEDED SURVEY CONTROL
 LW0120
 LW0120  NGVD 29 (??/??/92)    6.072  (m)           19.92   (f) ADJ UNCH    1 1
 LW0120
 LW0120.Superseded values are not recommended for survey control.
 LW0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0120.See file dsdata.txt to determine how the superseded data were derived.
 LW0120
 LW0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG953192(NAD 83)
 LW0120_MARKER: DD = SURVEY DISK
 LW0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0120_STAMPING: 273
 LW0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0120+STABILITY: SURFACE MOTION
 LW0120
 LW0120  HISTORY     - Date     Condition        Report By
 LW0120  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0120  HISTORY     - 1965     GOOD             NGS
 LW0120  HISTORY     - 20050421 MARK NOT FOUND   USPSQD
 LW0120
 LW0120                          STATION DESCRIPTION
 LW0120
 LW0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0120'AT WARWICK.
 LW0120'AT WARWICK, ABOUT 0.2 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE
 LW0120'POST OFFICE, AT THE JUNCTION OF GREENWICH AVENUE AND CENTERVILLE
 LW0120'ROAD, AT A GULF SERVICE STATION, NEAR THE NORTHEAST CORNER OF THE
 LW0120'SERVICE AREA, 15 1/2 FEET WEST OF THE WEST CURB OF THE HIGHWAY,
 LW0120'7.5 FEET SOUTH OF THE SOUTH CURB OF CENTERVILLE ROAD, 3.4 FEET
 LW0120'SOUTHWEST OF THE SOUTHWEST CORNER OF A TRAFFIC SIGNAL CONTROL
 LW0120'BOX, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW0120'POST FLUSH WITH THE GROUND.
 LW0120
 LW0120                          STATION RECOVERY (2005)
 LW0120
 LW0120'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW0120'SIDEWALK AREA WAS RECONSTRUCTED AND TWO RIHB CONCRETE MARKERS WERE
 LW0120'FOUND TO BE CLOSE TO THE LOCATION GIVEN FOR THE DISK. TRAFFIC SIGNAL
 LW0120'CONTROL BOX WAS ALSO REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0114 ***********************************************************************
 LW0114  DESIGNATION -  276
 LW0114  PID         -  LW0114
 LW0114  STATE/COUNTY-  RI/KENT
 LW0114  USGS QUAD   -  EAST GREENWICH (1975)
 LW0114
 LW0114                         *CURRENT SURVEY CONTROL
 LW0114  ___________________________________________________________________
 LW0114* NAD 83(1986)-  41 39 50.     (N)    071 27 00.     (W)     SCALED    
 LW0114* NAVD 88     -        18.221  (meters)      59.78   (feet)  ADJUSTED  
 LW0114  ___________________________________________________________________
 LW0114  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW0114  DYNAMIC HT  -          18.215 (meters)      59.76  (feet)  COMP
 LW0114  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 LW0114
 LW0114  VERT ORDER  -  FIRST     CLASS I
 LW0114
 LW0114.The horizontal coordinates were scaled from a topographic map and have
 LW0114.an estimated accuracy of +/- 6 seconds.
 LW0114
 LW0114.The orthometric height was determined by differential leveling
 LW0114.and adjusted by the National Geodetic Survey in June 1991..
 LW0114
 LW0114.The geoid height was determined by GEOID03.
 LW0114
 LW0114.The dynamic height is computed by dividing the NAVD 88
 LW0114.geopotential number by the normal gravity value computed on the
 LW0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0114.degrees latitude (g = 980.6199 gals.).
 LW0114
 LW0114.The modeled gravity was interpolated from observed gravity values.
 LW0114
 LW0114;                    North         East    Units  Estimated Accuracy
 LW0114;SPC RI       -    64,480.      104,160.      MT  (+/- 180 meters Scaled)
 LW0114
 LW0114                          SUPERSEDED SURVEY CONTROL
 LW0114
 LW0114  NGVD 29 (??/??/92)   18.481  (m)           60.63   (f) ADJ UNCH    1 1
 LW0114
 LW0114.Superseded values are not recommended for survey control.
 LW0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0114.See file dsdata.txt to determine how the superseded data were derived.
 LW0114
 LW0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG960153(NAD 83)
 LW0114_MARKER: DD = SURVEY DISK
 LW0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0114_STAMPING: 276
 LW0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0114+STABILITY: SURFACE MOTION
 LW0114
 LW0114  HISTORY     - Date     Condition        Report By
 LW0114  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0114  HISTORY     - 1965     GOOD             NGS
 LW0114  HISTORY     - 1988     GOOD             USPSQD
 LW0114
 LW0114                          STATION DESCRIPTION
 LW0114
 LW0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0114'AT EAST GREENWICH.
 LW0114'AT EAST GREENWICH, AT THE INTERSECTION OF POST ROAD AND DIVISION
 LW0114'STREET, ABOUT 60 YARDS NORTH OF AND ACROSS DIVISION STREET FROM
 LW0114'THE NORTHEAST CORNER OF THE POST OFFICE, 59 FEET NORTH OF THE
 LW0114'NORTH CURB OF DIVISION STREET, 1.5 FEET WEST OF THE WEST CURB
 LW0114'OF U.S. HIGHWAY 1, 2 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 LW0114'A 4 FOOT SQUARE CONCRETE BASE, 1/2 FOOT ABOVE THE LEVEL OF THE
 LW0114'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 LW0114'ABOVE THE LEVEL OF THE GROUND.
 LW0114
 LW0114                          STATION RECOVERY (1988)
 LW0114
 LW0114'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0112 ***********************************************************************
 LW0112  DESIGNATION -  277
 LW0112  PID         -  LW0112
 LW0112  STATE/COUNTY-  RI/KENT
 LW0112  USGS QUAD   -  EAST GREENWICH (1975)
 LW0112
 LW0112                         *CURRENT SURVEY CONTROL
 LW0112  ___________________________________________________________________
 LW0112* NAD 83(1986)-  41 39 16.     (N)    071 27 15.     (W)     SCALED    
 LW0112* NAVD 88     -        19.109  (meters)      62.69   (feet)  ADJUSTED  
 LW0112  ___________________________________________________________________
 LW0112  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW0112  DYNAMIC HT  -          19.103 (meters)      62.67  (feet)  COMP
 LW0112  MODELED GRAV-     980,287.7   (mgal)                       NAVD 88
 LW0112  OBS GRAVITY -     980,288.8   (mgal)                       GRAV_OBS
 LW0112
 LW0112  VERT ORDER  -  FIRST     CLASS I
 LW0112
 LW0112.The horizontal coordinates were scaled from a topographic map and have
 LW0112.an estimated accuracy of +/- 6 seconds.
 LW0112
 LW0112.The orthometric height was determined by differential leveling
 LW0112.and adjusted by the National Geodetic Survey in June 1991..
 LW0112
 LW0112.The geoid height was determined by GEOID03.
 LW0112
 LW0112.The dynamic height is computed by dividing the NAVD 88
 LW0112.geopotential number by the normal gravity value computed on the
 LW0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0112.degrees latitude (g = 980.6199 gals.).
 LW0112
 LW0112.The modeled gravity was interpolated from observed gravity values.
 LW0112.The observed gravity was obtained from relative gravimeter ties
 LW0112.to the IGSN71 gravity network.
 LW0112
 LW0112;                    North         East    Units  Estimated Accuracy
 LW0112;SPC RI       -    63,430.      103,820.      MT  (+/- 180 meters Scaled)
 LW0112
 LW0112                          SUPERSEDED SURVEY CONTROL
 LW0112
 LW0112  NGVD 29 (??/??/92)   19.370  (m)           63.55   (f) ADJ UNCH    1 1
 LW0112
 LW0112.Superseded values are not recommended for survey control.
 LW0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0112.See file dsdata.txt to determine how the superseded data were derived.
 LW0112
 LW0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG956143(NAD 83)
 LW0112_MARKER: DD = SURVEY DISK
 LW0112_SETTING: 0 = UNSPECIFIED SETTING
 LW0112_STAMPING: 277
 LW0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0112
 LW0112  HISTORY     - Date     Condition        Report By
 LW0112  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0112  HISTORY     - 1967     GOOD             NGS
 LW0112
 LW0112                          STATION DESCRIPTION
 LW0112
 LW0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LW0112'AT EAST GREENWICH.
 LW0112'AT EAST GREENWICH, ABOUT 0.75 MILE SOUTH ALONG U.S. HIGHWAY 1
 LW0112'FROM THE POST OFFICE, ABOUT 106 YARDS SOUTHWEST OF THE INTERSECTION
 LW0112'OF THE HIGHWAY AND FIRST AVENUE, NEAR THE JUNCTION OF THE NORTHEAST
 LW0112'ONE OF TWO DRIVEWAY LEADING TO THE RHODE ISLAND TRUST COMPANY,
 LW0112'1.3 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY, 29
 LW0112'FEET NORTHEAST OF THE EXTENDED CENTER LINE OF DRIVEWAY AND 1
 LW0112'FOOT ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0374 ***********************************************************************
 LW0374  DESIGNATION -  290
 LW0374  PID         -  LW0374
 LW0374  STATE/COUNTY-  RI/WASHINGTON
 LW0374  USGS QUAD   -  WICKFORD (1995)
 LW0374
 LW0374                         *CURRENT SURVEY CONTROL
 LW0374  ___________________________________________________________________
 LW0374* NAD 83(1986)-  41 31 18.     (N)    071 27 47.     (W)     SCALED    
 LW0374* NAVD 88     -        42.350  (meters)     138.94   (feet)  ADJUSTED  
 LW0374  ___________________________________________________________________
 LW0374  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW0374  DYNAMIC HT  -          42.336 (meters)     138.90  (feet)  COMP
 LW0374  MODELED GRAV-     980,286.4   (mgal)                       NAVD 88
 LW0374
 LW0374  VERT ORDER  -  SECOND    CLASS 0
 LW0374
 LW0374.The horizontal coordinates were scaled from a topographic map and have
 LW0374.an estimated accuracy of +/- 6 seconds.
 LW0374
 LW0374.The orthometric height was determined by differential leveling
 LW0374.and adjusted by the National Geodetic Survey in June 1991..
 LW0374
 LW0374.The geoid height was determined by GEOID03.
 LW0374
 LW0374.The dynamic height is computed by dividing the NAVD 88
 LW0374.geopotential number by the normal gravity value computed on the
 LW0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0374.degrees latitude (g = 980.6199 gals.).
 LW0374
 LW0374.The modeled gravity was interpolated from observed gravity values.
 LW0374
 LW0374;                    North         East    Units  Estimated Accuracy
 LW0374;SPC RI       -    48,680.      103,080.      MT  (+/- 180 meters Scaled)
 LW0374
 LW0374                          SUPERSEDED SURVEY CONTROL
 LW0374
 LW0374  NGVD 29 (??/??/92)   42.626  (m)          139.85   (f) ADJ UNCH    2 0
 LW0374
 LW0374.Superseded values are not recommended for survey control.
 LW0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0374.See file dsdata.txt to determine how the superseded data were derived.
 LW0374
 LW0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF944995(NAD 83)
 LW0374_MARKER: DD = SURVEY DISK
 LW0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0374_SP_SET: CONCRETE POST
 LW0374_STAMPING: 290
 LW0374_MARK LOGO: RIBPR 
 LW0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0374+STABILITY: SURFACE MOTION
 LW0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0374+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW0374
 LW0374  HISTORY     - Date     Condition        Report By
 LW0374  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0374  HISTORY     - 1969     GOOD             NGS
 LW0374  HISTORY     - 19880630 GOOD             RIGS
 LW0374  HISTORY     - 20011010 GOOD             USPSQD
 LW0374  HISTORY     - 20040420 GOOD             USPSQD
 LW0374  HISTORY     - 20060630 GOOD             USPSQD
 LW0374
 LW0374                          STATION DESCRIPTION
 LW0374
 LW0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0374'3.3 MI S FROM WICKFORD.
 LW0374'ABOUT 3.3 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0374'STATE HIGHWAY 102 AT WICKFORD, 1.4 MILES SOUTH OF THE JUNCTION OF
 LW0374'STATE HIGHWAY 4, AT THE JUNCTION OF SHERMANTOWN ROAD LEADING
 LW0374'WEST AND GILBERT STUART ROAD LEADING EAST, NEAR THE NORTHEAST
 LW0374'CORNER OF A LAWN, 37 FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND
 LW0374'LANE OF THE HIGHWAY, 35 FEET SOUTH OF THE CENTER LINE OF SHERMANTOWN
 LW0374'ROAD, 7 FEET NORTHWEST OF POWER LINE POLE NO. 5891, 3 1/2 FEET
 LW0374'NORTHWEST OF THE NORTHEAST CORNER OF THE LAWN, 1 FOOT NORTH OF THE
 LW0374'LAWN FENCE, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE
 LW0374'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF
 LW0374'THE GROUND.
 LW0374
 LW0374                          STATION RECOVERY (1988)
 LW0374
 LW0374'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW0374'RECOVERED IN GOOD CONDITION.
 LW0374
 LW0374                          STATION RECOVERY (2001)
 LW0374
 LW0374'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0374'RECOVERED IN GOOD CONDITION.
 LW0374
 LW0374                          STATION RECOVERY (2004)
 LW0374
 LW0374'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0374'RECOVERED IN GOOD CONDITION.
 LW0374
 LW0374                          STATION RECOVERY (2006)
 LW0374
 LW0374'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5646 ***********************************************************************
 LW5646  DESIGNATION -  299
 LW5646  PID         -  LW5646
 LW5646  STATE/COUNTY-  RI/WASHINGTON
 LW5646  USGS QUAD   -  KINGSTON (1975)
 LW5646
 LW5646                         *CURRENT SURVEY CONTROL
 LW5646  ___________________________________________________________________
 LW5646* NAD 83(1986)-  41 25 59.     (N)    071 31 00.     (W)     SCALED    
 LW5646* NAVD 88     -        29.978  (meters)      98.35   (feet)  ADJUSTED  
 LW5646  ___________________________________________________________________
 LW5646  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LW5646  DYNAMIC HT  -          29.967 (meters)      98.32  (feet)  COMP
 LW5646  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 LW5646
 LW5646  VERT ORDER  -  SECOND    CLASS II
 LW5646
 LW5646.The horizontal coordinates were scaled from a topographic map and have
 LW5646.an estimated accuracy of +/- 6 seconds.
 LW5646
 LW5646.The orthometric height was determined by differential leveling
 LW5646.and adjusted by the National Geodetic Survey in April 1995..
 LW5646
 LW5646.The geoid height was determined by GEOID03.
 LW5646
 LW5646.The dynamic height is computed by dividing the NAVD 88
 LW5646.geopotential number by the normal gravity value computed on the
 LW5646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5646.degrees latitude (g = 980.6199 gals.).
 LW5646
 LW5646.The modeled gravity was interpolated from observed gravity values.
 LW5646
 LW5646;                    North         East    Units  Estimated Accuracy
 LW5646;SPC RI       -    38,840.       98,610.      MT  (+/- 180 meters Scaled)
 LW5646
 LW5646                          SUPERSEDED SURVEY CONTROL
 LW5646
 LW5646.No superseded survey control is available for this station.
 LW5646
 LW5646_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF897898(NAD 83)
 LW5646_MARKER: DD = SURVEY DISK
 LW5646_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LW5646_SP_SET: PREFAB CONC. POST IN EARTH
 LW5646_STAMPING: 299
 LW5646_MARK LOGO: RIBPR 
 LW5646_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5646
 LW5646  HISTORY     - Date     Condition        Report By
 LW5646  HISTORY     - 1940     MONUMENTED       RIBPR
 LW5646  HISTORY     - 19860606 GOOD             RIGS
 LW5646
 LW5646                          STATION DESCRIPTION
 LW5646
 LW5646'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5646'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF WAKEFIELD.
 LW5646'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM WAKEFIELD CENTER GO
 LW5646'WEST FOR 1.6 KM (1.00 MI) ON MAIN STREET TO THE JUNCTION OF MAIN
 LW5646'STREET, SOUTH ROAD AND OLD POST ROAD, AND TO THE MARK ON THE
 LW5646'SOUTHWEST CORNER OF THE INTERSECTION.  THE STATION IS SET IN A SQUARE
 LW5646'CONCRETE MONUMENT ABOUT 1 FT ABOVE THE LEVEL OF OLD POST ROAD.  IT IS
 LW5646'16.15 M (53.0 FT) SOUTHWEST FROM AN NET+T UTILITY POLE 1202, 14.63 M
 LW5646'(48.0 FT) NORTHWEST THE CENTERLINE OF OLD POST ROAD, 5.49 M (18.0 FT)
 LW5646'NORTH NORTHEAST FROM THE THE NORTHERLY CORNER OF A GRANITE CAP OF THE
 LW5646'NORTHEASTERLY MOST OF TWO STONE PILLARS OF A DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3106 ***********************************************************************
 LW3106  DESIGNATION -  2A USE 1943
 LW3106  PID         -  LW3106
 LW3106  STATE/COUNTY-  RI/WASHINGTON
 LW3106  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3106
 LW3106                         *CURRENT SURVEY CONTROL
 LW3106  ___________________________________________________________________
 LW3106* NAD 83(1996)-  41 08 52.94154(N)    071 36 01.10539(W)     ADJUSTED  
 LW3106* NAVD 88     -        29.43   (+/-2cm)      96.6    (feet)  VERTCON   
 LW3106  ___________________________________________________________________
 LW3106  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 LW3106  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LW3106
 LW3106  HORZ ORDER  -  SECOND
 LW3106  VERT ORDER  -  THIRD ? (See Below)
 LW3106
 LW3106.The horizontal coordinates were established by classical geodetic methods
 LW3106.and adjusted by the National Geodetic Survey in August 1998..
 LW3106
 LW3106.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3106.The vertical order pertains to the NGVD 29 superseded value.
 LW3106
 LW3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3106
 LW3106.The geoid height was determined by GEOID03.
 LW3106
 LW3106;                    North         East     Units Scale Factor Converg.
 LW3106;SPC RI       -     7,190.802    91,579.611   MT  0.99999462   -0 03 57.6
 LW3106;SPC RI       -    23,591.82    300,457.44   sFT  0.99999462   -0 03 57.6
 LW3106;UTM  19      - 4,558,450.439   281,790.053   MT  1.00018606   -1 42 42.1
 LW3106
 LW3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3106!SPC RI       -   1.00000021  x   0.99999462  =   0.99999483
 LW3106!UTM  19      -   1.00000021  x   1.00018606  =   1.00018627
 LW3106
 LW3106                          SUPERSEDED SURVEY CONTROL
 LW3106
 LW3106  NAD 83(1996)-  41 08 52.93969(N)    071 36 01.10399(W) AD(       ) 2
 LW3106  NAD 83(1992)-  41 08 52.93952(N)    071 36 01.10417(W) AD(       ) 2
 LW3106  NAD 83(1992)-  41 08 52.93826(N)    071 36 01.10517(W) AD(       ) 2
 LW3106  NAD 83(1986)-  41 08 52.93565(N)    071 36 01.10636(W) AD(       ) 2
 LW3106  NAD 27      -  41 08 52.57000(N)    071 36 02.89300(W) AD(       ) 2
 LW3106  NGVD 29 (07/19/86)   29.71   (m)           97.5    (f) LEVELING    3  
 LW3106
 LW3106.Superseded values are not recommended for survey control.
 LW3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3106.See file dsdata.txt to determine how the superseded data were derived.
 LW3106
 LW3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8179058450(NAD 83)
 LW3106_MARKER: Z = SEE DESCRIPTION
 LW3106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3106_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3106+STABILITY: SURFACE MOTION
 LW3106
 LW3106  HISTORY     - Date     Condition        Report By
 LW3106  HISTORY     - 1943     MONUMENTED       USE
 LW3106
 LW3106                          STATION DESCRIPTION
 LW3106
 LW3106'DESCRIBED BY US ENGINEERS 1943
 LW3106'STATION ROAR IS LOCATED ON THE S SIDE OF BLOCK ISLAND, AT SOUTHWEST
 LW3106'POINT.  IT IS 46.5 FT. SW OF THE SW CORNER OF THE FIRE CONTROL
 LW3106'BUILDING, AND ABOUT 18 FT. NE OF THE EDGE OF THE BLUFF.  IT IS A
 LW3106'STANDARD STATION DISK, STAMPED ROAR 1943 AND SET FLUSH WITH THE
 LW3106'GROUND.
 LW3106'
 LW3106'MON. 2A (U.S.E.) IS N-NE OF STATION ROAR AND 76.5 FT. N OF THE
 LW3106'NE CORNER OF THE FIRE CONTROL BUILDING.  IT IS A 1/2 IN. COPPER
 LW3106'PLUG SET IN THE TOP OF A 6- BY 6-IN. CONCRETE POST PROJECTING
 LW3106'ABOUT 6 IN. ABOVE GROUND.  THE TOP OF THE CONCRETE POST BEARS THE
 LW3106'LETTERS USED 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5539 ***********************************************************************
 AI5539  PACS        -  This is a Primary Airport Control Station.
 AI5539  DESIGNATION -  2B4 A
 AI5539  PID         -  AI5539
 AI5539  STATE/COUNTY-  RI/NEWPORT
 AI5539  USGS QUAD   -  PRUDENCE ISLAND (1975)
 AI5539
 AI5539                         *CURRENT SURVEY CONTROL
 AI5539  ___________________________________________________________________
 AI5539* NAD 83(1996)-  41 32 02.03450(N)    071 16 52.90827(W)     ADJUSTED  
 AI5539* NAVD 88     -        48.89   (meters)     160.4    (feet)  GPS OBS   
 AI5539  ___________________________________________________________________
 AI5539  X           -   1,534,483.074 (meters)                     COMP
 AI5539  Y           -  -4,528,584.009 (meters)                     COMP
 AI5539  Z           -   4,207,003.873 (meters)                     COMP
 AI5539  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 AI5539  ELLIP HEIGHT-          19.02  (meters)          (06/04/02) GPS OBS
 AI5539  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 AI5539
 AI5539  HORZ ORDER  -  A
 AI5539  ELLP ORDER  -  FOURTH    CLASS I
 AI5539
 AI5539.This mark is at Newport State Airport (2B4)
 AI5539
 AI5539.The horizontal coordinates were established by GPS observations
 AI5539.and adjusted by the National Geodetic Survey in May 2000..
 AI5539
 AI5539.The orthometric height was determined by GPS observations and a
 AI5539.high-resolution geoid model.
 AI5539
 AI5539.GPS derived orthometric heights for airport stations designated as
 AI5539.PACS or SACS are published to 2 decimal places.  This maintains
 AI5539.centimeter relative accuracy between the PACS and SACS.  It does
 AI5539.not indicate centimeter accuracy relative to other marks which are
 AI5539.part of the NAVD 88 network.
 AI5539
 AI5539.Photographs are available for this station.
 AI5539
 AI5539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5539
 AI5539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5539
 AI5539.The ellipsoidal height was determined by GPS observations
 AI5539.and is referenced to NAD 83.
 AI5539
 AI5539.The geoid height was determined by GEOID03.
 AI5539
 AI5539;                    North         East     Units Scale Factor Converg.
 AI5539;SPC RI       -    50,062.480   118,245.686   MT  0.99999785   +0 08 41.9
 AI5539;SPC RI       -   164,246.65    387,944.39   sFT  0.99999785   +0 08 41.9
 AI5539;UTM  19      - 4,600,540.622   309,684.251   MT  1.00004575   -1 30 47.3
 AI5539
 AI5539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5539!SPC RI       -   0.99999702  x   0.99999785  =   0.99999487
 AI5539!UTM  19      -   0.99999702  x   1.00004575  =   1.00004277
 AI5539
 AI5539|---------------------------------------------------------------------|
 AI5539| PID    Reference Object                     Distance      Geod. Az  |
 AI5539|                                                           dddmmss.s |
 AI5539| AI5541 2B4 C                               388.282 METERS 16915     |
 AI5539| AI5540 2B4 B                               433.308 METERS 3205039.8 |
 AI5539|---------------------------------------------------------------------|
 AI5539
 AI5539                          SUPERSEDED SURVEY CONTROL
 AI5539
 AI5539.No superseded survey control is available for this station.
 AI5539
 AI5539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0968400541(NAD 83)
 AI5539_MARKER: I = METAL ROD
 AI5539_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5539_STAMPING: 2B4 A 1999
 AI5539_MARK LOGO: NGS   
 AI5539_PROJECTION: RECESSED 4 CENTIMETERS
 AI5539_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5539+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5539_ROD/PIPE-DEPTH: 25.1 meters
 AI5539_SLEEVE-DEPTH  : 1 meters
 AI5539
 AI5539  HISTORY     - Date     Condition        Report By
 AI5539  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5539
 AI5539                          STATION DESCRIPTION
 AI5539
 AI5539'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5539'THE STATION IS LOCATED APPROXIMATELY 17.1 MI (27.5 KM) SOUTHEAST OF
 AI5539'FALL RIVER AND 14.3 M (46.9 FT) SOUTH-SOUTHEAST OF WARWICK, AT THE
 AI5539'NEWPORT STATE AIRPORT, NORTH OF THE JUNCTION OF RUNWAYS 16-34 WITH
 AI5539'TAXIWAY C.  OWNERSHIP--STATE OF RHODE ISLAND, C/O MIKE BUNKER AIRPORT
 AI5539'OPERATIONS MANAGER, NEWPORT STATE AIRPORT, MIDDLETOWN RI 02840, PHONE
 AI5539'NUMBER 401.846.9400, FAX NUMBER 401.846.9440.  NOTE--PERMISSION MUST
 AI5539'BE OBTAINED 24 HOURS BEFORE PROCEEDING AIRSIDE.
 AI5539'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 114 WITH STATE
 AI5539'HIGHWAY 138, GO EAST 0.75 MI (1.21 KM) ON HIGHWAY 138 TO WHERE THE
 AI5539'HIGHWAY CURVES RIGHT, TURN LEFT AND GO NORTH 0.2 MI (0.3 KM) ON THE
 AI5539'AIRPORT ACCESS ROAD TO THE TERMINAL AND MAIN GATE, FROM THE GATE GO
 AI5539'NORTHEAST 0.05 MI (0.08 KM) ON THE RAMP TO THE JUNCTION OF RUNWAY
 AI5539'16-34 WITH TAZIWAY BRAVO, CROSS THE RUNWAY AND GO NORTHEAST
 AI5539'APPROXIMATELY 30.5 M, (100.1 FT) TURN RIGHT AND GO NORTH 0.05 MI (0.08
 AI5539'KM) IN THE GRASSY AREA TO THE STATION AHEAD.
 AI5539'THE STATION IS THE PUNCH HOLE IN THE TOP OF A 9/16-INCH STAINLESS
 AI5539'STEEL ROD DRIVEN TO A SLOW DRIVING RATE AT A DEPTH OF 25.1 M (82.3 FT)
 AI5539'AND ENCASED IN A 1 M (3.3 FT) LONG FINNED SLEEVE FILLED WITH NON-TOXIC
 AI5539'GREASE.  THE ROD IS RECESSED 7.6 CM BELOW THE SURFACE OF A STANDARD
 AI5539'NGS LOGO CAP STAMPED --2B4 A 1999-- RECESSED 4 CM BELOW THE GROUND.
 AI5539'THE STATION IS 83.82 M (275.00 FT) NORTH 28 DEGREES EAST OF RUNWAY
 AI5539'LIGHT 1, 77.40 M (253.94 FT) NORTH 70 DEGREES EAST OF THE CENTERLINE
 AI5539'OF RUNWAY 16, 76.50 M (250.98 FT) NORTH 47 WEST OF CENTERLINE OF
 AI5539'TAXIWAY CHARLIE, 64.90 M (212.93 FT) NORTH 73 DEGREES EAST OF RUNWAY
 AI5539'LIGHT 2, AND 7.92 M (25.98 FT) SOUTH 41 DEGREES WEST OF THE CORNER OF
 AI5539'THE CHAIN LINK FENCE AND A CARSONITE WITNESS POST. THIS STATION IS
 AI5539'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5540 ***********************************************************************
 AI5540  SACS        -  This is a Secondary Airport Control Station.
 AI5540  DESIGNATION -  2B4 B
 AI5540  PID         -  AI5540
 AI5540  STATE/COUNTY-  RI/NEWPORT
 AI5540  USGS QUAD   -  PRUDENCE ISLAND (1975)
 AI5540
 AI5540                         *CURRENT SURVEY CONTROL
 AI5540  ___________________________________________________________________
 AI5540* NAD 83(1996)-  41 32 12.92537(N)    071 17 04.71157(W)     ADJUSTED  
 AI5540* NAVD 88     -        46.14   (meters)     151.4    (feet)  GPS OBS   
 AI5540  ___________________________________________________________________
 AI5540  X           -   1,534,151.783 (meters)                     COMP
 AI5540  Y           -  -4,528,458.855 (meters)                     COMP
 AI5540  Z           -   4,207,253.565 (meters)                     COMP
 AI5540  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 AI5540  ELLIP HEIGHT-          16.28  (meters)          (06/04/02) GPS OBS
 AI5540  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 AI5540
 AI5540  HORZ ORDER  -  FIRST
 AI5540  ELLP ORDER  -  FOURTH    CLASS I
 AI5540
 AI5540.This mark is at Newport State Airport (2B4)
 AI5540
 AI5540.The horizontal coordinates were established by GPS observations
 AI5540.and adjusted by the National Geodetic Survey in May 2000..
 AI5540
 AI5540.The orthometric height was determined by GPS observations and a
 AI5540.high-resolution geoid model.
 AI5540
 AI5540.GPS derived orthometric heights for airport stations designated as
 AI5540.PACS or SACS are published to 2 decimal places.  This maintains
 AI5540.centimeter relative accuracy between the PACS and SACS.  It does
 AI5540.not indicate centimeter accuracy relative to other marks which are
 AI5540.part of the NAVD 88 network.
 AI5540
 AI5540.Photographs are available for this station.
 AI5540
 AI5540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5540
 AI5540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5540
 AI5540.The ellipsoidal height was determined by GPS observations
 AI5540.and is referenced to NAD 83.
 AI5540
 AI5540.The geoid height was determined by GEOID03.
 AI5540
 AI5540;                    North         East     Units Scale Factor Converg.
 AI5540;SPC RI       -    50,397.787   117,971.235   MT  0.99999772   +0 08 34.1
 AI5540;SPC RI       -   165,346.74    387,043.96   sFT  0.99999772   +0 08 34.1
 AI5540;UTM  19      - 4,600,883.747   309,419.604   MT  1.00004699   -1 30 55.5
 AI5540
 AI5540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5540!SPC RI       -   0.99999745  x   0.99999772  =   0.99999517
 AI5540!UTM  19      -   0.99999745  x   1.00004699  =   1.00004444
 AI5540
 AI5540:                Primary Azimuth Mark                     Grid Az
 AI5540:SPC RI       -  2B4 A                                    140 41 57.9
 AI5540:UTM  19      -  2B4 A                                    142 21 27.5
 AI5540
 AI5540|---------------------------------------------------------------------|
 AI5540| PID    Reference Object                     Distance      Geod. Az  |
 AI5540|                                                           dddmmss.s |
 AI5540| AI5539 2B4 A                               433.308 METERS 1405032.0 |
 AI5540|---------------------------------------------------------------------|
 AI5540
 AI5540                          SUPERSEDED SURVEY CONTROL
 AI5540
 AI5540.No superseded survey control is available for this station.
 AI5540
 AI5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0942000884(NAD 83)
 AI5540_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5540_STAMPING: 2B4 B 1999
 AI5540_MARK LOGO: NGS   
 AI5540_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5540+STABILITY: SURFACE MOTION
 AI5540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5540+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5540
 AI5540  HISTORY     - Date     Condition        Report By
 AI5540  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5540
 AI5540                          STATION DESCRIPTION
 AI5540
 AI5540'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5540'THE STATION IS LOCATED APPROXIMATELY 17.1 MI (27.5 KM) SOUTHEAST OF
 AI5540'FALL RIVER AND 14.3 M (46.9 FT) SOUTH-SOUTHEAST OF WARWICK, AT THE
 AI5540'NEWPORT STATE AIRPORT.  OWNERSHIP--STATE OF RHODE ISLAND, C/O MIKE
 AI5540'BUNKER AIRPORT OPERATIONS MANAGER, NEWPORT STATE AIRPORT, MIDDLETOWN
 AI5540'RI 02840, PHONE NUMBER 401.846.9400, FAX NUMBER 401.846.9440.
 AI5540'NOTE--PERMISSION MUST BE OBTAINED 24 HOURS BEFORE PROCEEDING AIRSIDE.
 AI5540'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 114 WITH STATE
 AI5540'HIGHWAY 138, GO EAST 0.75 MI (1.21 KM) ON HIGHWAY 138 TO WHERE THE
 AI5540'HIGHWAY CURVES RIGHT, TURN LEFT AND GO NORTH 0.2 MI (0.3 KM) ON THE
 AI5540'AIRPORT ACCESS ROAD TO THE TERMINAL AND MAIN GATE, FROM THE GATE GO
 AI5540'NORTHEAST 0.05 MI (0.08 KM) ON RAMP TO THE JUNCTION OF RUNWAY 16-34
 AI5540'WITH TAXIWAY BRAVO, TURN LEFT AND PROCEED NORTH 0.35 MI (0.56 KM) ON
 AI5540'RUNWAY 16 TO THE END OF THE RUNWAY, TURN RIGHT AND GO EAST
 AI5540'APPROXIMATELY 45 M (147.6 FT) TO THE STATION AHEAD.
 AI5540'THE STATION IS A BRONZE NGS HORIZONTAL CONTROL STATION DISK STAMPED
 AI5540'--2B4 B 1999-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER 1.2 M (3.9
 AI5540'FT) DEEP CONCRETE POST RECESSED 5 CM BELOW GROUND.  THE STATION IS
 AI5540'75.83 M (248.79 FT) NORTH 15 DEGREES EAST OF THE FIRST WHITE RUNWAY
 AI5540'LIGHT, 59.3 M (194.6 FT) NORTH 70 DEGREES EAST OF THE CENTERLINE OF
 AI5540'RUNWAY 16, 44.80 M (146.98 FT) NORTH 70 DEGREES EAST OF THE EASTERN
 AI5540'MOST END OF RUNWAY LIGHT, 10.45 M (34.28 FT) SOUTH 70 DEGREES WEST OF
 AI5540'A CHAIN-LINK FENCE, 10.45 M (34.28 FT) SOUTH 70 DEGREES WEST OF THE
 AI5540'CHAIN LINK FENCE AND A CARSONITE WITNESS POST. THIS STATION IS
 AI5540'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5541 ***********************************************************************
 AI5541  SACS        -  This is a Secondary Airport Control Station.
 AI5541  DESIGNATION -  2B4 C
 AI5541  PID         -  AI5541
 AI5541  STATE/COUNTY-  RI/NEWPORT
 AI5541  USGS QUAD   -  PRUDENCE ISLAND (1975)
 AI5541
 AI5541                         *CURRENT SURVEY CONTROL
 AI5541  ___________________________________________________________________
 AI5541* NAD 83(1996)-  41 31 49.66968(N)    071 16 49.78438(W)     ADJUSTED  
 AI5541* NAVD 88     -        47.46   (meters)     155.7    (feet)  GPS OBS   
 AI5541  ___________________________________________________________________
 AI5541  X           -   1,534,632.491 (meters)                     COMP
 AI5541  Y           -  -4,528,799.305 (meters)                     COMP
 AI5541  Z           -   4,206,717.362 (meters)                     COMP
 AI5541  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 AI5541  ELLIP HEIGHT-          17.59  (meters)          (06/04/02) GPS OBS
 AI5541  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 AI5541
 AI5541  HORZ ORDER  -  FIRST
 AI5541  ELLP ORDER  -  FOURTH    CLASS I
 AI5541
 AI5541.This mark is at Newport State Airport (2B4)
 AI5541
 AI5541.The horizontal coordinates were established by GPS observations
 AI5541.and adjusted by the National Geodetic Survey in May 2000..
 AI5541
 AI5541.The orthometric height was determined by GPS observations and a
 AI5541.high-resolution geoid model.
 AI5541
 AI5541.GPS derived orthometric heights for airport stations designated as
 AI5541.PACS or SACS are published to 2 decimal places.  This maintains
 AI5541.centimeter relative accuracy between the PACS and SACS.  It does
 AI5541.not indicate centimeter accuracy relative to other marks which are
 AI5541.part of the NAVD 88 network.
 AI5541
 AI5541.Photographs are available for this station.
 AI5541
 AI5541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5541
 AI5541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5541
 AI5541.The ellipsoidal height was determined by GPS observations
 AI5541.and is referenced to NAD 83.
 AI5541
 AI5541.The geoid height was determined by GEOID03.
 AI5541
 AI5541;                    North         East     Units Scale Factor Converg.
 AI5541;SPC RI       -    49,681.196   118,319.071   MT  0.99999788   +0 08 43.9
 AI5541;SPC RI       -   162,995.72    388,185.15   sFT  0.99999788   +0 08 43.9
 AI5541;UTM  19      - 4,600,157.356   309,746.575   MT  1.00004546   -1 30 44.9
 AI5541
 AI5541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5541!SPC RI       -   0.99999724  x   0.99999788  =   0.99999512
 AI5541!UTM  19      -   0.99999724  x   1.00004546  =   1.00004270
 AI5541
 AI5541|---------------------------------------------------------------------|
 AI5541| PID    Reference Object                     Distance      Geod. Az  |
 AI5541|                                                           dddmmss.s |
 AI5541| AI5539 2B4 A                               388.282 METERS 34915     |
 AI5541|---------------------------------------------------------------------|
 AI5541
 AI5541                          SUPERSEDED SURVEY CONTROL
 AI5541
 AI5541.No superseded survey control is available for this station.
 AI5541
 AI5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0974700157(NAD 83)
 AI5541_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5541_STAMPING: 2B4 C 1999
 AI5541_MARK LOGO: NGS   
 AI5541_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5541+STABILITY: SURFACE MOTION
 AI5541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5541+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5541
 AI5541  HISTORY     - Date     Condition        Report By
 AI5541  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5541
 AI5541                          STATION DESCRIPTION
 AI5541
 AI5541'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5541'THE STATION IS LOCATED APPROXIMATELY 17.1 MI (27.5 KM) SOUTHEAST OF
 AI5541'FALL RIVER AND 14.3 M (46.9 FT) SOUTH-SOUTHEAST OF WARWICK, AT THE
 AI5541'NEWPORT STATE AIRPORT.  OWNERSHIP--STATE OF RHODE ISLAND, C/O MIKE
 AI5541'BUNKER AIRPORT OPERATIONS MANAGER, NEWPORT STATE AIRPORT, MIDDLETOWN
 AI5541'RI 02840, PHONE NUMBER (401) 846-9400, FAX NUMBER (401) 846-9440.
 AI5541'NOTE--PERMISSION MUST BE OBTAINED 24 HOURS BEFORE PROCEEDING AIRSIDE.
 AI5541'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 114 WITH STATE
 AI5541'HIGHWAY 138, GO EAST 0.75 MI (1.21 KM) ON HIGHWAY 138 TO WHERE THE
 AI5541'HIGHWAY CURVES RIGHT, TURN LEFT AND GO NORTH 0.2 MI (0.3 KM) ON THE
 AI5541'AIRPORT ACCESS ROAD TO THE TERMINAL AND MAIN GATE, FROM THE GATE GO
 AI5541'NORTHEAST 0.05 MI (0.08 KM) ON RAMP TO THE JUNCTION OF RUNWAY 16-34
 AI5541'WITH TAXIWAY BRAVO, TURN RIGHT AND GO SOUTH 0.1 MI (0.2 KM) ON RUNWAY
 AI5541'16-34, TURN RIGHT AND GO SOUTHWEST APPROXIMATELY 50 M (164.0 FT)
 AI5541'ACROSS THE GRASS INFIELD TO THE STATION AHEAD.
 AI5541'THE STATION IS A BRONZE NGS HORIZONTAL CONTROL STATION DISK STAMPED
 AI5541'--2B4 C 1999-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER 1.2 M (3.9
 AI5541'FT) DEEP CONCRETE POST RECESSED 5 CM BELOW GROUND.  THE STATION IS
 AI5541'76.20 M (250.00 FT) SOUTH 87 DEGREES WEST OF SOUTH END OF RUNWAY LIGHT
 AI5541'FOR RUNWAY 34, 67.82 M (222.51 FT) EAST OF THE THIRD RUNWAY LIGHT
 AI5541'SOUTH OF THE JUNCTION OF RUNWAYS 04-22 AND 16-34, 65.84 M (216.01 FT)
 AI5541'SOUTH 50 DEGREES EAST OF THE CENTERLINE OF RUNWAUNY 04, 53.34 M
 AI5541'(175.00 FT) SOUTH 35 DEGREES EAST OF THE SECOND RUNWAY LIGHT SOUTH OF
 AI5541'THE JUNCTION OF RUNWAY 04-22 WITH 16-34, AND 43.31 M (142.09 FT) NORTH
 AI5541'35 DEGREES WEST OF AN ORANGE FIBERGLASS WITNESS POST.  THIS STATION IS
 AI5541'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3133 ***********************************************************************
 LW3133  DESIGNATION -  3 A
 LW3133  PID         -  LW3133
 LW3133  STATE/COUNTY-  RI/WASHINGTON
 LW3133  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3133
 LW3133                         *CURRENT SURVEY CONTROL
 LW3133  ___________________________________________________________________
 LW3133* NAD 83(1996)-  41 09 30.91114(N)    071 32 54.77708(W)     ADJUSTED  
 LW3133* NAVD 88     -        41.77   (+/-2cm)     137.0    (feet)  VERTCON   
 LW3133  ___________________________________________________________________
 LW3133  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 LW3133  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 LW3133
 LW3133  HORZ ORDER  -  SECOND
 LW3133  VERT ORDER  -  THIRD ? (See Below)
 LW3133
 LW3133.The horizontal coordinates were established by classical geodetic methods
 LW3133.and adjusted by the National Geodetic Survey in August 1998..
 LW3133
 LW3133.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3133.The vertical order pertains to the NGVD 29 superseded value.
 LW3133
 LW3133.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3133
 LW3133.The geoid height was determined by GEOID03.
 LW3133
 LW3133;                    North         East     Units Scale Factor Converg.
 LW3133;SPC RI       -     8,358.410    95,925.137   MT  0.99999395   -0 01 55.0
 LW3133;SPC RI       -    27,422.55    314,714.39   sFT  0.99999395   -0 01 55.0
 LW3133;UTM  19      - 4,559,492.943   286,168.111   MT  1.00016277   -1 40 40.6
 LW3133
 LW3133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3133!SPC RI       -   0.99999827  x   0.99999395  =   0.99999222
 LW3133!UTM  19      -   0.99999827  x   1.00016277  =   1.00016104
 LW3133
 LW3133                          SUPERSEDED SURVEY CONTROL
 LW3133
 LW3133  NAD 83(1996)-  41 09 30.90935(N)    071 32 54.77584(W) AD(       ) 2
 LW3133  NAD 83(1992)-  41 09 30.90921(N)    071 32 54.77582(W) AD(       ) 2
 LW3133  NAD 83(1992)-  41 09 30.90807(N)    071 32 54.77615(W) AD(       ) 2
 LW3133  NAD 83(1986)-  41 09 30.90860(N)    071 32 54.77426(W) AD(       ) 2
 LW3133  NAD 83(1986)-  41 09 30.90567(N)    071 32 54.77242(W) AD(       ) 2
 LW3133  NAD 27      -  41 09 30.53900(N)    071 32 56.57600(W) AD(       ) 2
 LW3133  NGVD 29 (07/19/86)   42.05   (m)          138.0    (f) LEVELING    3  
 LW3133
 LW3133.Superseded values are not recommended for survey control.
 LW3133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3133.See file dsdata.txt to determine how the superseded data were derived.
 LW3133
 LW3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8616859493(NAD 83)
 LW3133_MARKER: B = BOLT
 LW3133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3133_SP_SET: CONCRETE POST
 LW3133_STAMPING: USED 1943
 LW3133_MARK LOGO: USE   
 LW3133_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3133+STABILITY: SURFACE MOTION
 LW3133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3133+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1990
 LW3133
 LW3133  HISTORY     - Date     Condition        Report By
 LW3133  HISTORY     - 1943     MONUMENTED       USE
 LW3133  HISTORY     - 1943     GOOD             USE
 LW3133  HISTORY     - 19900604 GOOD             RIGS
 LW3133
 LW3133                          STATION DESCRIPTION
 LW3133
 LW3133'DESCRIBED BY US ENGINEERS 1943
 LW3133'STATION TURTLE IS ABOUT 1/2 MI. N-NE OF BLOCK ISLAND SOUTHEAST
 LW3133'LIGHTHOUSE, ON TURTLE HILL, 95.5 FT. S OF THE SE CORNER OF A FIRE
 LW3133'CONTROL BUILDING, 22 FT. E OF A STONE FENCE T-INTERSECTION, 5
 LW3133'FT. N OF A STONE FENCE, AND 4.8 FT. E OF THE PROJECTED PLANE OF
 LW3133'THE E WALL OF THE SAID BUILDING.  SURFACE STATION MARK IS A
 LW3133'STANDARD STATION DISK, STAMPED TURTLE 1943 AND PROJECTING ABOUT
 LW3133'2 IN. ABOVE GROUND.
 LW3133'
 LW3133'3A (U.S.E.) IS 38.5 FT. S-SE OF THE SW CORNER AND 7.7 FT. E OF
 LW3133'THE PROJECTED PLANE OF THE W WALL OF THE SAID BUILDING.  IT IS
 LW3133'A COPPER BOLT SET IN A CONCRETE POST WHICH BEARS THE IMPRESSED
 LW3133'LETTERING USED 1943 AND WHICH IS LIABLE TO DESTRUCTION BY REASON
 LW3133'OF EXCAVATION WHICH HAS LEFT IT IN A SMALL MOUND.
 LW3133
 LW3133                          STATION RECOVERY (1943)
 LW3133
 LW3133'RECOVERY NOTE BY US ENGINEERS 1943
 LW3133'RECOVERED IN GOOD CONDITION.
 LW3133
 LW3133                          STATION RECOVERY (1990)
 LW3133
 LW3133'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW3133'THE STATION IS ON BLOCK ISLAND ABOUT .8 KM (0.50 MI) NORTH NORTHEAST
 LW3133'OF SOUTHEAST LIGHTHOUSE, ON TURTLE HILL, AND SOUTH OF A DISTINCT FIRE
 LW3133'CONTROL BUILDING WHICH IS NOW PART OF A RESIDENCE.
 LW3133'TO REACH FROM THE ENTRANCE TO SOUTHEAST LIGHTHOUSE, GO NORTH ON
 LW3133'SOUTHEAST ROAD FOR 0.65 KM (0.40 MI) TO A DIRT DRIVEWAY (WHICH IS JUST
 LW3133'SOUTH OF NET+T CO POLE 47) ON THE RIGHT, TURN RIGHT AND GO EAST ON
 LW3133'DIRT DRIVE 0.15 KM (0.10 MI) TO THE TOP OF THE HILL AND THE STATION.
 LW3133'THE MARK, A COPPER BOLT, IS 21.76 M (71.4 FT) NORTHWEST OF STATION
 LW3133'TURTLE, 11.73 M (38.5 FT) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF
 LW3133'THE ORIGINAL FIRE CONTROL BUILDING, 2.35 M (7.7 FT) EAST OF THE
 LW3133'PROJECTED WEST WALL OF THE BUILDING, AND IS SET INTO A CONCRETE POST
 LW3133'WHICH BEARS THE IMPRESSED LETTERS USED 1943. THE POST PROJECTS ABOUT
 LW3133'A HALF FOOT ABOVE THE SMALL MOUND ON WHICH THE STATION IS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0934 ***********************************************************************
 LW0934  DESIGNATION -  3 A USE
 LW0934  PID         -  LW0934
 LW0934  STATE/COUNTY-  RI/NEWPORT
 LW0934  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0934
 LW0934                         *CURRENT SURVEY CONTROL
 LW0934  ___________________________________________________________________
 LW0934* NAD 83(1986)-  41 09 30.     (N)    071 32 54.     (W)     SCALED    
 LW0934* LOCAL TIDAL -        42.051  (meters)     137.96   (feet)  ADJ UNCH  
 LW0934  ___________________________________________________________________
 LW0934  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 LW0934
 LW0934  VERT ORDER  -  SECOND    CLASS 0
 LW0934
 LW0934.The horizontal coordinates were scaled from a topographic map and have
 LW0934.an estimated accuracy of +/- 6 seconds.
 LW0934
 LW0934.The orthometric height was key entered from printed documents
 LW0934.and not key verified.
 LW0934
 LW0934.The geoid height was determined by GEOID03.
 LW0934
 LW0934;                    North         East    Units  Estimated Accuracy
 LW0934;SPC RI       -     8,330.       95,940.      MT  (+/- 180 meters Scaled)
 LW0934
 LW0934                          SUPERSEDED SURVEY CONTROL
 LW0934
 LW0934.No superseded survey control is available for this station.
 LW0934
 LW0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF861594(NAD 83)
 LW0934_MARKER: Z = SEE DESCRIPTION
 LW0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0934_STAMPING: USED 1943
 LW0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0934+STABILITY: SURFACE MOTION
 LW0934
 LW0934  HISTORY     - Date     Condition        Report By
 LW0934  HISTORY     - 1943     MONUMENTED       DOD
 LW0934  HISTORY     - 1943     GOOD             NGS
 LW0934
 LW0934                          STATION DESCRIPTION
 LW0934
 LW0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0934'AT BLOCK ISLAND.
 LW0934'ON BLOCK ISLAND, NEWPORT COUNTY, ABOUT 1/2 MILE NORTH-NORTHEAST
 LW0934'OF BLOCK ISLAND SOUTHEAST LIGHTHOUSE, ON TURTLE HILL, 71.40 FEET
 LW0934'NORTHWEST OF TRIANGULATION STATION TURTLE DESCRIBED ABOVE, 38.5
 LW0934'FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FIRE-CONTROL
 LW0934'BUILDING, AND 7.7 FEET EAST OF THE PROJECTED PLANE OF THE WEST
 LW0934'WALL OF THE BUILDING.  A COPPER PLUG, SET IN THE TOP OF A CONCRETE
 LW0934'POST NEAR THE INSCRIBED LETTERS USED 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0248 ***********************************************************************
 LW0248  DESIGNATION -  3 B USE
 LW0248  PID         -  LW0248
 LW0248  STATE/COUNTY-  RI/NEWPORT
 LW0248  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0248
 LW0248                         *CURRENT SURVEY CONTROL
 LW0248  ___________________________________________________________________
 LW0248* NAD 83(1986)-  41 35 31.     (N)    071 17 03.     (W)     SCALED    
 LW0248* NAVD 88     -         4.008  (meters)      13.15   (feet)  ADJUSTED  
 LW0248  ___________________________________________________________________
 LW0248  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW0248  DYNAMIC HT  -           4.007 (meters)      13.15  (feet)  COMP
 LW0248  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 LW0248
 LW0248  VERT ORDER  -  SECOND    CLASS 0
 LW0248
 LW0248.The horizontal coordinates were scaled from a topographic map and have
 LW0248.an estimated accuracy of +/- 6 seconds.
 LW0248
 LW0248.The orthometric height was determined by differential leveling
 LW0248.and adjusted by the National Geodetic Survey in June 1991..
 LW0248
 LW0248.The geoid height was determined by GEOID03.
 LW0248
 LW0248.The dynamic height is computed by dividing the NAVD 88
 LW0248.geopotential number by the normal gravity value computed on the
 LW0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0248.degrees latitude (g = 980.6199 gals.).
 LW0248
 LW0248.The modeled gravity was interpolated from observed gravity values.
 LW0248
 LW0248;                    North         East    Units  Estimated Accuracy
 LW0248;SPC RI       -    56,510.      118,000.      MT  (+/- 180 meters Scaled)
 LW0248
 LW0248                          SUPERSEDED SURVEY CONTROL
 LW0248
 LW0248  NGVD 29 (??/??/92)    4.273  (m)           14.02   (f) ADJ UNCH    2 0
 LW0248
 LW0248.Superseded values are not recommended for survey control.
 LW0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0248.See file dsdata.txt to determine how the superseded data were derived.
 LW0248
 LW0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG096069(NAD 83)
 LW0248_MARKER: B = BOLT
 LW0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0248_SP_SET: STORAGE TANK TOP
 LW0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0248
 LW0248  HISTORY     - Date     Condition        Report By
 LW0248  HISTORY     - UNK      MONUMENTED       DOD
 LW0248  HISTORY     - 1969     GOOD             NGS
 LW0248  HISTORY     - 20051026 MARK NOT FOUND   USPSQD
 LW0248
 LW0248                          STATION DESCRIPTION
 LW0248
 LW0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0248'AT MELVILLE NAVAL BASE.
 LW0248'AT THE MELVILLE NAVAL BASE, NEWPORT, RHODE ISLAND, MELVILLE
 LW0248'AREA NO. 1, SET IN THE TOP AND AT THE SOUTH CORNER OF THE CONCRETE
 LW0248'TOP FOR FUEL STORAGE TANK WHICH IS 58-BY-24 FEET AND PROJECTS
 LW0248'4 FEET ABOVE THE LEVEL OF THE GROUND, 38.5 FEET EAST OF THE SOUTH
 LW0248'CORNER OF BUILDING NO. 46 (POWER HOUSE), 0.15 MILE SOUTHWEST
 LW0248'ALONG A DIM ROAD FROM THE CROSSING OF THE PENN CENTRAL RAILROAD
 LW0248'AND 4 FEET ABOVE THE LEVEL OF THE GROUND.
 LW0248
 LW0248                          STATION RECOVERY (2005)
 LW0248
 LW0248'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0248'TH1S AREA IS NO LONGER USED BY THE NAVY AND HAS BEEN EXTENSIVELY
 LW0248'REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0818 ***********************************************************************
 LW0818  DESIGNATION -  3 M
 LW0818  PID         -  LW0818
 LW0818  STATE/COUNTY-  RI/WASHINGTON
 LW0818  USGS QUAD   -  WATCH HILL (1984)
 LW0818
 LW0818                         *CURRENT SURVEY CONTROL
 LW0818  ___________________________________________________________________
 LW0818* NAD 83(1986)-  41 20 31.     (N)    071 46 06.     (W)     SCALED    
 LW0818* NAVD 88     -         9.158  (meters)      30.05   (feet)  ADJUSTED  
 LW0818  ___________________________________________________________________
 LW0818  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW0818  DYNAMIC HT  -           9.155 (meters)      30.04  (feet)  COMP
 LW0818  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 LW0818
 LW0818  VERT ORDER  -  SECOND    CLASS 0
 LW0818
 LW0818.The horizontal coordinates were scaled from a topographic map and have
 LW0818.an estimated accuracy of +/- 6 seconds.
 LW0818
 LW0818.The orthometric height was determined by differential leveling
 LW0818.and adjusted by the National Geodetic Survey in June 1991..
 LW0818
 LW0818.The geoid height was determined by GEOID03.
 LW0818
 LW0818.The dynamic height is computed by dividing the NAVD 88
 LW0818.geopotential number by the normal gravity value computed on the
 LW0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0818.degrees latitude (g = 980.6199 gals.).
 LW0818
 LW0818.The modeled gravity was interpolated from observed gravity values.
 LW0818
 LW0818;                    North         East    Units  Estimated Accuracy
 LW0818;SPC RI       -    28,760.       77,540.      MT  (+/- 180 meters Scaled)
 LW0818
 LW0818                          SUPERSEDED SURVEY CONTROL
 LW0818
 LW0818  NGVD 29 (??/??/92)    9.446  (m)           30.99   (f) ADJ UNCH    2 0
 LW0818
 LW0818.Superseded values are not recommended for survey control.
 LW0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0818.See file dsdata.txt to determine how the superseded data were derived.
 LW0818
 LW0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF683804(NAD 83)
 LW0818_MARKER: DD = SURVEY DISK
 LW0818_SETTING: 66 = SET IN ROCK OUTCROP
 LW0818_SP_SET: ROCK OUTCROP
 LW0818_STAMPING: 3 M 1941 31
 LW0818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0818+STABILITY: POSITION/ELEVATION WELL
 LW0818
 LW0818  HISTORY     - Date     Condition        Report By
 LW0818  HISTORY     - 1941     MONUMENTED       USGS
 LW0818  HISTORY     - 1969     GOOD             NGS
 LW0818  HISTORY     - 1984     GOOD             USPSQD
 LW0818  HISTORY     - 1988     GOOD             USPSQD
 LW0818  HISTORY     - 1990     GOOD             USPSQD
 LW0818
 LW0818                          STATION DESCRIPTION
 LW0818
 LW0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0818'4.8 MI SE FROM WESTERLY.
 LW0818'ABOUT 4.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE
 LW0818'INTERSECTION OF MAIN AND BROAD STREET AT WESTERLY, THENCE 0.65
 LW0818'MILE SOUTH ALONG OLD SHORE ROAD, AT THE INTERSECTION OF STATE
 LW0818'HIGHWAY 1A AND OLD SHORE ROAD, SET IN THE TOP OF A 4-FOOT
 LW0818'LONG-1 FOOT WIDE EXPOSED OUTCROP WHICH IS FLUSH WITH THE GROUND,
 LW0818'110 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 95 FEET SOUTH
 LW0818'OF THE CENTER LINE OF STATE HIGHWAY 1A, 3 FEET SOUTH OF A STONE
 LW0818'FENCE AND 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- MARK
 LW0818'MAY BE REACHED BY GOING 5.1 MILES NORTHEAST ALONG STATE HIGHWAY
 LW0818'1A FROM THE JUNCTION OF WESTERLY ROAD AT WATCH HILL.
 LW0818
 LW0818                          STATION RECOVERY (1984)
 LW0818
 LW0818'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0818'RECOVERED IN GOOD CONDITION.
 LW0818
 LW0818                          STATION RECOVERY (1988)
 LW0818
 LW0818'RECOVERY NOTE BY US POWER SQUADRON 1988 (BAM)
 LW0818'RECOVERED IN GOOD CONDITION.
 LW0818
 LW0818                          STATION RECOVERY (1990)
 LW0818
 LW0818'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5634 ***********************************************************************
 LW5634  DESIGNATION -  303
 LW5634  PID         -  LW5634
 LW5634  STATE/COUNTY-  RI/WASHINGTON
 LW5634  USGS QUAD   -  KINGSTON (1975)
 LW5634
 LW5634                         *CURRENT SURVEY CONTROL
 LW5634  ___________________________________________________________________
 LW5634* NAD 83(1986)-  41 23 59.     (N)    071 33 48.     (W)     SCALED    
 LW5634* NAVD 88     -        26.308  (meters)      86.31   (feet)  ADJUSTED  
 LW5634  ___________________________________________________________________
 LW5634  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW5634  DYNAMIC HT  -          26.299 (meters)      86.28  (feet)  COMP
 LW5634  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 LW5634
 LW5634  VERT ORDER  -  SECOND    CLASS II
 LW5634
 LW5634.The horizontal coordinates were scaled from a topographic map and have
 LW5634.an estimated accuracy of +/- 6 seconds.
 LW5634
 LW5634.The orthometric height was determined by differential leveling
 LW5634.and adjusted by the National Geodetic Survey in April 1995..
 LW5634
 LW5634.The geoid height was determined by GEOID03.
 LW5634
 LW5634.The dynamic height is computed by dividing the NAVD 88
 LW5634.geopotential number by the normal gravity value computed on the
 LW5634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5634.degrees latitude (g = 980.6199 gals.).
 LW5634
 LW5634.The modeled gravity was interpolated from observed gravity values.
 LW5634
 LW5634;                    North         East    Units  Estimated Accuracy
 LW5634;SPC RI       -    35,140.       94,700.      MT  (+/- 180 meters Scaled)
 LW5634
 LW5634                          SUPERSEDED SURVEY CONTROL
 LW5634
 LW5634.No superseded survey control is available for this station.
 LW5634
 LW5634_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF857863(NAD 83)
 LW5634_MARKER: DD = SURVEY DISK
 LW5634_SETTING: 80 = SET IN A BOULDER
 LW5634_SP_SET: IN DRILL HOLE IN A BOULDER
 LW5634_STAMPING: 303
 LW5634_MARK LOGO: RIBPR 
 LW5634_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5634+STABILITY: SURFACE MOTION
 LW5634
 LW5634  HISTORY     - Date     Condition        Report By
 LW5634  HISTORY     - 1940     MONUMENTED       RIBPR
 LW5634  HISTORY     - 19860606 GOOD             RIGS
 LW5634
 LW5634                          STATION DESCRIPTION
 LW5634
 LW5634'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5634'THE STATION IS LOCATED IN PERRYVILLE CENTER.  OWNERSHIP--STATE RIGHT
 LW5634'OF WAY.  TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE
 LW5634'110 AND OLD POST ROAD, GO WEST FOR 45.7 M (149.9 FT) ON OLD POST ROAD
 LW5634'TO THE STATION ON THE RIGHT.  THE STATION IS SET INTO THE SOUTH END
 LW5634'OF A 6 FT BY 9 FT BOULDER THAT PROJECTS 2 FT ABOVE THE GROUND AND IS
 LW5634'2 FT ABOVE THE LEVEL OF OLD POST ROAD.  IT IS 11.28 M (37.0 FT) NORTH
 LW5634'NORTHEAST FROM THE CENTERLINE OF OLD POST ROAD, 11.28 M (37.0 FT)
 LW5634'NORTHWEST FROM THE CENTER OF A ROUND SANITARY MANHOLE COVER, 18.59 M
 LW5634'(61.0 FT) EAST FROM NET+T UTILITY POLE 1391.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5633 ***********************************************************************
 LW5633  DESIGNATION -  304
 LW5633  PID         -  LW5633
 LW5633  STATE/COUNTY-  RI/WASHINGTON
 LW5633  USGS QUAD   -  KINGSTON (1975)
 LW5633
 LW5633                         *CURRENT SURVEY CONTROL
 LW5633  ___________________________________________________________________
 LW5633* NAD 83(1986)-  41 24 02.     (N)    071 34 53.     (W)     SCALED    
 LW5633* NAVD 88     -        42.267  (meters)     138.67   (feet)  ADJUSTED  
 LW5633  ___________________________________________________________________
 LW5633  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW5633  DYNAMIC HT  -          42.253 (meters)     138.63  (feet)  COMP
 LW5633  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 LW5633
 LW5633  VERT ORDER  -  SECOND    CLASS II
 LW5633
 LW5633.The horizontal coordinates were scaled from a topographic map and have
 LW5633.an estimated accuracy of +/- 6 seconds.
 LW5633
 LW5633.The orthometric height was determined by differential leveling
 LW5633.and adjusted by the National Geodetic Survey in April 1995..
 LW5633
 LW5633.The geoid height was determined by GEOID03.
 LW5633
 LW5633.The dynamic height is computed by dividing the NAVD 88
 LW5633.geopotential number by the normal gravity value computed on the
 LW5633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5633.degrees latitude (g = 980.6199 gals.).
 LW5633
 LW5633.The modeled gravity was interpolated from observed gravity values.
 LW5633
 LW5633;                    North         East    Units  Estimated Accuracy
 LW5633;SPC RI       -    35,230.       93,190.      MT  (+/- 180 meters Scaled)
 LW5633
 LW5633                          SUPERSEDED SURVEY CONTROL
 LW5633
 LW5633.No superseded survey control is available for this station.
 LW5633
 LW5633_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF842864(NAD 83)
 LW5633_MARKER: DD = SURVEY DISK
 LW5633_SETTING: 80 = SET IN A BOULDER
 LW5633_SP_SET: BOULDER
 LW5633_STAMPING: 304
 LW5633_MARK LOGO: RIBPR 
 LW5633_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5633+STABILITY: SURFACE MOTION
 LW5633
 LW5633  HISTORY     - Date     Condition        Report By
 LW5633  HISTORY     - UNK      MONUMENTED       RIBPR
 LW5633  HISTORY     - 19860606 GOOD             RIGS
 LW5633
 LW5633                          STATION DESCRIPTION
 LW5633
 LW5633'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5633'THE STATION IS LOCATED ABOUT 1.50 KM (0.95 MI) WEST OF PERRYVILLE
 LW5633'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE
 LW5633'INTERSECTION OF STATE ROUTE 110 AND OLD POST ROAD, GO WEST FOR 1.5 KM
 LW5633'(0.95 MI) ON OLD POST ROAD TO THE STATION ON THE RIGHT.  THE STATION
 LW5633'IS SET INTO THE TOP OF A 3 FT BY 7 FT BOULDER WHICH IS LEVEL WITH THE
 LW5633'GROUND AND 5 FEET ABOVE THE LEVEL OF OLD POST ROAD.  IT IS 16.61 M
 LW5633'(54.5 FT) NORTH NORTHEAST FROM NET+T UTILITY POLE 1438, 9.79 M (32.1
 LW5633'FT) NORTH FROM THE CENTERLINE OF OLD POST ROAD, 1.46 M (4.8 FT)
 LW5633'NORTHWEST FROM A RHODE ISLAND HIGHWAY BOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0904 ***********************************************************************
 LW0904  DESIGNATION -  306
 LW0904  PID         -  LW0904
 LW0904  STATE/COUNTY-  RI/WASHINGTON
 LW0904  USGS QUAD   -  KINGSTON (1975)
 LW0904
 LW0904                         *CURRENT SURVEY CONTROL
 LW0904  ___________________________________________________________________
 LW0904* NAD 83(1986)-  41 23 31.     (N)    071 36 48.     (W)     SCALED    
 LW0904* NAVD 88     -        15.212  (meters)      49.91   (feet)  ADJUSTED  
 LW0904  ___________________________________________________________________
 LW0904  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW0904  DYNAMIC HT  -          15.207 (meters)      49.89  (feet)  COMP
 LW0904  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 LW0904
 LW0904  VERT ORDER  -  SECOND    CLASS 0
 LW0904
 LW0904.The horizontal coordinates were scaled from a topographic map and have
 LW0904.an estimated accuracy of +/- 6 seconds.
 LW0904
 LW0904.The orthometric height was determined by differential leveling
 LW0904.and adjusted by the National Geodetic Survey in June 1991..
 LW0904
 LW0904.The geoid height was determined by GEOID03.
 LW0904
 LW0904.The dynamic height is computed by dividing the NAVD 88
 LW0904.geopotential number by the normal gravity value computed on the
 LW0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0904.degrees latitude (g = 980.6199 gals.).
 LW0904
 LW0904.The modeled gravity was interpolated from observed gravity values.
 LW0904
 LW0904;                    North         East    Units  Estimated Accuracy
 LW0904;SPC RI       -    34,280.       90,520.      MT  (+/- 180 meters Scaled)
 LW0904
 LW0904                          SUPERSEDED SURVEY CONTROL
 LW0904
 LW0904  NGVD 29 (??/??/92)   15.492  (m)           50.83   (f) ADJ UNCH    2 0
 LW0904
 LW0904.Superseded values are not recommended for survey control.
 LW0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0904.See file dsdata.txt to determine how the superseded data were derived.
 LW0904
 LW0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF815855(NAD 83)
 LW0904_MARKER: DD = SURVEY DISK
 LW0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0904_SP_SET: CONCRETE POST
 LW0904_STAMPING: 306
 LW0904_MARK LOGO: RIBPR 
 LW0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0904+STABILITY: SURFACE MOTION
 LW0904
 LW0904  HISTORY     - Date     Condition        Report By
 LW0904  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0904  HISTORY     - 1969     GOOD             NGS
 LW0904  HISTORY     - 19860606 MARK NOT FOUND   RIGS
 LW0904  HISTORY     - 1990     GOOD             USPSQD
 LW0904
 LW0904                          STATION DESCRIPTION
 LW0904
 LW0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0904'1.8 MI E FROM CHARLESTOWN.
 LW0904'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 1A FROM THE INTERSECTION
 LW0904'OF CROSS MILLS ROAD AT CHARLESTOWN, 0.45 MILE WEST OF THE
 LW0904'JUNCTION OF GREEN HILL ROAD LEADING SOUTH, 27 FEET SOUTH OF THE
 LW0904'CENTER LINE OF THE HIGHWAY, 85 FEET SOUTHWEST OF AND ACROSS THE
 LW0904'HIGHWAY FROM POWER LINE POLE 1524, 51 FEET EAST OF THE CENTER
 LW0904'LINE OF A DRIVEWAY, 10 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 LW0904'A ROCK FENCE, 6 FEET NORTH OF THE NORTH SIDE OF A ROCK FENCE, 1.5
 LW0904'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 LW0904'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0904
 LW0904                          STATION RECOVERY (1986)
 LW0904
 LW0904'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0904'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 1A FROM THE INTERSECTION OF
 LW0904'CROSS MILLS ROAD AT CHARLESTOWN, 0.45 MILE WEST OF THE JUNCTION OF
 LW0904'GREEN HILL ROAD LEADING SOUTH, 27 FEET SOUTH OF THE CENTER LINE OF
 LW0904'THE HIGHWAY, 85 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM POWER
 LW0904'LINE POLE 1524, 51 FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 10
 LW0904'FEET NORTHWEST OF THE NORTHEAST CORNER OF A ROCK FENCE, 6 FEET NORTH
 LW0904'OF THE NORTH SIDE OF A ROCK FENCE, 1.5 FEET NORTH OF A METAL WITNESS
 LW0904'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW0904'POST FLUSH WITH THE GROUND.
 LW0904
 LW0904                          STATION RECOVERY (1990)
 LW0904
 LW0904'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0988 ***********************************************************************
 LW0988  DESIGNATION -  308
 LW0988  PID         -  LW0988
 LW0988  STATE/COUNTY-  RI/WASHINGTON
 LW0988  USGS QUAD   -  CAROLINA (1970)
 LW0988
 LW0988                         *CURRENT SURVEY CONTROL
 LW0988  ___________________________________________________________________
 LW0988* NAD 83(1986)-  41 23 00.     (N)    071 38 33.     (W)     SCALED    
 LW0988* NAVD 88     -         6.175  (meters)      20.26   (feet)  ADJUSTED  
 LW0988  ___________________________________________________________________
 LW0988  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LW0988  DYNAMIC HT  -           6.172 (meters)      20.25  (feet)  COMP
 LW0988  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 LW0988
 LW0988  VERT ORDER  -  SECOND    CLASS 0
 LW0988
 LW0988.The horizontal coordinates were scaled from a topographic map and have
 LW0988.an estimated accuracy of +/- 6 seconds.
 LW0988
 LW0988.The orthometric height was determined by differential leveling
 LW0988.and adjusted by the National Geodetic Survey in June 1991..
 LW0988
 LW0988.The geoid height was determined by GEOID03.
 LW0988
 LW0988.The dynamic height is computed by dividing the NAVD 88
 LW0988.geopotential number by the normal gravity value computed on the
 LW0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0988.degrees latitude (g = 980.6199 gals.).
 LW0988
 LW0988.The modeled gravity was interpolated from observed gravity values.
 LW0988
 LW0988;                    North         East    Units  Estimated Accuracy
 LW0988;SPC RI       -    33,330.       88,080.      MT  (+/- 180 meters Scaled)
 LW0988
 LW0988                          SUPERSEDED SURVEY CONTROL
 LW0988
 LW0988  NGVD 29 (??/??/92)    6.458  (m)           21.19   (f) ADJ UNCH    2 0
 LW0988
 LW0988.Superseded values are not recommended for survey control.
 LW0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0988.See file dsdata.txt to determine how the superseded data were derived.
 LW0988
 LW0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF790846(NAD 83)
 LW0988_MARKER: DD = SURVEY DISK
 LW0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0988_SP_SET: CONCRETE POST
 LW0988_STAMPING: 308
 LW0988_MARK LOGO: RIBPR 
 LW0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0988+STABILITY: SURFACE MOTION
 LW0988
 LW0988  HISTORY     - Date     Condition        Report By
 LW0988  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0988  HISTORY     - 1969     GOOD             NGS
 LW0988  HISTORY     - 1989     GOOD             USPSQD
 LW0988  HISTORY     - 1990     GOOD             USPSQD
 LW0988  HISTORY     - 19900606 GOOD             RIGS
 LW0988
 LW0988                          STATION DESCRIPTION
 LW0988
 LW0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0988'AT CHARLESTOWN.
 LW0988'AT CHARLESTOWN, ALONG STATE HIGHWAY 1A, ABOUT 0.1 MILE SOUTH
 LW0988'OF U.S. HIGHWAY 1, AT THE JUNCTION OF STATE HIGHWAY 1A AND A
 LW0988'BLACK TOPPED ROAD LEADING NORTH TO U.S. HIGHWAY 1, ACROSS STATE
 LW0988'HIGHWAY 1A FROM THE CROSS MILL GENERAL STORE, 92 FEET NORTHWEST
 LW0988'OF THE CENTER LINE OF THE BLACK TOPPED ROAD, 36 FEET NORTHEAST
 LW0988'OF THE CENTER LINE OF STATE HIGHWAY 1A, 33 FEET WEST OF THE
 LW0988'SOUTHWEST CORNER OF THE NORTHWEST ONE OF FOUR ROCK MASONARY COLUMN
 LW0988'FOR AN OLD BUILDING, 11 FEET WEST OF THE WEST EDGE OF CONCRETE
 LW0988'STEPS LEADING NORTHEAST, 1 FOOT SOUTHWEST OF THE SOUTHWEST SIDE
 LW0988'OF A ROCK WALL, ABOUT LEVEL WITH STATE HIGHWAY 1A AND SET IN THE
 LW0988'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 LW0988'GROUND.
 LW0988
 LW0988                          STATION RECOVERY (1989)
 LW0988
 LW0988'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0988'RECOVERED IN GOOD CONDITION.
 LW0988
 LW0988                          STATION RECOVERY (1990)
 LW0988
 LW0988'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0988'RECOVERED IN GOOD CONDITION.
 LW0988
 LW0988                          STATION RECOVERY (1990)
 LW0988
 LW0988'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0988'AT CHARLESTOWN, ALONG STATE HIGHWAY 1A, ABOUT 0.1 MILE SOUTH OF U.S.
 LW0988'HIGHWAY 1, AT THE JUNCTION OF STATE HIGHWAY 1A AND A BLACK TOPPED
 LW0988'ROAD LEADING NORTH TO U.S. HIGHWAY 1, ACROSS STATE HIGHWAY 1A FROM
 LW0988'THE CROSS MILL GENERAL STORE, 92 FEET NORTHWEST OF THE CENTER LINE OF
 LW0988'THE BLACK TOPPED ROAD, 36 FEET NORTHEAST OF THE CENTER LINE OF STATE
 LW0988'HIGHWAY 1A, 33 FEET WEST OF THE SOUTHWEST CORNER OF THE NORTHWEST ONE
 LW0988'OF FOUR ROCK MASONARY COLUMN FOR AN OLD BUILDING, 11 FEET WEST OF THE
 LW0988'WEST EDGE OF CONCRETE STEPS LEADING NORTHEAST, 1 FOOT SOUTHWEST OF
 LW0988'THE SOUTHWEST SIDE OF A ROCK WALL, ABOUT LEVEL WITH STATE HIGHWAY 1A
 LW0988'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 LW0988'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0383 ***********************************************************************
 LW0383  DESIGNATION -  31
 LW0383  PID         -  LW0383
 LW0383  STATE/COUNTY-  RI/PROVIDENCE
 LW0383  USGS QUAD   -  PAWTUCKET (1975)
 LW0383
 LW0383                         *CURRENT SURVEY CONTROL
 LW0383  ___________________________________________________________________
 LW0383* NAD 83(1986)-  41 52 46.     (N)    071 26 08.     (W)     SCALED    
 LW0383* NAVD 88     -        63.934  (meters)     209.76   (feet)  ADJUSTED  
 LW0383  ___________________________________________________________________
 LW0383  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LW0383  DYNAMIC HT  -          63.915 (meters)     209.69  (feet)  COMP
 LW0383  MODELED GRAV-     980,320.8   (mgal)                       NAVD 88
 LW0383
 LW0383  VERT ORDER  -  SECOND    CLASS 0
 LW0383
 LW0383.The horizontal coordinates were scaled from a topographic map and have
 LW0383.an estimated accuracy of +/- 6 seconds.
 LW0383
 LW0383.The orthometric height was determined by differential leveling
 LW0383.and adjusted by the National Geodetic Survey in June 1991..
 LW0383
 LW0383.The geoid height was determined by GEOID03.
 LW0383
 LW0383.The dynamic height is computed by dividing the NAVD 88
 LW0383.geopotential number by the normal gravity value computed on the
 LW0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0383.degrees latitude (g = 980.6199 gals.).
 LW0383
 LW0383.The modeled gravity was interpolated from observed gravity values.
 LW0383
 LW0383;                    North         East    Units  Estimated Accuracy
 LW0383;SPC RI       -    88,420.      105,350.      MT  (+/- 180 meters Scaled)
 LW0383
 LW0383                          SUPERSEDED SURVEY CONTROL
 LW0383
 LW0383  NGVD 29 (??/??/92)   64.178  (m)          210.56   (f) ADJ UNCH    2 0
 LW0383
 LW0383.Superseded values are not recommended for survey control.
 LW0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0383.See file dsdata.txt to determine how the superseded data were derived.
 LW0383
 LW0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG979392(NAD 83)
 LW0383_MARKER: DD = SURVEY DISK
 LW0383_SETTING: 66 = SET IN ROCK OUTCROP
 LW0383_SP_SET: ROCK LEDGE
 LW0383_STAMPING: 31
 LW0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0383+STABILITY: POSITION/ELEVATION WELL
 LW0383
 LW0383  HISTORY     - Date     Condition        Report By
 LW0383  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0383  HISTORY     - 1969     GOOD             NGS
 LW0383
 LW0383                          STATION DESCRIPTION
 LW0383
 LW0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0383'3.4 MI N FROM PROVIDENCE.
 LW0383'ABOUT 3.25 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0383'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0383'AT PROVIDENCE, THENCE 0.1 MILE WEST ALONG A POWER LINE ABOUT
 LW0383'0.1 MILE WEST OF BENCH MARK W 30 DESCRIBED, ALONG OLD HIGHWAY
 LW0383'146, (CHARLES STREET), ABOUT 100 YARDS NORTH OF A LARGE HOUSE,
 LW0383'SET IN THE TOP OF A ROCK LEDGE WHICH IS 8 FEET LONG-4 FEET WIDE AND
 LW0383'1 FOOT HIGH, PART OF A ROCK CUT WHICH IS 80 YARDS LONG AND 40
 LW0383'FEET HIGH AT THE HIGHEST POINT, 20 FEET EAST OF THE CENTER LINE
 LW0383'OF THE HIGHWAY, (OLD) 15 FEET SOUTH OF POWER LINE POLE 10,
 LW0383'UNDER A POWER LINE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 LW0383'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0997 ***********************************************************************
 LW0997  DESIGNATION -  318
 LW0997  PID         -  LW0997
 LW0997  STATE/COUNTY-  RI/WASHINGTON
 LW0997  USGS QUAD   -  WATCH HILL (1984)
 LW0997
 LW0997                         *CURRENT SURVEY CONTROL
 LW0997  ___________________________________________________________________
 LW0997* NAD 83(1986)-  41 21 15.     (N)    071 47 45.     (W)     SCALED    
 LW0997* NAVD 88     -        15.374  (meters)      50.44   (feet)  ADJUSTED  
 LW0997  ___________________________________________________________________
 LW0997  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW0997  DYNAMIC HT  -          15.369 (meters)      50.42  (feet)  COMP
 LW0997  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 LW0997
 LW0997  VERT ORDER  -  SECOND    CLASS 0
 LW0997
 LW0997.The horizontal coordinates were scaled from a topographic map and have
 LW0997.an estimated accuracy of +/- 6 seconds.
 LW0997
 LW0997.The orthometric height was determined by differential leveling
 LW0997.and adjusted by the National Geodetic Survey in June 1991..
 LW0997
 LW0997.The geoid height was determined by GEOID03.
 LW0997
 LW0997.The dynamic height is computed by dividing the NAVD 88
 LW0997.geopotential number by the normal gravity value computed on the
 LW0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0997.degrees latitude (g = 980.6199 gals.).
 LW0997
 LW0997.The modeled gravity was interpolated from observed gravity values.
 LW0997
 LW0997;                    North         East    Units  Estimated Accuracy
 LW0997;SPC RI       -    30,120.       75,240.      MT  (+/- 180 meters Scaled)
 LW0997
 LW0997                          SUPERSEDED SURVEY CONTROL
 LW0997
 LW0997  NGVD 29 (??/??/92)   15.664  (m)           51.39   (f) ADJ UNCH    2 0
 LW0997
 LW0997.Superseded values are not recommended for survey control.
 LW0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0997.See file dsdata.txt to determine how the superseded data were derived.
 LW0997
 LW0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF661818(NAD 83)
 LW0997_MARKER: DD = SURVEY DISK
 LW0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0997_SP_SET: CONCRETE POST
 LW0997_STAMPING: 318
 LW0997_MARK LOGO: RIBPR 
 LW0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0997+STABILITY: SURFACE MOTION
 LW0997
 LW0997  HISTORY     - Date     Condition        Report By
 LW0997  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0997  HISTORY     - 1969     GOOD             NGS
 LW0997  HISTORY     - 1985     GOOD             USPSQD
 LW0997  HISTORY     - 1987     GOOD             RIGS
 LW0997  HISTORY     - 1990     GOOD             USPSQD
 LW0997
 LW0997                          STATION DESCRIPTION
 LW0997
 LW0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0997'2.7 MI SE FROM WESTERLY.
 LW0997'ABOUT 2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 LW0997'OF MAIN AND BROAD STREET AT WESTERLY, THENCE 0.1 MILE NORTHEAST
 LW0997'ALONG A ROAD THRU THE POST ROAD GROVE ROADSIDE PARK, ALONG
 LW0997'OLD U.S. HIGHWAY 1, 0.15 MILE NORTHWEST OF THE SOUTHEAST JUNCTION
 LW0997'OF THE OLD AND NEW HIGHWAY, NEAR THE SOUTH CORNER OF THE ROCK
 LW0997'FENCE AROUND RHODE ISLAND HISTORICAL CEMETERY NO. 10, 31 FEET
 LW0997'NORTHEAST OF THE CENTER LINE OF OLD HIGHWAY 1, 5 FEET WEST OF THE
 LW0997'SOUTH CORNER OF THE ROCK FENCE AROUND THE CEMETERY, 45 FEET
 LW0997'SOUTH OF THE CENTER OF THE MARTHA CHASE TOMBSTONE, 1 FOOT
 LW0997'NORTHWEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 LW0997'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 LW0997'INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0997
 LW0997                          STATION RECOVERY (1985)
 LW0997
 LW0997'RECOVERY NOTE BY US POWER SQUADRON 1985
 LW0997'RECOVERED IN GOOD CONDITION.
 LW0997
 LW0997                          STATION RECOVERY (1987)
 LW0997
 LW0997'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0997'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING NEW TO REACH.  TO REACH
 LW0997'THE STATION FROM THE JUNCTION OF US 1 AND DUNNS CORNERS BRADFORD ROAD
 LW0997'GO WEST FOR 2.25 KM (1.35 MI) ON US 1, TURN RIGHT AND GO NORTHWEST
 LW0997'FOR .25 KM (.15 MI) ON OLD POST ROAD TO THE MARK ON THE RIGHT.  THE
 LW0997'WITNESS POST IS 1 FOOT EAST OF THE MARK.
 LW0997
 LW0997                          STATION RECOVERY (1990)
 LW0997
 LW0997'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1390 ***********************************************************************
 LW1390  DESIGNATION -  332
 LW1390  PID         -  LW1390
 LW1390  STATE/COUNTY-  RI/WASHINGTON
 LW1390  USGS QUAD   -  SLOCUM (1975)
 LW1390
 LW1390                         *CURRENT SURVEY CONTROL
 LW1390  ___________________________________________________________________
 LW1390* NAD 83(1986)-  41 34 35.     (N)    071 31 40.     (W)     SCALED    
 LW1390* NAVD 88     -        65.421  (meters)     214.64   (feet)  ADJUSTED  
 LW1390  ___________________________________________________________________
 LW1390  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW1390  DYNAMIC HT  -          65.398 (meters)     214.56  (feet)  COMP
 LW1390  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LW1390
 LW1390  VERT ORDER  -  SECOND    CLASS 0
 LW1390
 LW1390.The horizontal coordinates were scaled from a topographic map and have
 LW1390.an estimated accuracy of +/- 6 seconds.
 LW1390
 LW1390.The orthometric height was determined by differential leveling
 LW1390.and adjusted by the National Geodetic Survey in June 1991..
 LW1390
 LW1390.The geoid height was determined by GEOID03.
 LW1390
 LW1390.The dynamic height is computed by dividing the NAVD 88
 LW1390.geopotential number by the normal gravity value computed on the
 LW1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1390.degrees latitude (g = 980.6199 gals.).
 LW1390
 LW1390.The modeled gravity was interpolated from observed gravity values.
 LW1390
 LW1390;                    North         East    Units  Estimated Accuracy
 LW1390;SPC RI       -    54,760.       97,680.      MT  (+/- 180 meters Scaled)
 LW1390
 LW1390                          SUPERSEDED SURVEY CONTROL
 LW1390
 LW1390  NGVD 29 (??/??/92)   65.690  (m)          215.52   (f) ADJ UNCH    2 0
 LW1390
 LW1390.Superseded values are not recommended for survey control.
 LW1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1390.See file dsdata.txt to determine how the superseded data were derived.
 LW1390
 LW1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG892058(NAD 83)
 LW1390_MARKER: DD = SURVEY DISK
 LW1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1390_STAMPING: 332
 LW1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1390+STABILITY: SURFACE MOTION
 LW1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1390+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2005
 LW1390
 LW1390  HISTORY     - Date     Condition        Report By
 LW1390  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1390  HISTORY     - 1969     GOOD             NGS
 LW1390  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 LW1390  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1390  HISTORY     - 1989     GOOD             USPSQD
 LW1390  HISTORY     - 20051016 GOOD             USPSQD
 LW1390
 LW1390                          STATION DESCRIPTION
 LW1390
 LW1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1390'1.6 MI E FROM EXETER.
 LW1390'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1390'HILL BAPTIST CHURCH AT EXETER, ABOUT 0.6 MILE WEST OF THE WEST
 LW1390'JUNCTION OF STATE HIGHWAY 2, NEAR THE JUNCTION OF A DRIVEWAY
 LW1390'LEADING NORTHEAST TO A LARGE BARN, 42 1/2 FEET NORTHEAST OF THE
 LW1390'CENTER LINE OF THE HIGHWAY, 36 FEET NORTHWEST OF POWER LINE POLE
 LW1390'NO. 73 WHICH IS AT THE WEST CORNER OF A LAWN FOR A ONE STORY FRAME
 LW1390'HOUSE, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 6
 LW1390'FEET WEST OF THE NORTHWEST ONE OF TWO SMALL SPRUCE TREES, 1 FOOT
 LW1390'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW1390'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1390
 LW1390                          STATION RECOVERY (1986)
 LW1390
 LW1390'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1390'MARK NOT FOUND.
 LW1390
 LW1390                          STATION RECOVERY (1988)
 LW1390
 LW1390'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1390'MARK NOT FOUND.
 LW1390
 LW1390                          STATION RECOVERY (1989)
 LW1390
 LW1390'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1390'RECOVERED IN GOOD CONDITION.
 LW1390
 LW1390                          STATION RECOVERY (2005)
 LW1390
 LW1390'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLC)
 LW1390'POLE NO. 73 NOT FOUND. SMALL SPRUCE IS NOW 15 INCH DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1391 ***********************************************************************
 LW1391  DESIGNATION -  333
 LW1391  PID         -  LW1391
 LW1391  STATE/COUNTY-  RI/WASHINGTON
 LW1391  USGS QUAD   -  SLOCUM (1975)
 LW1391
 LW1391                         *CURRENT SURVEY CONTROL
 LW1391  ___________________________________________________________________
 LW1391* NAD 83(1986)-  41 34 40.     (N)    071 32 46.     (W)     SCALED    
 LW1391* NAVD 88     -        65.851  (meters)     216.05   (feet)  ADJUSTED  
 LW1391  ___________________________________________________________________
 LW1391  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW1391  DYNAMIC HT  -          65.828 (meters)     215.97  (feet)  COMP
 LW1391  MODELED GRAV-     980,271.3   (mgal)                       NAVD 88
 LW1391
 LW1391  VERT ORDER  -  SECOND    CLASS 0
 LW1391
 LW1391.The horizontal coordinates were scaled from a topographic map and have
 LW1391.an estimated accuracy of +/- 6 seconds.
 LW1391
 LW1391.The orthometric height was determined by differential leveling
 LW1391.and adjusted by the National Geodetic Survey in June 1991..
 LW1391
 LW1391.The geoid height was determined by GEOID03.
 LW1391
 LW1391.The dynamic height is computed by dividing the NAVD 88
 LW1391.geopotential number by the normal gravity value computed on the
 LW1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1391.degrees latitude (g = 980.6199 gals.).
 LW1391
 LW1391.The modeled gravity was interpolated from observed gravity values.
 LW1391
 LW1391;                    North         East    Units  Estimated Accuracy
 LW1391;SPC RI       -    54,910.       96,160.      MT  (+/- 180 meters Scaled)
 LW1391
 LW1391                          SUPERSEDED SURVEY CONTROL
 LW1391
 LW1391  NGVD 29 (??/??/92)   66.118  (m)          216.92   (f) ADJ UNCH    2 0
 LW1391
 LW1391.Superseded values are not recommended for survey control.
 LW1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1391.See file dsdata.txt to determine how the superseded data were derived.
 LW1391
 LW1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG877060(NAD 83)
 LW1391_MARKER: DD = SURVEY DISK
 LW1391_SETTING: 80 = SET IN A BOULDER
 LW1391_SP_SET: BOULDER
 LW1391_STAMPING: 333
 LW1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1391+STABILITY: SURFACE MOTION
 LW1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1391+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2005
 LW1391
 LW1391  HISTORY     - Date     Condition        Report By
 LW1391  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1391  HISTORY     - 1969     GOOD             NGS
 LW1391  HISTORY     - 1986     GOOD             USPSQD
 LW1391  HISTORY     - 1988     GOOD             USPSQD
 LW1391  HISTORY     - 1989     GOOD             USPSQD
 LW1391  HISTORY     - 1990     GOOD             USPSQD
 LW1391  HISTORY     - 19971001 GOOD             USPSQD
 LW1391  HISTORY     - 20051016 GOOD             USPSQD
 LW1391
 LW1391                          STATION DESCRIPTION
 LW1391
 LW1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1391'0.6 MI E FROM EXETER.
 LW1391'ABOUT 0.65 MILE EAST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1391'HILL BAPTIST CHURCH AT EXETER, ABOUT 92 YARDS SOUTHWEST OF AND
 LW1391'ACROSS THE HIGHWAY FROM THE EXETER FIRE STATION, 76 FEET SOUTHWEST
 LW1391'OF THE CENTER OF THE JUNCTION OF A SERVICE ENTRANCE TO THE
 LW1391'EXETER COUNTRY CLUB, SET IN THE TOP OF AN IMBEDDED BOULDER WHICH
 LW1391'IS 5 FEET LONG-4 FEET WIDE AND PROJECTS 1 1/2 FEET ABOVE THE
 LW1391'GROUND, 66 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND
 LW1391'ABOUT LEVEL WITH THE HIGHWAY.
 LW1391
 LW1391                          STATION RECOVERY (1986)
 LW1391
 LW1391'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1391'RECOVERED IN GOOD CONDITION.
 LW1391
 LW1391                          STATION RECOVERY (1988)
 LW1391
 LW1391'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1391'RECOVERED IN GOOD CONDITION.
 LW1391
 LW1391                          STATION RECOVERY (1989)
 LW1391
 LW1391'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1391'RECOVERED IN GOOD CONDITION.
 LW1391
 LW1391                          STATION RECOVERY (1990)
 LW1391
 LW1391'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1391'RECOVERED IN GOOD CONDITION.
 LW1391
 LW1391                          STATION RECOVERY (1997)
 LW1391
 LW1391'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1391'RECOVERED IN GOOD CONDITION.
 LW1391
 LW1391                          STATION RECOVERY (2005)
 LW1391
 LW1391'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLC)
 LW1391'ONLY ABOUT 3 FEET BY 2 FEET OF BOULDER REMAINS ABOVE GROUND, WHICH IS
 LW1391'AT SOUTH EDGE OF PLANTED GRASS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1393 ***********************************************************************
 LW1393  DESIGNATION -  334
 LW1393  PID         -  LW1393
 LW1393  STATE/COUNTY-  RI/WASHINGTON
 LW1393  USGS QUAD   -  SLOCUM (1975)
 LW1393
 LW1393                         *CURRENT SURVEY CONTROL
 LW1393  ___________________________________________________________________
 LW1393* NAD 83(1986)-  41 34 49.     (N)    071 33 48.     (W)     SCALED    
 LW1393* NAVD 88     -        76.234  (meters)     250.11   (feet)  ADJUSTED  
 LW1393  ___________________________________________________________________
 LW1393  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW1393  DYNAMIC HT  -          76.207 (meters)     250.02  (feet)  COMP
 LW1393  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 LW1393
 LW1393  VERT ORDER  -  SECOND    CLASS 0
 LW1393
 LW1393.The horizontal coordinates were scaled from a topographic map and have
 LW1393.an estimated accuracy of +/- 6 seconds.
 LW1393
 LW1393.The orthometric height was determined by differential leveling
 LW1393.and adjusted by the National Geodetic Survey in June 1991..
 LW1393
 LW1393.The geoid height was determined by GEOID03.
 LW1393
 LW1393.The dynamic height is computed by dividing the NAVD 88
 LW1393.geopotential number by the normal gravity value computed on the
 LW1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1393.degrees latitude (g = 980.6199 gals.).
 LW1393
 LW1393.The modeled gravity was interpolated from observed gravity values.
 LW1393
 LW1393;                    North         East    Units  Estimated Accuracy
 LW1393;SPC RI       -    55,190.       94,720.      MT  (+/- 180 meters Scaled)
 LW1393
 LW1393                          SUPERSEDED SURVEY CONTROL
 LW1393
 LW1393  NGVD 29 (??/??/92)   76.499  (m)          250.98   (f) ADJ UNCH    2 0
 LW1393
 LW1393.Superseded values are not recommended for survey control.
 LW1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1393.See file dsdata.txt to determine how the superseded data were derived.
 LW1393
 LW1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG863063(NAD 83)
 LW1393_MARKER: DD = SURVEY DISK
 LW1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1393_STAMPING: 334
 LW1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1393+STABILITY: SURFACE MOTION
 LW1393
 LW1393  HISTORY     - Date     Condition        Report By
 LW1393  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1393  HISTORY     - 1969     GOOD             NGS
 LW1393  HISTORY     - 1986     GOOD             USPSQD
 LW1393  HISTORY     - 1988     GOOD             USPSQD
 LW1393  HISTORY     - 1989     GOOD             USPSQD
 LW1393  HISTORY     - 19901121 GOOD             USPSQD
 LW1393  HISTORY     - 19971001 GOOD             USPSQD
 LW1393
 LW1393                          STATION DESCRIPTION
 LW1393
 LW1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1393'0.2 MI W FROM EXETER.
 LW1393'ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1393'HILL BAPTIST CHURCH AT EXETER, AT THE JUNCTION OF THE WEST ONE
 LW1393'OF TWO DRIVEWAYS LEADING TO A LARGE WHITE FRAME HOUSE, 41.8 FEET
 LW1393'NORTH OF THE CENTER LINE OF THE HIGHWAY, 30.9 FEET NORTHEAST OF
 LW1393'THE NORTHEAST CORNER OF A 4-FOOT SQUARE CATCH BASIN, 12 1/2 FEET
 LW1393'WEST OF THE CENTER LINE OF THE DRIVEWAY, 1.3 FEET SOUTH OF A
 LW1393'STONE FENCE, IN LINE WITH A STONE FENCE LEADING NORTH, 2 FEET
 LW1393'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW1393'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1393
 LW1393                          STATION RECOVERY (1986)
 LW1393
 LW1393'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1393'RECOVERED IN GOOD CONDITION.
 LW1393
 LW1393                          STATION RECOVERY (1988)
 LW1393
 LW1393'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1393'RECOVERED IN GOOD CONDITION.
 LW1393
 LW1393                          STATION RECOVERY (1989)
 LW1393
 LW1393'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1393'RECOVERED IN GOOD CONDITION.
 LW1393
 LW1393                          STATION RECOVERY (1990)
 LW1393
 LW1393'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1393'RECOVERED IN GOOD CONDITION.
 LW1393
 LW1393                          STATION RECOVERY (1997)
 LW1393
 LW1393'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1394 ***********************************************************************
 LW1394  DESIGNATION -  335
 LW1394  PID         -  LW1394
 LW1394  STATE/COUNTY-  RI/WASHINGTON
 LW1394  USGS QUAD   -  SLOCUM (1975)
 LW1394
 LW1394                         *CURRENT SURVEY CONTROL
 LW1394  ___________________________________________________________________
 LW1394* NAD 83(1986)-  41 34 46.     (N)    071 34 44.     (W)     SCALED    
 LW1394* NAVD 88     -        89.124  (meters)     292.40   (feet)  ADJUSTED  
 LW1394  ___________________________________________________________________
 LW1394  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW1394  DYNAMIC HT  -          89.092 (meters)     292.30  (feet)  COMP
 LW1394  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 LW1394
 LW1394  VERT ORDER  -  SECOND    CLASS 0
 LW1394
 LW1394.The horizontal coordinates were scaled from a topographic map and have
 LW1394.an estimated accuracy of +/- 6 seconds.
 LW1394
 LW1394.The orthometric height was determined by differential leveling
 LW1394.and adjusted by the National Geodetic Survey in June 1991..
 LW1394
 LW1394.The geoid height was determined by GEOID03.
 LW1394
 LW1394.The dynamic height is computed by dividing the NAVD 88
 LW1394.geopotential number by the normal gravity value computed on the
 LW1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1394.degrees latitude (g = 980.6199 gals.).
 LW1394
 LW1394.The modeled gravity was interpolated from observed gravity values.
 LW1394
 LW1394;                    North         East    Units  Estimated Accuracy
 LW1394;SPC RI       -    55,100.       93,420.      MT  (+/- 180 meters Scaled)
 LW1394
 LW1394                          SUPERSEDED SURVEY CONTROL
 LW1394
 LW1394  NGVD 29 (??/??/92)   89.387  (m)          293.26   (f) ADJ UNCH    2 0
 LW1394
 LW1394.Superseded values are not recommended for survey control.
 LW1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1394.See file dsdata.txt to determine how the superseded data were derived.
 LW1394
 LW1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG850062(NAD 83)
 LW1394_MARKER: DD = SURVEY DISK
 LW1394_SETTING: 80 = SET IN A BOULDER
 LW1394_SP_SET: BOULDER
 LW1394_STAMPING: 335
 LW1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1394+STABILITY: SURFACE MOTION
 LW1394
 LW1394  HISTORY     - Date     Condition        Report By
 LW1394  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1394  HISTORY     - 1969     GOOD             NGS
 LW1394  HISTORY     - 1986     GOOD             USPSQD
 LW1394  HISTORY     - 1988     GOOD             USPSQD
 LW1394  HISTORY     - 1989     GOOD             USPSQD
 LW1394  HISTORY     - 19901121 GOOD             USPSQD
 LW1394  HISTORY     - 19971001 GOOD             USPSQD
 LW1394
 LW1394                          STATION DESCRIPTION
 LW1394
 LW1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1394'1.1 MI W FROM EXETER.
 LW1394'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1394'HILL BAPTIST CHURCH AT EXETER, ON THE WEST SLOPE OF A HILL,
 LW1394'112 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED
 LW1394'ROAD LEADING NORTH, SET IN THE TOP OF THE HIGHEST POINT OF AN
 LW1394'IMBEDDED BOULDER WHICH IS 4 FEET WIDE AND PROJECTS 2 1/2 FEET
 LW1394'ON THE WEST SIDE, 35 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 LW1394'HIGHWAY, 19 FEET SOUTHWEST OF POWER LINE POLE 118, 2 FEET ABOVE
 LW1394'THE LEVEL OF THE HIGHWAY.
 LW1394
 LW1394                          STATION RECOVERY (1986)
 LW1394
 LW1394'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1394'RECOVERED IN GOOD CONDITION.
 LW1394
 LW1394                          STATION RECOVERY (1988)
 LW1394
 LW1394'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1394'RECOVERED IN GOOD CONDITION.
 LW1394
 LW1394                          STATION RECOVERY (1989)
 LW1394
 LW1394'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1394'RECOVERED IN GOOD CONDITION.
 LW1394
 LW1394                          STATION RECOVERY (1990)
 LW1394
 LW1394'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1394'RECOVERED IN GOOD CONDITION.
 LW1394
 LW1394                          STATION RECOVERY (1997)
 LW1394
 LW1394'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1398 ***********************************************************************
 LW1398  DESIGNATION -  336
 LW1398  PID         -  LW1398
 LW1398  STATE/COUNTY-  RI/WASHINGTON
 LW1398  USGS QUAD   -  SLOCUM (1975)
 LW1398
 LW1398                         *CURRENT SURVEY CONTROL
 LW1398  ___________________________________________________________________
 LW1398* NAD 83(1986)-  41 34 46.     (N)    071 35 50.     (W)     SCALED    
 LW1398* NAVD 88     -       105.430  (meters)     345.90   (feet)  ADJUSTED  
 LW1398  ___________________________________________________________________
 LW1398  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW1398  DYNAMIC HT  -         105.393 (meters)     345.78  (feet)  COMP
 LW1398  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 LW1398
 LW1398  VERT ORDER  -  SECOND    CLASS 0
 LW1398
 LW1398.The horizontal coordinates were scaled from a topographic map and have
 LW1398.an estimated accuracy of +/- 6 seconds.
 LW1398
 LW1398.The orthometric height was determined by differential leveling
 LW1398.and adjusted by the National Geodetic Survey in June 1991..
 LW1398
 LW1398.The geoid height was determined by GEOID03.
 LW1398
 LW1398.The dynamic height is computed by dividing the NAVD 88
 LW1398.geopotential number by the normal gravity value computed on the
 LW1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1398.degrees latitude (g = 980.6199 gals.).
 LW1398
 LW1398.The modeled gravity was interpolated from observed gravity values.
 LW1398
 LW1398;                    North         East    Units  Estimated Accuracy
 LW1398;SPC RI       -    55,100.       91,890.      MT  (+/- 180 meters Scaled)
 LW1398
 LW1398                          SUPERSEDED SURVEY CONTROL
 LW1398
 LW1398  NGVD 29 (??/??/92)  105.691  (m)          346.75   (f) ADJ UNCH    2 0
 LW1398
 LW1398.Superseded values are not recommended for survey control.
 LW1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1398.See file dsdata.txt to determine how the superseded data were derived.
 LW1398
 LW1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG834063(NAD 83)
 LW1398_MARKER: DD = SURVEY DISK
 LW1398_SETTING: 66 = SET IN ROCK OUTCROP
 LW1398_SP_SET: ROCK LEDGE
 LW1398_STAMPING: 336
 LW1398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1398+STABILITY: POSITION/ELEVATION WELL
 LW1398
 LW1398  HISTORY     - Date     Condition        Report By
 LW1398  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1398  HISTORY     - 1969     GOOD             NGS
 LW1398  HISTORY     - 1986     GOOD             USPSQD
 LW1398  HISTORY     - 1988     GOOD             USPSQD
 LW1398  HISTORY     - 1989     GOOD             USPSQD
 LW1398  HISTORY     - 19901121 GOOD             USPSQD
 LW1398  HISTORY     - 19971001 GOOD             USPSQD
 LW1398
 LW1398                          STATION DESCRIPTION
 LW1398
 LW1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1398'2 MI W FROM EXETER.
 LW1398'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1398'HILL BAPTIST CHURCH AT EXETER, SET ON THE TOP OF A ROCK LEDGE
 LW1398'WHICH IS AT THE BASE OF A ROCK CUT WHICH IS 75 YARDS LONG-AND
 LW1398'25 FEET HIGH AT THE HIGHEST POINT, 20 1/2 FEET SOUTH OF THE
 LW1398'CENTER LINE OF THE HIGHWAY, 69 FEET WEST OF THE EAST END OF THE
 LW1398'CUT, 0.8 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE LEDGE
 LW1398'AND 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1398
 LW1398                          STATION RECOVERY (1986)
 LW1398
 LW1398'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1398'RECOVERED IN GOOD CONDITION.
 LW1398
 LW1398                          STATION RECOVERY (1988)
 LW1398
 LW1398'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1398'RECOVERED IN GOOD CONDITION.
 LW1398
 LW1398                          STATION RECOVERY (1989)
 LW1398
 LW1398'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1398'RECOVERED IN GOOD CONDITION.
 LW1398
 LW1398                          STATION RECOVERY (1990)
 LW1398
 LW1398'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1398'RECOVERED IN GOOD CONDITION.
 LW1398
 LW1398                          STATION RECOVERY (1997)
 LW1398
 LW1398'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1399 ***********************************************************************
 LW1399  DESIGNATION -  337
 LW1399  PID         -  LW1399
 LW1399  STATE/COUNTY-  RI/WASHINGTON
 LW1399  USGS QUAD   -  SLOCUM (1975)
 LW1399
 LW1399                         *CURRENT SURVEY CONTROL
 LW1399  ___________________________________________________________________
 LW1399* NAD 83(1986)-  41 35 01.     (N)    071 36 58.     (W)     SCALED    
 LW1399* NAVD 88     -       130.044  (meters)     426.65   (feet)  ADJUSTED  
 LW1399  ___________________________________________________________________
 LW1399  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LW1399  DYNAMIC HT  -         129.998 (meters)     426.50  (feet)  COMP
 LW1399  MODELED GRAV-     980,267.2   (mgal)                       NAVD 88
 LW1399
 LW1399  VERT ORDER  -  SECOND    CLASS 0
 LW1399
 LW1399.The horizontal coordinates were scaled from a topographic map and have
 LW1399.an estimated accuracy of +/- 6 seconds.
 LW1399
 LW1399.The orthometric height was determined by differential leveling
 LW1399.and adjusted by the National Geodetic Survey in June 1991..
 LW1399
 LW1399.The geoid height was determined by GEOID03.
 LW1399
 LW1399.The dynamic height is computed by dividing the NAVD 88
 LW1399.geopotential number by the normal gravity value computed on the
 LW1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1399.degrees latitude (g = 980.6199 gals.).
 LW1399
 LW1399.The modeled gravity was interpolated from observed gravity values.
 LW1399
 LW1399;                    North         East    Units  Estimated Accuracy
 LW1399;SPC RI       -    55,570.       90,320.      MT  (+/- 180 meters Scaled)
 LW1399
 LW1399                          SUPERSEDED SURVEY CONTROL
 LW1399
 LW1399  NGVD 29 (??/??/92)  130.302  (m)          427.50   (f) ADJ UNCH    2 0
 LW1399
 LW1399.Superseded values are not recommended for survey control.
 LW1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1399.See file dsdata.txt to determine how the superseded data were derived.
 LW1399
 LW1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG819068(NAD 83)
 LW1399_MARKER: DD = SURVEY DISK
 LW1399_SETTING: 66 = SET IN ROCK OUTCROP
 LW1399_SP_SET: ROCK LEDGE
 LW1399_STAMPING: 337
 LW1399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1399+STABILITY: POSITION/ELEVATION WELL
 LW1399
 LW1399  HISTORY     - Date     Condition        Report By
 LW1399  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1399  HISTORY     - 1969     GOOD             NGS
 LW1399  HISTORY     - 1986     GOOD             USPSQD
 LW1399  HISTORY     - 1988     GOOD             USPSQD
 LW1399  HISTORY     - 1989     GOOD             USPSQD
 LW1399  HISTORY     - 19901121 GOOD             USPSQD
 LW1399  HISTORY     - 19971001 GOOD             USPSQD
 LW1399
 LW1399                          STATION DESCRIPTION
 LW1399
 LW1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1399'3.1 MI W FROM EXETER.
 LW1399'ABOUT 3.1 MILES WEST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1399'HILL BAPTIST CHURCH AT EXETER, ABOUT 0.25 MILE EAST OF THE
 LW1399'JUNCTION OF A DRIVE LEADING SOUTH TO THE WAWALOAM SCHOOL, NEAR
 LW1399'THE SUMMIT OF A SMALL HILL, SET IN THE TOP OF A ROCK LEDGE WITH
 LW1399'THE EXPOSED PORTION BEING 4 FEET LONG AND 1 FOOT HIGH AND IS
 LW1399'PART OF A CUT, 23.2 FEET NORTHEAST OF THE CENTER LINE OF THE
 LW1399'HIGHWAY, 0.6 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK
 LW1399'AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1399
 LW1399                          STATION RECOVERY (1986)
 LW1399
 LW1399'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1399'RECOVERED IN GOOD CONDITION.
 LW1399
 LW1399                          STATION RECOVERY (1988)
 LW1399
 LW1399'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1399'RECOVERED IN GOOD CONDITION.
 LW1399
 LW1399                          STATION RECOVERY (1989)
 LW1399
 LW1399'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1399'RECOVERED IN GOOD CONDITION.
 LW1399
 LW1399                          STATION RECOVERY (1990)
 LW1399
 LW1399'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1399'RECOVERED IN GOOD CONDITION.
 LW1399
 LW1399                          STATION RECOVERY (1997)
 LW1399
 LW1399'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1400 ***********************************************************************
 LW1400  DESIGNATION -  338
 LW1400  PID         -  LW1400
 LW1400  STATE/COUNTY-  RI/WASHINGTON
 LW1400  USGS QUAD   -  HOPE VALLEY (1975)
 LW1400
 LW1400                         *CURRENT SURVEY CONTROL
 LW1400  ___________________________________________________________________
 LW1400* NAD 83(1986)-  41 35 20.     (N)    071 37 50.     (W)     SCALED    
 LW1400* NAVD 88     -       108.536  (meters)     356.09   (feet)  ADJUSTED  
 LW1400  ___________________________________________________________________
 LW1400  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LW1400  DYNAMIC HT  -         108.498 (meters)     355.96  (feet)  COMP
 LW1400  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 LW1400
 LW1400  VERT ORDER  -  SECOND    CLASS 0
 LW1400
 LW1400.The horizontal coordinates were scaled from a topographic map and have
 LW1400.an estimated accuracy of +/- 6 seconds.
 LW1400
 LW1400.The orthometric height was determined by differential leveling
 LW1400.and adjusted by the National Geodetic Survey in June 1991..
 LW1400
 LW1400.The geoid height was determined by GEOID03.
 LW1400
 LW1400.The dynamic height is computed by dividing the NAVD 88
 LW1400.geopotential number by the normal gravity value computed on the
 LW1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1400.degrees latitude (g = 980.6199 gals.).
 LW1400
 LW1400.The modeled gravity was interpolated from observed gravity values.
 LW1400
 LW1400;                    North         East    Units  Estimated Accuracy
 LW1400;SPC RI       -    56,160.       89,110.      MT  (+/- 180 meters Scaled)
 LW1400
 LW1400                          SUPERSEDED SURVEY CONTROL
 LW1400
 LW1400  NGVD 29 (??/??/92)  108.793  (m)          356.93   (f) ADJ UNCH    2 0
 LW1400
 LW1400.Superseded values are not recommended for survey control.
 LW1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1400.See file dsdata.txt to determine how the superseded data were derived.
 LW1400
 LW1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG807074(NAD 83)
 LW1400_MARKER: DD = SURVEY DISK
 LW1400_SETTING: 66 = SET IN ROCK OUTCROP
 LW1400_SP_SET: ROCK LEDGE
 LW1400_STAMPING: 338
 LW1400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1400+STABILITY: POSITION/ELEVATION WELL
 LW1400
 LW1400  HISTORY     - Date     Condition        Report By
 LW1400  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1400  HISTORY     - 1969     GOOD             NGS
 LW1400  HISTORY     - 1986     GOOD             USPSQD
 LW1400  HISTORY     - 1988     GOOD             USPSQD
 LW1400  HISTORY     - 1989     GOOD             USPSQD
 LW1400  HISTORY     - 19901121 GOOD             USPSQD
 LW1400  HISTORY     - 19971001 GOOD             USPSQD
 LW1400
 LW1400                          STATION DESCRIPTION
 LW1400
 LW1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1400'4 MI W FROM EXETER.
 LW1400'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1400'HILL BAPTIST CHURCH AT EXETER, ABOUT 0.65 MILE NORTHWEST OF
 LW1400'THE JUNCTION OF A DRIVEWAY LEADING SOUTH TO THE WAWALOAM SCHOOL,
 LW1400'ON THE SOUTHEAST SLOPE OF A SHORT HILL, SET IN THE TOP OF A ROCK
 LW1400'LEDGE WHICH IS ABOUT 6 FEET LONG AND 2 1/2 FEET HIGH AND IS AT THE
 LW1400'BASE OF A 10-FOOT HIGH CUT, 20 FEET NORTHEAST OF THE CENTER LINE
 LW1400'OF THE HIGHWAY, 71 FEET NORTH OF AND ACROSS THE HIGHWAY FROM
 LW1400'POWER LINE POLE 2010, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 LW1400'HIGHWAY.
 LW1400
 LW1400                          STATION RECOVERY (1986)
 LW1400
 LW1400'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1400'RECOVERED IN GOOD CONDITION.
 LW1400
 LW1400                          STATION RECOVERY (1988)
 LW1400
 LW1400'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1400'RECOVERED IN GOOD CONDITION.
 LW1400
 LW1400                          STATION RECOVERY (1989)
 LW1400
 LW1400'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1400'RECOVERED IN GOOD CONDITION.
 LW1400
 LW1400                          STATION RECOVERY (1990)
 LW1400
 LW1400'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1400'RECOVERED IN GOOD CONDITION.
 LW1400
 LW1400                          STATION RECOVERY (1997)
 LW1400
 LW1400'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1169 ***********************************************************************
 LW1169  DESIGNATION -  339
 LW1169  PID         -  LW1169
 LW1169  STATE/COUNTY-  RI/KENT
 LW1169  USGS QUAD   -  HOPE VALLEY (1975)
 LW1169
 LW1169                         *CURRENT SURVEY CONTROL
 LW1169  ___________________________________________________________________
 LW1169* NAD 83(1986)-  41 36 31.     (N)    071 39 46.     (W)     SCALED    
 LW1169* NAVD 88     -       136.515  (meters)     447.88   (feet)  ADJUSTED  
 LW1169  ___________________________________________________________________
 LW1169  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW1169  DYNAMIC HT  -         136.466 (meters)     447.72  (feet)  COMP
 LW1169  MODELED GRAV-     980,263.6   (mgal)                       NAVD 88
 LW1169
 LW1169  VERT ORDER  -  FIRST     CLASS II
 LW1169
 LW1169.The horizontal coordinates were scaled from a topographic map and have
 LW1169.an estimated accuracy of +/- 6 seconds.
 LW1169
 LW1169.The orthometric height was determined by differential leveling
 LW1169.and adjusted by the National Geodetic Survey in June 1991..
 LW1169
 LW1169.The geoid height was determined by GEOID03.
 LW1169
 LW1169.The dynamic height is computed by dividing the NAVD 88
 LW1169.geopotential number by the normal gravity value computed on the
 LW1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1169.degrees latitude (g = 980.6199 gals.).
 LW1169
 LW1169.The modeled gravity was interpolated from observed gravity values.
 LW1169
 LW1169;                    North         East    Units  Estimated Accuracy
 LW1169;SPC RI       -    58,350.       86,430.      MT  (+/- 180 meters Scaled)
 LW1169
 LW1169                          SUPERSEDED SURVEY CONTROL
 LW1169
 LW1169  NGVD 29 (??/??/92)  136.763  (m)          448.70   (f) ADJ UNCH    1 2
 LW1169
 LW1169.Superseded values are not recommended for survey control.
 LW1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1169.See file dsdata.txt to determine how the superseded data were derived.
 LW1169
 LW1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG781097(NAD 83)
 LW1169_MARKER: DD = SURVEY DISK
 LW1169_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LW1169_SP_SET: PREFAB CONC. POST IN EARTH
 LW1169_STAMPING: 339
 LW1169_MARK LOGO: RIBPR 
 LW1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1169
 LW1169  HISTORY     - Date     Condition        Report By
 LW1169  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1169  HISTORY     - 1969     GOOD             NGS
 LW1169  HISTORY     - 1984     GOOD             RIGS
 LW1169  HISTORY     - 1984     GOOD             RIGS
 LW1169  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 LW1169  HISTORY     - 19870701 GOOD             RIGS
 LW1169  HISTORY     - 1989     GOOD             USPSQD
 LW1169
 LW1169                          STATION DESCRIPTION
 LW1169
 LW1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1169'6.2 MI SE FROM SUMMIT.
 LW1169'ABOUT 6.25 MILES SOUTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1169'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, ABOUT 0.4 MILE
 LW1169'NORTHWEST OF THE STATE HIGHWAY OVERPASS OVER INTERSTATE HIGHWAY
 LW1169'95, 70 FEET SOUTH OF THE CENTER OF A ROAD INTERSECTION, NEAR THE
 LW1169'JUNCTION OF A GRAVELED DRIVEWAY LEADING SOUTHWEST TO A ONE STORY
 LW1169'FRAME HOUSE, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LW1169'44 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 2 1/2 FEET
 LW1169'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW1169'POST PROJECTING 7 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1169
 LW1169                          STATION RECOVERY (1984)
 LW1169
 LW1169'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1169'RECOVERED IN GOOD CONDITION.
 LW1169
 LW1169                          STATION RECOVERY (1984)
 LW1169
 LW1169'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1169'RECOVERED IN GOOD CONDITION.
 LW1169
 LW1169                          STATION RECOVERY (1986)
 LW1169
 LW1169'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1169'MARK NOT FOUND.
 LW1169
 LW1169                          STATION RECOVERY (1987)
 LW1169
 LW1169'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1169'RECOVERED IN GOOD CONDITION.
 LW1169
 LW1169                          STATION RECOVERY (1989)
 LW1169
 LW1169'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1650 ***********************************************************************
 LW1650  DESIGNATION -  341 RESET
 LW1650  PID         -  LW1650
 LW1650  STATE/COUNTY-  RI/KENT
 LW1650  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1650
 LW1650                         *CURRENT SURVEY CONTROL
 LW1650  ___________________________________________________________________
 LW1650* NAD 83(1986)-  41 37 53.     (N)    071 41 01.     (W)     SCALED    
 LW1650* NAVD 88     -       156.416  (meters)     513.17   (feet)  ADJUSTED  
 LW1650  ___________________________________________________________________
 LW1650  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW1650  DYNAMIC HT  -         156.359 (meters)     512.99  (feet)  COMP
 LW1650  MODELED GRAV-     980,258.4   (mgal)                       NAVD 88
 LW1650
 LW1650  VERT ORDER  -  FIRST     CLASS II
 LW1650
 LW1650.The horizontal coordinates were scaled from a topographic map and have
 LW1650.an estimated accuracy of +/- 6 seconds.
 LW1650
 LW1650.The orthometric height was determined by differential leveling
 LW1650.and adjusted by the National Geodetic Survey in June 1991..
 LW1650
 LW1650.The geoid height was determined by GEOID03.
 LW1650
 LW1650.The dynamic height is computed by dividing the NAVD 88
 LW1650.geopotential number by the normal gravity value computed on the
 LW1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1650.degrees latitude (g = 980.6199 gals.).
 LW1650
 LW1650.The modeled gravity was interpolated from observed gravity values.
 LW1650
 LW1650;                    North         East    Units  Estimated Accuracy
 LW1650;SPC RI       -    60,880.       84,700.      MT  (+/- 180 meters Scaled)
 LW1650
 LW1650                          SUPERSEDED SURVEY CONTROL
 LW1650
 LW1650.No superseded survey control is available for this station.
 LW1650
 LW1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG764123(NAD 83)
 LW1650_MARKER: DB = BENCH MARK DISK
 LW1650_SETTING: 66 = SET IN ROCK OUTCROP
 LW1650_SP_SET: ROCK OUTCROP
 LW1650_STAMPING: 341 RIBPR RESET 1984
 LW1650_MARK LOGO: NGS   
 LW1650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1650+STABILITY: POSITION/ELEVATION WELL
 LW1650
 LW1650  HISTORY     - Date     Condition        Report By
 LW1650  HISTORY     - 1984     MONUMENTED       RIGS
 LW1650  HISTORY     - 1984     GOOD             RIGS
 LW1650  HISTORY     - 19880105 GOOD             RIGS
 LW1650
 LW1650                          STATION DESCRIPTION
 LW1650
 LW1650'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1650'4.4 MI SE FROM SUMMIT.
 LW1650'75 FEET SOUTH-SOUTHEAST OF BM 341 RIBPR WHICH WAS DESCRIBED AS
 LW1650'FOLLOWS--ABOUT 4.35 MILES SOUTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1650'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, ABOUT 105 YARDS SOUTHEAST
 LW1650'OF THE WEST GREENWICH PUBLIC LIBRARY (A ONE-STORY BRICK BUILDING),
 LW1650'SET IN THE TOP OF A 2-FOOT HIGH LEDGE OF ROCK WHICH IS PART OF A HUGE
 LW1650'MOUND OF ROCKS, 33 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4
 LW1650'FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK, 3.5 FEET NORTHEAST OF
 LW1650'THE SOUTHWEST EDGE OF THE LEDGE AND 5 FEET ABOVE THE LEVEL OF THE
 LW1650'HIGHWAY.
 LW1650
 LW1650                          STATION RECOVERY (1984)
 LW1650
 LW1650'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1650'RECOVERED IN GOOD CONDITION.
 LW1650
 LW1650                          STATION RECOVERY (1988)
 LW1650
 LW1650'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1171 ***********************************************************************
 LW1171  DESIGNATION -  341 RIBPR
 LW1171  PID         -  LW1171
 LW1171  STATE/COUNTY-  RI/KENT
 LW1171  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1171
 LW1171                         *CURRENT SURVEY CONTROL
 LW1171  ___________________________________________________________________
 LW1171* NAD 83(1986)-  41 37 53.     (N)    071 41 01.     (W)     SCALED    
 LW1171* NAVD 88     -       153.953  (meters)     505.09   (feet)  ADJUSTED  
 LW1171  ___________________________________________________________________
 LW1171  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW1171  DYNAMIC HT  -         153.897 (meters)     504.91  (feet)  COMP
 LW1171  MODELED GRAV-     980,258.4   (mgal)                       NAVD 88
 LW1171
 LW1171  VERT ORDER  -  FIRST     CLASS II
 LW1171
 LW1171.The horizontal coordinates were scaled from a topographic map and have
 LW1171.an estimated accuracy of +/- 6 seconds.
 LW1171
 LW1171.The orthometric height was determined by differential leveling
 LW1171.and adjusted by the National Geodetic Survey in June 1991..
 LW1171
 LW1171.The geoid height was determined by GEOID03.
 LW1171
 LW1171.The dynamic height is computed by dividing the NAVD 88
 LW1171.geopotential number by the normal gravity value computed on the
 LW1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1171.degrees latitude (g = 980.6199 gals.).
 LW1171
 LW1171.The modeled gravity was interpolated from observed gravity values.
 LW1171
 LW1171;                    North         East    Units  Estimated Accuracy
 LW1171;SPC RI       -    60,880.       84,700.      MT  (+/- 180 meters Scaled)
 LW1171
 LW1171                          SUPERSEDED SURVEY CONTROL
 LW1171
 LW1171  NGVD 29 (??/??/92)  154.197  (m)          505.89   (f) ADJ UNCH    1 2
 LW1171
 LW1171.Superseded values are not recommended for survey control.
 LW1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1171.See file dsdata.txt to determine how the superseded data were derived.
 LW1171
 LW1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG764123(NAD 83)
 LW1171_MARKER: DD = SURVEY DISK
 LW1171_SETTING: 66 = SET IN ROCK OUTCROP
 LW1171_SP_SET: ROCK LEDGE
 LW1171_STAMPING: 341
 LW1171_MARK LOGO: RIBPR 
 LW1171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1171+STABILITY: POSITION/ELEVATION WELL
 LW1171
 LW1171  HISTORY     - Date     Condition        Report By
 LW1171  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1171  HISTORY     - 1969     GOOD             NGS
 LW1171  HISTORY     - 1984     GOOD             RIGS
 LW1171  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 LW1171  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1171  HISTORY     - 1989     GOOD             USPSQD
 LW1171
 LW1171                          STATION DESCRIPTION
 LW1171
 LW1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1171'4.4 MI SE FROM SUMMIT.
 LW1171'ABOUT 4.35 MILES SOUTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1171'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, ABOUT 105 YARDS
 LW1171'SOUTHEAST OF THE WEST GREENWICH PUBLIC LIBRARY, (A ONE STORY
 LW1171'BRICK BUILDING), SET IN THE TOP OF A 2-FOOT HIGH LEDGE OF ROCK
 LW1171'WHICH IS PART OF A HUGE MOUND OF ROCKS, 33 FEET NORTHEAST OF
 LW1171'THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTHEAST OF THE NORTHWEST
 LW1171'END OF THE ROCK, 3.5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 LW1171'LEDGE AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1171
 LW1171                          STATION RECOVERY (1984)
 LW1171
 LW1171'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1171'RECOVERED IN GOOD CONDITION.
 LW1171
 LW1171                          STATION RECOVERY (1986)
 LW1171
 LW1171'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1171'MARK NOT FOUND.
 LW1171
 LW1171                          STATION RECOVERY (1988)
 LW1171
 LW1171'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1171'MARK NOT FOUND.
 LW1171
 LW1171                          STATION RECOVERY (1989)
 LW1171
 LW1171'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1651 ***********************************************************************
 LW1651  DESIGNATION -  342 RESET
 LW1651  PID         -  LW1651
 LW1651  STATE/COUNTY-  RI/KENT
 LW1651  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1651
 LW1651                         *CURRENT SURVEY CONTROL
 LW1651  ___________________________________________________________________
 LW1651* NAD 83(1996)-  41 38 38.75197(N)    071 41 29.30806(W)     ADJUSTED  
 LW1651* NAVD 88     -       161.276  (meters)     529.12   (feet)  ADJUSTED  
 LW1651  ___________________________________________________________________
 LW1651  X           -   1,499,503.606 (meters)                     COMP
 LW1651  Y           -  -4,531,817.933 (meters)                     COMP
 LW1651  Z           -   4,216,232.489 (meters)                     COMP
 LW1651  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 LW1651  ELLIP HEIGHT-         131.12  (meters)          (06/13/02) GPS OBS
 LW1651  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW1651  DYNAMIC HT  -         161.217 (meters)     528.93  (feet)  COMP
 LW1651  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 LW1651
 LW1651  HORZ ORDER  -  THIRD
 LW1651  VERT ORDER  -  FIRST     CLASS II
 LW1651  ELLP ORDER  -  FOURTH    CLASS II
 LW1651
 LW1651.The horizontal coordinates were established by GPS observations
 LW1651.and adjusted by the National Geodetic Survey in August 1998..
 LW1651
 LW1651.The orthometric height was determined by differential leveling
 LW1651.and adjusted by the National Geodetic Survey in June 1991..
 LW1651
 LW1651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW1651
 LW1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1651
 LW1651.The ellipsoidal height was determined by GPS observations
 LW1651.and is referenced to NAD 83.
 LW1651
 LW1651.The geoid height was determined by GEOID03.
 LW1651
 LW1651.The dynamic height is computed by dividing the NAVD 88
 LW1651.geopotential number by the normal gravity value computed on the
 LW1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1651.degrees latitude (g = 980.6199 gals.).
 LW1651
 LW1651.The modeled gravity was interpolated from observed gravity values.
 LW1651
 LW1651;                    North         East     Units Scale Factor Converg.
 LW1651;SPC RI       -    62,296.351    84,048.202   MT  0.99999688   -0 07 38.0
 LW1651;SPC RI       -   204,383.94    275,748.14   sFT  0.99999688   -0 07 38.0
 LW1651;UTM  19      - 4,613,761.817   275,850.968   MT  1.00021833   -1 47 21.2
 LW1651
 LW1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1651!SPC RI       -   0.99997943  x   0.99999688  =   0.99997631
 LW1651!UTM  19      -   0.99997943  x   1.00021833  =   1.00019776
 LW1651
 LW1651                          SUPERSEDED SURVEY CONTROL
 LW1651
 LW1651  ELLIP H (08/17/98)  131.15   (m)                       GP(       ) 4 1
 LW1651  NAD 83(1996)-  41 38 38.75086(N)    071 41 29.30750(W) AD(       ) 3
 LW1651  NAD 83(1992)-  41 38 38.75069(N)    071 41 29.30727(W) AD(       ) 3
 LW1651  ELLIP H (01/17/96)  131.11   (m)                       GP(       ) 4 2
 LW1651  NAD 83(1992)-  41 38 38.75030(N)    071 41 29.30772(W) AD(       ) 3
 LW1651  NAD 83(1986)-  41 38 38.75007(N)    071 41 29.30835(W) AD(       ) 3
 LW1651  NGVD 29 (07/30/91)  161.52   (m)          529.9    (f) LEVELING    3  
 LW1651
 LW1651.Superseded values are not recommended for survey control.
 LW1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1651.See file dsdata.txt to determine how the superseded data were derived.
 LW1651
 LW1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7585113762(NAD 83)
 LW1651_MARKER: DB = BENCH MARK DISK
 LW1651_SETTING: 80 = SET IN A BOULDER
 LW1651_SP_SET: PARTIALLY EXPOSED BOULDER
 LW1651_STAMPING: 342 RIBPR RESET 1984
 LW1651_MARK LOGO: NGS   
 LW1651_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1651+STABILITY: SURFACE MOTION
 LW1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1651+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 LW1651
 LW1651  HISTORY     - Date     Condition        Report By
 LW1651  HISTORY     - 1984     MONUMENTED       RIGS
 LW1651  HISTORY     - 1984     GOOD             RIGS
 LW1651  HISTORY     - 1989     GOOD             USPSQD
 LW1651  HISTORY     - 19890707 GOOD             RIGS
 LW1651  HISTORY     - 19891010 GOOD             RIGS
 LW1651
 LW1651                          STATION DESCRIPTION
 LW1651
 LW1651'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1651'3.4 MI SE FROM SUMMIT.
 LW1651'103 FEET NORTH-NORTHEAST OF BM 342 RIBPR WHICH WAS DESCRIBED AS
 LW1651'FOLLOWS--ABOUT 3.35 MILES SOUTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1651'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, 66 FEET NORTHWEST OF THE
 LW1651'CENTER OF THE INTERSECTION OF THE HIGHWAY AND SHARP STREET LEADING
 LW1651'EAST, PLAIN MEETING HOUSE ROAD LEADING WEST, 37 FEET WEST OF THE
 LW1651'CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF THE CENTER LINE OF
 LW1651'MEETING HOUSE ROAD, 1-1/2 FEET NORTH OF AN OLD ROCK FENCE, 1.2 FEET
 LW1651'SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LW1651'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1651
 LW1651                          STATION RECOVERY (1984)
 LW1651
 LW1651'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1651'RECOVERED IN GOOD CONDITION.
 LW1651
 LW1651                          STATION RECOVERY (1989)
 LW1651
 LW1651'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1651'RECOVERED IN GOOD CONDITION.
 LW1651
 LW1651                          STATION RECOVERY (1989)
 LW1651
 LW1651'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1651'THE STATION IS LOCATED ABOUT 5.36 KM (3.35 MI) SOUTHEAST OF SUMMIT
 LW1651'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY,
 LW1651'401 277-2814.
 LW1651'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 102 AND 117, GO 5.4
 LW1651'KM (3.35 MI) SOUTH ON HIGHWAY 102 TO THE STATION ON THE RIGHT.
 LW1651'THE STATION IS A STANDARD RIGS DISK AND SET A DRILL HOLE IN A BOULDER
 LW1651'FOUR FEET BY ONE FOOT AND SIX INCHES ABOVE THE LEVEL OF THE GROUND. IT
 LW1651'IS 21.34 M (70.0 FT) SOUTH SOUTHWEST FROM THE EXTENDED CENTERLINE OF
 LW1651'THE HIGHWAY AND PLAIN MEETING HOUSE ROAD, 11.98 M (39.3 FT) SOUTH FROM
 LW1651'AN NET+T AND NECO UTILITY POLE 404 AND 108, 7.47 M (24.5 FT) WEST FROM
 LW1651'THE CENTERLINE OF HIGHWAY 102, 1.16 M (3.8 FT) EAST FROM A FIBERGLASS
 LW1651'WITNESS POST, AND FOUR FEET BELOW THE LEVEL OF THE HIGHWAY.
 LW1651
 LW1651                          STATION RECOVERY (1989)
 LW1651
 LW1651'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1172 ***********************************************************************
 LW1172  DESIGNATION -  342 RIBPR
 LW1172  PID         -  LW1172
 LW1172  STATE/COUNTY-  RI/KENT
 LW1172  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1172
 LW1172                         *CURRENT SURVEY CONTROL
 LW1172  ___________________________________________________________________
 LW1172* NAD 83(1986)-  41 38 39.     (N)    071 41 29.     (W)     SCALED    
 LW1172* NAVD 88     -       160.537  (meters)     526.70   (feet)  ADJUSTED  
 LW1172  ___________________________________________________________________
 LW1172  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW1172  DYNAMIC HT  -         160.479 (meters)     526.50  (feet)  COMP
 LW1172  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 LW1172
 LW1172  VERT ORDER  -  FIRST     CLASS II
 LW1172
 LW1172.The horizontal coordinates were scaled from a topographic map and have
 LW1172.an estimated accuracy of +/- 6 seconds.
 LW1172
 LW1172.The orthometric height was determined by differential leveling
 LW1172.and adjusted by the National Geodetic Survey in June 1991..
 LW1172
 LW1172.The geoid height was determined by GEOID03.
 LW1172
 LW1172.The dynamic height is computed by dividing the NAVD 88
 LW1172.geopotential number by the normal gravity value computed on the
 LW1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1172.degrees latitude (g = 980.6199 gals.).
 LW1172
 LW1172.The modeled gravity was interpolated from observed gravity values.
 LW1172
 LW1172;                    North         East    Units  Estimated Accuracy
 LW1172;SPC RI       -    62,300.       84,060.      MT  (+/- 180 meters Scaled)
 LW1172
 LW1172                          SUPERSEDED SURVEY CONTROL
 LW1172
 LW1172  NGVD 29 (??/??/92)  160.778  (m)          527.49   (f) ADJ UNCH    1 2
 LW1172
 LW1172.Superseded values are not recommended for survey control.
 LW1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1172.See file dsdata.txt to determine how the superseded data were derived.
 LW1172
 LW1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG758137(NAD 83)
 LW1172_MARKER: DD = SURVEY DISK
 LW1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1172_STAMPING: 342
 LW1172_MARK LOGO: RIBPR 
 LW1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1172+STABILITY: SURFACE MOTION
 LW1172
 LW1172  HISTORY     - Date     Condition        Report By
 LW1172  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1172  HISTORY     - 1969     GOOD             NGS
 LW1172  HISTORY     - 1984     GOOD             RIGS
 LW1172  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 LW1172  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1172  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1172
 LW1172                          STATION DESCRIPTION
 LW1172
 LW1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1172'3.4 MI SE FROM SUMMIT.
 LW1172'ABOUT 3.35 MILES SOUTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1172'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, 66 FEET NORTHWEST
 LW1172'OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND SHARP STREET
 LW1172'LEADING EAST, PLAIN MEETING HOUSE ROAD LEADING WEST, 37 FEET
 LW1172'WEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF THE
 LW1172'CENTER LINE OF MEETING HOUSE ROAD, 1 1/2 FEET NORTH OF AN OLD
 LW1172'ROCK FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST, SET IN THE
 LW1172'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 LW1172'THE GROUND.
 LW1172
 LW1172                          STATION RECOVERY (1984)
 LW1172
 LW1172'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1172'RECOVERED IN GOOD CONDITION.
 LW1172
 LW1172                          STATION RECOVERY (1986)
 LW1172
 LW1172'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1172'MARK NOT FOUND.
 LW1172
 LW1172                          STATION RECOVERY (1988)
 LW1172
 LW1172'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1172'MARK NOT FOUND.
 LW1172
 LW1172                          STATION RECOVERY (1989)
 LW1172
 LW1172'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1175 ***********************************************************************
 LW1175  DESIGNATION -  343
 LW1175  PID         -  LW1175
 LW1175  STATE/COUNTY-  RI/KENT
 LW1175  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1175
 LW1175                         *CURRENT SURVEY CONTROL
 LW1175  ___________________________________________________________________
 LW1175* NAD 83(1996)-  41 39 25.28201(N)    071 41 42.33396(W)     ADJUSTED  
 LW1175* NAVD 88     -       180.099  (meters)     590.87   (feet)  ADJUSTED  
 LW1175  ___________________________________________________________________
 LW1175  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 LW1175  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW1175  DYNAMIC HT  -         180.034 (meters)     590.66  (feet)  COMP
 LW1175  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 LW1175
 LW1175  HORZ ORDER  -  SECOND
 LW1175  VERT ORDER  -  FIRST     CLASS II
 LW1175
 LW1175.The horizontal coordinates were established by classical geodetic methods
 LW1175.and adjusted by the National Geodetic Survey in August 1998..
 LW1175
 LW1175.The orthometric height was determined by differential leveling
 LW1175.and adjusted by the National Geodetic Survey in June 1991..
 LW1175.WARNING-Repeat measurements at this control monument indicate possible
 LW1175.vertical movement.
 LW1175
 LW1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1175
 LW1175.The geoid height was determined by GEOID03.
 LW1175
 LW1175.The dynamic height is computed by dividing the NAVD 88
 LW1175.geopotential number by the normal gravity value computed on the
 LW1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1175.degrees latitude (g = 980.6199 gals.).
 LW1175
 LW1175.The modeled gravity was interpolated from observed gravity values.
 LW1175
 LW1175;                    North         East     Units Scale Factor Converg.
 LW1175;SPC RI       -    63,732.555    83,750.008   MT  0.99999700   -0 07 46.8
 LW1175;SPC RI       -   209,095.89    274,769.82   sFT  0.99999700   -0 07 46.8
 LW1175;UTM  19      - 4,615,206.386   275,594.503   MT  1.00021974   -1 47 31.5
 LW1175
 LW1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1175!SPC RI       -   0.99997647  x   0.99999700  =   0.99997347
 LW1175!UTM  19      -   0.99997647  x   1.00021974  =   1.00019621
 LW1175
 LW1175                          SUPERSEDED SURVEY CONTROL
 LW1175
 LW1175  NAD 83(1996)-  41 39 25.28083(N)    071 41 42.33344(W) AD(       ) 2
 LW1175  NAD 83(1992)-  41 39 25.28075(N)    071 41 42.33326(W) AD(       ) 2
 LW1175  NAD 83(1992)-  41 39 25.28010(N)    071 41 42.33349(W) AD(       ) 2
 LW1175  NAD 83(1986)-  41 39 25.28003(N)    071 41 42.33355(W) AD(       ) 2
 LW1175  NAD 27      -  41 39 24.91990(N)    071 41 44.09150(W) AD(       ) 2
 LW1175  NGVD 29 (??/??/92)  180.347  (m)          591.69   (f) ADJ UNCH    1 2
 LW1175
 LW1175.Superseded values are not recommended for survey control.
 LW1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1175.See file dsdata.txt to determine how the superseded data were derived.
 LW1175
 LW1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7559515206(NAD 83)
 LW1175_MARKER: DD = SURVEY DISK
 LW1175_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LW1175_SP_SET: PREFAB CONC. POST IN EARTH
 LW1175_STAMPING: 343
 LW1175_MARK LOGO: RIBPR 
 LW1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1175
 LW1175  HISTORY     - Date     Condition        Report By
 LW1175  HISTORY     - 1969     MONUMENTED       CGS
 LW1175  HISTORY     - 1969     GOOD             NGS
 LW1175  HISTORY     - 1984     POOR             RIGS
 LW1175  HISTORY     - 1984     POOR             RIGS
 LW1175  HISTORY     - 1986     GOOD             USPSQD
 LW1175  HISTORY     - 19870701 GOOD             RIGS
 LW1175  HISTORY     - 1988     GOOD             USPSQD
 LW1175  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1175  HISTORY     - 19900331 GOOD             USPSQD
 LW1175
 LW1175                          STATION DESCRIPTION
 LW1175
 LW1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW1175'STATION IS LOCATED 7 MILES SOUTHWEST OF COVENTRY, 4-1/2 MILES
 LW1175'EAST OF THE RHODE ISLAND-CONNECTICUT STATE LINE, 3-1/2 MILES
 LW1175'SOUTHEAST OF GREENE, 2-1/2 MILES SOUTH OF SUMMIT, ON THE WEST
 LW1175'SIDE OF STATE HIGHWAY 102 AND ON HIGHWAY RIGHT-OF-WAY PROPERTY.
 LW1175'
 LW1175'FOR ROUTE TO STATION, SEE DESCRIPTION TO TRIANGULATION STATION
 LW1175'VICTORY.
 LW1175'
 LW1175'STATION IS A RHODE ISLAND STATE BOARD OF PUBLIC ROADS BRONZE
 LW1175'DISK SET IN AN 8 BY 8 INCH SQUARE CONCRETE MONUMENT WHICH
 LW1175'PROJECTS 4 INCHES.  IT IS 48 FEET WEST OF THE CENTER OF
 LW1175'HIGHWAY 102, 23 FEET SOUTH OF A TWIN TRUNKED OAK TREE WITH A
 LW1175'TRIANGLE BLAZED ON THE NORTH SIDE AND 12 FEET NORTH OF THE
 LW1175'CENTER OF A GRAVELED ROAD.
 LW1175'
 LW1175'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION
 LW1175'VICTORY, THE DISTANCE BEING 20.8518 METERS OR (68.41) FEET.
 LW1175
 LW1175                          STATION RECOVERY (1969)
 LW1175
 LW1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1175'2.5 MI S FROM SUMMIT.
 LW1175'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 102 FROM THE
 LW1175'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, 68.4 FEET SOUTH OF
 LW1175'TRIANGULATION STATION VICTORY DESCRIBED, 54 FEET NORTHWEST OF THE
 LW1175'CENTER OF THE INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD,
 LW1175'50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTHWEST
 LW1175'OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTH OF A 14-INCH OAK
 LW1175'TREE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 LW1175'THE ROAD, 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 LW1175'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL
 LW1175'OF THE GROUND.
 LW1175
 LW1175                          STATION RECOVERY (1984)
 LW1175
 LW1175'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1175'RECOVERED IN POOR CONDITION, MARK IS LOCATED IN A DRIVEWAY AND SHOWS
 LW1175'EVIDENCE OF BEING BUMPED.
 LW1175
 LW1175                          STATION RECOVERY (1984)
 LW1175
 LW1175'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1175'MARK RECOVERED IN POOR CONDITION.
 LW1175
 LW1175                          STATION RECOVERY (1986)
 LW1175
 LW1175'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1175'RECOVERED IN GOOD CONDITION.
 LW1175
 LW1175                          STATION RECOVERY (1987)
 LW1175
 LW1175'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1175'RECOVERED IN GOOD CONDITION.
 LW1175
 LW1175                          STATION RECOVERY (1988)
 LW1175
 LW1175'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1175'RECOVERED IN GOOD CONDITION.
 LW1175
 LW1175                          STATION RECOVERY (1989)
 LW1175
 LW1175'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1175'MARK NOT FOUND.
 LW1175
 LW1175                          STATION RECOVERY (1990)
 LW1175
 LW1175'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1178 ***********************************************************************
 LW1178  DESIGNATION -  344
 LW1178  PID         -  LW1178
 LW1178  STATE/COUNTY-  RI/KENT
 LW1178  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1178
 LW1178                         *CURRENT SURVEY CONTROL
 LW1178  ___________________________________________________________________
 LW1178* NAD 83(1986)-  41 40 09.     (N)    071 41 42.     (W)     SCALED    
 LW1178* NAVD 88     -       170.337  (meters)     558.85   (feet)  ADJUSTED  
 LW1178  ___________________________________________________________________
 LW1178  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW1178  DYNAMIC HT  -         170.276 (meters)     558.65  (feet)  COMP
 LW1178  MODELED GRAV-     980,260.5   (mgal)                       NAVD 88
 LW1178
 LW1178  VERT ORDER  -  FIRST     CLASS II
 LW1178
 LW1178.The horizontal coordinates were scaled from a topographic map and have
 LW1178.an estimated accuracy of +/- 6 seconds.
 LW1178
 LW1178.The orthometric height was determined by differential leveling
 LW1178.and adjusted by the National Geodetic Survey in June 1991..
 LW1178
 LW1178.The geoid height was determined by GEOID03.
 LW1178
 LW1178.The dynamic height is computed by dividing the NAVD 88
 LW1178.geopotential number by the normal gravity value computed on the
 LW1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1178.degrees latitude (g = 980.6199 gals.).
 LW1178
 LW1178.The modeled gravity was interpolated from observed gravity values.
 LW1178
 LW1178;                    North         East    Units  Estimated Accuracy
 LW1178;SPC RI       -    65,080.       83,760.      MT  (+/- 180 meters Scaled)
 LW1178
 LW1178                          SUPERSEDED SURVEY CONTROL
 LW1178
 LW1178  NGVD 29 (??/??/92)  170.574  (m)          559.62   (f) ADJ UNCH    1 2
 LW1178
 LW1178.Superseded values are not recommended for survey control.
 LW1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1178.See file dsdata.txt to determine how the superseded data were derived.
 LW1178
 LW1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG756165(NAD 83)
 LW1178_MARKER: DD = SURVEY DISK
 LW1178_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LW1178_SP_SET: PREFAB CONC. POST IN EARTH
 LW1178_STAMPING: 344
 LW1178_MARK LOGO: RIBPR 
 LW1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1178
 LW1178  HISTORY     - Date     Condition        Report By
 LW1178  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1178  HISTORY     - 1969     GOOD             NGS
 LW1178  HISTORY     - 1984     GOOD             RIGS
 LW1178  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 LW1178  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1178  HISTORY     - 19880105 GOOD             RIGS
 LW1178  HISTORY     - 1989     GOOD             USPSQD
 LW1178
 LW1178                          STATION DESCRIPTION
 LW1178
 LW1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1178'1.6 MI SE FROM SUMMIT.
 LW1178'ABOUT 1.65 MILES SOUTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1178'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, 56 FEET NORTHWEST
 LW1178'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A PRIVATE ROAD
 LW1178'LEADING WEST THRU A BOARD GATE, 51 FEET WEST OF THE CENTER LINE
 LW1178'OF THE HIGHWAY, 12 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LW1178'1 1/2 FEET EAST OF A FENCE LINE, 1.6 FEET NORTH OF A METAL
 LW1178'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 LW1178'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL
 LW1178'OF THE GROUND.
 LW1178
 LW1178                          STATION RECOVERY (1984)
 LW1178
 LW1178'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1178'RECOVERED IN GOOD CONDITION.
 LW1178
 LW1178                          STATION RECOVERY (1986)
 LW1178
 LW1178'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1178'MARK NOT FOUND.
 LW1178
 LW1178                          STATION RECOVERY (1988)
 LW1178
 LW1178'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1178'MARK NOT FOUND.
 LW1178
 LW1178                          STATION RECOVERY (1988)
 LW1178
 LW1178'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1178'RECOVERED IN GOOD CONDITION.
 LW1178
 LW1178                          STATION RECOVERY (1989)
 LW1178
 LW1178'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1087 ***********************************************************************
 LW1087  DESIGNATION -  346
 LW1087  PID         -  LW1087
 LW1087  STATE/COUNTY-  RI/KENT
 LW1087  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1087
 LW1087                         *CURRENT SURVEY CONTROL
 LW1087  ___________________________________________________________________
 LW1087* NAD 83(1986)-  41 41 57.     (N)    071 41 39.     (W)     SCALED    
 LW1087* NAVD 88     -       158.481  (meters)     519.95   (feet)  ADJUSTED  
 LW1087  ___________________________________________________________________
 LW1087  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW1087  DYNAMIC HT  -         158.425 (meters)     519.77  (feet)  COMP
 LW1087  MODELED GRAV-     980,266.3   (mgal)                       NAVD 88
 LW1087
 LW1087  VERT ORDER  -  FIRST     CLASS II
 LW1087
 LW1087.The horizontal coordinates were scaled from a topographic map and have
 LW1087.an estimated accuracy of +/- 6 seconds.
 LW1087
 LW1087.The orthometric height was determined by differential leveling
 LW1087.and adjusted by the National Geodetic Survey in June 1991..
 LW1087
 LW1087.The geoid height was determined by GEOID03.
 LW1087
 LW1087.The dynamic height is computed by dividing the NAVD 88
 LW1087.geopotential number by the normal gravity value computed on the
 LW1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1087.degrees latitude (g = 980.6199 gals.).
 LW1087
 LW1087.The modeled gravity was interpolated from observed gravity values.
 LW1087
 LW1087;                    North         East    Units  Estimated Accuracy
 LW1087;SPC RI       -    68,410.       83,840.      MT  (+/- 180 meters Scaled)
 LW1087
 LW1087                          SUPERSEDED SURVEY CONTROL
 LW1087
 LW1087  NGVD 29 (??/??/92)  158.725  (m)          520.75   (f) ADJ UNCH    1 2
 LW1087
 LW1087.Superseded values are not recommended for survey control.
 LW1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1087.See file dsdata.txt to determine how the superseded data were derived.
 LW1087
 LW1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG758198(NAD 83)
 LW1087_MARKER: DD = SURVEY DISK
 LW1087_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LW1087_SP_SET: PREFAB CONC. POST IN EARTH
 LW1087_STAMPING: 346
 LW1087_MARK LOGO: RIBPR 
 LW1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1087
 LW1087  HISTORY     - Date     Condition        Report By
 LW1087  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1087  HISTORY     - 1969     GOOD             NGS
 LW1087  HISTORY     - 1984     GOOD             RIGS
 LW1087  HISTORY     - 1984     GOOD             RIGS
 LW1087  HISTORY     - 19880105 GOOD             RIGS
 LW1087  HISTORY     - 1989     GOOD             USPSQD
 LW1087
 LW1087                          STATION DESCRIPTION
 LW1087
 LW1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1087'0.4 MI N FROM SUMMIT.
 LW1087'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 102 FROM THE INTERSECTION
 LW1087'OF STATE HIGHWAY 117 AT SUMMIT, AT THE INSIDE AND NEAR THE
 LW1087'SOUTH END OF A CURVE, 65 FEET SOUTHWEST OF THE CENTER OF THE
 LW1087'JUNCTION OF A DRIVEWAY LEADING WEST TO A TWO-STORIED HOUSE,
 LW1087'50 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 LW1087'SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 10 1/2 FEET SOUTH OF
 LW1087'THE EAST END OF AN EAST-WEST STONE FENCE, 0.9 FOOT SOUTH OF A
 LW1087'METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 LW1087'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 LW1087'LEVEL OF THE GROUND.
 LW1087
 LW1087                          STATION RECOVERY (1984)
 LW1087
 LW1087'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1087'RECOVERED IN GOOD CONDITION.
 LW1087
 LW1087                          STATION RECOVERY (1984)
 LW1087
 LW1087'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1087'RECOVERED IN GOOD CONDITION.
 LW1087
 LW1087                          STATION RECOVERY (1988)
 LW1087
 LW1087'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1087'RECOVERED IN GOOD CONDITION.
 LW1087
 LW1087                          STATION RECOVERY (1989)
 LW1087
 LW1087'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1089 ***********************************************************************
 LW1089  DESIGNATION -  347
 LW1089  PID         -  LW1089
 LW1089  STATE/COUNTY-  RI/KENT
 LW1089  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1089
 LW1089                         *CURRENT SURVEY CONTROL
 LW1089  ___________________________________________________________________
 LW1089* NAD 83(1986)-  41 42 42.     (N)    071 41 59.     (W)     SCALED    
 LW1089* NAVD 88     -       164.500  (meters)     539.70   (feet)  ADJUSTED  
 LW1089  ___________________________________________________________________
 LW1089  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW1089  DYNAMIC HT  -         164.442 (meters)     539.51  (feet)  COMP
 LW1089  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 LW1089
 LW1089  VERT ORDER  -  FIRST     CLASS II
 LW1089
 LW1089.The horizontal coordinates were scaled from a topographic map and have
 LW1089.an estimated accuracy of +/- 6 seconds.
 LW1089
 LW1089.The orthometric height was determined by differential leveling
 LW1089.and adjusted by the National Geodetic Survey in June 1991..
 LW1089
 LW1089.The geoid height was determined by GEOID03.
 LW1089
 LW1089.The dynamic height is computed by dividing the NAVD 88
 LW1089.geopotential number by the normal gravity value computed on the
 LW1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1089.degrees latitude (g = 980.6199 gals.).
 LW1089
 LW1089.The modeled gravity was interpolated from observed gravity values.
 LW1089
 LW1089;                    North         East    Units  Estimated Accuracy
 LW1089;SPC RI       -    69,800.       83,380.      MT  (+/- 180 meters Scaled)
 LW1089
 LW1089                          SUPERSEDED SURVEY CONTROL
 LW1089
 LW1089  NGVD 29 (??/??/92)  164.743  (m)          540.49   (f) ADJ UNCH    1 2
 LW1089
 LW1089.Superseded values are not recommended for survey control.
 LW1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1089.See file dsdata.txt to determine how the superseded data were derived.
 LW1089
 LW1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG753212(NAD 83)
 LW1089_MARKER: DD = SURVEY DISK
 LW1089_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LW1089_SP_SET: PREFAB CONC. POST IN EARTH
 LW1089_STAMPING: 347
 LW1089_MARK LOGO: RIBPR 
 LW1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1089
 LW1089  HISTORY     - Date     Condition        Report By
 LW1089  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1089  HISTORY     - 1969     GOOD             NGS
 LW1089  HISTORY     - 1984     GOOD             RIGS
 LW1089  HISTORY     - 1984     GOOD             NGS
 LW1089  HISTORY     - 19880105 GOOD             RIGS
 LW1089  HISTORY     - 1989     GOOD             USPSQD
 LW1089
 LW1089                          STATION DESCRIPTION
 LW1089
 LW1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1089'1.3 MI N FROM SUMMIT.
 LW1089'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE INTERSECTION
 LW1089'OF STATE HIGHWAY 117 AT SUMMIT, ABOUT 0.4 MILE NORTH OF A
 LW1089'SMALL CEMETERY ALONG THE WEST SIDE OF THE HIGHWAY, ON THE NORTH
 LW1089'SLOPE AND ABOUT 75 YARDS NORTH OF THE SUMMIT OF A HILL, 95 FEET
 LW1089'NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 140,
 LW1089'50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 11 1/2 FEET
 LW1089'SOUTHEAST OF A TWIN-TRUNKED 12 INCH BEECH TREE, 1.3 FEET NORTH
 LW1089'OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 LW1089'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LW1089'INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1089
 LW1089                          STATION RECOVERY (1984)
 LW1089
 LW1089'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1089'RECOVERED IN GOOD CONDITION.
 LW1089
 LW1089                          STATION RECOVERY (1984)
 LW1089
 LW1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1089'RECOVERED IN GOOD CONDITION.
 LW1089
 LW1089                          STATION RECOVERY (1988)
 LW1089
 LW1089'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1089'RECOVERED IN GOOD CONDITION.
 LW1089
 LW1089                          STATION RECOVERY (1989)
 LW1089
 LW1089'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1656 ***********************************************************************
 LW1656  DESIGNATION -  348 RESET
 LW1656  PID         -  LW1656
 LW1656  STATE/COUNTY-  RI/PROVIDENCE
 LW1656  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1656
 LW1656                         *CURRENT SURVEY CONTROL
 LW1656  ___________________________________________________________________
 LW1656* NAD 83(1986)-  41 43 36.     (N)    071 42 02.     (W)     SCALED    
 LW1656* NAVD 88     -       142.536  (meters)     467.64   (feet)  ADJUSTED  
 LW1656  ___________________________________________________________________
 LW1656  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW1656  DYNAMIC HT  -         142.486 (meters)     467.47  (feet)  COMP
 LW1656  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 LW1656
 LW1656  VERT ORDER  -  FIRST     CLASS II
 LW1656
 LW1656.The horizontal coordinates were scaled from a topographic map and have
 LW1656.an estimated accuracy of +/- 6 seconds.
 LW1656
 LW1656.The orthometric height was determined by differential leveling
 LW1656.and adjusted by the National Geodetic Survey in April 1995..
 LW1656
 LW1656.The geoid height was determined by GEOID03.
 LW1656
 LW1656.The dynamic height is computed by dividing the NAVD 88
 LW1656.geopotential number by the normal gravity value computed on the
 LW1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1656.degrees latitude (g = 980.6199 gals.).
 LW1656
 LW1656.The modeled gravity was interpolated from observed gravity values.
 LW1656
 LW1656;                    North         East    Units  Estimated Accuracy
 LW1656;SPC RI       -    71,470.       83,310.      MT  (+/- 180 meters Scaled)
 LW1656
 LW1656                          SUPERSEDED SURVEY CONTROL
 LW1656
 LW1656  NAVD 88 (06/15/91)  142.516  (m)          467.57   (f) UNKNOWN     1 2
 LW1656
 LW1656.Superseded values are not recommended for survey control.
 LW1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1656.See file dsdata.txt to determine how the superseded data were derived.
 LW1656
 LW1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG753229(NAD 83)
 LW1656_MARKER: DB = BENCH MARK DISK
 LW1656_SETTING: 66 = SET IN ROCK OUTCROP
 LW1656_SP_SET: ROCK OUTCROP
 LW1656_STAMPING: 348 RIBPR RESET 1984
 LW1656_MARK LOGO: NGS   
 LW1656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1656+STABILITY: POSITION/ELEVATION WELL
 LW1656
 LW1656  HISTORY     - Date     Condition        Report By
 LW1656  HISTORY     - 1984     MONUMENTED       RIGS
 LW1656  HISTORY     - 1984     GOOD             RIGS
 LW1656  HISTORY     - 19880105 GOOD             RIGS
 LW1656
 LW1656                          STATION DESCRIPTION
 LW1656
 LW1656'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1656'2.3 MI NORTH FROM SUMMIT.
 LW1656'29.5 FEET NORTHWEST OF BM 348 RIBPR WHICH WAS DESCRIBED AS FOLLOWS--
 LW1656'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE INTERSECTION OF
 LW1656'STATE HIGHWAY 117 AT SUMMIT, ABOUT 0.65 MILE NORTH OF THE INTERSECTION
 LW1656'OF TOWN FARM ROAD AND MAPLE VALLEY ROAD, AT THE KENT-PROVIDENCE COUNTY
 LW1656'LINE, 99 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY
 LW1656'LEADING WEST TO A ONE-STORY FRAME HOUSE, 21 FEET WEST OF THE CENTER
 LW1656'LINE OF THE HIGHWAY, 9 FEET SOUTHEAST OF A COVENTRY-FOSTER TOWN LINE
 LW1656'MARKER, 3-1/2 FEET EAST OF THE EAST END OF A STONE FENCE, ABOUT LEVEL
 LW1656'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LW1656'INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1656
 LW1656                          STATION RECOVERY (1984)
 LW1656
 LW1656'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1656'RECOVERED IN GOOD CONDITION.
 LW1656
 LW1656                          STATION RECOVERY (1988)
 LW1656
 LW1656'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1091 ***********************************************************************
 LW1091  DESIGNATION -  348 RIBPR
 LW1091  PID         -  LW1091
 LW1091  STATE/COUNTY-  RI/KENT
 LW1091  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1091
 LW1091                         *CURRENT SURVEY CONTROL
 LW1091  ___________________________________________________________________
 LW1091* NAD 83(1986)-  41 43 36.     (N)    071 42 02.     (W)     SCALED    
 LW1091* NAVD 88     -       142.831  (meters)     468.60   (feet)  ADJUSTED  
 LW1091  ___________________________________________________________________
 LW1091  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW1091  DYNAMIC HT  -         142.780 (meters)     468.44  (feet)  COMP
 LW1091  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 LW1091
 LW1091  VERT ORDER  -  FIRST     CLASS II
 LW1091
 LW1091.The horizontal coordinates were scaled from a topographic map and have
 LW1091.an estimated accuracy of +/- 6 seconds.
 LW1091
 LW1091.The orthometric height was determined by differential leveling
 LW1091.and adjusted by the National Geodetic Survey in June 1991..
 LW1091
 LW1091.The geoid height was determined by GEOID03.
 LW1091
 LW1091.The dynamic height is computed by dividing the NAVD 88
 LW1091.geopotential number by the normal gravity value computed on the
 LW1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1091.degrees latitude (g = 980.6199 gals.).
 LW1091
 LW1091.The modeled gravity was interpolated from observed gravity values.
 LW1091
 LW1091;                    North         East    Units  Estimated Accuracy
 LW1091;SPC RI       -    71,470.       83,310.      MT  (+/- 180 meters Scaled)
 LW1091
 LW1091                          SUPERSEDED SURVEY CONTROL
 LW1091
 LW1091  NGVD 29 (??/??/92)  143.072  (m)          469.40   (f) ADJ UNCH    1 2
 LW1091
 LW1091.Superseded values are not recommended for survey control.
 LW1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1091.See file dsdata.txt to determine how the superseded data were derived.
 LW1091
 LW1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG753229(NAD 83)
 LW1091_MARKER: DD = SURVEY DISK
 LW1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1091_STAMPING: 348
 LW1091_MARK LOGO: RIBPR 
 LW1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1091+STABILITY: SURFACE MOTION
 LW1091
 LW1091  HISTORY     - Date     Condition        Report By
 LW1091  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1091  HISTORY     - 1969     GOOD             NGS
 LW1091  HISTORY     - 1984     GOOD             RIGS
 LW1091  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1091
 LW1091                          STATION DESCRIPTION
 LW1091
 LW1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1091'2.3 MI N FROM SUMMIT.
 LW1091'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE
 LW1091'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, ABOUT 0.65 MILE
 LW1091'NORTH OF THE INTERSECTION OF TOWN FARM ROAD AND MAPLE VALLEY
 LW1091'ROAD, AT THE KENT-PROVIDENCE COUNTY LINE, 99 FEET SOUTHWEST
 LW1091'OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING WEST TO A
 LW1091'ONE STORY FRAME HOUSE, 21 FEET WEST OF THE CENTER LINE OF THE
 LW1091'HIGHWAY, 9 FEET SOUTHEAST OF A COVENTRY-FOSTER TOWN LINE
 LW1091'MARKER, 3 1/2 FEET EAST OF THE EAST END OF A STONE FENCE, ABOUT
 LW1091'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1091'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1091
 LW1091                          STATION RECOVERY (1984)
 LW1091
 LW1091'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1091'RECOVERED IN GOOD CONDITION.
 LW1091
 LW1091                          STATION RECOVERY (1989)
 LW1091
 LW1091'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1019 ***********************************************************************
 LW1019  DESIGNATION -  352
 LW1019  PID         -  LW1019
 LW1019  STATE/COUNTY-  RI/WASHINGTON
 LW1019  USGS QUAD   -  KINGSTON (1975)
 LW1019
 LW1019                         *CURRENT SURVEY CONTROL
 LW1019  ___________________________________________________________________
 LW1019* NAD 83(1986)-  41 28 51.     (N)    071 31 47.     (W)     SCALED    
 LW1019* NAVD 88     -        55.757  (meters)     182.93   (feet)  ADJUSTED  
 LW1019  ___________________________________________________________________
 LW1019  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LW1019  DYNAMIC HT  -          55.737 (meters)     182.86  (feet)  COMP
 LW1019  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 LW1019
 LW1019  VERT ORDER  -  SECOND    CLASS 0
 LW1019
 LW1019.The horizontal coordinates were scaled from a topographic map and have
 LW1019.an estimated accuracy of +/- 6 seconds.
 LW1019
 LW1019.The orthometric height was determined by differential leveling
 LW1019.and adjusted by the National Geodetic Survey in June 1991..
 LW1019
 LW1019.The geoid height was determined by GEOID03.
 LW1019
 LW1019.The dynamic height is computed by dividing the NAVD 88
 LW1019.geopotential number by the normal gravity value computed on the
 LW1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1019.degrees latitude (g = 980.6199 gals.).
 LW1019
 LW1019.The modeled gravity was interpolated from observed gravity values.
 LW1019
 LW1019;                    North         East    Units  Estimated Accuracy
 LW1019;SPC RI       -    44,150.       97,520.      MT  (+/- 180 meters Scaled)
 LW1019
 LW1019                          SUPERSEDED SURVEY CONTROL
 LW1019
 LW1019  NGVD 29 (??/??/92)   56.035  (m)          183.84   (f) ADJ UNCH    2 0
 LW1019
 LW1019.Superseded values are not recommended for survey control.
 LW1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1019.See file dsdata.txt to determine how the superseded data were derived.
 LW1019
 LW1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF887952(NAD 83)
 LW1019_MARKER: DD = SURVEY DISK
 LW1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1019_STAMPING: 352
 LW1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1019+STABILITY: SURFACE MOTION
 LW1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1019+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 LW1019
 LW1019  HISTORY     - Date     Condition        Report By
 LW1019  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1019  HISTORY     - 1969     GOOD             NGS
 LW1019  HISTORY     - 1988     GOOD             USPSQD
 LW1019  HISTORY     - 1989     GOOD             USPSQD
 LW1019  HISTORY     - 1989     GOOD             USPSQD
 LW1019  HISTORY     - 1990     GOOD             USPSQD
 LW1019  HISTORY     - 20011010 GOOD             USPSQD
 LW1019  HISTORY     - 20040419 GOOD             USPSQD
 LW1019
 LW1019                          STATION DESCRIPTION
 LW1019
 LW1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1019'0.5 MI W FROM KINGSTON.
 LW1019'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 138 FROM THE JUNCTION
 LW1019'OF STATE HIGHWAY 108 AT KINGSTON, AT THE JUNCTION OF LOWER
 LW1019'COLLEGE ROAD LEADING NORTH, 27 FEET SOUTH OF THE CENTER LINE OF
 LW1019'THE HIGHWAY, 13 FEET EAST OF THE CENTER LINE OF A PRIVATE
 LW1019'DRIVEWAY LEADING SOUTH, 35 FEET SOUTHEAST OF THE CENTER OF THE
 LW1019'JUNCTION OF THE HIGHWAY AND ROAD, 6 FEET EAST OF THE WEST END
 LW1019'OF A ROCK FENCE, 0.7 FOOT NORTH OF THE NORTH SIDE OF ROCK FENCE,
 LW1019'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 LW1019'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1019'NOTE-- MARK MAY BE REACHED BY GOING 1.45 MILE EAST ALONG STATE
 LW1019'HIGHWAY 138 FROM THE POST OFFICE AT WEST KINGSTON.
 LW1019
 LW1019                          STATION RECOVERY (1988)
 LW1019
 LW1019'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1019'RECOVERED IN GOOD CONDITION.
 LW1019
 LW1019                          STATION RECOVERY (1989)
 LW1019
 LW1019'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1019'RECOVERED IN GOOD CONDITION.
 LW1019
 LW1019                          STATION RECOVERY (1989)
 LW1019
 LW1019'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1019'RECOVERED IN GOOD CONDITION.
 LW1019
 LW1019                          STATION RECOVERY (1990)
 LW1019
 LW1019'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1019'RECOVERED IN GOOD CONDITION.
 LW1019
 LW1019                          STATION RECOVERY (2001)
 LW1019
 LW1019'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1019'RECOVERED IN GOOD CONDITION.
 LW1019
 LW1019                          STATION RECOVERY (2004)
 LW1019
 LW1019'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1021 ***********************************************************************
 LW1021  DESIGNATION -  353
 LW1021  PID         -  LW1021
 LW1021  STATE/COUNTY-  RI/WASHINGTON
 LW1021  USGS QUAD   -  KINGSTON (1975)
 LW1021
 LW1021                         *CURRENT SURVEY CONTROL
 LW1021  ___________________________________________________________________
 LW1021* NAD 83(1986)-  41 28 54.     (N)    071 32 50.     (W)     SCALED    
 LW1021* NAVD 88     -        32.569  (meters)     106.85   (feet)  ADJUSTED  
 LW1021  ___________________________________________________________________
 LW1021  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LW1021  DYNAMIC HT  -          32.558 (meters)     106.82  (feet)  COMP
 LW1021  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 LW1021
 LW1021  VERT ORDER  -  SECOND    CLASS 0
 LW1021
 LW1021.The horizontal coordinates were scaled from a topographic map and have
 LW1021.an estimated accuracy of +/- 6 seconds.
 LW1021
 LW1021.The orthometric height was determined by differential leveling
 LW1021.and adjusted by the National Geodetic Survey in June 1991..
 LW1021
 LW1021.The geoid height was determined by GEOID03.
 LW1021
 LW1021.The dynamic height is computed by dividing the NAVD 88
 LW1021.geopotential number by the normal gravity value computed on the
 LW1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1021.degrees latitude (g = 980.6199 gals.).
 LW1021
 LW1021.The modeled gravity was interpolated from observed gravity values.
 LW1021
 LW1021;                    North         East    Units  Estimated Accuracy
 LW1021;SPC RI       -    44,240.       96,060.      MT  (+/- 180 meters Scaled)
 LW1021
 LW1021                          SUPERSEDED SURVEY CONTROL
 LW1021
 LW1021  NGVD 29 (??/??/92)   32.848  (m)          107.77   (f) ADJ UNCH    2 0
 LW1021
 LW1021.Superseded values are not recommended for survey control.
 LW1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1021.See file dsdata.txt to determine how the superseded data were derived.
 LW1021
 LW1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF873953(NAD 83)
 LW1021_MARKER: DD = SURVEY DISK
 LW1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1021_STAMPING: 353
 LW1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1021+STABILITY: SURFACE MOTION
 LW1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1021+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 LW1021
 LW1021  HISTORY     - Date     Condition        Report By
 LW1021  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1021  HISTORY     - 1969     GOOD             NGS
 LW1021  HISTORY     - 1988     GOOD             USPSQD
 LW1021  HISTORY     - 1989     GOOD             USPSQD
 LW1021  HISTORY     - 1989     GOOD             USPSQD
 LW1021  HISTORY     - 1990     GOOD             USPSQD
 LW1021  HISTORY     - 20011010 GOOD             USPSQD
 LW1021  HISTORY     - 20040417 GOOD             USPSQD
 LW1021
 LW1021                          STATION DESCRIPTION
 LW1021
 LW1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1021'0.5 MI E FROM WEST KINGSTON.
 LW1021'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 LW1021'AT WEST KINGSTON, 0.15 MILE EAST OF THE JUNCTION OF STATE HIGHWAY
 LW1021'110 LEADING SOUTH, 80 FEET NORTHWEST OF THE CENTER OF THE
 LW1021'JUNCTION OF A ROAD LEADING NORTHWEST TO A CEMETERY, 31 FEET
 LW1021'NORTH OF THE CENTER LINE OF THE HIGHWAY, 52 1/2 FEET NORTHEAST
 LW1021'OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 476, 1 1/2 FEET
 LW1021'SOUTH OF A FENCE LINE, 1 1/2 FEET EAST OF A METAL WITNESS POST,
 LW1021'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW1021'POST FLUSH WITH THE GROUND.
 LW1021
 LW1021                          STATION RECOVERY (1988)
 LW1021
 LW1021'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1021'RECOVERED IN GOOD CONDITION.
 LW1021
 LW1021                          STATION RECOVERY (1989)
 LW1021
 LW1021'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1021'RECOVERED IN GOOD CONDITION.
 LW1021
 LW1021                          STATION RECOVERY (1989)
 LW1021
 LW1021'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1021'RECOVERED IN GOOD CONDITION.
 LW1021
 LW1021                          STATION RECOVERY (1990)
 LW1021
 LW1021'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1021'RECOVERED IN GOOD CONDITION.
 LW1021
 LW1021                          STATION RECOVERY (2001)
 LW1021
 LW1021'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1021'RECOVERED IN GOOD CONDITION.
 LW1021
 LW1021                          STATION RECOVERY (2004)
 LW1021
 LW1021'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1023 ***********************************************************************
 LW1023  DESIGNATION -  354
 LW1023  PID         -  LW1023
 LW1023  STATE/COUNTY-  RI/WASHINGTON
 LW1023  USGS QUAD   -  KINGSTON (1975)
 LW1023
 LW1023                         *CURRENT SURVEY CONTROL
 LW1023  ___________________________________________________________________
 LW1023* NAD 83(1986)-  41 29 15.     (N)    071 33 58.     (W)     SCALED    
 LW1023* NAVD 88     -        33.490  (meters)     109.88   (feet)  ADJUSTED  
 LW1023  ___________________________________________________________________
 LW1023  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW1023  DYNAMIC HT  -          33.478 (meters)     109.84  (feet)  COMP
 LW1023  MODELED GRAV-     980,274.4   (mgal)                       NAVD 88
 LW1023
 LW1023  VERT ORDER  -  SECOND    CLASS 0
 LW1023
 LW1023.The horizontal coordinates were scaled from a topographic map and have
 LW1023.an estimated accuracy of +/- 6 seconds.
 LW1023
 LW1023.The orthometric height was determined by differential leveling
 LW1023.and adjusted by the National Geodetic Survey in June 1991..
 LW1023
 LW1023.The geoid height was determined by GEOID03.
 LW1023
 LW1023.The dynamic height is computed by dividing the NAVD 88
 LW1023.geopotential number by the normal gravity value computed on the
 LW1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1023.degrees latitude (g = 980.6199 gals.).
 LW1023
 LW1023.The modeled gravity was interpolated from observed gravity values.
 LW1023
 LW1023;                    North         East    Units  Estimated Accuracy
 LW1023;SPC RI       -    44,890.       94,480.      MT  (+/- 180 meters Scaled)
 LW1023
 LW1023                          SUPERSEDED SURVEY CONTROL
 LW1023
 LW1023  NGVD 29 (??/??/92)   33.769  (m)          110.79   (f) ADJ UNCH    2 0
 LW1023
 LW1023.Superseded values are not recommended for survey control.
 LW1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1023.See file dsdata.txt to determine how the superseded data were derived.
 LW1023
 LW1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF857960(NAD 83)
 LW1023_MARKER: DD = SURVEY DISK
 LW1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1023_STAMPING: 354
 LW1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1023+STABILITY: SURFACE MOTION
 LW1023
 LW1023  HISTORY     - Date     Condition        Report By
 LW1023  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1023  HISTORY     - 1969     GOOD             NGS
 LW1023  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1023  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 LW1023  HISTORY     - 20011010 POOR             USPSQD
 LW1023
 LW1023                          STATION DESCRIPTION
 LW1023
 LW1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1023'0.6 MI NW FROM WEST KINGSTON.
 LW1023'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 138 FROM THE POST
 LW1023'OFFICE AT WEST KINGSTON, ABOUT 0.5 MILE SOUTHEAST OF THE
 LW1023'INTERSECTION OF STATE HIGHWAY 2, 0.4 MILE NORTHWEST OF THE STATE
 LW1023'HIGHWAY 138 OVERPASS OVER THE PENN CENTRAL RAILROAD, 94.6 FEET
 LW1023'NORTH OF AND ACROSS A DRIVEWAY FROM THE NORTH CORNER OF A
 LW1023'ONE-STORY RESIDENCE, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LW1023'HIGHWAY, 43 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST
 LW1023'DRIVEWAY LEADING TO RESIDENCE, 27 FEET NORTHWEST OF POWER LINE
 LW1023'POLE 2742, 2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 LW1023'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW1023'10 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1023
 LW1023                          STATION RECOVERY (1989)
 LW1023
 LW1023'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1023'MARK NOT FOUND.
 LW1023
 LW1023                          STATION RECOVERY (1997)
 LW1023
 LW1023'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1023'MARK NOT FOUND.
 LW1023
 LW1023                          STATION RECOVERY (2001)
 LW1023
 LW1023'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1023'POOR CONDITION.DISC MISSING.BASE AND DRILL HOLE STILL VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1024 ***********************************************************************
 LW1024  DESIGNATION -  355
 LW1024  PID         -  LW1024
 LW1024  STATE/COUNTY-  RI/WASHINGTON
 LW1024  USGS QUAD   -  KINGSTON (1975)
 LW1024
 LW1024                         *CURRENT SURVEY CONTROL
 LW1024  ___________________________________________________________________
 LW1024* NAD 83(1986)-  41 29 43.     (N)    071 34 43.     (W)     SCALED    
 LW1024* NAVD 88     -        38.393  (meters)     125.96   (feet)  ADJUSTED  
 LW1024  ___________________________________________________________________
 LW1024  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW1024  DYNAMIC HT  -          38.379 (meters)     125.92  (feet)  COMP
 LW1024  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 LW1024
 LW1024  VERT ORDER  -  SECOND    CLASS 0
 LW1024
 LW1024.The horizontal coordinates were scaled from a topographic map and have
 LW1024.an estimated accuracy of +/- 6 seconds.
 LW1024
 LW1024.The orthometric height was determined by differential leveling
 LW1024.and adjusted by the National Geodetic Survey in June 1991..
 LW1024
 LW1024.The geoid height was determined by GEOID03.
 LW1024
 LW1024.The dynamic height is computed by dividing the NAVD 88
 LW1024.geopotential number by the normal gravity value computed on the
 LW1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1024.degrees latitude (g = 980.6199 gals.).
 LW1024
 LW1024.The modeled gravity was interpolated from observed gravity values.
 LW1024
 LW1024;                    North         East    Units  Estimated Accuracy
 LW1024;SPC RI       -    45,750.       93,440.      MT  (+/- 180 meters Scaled)
 LW1024
 LW1024                          SUPERSEDED SURVEY CONTROL
 LW1024
 LW1024  NGVD 29 (??/??/92)   38.672  (m)          126.88   (f) ADJ UNCH    2 0
 LW1024
 LW1024.Superseded values are not recommended for survey control.
 LW1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1024.See file dsdata.txt to determine how the superseded data were derived.
 LW1024
 LW1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF847969(NAD 83)
 LW1024_MARKER: DD = SURVEY DISK
 LW1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1024_STAMPING: 355
 LW1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1024+STABILITY: SURFACE MOTION
 LW1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1024+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW1024
 LW1024  HISTORY     - Date     Condition        Report By
 LW1024  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1024  HISTORY     - 1969     GOOD             NGS
 LW1024  HISTORY     - 1988     POOR             USPSQD
 LW1024  HISTORY     - 1989     GOOD             USPSQD
 LW1024  HISTORY     - 1989     GOOD             USPSQD
 LW1024  HISTORY     - 1990     POOR             USPSQD
 LW1024  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 LW1024  HISTORY     - 20011010 GOOD             USPSQD
 LW1024  HISTORY     - 20040419 GOOD             USPSQD
 LW1024  HISTORY     - 20060630 GOOD             USPSQD
 LW1024
 LW1024                          STATION DESCRIPTION
 LW1024
 LW1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1024'1.4 MI NW FROM WEST KINGSTON.
 LW1024'ABOUT 1.4 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE POST
 LW1024'OFFICE AT WEST KINGSTON, ABOUT 0.3 MILE NORTHWEST OF THE
 LW1024'INTERSECTION OF STATE HIGHWAY 2 AND 138, (A TRAFFIC CIRCLE), AT
 LW1024'THE JUNCTION OF WAITES CORNER ROAD LEADING EAST AND SAND TURN
 LW1024'ROAD LEADING NORTH, 25 1/2 FEET NORTHEAST OF THE CENTER LINE
 LW1024'OF THE HIGHWAY, 31 1/2 FEET WEST OF THE CENTER LINE OF SAND TURN
 LW1024'ROAD, 6 1/2 FEET NORTH OF POWER LINE POLE 605, ABOUT LEVEL WITH
 LW1024'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 LW1024'INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1024
 LW1024                          STATION RECOVERY (1988)
 LW1024
 LW1024'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1024'MARK RECOVERED IN POOR CONDITION.
 LW1024
 LW1024                          STATION RECOVERY (1989)
 LW1024
 LW1024'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1024'RECOVERED IN GOOD CONDITION.
 LW1024
 LW1024                          STATION RECOVERY (1989)
 LW1024
 LW1024'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1024'RECOVERED IN GOOD CONDITION.
 LW1024
 LW1024                          STATION RECOVERY (1990)
 LW1024
 LW1024'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1024'MARK RECOVERED IN POOR CONDITION.
 LW1024
 LW1024                          STATION RECOVERY (1997)
 LW1024
 LW1024'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1024'MARK NOT FOUND.
 LW1024
 LW1024                          STATION RECOVERY (2001)
 LW1024
 LW1024'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1024'RECOVERED IN GOOD CONDITION.
 LW1024
 LW1024                          STATION RECOVERY (2004)
 LW1024
 LW1024'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1024'RECOVERED IN GOOD CONDITION.
 LW1024
 LW1024                          STATION RECOVERY (2006)
 LW1024
 LW1024'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1403 ***********************************************************************
 LW1403  DESIGNATION -  356
 LW1403  PID         -  LW1403
 LW1403  STATE/COUNTY-  RI/WASHINGTON
 LW1403  USGS QUAD   -  SLOCUM (1975)
 LW1403
 LW1403                         *CURRENT SURVEY CONTROL
 LW1403  ___________________________________________________________________
 LW1403* NAD 83(1986)-  41 30 13.     (N)    071 35 45.     (W)     SCALED    
 LW1403* NAVD 88     -        35.921  (meters)     117.85   (feet)  ADJUSTED  
 LW1403  ___________________________________________________________________
 LW1403  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW1403  DYNAMIC HT  -          35.908 (meters)     117.81  (feet)  COMP
 LW1403  MODELED GRAV-     980,272.3   (mgal)                       NAVD 88
 LW1403
 LW1403  VERT ORDER  -  SECOND    CLASS 0
 LW1403
 LW1403.The horizontal coordinates were scaled from a topographic map and have
 LW1403.an estimated accuracy of +/- 6 seconds.
 LW1403
 LW1403.The orthometric height was determined by differential leveling
 LW1403.and adjusted by the National Geodetic Survey in June 1991..
 LW1403
 LW1403.The geoid height was determined by GEOID03.
 LW1403
 LW1403.The dynamic height is computed by dividing the NAVD 88
 LW1403.geopotential number by the normal gravity value computed on the
 LW1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1403.degrees latitude (g = 980.6199 gals.).
 LW1403
 LW1403.The modeled gravity was interpolated from observed gravity values.
 LW1403
 LW1403;                    North         East    Units  Estimated Accuracy
 LW1403;SPC RI       -    46,680.       92,000.      MT  (+/- 180 meters Scaled)
 LW1403
 LW1403                          SUPERSEDED SURVEY CONTROL
 LW1403
 LW1403  NGVD 29 (??/??/92)   36.199  (m)          118.76   (f) ADJ UNCH    2 0
 LW1403
 LW1403.Superseded values are not recommended for survey control.
 LW1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1403.See file dsdata.txt to determine how the superseded data were derived.
 LW1403
 LW1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF833979(NAD 83)
 LW1403_MARKER: DD = SURVEY DISK
 LW1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1403_STAMPING: 356
 LW1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1403+STABILITY: SURFACE MOTION
 LW1403
 LW1403  HISTORY     - Date     Condition        Report By
 LW1403  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1403  HISTORY     - 1969     GOOD             NGS
 LW1403  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1403  HISTORY     - 19901121 GOOD             USPSQD
 LW1403  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 LW1403
 LW1403                          STATION DESCRIPTION
 LW1403
 LW1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1403'2.5 MI NW FROM WEST KINGSTON.
 LW1403'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE
 LW1403'POST OFFICE AT WEST KINGSTON, 53 1/2 FEET NORTHWEST OF THE
 LW1403'CENTER OF THE JUNCTION OF DUGWAY BRIDGE ROAD LEADING NORTH,
 LW1403'24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 36 1/2 FEET
 LW1403'WEST OF THE CENTER LINE OF THE ROAD, 12 FEET EAST OF POWER LINE
 LW1403'POLE 662, ABOUT 0.3 MILE EAST OF THE QUEENS RIVER BAPTIST CHURCH
 LW1403'AND CEMETERY, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 LW1403'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW1403'NOTE-- POST IS CHIPPED ON THE WEST SIDE.
 LW1403
 LW1403                          STATION RECOVERY (1987)
 LW1403
 LW1403'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1403'MARK NOT FOUND.
 LW1403
 LW1403                          STATION RECOVERY (1990)
 LW1403
 LW1403'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1403'RECOVERED IN GOOD CONDITION.
 LW1403
 LW1403                          STATION RECOVERY (1997)
 LW1403
 LW1403'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1025 ***********************************************************************
 LW1025  DESIGNATION -  357
 LW1025  PID         -  LW1025
 LW1025  STATE/COUNTY-  RI/WASHINGTON
 LW1025  USGS QUAD   -  KINGSTON (1975)
 LW1025
 LW1025                         *CURRENT SURVEY CONTROL
 LW1025  ___________________________________________________________________
 LW1025* NAD 83(1986)-  41 29 51.     (N)    071 36 43.     (W)     SCALED    
 LW1025* NAVD 88     -        47.221  (meters)     154.92   (feet)  ADJUSTED  
 LW1025  ___________________________________________________________________
 LW1025  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LW1025  DYNAMIC HT  -          47.204 (meters)     154.87  (feet)  COMP
 LW1025  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LW1025
 LW1025  VERT ORDER  -  SECOND    CLASS 0
 LW1025
 LW1025.The horizontal coordinates were scaled from a topographic map and have
 LW1025.an estimated accuracy of +/- 6 seconds.
 LW1025
 LW1025.The orthometric height was determined by differential leveling
 LW1025.and adjusted by the National Geodetic Survey in June 1991..
 LW1025
 LW1025.The geoid height was determined by GEOID03.
 LW1025
 LW1025.The dynamic height is computed by dividing the NAVD 88
 LW1025.geopotential number by the normal gravity value computed on the
 LW1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1025.degrees latitude (g = 980.6199 gals.).
 LW1025
 LW1025.The modeled gravity was interpolated from observed gravity values.
 LW1025
 LW1025;                    North         East    Units  Estimated Accuracy
 LW1025;SPC RI       -    46,000.       90,650.      MT  (+/- 180 meters Scaled)
 LW1025
 LW1025                          SUPERSEDED SURVEY CONTROL
 LW1025
 LW1025  NGVD 29 (??/??/92)   47.496  (m)          155.83   (f) ADJ UNCH    2 0
 LW1025
 LW1025.Superseded values are not recommended for survey control.
 LW1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1025.See file dsdata.txt to determine how the superseded data were derived.
 LW1025
 LW1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF819972(NAD 83)
 LW1025_MARKER: DD = SURVEY DISK
 LW1025_SETTING: 66 = SET IN ROCK OUTCROP
 LW1025_SP_SET: ROCK LEDGE
 LW1025_STAMPING: 357
 LW1025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1025+STABILITY: POSITION/ELEVATION WELL
 LW1025
 LW1025  HISTORY     - Date     Condition        Report By
 LW1025  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1025  HISTORY     - 1969     GOOD             NGS
 LW1025  HISTORY     - 1988     GOOD             USPSQD
 LW1025  HISTORY     - 1989     GOOD             USPSQD
 LW1025  HISTORY     - 1989     GOOD             USPSQD
 LW1025  HISTORY     - 1990     GOOD             USPSQD
 LW1025  HISTORY     - 19971001 GOOD             USPSQD
 LW1025  HISTORY     - 20011010 GOOD             USPSQD
 LW1025  HISTORY     - 20060630 GOOD             USPSQD
 LW1025
 LW1025                          STATION DESCRIPTION
 LW1025
 LW1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1025'3.6 MI NW FROM WEST KINGSTON.
 LW1025'ABOUT 3.55 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE POST
 LW1025'OFFICE AT WEST KINGSTON, ABOUT 0.75 MILE WEST OF THE QUEENS RIVER
 LW1025'BAPTIST CHURCH AND CEMETERY, ABOUT 0.4 MILE WEST OF A 100-FOOT
 LW1025'LONG BRIDGE OVER THE USQUEPAUG RIVER, ON THE EAST SLOPE AND NEAR
 LW1025'THE TOP OF A HILL, 22.7 FEET NORTH OF THE CENTER LINE OF THE
 LW1025'HIGHWAY, 13 1/2 FEET EAST OF POWER LINE POLE 833, 1 FOOT NORTH
 LW1025'OF THE SOUTH EDGE OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE
 LW1025'HIGHWAY.
 LW1025
 LW1025                          STATION RECOVERY (1988)
 LW1025
 LW1025'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1025'RECOVERED IN GOOD CONDITION.
 LW1025
 LW1025                          STATION RECOVERY (1989)
 LW1025
 LW1025'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1025'RECOVERED IN GOOD CONDITION.
 LW1025
 LW1025                          STATION RECOVERY (1989)
 LW1025
 LW1025'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1025'RECOVERED IN GOOD CONDITION.
 LW1025
 LW1025                          STATION RECOVERY (1990)
 LW1025
 LW1025'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1025'RECOVERED IN GOOD CONDITION.
 LW1025
 LW1025                          STATION RECOVERY (1997)
 LW1025
 LW1025'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1025'RECOVERED IN GOOD CONDITION.
 LW1025
 LW1025                          STATION RECOVERY (2001)
 LW1025
 LW1025'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1025'RECOVERED IN GOOD CONDITION.
 LW1025
 LW1025                          STATION RECOVERY (2006)
 LW1025
 LW1025'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1026 ***********************************************************************
 LW1026  DESIGNATION -  358
 LW1026  PID         -  LW1026
 LW1026  STATE/COUNTY-  RI/WASHINGTON
 LW1026  USGS QUAD   -  KINGSTON (1975)
 LW1026
 LW1026                         *CURRENT SURVEY CONTROL
 LW1026  ___________________________________________________________________
 LW1026* NAD 83(1986)-  41 29 40.     (N)    071 37 17.     (W)     SCALED    
 LW1026* NAVD 88     -        43.385  (meters)     142.34   (feet)  ADJUSTED  
 LW1026  ___________________________________________________________________
 LW1026  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW1026  DYNAMIC HT  -          43.370 (meters)     142.29  (feet)  COMP
 LW1026  MODELED GRAV-     980,272.8   (mgal)                       NAVD 88
 LW1026
 LW1026  VERT ORDER  -  SECOND    CLASS 0
 LW1026
 LW1026.The horizontal coordinates were scaled from a topographic map and have
 LW1026.an estimated accuracy of +/- 6 seconds.
 LW1026
 LW1026.The orthometric height was determined by differential leveling
 LW1026.and adjusted by the National Geodetic Survey in June 1991..
 LW1026
 LW1026.The geoid height was determined by GEOID03.
 LW1026
 LW1026.The dynamic height is computed by dividing the NAVD 88
 LW1026.geopotential number by the normal gravity value computed on the
 LW1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1026.degrees latitude (g = 980.6199 gals.).
 LW1026
 LW1026.The modeled gravity was interpolated from observed gravity values.
 LW1026
 LW1026;                    North         East    Units  Estimated Accuracy
 LW1026;SPC RI       -    45,670.       89,860.      MT  (+/- 180 meters Scaled)
 LW1026
 LW1026                          SUPERSEDED SURVEY CONTROL
 LW1026
 LW1026  NGVD 29 (??/??/92)   43.660  (m)          143.24   (f) ADJ UNCH    2 0
 LW1026
 LW1026.Superseded values are not recommended for survey control.
 LW1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1026.See file dsdata.txt to determine how the superseded data were derived.
 LW1026
 LW1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF811969(NAD 83)
 LW1026_MARKER: DD = SURVEY DISK
 LW1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1026_STAMPING: 358
 LW1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1026+STABILITY: SURFACE MOTION
 LW1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1026+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW1026
 LW1026  HISTORY     - Date     Condition        Report By
 LW1026  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1026  HISTORY     - 1969     GOOD             NGS
 LW1026  HISTORY     - 1988     GOOD             USPSQD
 LW1026  HISTORY     - 1989     GOOD             USPSQD
 LW1026  HISTORY     - 1989     GOOD             USPSQD
 LW1026  HISTORY     - 1990     GOOD             USPSQD
 LW1026  HISTORY     - 19971001 GOOD             USPSQD
 LW1026  HISTORY     - 20011016 GOOD             USPSQD
 LW1026  HISTORY     - 20040419 GOOD             USPSQD
 LW1026  HISTORY     - 20060630 GOOD             USPSQD
 LW1026
 LW1026                          STATION DESCRIPTION
 LW1026
 LW1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1026'4.2 MI NW FROM WEST KINGSTON.
 LW1026'ABOUT 4.2 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE POST
 LW1026'OFFICE AT WEST KINGSTON, NEAR THE SOUTHWEST CORNER OF A LARGE
 LW1026'CEMETERY, 51 FEET WEST OF THE CENTER LINE OF A BLACK TOPPED ROAD
 LW1026'LEADING NORTH THRU CEMETERY, 41 FEET NORTH OF THE CENTER LINE
 LW1026'OF THE HIGHWAY, 6 FEET NORTHEAST OF POWER LINE POLE 918, 5 FEET
 LW1026'EAST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE CEMETERY,
 LW1026'0.8 FOOT SOUTH OF THE EAST-WEST FENCE LINE, 2 FEET ABOVE THE
 LW1026'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1026'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1026
 LW1026                          STATION RECOVERY (1988)
 LW1026
 LW1026'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1026'RECOVERED IN GOOD CONDITION.
 LW1026
 LW1026                          STATION RECOVERY (1989)
 LW1026
 LW1026'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1026'RECOVERED IN GOOD CONDITION.
 LW1026
 LW1026                          STATION RECOVERY (1989)
 LW1026
 LW1026'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1026'RECOVERED IN GOOD CONDITION.
 LW1026
 LW1026                          STATION RECOVERY (1990)
 LW1026
 LW1026'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1026'RECOVERED IN GOOD CONDITION.
 LW1026
 LW1026                          STATION RECOVERY (1997)
 LW1026
 LW1026'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1026'RECOVERED IN GOOD CONDITION.
 LW1026
 LW1026                          STATION RECOVERY (2001)
 LW1026
 LW1026'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1026'RECOVERED IN GOOD CONDITION.
 LW1026
 LW1026                          STATION RECOVERY (2004)
 LW1026
 LW1026'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1026'RECOVERED IN GOOD CONDITION.
 LW1026
 LW1026                          STATION RECOVERY (2006)
 LW1026
 LW1026'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1028 ***********************************************************************
 LW1028  DESIGNATION -  359
 LW1028  PID         -  LW1028
 LW1028  STATE/COUNTY-  RI/WASHINGTON
 LW1028  USGS QUAD   -  CAROLINA (1970)
 LW1028
 LW1028                         *CURRENT SURVEY CONTROL
 LW1028  ___________________________________________________________________
 LW1028* NAD 83(1986)-  41 29 49.     (N)    071 38 03.     (W)     SCALED    
 LW1028* NAVD 88     -        46.027  (meters)     151.01   (feet)  ADJUSTED  
 LW1028  ___________________________________________________________________
 LW1028  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LW1028  DYNAMIC HT  -          46.011 (meters)     150.95  (feet)  COMP
 LW1028  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 LW1028
 LW1028  VERT ORDER  -  SECOND    CLASS 0
 LW1028
 LW1028.The horizontal coordinates were scaled from a topographic map and have
 LW1028.an estimated accuracy of +/- 6 seconds.
 LW1028
 LW1028.The orthometric height was determined by differential leveling
 LW1028.and adjusted by the National Geodetic Survey in June 1991..
 LW1028
 LW1028.The geoid height was determined by GEOID03.
 LW1028
 LW1028.The dynamic height is computed by dividing the NAVD 88
 LW1028.geopotential number by the normal gravity value computed on the
 LW1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1028.degrees latitude (g = 980.6199 gals.).
 LW1028
 LW1028.The modeled gravity was interpolated from observed gravity values.
 LW1028
 LW1028;                    North         East    Units  Estimated Accuracy
 LW1028;SPC RI       -    45,940.       88,800.      MT  (+/- 180 meters Scaled)
 LW1028
 LW1028                          SUPERSEDED SURVEY CONTROL
 LW1028
 LW1028  NGVD 29 (??/??/92)   46.300  (m)          151.90   (f) ADJ UNCH    2 0
 LW1028
 LW1028.Superseded values are not recommended for survey control.
 LW1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1028.See file dsdata.txt to determine how the superseded data were derived.
 LW1028
 LW1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF801972(NAD 83)
 LW1028_MARKER: DD = SURVEY DISK
 LW1028_SETTING: 80 = SET IN A BOULDER
 LW1028_SP_SET: BOULDER
 LW1028_STAMPING: 359
 LW1028_MARK LOGO: RIBPR 
 LW1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1028+STABILITY: SURFACE MOTION
 LW1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1028+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW1028
 LW1028  HISTORY     - Date     Condition        Report By
 LW1028  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1028  HISTORY     - 1969     GOOD             NGS
 LW1028  HISTORY     - 1988     GOOD             USPSQD
 LW1028  HISTORY     - 1989     GOOD             USPSQD
 LW1028  HISTORY     - 1989     GOOD             USPSQD
 LW1028  HISTORY     - 19890315 GOOD             RIGS
 LW1028  HISTORY     - 1990     GOOD             USPSQD
 LW1028  HISTORY     - 19971001 GOOD             USPSQD
 LW1028  HISTORY     - 20011016 GOOD             USPSQD
 LW1028  HISTORY     - 20040419 GOOD             USPSQD
 LW1028  HISTORY     - 20060630 GOOD             USPSQD
 LW1028
 LW1028                          STATION DESCRIPTION
 LW1028
 LW1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1028'4.6 MI NE FROM HOPE VALLEY.
 LW1028'ABOUT 4.6 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE FIRST
 LW1028'BAPTIST CHURCH AT HOPE VALLEY, ABOUT 5.0 MILES NORTHWEST ALONG
 LW1028'STATE HIGHWAY 138 FROM THE POST OFFICE AT WEST KINGSTON, IN A
 LW1028'SMALL CLEARED AREA, ABOUT 72 YARDS SOUTHEAST OF THE JUNCTION OF
 LW1028'THE HIGHWAY AND A DRIVE LEADING TO NEWMANS POULTRY FARM, SET IN
 LW1028'THE TOP OF A 6-BY-4-FOOT BOULDER WHICH PROJECTS 3 FEET ABOVE
 LW1028'THE LEVEL OF THE GROUND, 77 FEET NORTHEAST OF THE CENTER LINE
 LW1028'OF THE HIGHWAY, 52 FEET SOUTH OF THE CENTER LINE OF DRIVEWAY AND
 LW1028'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1028
 LW1028                          STATION RECOVERY (1988)
 LW1028
 LW1028'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1028'RECOVERED IN GOOD CONDITION.
 LW1028
 LW1028                          STATION RECOVERY (1989)
 LW1028
 LW1028'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1028'RECOVERED IN GOOD CONDITION.
 LW1028
 LW1028                          STATION RECOVERY (1989)
 LW1028
 LW1028'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1028'RECOVERED IN GOOD CONDITION.
 LW1028
 LW1028                          STATION RECOVERY (1989)
 LW1028
 LW1028'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1028'RECOVERED IN GOOD CONDITION.
 LW1028
 LW1028                          STATION RECOVERY (1990)
 LW1028
 LW1028'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1028'RECOVERED IN GOOD CONDITION.
 LW1028
 LW1028                          STATION RECOVERY (1997)
 LW1028
 LW1028'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1028'RECOVERED IN GOOD CONDITION.
 LW1028
 LW1028                          STATION RECOVERY (2001)
 LW1028
 LW1028'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1028'RECOVERED IN GOOD CONDITION.
 LW1028
 LW1028                          STATION RECOVERY (2004)
 LW1028
 LW1028'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1028'RECOVERED IN GOOD CONDITION.
 LW1028
 LW1028                          STATION RECOVERY (2006)
 LW1028
 LW1028'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1005 ***********************************************************************
 LW1005  DESIGNATION -  361
 LW1005  PID         -  LW1005
 LW1005  STATE/COUNTY-  RI/WASHINGTON
 LW1005  USGS QUAD   -  CAROLINA (1970)
 LW1005
 LW1005                         *CURRENT SURVEY CONTROL
 LW1005  ___________________________________________________________________
 LW1005* NAD 83(1986)-  41 23 48.     (N)    071 38 19.     (W)     SCALED    
 LW1005* NAVD 88     -        29.659  (meters)      97.31   (feet)  ADJUSTED  
 LW1005  ___________________________________________________________________
 LW1005  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LW1005  DYNAMIC HT  -          29.649 (meters)      97.27  (feet)  COMP
 LW1005  MODELED GRAV-     980,276.8   (mgal)                       NAVD 88
 LW1005
 LW1005  VERT ORDER  -  SECOND    CLASS 0
 LW1005
 LW1005.The horizontal coordinates were scaled from a topographic map and have
 LW1005.an estimated accuracy of +/- 6 seconds.
 LW1005
 LW1005.The orthometric height was determined by differential leveling
 LW1005.and adjusted by the National Geodetic Survey in June 1991..
 LW1005
 LW1005.The geoid height was determined by GEOID03.
 LW1005
 LW1005.The dynamic height is computed by dividing the NAVD 88
 LW1005.geopotential number by the normal gravity value computed on the
 LW1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1005.degrees latitude (g = 980.6199 gals.).
 LW1005
 LW1005.The modeled gravity was interpolated from observed gravity values.
 LW1005
 LW1005;                    North         East    Units  Estimated Accuracy
 LW1005;SPC RI       -    34,810.       88,410.      MT  (+/- 180 meters Scaled)
 LW1005
 LW1005                          SUPERSEDED SURVEY CONTROL
 LW1005
 LW1005  NGVD 29 (??/??/92)   29.942  (m)           98.23   (f) ADJ UNCH    2 0
 LW1005
 LW1005.Superseded values are not recommended for survey control.
 LW1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1005.See file dsdata.txt to determine how the superseded data were derived.
 LW1005
 LW1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF794861(NAD 83)
 LW1005_MARKER: DD = SURVEY DISK
 LW1005_SETTING: 80 = SET IN A BOULDER
 LW1005_SP_SET: BOULDER
 LW1005_STAMPING: 361
 LW1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1005+STABILITY: SURFACE MOTION
 LW1005
 LW1005  HISTORY     - Date     Condition        Report By
 LW1005  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1005  HISTORY     - 1969     GOOD             NGS
 LW1005  HISTORY     - 1984     GOOD             USPSQD
 LW1005  HISTORY     - 1989     GOOD             USPSQD
 LW1005  HISTORY     - 1990     GOOD             USPSQD
 LW1005
 LW1005                          STATION DESCRIPTION
 LW1005
 LW1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1005'0.8 MI N FROM CHARLESTOWN.
 LW1005'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 2 AND 112 FROM THE
 LW1005'JUNCTION OF U.S. HIGHWAY 1 AT CHARLESTOWN, 0.45 MILE SOUTH OF THE
 LW1005'CROSSING OF LEWIS TRAIL, SET ON THE TOP AND AT ABOUT THE HIGHEST
 LW1005'POINT OF A 5-BY-2-FOOT BURIED BOULDER WHICH PROJECTS 1 FOOT ON
 LW1005'THE WEST SIDE, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LW1005'102 1/2 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM POWER LINE
 LW1005'POLE 1530, 91 FEET SOUTH OF POWER LINE BRACE POLE 1530S, AND
 LW1005'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW1005
 LW1005                          STATION RECOVERY (1984)
 LW1005
 LW1005'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW1005'RECOVERED IN GOOD CONDITION.
 LW1005
 LW1005                          STATION RECOVERY (1989)
 LW1005
 LW1005'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1005'RECOVERED IN GOOD CONDITION.
 LW1005
 LW1005                          STATION RECOVERY (1990)
 LW1005
 LW1005'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW1005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1006 ***********************************************************************
 LW1006  DESIGNATION -  362
 LW1006  PID         -  LW1006
 LW1006  STATE/COUNTY-  RI/WASHINGTON
 LW1006  USGS QUAD   -  CAROLINA (1970)
 LW1006
 LW1006                         *CURRENT SURVEY CONTROL
 LW1006  ___________________________________________________________________
 LW1006* NAD 83(1986)-  41 24 41.     (N)    071 38 44.     (W)     SCALED    
 LW1006* NAVD 88     -        30.880  (meters)     101.31   (feet)  ADJUSTED  
 LW1006  ___________________________________________________________________
 LW1006  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LW1006  DYNAMIC HT  -          30.869 (meters)     101.28  (feet)  COMP
 LW1006  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 LW1006
 LW1006  VERT ORDER  -  SECOND    CLASS 0
 LW1006
 LW1006.The horizontal coordinates were scaled from a topographic map and have
 LW1006.an estimated accuracy of +/- 6 seconds.
 LW1006
 LW1006.The orthometric height was determined by differential leveling
 LW1006.and adjusted by the National Geodetic Survey in June 1991..
 LW1006
 LW1006.The geoid height was determined by GEOID03.
 LW1006
 LW1006.The dynamic height is computed by dividing the NAVD 88
 LW1006.geopotential number by the normal gravity value computed on the
 LW1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1006.degrees latitude (g = 980.6199 gals.).
 LW1006
 LW1006.The modeled gravity was interpolated from observed gravity values.
 LW1006
 LW1006;                    North         East    Units  Estimated Accuracy
 LW1006;SPC RI       -    36,440.       87,830.      MT  (+/- 180 meters Scaled)
 LW1006
 LW1006                          SUPERSEDED SURVEY CONTROL
 LW1006
 LW1006  NGVD 29 (??/??/92)   31.163  (m)          102.24   (f) ADJ UNCH    2 0
 LW1006
 LW1006.Superseded values are not recommended for survey control.
 LW1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1006.See file dsdata.txt to determine how the superseded data were derived.
 LW1006
 LW1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF788878(NAD 83)
 LW1006_MARKER: DD = SURVEY DISK
 LW1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1006_STAMPING: 362
 LW1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1006+STABILITY: SURFACE MOTION
 LW1006
 LW1006  HISTORY     - Date     Condition        Report By
 LW1006  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1006  HISTORY     - 1969     GOOD             NGS
 LW1006  HISTORY     - 1984     GOOD             USPSQD
 LW1006  HISTORY     - 1989     GOOD             USPSQD
 LW1006  HISTORY     - 1990     GOOD             USPSQD
 LW1006
 LW1006                          STATION DESCRIPTION
 LW1006
 LW1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1006'1.8 MI N FROM CHARLESTOWN.
 LW1006'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 2 AND 112 FROM THE
 LW1006'JUNCTION OF U.S. HIGHWAY 1 AT CHARLESTOWN, 0.3 MILE SOUTH OF THE
 LW1006'CHARLESTOWN TOWN HALL, 0.1 MILE NORTH OF RHODE ISLAND HISTORICAL
 LW1006'CEMETERY NO. 14, 27 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LW1006'60 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 LW1006'1508, 4.6 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 LW1006'CATCH BASIN, 4.7 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 LW1006'CATCH BASIN, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 LW1006'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LW1006'THE GROUND.
 LW1006
 LW1006                          STATION RECOVERY (1984)
 LW1006
 LW1006'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW1006'RECOVERED IN GOOD CONDITION.
 LW1006
 LW1006                          STATION RECOVERY (1989)
 LW1006
 LW1006'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1006'RECOVERED IN GOOD CONDITION.
 LW1006
 LW1006                          STATION RECOVERY (1990)
 LW1006
 LW1006'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1007 ***********************************************************************
 LW1007  DESIGNATION -  363
 LW1007  PID         -  LW1007
 LW1007  STATE/COUNTY-  RI/WASHINGTON
 LW1007  USGS QUAD   -  CAROLINA (1970)
 LW1007
 LW1007                         *CURRENT SURVEY CONTROL
 LW1007  ___________________________________________________________________
 LW1007* NAD 83(1986)-  41 25 19.     (N)    071 38 54.     (W)     SCALED    
 LW1007* NAVD 88     -        43.864  (meters)     143.91   (feet)  ADJUSTED  
 LW1007  ___________________________________________________________________
 LW1007  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW1007  DYNAMIC HT  -          43.849 (meters)     143.86  (feet)  COMP
 LW1007  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW1007
 LW1007  VERT ORDER  -  SECOND    CLASS 0
 LW1007
 LW1007.The horizontal coordinates were scaled from a topographic map and have
 LW1007.an estimated accuracy of +/- 6 seconds.
 LW1007
 LW1007.The orthometric height was determined by differential leveling
 LW1007.and adjusted by the National Geodetic Survey in June 1991..
 LW1007
 LW1007.The geoid height was determined by GEOID03.
 LW1007
 LW1007.The dynamic height is computed by dividing the NAVD 88
 LW1007.geopotential number by the normal gravity value computed on the
 LW1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1007.degrees latitude (g = 980.6199 gals.).
 LW1007
 LW1007.The modeled gravity was interpolated from observed gravity values.
 LW1007
 LW1007;                    North         East    Units  Estimated Accuracy
 LW1007;SPC RI       -    37,620.       87,600.      MT  (+/- 180 meters Scaled)
 LW1007
 LW1007                          SUPERSEDED SURVEY CONTROL
 LW1007
 LW1007  NGVD 29 (??/??/92)   44.146  (m)          144.84   (f) ADJ UNCH    2 0
 LW1007
 LW1007.Superseded values are not recommended for survey control.
 LW1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1007.See file dsdata.txt to determine how the superseded data were derived.
 LW1007
 LW1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF786889(NAD 83)
 LW1007_MARKER: DD = SURVEY DISK
 LW1007_SETTING: 80 = SET IN A BOULDER
 LW1007_SP_SET: BOULDER
 LW1007_STAMPING: 363
 LW1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1007+STABILITY: SURFACE MOTION
 LW1007
 LW1007  HISTORY     - Date     Condition        Report By
 LW1007  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1007  HISTORY     - 1969     GOOD             NGS
 LW1007  HISTORY     - 1984     GOOD             USPSQD
 LW1007  HISTORY     - 1989     GOOD             USPSQD
 LW1007  HISTORY     - 1990     POOR             USPSQD
 LW1007  HISTORY     - 19980921 GOOD             USPSQD
 LW1007
 LW1007                          STATION DESCRIPTION
 LW1007
 LW1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1007'2.6 MI N FROM CHARLESTOWN.
 LW1007'ABOUT 2.65 MILES NORTH ALONG STATE HIGHWAY 2 AND 112 FROM THE
 LW1007'JUNCTION OF U.S. HIGHWAY 1 AT CHARLESTOWN, 0.5 MILE NORTH OF THE
 LW1007'CHARLESTOWN TOWN HALL, 0.35 MILE SOUTH OF THE JUNCTION OF STATE
 LW1007'HIGHWAY 112 AND 2, SET ON THE TOP OF AN 8-BY-6-FOOT BURIED
 LW1007'BOULDER WHICH PROJECTS 3 1/2 FEET AT THE HIGHEST POINT, 40 FEET
 LW1007'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 22 1/2 FEET SOUTH
 LW1007'OF POWER LINE POLE NO. 1493, 2.7 FEET WEST OF THE HIGHEST POINT
 LW1007'OF BOULDER AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW1007
 LW1007                          STATION RECOVERY (1984)
 LW1007
 LW1007'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW1007'RECOVERED IN GOOD CONDITION.
 LW1007
 LW1007                          STATION RECOVERY (1989)
 LW1007
 LW1007'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1007'RECOVERED IN GOOD CONDITION.
 LW1007
 LW1007                          STATION RECOVERY (1990)
 LW1007
 LW1007'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW1007'MARK RECOVERED IN POOR CONDITION.
 LW1007
 LW1007                          STATION RECOVERY (1998)
 LW1007
 LW1007'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1012 ***********************************************************************
 LW1012  DESIGNATION -  364
 LW1012  PID         -  LW1012
 LW1012  STATE/COUNTY-  RI/WASHINGTON
 LW1012  USGS QUAD   -  CAROLINA (1970)
 LW1012
 LW1012                         *CURRENT SURVEY CONTROL
 LW1012  ___________________________________________________________________
 LW1012* NAD 83(1986)-  41 26 09.     (N)    071 38 23.     (W)     SCALED    
 LW1012* NAVD 88     -        33.265  (meters)     109.14   (feet)  ADJUSTED  
 LW1012  ___________________________________________________________________
 LW1012  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW1012  DYNAMIC HT  -          33.253 (meters)     109.10  (feet)  COMP
 LW1012  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LW1012
 LW1012  VERT ORDER  -  SECOND    CLASS 0
 LW1012
 LW1012.The horizontal coordinates were scaled from a topographic map and have
 LW1012.an estimated accuracy of +/- 6 seconds.
 LW1012
 LW1012.The orthometric height was determined by differential leveling
 LW1012.and adjusted by the National Geodetic Survey in June 1991..
 LW1012
 LW1012.The geoid height was determined by GEOID03.
 LW1012
 LW1012.The dynamic height is computed by dividing the NAVD 88
 LW1012.geopotential number by the normal gravity value computed on the
 LW1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1012.degrees latitude (g = 980.6199 gals.).
 LW1012
 LW1012.The modeled gravity was interpolated from observed gravity values.
 LW1012
 LW1012;                    North         East    Units  Estimated Accuracy
 LW1012;SPC RI       -    39,160.       88,320.      MT  (+/- 180 meters Scaled)
 LW1012
 LW1012                          SUPERSEDED SURVEY CONTROL
 LW1012
 LW1012  NGVD 29 (??/??/92)   33.547  (m)          110.06   (f) ADJ UNCH    2 0
 LW1012
 LW1012.Superseded values are not recommended for survey control.
 LW1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1012.See file dsdata.txt to determine how the superseded data were derived.
 LW1012
 LW1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF794905(NAD 83)
 LW1012_MARKER: DD = SURVEY DISK
 LW1012_SETTING: 66 = SET IN ROCK OUTCROP
 LW1012_SP_SET: ROCK OUTCROP
 LW1012_STAMPING: 364
 LW1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1012+STABILITY: POSITION/ELEVATION WELL
 LW1012
 LW1012  HISTORY     - Date     Condition        Report By
 LW1012  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1012  HISTORY     - 1969     GOOD             NGS
 LW1012  HISTORY     - 1989     GOOD             USPSQD
 LW1012  HISTORY     - 1990     GOOD             USPSQD
 LW1012  HISTORY     - 19980921 MARK NOT FOUND   USPSQD
 LW1012
 LW1012                          STATION DESCRIPTION
 LW1012
 LW1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1012'1.2 MI SW FROM KENYON.
 LW1012'ABOUT 1.15 MILES SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE BRIDGE
 LW1012'OVER THE PAWCATUCK RIVER AT KENYON, 0.75 MILE NORTHEAST ALONG
 LW1012'STATE HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 112, SET ON
 LW1012'THE TOP OF A 2 1/2-FOOT BY 1 1/2 FOOT EXPOSED PORTION OF AN
 LW1012'OUTCROPPING ROCK WHICH PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE
 LW1012'GROUND, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35
 LW1012'FEET SOUTHWEST OF POWER LINE POLE 1471 AND LEVEL WITH THE HIGHWAY.
 LW1012
 LW1012                          STATION RECOVERY (1989)
 LW1012
 LW1012'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1012'RECOVERED IN GOOD CONDITION.
 LW1012
 LW1012                          STATION RECOVERY (1990)
 LW1012
 LW1012'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1012'RECOVERED IN GOOD CONDITION.
 LW1012
 LW1012                          STATION RECOVERY (1998)
 LW1012
 LW1012'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0777 ***********************************************************************
 LW0777  DESIGNATION -  365
 LW0777  PID         -  LW0777
 LW0777  STATE/COUNTY-  RI/WASHINGTON
 LW0777  USGS QUAD   -  CAROLINA (1970)
 LW0777
 LW0777                         *CURRENT SURVEY CONTROL
 LW0777  ___________________________________________________________________
 LW0777* NAD 83(1986)-  41 26 31.     (N)    071 37 54.     (W)     SCALED    
 LW0777* NAVD 88     -        35.425  (meters)     116.22   (feet)  ADJUSTED  
 LW0777  ___________________________________________________________________
 LW0777  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW0777  DYNAMIC HT  -          35.412 (meters)     116.18  (feet)  COMP
 LW0777  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW0777
 LW0777  VERT ORDER  -  FIRST     CLASS I
 LW0777
 LW0777.The horizontal coordinates were scaled from a topographic map and have
 LW0777.an estimated accuracy of +/- 6 seconds.
 LW0777
 LW0777.The orthometric height was determined by differential leveling
 LW0777.and adjusted by the National Geodetic Survey in June 1991..
 LW0777
 LW0777.The geoid height was determined by GEOID03.
 LW0777
 LW0777.The dynamic height is computed by dividing the NAVD 88
 LW0777.geopotential number by the normal gravity value computed on the
 LW0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0777.degrees latitude (g = 980.6199 gals.).
 LW0777
 LW0777.The modeled gravity was interpolated from observed gravity values.
 LW0777
 LW0777;                    North         East    Units  Estimated Accuracy
 LW0777;SPC RI       -    39,840.       89,000.      MT  (+/- 180 meters Scaled)
 LW0777
 LW0777                          SUPERSEDED SURVEY CONTROL
 LW0777
 LW0777  NGVD 29 (??/??/92)   35.707  (m)          117.15   (f) ADJ UNCH    1 1
 LW0777
 LW0777.Superseded values are not recommended for survey control.
 LW0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0777.See file dsdata.txt to determine how the superseded data were derived.
 LW0777
 LW0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF801911(NAD 83)
 LW0777_MARKER: DD = SURVEY DISK
 LW0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0777_STAMPING: 365
 LW0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0777+STABILITY: SURFACE MOTION
 LW0777
 LW0777  HISTORY     - Date     Condition        Report By
 LW0777  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0777  HISTORY     - 1965     GOOD             NGS
 LW0777  HISTORY     - 1969     GOOD             NGS
 LW0777  HISTORY     - 1984     GOOD             USPSQD
 LW0777  HISTORY     - 1988     GOOD             USPSQD
 LW0777  HISTORY     - 1989     GOOD             USPSQD
 LW0777  HISTORY     - 1990     GOOD             USPSQD
 LW0777  HISTORY     - 19980921 MARK NOT FOUND   USPSQD
 LW0777
 LW0777                          STATION DESCRIPTION
 LW0777
 LW0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0777'0.6 MI SW FROM KENYON.
 LW0777'0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 2 FROM THE BRIDGE OVER
 LW0777'THE PAWCATUCK RIVER AT KENYON, AT THE INTERSECTION OF THE
 LW0777'HIGHWAY AND A BLACK TOP ROAD, (BLACK TOP ROAD LEADING NORTHWEST
 LW0777'TO SHANNOCK), 55 1/2 FEET NORTH OF THE CENTER LINE OF THE
 LW0777'HIGHWAY, 44 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH,
 LW0777'19 FEET NORTHEAST OF THE EAST CORNER OF A 4-FOOT SQUARE CATCH
 LW0777'BASIN, 1.1 FEET SOUTHWEST OF A METAL WITNESS POST, 1 FOOT ABOVE
 LW0777'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW0777'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THIS
 LW0777'MARK MAY BE REACHED BY GOING 0.7 MILE SOUTHEAST ALONG A BLACK
 LW0777'TOP ROAD FROM THE POST OFFICE AT SHANNOCK TO INTER-OF STATE
 LW0777'HIGHWAY 2 AND BENCH MARK.
 LW0777
 LW0777                          STATION RECOVERY (1969)
 LW0777
 LW0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0777'RECOVERED IN GOOD CONDITION.
 LW0777
 LW0777                          STATION RECOVERY (1984)
 LW0777
 LW0777'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0777'RECOVERED IN GOOD CONDITION.
 LW0777
 LW0777                          STATION RECOVERY (1988)
 LW0777
 LW0777'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW0777'RECOVERED IN GOOD CONDITION.
 LW0777
 LW0777                          STATION RECOVERY (1989)
 LW0777
 LW0777'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0777'RECOVERED IN GOOD CONDITION.
 LW0777
 LW0777                          STATION RECOVERY (1990)
 LW0777
 LW0777'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0777'RECOVERED IN GOOD CONDITION.
 LW0777
 LW0777                          STATION RECOVERY (1998)
 LW0777
 LW0777'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1030 ***********************************************************************
 LW1030  DESIGNATION -  372
 LW1030  PID         -  LW1030
 LW1030  STATE/COUNTY-  RI/WASHINGTON
 LW1030  USGS QUAD   -  CAROLINA (1970)
 LW1030
 LW1030                         *CURRENT SURVEY CONTROL
 LW1030  ___________________________________________________________________
 LW1030* NAD 83(1986)-  41 29 58.     (N)    071 39 38.     (W)     SCALED    
 LW1030* NAVD 88     -        43.799  (meters)     143.70   (feet)  ADJUSTED  
 LW1030  ___________________________________________________________________
 LW1030  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW1030  DYNAMIC HT  -          43.784 (meters)     143.65  (feet)  COMP
 LW1030  MODELED GRAV-     980,271.6   (mgal)                       NAVD 88
 LW1030
 LW1030  VERT ORDER  -  SECOND    CLASS 0
 LW1030
 LW1030.The horizontal coordinates were scaled from a topographic map and have
 LW1030.an estimated accuracy of +/- 6 seconds.
 LW1030
 LW1030.The orthometric height was determined by differential leveling
 LW1030.and adjusted by the National Geodetic Survey in June 1991..
 LW1030
 LW1030.The geoid height was determined by GEOID03.
 LW1030
 LW1030.The dynamic height is computed by dividing the NAVD 88
 LW1030.geopotential number by the normal gravity value computed on the
 LW1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1030.degrees latitude (g = 980.6199 gals.).
 LW1030
 LW1030.The modeled gravity was interpolated from observed gravity values.
 LW1030
 LW1030;                    North         East    Units  Estimated Accuracy
 LW1030;SPC RI       -    46,230.       86,590.      MT  (+/- 180 meters Scaled)
 LW1030
 LW1030                          SUPERSEDED SURVEY CONTROL
 LW1030
 LW1030  NGVD 29 (??/??/92)   44.070  (m)          144.59   (f) ADJ UNCH    2 0
 LW1030
 LW1030.Superseded values are not recommended for survey control.
 LW1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1030.See file dsdata.txt to determine how the superseded data were derived.
 LW1030
 LW1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF779976(NAD 83)
 LW1030_MARKER: DD = SURVEY DISK
 LW1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1030_STAMPING: 372
 LW1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1030+STABILITY: SURFACE MOTION
 LW1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1030+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW1030
 LW1030  HISTORY     - Date     Condition        Report By
 LW1030  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1030  HISTORY     - 1969     GOOD             NGS
 LW1030  HISTORY     - 1988     GOOD             USPSQD
 LW1030  HISTORY     - 1989     GOOD             USPSQD
 LW1030  HISTORY     - 1989     GOOD             USPSQD
 LW1030  HISTORY     - 1990     GOOD             USPSQD
 LW1030  HISTORY     - 19971001 GOOD             USPSQD
 LW1030  HISTORY     - 20011016 GOOD             USPSQD
 LW1030  HISTORY     - 20040419 GOOD             USPSQD
 LW1030  HISTORY     - 20060630 GOOD             USPSQD
 LW1030
 LW1030                          STATION DESCRIPTION
 LW1030
 LW1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1030'3.2 MI NE FROM HOPE VALLEY.
 LW1030'ABOUT 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE FIRST
 LW1030'BAPTIST CHURCH AT HOPE VALLEY, THENCE 0.1 MILE SOUTHEAST ALONG
 LW1030'STATE HIGHWAY 112, AT RICHMOND, 61.7 FEET WEST OF THE WEST CORNER
 LW1030'OF THE RICHMOND TOWN HALL, 41.8 FEET NORTHWEST OF LIGHT POLE NO.
 LW1030'3041, 23 1/2 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 LW1030'112, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LW1030'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1030
 LW1030                          STATION RECOVERY (1988)
 LW1030
 LW1030'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1030'RECOVERED IN GOOD CONDITION.
 LW1030
 LW1030                          STATION RECOVERY (1989)
 LW1030
 LW1030'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1030'RECOVERED IN GOOD CONDITION.
 LW1030
 LW1030                          STATION RECOVERY (1989)
 LW1030
 LW1030'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1030'RECOVERED IN GOOD CONDITION.
 LW1030
 LW1030                          STATION RECOVERY (1990)
 LW1030
 LW1030'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1030'RECOVERED IN GOOD CONDITION.
 LW1030
 LW1030                          STATION RECOVERY (1997)
 LW1030
 LW1030'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1030'RECOVERED IN GOOD CONDITION.
 LW1030
 LW1030                          STATION RECOVERY (2001)
 LW1030
 LW1030'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1030'RECOVERED IN GOOD CONDITION.
 LW1030
 LW1030                          STATION RECOVERY (2004)
 LW1030
 LW1030'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1030'RECOVERED IN GOOD CONDITION.
 LW1030
 LW1030                          STATION RECOVERY (2006)
 LW1030
 LW1030'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1407 ***********************************************************************
 LW1407  DESIGNATION -  373
 LW1407  PID         -  LW1407
 LW1407  STATE/COUNTY-  RI/WASHINGTON
 LW1407  USGS QUAD   -  HOPE VALLEY (1975)
 LW1407
 LW1407                         *CURRENT SURVEY CONTROL
 LW1407  ___________________________________________________________________
 LW1407* NAD 83(1986)-  41 30 17.     (N)    071 40 47.     (W)     SCALED    
 LW1407* NAVD 88     -        41.315  (meters)     135.55   (feet)  ADJUSTED  
 LW1407  ___________________________________________________________________
 LW1407  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW1407  DYNAMIC HT  -          41.300 (meters)     135.50  (feet)  COMP
 LW1407  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 LW1407
 LW1407  VERT ORDER  -  SECOND    CLASS 0
 LW1407
 LW1407.The horizontal coordinates were scaled from a topographic map and have
 LW1407.an estimated accuracy of +/- 6 seconds.
 LW1407
 LW1407.The orthometric height was determined by differential leveling
 LW1407.and adjusted by the National Geodetic Survey in June 1991..
 LW1407
 LW1407.The geoid height was determined by GEOID03.
 LW1407
 LW1407.The dynamic height is computed by dividing the NAVD 88
 LW1407.geopotential number by the normal gravity value computed on the
 LW1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1407.degrees latitude (g = 980.6199 gals.).
 LW1407
 LW1407.The modeled gravity was interpolated from observed gravity values.
 LW1407
 LW1407;                    North         East    Units  Estimated Accuracy
 LW1407;SPC RI       -    46,820.       85,000.      MT  (+/- 180 meters Scaled)
 LW1407
 LW1407                          SUPERSEDED SURVEY CONTROL
 LW1407
 LW1407  NGVD 29 (??/??/92)   41.584  (m)          136.43   (f) ADJ UNCH    2 0
 LW1407
 LW1407.Superseded values are not recommended for survey control.
 LW1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1407.See file dsdata.txt to determine how the superseded data were derived.
 LW1407
 LW1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF763982(NAD 83)
 LW1407_MARKER: DD = SURVEY DISK
 LW1407_SETTING: 80 = SET IN A BOULDER
 LW1407_SP_SET: BOULDER
 LW1407_STAMPING: 373
 LW1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1407+STABILITY: SURFACE MOTION
 LW1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1407+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW1407
 LW1407  HISTORY     - Date     Condition        Report By
 LW1407  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1407  HISTORY     - 1969     GOOD             NGS
 LW1407  HISTORY     - 1988     GOOD             USPSQD
 LW1407  HISTORY     - 19901121 GOOD             USPSQD
 LW1407  HISTORY     - 20011016 GOOD             USPSQD
 LW1407  HISTORY     - 20060703 GOOD             USPSQD
 LW1407
 LW1407                          STATION DESCRIPTION
 LW1407
 LW1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1407'2 MI NE FROM HOPE VALLEY.
 LW1407'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE
 LW1407'FIRST BAPTIST CHURCH AT HOPE VALLEY, ABOUT 1.0 MILE NORTHWEST
 LW1407'OF THE RICHMOND SCHOOL, AT THE INSIDE AND NEAR THE NORTH END
 LW1407'OF A CURVE, ABOUT 60 FEET SOUTH OF THE SOUTH END OF A ROCK CUT
 LW1407'WHICH IS PART OF A LARGE MASS OF ROCK, SET IN THE TOP OF A
 LW1407'7-BY-8-FOOT BOULDER WHICH PROJECTS 2 1/2 FEET ABOVE THE LEVEL
 LW1407'OF THE GROUND, 24 1/2 FEET EAST OF THE CENTER LINE OF THE
 LW1407'HIGHWAY AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1407
 LW1407                          STATION RECOVERY (1988)
 LW1407
 LW1407'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1407'RECOVERED IN GOOD CONDITION.
 LW1407
 LW1407                          STATION RECOVERY (1990)
 LW1407
 LW1407'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1407'RECOVERED IN GOOD CONDITION.
 LW1407
 LW1407                          STATION RECOVERY (2001)
 LW1407
 LW1407'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1407'RECOVERED IN GOOD CONDITION.
 LW1407
 LW1407                          STATION RECOVERY (2006)
 LW1407
 LW1407'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1409 ***********************************************************************
 LW1409  DESIGNATION -  374
 LW1409  PID         -  LW1409
 LW1409  STATE/COUNTY-  RI/WASHINGTON
 LW1409  USGS QUAD   -  HOPE VALLEY (1975)
 LW1409
 LW1409                         *CURRENT SURVEY CONTROL
 LW1409  ___________________________________________________________________
 LW1409* NAD 83(1986)-  41 30 44.     (N)    071 41 28.     (W)     SCALED    
 LW1409* NAVD 88     -        39.303  (meters)     128.95   (feet)  ADJUSTED  
 LW1409  ___________________________________________________________________
 LW1409  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW1409  DYNAMIC HT  -          39.289 (meters)     128.90  (feet)  COMP
 LW1409  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LW1409
 LW1409  VERT ORDER  -  SECOND    CLASS II
 LW1409
 LW1409.The horizontal coordinates were scaled from a topographic map and have
 LW1409.an estimated accuracy of +/- 6 seconds.
 LW1409
 LW1409.The orthometric height was determined by differential leveling
 LW1409.and adjusted by the National Geodetic Survey in June 1991..
 LW1409
 LW1409.The geoid height was determined by GEOID03.
 LW1409
 LW1409.The dynamic height is computed by dividing the NAVD 88
 LW1409.geopotential number by the normal gravity value computed on the
 LW1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1409.degrees latitude (g = 980.6199 gals.).
 LW1409
 LW1409.The modeled gravity was interpolated from observed gravity values.
 LW1409
 LW1409;                    North         East    Units  Estimated Accuracy
 LW1409;SPC RI       -    47,650.       84,050.      MT  (+/- 180 meters Scaled)
 LW1409
 LW1409                          SUPERSEDED SURVEY CONTROL
 LW1409
 LW1409.No superseded survey control is available for this station.
 LW1409
 LW1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF754991(NAD 83)
 LW1409_MARKER: DD = SURVEY DISK
 LW1409_SETTING: 80 = SET IN A BOULDER
 LW1409_SP_SET: BOULDER
 LW1409_STAMPING: 374
 LW1409_MARK LOGO: RIBPR 
 LW1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1409+STABILITY: SURFACE MOTION
 LW1409
 LW1409  HISTORY     - Date     Condition        Report By
 LW1409  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1409  HISTORY     - 1969     GOOD             NGS
 LW1409  HISTORY     - 1984     GOOD             RIGS
 LW1409  HISTORY     - 1988     GOOD             USPSQD
 LW1409  HISTORY     - 19891214 GOOD             USPSQD
 LW1409  HISTORY     - 19901121 GOOD             USPSQD
 LW1409  HISTORY     - 20020706 GOOD             USPS
 LW1409  HISTORY     - 20060703 GOOD             USPSQD
 LW1409
 LW1409                          STATION DESCRIPTION
 LW1409
 LW1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1409'1.1 MI NE FROM HOPE VALLEY.
 LW1409'ABOUT 1.1 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE
 LW1409'FIRST BAPTIST CHURCH AT HOPE VALLEY, ABOUT 90 YARDS NORTHWEST
 LW1409'OF THE NORTHWEST EDGE OF THE INTERSTATE HIGHWAY 95 OVERPASS
 LW1409'OVER THE HIGHWAY, NEAR THE EXIT DRIVE FROM THE INTERSTATE
 LW1409'HIGHWAY TO THE STATE HIGHWAY, 152 FEET SOUTHWEST OF THE
 LW1409'CENTER LINE OF THE HIGHWAY, 108 1/2 FEET SOUTHEAST OF THE
 LW1409'SOUTHEAST CURB OF THE EXIT DRIVE, SET IN THE TOP OF A LARGE
 LW1409'ROCK WHICH IS 15-FEET LONG-9 FEET WIDE AND PROJECTS 3 FEET
 LW1409'ABOVE THE LEVEL OF THE GROUND, ABOUT 10 FEET ABOVE THE LEVEL OF
 LW1409'THE HIGHWAY.
 LW1409
 LW1409                          STATION RECOVERY (1984)
 LW1409
 LW1409'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1409'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE STATION
 LW1409'IS LOCATED ABOUT 1.75 KM (1.1 MI) NORTHEAST OF HOPE VALLEY FIRST
 LW1409'BAPTIST CHURCH ALONG STATE HIGHWAY 138, IN THE SOUTHWEST CLOVERLEAF
 LW1409'OF INTERSTATE HIGHWAY 95 IN A WOODED AREA.  LOCATED 42.5 M (140 FT)
 LW1409'SOUTH-SOUTHWEST FROM A POINT ON THE CENTERLINE OF HIGHWAY 138, SAID
 LW1409'POINT BEING 75 M (245 FT) WEST-NORTHWEST FROM THE WESTERLY EDGE OF
 LW1409'THE I-95 OVERPASS.  SET IN THE TOP OF A 15 FOOT BY 9 FOOT BOULDER
 LW1409'WHICH PROJECTS 3 FEET.  LOCATED 5.8 M (19.3 FT) NORTHEAST FROM AN
 LW1409'ANGLE POINT IN THE ROCK FENCE WHICH RUNS NORTH-SOUTH AND
 LW1409'SOUTHEAST-NORTHWEST, 3.7 M (12.0 FT) EAST FROM A FIBERGLASS WITNESS
 LW1409'POST.
 LW1409
 LW1409                          STATION RECOVERY (1988)
 LW1409
 LW1409'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1409'RECOVERED IN GOOD CONDITION.
 LW1409
 LW1409                          STATION RECOVERY (1989)
 LW1409
 LW1409'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1409'RECOVERED IN GOOD CONDITION.
 LW1409
 LW1409                          STATION RECOVERY (1990)
 LW1409
 LW1409'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1409'RECOVERED IN GOOD CONDITION.
 LW1409
 LW1409                          STATION RECOVERY (2002)
 LW1409
 LW1409'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1409'RECOVERED IN GOOD CONDITION.
 LW1409
 LW1409                          STATION RECOVERY (2006)
 LW1409
 LW1409'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0771 ***********************************************************************
 LW0771  DESIGNATION -  375
 LW0771  PID         -  LW0771
 LW0771  STATE/COUNTY-  RI/WASHINGTON
 LW0771  USGS QUAD   -  CAROLINA (1970)
 LW0771
 LW0771                         *CURRENT SURVEY CONTROL
 LW0771  ___________________________________________________________________
 LW0771* NAD 83(1986)-  41 26 50.     (N)    071 40 37.     (W)     SCALED    
 LW0771* NAVD 88     -        16.914  (meters)      55.49   (feet)  ADJUSTED  
 LW0771  ___________________________________________________________________
 LW0771  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LW0771  DYNAMIC HT  -          16.908 (meters)      55.47  (feet)  COMP
 LW0771  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 LW0771
 LW0771  VERT ORDER  -  FIRST     CLASS I
 LW0771
 LW0771.The horizontal coordinates were scaled from a topographic map and have
 LW0771.an estimated accuracy of +/- 6 seconds.
 LW0771
 LW0771.The orthometric height was determined by differential leveling
 LW0771.and adjusted by the National Geodetic Survey in June 1991..
 LW0771
 LW0771.The geoid height was determined by GEOID03.
 LW0771
 LW0771.The dynamic height is computed by dividing the NAVD 88
 LW0771.geopotential number by the normal gravity value computed on the
 LW0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0771.degrees latitude (g = 980.6199 gals.).
 LW0771
 LW0771.The modeled gravity was interpolated from observed gravity values.
 LW0771
 LW0771;                    North         East    Units  Estimated Accuracy
 LW0771;SPC RI       -    40,430.       85,210.      MT  (+/- 180 meters Scaled)
 LW0771
 LW0771                          SUPERSEDED SURVEY CONTROL
 LW0771
 LW0771  NGVD 29 (??/??/92)   17.191  (m)           56.40   (f) ADJ UNCH    1 1
 LW0771
 LW0771.Superseded values are not recommended for survey control.
 LW0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0771.See file dsdata.txt to determine how the superseded data were derived.
 LW0771
 LW0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF763918(NAD 83)
 LW0771_MARKER: DD = SURVEY DISK
 LW0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0771_STAMPING: 375
 LW0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0771+STABILITY: SURFACE MOTION
 LW0771
 LW0771  HISTORY     - Date     Condition        Report By
 LW0771  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0771  HISTORY     - 1965     GOOD             NGS
 LW0771  HISTORY     - 1969     GOOD             NGS
 LW0771  HISTORY     - 1984     GOOD             USPSQD
 LW0771  HISTORY     - 1988     GOOD             USPSQD
 LW0771  HISTORY     - 1989     GOOD             USPSQD
 LW0771  HISTORY     - 1990     GOOD             USPSQD
 LW0771
 LW0771                          STATION DESCRIPTION
 LW0771
 LW0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0771'1 MI SW FROM CAROLINA.
 LW0771'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 LW0771'OF STATE HIGHWAY 112 AT CAROLINA, ABOUT 1.2 MILES NORTHEAST
 LW0771'ALONG STATE HIGHWAY 91 FROM THE INTERSECTION OF NARRAGANSETT
 LW0771'TRAIL AT WOOD RIVER JUNCTION, 29.5 FEET SOUTHEAST OF THE CENTER
 LW0771'LINE OF THE HIGHWAY, 14 FEET SOUTHWEST OF THE EXTENDED CENTER
 LW0771'LINE OF A DRIVEWAY, 5 1/2 FEET NORTHEAST OF A 6-INCH PINE TREE,
 LW0771'275 FEET SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST
 LW0771'CONCRETE HEAD WALL OF A DOUBLE 24-INCH PIPE CULVERT UNDER
 LW0771'THE HIGHWAY, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, SET IN
 LW0771'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 LW0771'OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 LW0771
 LW0771                          STATION RECOVERY (1969)
 LW0771
 LW0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0771'RECOVERED IN GOOD CONDITION.
 LW0771
 LW0771                          STATION RECOVERY (1984)
 LW0771
 LW0771'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0771'RECOVERED IN GOOD CONDITION.
 LW0771
 LW0771                          STATION RECOVERY (1988)
 LW0771
 LW0771'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW0771'RECOVERED IN GOOD CONDITION.
 LW0771
 LW0771                          STATION RECOVERY (1989)
 LW0771
 LW0771'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0771'RECOVERED IN GOOD CONDITION.
 LW0771
 LW0771                          STATION RECOVERY (1990)
 LW0771
 LW0771'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0769 ***********************************************************************
 LW0769  DESIGNATION -  376
 LW0769  PID         -  LW0769
 LW0769  STATE/COUNTY-  RI/WASHINGTON
 LW0769  USGS QUAD   -  CAROLINA (1970)
 LW0769
 LW0769                         *CURRENT SURVEY CONTROL
 LW0769  ___________________________________________________________________
 LW0769* NAD 83(1986)-  41 26 17.     (N)    071 41 23.     (W)     SCALED    
 LW0769* NAVD 88     -        17.788  (meters)      58.36   (feet)  ADJUSTED  
 LW0769  ___________________________________________________________________
 LW0769  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LW0769  DYNAMIC HT  -          17.782 (meters)      58.34  (feet)  COMP
 LW0769  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 LW0769
 LW0769  VERT ORDER  -  FIRST     CLASS I
 LW0769
 LW0769.The horizontal coordinates were scaled from a topographic map and have
 LW0769.an estimated accuracy of +/- 6 seconds.
 LW0769
 LW0769.The orthometric height was determined by differential leveling
 LW0769.and adjusted by the National Geodetic Survey in June 1991..
 LW0769
 LW0769.The geoid height was determined by GEOID03.
 LW0769
 LW0769.The dynamic height is computed by dividing the NAVD 88
 LW0769.geopotential number by the normal gravity value computed on the
 LW0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0769.degrees latitude (g = 980.6199 gals.).
 LW0769
 LW0769.The modeled gravity was interpolated from observed gravity values.
 LW0769
 LW0769;                    North         East    Units  Estimated Accuracy
 LW0769;SPC RI       -    39,410.       84,140.      MT  (+/- 180 meters Scaled)
 LW0769
 LW0769                          SUPERSEDED SURVEY CONTROL
 LW0769
 LW0769  NGVD 29 (??/??/92)   18.063  (m)           59.26   (f) ADJ UNCH    1 1
 LW0769
 LW0769.Superseded values are not recommended for survey control.
 LW0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0769.See file dsdata.txt to determine how the superseded data were derived.
 LW0769
 LW0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF752908(NAD 83)
 LW0769_MARKER: DD = SURVEY DISK
 LW0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0769_STAMPING: 376
 LW0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0769+STABILITY: SURFACE MOTION
 LW0769
 LW0769  HISTORY     - Date     Condition        Report By
 LW0769  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0769  HISTORY     - 1965     GOOD             NGS
 LW0769  HISTORY     - 1969     GOOD             NGS
 LW0769  HISTORY     - 1984     GOOD             USPSQD
 LW0769
 LW0769                          STATION DESCRIPTION
 LW0769
 LW0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0769'0.2 MI NE FROM WOOD RIVER JUNCTION.
 LW0769'0.25 MILE NORTHEAST ALONG STATE HIGHWAY 91 FROM THE INTERSECTION
 LW0769'OF NARRAGANSETT TRAIL AT WOOD RIVER JUNCTION, 0.7 MILE
 LW0769'SOUTHWEST OF THE BRIDGE OVER THE PAWCATUCK RIVER, 358 FEET
 LW0769'NORTHEAST OF THE NORTHEAST END OF NORTHWEST END OF HEAD WALL OF
 LW0769'BRIDGE OVER AN OVERFLOW FOR STREAM FROM LARGE LAKE, 28 FEET
 LW0769'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 64 1/2 FEET NORTH
 LW0769'OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 1102-272,
 LW0769'98 FEET NORTHEAST OF THE CENTER LINE OF A ROAD LEADING NORTH
 LW0769'TO PICNIC AREA, 1/2 FOOT SOUTHEAST OF A 4-INCH PINE TREE,
 LW0769'1.2 FEET SOUTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 LW0769'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW0769'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0769
 LW0769                          STATION RECOVERY (1969)
 LW0769
 LW0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0769'RECOVERED IN GOOD CONDITION.
 LW0769
 LW0769                          STATION RECOVERY (1984)
 LW0769
 LW0769'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0754 ***********************************************************************
 LW0754  DESIGNATION -  383
 LW0754  PID         -  LW0754
 LW0754  STATE/COUNTY-  RI/WASHINGTON
 LW0754  USGS QUAD   -  ASHAWAY (1984)
 LW0754
 LW0754                         *CURRENT SURVEY CONTROL
 LW0754  ___________________________________________________________________
 LW0754* NAD 83(1986)-  41 23 04.     (N)    071 47 34.     (W)     SCALED    
 LW0754* NAVD 88     -        10.935  (meters)      35.88   (feet)  ADJUSTED  
 LW0754  ___________________________________________________________________
 LW0754  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LW0754  DYNAMIC HT  -          10.931 (meters)      35.86  (feet)  COMP
 LW0754  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LW0754
 LW0754  VERT ORDER  -  FIRST     CLASS II
 LW0754
 LW0754.The horizontal coordinates were scaled from a topographic map and have
 LW0754.an estimated accuracy of +/- 6 seconds.
 LW0754
 LW0754.The orthometric height was determined by differential leveling
 LW0754.and adjusted by the National Geodetic Survey in June 1991..
 LW0754
 LW0754.The geoid height was determined by GEOID03.
 LW0754
 LW0754.The dynamic height is computed by dividing the NAVD 88
 LW0754.geopotential number by the normal gravity value computed on the
 LW0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0754.degrees latitude (g = 980.6199 gals.).
 LW0754
 LW0754.The modeled gravity was interpolated from observed gravity values.
 LW0754
 LW0754;                    North         East    Units  Estimated Accuracy
 LW0754;SPC RI       -    33,480.       75,510.      MT  (+/- 180 meters Scaled)
 LW0754
 LW0754                          SUPERSEDED SURVEY CONTROL
 LW0754
 LW0754  NGVD 29 (??/??/92)   11.214  (m)           36.79   (f) ADJ UNCH    1 2
 LW0754
 LW0754.Superseded values are not recommended for survey control.
 LW0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0754.See file dsdata.txt to determine how the superseded data were derived.
 LW0754
 LW0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF664852(NAD 83)
 LW0754_MARKER: DD = SURVEY DISK
 LW0754_SETTING: 66 = SET IN ROCK OUTCROP
 LW0754_SP_SET: BEDROCK
 LW0754_STAMPING: 383
 LW0754_MARK LOGO: RIBPR 
 LW0754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0754+STABILITY: POSITION/ELEVATION WELL
 LW0754
 LW0754  HISTORY     - Date     Condition        Report By
 LW0754  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0754  HISTORY     - 1969     GOOD             NGS
 LW0754  HISTORY     - 1984     GOOD             USPSQD
 LW0754  HISTORY     - 1987     GOOD             RIGS
 LW0754  HISTORY     - 1988     GOOD             USPSQD
 LW0754  HISTORY     - 1990     GOOD             USPSQD
 LW0754
 LW0754                          STATION DESCRIPTION
 LW0754
 LW0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0754'1.8  MI E FROM WESTERLY.
 LW0754'ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 LW0754'OF STATE HIGHWAY 3 AT WESTERLY, AT THE OUTSIDE AND NEAR THE WEST
 LW0754'END OF A CURVE, SET ON THE TOP OF A LARGE FLAT MASS OF BEDROCK,
 LW0754'ACROSS THE HIGHWAY FROM A TWO-STORIED FRAME HOUSE, 30 FEET
 LW0754'NORTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 LW0754'DRIVEWAY LEADING TO HOUSE, 26.6 FEET NORTH OF THE CENTER LINE OF
 LW0754'THE HIGHWAY, 47 1/2 FEET NORTH OF AND ACROSS THE HIGHWAY FROM
 LW0754'POWER LINE POLE 1713, 27 FEET EAST OF THE CENTER LINE OF A TRACK
 LW0754'ROAD LEADING NORTH TO THE PENN CENTRAL RAILROAD, 5.8 FEET
 LW0754'NORTHWEST OF BENCH MARK K 18 DESCRIBED, IN THE SAME ROCK AS K 18
 LW0754'AND ABOUT LEVEL WITH THE HIGHWAY.
 LW0754
 LW0754                          STATION RECOVERY (1984)
 LW0754
 LW0754'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0754'RECOVERED IN GOOD CONDITION.
 LW0754
 LW0754                          STATION RECOVERY (1987)
 LW0754
 LW0754'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0754'RECOVERED IN GOOD CONDITION.
 LW0754
 LW0754                          STATION RECOVERY (1988)
 LW0754
 LW0754'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0754'RECOVERED IN GOOD CONDITION.
 LW0754
 LW0754                          STATION RECOVERY (1990)
 LW0754
 LW0754'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0391 ***********************************************************************
 LW0391  DESIGNATION -  39
 LW0391  PID         -  LW0391
 LW0391  STATE/COUNTY-  RI/PROVIDENCE
 LW0391  USGS QUAD   -  PAWTUCKET (1975)
 LW0391
 LW0391                         *CURRENT SURVEY CONTROL
 LW0391  ___________________________________________________________________
 LW0391* NAD 83(1986)-  41 56 54.     (N)    071 29 00.     (W)     SCALED    
 LW0391* NAVD 88     -        92.952  (meters)     304.96   (feet)  ADJUSTED  
 LW0391  ___________________________________________________________________
 LW0391  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW0391  DYNAMIC HT  -          92.923 (meters)     304.86  (feet)  COMP
 LW0391  MODELED GRAV-     980,310.5   (mgal)                       NAVD 88
 LW0391
 LW0391  VERT ORDER  -  SECOND    CLASS 0
 LW0391
 LW0391.The horizontal coordinates were scaled from a topographic map and have
 LW0391.an estimated accuracy of +/- 6 seconds.
 LW0391
 LW0391.The orthometric height was determined by differential leveling
 LW0391.and adjusted by the National Geodetic Survey in June 1991..
 LW0391
 LW0391.The geoid height was determined by GEOID03.
 LW0391
 LW0391.The dynamic height is computed by dividing the NAVD 88
 LW0391.geopotential number by the normal gravity value computed on the
 LW0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0391.degrees latitude (g = 980.6199 gals.).
 LW0391
 LW0391.The modeled gravity was interpolated from observed gravity values.
 LW0391
 LW0391;                    North         East    Units  Estimated Accuracy
 LW0391;SPC RI       -    96,070.      101,380.      MT  (+/- 180 meters Scaled)
 LW0391
 LW0391                          SUPERSEDED SURVEY CONTROL
 LW0391
 LW0391  NGVD 29 (??/??/92)   93.190  (m)          305.74   (f) ADJ UNCH    2 0
 LW0391
 LW0391.Superseded values are not recommended for survey control.
 LW0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0391.See file dsdata.txt to determine how the superseded data were derived.
 LW0391
 LW0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG941470(NAD 83)
 LW0391_MARKER: DD = SURVEY DISK
 LW0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0391_STAMPING: 39
 LW0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0391+STABILITY: SURFACE MOTION
 LW0391
 LW0391  HISTORY     - Date     Condition        Report By
 LW0391  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0391  HISTORY     - 1969     GOOD             NGS
 LW0391
 LW0391                          STATION DESCRIPTION
 LW0391
 LW0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0391'8.7 MI N FROM PROVIDENCE.
 LW0391'ABOUT 8.7 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY 146
 LW0391'FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET AT
 LW0391'PROVIDENCE, ABOUT 0.5 MILE NORTH OF THE INTERSTATE HIGHWAY 295
 LW0391'OVERPASS OVER STATE HIGHWAY 146, IN A GRASSY AREA BETWEEN TWO
 LW0391'ENTRANCE DRIVE TO THE MILK CAN RESTAURANT, 24 FEET SOUTH OF THE
 LW0391'SOUTH CURB FOR THE NORTH ENTRANCE DRIVE TO RESTAURANT, 18 FEET
 LW0391'WEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF STATE HIGHWAY
 LW0391'146, 16 FEET NORTH OF THE NORTH CURB OF SOUTH ENTRANCE DRIVE
 LW0391'TO RESTAURANT, 3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LW0391'CONCRETE BASE FOR THE RESTAURANT SIGNPOST, ABOUT LEVEL WITH THE
 LW0391'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 LW0391'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0643 ***********************************************************************
 LW0643  DESIGNATION -  396
 LW0643  PID         -  LW0643
 LW0643  STATE/COUNTY-  RI/WASHINGTON
 LW0643  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0643
 LW0643                         *CURRENT SURVEY CONTROL
 LW0643  ___________________________________________________________________
 LW0643* NAD 83(1986)-  41 29 32.     (N)    071 26 17.     (W)     SCALED    
 LW0643* NAVD 88     -        30.593  (meters)     100.37   (feet)  ADJUSTED  
 LW0643  ___________________________________________________________________
 LW0643  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW0643  DYNAMIC HT  -          30.582 (meters)     100.33  (feet)  COMP
 LW0643  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 LW0643
 LW0643  VERT ORDER  -  SECOND    CLASS 0
 LW0643
 LW0643.The horizontal coordinates were scaled from a topographic map and have
 LW0643.an estimated accuracy of +/- 6 seconds.
 LW0643
 LW0643.The orthometric height was determined by differential leveling
 LW0643.and adjusted by the National Geodetic Survey in June 1991..
 LW0643
 LW0643.The geoid height was determined by GEOID03.
 LW0643
 LW0643.The dynamic height is computed by dividing the NAVD 88
 LW0643.geopotential number by the normal gravity value computed on the
 LW0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0643.degrees latitude (g = 980.6199 gals.).
 LW0643
 LW0643.The modeled gravity was interpolated from observed gravity values.
 LW0643
 LW0643;                    North         East    Units  Estimated Accuracy
 LW0643;SPC RI       -    45,410.      105,170.      MT  (+/- 180 meters Scaled)
 LW0643
 LW0643                          SUPERSEDED SURVEY CONTROL
 LW0643
 LW0643  NGVD 29 (??/??/92)   30.868  (m)          101.27   (f) ADJ UNCH    2 0
 LW0643
 LW0643.Superseded values are not recommended for survey control.
 LW0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0643.See file dsdata.txt to determine how the superseded data were derived.
 LW0643
 LW0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF964962(NAD 83)
 LW0643_MARKER: DD = SURVEY DISK
 LW0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0643_STAMPING: 396
 LW0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0643+STABILITY: SURFACE MOTION
 LW0643
 LW0643  HISTORY     - Date     Condition        Report By
 LW0643  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0643  HISTORY     - 1969     GOOD             NGS
 LW0643  HISTORY     - 20040806 POOR             USPSQD
 LW0643
 LW0643                          STATION DESCRIPTION
 LW0643
 LW0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0643'4.8 MI NE FROM NARRAGANSETT.
 LW0643'4.8 MILES NORTHEAST ALONG STATE HIGHWAY 1A FROM THE POST OFFICE
 LW0643'AT NARRAGANSETT, AT AN INTERSECTION, 62 FEET NORTHWEST OF THE
 LW0643'CENTER OF THE INTERSECTION OF STATE HIGHWAY 1A, SOUTH FERRY ROAD
 LW0643'LEADING EAST AND OLD STATE HIGHWAY 138 LEADING WEST, 50 FEET
 LW0643'NORTH OF THE CENTER LINE OF OLD STATE HIGHWAY 138, 32.8 FEET
 LW0643'WEST OF THE CENTER LINE OF STATE HIGHWAY 1A, 14 1/2 FEET NORTH
 LW0643'OF POWER LINE BRACE POLE NO. 2224, 2 FEET WEST OF A METAL WITNESS
 LW0643'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LW0643'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW0643
 LW0643                          STATION RECOVERY (2004)
 LW0643
 LW0643'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0643'MONUMENT AND MOUNTING HOLE FOR THE DISC STILL PRESENT.DISC GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0644 ***********************************************************************
 LW0644  DESIGNATION -  397
 LW0644  PID         -  LW0644
 LW0644  STATE/COUNTY-  RI/WASHINGTON
 LW0644  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0644
 LW0644                         *CURRENT SURVEY CONTROL
 LW0644  ___________________________________________________________________
 LW0644* NAD 83(1986)-  41 28 44.     (N)    071 26 10.     (W)     SCALED    
 LW0644* NAVD 88     -        26.594  (meters)      87.25   (feet)  ADJUSTED  
 LW0644  ___________________________________________________________________
 LW0644  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW0644  DYNAMIC HT  -          26.585 (meters)      87.22  (feet)  COMP
 LW0644  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 LW0644
 LW0644  VERT ORDER  -  SECOND    CLASS 0
 LW0644
 LW0644.The horizontal coordinates were scaled from a topographic map and have
 LW0644.an estimated accuracy of +/- 6 seconds.
 LW0644
 LW0644.The orthometric height was determined by differential leveling
 LW0644.and adjusted by the National Geodetic Survey in June 1991..
 LW0644
 LW0644.The geoid height was determined by GEOID03.
 LW0644
 LW0644.The dynamic height is computed by dividing the NAVD 88
 LW0644.geopotential number by the normal gravity value computed on the
 LW0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0644.degrees latitude (g = 980.6199 gals.).
 LW0644
 LW0644.The modeled gravity was interpolated from observed gravity values.
 LW0644
 LW0644;                    North         East    Units  Estimated Accuracy
 LW0644;SPC RI       -    43,930.      105,340.      MT  (+/- 180 meters Scaled)
 LW0644
 LW0644                          SUPERSEDED SURVEY CONTROL
 LW0644
 LW0644  NGVD 29 (??/??/92)   26.867  (m)           88.15   (f) ADJ UNCH    2 0
 LW0644
 LW0644.Superseded values are not recommended for survey control.
 LW0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0644.See file dsdata.txt to determine how the superseded data were derived.
 LW0644
 LW0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF966947(NAD 83)
 LW0644_MARKER: DB = BENCH MARK DISK
 LW0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0644_STAMPING: 397
 LW0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0644+STABILITY: SURFACE MOTION
 LW0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0644+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 LW0644
 LW0644  HISTORY     - Date     Condition        Report By
 LW0644  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0644  HISTORY     - 1969     GOOD             NGS
 LW0644  HISTORY     - 20040806 GOOD             USPSQD
 LW0644
 LW0644                          STATION DESCRIPTION
 LW0644
 LW0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0644'3.9 MI NE FROM NARRAGANSETT.
 LW0644'3.9 MILES NORTH ALONG STATE HIGHWAY 1A FROM THE POST OFFICE
 LW0644'AT NARRAGANSETT, 0.9 MILE S. OF THE JUNCTION OF SOUTH FERRY
 LW0644'ROAD LEADING EAST, 125.0 FEET SOUTH OF THE CENTER LINE OF CONANICUS
 LW0644'ROAD LEADING WEST, 30 FEET WEST OF THE CENTER LINE OF STATE
 LW0644'HIGHWAY 1A, 74.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN
 LW0644'BUILDING, 40 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL LEADING
 LW0644'SOUTH, 2 FEET SOUTHEAST OF POWER LINE POLE 2533, ABOUT LEVEL WITH
 LW0644'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW0644'GROUND.
 LW0644
 LW0644                          STATION RECOVERY (2004)
 LW0644
 LW0644'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0648 ***********************************************************************
 LW0648  DESIGNATION -  398
 LW0648  PID         -  LW0648
 LW0648  STATE/COUNTY-  RI/WASHINGTON
 LW0648  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0648
 LW0648                         *CURRENT SURVEY CONTROL
 LW0648  ___________________________________________________________________
 LW0648* NAD 83(1986)-  41 27 56.     (N)    071 25 59.     (W)     SCALED    
 LW0648* NAVD 88     -        27.061  (meters)      88.78   (feet)  ADJUSTED  
 LW0648  ___________________________________________________________________
 LW0648  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW0648  DYNAMIC HT  -          27.052 (meters)      88.75  (feet)  COMP
 LW0648  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 LW0648
 LW0648  VERT ORDER  -  SECOND    CLASS 0
 LW0648
 LW0648.The horizontal coordinates were scaled from a topographic map and have
 LW0648.an estimated accuracy of +/- 6 seconds.
 LW0648
 LW0648.The orthometric height was determined by differential leveling
 LW0648.and adjusted by the National Geodetic Survey in June 1991..
 LW0648
 LW0648.The geoid height was determined by GEOID03.
 LW0648
 LW0648.The dynamic height is computed by dividing the NAVD 88
 LW0648.geopotential number by the normal gravity value computed on the
 LW0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0648.degrees latitude (g = 980.6199 gals.).
 LW0648
 LW0648.The modeled gravity was interpolated from observed gravity values.
 LW0648
 LW0648;                    North         East    Units  Estimated Accuracy
 LW0648;SPC RI       -    42,450.      105,590.      MT  (+/- 180 meters Scaled)
 LW0648
 LW0648                          SUPERSEDED SURVEY CONTROL
 LW0648
 LW0648  NGVD 29 (??/??/92)   27.335  (m)           89.68   (f) ADJ UNCH    2 0
 LW0648
 LW0648.Superseded values are not recommended for survey control.
 LW0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0648.See file dsdata.txt to determine how the superseded data were derived.
 LW0648
 LW0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF968932(NAD 83)
 LW0648_MARKER: DD = SURVEY DISK
 LW0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0648_STAMPING: 398
 LW0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0648+STABILITY: SURFACE MOTION
 LW0648
 LW0648  HISTORY     - Date     Condition        Report By
 LW0648  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0648  HISTORY     - 1969     GOOD             NGS
 LW0648
 LW0648                          STATION DESCRIPTION
 LW0648
 LW0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0648'3 MI NE FROM NARRAGANSETT.
 LW0648'2.95 MILES NORTHEAST ALONG STATE HIGHWAY 1A FROM THE POST OFFICE
 LW0648'AT NARRAGANSETT, 1.6 MILES NORTHEAST OF THE HIGHWAY BRIDGE OVER
 LW0648'THE NARROWS, NEAR THE NORTHWEST CORNER OF A LAWN, 24 FEET EAST
 LW0648'OF THE CENTER LINE OF THE HIGHWAY, 44 FEET SOUTHEAST OF AND
 LW0648'ACROSS THE HIGHWAY FROM POWER LINE POLE 1053, 10 FEET NORTH OF
 LW0648'THE NORTHWEST CORNER OF A ROCK FENCE AROUND A LAWN, 1.7 FEET WEST
 LW0648'OF A WIRE FENCE, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 LW0648'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 LW0648'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0649 ***********************************************************************
 LW0649  DESIGNATION -  399
 LW0649  PID         -  LW0649
 LW0649  STATE/COUNTY-  RI/WASHINGTON
 LW0649  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0649
 LW0649                         *CURRENT SURVEY CONTROL
 LW0649  ___________________________________________________________________
 LW0649* NAD 83(1986)-  41 27 10.     (N)    071 26 34.     (W)     SCALED    
 LW0649* NAVD 88     -        21.140  (meters)      69.36   (feet)  ADJUSTED  
 LW0649  ___________________________________________________________________
 LW0649  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW0649  DYNAMIC HT  -          21.133 (meters)      69.33  (feet)  COMP
 LW0649  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 LW0649
 LW0649  VERT ORDER  -  SECOND    CLASS 0
 LW0649
 LW0649.The horizontal coordinates were scaled from a topographic map and have
 LW0649.an estimated accuracy of +/- 6 seconds.
 LW0649
 LW0649.The orthometric height was determined by differential leveling
 LW0649.and adjusted by the National Geodetic Survey in June 1991..
 LW0649
 LW0649.The geoid height was determined by GEOID03.
 LW0649
 LW0649.The dynamic height is computed by dividing the NAVD 88
 LW0649.geopotential number by the normal gravity value computed on the
 LW0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0649.degrees latitude (g = 980.6199 gals.).
 LW0649
 LW0649.The modeled gravity was interpolated from observed gravity values.
 LW0649
 LW0649;                    North         East    Units  Estimated Accuracy
 LW0649;SPC RI       -    41,030.      104,780.      MT  (+/- 180 meters Scaled)
 LW0649
 LW0649                          SUPERSEDED SURVEY CONTROL
 LW0649
 LW0649  NGVD 29 (??/??/92)   21.413  (m)           70.25   (f) ADJ UNCH    2 0
 LW0649
 LW0649.Superseded values are not recommended for survey control.
 LW0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0649.See file dsdata.txt to determine how the superseded data were derived.
 LW0649
 LW0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF959919(NAD 83)
 LW0649_MARKER: DD = SURVEY DISK
 LW0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0649_STAMPING: 399
 LW0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0649+STABILITY: SURFACE MOTION
 LW0649
 LW0649  HISTORY     - Date     Condition        Report By
 LW0649  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0649  HISTORY     - 1943     GOOD             NGS
 LW0649  HISTORY     - 20040806 GOOD             USPSQD
 LW0649
 LW0649                          STATION DESCRIPTION
 LW0649
 LW0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0649'1.9 MI NE FROM NARRAGANSETT.
 LW0649'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1, FROM THE POST OFFICE
 LW0649'AT NARRAGANSETT, 0.5 MILE NORTHEAST OF THE BRIDGE OVER THE NARROWS,
 LW0649'AT THE JUNCTION OF A PAVED ROAD LEADING TO FORT VARNUM, 29.3
 LW0649'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTHWEST
 LW0649'OF THE CENTER LINE OF A SHORT ROAD CONNECTING THE HIGHWAY AND
 LW0649'THE FORT VARNUM ROAD, AND 1.4 FEET EAST OF A FENCE CORNER, AND
 LW0649'SET IN THE TOP OF A CONCRETE POST.
 LW0649
 LW0649                          STATION RECOVERY (2004)
 LW0649
 LW0649'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0305 ***********************************************************************
 LW0305  DESIGNATION -  4
 LW0305  PID         -  LW0305
 LW0305  STATE/COUNTY-  RI/PROVIDENCE
 LW0305  USGS QUAD   -  PAWTUCKET (1975)
 LW0305
 LW0305                         *CURRENT SURVEY CONTROL
 LW0305  ___________________________________________________________________
 LW0305* NAD 83(1986)-  41 57 26.     (N)    071 24 03.     (W)     SCALED    
 LW0305* NAVD 88     -        75.499  (meters)     247.70   (feet)  ADJUSTED  
 LW0305  ___________________________________________________________________
 LW0305  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LW0305  DYNAMIC HT  -          75.477 (meters)     247.63  (feet)  COMP
 LW0305  MODELED GRAV-     980,323.0   (mgal)                       NAVD 88
 LW0305
 LW0305  VERT ORDER  -  SECOND    CLASS 0
 LW0305
 LW0305.The horizontal coordinates were scaled from a topographic map and have
 LW0305.an estimated accuracy of +/- 6 seconds.
 LW0305
 LW0305.The orthometric height was determined by differential leveling
 LW0305.and adjusted by the National Geodetic Survey in June 1991..
 LW0305
 LW0305.The geoid height was determined by GEOID03.
 LW0305
 LW0305.The dynamic height is computed by dividing the NAVD 88
 LW0305.geopotential number by the normal gravity value computed on the
 LW0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0305.degrees latitude (g = 980.6199 gals.).
 LW0305
 LW0305.The modeled gravity was interpolated from observed gravity values.
 LW0305
 LW0305;                    North         East    Units  Estimated Accuracy
 LW0305;SPC RI       -    97,060.      108,220.      MT  (+/- 180 meters Scaled)
 LW0305
 LW0305                          SUPERSEDED SURVEY CONTROL
 LW0305
 LW0305  NGVD 29 (??/??/92)   75.736  (m)          248.48   (f) ADJ UNCH    2 0
 LW0305
 LW0305.Superseded values are not recommended for survey control.
 LW0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0305.See file dsdata.txt to determine how the superseded data were derived.
 LW0305
 LW0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG010478(NAD 83)
 LW0305_MARKER: DD = SURVEY DISK
 LW0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0305_STAMPING: 4
 LW0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0305+STABILITY: SURFACE MOTION
 LW0305
 LW0305  HISTORY     - Date     Condition        Report By
 LW0305  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0305  HISTORY     - 1969     GOOD             NGS
 LW0305  HISTORY     - 1985     GOOD             LOCSUR
 LW0305
 LW0305                          STATION DESCRIPTION
 LW0305
 LW0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0305'4.4 MI N FROM CUMBERLAND.
 LW0305'ABOUT 4.45 MILES NORTH ALONG STATE HIGHWAY 114 FROM THE TOWN
 LW0305'HALL AT CUMBERLAND, IN THE LAWN FOR A ONE STORY FRAME HOUSE,
 LW0305'175 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF LITTLE POUND
 LW0305'CITY ROAD, 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 66
 LW0305'FEET NORTH OF POWER LINE POLE 205, 40 FEET SOUTH OF THE CENTER
 LW0305'LINE OF THE NORTH ONE OF TWO DRIVEWAYS, 15 1/2 FEET WEST OF A
 LW0305'WHITE BOARD FENCE, 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY
 LW0305'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LW0305'THE LEVEL OF THE GROUND.
 LW0305
 LW0305                          STATION RECOVERY (1985)
 LW0305
 LW0305'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0241 ***********************************************************************
 LW0241  DESIGNATION -  4 B USE
 LW0241  PID         -  LW0241
 LW0241  STATE/COUNTY-  RI/BRISTOL
 LW0241  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0241
 LW0241                         *CURRENT SURVEY CONTROL
 LW0241  ___________________________________________________________________
 LW0241* NAD 83(1986)-  41 35 19.     (N)    071 17 03.     (W)     SCALED    
 LW0241* NAVD 88     -         2.497  (meters)       8.19   (feet)  ADJUSTED  
 LW0241  ___________________________________________________________________
 LW0241  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW0241  DYNAMIC HT  -           2.496 (meters)       8.19  (feet)  COMP
 LW0241  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 LW0241
 LW0241  VERT ORDER  -  SECOND    CLASS 0
 LW0241
 LW0241.The horizontal coordinates were scaled from a topographic map and have
 LW0241.an estimated accuracy of +/- 6 seconds.
 LW0241
 LW0241.The orthometric height was determined by differential leveling
 LW0241.and adjusted by the National Geodetic Survey in June 1991..
 LW0241
 LW0241.The geoid height was determined by GEOID03.
 LW0241
 LW0241.The dynamic height is computed by dividing the NAVD 88
 LW0241.geopotential number by the normal gravity value computed on the
 LW0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0241.degrees latitude (g = 980.6199 gals.).
 LW0241
 LW0241.The modeled gravity was interpolated from observed gravity values.
 LW0241
 LW0241;                    North         East    Units  Estimated Accuracy
 LW0241;SPC RI       -    56,140.      118,000.      MT  (+/- 180 meters Scaled)
 LW0241
 LW0241                          SUPERSEDED SURVEY CONTROL
 LW0241
 LW0241  NGVD 29 (??/??/92)    2.761  (m)            9.06   (f) ADJ UNCH    2 0
 LW0241
 LW0241.Superseded values are not recommended for survey control.
 LW0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0241.See file dsdata.txt to determine how the superseded data were derived.
 LW0241
 LW0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG096066(NAD 83)
 LW0241_MARKER: B = BOLT
 LW0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0241_SP_SET: NET SLAB
 LW0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0241
 LW0241  HISTORY     - Date     Condition        Report By
 LW0241  HISTORY     - UNK      MONUMENTED       DOD
 LW0241  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0241
 LW0241                          STATION DESCRIPTION
 LW0241
 LW0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0241'AT MELVILLE.
 LW0241'AT MELVILLE, NEWPORT COUNTY, 47.8 FEET WEST-NORTHWEST OF THE
 LW0241'NORTH CORNER OF BUILDING 42, AT A NET SLAB, 24 FEET SOUTHWEST
 LW0241'OF THE NORTHEAST EDGE OF THE SLAB, AND 1.7 FEET NORTHWEST OF THE
 LW0241'SOUTHWEST EDGE.  NOTE-- THE NET SLAB HAS BEEN RESURFACED AND MARK
 LW0241'IS PROBABLY COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0940 ***********************************************************************
 LW0940  DESIGNATION -  4 C
 LW0940  PID         -  LW0940
 LW0940  STATE/COUNTY-  RI/WASHINGTON
 LW0940  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0940
 LW0940                         *CURRENT SURVEY CONTROL
 LW0940  ___________________________________________________________________
 LW0940* NAD 83(1996)-  41 12 51.18013(N)    071 33 59.35156(W)     ADJUSTED  
 LW0940* LOCAL TIDAL -        32.720  (meters)     107.35   (feet)  ADJ UNCH  
 LW0940  ___________________________________________________________________
 LW0940  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 LW0940  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW0940
 LW0940  HORZ ORDER  -  SECOND
 LW0940  VERT ORDER  -  SECOND    CLASS 0
 LW0940
 LW0940.The horizontal coordinates were established by classical geodetic methods
 LW0940.and adjusted by the National Geodetic Survey in August 1998..
 LW0940
 LW0940.The orthometric height was key entered from printed documents
 LW0940.and not key verified.
 LW0940
 LW0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0940
 LW0940.The geoid height was determined by GEOID03.
 LW0940
 LW0940;                    North         East     Units Scale Factor Converg.
 LW0940;SPC RI       -    14,537.527    94,424.327   MT  0.99999413   -0 02 37.7
 LW0940;SPC RI       -    47,695.20    309,790.48   sFT  0.99999413   -0 02 37.7
 LW0940;UTM  19      - 4,565,713.712   284,845.282   MT  1.00016975   -1 41 29.9
 LW0940
 LW0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0940!SPC RI       -   0.99999968  x   0.99999413  =   0.99999381
 LW0940!UTM  19      -   0.99999968  x   1.00016975  =   1.00016943
 LW0940
 LW0940                          SUPERSEDED SURVEY CONTROL
 LW0940
 LW0940  NAD 83(1996)-  41 12 51.17835(N)    071 33 59.35032(W) AD(       ) 2
 LW0940  NAD 83(1992)-  41 12 51.17833(N)    071 33 59.35038(W) AD(       ) 2
 LW0940  NAD 83(1992)-  41 12 51.17760(N)    071 33 59.35100(W) AD(       ) 2
 LW0940  NAD 83(1986)-  41 12 51.18121(N)    071 33 59.34632(W) AD(       ) 2
 LW0940  NAD 27      -  41 12 50.81000(N)    071 34 01.14400(W) AD(       ) 2
 LW0940
 LW0940.Superseded values are not recommended for survey control.
 LW0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0940.See file dsdata.txt to determine how the superseded data were derived.
 LW0940
 LW0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8484565714(NAD 83)
 LW0940_MARKER: B = BOLT
 LW0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0940_STAMPING: USED 1943
 LW0940_MARK LOGO: USE   
 LW0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0940+STABILITY: SURFACE MOTION
 LW0940
 LW0940  HISTORY     - Date     Condition        Report By
 LW0940  HISTORY     - 1943     MONUMENTED       USE
 LW0940  HISTORY     - 1943     GOOD             NGS
 LW0940
 LW0940                          STATION DESCRIPTION
 LW0940
 LW0940'DESCRIBED BY US ENGINEERS 1943 (FN)
 LW0940'THE STATION IS 33.120 M. (108.66 FT.) E-SE OF STATION CHAGUM.  IT
 LW0940'IS MARKED BY A COPPER BOLT IN THE CENTER OF A CONCRETE POST
 LW0940'PROJECTING ABOUT 2 IN. AND BEARING THE IMPRESSED LETTERING USED
 LW0940'1943.
 LW0940'
 LW0940'STATION CHAGUM IS ABOUT 1 MI. S-SE OF BLOCK ISLAND NORTH
 LW0940'LIGHTHOUSE, ABOUT 400 YDS. W-NW OF THE SUMMIT OF BUSH HILL
 LW0940'WHICH IS THE HIGHEST IN THE VICINITY, ABOUT 50 YDS. W OF THE MAIN
 LW0940'PAVED ROAD TO THE N END OF THE ISLAND, AND IN THE DOORYARD OF A
 LW0940'FIRE CONTROL BUILDING.  IT IS 20.1 FT. ABOUT SW OF THE SW CORNER
 LW0940'OF THE OBSERVATION ROOM OF THE SAID BUILDING, AND 8.5 FT. ABOUT
 LW0940'W OF THE PROJECTED PLANE OF THE W WALL OF THE SAME ROOM.  IT IS
 LW0940'STAMPED CHAGUM 1943 AND SET FLUSH.
 LW0940'
 LW0940'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION CHAGUM.
 LW0940
 LW0940                          STATION RECOVERY (1943)
 LW0940
 LW0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0940'AT BLOCK ISLAND.
 LW0940'ON BLOCK ISLAND, NEWPORT COUNTY, AND 108.7 FEET SOUTHEAST OF
 LW0940'TRIANGULATION STATION CHAGUM DESCRIBED ABOVE.  A 1/2-INCH COPPER
 LW0940'PLUG, SET IN THE TOP OF A CONCRETE POST NEAR THE INSCRIBED
 LW0940'LETTERS USED 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3328 ***********************************************************************
 LW3328  DESIGNATION -  4 EAST
 LW3328  PID         -  LW3328
 LW3328  STATE/COUNTY-  RI/WASHINGTON
 LW3328  USGS QUAD   -  WATCH HILL (1984)
 LW3328
 LW3328                         *CURRENT SURVEY CONTROL
 LW3328  ___________________________________________________________________
 LW3328* NAD 83(1996)-  41 20 09.76304(N)    071 50 05.73722(W)     ADJUSTED  
 LW3328* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW3328  ___________________________________________________________________
 LW3328  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LW3328  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW3328
 LW3328  HORZ ORDER  -  THIRD
 LW3328
 LW3328.The horizontal coordinates were established by classical geodetic methods
 LW3328.and adjusted by the National Geodetic Survey in August 1998..
 LW3328
 LW3328.The orthometric height was scaled from a topographic map.
 LW3328
 LW3328.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3328
 LW3328.The geoid height was determined by GEOID03.
 LW3328
 LW3328;                    North         East     Units Scale Factor Converg.
 LW3328;SPC RI       -    28,119.620    71,964.616   MT  1.00000342   -0 13 16.4
 LW3328;SPC RI       -    92,255.79    236,103.91   sFT  1.00000342   -0 13 16.4
 LW3328;UTM  19      - 4,579,940.163   262,780.825   MT  1.00029260   -1 52 23.8
 LW3328
 LW3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3328!SPC RI       -   1.00000469  x   1.00000342  =   1.00000811
 LW3328!UTM  19      -   1.00000469  x   1.00029260  =   1.00029729
 LW3328
 LW3328|---------------------------------------------------------------------|
 LW3328| PID    Reference Object                     Distance      Geod. Az  |
 LW3328|                                                           dddmmss.s |
 LW3328| CB6769 4 EAST RM 1                          17.550 METERS 05809     |
 LW3328| CB6770 4 EAST RM 2                          30.430 METERS 11628     |
 LW3328| LW3295 F 3                                 APPROX. 1.5 KM 2472233.4 |
 LW3328| LW3322 1                                   448.078 METERS 2574007.9 |
 LW3328| LW3327 CHESBRO                             402.367 METERS 3562726.0 |
 LW3328|---------------------------------------------------------------------|
 LW3328
 LW3328                          SUPERSEDED SURVEY CONTROL
 LW3328
 LW3328  NAD 83(1992)-  41 20 09.76172(N)    071 50 05.73644(W) AD(       ) 3
 LW3328  NAD 83(1986)-  41 20 09.76088(N)    071 50 05.73868(W) AD(       ) 3
 LW3328  NAD 27      -  41 20 09.40700(N)    071 50 07.49400(W) AD(       ) 3
 LW3328
 LW3328.Superseded values are not recommended for survey control.
 LW3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3328.See file dsdata.txt to determine how the superseded data were derived.
 LW3328
 LW3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6278179940(NAD 83)
 LW3328_MARKER: DD = SURVEY DISK
 LW3328_SETTING: 0 = UNSPECIFIED SETTING
 LW3328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3328
 LW3328  HISTORY     - Date     Condition        Report By
 LW3328  HISTORY     - 1934     MONUMENTED       USE
 LW3328  HISTORY     - 1954     GOOD             CGS
 LW3328
 LW3328                          STATION DESCRIPTION
 LW3328
 LW3328'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LW3328'THE STATION IS LOCATED AT THE N END OF THE VILLAGE OF AVONDALE,
 LW3328'ON THE E BANK OF THE PAWCATUCK RIVER, ON THE SECOND POINT ACROSS
 LW3328'THE COVE FROM RAM POINT.  THE STATION IS MARKED BY A STANDARD
 LW3328'DISC SET IN THE TOP OF A 6- BY 6-INCH GRANITE POST PROJECTING
 LW3328'TWO INCHES ABOVE GROUND.  IT IS ONE METER SE OF THE W PROPERTY
 LW3328'LINE AND 5 METERS SE OF HIGH WATER LINE.
 LW3328'
 LW3328'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN A DRILL HOLE IN
 LW3328'THE CONCRETE FOUNDATION OF A FLAGPOLE.  REFERENCE MARK NO. 2 IS A
 LW3328'STANDARD DISC SET IN A DRILL HOLE IN A CONCRETE DRIVEWAY
 LW3328'SOUTHWESTERLY OF THE STATION.
 LW3328'
 LW3328'THE STATION IS REACHED FROM WESTERLY CENTER--GO 3.5 MILES ALONG
 LW3328'THE WATCH HILL ROAD AND TURN RIGHT AT AVONDALE ROAD, GO TO ITS
 LW3328'END, TURN RIGHT AND GO 0.6 MILE TO THE PROPERTY OF HAROLD MOORE
 LW3328'AT THE END OF THE ROAD.  STATION IS ON THE MOORE PROPERTY.
 LW3328'
 LW3328'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3328
 LW3328                          STATION RECOVERY (1954)
 LW3328
 LW3328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3328'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3328'DISTANCE TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LW3328'AND WERE FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 LW3328'ADEQUATE AND CORRECT WITH THE FOLLOWING ADDITIONS--
 LW3328'
 LW3328'STATION MARK IS STAMPED USE 4 1934.
 LW3328'
 LW3328'REFERENCE MARK 1 IS STAMPED USE 4 NO 1 1934.
 LW3328'
 LW3328'REFERENCE MARK 2 IS STAMPED USE 4 NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0993 ***********************************************************************
 LW0993  DESIGNATION -  4 M
 LW0993  PID         -  LW0993
 LW0993  STATE/COUNTY-  RI/WASHINGTON
 LW0993  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW0993
 LW0993                         *CURRENT SURVEY CONTROL
 LW0993  ___________________________________________________________________
 LW0993* NAD 83(1986)-  41 21 06.     (N)    071 43 53.     (W)     SCALED    
 LW0993* NAVD 88     -        32.640  (meters)     107.09   (feet)  ADJUSTED  
 LW0993  ___________________________________________________________________
 LW0993  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LW0993  DYNAMIC HT  -          32.629 (meters)     107.05  (feet)  COMP
 LW0993  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LW0993
 LW0993  VERT ORDER  -  SECOND    CLASS 0
 LW0993
 LW0993.The horizontal coordinates were scaled from a topographic map and have
 LW0993.an estimated accuracy of +/- 6 seconds.
 LW0993
 LW0993.The orthometric height was determined by differential leveling
 LW0993.and adjusted by the National Geodetic Survey in June 1991..
 LW0993
 LW0993.The geoid height was determined by GEOID03.
 LW0993
 LW0993.The dynamic height is computed by dividing the NAVD 88
 LW0993.geopotential number by the normal gravity value computed on the
 LW0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0993.degrees latitude (g = 980.6199 gals.).
 LW0993
 LW0993.The modeled gravity was interpolated from observed gravity values.
 LW0993
 LW0993;                    North         East    Units  Estimated Accuracy
 LW0993;SPC RI       -    29,830.       80,640.      MT  (+/- 180 meters Scaled)
 LW0993
 LW0993                          SUPERSEDED SURVEY CONTROL
 LW0993
 LW0993  NGVD 29 (??/??/92)   32.924  (m)          108.02   (f) ADJ UNCH    2 0
 LW0993
 LW0993.Superseded values are not recommended for survey control.
 LW0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0993.See file dsdata.txt to determine how the superseded data were derived.
 LW0993
 LW0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF715813(NAD 83)
 LW0993_MARKER: DD = SURVEY DISK
 LW0993_SETTING: 80 = SET IN A BOULDER
 LW0993_SP_SET: BOULDER
 LW0993_STAMPING: 4 M 1941 108
 LW0993_MARK LOGO: USGS  
 LW0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0993+STABILITY: SURFACE MOTION
 LW0993
 LW0993  HISTORY     - Date     Condition        Report By
 LW0993  HISTORY     - 1941     MONUMENTED       USGS
 LW0993  HISTORY     - 1969     GOOD             NGS
 LW0993  HISTORY     - 1987     GOOD             RIGS
 LW0993  HISTORY     - 1988     GOOD             USPSQD
 LW0993  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW0993  HISTORY     - 1989     GOOD             USPSQD
 LW0993  HISTORY     - 1990     GOOD             USPSQD
 LW0993
 LW0993                          STATION DESCRIPTION
 LW0993
 LW0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0993'5.5 MI SW FROM CHARLESTOWN.
 LW0993'ABOUT 5.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 LW0993'OF STATE HIGHWAY 112 AND 2 AT CHARLESTOWN, ABOUT 6.15 MILES
 LW0993'SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION OF MAIN
 LW0993'AND BROAD STREET AT WESTERLY, ALONG OLD HIGHWAY 1, SET ON THE
 LW0993'TOP AND 3 FEET NORTH OF THE SOUTH END OF A 4-BY-2-FOOT BURIED
 LW0993'BOULDER WHICH PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE GROUND,
 LW0993'101 FEET NORTH OF AND ACROSS THE OLD HIGHWAY FROM THE CENTER
 LW0993'LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 77 FEET SOUTHEAST
 LW0993'OF THE SOUTHEAST CORNER OF A ONE STORY HOUSE, 26 FEET NORTH OF
 LW0993'THE CENTER LINE OF THE OLD HIGHWAY, 36 FEET WEST OF THE CENTER
 LW0993'LINE OF WOODY HILL ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 LW0993'THE OLD HIGHWAY.
 LW0993
 LW0993                          STATION RECOVERY (1987)
 LW0993
 LW0993'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0993'RECOVERED IN GOOD CONDITION.
 LW0993
 LW0993                          STATION RECOVERY (1988)
 LW0993
 LW0993'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0993'RECOVERED IN GOOD CONDITION.
 LW0993
 LW0993                          STATION RECOVERY (1988)
 LW0993
 LW0993'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0993'MARK NOT FOUND.
 LW0993
 LW0993                          STATION RECOVERY (1989)
 LW0993
 LW0993'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0993'RECOVERED IN GOOD CONDITION.
 LW0993
 LW0993                          STATION RECOVERY (1990)
 LW0993
 LW0993'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0463 ***********************************************************************
 LW0463  DESIGNATION -  406
 LW0463  PID         -  LW0463
 LW0463  STATE/COUNTY-  RI/KENT
 LW0463  USGS QUAD   -  EAST GREENWICH (1975)
 LW0463
 LW0463                         *CURRENT SURVEY CONTROL
 LW0463  ___________________________________________________________________
 LW0463* NAD 83(1986)-  41 44 00.     (N)    071 24 24.     (W)     SCALED    
 LW0463* NAVD 88     -        13.460  (meters)      44.16   (feet)  ADJUSTED  
 LW0463  ___________________________________________________________________
 LW0463  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW0463  DYNAMIC HT  -          13.455 (meters)      44.14  (feet)  COMP
 LW0463  MODELED GRAV-     980,302.4   (mgal)                       NAVD 88
 LW0463
 LW0463  VERT ORDER  -  SECOND    CLASS 0
 LW0463
 LW0463.The horizontal coordinates were scaled from a topographic map and have
 LW0463.an estimated accuracy of +/- 6 seconds.
 LW0463
 LW0463.The orthometric height was determined by differential leveling
 LW0463.and adjusted by the National Geodetic Survey in June 1991..
 LW0463
 LW0463.The geoid height was determined by GEOID03.
 LW0463
 LW0463.The dynamic height is computed by dividing the NAVD 88
 LW0463.geopotential number by the normal gravity value computed on the
 LW0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0463.degrees latitude (g = 980.6199 gals.).
 LW0463
 LW0463.The modeled gravity was interpolated from observed gravity values.
 LW0463
 LW0463;                    North         East    Units  Estimated Accuracy
 LW0463;SPC RI       -    72,190.      107,770.      MT  (+/- 180 meters Scaled)
 LW0463
 LW0463                          SUPERSEDED SURVEY CONTROL
 LW0463
 LW0463  NGVD 29 (??/??/92)   13.715  (m)           45.00   (f) ADJ UNCH    2 0
 LW0463
 LW0463.Superseded values are not recommended for survey control.
 LW0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0463.See file dsdata.txt to determine how the superseded data were derived.
 LW0463
 LW0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG998229(NAD 83)
 LW0463_MARKER: DD = SURVEY DISK
 LW0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0463_STAMPING: 406
 LW0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0463+STABILITY: SURFACE MOTION
 LW0463
 LW0463  HISTORY     - Date     Condition        Report By
 LW0463  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0463  HISTORY     - 1969     GOOD             NGS
 LW0463
 LW0463                          STATION DESCRIPTION
 LW0463
 LW0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0463'1.6 MI E FROM WARWICK.
 LW0463'ABOUT 1.55 MILES EAST ALONG OCCUPASSTUXET ROAD FROM THE JUNCTION
 LW0463'OF U.S. HIGHWAY 1 AT WARWICK, AT THE JUNCTION OF ALTERNATE
 LW0463'STATE HIGHWAY 117, 30.2 FEET EAST OF THE EAST CURB OF ALTERNATE
 LW0463'STATE HIGHWAY 117, 36 FEET SOUTH OF THE SOUTH CURB OF THE
 LW0463'HIGHWAY, 8.0 FEET NORTHWEST OF THE NORTHWEST CURB OF A CONNECTING
 LW0463'ROAD, 13 FEET SOUTHEAST OF THE CENTER OF THE TOP OF A LARGE
 LW0463'BOULDER WITH A MEMORIAL PLAQUE ON THE NORTHWEST SIDE, 1 FOOT
 LW0463'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW0463'POST PROJECTING 12 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0462 ***********************************************************************
 LW0462  DESIGNATION -  407
 LW0462  PID         -  LW0462
 LW0462  STATE/COUNTY-  RI/KENT
 LW0462  USGS QUAD   -  EAST GREENWICH (1975)
 LW0462
 LW0462                         *CURRENT SURVEY CONTROL
 LW0462  ___________________________________________________________________
 LW0462* NAD 83(1986)-  41 43 36.     (N)    071 23 17.     (W)     SCALED    
 LW0462* NAVD 88     -         9.578  (meters)      31.42   (feet)  ADJUSTED  
 LW0462  ___________________________________________________________________
 LW0462  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW0462  DYNAMIC HT  -           9.575 (meters)      31.41  (feet)  COMP
 LW0462  MODELED GRAV-     980,303.6   (mgal)                       NAVD 88
 LW0462
 LW0462  VERT ORDER  -  SECOND    CLASS 0
 LW0462
 LW0462.The horizontal coordinates were scaled from a topographic map and have
 LW0462.an estimated accuracy of +/- 6 seconds.
 LW0462
 LW0462.The orthometric height was determined by differential leveling
 LW0462.and adjusted by the National Geodetic Survey in June 1991..
 LW0462
 LW0462.The geoid height was determined by GEOID03.
 LW0462
 LW0462.The dynamic height is computed by dividing the NAVD 88
 LW0462.geopotential number by the normal gravity value computed on the
 LW0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0462.degrees latitude (g = 980.6199 gals.).
 LW0462
 LW0462.The modeled gravity was interpolated from observed gravity values.
 LW0462
 LW0462;                    North         East    Units  Estimated Accuracy
 LW0462;SPC RI       -    71,460.      109,310.      MT  (+/- 180 meters Scaled)
 LW0462
 LW0462                          SUPERSEDED SURVEY CONTROL
 LW0462
 LW0462  NGVD 29 (??/??/92)    9.834  (m)           32.26   (f) ADJ UNCH    2 0
 LW0462
 LW0462.Superseded values are not recommended for survey control.
 LW0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0462.See file dsdata.txt to determine how the superseded data were derived.
 LW0462
 LW0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG013221(NAD 83)
 LW0462_MARKER: DD = SURVEY DISK
 LW0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0462_STAMPING: 407
 LW0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0462+STABILITY: SURFACE MOTION
 LW0462
 LW0462  HISTORY     - Date     Condition        Report By
 LW0462  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0462  HISTORY     - 1969     GOOD             NGS
 LW0462
 LW0462                          STATION DESCRIPTION
 LW0462
 LW0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0462'2.6 MI SE FROM WARWICK.
 LW0462'ABOUT 2.6 MILES SOUTHEAST ALONG OCCUPASSTUXET ROAD AND STATE
 LW0462'HIGHWAY 117 FROM THE JUNCTION OF U.S. HIGHWAY 1 AT WARWICK, IN
 LW0462'THE CONIMIUCT SECTION OF WARWICK, AT THE JUNCTION OF CAMBRIDE
 LW0462'AVENUE LEADING EAST, 31 FEET SOUTHWEST OF THE CENTER OF THE
 LW0462'JUNCTION OF THE HIGHWAY AND THE AVENUE, 37.5 FEET EAST OF THE
 LW0462'EAST PORCH CORNER OF A RESIDENCE AT NUMBER 565, 8 FEET SOUTHWEST
 LW0462'OF THE SOUTHWEST CURB OF THE HIGHWAY, 13.5 FEET SOUTH OF POWER
 LW0462'LINE POLE 52, 0.5 MILE NORTHWEST OF THE CONIMICUT SCHOOL, ABOUT
 LW0462'LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A CONCRETE POST
 LW0462'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0459 ***********************************************************************
 LW0459  DESIGNATION -  409
 LW0459  PID         -  LW0459
 LW0459  STATE/COUNTY-  RI/KENT
 LW0459  USGS QUAD   -  EAST GREENWICH (1975)
 LW0459
 LW0459                         *CURRENT SURVEY CONTROL
 LW0459  ___________________________________________________________________
 LW0459* NAD 83(1986)-  41 42 17.     (N)    071 23 02.     (W)     SCALED    
 LW0459* NAVD 88     -         2.859  (meters)       9.38   (feet)  ADJUSTED  
 LW0459  ___________________________________________________________________
 LW0459  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW0459  DYNAMIC HT  -           2.858 (meters)       9.38  (feet)  COMP
 LW0459  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 LW0459
 LW0459  VERT ORDER  -  SECOND    CLASS 0
 LW0459
 LW0459.The horizontal coordinates were scaled from a topographic map and have
 LW0459.an estimated accuracy of +/- 6 seconds.
 LW0459
 LW0459.The orthometric height was determined by differential leveling
 LW0459.and adjusted by the National Geodetic Survey in June 1991..
 LW0459
 LW0459.The geoid height was determined by GEOID03.
 LW0459
 LW0459.The dynamic height is computed by dividing the NAVD 88
 LW0459.geopotential number by the normal gravity value computed on the
 LW0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0459.degrees latitude (g = 980.6199 gals.).
 LW0459
 LW0459.The modeled gravity was interpolated from observed gravity values.
 LW0459
 LW0459;                    North         East    Units  Estimated Accuracy
 LW0459;SPC RI       -    69,020.      109,660.      MT  (+/- 180 meters Scaled)
 LW0459
 LW0459                          SUPERSEDED SURVEY CONTROL
 LW0459
 LW0459  NGVD 29 (??/??/92)    3.116  (m)           10.22   (f) ADJ UNCH    2 0
 LW0459
 LW0459.Superseded values are not recommended for survey control.
 LW0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0459.See file dsdata.txt to determine how the superseded data were derived.
 LW0459
 LW0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG016197(NAD 83)
 LW0459_MARKER: DD = SURVEY DISK
 LW0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0459_STAMPING: 409
 LW0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0459+STABILITY: SURFACE MOTION
 LW0459
 LW0459  HISTORY     - Date     Condition        Report By
 LW0459  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0459  HISTORY     - 1969     GOOD             NGS
 LW0459  HISTORY     - 20021001 GOOD             USPSQD
 LW0459
 LW0459                          STATION DESCRIPTION
 LW0459
 LW0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0459'2.4 MI E FROM WARWICK.
 LW0459'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 117 (WEST SHORE ROAD)
 LW0459'FROM THE JUNCTION OF STATE HIGHWAY 113 AT WARWICK, 0.2 MILE
 LW0459'NORTHEAST OF THE JUNCTION OF WARWICK AVENUE LEADING NORTHWEST,
 LW0459'0.2 MILE SOUTHWEST OF WARWICK FIRE STATION NO. 4, 57 FEET SOUTH
 LW0459'OF AND ACROSS A DRIVEWAY FROM THE SOUTH CORNER OF PORCH FOR A
 LW0459'RESIDENCE AT 1599 WEST SHORE ROAD, 60.5 FEET NORTHEAST OF THE
 LW0459'NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL FOR A DOUBLE
 LW0459'18-INCH PIPE CULVERT UNDER THE HIGHWAY, 27.5 FEET NORTHEAST OF
 LW0459'THE NORTHEAST END OF A GUARD RAIL, 10 FEET SOUTHWEST OF THE
 LW0459'CENTER LINE OF A DRIVEWAY TO A RESIDENCE, 13.5 FEET NORTHWEST OF
 LW0459'THE NORTHWEST CURB OF THE HIGHWAY, 23 FEET NORTH OF POWER LINE
 LW0459'POLE NO. 147, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LW0459'OF A CONCRETE POST 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0459
 LW0459                          STATION RECOVERY (2002)
 LW0459
 LW0459'RECOVERY NOTE BY US POWER SQUADRON 2002 (CV)
 LW0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1219 ***********************************************************************
 LW1219  DESIGNATION -  41
 LW1219  PID         -  LW1219
 LW1219  STATE/COUNTY-  RI/PROVIDENCE
 LW1219  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1219
 LW1219                         *CURRENT SURVEY CONTROL
 LW1219  ___________________________________________________________________
 LW1219* NAD 83(1986)-  41 58 12.     (N)    071 30 26.     (W)     SCALED    
 LW1219* NAVD 88     -        81.698  (meters)     268.04   (feet)  ADJUSTED  
 LW1219  ___________________________________________________________________
 LW1219  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW1219  DYNAMIC HT  -          81.672 (meters)     267.95  (feet)  COMP
 LW1219  MODELED GRAV-     980,304.5   (mgal)                       NAVD 88
 LW1219
 LW1219  VERT ORDER  -  SECOND    CLASS 0
 LW1219
 LW1219.The horizontal coordinates were scaled from a topographic map and have
 LW1219.an estimated accuracy of +/- 6 seconds.
 LW1219
 LW1219.The orthometric height was determined by differential leveling
 LW1219.and adjusted by the National Geodetic Survey in June 1991..
 LW1219
 LW1219.The geoid height was determined by GEOID03.
 LW1219
 LW1219.The dynamic height is computed by dividing the NAVD 88
 LW1219.geopotential number by the normal gravity value computed on the
 LW1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1219.degrees latitude (g = 980.6199 gals.).
 LW1219
 LW1219.The modeled gravity was interpolated from observed gravity values.
 LW1219
 LW1219;                    North         East    Units  Estimated Accuracy
 LW1219;SPC RI       -    98,480.       99,400.      MT  (+/- 180 meters Scaled)
 LW1219
 LW1219                          SUPERSEDED SURVEY CONTROL
 LW1219
 LW1219  NGVD 29 (??/??/92)   81.936  (m)          268.82   (f) ADJ UNCH    2 0
 LW1219
 LW1219.Superseded values are not recommended for survey control.
 LW1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1219.See file dsdata.txt to determine how the superseded data were derived.
 LW1219
 LW1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG922494(NAD 83)
 LW1219_MARKER: DD = SURVEY DISK
 LW1219_SETTING: 80 = SET IN A BOULDER
 LW1219_SP_SET: BOULDER
 LW1219_STAMPING: 41
 LW1219_MARK LOGO: RIBPR 
 LW1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1219+STABILITY: SURFACE MOTION
 LW1219
 LW1219  HISTORY     - Date     Condition        Report By
 LW1219  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1219  HISTORY     - 1969     GOOD             NGS
 LW1219  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1219  HISTORY     - 19870601 GOOD             RIGS
 LW1219  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1219
 LW1219                          STATION DESCRIPTION
 LW1219
 LW1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1219'2.4 MI SE FROM WOONSOCKET.
 LW1219'ABOUT 1.4 MILES SOUTH ALONG PARK AVENUE FROM THE JUNCTION OF
 LW1219'STATE HIGHWAY 122 AT WOONSOCKET, THENCE 1.0 MILE SOUTHEAST
 LW1219'ALONG STATE HIGHWAY 146A, NEAR THE JUNCTION OF STATE HIGHWAY
 LW1219'146, ABOUT 50 YARDS EAST OF THE NORTHEAST CORNER OF THE
 LW1219'NORTHBOUND LANE OF THE STATE HIGHWAY 146 OVERPASS OVER THE
 LW1219'SOUTHBOUND LANE OF STATE HIGHWAY 146A, SET IN THE TOP OF A FLAT
 LW1219'ROCK WHICH IS ABOUT 12 FEET LONG-4 FEET WIDE AND PROJECTS 1
 LW1219'FOOT ABOVE THE GROUND, 179 FEET SOUTHWEST OF THE CENTER OF THE
 LW1219'JUNCTION OF SMITH FIELD ROAD AND THE NORTHBOUND LANE OF THE
 LW1219'HIGHWAY, 50.3 FEET WEST OF THE WEST CURB OF THE NORTHBOUND
 LW1219'LANE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 LW1219
 LW1219                          STATION RECOVERY (1987)
 LW1219
 LW1219'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1219'MARK NOT FOUND.
 LW1219
 LW1219                          STATION RECOVERY (1987)
 LW1219
 LW1219'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1219'RECOVERED IN GOOD CONDITION.
 LW1219
 LW1219                          STATION RECOVERY (1988)
 LW1219
 LW1219'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0458 ***********************************************************************
 LW0458  DESIGNATION -  411
 LW0458  PID         -  LW0458
 LW0458  STATE/COUNTY-  RI/KENT
 LW0458  USGS QUAD   -  EAST GREENWICH (1975)
 LW0458
 LW0458                         *CURRENT SURVEY CONTROL
 LW0458  ___________________________________________________________________
 LW0458* NAD 83(1986)-  41 42 04.     (N)    071 23 55.     (W)     SCALED    
 LW0458* NAVD 88     -         7.525  (meters)      24.69   (feet)  ADJUSTED  
 LW0458  ___________________________________________________________________
 LW0458  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW0458  DYNAMIC HT  -           7.523 (meters)      24.68  (feet)  COMP
 LW0458  MODELED GRAV-     980,298.7   (mgal)                       NAVD 88
 LW0458
 LW0458  VERT ORDER  -  SECOND    CLASS 0
 LW0458
 LW0458.The horizontal coordinates were scaled from a topographic map and have
 LW0458.an estimated accuracy of +/- 6 seconds.
 LW0458
 LW0458.The orthometric height was determined by differential leveling
 LW0458.and adjusted by the National Geodetic Survey in June 1991..
 LW0458
 LW0458.The geoid height was determined by GEOID03.
 LW0458
 LW0458.The dynamic height is computed by dividing the NAVD 88
 LW0458.geopotential number by the normal gravity value computed on the
 LW0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0458.degrees latitude (g = 980.6199 gals.).
 LW0458
 LW0458.The modeled gravity was interpolated from observed gravity values.
 LW0458
 LW0458;                    North         East    Units  Estimated Accuracy
 LW0458;SPC RI       -    68,620.      108,440.      MT  (+/- 180 meters Scaled)
 LW0458
 LW0458                          SUPERSEDED SURVEY CONTROL
 LW0458
 LW0458  NGVD 29 (??/??/92)    7.781  (m)           25.53   (f) ADJ UNCH    2 0
 LW0458
 LW0458.Superseded values are not recommended for survey control.
 LW0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0458.See file dsdata.txt to determine how the superseded data were derived.
 LW0458
 LW0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG004193(NAD 83)
 LW0458_MARKER: DD = SURVEY DISK
 LW0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0458_STAMPING: 411
 LW0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0458+STABILITY: SURFACE MOTION
 LW0458
 LW0458  HISTORY     - Date     Condition        Report By
 LW0458  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0458  HISTORY     - 1969     GOOD             NGS
 LW0458
 LW0458                          STATION DESCRIPTION
 LW0458
 LW0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0458'1.4 MI E FROM WARWICK.
 LW0458'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 117 (WEST SHORE ROAD)
 LW0458'FROM THE JUNCTION OF STATE HIGHWAY 113 AT WARWICK, NEAR THE
 LW0458'INTERSECTION OF ALTERNATE ROUTE 117 (OAKLAND BEACH AVENUE), ALONG
 LW0458'THE EAST SIDE OF A CONNECTING ROAD FROM STATE HIGHWAY 117 TO
 LW0458'ALT. 117, 39.5 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 LW0458'117, 34 1/2 FEET NORTHWEST OF POWER LINE POLE 407, 96.5 FEET
 LW0458'EAST OF AND ACROSS THE CONNECTING ROAD FROM THE EAST CURB OF
 LW0458'ALT. ROUTE 117, 59.8 FEET SOUTH-SOUTHEAST OF A METAL FLAGPOLE,
 LW0458'11 FEET NORTHEAST OF THE NORTHEAST CURB OF THE CONNECTOR ROAD,
 LW0458'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 LW0458'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0453 ***********************************************************************
 LW0453  DESIGNATION -  412
 LW0453  PID         -  LW0453
 LW0453  STATE/COUNTY-  RI/KENT
 LW0453  USGS QUAD   -  EAST GREENWICH (1975)
 LW0453
 LW0453                         *CURRENT SURVEY CONTROL
 LW0453  ___________________________________________________________________
 LW0453* NAD 83(1986)-  41 42 16.     (N)    071 25 10.     (W)     SCALED    
 LW0453* NAVD 88     -         8.185  (meters)      26.85   (feet)  ADJUSTED  
 LW0453  ___________________________________________________________________
 LW0453  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW0453  DYNAMIC HT  -           8.182 (meters)      26.84  (feet)  COMP
 LW0453  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 LW0453
 LW0453  VERT ORDER  -  SECOND    CLASS 0
 LW0453
 LW0453.The horizontal coordinates were scaled from a topographic map and have
 LW0453.an estimated accuracy of +/- 6 seconds.
 LW0453
 LW0453.The orthometric height was determined by differential leveling
 LW0453.and adjusted by the National Geodetic Survey in June 1991..
 LW0453
 LW0453.The geoid height was determined by GEOID03.
 LW0453
 LW0453.The dynamic height is computed by dividing the NAVD 88
 LW0453.geopotential number by the normal gravity value computed on the
 LW0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0453.degrees latitude (g = 980.6199 gals.).
 LW0453
 LW0453.The modeled gravity was interpolated from observed gravity values.
 LW0453
 LW0453;                    North         East    Units  Estimated Accuracy
 LW0453;SPC RI       -    68,980.      106,710.      MT  (+/- 180 meters Scaled)
 LW0453
 LW0453                          SUPERSEDED SURVEY CONTROL
 LW0453
 LW0453  NGVD 29 (??/??/92)    8.441  (m)           27.69   (f) ADJ UNCH    2 0
 LW0453
 LW0453.Superseded values are not recommended for survey control.
 LW0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0453.See file dsdata.txt to determine how the superseded data were derived.
 LW0453
 LW0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG986197(NAD 83)
 LW0453_MARKER: DD = SURVEY DISK
 LW0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0453_STAMPING: 412
 LW0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0453+STABILITY: SURFACE MOTION
 LW0453
 LW0453  HISTORY     - Date     Condition        Report By
 LW0453  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0453  HISTORY     - 1969     GOOD             NGS
 LW0453
 LW0453                          STATION DESCRIPTION
 LW0453
 LW0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0453'0.3 MI E FROM WARWICK.
 LW0453'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 117 (WEST SHORE ROAD)
 LW0453'FROM THE JUNCTION OF STATE HIGHWAY 113 AT WARWICK, 0.1 MILE WEST
 LW0453'OF THE JUNCTION OF STRAWBERRY FIELD ROAD LEADING NORTHWEST AND
 LW0453'SANDY LANE LEADING NORTHEAST, 22 FEET NORTHWEST OF THE NORTHWEST
 LW0453'CURB OF THE HIGHWAY, 74 FEET WEST-SOUTHWEST OF POWER LINE POLE
 LW0453'0246, 8.6 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTHEAST OF
 LW0453'A FENCE LINE, 72 1/2 FEET EAST OF THE CENTER OF AN IRON MANHOLE
 LW0453'COVER, 2 FEET SOUTHEAST OF A METAL WITNESS POST, 1/2 FOOT ABOVE
 LW0453'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW0453'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0158 ***********************************************************************
 LW0158  DESIGNATION -  420 C OF P
 LW0158  PID         -  LW0158
 LW0158  STATE/COUNTY-  RI/PROVIDENCE
 LW0158  USGS QUAD   -  PROVIDENCE (1975)
 LW0158
 LW0158                         *CURRENT SURVEY CONTROL
 LW0158  ___________________________________________________________________
 LW0158* NAD 83(1986)-  41 49 37.     (N)    071 24 17.     (W)     SCALED    
 LW0158* NAVD 88     -        40.090  (meters)     131.53   (feet)  ADJUSTED  
 LW0158  ___________________________________________________________________
 LW0158  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW0158  DYNAMIC HT  -          40.078 (meters)     131.49  (feet)  COMP
 LW0158  MODELED GRAV-     980,320.9   (mgal)                       NAVD 88
 LW0158
 LW0158  VERT ORDER  -  FIRST     CLASS I
 LW0158
 LW0158.The horizontal coordinates were scaled from a topographic map and have
 LW0158.an estimated accuracy of +/- 6 seconds.
 LW0158
 LW0158.The orthometric height was determined by differential leveling
 LW0158.and adjusted by the National Geodetic Survey in June 1991..
 LW0158
 LW0158.The geoid height was determined by GEOID03.
 LW0158
 LW0158.The dynamic height is computed by dividing the NAVD 88
 LW0158.geopotential number by the normal gravity value computed on the
 LW0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0158.degrees latitude (g = 980.6199 gals.).
 LW0158
 LW0158.The modeled gravity was interpolated from observed gravity values.
 LW0158
 LW0158;                    North         East    Units  Estimated Accuracy
 LW0158;SPC RI       -    82,590.      107,920.      MT  (+/- 180 meters Scaled)
 LW0158
 LW0158                          SUPERSEDED SURVEY CONTROL
 LW0158
 LW0158  NGVD 29 (??/??/92)   40.336  (m)          132.34   (f) ADJ UNCH    1 1
 LW0158
 LW0158.Superseded values are not recommended for survey control.
 LW0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0158.See file dsdata.txt to determine how the superseded data were derived.
 LW0158
 LW0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG003333(NAD 83)
 LW0158_MARKER: Z = SEE DESCRIPTION
 LW0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0158_SP_SET: BUILDING
 LW0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0158
 LW0158  HISTORY     - Date     Condition        Report By
 LW0158  HISTORY     - UNK      MONUMENTED       RIDT
 LW0158  HISTORY     - 1956     GOOD             NGS
 LW0158  HISTORY     - 1965     GOOD             NGS
 LW0158
 LW0158                          STATION DESCRIPTION
 LW0158
 LW0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LW0158'AT PROVIDENCE.
 LW0158'AT PROVIDENCE, PROVIDENCE COUNTY, ON THE NORTH SIDE OF WATERMAN
 LW0158'STREET, 81.7 FEET EAST OF THE EAST EDGE OF THE SIDEWALK EAST OF
 LW0158'PROSPECT STREET, AT A BUILDING FORMERLY KNOWN AS THE LIBRARY
 LW0158'OF BROWN UNIVERSITY, AT THE EAST STEPS OF THE ENTRANCE, ON THE
 LW0158'TOP OF THE SOUTHEAST CORNER OF THE SOUTH GRANITE BUTTRESS, AND
 LW0158'3.5 FEET ABOVE THE SIDEWALK.  A POINT ON THE MASONRY.
 LW0158
 LW0158                          STATION RECOVERY (1965)
 LW0158
 LW0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LW0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5295 ***********************************************************************
 LW5295  DESIGNATION -  428
 LW5295  PID         -  LW5295
 LW5295  STATE/COUNTY-  RI/PROVIDENCE
 LW5295  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW5295
 LW5295                         *CURRENT SURVEY CONTROL
 LW5295  ___________________________________________________________________
 LW5295* NAD 83(1986)-  41 48 35.     (N)    071 21 16.     (W)     SCALED    
 LW5295* NAVD 88     -        26.894  (meters)      88.23   (feet)  ADJUSTED  
 LW5295  ___________________________________________________________________
 LW5295  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LW5295  DYNAMIC HT  -          26.885 (meters)      88.21  (feet)  COMP
 LW5295  MODELED GRAV-     980,320.2   (mgal)                       NAVD 88
 LW5295
 LW5295  VERT ORDER  -  SECOND    CLASS II
 LW5295
 LW5295.The horizontal coordinates were scaled from a topographic map and have
 LW5295.an estimated accuracy of +/- 6 seconds.
 LW5295
 LW5295.The orthometric height was determined by differential leveling
 LW5295.and adjusted by the National Geodetic Survey in June 1991..
 LW5295
 LW5295.The geoid height was determined by GEOID03.
 LW5295
 LW5295.The dynamic height is computed by dividing the NAVD 88
 LW5295.geopotential number by the normal gravity value computed on the
 LW5295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5295.degrees latitude (g = 980.6199 gals.).
 LW5295
 LW5295.The modeled gravity was interpolated from observed gravity values.
 LW5295
 LW5295;                    North         East    Units  Estimated Accuracy
 LW5295;SPC RI       -    80,680.      112,100.      MT  (+/- 180 meters Scaled)
 LW5295
 LW5295                          SUPERSEDED SURVEY CONTROL
 LW5295
 LW5295.No superseded survey control is available for this station.
 LW5295
 LW5295_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG044313(NAD 83)
 LW5295_MARKER: DD = SURVEY DISK
 LW5295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5295_SP_SET: CONCRETE POST
 LW5295_STAMPING: 428
 LW5295_MARK LOGO: RIBPR 
 LW5295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5295+STABILITY: SURFACE MOTION
 LW5295
 LW5295  HISTORY     - Date     Condition        Report By
 LW5295  HISTORY     - UNK      MONUMENTED       RIBPR
 LW5295  HISTORY     - 1987     GOOD             RIGS
 LW5295
 LW5295                          STATION DESCRIPTION
 LW5295
 LW5295'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5295'1.6 KM (1.0 MI) SE FROM EAST PROVIDENCE.
 LW5295'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST FROM EAST PROVIDENCE
 LW5295'CENTER.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 114
 LW5295'(PAWTUCKET AVE), AND US HIGHWAY 6 (WARREN AVE) GO SOUTH ON HIGHWAY
 LW5295'114 FOR 75 METERS TO THE STATION ON THE LEFT.  THE STATION IS A
 LW5295'STANDARD RIBPR DISK SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10
 LW5295'CM ON SIDE FLUSH WITH GROUND.  LOCATED 76.5 METERS (251 FT) SOUTHWEST
 LW5295'FROM THE CENTERLINE OF WARREN AVENUE, 18.3 METERS (60.0 FT) NORTHEAST
 LW5295'FROM THE CENTERLINE OF BALDWIN STREET, 7.8 METERS (25.5 FT) SOUTHEAST
 LW5295'FROM THE CENTERLINE OF HIGHWAY 114, AND LEVEL WITH THE SURFACE OF THE
 LW5295'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0548 ***********************************************************************
 LW0548  DESIGNATION -  432
 LW0548  PID         -  LW0548
 LW0548  STATE/COUNTY-  RI/BRISTOL
 LW0548  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW0548
 LW0548                         *CURRENT SURVEY CONTROL
 LW0548  ___________________________________________________________________
 LW0548* NAD 83(1986)-  41 45 56.     (N)    071 19 16.     (W)     SCALED    
 LW0548* NAVD 88     -         1.777  (meters)       5.83   (feet)  ADJUSTED  
 LW0548  ___________________________________________________________________
 LW0548  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW0548  DYNAMIC HT  -           1.776 (meters)       5.83  (feet)  COMP
 LW0548  MODELED GRAV-     980,314.2   (mgal)                       NAVD 88
 LW0548
 LW0548  VERT ORDER  -  SECOND    CLASS 0
 LW0548
 LW0548.The horizontal coordinates were scaled from a topographic map and have
 LW0548.an estimated accuracy of +/- 6 seconds.
 LW0548
 LW0548.The orthometric height was determined by differential leveling
 LW0548.and adjusted by the National Geodetic Survey in June 1991..
 LW0548
 LW0548.The geoid height was determined by GEOID03.
 LW0548
 LW0548.The dynamic height is computed by dividing the NAVD 88
 LW0548.geopotential number by the normal gravity value computed on the
 LW0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0548.degrees latitude (g = 980.6199 gals.).
 LW0548
 LW0548.The modeled gravity was interpolated from observed gravity values.
 LW0548
 LW0548;                    North         East    Units  Estimated Accuracy
 LW0548;SPC RI       -    75,780.      114,880.      MT  (+/- 180 meters Scaled)
 LW0548
 LW0548                          SUPERSEDED SURVEY CONTROL
 LW0548
 LW0548  NGVD 29 (??/??/92)    2.031  (m)            6.66   (f) ADJ UNCH    2 0
 LW0548
 LW0548.Superseded values are not recommended for survey control.
 LW0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0548.See file dsdata.txt to determine how the superseded data were derived.
 LW0548
 LW0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG070263(NAD 83)
 LW0548_MARKER: DD = SURVEY DISK
 LW0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0548_STAMPING: 432
 LW0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0548+STABILITY: SURFACE MOTION
 LW0548
 LW0548  HISTORY     - Date     Condition        Report By
 LW0548  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0548  HISTORY     - 1969     GOOD             NGS
 LW0548  HISTORY     - 19980524 GOOD             USPSQD
 LW0548  HISTORY     - 20010929 GOOD             USPSQD
 LW0548
 LW0548                          STATION DESCRIPTION
 LW0548
 LW0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0548'2.2 MI N FROM BARRINGTON.
 LW0548'ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY 114 AND 103 FROM THE
 LW0548'POST OFFICE AT BARRINGTON, 0.45 MILE SOUTH OF THE
 LW0548'PROVIDENCE-BRISTOL COUNTY LINE, 428 FEET NORTH OF THE CENTER LINE
 LW0548'OF PINE TOP DRIVE, 85 FEET SOUTHEAST AND ACROSS A DRIVEWAY FROM
 LW0548'THE CORNER OF A PORCH FOR A TWO-STORIED RESIDENCE, 28 FEET WEST
 LW0548'OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 15
 LW0548'FEET NORTHWEST OF THE TOP OF A FIRE HYDRANT, 21 FEET SOUTH OF
 LW0548'THE CENTER LINE OF THE DRIVEWAY TO RESIDENCE, 1.5 FEET EAST
 LW0548'OF A FENCE CORNER, 2 1/2 FEET SOUTH OF A METAL WITNESS POST
 LW0548'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0548
 LW0548                          STATION RECOVERY (1998)
 LW0548
 LW0548'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0548'RECOVERED IN GOOD CONDITION.
 LW0548
 LW0548                          STATION RECOVERY (2001)
 LW0548
 LW0548'RECOVERY NOTE BY US POWER SQUADRON 2001 (RP)
 LW0548'RECOVERED BURIED THREE INCHES UNDER LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0549 ***********************************************************************
 LW0549  DESIGNATION -  433
 LW0549  PID         -  LW0549
 LW0549  STATE/COUNTY-  RI/BRISTOL
 LW0549  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW0549
 LW0549                         *CURRENT SURVEY CONTROL
 LW0549  ___________________________________________________________________
 LW0549* NAD 83(1986)-  41 45 25.     (N)    071 19 37.     (W)     SCALED    
 LW0549* NAVD 88     -         5.696  (meters)      18.69   (feet)  ADJUSTED  
 LW0549  ___________________________________________________________________
 LW0549  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW0549  DYNAMIC HT  -           5.694 (meters)      18.68  (feet)  COMP
 LW0549  MODELED GRAV-     980,312.7   (mgal)                       NAVD 88
 LW0549
 LW0549  VERT ORDER  -  SECOND    CLASS 0
 LW0549
 LW0549.The horizontal coordinates were scaled from a topographic map and have
 LW0549.an estimated accuracy of +/- 6 seconds.
 LW0549
 LW0549.The orthometric height was determined by differential leveling
 LW0549.and adjusted by the National Geodetic Survey in June 1991..
 LW0549
 LW0549.The geoid height was determined by GEOID03.
 LW0549
 LW0549.The dynamic height is computed by dividing the NAVD 88
 LW0549.geopotential number by the normal gravity value computed on the
 LW0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0549.degrees latitude (g = 980.6199 gals.).
 LW0549
 LW0549.The modeled gravity was interpolated from observed gravity values.
 LW0549
 LW0549;                    North         East    Units  Estimated Accuracy
 LW0549;SPC RI       -    74,830.      114,390.      MT  (+/- 180 meters Scaled)
 LW0549
 LW0549                          SUPERSEDED SURVEY CONTROL
 LW0549
 LW0549  NGVD 29 (??/??/92)    5.950  (m)           19.52   (f) ADJ UNCH    2 0
 LW0549
 LW0549.Superseded values are not recommended for survey control.
 LW0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0549.See file dsdata.txt to determine how the superseded data were derived.
 LW0549
 LW0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG065254(NAD 83)
 LW0549_MARKER: DB = BENCH MARK DISK
 LW0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0549_STAMPING: 433
 LW0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0549+STABILITY: SURFACE MOTION
 LW0549
 LW0549  HISTORY     - Date     Condition        Report By
 LW0549  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0549  HISTORY     - 1969     GOOD             NGS
 LW0549
 LW0549                          STATION DESCRIPTION
 LW0549
 LW0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0549'1.5 MI N FROM BARRINGTON.
 LW0549'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 114 AND 103 FROM THE
 LW0549'POST OFFICE AT BARRINGTON, AT THE JUNCTION OF THE SOUTHBOUND
 LW0549'LANE OF STATE HIGHWAY 114 AND STATE HIGHWAY 103 LEADING WEST TO
 LW0549'PECK CORNER, 79 FEET NORTHWEST AND ACROSS THE EXIT ROAD FROM
 LW0549'THE NORTHWEST CURB OF THE SOUTHBOUND LANE OF STATE HIGHWAY 114,
 LW0549'52.6 FEET SOUTHEAST OF THE EAST CORNER OF A ONE STORY HOUSE WITH
 LW0549'GARAGE ATTACHED, 17 1/2 FEET NORTH OF POWER LINE POLE 116, 12.3
 LW0549'FEET NORTHEAST OF A WOODEN FENCE CORNER, 14.5 FEET WEST OF THE
 LW0549'WEST CURB OF THE EXIT ROAD FROM STATE HIGHWAY 103, ABOUT LEVEL
 LW0549'WITH THE HIGHWAYS AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LW0549'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0550 ***********************************************************************
 LW0550  DESIGNATION -  434
 LW0550  PID         -  LW0550
 LW0550  STATE/COUNTY-  RI/BRISTOL
 LW0550  USGS QUAD   -  BRISTOL (1975)
 LW0550
 LW0550                         *CURRENT SURVEY CONTROL
 LW0550  ___________________________________________________________________
 LW0550* NAD 83(1986)-  41 44 57.     (N)    071 19 08.     (W)     SCALED    
 LW0550* NAVD 88     -         1.971  (meters)       6.47   (feet)  ADJUSTED  
 LW0550  ___________________________________________________________________
 LW0550  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW0550  DYNAMIC HT  -           1.971 (meters)       6.47  (feet)  COMP
 LW0550  MODELED GRAV-     980,311.8   (mgal)                       NAVD 88
 LW0550
 LW0550  VERT ORDER  -  SECOND    CLASS 0
 LW0550
 LW0550.The horizontal coordinates were scaled from a topographic map and have
 LW0550.an estimated accuracy of +/- 6 seconds.
 LW0550
 LW0550.The orthometric height was determined by differential leveling
 LW0550.and adjusted by the National Geodetic Survey in June 1991..
 LW0550
 LW0550.The geoid height was determined by GEOID03.
 LW0550
 LW0550.The dynamic height is computed by dividing the NAVD 88
 LW0550.geopotential number by the normal gravity value computed on the
 LW0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0550.degrees latitude (g = 980.6199 gals.).
 LW0550
 LW0550.The modeled gravity was interpolated from observed gravity values.
 LW0550
 LW0550;                    North         East    Units  Estimated Accuracy
 LW0550;SPC RI       -    73,960.      115,060.      MT  (+/- 180 meters Scaled)
 LW0550
 LW0550                          SUPERSEDED SURVEY CONTROL
 LW0550
 LW0550  NGVD 29 (??/??/92)    2.226  (m)            7.30   (f) ADJ UNCH    2 0
 LW0550
 LW0550.Superseded values are not recommended for survey control.
 LW0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0550.See file dsdata.txt to determine how the superseded data were derived.
 LW0550
 LW0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG071245(NAD 83)
 LW0550_MARKER: DD = SURVEY DISK
 LW0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0550_SP_SET: CONCRETE POST
 LW0550_STAMPING: 434
 LW0550_MARK LOGO: RIBPR 
 LW0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0550+STABILITY: SURFACE MOTION
 LW0550
 LW0550  HISTORY     - Date     Condition        Report By
 LW0550  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0550  HISTORY     - 1969     GOOD             NGS
 LW0550  HISTORY     - 19890315 GOOD             RIGS
 LW0550  HISTORY     - 19980524 GOOD             USPSQD
 LW0550  HISTORY     - 20010929 GOOD             USPSQD
 LW0550
 LW0550                          STATION DESCRIPTION
 LW0550
 LW0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0550'0.8 MI N FROM BARRINGTON.
 LW0550'ABOUT 0.85 MILE NORTH ALONG STATE HIGHWAY 114 AND 103 FROM THE
 LW0550'POST OFFICE AT BARRINGTON, AT THE INTERSECTION OF THE HIGHWAYS AND
 LW0550'FEDERAL ROAD LEADING WEST-MASSASOIT AVENUE LEADING EAST, 68
 LW0550'FEET NORTHWEST OF AND ACROSS A DRIVEWAY FROM THE NORTHWEST CORNER
 LW0550'OF THE BARRINGTON CONGREGATIONAL CHURCH, 60 FEET EAST OF THE
 LW0550'CENTER LINE OF STATE HIGHWAY 114, 9.5 FEET SOUTH OF THE SOUTH
 LW0550'CURB OF MASSOIT AVENUE, 52 FEET NORTH OF THE CENTER LINE OF
 LW0550'THE NORTH DRIVEWAY TO CHURCH, SET IN THE TOP OF A CONCRETE POST
 LW0550'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW0550
 LW0550                          STATION RECOVERY (1989)
 LW0550
 LW0550'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW0550'RECOVERED IN GOOD CONDITION.
 LW0550
 LW0550                          STATION RECOVERY (1998)
 LW0550
 LW0550'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0550'RECOVERED IN GOOD CONDITION.
 LW0550
 LW0550                          STATION RECOVERY (2001)
 LW0550
 LW0550'RECOVERY NOTE BY US POWER SQUADRON 2001 (RP)
 LW0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0551 ***********************************************************************
 LW0551  DESIGNATION -  435
 LW0551  PID         -  LW0551
 LW0551  STATE/COUNTY-  RI/BRISTOL
 LW0551  USGS QUAD   -  BRISTOL (1975)
 LW0551
 LW0551                         *CURRENT SURVEY CONTROL
 LW0551  ___________________________________________________________________
 LW0551* NAD 83(1986)-  41 44 34.     (N)    071 18 45.     (W)     SCALED    
 LW0551* NAVD 88     -        12.160  (meters)      39.89   (feet)  ADJUSTED  
 LW0551  ___________________________________________________________________
 LW0551  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW0551  DYNAMIC HT  -          12.156 (meters)      39.88  (feet)  COMP
 LW0551  MODELED GRAV-     980,311.1   (mgal)                       NAVD 88
 LW0551
 LW0551  VERT ORDER  -  SECOND    CLASS 0
 LW0551
 LW0551.The horizontal coordinates were scaled from a topographic map and have
 LW0551.an estimated accuracy of +/- 6 seconds.
 LW0551
 LW0551.The orthometric height was determined by differential leveling
 LW0551.and adjusted by the National Geodetic Survey in June 1991..
 LW0551
 LW0551.The geoid height was determined by GEOID03.
 LW0551
 LW0551.The dynamic height is computed by dividing the NAVD 88
 LW0551.geopotential number by the normal gravity value computed on the
 LW0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0551.degrees latitude (g = 980.6199 gals.).
 LW0551
 LW0551.The modeled gravity was interpolated from observed gravity values.
 LW0551
 LW0551;                    North         East    Units  Estimated Accuracy
 LW0551;SPC RI       -    73,260.      115,600.      MT  (+/- 180 meters Scaled)
 LW0551
 LW0551                          SUPERSEDED SURVEY CONTROL
 LW0551
 LW0551  NGVD 29 (??/??/92)   12.415  (m)           40.73   (f) ADJ UNCH    2 0
 LW0551
 LW0551.Superseded values are not recommended for survey control.
 LW0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0551.See file dsdata.txt to determine how the superseded data were derived.
 LW0551
 LW0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG077238(NAD 83)
 LW0551_MARKER: DD = SURVEY DISK
 LW0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0551_STAMPING: 435
 LW0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0551+STABILITY: SURFACE MOTION
 LW0551
 LW0551  HISTORY     - Date     Condition        Report By
 LW0551  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0551  HISTORY     - 1969     GOOD             NGS
 LW0551
 LW0551                          STATION DESCRIPTION
 LW0551
 LW0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0551'0.3 MI N FROM BARRINGTON.
 LW0551'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 114 AND 103 FROM THE
 LW0551'POST OFFICE AT BARRINGTON, AT THE JUNCTION OF HILLTOP AVENUE
 LW0551'LEADING WEST, NEAR THE WEST CORNER OF THE PRINCE HILL CEMETERY,
 LW0551'25 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF HILLTOP AVENUE,
 LW0551'6.5 FEET NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY, 3 FEET
 LW0551'NORTH OF CABLE LINE POLE NO. 58, 0.5 FOOT NORTHWEST OF THE
 LW0551'NORTHWEST END OF A ROCK FENCE, 1/2 FOOT ABOVE THE LEVEL OF THE
 LW0551'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW0551'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0552 ***********************************************************************
 LW0552  DESIGNATION -  436
 LW0552  PID         -  LW0552
 LW0552  STATE/COUNTY-  RI/BRISTOL
 LW0552  USGS QUAD   -  BRISTOL (1975)
 LW0552
 LW0552                         *CURRENT SURVEY CONTROL
 LW0552  ___________________________________________________________________
 LW0552* NAD 83(1986)-  41 44 08.     (N)    071 18 12.     (W)     SCALED    
 LW0552* NAVD 88     -         4.942  (meters)      16.21   (feet)  ADJUSTED  
 LW0552  ___________________________________________________________________
 LW0552  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW0552  DYNAMIC HT  -           4.941 (meters)      16.21  (feet)  COMP
 LW0552  MODELED GRAV-     980,310.3   (mgal)                       NAVD 88
 LW0552
 LW0552  VERT ORDER  -  SECOND    CLASS 0
 LW0552
 LW0552.The horizontal coordinates were scaled from a topographic map and have
 LW0552.an estimated accuracy of +/- 6 seconds.
 LW0552
 LW0552.The orthometric height was determined by differential leveling
 LW0552.and adjusted by the National Geodetic Survey in June 1991..
 LW0552
 LW0552.The geoid height was determined by GEOID03.
 LW0552
 LW0552.The dynamic height is computed by dividing the NAVD 88
 LW0552.geopotential number by the normal gravity value computed on the
 LW0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0552.degrees latitude (g = 980.6199 gals.).
 LW0552
 LW0552.The modeled gravity was interpolated from observed gravity values.
 LW0552
 LW0552;                    North         East    Units  Estimated Accuracy
 LW0552;SPC RI       -    72,460.      116,360.      MT  (+/- 180 meters Scaled)
 LW0552
 LW0552                          SUPERSEDED SURVEY CONTROL
 LW0552
 LW0552  NGVD 29 (??/??/92)    5.198  (m)           17.05   (f) ADJ UNCH    2 0
 LW0552
 LW0552.Superseded values are not recommended for survey control.
 LW0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0552.See file dsdata.txt to determine how the superseded data were derived.
 LW0552
 LW0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG084229(NAD 83)
 LW0552_MARKER: DD = SURVEY DISK
 LW0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0552_STAMPING: 436
 LW0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0552+STABILITY: SURFACE MOTION
 LW0552
 LW0552  HISTORY     - Date     Condition        Report By
 LW0552  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0552  HISTORY     - 1969     GOOD             NGS
 LW0552  HISTORY     - 1969     GOOD             NGS
 LW0552  HISTORY     - 19980528 POOR             USPSQD
 LW0552  HISTORY     - 20010929 POOR             USPSQD
 LW0552
 LW0552                          STATION DESCRIPTION
 LW0552
 LW0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0552'0.4 MI S FROM BARRINGTON.
 LW0552'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 114 AND 103 FROM THE
 LW0552'POST OFFICE AT BARRINGTON, AT BARRINGTON, AT THE JUNCTION OF
 LW0552'RUMSTICK ROAD LEADING SOUTH TO RUMSTICK POINT, 162 FEET
 LW0552'SOUTHWEST OF AND ACROSS TWO TURNING LANES FROM THE SOUTHBOUND
 LW0552'LANE OF THE HIGHWAY, 110 FEET SOUTHEAST OF AND ACROSS RUMSTICK
 LW0552'ROAD FROM THE SOUTHEAST CORNER OF A FIRE STATION, 9 FEET NORTH OF
 LW0552'THE EXTENDED CENTER LINE WOODLAND ROAD, 11.5 FEET EAST OF THE EAST
 LW0552'CURB OF RUMSTICK ROAD, 7 FEET SOUTHWEST OF THE WEST SIDE OF A
 LW0552'36-INCH ELM TREE, 1 FOOT ABOVE THE LEVEL OF RUMSTICK ROAD AND
 LW0552'SET IN THE TOP OF A CONCRETE POST PROJECTING ONE INCH ABOVE THE
 LW0552'LEVEL OF THE GROUND.
 LW0552
 LW0552                          STATION RECOVERY (1969)
 LW0552
 LW0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0552'RECOVERED IN GOOD CONDITION.
 LW0552
 LW0552                          STATION RECOVERY (1998)
 LW0552
 LW0552'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0552'MARK RECOVERED IN POOR CONDITION.
 LW0552
 LW0552                          STATION RECOVERY (2001)
 LW0552
 LW0552'RECOVERY NOTE BY US POWER SQUADRON 2001 (RP)
 LW0552'DISK IS BARELY READABLE, CHUNKS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0553 ***********************************************************************
 LW0553  DESIGNATION -  437
 LW0553  PID         -  LW0553
 LW0553  STATE/COUNTY-  RI/BRISTOL
 LW0553  USGS QUAD   -  BRISTOL (1975)
 LW0553
 LW0553                         *CURRENT SURVEY CONTROL
 LW0553  ___________________________________________________________________
 LW0553* NAD 83(1986)-  41 44 13.     (N)    071 17 40.     (W)     SCALED    
 LW0553* NAVD 88     -         2.312  (meters)       7.59   (feet)  ADJUSTED  
 LW0553  ___________________________________________________________________
 LW0553  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW0553  DYNAMIC HT  -           2.311 (meters)       7.58  (feet)  COMP
 LW0553  MODELED GRAV-     980,310.6   (mgal)                       NAVD 88
 LW0553
 LW0553  VERT ORDER  -  SECOND    CLASS 0
 LW0553
 LW0553.The horizontal coordinates were scaled from a topographic map and have
 LW0553.an estimated accuracy of +/- 6 seconds.
 LW0553
 LW0553.The orthometric height was determined by differential leveling
 LW0553.and adjusted by the National Geodetic Survey in June 1991..
 LW0553
 LW0553.The geoid height was determined by GEOID03.
 LW0553
 LW0553.The dynamic height is computed by dividing the NAVD 88
 LW0553.geopotential number by the normal gravity value computed on the
 LW0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0553.degrees latitude (g = 980.6199 gals.).
 LW0553
 LW0553.The modeled gravity was interpolated from observed gravity values.
 LW0553
 LW0553;                    North         East    Units  Estimated Accuracy
 LW0553;SPC RI       -    72,610.      117,100.      MT  (+/- 180 meters Scaled)
 LW0553
 LW0553                          SUPERSEDED SURVEY CONTROL
 LW0553
 LW0553  NGVD 29 (??/??/92)    2.568  (m)            8.43   (f) ADJ UNCH    2 0
 LW0553
 LW0553.Superseded values are not recommended for survey control.
 LW0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0553.See file dsdata.txt to determine how the superseded data were derived.
 LW0553
 LW0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG091231(NAD 83)
 LW0553_MARKER: DD = SURVEY DISK
 LW0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0553_STAMPING: 437
 LW0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0553+STABILITY: SURFACE MOTION
 LW0553
 LW0553  HISTORY     - Date     Condition        Report By
 LW0553  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0553  HISTORY     - 1969     GOOD             NGS
 LW0553  HISTORY     - 1969     GOOD             NGS
 LW0553
 LW0553                          STATION DESCRIPTION
 LW0553
 LW0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0553'0.8 MI SE FROM BARRINGTON.
 LW0553'ABOUT 0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 114 AND 103 FROM
 LW0553'THE POST OFFICE AT BARRINGTON, NEAR THE JUNCTION OF NEW MEADOW
 LW0553'ROAD, 134 FEET NORTH OF THE CENTER LINE OF THE HIGHWAYS, 151 FEET
 LW0553'SOUTHWEST OF THE SOUTHWEST RAIL OF THE PENN CENTRAL RAILROAD,
 LW0553'55.5 FEET NORTHEAST OF AND ACROSS A DRIVEWAY FROM THE NORTHEAST
 LW0553'CORNER OF PORCH FOR A TWO-STORIED HOUSE, 6.5 FEET WEST OF THE
 LW0553'WEST CURB OF NEW MEADOW ROAD, 6 FEET NORTHWEST OF POWER LINE
 LW0553'POLE NO. 2, 0.5 FOOT WEST OF A POLE FENCE, ABOUT LEVEL WITH
 LW0553'THE NEW MEADOW ROAD AND SET IN THE TOP OF A CONCRETE POST
 LW0553'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW0553
 LW0553                          STATION RECOVERY (1969)
 LW0553
 LW0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0555 ***********************************************************************
 LW0555  DESIGNATION -  438
 LW0555  PID         -  LW0555
 LW0555  STATE/COUNTY-  RI/BRISTOL
 LW0555  USGS QUAD   -  BRISTOL (1975)
 LW0555
 LW0555                         *CURRENT SURVEY CONTROL
 LW0555  ___________________________________________________________________
 LW0555* NAD 83(1986)-  41 43 51.     (N)    071 16 57.     (W)     SCALED    
 LW0555* NAVD 88     -         9.516  (meters)      31.22   (feet)  ADJUSTED  
 LW0555  ___________________________________________________________________
 LW0555  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW0555  DYNAMIC HT  -           9.513 (meters)      31.21  (feet)  COMP
 LW0555  MODELED GRAV-     980,309.8   (mgal)                       NAVD 88
 LW0555
 LW0555  VERT ORDER  -  SECOND    CLASS 0
 LW0555
 LW0555.The horizontal coordinates were scaled from a topographic map and have
 LW0555.an estimated accuracy of +/- 6 seconds.
 LW0555
 LW0555.The orthometric height was determined by differential leveling
 LW0555.and adjusted by the National Geodetic Survey in June 1991..
 LW0555
 LW0555.The geoid height was determined by GEOID03.
 LW0555
 LW0555.The dynamic height is computed by dividing the NAVD 88
 LW0555.geopotential number by the normal gravity value computed on the
 LW0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0555.degrees latitude (g = 980.6199 gals.).
 LW0555
 LW0555.The modeled gravity was interpolated from observed gravity values.
 LW0555
 LW0555;                    North         East    Units  Estimated Accuracy
 LW0555;SPC RI       -    71,940.      118,100.      MT  (+/- 180 meters Scaled)
 LW0555
 LW0555                          SUPERSEDED SURVEY CONTROL
 LW0555
 LW0555  NGVD 29 (??/??/92)    9.772  (m)           32.06   (f) ADJ UNCH    2 0
 LW0555
 LW0555.Superseded values are not recommended for survey control.
 LW0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0555.See file dsdata.txt to determine how the superseded data were derived.
 LW0555
 LW0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG101224(NAD 83)
 LW0555_MARKER: DD = SURVEY DISK
 LW0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0555_STAMPING: 438
 LW0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0555+STABILITY: SURFACE MOTION
 LW0555
 LW0555  HISTORY     - Date     Condition        Report By
 LW0555  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0555  HISTORY     - 1969     GOOD             NGS
 LW0555  HISTORY     - 19980411 GOOD             USPSQD
 LW0555
 LW0555                          STATION DESCRIPTION
 LW0555
 LW0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0555'AT WARREN.
 LW0555'AT WARREN, NEAR THE JUNCTION OF STATE HIGHWAY 114 AND STATE
 LW0555'HIGHWAY 103 LEADING EAST, AT THE JUNCTION OF CHURCH STREET, 174
 LW0555'FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAYS, 5
 LW0555'FEET SOUTH OF THE EXTENDED CENTER LINE OF CHURCH STREET,
 LW0555'14 FEET SOUTH OF A FIRE HYDRANT, 1.6 FEET EAST OF THE EAST
 LW0555'CURB OF STATE HIGHWAY 114 (MAIN STREET), SET IN THE TOP OF A
 LW0555'CONCRETE POST FLUSH WITH THE SIDEWALK WHICH HAS BEEN BUILT
 LW0555'AROUND THE MARK.
 LW0555
 LW0555                          STATION RECOVERY (1998)
 LW0555
 LW0555'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0559 ***********************************************************************
 LW0559  DESIGNATION -  439
 LW0559  PID         -  LW0559
 LW0559  STATE/COUNTY-  RI/BRISTOL
 LW0559  USGS QUAD   -  BRISTOL (1975)
 LW0559
 LW0559                         *CURRENT SURVEY CONTROL
 LW0559  ___________________________________________________________________
 LW0559* NAD 83(1986)-  41 43 02.     (N)    071 16 52.     (W)     SCALED    
 LW0559* NAVD 88     -        11.822  (meters)      38.79   (feet)  ADJUSTED  
 LW0559  ___________________________________________________________________
 LW0559  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW0559  DYNAMIC HT  -          11.818 (meters)      38.77  (feet)  COMP
 LW0559  MODELED GRAV-     980,308.0   (mgal)                       NAVD 88
 LW0559
 LW0559  VERT ORDER  -  SECOND    CLASS 0
 LW0559
 LW0559.The horizontal coordinates were scaled from a topographic map and have
 LW0559.an estimated accuracy of +/- 6 seconds.
 LW0559
 LW0559.The orthometric height was determined by differential leveling
 LW0559.and adjusted by the National Geodetic Survey in June 1991..
 LW0559
 LW0559.The geoid height was determined by GEOID03.
 LW0559
 LW0559.The dynamic height is computed by dividing the NAVD 88
 LW0559.geopotential number by the normal gravity value computed on the
 LW0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0559.degrees latitude (g = 980.6199 gals.).
 LW0559
 LW0559.The modeled gravity was interpolated from observed gravity values.
 LW0559
 LW0559;                    North         East    Units  Estimated Accuracy
 LW0559;SPC RI       -    70,420.      118,220.      MT  (+/- 180 meters Scaled)
 LW0559
 LW0559                          SUPERSEDED SURVEY CONTROL
 LW0559
 LW0559  NGVD 29 (??/??/92)   12.079  (m)           39.63   (f) ADJ UNCH    2 0
 LW0559
 LW0559.Superseded values are not recommended for survey control.
 LW0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0559.See file dsdata.txt to determine how the superseded data were derived.
 LW0559
 LW0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG102208(NAD 83)
 LW0559_MARKER: DD = SURVEY DISK
 LW0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0559_STAMPING: 439
 LW0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0559+STABILITY: SURFACE MOTION
 LW0559
 LW0559  HISTORY     - Date     Condition        Report By
 LW0559  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0559  HISTORY     - 1969     GOOD             NGS
 LW0559  HISTORY     - 19980411 GOOD             USPSQD
 LW0559  HISTORY     - 20010929 GOOD             USPSQD
 LW0559
 LW0559                          STATION DESCRIPTION
 LW0559
 LW0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0559'1 MI S FROM WARREN.
 LW0559'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 114 FROM THE JUNCTION
 LW0559'OF STATE HIGHWAY 103 AT WARREN, NEAR THE JUNCTION OF LOCUST
 LW0559'TERRACE, AT THE SOUTHEAST CORNER OF A GAS STATION (GULF GAS IN
 LW0559'SEPT. 1969), 102 FEET SOUTH OF THE CENTER LINE OF LOCUST
 LW0559'TERRACE, 38 FEET EAST OF THE SOUTHEAST CORNER OF THE BRICK GAS
 LW0559'STATION BUILDING, 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 LW0559'(MAIN STREET), 38 FEET NORTHWEST OF POWER LINE POLE 32, 101
 LW0559'FEET NORTH OF THE EXTENDED CENTER LINE OF SEYMOUR STREET, ABOUT
 LW0559'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW0559'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0559
 LW0559                          STATION RECOVERY (1998)
 LW0559
 LW0559'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0559'RECOVERED IN GOOD CONDITION.
 LW0559
 LW0559                          STATION RECOVERY (2001)
 LW0559
 LW0559'RECOVERY NOTE BY US POWER SQUADRON 2001 (RP)
 LW0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1235 ***********************************************************************
 LW1235  DESIGNATION -  44 M
 LW1235  PID         -  LW1235
 LW1235  STATE/COUNTY-  RI/PROVIDENCE
 LW1235  USGS QUAD   -  CHEPACHET (1975)
 LW1235
 LW1235                         *CURRENT SURVEY CONTROL
 LW1235  ___________________________________________________________________
 LW1235* NAD 83(1986)-  41 55 16.     (N)    071 44 16.     (W)     SCALED    
 LW1235* NAVD 88     -       172.232  (meters)     565.06   (feet)  ADJUSTED  
 LW1235  ___________________________________________________________________
 LW1235  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW1235  DYNAMIC HT  -         172.171 (meters)     564.86  (feet)  COMP
 LW1235  MODELED GRAV-     980,267.5   (mgal)                       NAVD 88
 LW1235
 LW1235  VERT ORDER  -  SECOND    CLASS 0
 LW1235
 LW1235.The horizontal coordinates were scaled from a topographic map and have
 LW1235.an estimated accuracy of +/- 6 seconds.
 LW1235
 LW1235.The orthometric height was determined by differential leveling
 LW1235.and adjusted by the National Geodetic Survey in June 1991..
 LW1235
 LW1235.The geoid height was determined by GEOID03.
 LW1235
 LW1235.The dynamic height is computed by dividing the NAVD 88
 LW1235.geopotential number by the normal gravity value computed on the
 LW1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1235.degrees latitude (g = 980.6199 gals.).
 LW1235
 LW1235.The modeled gravity was interpolated from observed gravity values.
 LW1235
 LW1235;                    North         East    Units  Estimated Accuracy
 LW1235;SPC RI       -    93,070.       80,280.      MT  (+/- 180 meters Scaled)
 LW1235
 LW1235                          SUPERSEDED SURVEY CONTROL
 LW1235
 LW1235  NGVD 29 (??/??/92)  172.471  (m)          565.85   (f) ADJ UNCH    2 0
 LW1235
 LW1235.Superseded values are not recommended for survey control.
 LW1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1235.See file dsdata.txt to determine how the superseded data were derived.
 LW1235
 LW1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG729446(NAD 83)
 LW1235_MARKER: DD = SURVEY DISK
 LW1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1235_SP_SET: CULVERT
 LW1235_STAMPING: 566 44 M 1941
 LW1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1235
 LW1235  HISTORY     - Date     Condition        Report By
 LW1235  HISTORY     - 1941     MONUMENTED       USGS
 LW1235  HISTORY     - 1969     GOOD             NGS
 LW1235  HISTORY     - 1988     GOOD             USPSQD
 LW1235  HISTORY     - 19900825 GOOD             USPSQD
 LW1235
 LW1235                          STATION DESCRIPTION
 LW1235
 LW1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1235'3.6 MI W FROM CHEPACHET.
 LW1235'ABOUT 3.6 MILES WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1235'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, ABOUT MIDWAY BETWEEN
 LW1235'TWO DRIVES LEADING NORTH TO AN ESSO SERVICE STATION, SET ON TOP
 LW1235'OF THE EAST END OF THE NORTH CONCRETE HEAD WALL FOR A 5-FOOT
 LW1235'BOX CULVERT UNDER THE HIGHWAY AND 1/2 FOOT BELOW THE LEVEL OF
 LW1235'THE HIGHWAY.
 LW1235
 LW1235                          STATION RECOVERY (1988)
 LW1235
 LW1235'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1235'RECOVERED IN GOOD CONDITION.
 LW1235
 LW1235                          STATION RECOVERY (1990)
 LW1235
 LW1235'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0561 ***********************************************************************
 LW0561  DESIGNATION -  440
 LW0561  PID         -  LW0561
 LW0561  STATE/COUNTY-  RI/BRISTOL
 LW0561  USGS QUAD   -  BRISTOL (1975)
 LW0561
 LW0561                         *CURRENT SURVEY CONTROL
 LW0561  ___________________________________________________________________
 LW0561* NAD 83(1986)-  41 42 08.     (N)    071 16 48.     (W)     SCALED    
 LW0561* NAVD 88     -        34.882  (meters)     114.44   (feet)  ADJUSTED  
 LW0561  ___________________________________________________________________
 LW0561  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW0561  DYNAMIC HT  -          34.871 (meters)     114.41  (feet)  COMP
 LW0561  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 LW0561
 LW0561  VERT ORDER  -  SECOND    CLASS 0
 LW0561
 LW0561.The horizontal coordinates were scaled from a topographic map and have
 LW0561.an estimated accuracy of +/- 6 seconds.
 LW0561
 LW0561.The orthometric height was determined by differential leveling
 LW0561.and adjusted by the National Geodetic Survey in June 1991..
 LW0561
 LW0561.The geoid height was determined by GEOID03.
 LW0561
 LW0561.The dynamic height is computed by dividing the NAVD 88
 LW0561.geopotential number by the normal gravity value computed on the
 LW0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0561.degrees latitude (g = 980.6199 gals.).
 LW0561
 LW0561.The modeled gravity was interpolated from observed gravity values.
 LW0561
 LW0561;                    North         East    Units  Estimated Accuracy
 LW0561;SPC RI       -    68,760.      118,310.      MT  (+/- 180 meters Scaled)
 LW0561
 LW0561                          SUPERSEDED SURVEY CONTROL
 LW0561
 LW0561  NGVD 29 (??/??/92)   35.138  (m)          115.28   (f) ADJ UNCH    2 0
 LW0561
 LW0561.Superseded values are not recommended for survey control.
 LW0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0561.See file dsdata.txt to determine how the superseded data were derived.
 LW0561
 LW0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG102192(NAD 83)
 LW0561_MARKER: DD = SURVEY DISK
 LW0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0561_STAMPING: 440
 LW0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0561+STABILITY: SURFACE MOTION
 LW0561
 LW0561  HISTORY     - Date     Condition        Report By
 LW0561  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0561  HISTORY     - 1969     GOOD             NGS
 LW0561  HISTORY     - 19980411 GOOD             USPSQD
 LW0561  HISTORY     - 20010929 GOOD             USPSQD
 LW0561
 LW0561                          STATION DESCRIPTION
 LW0561
 LW0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0561'2.2 MI N FROM BRISTOL.
 LW0561'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 114 FROM THE POST
 LW0561'OFFICE AT BRISTOL, AT THE JUNCTION OF BEACH ROAD LEADING WEST,
 LW0561'38 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AT NUMBER
 LW0561'1286, 11.5 FEET WEST OF THE WEST CURB OF THE HIGHWAY, 8.6 FEET
 LW0561'NORTHWEST OF THE CENTER OF THE TOP OF A FIRE HYDRANT, 5.5 FEET
 LW0561'SOUTH OF THE SOUTH CURB OF BEACH ROAD, 0.5 FOOT WEST OF THE
 LW0561'WEST EDGE OF A SIDEWALK, 1/2 FOOT ABOVE THE LEVEL OF THE SIDEWALK
 LW0561'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LW0561'THE LEVEL OF THE GROUND.
 LW0561
 LW0561                          STATION RECOVERY (1998)
 LW0561
 LW0561'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0561'RECOVERED IN GOOD CONDITION.
 LW0561
 LW0561                          STATION RECOVERY (2001)
 LW0561
 LW0561'RECOVERY NOTE BY US POWER SQUADRON 2001 (RP)
 LW0561'NOTE  NEAREST HOUSE NUMBER IS NUMBER 1281.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0562 ***********************************************************************
 LW0562  DESIGNATION -  441
 LW0562  PID         -  LW0562
 LW0562  STATE/COUNTY-  RI/BRISTOL
 LW0562  USGS QUAD   -  BRISTOL (1975)
 LW0562
 LW0562                         *CURRENT SURVEY CONTROL
 LW0562  ___________________________________________________________________
 LW0562* NAD 83(1986)-  41 41 16.     (N)    071 16 45.     (W)     SCALED    
 LW0562* NAVD 88     -        17.428  (meters)      57.18   (feet)  ADJUSTED  
 LW0562  ___________________________________________________________________
 LW0562  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW0562  DYNAMIC HT  -          17.423 (meters)      57.16  (feet)  COMP
 LW0562  MODELED GRAV-     980,304.5   (mgal)                       NAVD 88
 LW0562
 LW0562  VERT ORDER  -  SECOND    CLASS 0
 LW0562
 LW0562.The horizontal coordinates were scaled from a topographic map and have
 LW0562.an estimated accuracy of +/- 6 seconds.
 LW0562
 LW0562.The orthometric height was determined by differential leveling
 LW0562.and adjusted by the National Geodetic Survey in June 1991..
 LW0562
 LW0562.The geoid height was determined by GEOID03.
 LW0562
 LW0562.The dynamic height is computed by dividing the NAVD 88
 LW0562.geopotential number by the normal gravity value computed on the
 LW0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0562.degrees latitude (g = 980.6199 gals.).
 LW0562
 LW0562.The modeled gravity was interpolated from observed gravity values.
 LW0562
 LW0562;                    North         East    Units  Estimated Accuracy
 LW0562;SPC RI       -    67,150.      118,390.      MT  (+/- 180 meters Scaled)
 LW0562
 LW0562                          SUPERSEDED SURVEY CONTROL
 LW0562
 LW0562  NGVD 29 (??/??/92)   17.686  (m)           58.02   (f) ADJ UNCH    2 0
 LW0562
 LW0562.Superseded values are not recommended for survey control.
 LW0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0562.See file dsdata.txt to determine how the superseded data were derived.
 LW0562
 LW0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG103176(NAD 83)
 LW0562_MARKER: DD = SURVEY DISK
 LW0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0562_SP_SET: CONCRETE POST
 LW0562_STAMPING: 441
 LW0562_MARK LOGO: RIBPR 
 LW0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0562+STABILITY: SURFACE MOTION
 LW0562
 LW0562  HISTORY     - Date     Condition        Report By
 LW0562  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0562  HISTORY     - 1969     GOOD             NGS
 LW0562  HISTORY     - 19890315 GOOD             RIGS
 LW0562  HISTORY     - 19980411 GOOD             USPSQD
 LW0562  HISTORY     - 20010929 GOOD             USPSQD
 LW0562
 LW0562                          STATION DESCRIPTION
 LW0562
 LW0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0562'1.2 MI N FROM BRISTOL.
 LW0562'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 114 FROM THE POST
 LW0562'OFFICE AT BRISTOL, NEAR THE JUNCTION OF COLT AVENUE LEADING
 LW0562'EAST, 91 FEET SOUTH OF THE EXTENDED CENTER LINE OF COLT AVENUE,
 LW0562'76 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE
 LW0562'ROAD LEADING TO COLT STATE PARK, 13.8 FEET WEST OF THE WEST CURB
 LW0562'OF THE HIGHWAY, 0.5 FOOT SOUTH OF THE SOUTHEAST CORNER OF THE
 LW0562'STONE FENCE AROUND THE HISTORICAL CEMETERY NO. 1, 1 FOOT ABOVE
 LW0562'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW0562'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0562
 LW0562                          STATION RECOVERY (1989)
 LW0562
 LW0562'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW0562'RECOVERED IN GOOD CONDITION.
 LW0562
 LW0562                          STATION RECOVERY (1998)
 LW0562
 LW0562'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0562'RECOVERED IN GOOD CONDITION.
 LW0562
 LW0562                          STATION RECOVERY (2001)
 LW0562
 LW0562'RECOVERY NOTE BY US POWER SQUADRON 2001 (RP)
 LW0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0564 ***********************************************************************
 LW0564  DESIGNATION -  442
 LW0564  PID         -  LW0564
 LW0564  STATE/COUNTY-  RI/BRISTOL
 LW0564  USGS QUAD   -  BRISTOL (1975)
 LW0564
 LW0564                         *CURRENT SURVEY CONTROL
 LW0564  ___________________________________________________________________
 LW0564* NAD 83(1986)-  41 40 24.     (N)    071 16 40.     (W)     SCALED    
 LW0564* NAVD 88     -         5.659  (meters)      18.57   (feet)  ADJUSTED  
 LW0564  ___________________________________________________________________
 LW0564  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW0564  DYNAMIC HT  -           5.657 (meters)      18.56  (feet)  COMP
 LW0564  MODELED GRAV-     980,303.0   (mgal)                       NAVD 88
 LW0564
 LW0564  VERT ORDER  -  SECOND    CLASS 0
 LW0564
 LW0564.The horizontal coordinates were scaled from a topographic map and have
 LW0564.an estimated accuracy of +/- 6 seconds.
 LW0564
 LW0564.The orthometric height was determined by differential leveling
 LW0564.and adjusted by the National Geodetic Survey in June 1991..
 LW0564
 LW0564.The geoid height was determined by GEOID03.
 LW0564
 LW0564.The dynamic height is computed by dividing the NAVD 88
 LW0564.geopotential number by the normal gravity value computed on the
 LW0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0564.degrees latitude (g = 980.6199 gals.).
 LW0564
 LW0564.The modeled gravity was interpolated from observed gravity values.
 LW0564
 LW0564;                    North         East    Units  Estimated Accuracy
 LW0564;SPC RI       -    65,550.      118,510.      MT  (+/- 180 meters Scaled)
 LW0564
 LW0564                          SUPERSEDED SURVEY CONTROL
 LW0564
 LW0564  NGVD 29 (??/??/92)    5.918  (m)           19.42   (f) ADJ UNCH    2 0
 LW0564
 LW0564.Superseded values are not recommended for survey control.
 LW0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0564.See file dsdata.txt to determine how the superseded data were derived.
 LW0564
 LW0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG103160(NAD 83)
 LW0564_MARKER: DD = SURVEY DISK
 LW0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0564_STAMPING: 442
 LW0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0564+STABILITY: SURFACE MOTION
 LW0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0564+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 LW0564
 LW0564  HISTORY     - Date     Condition        Report By
 LW0564  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0564  HISTORY     - 1969     GOOD             NGS
 LW0564  HISTORY     - 19980411 GOOD             USPSQD
 LW0564  HISTORY     - 20050217 GOOD             USPSQD
 LW0564
 LW0564                          STATION DESCRIPTION
 LW0564
 LW0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0564'0.2 MI N FROM BRISTOL.
 LW0564'AT BRISTOL, ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 114 FROM
 LW0564'THE POST OFFICE, AT THE INTERSECTION OF THE HIGHWAY AND FRANKLIN
 LW0564'STREET, 43.3 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION,
 LW0564'21.7 FEET NORTH OF THE NORTH CURB OF THE STREET, 1.2 FEET WEST
 LW0564'OF THE WEST CURB OF THE HIGHWAY, LEVEL WITH THE SIDEWALK AND SET
 LW0564'IN THE TOP OF A CONCRETE POST WHICH THE SIDEWALK HAS BEEN POURED
 LW0564'AROUND THE POST.
 LW0564
 LW0564                          STATION RECOVERY (1998)
 LW0564
 LW0564'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0564'RECOVERED IN GOOD CONDITION.
 LW0564
 LW0564                          STATION RECOVERY (2005)
 LW0564
 LW0564'RECOVERY NOTE BY US POWER SQUADRON 2005 (DLG)
 LW0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0567 ***********************************************************************
 LW0567  DESIGNATION -  443
 LW0567  PID         -  LW0567
 LW0567  STATE/COUNTY-  RI/BRISTOL
 LW0567  USGS QUAD   -  BRISTOL (1975)
 LW0567
 LW0567                         *CURRENT SURVEY CONTROL
 LW0567  ___________________________________________________________________
 LW0567* NAD 83(1986)-  41 39 40.     (N)    071 16 14.     (W)     SCALED    
 LW0567* NAVD 88     -         2.499  (meters)       8.20   (feet)  ADJUSTED  
 LW0567  ___________________________________________________________________
 LW0567  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW0567  DYNAMIC HT  -           2.498 (meters)       8.20  (feet)  COMP
 LW0567  MODELED GRAV-     980,301.8   (mgal)                       NAVD 88
 LW0567
 LW0567  VERT ORDER  -  SECOND    CLASS 0
 LW0567
 LW0567.The horizontal coordinates were scaled from a topographic map and have
 LW0567.an estimated accuracy of +/- 6 seconds.
 LW0567
 LW0567.The orthometric height was determined by differential leveling
 LW0567.and adjusted by the National Geodetic Survey in June 1991..
 LW0567
 LW0567.The geoid height was determined by GEOID03.
 LW0567
 LW0567.The dynamic height is computed by dividing the NAVD 88
 LW0567.geopotential number by the normal gravity value computed on the
 LW0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0567.degrees latitude (g = 980.6199 gals.).
 LW0567
 LW0567.The modeled gravity was interpolated from observed gravity values.
 LW0567
 LW0567;                    North         East    Units  Estimated Accuracy
 LW0567;SPC RI       -    64,190.      119,110.      MT  (+/- 180 meters Scaled)
 LW0567
 LW0567                          SUPERSEDED SURVEY CONTROL
 LW0567
 LW0567  NGVD 29 (??/??/92)    2.758  (m)            9.05   (f) ADJ UNCH    2 0
 LW0567
 LW0567.Superseded values are not recommended for survey control.
 LW0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0567.See file dsdata.txt to determine how the superseded data were derived.
 LW0567
 LW0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG109146(NAD 83)
 LW0567_MARKER: DD = SURVEY DISK
 LW0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0567_STAMPING: 443
 LW0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0567+STABILITY: SURFACE MOTION
 LW0567
 LW0567  HISTORY     - Date     Condition        Report By
 LW0567  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0567  HISTORY     - 1969     GOOD             NGS
 LW0567
 LW0567                          STATION DESCRIPTION
 LW0567
 LW0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0567'0.8 MI S FROM BRISTOL.
 LW0567'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 114 (HOPE STREET) FROM
 LW0567'THE POST OFFICE AT BRISTOL, AT THE JUNCTION OF HIGH STREET, NEAR
 LW0567'THE SOUTH CORNER OF A STONE FENCE AROUND A LAWN, 25.0 FEET WEST
 LW0567'OF THE WEST CURB OF HIGH STREET, 9.5 FEET NORTHEAST OF THE
 LW0567'NORTHEAST CURB OF THE HIGHWAY, 1 FOOT NORTHWEST OF THE SOUTH
 LW0567'CORNER OF THE ROCK FENCE, 0.5 FOOT SOUTHWEST OF THE SOUTHWEST
 LW0567'SIDE OF THE ROCK FENCE, ABOUT LEVEL WITH A SIDEWALK, 1 FOOT
 LW0567'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW0567'POST 2 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0568 ***********************************************************************
 LW0568  DESIGNATION -  445
 LW0568  PID         -  LW0568
 LW0568  STATE/COUNTY-  RI/BRISTOL
 LW0568  USGS QUAD   -  BRISTOL (1975)
 LW0568
 LW0568                         *CURRENT SURVEY CONTROL
 LW0568  ___________________________________________________________________
 LW0568* NAD 83(1986)-  41 38 52.     (N)    071 15 45.     (W)     SCALED    
 LW0568* NAVD 88     -        32.500  (meters)     106.63   (feet)  ADJUSTED  
 LW0568  ___________________________________________________________________
 LW0568  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW0568  DYNAMIC HT  -          32.489 (meters)     106.59  (feet)  COMP
 LW0568  MODELED GRAV-     980,300.6   (mgal)                       NAVD 88
 LW0568
 LW0568  VERT ORDER  -  SECOND    CLASS 0
 LW0568
 LW0568.The horizontal coordinates were scaled from a topographic map and have
 LW0568.an estimated accuracy of +/- 6 seconds.
 LW0568
 LW0568.The orthometric height was determined by differential leveling
 LW0568.and adjusted by the National Geodetic Survey in June 1991..
 LW0568
 LW0568.The geoid height was determined by GEOID03.
 LW0568
 LW0568.The dynamic height is computed by dividing the NAVD 88
 LW0568.geopotential number by the normal gravity value computed on the
 LW0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0568.degrees latitude (g = 980.6199 gals.).
 LW0568
 LW0568.The modeled gravity was interpolated from observed gravity values.
 LW0568
 LW0568;                    North         East    Units  Estimated Accuracy
 LW0568;SPC RI       -    62,720.      119,790.      MT  (+/- 180 meters Scaled)
 LW0568
 LW0568                          SUPERSEDED SURVEY CONTROL
 LW0568
 LW0568  NGVD 29 (??/??/92)   32.759  (m)          107.48   (f) ADJ UNCH    2 0
 LW0568
 LW0568.Superseded values are not recommended for survey control.
 LW0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0568.See file dsdata.txt to determine how the superseded data were derived.
 LW0568
 LW0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG115131(NAD 83)
 LW0568_MARKER: DD = SURVEY DISK
 LW0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0568_STAMPING: 445
 LW0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0568+STABILITY: SURFACE MOTION
 LW0568
 LW0568  HISTORY     - Date     Condition        Report By
 LW0568  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0568  HISTORY     - 1969     GOOD             NGS
 LW0568
 LW0568                          STATION DESCRIPTION
 LW0568
 LW0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0568'1.8 MI S FROM BRISTOL.
 LW0568'ABOUT 1.85 MILES SOUTH ALONG STATE HIGHWAY 114 FROM THE POST
 LW0568'OFFICE AT BRISTOL, NEAR THE JUNCTION OF LOW LANE, NEAR THE
 LW0568'SOUTH END OF A ROCK FENCE, 0.25 MILE NORTH OF THE MOUNT HOPE
 LW0568'BRIDGE TOLL HOUSE, 11.5 FEET NORTH OF THE NORTH CURB OF LOW LANE,
 LW0568'17 FEET WEST OF THE WEST CURB OF THE HIGHWAY, 9 FEET SOUTHWEST
 LW0568'OF THE CENTER OF TOP OF A FIRE HYDRANT, 1/2 FOOT ABOVE THE LEVEL
 LW0568'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 LW0568'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0573 ***********************************************************************
 LW0573  DESIGNATION -  448
 LW0573  PID         -  LW0573
 LW0573  STATE/COUNTY-  RI/NEWPORT
 LW0573  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0573
 LW0573                         *CURRENT SURVEY CONTROL
 LW0573  ___________________________________________________________________
 LW0573* NAD 83(1986)-  41 37 02.     (N)    071 15 25.     (W)     SCALED    
 LW0573* NAVD 88     -        35.463  (meters)     116.35   (feet)  ADJUSTED  
 LW0573  ___________________________________________________________________
 LW0573  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW0573  DYNAMIC HT  -          35.451 (meters)     116.31  (feet)  COMP
 LW0573  MODELED GRAV-     980,299.0   (mgal)                       NAVD 88
 LW0573
 LW0573  VERT ORDER  -  SECOND    CLASS 0
 LW0573
 LW0573.The horizontal coordinates were scaled from a topographic map and have
 LW0573.an estimated accuracy of +/- 6 seconds.
 LW0573
 LW0573.The orthometric height was determined by differential leveling
 LW0573.and adjusted by the National Geodetic Survey in June 1991..
 LW0573
 LW0573.The geoid height was determined by GEOID03.
 LW0573
 LW0573.The dynamic height is computed by dividing the NAVD 88
 LW0573.geopotential number by the normal gravity value computed on the
 LW0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0573.degrees latitude (g = 980.6199 gals.).
 LW0573
 LW0573.The modeled gravity was interpolated from observed gravity values.
 LW0573
 LW0573;                    North         East    Units  Estimated Accuracy
 LW0573;SPC RI       -    59,320.      120,260.      MT  (+/- 180 meters Scaled)
 LW0573
 LW0573                          SUPERSEDED SURVEY CONTROL
 LW0573
 LW0573  NGVD 29 (??/??/92)   35.724  (m)          117.20   (f) ADJ UNCH    2 0
 LW0573
 LW0573.Superseded values are not recommended for survey control.
 LW0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0573.See file dsdata.txt to determine how the superseded data were derived.
 LW0573
 LW0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG119097(NAD 83)
 LW0573_MARKER: DD = SURVEY DISK
 LW0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0573_STAMPING: 448
 LW0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0573+STABILITY: SURFACE MOTION
 LW0573
 LW0573  HISTORY     - Date     Condition        Report By
 LW0573  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0573  HISTORY     - 1969     GOOD             NGS
 LW0573
 LW0573                          STATION DESCRIPTION
 LW0573
 LW0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0573'1 MI S FROM PORTSMOUTH.
 LW0573'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 114 FROM THE SOUTH
 LW0573'END OF THE LARGE MOUNT HOPE BRIDGE OVER MOUNT HOPE BAY, 0.1 MILE
 LW0573'NORTH OF THE ANNE HUTCHISON BRICK SCHOOL BUILDING, 40 FEET
 LW0573'NORTHWEST OF THE NORTHWEST PORCH OF HOUSE NUMBER 155, 15 FEET
 LW0573'NORTH OF THE CENTER LINE OF A DRIVEWAY, 7 FEET EAST OF THE EAST
 LW0573'CURB OF THE HIGHWAY, 3.8 FEET NORTH OF A CONCRETE RIGHT-OF-WAY
 LW0573'MARKER, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE
 LW0573'TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE THE LEVEL OF
 LW0573'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0249 ***********************************************************************
 LW0249  DESIGNATION -  452
 LW0249  PID         -  LW0249
 LW0249  STATE/COUNTY-  RI/NEWPORT
 LW0249  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0249
 LW0249                         *CURRENT SURVEY CONTROL
 LW0249  ___________________________________________________________________
 LW0249* NAD 83(1986)-  41 34 45.     (N)    071 16 14.     (W)     SCALED    
 LW0249* NAVD 88     -        53.837  (meters)     176.63   (feet)  ADJUSTED  
 LW0249  ___________________________________________________________________
 LW0249  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW0249  DYNAMIC HT  -          53.820 (meters)     176.57  (feet)  COMP
 LW0249  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 LW0249
 LW0249  VERT ORDER  -  SECOND    CLASS 0
 LW0249
 LW0249.The horizontal coordinates were scaled from a topographic map and have
 LW0249.an estimated accuracy of +/- 6 seconds.
 LW0249
 LW0249.The orthometric height was determined by differential leveling
 LW0249.and adjusted by the National Geodetic Survey in June 1991..
 LW0249.WARNING-Repeat measurements at this control monument indicate possible
 LW0249.vertical movement.
 LW0249
 LW0249.The geoid height was determined by GEOID03.
 LW0249
 LW0249.The dynamic height is computed by dividing the NAVD 88
 LW0249.geopotential number by the normal gravity value computed on the
 LW0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0249.degrees latitude (g = 980.6199 gals.).
 LW0249
 LW0249.The modeled gravity was interpolated from observed gravity values.
 LW0249
 LW0249;                    North         East    Units  Estimated Accuracy
 LW0249;SPC RI       -    55,090.      119,130.      MT  (+/- 180 meters Scaled)
 LW0249
 LW0249                          SUPERSEDED SURVEY CONTROL
 LW0249
 LW0249  NGVD 29 (??/??/92)   54.100  (m)          177.49   (f) ADJ UNCH    2 0
 LW0249
 LW0249.Superseded values are not recommended for survey control.
 LW0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0249.See file dsdata.txt to determine how the superseded data were derived.
 LW0249
 LW0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG107055(NAD 83)
 LW0249_MARKER: DD = SURVEY DISK
 LW0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0249_STAMPING: 452
 LW0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0249+STABILITY: SURFACE MOTION
 LW0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0249+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 LW0249
 LW0249  HISTORY     - Date     Condition        Report By
 LW0249  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0249  HISTORY     - 1969     GOOD             NGS
 LW0249  HISTORY     - 20040917 GOOD             USPSQD
 LW0249
 LW0249                          STATION DESCRIPTION
 LW0249
 LW0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0249'6.4 MI N FROM NEWPORT.
 LW0249'ABOUT 6.35 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0249'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, 0.25 MILE SOUTH OF
 LW0249'THE MELVILLE ELEMENTARY SCHOOL, AT THE JUNCTION OF MILL LANE LEADING
 LW0249'EAST, NEAR THE WEST CORNER OF A ROCK FENCE AROUND A LAWN FOR
 LW0249'A HOUSE AT NUMBER 1452, 32 FEET SOUTHEAST OF THE CENTER LINE OF
 LW0249'THE HIGHWAY, 30 FEET NORTHEAST OF THE CENTER LINE OF MILL LANE,
 LW0249'67 FEET WEST OF THE WEST CORNER OF THE RESIDENCE AT NUMBER 1452,
 LW0249'2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 LW0249'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0249
 LW0249                          STATION RECOVERY (2004)
 LW0249
 LW0249'RECOVERY NOTE BY US POWER SQUADRON 2004 (TG)
 LW0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0251 ***********************************************************************
 LW0251  DESIGNATION -  453
 LW0251  PID         -  LW0251
 LW0251  STATE/COUNTY-  RI/NEWPORT
 LW0251  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0251
 LW0251                         *CURRENT SURVEY CONTROL
 LW0251  ___________________________________________________________________
 LW0251* NAD 83(1986)-  41 34 02.     (N)    071 16 49.     (W)     SCALED    
 LW0251* NAVD 88     -        28.614  (meters)      93.88   (feet)  ADJUSTED  
 LW0251  ___________________________________________________________________
 LW0251  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW0251  DYNAMIC HT  -          28.605 (meters)      93.85  (feet)  COMP
 LW0251  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 LW0251
 LW0251  VERT ORDER  -  SECOND    CLASS 0
 LW0251
 LW0251.The horizontal coordinates were scaled from a topographic map and have
 LW0251.an estimated accuracy of +/- 6 seconds.
 LW0251
 LW0251.The orthometric height was determined by differential leveling
 LW0251.and adjusted by the National Geodetic Survey in June 1991..
 LW0251
 LW0251.The geoid height was determined by GEOID03.
 LW0251
 LW0251.The dynamic height is computed by dividing the NAVD 88
 LW0251.geopotential number by the normal gravity value computed on the
 LW0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0251.degrees latitude (g = 980.6199 gals.).
 LW0251
 LW0251.The modeled gravity was interpolated from observed gravity values.
 LW0251
 LW0251;                    North         East    Units  Estimated Accuracy
 LW0251;SPC RI       -    53,760.      118,330.      MT  (+/- 180 meters Scaled)
 LW0251
 LW0251                          SUPERSEDED SURVEY CONTROL
 LW0251
 LW0251  NGVD 29 (??/??/92)   28.878  (m)           94.74   (f) ADJ UNCH    2 0
 LW0251
 LW0251.Superseded values are not recommended for survey control.
 LW0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0251.See file dsdata.txt to determine how the superseded data were derived.
 LW0251
 LW0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG098042(NAD 83)
 LW0251_MARKER: DD = SURVEY DISK
 LW0251_SETTING: 0 = UNSPECIFIED SETTING
 LW0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0251
 LW0251  HISTORY     - Date     Condition        Report By
 LW0251  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0251  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0251
 LW0251                          STATION DESCRIPTION
 LW0251
 LW0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0251'6.6 MI N FROM NEWPORT.
 LW0251'6.6 MILES NORTHEAST ALONG STATE HIGHWAY 114 (WEST MAIN ROAD)
 LW0251'FROM THE POST OFFICE AT NEWPORT, NEWPORT COUNTY, 0.75 MILE
 LW0251'NORTHEAST OF THE JUNCTION OF UNION STREET LEADING EAST, AT THE
 LW0251'T-JUNCTION OF A PRIVATE ROAD LEADING NORTHWEST, 95 FEET SOUTHWEST
 LW0251'OF THE CENTERLINE OF THE ROAD, 50 FEET NORTHWEST OF THE CENTERLINE
 LW0251'OF THE HIGHWAY, 76.6 FEET NORTH-NORTHWEST OF POLE 188, 6.2 FEET
 LW0251'SOUTHEAST OF A WIRE FENCE, AND 1.3 FEET SOUTHEAST OF A WHITE
 LW0251'WOODEN WITNESS POST.  NOTE-- THE STATE HIGHWAY DEPARTMENT HAS A
 LW0251'STORAGE YARD AT THE DESCRIBED AREA AND MARK MAY BE COVERED OR
 LW0251'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0256 ***********************************************************************
 LW0256  DESIGNATION -  454
 LW0256  PID         -  LW0256
 LW0256  STATE/COUNTY-  RI/NEWPORT
 LW0256  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0256
 LW0256                         *CURRENT SURVEY CONTROL
 LW0256  ___________________________________________________________________
 LW0256* NAD 83(1986)-  41 33 24.     (N)    071 17 21.     (W)     SCALED    
 LW0256* NAVD 88     -        41.265  (meters)     135.38   (feet)  ADJUSTED  
 LW0256  ___________________________________________________________________
 LW0256  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW0256  DYNAMIC HT  -          41.251 (meters)     135.34  (feet)  COMP
 LW0256  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 LW0256
 LW0256  VERT ORDER  -  SECOND    CLASS 0
 LW0256
 LW0256.The horizontal coordinates were scaled from a topographic map and have
 LW0256.an estimated accuracy of +/- 6 seconds.
 LW0256
 LW0256.The orthometric height was determined by differential leveling
 LW0256.and adjusted by the National Geodetic Survey in June 1991..
 LW0256
 LW0256.The geoid height was determined by GEOID03.
 LW0256
 LW0256.The dynamic height is computed by dividing the NAVD 88
 LW0256.geopotential number by the normal gravity value computed on the
 LW0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0256.degrees latitude (g = 980.6199 gals.).
 LW0256
 LW0256.The modeled gravity was interpolated from observed gravity values.
 LW0256
 LW0256;                    North         East    Units  Estimated Accuracy
 LW0256;SPC RI       -    52,590.      117,590.      MT  (+/- 180 meters Scaled)
 LW0256
 LW0256                          SUPERSEDED SURVEY CONTROL
 LW0256
 LW0256  NGVD 29 (??/??/92)   41.529  (m)          136.25   (f) ADJ UNCH    2 0
 LW0256
 LW0256.Superseded values are not recommended for survey control.
 LW0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0256.See file dsdata.txt to determine how the superseded data were derived.
 LW0256
 LW0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG091030(NAD 83)
 LW0256_MARKER: DD = SURVEY DISK
 LW0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0256_STAMPING: 454
 LW0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0256+STABILITY: SURFACE MOTION
 LW0256
 LW0256  HISTORY     - Date     Condition        Report By
 LW0256  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0256  HISTORY     - 1969     GOOD             NGS
 LW0256  HISTORY     - 20050719 MARK NOT FOUND   USPSQD
 LW0256
 LW0256                          STATION DESCRIPTION
 LW0256
 LW0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0256'4.4 MI N FROM NEWPORT.
 LW0256'ABOUT 4.45 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114
 LW0256'FROM THE BROADWAY BRANCH POST OFFICE AT NEWPORT, 0.2 MILE
 LW0256'SOUTH OF THE JUNCTION OF UNION STREET LEADING EAST, NEAR THE
 LW0256'NORTH CORNER OF A ROCK FENCE AROUND A FIELD, 31 FEET SOUTHEAST
 LW0256'OF THE CENTER LINE OF THE HIGHWAY, 6 1/2 FEET EAST OF POWER LINE
 LW0256'POLE 193, 4 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A LARGE ROCK
 LW0256'AT GATE TO ENTRANCE TO A FIELD, 1 FOOT NORTHEAST OF A METAL
 LW0256'WITNESS POST, 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET
 LW0256'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 LW0256'OF THE GROUND.
 LW0256
 LW0256                          STATION RECOVERY (2005)
 LW0256
 LW0256'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0257 ***********************************************************************
 LW0257  DESIGNATION -  455
 LW0257  PID         -  LW0257
 LW0257  STATE/COUNTY-  RI/NEWPORT
 LW0257  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0257
 LW0257                         *CURRENT SURVEY CONTROL
 LW0257  ___________________________________________________________________
 LW0257* NAD 83(1986)-  41 32 33.     (N)    071 17 30.     (W)     SCALED    
 LW0257* NAVD 88     -        44.806  (meters)     147.00   (feet)  ADJUSTED  
 LW0257  ___________________________________________________________________
 LW0257  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW0257  DYNAMIC HT  -          44.791 (meters)     146.95  (feet)  COMP
 LW0257  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 LW0257
 LW0257  VERT ORDER  -  SECOND    CLASS 0
 LW0257
 LW0257.The horizontal coordinates were scaled from a topographic map and have
 LW0257.an estimated accuracy of +/- 6 seconds.
 LW0257
 LW0257.The orthometric height was determined by differential leveling
 LW0257.and adjusted by the National Geodetic Survey in June 1991..
 LW0257
 LW0257.The geoid height was determined by GEOID03.
 LW0257
 LW0257.The dynamic height is computed by dividing the NAVD 88
 LW0257.geopotential number by the normal gravity value computed on the
 LW0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0257.degrees latitude (g = 980.6199 gals.).
 LW0257
 LW0257.The modeled gravity was interpolated from observed gravity values.
 LW0257
 LW0257;                    North         East    Units  Estimated Accuracy
 LW0257;SPC RI       -    51,020.      117,380.      MT  (+/- 180 meters Scaled)
 LW0257
 LW0257                          SUPERSEDED SURVEY CONTROL
 LW0257
 LW0257  NGVD 29 (??/??/92)   45.069  (m)          147.86   (f) ADJ UNCH    2 0
 LW0257
 LW0257.Superseded values are not recommended for survey control.
 LW0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0257.See file dsdata.txt to determine how the superseded data were derived.
 LW0257
 LW0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG088015(NAD 83)
 LW0257_MARKER: DD = SURVEY DISK
 LW0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0257_STAMPING: 455
 LW0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0257+STABILITY: SURFACE MOTION
 LW0257
 LW0257  HISTORY     - Date     Condition        Report By
 LW0257  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0257  HISTORY     - 1969     GOOD             NGS
 LW0257
 LW0257                          STATION DESCRIPTION
 LW0257
 LW0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0257'3.4 MI N FROM NEWPORT.
 LW0257'ABOUT 3.45 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0257'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, 1.2 MILES SOUTH OF
 LW0257'THE JUNCTION OF UNION STREET LEADING EAST, 0.25 MILE NORTH OF THE
 LW0257'JUNCTION OF OLIPHANT LANE AND THE HOLY CROSS CHURCH, 72 FEET
 LW0257'SOUTHEAST OF AND ACROSS A DRIVEWAY FROM A RESIDENCE AT NUMBER
 LW0257'1634, 32 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 30 1/2 FEET
 LW0257'SOUTH OF THE CENTER LINE OF A DRIVEWAY, 9 FEET NORTHWEST OF POWER
 LW0257'LINE POLE 237, 0.5 FOOT EAST OF A ROCK FENCE, 1.5 FEET NORTH OF
 LW0257'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LW0257'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0537 ***********************************************************************
 LW0537  DESIGNATION -  462
 LW0537  PID         -  LW0537
 LW0537  STATE/COUNTY-  RI/PROVIDENCE
 LW0537  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW0537
 LW0537                         *CURRENT SURVEY CONTROL
 LW0537  ___________________________________________________________________
 LW0537* NAD 83(1986)-  41 48 30.     (N)    071 20 21.     (W)     SCALED    
 LW0537* NAVD 88     -         5.079  (meters)      16.66   (feet)  ADJUSTED  
 LW0537  ___________________________________________________________________
 LW0537  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW0537  DYNAMIC HT  -           5.077 (meters)      16.66  (feet)  COMP
 LW0537  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 LW0537
 LW0537  VERT ORDER  -  SECOND    CLASS 0
 LW0537
 LW0537.The horizontal coordinates were scaled from a topographic map and have
 LW0537.an estimated accuracy of +/- 6 seconds.
 LW0537
 LW0537.The orthometric height was determined by differential leveling
 LW0537.and adjusted by the National Geodetic Survey in June 1991..
 LW0537
 LW0537.The geoid height was determined by GEOID03.
 LW0537
 LW0537.The dynamic height is computed by dividing the NAVD 88
 LW0537.geopotential number by the normal gravity value computed on the
 LW0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0537.degrees latitude (g = 980.6199 gals.).
 LW0537
 LW0537.The modeled gravity was interpolated from observed gravity values.
 LW0537
 LW0537;                    North         East    Units  Estimated Accuracy
 LW0537;SPC RI       -    80,530.      113,370.      MT  (+/- 180 meters Scaled)
 LW0537
 LW0537                          SUPERSEDED SURVEY CONTROL
 LW0537
 LW0537  NGVD 29 (??/??/92)    5.332  (m)           17.49   (f) ADJ UNCH    2 0
 LW0537
 LW0537.Superseded values are not recommended for survey control.
 LW0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0537.See file dsdata.txt to determine how the superseded data were derived.
 LW0537
 LW0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG056311(NAD 83)
 LW0537_MARKER: DD = SURVEY DISK
 LW0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0537_SP_SET: CULVERT
 LW0537_STAMPING: 462
 LW0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0537+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 LW0537
 LW0537  HISTORY     - Date     Condition        Report By
 LW0537  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0537  HISTORY     - 1969     GOOD             NGS
 LW0537  HISTORY     - 20040701 GOOD             EPDPW
 LW0537
 LW0537                          STATION DESCRIPTION
 LW0537
 LW0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0537'4.2 MI E FROM PROVIDENCE.
 LW0537'ABOUT 3.3 MILES EAST ALONG INTERSTATE HIGHWAY 195 FROM THE
 LW0537'JUNCTION OF INTERSTATE HIGHWAY 95 AT PROVIDENCE, THENCE 0.2 MILE
 LW0537'SOUTHEAST ALONG STATE HIGHWAY 114, THENCE 0.15 MILE NORTHEAST
 LW0537'ALONG A CONNECTING ROAD TO U.S. HIGHWAY 6, THENCE 0.6 MILE EAST
 LW0537'ALONG U.S. HIGHWAY 6 (WARREN AVENUE), ABOUT 0.15 MILE WEST ALONG
 LW0537'COUNTY STREET FROM THE INTERSECTION OF FALL RIVER AVENUE (STATE
 LW0537'HIGHWAY 114 ALT) AT SEEKONK, MASSACHUSETTS, SET IN THE TOP OF THE
 LW0537'WEST END OF THE NORTH CONCRETE HEAD WALL FOR A 10-FOOT CONCRETE
 LW0537'ARCHED CULVERT OVER RUNNINS RIVER WHICH IS THE STATE LINE BETWEEN
 LW0537'RHODE ISLAND AND MASSACHUSETTS, 180.0 FEET EAST OF THE JUNCTION
 LW0537'OF WATERMAN AVENUE, 22 FEET NORTH OF THE CENTER LINE OF THE
 LW0537'HIGHWAY, 1.7 FEET EAST OF THE WEST END OF THE HEAD WALL AND 1/2
 LW0537'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0537
 LW0537                          STATION RECOVERY (2004)
 LW0537
 LW0537'RECOVERY NOTE BY   2004
 LW0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0770 ***********************************************************************
 MY0770  DESIGNATION -  49
 MY0770  PID         -  MY0770
 MY0770  STATE/COUNTY-  RI/PROVIDENCE
 MY0770  USGS QUAD   -  BLACKSTONE (1979)
 MY0770
 MY0770                         *CURRENT SURVEY CONTROL
 MY0770  ___________________________________________________________________
 MY0770* NAD 83(1996)-  42 00 23.80098(N)    071 34 57.39187(W)     ADJUSTED  
 MY0770* NAVD 88     -        87.981  (meters)     288.65   (feet)  ADJUSTED  
 MY0770  ___________________________________________________________________
 MY0770  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 MY0770  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 MY0770  DYNAMIC HT  -          87.953 (meters)     288.56  (feet)  COMP
 MY0770  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 MY0770
 MY0770  HORZ ORDER  -  SECOND
 MY0770  VERT ORDER  -  SECOND    CLASS 0
 MY0770
 MY0770.The horizontal coordinates were established by classical geodetic methods
 MY0770.and adjusted by the National Geodetic Survey in August 1998..
 MY0770
 MY0770.The orthometric height was determined by differential leveling
 MY0770.and adjusted by the National Geodetic Survey in June 1991..
 MY0770
 MY0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY0770
 MY0770.The geoid height was determined by GEOID03.
 MY0770
 MY0770.The dynamic height is computed by dividing the NAVD 88
 MY0770.geopotential number by the normal gravity value computed on the
 MY0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0770.degrees latitude (g = 980.6199 gals.).
 MY0770
 MY0770.The modeled gravity was interpolated from observed gravity values.
 MY0770
 MY0770;                    North         East     Units Scale Factor Converg.
 MY0770;SPC RI       -   102,546.038    93,156.545   MT  0.99999433   -0 03 19.0
 MY0770;SPC RI       -   336,436.46    305,631.10   sFT  0.99999433   -0 03 19.0
 MY0770;SPC MA M     -   861,806.923   193,156.707   MT  0.99997026   -0 03 19.8
 MY0770;SPC MA M     - 2,827,444.88    633,714.96   sFT  0.99997026   -0 03 19.8
 MY0770;UTM  19      - 4,653,737.142   286,128.938   MT  1.00016287   -1 43 44.3
 MY0770
 MY0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY0770!SPC RI       -   0.99999081  x   0.99999433  =   0.99998514
 MY0770!SPC MA M     -   0.99999081  x   0.99997026  =   0.99996107
 MY0770!UTM  19      -   0.99999081  x   1.00016287  =   1.00015368
 MY0770
 MY0770                          SUPERSEDED SURVEY CONTROL
 MY0770
 MY0770  NAD 83(1996)-  42 00 23.80090(N)    071 34 57.39186(W) AD(       ) 2
 MY0770  NAD 83(1992)-  42 00 23.79987(N)    071 34 57.39077(W) AD(       ) 2
 MY0770  NAD 83(1992)-  42 00 23.79984(N)    071 34 57.39080(W) AD(       ) 2
 MY0770  NAD 83(1986)-  42 00 23.79943(N)    071 34 57.38970(W) AD(       ) 2
 MY0770  NGVD 29 (??/??/92)   88.219  (m)          289.43   (f) ADJ UNCH    2 0
 MY0770
 MY0770.Superseded values are not recommended for survey control.
 MY0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0770.See file dsdata.txt to determine how the superseded data were derived.
 MY0770
 MY0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8612953737(NAD 83)
 MY0770_MARKER: DD = SURVEY DISK
 MY0770_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MY0770_SP_SET: PREFAB CONC. POST IN EARTH
 MY0770_STAMPING: 49
 MY0770_MARK LOGO: RIBPR 
 MY0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MY0770
 MY0770  HISTORY     - Date     Condition        Report By
 MY0770  HISTORY     - UNK      MONUMENTED       RIBPR
 MY0770  HISTORY     - 1969     GOOD             NGS
 MY0770  HISTORY     - 1986     GOOD             RIGS
 MY0770  HISTORY     - 19870601 GOOD             RIGS
 MY0770
 MY0770                          STATION DESCRIPTION
 MY0770
 MY0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MY0770'AT SLATERSVILLE.
 MY0770'AT SLATERSVILLE, ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY
 MY0770'146A FROM THE JUNCTION OF STATE HIGHWAY 5 AND 102, ACROSS
 MY0770'THE HIGHWAY FROM THE WEST END OF AN ATLANTIC SERVICE STATION, 33
 MY0770'FEET SOUTH OF THE CENTER OF THE JUNCTION OF A BLACK TOP DRIVE
 MY0770'LEADING SOUTHWEST TO A GARAGE, 28.1 FEET SOUTHWEST OF THE
 MY0770'CENTER LINE OF THE HIGHWAY, 12 FEET SOUTHEAST OF THE CENTER LINE
 MY0770'OF THE DRIVEWAY, 6.5 FEET SOUTHEAST OF THE NORTH CORNER OF A
 MY0770'STONE WALL, 0.5 FOOT NORTHEAST OF THE NORTHEAST FACE OF THE STONE
 MY0770'WALL AND THE NORTH END OF A STONE FENCE, 1 FOOT ABOVE THE LEVEL
 MY0770'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 2 INCHES
 MY0770'BELOW THE LEVEL OF THE GROUND.
 MY0770
 MY0770                          STATION RECOVERY (1986)
 MY0770
 MY0770'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 MY0770'RECOVERED IN GOOD CONDITION.
 MY0770
 MY0770                          STATION RECOVERY (1987)
 MY0770
 MY0770'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 MY0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0225 ***********************************************************************
 LW0225  DESIGNATION -  498
 LW0225  PID         -  LW0225
 LW0225  STATE/COUNTY-  RI/NEWPORT
 LW0225  USGS QUAD   -  FALL RIVER (1979)
 LW0225
 LW0225                         *CURRENT SURVEY CONTROL
 LW0225  ___________________________________________________________________
 LW0225* NAD 83(1986)-  41 37 33.     (N)    071 13 08.     (W)     SCALED    
 LW0225* NAVD 88     -         2.454  (meters)       8.05   (feet)  ADJUSTED  
 LW0225  ___________________________________________________________________
 LW0225  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW0225  DYNAMIC HT  -           2.453 (meters)       8.05  (feet)  COMP
 LW0225  MODELED GRAV-     980,297.0   (mgal)                       NAVD 88
 LW0225
 LW0225  VERT ORDER  -  SECOND    CLASS 0
 LW0225
 LW0225.The horizontal coordinates were scaled from a topographic map and have
 LW0225.an estimated accuracy of +/- 6 seconds.
 LW0225
 LW0225.The orthometric height was determined by differential leveling
 LW0225.and adjusted by the National Geodetic Survey in June 1991..
 LW0225
 LW0225.The geoid height was determined by GEOID03.
 LW0225
 LW0225.The dynamic height is computed by dividing the NAVD 88
 LW0225.geopotential number by the normal gravity value computed on the
 LW0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0225.degrees latitude (g = 980.6199 gals.).
 LW0225
 LW0225.The modeled gravity was interpolated from observed gravity values.
 LW0225
 LW0225;                    North         East    Units  Estimated Accuracy
 LW0225;SPC RI       -    60,290.      123,430.      MT  (+/- 180 meters Scaled)
 LW0225
 LW0225                          SUPERSEDED SURVEY CONTROL
 LW0225
 LW0225  NGVD 29 (??/??/92)    2.708  (m)            8.88   (f) ADJ UNCH    2 0
 LW0225
 LW0225.Superseded values are not recommended for survey control.
 LW0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0225.See file dsdata.txt to determine how the superseded data were derived.
 LW0225
 LW0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG151106(NAD 83)
 LW0225_MARKER: DD = SURVEY DISK
 LW0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0225_SP_SET: BRIDGE
 LW0225_STAMPING: 498
 LW0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0225
 LW0225  HISTORY     - Date     Condition        Report By
 LW0225  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0225  HISTORY     - 1969     GOOD             NGS
 LW0225
 LW0225                          STATION DESCRIPTION
 LW0225
 LW0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0225'1.2 MI SW FROM PORTSMOUTH.
 LW0225'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 24 FROM THE WEST END
 LW0225'OF THE STATE HIGHWAY 24 BRIDGE OVER THE SAKONNET RIVER, THENCE
 LW0225'0.95 MILE SOUTH ALONG POINT ROAD TO THE JUNCTION OF STATE
 LW0225'HIGHWAY 138, SET ON THE TOP AND 2.0 FEET NORTHEAST OF THE
 LW0225'SOUTHWEST END OF THE SOUTHEAST CONCRETE BASE FOR THE SOUTHEAST
 LW0225'CONCRETE BANNISTER OF THE ABANDONED STONE BRIDGE OVER THE
 LW0225'SAKONNET RIVER, (NOW USED FOR A FISHING PIER), 166 FEET EAST
 LW0225'OF THE CENTER LINE OF POINT ROAD, 28 FEET SOUTHEAST OF THE
 LW0225'CENTER LINE OF OLD STATE HIGHWAY 138 AND ABOUT LEVEL WITH THE
 LW0225'OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0497 ***********************************************************************
 LW0497  DESIGNATION -  499
 LW0497  PID         -  LW0497
 LW0497  STATE/COUNTY-  RI/NEWPORT
 LW0497  USGS QUAD   -  FALL RIVER (1979)
 LW0497
 LW0497                         *CURRENT SURVEY CONTROL
 LW0497  ___________________________________________________________________
 LW0497* NAD 83(1986)-  41 37 34.     (N)    071 12 47.     (W)     SCALED    
 LW0497* NAVD 88     -         3.960  (meters)      12.99   (feet)  ADJUSTED  
 LW0497  ___________________________________________________________________
 LW0497  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW0497  DYNAMIC HT  -           3.959 (meters)      12.99  (feet)  COMP
 LW0497  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 LW0497
 LW0497  VERT ORDER  -  SECOND    CLASS 0
 LW0497
 LW0497.The horizontal coordinates were scaled from a topographic map and have
 LW0497.an estimated accuracy of +/- 6 seconds.
 LW0497
 LW0497.The orthometric height was determined by differential leveling
 LW0497.and adjusted by the National Geodetic Survey in June 1991..
 LW0497
 LW0497.The geoid height was determined by GEOID03.
 LW0497
 LW0497.The dynamic height is computed by dividing the NAVD 88
 LW0497.geopotential number by the normal gravity value computed on the
 LW0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0497.degrees latitude (g = 980.6199 gals.).
 LW0497
 LW0497.The modeled gravity was interpolated from observed gravity values.
 LW0497
 LW0497;                    North         East    Units  Estimated Accuracy
 LW0497;SPC RI       -    60,320.      123,910.      MT  (+/- 180 meters Scaled)
 LW0497
 LW0497                          SUPERSEDED SURVEY CONTROL
 LW0497
 LW0497  NGVD 29 (??/??/92)    4.216  (m)           13.83   (f) ADJ UNCH    2 0
 LW0497
 LW0497.Superseded values are not recommended for survey control.
 LW0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0497.See file dsdata.txt to determine how the superseded data were derived.
 LW0497
 LW0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG156106(NAD 83)
 LW0497_MARKER: DD = SURVEY DISK
 LW0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0497_STAMPING: 499
 LW0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0497+STABILITY: SURFACE MOTION
 LW0497
 LW0497  HISTORY     - Date     Condition        Report By
 LW0497  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0497  HISTORY     - 1969     GOOD             NGS
 LW0497  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0497
 LW0497                          STATION DESCRIPTION
 LW0497
 LW0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0497'AT TIVERTON.
 LW0497'AT TIVERTON, ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 77 FROM
 LW0497'THE POST OFFICE AT TIVERTON, AT THE JUNCTION OF LAWTON AVENUE
 LW0497'LEADING EAST, 213.8 FEET EAST-NORTHEAST OF AND ACROSS THE HIGHWAY
 LW0497'FROM THE NORTHEAST CORNER OF THE STONE BASE FOR A VETERANS
 LW0497'MONUMENT, 32 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LW0497'25 FEET NORTHEAST OF THE CENTER LINE OF LAWTON AVENUE, 0.5 FOOT
 LW0497'WEST OF THE WEST SIDE OF A STONE FENCE, SET IN THE TOP OF A
 LW0497'CONCRETE POST LEVEL WITH THE CONCRETE SIDEWALK WHICH HAS BEEN
 LW0497'POURED AROUND THE MARK.
 LW0497
 LW0497                          STATION RECOVERY (1989)
 LW0497
 LW0497'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0304 ***********************************************************************
 LW0304  DESIGNATION -  5
 LW0304  PID         -  LW0304
 LW0304  STATE/COUNTY-  RI/PROVIDENCE
 LW0304  USGS QUAD   -  PAWTUCKET (1975)
 LW0304
 LW0304                         *CURRENT SURVEY CONTROL
 LW0304  ___________________________________________________________________
 LW0304* NAD 83(1986)-  41 58 16.     (N)    071 24 17.     (W)     SCALED    
 LW0304* NAVD 88     -        86.885  (meters)     285.06   (feet)  ADJUSTED  
 LW0304  ___________________________________________________________________
 LW0304  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LW0304  DYNAMIC HT  -          86.859 (meters)     284.97  (feet)  COMP
 LW0304  MODELED GRAV-     980,320.8   (mgal)                       NAVD 88
 LW0304
 LW0304  VERT ORDER  -  SECOND    CLASS 0
 LW0304
 LW0304.The horizontal coordinates were scaled from a topographic map and have
 LW0304.an estimated accuracy of +/- 6 seconds.
 LW0304
 LW0304.The orthometric height was determined by differential leveling
 LW0304.and adjusted by the National Geodetic Survey in June 1991..
 LW0304
 LW0304.The geoid height was determined by GEOID03.
 LW0304
 LW0304.The dynamic height is computed by dividing the NAVD 88
 LW0304.geopotential number by the normal gravity value computed on the
 LW0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0304.degrees latitude (g = 980.6199 gals.).
 LW0304
 LW0304.The modeled gravity was interpolated from observed gravity values.
 LW0304
 LW0304;                    North         East    Units  Estimated Accuracy
 LW0304;SPC RI       -    98,600.      107,900.      MT  (+/- 180 meters Scaled)
 LW0304
 LW0304                          SUPERSEDED SURVEY CONTROL
 LW0304
 LW0304  NGVD 29 (??/??/92)   87.121  (m)          285.83   (f) ADJ UNCH    2 0
 LW0304
 LW0304.Superseded values are not recommended for survey control.
 LW0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0304.See file dsdata.txt to determine how the superseded data were derived.
 LW0304
 LW0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG007493(NAD 83)
 LW0304_MARKER: DD = SURVEY DISK
 LW0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0304_STAMPING: 5
 LW0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0304+STABILITY: SURFACE MOTION
 LW0304
 LW0304  HISTORY     - Date     Condition        Report By
 LW0304  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0304  HISTORY     - 1969     GOOD             NGS
 LW0304  HISTORY     - 1985     GOOD             LOCSUR
 LW0304
 LW0304                          STATION DESCRIPTION
 LW0304
 LW0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0304'5.4 MI N FROM CUMBERLAND.
 LW0304'ABOUT 5.45 MILES NORTH ALONG STATE HIGHWAY 114 FROM THE TOWN
 LW0304'HALL AT CUMBERLAND, ABOUT 6.9 MILES SOUTHEAST ALONG STATE HIGHWAY
 LW0304'114 FROM THE JUNCTION OF STATE HIGHWAY 126 AT WOONSOCKET, ABOUT
 LW0304'0.85 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAY 120, 57 FEET
 LW0304'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 256, 17
 LW0304'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTHWEST OF
 LW0304'THE NORTHWEST CORNER OF A PICKET FENCE AROUND A LARGE RESIDENCE,
 LW0304'8 1/2 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING EAST
 LW0304'TO AN APPLE ORCHARD, 1/2 FOOT WEST OF A BOULDER WHICH IS LOCATED
 LW0304'AT THE SOUTH END OF A STONE FENCE, 1.9 FEET SOUTH OF A METAL
 LW0304'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 LW0304'THE TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF THE GROUND.
 LW0304
 LW0304                          STATION RECOVERY (1985)
 LW0304
 LW0304'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0778 ***********************************************************************
 MY0778  DESIGNATION -  50
 MY0778  PID         -  MY0778
 MY0778  STATE/COUNTY-  RI/PROVIDENCE
 MY0778  USGS QUAD   -  BLACKSTONE (1979)
 MY0778
 MY0778                         *CURRENT SURVEY CONTROL
 MY0778  ___________________________________________________________________
 MY0778* NAD 83(1986)-  42 00 49.     (N)    071 34 58.     (W)     SCALED    
 MY0778* NAVD 88     -        83.629  (meters)     274.37   (feet)  ADJUSTED  
 MY0778  ___________________________________________________________________
 MY0778  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MY0778  DYNAMIC HT  -          83.602 (meters)     274.28  (feet)  COMP
 MY0778  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 MY0778
 MY0778  VERT ORDER  -  SECOND    CLASS 0
 MY0778
 MY0778.The horizontal coordinates were scaled from a topographic map and have
 MY0778.an estimated accuracy of +/- 6 seconds.
 MY0778
 MY0778.The orthometric height was determined by differential leveling
 MY0778.and adjusted by the National Geodetic Survey in June 1991..
 MY0778
 MY0778.The geoid height was determined by GEOID03.
 MY0778
 MY0778.The dynamic height is computed by dividing the NAVD 88
 MY0778.geopotential number by the normal gravity value computed on the
 MY0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0778.degrees latitude (g = 980.6199 gals.).
 MY0778
 MY0778.The modeled gravity was interpolated from observed gravity values.
 MY0778
 MY0778;                    North         East    Units  Estimated Accuracy
 MY0778;SPC RI       -   103,320.       93,140.      MT  (+/- 180 meters Scaled)
 MY0778
 MY0778                          SUPERSEDED SURVEY CONTROL
 MY0778
 MY0778  NGVD 29 (??/??/92)   83.868  (m)          275.16   (f) ADJ UNCH    2 0
 MY0778
 MY0778.Superseded values are not recommended for survey control.
 MY0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0778.See file dsdata.txt to determine how the superseded data were derived.
 MY0778
 MY0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG861545(NAD 83)
 MY0778_MARKER: DD = SURVEY DISK
 MY0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MY0778_STAMPING: 50
 MY0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY0778+STABILITY: SURFACE MOTION
 MY0778
 MY0778  HISTORY     - Date     Condition        Report By
 MY0778  HISTORY     - UNK      MONUMENTED       RIBPR
 MY0778  HISTORY     - 1969     GOOD             NGS
 MY0778
 MY0778                          STATION DESCRIPTION
 MY0778
 MY0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MY0778'0.6 MI NE FROM SLATERSVILLE.
 MY0778'0.55 MILE NORTHEAST ALONG CENTRAL STREET FROM THE JUNCTION OF
 MY0778'STATE HIGHWAY 5 AND 102 AT SLATERSVILLE, ABOUT 0.8 MILE
 MY0778'SOUTHWEST ALONG CENTRAL STREET FROM THE ST. JOHNS EPISCOPAL
 MY0778'CHURCH AT MILLVILLE, MASSACHUSETTS, ABOUT 0.1 MILE NORTHEAST
 MY0778'OF THE CENTRAL STREET OVERPASS OVER STATE HIGHWAY 146, 32 FEET
 MY0778'SOUTHWEST OF A RHODE ISLAND-MASSACHUSETTS STATE LINE MARKER,
 MY0778'8.7 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY, 17
 MY0778'FEET SOUTH OF THE SOUTHEAST END OF A 16-INCH PIPE CULVERT, 1 FOOT
 MY0778'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 MY0778'POST 4 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0220 ***********************************************************************
 LW0220  DESIGNATION -  500
 LW0220  PID         -  LW0220
 LW0220  STATE/COUNTY-  RI/NEWPORT
 LW0220  USGS QUAD   -  FALL RIVER (1979)
 LW0220
 LW0220                         *CURRENT SURVEY CONTROL
 LW0220  ___________________________________________________________________
 LW0220* NAD 83(1986)-  41 38 08.     (N)    071 12 28.     (W)     SCALED    
 LW0220* NAVD 88     -        32.991  (meters)     108.24   (feet)  ADJUSTED  
 LW0220  ___________________________________________________________________
 LW0220  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW0220  DYNAMIC HT  -          32.980 (meters)     108.20  (feet)  COMP
 LW0220  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 LW0220
 LW0220  VERT ORDER  -  SECOND    CLASS 0
 LW0220
 LW0220.The horizontal coordinates were scaled from a topographic map and have
 LW0220.an estimated accuracy of +/- 6 seconds.
 LW0220
 LW0220.The orthometric height was determined by differential leveling
 LW0220.and adjusted by the National Geodetic Survey in June 1991..
 LW0220
 LW0220.The geoid height was determined by GEOID03.
 LW0220
 LW0220.The dynamic height is computed by dividing the NAVD 88
 LW0220.geopotential number by the normal gravity value computed on the
 LW0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0220.degrees latitude (g = 980.6199 gals.).
 LW0220
 LW0220.The modeled gravity was interpolated from observed gravity values.
 LW0220
 LW0220;                    North         East    Units  Estimated Accuracy
 LW0220;SPC RI       -    61,370.      124,350.      MT  (+/- 180 meters Scaled)
 LW0220
 LW0220                          SUPERSEDED SURVEY CONTROL
 LW0220
 LW0220  NGVD 29 (??/??/92)   33.249  (m)          109.08   (f) ADJ UNCH    2 0
 LW0220
 LW0220.Superseded values are not recommended for survey control.
 LW0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0220.See file dsdata.txt to determine how the superseded data were derived.
 LW0220
 LW0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG161116(NAD 83)
 LW0220_MARKER: DD = SURVEY DISK
 LW0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0220_STAMPING: 500
 LW0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0220+STABILITY: SURFACE MOTION
 LW0220
 LW0220  HISTORY     - Date     Condition        Report By
 LW0220  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0220  HISTORY     - 1969     GOOD             NGS
 LW0220
 LW0220                          STATION DESCRIPTION
 LW0220
 LW0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0220'0.7 MI NE FROM TIVERTON.
 LW0220'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 77 FROM THE POST
 LW0220'OFFICE AT TIVERTON, THENCE 0.25 MILE NORTHEAST ALONG STATE
 LW0220'HIGHWAY 138, AT THE JUNCTION OF HIGHLAND ROAD AND OLD STATE
 LW0220'HIGHWAY 138, AT THE NORTHEAST END OF A STONE WALL, 135 FEET
 LW0220'SOUTHWEST OF THE CENTER OF THE JUNCTION, 82 FEET WEST OF THE
 LW0220'CENTER LINE OF OLD STATE HIGHWAY 138, 0.8 FOOT NORTH OF THE
 LW0220'NORTH CORNER OF THE STONE WALL, ABOUT LEVEL WITH THE OLD
 LW0220'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 LW0220'ABOVE THE LEVEL OF THE GROUND.  NOTE-- THIS MARK MAY BE REACHED
 LW0220'BY GOING 0.45 MILE SOUTH ALONG OLD STATE HIGHWAY 138 FROM THE
 LW0220'JUNCTION OF STATE HIGHWAY 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0217 ***********************************************************************
 LW0217  DESIGNATION -  501
 LW0217  PID         -  LW0217
 LW0217  STATE/COUNTY-  RI/NEWPORT
 LW0217  USGS QUAD   -  FALL RIVER (1979)
 LW0217
 LW0217                         *CURRENT SURVEY CONTROL
 LW0217  ___________________________________________________________________
 LW0217* NAD 83(1986)-  41 39 01.     (N)    071 12 05.     (W)     SCALED    
 LW0217* NAVD 88     -        59.402  (meters)     194.89   (feet)  ADJUSTED  
 LW0217  ___________________________________________________________________
 LW0217  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW0217  DYNAMIC HT  -          59.383 (meters)     194.83  (feet)  COMP
 LW0217  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 LW0217
 LW0217  VERT ORDER  -  SECOND    CLASS 0
 LW0217
 LW0217.The horizontal coordinates were scaled from a topographic map and have
 LW0217.an estimated accuracy of +/- 6 seconds.
 LW0217
 LW0217.The orthometric height was determined by differential leveling
 LW0217.and adjusted by the National Geodetic Survey in June 1991..
 LW0217
 LW0217.The geoid height was determined by GEOID03.
 LW0217
 LW0217.The dynamic height is computed by dividing the NAVD 88
 LW0217.geopotential number by the normal gravity value computed on the
 LW0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0217.degrees latitude (g = 980.6199 gals.).
 LW0217
 LW0217.The modeled gravity was interpolated from observed gravity values.
 LW0217
 LW0217;                    North         East    Units  Estimated Accuracy
 LW0217;SPC RI       -    63,010.      124,880.      MT  (+/- 180 meters Scaled)
 LW0217
 LW0217                          SUPERSEDED SURVEY CONTROL
 LW0217
 LW0217  NGVD 29 (??/??/92)   59.669  (m)          195.76   (f) ADJ UNCH    2 0
 LW0217
 LW0217.Superseded values are not recommended for survey control.
 LW0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0217.See file dsdata.txt to determine how the superseded data were derived.
 LW0217
 LW0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG166132(NAD 83)
 LW0217_MARKER: DD = SURVEY DISK
 LW0217_SETTING: 80 = SET IN A BOULDER
 LW0217_SP_SET: BOULDER
 LW0217_STAMPING: 501
 LW0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0217+STABILITY: SURFACE MOTION
 LW0217
 LW0217  HISTORY     - Date     Condition        Report By
 LW0217  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0217  HISTORY     - 1958     GOOD             NGS
 LW0217
 LW0217                          STATION DESCRIPTION
 LW0217
 LW0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LW0217'2 MI NE FROM TIVERTON.
 LW0217'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE POST
 LW0217'OFFICE AT TIVERTON, ON THE SOUTHWEST SLOPE OF A HILL IN THE
 LW0217'HIGHWAY, 58 FEET SOUTHEAST OF POWER POLE 99, 50 FEET WEST OF A
 LW0217'2-STORY BROWN SHINGLE HOUSE, 32 FEET SOUTHEAST OF THE CENTER
 LW0217'LINE OF THE HIGHWAY, A STATE BOARD OF PUBLIC ROADS DISK SET
 LW0217'IN THE TOP OF A SLOPING BOULDER, ABOUT 3 FEET ABOVE THE LEVEL
 LW0217'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0218 ***********************************************************************
 LW0218  DESIGNATION -  501 RIBPR RESET
 LW0218  PID         -  LW0218
 LW0218  STATE/COUNTY-  RI/NEWPORT
 LW0218  USGS QUAD   -  FALL RIVER (1979)
 LW0218
 LW0218                         *CURRENT SURVEY CONTROL
 LW0218  ___________________________________________________________________
 LW0218* NAD 83(1986)-  41 39 01.     (N)    071 12 05.     (W)     SCALED    
 LW0218* NAVD 88     -        59.406  (meters)     194.90   (feet)  ADJUSTED  
 LW0218  ___________________________________________________________________
 LW0218  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW0218  DYNAMIC HT  -          59.387 (meters)     194.84  (feet)  COMP
 LW0218  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 LW0218
 LW0218  VERT ORDER  -  SECOND    CLASS 0
 LW0218
 LW0218.The horizontal coordinates were scaled from a topographic map and have
 LW0218.an estimated accuracy of +/- 6 seconds.
 LW0218
 LW0218.The orthometric height was determined by differential leveling
 LW0218.and adjusted by the National Geodetic Survey in June 1991..
 LW0218
 LW0218.The geoid height was determined by GEOID03.
 LW0218
 LW0218.The dynamic height is computed by dividing the NAVD 88
 LW0218.geopotential number by the normal gravity value computed on the
 LW0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0218.degrees latitude (g = 980.6199 gals.).
 LW0218
 LW0218.The modeled gravity was interpolated from observed gravity values.
 LW0218
 LW0218;                    North         East    Units  Estimated Accuracy
 LW0218;SPC RI       -    63,010.      124,880.      MT  (+/- 180 meters Scaled)
 LW0218
 LW0218                          SUPERSEDED SURVEY CONTROL
 LW0218
 LW0218  NGVD 29 (??/??/92)   59.670  (m)          195.77   (f) ADJ UNCH    2 0
 LW0218
 LW0218.Superseded values are not recommended for survey control.
 LW0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0218.See file dsdata.txt to determine how the superseded data were derived.
 LW0218
 LW0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG166132(NAD 83)
 LW0218_MARKER: DD = SURVEY DISK
 LW0218_SETTING: 66 = SET IN ROCK OUTCROP
 LW0218_SP_SET: BEDROCK
 LW0218_STAMPING: 501
 LW0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0218+STABILITY: POSITION/ELEVATION WELL
 LW0218
 LW0218  HISTORY     - Date     Condition        Report By
 LW0218  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0218  HISTORY     - 1969     GOOD             NGS
 LW0218
 LW0218                          STATION DESCRIPTION
 LW0218
 LW0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0218'0.8 MI N FROM TIVERTON.
 LW0218'ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 138 FROM THE STATE
 LW0218'HIGHWAY 24 OVERPASS, BETWEEN ROCKY AVENUE AND ALBERT STREET,
 LW0218'SET ON THE TOP AND NEAR THE WEST EDGE OF THE EXPOSED PART OF A
 LW0218'43-BY-26 FEET SLOPING BEDROCK WHICH IS 9 FEET HIGH, 64 FEET
 LW0218'WEST OF THE WEST CORNER OF A TWO-STORIED BROWN SHINGLE SIDING
 LW0218'HOUSE AT NUMBER 898, 90 FEET SOUTHWEST OF THE CENTER LINE OF
 LW0218'DRIVEWAY TO HOUSE, 12.5 FEET SOUTHEAST OF THE SOUTHEAST CURB
 LW0218'OF THE HIGHWAY, 3 FEET EAST OF THE WEST EDGE OF THE EXPOSED
 LW0218'PART OF THE BEDROCK AND 1 1/2 FEET ABOVE THE LEVEL OF THE
 LW0218'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0210 ***********************************************************************
 LW0210  DESIGNATION -  502
 LW0210  PID         -  LW0210
 LW0210  STATE/COUNTY-  RI/NEWPORT
 LW0210  USGS QUAD   -  FALL RIVER (1979)
 LW0210
 LW0210                         *CURRENT SURVEY CONTROL
 LW0210  ___________________________________________________________________
 LW0210* NAD 83(1986)-  41 39 39.     (N)    071 11 25.     (W)     SCALED    
 LW0210* NAVD 88     -        72.561  (meters)     238.06   (feet)  ADJUSTED  
 LW0210  ___________________________________________________________________
 LW0210  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW0210  DYNAMIC HT  -          72.538 (meters)     237.99  (feet)  COMP
 LW0210  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 LW0210
 LW0210  VERT ORDER  -  SECOND    CLASS 0
 LW0210
 LW0210.The horizontal coordinates were scaled from a topographic map and have
 LW0210.an estimated accuracy of +/- 6 seconds.
 LW0210
 LW0210.The orthometric height was determined by differential leveling
 LW0210.and adjusted by the National Geodetic Survey in June 1991..
 LW0210
 LW0210.The geoid height was determined by GEOID03.
 LW0210
 LW0210.The dynamic height is computed by dividing the NAVD 88
 LW0210.geopotential number by the normal gravity value computed on the
 LW0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0210.degrees latitude (g = 980.6199 gals.).
 LW0210
 LW0210.The modeled gravity was interpolated from observed gravity values.
 LW0210
 LW0210;                    North         East    Units  Estimated Accuracy
 LW0210;SPC RI       -    64,180.      125,800.      MT  (+/- 180 meters Scaled)
 LW0210
 LW0210                          SUPERSEDED SURVEY CONTROL
 LW0210
 LW0210  NGVD 29 (??/??/92)   72.825  (m)          238.93   (f) ADJ UNCH    2 0
 LW0210
 LW0210.Superseded values are not recommended for survey control.
 LW0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0210.See file dsdata.txt to determine how the superseded data were derived.
 LW0210
 LW0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG176144(NAD 83)
 LW0210_MARKER: DD = SURVEY DISK
 LW0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0210_STAMPING: 502
 LW0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0210+STABILITY: SURFACE MOTION
 LW0210
 LW0210  HISTORY     - Date     Condition        Report By
 LW0210  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0210  HISTORY     - 1969     GOOD             NGS
 LW0210
 LW0210                          STATION DESCRIPTION
 LW0210
 LW0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0210'1.6 MI NE FROM TIVERTON.
 LW0210'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE
 LW0210'OVERPASS OVER STATE HIGHWAY 24 AT TIVERTON, 0.9 MILE SOUTHWEST
 LW0210'OF THE RHODE ISLAND-MASSACHUSETTS STATE LINE, NEAR THE EAST
 LW0210'CORNER OF A SERVICE STATION, 26 FEET NORTHWEST OF THE CENTER
 LW0210'LINE OF THE HIGHWAY, 39 FEET EAST OF THE EAST CORNER OF THE
 LW0210'MAIN PART OF THE SERVICE STATION BUILDING, 23 FEET SOUTHWEST
 LW0210'OF THE CENTER LINE OF A DRIVEWAY LEADING NORTHWEST, 5 FEET
 LW0210'NORTHWEST OF POWER LINE POLE 50, ABOUT LEVEL WITH THE HIGHWAY
 LW0210'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 LW0210'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0209 ***********************************************************************
 LW0209  DESIGNATION -  503
 LW0209  PID         -  LW0209
 LW0209  STATE/COUNTY-  RI/NEWPORT
 LW0209  USGS QUAD   -  FALL RIVER (1979)
 LW0209
 LW0209                         *CURRENT SURVEY CONTROL
 LW0209  ___________________________________________________________________
 LW0209* NAD 83(1986)-  41 40 19.     (N)    071 11 06.     (W)     SCALED    
 LW0209* NAVD 88     -        78.400  (meters)     257.22   (feet)  ADJUSTED  
 LW0209  ___________________________________________________________________
 LW0209  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW0209  DYNAMIC HT  -          78.374 (meters)     257.13  (feet)  COMP
 LW0209  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 LW0209
 LW0209  VERT ORDER  -  SECOND    CLASS 0
 LW0209
 LW0209.The horizontal coordinates were scaled from a topographic map and have
 LW0209.an estimated accuracy of +/- 6 seconds.
 LW0209
 LW0209.The orthometric height was determined by differential leveling
 LW0209.and adjusted by the National Geodetic Survey in June 1991..
 LW0209
 LW0209.The geoid height was determined by GEOID03.
 LW0209
 LW0209.The dynamic height is computed by dividing the NAVD 88
 LW0209.geopotential number by the normal gravity value computed on the
 LW0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0209.degrees latitude (g = 980.6199 gals.).
 LW0209
 LW0209.The modeled gravity was interpolated from observed gravity values.
 LW0209
 LW0209;                    North         East    Units  Estimated Accuracy
 LW0209;SPC RI       -    65,420.      126,230.      MT  (+/- 180 meters Scaled)
 LW0209
 LW0209                          SUPERSEDED SURVEY CONTROL
 LW0209
 LW0209  NGVD 29 (??/??/92)   78.663  (m)          258.08   (f) ADJ UNCH    2 0
 LW0209
 LW0209.Superseded values are not recommended for survey control.
 LW0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0209.See file dsdata.txt to determine how the superseded data were derived.
 LW0209
 LW0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG181156(NAD 83)
 LW0209_MARKER: DD = SURVEY DISK
 LW0209_SETTING: 0 = UNSPECIFIED SETTING
 LW0209_STAMPING: 503
 LW0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0209
 LW0209  HISTORY     - Date     Condition        Report By
 LW0209  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0209  HISTORY     - 1969     GOOD             NGS
 LW0209
 LW0209                          STATION DESCRIPTION
 LW0209
 LW0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0209'2.5 MI NE FROM TIVERTON.
 LW0209'ABOUT 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE
 LW0209'OVERPASS OVER STATE HIGHWAY 24 AT TIVERTON, AT NORTH TIVERTON,
 LW0209'396 FEET SOUTHWEST OF THE MASSACHUSETTS-RHODE ISLAND STATE LINE
 LW0209'AND BENCH MARK W 34 (USGS) DESCRIBED, 132 FEET NORTHEAST OF
 LW0209'THE CENTER LINE OF CHACE AVENUE, 10 FEET SOUTHEAST OF THE EAST
 LW0209'CORNER OF A BRICK BUILDING OCCUPIED BY SISSON TRAVEL BUREAU
 LW0209'IN 1969, 1 FOOT NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY
 LW0209'AND LEVEL WITH THE SIDEWALK WHICH HAS BEEN POURED AROUND THE
 LW0209'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0502 ***********************************************************************
 LW0502  DESIGNATION -  506
 LW0502  PID         -  LW0502
 LW0502  STATE/COUNTY-  RI/NEWPORT
 LW0502  USGS QUAD   -  TIVERTON (1975)
 LW0502
 LW0502                         *CURRENT SURVEY CONTROL
 LW0502  ___________________________________________________________________
 LW0502* NAD 83(1986)-  41 35 27.     (N)    071 11 40.     (W)     SCALED    
 LW0502* NAVD 88     -        23.042  (meters)      75.60   (feet)  ADJUSTED  
 LW0502  ___________________________________________________________________
 LW0502  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW0502  DYNAMIC HT  -          23.034 (meters)      75.57  (feet)  COMP
 LW0502  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 LW0502
 LW0502  VERT ORDER  -  SECOND    CLASS 0
 LW0502
 LW0502.The horizontal coordinates were scaled from a topographic map and have
 LW0502.an estimated accuracy of +/- 6 seconds.
 LW0502
 LW0502.The orthometric height was determined by differential leveling
 LW0502.and adjusted by the National Geodetic Survey in June 1991..
 LW0502
 LW0502.The geoid height was determined by GEOID03.
 LW0502
 LW0502.The dynamic height is computed by dividing the NAVD 88
 LW0502.geopotential number by the normal gravity value computed on the
 LW0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0502.degrees latitude (g = 980.6199 gals.).
 LW0502
 LW0502.The modeled gravity was interpolated from observed gravity values.
 LW0502
 LW0502;                    North         East    Units  Estimated Accuracy
 LW0502;SPC RI       -    56,410.      125,480.      MT  (+/- 180 meters Scaled)
 LW0502
 LW0502                          SUPERSEDED SURVEY CONTROL
 LW0502
 LW0502  NGVD 29 (??/??/92)   23.287  (m)           76.40   (f) ADJ UNCH    2 0
 LW0502
 LW0502.Superseded values are not recommended for survey control.
 LW0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0502.See file dsdata.txt to determine how the superseded data were derived.
 LW0502
 LW0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG170066(NAD 83)
 LW0502_MARKER: DD = SURVEY DISK
 LW0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0502_STAMPING: 506
 LW0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0502+STABILITY: SURFACE MOTION
 LW0502
 LW0502  HISTORY     - Date     Condition        Report By
 LW0502  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0502  HISTORY     - 1969     GOOD             NGS
 LW0502  HISTORY     - 1989     GOOD             USPSQD
 LW0502  HISTORY     - 20051019 GOOD             USPSQD
 LW0502
 LW0502                          STATION DESCRIPTION
 LW0502
 LW0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0502'3.1 MI S FROM TIVERTON.
 LW0502'ABOUT 3.10 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE POST
 LW0502'OFFICE AT TIVERTON, 0.1 MILE SOUTH OF THE INTERSECTION OF THE
 LW0502'HIGHWAY AND SEAPOWET AVENUE LEADING WESTERLY AND LAFAYETTE ROAD
 LW0502'LEADING EASTERLY, AT THE SOUTHWEST CORNER OF A ROCK FENCE AROUND
 LW0502'A 3 STORIED RESIDENCE AT NUMBER 3198, (WINDY ACRES), 100 FEET
 LW0502'SOUTH OF THE CENTER LINE OF THE DRIVEWAY TO HOUSE, 29.5 FEET
 LW0502'EAST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET WEST OF A WIRE
 LW0502'FENCE, 1.5 FEET NORTH OF THE SOUTHWEST CORNER AND SOUTH END OF THE
 LW0502'ROCK FENCE AROUND LAWN, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 LW0502'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 LW0502'ABOVE THE LEVEL OF THE GROUND.
 LW0502
 LW0502                          STATION RECOVERY (1989)
 LW0502
 LW0502'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0502'RECOVERED IN GOOD CONDITION.
 LW0502
 LW0502                          STATION RECOVERY (2005)
 LW0502
 LW0502'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHD)
 LW0502'COORDINATES BY GPS ARE 41 34 30.3 N  071 11 40.1 W
 LW0502' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0506 ***********************************************************************
 LW0506  DESIGNATION -  507
 LW0506  PID         -  LW0506
 LW0506  STATE/COUNTY-  RI/NEWPORT
 LW0506  USGS QUAD   -  TIVERTON (1975)
 LW0506
 LW0506                         *CURRENT SURVEY CONTROL
 LW0506  ___________________________________________________________________
 LW0506* NAD 83(1986)-  41 34 41.     (N)    071 11 30.     (W)     SCALED    
 LW0506* NAVD 88     -        15.326  (meters)      50.28   (feet)  ADJUSTED  
 LW0506  ___________________________________________________________________
 LW0506  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW0506  DYNAMIC HT  -          15.321 (meters)      50.27  (feet)  COMP
 LW0506  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 LW0506
 LW0506  VERT ORDER  -  SECOND    CLASS 0
 LW0506
 LW0506.The horizontal coordinates were scaled from a topographic map and have
 LW0506.an estimated accuracy of +/- 6 seconds.
 LW0506
 LW0506.The orthometric height was determined by differential leveling
 LW0506.and adjusted by the National Geodetic Survey in June 1991..
 LW0506
 LW0506.The geoid height was determined by GEOID03.
 LW0506
 LW0506.The dynamic height is computed by dividing the NAVD 88
 LW0506.geopotential number by the normal gravity value computed on the
 LW0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0506.degrees latitude (g = 980.6199 gals.).
 LW0506
 LW0506.The modeled gravity was interpolated from observed gravity values.
 LW0506
 LW0506;                    North         East    Units  Estimated Accuracy
 LW0506;SPC RI       -    54,990.      125,710.      MT  (+/- 180 meters Scaled)
 LW0506
 LW0506                          SUPERSEDED SURVEY CONTROL
 LW0506
 LW0506  NGVD 29 (??/??/92)   15.569  (m)           51.08   (f) ADJ UNCH    2 0
 LW0506
 LW0506.Superseded values are not recommended for survey control.
 LW0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0506.See file dsdata.txt to determine how the superseded data were derived.
 LW0506
 LW0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG172052(NAD 83)
 LW0506_MARKER: DD = SURVEY DISK
 LW0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0506_STAMPING: 507
 LW0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0506+STABILITY: SURFACE MOTION
 LW0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0506+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 LW0506
 LW0506  HISTORY     - Date     Condition        Report By
 LW0506  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0506  HISTORY     - 1969     GOOD             NGS
 LW0506  HISTORY     - 1989     GOOD             USPSQD
 LW0506  HISTORY     - 20051019 GOOD             USPSQD
 LW0506
 LW0506                          STATION DESCRIPTION
 LW0506
 LW0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0506'4.1 MI S FROM TIVERTON.
 LW0506'ABOUT 4.1 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE POST
 LW0506'OFFICE AT TIVERTON, 0.55 MILE NORTH OF THE JUNCTION OF STATE
 LW0506'HIGHWAY 179 LEADING EAST, AT THE JUNCTION OF A DRIVEWAY LEADING
 LW0506'WEST TO A HOUSE, 390 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE
 LW0506'SOUTHWEST CORNER OF A SMALL AND OLD CEMETERY, 23 FEET WEST OF
 LW0506'THE CENTER LINE OF THE HIGHWAY, 32 FEET NORTHWEST OF AND ACROSS
 LW0506'A DRIVEWAY FROM POWER LINE POLE 377, 12 FEET NORTH OF THE CENTER
 LW0506'LINE OF A DRIVEWAY, 54 FEET NORTHWEST OF AND ACROSS THE HIGHWAY
 LW0506'FROM THE SOUTHWEST CORNER OF A ROCK FENCE AROUND THE LAWN FOR
 LW0506'A RESIDENCE AT HOUSE NUMBER 3626, 1 FOOT ABOVE THE LEVEL OF THE
 LW0506'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 LW0506'ABOVE THE LEVEL OF THE GROUND.
 LW0506
 LW0506                          STATION RECOVERY (1989)
 LW0506
 LW0506'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0506'RECOVERED IN GOOD CONDITION.
 LW0506
 LW0506                          STATION RECOVERY (2005)
 LW0506
 LW0506'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHD)
 LW0506'COORDINATES BY GPS ARE 41 34 43.0 N  071 11 30.0 W
 LW0506' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0507 ***********************************************************************
 LW0507  DESIGNATION -  508
 LW0507  PID         -  LW0507
 LW0507  STATE/COUNTY-  RI/NEWPORT
 LW0507  USGS QUAD   -  TIVERTON (1975)
 LW0507
 LW0507                         *CURRENT SURVEY CONTROL
 LW0507  ___________________________________________________________________
 LW0507* NAD 83(1986)-  41 34 16.     (N)    071 11 15.     (W)     SCALED    
 LW0507* NAVD 88     -         7.832  (meters)      25.70   (feet)  ADJUSTED  
 LW0507  ___________________________________________________________________
 LW0507  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW0507  DYNAMIC HT  -           7.829 (meters)      25.69  (feet)  COMP
 LW0507  MODELED GRAV-     980,298.2   (mgal)                       NAVD 88
 LW0507
 LW0507  VERT ORDER  -  SECOND    CLASS 0
 LW0507
 LW0507.The horizontal coordinates were scaled from a topographic map and have
 LW0507.an estimated accuracy of +/- 6 seconds.
 LW0507
 LW0507.The orthometric height was determined by differential leveling
 LW0507.and adjusted by the National Geodetic Survey in June 1991..
 LW0507
 LW0507.The geoid height was determined by GEOID03.
 LW0507
 LW0507.The dynamic height is computed by dividing the NAVD 88
 LW0507.geopotential number by the normal gravity value computed on the
 LW0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0507.degrees latitude (g = 980.6199 gals.).
 LW0507
 LW0507.The modeled gravity was interpolated from observed gravity values.
 LW0507
 LW0507;                    North         East    Units  Estimated Accuracy
 LW0507;SPC RI       -    54,220.      126,060.      MT  (+/- 180 meters Scaled)
 LW0507
 LW0507                          SUPERSEDED SURVEY CONTROL
 LW0507
 LW0507  NGVD 29 (??/??/92)    8.073  (m)           26.49   (f) ADJ UNCH    2 0
 LW0507
 LW0507.Superseded values are not recommended for survey control.
 LW0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0507.See file dsdata.txt to determine how the superseded data were derived.
 LW0507
 LW0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG176044(NAD 83)
 LW0507_MARKER: DD = SURVEY DISK
 LW0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0507_STAMPING: 508
 LW0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0507+STABILITY: SURFACE MOTION
 LW0507
 LW0507  HISTORY     - Date     Condition        Report By
 LW0507  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0507  HISTORY     - 1969     GOOD             NGS
 LW0507  HISTORY     - 1989     GOOD             USPSQD
 LW0507  HISTORY     - 20051019 GOOD             USPSQD
 LW0507
 LW0507                          STATION DESCRIPTION
 LW0507
 LW0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0507'4.6 MI S FROM TIVERTON.
 LW0507'ABOUT 4.6 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE POST
 LW0507'OFFICE AT TIVERTON, AT THE JUNCTION OF STATE HIGHWAY 179 LEADING
 LW0507'EAST, 4.9 MILES NORTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION
 LW0507'OF MEETING-HOUSE LANE AT LITTLE COMPTON, 60 FEET EAST OF THE
 LW0507'CENTER LINE OF STATE HIGHWAY 77, 47 FEET NORTH OF THE CENTER
 LW0507'LINE OF STATE HIGHWAY 179, 33 1/2 FEET NORTHWEST OF POWER
 LW0507'LINE POLE 120, 1 FOOT SOUTH OF THE SOUTH SIDE OF A STONE MASONARY
 LW0507'WALL, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LW0507'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0507
 LW0507                          STATION RECOVERY (1989)
 LW0507
 LW0507'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0507'RECOVERED IN GOOD CONDITION.
 LW0507
 LW0507                          STATION RECOVERY (2005)
 LW0507
 LW0507'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHD)
 LW0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1213 ***********************************************************************
 LW1213  DESIGNATION -  51
 LW1213  PID         -  LW1213
 LW1213  STATE/COUNTY-  RI/PROVIDENCE
 LW1213  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1213
 LW1213                         *CURRENT SURVEY CONTROL
 LW1213  ___________________________________________________________________
 LW1213* NAD 83(1986)-  41 59 36.     (N)    071 35 56.     (W)     SCALED    
 LW1213* NAVD 88     -        83.415  (meters)     273.67   (feet)  ADJUSTED  
 LW1213  ___________________________________________________________________
 LW1213  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW1213  DYNAMIC HT  -          83.387 (meters)     273.58  (feet)  COMP
 LW1213  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 LW1213
 LW1213  VERT ORDER  -  SECOND    CLASS 0
 LW1213
 LW1213.The horizontal coordinates were scaled from a topographic map and have
 LW1213.an estimated accuracy of +/- 6 seconds.
 LW1213
 LW1213.The orthometric height was determined by differential leveling
 LW1213.and adjusted by the National Geodetic Survey in June 1991..
 LW1213
 LW1213.The geoid height was determined by GEOID03.
 LW1213
 LW1213.The dynamic height is computed by dividing the NAVD 88
 LW1213.geopotential number by the normal gravity value computed on the
 LW1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1213.degrees latitude (g = 980.6199 gals.).
 LW1213
 LW1213.The modeled gravity was interpolated from observed gravity values.
 LW1213
 LW1213;                    North         East    Units  Estimated Accuracy
 LW1213;SPC RI       -   101,070.       91,810.      MT  (+/- 180 meters Scaled)
 LW1213
 LW1213                          SUPERSEDED SURVEY CONTROL
 LW1213
 LW1213  NGVD 29 (??/??/92)   83.654  (m)          274.45   (f) ADJ UNCH    2 0
 LW1213
 LW1213.Superseded values are not recommended for survey control.
 LW1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1213.See file dsdata.txt to determine how the superseded data were derived.
 LW1213
 LW1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG847523(NAD 83)
 LW1213_MARKER: DD = SURVEY DISK
 LW1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1213_STAMPING: 51
 LW1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1213+STABILITY: SURFACE MOTION
 LW1213
 LW1213  HISTORY     - Date     Condition        Report By
 LW1213  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1213  HISTORY     - 1969     GOOD             NGS
 LW1213  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1213  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1213  HISTORY     - 19900825 MARK NOT FOUND   USPSQD
 LW1213
 LW1213                          STATION DESCRIPTION
 LW1213
 LW1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1213'1.2 MI SW FROM SLATERSVILLE.
 LW1213'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 102 FROM THE
 LW1213'JUNCTION OF STATE HIGHWAY 5 AT SLATERSVILLE, AT THE JUNCTION
 LW1213'OF MAIN STREET (A BLACK TOP ROAD LEADING EAST), 94 FEET
 LW1213'NORTHEAST OF THE CENTER LINE OF JULIE AVENUE, 23 FEET NORTHWEST
 LW1213'OF THE CENTER LINE OF THE HIGHWAY, 65 FEET SOUTHWEST OF A
 LW1213'TELEPHONE CABLE POLE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LW1213'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL
 LW1213'OF THE GROUND.
 LW1213
 LW1213                          STATION RECOVERY (1987)
 LW1213
 LW1213'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1213'MARK NOT FOUND.
 LW1213
 LW1213                          STATION RECOVERY (1988)
 LW1213
 LW1213'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1213'MARK NOT FOUND.
 LW1213
 LW1213                          STATION RECOVERY (1990)
 LW1213
 LW1213'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0509 ***********************************************************************
 LW0509  DESIGNATION -  510
 LW0509  PID         -  LW0509
 LW0509  STATE/COUNTY-  RI/NEWPORT
 LW0509  USGS QUAD   -  TIVERTON (1975)
 LW0509
 LW0509                         *CURRENT SURVEY CONTROL
 LW0509  ___________________________________________________________________
 LW0509* NAD 83(1986)-  41 33 10.     (N)    071 11 38.     (W)     SCALED    
 LW0509* NAVD 88     -         5.137  (meters)      16.85   (feet)  ADJUSTED  
 LW0509  ___________________________________________________________________
 LW0509  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW0509  DYNAMIC HT  -           5.136 (meters)      16.85  (feet)  COMP
 LW0509  MODELED GRAV-     980,297.0   (mgal)                       NAVD 88
 LW0509
 LW0509  VERT ORDER  -  SECOND    CLASS 0
 LW0509
 LW0509.The horizontal coordinates were scaled from a topographic map and have
 LW0509.an estimated accuracy of +/- 6 seconds.
 LW0509
 LW0509.The orthometric height was determined by differential leveling
 LW0509.and adjusted by the National Geodetic Survey in June 1991..
 LW0509
 LW0509.The geoid height was determined by GEOID03.
 LW0509
 LW0509.The dynamic height is computed by dividing the NAVD 88
 LW0509.geopotential number by the normal gravity value computed on the
 LW0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0509.degrees latitude (g = 980.6199 gals.).
 LW0509
 LW0509.The modeled gravity was interpolated from observed gravity values.
 LW0509
 LW0509;                    North         East    Units  Estimated Accuracy
 LW0509;SPC RI       -    52,180.      125,540.      MT  (+/- 180 meters Scaled)
 LW0509
 LW0509                          SUPERSEDED SURVEY CONTROL
 LW0509
 LW0509  NGVD 29 (??/??/92)    5.374  (m)           17.63   (f) ADJ UNCH    2 0
 LW0509
 LW0509.Superseded values are not recommended for survey control.
 LW0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0509.See file dsdata.txt to determine how the superseded data were derived.
 LW0509
 LW0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG170024(NAD 83)
 LW0509_MARKER: DD = SURVEY DISK
 LW0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0509_STAMPING: 510
 LW0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0509+STABILITY: SURFACE MOTION
 LW0509
 LW0509  HISTORY     - Date     Condition        Report By
 LW0509  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0509  HISTORY     - 1969     GOOD             NGS
 LW0509  HISTORY     - 1989     GOOD             USPSQD
 LW0509
 LW0509                          STATION DESCRIPTION
 LW0509
 LW0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0509'3.6 MI N FROM LITTLE COMPTON.
 LW0509'ABOUT 3.55 MILES NORTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION
 LW0509'OF MEETINGHOUSE LANE AT LITTLE COMPTON, 1.35 MILES SOUTH OF THE
 LW0509'JUNCTION OF STATE HIGHWAY 179 LEADING EAST, AT THE JUNCTION OF
 LW0509'A DRIVEWAY LEADING SOUTHEAST TO A HOUSE, 185 FEET EAST OF THE
 LW0509'JUNCTION OF POND BRIDGE ROAD LEADING WEST, 38 1/2 FEET SOUTHEAST
 LW0509'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTHWEST OF THE
 LW0509'CENTER LINE OF THE DRIVEWAY, 0.8 FOOT NORTHWEST OF THE WEST
 LW0509'CORNER OF A STONE MASONARY GATE POST, 1/2 FOOT ABOVE THE LEVEL
 LW0509'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW0509'10 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0509
 LW0509                          STATION RECOVERY (1989)
 LW0509
 LW0509'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0515 ***********************************************************************
 LW0515  DESIGNATION -  511
 LW0515  PID         -  LW0515
 LW0515  STATE/COUNTY-  RI/NEWPORT
 LW0515  USGS QUAD   -  TIVERTON (1975)
 LW0515
 LW0515                         *CURRENT SURVEY CONTROL
 LW0515  ___________________________________________________________________
 LW0515* NAD 83(1986)-  41 32 14.     (N)    071 11 53.     (W)     SCALED    
 LW0515* NAVD 88     -        27.402  (meters)      89.90   (feet)  ADJUSTED  
 LW0515  ___________________________________________________________________
 LW0515  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW0515  DYNAMIC HT  -          27.393 (meters)      89.87  (feet)  COMP
 LW0515  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 LW0515
 LW0515  VERT ORDER  -  SECOND    CLASS 0
 LW0515
 LW0515.The horizontal coordinates were scaled from a topographic map and have
 LW0515.an estimated accuracy of +/- 6 seconds.
 LW0515
 LW0515.The orthometric height was determined by differential leveling
 LW0515.and adjusted by the National Geodetic Survey in June 1991..
 LW0515
 LW0515.The geoid height was determined by GEOID03.
 LW0515
 LW0515.The dynamic height is computed by dividing the NAVD 88
 LW0515.geopotential number by the normal gravity value computed on the
 LW0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0515.degrees latitude (g = 980.6199 gals.).
 LW0515
 LW0515.The modeled gravity was interpolated from observed gravity values.
 LW0515
 LW0515;                    North         East    Units  Estimated Accuracy
 LW0515;SPC RI       -    50,450.      125,200.      MT  (+/- 180 meters Scaled)
 LW0515
 LW0515                          SUPERSEDED SURVEY CONTROL
 LW0515
 LW0515  NGVD 29 (??/??/92)   27.634  (m)           90.66   (f) ADJ UNCH    2 0
 LW0515
 LW0515.Superseded values are not recommended for survey control.
 LW0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0515.See file dsdata.txt to determine how the superseded data were derived.
 LW0515
 LW0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG166007(NAD 83)
 LW0515_MARKER: DD = SURVEY DISK
 LW0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0515_STAMPING: 511
 LW0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0515+STABILITY: SURFACE MOTION
 LW0515
 LW0515  HISTORY     - Date     Condition        Report By
 LW0515  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0515  HISTORY     - 1969     GOOD             NGS
 LW0515  HISTORY     - 1989     GOOD             USPSQD
 LW0515  HISTORY     - 20050808 GOOD             USPSQD
 LW0515
 LW0515                          STATION DESCRIPTION
 LW0515
 LW0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0515'2.4 MI N FROM LITTLE COMPTON.
 LW0515'ABOUT 2.35 MILES NORTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION
 LW0515'OF MEETINGHOUSE LANE AT LITTLE COMPTON, 0.1 MILE SOUTH OF THE
 LW0515'SOUTH JUNCTION OF WINDMILL HILL ROAD, AT THE NORTHWEST CORNER
 LW0515'OF A SMALL CEMETERY, 96 FEET NORTH OF THE CENTER LINE OF A
 LW0515'DRIVEWAY LEADING EAST TO A HOUSE, 23 FEET EAST OF THE CENTER LINE
 LW0515'OF THE HIGHWAY, 4.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 LW0515'A ROCK FENCE AROUND A CEMETERY, 1.8 FEET WEST OF THE WEST SIDE
 LW0515'OF A ROCK FENCE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LW0515'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 LW0515'GROUND.
 LW0515
 LW0515                          STATION RECOVERY (1989)
 LW0515
 LW0515'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0515'RECOVERED IN GOOD CONDITION.
 LW0515
 LW0515                          STATION RECOVERY (2005)
 LW0515
 LW0515'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0516 ***********************************************************************
 LW0516  DESIGNATION -  512
 LW0516  PID         -  LW0516
 LW0516  STATE/COUNTY-  RI/NEWPORT
 LW0516  USGS QUAD   -  TIVERTON (1975)
 LW0516
 LW0516                         *CURRENT SURVEY CONTROL
 LW0516  ___________________________________________________________________
 LW0516* NAD 83(1986)-  41 31 33.     (N)    071 11 37.     (W)     SCALED    
 LW0516* NAVD 88     -        38.529  (meters)     126.41   (feet)  ADJUSTED  
 LW0516  ___________________________________________________________________
 LW0516  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW0516  DYNAMIC HT  -          38.516 (meters)     126.36  (feet)  COMP
 LW0516  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 LW0516
 LW0516  VERT ORDER  -  SECOND    CLASS 0
 LW0516
 LW0516.The horizontal coordinates were scaled from a topographic map and have
 LW0516.an estimated accuracy of +/- 6 seconds.
 LW0516
 LW0516.The orthometric height was determined by differential leveling
 LW0516.and adjusted by the National Geodetic Survey in June 1991..
 LW0516
 LW0516.The geoid height was determined by GEOID03.
 LW0516
 LW0516.The dynamic height is computed by dividing the NAVD 88
 LW0516.geopotential number by the normal gravity value computed on the
 LW0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0516.degrees latitude (g = 980.6199 gals.).
 LW0516
 LW0516.The modeled gravity was interpolated from observed gravity values.
 LW0516
 LW0516;                    North         East    Units  Estimated Accuracy
 LW0516;SPC RI       -    49,190.      125,570.      MT  (+/- 180 meters Scaled)
 LW0516
 LW0516                          SUPERSEDED SURVEY CONTROL
 LW0516
 LW0516  NGVD 29 (??/??/92)   38.758  (m)          127.16   (f) ADJ UNCH    2 0
 LW0516
 LW0516.Superseded values are not recommended for survey control.
 LW0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0516.See file dsdata.txt to determine how the superseded data were derived.
 LW0516
 LW0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF169994(NAD 83)
 LW0516_MARKER: DD = SURVEY DISK
 LW0516_SETTING: 66 = SET IN ROCK OUTCROP
 LW0516_SP_SET: BEDROCK
 LW0516_STAMPING: 512
 LW0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0516+STABILITY: POSITION/ELEVATION WELL
 LW0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0516+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 LW0516
 LW0516  HISTORY     - Date     Condition        Report By
 LW0516  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0516  HISTORY     - 1969     GOOD             NGS
 LW0516  HISTORY     - 1989     GOOD             USPSQD
 LW0516  HISTORY     - 20050808 GOOD             USPSQD
 LW0516
 LW0516                          STATION DESCRIPTION
 LW0516
 LW0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0516'1.6 MI N FROM LITTLE COMPTON.
 LW0516'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION
 LW0516'OF MEETINGHOUSE LANE AT LITTLE COMPTON, 0.15 MILE SOUTH OF THE
 LW0516'JUNCTION OF PECKHAM ROAD LEADING EAST, SET ON THE TOP OF A
 LW0516'LARGE MASS OF EXPOSED BEDROCK, 32 FEET EAST OF THE CENTER LINE
 LW0516'OF THE HIGHWAY, 42 1/2 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 LW0516'DRIVEWAY, 16 FEET WEST OF THE WEST SIDE OF A ROCK FENCE, 24 FEET
 LW0516'SOUTHEAST OF POWER LINE POLE 94, AND 1 FOOT ABOVE THE LEVEL OF
 LW0516'THE HIGHWAY.
 LW0516
 LW0516                          STATION RECOVERY (1989)
 LW0516
 LW0516'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0516'RECOVERED IN GOOD CONDITION.
 LW0516
 LW0516                          STATION RECOVERY (2005)
 LW0516
 LW0516'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0517 ***********************************************************************
 LW0517  DESIGNATION -  513
 LW0517  PID         -  LW0517
 LW0517  STATE/COUNTY-  RI/NEWPORT
 LW0517  USGS QUAD   -  TIVERTON (1975)
 LW0517
 LW0517                         *CURRENT SURVEY CONTROL
 LW0517  ___________________________________________________________________
 LW0517* NAD 83(1986)-  41 30 46.     (N)    071 11 33.     (W)     SCALED    
 LW0517* NAVD 88     -        27.365  (meters)      89.78   (feet)  ADJUSTED  
 LW0517  ___________________________________________________________________
 LW0517  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW0517  DYNAMIC HT  -          27.356 (meters)      89.75  (feet)  COMP
 LW0517  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LW0517
 LW0517  VERT ORDER  -  SECOND    CLASS 0
 LW0517
 LW0517.The horizontal coordinates were scaled from a topographic map and have
 LW0517.an estimated accuracy of +/- 6 seconds.
 LW0517
 LW0517.The orthometric height was determined by differential leveling
 LW0517.and adjusted by the National Geodetic Survey in June 1991..
 LW0517
 LW0517.The geoid height was determined by GEOID03.
 LW0517
 LW0517.The dynamic height is computed by dividing the NAVD 88
 LW0517.geopotential number by the normal gravity value computed on the
 LW0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0517.degrees latitude (g = 980.6199 gals.).
 LW0517
 LW0517.The modeled gravity was interpolated from observed gravity values.
 LW0517
 LW0517;                    North         East    Units  Estimated Accuracy
 LW0517;SPC RI       -    47,740.      125,670.      MT  (+/- 180 meters Scaled)
 LW0517
 LW0517                          SUPERSEDED SURVEY CONTROL
 LW0517
 LW0517  NGVD 29 (??/??/92)   27.592  (m)           90.52   (f) ADJ UNCH    2 0
 LW0517
 LW0517.Superseded values are not recommended for survey control.
 LW0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0517.See file dsdata.txt to determine how the superseded data were derived.
 LW0517
 LW0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF170980(NAD 83)
 LW0517_MARKER: DD = SURVEY DISK
 LW0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0517_STAMPING: 513
 LW0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0517+STABILITY: SURFACE MOTION
 LW0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0517+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 LW0517
 LW0517  HISTORY     - Date     Condition        Report By
 LW0517  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0517  HISTORY     - 1969     GOOD             NGS
 LW0517  HISTORY     - 1989     GOOD             USPSQD
 LW0517  HISTORY     - 20050808 GOOD             USPSQD
 LW0517
 LW0517                          STATION DESCRIPTION
 LW0517
 LW0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0517'0.6 MI N FROM LITTLE COMPTON.
 LW0517'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION
 LW0517'OF MEETINGHOUSE LANE AT LITTLE COMPTON, AT THE JUNCTION OF A
 LW0517'PRIVATE DRIVEWAY LEADING WEST (INDIAN HILL ROAD), 43 FEET WEST
 LW0517'OF THE CENTER LINE OF THE HIGHWAY, 20 1/2 FEET NORTH OF THE CENTER
 LW0517'LINE OF THE DRIVEWAY, 7 FEET NORTHWEST OF THE WEST END OF THE
 LW0517'NORTH CONCRETE HEAD WALL FOR A 12-INCH PIPE CULVERT UNDER THE
 LW0517'PRIVATE DRIVEWAY, 2 FEET EAST OF THE EAST SIDE OF A STONE FENCE,
 LW0517'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF
 LW0517'A CONCRETE POST PROJECTING 10 INCHES ABOVE THE LEVEL OF THE
 LW0517'GROUND.
 LW0517
 LW0517                          STATION RECOVERY (1989)
 LW0517
 LW0517'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0517'RECOVERED IN GOOD CONDITION.
 LW0517
 LW0517                          STATION RECOVERY (2005)
 LW0517
 LW0517'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0517'THE 1969 DISCRIPTION IS CORRECT EXCEPT WITH RESPECT TO THE CULVERT.
 LW0517'THE MARKER IS 18 FEET WEST OF THE NORTH END OF THE CULVERT.  THERE IS
 LW0517'NO HEAD WALL.
 LW0517' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0595 ***********************************************************************
 LW0595  DESIGNATION -  515
 LW0595  PID         -  LW0595
 LW0595  STATE/COUNTY-  RI/NEWPORT
 LW0595  USGS QUAD   -  SAKONNET POINT (1970)
 LW0595
 LW0595                         *CURRENT SURVEY CONTROL
 LW0595  ___________________________________________________________________
 LW0595* NAD 83(1986)-  41 29 53.     (N)    071 11 16.     (W)     SCALED    
 LW0595* NAVD 88     -        21.474  (meters)      70.45   (feet)  ADJUSTED  
 LW0595  ___________________________________________________________________
 LW0595  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW0595  DYNAMIC HT  -          21.467 (meters)      70.43  (feet)  COMP
 LW0595  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 LW0595
 LW0595  VERT ORDER  -  SECOND    CLASS 0
 LW0595
 LW0595.The horizontal coordinates were scaled from a topographic map and have
 LW0595.an estimated accuracy of +/- 6 seconds.
 LW0595
 LW0595.The orthometric height was determined by differential leveling
 LW0595.and adjusted by the National Geodetic Survey in June 1991..
 LW0595.WARNING-Repeat measurements at this control monument indicate possible
 LW0595.vertical movement.
 LW0595
 LW0595.The geoid height was determined by GEOID03.
 LW0595
 LW0595.The dynamic height is computed by dividing the NAVD 88
 LW0595.geopotential number by the normal gravity value computed on the
 LW0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0595.degrees latitude (g = 980.6199 gals.).
 LW0595
 LW0595.The modeled gravity was interpolated from observed gravity values.
 LW0595
 LW0595;                    North         East    Units  Estimated Accuracy
 LW0595;SPC RI       -    46,110.      126,070.      MT  (+/- 180 meters Scaled)
 LW0595
 LW0595                          SUPERSEDED SURVEY CONTROL
 LW0595
 LW0595  NGVD 29 (??/??/92)   21.699  (m)           71.19   (f) ADJ UNCH    2 0
 LW0595
 LW0595.Superseded values are not recommended for survey control.
 LW0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0595.See file dsdata.txt to determine how the superseded data were derived.
 LW0595
 LW0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF173963(NAD 83)
 LW0595_MARKER: DD = SURVEY DISK
 LW0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0595_STAMPING: 515
 LW0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0595+STABILITY: SURFACE MOTION
 LW0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0595+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2005
 LW0595
 LW0595  HISTORY     - Date     Condition        Report By
 LW0595  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0595  HISTORY     - 1969     GOOD             NGS
 LW0595  HISTORY     - 1989     GOOD             USPSQD
 LW0595  HISTORY     - 20051028 GOOD             USPSQD
 LW0595
 LW0595                          STATION DESCRIPTION
 LW0595
 LW0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0595'0.6 MI S FROM LITTLE COMPTON.
 LW0595'0.65 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 LW0595'MEETINGHOUSE LANE ROAD AT LITTLE COMPTON, AT THE SOUTHWEST JUNCTION
 LW0595'OF THE OLD HIGHWAY AND STATE HIGHWAY 77, NEAR THE JUNCTION OF
 LW0595'TAYLORS LANE, 146 FEET SOUTHEAST OF AND ACROSS THE OLD HIGHWAY
 LW0595'FROM THE CENTER LINE OF THE HIGHWAY, 50 FEET SOUTHWEST OF AND
 LW0595'ACROSS THE OLD HIGHWAY FROM POWER LINE POLE 2792, 28 FEET SOUTH
 LW0595'OF THE CENTER LINE OF THE OLD HIGHWAY, 1.5 FEET NORTH OF THE
 LW0595'NORTH SIDE OF A STONE FENCE, ABOUT LEVEL WITH THE HIGHWAY AND
 LW0595'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 FEET ABOVE
 LW0595'THE LEVEL OF THE GROUND.  NOTE-- THE 1969 LEVELING INDICATES THAT
 LW0595'THE MARK HAS RAISED ABOUT 17 CENTIMETERS.  PROBABLY THE MARK HAS
 LW0595'BEEN RESET AS THE PRESETN MEASUREMENTS DOES NOT AGREE WITH THE
 LW0595'PREVIOUS MEASUREMENTS.
 LW0595
 LW0595                          STATION RECOVERY (1989)
 LW0595
 LW0595'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0595'RECOVERED IN GOOD CONDITION.
 LW0595
 LW0595                          STATION RECOVERY (2005)
 LW0595
 LW0595'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAP)
 LW0595'0.65 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 LW0595'MEETINGHOUSE LANE AT LITTLE COMPTON, NEAR THE JUNCTON OF TAYLORS LANE
 LW0595'LEADING TO THE WEST,
 LW0595'ON THE EAST SIDE OF HIGHWAY 77,
 LW0595'28 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY,
 LW0595'146 FEET SOUTHEAST OF AND ACROSS THE OLD HIGHWAY FROM POWER LINE POLE
 LW0595'279,
 LW0595'1.5 FEET NORTH OF THE NORTH SIDE OF A STONE FENCE,
 LW0595'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW0595'PROJECTING 1.2 FEET ABOVE THE LEVEL OF THE GROUND.
 LW0595'COORDINATES BY GSP ARE 41 29 53.9 (N)  AND 071 11 13.4 (W)
 LW0595' 
 LW0595' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0596 ***********************************************************************
 LW0596  DESIGNATION -  516
 LW0596  PID         -  LW0596
 LW0596  STATE/COUNTY-  RI/NEWPORT
 LW0596  USGS QUAD   -  SAKONNET POINT (1970)
 LW0596
 LW0596                         *CURRENT SURVEY CONTROL
 LW0596  ___________________________________________________________________
 LW0596* NAD 83(1986)-  41 29 15.     (N)    071 10 55.     (W)     SCALED    
 LW0596* NAVD 88     -        12.774  (meters)      41.91   (feet)  ADJUSTED  
 LW0596  ___________________________________________________________________
 LW0596  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW0596  DYNAMIC HT  -          12.770 (meters)      41.90  (feet)  COMP
 LW0596  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 LW0596
 LW0596  VERT ORDER  -  SECOND    CLASS 0
 LW0596
 LW0596.The horizontal coordinates were scaled from a topographic map and have
 LW0596.an estimated accuracy of +/- 6 seconds.
 LW0596
 LW0596.The orthometric height was determined by differential leveling
 LW0596.and adjusted by the National Geodetic Survey in June 1991..
 LW0596
 LW0596.The geoid height was determined by GEOID03.
 LW0596
 LW0596.The dynamic height is computed by dividing the NAVD 88
 LW0596.geopotential number by the normal gravity value computed on the
 LW0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0596.degrees latitude (g = 980.6199 gals.).
 LW0596
 LW0596.The modeled gravity was interpolated from observed gravity values.
 LW0596
 LW0596;                    North         East    Units  Estimated Accuracy
 LW0596;SPC RI       -    44,940.      126,560.      MT  (+/- 180 meters Scaled)
 LW0596
 LW0596                          SUPERSEDED SURVEY CONTROL
 LW0596
 LW0596  NGVD 29 (??/??/92)   12.999  (m)           42.65   (f) ADJ UNCH    2 0
 LW0596
 LW0596.Superseded values are not recommended for survey control.
 LW0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0596.See file dsdata.txt to determine how the superseded data were derived.
 LW0596
 LW0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF178951(NAD 83)
 LW0596_MARKER: DD = SURVEY DISK
 LW0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0596_STAMPING: 516
 LW0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0596+STABILITY: SURFACE MOTION
 LW0596
 LW0596  HISTORY     - Date     Condition        Report By
 LW0596  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0596  HISTORY     - 1969     GOOD             NGS
 LW0596  HISTORY     - 1989     GOOD             USPSQD
 LW0596  HISTORY     - 20051028 MARK NOT FOUND   USPSQD
 LW0596
 LW0596                          STATION DESCRIPTION
 LW0596
 LW0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0596'1.4 MI S FROM LITTLE COMPTON.
 LW0596'1.45 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 LW0596'MEETINGHOUSE LANE AT LITTLE COMPTON, ON THE INSIDE OF A CURVE,
 LW0596'127 1/2 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A
 LW0596'DRIVEWAY LEADING WEST BETWEEN TWO LARGE TWO-STORIED HOMES, 24
 LW0596'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST
 LW0596'OF THE WEST CORNER OF A STONE FENCE, ABOUT LEVEL WITH THE HIGHWAY
 LW0596'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 LW0596'THE LEVEL OF THE GROUND.
 LW0596
 LW0596                          STATION RECOVERY (1989)
 LW0596
 LW0596'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0596'RECOVERED IN GOOD CONDITION.
 LW0596
 LW0596                          STATION RECOVERY (2005)
 LW0596
 LW0596'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAP)
 LW0596'THERE IS A NEW DRIVEWAY AT THE INDICATED LOCATION AND THE STATION MAY
 LW0596'HAVE BEEN REMOVED OR PAVED OVER.
 LW0596' 
 LW0596' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0616 ***********************************************************************
 LW0616  DESIGNATION -  517
 LW0616  PID         -  LW0616
 LW0616  STATE/COUNTY-  RI/NEWPORT
 LW0616  USGS QUAD   -  SAKONNET POINT (1970)
 LW0616
 LW0616                         *CURRENT SURVEY CONTROL
 LW0616  ___________________________________________________________________
 LW0616* NAD 83(1986)-  41 28 28.     (N)    071 10 41.     (W)     SCALED    
 LW0616* NAVD 88     -         8.890  (meters)      29.17   (feet)  ADJUSTED  
 LW0616  ___________________________________________________________________
 LW0616  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW0616  DYNAMIC HT  -           8.887 (meters)      29.16  (feet)  COMP
 LW0616  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 LW0616
 LW0616  VERT ORDER  -  SECOND    CLASS 0
 LW0616
 LW0616.The horizontal coordinates were scaled from a topographic map and have
 LW0616.an estimated accuracy of +/- 6 seconds.
 LW0616
 LW0616.The orthometric height was determined by differential leveling
 LW0616.and adjusted by the National Geodetic Survey in June 1991..
 LW0616
 LW0616.The geoid height was determined by GEOID03.
 LW0616
 LW0616.The dynamic height is computed by dividing the NAVD 88
 LW0616.geopotential number by the normal gravity value computed on the
 LW0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0616.degrees latitude (g = 980.6199 gals.).
 LW0616
 LW0616.The modeled gravity was interpolated from observed gravity values.
 LW0616
 LW0616;                    North         East    Units  Estimated Accuracy
 LW0616;SPC RI       -    43,490.      126,890.      MT  (+/- 180 meters Scaled)
 LW0616
 LW0616                          SUPERSEDED SURVEY CONTROL
 LW0616
 LW0616  NGVD 29 (??/??/92)    9.115  (m)           29.90   (f) ADJ UNCH    2 0
 LW0616
 LW0616.Superseded values are not recommended for survey control.
 LW0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0616.See file dsdata.txt to determine how the superseded data were derived.
 LW0616
 LW0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF181937(NAD 83)
 LW0616_MARKER: DD = SURVEY DISK
 LW0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0616_STAMPING: 517
 LW0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0616+STABILITY: SURFACE MOTION
 LW0616
 LW0616  HISTORY     - Date     Condition        Report By
 LW0616  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0616  HISTORY     - 1969     GOOD             NGS
 LW0616  HISTORY     - 1989     GOOD             USPSQD
 LW0616
 LW0616                          STATION DESCRIPTION
 LW0616
 LW0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0616'1.4 MI NE FROM SAKONNET POINT.
 LW0616'1.4 MILES NORTHEAST ALONG STATE HIGHWAY 77 FROM WHERE THE
 LW0616'HIGHWAYS ENDS AT SAKONNET POINT, ABOUT 1.2 MILE NORTHEAST OF THE
 LW0616'SAKONNET POINT YATCH CLUB BUILDING, 0.15 MILE SOUTHWEST OF THE
 LW0616'Y JUNCTION FORMED BY THE HIGHWAY AND WARREN POINT ROAD LEADING
 LW0616'SOUTH, 16.1 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25
 LW0616'FEET WEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 LW0616'GRAVELED DRIVEWAY LEADING EAST, AT THE T JUNCTION IN A STONE
 LW0616'FENCE, 46 1/2 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER
 LW0616'LINE POLE NO. 375, IN LINE WITH THE CENTER OF THE STONE FENCE
 LW0616'LEADING NORTHWEST FROM THE SOUTHWEST-NORTHEAST STONE FENCE, 1.3
 LW0616'FEET SOUTHEAST OF THE SOUTHEAST FACE OF THE SOUTHWEST-NORTHEAST
 LW0616'STONE FENCE, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 LW0616'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 LW0616'LEVEL OF THE GROUND.  NOTE-- THE MARK MAY BE REACHED BY GOING
 LW0616'2.45 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 LW0616'MEETINGHOUSE LANE AT LITTLE COMPTON.
 LW0616
 LW0616                          STATION RECOVERY (1989)
 LW0616
 LW0616'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0618 ***********************************************************************
 LW0618  DESIGNATION -  518
 LW0618  PID         -  LW0618
 LW0618  STATE/COUNTY-  RI/NEWPORT
 LW0618  USGS QUAD   -  SAKONNET POINT (1970)
 LW0618
 LW0618                         *CURRENT SURVEY CONTROL
 LW0618  ___________________________________________________________________
 LW0618* NAD 83(1986)-  41 27 56.     (N)    071 11 25.     (W)     SCALED    
 LW0618* NAVD 88     -         4.479  (meters)      14.69   (feet)  ADJUSTED  
 LW0618  ___________________________________________________________________
 LW0618  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW0618  DYNAMIC HT  -           4.477 (meters)      14.69  (feet)  COMP
 LW0618  MODELED GRAV-     980,293.0   (mgal)                       NAVD 88
 LW0618
 LW0618  VERT ORDER  -  SECOND    CLASS 0
 LW0618
 LW0618.The horizontal coordinates were scaled from a topographic map and have
 LW0618.an estimated accuracy of +/- 6 seconds.
 LW0618
 LW0618.The orthometric height was determined by differential leveling
 LW0618.and adjusted by the National Geodetic Survey in June 1991..
 LW0618
 LW0618.The geoid height was determined by GEOID03.
 LW0618
 LW0618.The dynamic height is computed by dividing the NAVD 88
 LW0618.geopotential number by the normal gravity value computed on the
 LW0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0618.degrees latitude (g = 980.6199 gals.).
 LW0618
 LW0618.The modeled gravity was interpolated from observed gravity values.
 LW0618
 LW0618;                    North         East    Units  Estimated Accuracy
 LW0618;SPC RI       -    42,500.      125,870.      MT  (+/- 180 meters Scaled)
 LW0618
 LW0618                          SUPERSEDED SURVEY CONTROL
 LW0618
 LW0618  NGVD 29 (??/??/92)    4.704  (m)           15.43   (f) ADJ UNCH    2 0
 LW0618
 LW0618.Superseded values are not recommended for survey control.
 LW0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0618.See file dsdata.txt to determine how the superseded data were derived.
 LW0618
 LW0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF170927(NAD 83)
 LW0618_MARKER: DD = SURVEY DISK
 LW0618_SETTING: 66 = SET IN ROCK OUTCROP
 LW0618_SP_SET: BEDROCK
 LW0618_STAMPING: 518
 LW0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0618+STABILITY: POSITION/ELEVATION WELL
 LW0618
 LW0618  HISTORY     - Date     Condition        Report By
 LW0618  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0618  HISTORY     - 1969     GOOD             NGS
 LW0618  HISTORY     - 1989     GOOD             USPSQD
 LW0618
 LW0618                          STATION DESCRIPTION
 LW0618
 LW0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0618'AT SAKONNET POINT.
 LW0618'AT SAKONNET POINT, ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY
 LW0618'77 FROM WHERE IT ENDS AT SAKONNET POINT, 0.15 MILE NORTHEAST OF
 LW0618'THE SAKONNET YATCH CLUB BUILDING, SET ON THE TOP AND 1 FOOT
 LW0618'SOUTH OF THE NORTH EDGE OF A 27-BY-9 FOOT MASS OF BEDROCK WHICH
 LW0618'PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND, 29.4 FEET SOUTH
 LW0618'OF THE CENTER LINE OF THE HIGHWAY, 9.3 FEET NORTH OF THE
 LW0618'NORTHEAST CORNER OF A SMALL HOUSE, 32 FEET SOUTHEAST OF POWER
 LW0618'LINE POLE 425, 31.3 FEET NORTH OF THE CENTER OF A STEEL COVER
 LW0618'FOR AN UNDERGROUND CISTERN, 5 FEET SOUTH OF A STONE FENCE AND
 LW0618'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK
 LW0618'COULD BE USED IN TIDAL MARKS GROUP RHODE ISLAND -1 SAKONNET
 LW0618'RIVER ENTRANCE AS IT IS LOCATED ONLY TWO INST.  SETUP FROM TIDAL
 LW0618'MARK NO. 1 OF THE ABOVE TIDAL LIST.
 LW0618
 LW0618                          STATION RECOVERY (1989)
 LW0618
 LW0618'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0585 ***********************************************************************
 LW0585  DESIGNATION -  522
 LW0585  PID         -  LW0585
 LW0585  STATE/COUNTY-  RI/NEWPORT
 LW0585  USGS QUAD   -  NEWPORT (1975)
 LW0585
 LW0585                         *CURRENT SURVEY CONTROL
 LW0585  ___________________________________________________________________
 LW0585* NAD 83(1986)-  41 29 23.     (N)    071 17 04.     (W)     SCALED    
 LW0585* NAVD 88     -         2.849  (meters)       9.35   (feet)  ADJUSTED  
 LW0585  ___________________________________________________________________
 LW0585  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW0585  DYNAMIC HT  -           2.848 (meters)       9.34  (feet)  COMP
 LW0585  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 LW0585
 LW0585  VERT ORDER  -  SECOND    CLASS 0
 LW0585
 LW0585.The horizontal coordinates were scaled from a topographic map and have
 LW0585.an estimated accuracy of +/- 6 seconds.
 LW0585
 LW0585.The orthometric height was determined by differential leveling
 LW0585.and adjusted by the National Geodetic Survey in June 1991..
 LW0585
 LW0585.The geoid height was determined by GEOID03.
 LW0585
 LW0585.The dynamic height is computed by dividing the NAVD 88
 LW0585.geopotential number by the normal gravity value computed on the
 LW0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0585.degrees latitude (g = 980.6199 gals.).
 LW0585
 LW0585.The modeled gravity was interpolated from observed gravity values.
 LW0585
 LW0585;                    North         East    Units  Estimated Accuracy
 LW0585;SPC RI       -    45,160.      118,000.      MT  (+/- 180 meters Scaled)
 LW0585
 LW0585                          SUPERSEDED SURVEY CONTROL
 LW0585
 LW0585  NGVD 29 (??/??/92)    3.136  (m)           10.29   (f) ADJ UNCH    2 0
 LW0585
 LW0585.Superseded values are not recommended for survey control.
 LW0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0585.See file dsdata.txt to determine how the superseded data were derived.
 LW0585
 LW0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF092956(NAD 83)
 LW0585_MARKER: DD = SURVEY DISK
 LW0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0585+STABILITY: SURFACE MOTION
 LW0585
 LW0585  HISTORY     - Date     Condition        Report By
 LW0585  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0585  HISTORY     - 1969     GOOD             NGS
 LW0585
 LW0585                          STATION DESCRIPTION
 LW0585
 LW0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0585'2 MI E FROM NEWPORT.
 LW0585'2.0 MILES EAST ALONG BATH ROAD FROM THE POST OFFICE AT NEWPORT,
 LW0585'AT MIDDLETOWN, AT THE INTERSECTION OF PARADISE AVENUE, IN
 LW0585'THE TRIANGLE AT THE INTERSECTION, 27 FEET SOUTH OF THE CENTER
 LW0585'LINE OF BATH ROAD, 22 FEET NORTHEAST OF THE CENTER LINE OF AVENUE,
 LW0585'3.5 FEET EAST OF A POLE IN THE WEST POINT OF THE TRIANGLE, AND
 LW0585'1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STATE
 LW0585'BROAD OF PUBLIC ROADS STANDARD DISK, AND SET IN THE TOP OF A
 LW0585'CONCRETE POST.  NOTE-- SEARCHED FOR BUT NOT RECOVERED THIS
 LW0585'DATE.  THE TRIANGLE MENTIONED IN THE DESCRIPTION IS NOW A PAVED
 LW0585'AREA.  MARK COVERED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1852 ***********************************************************************
 LW1852  DESIGNATION -  53
 LW1852  PID         -  LW1852
 LW1852  STATE/COUNTY-  RI/PROVIDENCE
 LW1852  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1852
 LW1852                         *CURRENT SURVEY CONTROL
 LW1852  ___________________________________________________________________
 LW1852* NAD 83(1986)-  41 58 47.     (N)    071 36 54.     (W)     SCALED    
 LW1852* NAVD 88     -        81.218  (meters)     266.46   (feet)  ADJUSTED  
 LW1852  ___________________________________________________________________
 LW1852  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LW1852  DYNAMIC HT  -          81.191 (meters)     266.37  (feet)  COMP
 LW1852  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 LW1852
 LW1852  VERT ORDER  -  SECOND    CLASS II
 LW1852
 LW1852.The horizontal coordinates were scaled from a topographic map and have
 LW1852.an estimated accuracy of +/- 6 seconds.
 LW1852
 LW1852.The orthometric height was determined by differential leveling
 LW1852.and adjusted by the National Geodetic Survey in June 1991..
 LW1852
 LW1852.The geoid height was determined by GEOID03.
 LW1852
 LW1852.The dynamic height is computed by dividing the NAVD 88
 LW1852.geopotential number by the normal gravity value computed on the
 LW1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1852.degrees latitude (g = 980.6199 gals.).
 LW1852
 LW1852.The modeled gravity was interpolated from observed gravity values.
 LW1852
 LW1852;                    North         East    Units  Estimated Accuracy
 LW1852;SPC RI       -    99,560.       90,470.      MT  (+/- 180 meters Scaled)
 LW1852
 LW1852                          SUPERSEDED SURVEY CONTROL
 LW1852
 LW1852.No superseded survey control is available for this station.
 LW1852
 LW1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG833508(NAD 83)
 LW1852_MARKER: DB = BENCH MARK DISK
 LW1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1852_SP_SET: CONCRETE POST
 LW1852_STAMPING: 53
 LW1852_MARK LOGO: RIBPR 
 LW1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1852+STABILITY: SURFACE MOTION
 LW1852
 LW1852  HISTORY     - Date     Condition        Report By
 LW1852  HISTORY     - 1986     MONUMENTED       RIGS
 LW1852
 LW1852                          STATION DESCRIPTION
 LW1852
 LW1852'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1852'3.3 KM (2.1 MI) SW FROM SLATERSVILLE CENTER.
 LW1852'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 102
 LW1852'WHICH IS ABOUT 3.7 KM (2.3 MI) SOUTHWEST OF SLATERSVILLE,  GO
 LW1852'SOUTHEAST FOR 0.3 KM (0.2 MI) ON HIGHWAY 7 TO THE STATION ON THE LEFT
 LW1852'AT THE INTERSECTION OF VICTORY HIGHWAY.  THE STATION IS A STANDARD
 LW1852'RIBPR DISK SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 LW1852'SIDEWALK.  LOCATED 9.1 METERS (30.1 FT) EAST OF THE CENTERLINE OF
 LW1852'STATE HIGHWAY 7, 6.3 METERS (20.7 FT) NORTH OF THE CENTERLINE OF
 LW1852'VICTORY HIGHWAY, 4.1 METERS (13.4 FT) SOUTH OF THE SOUTHWEST CORNER
 LW1852'OF A GRANITE WW2 MEMORIAL MONUMENT, AND ABOUT 0.5 FT ABOVE THE LEVEL
 LW1852'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0525 ***********************************************************************
 LW0525  DESIGNATION -  537
 LW0525  PID         -  LW0525
 LW0525  STATE/COUNTY-  RI/NEWPORT
 LW0525  USGS QUAD   -  FALL RIVER (1979)
 LW0525
 LW0525                         *CURRENT SURVEY CONTROL
 LW0525  ___________________________________________________________________
 LW0525* NAD 83(1986)-  41 39 51.     (N)    071 09 14.     (W)     SCALED    
 LW0525* NAVD 88     -        74.536  (meters)     244.54   (feet)  ADJUSTED  
 LW0525  ___________________________________________________________________
 LW0525  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW0525  DYNAMIC HT  -          74.511 (meters)     244.46  (feet)  COMP
 LW0525  MODELED GRAV-     980,292.4   (mgal)                       NAVD 88
 LW0525
 LW0525  VERT ORDER  -  SECOND    CLASS 0
 LW0525
 LW0525.The horizontal coordinates were scaled from a topographic map and have
 LW0525.an estimated accuracy of +/- 6 seconds.
 LW0525
 LW0525.The orthometric height was determined by differential leveling
 LW0525.and adjusted by the National Geodetic Survey in June 1991..
 LW0525
 LW0525.The geoid height was determined by GEOID03.
 LW0525
 LW0525.The dynamic height is computed by dividing the NAVD 88
 LW0525.geopotential number by the normal gravity value computed on the
 LW0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0525.degrees latitude (g = 980.6199 gals.).
 LW0525
 LW0525.The modeled gravity was interpolated from observed gravity values.
 LW0525
 LW0525;                    North         East    Units  Estimated Accuracy
 LW0525;SPC RI       -    64,570.      128,830.      MT  (+/- 180 meters Scaled)
 LW0525
 LW0525                          SUPERSEDED SURVEY CONTROL
 LW0525
 LW0525  NGVD 29 (??/??/92)   74.792  (m)          245.38   (f) ADJ UNCH    2 0
 LW0525
 LW0525.Superseded values are not recommended for survey control.
 LW0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0525.See file dsdata.txt to determine how the superseded data were derived.
 LW0525
 LW0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG206147(NAD 83)
 LW0525_MARKER: DD = SURVEY DISK
 LW0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0525_STAMPING: 537
 LW0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0525+STABILITY: SURFACE MOTION
 LW0525
 LW0525  HISTORY     - Date     Condition        Report By
 LW0525  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0525  HISTORY     - 1969     GOOD             NGS
 LW0525
 LW0525                          STATION DESCRIPTION
 LW0525
 LW0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0525'4 MI NE FROM TIVERTON.
 LW0525'ABOUT 3.35 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE EAST
 LW0525'END OF THE BRIDGE OVER THE SAKONNET RIVER AT TIVERTON, THENCE 0.55
 LW0525'MILE SOUTHEAST ALONG EXIT ROAD TO STAFFORD ROAD, THENCE 0.15
 LW0525'MILE NORTH ALONG STAFFORD ROAD (STATE HIGHWAY 81), 0.15 MILE
 LW0525'SOUTH ALONG STAFFORD ROAD FROM THE SOUTHWEST CORNER OF THE NOTRE
 LW0525'DAME CEMETERY IN MASSACHUSETTS, NEAR THE RHODE ISLAND-MASSACHUSSETS
 LW0525'STATE LINE, AT THE JUNCTION OF HANCOCK STREET, 20 FEET WEST OF THE
 LW0525'CENTER LINE OF STAFFORD ROAD, 17.5 FEET NORTHEAST OF THE NORTHEAST
 LW0525'CORNER OF A TWO STORIED RESIDENCE, 9 FEET SOUTH OF THE CENTER
 LW0525'LINE OF A DRIVEWAY LEADING WEST, 4.6 FEET WEST OF A POWER LINE
 LW0525'POLE, ONE INCH ABOVE THE LEVEL OF THE SIDEWALK AND SET IN THE TOP
 LW0525'OF A CONCRETE POST WHICH THE SIDEWALK HAS BEEN POURED AROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1853 ***********************************************************************
 LW1853  DESIGNATION -  54
 LW1853  PID         -  LW1853
 LW1853  STATE/COUNTY-  RI/PROVIDENCE
 LW1853  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1853
 LW1853                         *CURRENT SURVEY CONTROL
 LW1853  ___________________________________________________________________
 LW1853* NAD 83(1986)-  41 58 37.     (N)    071 36 54.     (W)     SCALED    
 LW1853* NAVD 88     -        83.915  (meters)     275.31   (feet)  ADJUSTED  
 LW1853  ___________________________________________________________________
 LW1853  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LW1853  DYNAMIC HT  -          83.888 (meters)     275.22  (feet)  COMP
 LW1853  MODELED GRAV-     980,291.1   (mgal)                       NAVD 88
 LW1853
 LW1853  VERT ORDER  -  SECOND    CLASS II
 LW1853
 LW1853.The horizontal coordinates were scaled from a topographic map and have
 LW1853.an estimated accuracy of +/- 6 seconds.
 LW1853
 LW1853.The orthometric height was determined by differential leveling
 LW1853.and adjusted by the National Geodetic Survey in June 1991..
 LW1853
 LW1853.The geoid height was determined by GEOID03.
 LW1853
 LW1853.The dynamic height is computed by dividing the NAVD 88
 LW1853.geopotential number by the normal gravity value computed on the
 LW1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1853.degrees latitude (g = 980.6199 gals.).
 LW1853
 LW1853.The modeled gravity was interpolated from observed gravity values.
 LW1853
 LW1853;                    North         East    Units  Estimated Accuracy
 LW1853;SPC RI       -    99,250.       90,470.      MT  (+/- 180 meters Scaled)
 LW1853
 LW1853                          SUPERSEDED SURVEY CONTROL
 LW1853
 LW1853.No superseded survey control is available for this station.
 LW1853
 LW1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG833505(NAD 83)
 LW1853_MARKER: DB = BENCH MARK DISK
 LW1853_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1853_SP_SET: PARAPET WALL
 LW1853_STAMPING: 54
 LW1853_MARK LOGO: RIBPR 
 LW1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1853+STABILITY: SURFACE MOTION
 LW1853
 LW1853  HISTORY     - Date     Condition        Report By
 LW1853  HISTORY     - 1986     MONUMENTED       RIGS
 LW1853
 LW1853                          STATION DESCRIPTION
 LW1853
 LW1853'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1853'3.3 KM (2.1 MI) SW FROM SLATERSVILLE CENTER.
 LW1853'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 102,
 LW1853'WHICH IS ABOUT 3.7 KM (2.3 MI) SOUTHWEST OF SLATERSVILLE, GO
 LW1853'SOUTHEAST FOR 0.5 KM (0.3 MI) ON HIGHWAY 7 TO THE STATION ON THE
 LW1853'RIGHT, SET IN THE PARAPET WALL AT THE WEST END OF THE SOUTH ABUTMENT
 LW1853'OF THE NASONVILLE STONE ARCH BRIDGE OVER THE BRANCH RIVER, 5.8 METERS
 LW1853'(19.3 FT) SOUTH SOUTH-EAST FROM THE CENTERLINE OF THE BRIDGE, AND
 LW1853'ABOUT 0.8 FEET ABOVE THE LEVEL OF THE HIGHWAY.  DESCRIBED BY JCS AND
 LW1853'AJM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1466 ***********************************************************************
 LW1466  DESIGNATION -  544
 LW1466  PID         -  LW1466
 LW1466  STATE/COUNTY-  RI/PROVIDENCE
 LW1466  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1466
 LW1466                         *CURRENT SURVEY CONTROL
 LW1466  ___________________________________________________________________
 LW1466* NAD 83(1986)-  41 54 13.     (N)    071 32 11.     (W)     SCALED    
 LW1466* NAVD 88     -        87.055  (meters)     285.61   (feet)  ADJUSTED  
 LW1466  ___________________________________________________________________
 LW1466  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW1466  DYNAMIC HT  -          87.026 (meters)     285.52  (feet)  COMP
 LW1466  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 LW1466
 LW1466  VERT ORDER  -  SECOND    CLASS 0
 LW1466
 LW1466.The horizontal coordinates were scaled from a topographic map and have
 LW1466.an estimated accuracy of +/- 6 seconds.
 LW1466
 LW1466.The orthometric height was determined by differential leveling
 LW1466.and adjusted by the National Geodetic Survey in June 1991..
 LW1466
 LW1466.The geoid height was determined by GEOID03.
 LW1466
 LW1466.The dynamic height is computed by dividing the NAVD 88
 LW1466.geopotential number by the normal gravity value computed on the
 LW1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1466.degrees latitude (g = 980.6199 gals.).
 LW1466
 LW1466.The modeled gravity was interpolated from observed gravity values.
 LW1466
 LW1466;                    North         East    Units  Estimated Accuracy
 LW1466;SPC RI       -    91,100.       96,980.      MT  (+/- 180 meters Scaled)
 LW1466
 LW1466                          SUPERSEDED SURVEY CONTROL
 LW1466
 LW1466  NGVD 29 (??/??/92)   87.298  (m)          286.41   (f) ADJ UNCH    2 0
 LW1466
 LW1466.Superseded values are not recommended for survey control.
 LW1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1466.See file dsdata.txt to determine how the superseded data were derived.
 LW1466
 LW1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG896421(NAD 83)
 LW1466_MARKER: DD = SURVEY DISK
 LW1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1466_STAMPING: 544
 LW1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1466+STABILITY: SURFACE MOTION
 LW1466
 LW1466  HISTORY     - Date     Condition        Report By
 LW1466  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1466  HISTORY     - 1969     GOOD             NGS
 LW1466
 LW1466                          STATION DESCRIPTION
 LW1466
 LW1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1466'1.6 MI NW FROM GEORGIAVILLE.
 LW1466'ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM THE
 LW1466'GEORGIAVILLE BAPTIST CHURCH AT GEORGIAVILLE, AT THE SOUTH JUNCTION
 LW1466'OF STATE HIGHWAYS 5, 104 AND 116, 98 FEET WEST OF THE CENTER
 LW1466'LINE OF THE HIGHWAYS LEADING NORTH, 53 FEET NORTH OF THE CENTER
 LW1466'LINE OF HIGHWAYS 5 AND 116 LEADING TO THE WEST, 2 1/2 FEET
 LW1466'SOUTHEAST OF THE SOUTHEAST FACE OF AN OLD STONE FENCE, 2 1/2 FEET
 LW1466'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW1466'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5619 ***********************************************************************
 LW5619  DESIGNATION -  549 RESET
 LW5619  PID         -  LW5619
 LW5619  STATE/COUNTY-  RI/PROVIDENCE
 LW5619  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5619
 LW5619                         *CURRENT SURVEY CONTROL
 LW5619  ___________________________________________________________________
 LW5619* NAD 83(1986)-  41 49 24.     (N)    071 35 10.     (W)     SCALED    
 LW5619* NAVD 88     -        94.49   (meters)     310.0    (feet)  RESET     
 LW5619  ___________________________________________________________________
 LW5619  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW5619
 LW5619  VERT ORDER  -  THIRD
 LW5619
 LW5619.The horizontal coordinates were scaled from a topographic map and have
 LW5619.an estimated accuracy of +/- 6 seconds.
 LW5619
 LW5619.The orthometric height was computed from unverified reset data.
 LW5619.No vertical observational check was made to the station.
 LW5619
 LW5619.The geoid height was determined by GEOID03.
 LW5619
 LW5619;                    North         East    Units  Estimated Accuracy
 LW5619;SPC RI       -    82,190.       92,850.      MT  (+/- 180 meters Scaled)
 LW5619
 LW5619                          SUPERSEDED SURVEY CONTROL
 LW5619
 LW5619  NGVD 29 (11/21/01)   94.73   (m)          310.8    (f) RESET       3  
 LW5619
 LW5619.Superseded values are not recommended for survey control.
 LW5619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5619.See file dsdata.txt to determine how the superseded data were derived.
 LW5619
 LW5619_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG852333(NAD 83)
 LW5619_MARKER: DD = SURVEY DISK
 LW5619_SETTING: 80 = SET IN A BOULDER
 LW5619_SP_SET: BOULDER
 LW5619_STAMPING: RIBPR 549 RESET 1986
 LW5619_MARK LOGO: RIGS  
 LW5619_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5619+STABILITY: SURFACE MOTION
 LW5619
 LW5619  HISTORY     - Date     Condition        Report By
 LW5619  HISTORY     - 1986     MONUMENTED       RIGS
 LW5619  HISTORY     - 19960923 GOOD             USPSQD
 LW5619  HISTORY     - 19991231 GOOD             USPSQD
 LW5619
 LW5619                          STATION DESCRIPTION
 LW5619
 LW5619'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5619'THE MARK IS ABOUT 1.0 KM (0.60 MI) SOUTH OF NORTH SCITUATE.  TO REACH
 LW5619'THE MARK FROM THE INTERSECTION OF STATE ROUTE 116 AND DANIELSON PIKE
 LW5619'IN NORTH SCIUATE GO SOUTH FOR 1 KM (0.60 MI) ON ROUTE 116 TO BRANDY
 LW5619'BROOK ROAD, TURN EAST ONTO BRANDY BROOK ROAD AND GO EAST FOR 38 M
 LW5619'(124.7 FT) TO THE MARK ON THE NORTH SIDE OF THE BRANDY BROOK ROAD,
 LW5619'12.19 M (40.0 FT) NORTH OF THE CENTERLINE OF BRANDY BROOK ROAD, 9.3 M
 LW5619'(30.5 FT) NORTHEAST OF POLE NUMBER 1, 4.1 M (13.5 FT) NORTH OF THE
 LW5619'RIGHT-OF-WAY FENCE, 1.23 M (4.0 FT) NORTH OF A FIBERGLASS WITNESS
 LW5619'POST, AND IS SET IN TO THE TOP OF A 5 X 2 X 1 FT HIGH BOULDER.  THE
 LW5619'MARK IS .3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LW5619
 LW5619                          STATION RECOVERY (1996)
 LW5619
 LW5619'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW5619'RECOVERED IN GOOD CONDITION.
 LW5619
 LW5619                          STATION RECOVERY (1999)
 LW5619
 LW5619'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW5619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1857 ***********************************************************************
 LW1857  DESIGNATION -  55
 LW1857  PID         -  LW1857
 LW1857  STATE/COUNTY-  RI/PROVIDENCE
 LW1857  USGS QUAD   -  CHEPACHET (1975)
 LW1857
 LW1857                         *CURRENT SURVEY CONTROL
 LW1857  ___________________________________________________________________
 LW1857* NAD 83(1986)-  41 58 27.     (N)    071 37 41.     (W)     SCALED    
 LW1857* NAVD 88     -        93.758  (meters)     307.60   (feet)  ADJUSTED  
 LW1857  ___________________________________________________________________
 LW1857  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LW1857  DYNAMIC HT  -          93.727 (meters)     307.50  (feet)  COMP
 LW1857  MODELED GRAV-     980,288.0   (mgal)                       NAVD 88
 LW1857
 LW1857  VERT ORDER  -  SECOND    CLASS II
 LW1857
 LW1857.The horizontal coordinates were scaled from a topographic map and have
 LW1857.an estimated accuracy of +/- 6 seconds.
 LW1857
 LW1857.The orthometric height was determined by differential leveling
 LW1857.and adjusted by the National Geodetic Survey in June 1991..
 LW1857
 LW1857.The geoid height was determined by GEOID03.
 LW1857
 LW1857.The dynamic height is computed by dividing the NAVD 88
 LW1857.geopotential number by the normal gravity value computed on the
 LW1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1857.degrees latitude (g = 980.6199 gals.).
 LW1857
 LW1857.The modeled gravity was interpolated from observed gravity values.
 LW1857
 LW1857;                    North         East    Units  Estimated Accuracy
 LW1857;SPC RI       -    98,950.       89,390.      MT  (+/- 180 meters Scaled)
 LW1857
 LW1857                          SUPERSEDED SURVEY CONTROL
 LW1857
 LW1857.No superseded survey control is available for this station.
 LW1857
 LW1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG822502(NAD 83)
 LW1857_MARKER: DB = BENCH MARK DISK
 LW1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1857_SP_SET: CONCRETE POST
 LW1857_STAMPING: 55
 LW1857_MARK LOGO: RIBPR 
 LW1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1857+STABILITY: SURFACE MOTION
 LW1857
 LW1857  HISTORY     - Date     Condition        Report By
 LW1857  HISTORY     - 1986     MONUMENTED       RIGS
 LW1857
 LW1857                          STATION DESCRIPTION
 LW1857
 LW1857'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1857'4.8 KM (3.0 MI) SW FROM SLATERSVILLE.
 LW1857'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102 AND STATE
 LW1857'HIGHWAY 7, GO 0.5 KM (0.3 MI) SOUTH ON HIGHWAY 7 TO VICTORY HIGHWAY.
 LW1857'TURN RIGHT AND GO 1.5 KM (0.95 MI) WEST ON VICTORY HIGHWAY TO THE
 LW1857'MARK ON THE RIGHT.  THE MARK IS 14.2 METERS (47.0 FT) EAST OF AN NET
 LW1857'AND T CO POLE 167, 13.1 METERS (43.5 FT) WEST OF AN NET AND T CO POLE
 LW1857'166, 8.4 METERS (28.0 FT) NORTH OF THE CENTERLINE OF VICTORY HIGHWAY
 LW1857'AND SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1.0 FEET
 LW1857'ABOVE THE LEVEL OF THE GROUND AND ABOUT 2.0 FEET ABOVE THE LEVEL OF
 LW1857'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5618 ***********************************************************************
 LW5618  DESIGNATION -  550 RESET
 LW5618  PID         -  LW5618
 LW5618  STATE/COUNTY-  RI/PROVIDENCE
 LW5618  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5618
 LW5618                         *CURRENT SURVEY CONTROL
 LW5618  ___________________________________________________________________
 LW5618* NAD 83(1986)-  41 48 31.     (N)    071 35 06.     (W)     SCALED    
 LW5618* NAVD 88     -       103.52   (meters)     339.6    (feet)  RESET     
 LW5618  ___________________________________________________________________
 LW5618  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW5618
 LW5618  VERT ORDER  -  THIRD
 LW5618
 LW5618.The horizontal coordinates were scaled from a topographic map and have
 LW5618.an estimated accuracy of +/- 6 seconds.
 LW5618
 LW5618.The orthometric height was computed from unverified reset data.
 LW5618.No vertical observational check was made to the station.
 LW5618
 LW5618.The geoid height was determined by GEOID03.
 LW5618
 LW5618;                    North         East    Units  Estimated Accuracy
 LW5618;SPC RI       -    80,550.       92,940.      MT  (+/- 180 meters Scaled)
 LW5618
 LW5618                          SUPERSEDED SURVEY CONTROL
 LW5618
 LW5618  NGVD 29 (11/21/01)  103.77   (m)          340.5    (f) RESET       3  
 LW5618
 LW5618.Superseded values are not recommended for survey control.
 LW5618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5618.See file dsdata.txt to determine how the superseded data were derived.
 LW5618
 LW5618_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG852317(NAD 83)
 LW5618_MARKER: DD = SURVEY DISK
 LW5618_SETTING: 80 = SET IN A BOULDER
 LW5618_SP_SET: BOULDER
 LW5618_STAMPING: RIBPR 550 RESET 1986
 LW5618_MARK LOGO: RIGS  
 LW5618_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5618+STABILITY: SURFACE MOTION
 LW5618
 LW5618  HISTORY     - Date     Condition        Report By
 LW5618  HISTORY     - 1986     MONUMENTED       RIGS
 LW5618  HISTORY     - 1987     GOOD             USPSQD
 LW5618  HISTORY     - 1988     GOOD             USPSQD
 LW5618
 LW5618                          STATION DESCRIPTION
 LW5618
 LW5618'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5618'IT IS ABOUT 2.64 KM (1.65 MI) SOUTH ALONG STATE ROUTE 116 FROM THE
 LW5618'INTERSECTION OF DANIELSON PIKE AND ROUTE 116 IN NORTH SCITUATE.  IT
 LW5618'IS 22.86 M (75.0 FT) WEST OF THE CENTERLINE OF ROUTE 116, 29.87 M
 LW5618'(98.0 FT) NORTH OF THE BEGINNING OF A ROCK FENCE, 15.85 M (52.0 FT)
 LW5618'WEST OF A RIGHT-OF-WAY FENCE, 1.23 M (4.0 FT) NORTHWEST FROM A
 LW5618'WITNESS POST , AND IS SET INTO THE TOP OF A 3 X 1.5 X 1 FT HIGH
 LW5618'BOULDER WHICH IS LEVEL WITH THE HIGHWAY.
 LW5618
 LW5618                          STATION RECOVERY (1987)
 LW5618
 LW5618'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW5618'RECOVERED IN GOOD CONDITION.
 LW5618
 LW5618                          STATION RECOVERY (1988)
 LW5618
 LW5618'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW5618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5622 ***********************************************************************
 LW5622  DESIGNATION -  552 RESET
 LW5622  PID         -  LW5622
 LW5622  STATE/COUNTY-  RI/PROVIDENCE
 LW5622  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5622
 LW5622                         *CURRENT SURVEY CONTROL
 LW5622  ___________________________________________________________________
 LW5622* NAD 83(1986)-  41 46 17.     (N)    071 34 04.     (W)     SCALED    
 LW5622* NAVD 88     -        96.62   (meters)     317.0    (feet)  RESET     
 LW5622  ___________________________________________________________________
 LW5622  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW5622
 LW5622  VERT ORDER  -  THIRD
 LW5622
 LW5622.The horizontal coordinates were scaled from a topographic map and have
 LW5622.an estimated accuracy of +/- 6 seconds.
 LW5622
 LW5622.The orthometric height was computed from unverified reset data.
 LW5622.No vertical observational check was made to the station.
 LW5622
 LW5622.The geoid height was determined by GEOID03.
 LW5622
 LW5622;                    North         East    Units  Estimated Accuracy
 LW5622;SPC RI       -    76,420.       94,370.      MT  (+/- 180 meters Scaled)
 LW5622
 LW5622                          SUPERSEDED SURVEY CONTROL
 LW5622
 LW5622  NGVD 29 (11/21/01)   96.87   (m)          317.8    (f) RESET       3  
 LW5622
 LW5622.Superseded values are not recommended for survey control.
 LW5622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5622.See file dsdata.txt to determine how the superseded data were derived.
 LW5622
 LW5622_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG865275(NAD 83)
 LW5622_MARKER: DD = SURVEY DISK
 LW5622_SETTING: 80 = SET IN A BOULDER
 LW5622_SP_SET: BOULDER
 LW5622_STAMPING: RIBPR 552 RESET 1986
 LW5622_MARK LOGO: RIGS  
 LW5622_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5622+STABILITY: SURFACE MOTION
 LW5622
 LW5622  HISTORY     - Date     Condition        Report By
 LW5622  HISTORY     - 1986     MONUMENTED       RIGS
 LW5622
 LW5622                          STATION DESCRIPTION
 LW5622
 LW5622'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5622'TO REACH FROM HOPE, AT THE JUNCTION OF STATE ROUTE 116 AND STATE
 LW5622'ROUTE 115, GO NORTH 4.6 KM (2.85 MI) ALONG STATE ROUTE 116.  THE MARK
 LW5622'IS 1.0 KM (0.60 MI) SOUTH OF THE JUNCTION OF ROUTE 116 AND BETTY POND
 LW5622'ROAD.  THE MARK IS 23.77 M (78.0 FT) WEST OF THE CENTERLINE OF ROUTE
 LW5622'116, 16.15 M (53.0 FT) WEST OF A FENCE, AND 1.53 M (5.0 FT) WEST FROM
 LW5622'A WITNESS POST.  THE MARK IS SET IN THE TOP OF A BOULDER 1.23 M (4.0
 LW5622'FT) BY 1.23 M (4.0 FT) AND .6 M (2.0 FT) ABOVE THE LEVEL OF THE
 LW5622'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5623 ***********************************************************************
 LW5623  DESIGNATION -  553 RESET
 LW5623  PID         -  LW5623
 LW5623  STATE/COUNTY-  RI/PROVIDENCE
 LW5623  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5623
 LW5623                         *CURRENT SURVEY CONTROL
 LW5623  ___________________________________________________________________
 LW5623* NAD 83(1986)-  41 45 30.     (N)    071 34 11.     (W)     SCALED    
 LW5623* NAVD 88     -        76.23   (meters)     250.1    (feet)  RESET     
 LW5623  ___________________________________________________________________
 LW5623  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW5623
 LW5623  VERT ORDER  -  THIRD
 LW5623
 LW5623.The horizontal coordinates were scaled from a topographic map and have
 LW5623.an estimated accuracy of +/- 6 seconds.
 LW5623
 LW5623.The orthometric height was computed from unverified reset data.
 LW5623.No vertical observational check was made to the station.
 LW5623
 LW5623.The geoid height was determined by GEOID03.
 LW5623
 LW5623;                    North         East    Units  Estimated Accuracy
 LW5623;SPC RI       -    74,970.       94,200.      MT  (+/- 180 meters Scaled)
 LW5623
 LW5623                          SUPERSEDED SURVEY CONTROL
 LW5623
 LW5623  NGVD 29 (11/21/01)   76.47   (m)          250.9    (f) RESET       3  
 LW5623
 LW5623.Superseded values are not recommended for survey control.
 LW5623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5623.See file dsdata.txt to determine how the superseded data were derived.
 LW5623
 LW5623_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG863261(NAD 83)
 LW5623_MARKER: DD = SURVEY DISK
 LW5623_SETTING: 80 = SET IN A BOULDER
 LW5623_SP_SET: BOULDER
 LW5623_STAMPING: RIBPR 553 1986 RESET
 LW5623_MARK LOGO: RIGS  
 LW5623_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5623+STABILITY: SURFACE MOTION
 LW5623
 LW5623  HISTORY     - Date     Condition        Report By
 LW5623  HISTORY     - 1986     MONUMENTED       RIGS
 LW5623
 LW5623                          STATION DESCRIPTION
 LW5623
 LW5623'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5623'FROM HOPE, AT THE JUNCTION OF STATE ROUTE 116 AND STATE ROUTE 115, GO
 LW5623'NORTH ON ROUTE 116 FOR 3.04 KM (1.90 MI), ALSO 0.24 KM (0.15 MI)
 LW5623'SOUTH OF THE INTERSECTION OF STATE ROUTE 116 AND STATE ROUTE 12, THE
 LW5623'MARK IS 32.93 M (108.0 FT) WEST OF THE CENTERLINE OF STATE ROUTE 116,
 LW5623'24.68 M (81.0 FT) WEST NORTHWEST FROM THE FACE (AT THE CENTER) OF A
 LW5623'CONCRETE CULVERT HEADWALL WHICH IS WEST OF THE HIGHWAY, 1.53 M (5.0
 LW5623'FT) WEST OF A WITNESS POST AND BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1343 ***********************************************************************
 LW1343  DESIGNATION -  554
 LW1343  PID         -  LW1343
 LW1343  STATE/COUNTY-  RI/PROVIDENCE
 LW1343  USGS QUAD   -  CROMPTON (1995)
 LW1343
 LW1343                         *CURRENT SURVEY CONTROL
 LW1343  ___________________________________________________________________
 LW1343* NAD 83(1986)-  41 44 34.     (N)    071 34 04.     (W)     SCALED    
 LW1343* NAVD 88     -        89.230  (meters)     292.75   (feet)  ADJUSTED  
 LW1343  ___________________________________________________________________
 LW1343  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1343  DYNAMIC HT  -          89.199 (meters)     292.65  (feet)  COMP
 LW1343  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 LW1343
 LW1343  VERT ORDER  -  SECOND    CLASS 0
 LW1343
 LW1343.The horizontal coordinates were scaled from a topographic map and have
 LW1343.an estimated accuracy of +/- 6 seconds.
 LW1343
 LW1343.The orthometric height was determined by differential leveling
 LW1343.and adjusted by the National Geodetic Survey in June 1991..
 LW1343
 LW1343.The geoid height was determined by GEOID03.
 LW1343
 LW1343.The dynamic height is computed by dividing the NAVD 88
 LW1343.geopotential number by the normal gravity value computed on the
 LW1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1343.degrees latitude (g = 980.6199 gals.).
 LW1343
 LW1343.The modeled gravity was interpolated from observed gravity values.
 LW1343
 LW1343;                    North         East    Units  Estimated Accuracy
 LW1343;SPC RI       -    73,240.       94,360.      MT  (+/- 180 meters Scaled)
 LW1343
 LW1343                          SUPERSEDED SURVEY CONTROL
 LW1343
 LW1343  NGVD 29 (??/??/92)   89.478  (m)          293.56   (f) ADJ UNCH    2 0
 LW1343
 LW1343.Superseded values are not recommended for survey control.
 LW1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1343.See file dsdata.txt to determine how the superseded data were derived.
 LW1343
 LW1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG864244(NAD 83)
 LW1343_MARKER: DD = SURVEY DISK
 LW1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1343_SP_SET: CONCRETE POST
 LW1343_STAMPING: 554
 LW1343_MARK LOGO: RIBPR 
 LW1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1343+STABILITY: SURFACE MOTION
 LW1343
 LW1343  HISTORY     - Date     Condition        Report By
 LW1343  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1343  HISTORY     - 1969     GOOD             NGS
 LW1343  HISTORY     - 19880523 GOOD             RIGS
 LW1343
 LW1343                          STATION DESCRIPTION
 LW1343
 LW1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1343'0.8 MI N FROM HOPE.
 LW1343'ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION OF
 LW1343'STATE HIGHWAY 115 AT HOPE, ABOUT 80 YARDS NORTH OF KNOTTY RM 1
 LW1343'DESCRIBED, 135 FEET NORTH OF THE CENTER OF THE JUNCTION OF THE
 LW1343'NORTH LEG OF A DRIVEWAY EAST TO A LARGE 1 1/2 STORY WHITE FRAME
 LW1343'HOUSE, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET
 LW1343'SOUTHWEST OF THE CENTER LINE OF AN OLD ABANDONED ROAD, 15 1/2
 LW1343'FEET NORTHEAST OF THE NORTH END OF A GUARD RAIL ALONG THE EAST
 LW1343'SIDE OF THE HIGHWAY, 1.3 FEET SOUTH OF A METAL WITNESS POST,
 LW1343'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 LW1343'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW1343
 LW1343                          STATION RECOVERY (1988)
 LW1343
 LW1343'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5615 ***********************************************************************
 LW5615  DESIGNATION -  554 RESET
 LW5615  PID         -  LW5615
 LW5615  STATE/COUNTY-  RI/KENT
 LW5615  USGS QUAD   -  CROMPTON (1995)
 LW5615
 LW5615                         *CURRENT SURVEY CONTROL
 LW5615  ___________________________________________________________________
 LW5615* NAD 83(1986)-  41 44 34.     (N)    071 34 04.     (W)     SCALED    
 LW5615* NAVD 88     -        88.76   (meters)     291.2    (feet)  RESET     
 LW5615  ___________________________________________________________________
 LW5615  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW5615
 LW5615  VERT ORDER  -  THIRD
 LW5615
 LW5615.The horizontal coordinates were scaled from a topographic map and have
 LW5615.an estimated accuracy of +/- 6 seconds.
 LW5615
 LW5615.The orthometric height was computed from unverified reset data.
 LW5615.No vertical observational check was made to the station.
 LW5615
 LW5615.The geoid height was determined by GEOID03.
 LW5615
 LW5615;                    North         East    Units  Estimated Accuracy
 LW5615;SPC RI       -    73,240.       94,360.      MT  (+/- 180 meters Scaled)
 LW5615
 LW5615                          SUPERSEDED SURVEY CONTROL
 LW5615
 LW5615  NGVD 29 (11/21/01)   89.01   (m)          292.0    (f) RESET       3  
 LW5615
 LW5615.Superseded values are not recommended for survey control.
 LW5615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5615.See file dsdata.txt to determine how the superseded data were derived.
 LW5615
 LW5615_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG864244(NAD 83)
 LW5615_MARKER: DD = SURVEY DISK
 LW5615_SETTING: 80 = SET IN A BOULDER
 LW5615_SP_SET: BOULDER
 LW5615_STAMPING: 554 RESET 1988
 LW5615_MARK LOGO: NGS   
 LW5615_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5615+STABILITY: SURFACE MOTION
 LW5615
 LW5615  HISTORY     - Date     Condition        Report By
 LW5615  HISTORY     - 1988     MONUMENTED       RIGS
 LW5615
 LW5615                          STATION DESCRIPTION
 LW5615
 LW5615'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5615'1.2 KM (0.75 MI) NORTH ALONG STATE ROUTE 116 FROM THE JUNCTION OF
 LW5615'STATE ROUTES 115 AND 116 IN HOPE, IN THE NORTHWEST CORNER OF A 8 X 6
 LW5615'FT BOULDER, .45 M (1.5 FT) ABOVE THE GROUND, 25.9 M (85.0 FT) EAST
 LW5615'NORTHEAST OF A UTILITY POLE (NET+T COMPANY 43), 18 M (59.1 FT) EAST
 LW5615'OF THE CENTERLINE OF THE STATE ROUTE 116, 18.0 M (59.1 FT) SOUTHEAST
 LW5615'OF A RHODE ISLAND HIGHWAY BOUND, 1.7 M (5.6 FT) WEST OF A FIBERGLASS
 LW5615'WITNESS POST, AND LEVEL WITH HIGHWAY.  NOTE 554 RESET IS 17.8M NORTH
 LW5615'NORTHEAST FROM 554.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1347 ***********************************************************************
 LW1347  DESIGNATION -  555
 LW1347  PID         -  LW1347
 LW1347  STATE/COUNTY-  RI/PROVIDENCE
 LW1347  USGS QUAD   -  CROMPTON (1995)
 LW1347
 LW1347                         *CURRENT SURVEY CONTROL
 LW1347  ___________________________________________________________________
 LW1347* NAD 83(1986)-  41 43 48.     (N)    071 33 46.     (W)     SCALED    
 LW1347* NAVD 88     -        61.735  (meters)     202.54   (feet)  ADJUSTED  
 LW1347  ___________________________________________________________________
 LW1347  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LW1347  DYNAMIC HT  -          61.714 (meters)     202.47  (feet)  COMP
 LW1347  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 LW1347
 LW1347  VERT ORDER  -  SECOND    CLASS 0
 LW1347
 LW1347.The horizontal coordinates were scaled from a topographic map and have
 LW1347.an estimated accuracy of +/- 6 seconds.
 LW1347
 LW1347.The orthometric height was determined by differential leveling
 LW1347.and adjusted by the National Geodetic Survey in June 1991..
 LW1347
 LW1347.The geoid height was determined by GEOID03.
 LW1347
 LW1347.The dynamic height is computed by dividing the NAVD 88
 LW1347.geopotential number by the normal gravity value computed on the
 LW1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1347.degrees latitude (g = 980.6199 gals.).
 LW1347
 LW1347.The modeled gravity was interpolated from observed gravity values.
 LW1347
 LW1347;                    North         East    Units  Estimated Accuracy
 LW1347;SPC RI       -    71,820.       94,780.      MT  (+/- 180 meters Scaled)
 LW1347
 LW1347                          SUPERSEDED SURVEY CONTROL
 LW1347
 LW1347  NGVD 29 (??/??/92)   61.984  (m)          203.36   (f) ADJ UNCH    2 0
 LW1347
 LW1347.Superseded values are not recommended for survey control.
 LW1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1347.See file dsdata.txt to determine how the superseded data were derived.
 LW1347
 LW1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG868229(NAD 83)
 LW1347_MARKER: DD = SURVEY DISK
 LW1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1347_SP_SET: ABUTMENT
 LW1347_STAMPING: 555
 LW1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1347+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 LW1347
 LW1347  HISTORY     - Date     Condition        Report By
 LW1347  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1347  HISTORY     - 1969     GOOD             NGS
 LW1347  HISTORY     - 1987     GOOD             USPSQD
 LW1347  HISTORY     - 20050328 GOOD             USPSQD
 LW1347
 LW1347                          STATION DESCRIPTION
 LW1347
 LW1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1347'AT HOPE.
 LW1347'AT HOPE, ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 116 FROM THE
 LW1347'JUNCTION OF STATE HIGHWAY 115, SET IN THE TOP OF THE EAST END OF
 LW1347'THE NORTH ABUTMENT TO THE HOPE BRIDGE OVER THE NORTH BRANCH OF
 LW1347'THE PAWTUXET RIVER, 27.8 FEET EAST OF THE CENTER LINE OF THE
 LW1347'HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW1347
 LW1347                          STATION RECOVERY (1987)
 LW1347
 LW1347'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1347'RECOVERED IN GOOD CONDITION.
 LW1347
 LW1347                          STATION RECOVERY (2005)
 LW1347
 LW1347'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1351 ***********************************************************************
 LW1351  DESIGNATION -  558
 LW1351  PID         -  LW1351
 LW1351  STATE/COUNTY-  RI/KENT
 LW1351  USGS QUAD   -  CROMPTON (1995)
 LW1351
 LW1351                         *CURRENT SURVEY CONTROL
 LW1351  ___________________________________________________________________
 LW1351* NAD 83(1986)-  41 41 30.     (N)    071 33 26.     (W)     SCALED    
 LW1351* NAVD 88     -        75.024  (meters)     246.14   (feet)  ADJUSTED  
 LW1351  ___________________________________________________________________
 LW1351  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW1351  DYNAMIC HT  -          74.998 (meters)     246.06  (feet)  COMP
 LW1351  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 LW1351
 LW1351  VERT ORDER  -  SECOND    CLASS 0
 LW1351
 LW1351.The horizontal coordinates were scaled from a topographic map and have
 LW1351.an estimated accuracy of +/- 6 seconds.
 LW1351
 LW1351.The orthometric height was determined by differential leveling
 LW1351.and adjusted by the National Geodetic Survey in June 1991..
 LW1351
 LW1351.The geoid height was determined by GEOID03.
 LW1351
 LW1351.The dynamic height is computed by dividing the NAVD 88
 LW1351.geopotential number by the normal gravity value computed on the
 LW1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1351.degrees latitude (g = 980.6199 gals.).
 LW1351
 LW1351.The modeled gravity was interpolated from observed gravity values.
 LW1351
 LW1351;                    North         East    Units  Estimated Accuracy
 LW1351;SPC RI       -    67,560.       95,240.      MT  (+/- 180 meters Scaled)
 LW1351
 LW1351                          SUPERSEDED SURVEY CONTROL
 LW1351
 LW1351  NGVD 29 (??/??/92)   75.272  (m)          246.95   (f) ADJ UNCH    2 0
 LW1351
 LW1351.Superseded values are not recommended for survey control.
 LW1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1351.See file dsdata.txt to determine how the superseded data were derived.
 LW1351
 LW1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG871187(NAD 83)
 LW1351_MARKER: DD = SURVEY DISK
 LW1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1351_STAMPING: 558
 LW1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1351+STABILITY: SURFACE MOTION
 LW1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1351+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 LW1351
 LW1351  HISTORY     - Date     Condition        Report By
 LW1351  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1351  HISTORY     - 1969     GOOD             NGS
 LW1351  HISTORY     - 1987     GOOD             USPSQD
 LW1351  HISTORY     - 1988     GOOD             USPSQD
 LW1351  HISTORY     - 20060318 GOOD             USPSQD
 LW1351
 LW1351                          STATION DESCRIPTION
 LW1351
 LW1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1351'AT ANTHONY.
 LW1351'AT ANTHONY, ABOUT 0.55 MILE EAST ALONG STATE HIGHWAY 117 FROM THE
 LW1351'POST OFFICE AT COVENTRY, AT THE NORTHWEST CORNER OF THE JUNCTION
 LW1351'OF STATE HIGHWAYS 117, 33 AND 116, 22.3 FEET NORTHEAST OF THE
 LW1351'CENTER LINE OF A DRIVEWAY LEADING NORTHWEST INTO THE WOODLAND
 LW1351'CEMETERY, 9.4 FEET NORTHWEST OF THE ROUNDED CURB BETWEEN THE
 LW1351'HIGHWAYS, 7.3 FEET SOUTHWEST OF THE CENTER OF A ROUND METAL
 LW1351'MANHOLE COVER, 1.6 FEET SOUTHEAST OF THE CHAIN LINK FENCE AROUND
 LW1351'THE CEMETERY, 1 1/2 FEET ABOVE THE LEVEL OF HIGHWAY 116 AND SET IN
 LW1351'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 LW1351'THE GROUND.
 LW1351
 LW1351                          STATION RECOVERY (1987)
 LW1351
 LW1351'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1351'RECOVERED IN GOOD CONDITION.
 LW1351
 LW1351                          STATION RECOVERY (1988)
 LW1351
 LW1351'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1351'RECOVERED IN GOOD CONDITION.
 LW1351
 LW1351                          STATION RECOVERY (2006)
 LW1351
 LW1351'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAP)
 LW1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1858 ***********************************************************************
 LW1858  DESIGNATION -  56
 LW1858  PID         -  LW1858
 LW1858  STATE/COUNTY-  RI/PROVIDENCE
 LW1858  USGS QUAD   -  CHEPACHET (1975)
 LW1858
 LW1858                         *CURRENT SURVEY CONTROL
 LW1858  ___________________________________________________________________
 LW1858* NAD 83(1986)-  41 58 07.     (N)    071 38 09.     (W)     SCALED    
 LW1858* NAVD 88     -       109.420  (meters)     358.99   (feet)  ADJUSTED  
 LW1858  ___________________________________________________________________
 LW1858  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW1858  DYNAMIC HT  -         109.383 (meters)     358.87  (feet)  COMP
 LW1858  MODELED GRAV-     980,285.7   (mgal)                       NAVD 88
 LW1858
 LW1858  VERT ORDER  -  SECOND    CLASS II
 LW1858
 LW1858.The horizontal coordinates were scaled from a topographic map and have
 LW1858.an estimated accuracy of +/- 6 seconds.
 LW1858
 LW1858.The orthometric height was determined by differential leveling
 LW1858.and adjusted by the National Geodetic Survey in June 1991..
 LW1858
 LW1858.The geoid height was determined by GEOID03.
 LW1858
 LW1858.The dynamic height is computed by dividing the NAVD 88
 LW1858.geopotential number by the normal gravity value computed on the
 LW1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1858.degrees latitude (g = 980.6199 gals.).
 LW1858
 LW1858.The modeled gravity was interpolated from observed gravity values.
 LW1858
 LW1858;                    North         East    Units  Estimated Accuracy
 LW1858;SPC RI       -    98,330.       88,740.      MT  (+/- 180 meters Scaled)
 LW1858
 LW1858                          SUPERSEDED SURVEY CONTROL
 LW1858
 LW1858.No superseded survey control is available for this station.
 LW1858
 LW1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG815496(NAD 83)
 LW1858_MARKER: DB = BENCH MARK DISK
 LW1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1858_SP_SET: CONCRETE POST
 LW1858_STAMPING: 56
 LW1858_MARK LOGO: RIBPR 
 LW1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1858+STABILITY: SURFACE MOTION
 LW1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1858+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2005
 LW1858
 LW1858  HISTORY     - Date     Condition        Report By
 LW1858  HISTORY     - 1986     MONUMENTED       RIGS
 LW1858  HISTORY     - 20051030 GOOD             GEOCAC
 LW1858
 LW1858                          STATION DESCRIPTION
 LW1858
 LW1858'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1858'5.68 KM (3.55 MI) SW FROM SLATERSVILLE CENTER.
 LW1858'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 102 AND 107,
 LW1858'GO SOUTHEAST FOR 0.3 KM (0.2 MI) ON STATE HIGHWAY 107 TO VICTORY
 LW1858'HIGHWAY.  TURN LEFT AND GO NORTHEAST FOR 0.9 KM (0.6 MI) ON VICTORY
 LW1858'HIGHWAY TO THE MARK ON THE RIGHT.  THE MARK IS 14.2 METERS (47.0 FT)
 LW1858'SOUTH OF THE SOUTHEAST CORNER OF A STONE RETAINING WALL FRONTING A
 LW1858'CHURCH, 10.5 METERS (35.0 FT) EAST OF THE EAST END OF A CONCRETE BOX
 LW1858'CULVERT, 7.8 METERS (26.0 FT) SOUTHEAST OF THE CENTERLINE OF VICTORY
 LW1858'HIGHWAY, AND SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 LW1858'ABOUT 0.25 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT LEVEL WITH
 LW1858'THE ROAD.  DESCRIBED BY JON C SPEAKER.
 LW1858
 LW1858                          STATION RECOVERY (2005)
 LW1858
 LW1858'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW1858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1018 ***********************************************************************
 LW1018  DESIGNATION -  569
 LW1018  PID         -  LW1018
 LW1018  STATE/COUNTY-  RI/WASHINGTON
 LW1018  USGS QUAD   -  KINGSTON (1975)
 LW1018
 LW1018                         *CURRENT SURVEY CONTROL
 LW1018  ___________________________________________________________________
 LW1018* NAD 83(1986)-  41 28 48.     (N)    071 31 15.     (W)     SCALED    
 LW1018* NAVD 88     -        73.418  (meters)     240.87   (feet)  ADJUSTED  
 LW1018  ___________________________________________________________________
 LW1018  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW1018  DYNAMIC HT  -          73.392 (meters)     240.79  (feet)  COMP
 LW1018  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW1018
 LW1018  VERT ORDER  -  SECOND    CLASS 0
 LW1018
 LW1018.The horizontal coordinates were scaled from a topographic map and have
 LW1018.an estimated accuracy of +/- 6 seconds.
 LW1018
 LW1018.The orthometric height was determined by differential leveling
 LW1018.and adjusted by the National Geodetic Survey in June 1991..
 LW1018
 LW1018.The geoid height was determined by GEOID03.
 LW1018
 LW1018.The dynamic height is computed by dividing the NAVD 88
 LW1018.geopotential number by the normal gravity value computed on the
 LW1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1018.degrees latitude (g = 980.6199 gals.).
 LW1018
 LW1018.The modeled gravity was interpolated from observed gravity values.
 LW1018
 LW1018;                    North         East    Units  Estimated Accuracy
 LW1018;SPC RI       -    44,050.       98,260.      MT  (+/- 180 meters Scaled)
 LW1018
 LW1018                          SUPERSEDED SURVEY CONTROL
 LW1018
 LW1018  NGVD 29 (??/??/92)   73.695  (m)          241.78   (f) ADJ UNCH    2 0
 LW1018
 LW1018.Superseded values are not recommended for survey control.
 LW1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1018.See file dsdata.txt to determine how the superseded data were derived.
 LW1018
 LW1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF895951(NAD 83)
 LW1018_MARKER: DD = SURVEY DISK
 LW1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1018_SP_SET: CONCRETE POST
 LW1018_STAMPING: 569
 LW1018_MARK LOGO: RIBPR 
 LW1018_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1018+STABILITY: SURFACE MOTION
 LW1018
 LW1018  HISTORY     - Date     Condition        Report By
 LW1018  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1018  HISTORY     - 1969     GOOD             NGS
 LW1018  HISTORY     - 19880310 GOOD             RIGS
 LW1018  HISTORY     - 19881001 MARK NOT FOUND   USPSQD
 LW1018  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1018  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 LW1018
 LW1018                          STATION DESCRIPTION
 LW1018
 LW1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1018'AT KINGSTON.
 LW1018'AT KINGSTON, AT THE JUNCTION OF STATE HIGHWAY 108 AND 138, 54
 LW1018'FEET EAST OF THE EXTENDED CENTER LINE OF STATE HIGHWAY 108
 LW1018'LEADING SOUTH, 2 FEET NORTH OF THE NORTH CURB OF STATE HIGHWAY
 LW1018'138, 43.3 FEET SOUTHEAST OF THE TOP OF A FIRE HYDRANT, 15 FEET
 LW1018'WEST OF POWER LINE POLE 934, 3.5 FEET NORTHWEST OF THE SOUTHWEST
 LW1018'CORNER OF A CONCRETE WATER DRAIN, 1/2 FOOT ABOVE THE LEVEL OF
 LW1018'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW1018'GROUND.
 LW1018
 LW1018                          STATION RECOVERY (1988)
 LW1018
 LW1018'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1018'RECOVERED IN GOOD CONDITION.
 LW1018
 LW1018                          STATION RECOVERY (1988)
 LW1018
 LW1018'RECOVERY NOTE BY US POWER SQUADRON 1988 (WW)
 LW1018'MARK NOT FOUND.
 LW1018
 LW1018                          STATION RECOVERY (1989)
 LW1018
 LW1018'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1018'MARK NOT FOUND.
 LW1018
 LW1018                          STATION RECOVERY (1997)
 LW1018
 LW1018'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1859 ***********************************************************************
 LW1859  DESIGNATION -  57
 LW1859  PID         -  LW1859
 LW1859  STATE/COUNTY-  RI/PROVIDENCE
 LW1859  USGS QUAD   -  CHEPACHET (1975)
 LW1859
 LW1859                         *CURRENT SURVEY CONTROL
 LW1859  ___________________________________________________________________
 LW1859* NAD 83(1986)-  41 58 07.     (N)    071 38 28.     (W)     SCALED    
 LW1859* NAVD 88     -       107.746  (meters)     353.50   (feet)  ADJUSTED  
 LW1859  ___________________________________________________________________
 LW1859  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW1859  DYNAMIC HT  -         107.710 (meters)     353.38  (feet)  COMP
 LW1859  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 LW1859
 LW1859  VERT ORDER  -  SECOND    CLASS II
 LW1859
 LW1859.The horizontal coordinates were scaled from a topographic map and have
 LW1859.an estimated accuracy of +/- 6 seconds.
 LW1859
 LW1859.The orthometric height was determined by differential leveling
 LW1859.and adjusted by the National Geodetic Survey in June 1991..
 LW1859
 LW1859.The geoid height was determined by GEOID03.
 LW1859
 LW1859.The dynamic height is computed by dividing the NAVD 88
 LW1859.geopotential number by the normal gravity value computed on the
 LW1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1859.degrees latitude (g = 980.6199 gals.).
 LW1859
 LW1859.The modeled gravity was interpolated from observed gravity values.
 LW1859
 LW1859;                    North         East    Units  Estimated Accuracy
 LW1859;SPC RI       -    98,330.       88,300.      MT  (+/- 180 meters Scaled)
 LW1859
 LW1859                          SUPERSEDED SURVEY CONTROL
 LW1859
 LW1859.No superseded survey control is available for this station.
 LW1859
 LW1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG811496(NAD 83)
 LW1859_MARKER: DB = BENCH MARK DISK
 LW1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1859_SP_SET: CONCRETE POST
 LW1859_STAMPING: 57
 LW1859_MARK LOGO: RIBPR 
 LW1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1859+STABILITY: SURFACE MOTION
 LW1859
 LW1859  HISTORY     - Date     Condition        Report By
 LW1859  HISTORY     - 1986     MONUMENTED       RIGS
 LW1859
 LW1859                          STATION DESCRIPTION
 LW1859
 LW1859'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1859'5.9 KM (3.7 MI) NNE FROM CHEPACHET CENTER.
 LW1859'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 102 AND 107,
 LW1859'GO SOUTHEAST FOR 0.3 KM (0.2 MI) ON STATE HIGHWAY 107 TO VICTORY
 LW1859'HIGHWAY AND THE MARK ON THE LEFT, SET OFF THE NORTHEAST SIDE OF THE
 LW1859'INTERSECTION.  THE MARK IS 16.3 METERS (54.0 FT) NORTHEAST OF THE
 LW1859'CENTERLINE OF STATE HIGHWAY 107, 14.5 METERS (48.0 FT)
 LW1859'NORTH-NORTHWEST OF THE CENTERLINE OF VICTORY HIGHWAY, 3.5 METERS
 LW1859'(11.6 FT) NORTH-NORTHEAST OF AN NET AND T AND BVE CO POLE 1 AND SET
 LW1859'IN THE TOP OF A SQUARE CONCRETE POST THAT IS BURIED ABOUT 0.1 FEET
 LW1859'BELOW THE LEVEL OF THE GROUND, AND ABOUT 1.0 FEET ABOVE THE LEVEL OF
 LW1859'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0693 ***********************************************************************
 LW0693  DESIGNATION -  570
 LW0693  PID         -  LW0693
 LW0693  STATE/COUNTY-  RI/WASHINGTON
 LW0693  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0693
 LW0693                         *CURRENT SURVEY CONTROL
 LW0693  ___________________________________________________________________
 LW0693* NAD 83(1986)-  41 29 02.     (N)    071 29 57.     (W)     SCALED    
 LW0693* NAVD 88     -        54.533  (meters)     178.91   (feet)  ADJUSTED  
 LW0693  ___________________________________________________________________
 LW0693  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LW0693  DYNAMIC HT  -          54.514 (meters)     178.85  (feet)  COMP
 LW0693  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 LW0693
 LW0693  VERT ORDER  -  SECOND    CLASS 0
 LW0693
 LW0693.The horizontal coordinates were scaled from a topographic map and have
 LW0693.an estimated accuracy of +/- 6 seconds.
 LW0693
 LW0693.The orthometric height was determined by differential leveling
 LW0693.and adjusted by the National Geodetic Survey in June 1991..
 LW0693
 LW0693.The geoid height was determined by GEOID03.
 LW0693
 LW0693.The dynamic height is computed by dividing the NAVD 88
 LW0693.geopotential number by the normal gravity value computed on the
 LW0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0693.degrees latitude (g = 980.6199 gals.).
 LW0693
 LW0693.The modeled gravity was interpolated from observed gravity values.
 LW0693
 LW0693;                    North         East    Units  Estimated Accuracy
 LW0693;SPC RI       -    44,490.      100,070.      MT  (+/- 180 meters Scaled)
 LW0693
 LW0693                          SUPERSEDED SURVEY CONTROL
 LW0693
 LW0693  NGVD 29 (??/??/92)   54.809  (m)          179.82   (f) ADJ UNCH    2 0
 LW0693
 LW0693.Superseded values are not recommended for survey control.
 LW0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0693.See file dsdata.txt to determine how the superseded data were derived.
 LW0693
 LW0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF913954(NAD 83)
 LW0693_MARKER: DD = SURVEY DISK
 LW0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0693_STAMPING: 570
 LW0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0693+STABILITY: SURFACE MOTION
 LW0693
 LW0693  HISTORY     - Date     Condition        Report By
 LW0693  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0693  HISTORY     - 1969     GOOD             NGS
 LW0693  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0693  HISTORY     - 20011010 MARK NOT FOUND   USPSQD
 LW0693
 LW0693                          STATION DESCRIPTION
 LW0693
 LW0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0693'1.2 MI E FROM KINGSTON.
 LW0693'1.15 MILES EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION OF
 LW0693'STATE HIGHWAY 108 AT KINGSTON, 0.05 MILE NORTHEAST OF THE JUNCTION
 LW0693'OF ROSE HILL ROAD LEADING SOUTH, AT THE JUNCTION OF ROSE HILL
 LW0693'ROAD LEADING NORTH, 29 FEET NORTHWEST OF THE CENTER LINE OF THE
 LW0693'HIGHWAY, 38 FEET WEST OF THE CENTER LINE OF ROSE HILL ROAD,
 LW0693'80 1/2 FEET NORTH OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 LW0693'4416, 2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 LW0693'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 LW0693'INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0693
 LW0693                          STATION RECOVERY (1989)
 LW0693
 LW0693'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0693'MARK NOT FOUND.
 LW0693
 LW0693                          STATION RECOVERY (2001)
 LW0693
 LW0693'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0691 ***********************************************************************
 LW0691  DESIGNATION -  571
 LW0691  PID         -  LW0691
 LW0691  STATE/COUNTY-  RI/WASHINGTON
 LW0691  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0691
 LW0691                         *CURRENT SURVEY CONTROL
 LW0691  ___________________________________________________________________
 LW0691* NAD 83(1986)-  41 29 27.     (N)    071 29 16.     (W)     SCALED    
 LW0691* NAVD 88     -        20.746  (meters)      68.06   (feet)  ADJUSTED  
 LW0691  ___________________________________________________________________
 LW0691  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW0691  DYNAMIC HT  -          20.739 (meters)      68.04  (feet)  COMP
 LW0691  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 LW0691
 LW0691  VERT ORDER  -  SECOND    CLASS 0
 LW0691
 LW0691.The horizontal coordinates were scaled from a topographic map and have
 LW0691.an estimated accuracy of +/- 6 seconds.
 LW0691
 LW0691.The orthometric height was determined by differential leveling
 LW0691.and adjusted by the National Geodetic Survey in June 1991..
 LW0691
 LW0691.The geoid height was determined by GEOID03.
 LW0691
 LW0691.The dynamic height is computed by dividing the NAVD 88
 LW0691.geopotential number by the normal gravity value computed on the
 LW0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0691.degrees latitude (g = 980.6199 gals.).
 LW0691
 LW0691.The modeled gravity was interpolated from observed gravity values.
 LW0691
 LW0691;                    North         East    Units  Estimated Accuracy
 LW0691;SPC RI       -    45,260.      101,020.      MT  (+/- 180 meters Scaled)
 LW0691
 LW0691                          SUPERSEDED SURVEY CONTROL
 LW0691
 LW0691  NGVD 29 (??/??/92)   21.023  (m)           68.97   (f) ADJ UNCH    2 0
 LW0691
 LW0691.Superseded values are not recommended for survey control.
 LW0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0691.See file dsdata.txt to determine how the superseded data were derived.
 LW0691
 LW0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF923962(NAD 83)
 LW0691_MARKER: DD = SURVEY DISK
 LW0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0691_STAMPING: 571
 LW0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0691+STABILITY: SURFACE MOTION
 LW0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0691+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 LW0691
 LW0691  HISTORY     - Date     Condition        Report By
 LW0691  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0691  HISTORY     - 1969     GOOD             NGS
 LW0691  HISTORY     - 1989     GOOD             USPSQD
 LW0691  HISTORY     - 20011010 GOOD             USPSQD
 LW0691  HISTORY     - 20040417 GOOD             USPSQD
 LW0691  HISTORY     - 20060630 GOOD             USPSQD
 LW0691
 LW0691                          STATION DESCRIPTION
 LW0691
 LW0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0691'1.9 MI E FROM KINGSTON.
 LW0691'1.9 MILES EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION OF
 LW0691'STATE HIGHWAY 108 AT KINGSTON, AT THE INTERSECTION OF THE HIGHWAY
 LW0691'AND STONEY POST ROAD LEADING NORTHWEST, BROAD ROCK ROAD LEADING
 LW0691'SOUTH, 74 FEET NORTHEAST OF THE JUNCTION OF BROAD ROCK ROAD, 67
 LW0691'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 42 FEET WEST OF THE
 LW0691'CENTER LINE OF STONEY POST ROAD, 39 FEET SOUTHWEST OF POWER LINE
 LW0691'POLE 3619, 2 FEET SOUTH OF THE SOUTH SIDE OF A ROCK FENCE, 1.5
 LW0691'FEET SOUTHWEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL
 LW0691'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW0691'4 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0691
 LW0691                          STATION RECOVERY (1989)
 LW0691
 LW0691'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0691'RECOVERED IN GOOD CONDITION.
 LW0691
 LW0691                          STATION RECOVERY (2001)
 LW0691
 LW0691'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0691'NEW HEADWALL, NO MARK.
 LW0691
 LW0691                          STATION RECOVERY (2004)
 LW0691
 LW0691'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0691'RECOVERED IN GOOD CONDITION.
 LW0691
 LW0691                          STATION RECOVERY (2006)
 LW0691
 LW0691'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0689 ***********************************************************************
 LW0689  DESIGNATION -  572
 LW0689  PID         -  LW0689
 LW0689  STATE/COUNTY-  RI/WASHINGTON
 LW0689  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0689
 LW0689                         *CURRENT SURVEY CONTROL
 LW0689  ___________________________________________________________________
 LW0689* NAD 83(1986)-  41 29 37.     (N)    071 27 55.     (W)     SCALED    
 LW0689* NAVD 88     -        34.927  (meters)     114.59   (feet)  ADJUSTED  
 LW0689  ___________________________________________________________________
 LW0689  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW0689  DYNAMIC HT  -          34.915 (meters)     114.55  (feet)  COMP
 LW0689  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 LW0689
 LW0689  VERT ORDER  -  SECOND    CLASS 0
 LW0689
 LW0689.The horizontal coordinates were scaled from a topographic map and have
 LW0689.an estimated accuracy of +/- 6 seconds.
 LW0689
 LW0689.The orthometric height was determined by differential leveling
 LW0689.and adjusted by the National Geodetic Survey in June 1991..
 LW0689
 LW0689.The geoid height was determined by GEOID03.
 LW0689
 LW0689.The dynamic height is computed by dividing the NAVD 88
 LW0689.geopotential number by the normal gravity value computed on the
 LW0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0689.degrees latitude (g = 980.6199 gals.).
 LW0689
 LW0689.The modeled gravity was interpolated from observed gravity values.
 LW0689
 LW0689;                    North         East    Units  Estimated Accuracy
 LW0689;SPC RI       -    45,570.      102,900.      MT  (+/- 180 meters Scaled)
 LW0689
 LW0689                          SUPERSEDED SURVEY CONTROL
 LW0689
 LW0689  NGVD 29 (??/??/92)   35.203  (m)          115.50   (f) ADJ UNCH    2 0
 LW0689
 LW0689.Superseded values are not recommended for survey control.
 LW0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0689.See file dsdata.txt to determine how the superseded data were derived.
 LW0689
 LW0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF942964(NAD 83)
 LW0689_MARKER: DD = SURVEY DISK
 LW0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0689_STAMPING: 572
 LW0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0689+STABILITY: SURFACE MOTION
 LW0689
 LW0689  HISTORY     - Date     Condition        Report By
 LW0689  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0689  HISTORY     - 1969     GOOD             NGS
 LW0689  HISTORY     - 1989     GOOD             USPSQD
 LW0689  HISTORY     - 20011010 MARK NOT FOUND   USPSQD
 LW0689
 LW0689                          STATION DESCRIPTION
 LW0689
 LW0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0689'3.1 MI E FROM KINGSTON.
 LW0689'3.1 MILES EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION OF
 LW0689'STATE HIGHWAY 108 AT KINGSTON, 0.45 MILE WEST OF THE JUNCTION
 LW0689'OF U.S. HIGHWAY 1, ABOUT MIDWAY BETWEEN CABLE LINE POLES 3509
 LW0689'AND 3508, 88.5 FEET WEST OF THE WEST END OF THE SOUTH CONCRETE
 LW0689'HEAD WALL FOR AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 29 FEET
 LW0689'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET NORTH OF THE
 LW0689'NORTH SIDE OF A ROCK FENCE, 1.5 FEET EAST OF A METAL WITNESS
 LW0689'POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 LW0689'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 LW0689'GROUND.
 LW0689
 LW0689                          STATION RECOVERY (1989)
 LW0689
 LW0689'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0689'RECOVERED IN GOOD CONDITION.
 LW0689
 LW0689                          STATION RECOVERY (2001)
 LW0689
 LW0689'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0759 ***********************************************************************
 LW0759  DESIGNATION -  575
 LW0759  PID         -  LW0759
 LW0759  STATE/COUNTY-  RI/WASHINGTON
 LW0759  USGS QUAD   -  CAROLINA (1970)
 LW0759
 LW0759                         *CURRENT SURVEY CONTROL
 LW0759  ___________________________________________________________________
 LW0759* NAD 83(1986)-  41 24 44.     (N)    071 44 49.     (W)     SCALED    
 LW0759* NAVD 88     -        18.623  (meters)      61.10   (feet)  ADJUSTED  
 LW0759  ___________________________________________________________________
 LW0759  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LW0759  DYNAMIC HT  -          18.617 (meters)      61.08  (feet)  COMP
 LW0759  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LW0759
 LW0759  VERT ORDER  -  FIRST     CLASS I
 LW0759
 LW0759.The horizontal coordinates were scaled from a topographic map and have
 LW0759.an estimated accuracy of +/- 6 seconds.
 LW0759
 LW0759.The orthometric height was determined by differential leveling
 LW0759.and adjusted by the National Geodetic Survey in June 1991..
 LW0759
 LW0759.The geoid height was determined by GEOID03.
 LW0759
 LW0759.The dynamic height is computed by dividing the NAVD 88
 LW0759.geopotential number by the normal gravity value computed on the
 LW0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0759.degrees latitude (g = 980.6199 gals.).
 LW0759
 LW0759.The modeled gravity was interpolated from observed gravity values.
 LW0759
 LW0759;                    North         East    Units  Estimated Accuracy
 LW0759;SPC RI       -    36,560.       79,350.      MT  (+/- 180 meters Scaled)
 LW0759
 LW0759                          SUPERSEDED SURVEY CONTROL
 LW0759
 LW0759  NGVD 29 (??/??/92)   18.899  (m)           62.00   (f) ADJ UNCH    1 1
 LW0759
 LW0759.Superseded values are not recommended for survey control.
 LW0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0759.See file dsdata.txt to determine how the superseded data were derived.
 LW0759
 LW0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF704881(NAD 83)
 LW0759_MARKER: DD = SURVEY DISK
 LW0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0759_STAMPING: 575
 LW0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0759+STABILITY: SURFACE MOTION
 LW0759
 LW0759  HISTORY     - Date     Condition        Report By
 LW0759  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0759  HISTORY     - 1965     GOOD             NGS
 LW0759  HISTORY     - 1969     GOOD             NGS
 LW0759  HISTORY     - 1984     GOOD             USPSQD
 LW0759  HISTORY     - 1988     GOOD             USPSQD
 LW0759  HISTORY     - 1990     GOOD             USPSQD
 LW0759
 LW0759                          STATION DESCRIPTION
 LW0759
 LW0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0759'0.8 MI N FROM BRADFORD.
 LW0759'0.75 MILE NORTH ALONG STATE HIGHWAY 91 FROM ITS OVERPASS OVER THE
 LW0759'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AT BRADFORD, NEAR THE
 LW0759'JUNCTION OF STATE HIGHWAY 261 LEADING WEST, 33 FEET SOUTHEAST OF
 LW0759'THE CENTER LINE OF STATE HIGHWAY 91, 225 FEET NORTHEAST OF THE
 LW0759'APPROXIMATE CENTER OF THE JUNCTION OF THE TWO HIGHWAYS, 9 FEET
 LW0759'SOUTH OF POWER LINE POLE NO. 1160, 7 FEET NORTH OF A FENCE
 LW0759'CORNER, 1.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 LW0759'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LW0759'THE GROUND.
 LW0759
 LW0759                          STATION RECOVERY (1969)
 LW0759
 LW0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0759'RECOVERED IN GOOD CONDITION.
 LW0759
 LW0759                          STATION RECOVERY (1984)
 LW0759
 LW0759'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0759'RECOVERED IN GOOD CONDITION.
 LW0759
 LW0759                          STATION RECOVERY (1988)
 LW0759
 LW0759'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0759'RECOVERED IN GOOD CONDITION.
 LW0759
 LW0759                          STATION RECOVERY (1990)
 LW0759
 LW0759'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0760 ***********************************************************************
 LW0760  DESIGNATION -  576
 LW0760  PID         -  LW0760
 LW0760  STATE/COUNTY-  RI/WASHINGTON
 LW0760  USGS QUAD   -  CAROLINA (1970)
 LW0760
 LW0760                         *CURRENT SURVEY CONTROL
 LW0760  ___________________________________________________________________
 LW0760* NAD 83(1986)-  41 25 12.     (N)    071 44 01.     (W)     SCALED    
 LW0760* NAVD 88     -        42.458  (meters)     139.30   (feet)  ADJUSTED  
 LW0760  ___________________________________________________________________
 LW0760  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LW0760  DYNAMIC HT  -          42.443 (meters)     139.25  (feet)  COMP
 LW0760  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 LW0760
 LW0760  VERT ORDER  -  FIRST     CLASS I
 LW0760
 LW0760.The horizontal coordinates were scaled from a topographic map and have
 LW0760.an estimated accuracy of +/- 6 seconds.
 LW0760
 LW0760.The orthometric height was determined by differential leveling
 LW0760.and adjusted by the National Geodetic Survey in June 1991..
 LW0760
 LW0760.The geoid height was determined by GEOID03.
 LW0760
 LW0760.The dynamic height is computed by dividing the NAVD 88
 LW0760.geopotential number by the normal gravity value computed on the
 LW0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0760.degrees latitude (g = 980.6199 gals.).
 LW0760
 LW0760.The modeled gravity was interpolated from observed gravity values.
 LW0760
 LW0760;                    North         East    Units  Estimated Accuracy
 LW0760;SPC RI       -    37,420.       80,470.      MT  (+/- 180 meters Scaled)
 LW0760
 LW0760                          SUPERSEDED SURVEY CONTROL
 LW0760
 LW0760  NGVD 29 (??/??/92)   42.732  (m)          140.20   (f) ADJ UNCH    1 1
 LW0760
 LW0760.Superseded values are not recommended for survey control.
 LW0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0760.See file dsdata.txt to determine how the superseded data were derived.
 LW0760
 LW0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF715889(NAD 83)
 LW0760_MARKER: DD = SURVEY DISK
 LW0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0760_STAMPING: 576
 LW0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0760+STABILITY: SURFACE MOTION
 LW0760
 LW0760  HISTORY     - Date     Condition        Report By
 LW0760  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0760  HISTORY     - 1965     GOOD             NGS
 LW0760  HISTORY     - 1969     GOOD             NGS
 LW0760
 LW0760                          STATION DESCRIPTION
 LW0760
 LW0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0760'1.6 MI NE FROM BRADFORD.
 LW0760'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM THE OVERPASS OVER
 LW0760'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AT BRADFORD, 0.25
 LW0760'MILE NORTHEAST OF THE JUNCTION OF THE HIGHWAY AND BURDICKVILLE
 LW0760'ROAD, AT AN OVERHEAD POWER LINE CROSSING, 30.5 FEET SOUTHEAST OF
 LW0760'THE CENTER LINE OF THE HIGHWAY, 14 1/2 FEET NORTHEAST OF POWER
 LW0760'LINE BRACE POLE NO. 1198 S, 4 1/2 FEET SOUTHWEST OF A CONCRETE
 LW0760'RIGHT-OF-WAY POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 LW0760'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 LW0760'GROUND.  NOTE-- A WITNESS SIGN WAS SET 1 FOOT SOUTHEAST OF THE
 LW0760'POST.  MARK WAS REPAIRED WITH NEW CONCRETE.
 LW0760
 LW0760                          STATION RECOVERY (1969)
 LW0760
 LW0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1863 ***********************************************************************
 LW1863  DESIGNATION -  58
 LW1863  PID         -  LW1863
 LW1863  STATE/COUNTY-  RI/PROVIDENCE
 LW1863  USGS QUAD   -  CHEPACHET (1975)
 LW1863
 LW1863                         *CURRENT SURVEY CONTROL
 LW1863  ___________________________________________________________________
 LW1863* NAD 83(1986)-  41 56 47.     (N)    071 38 49.     (W)     SCALED    
 LW1863* NAVD 88     -       111.986  (meters)     367.41   (feet)  ADJUSTED  
 LW1863  ___________________________________________________________________
 LW1863  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW1863  DYNAMIC HT  -         111.948 (meters)     367.28  (feet)  COMP
 LW1863  MODELED GRAV-     980,281.5   (mgal)                       NAVD 88
 LW1863
 LW1863  VERT ORDER  -  SECOND    CLASS II
 LW1863
 LW1863.The horizontal coordinates were scaled from a topographic map and have
 LW1863.an estimated accuracy of +/- 6 seconds.
 LW1863
 LW1863.The orthometric height was determined by differential leveling
 LW1863.and adjusted by the National Geodetic Survey in June 1991..
 LW1863
 LW1863.The geoid height was determined by GEOID03.
 LW1863
 LW1863.The dynamic height is computed by dividing the NAVD 88
 LW1863.geopotential number by the normal gravity value computed on the
 LW1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1863.degrees latitude (g = 980.6199 gals.).
 LW1863
 LW1863.The modeled gravity was interpolated from observed gravity values.
 LW1863
 LW1863;                    North         East    Units  Estimated Accuracy
 LW1863;SPC RI       -    95,860.       87,820.      MT  (+/- 180 meters Scaled)
 LW1863
 LW1863                          SUPERSEDED SURVEY CONTROL
 LW1863
 LW1863.No superseded survey control is available for this station.
 LW1863
 LW1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG805472(NAD 83)
 LW1863_MARKER: DB = BENCH MARK DISK
 LW1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1863_SP_SET: CONCRETE POST
 LW1863_STAMPING: 58
 LW1863_MARK LOGO: RIBPR 
 LW1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1863
 LW1863  HISTORY     - Date     Condition        Report By
 LW1863  HISTORY     - 1986     MONUMENTED       RIGS
 LW1863
 LW1863                          STATION DESCRIPTION
 LW1863
 LW1863'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1863'4.3 KM (2.7 MI) NNE FROM CHEPACHET CENTER.
 LW1863'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 102 AND 107,
 LW1863'GO SOUTHEAST ON STATE HIGHWAY 107 0.3 KM (0.2 MI) TO VICTORY HIGHWAY.
 LW1863'TURN RIGHT AND GO SOUTHWEST ON VICTORY HIGHWAY ABOUT 1.9 KM (1.2 MI)
 LW1863'TO THE STATION MARK SET OFF THE NORTH END OF A Y-FORK IN THE ROAD.
 LW1863'THE MARK IS 8.96 METERS (29.4 FT) EAST OF THE CENTERLINE OF VICTORY
 LW1863'HIGHWAY, 7.07 METERS (23.2 FT) WEST OF THE CENTERLINE OF A ROAD THAT
 LW1863'GOES TO TARKLIN ROAD AND MAPLEVILLE CENTER, 2.7 METERS (8.9 FT) NORTH
 LW1863'OF THE MIDDLE ONE OF THREE  15 INCH DIAMETER BLUE SPRUCE TREES, AND
 LW1863'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 0.5 FEET
 LW1863'ABOVE THE GROUND.  THE MARK IS ABOUT 1.1 FEET BELOW THE LEVEL OF
 LW1863'VICTORY HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1128 ***********************************************************************
 LW1128  DESIGNATION -  591
 LW1128  PID         -  LW1128
 LW1128  STATE/COUNTY-  RI/PROVIDENCE
 LW1128  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1128
 LW1128                         *CURRENT SURVEY CONTROL
 LW1128  ___________________________________________________________________
 LW1128* NAD 83(1986)-  41 59 35.     (N)    071 34 29.     (W)     SCALED    
 LW1128* NAVD 88     -       109.174  (meters)     358.18   (feet)  ADJUSTED  
 LW1128  ___________________________________________________________________
 LW1128  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW1128  DYNAMIC HT  -         109.139 (meters)     358.07  (feet)  COMP
 LW1128  MODELED GRAV-     980,297.0   (mgal)                       NAVD 88
 LW1128
 LW1128  VERT ORDER  -  SECOND    CLASS 0
 LW1128
 LW1128.The horizontal coordinates were scaled from a topographic map and have
 LW1128.an estimated accuracy of +/- 6 seconds.
 LW1128
 LW1128.The orthometric height was determined by differential leveling
 LW1128.and adjusted by the National Geodetic Survey in June 1991..
 LW1128
 LW1128.The geoid height was determined by GEOID03.
 LW1128
 LW1128.The dynamic height is computed by dividing the NAVD 88
 LW1128.geopotential number by the normal gravity value computed on the
 LW1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1128.degrees latitude (g = 980.6199 gals.).
 LW1128
 LW1128.The modeled gravity was interpolated from observed gravity values.
 LW1128
 LW1128;                    North         East    Units  Estimated Accuracy
 LW1128;SPC RI       -   101,040.       93,810.      MT  (+/- 180 meters Scaled)
 LW1128
 LW1128                          SUPERSEDED SURVEY CONTROL
 LW1128
 LW1128  NGVD 29 (??/??/92)  109.411  (m)          358.96   (f) ADJ UNCH    2 0
 LW1128
 LW1128.Superseded values are not recommended for survey control.
 LW1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1128.See file dsdata.txt to determine how the superseded data were derived.
 LW1128
 LW1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG867522(NAD 83)
 LW1128_MARKER: DD = SURVEY DISK
 LW1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1128_STAMPING: 591
 LW1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1128+STABILITY: SURFACE MOTION
 LW1128
 LW1128  HISTORY     - Date     Condition        Report By
 LW1128  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1128  HISTORY     - 1969     GOOD             NGS
 LW1128
 LW1128                          STATION DESCRIPTION
 LW1128
 LW1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1128'1.1 MI S FROM SLATERSVILLE.
 LW1128'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE JUNCTION
 LW1128'OF STATE HIGHWAY 102 AT SLATERSVILLE, ABOUT 0.4 MILE SOUTH OF
 LW1128'OLD STONE BRIDGE OVER BRANCH RIVER, AT THE Y JUNCTION OF COMSTOCK
 LW1128'ROAD, 0.1 MILE SOUTHEAST OF THE JUNCTION OF EDGCOMB ROAD AND MAIN
 LW1128'ENTRANCE TO AMPEREX ELECTRONIC CORPORATION, 26 FEET WEST OF THE
 LW1128'CENTER LINE OF THE HIGHWAY FROM THE JUNCTION OF COMSTOCK ROAD, 57
 LW1128'FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE WEST TO A GARAGE
 LW1128'FOR ONE STORY WHITE FRAME HOUSE, 16 FEET SOUTH OF A 24-INCH PINE
 LW1128'TREE, 8.2 FEET WEST OF THE WEST CURB LINE OF HIGHWAY, 1/2 FOOT
 LW1128'EAST OF A ROCK WALL FENCE, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LW1128'IN TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1619 ***********************************************************************
 LW1619  DESIGNATION -  592 RIBPR
 LW1619  PID         -  LW1619
 LW1619  STATE/COUNTY-  RI/PROVIDENCE
 LW1619  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1619
 LW1619                         *CURRENT SURVEY CONTROL
 LW1619  ___________________________________________________________________
 LW1619* NAD 83(1986)-  41 59 55.     (N)    071 34 44.     (W)     SCALED    
 LW1619* NAVD 88     -        71.756  (meters)     235.42   (feet)  ADJUSTED  
 LW1619  ___________________________________________________________________
 LW1619  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW1619  DYNAMIC HT  -          71.732 (meters)     235.34  (feet)  COMP
 LW1619  MODELED GRAV-     980,297.2   (mgal)                       NAVD 88
 LW1619
 LW1619  VERT ORDER  -  SECOND    CLASS 0
 LW1619
 LW1619.The horizontal coordinates were scaled from a topographic map and have
 LW1619.an estimated accuracy of +/- 6 seconds.
 LW1619
 LW1619.The orthometric height was determined by differential leveling
 LW1619.and adjusted by the National Geodetic Survey in June 1991..
 LW1619
 LW1619.The geoid height was determined by GEOID03.
 LW1619
 LW1619.The dynamic height is computed by dividing the NAVD 88
 LW1619.geopotential number by the normal gravity value computed on the
 LW1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1619.degrees latitude (g = 980.6199 gals.).
 LW1619
 LW1619.The modeled gravity was interpolated from observed gravity values.
 LW1619
 LW1619;                    North         East    Units  Estimated Accuracy
 LW1619;SPC RI       -   101,660.       93,460.      MT  (+/- 180 meters Scaled)
 LW1619
 LW1619                          SUPERSEDED SURVEY CONTROL
 LW1619
 LW1619  NGVD 29 (??/??/92)   71.968  (m)          236.12   (f) ADJ UNCH    2 0
 LW1619
 LW1619.Superseded values are not recommended for survey control.
 LW1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1619.See file dsdata.txt to determine how the superseded data were derived.
 LW1619
 LW1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG864528(NAD 83)
 LW1619_MARKER: DD = SURVEY DISK
 LW1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1619_STAMPING: 592
 LW1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1619+STABILITY: SURFACE MOTION
 LW1619
 LW1619  HISTORY     - Date     Condition        Report By
 LW1619  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1619  HISTORY     - 1958     GOOD             NGS
 LW1619  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW1619
 LW1619                          STATION DESCRIPTION
 LW1619
 LW1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LW1619'0.1 MI S FROM SLATERSVILLE.
 LW1619'0.1 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE INDUSTRIAL
 LW1619'NATIONAL BANK BUILDING AT SLATERSVILLE, ABOUT 49 YARDS SOUTH
 LW1619'OF THE SOUTH END OF THE STONE BRIDGE OVER BRANCH RIVER, AT THE
 LW1619'JUNCTION OF BLACKTOP ROAD SOUTHWEST, 20 FEET WEST OF THE CENTER
 LW1619'LINE OF THE HIGHWAY, 74 FEET SOUTHEAST OF THE CENTER LINE OF
 LW1619'THE BLACKTOP ROAD, 75 FEET SOUTH OF POWER POLE 367-3, ABOUT
 LW1619'2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 LW1619'POST PROJECTING 4 INCHES.
 LW1619
 LW1619                          STATION RECOVERY (1969)
 LW1619
 LW1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1455 ***********************************************************************
 LW1455  DESIGNATION -  593
 LW1455  PID         -  LW1455
 LW1455  STATE/COUNTY-  RI/PROVIDENCE
 LW1455  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1455
 LW1455                         *CURRENT SURVEY CONTROL
 LW1455  ___________________________________________________________________
 LW1455* NAD 83(1986)-  41 50 10.     (N)    071 30 19.     (W)     SCALED    
 LW1455* NAVD 88     -        97.952  (meters)     321.36   (feet)  ADJUSTED  
 LW1455  ___________________________________________________________________
 LW1455  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LW1455  DYNAMIC HT  -          97.920 (meters)     321.26  (feet)  COMP
 LW1455  MODELED GRAV-     980,290.8   (mgal)                       NAVD 88
 LW1455
 LW1455  VERT ORDER  -  SECOND    CLASS 0
 LW1455
 LW1455.The horizontal coordinates were scaled from a topographic map and have
 LW1455.an estimated accuracy of +/- 6 seconds.
 LW1455
 LW1455.The orthometric height was determined by differential leveling
 LW1455.and adjusted by the National Geodetic Survey in June 1991..
 LW1455
 LW1455.The geoid height was determined by GEOID03.
 LW1455
 LW1455.The dynamic height is computed by dividing the NAVD 88
 LW1455.geopotential number by the normal gravity value computed on the
 LW1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1455.degrees latitude (g = 980.6199 gals.).
 LW1455
 LW1455.The modeled gravity was interpolated from observed gravity values.
 LW1455
 LW1455;                    North         East    Units  Estimated Accuracy
 LW1455;SPC RI       -    83,610.       99,560.      MT  (+/- 180 meters Scaled)
 LW1455
 LW1455                          SUPERSEDED SURVEY CONTROL
 LW1455
 LW1455  NGVD 29 (??/??/92)   98.201  (m)          322.18   (f) ADJ UNCH    2 0
 LW1455
 LW1455.Superseded values are not recommended for survey control.
 LW1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1455.See file dsdata.txt to determine how the superseded data were derived.
 LW1455
 LW1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG919346(NAD 83)
 LW1455_MARKER: DD = SURVEY DISK
 LW1455_SETTING: 80 = SET IN A BOULDER
 LW1455_SP_SET: BOULDER
 LW1455_STAMPING: 593
 LW1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1455+STABILITY: SURFACE MOTION
 LW1455
 LW1455  HISTORY     - Date     Condition        Report By
 LW1455  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1455  HISTORY     - 1969     GOOD             NGS
 LW1455
 LW1455                          STATION DESCRIPTION
 LW1455
 LW1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1455'0.9 MI NW FROM JOHNSTON.
 LW1455'ABOUT 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 5 FROM THE
 LW1455'INTERSECTION OF U.S. HIGHWAY 6 AT JOHNSTON, AT THE OUTSIDE AND
 LW1455'NEAR THE NORTH END OF A CURVE, SET IN THE TOP OF AN IMBEDDED
 LW1455'BOULDER WHICH IS 5 FEET LONG-1 FOOT WIDE AND PROJECTS 1/2 FOOT
 LW1455'ABOVE THE LEVEL OF THE GROUND, 43 FEET SOUTH OF THE CENTER LINE
 LW1455'OF THE SOUTH LEG OF A CIRCULAR DRIVE LEADING WEST TO HOUSE AT
 LW1455'NUMBER 1776 ATWOOD AVENUE, 13.6 FEET WEST OF THE WEST CURB OF THE
 LW1455'HIGHWAY, 50 FEET NORTH OF POWER LINE POLE 152, 18 1/2 FEET
 LW1455'SOUTHEAST OF A 12-INCH MAPLE TREE AND ABOUT LEVEL WITH THE
 LW1455'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1251 ***********************************************************************
 LW1251  DESIGNATION -  597
 LW1251  PID         -  LW1251
 LW1251  STATE/COUNTY-  RI/PROVIDENCE
 LW1251  USGS QUAD   -  CLAYVILLE (1975)
 LW1251
 LW1251                         *CURRENT SURVEY CONTROL
 LW1251  ___________________________________________________________________
 LW1251* NAD 83(1986)-  41 49 29.     (N)    071 44 52.     (W)     SCALED    
 LW1251* NAVD 88     -       172.495  (meters)     565.93   (feet)  ADJUSTED  
 LW1251  ___________________________________________________________________
 LW1251  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW1251  DYNAMIC HT  -         172.434 (meters)     565.73  (feet)  COMP
 LW1251  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 LW1251
 LW1251  VERT ORDER  -  SECOND    CLASS 0
 LW1251
 LW1251.The horizontal coordinates were scaled from a topographic map and have
 LW1251.an estimated accuracy of +/- 6 seconds.
 LW1251
 LW1251.The orthometric height was determined by differential leveling
 LW1251.and adjusted by the National Geodetic Survey in June 1991..
 LW1251
 LW1251.The geoid height was determined by GEOID03.
 LW1251
 LW1251.The dynamic height is computed by dividing the NAVD 88
 LW1251.geopotential number by the normal gravity value computed on the
 LW1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1251.degrees latitude (g = 980.6199 gals.).
 LW1251
 LW1251.The modeled gravity was interpolated from observed gravity values.
 LW1251
 LW1251;                    North         East    Units  Estimated Accuracy
 LW1251;SPC RI       -    82,370.       79,420.      MT  (+/- 180 meters Scaled)
 LW1251
 LW1251                          SUPERSEDED SURVEY CONTROL
 LW1251
 LW1251  NGVD 29 (??/??/92)  172.737  (m)          566.72   (f) ADJ UNCH    2 0
 LW1251
 LW1251.Superseded values are not recommended for survey control.
 LW1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1251.See file dsdata.txt to determine how the superseded data were derived.
 LW1251
 LW1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG718339(NAD 83)
 LW1251_MARKER: DD = SURVEY DISK
 LW1251_SETTING: 66 = SET IN ROCK OUTCROP
 LW1251_SP_SET: ROCK OUTCROP
 LW1251_STAMPING: 597
 LW1251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1251+STABILITY: POSITION/ELEVATION WELL
 LW1251
 LW1251  HISTORY     - Date     Condition        Report By
 LW1251  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1251  HISTORY     - 1969     GOOD             NGS
 LW1251
 LW1251                          STATION DESCRIPTION
 LW1251
 LW1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1251'2.1 MI S FROM FOSTER.
 LW1251'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 94 FROM THE INTERSECTION
 LW1251'OF STATE HIGHWAY 101 AT FOSTER, ABOUT 1.0 MILE NORTH OF THE
 LW1251'INTERSECTION OF U.S. HIGHWAY 6 AT SIMMONS CORNER, ABOUT 0.25
 LW1251'MILE SOUTH OF THE INTERSECTION OF EAST KILLINGLY ROAD, SET ON THE
 LW1251'TOP OF A ROCK WHICH IS 6 FEET LONG-4 FEET WIDE AND PROJECTS 1
 LW1251'FOOT AT THE EAST END, 30 FEET EAST OF THE CENTER LINE OF THE
 LW1251'HIGHWAY, 78 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM POWER
 LW1251'LINE POLE 29 AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1250 ***********************************************************************
 LW1250  DESIGNATION -  598
 LW1250  PID         -  LW1250
 LW1250  STATE/COUNTY-  RI/PROVIDENCE
 LW1250  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1250
 LW1250                         *CURRENT SURVEY CONTROL
 LW1250  ___________________________________________________________________
 LW1250* NAD 83(1986)-  41 50 16.     (N)    071 45 03.     (W)     SCALED    
 LW1250* NAVD 88     -       177.119  (meters)     581.10   (feet)  ADJUSTED  
 LW1250  ___________________________________________________________________
 LW1250  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW1250  DYNAMIC HT  -         177.056 (meters)     580.89  (feet)  COMP
 LW1250  MODELED GRAV-     980,262.5   (mgal)                       NAVD 88
 LW1250
 LW1250  VERT ORDER  -  SECOND    CLASS 0
 LW1250
 LW1250.The horizontal coordinates were scaled from a topographic map and have
 LW1250.an estimated accuracy of +/- 6 seconds.
 LW1250
 LW1250.The orthometric height was determined by differential leveling
 LW1250.and adjusted by the National Geodetic Survey in June 1991..
 LW1250
 LW1250.The geoid height was determined by GEOID03.
 LW1250
 LW1250.The dynamic height is computed by dividing the NAVD 88
 LW1250.geopotential number by the normal gravity value computed on the
 LW1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1250.degrees latitude (g = 980.6199 gals.).
 LW1250
 LW1250.The modeled gravity was interpolated from observed gravity values.
 LW1250
 LW1250;                    North         East    Units  Estimated Accuracy
 LW1250;SPC RI       -    83,820.       79,170.      MT  (+/- 180 meters Scaled)
 LW1250
 LW1250                          SUPERSEDED SURVEY CONTROL
 LW1250
 LW1250  NGVD 29 (??/??/92)  177.361  (m)          581.89   (f) ADJ UNCH    2 0
 LW1250
 LW1250.Superseded values are not recommended for survey control.
 LW1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1250.See file dsdata.txt to determine how the superseded data were derived.
 LW1250
 LW1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG715354(NAD 83)
 LW1250_MARKER: DD = SURVEY DISK
 LW1250_SETTING: 66 = SET IN ROCK OUTCROP
 LW1250_SP_SET: ROCK LEDGE
 LW1250_STAMPING: 598
 LW1250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1250+STABILITY: POSITION/ELEVATION WELL
 LW1250
 LW1250  HISTORY     - Date     Condition        Report By
 LW1250  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1250  HISTORY     - 1969     GOOD             NGS
 LW1250
 LW1250                          STATION DESCRIPTION
 LW1250
 LW1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1250'1.2 MI S FROM FOSTER.
 LW1250'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 94 FROM THE INTERSECTION
 LW1250'OF STATE HIGHWAY 101 AT FOSTER, ABOUT 0.7 MILE NORTH OF THE
 LW1250'JUNCTION OF EAST KILLINGLY ROAD, ON THE OUTSIDE OF A CURVE, SET
 LW1250'ON THE TOP OF A ROCK LEDGE WHICH IS 2 1/2 FEET WIDE AND 1 FOOT
 LW1250'HIGH AND IS AT THE BASE OF A ROCK LEDGE WHICH IS 50 FEET LONG
 LW1250'AND 6 FEET WIDE, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LW1250'65 FEET SOUTH OF POWER LINE POLE 58, 9 FEET SOUTH OF THE NORTH
 LW1250'END OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1249 ***********************************************************************
 LW1249  DESIGNATION -  599
 LW1249  PID         -  LW1249
 LW1249  STATE/COUNTY-  RI/PROVIDENCE
 LW1249  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1249
 LW1249                         *CURRENT SURVEY CONTROL
 LW1249  ___________________________________________________________________
 LW1249* NAD 83(1986)-  41 51 05.     (N)    071 45 29.     (W)     SCALED    
 LW1249* NAVD 88     -       217.450  (meters)     713.42   (feet)  ADJUSTED  
 LW1249  ___________________________________________________________________
 LW1249  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW1249  DYNAMIC HT  -         217.372 (meters)     713.16  (feet)  COMP
 LW1249  MODELED GRAV-     980,259.3   (mgal)                       NAVD 88
 LW1249
 LW1249  VERT ORDER  -  SECOND    CLASS 0
 LW1249
 LW1249.The horizontal coordinates were scaled from a topographic map and have
 LW1249.an estimated accuracy of +/- 6 seconds.
 LW1249
 LW1249.The orthometric height was determined by differential leveling
 LW1249.and adjusted by the National Geodetic Survey in June 1991..
 LW1249
 LW1249.The geoid height was determined by GEOID03.
 LW1249
 LW1249.The dynamic height is computed by dividing the NAVD 88
 LW1249.geopotential number by the normal gravity value computed on the
 LW1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1249.degrees latitude (g = 980.6199 gals.).
 LW1249
 LW1249.The modeled gravity was interpolated from observed gravity values.
 LW1249
 LW1249;                    North         East    Units  Estimated Accuracy
 LW1249;SPC RI       -    85,330.       78,570.      MT  (+/- 180 meters Scaled)
 LW1249
 LW1249                          SUPERSEDED SURVEY CONTROL
 LW1249
 LW1249  NGVD 29 (??/??/92)  217.690  (m)          714.20   (f) ADJ UNCH    2 0
 LW1249
 LW1249.Superseded values are not recommended for survey control.
 LW1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1249.See file dsdata.txt to determine how the superseded data were derived.
 LW1249
 LW1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG710369(NAD 83)
 LW1249_MARKER: DD = SURVEY DISK
 LW1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1249_STAMPING: 599
 LW1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1249+STABILITY: SURFACE MOTION
 LW1249
 LW1249  HISTORY     - Date     Condition        Report By
 LW1249  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1249  HISTORY     - 1969     GOOD             NGS
 LW1249
 LW1249                          STATION DESCRIPTION
 LW1249
 LW1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1249'AT FOSTER.
 LW1249'AT FOSTER, ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 94 FROM THE
 LW1249'INTERSECTION OF STATE HIGHWAY 101 AT FOSTER, 28 FEET WEST OF
 LW1249'THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTHWEST OF THE CENTER OF
 LW1249'A ROUND METAL MAN-HOLE COVER, 24 FEET NORTH OF POWER LINE POLE
 LW1249'97, 2.8 FEET SOUTHEAST OF THE NORTH END OF A CHAIN LINK FENCE, 3
 LW1249'FEET SOUTH OF THE SOUTH FACE OF A STONE FENCE, 1 1/2 FEET ABOVE
 LW1249'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1249'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1199 ***********************************************************************
 LW1199  DESIGNATION -  60
 LW1199  PID         -  LW1199
 LW1199  STATE/COUNTY-  RI/PROVIDENCE
 LW1199  USGS QUAD   -  CHEPACHET (1975)
 LW1199
 LW1199                         *CURRENT SURVEY CONTROL
 LW1199  ___________________________________________________________________
 LW1199* NAD 83(1986)-  41 55 33.     (N)    071 40 11.     (W)     SCALED    
 LW1199* NAVD 88     -       117.889  (meters)     386.77   (feet)  ADJUSTED  
 LW1199  ___________________________________________________________________
 LW1199  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW1199  DYNAMIC HT  -         117.849 (meters)     386.64  (feet)  COMP
 LW1199  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 LW1199
 LW1199  VERT ORDER  -  SECOND    CLASS 0
 LW1199
 LW1199.The horizontal coordinates were scaled from a topographic map and have
 LW1199.an estimated accuracy of +/- 6 seconds.
 LW1199
 LW1199.The orthometric height was determined by differential leveling
 LW1199.and adjusted by the National Geodetic Survey in June 1991..
 LW1199
 LW1199.The geoid height was determined by GEOID03.
 LW1199
 LW1199.The dynamic height is computed by dividing the NAVD 88
 LW1199.geopotential number by the normal gravity value computed on the
 LW1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1199.degrees latitude (g = 980.6199 gals.).
 LW1199
 LW1199.The modeled gravity was interpolated from observed gravity values.
 LW1199
 LW1199;                    North         East    Units  Estimated Accuracy
 LW1199;SPC RI       -    93,580.       85,920.      MT  (+/- 180 meters Scaled)
 LW1199
 LW1199                          SUPERSEDED SURVEY CONTROL
 LW1199
 LW1199  NGVD 29 (??/??/92)  118.132  (m)          387.57   (f) ADJ UNCH    2 0
 LW1199
 LW1199.Superseded values are not recommended for survey control.
 LW1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1199.See file dsdata.txt to determine how the superseded data were derived.
 LW1199
 LW1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG786449(NAD 83)
 LW1199_MARKER: DD = SURVEY DISK
 LW1199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1199_SP_SET: ABUTMENT
 LW1199_STAMPING: 60
 LW1199_MARK LOGO: RIBPR 
 LW1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1199
 LW1199  HISTORY     - Date     Condition        Report By
 LW1199  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1199  HISTORY     - 1969     GOOD             NGS
 LW1199  HISTORY     - 1986     GOOD             RIGS
 LW1199  HISTORY     - 1987     GOOD             USPSQD
 LW1199  HISTORY     - 1988     GOOD             USPSQD
 LW1199  HISTORY     - 19900524 GOOD             USPSQD
 LW1199
 LW1199                          STATION DESCRIPTION
 LW1199
 LW1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1199'0.8 MI N FROM CHEPACHET.
 LW1199'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1199'JUNCTION OF U.S. HIGHWAY 44 AT CHEPACHET, SET ON THE TOP OF THE
 LW1199'WEST END OF THE SOUTH ABUTMENT OF A 12-FOOT CONCRETE BRIDGE OVER
 LW1199'SUCKER BROOK, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.2
 LW1199'FEET EAST OF THE WEST END OF THE TOP STEP OF THE ABUTMENT AND
 LW1199'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 LW1199
 LW1199                          STATION RECOVERY (1986)
 LW1199
 LW1199'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1199'RECOVERED IN GOOD CONDITION.
 LW1199
 LW1199                          STATION RECOVERY (1987)
 LW1199
 LW1199'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1199'RECOVERED IN GOOD CONDITION.
 LW1199
 LW1199                          STATION RECOVERY (1988)
 LW1199
 LW1199'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1199'RECOVERED IN GOOD CONDITION.
 LW1199
 LW1199                          STATION RECOVERY (1990)
 LW1199
 LW1199'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1453 ***********************************************************************
 LW1453  DESIGNATION -  600
 LW1453  PID         -  LW1453
 LW1453  STATE/COUNTY-  RI/PROVIDENCE
 LW1453  USGS QUAD   -  CLAYVILLE (1975)
 LW1453
 LW1453                         *CURRENT SURVEY CONTROL
 LW1453  ___________________________________________________________________
 LW1453* NAD 83(1986)-  41 47 10.     (N)    071 39 54.     (W)     SCALED    
 LW1453* NAVD 88     -        95.828  (meters)     314.40   (feet)  ADJUSTED  
 LW1453  ___________________________________________________________________
 LW1453  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW1453  DYNAMIC HT  -          95.795 (meters)     314.29  (feet)  COMP
 LW1453  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LW1453
 LW1453  VERT ORDER  -  SECOND    CLASS 0
 LW1453
 LW1453.The horizontal coordinates were scaled from a topographic map and have
 LW1453.an estimated accuracy of +/- 6 seconds.
 LW1453
 LW1453.The orthometric height was determined by differential leveling
 LW1453.and adjusted by the National Geodetic Survey in June 1991..
 LW1453
 LW1453.The geoid height was determined by GEOID03.
 LW1453
 LW1453.The dynamic height is computed by dividing the NAVD 88
 LW1453.geopotential number by the normal gravity value computed on the
 LW1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1453.degrees latitude (g = 980.6199 gals.).
 LW1453
 LW1453.The modeled gravity was interpolated from observed gravity values.
 LW1453
 LW1453;                    North         East    Units  Estimated Accuracy
 LW1453;SPC RI       -    78,070.       86,280.      MT  (+/- 180 meters Scaled)
 LW1453
 LW1453                          SUPERSEDED SURVEY CONTROL
 LW1453
 LW1453  NGVD 29 (??/??/92)   96.073  (m)          315.20   (f) ADJ UNCH    2 0
 LW1453
 LW1453.Superseded values are not recommended for survey control.
 LW1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1453.See file dsdata.txt to determine how the superseded data were derived.
 LW1453
 LW1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG785294(NAD 83)
 LW1453_MARKER: DD = SURVEY DISK
 LW1453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1453_SP_SET: BRIDGE
 LW1453_STAMPING: 600
 LW1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1453
 LW1453  HISTORY     - Date     Condition        Report By
 LW1453  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1453  HISTORY     - 1969     GOOD             NGS
 LW1453  HISTORY     - 1987     GOOD             USPSQD
 LW1453
 LW1453                          STATION DESCRIPTION
 LW1453
 LW1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1453'1.1 MI E FROM CLAYVILLE.
 LW1453'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1453'CLAYVILLE CHURCH AT CLAYVILLE, THENCE 0.1 MILE SOUTHEAST ALONG
 LW1453'STATE HIGHWAY 12, SET ON THE TOP OF THE NORTHWEST END OF THE
 LW1453'SOUTHWEST CONCRETE HEADWALL FOR A 15-FOOT BRIDGE OVER A SMALL
 LW1453'STREAM, 25 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY
 LW1453'AND 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THE
 LW1453'FOUNDATION OF THE BRIDGE IS RESTING ON SOLID MASS OF BEDROCK.
 LW1453
 LW1453                          STATION RECOVERY (1987)
 LW1453
 LW1453'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1452 ***********************************************************************
 LW1452  DESIGNATION -  601
 LW1452  PID         -  LW1452
 LW1452  STATE/COUNTY-  RI/PROVIDENCE
 LW1452  USGS QUAD   -  CLAYVILLE (1975)
 LW1452
 LW1452                         *CURRENT SURVEY CONTROL
 LW1452  ___________________________________________________________________
 LW1452* NAD 83(1986)-  41 46 47.     (N)    071 38 54.     (W)     SCALED    
 LW1452* NAVD 88     -        90.678  (meters)     297.50   (feet)  ADJUSTED  
 LW1452  ___________________________________________________________________
 LW1452  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW1452  DYNAMIC HT  -          90.646 (meters)     297.39  (feet)  COMP
 LW1452  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 LW1452
 LW1452  VERT ORDER  -  SECOND    CLASS 0
 LW1452
 LW1452.The horizontal coordinates were scaled from a topographic map and have
 LW1452.an estimated accuracy of +/- 6 seconds.
 LW1452
 LW1452.The orthometric height was determined by differential leveling
 LW1452.and adjusted by the National Geodetic Survey in June 1991..
 LW1452
 LW1452.The geoid height was determined by GEOID03.
 LW1452
 LW1452.The dynamic height is computed by dividing the NAVD 88
 LW1452.geopotential number by the normal gravity value computed on the
 LW1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1452.degrees latitude (g = 980.6199 gals.).
 LW1452
 LW1452.The modeled gravity was interpolated from observed gravity values.
 LW1452
 LW1452;                    North         East    Units  Estimated Accuracy
 LW1452;SPC RI       -    77,350.       87,670.      MT  (+/- 180 meters Scaled)
 LW1452
 LW1452                          SUPERSEDED SURVEY CONTROL
 LW1452
 LW1452  NGVD 29 (??/??/92)   90.924  (m)          298.31   (f) ADJ UNCH    2 0
 LW1452
 LW1452.Superseded values are not recommended for survey control.
 LW1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1452.See file dsdata.txt to determine how the superseded data were derived.
 LW1452
 LW1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG799287(NAD 83)
 LW1452_MARKER: DD = SURVEY DISK
 LW1452_SETTING: 66 = SET IN ROCK OUTCROP
 LW1452_SP_SET: ROCK LEDGE
 LW1452_STAMPING: 601
 LW1452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1452+STABILITY: POSITION/ELEVATION WELL
 LW1452
 LW1452  HISTORY     - Date     Condition        Report By
 LW1452  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1452  HISTORY     - 1969     GOOD             NGS
 LW1452  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1452
 LW1452                          STATION DESCRIPTION
 LW1452
 LW1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1452'2.1 MI E FROM CLAYVILLE.
 LW1452'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1452'CLAYVILLE CHURCH AT CLAYVILLE, THENCE 1.1 MILES SOUTHEAST ALONG
 LW1452'STATE HIGHWAY 12, AT THE OUTSIDE OF A CURVE, SET ON THE TOP OF A
 LW1452'MOSS COVERED LEDGE OF ROCK WHICH IS 2 1/2 FEET HIGH, 21.4 FEET
 LW1452'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 65 FEET WEST OF POWER
 LW1452'LINE POLE 247, 35 1/2 FEET NORTHEAST OF A 4 FOOT HIGH CONCRETE
 LW1452'POST SUPPORTING A CITY OF PROVIDENCE NO TRESPASSING SIGN, 1 FOOT
 LW1452'SOUTH OF THE NORTH EDGE OF THE ROCK AND 1 1/2 FEET ABOVE THE
 LW1452'LEVEL OF THE HIGHWAY.
 LW1452
 LW1452                          STATION RECOVERY (1987)
 LW1452
 LW1452'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1450 ***********************************************************************
 LW1450  DESIGNATION -  602
 LW1450  PID         -  LW1450
 LW1450  STATE/COUNTY-  RI/PROVIDENCE
 LW1450  USGS QUAD   -  CLAYVILLE (1975)
 LW1450
 LW1450                         *CURRENT SURVEY CONTROL
 LW1450  ___________________________________________________________________
 LW1450* NAD 83(1986)-  41 46 10.     (N)    071 38 00.     (W)     SCALED    
 LW1450* NAVD 88     -       102.819  (meters)     337.33   (feet)  ADJUSTED  
 LW1450  ___________________________________________________________________
 LW1450  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW1450  DYNAMIC HT  -         102.784 (meters)     337.22  (feet)  COMP
 LW1450  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 LW1450
 LW1450  VERT ORDER  -  SECOND    CLASS 0
 LW1450
 LW1450.The horizontal coordinates were scaled from a topographic map and have
 LW1450.an estimated accuracy of +/- 6 seconds.
 LW1450
 LW1450.The orthometric height was determined by differential leveling
 LW1450.and adjusted by the National Geodetic Survey in June 1991..
 LW1450
 LW1450.The geoid height was determined by GEOID03.
 LW1450
 LW1450.The dynamic height is computed by dividing the NAVD 88
 LW1450.geopotential number by the normal gravity value computed on the
 LW1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1450.degrees latitude (g = 980.6199 gals.).
 LW1450
 LW1450.The modeled gravity was interpolated from observed gravity values.
 LW1450
 LW1450;                    North         East    Units  Estimated Accuracy
 LW1450;SPC RI       -    76,210.       88,910.      MT  (+/- 180 meters Scaled)
 LW1450
 LW1450                          SUPERSEDED SURVEY CONTROL
 LW1450
 LW1450  NGVD 29 (??/??/92)  103.066  (m)          338.14   (f) ADJ UNCH    2 0
 LW1450
 LW1450.Superseded values are not recommended for survey control.
 LW1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1450.See file dsdata.txt to determine how the superseded data were derived.
 LW1450
 LW1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG811275(NAD 83)
 LW1450_MARKER: DD = SURVEY DISK
 LW1450_SETTING: 66 = SET IN ROCK OUTCROP
 LW1450_SP_SET: ROCK LEDGE
 LW1450_STAMPING: 602
 LW1450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1450+STABILITY: POSITION/ELEVATION WELL
 LW1450
 LW1450  HISTORY     - Date     Condition        Report By
 LW1450  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1450  HISTORY     - 1969     GOOD             NGS
 LW1450  HISTORY     - 1987     GOOD             USPSQD
 LW1450
 LW1450                          STATION DESCRIPTION
 LW1450
 LW1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1450'3.3 MI E FROM CLAYVILLE.
 LW1450'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1450'CLAYVILLE CHURCH AT CLAYVILLE, THENCE 2.3 MILES SOUTHEAST ALONG
 LW1450'STATE HIGHWAY 12, ON THE SOUTHEAST SLOPE OF A HILL, ABOUT 80
 LW1450'YARDS SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY
 LW1450'AND FIELD HILL ROAD LEADING WEST, SET IN THE TOP OF A SLOPING
 LW1450'ROCK LEDGE WHICH IS ABOUT 30-FEET LONG-4 FEET WIDE AND 3 FEET
 LW1450'HIGH AND IS PART OF A LARGE ROCK CLIFF, 54.7 FEET NORTHWEST OF
 LW1450'THE CENTER LINE OF THE HIGHWAY, 33 1/2 FEET NORTHWEST OF POWER
 LW1450'LINE POLE 225, 1.8 FEET NORTH OF THE SOUTH EDGE OF THE LEDGE
 LW1450'AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1450
 LW1450                          STATION RECOVERY (1987)
 LW1450
 LW1450'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1449 ***********************************************************************
 LW1449  DESIGNATION -  603
 LW1449  PID         -  LW1449
 LW1449  STATE/COUNTY-  RI/PROVIDENCE
 LW1449  USGS QUAD   -  CLAYVILLE (1975)
 LW1449
 LW1449                         *CURRENT SURVEY CONTROL
 LW1449  ___________________________________________________________________
 LW1449* NAD 83(1986)-  41 45 24.     (N)    071 37 31.     (W)     SCALED    
 LW1449* NAVD 88     -       148.959  (meters)     488.71   (feet)  ADJUSTED  
 LW1449  ___________________________________________________________________
 LW1449  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1449  DYNAMIC HT  -         148.908 (meters)     488.54  (feet)  COMP
 LW1449  MODELED GRAV-     980,280.3   (mgal)                       NAVD 88
 LW1449
 LW1449  VERT ORDER  -  SECOND    CLASS 0
 LW1449
 LW1449.The horizontal coordinates were scaled from a topographic map and have
 LW1449.an estimated accuracy of +/- 6 seconds.
 LW1449
 LW1449.The orthometric height was determined by differential leveling
 LW1449.and adjusted by the National Geodetic Survey in June 1991..
 LW1449
 LW1449.The geoid height was determined by GEOID03.
 LW1449
 LW1449.The dynamic height is computed by dividing the NAVD 88
 LW1449.geopotential number by the normal gravity value computed on the
 LW1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1449.degrees latitude (g = 980.6199 gals.).
 LW1449
 LW1449.The modeled gravity was interpolated from observed gravity values.
 LW1449
 LW1449;                    North         East    Units  Estimated Accuracy
 LW1449;SPC RI       -    74,790.       89,580.      MT  (+/- 180 meters Scaled)
 LW1449
 LW1449                          SUPERSEDED SURVEY CONTROL
 LW1449
 LW1449  NGVD 29 (??/??/92)  149.206  (m)          489.52   (f) ADJ UNCH    2 0
 LW1449
 LW1449.Superseded values are not recommended for survey control.
 LW1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1449.See file dsdata.txt to determine how the superseded data were derived.
 LW1449
 LW1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG817260(NAD 83)
 LW1449_MARKER: DD = SURVEY DISK
 LW1449_SETTING: 80 = SET IN A BOULDER
 LW1449_SP_SET: BOULDER
 LW1449_STAMPING: 603
 LW1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1449+STABILITY: SURFACE MOTION
 LW1449
 LW1449  HISTORY     - Date     Condition        Report By
 LW1449  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1449  HISTORY     - 1969     GOOD             NGS
 LW1449  HISTORY     - 1987     GOOD             USPSQD
 LW1449
 LW1449                          STATION DESCRIPTION
 LW1449
 LW1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1449'4.3 MI E FROM CLAYVILLE.
 LW1449'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1449'CLAYVILLE CHURCH AT CLAYVILLE, THENCE 3.3 MILES SOUTHEAST ALONG
 LW1449'STATE HIGHWAY 12, ABOUT 0.75 MILE SOUTHEAST OF THE JUNCTION OF
 LW1449'OLD PLAINFIELD ROAD, ON THE NORTH SLOPE OF A LONG HILL, SET IN
 LW1449'THE TOP OF AN IMBEDDED BOULDER WHICH IS 7 FEET LONG-4 FEET WIDE
 LW1449'AND PROJECTS 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, 32.6 FEET
 LW1449'EAST OF THE CENTER LINE OF THE HIGHWAY, 81 FEET SOUTHEAST OF AND
 LW1449'ACROSS THE HIGHWAY FROM POWER LINE POLE 175, 28 FEET SOUTH OF THE
 LW1449'CENTER LINE OF A DRIVEWAY LEADING EAST, AND ABOUT LEVEL WITH
 LW1449'THE HIGHWAY.
 LW1449
 LW1449                          STATION RECOVERY (1987)
 LW1449
 LW1449'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1444 ***********************************************************************
 LW1444  DESIGNATION -  604
 LW1444  PID         -  LW1444
 LW1444  STATE/COUNTY-  RI/PROVIDENCE
 LW1444  USGS QUAD   -  CROMPTON (1995)
 LW1444
 LW1444                         *CURRENT SURVEY CONTROL
 LW1444  ___________________________________________________________________
 LW1444* NAD 83(1986)-  41 44 43.     (N)    071 36 54.     (W)     SCALED    
 LW1444* NAVD 88     -       116.551  (meters)     382.38   (feet)  ADJUSTED  
 LW1444  ___________________________________________________________________
 LW1444  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW1444  DYNAMIC HT  -         116.511 (meters)     382.25  (feet)  COMP
 LW1444  MODELED GRAV-     980,281.5   (mgal)                       NAVD 88
 LW1444
 LW1444  VERT ORDER  -  SECOND    CLASS 0
 LW1444
 LW1444.The horizontal coordinates were scaled from a topographic map and have
 LW1444.an estimated accuracy of +/- 6 seconds.
 LW1444
 LW1444.The orthometric height was determined by differential leveling
 LW1444.and adjusted by the National Geodetic Survey in June 1991..
 LW1444
 LW1444.The geoid height was determined by GEOID03.
 LW1444
 LW1444.The dynamic height is computed by dividing the NAVD 88
 LW1444.geopotential number by the normal gravity value computed on the
 LW1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1444.degrees latitude (g = 980.6199 gals.).
 LW1444
 LW1444.The modeled gravity was interpolated from observed gravity values.
 LW1444
 LW1444;                    North         East    Units  Estimated Accuracy
 LW1444;SPC RI       -    73,520.       90,430.      MT  (+/- 180 meters Scaled)
 LW1444
 LW1444                          SUPERSEDED SURVEY CONTROL
 LW1444
 LW1444  NGVD 29 (??/??/92)  116.798  (m)          383.19   (f) ADJ UNCH    2 0
 LW1444
 LW1444.Superseded values are not recommended for survey control.
 LW1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1444.See file dsdata.txt to determine how the superseded data were derived.
 LW1444
 LW1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG825248(NAD 83)
 LW1444_MARKER: DD = SURVEY DISK
 LW1444_SETTING: 80 = SET IN A BOULDER
 LW1444_SP_SET: BOULDER
 LW1444_STAMPING: 604
 LW1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1444+STABILITY: SURFACE MOTION
 LW1444
 LW1444  HISTORY     - Date     Condition        Report By
 LW1444  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1444  HISTORY     - 1969     GOOD             NGS
 LW1444  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1444
 LW1444                          STATION DESCRIPTION
 LW1444
 LW1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1444'4.8 MI W FROM HOPE.
 LW1444'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE
 LW1444'JUNCTION OF STATE HIGHWAY 115 AT HOPE, THENCE 2.85 MILES
 LW1444'SOUTHWEST ALONG STATE HIGHWAY 12, ABOUT 1.0 MILE NORTHEAST
 LW1444'ALONG STATE HIGHWAY 102 FROM THE CLAYVILLE CHURCH AT CLAYVILLE,
 LW1444'THENCE 4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 12, 179 FEET
 LW1444'NORTHWEST OF THE CENTER OF THE JUNCTION OF MATTESON ROAD, SET
 LW1444'ON THE TOP OF A ROCK WHICH IS ABOUT 8 FEET LONG AND 2 FEET HIGH
 LW1444'ON THE SOUTHWEST SIDE, 43 FEET SOUTHWEST OF THE CENTER LINE OF
 LW1444'THE HIGHWAY, 70 1/2 FEET NORTHWEST OF POWER LINE POLE 131, 1 1/2
 LW1444'FEET NORTH OF THE SOUTH CORNER OF THE ROCK AND 2 FEET BELOW
 LW1444'THE LEVEL OF THE HIGHWAY.
 LW1444
 LW1444                          STATION RECOVERY (1987)
 LW1444
 LW1444'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1442 ***********************************************************************
 LW1442  DESIGNATION -  605
 LW1442  PID         -  LW1442
 LW1442  STATE/COUNTY-  RI/PROVIDENCE
 LW1442  USGS QUAD   -  CROMPTON (1995)
 LW1442
 LW1442                         *CURRENT SURVEY CONTROL
 LW1442  ___________________________________________________________________
 LW1442* NAD 83(1986)-  41 44 41.     (N)    071 35 48.     (W)     SCALED    
 LW1442* NAVD 88     -       114.353  (meters)     375.17   (feet)  ADJUSTED  
 LW1442  ___________________________________________________________________
 LW1442  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW1442  DYNAMIC HT  -         114.314 (meters)     375.05  (feet)  COMP
 LW1442  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 LW1442
 LW1442  VERT ORDER  -  SECOND    CLASS 0
 LW1442
 LW1442.The horizontal coordinates were scaled from a topographic map and have
 LW1442.an estimated accuracy of +/- 6 seconds.
 LW1442
 LW1442.The orthometric height was determined by differential leveling
 LW1442.and adjusted by the National Geodetic Survey in June 1991..
 LW1442
 LW1442.The geoid height was determined by GEOID03.
 LW1442
 LW1442.The dynamic height is computed by dividing the NAVD 88
 LW1442.geopotential number by the normal gravity value computed on the
 LW1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1442.degrees latitude (g = 980.6199 gals.).
 LW1442
 LW1442.The modeled gravity was interpolated from observed gravity values.
 LW1442
 LW1442;                    North         East    Units  Estimated Accuracy
 LW1442;SPC RI       -    73,460.       91,960.      MT  (+/- 180 meters Scaled)
 LW1442
 LW1442                          SUPERSEDED SURVEY CONTROL
 LW1442
 LW1442  NGVD 29 (??/??/92)  114.601  (m)          375.99   (f) ADJ UNCH    2 0
 LW1442
 LW1442.Superseded values are not recommended for survey control.
 LW1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1442.See file dsdata.txt to determine how the superseded data were derived.
 LW1442
 LW1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG840246(NAD 83)
 LW1442_MARKER: DD = SURVEY DISK
 LW1442_SETTING: 80 = SET IN A BOULDER
 LW1442_SP_SET: BOULDER
 LW1442_STAMPING: 605
 LW1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1442+STABILITY: SURFACE MOTION
 LW1442
 LW1442  HISTORY     - Date     Condition        Report By
 LW1442  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1442  HISTORY     - 1969     GOOD             NGS
 LW1442
 LW1442                          STATION DESCRIPTION
 LW1442
 LW1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1442'3.8 MI W FROM HOPE.
 LW1442'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1442'OF STATE HIGHWAY 115 AT HOPE, THENCE 1.85 MILES SOUTHWEST ALONG
 LW1442'STATE HIGHWAY 12, ABOUT 0.1 MILE NORTHWEST OF THE CENTER OF A
 LW1442'CURVE, SET ON THE TOP OF A ROUND IMBEDDED BOULDER WHICH IS 10
 LW1442'FEET WIDE AND 3 1/2 FEET HIGH.  36 FEET SOUTHWEST OF THE CENTER
 LW1442'LINE OF THE HIGHWAY, 64 1/2 FEET SOUTH-SOUTHEAST OF POWER LINE
 LW1442'POLE 87 AND 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1437 ***********************************************************************
 LW1437  DESIGNATION -  606
 LW1437  PID         -  LW1437
 LW1437  STATE/COUNTY-  RI/PROVIDENCE
 LW1437  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1437
 LW1437                         *CURRENT SURVEY CONTROL
 LW1437  ___________________________________________________________________
 LW1437* NAD 83(1986)-  41 45 02.     (N)    071 35 20.     (W)     SCALED    
 LW1437* NAVD 88     -        92.883  (meters)     304.73   (feet)  ADJUSTED  
 LW1437  ___________________________________________________________________
 LW1437  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW1437  DYNAMIC HT  -          92.852 (meters)     304.63  (feet)  COMP
 LW1437  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 LW1437
 LW1437  VERT ORDER  -  SECOND    CLASS 0
 LW1437
 LW1437.The horizontal coordinates were scaled from a topographic map and have
 LW1437.an estimated accuracy of +/- 6 seconds.
 LW1437
 LW1437.The orthometric height was determined by differential leveling
 LW1437.and adjusted by the National Geodetic Survey in June 1991..
 LW1437
 LW1437.The geoid height was determined by GEOID03.
 LW1437
 LW1437.The dynamic height is computed by dividing the NAVD 88
 LW1437.geopotential number by the normal gravity value computed on the
 LW1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1437.degrees latitude (g = 980.6199 gals.).
 LW1437
 LW1437.The modeled gravity was interpolated from observed gravity values.
 LW1437
 LW1437;                    North         East    Units  Estimated Accuracy
 LW1437;SPC RI       -    74,110.       92,610.      MT  (+/- 180 meters Scaled)
 LW1437
 LW1437                          SUPERSEDED SURVEY CONTROL
 LW1437
 LW1437  NGVD 29 (??/??/92)   93.131  (m)          305.55   (f) ADJ UNCH    2 0
 LW1437
 LW1437.Superseded values are not recommended for survey control.
 LW1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1437.See file dsdata.txt to determine how the superseded data were derived.
 LW1437
 LW1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG847253(NAD 83)
 LW1437_MARKER: DD = SURVEY DISK
 LW1437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1437_SP_SET: GUARD RAIL
 LW1437_STAMPING: 606
 LW1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1437+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 LW1437
 LW1437  HISTORY     - Date     Condition        Report By
 LW1437  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1437  HISTORY     - 1969     GOOD             NGS
 LW1437  HISTORY     - 1987     GOOD             USPSQD
 LW1437  HISTORY     - 1989     GOOD             USPSQD
 LW1437  HISTORY     - 20050207 GOOD             USPSQD
 LW1437
 LW1437                          STATION DESCRIPTION
 LW1437
 LW1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1437'3.2 MI W FROM HOPE.
 LW1437'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1437'OF STATE HIGHWAY 115 AT HOPE, THENCE 1.2 MILES SOUTHWEST ALONG
 LW1437'STATE HIGHWAY 12, SET IN THE TOP OF THE WEST END OF THE SOUTH
 LW1437'CONCRETE GUARD RAIL AT WEST END OF THE SPILLWAY OVER KENT DAM,
 LW1437'19 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET EAST
 LW1437'OF THE WEST END OF THE GUARD RAIL AND 3 1/2 FEET ABOVE THE LEVEL
 LW1437'OF THE HIGHWAY.
 LW1437
 LW1437                          STATION RECOVERY (1987)
 LW1437
 LW1437'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1437'RECOVERED IN GOOD CONDITION.
 LW1437
 LW1437                          STATION RECOVERY (1989)
 LW1437
 LW1437'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1437'RECOVERED IN GOOD CONDITION.
 LW1437
 LW1437                          STATION RECOVERY (2005)
 LW1437
 LW1437'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5624 ***********************************************************************
 LW5624  DESIGNATION -  607 RESET
 LW5624  PID         -  LW5624
 LW5624  STATE/COUNTY-  RI/PROVIDENCE
 LW5624  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5624
 LW5624                         *CURRENT SURVEY CONTROL
 LW5624  ___________________________________________________________________
 LW5624* NAD 83(1986)-  41 45 46.     (N)    071 34 15.     (W)     SCALED    
 LW5624* NAVD 88     -        89.04   (meters)     292.1    (feet)  RESET     
 LW5624  ___________________________________________________________________
 LW5624  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW5624
 LW5624  VERT ORDER  -  THIRD
 LW5624
 LW5624.The horizontal coordinates were scaled from a topographic map and have
 LW5624.an estimated accuracy of +/- 6 seconds.
 LW5624
 LW5624.The orthometric height was computed from unverified reset data.
 LW5624.No vertical observational check was made to the station.
 LW5624
 LW5624.The geoid height was determined by GEOID03.
 LW5624
 LW5624;                    North         East    Units  Estimated Accuracy
 LW5624;SPC RI       -    75,460.       94,110.      MT  (+/- 180 meters Scaled)
 LW5624
 LW5624                          SUPERSEDED SURVEY CONTROL
 LW5624
 LW5624  NGVD 29 (11/21/01)   89.29   (m)          292.9    (f) RESET       3  
 LW5624
 LW5624.Superseded values are not recommended for survey control.
 LW5624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5624.See file dsdata.txt to determine how the superseded data were derived.
 LW5624
 LW5624_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG862266(NAD 83)
 LW5624_MARKER: DD = SURVEY DISK
 LW5624_SETTING: 80 = SET IN A BOULDER
 LW5624_SP_SET: BOULDER
 LW5624_STAMPING: RIBPR 607 RESET 1986
 LW5624_MARK LOGO: RIGS  
 LW5624_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5624+STABILITY: SURFACE MOTION
 LW5624
 LW5624  HISTORY     - Date     Condition        Report By
 LW5624  HISTORY     - 1986     MONUMENTED       RIGS
 LW5624  HISTORY     - 19960923 GOOD             USPSQD
 LW5624  HISTORY     - 19991231 GOOD             USPSQD
 LW5624
 LW5624                          STATION DESCRIPTION
 LW5624
 LW5624'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5624'THE MARK IS LOCATED ABOUT 3.6 KM (2.25 MI) NORTH ALONG STATE ROUTE
 LW5624'116 FROM THE JUNCTION OF STATE ROUTE 115 AND STATE ROUTE 116 IN THE
 LW5624'TOWN OF HOPE.  IT IS ABOUT .32 KM (0.20 MI) NORTH ALONG STATE ROUTE
 LW5624'116 FROM THE INTERSECTION OF STATE ROUTE 12 AND STATE ROUTE 116.  THE
 LW5624'MARK IS 18.3 M (60.0 FT) EAST OF THE CENTERLINE OF STATE ROUTE 116,
 LW5624'5.5 M (18.0 FT) NORTHWEST OF THE NORTHERLY CORNER OF A 7 FT HIGH
 LW5624'TRIANGULAR SHAPED BOULDER, AND 1.23 M (4.0 FT) EAST FROM A WITNESS
 LW5624'POST.  THE MARK IS ABOUT LEVEL WITH THE HIGHWAY.
 LW5624
 LW5624                          STATION RECOVERY (1996)
 LW5624
 LW5624'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW5624'RECOVERED IN GOOD CONDITION.
 LW5624
 LW5624                          STATION RECOVERY (1999)
 LW5624
 LW5624'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW5624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0358 ***********************************************************************
 LW0358  DESIGNATION -  608
 LW0358  PID         -  LW0358
 LW0358  STATE/COUNTY-  RI/KENT
 LW0358  USGS QUAD   -  EAST GREENWICH (1975)
 LW0358
 LW0358                         *CURRENT SURVEY CONTROL
 LW0358  ___________________________________________________________________
 LW0358* NAD 83(1986)-  41 39 28.     (N)    071 29 49.     (W)     SCALED    
 LW0358* NAVD 88     -        71.814  (meters)     235.61   (feet)  ADJUSTED  
 LW0358  ___________________________________________________________________
 LW0358  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW0358  DYNAMIC HT  -          71.789 (meters)     235.53  (feet)  COMP
 LW0358  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 LW0358
 LW0358  VERT ORDER  -  SECOND    CLASS 0
 LW0358
 LW0358.The horizontal coordinates were scaled from a topographic map and have
 LW0358.an estimated accuracy of +/- 6 seconds.
 LW0358
 LW0358.The orthometric height was determined by differential leveling
 LW0358.and adjusted by the National Geodetic Survey in June 1991..
 LW0358
 LW0358.The geoid height was determined by GEOID03.
 LW0358
 LW0358.The dynamic height is computed by dividing the NAVD 88
 LW0358.geopotential number by the normal gravity value computed on the
 LW0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0358.degrees latitude (g = 980.6199 gals.).
 LW0358
 LW0358.The modeled gravity was interpolated from observed gravity values.
 LW0358
 LW0358;                    North         East    Units  Estimated Accuracy
 LW0358;SPC RI       -    63,800.      100,260.      MT  (+/- 180 meters Scaled)
 LW0358
 LW0358                          SUPERSEDED SURVEY CONTROL
 LW0358
 LW0358  NGVD 29 (??/??/92)   72.073  (m)          236.46   (f) ADJ UNCH    2 0
 LW0358
 LW0358.Superseded values are not recommended for survey control.
 LW0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0358.See file dsdata.txt to determine how the superseded data were derived.
 LW0358
 LW0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG920147(NAD 83)
 LW0358_MARKER: DD = SURVEY DISK
 LW0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0358_STAMPING: 608
 LW0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0358+STABILITY: SURFACE MOTION
 LW0358
 LW0358  HISTORY     - Date     Condition        Report By
 LW0358  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0358  HISTORY     - 1969     GOOD             NGS
 LW0358
 LW0358                          STATION DESCRIPTION
 LW0358
 LW0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0358'0.4 MI S FROM EAST GREENWICH.
 LW0358'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LW0358'OF STATE HIGHWAY 401 AT EAST GREENWICH, 0.85 MILE NORTH OF THE
 LW0358'INTERSECTION OF MIDDLE ROAD, 35 FEET EAST OF THE CENTER LINE
 LW0358'OF THE HIGHWAY, 15 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY
 LW0358'TO A ONE-STORY BRICK HOUSE, 6 FEET NORTHWEST OF THE NORTHWEST
 LW0358'CORNER OF A LAWN FENCE AROUND A ONE STORY FRAME HOUSE, 7 FEET
 LW0358'EAST OF POWER LINE POLE NO. 15, 1 FOOT ABOVE THE LEVEL OF THE
 LW0358'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.5
 LW0358'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0360 ***********************************************************************
 LW0360  DESIGNATION -  609
 LW0360  PID         -  LW0360
 LW0360  STATE/COUNTY-  RI/KENT
 LW0360  USGS QUAD   -  EAST GREENWICH (1975)
 LW0360
 LW0360                         *CURRENT SURVEY CONTROL
 LW0360  ___________________________________________________________________
 LW0360* NAD 83(1986)-  41 38 26.     (N)    071 29 41.     (W)     SCALED    
 LW0360* NAVD 88     -        33.049  (meters)     108.43   (feet)  ADJUSTED  
 LW0360  ___________________________________________________________________
 LW0360  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW0360  DYNAMIC HT  -          33.037 (meters)     108.39  (feet)  COMP
 LW0360  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 LW0360
 LW0360  VERT ORDER  -  SECOND    CLASS 0
 LW0360
 LW0360.The horizontal coordinates were scaled from a topographic map and have
 LW0360.an estimated accuracy of +/- 6 seconds.
 LW0360
 LW0360.The orthometric height was determined by differential leveling
 LW0360.and adjusted by the National Geodetic Survey in June 1991..
 LW0360
 LW0360.The geoid height was determined by GEOID03.
 LW0360
 LW0360.The dynamic height is computed by dividing the NAVD 88
 LW0360.geopotential number by the normal gravity value computed on the
 LW0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0360.degrees latitude (g = 980.6199 gals.).
 LW0360
 LW0360.The modeled gravity was interpolated from observed gravity values.
 LW0360
 LW0360;                    North         East    Units  Estimated Accuracy
 LW0360;SPC RI       -    61,890.      100,440.      MT  (+/- 180 meters Scaled)
 LW0360
 LW0360                          SUPERSEDED SURVEY CONTROL
 LW0360
 LW0360  NGVD 29 (??/??/92)   33.313  (m)          109.29   (f) ADJ UNCH    2 0
 LW0360
 LW0360.Superseded values are not recommended for survey control.
 LW0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0360.See file dsdata.txt to determine how the superseded data were derived.
 LW0360
 LW0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG922128(NAD 83)
 LW0360_MARKER: DD = SURVEY DISK
 LW0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0360_SP_SET: CULVERT
 LW0360_STAMPING: 609
 LW0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0360
 LW0360  HISTORY     - Date     Condition        Report By
 LW0360  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0360  HISTORY     - 1969     GOOD             NGS
 LW0360
 LW0360                          STATION DESCRIPTION
 LW0360
 LW0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0360'1.5 MI S FROM EAST GREENWICH.
 LW0360'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LW0360'OF STATE HIGHWAY 401 AT EAST GREENWICH, 0.95 MILE NORTH OF THE
 LW0360'INTERSECTION OF FRENCHTOWN ROAD, 0.3 MILE SOUTH OF THE INTERSECTION
 LW0360'OF MIDDLE ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST
 LW0360'CONCRETE HEAD WALL FOR A 6 FOOT BOX CULVERT WITH WING WALL AND
 LW0360'UNDER THE HIGHWAY, 76 FEET SOUTH OF THE CENTER LINE OF A ROAD
 LW0360'LEADING SOUTHEAST, 30 FEET EAST OF THE CENTER LINE OF THE
 LW0360'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0362 ***********************************************************************
 LW0362  DESIGNATION -  611
 LW0362  PID         -  LW0362
 LW0362  STATE/COUNTY-  RI/KENT
 LW0362  USGS QUAD   -  WICKFORD (1995)
 LW0362
 LW0362                         *CURRENT SURVEY CONTROL
 LW0362  ___________________________________________________________________
 LW0362* NAD 83(1986)-  41 36 45.     (N)    071 29 32.     (W)     SCALED    
 LW0362* NAVD 88     -        22.352  (meters)      73.33   (feet)  ADJUSTED  
 LW0362  ___________________________________________________________________
 LW0362  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW0362  DYNAMIC HT  -          22.344 (meters)      73.31  (feet)  COMP
 LW0362  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LW0362
 LW0362  VERT ORDER  -  SECOND    CLASS 0
 LW0362
 LW0362.The horizontal coordinates were scaled from a topographic map and have
 LW0362.an estimated accuracy of +/- 6 seconds.
 LW0362
 LW0362.The orthometric height was determined by differential leveling
 LW0362.and adjusted by the National Geodetic Survey in June 1991..
 LW0362
 LW0362.The geoid height was determined by GEOID03.
 LW0362
 LW0362.The dynamic height is computed by dividing the NAVD 88
 LW0362.geopotential number by the normal gravity value computed on the
 LW0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0362.degrees latitude (g = 980.6199 gals.).
 LW0362
 LW0362.The modeled gravity was interpolated from observed gravity values.
 LW0362
 LW0362;                    North         East    Units  Estimated Accuracy
 LW0362;SPC RI       -    58,770.      100,650.      MT  (+/- 180 meters Scaled)
 LW0362
 LW0362                          SUPERSEDED SURVEY CONTROL
 LW0362
 LW0362  NGVD 29 (??/??/92)   22.620  (m)           74.21   (f) ADJ UNCH    2 0
 LW0362
 LW0362.Superseded values are not recommended for survey control.
 LW0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0362.See file dsdata.txt to determine how the superseded data were derived.
 LW0362
 LW0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG923097(NAD 83)
 LW0362_MARKER: DD = SURVEY DISK
 LW0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0362_STAMPING: 611
 LW0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0362+STABILITY: SURFACE MOTION
 LW0362
 LW0362  HISTORY     - Date     Condition        Report By
 LW0362  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0362  HISTORY     - 1969     GOOD             NGS
 LW0362
 LW0362                          STATION DESCRIPTION
 LW0362
 LW0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0362'3.4 MI S FROM EAST GREENWICH.
 LW0362'ABOUT 3.45 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LW0362'OF STATE HIGHWAY 401 AT EAST GREENWICH, 1.05 MILES SOUTH OF THE
 LW0362'JUNCTION OF FRENCHTOWN ROAD, 115 FEET SOUTH OF THE CENTER LINE
 LW0362'OF A DRIVEWAY TO A TWO STORIED HOUSE, ACROSS THE HIGHWAY FROM A
 LW0362'ONE STORY HOUSE, 27 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LW0362'2 FEET NORTHEAST OF POWER LINE POLE 149, 1 FOOT ABOVE THE LEVEL
 LW0362'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 2 INCHES
 LW0362'BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1039 ***********************************************************************
 LW1039  DESIGNATION -  614
 LW1039  PID         -  LW1039
 LW1039  STATE/COUNTY-  RI/WASHINGTON
 LW1039  USGS QUAD   -  SLOCUM (1975)
 LW1039
 LW1039                         *CURRENT SURVEY CONTROL
 LW1039  ___________________________________________________________________
 LW1039* NAD 83(1986)-  41 34 33.     (N)    071 30 59.     (W)     SCALED    
 LW1039* NAVD 88     -        67.332  (meters)     220.91   (feet)  ADJUSTED  
 LW1039  ___________________________________________________________________
 LW1039  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW1039  DYNAMIC HT  -          67.308 (meters)     220.83  (feet)  COMP
 LW1039  MODELED GRAV-     980,275.0   (mgal)                       NAVD 88
 LW1039  OBS GRAVITY -     980,275.1   (mgal)                       GRAV_OBS
 LW1039
 LW1039  VERT ORDER  -  FIRST     CLASS I
 LW1039
 LW1039.The horizontal coordinates were scaled from a topographic map and have
 LW1039.an estimated accuracy of +/- 6 seconds.
 LW1039
 LW1039.The orthometric height was determined by differential leveling
 LW1039.and adjusted by the National Geodetic Survey in June 1991..
 LW1039
 LW1039.The geoid height was determined by GEOID03.
 LW1039
 LW1039.The dynamic height is computed by dividing the NAVD 88
 LW1039.geopotential number by the normal gravity value computed on the
 LW1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1039.degrees latitude (g = 980.6199 gals.).
 LW1039
 LW1039.The modeled gravity was interpolated from observed gravity values.
 LW1039.The observed gravity was obtained from relative gravimeter ties
 LW1039.to the IGSN71 gravity network.
 LW1039
 LW1039;                    North         East    Units  Estimated Accuracy
 LW1039;SPC RI       -    54,700.       98,630.      MT  (+/- 180 meters Scaled)
 LW1039
 LW1039                          SUPERSEDED SURVEY CONTROL
 LW1039
 LW1039  NGVD 29 (??/??/92)   67.602  (m)          221.79   (f) ADJ UNCH    1 1
 LW1039
 LW1039.Superseded values are not recommended for survey control.
 LW1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1039.See file dsdata.txt to determine how the superseded data were derived.
 LW1039
 LW1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG902057(NAD 83)
 LW1039_MARKER: DD = SURVEY DISK
 LW1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1039_STAMPING: 614
 LW1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1039+STABILITY: SURFACE MOTION
 LW1039
 LW1039  HISTORY     - Date     Condition        Report By
 LW1039  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1039  HISTORY     - 1965     GOOD             NGS
 LW1039  HISTORY     - 1969     GOOD             NGS
 LW1039  HISTORY     - 1987     GOOD             USPSQD
 LW1039  HISTORY     - 1989     GOOD             USPSQD
 LW1039  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1039  HISTORY     - 20011016 MARK NOT FOUND   USPSQD
 LW1039
 LW1039                          STATION DESCRIPTION
 LW1039
 LW1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW1039'7.7 MI N FROM WEST KINGSTON.
 LW1039'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 LW1039'AT WEST KINGSTON, THENCE 6.6 MILES NORTHEAST ALONG STATE HIGHWAY
 LW1039'2, AT THE WEST JUNCTION OF STATE HIGHWAY 2 AND 102, 126 FEET
 LW1039'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 102, 51 1/2 FEET WEST
 LW1039'OF THE CENTER LINE OF STATE HIGHWAY 2, AT THE EAST END OF EXETER
 LW1039'GROVE ROADSIDE PARK, 6 1/2 FEET SOUTHWEST OF POWER LINE POLE NO.
 LW1039'1552, 1 FOOT ABOVE THE LEVEL OF HIGHWAY 2 AND SET IN THE TOP OF
 LW1039'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW1039
 LW1039                          STATION RECOVERY (1969)
 LW1039
 LW1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1039'RECOVERED IN GOOD CONDITION.
 LW1039
 LW1039                          STATION RECOVERY (1987)
 LW1039
 LW1039'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1039'RECOVERED IN GOOD CONDITION.
 LW1039
 LW1039                          STATION RECOVERY (1989)
 LW1039
 LW1039'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1039'RECOVERED IN GOOD CONDITION.
 LW1039
 LW1039                          STATION RECOVERY (1989)
 LW1039
 LW1039'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1039'MARK NOT FOUND.
 LW1039
 LW1039                          STATION RECOVERY (2001)
 LW1039
 LW1039'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1036 ***********************************************************************
 LW1036  DESIGNATION -  617
 LW1036  PID         -  LW1036
 LW1036  STATE/COUNTY-  RI/WASHINGTON
 LW1036  USGS QUAD   -  SLOCUM (1975)
 LW1036
 LW1036                         *CURRENT SURVEY CONTROL
 LW1036  ___________________________________________________________________
 LW1036* NAD 83(1986)-  41 32 27.     (N)    071 32 14.     (W)     SCALED    
 LW1036* NAVD 88     -        57.123  (meters)     187.41   (feet)  ADJUSTED  
 LW1036  ___________________________________________________________________
 LW1036  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LW1036  DYNAMIC HT  -          57.103 (meters)     187.35  (feet)  COMP
 LW1036  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 LW1036
 LW1036  VERT ORDER  -  FIRST     CLASS I
 LW1036
 LW1036.The horizontal coordinates were scaled from a topographic map and have
 LW1036.an estimated accuracy of +/- 6 seconds.
 LW1036
 LW1036.The orthometric height was determined by differential leveling
 LW1036.and adjusted by the National Geodetic Survey in June 1991..
 LW1036
 LW1036.The geoid height was determined by GEOID03.
 LW1036
 LW1036.The dynamic height is computed by dividing the NAVD 88
 LW1036.geopotential number by the normal gravity value computed on the
 LW1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1036.degrees latitude (g = 980.6199 gals.).
 LW1036
 LW1036.The modeled gravity was interpolated from observed gravity values.
 LW1036
 LW1036;                    North         East    Units  Estimated Accuracy
 LW1036;SPC RI       -    50,810.       96,890.      MT  (+/- 180 meters Scaled)
 LW1036
 LW1036                          SUPERSEDED SURVEY CONTROL
 LW1036
 LW1036  NGVD 29 (??/??/92)   57.396  (m)          188.31   (f) ADJ UNCH    1 1
 LW1036
 LW1036.Superseded values are not recommended for survey control.
 LW1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1036.See file dsdata.txt to determine how the superseded data were derived.
 LW1036
 LW1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG883019(NAD 83)
 LW1036_MARKER: DD = SURVEY DISK
 LW1036_SETTING: 66 = SET IN ROCK OUTCROP
 LW1036_SP_SET: ROCK LEDGE
 LW1036_STAMPING: 617
 LW1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1036+STABILITY: POSITION/ELEVATION WELL
 LW1036
 LW1036  HISTORY     - Date     Condition        Report By
 LW1036  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1036  HISTORY     - 1965     GOOD             NGS
 LW1036  HISTORY     - 1968     GOOD             NGS
 LW1036  HISTORY     - 1987     GOOD             USPSQD
 LW1036  HISTORY     - 1988     GOOD             USPSQD
 LW1036  HISTORY     - 1989     GOOD             USPSQD
 LW1036  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1036  HISTORY     - 19980921 MARK NOT FOUND   USPSQD
 LW1036  HISTORY     - 20011016 MARK NOT FOUND   USPSQD
 LW1036
 LW1036                          STATION DESCRIPTION
 LW1036
 LW1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW1036'4.9 MI N FROM WEST KINGSTON.
 LW1036'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 LW1036'AT WEST KINGSTON, THENCE 3.8 MILES NORTHEAST ALONG STATE HIGHWAY
 LW1036'2, ABOUT 0.7 MILE NORTHEAST OF THE INTERSECTION OF MAIL ROAD,
 LW1036'ABOUT 0.45 MILE SOUTHWEST OF THE INTERSECTION OF ALLENTOWN ROAD,
 LW1036'ON THE TOP OF A HILL, SET ON THE TOP OF A ROCK LEDGE WHICH
 LW1036'PROJECTS OUT OF THE SOUTH CORNER OF A LARGE ROCK WHICH IS PART
 LW1036'OF A ROCK CUT, 31 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LW1036'HIGHWAY AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1036
 LW1036                          STATION RECOVERY (1968)
 LW1036
 LW1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LW1036'RECOVERED IN GOOD CONDITION.
 LW1036
 LW1036                          STATION RECOVERY (1987)
 LW1036
 LW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1036'RECOVERED IN GOOD CONDITION.
 LW1036
 LW1036                          STATION RECOVERY (1988)
 LW1036
 LW1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1036'RECOVERED IN GOOD CONDITION.
 LW1036
 LW1036                          STATION RECOVERY (1989)
 LW1036
 LW1036'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1036'RECOVERED IN GOOD CONDITION.
 LW1036
 LW1036                          STATION RECOVERY (1989)
 LW1036
 LW1036'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1036'MARK NOT FOUND.
 LW1036
 LW1036                          STATION RECOVERY (1998)
 LW1036
 LW1036'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW1036'MARK NOT FOUND.
 LW1036
 LW1036                          STATION RECOVERY (2001)
 LW1036
 LW1036'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1034 ***********************************************************************
 LW1034  DESIGNATION -  618
 LW1034  PID         -  LW1034
 LW1034  STATE/COUNTY-  RI/WASHINGTON
 LW1034  USGS QUAD   -  SLOCUM (1975)
 LW1034
 LW1034                         *CURRENT SURVEY CONTROL
 LW1034  ___________________________________________________________________
 LW1034* NAD 83(1986)-  41 31 48.     (N)    071 32 57.     (W)     SCALED    
 LW1034* NAVD 88     -        68.053  (meters)     223.27   (feet)  ADJUSTED  
 LW1034  ___________________________________________________________________
 LW1034  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW1034  DYNAMIC HT  -          68.029 (meters)     223.19  (feet)  COMP
 LW1034  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 LW1034
 LW1034  VERT ORDER  -  FIRST     CLASS I
 LW1034
 LW1034.The horizontal coordinates were scaled from a topographic map and have
 LW1034.an estimated accuracy of +/- 6 seconds.
 LW1034
 LW1034.The orthometric height was determined by differential leveling
 LW1034.and adjusted by the National Geodetic Survey in June 1991..
 LW1034
 LW1034.The geoid height was determined by GEOID03.
 LW1034
 LW1034.The dynamic height is computed by dividing the NAVD 88
 LW1034.geopotential number by the normal gravity value computed on the
 LW1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1034.degrees latitude (g = 980.6199 gals.).
 LW1034
 LW1034.The modeled gravity was interpolated from observed gravity values.
 LW1034
 LW1034;                    North         East    Units  Estimated Accuracy
 LW1034;SPC RI       -    49,610.       95,900.      MT  (+/- 180 meters Scaled)
 LW1034
 LW1034                          SUPERSEDED SURVEY CONTROL
 LW1034
 LW1034  NGVD 29 (??/??/92)   68.327  (m)          224.17   (f) ADJ UNCH    1 1
 LW1034
 LW1034.Superseded values are not recommended for survey control.
 LW1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1034.See file dsdata.txt to determine how the superseded data were derived.
 LW1034
 LW1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG873007(NAD 83)
 LW1034_MARKER: DD = SURVEY DISK
 LW1034_SETTING: 80 = SET IN A BOULDER
 LW1034_SP_SET: BOULDER
 LW1034_STAMPING: 618
 LW1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1034+STABILITY: SURFACE MOTION
 LW1034
 LW1034  HISTORY     - Date     Condition        Report By
 LW1034  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1034  HISTORY     - 1965     GOOD             NGS
 LW1034  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1034  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1034  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1034  HISTORY     - 20011016 MARK NOT FOUND   USPSQD
 LW1034
 LW1034                          STATION DESCRIPTION
 LW1034
 LW1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW1034'3.9 MI N FROM WEST KINGSTON.
 LW1034'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 LW1034'AT WEST KINGSTON, THENCE 2.8 MILES NORTHEAST ALONG STATE HIGHWAY
 LW1034'2, ABOUT 0.3 MILE SOUTHWEST OF THE INTERSECTION OF MAIL ROAD,
 LW1034'ABOUT 100 YARDS SOUTHWEST OF THE TRAIL FARM COFFEE SHOP, SET IN
 LW1034'THE TOP OF A 5-BY-4-FOOT EMBEDDED BOULDER WHICH PROJECTS 1 FOOT
 LW1034'ABOVE THE LEVEL OF THE GROUND. 48 FEET SOUTHWEST OF THE CENTER
 LW1034'LINE OF THE HIGHWAY AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1034
 LW1034                          STATION RECOVERY (1987)
 LW1034
 LW1034'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1034'MARK NOT FOUND.
 LW1034
 LW1034                          STATION RECOVERY (1988)
 LW1034
 LW1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1034'MARK NOT FOUND.
 LW1034
 LW1034                          STATION RECOVERY (1989)
 LW1034
 LW1034'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1034'MARK NOT FOUND.
 LW1034
 LW1034                          STATION RECOVERY (2001)
 LW1034
 LW1034'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0788 ***********************************************************************
 LW0788  DESIGNATION -  621
 LW0788  PID         -  LW0788
 LW0788  STATE/COUNTY-  RI/WASHINGTON
 LW0788  USGS QUAD   -  KINGSTON (1975)
 LW0788
 LW0788                         *CURRENT SURVEY CONTROL
 LW0788  ___________________________________________________________________
 LW0788* NAD 83(1986)-  41 29 32.     (N)    071 34 27.     (W)     SCALED    
 LW0788* NAVD 88     -        35.008  (meters)     114.86   (feet)  ADJUSTED  
 LW0788  ___________________________________________________________________
 LW0788  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW0788  DYNAMIC HT  -          34.996 (meters)     114.82  (feet)  COMP
 LW0788  MODELED GRAV-     980,274.0   (mgal)                       NAVD 88
 LW0788
 LW0788  VERT ORDER  -  FIRST     CLASS I
 LW0788
 LW0788.The horizontal coordinates were scaled from a topographic map and have
 LW0788.an estimated accuracy of +/- 6 seconds.
 LW0788
 LW0788.The orthometric height was determined by differential leveling
 LW0788.and adjusted by the National Geodetic Survey in June 1991..
 LW0788
 LW0788.The geoid height was determined by GEOID03.
 LW0788
 LW0788.The dynamic height is computed by dividing the NAVD 88
 LW0788.geopotential number by the normal gravity value computed on the
 LW0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0788.degrees latitude (g = 980.6199 gals.).
 LW0788
 LW0788.The modeled gravity was interpolated from observed gravity values.
 LW0788
 LW0788;                    North         East    Units  Estimated Accuracy
 LW0788;SPC RI       -    45,410.       93,810.      MT  (+/- 180 meters Scaled)
 LW0788
 LW0788                          SUPERSEDED SURVEY CONTROL
 LW0788
 LW0788  NGVD 29 (??/??/92)   35.265  (m)          115.70   (f) ADJ UNCH    1 1
 LW0788
 LW0788.Superseded values are not recommended for survey control.
 LW0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0788.See file dsdata.txt to determine how the superseded data were derived.
 LW0788
 LW0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF851966(NAD 83)
 LW0788_MARKER: DD = SURVEY DISK
 LW0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0788_SP_SET: CONCRETE POST
 LW0788_STAMPING: 621
 LW0788_MARK LOGO: RIBPR 
 LW0788_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0788+STABILITY: SURFACE MOTION
 LW0788
 LW0788  HISTORY     - Date     Condition        Report By
 LW0788  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0788  HISTORY     - 1969     GOOD             NGS
 LW0788  HISTORY     - 1984     GOOD             USPSQD
 LW0788  HISTORY     - 1988     GOOD             USPSQD
 LW0788  HISTORY     - 19880707 GOOD             RIGS
 LW0788  HISTORY     - 1990     GOOD             USPSQD
 LW0788  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 LW0788  HISTORY     - 20011010 MARK NOT FOUND   USPSQD
 LW0788
 LW0788                          STATION DESCRIPTION
 LW0788
 LW0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0788'1.1 MI NW FROM WEST KINGSTON.
 LW0788'ABOUT 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE
 LW0788'POST OFFICE AT WEST KINGSTON, AT THE INTERSECTION OF STATE
 LW0788'HIGHWAY 2 AND 138, 143 1/2 FEET SOUTHWEST OF THE CENTER OF THE
 LW0788'INTERSECTION OF THE SOUTHBOUND LANE OF HIGHWAY 2 AND THE
 LW0788'EASTBOUND LANE OF HIGHWAY 138, 34 FEET NORTHWEST OF THE CENTER
 LW0788'LINE OF STATE HIGHWAY 2, 16 1/2 FEET SOUTH OF A 24-INCH OAK
 LW0788'TREE, 5 FEET WEST OF A POWER POLE WHICH SUPPORTS A STREET LIGHT,
 LW0788'1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 LW0788'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW0788
 LW0788                          STATION RECOVERY (1984)
 LW0788
 LW0788'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0788'RECOVERED IN GOOD CONDITION.
 LW0788
 LW0788                          STATION RECOVERY (1988)
 LW0788
 LW0788'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW0788'RECOVERED IN GOOD CONDITION.
 LW0788
 LW0788                          STATION RECOVERY (1988)
 LW0788
 LW0788'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW0788'RECOVERED IN GOOD CONDITION.
 LW0788
 LW0788                          STATION RECOVERY (1990)
 LW0788
 LW0788'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0788'RECOVERED IN GOOD CONDITION.
 LW0788
 LW0788                          STATION RECOVERY (1997)
 LW0788
 LW0788'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW0788'MARK NOT FOUND.
 LW0788
 LW0788                          STATION RECOVERY (2001)
 LW0788
 LW0788'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0786 ***********************************************************************
 LW0786  DESIGNATION -  622
 LW0786  PID         -  LW0786
 LW0786  STATE/COUNTY-  RI/WASHINGTON
 LW0786  USGS QUAD   -  KINGSTON (1975)
 LW0786
 LW0786                         *CURRENT SURVEY CONTROL
 LW0786  ___________________________________________________________________
 LW0786* NAD 83(1986)-  41 28 55.     (N)    071 35 24.     (W)     SCALED    
 LW0786* NAVD 88     -        37.212  (meters)     122.09   (feet)  ADJUSTED  
 LW0786  ___________________________________________________________________
 LW0786  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW0786  DYNAMIC HT  -          37.199 (meters)     122.04  (feet)  COMP
 LW0786  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 LW0786
 LW0786  VERT ORDER  -  FIRST     CLASS I
 LW0786
 LW0786.The horizontal coordinates were scaled from a topographic map and have
 LW0786.an estimated accuracy of +/- 6 seconds.
 LW0786
 LW0786.The orthometric height was determined by differential leveling
 LW0786.and adjusted by the National Geodetic Survey in June 1991..
 LW0786
 LW0786.The geoid height was determined by GEOID03.
 LW0786
 LW0786.The dynamic height is computed by dividing the NAVD 88
 LW0786.geopotential number by the normal gravity value computed on the
 LW0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0786.degrees latitude (g = 980.6199 gals.).
 LW0786
 LW0786.The modeled gravity was interpolated from observed gravity values.
 LW0786
 LW0786;                    North         East    Units  Estimated Accuracy
 LW0786;SPC RI       -    44,270.       92,480.      MT  (+/- 180 meters Scaled)
 LW0786
 LW0786                          SUPERSEDED SURVEY CONTROL
 LW0786
 LW0786  NGVD 29 (??/??/92)   37.470  (m)          122.93   (f) ADJ UNCH    1 1
 LW0786
 LW0786.Superseded values are not recommended for survey control.
 LW0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0786.See file dsdata.txt to determine how the superseded data were derived.
 LW0786
 LW0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF837954(NAD 83)
 LW0786_MARKER: DD = SURVEY DISK
 LW0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0786_STAMPING: 622
 LW0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0786+STABILITY: SURFACE MOTION
 LW0786
 LW0786  HISTORY     - Date     Condition        Report By
 LW0786  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0786  HISTORY     - 1965     GOOD             NGS
 LW0786  HISTORY     - 1988     GOOD             USPSQD
 LW0786  HISTORY     - 1990     GOOD             USPSQD
 LW0786  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 LW0786
 LW0786                          STATION DESCRIPTION
 LW0786
 LW0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0786'3.9 MI NE FROM KENYON.
 LW0786'3.9 MILES NORTHEAST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 LW0786'OF A BLACK TOP ROAD AT KENYON, ABOUT 1.1 MILES SOUTHWEST OF
 LW0786'THE INTERSECTION OF STATE HIGHWAY 138, ABOUT 0.2 MILE NORTHEAST
 LW0786'OF THE JUNCTION OF LIBERTY LANE, ABOUT 104 YARDS NORTHEAST OF
 LW0786'THE JUNCTION OF THE HIGHWAY AND A DRIVEWAY LEADING NORTHWEST TO
 LW0786'A ONE STORY WHITE HOUSE, 41 FEET NORTHWEST OF THE CENTER LINE
 LW0786'OF THE HIGHWAY, 37 1/2 FEET SOUTH OF THE EAST ONE OF THREE
 LW0786'6-INCH CEDAR TREES, 22 1/2 FEET EAST OF A 14 INCH APPLE TREE,
 LW0786'1.2 FEET SOUTHWEST OF A METAL WITNESS POST, 2 FEET BELOW THE
 LW0786'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW0786'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0786
 LW0786                          STATION RECOVERY (1988)
 LW0786
 LW0786'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW0786'RECOVERED IN GOOD CONDITION.
 LW0786
 LW0786                          STATION RECOVERY (1990)
 LW0786
 LW0786'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0786'RECOVERED IN GOOD CONDITION.
 LW0786
 LW0786                          STATION RECOVERY (1997)
 LW0786
 LW0786'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0784 ***********************************************************************
 LW0784  DESIGNATION -  623
 LW0784  PID         -  LW0784
 LW0784  STATE/COUNTY-  RI/WASHINGTON
 LW0784  USGS QUAD   -  KINGSTON (1975)
 LW0784
 LW0784                         *CURRENT SURVEY CONTROL
 LW0784  ___________________________________________________________________
 LW0784* NAD 83(1986)-  41 28 36.     (N)    071 36 18.     (W)     SCALED    
 LW0784* NAVD 88     -        32.183  (meters)     105.59   (feet)  ADJUSTED  
 LW0784  ___________________________________________________________________
 LW0784  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW0784  DYNAMIC HT  -          32.172 (meters)     105.55  (feet)  COMP
 LW0784  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 LW0784
 LW0784  VERT ORDER  -  FIRST     CLASS I
 LW0784
 LW0784.The horizontal coordinates were scaled from a topographic map and have
 LW0784.an estimated accuracy of +/- 6 seconds.
 LW0784
 LW0784.The orthometric height was determined by differential leveling
 LW0784.and adjusted by the National Geodetic Survey in June 1991..
 LW0784
 LW0784.The geoid height was determined by GEOID03.
 LW0784
 LW0784.The dynamic height is computed by dividing the NAVD 88
 LW0784.geopotential number by the normal gravity value computed on the
 LW0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0784.degrees latitude (g = 980.6199 gals.).
 LW0784
 LW0784.The modeled gravity was interpolated from observed gravity values.
 LW0784
 LW0784;                    North         East    Units  Estimated Accuracy
 LW0784;SPC RI       -    43,690.       91,230.      MT  (+/- 180 meters Scaled)
 LW0784
 LW0784                          SUPERSEDED SURVEY CONTROL
 LW0784
 LW0784  NGVD 29 (??/??/92)   32.441  (m)          106.43   (f) ADJ UNCH    1 1
 LW0784
 LW0784.Superseded values are not recommended for survey control.
 LW0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0784.See file dsdata.txt to determine how the superseded data were derived.
 LW0784
 LW0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF824949(NAD 83)
 LW0784_MARKER: DD = SURVEY DISK
 LW0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0784_SP_SET: WALL
 LW0784_STAMPING: 623
 LW0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0784
 LW0784  HISTORY     - Date     Condition        Report By
 LW0784  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0784  HISTORY     - 1965     GOOD             NGS
 LW0784  HISTORY     - 1984     GOOD             USPSQD
 LW0784  HISTORY     - 1988     GOOD             USPSQD
 LW0784  HISTORY     - 1990     GOOD             USPSQD
 LW0784  HISTORY     - 19971001 GOOD             USPSQD
 LW0784
 LW0784                          STATION DESCRIPTION
 LW0784
 LW0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0784'3.1 MI NE FROM KENYON.
 LW0784'3.1 MILES NORTHEAST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 LW0784'OF A BLACK TOP ROAD AT KENYON, SET ON THE TOP OF THE WEST END OF
 LW0784'THE WING WALL AT THE NORTHEAST CORNER OF A 60 FOOT BRIDGE OVER
 LW0784'USQUEPAUG RIVER, 26 FEET NORTH OF THE CENTER LINE OF THE
 LW0784'HIGHWAY, 0.5 FOOT EAST OF THE EAST END OF THE NORTH GUARD RAIL
 LW0784'OF THE BRIDGE AND 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0784
 LW0784                          STATION RECOVERY (1984)
 LW0784
 LW0784'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0784'RECOVERED IN GOOD CONDITION.
 LW0784
 LW0784                          STATION RECOVERY (1988)
 LW0784
 LW0784'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW0784'RECOVERED IN GOOD CONDITION.
 LW0784
 LW0784                          STATION RECOVERY (1990)
 LW0784
 LW0784'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0784'RECOVERED IN GOOD CONDITION.
 LW0784
 LW0784                          STATION RECOVERY (1997)
 LW0784
 LW0784'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0783 ***********************************************************************
 LW0783  DESIGNATION -  624
 LW0783  PID         -  LW0783
 LW0783  STATE/COUNTY-  RI/WASHINGTON
 LW0783  USGS QUAD   -  KINGSTON (1975)
 LW0783
 LW0783                         *CURRENT SURVEY CONTROL
 LW0783  ___________________________________________________________________
 LW0783* NAD 83(1986)-  41 28 09.     (N)    071 37 07.     (W)     SCALED    
 LW0783* NAVD 88     -        43.253  (meters)     141.91   (feet)  ADJUSTED  
 LW0783  ___________________________________________________________________
 LW0783  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LW0783  DYNAMIC HT  -          43.238 (meters)     141.86  (feet)  COMP
 LW0783  MODELED GRAV-     980,274.4   (mgal)                       NAVD 88
 LW0783
 LW0783  VERT ORDER  -  FIRST     CLASS I
 LW0783
 LW0783.The horizontal coordinates were scaled from a topographic map and have
 LW0783.an estimated accuracy of +/- 6 seconds.
 LW0783
 LW0783.The orthometric height was determined by differential leveling
 LW0783.and adjusted by the National Geodetic Survey in June 1991..
 LW0783
 LW0783.The geoid height was determined by GEOID03.
 LW0783
 LW0783.The dynamic height is computed by dividing the NAVD 88
 LW0783.geopotential number by the normal gravity value computed on the
 LW0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0783.degrees latitude (g = 980.6199 gals.).
 LW0783
 LW0783.The modeled gravity was interpolated from observed gravity values.
 LW0783
 LW0783;                    North         East    Units  Estimated Accuracy
 LW0783;SPC RI       -    42,860.       90,090.      MT  (+/- 180 meters Scaled)
 LW0783
 LW0783                          SUPERSEDED SURVEY CONTROL
 LW0783
 LW0783  NGVD 29 (??/??/92)   43.513  (m)          142.76   (f) ADJ UNCH    1 1
 LW0783
 LW0783.Superseded values are not recommended for survey control.
 LW0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0783.See file dsdata.txt to determine how the superseded data were derived.
 LW0783
 LW0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF813941(NAD 83)
 LW0783_MARKER: DD = SURVEY DISK
 LW0783_SETTING: 66 = SET IN ROCK OUTCROP
 LW0783_SP_SET: BEDROCK
 LW0783_STAMPING: 624
 LW0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0783+STABILITY: POSITION/ELEVATION WELL
 LW0783
 LW0783  HISTORY     - Date     Condition        Report By
 LW0783  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0783  HISTORY     - 1965     GOOD             USPSQD
 LW0783  HISTORY     - 1965     GOOD             NGS
 LW0783  HISTORY     - 1984     GOOD             USPSQD
 LW0783  HISTORY     - 1987     GOOD             USPSQD
 LW0783  HISTORY     - 1990     GOOD             USPSQD
 LW0783  HISTORY     - 19980921 GOOD             USPSQD
 LW0783
 LW0783                          STATION DESCRIPTION
 LW0783
 LW0783'DESCRIBED BY US POWER SQUADRON 1965 (FW)
 LW0783'RECOVERED IN GOOD CONDITION.
 LW0783
 LW0783                          STATION RECOVERY (1965)
 LW0783
 LW0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LW0783'2.2 MI NE FROM KENYON.
 LW0783'2.2 MILES NORTHEAST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 LW0783'OF A BLACK TOP ROAD AT KENYON, AT THE NORTH END OF A ROADSIDE
 LW0783'PARK, (MAYANNO GROVE PARK), AT A Y JUNCTION FORMED BY THE
 LW0783'HIGHWAY AND A NARROW DIRT ROAD LEADING SOUTHWEST, SET IN THE
 LW0783'TOP OF A SLOPING BEDROCK, 27 1/2 FEET WEST OF THE CENTER LINE
 LW0783'OF THE HIGHWAY, 54 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 LW0783'THE JUNCTION OF THE HIGHWAY AND DIRT ROAD AND ABOUT LEVEL WITH
 LW0783'THE HIGHWAY.
 LW0783
 LW0783                          STATION RECOVERY (1984)
 LW0783
 LW0783'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0783'RECOVERED IN GOOD CONDITION.
 LW0783
 LW0783                          STATION RECOVERY (1987)
 LW0783
 LW0783'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0783'RECOVERED IN GOOD CONDITION.
 LW0783
 LW0783                          STATION RECOVERY (1990)
 LW0783
 LW0783'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0783'RECOVERED IN GOOD CONDITION.
 LW0783
 LW0783                          STATION RECOVERY (1998)
 LW0783
 LW0783'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0780 ***********************************************************************
 LW0780  DESIGNATION -  625
 LW0780  PID         -  LW0780
 LW0780  STATE/COUNTY-  RI/WASHINGTON
 LW0780  USGS QUAD   -  KINGSTON (1975)
 LW0780
 LW0780                         *CURRENT SURVEY CONTROL
 LW0780  ___________________________________________________________________
 LW0780* NAD 83(1986)-  41 27 09.     (N)    071 37 03.     (W)     SCALED    
 LW0780* NAVD 88     -        29.180  (meters)      95.73   (feet)  ADJUSTED  
 LW0780  ___________________________________________________________________
 LW0780  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW0780  DYNAMIC HT  -          29.170 (meters)      95.70  (feet)  COMP
 LW0780  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 LW0780
 LW0780  VERT ORDER  -  FIRST     CLASS I
 LW0780
 LW0780.The horizontal coordinates were scaled from a topographic map and have
 LW0780.an estimated accuracy of +/- 6 seconds.
 LW0780
 LW0780.The orthometric height was determined by differential leveling
 LW0780.and adjusted by the National Geodetic Survey in June 1991..
 LW0780
 LW0780.The geoid height was determined by GEOID03.
 LW0780
 LW0780.The dynamic height is computed by dividing the NAVD 88
 LW0780.geopotential number by the normal gravity value computed on the
 LW0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0780.degrees latitude (g = 980.6199 gals.).
 LW0780
 LW0780.The modeled gravity was interpolated from observed gravity values.
 LW0780
 LW0780;                    North         East    Units  Estimated Accuracy
 LW0780;SPC RI       -    41,010.       90,180.      MT  (+/- 180 meters Scaled)
 LW0780
 LW0780                          SUPERSEDED SURVEY CONTROL
 LW0780
 LW0780  NGVD 29 (??/??/92)   29.466  (m)           96.67   (f) ADJ UNCH    1 1
 LW0780
 LW0780.Superseded values are not recommended for survey control.
 LW0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0780.See file dsdata.txt to determine how the superseded data were derived.
 LW0780
 LW0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF813922(NAD 83)
 LW0780_MARKER: DD = SURVEY DISK
 LW0780_SETTING: 66 = SET IN ROCK OUTCROP
 LW0780_SP_SET: ROCK OUTCROP
 LW0780_STAMPING: 625
 LW0780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0780+STABILITY: POSITION/ELEVATION WELL
 LW0780
 LW0780  HISTORY     - Date     Condition        Report By
 LW0780  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0780  HISTORY     - 1965     GOOD             NGS
 LW0780  HISTORY     - 1969     GOOD             NGS
 LW0780  HISTORY     - 1984     GOOD             USPSQD
 LW0780  HISTORY     - 1989     GOOD             USPSQD
 LW0780  HISTORY     - 1990     GOOD             USPSQD
 LW0780  HISTORY     - 19980921 MARK NOT FOUND   USPSQD
 LW0780
 LW0780                          STATION DESCRIPTION
 LW0780
 LW0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0780'1.1 MI NE FROM KENYON.
 LW0780'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 LW0780'OF A BLACK TOP ROAD AT KENYON, ABOUT 0.35 MILE NORTHEAST OF
 LW0780'THE HIGHWAY OVERPASS OVER THE NY, NH AND H RAILROAD, AT THE
 LW0780'INSIDE OF A LONG CURVE, SET IN THE TOP OF A ROCK OUTCROP WHICH
 LW0780'IS 5 FEET LONG AND 3 FEET WIDE, 41 1/2 FEET NORTHWEST OF THE
 LW0780'CENTER LINE OF THE HIGHWAY, 128 FEET NORTH OF THE APPROXIMATE
 LW0780'CENTER OF THE JUNCTION OF HIGHWAY AND A BLACK TOP ROAD LEADING
 LW0780'SOUTH, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND AND THE
 LW0780'HIGHWAY.
 LW0780
 LW0780                          STATION RECOVERY (1969)
 LW0780
 LW0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0780'RECOVERED IN GOOD CONDITION.
 LW0780
 LW0780                          STATION RECOVERY (1984)
 LW0780
 LW0780'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0780'RECOVERED IN GOOD CONDITION.
 LW0780
 LW0780                          STATION RECOVERY (1989)
 LW0780
 LW0780'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0780'RECOVERED IN GOOD CONDITION.
 LW0780
 LW0780                          STATION RECOVERY (1990)
 LW0780
 LW0780'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0780'RECOVERED IN GOOD CONDITION.
 LW0780
 LW0780                          STATION RECOVERY (1998)
 LW0780
 LW0780'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0778 ***********************************************************************
 LW0778  DESIGNATION -  626
 LW0778  PID         -  LW0778
 LW0778  STATE/COUNTY-  RI/WASHINGTON
 LW0778  USGS QUAD   -  KINGSTON (1975)
 LW0778
 LW0778                         *CURRENT SURVEY CONTROL
 LW0778  ___________________________________________________________________
 LW0778* NAD 83(1986)-  41 26 47.     (N)    071 37 16.     (W)     SCALED    
 LW0778* NAVD 88     -        30.796  (meters)     101.04   (feet)  ADJUSTED  
 LW0778  ___________________________________________________________________
 LW0778  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW0778  DYNAMIC HT  -          30.785 (meters)     101.00  (feet)  COMP
 LW0778  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LW0778
 LW0778  VERT ORDER  -  FIRST     CLASS I
 LW0778
 LW0778.The horizontal coordinates were scaled from a topographic map and have
 LW0778.an estimated accuracy of +/- 6 seconds.
 LW0778
 LW0778.The orthometric height was determined by differential leveling
 LW0778.and adjusted by the National Geodetic Survey in June 1991..
 LW0778
 LW0778.The geoid height was determined by GEOID03.
 LW0778
 LW0778.The dynamic height is computed by dividing the NAVD 88
 LW0778.geopotential number by the normal gravity value computed on the
 LW0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0778.degrees latitude (g = 980.6199 gals.).
 LW0778
 LW0778.The modeled gravity was interpolated from observed gravity values.
 LW0778
 LW0778;                    North         East    Units  Estimated Accuracy
 LW0778;SPC RI       -    40,330.       89,880.      MT  (+/- 180 meters Scaled)
 LW0778
 LW0778                          SUPERSEDED SURVEY CONTROL
 LW0778
 LW0778  NGVD 29 (??/??/92)   31.082  (m)          101.97   (f) ADJ UNCH    1 1
 LW0778
 LW0778.Superseded values are not recommended for survey control.
 LW0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0778.See file dsdata.txt to determine how the superseded data were derived.
 LW0778
 LW0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF810916(NAD 83)
 LW0778_MARKER: DD = SURVEY DISK
 LW0778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0778_SP_SET: BRIDGE
 LW0778_STAMPING: 626
 LW0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0778+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 LW0778
 LW0778  HISTORY     - Date     Condition        Report By
 LW0778  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0778  HISTORY     - 1965     GOOD             NGS
 LW0778  HISTORY     - 1969     GOOD             NGS
 LW0778  HISTORY     - 1984     GOOD             USPSQD
 LW0778  HISTORY     - 1989     GOOD             USPSQD
 LW0778  HISTORY     - 1990     GOOD             USPSQD
 LW0778  HISTORY     - 19971001 GOOD             USPSQD
 LW0778  HISTORY     - 20040419 GOOD             USPSQD
 LW0778
 LW0778                          STATION DESCRIPTION
 LW0778
 LW0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0778'0.2 MI SW FROM KENYON.
 LW0778'0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 2 FROM ITS OVERPASS
 LW0778'OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AT KENYON,
 LW0778'ABOUT 0.6 MILE NORTHEAST OF THE INTERSECTION OF A BLACK TOP
 LW0778'ROAD, SET ON THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 LW0778'CONCRETE GUARD RAIL BASE OF A 65 FOOT LONG BRIDGE OVER THE
 LW0778'PAWCATUCK RIVER, 30 FEET NORTHWEST OF THE CENTER LINE OF THE
 LW0778'HIGHWAY AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0778
 LW0778                          STATION RECOVERY (1969)
 LW0778
 LW0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0778'RECOVERED IN GOOD CONDITION.
 LW0778
 LW0778                          STATION RECOVERY (1984)
 LW0778
 LW0778'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0778'RECOVERED IN GOOD CONDITION.
 LW0778
 LW0778                          STATION RECOVERY (1989)
 LW0778
 LW0778'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0778'RECOVERED IN GOOD CONDITION.
 LW0778
 LW0778                          STATION RECOVERY (1990)
 LW0778
 LW0778'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0778'RECOVERED IN GOOD CONDITION.
 LW0778
 LW0778                          STATION RECOVERY (1997)
 LW0778
 LW0778'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW0778'RECOVERED IN GOOD CONDITION.
 LW0778
 LW0778                          STATION RECOVERY (2004)
 LW0778
 LW0778'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0653 ***********************************************************************
 LW0653  DESIGNATION -  631
 LW0653  PID         -  LW0653
 LW0653  STATE/COUNTY-  RI/WASHINGTON
 LW0653  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0653
 LW0653                         *CURRENT SURVEY CONTROL
 LW0653  ___________________________________________________________________
 LW0653* NAD 83(1986)-  41 23 10.     (N)    071 28 38.     (W)     SCALED    
 LW0653* NAVD 88     -         7.49   (+/-2cm)      24.6    (feet)  VERTCON   
 LW0653  ___________________________________________________________________
 LW0653  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW0653
 LW0653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LW0653
 LW0653.The horizontal coordinates were scaled from a topographic map and have
 LW0653.an estimated accuracy of +/- 6 seconds.
 LW0653
 LW0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0653.The vertical order pertains to the NGVD 29 superseded value.
 LW0653
 LW0653.The geoid height was determined by GEOID03.
 LW0653
 LW0653;                    North         East    Units  Estimated Accuracy
 LW0653;SPC RI       -    33,630.      101,910.      MT  (+/- 180 meters Scaled)
 LW0653
 LW0653                          SUPERSEDED SURVEY CONTROL
 LW0653
 LW0653  NGVD 29 (??/??/92)    7.769  (m)           25.49   (f) ADJ UNCH    2 0
 LW0653
 LW0653.Superseded values are not recommended for survey control.
 LW0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0653.See file dsdata.txt to determine how the superseded data were derived.
 LW0653
 LW0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF928845(NAD 83)
 LW0653_MARKER: DD = SURVEY DISK
 LW0653_SETTING: 80 = SET IN A BOULDER
 LW0653_SP_SET: BOULDER
 LW0653_STAMPING: 631
 LW0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0653+STABILITY: SURFACE MOTION
 LW0653
 LW0653  HISTORY     - Date     Condition        Report By
 LW0653  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0653  HISTORY     - 1943     GOOD             NGS
 LW0653  HISTORY     - 20010102 GOOD             USPSQD
 LW0653
 LW0653                          STATION DESCRIPTION
 LW0653
 LW0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0653'3.8 MI S FROM NARRAGANSETT.
 LW0653'3.8 MILES SOUTH ALONG THE POINT JUDITH LIGHTHOUSE ROAD FROM THE
 LW0653'POST OFFICE AT NARRAGANSETT, AT THE JUNCTION OF A ROAD LEADING
 LW0653'NORTHWEST OF ST. MARYS STAR OF THE SEA, 25 FEET SOUTHEAST OF THE
 LW0653'CENTER LINE OF THE MAIN ROAD, 76.7 FEET SOUTHWEST OF POLE 516, 9
 LW0653'FEET SOUTH OF THE WEST CORNER OF A SMALL CULVERT, AND IN THE
 LW0653'TOP OF A BOULDER PROJECTING ABOUT 4 FEET ABOVE THE GROUND.
 LW0653
 LW0653                          STATION RECOVERY (2001)
 LW0653
 LW0653'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0656 ***********************************************************************
 LW0656  DESIGNATION -  632
 LW0656  PID         -  LW0656
 LW0656  STATE/COUNTY-  RI/WASHINGTON
 LW0656  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0656
 LW0656                         *CURRENT SURVEY CONTROL
 LW0656  ___________________________________________________________________
 LW0656* NAD 83(1986)-  41 22 22.     (N)    071 29 09.     (W)     SCALED    
 LW0656* NAVD 88     -         6.09   (+/-2cm)      20.0    (feet)  VERTCON   
 LW0656  ___________________________________________________________________
 LW0656  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0656
 LW0656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LW0656
 LW0656.The horizontal coordinates were scaled from a topographic map and have
 LW0656.an estimated accuracy of +/- 6 seconds.
 LW0656
 LW0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0656.The vertical order pertains to the NGVD 29 superseded value.
 LW0656
 LW0656.The geoid height was determined by GEOID03.
 LW0656
 LW0656;                    North         East    Units  Estimated Accuracy
 LW0656;SPC RI       -    32,150.      101,190.      MT  (+/- 180 meters Scaled)
 LW0656
 LW0656                          SUPERSEDED SURVEY CONTROL
 LW0656
 LW0656  NGVD 29 (??/??/92)    6.368  (m)           20.89   (f) ADJ UNCH    2 0
 LW0656
 LW0656.Superseded values are not recommended for survey control.
 LW0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0656.See file dsdata.txt to determine how the superseded data were derived.
 LW0656
 LW0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF921831(NAD 83)
 LW0656_MARKER: DD = SURVEY DISK
 LW0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0656_STAMPING: 632
 LW0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0656+STABILITY: SURFACE MOTION
 LW0656
 LW0656  HISTORY     - Date     Condition        Report By
 LW0656  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0656  HISTORY     - 1943     GOOD             NGS
 LW0656
 LW0656                          STATION DESCRIPTION
 LW0656
 LW0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0656'AT POINT JUDITH.
 LW0656'4.9 MILES SOUTH OF THE POST OFFICE AT NARRAGANSETT, AT POINT
 LW0656'JUDITH, AT THE INTERSECTION OF THE POINT JUDITH LIGHTHOUSE ROAD
 LW0656'AND AN EAST-AND-WEST ROAD, IN THE SOUTHWEST QUARTER OF THE
 LW0656'INTERSECTION, 28 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 LW0656'ROAD, 25.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE EASTERNMOST
 LW0656'CABIN AT THE COZY CORNER GRILL AND CABINS (IN 1943), 10.2 FEET
 LW0656'WEST-NORTHWEST OF POLE 579, AND 1.3 FEET EAST OF A WHITE WOODEN
 LW0656'WITNESS POST.  A STATE BOARD OF PUBLIC ROADS STANDARD DISK,
 LW0656'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5233 ***********************************************************************
 LW5233  DESIGNATION -  638
 LW5233  PID         -  LW5233
 LW5233  STATE/COUNTY-  RI/PROVIDENCE
 LW5233  USGS QUAD   -  ATTLEBORO (1979)
 LW5233
 LW5233                         *CURRENT SURVEY CONTROL
 LW5233  ___________________________________________________________________
 LW5233* NAD 83(1986)-  41 53 43.     (N)    071 21 16.     (W)     SCALED    
 LW5233* NAVD 88     -        28.199  (meters)      92.52   (feet)  ADJUSTED  
 LW5233  ___________________________________________________________________
 LW5233  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LW5233  DYNAMIC HT  -          28.190 (meters)      92.49  (feet)  COMP
 LW5233  MODELED GRAV-     980,328.5   (mgal)                       NAVD 88
 LW5233
 LW5233  VERT ORDER  -  SECOND    CLASS II
 LW5233
 LW5233.The horizontal coordinates were scaled from a topographic map and have
 LW5233.an estimated accuracy of +/- 6 seconds.
 LW5233
 LW5233.The orthometric height was determined by differential leveling
 LW5233.and adjusted by the National Geodetic Survey in June 1991..
 LW5233
 LW5233.The geoid height was determined by GEOID03.
 LW5233
 LW5233.The dynamic height is computed by dividing the NAVD 88
 LW5233.geopotential number by the normal gravity value computed on the
 LW5233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5233.degrees latitude (g = 980.6199 gals.).
 LW5233
 LW5233.The modeled gravity was interpolated from observed gravity values.
 LW5233
 LW5233;                    North         East    Units  Estimated Accuracy
 LW5233;SPC RI       -    90,190.      112,080.      MT  (+/- 180 meters Scaled)
 LW5233
 LW5233                          SUPERSEDED SURVEY CONTROL
 LW5233
 LW5233.No superseded survey control is available for this station.
 LW5233
 LW5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG046408(NAD 83)
 LW5233_MARKER: DB = BENCH MARK DISK
 LW5233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5233_SP_SET: CONCRETE POST
 LW5233_STAMPING: 638
 LW5233_MARK LOGO: RIGS  
 LW5233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5233+STABILITY: SURFACE MOTION
 LW5233
 LW5233  HISTORY     - Date     Condition        Report By
 LW5233  HISTORY     - UNK      MONUMENTED       RIDT
 LW5233  HISTORY     - 1986     GOOD             RIGS
 LW5233
 LW5233                          STATION DESCRIPTION
 LW5233
 LW5233'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5233'2.8 KM (1.75 MI) EAST FROM CENTRAL FALLS.
 LW5233'THE STATION IS LOCATED ABOUT 0.25 KM (0.40 MI) SOUTH OF THE
 LW5233'INTERSTATE HIGHWAY 95 NORTHBOUND BRIDGE OVER U S HIGHWAY 1A IN
 LW5233'PAWTUCKET R I. OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION
 LW5233'FROM THE HIGHWAY 95 NORTHBOUND BRIDGE OVER U S 1A, GO SOUTH FOR 0.25
 LW5233'KM (0.40 MI) ON U S 1A TO THE BENCH MARK ON THE LEFT.  THE STATION IS
 LW5233'A STANDARD RIBPR DISK SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 LW5233'25 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED 34.8 METERS (115
 LW5233'FT) SOUTH FROM THE SOUTH END OF THE GUARD RAIL ON THE EAST SIDE OF
 LW5233'HIGHWAY 1A, 22.7 METERS (75 FT) NORTHWEST OF BVECO POLE 131 I, 8.8
 LW5233'METERS (29 FT) EAST OF THE CENTERLINE OF HIGHWAY 1A, 3.0 METERS (10
 LW5233'FT) SOUTHEAST OF A CATCH BASIN INLET RIM ON THE EAST GUTTERLINE OF
 LW5233'HIGHWAY 1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1468 ***********************************************************************
 LW1468  DESIGNATION -  641
 LW1468  PID         -  LW1468
 LW1468  STATE/COUNTY-  RI/PROVIDENCE
 LW1468  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1468
 LW1468                         *CURRENT SURVEY CONTROL
 LW1468  ___________________________________________________________________
 LW1468* NAD 83(1986)-  41 54 37.     (N)    071 32 05.     (W)     SCALED    
 LW1468* NAVD 88     -        80.326  (meters)     263.54   (feet)  ADJUSTED  
 LW1468  ___________________________________________________________________
 LW1468  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW1468  DYNAMIC HT  -          80.299 (meters)     263.45  (feet)  COMP
 LW1468  MODELED GRAV-     980,295.3   (mgal)                       NAVD 88
 LW1468
 LW1468  VERT ORDER  -  SECOND    CLASS 0
 LW1468
 LW1468.The horizontal coordinates were scaled from a topographic map and have
 LW1468.an estimated accuracy of +/- 6 seconds.
 LW1468
 LW1468.The orthometric height was determined by differential leveling
 LW1468.and adjusted by the National Geodetic Survey in June 1991..
 LW1468
 LW1468.The geoid height was determined by GEOID03.
 LW1468
 LW1468.The dynamic height is computed by dividing the NAVD 88
 LW1468.geopotential number by the normal gravity value computed on the
 LW1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1468.degrees latitude (g = 980.6199 gals.).
 LW1468
 LW1468.The modeled gravity was interpolated from observed gravity values.
 LW1468
 LW1468;                    North         East    Units  Estimated Accuracy
 LW1468;SPC RI       -    91,840.       97,120.      MT  (+/- 180 meters Scaled)
 LW1468
 LW1468                          SUPERSEDED SURVEY CONTROL
 LW1468
 LW1468  NGVD 29 (??/??/92)   80.568  (m)          264.33   (f) ADJ UNCH    2 0
 LW1468
 LW1468.Superseded values are not recommended for survey control.
 LW1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1468.See file dsdata.txt to determine how the superseded data were derived.
 LW1468
 LW1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG897429(NAD 83)
 LW1468_MARKER: DD = SURVEY DISK
 LW1468_SETTING: 80 = SET IN A BOULDER
 LW1468_SP_SET: BOULDER
 LW1468_STAMPING: 641
 LW1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1468+STABILITY: SURFACE MOTION
 LW1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1468+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 LW1468
 LW1468  HISTORY     - Date     Condition        Report By
 LW1468  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1468  HISTORY     - 1969     GOOD             NGS
 LW1468  HISTORY     - 20030519 GOOD             INDIV
 LW1468
 LW1468                          STATION DESCRIPTION
 LW1468
 LW1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1468'2.2 MI N FROM GEORGIAVILLE.
 LW1468'ABOUT 1.85 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM THE
 LW1468'GEORGIAVILLE BAPTIST CHURCH AT GEORGIAVILLE, THENCE 0.35 MILE
 LW1468'NORTHEAST ALONG STATE HIGHWAY 116, ABOUT 0.15 MILE NORTHEAST
 LW1468'OF THE NORTHEAST END OF THE STATE HIGHWAY 116 BRIDGE OVER THE
 LW1468'WOONASQUATUCKET RIVER, NEAR THE EAST CORNER OF THE WASHINGTON
 LW1468'GROVE ROADSIDE PARK, SET IN THE TOP OF A ROCK WHICH IS 12 FEET
 LW1468'LONG-4 FEET WIDE AND 1 1/2 FEET HIGH, 76 FEET SOUTHWEST OF THE
 LW1468'CENTER LINE OF THE NORTHEAST DRIVEWAY TO THE PARK, 45 FEET
 LW1468'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 1 1/2 FEET ABOVE
 LW1468'THE LEVEL OF THE HIGHWAY.
 LW1468
 LW1468                          STATION RECOVERY (2003)
 LW1468
 LW1468'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1469 ***********************************************************************
 LW1469  DESIGNATION -  642
 LW1469  PID         -  LW1469
 LW1469  STATE/COUNTY-  RI/PROVIDENCE
 LW1469  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1469
 LW1469                         *CURRENT SURVEY CONTROL
 LW1469  ___________________________________________________________________
 LW1469* NAD 83(1986)-  41 55 01.     (N)    071 31 16.     (W)     SCALED    
 LW1469* NAVD 88     -       105.214  (meters)     345.19   (feet)  ADJUSTED  
 LW1469  ___________________________________________________________________
 LW1469  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LW1469  DYNAMIC HT  -         105.180 (meters)     345.08  (feet)  COMP
 LW1469  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 LW1469
 LW1469  VERT ORDER  -  SECOND    CLASS 0
 LW1469
 LW1469.The horizontal coordinates were scaled from a topographic map and have
 LW1469.an estimated accuracy of +/- 6 seconds.
 LW1469
 LW1469.The orthometric height was determined by differential leveling
 LW1469.and adjusted by the National Geodetic Survey in June 1991..
 LW1469
 LW1469.The geoid height was determined by GEOID03.
 LW1469
 LW1469.The dynamic height is computed by dividing the NAVD 88
 LW1469.geopotential number by the normal gravity value computed on the
 LW1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1469.degrees latitude (g = 980.6199 gals.).
 LW1469
 LW1469.The modeled gravity was interpolated from observed gravity values.
 LW1469
 LW1469;                    North         East    Units  Estimated Accuracy
 LW1469;SPC RI       -    92,580.       98,250.      MT  (+/- 180 meters Scaled)
 LW1469
 LW1469                          SUPERSEDED SURVEY CONTROL
 LW1469
 LW1469  NGVD 29 (??/??/92)  105.456  (m)          345.98   (f) ADJ UNCH    2 0
 LW1469
 LW1469.Superseded values are not recommended for survey control.
 LW1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1469.See file dsdata.txt to determine how the superseded data were derived.
 LW1469
 LW1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG909436(NAD 83)
 LW1469_MARKER: DD = SURVEY DISK
 LW1469_SETTING: 66 = SET IN ROCK OUTCROP
 LW1469_SP_SET: ROCK LEDGE
 LW1469_STAMPING: 642
 LW1469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1469+STABILITY: POSITION/ELEVATION WELL
 LW1469
 LW1469  HISTORY     - Date     Condition        Report By
 LW1469  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1469  HISTORY     - 1969     GOOD             NGS
 LW1469
 LW1469                          STATION DESCRIPTION
 LW1469
 LW1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1469'3 MI N FROM GEORGIAVILLE.
 LW1469'ABOUT 1.85 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM THE
 LW1469'GEORGIAVILLE BAPTIST CHURCH AT GEORGIAVILLE, THENCE 1.2 MILES
 LW1469'NORTHEAST ALONG STATE HIGHWAY 116, 243 FEET SOUTHWEST OF THE
 LW1469'CENTER OF THE INTERSECTION OF STATE HIGHWAY 116 AND 7, SET ON
 LW1469'THE TOP OF THE NORTHWEST CORNER OF A 2-FOOT HIGH ROCK LEDGE WHICH
 LW1469'PROJECTS OUT OF THE BASE OF A 10-FOOT HIGH CUT, 32 FEET SOUTHEAST
 LW1469'OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET SOUTHEAST OF THE EAST
 LW1469'CORNER OF A 4-FOOT SQUARE CONCRETE CATCH BASIN AND 2 FEET ABOVE
 LW1469'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1470 ***********************************************************************
 LW1470  DESIGNATION -  643
 LW1470  PID         -  LW1470
 LW1470  STATE/COUNTY-  RI/PROVIDENCE
 LW1470  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1470
 LW1470                         *CURRENT SURVEY CONTROL
 LW1470  ___________________________________________________________________
 LW1470* NAD 83(1986)-  41 55 23.     (N)    071 30 32.     (W)     SCALED    
 LW1470* NAVD 88     -       126.132  (meters)     413.82   (feet)  ADJUSTED  
 LW1470  ___________________________________________________________________
 LW1470  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LW1470  DYNAMIC HT  -         126.092 (meters)     413.69  (feet)  COMP
 LW1470  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 LW1470
 LW1470  VERT ORDER  -  SECOND    CLASS 0
 LW1470
 LW1470.The horizontal coordinates were scaled from a topographic map and have
 LW1470.an estimated accuracy of +/- 6 seconds.
 LW1470
 LW1470.The orthometric height was determined by differential leveling
 LW1470.and adjusted by the National Geodetic Survey in June 1991..
 LW1470
 LW1470.The geoid height was determined by GEOID03.
 LW1470
 LW1470.The dynamic height is computed by dividing the NAVD 88
 LW1470.geopotential number by the normal gravity value computed on the
 LW1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1470.degrees latitude (g = 980.6199 gals.).
 LW1470
 LW1470.The modeled gravity was interpolated from observed gravity values.
 LW1470
 LW1470;                    North         East    Units  Estimated Accuracy
 LW1470;SPC RI       -    93,260.       99,260.      MT  (+/- 180 meters Scaled)
 LW1470
 LW1470                          SUPERSEDED SURVEY CONTROL
 LW1470
 LW1470  NGVD 29 (??/??/92)  126.373  (m)          414.61   (f) ADJ UNCH    2 0
 LW1470
 LW1470.Superseded values are not recommended for survey control.
 LW1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1470.See file dsdata.txt to determine how the superseded data were derived.
 LW1470
 LW1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG919442(NAD 83)
 LW1470_MARKER: DD = SURVEY DISK
 LW1470_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW1470_SP_SET: UNSPECIFIED ROCK
 LW1470_STAMPING: 643
 LW1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1470
 LW1470  HISTORY     - Date     Condition        Report By
 LW1470  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1470  HISTORY     - 1969     GOOD             NGS
 LW1470
 LW1470                          STATION DESCRIPTION
 LW1470
 LW1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1470'3.8 MI N FROM GEORGIAVILLE.
 LW1470'ABOUT 1.85 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM THE
 LW1470'GEORGIAVILLE BAPTIST CHURCH AT GEORGIAVILLE, THENCE 1.95 MILES
 LW1470'NORTHEAST ALONG STATE HIGHWAY 116, ABOUT 0.2 MILE SOUTHWEST
 LW1470'OF THE SOUTHWEST END OF THE STATE HIGHWAY 116 OVERPASS OVER
 LW1470'INTERSTATE HIGHWAY 295, SET IN THE TOP OF A ROCK WHICH IS COVERED
 LW1470'BUT COVERS A LARGE AREA UNDERGROUND, NEAR THE JUNCTION OF A
 LW1470'DRIVEWAY LEADING NORTHWEST TO A LARGE METAL BUILDING, 43 FEET
 LW1470'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTHEAST
 LW1470'OF THE CENTER LINE OF THE DRIVEWAY, 112 FEET NORTH OF AND ACROSS
 LW1470'THE HIGHWAY FROM POWER LINE POLE 17 AND ABOUT LEVEL WITH THE
 LW1470'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0414 ***********************************************************************
 LW0414  DESIGNATION -  644 RIBPR
 LW0414  PID         -  LW0414
 LW0414  STATE/COUNTY-  RI/PROVIDENCE
 LW0414  USGS QUAD   -  PAWTUCKET (1975)
 LW0414
 LW0414                         *CURRENT SURVEY CONTROL
 LW0414  ___________________________________________________________________
 LW0414* NAD 83(1986)-  41 55 51.     (N)    071 29 38.     (W)     SCALED    
 LW0414* NAVD 88     -       118.176  (meters)     387.72   (feet)  ADJUSTED  
 LW0414  ___________________________________________________________________
 LW0414  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW0414  DYNAMIC HT  -         118.139 (meters)     387.59  (feet)  COMP
 LW0414  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 LW0414
 LW0414  VERT ORDER  -  SECOND    CLASS 0
 LW0414
 LW0414.The horizontal coordinates were scaled from a topographic map and have
 LW0414.an estimated accuracy of +/- 6 seconds.
 LW0414
 LW0414.The orthometric height was determined by differential leveling
 LW0414.and adjusted by the National Geodetic Survey in June 1991..
 LW0414
 LW0414.The geoid height was determined by GEOID03.
 LW0414
 LW0414.The dynamic height is computed by dividing the NAVD 88
 LW0414.geopotential number by the normal gravity value computed on the
 LW0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0414.degrees latitude (g = 980.6199 gals.).
 LW0414
 LW0414.The modeled gravity was interpolated from observed gravity values.
 LW0414
 LW0414;                    North         East    Units  Estimated Accuracy
 LW0414;SPC RI       -    94,130.      100,510.      MT  (+/- 180 meters Scaled)
 LW0414
 LW0414                          SUPERSEDED SURVEY CONTROL
 LW0414
 LW0414  NGVD 29 (??/??/92)  118.418  (m)          388.51   (f) ADJ UNCH    2 0
 LW0414
 LW0414.Superseded values are not recommended for survey control.
 LW0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0414.See file dsdata.txt to determine how the superseded data were derived.
 LW0414
 LW0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG932451(NAD 83)
 LW0414_MARKER: DD = SURVEY DISK
 LW0414_SETTING: 66 = SET IN ROCK OUTCROP
 LW0414_SP_SET: ROCK CUT
 LW0414_STAMPING: 644
 LW0414_MARK LOGO: RIBPR 
 LW0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0414+STABILITY: POSITION/ELEVATION WELL
 LW0414
 LW0414  HISTORY     - Date     Condition        Report By
 LW0414  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0414  HISTORY     - 1969     GOOD             NGS
 LW0414  HISTORY     - 1985     GOOD             RIGS
 LW0414
 LW0414                          STATION DESCRIPTION
 LW0414
 LW0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0414'4.8 MI N FROM GEORGIAVILLE.
 LW0414'ABOUT 1.85 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM THE
 LW0414'GEORGIAVILLE BAPTIST CHURCH AT GEORGIAVILLE, THENCE 2.9 MILES
 LW0414'NORTHEAST ALONG STATE HIGHWAY 116, ABOUT 0.75 MILE SOUTHWEST OF
 LW0414'THE JUNCTION OF STATE HIGHWAY 123, SET IN THE TOP OF A ROCK
 LW0414'WHICH IS 12 FEET LONG-2 1/2 FEET HIGH AND IS PART OF A LONG
 LW0414'CUT WHICH IS 5 FEET HIGH, 130 FEET WEST-SOUTHWEST OF A FIRE
 LW0414'HYDRANT, 39 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LW0414'87 FEET WEST-NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER
 LW0414'LINE POLE 78, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0414
 LW0414                          STATION RECOVERY (1985)
 LW0414
 LW0414'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0422 ***********************************************************************
 LW0422  DESIGNATION -  645
 LW0422  PID         -  LW0422
 LW0422  STATE/COUNTY-  RI/PROVIDENCE
 LW0422  USGS QUAD   -  PAWTUCKET (1975)
 LW0422
 LW0422                         *CURRENT SURVEY CONTROL
 LW0422  ___________________________________________________________________
 LW0422* NAD 83(1986)-  41 56 06.     (N)    071 28 31.     (W)     SCALED    
 LW0422* NAVD 88     -        86.416  (meters)     283.52   (feet)  ADJUSTED  
 LW0422  ___________________________________________________________________
 LW0422  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LW0422  DYNAMIC HT  -          86.389 (meters)     283.43  (feet)  COMP
 LW0422  MODELED GRAV-     980,312.0   (mgal)                       NAVD 88
 LW0422
 LW0422  VERT ORDER  -  SECOND    CLASS 0
 LW0422
 LW0422.The horizontal coordinates were scaled from a topographic map and have
 LW0422.an estimated accuracy of +/- 6 seconds.
 LW0422
 LW0422.The orthometric height was determined by differential leveling
 LW0422.and adjusted by the National Geodetic Survey in June 1991..
 LW0422
 LW0422.The geoid height was determined by GEOID03.
 LW0422
 LW0422.The dynamic height is computed by dividing the NAVD 88
 LW0422.geopotential number by the normal gravity value computed on the
 LW0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0422.degrees latitude (g = 980.6199 gals.).
 LW0422
 LW0422.The modeled gravity was interpolated from observed gravity values.
 LW0422
 LW0422;                    North         East    Units  Estimated Accuracy
 LW0422;SPC RI       -    94,590.      102,050.      MT  (+/- 180 meters Scaled)
 LW0422
 LW0422                          SUPERSEDED SURVEY CONTROL
 LW0422
 LW0422  NGVD 29 (??/??/92)   86.655  (m)          284.30   (f) ADJ UNCH    2 0
 LW0422
 LW0422.Superseded values are not recommended for survey control.
 LW0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0422.See file dsdata.txt to determine how the superseded data were derived.
 LW0422
 LW0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG947455(NAD 83)
 LW0422_MARKER: DD = SURVEY DISK
 LW0422_SETTING: 66 = SET IN ROCK OUTCROP
 LW0422_SP_SET: ROCK LEDGE
 LW0422_STAMPING: 645
 LW0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0422+STABILITY: POSITION/ELEVATION WELL
 LW0422
 LW0422  HISTORY     - Date     Condition        Report By
 LW0422  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0422  HISTORY     - 1969     GOOD             NGS
 LW0422
 LW0422                          STATION DESCRIPTION
 LW0422
 LW0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0422'7.7 MI NW FROM PROVIDENCE.
 LW0422'ABOUT 7.4 MILES NORTH ALONG STATE HIGHWAY 146 AND CHARLES STREET
 LW0422'FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET AT
 LW0422'PROVIDENCE, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY 116, ON
 LW0422'THE WEST SIDE OF A DEEP RAVINE, NEAR THE EAST END OF A LONG
 LW0422'CUT WHICH IS MOSTLY ROCKS, SET IN THE TOP OF A SLOPING ROCK LEDGE
 LW0422'WHICH THE EXPOSED PART IS ABOUT THE SIZE OF THE DISK, 59.3 FEET
 LW0422'WEST-SOUTHWEST OF THE WEST END OF A GUARD RAIL ALONG THE SOUTH
 LW0422'SIDE OF THE HIGHWAY, 43 1/2 FEET SOUTH OF THE CENTER LINE OF
 LW0422'THE HIGHWAY, 13 1/2 FEET SOUTHWEST OF THE CENTER OF A DITCH, 4
 LW0422'FEET SOUTH OF A 6 INCH HICKORY TREE, 1 FOOT ABOVE THE LEVEL OF
 LW0422'THE HIGHWAY.  NOTE-- THERE IS NO WAY TO MEASURE THIS ROCK AS
 LW0422'IT IS MOSTLY UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1644 ***********************************************************************
 LW1644  DESIGNATION -  645 RIBPR RESET 1976
 LW1644  PID         -  LW1644
 LW1644  STATE/COUNTY-  RI/PROVIDENCE
 LW1644  USGS QUAD   -  PAWTUCKET (1975)
 LW1644
 LW1644                         *CURRENT SURVEY CONTROL
 LW1644  ___________________________________________________________________
 LW1644* NAD 83(1986)-  41 56 06.     (N)    071 28 31.     (W)     SCALED    
 LW1644* NAVD 88     -        87.51   (+/-2cm)     287.1    (feet)  VERTCON   
 LW1644  ___________________________________________________________________
 LW1644  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LW1644
 LW1644  VERT ORDER  -  THIRD (See Below)
 LW1644
 LW1644.The horizontal coordinates were scaled from a topographic map and have
 LW1644.an estimated accuracy of +/- 6 seconds.
 LW1644
 LW1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW1644.The vertical order pertains to the NGVD 29 superseded value.
 LW1644
 LW1644.The geoid height was determined by GEOID03.
 LW1644
 LW1644;                    North         East    Units  Estimated Accuracy
 LW1644;SPC RI       -    94,590.      102,050.      MT  (+/- 180 meters Scaled)
 LW1644
 LW1644                          SUPERSEDED SURVEY CONTROL
 LW1644
 LW1644  NGVD 29 (11/21/01)   87.75   (m)          287.9    (f) RESET       3  
 LW1644
 LW1644.Superseded values are not recommended for survey control.
 LW1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1644.See file dsdata.txt to determine how the superseded data were derived.
 LW1644
 LW1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG947455(NAD 83)
 LW1644_MARKER: DD = SURVEY DISK
 LW1644_SETTING: 66 = SET IN ROCK OUTCROP
 LW1644_SP_SET: SET IN ROCK OUTCROP
 LW1644_STAMPING: 645 RIBPR RESET 1976
 LW1644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1644+STABILITY: POSITION/ELEVATION WELL
 LW1644
 LW1644  HISTORY     - Date     Condition        Report By
 LW1644  HISTORY     - 1977     MONUMENTED       RIBPR
 LW1644
 LW1644                          STATION DESCRIPTION
 LW1644
 LW1644'DESCRIBED BY RHODE ISLAND BUREAU OF PUBLIC ROADS 1977
 LW1644'7.4 MI NORTH FROM PROVIDENCE.
 LW1644'7.4 MILES NORTH ALONG STATE HIGHWAY 146 AND CHARLES STREET FROM
 LW1644'INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET IN PROVIDENCE,
 LW1644'THENCE 0.3 MILE WEST ALONG STATE HIGHWAY 116 ON THE WEST SIDE OF A
 LW1644'DEEP RAVINE NEAR EAST END OF A LONG CUT OF MOSTLY ROCKS IN THE TOP
 LW1644'OF A SLOPING ROCK LEDGE, ON THE WEST SIDE OF A UNIMPROVED DRIVEWAY
 LW1644'LEADING TO THE  WAKE ROBIN APARTMENTS, IN THE FACE OF THE LEDGE
 LW1644'CUT ON THE SOUTH SIDE OF STATE HIGHWAY 116, 38 FEET WEST-SOUTHWEST
 LW1644'OF POWERLINE POLE NUMBER 92, 25 FEET SOUTH OF THE SOUTHERLYCURBLINE,
 LW1644'AND 59 FEET SOUTH OF CENTERLINE OF STATE HIGHWAY 116.
 LW1644'THE MARK IS 3.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5258 ***********************************************************************
 LW5258  DESIGNATION -  651 RESET
 LW5258  PID         -  LW5258
 LW5258  STATE/COUNTY-  RI/PROVIDENCE
 LW5258  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5258
 LW5258                         *CURRENT SURVEY CONTROL
 LW5258  ___________________________________________________________________
 LW5258* NAD 83(1986)-  41 54 27.     (N)    071 30 35.     (W)     SCALED    
 LW5258* NAVD 88     -        89.851  (meters)     294.79   (feet)  ADJUSTED  
 LW5258  ___________________________________________________________________
 LW5258  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LW5258  DYNAMIC HT  -          89.822 (meters)     294.69  (feet)  COMP
 LW5258  MODELED GRAV-     980,300.5   (mgal)                       NAVD 88
 LW5258
 LW5258  VERT ORDER  -  SECOND    CLASS II
 LW5258
 LW5258.The horizontal coordinates were scaled from a topographic map and have
 LW5258.an estimated accuracy of +/- 6 seconds.
 LW5258
 LW5258.The orthometric height was determined by differential leveling
 LW5258.and adjusted by the National Geodetic Survey in June 1991..
 LW5258
 LW5258.The geoid height was determined by GEOID03.
 LW5258
 LW5258.The dynamic height is computed by dividing the NAVD 88
 LW5258.geopotential number by the normal gravity value computed on the
 LW5258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5258.degrees latitude (g = 980.6199 gals.).
 LW5258
 LW5258.The modeled gravity was interpolated from observed gravity values.
 LW5258
 LW5258;                    North         East    Units  Estimated Accuracy
 LW5258;SPC RI       -    91,530.       99,190.      MT  (+/- 180 meters Scaled)
 LW5258
 LW5258                          SUPERSEDED SURVEY CONTROL
 LW5258
 LW5258.No superseded survey control is available for this station.
 LW5258
 LW5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG918425(NAD 83)
 LW5258_MARKER: DD = SURVEY DISK
 LW5258_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW5258_SP_SET: ENDWALL
 LW5258_STAMPING: 651 RESET 1970
 LW5258_MARK LOGO: RIBPR 
 LW5258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW5258
 LW5258  HISTORY     - Date     Condition        Report By
 LW5258  HISTORY     - 1985     MONUMENTED       RIGS
 LW5258  HISTORY     - 1988     GOOD             RIGS
 LW5258
 LW5258                          STATION DESCRIPTION
 LW5258
 LW5258'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5258'5.4 KM (3.25 MI) NE FROM GREENVILLE.
 LW5258'STATION IS LOCATED ON THE SOUTHEAST END OF THE RI STATE HIGHWAY
 LW5258'OVERPASS BRIDGE OVER INTERSTATE 295.  TO REACH THE STATION FROM THE
 LW5258'INTERSECTION OF STATE HIGHWAYS 15 AND 7 IN NORTH PROVIDENCE, GO
 LW5258'NORTHWEST 1.76 KM (1.1 MI) ON HIGHWAY 7 TO THE SMITHFIELD TOWN LINE.
 LW5258'CONTINUE 5.3 KM (3.2 MI) NORTHWEST TO THE BRIDGE OVER I 295 AND THE
 LW5258'STATION ON THE LEFT.  THE STATION IS A STANDARD RIBPR DISK SET INTO A
 LW5258'DRILL HOLE IN THE BRIDGE ENDWALL, 8.5 METERS (28.0 FT) NORTHEAST FROM
 LW5258'A UTILITY POLE 127, 2.7 METERS (9.0 FT) NORTH FROM THE SOUTH END OF
 LW5258'THE ENDWALL, 0.3 METERS (1.0 FT) SOUTH FROM THE SOUTH END OF THE 5
 LW5258'INCH DIAMETER STEEL BRIDGE RAIL.  MARK IS 1 METERS ABOVE THE PAVEMENT
 LW5258'FOR HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1269 ***********************************************************************
 LW1269  DESIGNATION -  669
 LW1269  PID         -  LW1269
 LW1269  STATE/COUNTY-  RI/PROVIDENCE
 LW1269  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1269
 LW1269                         *CURRENT SURVEY CONTROL
 LW1269  ___________________________________________________________________
 LW1269* NAD 83(1986)-  41 50 21.     (N)    071 36 36.     (W)     SCALED    
 LW1269* NAVD 88     -        89.039  (meters)     292.12   (feet)  ADJUSTED  
 LW1269  ___________________________________________________________________
 LW1269  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW1269  DYNAMIC HT  -          89.008 (meters)     292.02  (feet)  COMP
 LW1269  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LW1269
 LW1269  VERT ORDER  -  SECOND    CLASS 0
 LW1269
 LW1269.The horizontal coordinates were scaled from a topographic map and have
 LW1269.an estimated accuracy of +/- 6 seconds.
 LW1269
 LW1269.The orthometric height was determined by differential leveling
 LW1269.and adjusted by the National Geodetic Survey in June 1991..
 LW1269
 LW1269.The geoid height was determined by GEOID03.
 LW1269
 LW1269.The dynamic height is computed by dividing the NAVD 88
 LW1269.geopotential number by the normal gravity value computed on the
 LW1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1269.degrees latitude (g = 980.6199 gals.).
 LW1269
 LW1269.The modeled gravity was interpolated from observed gravity values.
 LW1269
 LW1269;                    North         East    Units  Estimated Accuracy
 LW1269;SPC RI       -    83,950.       90,860.      MT  (+/- 180 meters Scaled)
 LW1269
 LW1269                          SUPERSEDED SURVEY CONTROL
 LW1269
 LW1269  NGVD 29 (??/??/92)   89.286  (m)          292.93   (f) ADJ UNCH    2 0
 LW1269
 LW1269.Superseded values are not recommended for survey control.
 LW1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1269.See file dsdata.txt to determine how the superseded data were derived.
 LW1269
 LW1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG832352(NAD 83)
 LW1269_MARKER: DD = SURVEY DISK
 LW1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1269_SP_SET: CULVERT
 LW1269_STAMPING: 669
 LW1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1269
 LW1269  HISTORY     - Date     Condition        Report By
 LW1269  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1269  HISTORY     - 1969     GOOD             NGS
 LW1269  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1269
 LW1269                          STATION DESCRIPTION
 LW1269
 LW1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1269'1.8 MI NW FROM NORTH SCITUATE.
 LW1269'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1269'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 1.3 MILES WEST ALONG
 LW1269'U.S. HIGHWAY 6, 0.4 MILE WEST OF THE BRIDGE OVER SCITUATE
 LW1269'RESERVOIR, ABOUT 0.15 MILE EAST OF THE JUNCTION OF STATE HIGHWAY
 LW1269'6, AT THE INTERSECTION OF ELMDALE ROAD, SET IN THE TOP OF THE
 LW1269'NORTH END OF THE EAST HEAD WALL FOR A 12-FOOT BOX CULVERT UNDER
 LW1269'ELMDALE ROAD, 90 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LW1269'11 FEET EAST OF THE CENTER LINE OF THE ROAD AND 2 FEET BELOW THE
 LW1269'LEVEL OF THE HIGHWAY.
 LW1269
 LW1269                          STATION RECOVERY (1987)
 LW1269
 LW1269'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0435 ***********************************************************************
 LW0435  DESIGNATION -  67
 LW0435  PID         -  LW0435
 LW0435  STATE/COUNTY-  RI/PROVIDENCE
 LW0435  USGS QUAD   -  PROVIDENCE (1975)
 LW0435
 LW0435                         *CURRENT SURVEY CONTROL
 LW0435  ___________________________________________________________________
 LW0435* NAD 83(1986)-  41 51 29.     (N)    071 29 07.     (W)     SCALED    
 LW0435* NAVD 88     -        33.572  (meters)     110.14   (feet)  ADJUSTED  
 LW0435  ___________________________________________________________________
 LW0435  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW0435  DYNAMIC HT  -          33.561 (meters)     110.11  (feet)  COMP
 LW0435  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 LW0435
 LW0435  VERT ORDER  -  SECOND    CLASS 0
 LW0435
 LW0435.The horizontal coordinates were scaled from a topographic map and have
 LW0435.an estimated accuracy of +/- 6 seconds.
 LW0435
 LW0435.The orthometric height was determined by differential leveling
 LW0435.and adjusted by the National Geodetic Survey in June 1991..
 LW0435
 LW0435.The geoid height was determined by GEOID03.
 LW0435
 LW0435.The dynamic height is computed by dividing the NAVD 88
 LW0435.geopotential number by the normal gravity value computed on the
 LW0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0435.degrees latitude (g = 980.6199 gals.).
 LW0435
 LW0435.The modeled gravity was interpolated from observed gravity values.
 LW0435
 LW0435;                    North         East    Units  Estimated Accuracy
 LW0435;SPC RI       -    86,040.      101,220.      MT  (+/- 180 meters Scaled)
 LW0435
 LW0435                          SUPERSEDED SURVEY CONTROL
 LW0435
 LW0435  NGVD 29 (??/??/92)   33.820  (m)          110.96   (f) ADJ UNCH    2 0
 LW0435
 LW0435.Superseded values are not recommended for survey control.
 LW0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0435.See file dsdata.txt to determine how the superseded data were derived.
 LW0435
 LW0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG937370(NAD 83)
 LW0435_MARKER: DD = SURVEY DISK
 LW0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0435_STAMPING: 67
 LW0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0435+STABILITY: SURFACE MOTION
 LW0435
 LW0435  HISTORY     - Date     Condition        Report By
 LW0435  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0435  HISTORY     - 1969     GOOD             NGS
 LW0435
 LW0435                          STATION DESCRIPTION
 LW0435
 LW0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0435'AT NORTH PROVIDENCE.
 LW0435'AT NORTH PROVIDENCE, ABOUT 2.35 MILES NORTHWEST ALONG U.S.
 LW0435'HIGHWAY 44 FROM THE LA SALLE ACADEMY, IN THE NORTH CORNER OF THE
 LW0435'JUNCTION OF STATE HIGHWAY 104, ABOUT 3.85 MILES EAST OF THE
 LW0435'POST OFFICE AT GREENVILLE, 75 FEET WEST OF AND ACROSS THE HIGHWAY
 LW0435'104 FROM THE SOUTH CORNER OF THE CLOVERDALE BRANCH POST OFFICE
 LW0435'OF THE PROVIDENCE POST OFFICE SYSTEM, 24 FEET NORTHEAST OF THE
 LW0435'NORTHEAST CURB OF U.S. HIGHWAY 44, 8.5 FEET SOUTH OF A STEEL
 LW0435'POST SUPPORTING A SIGN WILLIAM BRADBROOK SQUARE, 1.2 FEET
 LW0435'NORTHWEST OF THE ROUNDED CURB BETWEEN THE TWO HIGHWAYS, ABOUT
 LW0435'LEVEL WITH STATE HIGHWAY 104, 1 1/2 FEET BELOW THE LEVEL OF U.S.
 LW0435'HIGHWAY 44, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 LW0435'ABOVE THE LEVEL OF THE BLACK TOPPED SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1189 ***********************************************************************
 LW1189  DESIGNATION -  673
 LW1189  PID         -  LW1189
 LW1189  STATE/COUNTY-  RI/PROVIDENCE
 LW1189  USGS QUAD   -  CLAYVILLE (1975)
 LW1189
 LW1189                         *CURRENT SURVEY CONTROL
 LW1189  ___________________________________________________________________
 LW1189* NAD 83(1986)-  41 50 30.     (N)    071 40 35.     (W)     SCALED    
 LW1189* NAVD 88     -       218.089  (meters)     715.51   (feet)  ADJUSTED  
 LW1189  ___________________________________________________________________
 LW1189  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW1189  DYNAMIC HT  -         218.014 (meters)     715.27  (feet)  COMP
 LW1189  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 LW1189
 LW1189  VERT ORDER  -  SECOND    CLASS 0
 LW1189
 LW1189.The horizontal coordinates were scaled from a topographic map and have
 LW1189.an estimated accuracy of +/- 6 seconds.
 LW1189
 LW1189.The orthometric height was determined by differential leveling
 LW1189.and adjusted by the National Geodetic Survey in June 1991..
 LW1189
 LW1189.The geoid height was determined by GEOID03.
 LW1189
 LW1189.The dynamic height is computed by dividing the NAVD 88
 LW1189.geopotential number by the normal gravity value computed on the
 LW1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1189.degrees latitude (g = 980.6199 gals.).
 LW1189
 LW1189.The modeled gravity was interpolated from observed gravity values.
 LW1189
 LW1189;                    North         East    Units  Estimated Accuracy
 LW1189;SPC RI       -    84,240.       85,350.      MT  (+/- 180 meters Scaled)
 LW1189
 LW1189                          SUPERSEDED SURVEY CONTROL
 LW1189
 LW1189  NGVD 29 (??/??/92)  218.330  (m)          716.30   (f) ADJ UNCH    2 0
 LW1189
 LW1189.Superseded values are not recommended for survey control.
 LW1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1189.See file dsdata.txt to determine how the superseded data were derived.
 LW1189
 LW1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG777356(NAD 83)
 LW1189_MARKER: DD = SURVEY DISK
 LW1189_SETTING: 80 = SET IN A BOULDER
 LW1189_SP_SET: BOULDER
 LW1189_STAMPING: 673
 LW1189_MARK LOGO: RIBPR 
 LW1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1189+STABILITY: SURFACE MOTION
 LW1189
 LW1189  HISTORY     - Date     Condition        Report By
 LW1189  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1189  HISTORY     - 1969     GOOD             NGS
 LW1189  HISTORY     - 1988     GOOD             USPSQD
 LW1189  HISTORY     - 19890315 GOOD             RIGS
 LW1189
 LW1189                          STATION DESCRIPTION
 LW1189
 LW1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1189'5.1 MI NE FROM CLAYVILLE.
 LW1189'ABOUT 5.1 MILES NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1189'CLAYVILLE CHURCH AT CLAYVILLE, 142 FEET SOUTH OF THE CENTER OF
 LW1189'THE INTERSECTION OF STATE HIGHWAY 101, SET IN THE TOP OF AND NEAR
 LW1189'THE CENTER OF A 6-FOOT ROCK WHICH PROJECTS 1 FOOT ABOVE THE
 LW1189'LEVEL OF THE GROUND, 114 FEET SOUTHEAST OF THE CENTER LINE OF
 LW1189'STATE HIGHWAY 102, 42 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 LW1189'HIGHWAY 101, 42 1/2 FEET SOUTH OF POWER LINE POLE 229, AND 1
 LW1189'FOOT ABOVE THE LEVEL OF THE HIGHWAYS.  NOTE-- THE DISK IS
 LW1189'MUTILATED BUT SOLID IN ROCK.
 LW1189
 LW1189                          STATION RECOVERY (1988)
 LW1189
 LW1189'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1189'RECOVERED IN GOOD CONDITION.
 LW1189
 LW1189                          STATION RECOVERY (1989)
 LW1189
 LW1189'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0411 ***********************************************************************
 LW0411  DESIGNATION -  68
 LW0411  PID         -  LW0411
 LW0411  STATE/COUNTY-  RI/PROVIDENCE
 LW0411  USGS QUAD   -  PROVIDENCE (1975)
 LW0411
 LW0411                         *CURRENT SURVEY CONTROL
 LW0411  ___________________________________________________________________
 LW0411* NAD 83(1986)-  41 51 57.     (N)    071 29 23.     (W)     SCALED    
 LW0411* NAVD 88     -        42.203  (meters)     138.46   (feet)  ADJUSTED  
 LW0411  ___________________________________________________________________
 LW0411  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW0411  DYNAMIC HT  -          42.189 (meters)     138.42  (feet)  COMP
 LW0411  MODELED GRAV-     980,301.7   (mgal)                       NAVD 88
 LW0411
 LW0411  VERT ORDER  -  SECOND    CLASS 0
 LW0411
 LW0411.The horizontal coordinates were scaled from a topographic map and have
 LW0411.an estimated accuracy of +/- 6 seconds.
 LW0411
 LW0411.The orthometric height was determined by differential leveling
 LW0411.and adjusted by the National Geodetic Survey in June 1991..
 LW0411
 LW0411.The geoid height was determined by GEOID03.
 LW0411
 LW0411.The dynamic height is computed by dividing the NAVD 88
 LW0411.geopotential number by the normal gravity value computed on the
 LW0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0411.degrees latitude (g = 980.6199 gals.).
 LW0411
 LW0411.The modeled gravity was interpolated from observed gravity values.
 LW0411
 LW0411;                    North         East    Units  Estimated Accuracy
 LW0411;SPC RI       -    86,910.      100,850.      MT  (+/- 180 meters Scaled)
 LW0411
 LW0411                          SUPERSEDED SURVEY CONTROL
 LW0411
 LW0411  NGVD 29 (??/??/92)   42.451  (m)          139.27   (f) ADJ UNCH    2 0
 LW0411
 LW0411.Superseded values are not recommended for survey control.
 LW0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0411.See file dsdata.txt to determine how the superseded data were derived.
 LW0411
 LW0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG933378(NAD 83)
 LW0411_MARKER: DD = SURVEY DISK
 LW0411_SETTING: 66 = SET IN ROCK OUTCROP
 LW0411_SP_SET: ROCK LEDGE
 LW0411_STAMPING: 68
 LW0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0411+STABILITY: POSITION/ELEVATION WELL
 LW0411
 LW0411  HISTORY     - Date     Condition        Report By
 LW0411  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0411  HISTORY     - 1969     GOOD             NGS
 LW0411
 LW0411                          STATION DESCRIPTION
 LW0411
 LW0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0411'AT GREYSTONE.
 LW0411'AT GREYSTONE, IN THE GREYSTONE SECTION OF NORTH PROVIDENCE,
 LW0411'ABOUT 74 YARDS SOUTH OF THE INTERSECTION OF STATE HIGHWAY 104
 LW0411'AND GREYSTONE AVENUE, 99 FEET NORTHEAST OF AND ACROSS THE
 LW0411'HIGHWAY FROM THE NORTHEAST CORNER OF THE WHITE HALL BUILDING
 LW0411'(3 STORY BRICK BUILDING) SET IN THE TOP OF THE WEST EDGE OF
 LW0411'A SLOPING ROCK LEDGE WHICH IS ABOUT 95 FEET LONG AND 10 FEET
 LW0411'HIGH, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 16
 LW0411'FEET SOUTHEAST OF POWER LINE POLE 39 AND 2 1/2 FEET ABOVE THE
 LW0411'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1433 ***********************************************************************
 LW1433  DESIGNATION -  687
 LW1433  PID         -  LW1433
 LW1433  STATE/COUNTY-  RI/PROVIDENCE
 LW1433  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1433
 LW1433                         *CURRENT SURVEY CONTROL
 LW1433  ___________________________________________________________________
 LW1433* NAD 83(1986)-  41 46 11.     (N)    071 32 15.     (W)     SCALED    
 LW1433* NAVD 88     -       127.718  (meters)     419.02   (feet)  ADJUSTED  
 LW1433  ___________________________________________________________________
 LW1433  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW1433  DYNAMIC HT  -         127.675 (meters)     418.88  (feet)  COMP
 LW1433  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 LW1433
 LW1433  VERT ORDER  -  SECOND    CLASS 0
 LW1433
 LW1433.The horizontal coordinates were scaled from a topographic map and have
 LW1433.an estimated accuracy of +/- 6 seconds.
 LW1433
 LW1433.The orthometric height was determined by differential leveling
 LW1433.and adjusted by the National Geodetic Survey in June 1991..
 LW1433
 LW1433.The geoid height was determined by GEOID03.
 LW1433
 LW1433.The dynamic height is computed by dividing the NAVD 88
 LW1433.geopotential number by the normal gravity value computed on the
 LW1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1433.degrees latitude (g = 980.6199 gals.).
 LW1433
 LW1433.The modeled gravity was interpolated from observed gravity values.
 LW1433
 LW1433;                    North         East    Units  Estimated Accuracy
 LW1433;SPC RI       -    76,230.       96,880.      MT  (+/- 180 meters Scaled)
 LW1433
 LW1433                          SUPERSEDED SURVEY CONTROL
 LW1433
 LW1433  NGVD 29 (??/??/92)  127.968  (m)          419.84   (f) ADJ UNCH    2 0
 LW1433
 LW1433.Superseded values are not recommended for survey control.
 LW1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1433.See file dsdata.txt to determine how the superseded data were derived.
 LW1433
 LW1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG890273(NAD 83)
 LW1433_MARKER: DD = SURVEY DISK
 LW1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1433_STAMPING: 687
 LW1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1433+STABILITY: SURFACE MOTION
 LW1433
 LW1433  HISTORY     - Date     Condition        Report By
 LW1433  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1433  HISTORY     - 1969     GOOD             NGS
 LW1433  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1433  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1433
 LW1433                          STATION DESCRIPTION
 LW1433
 LW1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1433'4 MI NE FROM HOPE.
 LW1433'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION OF
 LW1433'STATE HIGHWAY 115 AT HOPE, THENCE 1.95 MILES EAST ALONG STATE
 LW1433'HIGHWAY 12, ABOUT 0.2 MILE WEST OF THE INTERSECTION OF PIPPIN
 LW1433'ORCHARD ROAD, 246 FEET SOUTH OF THE CENTER LINE OF THE
 LW1433'HIGHWAY, 144 FEET WEST OF THE CENTER OF THE JUNCTION OF THE OLD
 LW1433'HIGHWAY AND A DRIVEWAY LEADING NORTH TO A LARGE WHITE FRAME
 LW1433'HOUSE, 56 1/2 FEET WEST OF TELEPHONE CABLE POLE NO. 39, 18 1/2
 LW1433'FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT LEVEL
 LW1433'WITH THE OLD HIGHWAY, 6 FEET BELOW THE LEVEL OF THE NEW HIGHWAY
 LW1433'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 LW1433'THE LEVEL OF THE GROUND.
 LW1433
 LW1433                          STATION RECOVERY (1987)
 LW1433
 LW1433'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1433'MARK NOT FOUND.
 LW1433
 LW1433                          STATION RECOVERY (1989)
 LW1433
 LW1433'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0412 ***********************************************************************
 LW0412  DESIGNATION -  69
 LW0412  PID         -  LW0412
 LW0412  STATE/COUNTY-  RI/PROVIDENCE
 LW0412  USGS QUAD   -  PROVIDENCE (1975)
 LW0412
 LW0412                         *CURRENT SURVEY CONTROL
 LW0412  ___________________________________________________________________
 LW0412* NAD 83(1986)-  41 52 20.     (N)    071 29 39.     (W)     SCALED    
 LW0412* NAVD 88     -        44.430  (meters)     145.77   (feet)  ADJUSTED  
 LW0412  ___________________________________________________________________
 LW0412  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW0412  DYNAMIC HT  -          44.416 (meters)     145.72  (feet)  COMP
 LW0412  MODELED GRAV-     980,301.1   (mgal)                       NAVD 88
 LW0412
 LW0412  VERT ORDER  -  SECOND    CLASS 0
 LW0412
 LW0412.The horizontal coordinates were scaled from a topographic map and have
 LW0412.an estimated accuracy of +/- 6 seconds.
 LW0412
 LW0412.The orthometric height was determined by differential leveling
 LW0412.and adjusted by the National Geodetic Survey in June 1991..
 LW0412
 LW0412.The geoid height was determined by GEOID03.
 LW0412
 LW0412.The dynamic height is computed by dividing the NAVD 88
 LW0412.geopotential number by the normal gravity value computed on the
 LW0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0412.degrees latitude (g = 980.6199 gals.).
 LW0412
 LW0412.The modeled gravity was interpolated from observed gravity values.
 LW0412
 LW0412;                    North         East    Units  Estimated Accuracy
 LW0412;SPC RI       -    87,620.      100,480.      MT  (+/- 180 meters Scaled)
 LW0412
 LW0412                          SUPERSEDED SURVEY CONTROL
 LW0412
 LW0412  NGVD 29 (??/??/92)   44.678  (m)          146.58   (f) ADJ UNCH    2 0
 LW0412
 LW0412.Superseded values are not recommended for survey control.
 LW0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0412.See file dsdata.txt to determine how the superseded data were derived.
 LW0412
 LW0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG930385(NAD 83)
 LW0412_MARKER: DD = SURVEY DISK
 LW0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0412_STAMPING: 69
 LW0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0412+STABILITY: SURFACE MOTION
 LW0412
 LW0412  HISTORY     - Date     Condition        Report By
 LW0412  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0412  HISTORY     - 1969     GOOD             NGS
 LW0412
 LW0412                          STATION DESCRIPTION
 LW0412
 LW0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0412'0.4 MI NW FROM GREYSTONE.
 LW0412'ABOUT 0.45 MILE NORTHWEST ALONG STATE HIGHWAY 104 FROM THE
 LW0412'INTERSECTION OF GREYSTONE AVENUE, AT ESMOND, AT THE JUNCTION
 LW0412'OF ARNOLD AVENUE, 45 1/2 FEET NORTH OF THE CENTER LINE OF A BLACK
 LW0412'TOP DRIVEWAY LEADING EAST TO HOUSE AT NUMBER 283, 29 FEET EAST
 LW0412'OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTH OF THE EXTENDED
 LW0412'CENTER LINE OF ARNOLD AVENUE, 4 FEET NORTH OF THE NORTH
 LW0412'GATE POST WHICH IS AT THE NORTH EDGE OF A STONE WALKWAY TO THE
 LW0412'HOUSE, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE
 LW0412'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 LW0412'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0468 ***********************************************************************
 LW0468  DESIGNATION -  690
 LW0468  PID         -  LW0468
 LW0468  STATE/COUNTY-  RI/PROVIDENCE
 LW0468  USGS QUAD   -  PROVIDENCE (1975)
 LW0468
 LW0468                         *CURRENT SURVEY CONTROL
 LW0468  ___________________________________________________________________
 LW0468* NAD 83(1986)-  41 46 51.     (N)    071 29 37.     (W)     SCALED    
 LW0468* NAVD 88     -        68.188  (meters)     223.71   (feet)  ADJUSTED  
 LW0468  ___________________________________________________________________
 LW0468  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW0468  DYNAMIC HT  -          68.166 (meters)     223.64  (feet)  COMP
 LW0468  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 LW0468
 LW0468  VERT ORDER  -  SECOND    CLASS 0
 LW0468
 LW0468.The horizontal coordinates were scaled from a topographic map and have
 LW0468.an estimated accuracy of +/- 6 seconds.
 LW0468
 LW0468.The orthometric height was determined by differential leveling
 LW0468.and adjusted by the National Geodetic Survey in June 1991..
 LW0468
 LW0468.The geoid height was determined by GEOID03.
 LW0468
 LW0468.The dynamic height is computed by dividing the NAVD 88
 LW0468.geopotential number by the normal gravity value computed on the
 LW0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0468.degrees latitude (g = 980.6199 gals.).
 LW0468
 LW0468.The modeled gravity was interpolated from observed gravity values.
 LW0468
 LW0468;                    North         East    Units  Estimated Accuracy
 LW0468;SPC RI       -    77,470.      100,530.      MT  (+/- 180 meters Scaled)
 LW0468
 LW0468                          SUPERSEDED SURVEY CONTROL
 LW0468
 LW0468  NGVD 29 (??/??/92)   68.445  (m)          224.56   (f) ADJ UNCH    2 0
 LW0468
 LW0468.Superseded values are not recommended for survey control.
 LW0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0468.See file dsdata.txt to determine how the superseded data were derived.
 LW0468
 LW0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG927284(NAD 83)
 LW0468_MARKER: DD = SURVEY DISK
 LW0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0468_STAMPING: 690
 LW0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0468+STABILITY: SURFACE MOTION
 LW0468
 LW0468  HISTORY     - Date     Condition        Report By
 LW0468  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0468  HISTORY     - 1969     GOOD             NGS
 LW0468
 LW0468                          STATION DESCRIPTION
 LW0468
 LW0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0468'1.2 MI W FROM CRANSTON.
 LW0468'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 12 FROM THE
 LW0468'INTERSECTION OF STATE HIGHWAY 5 AT CRANSTON, ABOUT 0.4 MILE EAST
 LW0468'OF THE STATE HIGHWAY 12 OVERPASS OVER INTERSTATE HIGHWAY 295,
 LW0468'BETWEEN TWO DRIVEWAYS LEADING TO HOUSE NUMBER 505 AND 525, 44
 LW0468'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7.1 FEET
 LW0468'NORTHWEST OF THE NORTHWEST EDGE OF THE SOUTHWEST END OF THE
 LW0468'CONCRETE PORTION OF THE DRIVE TO HOUSE 505, 6.6 FEET SOUTHEAST
 LW0468'OF THE SOUTHEAST EDGE OF THE DRIVE TO HOUSE 525, 7 FEET SOUTHWEST
 LW0468'OF A 10-INCH CEDAR TREE, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 LW0468'AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL OF
 LW0468'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0302 ***********************************************************************
 LW0302  DESIGNATION -  7
 LW0302  PID         -  LW0302
 LW0302  STATE/COUNTY-  RI/PROVIDENCE
 LW0302  USGS QUAD   -  PAWTUCKET (1975)
 LW0302
 LW0302                         *CURRENT SURVEY CONTROL
 LW0302  ___________________________________________________________________
 LW0302* NAD 83(1986)-  41 59 49.     (N)    071 25 01.     (W)     SCALED    
 LW0302* NAVD 88     -        63.714  (meters)     209.03   (feet)  ADJUSTED  
 LW0302  ___________________________________________________________________
 LW0302  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LW0302  DYNAMIC HT  -          63.694 (meters)     208.97  (feet)  COMP
 LW0302  MODELED GRAV-     980,316.3   (mgal)                       NAVD 88
 LW0302
 LW0302  VERT ORDER  -  SECOND    CLASS 0
 LW0302
 LW0302.The horizontal coordinates were scaled from a topographic map and have
 LW0302.an estimated accuracy of +/- 6 seconds.
 LW0302
 LW0302.The orthometric height was determined by differential leveling
 LW0302.and adjusted by the National Geodetic Survey in June 1991..
 LW0302
 LW0302.The geoid height was determined by GEOID03.
 LW0302
 LW0302.The dynamic height is computed by dividing the NAVD 88
 LW0302.geopotential number by the normal gravity value computed on the
 LW0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0302.degrees latitude (g = 980.6199 gals.).
 LW0302
 LW0302.The modeled gravity was interpolated from observed gravity values.
 LW0302
 LW0302;                    North         East    Units  Estimated Accuracy
 LW0302;SPC RI       -   101,470.      106,880.      MT  (+/- 180 meters Scaled)
 LW0302
 LW0302                          SUPERSEDED SURVEY CONTROL
 LW0302
 LW0302  NGVD 29 (??/??/92)   63.950  (m)          209.81   (f) ADJ UNCH    2 0
 LW0302
 LW0302.Superseded values are not recommended for survey control.
 LW0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0302.See file dsdata.txt to determine how the superseded data were derived.
 LW0302
 LW0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG998522(NAD 83)
 LW0302_MARKER: DD = SURVEY DISK
 LW0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0302_STAMPING: 7
 LW0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0302+STABILITY: SURFACE MOTION
 LW0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0302+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 LW0302
 LW0302  HISTORY     - Date     Condition        Report By
 LW0302  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0302  HISTORY     - 1969     GOOD             NGS
 LW0302  HISTORY     - 1985     GOOD             LOCSUR
 LW0302  HISTORY     - 20050327 GOOD             INDIV
 LW0302
 LW0302                          STATION DESCRIPTION
 LW0302
 LW0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0302'5 MI SE FROM WOONSOCKET.
 LW0302'ABOUT 5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 114 FROM THE
 LW0302'JUNCTION OF STATE HIGHWAY 126 AT WOONSOCKET, AT THE SOUTH CORNER
 LW0302'OF A LAWN FOR A LARGE TWO-STORIED RESIDENCE, 33 FEET NORTH OF
 LW0302'THE CENTER OF THE JUNCTION OF TOWER HILL ROAD LEADING SOUTHWEST,
 LW0302'28 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7 1/2 FEET
 LW0302'EAST OF POWER LINE POLE NO. 348, 1 1/2 FEET BELOW THE LEVEL OF
 LW0302'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW0302'5 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE POST IS
 LW0302'CHIPPED ON THE NORTH CORNER BUT IS SOLID IN THE GROUND.
 LW0302
 LW0302                          STATION RECOVERY (1985)
 LW0302
 LW0302'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0302'RECOVERED IN GOOD CONDITION.
 LW0302
 LW0302                          STATION RECOVERY (2005)
 LW0302
 LW0302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DKA)
 LW0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1463 ***********************************************************************
 LW1463  DESIGNATION -  70
 LW1463  PID         -  LW1463
 LW1463  STATE/COUNTY-  RI/PROVIDENCE
 LW1463  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1463
 LW1463                         *CURRENT SURVEY CONTROL
 LW1463  ___________________________________________________________________
 LW1463* NAD 83(1986)-  41 52 54.     (N)    071 30 14.     (W)     SCALED    
 LW1463* NAVD 88     -        42.220  (meters)     138.52   (feet)  ADJUSTED  
 LW1463  ___________________________________________________________________
 LW1463  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW1463  DYNAMIC HT  -          42.207 (meters)     138.47  (feet)  COMP
 LW1463  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 LW1463
 LW1463  VERT ORDER  -  SECOND    CLASS 0
 LW1463
 LW1463.The horizontal coordinates were scaled from a topographic map and have
 LW1463.an estimated accuracy of +/- 6 seconds.
 LW1463
 LW1463.The orthometric height was determined by differential leveling
 LW1463.and adjusted by the National Geodetic Survey in June 1991..
 LW1463
 LW1463.The geoid height was determined by GEOID03.
 LW1463
 LW1463.The dynamic height is computed by dividing the NAVD 88
 LW1463.geopotential number by the normal gravity value computed on the
 LW1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1463.degrees latitude (g = 980.6199 gals.).
 LW1463
 LW1463.The modeled gravity was interpolated from observed gravity values.
 LW1463
 LW1463;                    North         East    Units  Estimated Accuracy
 LW1463;SPC RI       -    88,670.       99,680.      MT  (+/- 180 meters Scaled)
 LW1463
 LW1463                          SUPERSEDED SURVEY CONTROL
 LW1463
 LW1463  NGVD 29 (??/??/92)   42.467  (m)          139.33   (f) ADJ UNCH    2 0
 LW1463
 LW1463.Superseded values are not recommended for survey control.
 LW1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1463.See file dsdata.txt to determine how the superseded data were derived.
 LW1463
 LW1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG922396(NAD 83)
 LW1463_MARKER: DD = SURVEY DISK
 LW1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1463_STAMPING: 70
 LW1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1463+STABILITY: SURFACE MOTION
 LW1463
 LW1463  HISTORY     - Date     Condition        Report By
 LW1463  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1463  HISTORY     - 1969     GOOD             NGS
 LW1463
 LW1463                          STATION DESCRIPTION
 LW1463
 LW1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1463'AT GEORGIAVILLE.
 LW1463'AT GEORGIAVILLE, ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 104
 LW1463'FROM THE GEORGIAVILLE BAPTIST CHURCH, ABOUT 0.35 MILE SOUTHEAST
 LW1463'OF THE SMITHFIELD TOWN HALL AND THE GEORGIAVILLE FIRE STATION,
 LW1463'ABOUT 0.1 MILE NORTHWEST OF A 60-FOOT CONCRETE BRIDGE OVER THE
 LW1463'WOONASQUATUCKET RIVER, AT AN OLD ABANDONED RAILROAD CROSSING,
 LW1463'32 1/2 FEET NORTH OF THE CENTER LINE OF THE OLD RAILROAD CROSSING
 LW1463'WHICH IS ALSO THE JUNCTION OF A DRIVEWAY LEADING SOUTH, 24 FEET
 LW1463'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTHWEST
 LW1463'OF A TELEPHONE CABLE POLE, 0.9 FOOT SOUTHWEST OF A METAL WITNESS
 LW1463'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 LW1463'OF A CONCRETE POST WHICH IS 1 FOOT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1120 ***********************************************************************
 LW1120  DESIGNATION -  700
 LW1120  PID         -  LW1120
 LW1120  STATE/COUNTY-  RI/PROVIDENCE
 LW1120  USGS QUAD   -  CLAYVILLE (1975)
 LW1120
 LW1120                         *CURRENT SURVEY CONTROL
 LW1120  ___________________________________________________________________
 LW1120* NAD 83(1986)-  41 51 19.     (N)    071 44 43.     (W)     SCALED    
 LW1120* NAVD 88     -       184.951  (meters)     606.79   (feet)  ADJUSTED  
 LW1120  ___________________________________________________________________
 LW1120  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW1120  DYNAMIC HT  -         184.885 (meters)     606.58  (feet)  COMP
 LW1120  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 LW1120
 LW1120  VERT ORDER  -  SECOND    CLASS 0
 LW1120
 LW1120.The horizontal coordinates were scaled from a topographic map and have
 LW1120.an estimated accuracy of +/- 6 seconds.
 LW1120
 LW1120.The orthometric height was determined by differential leveling
 LW1120.and adjusted by the National Geodetic Survey in June 1991..
 LW1120
 LW1120.The geoid height was determined by GEOID03.
 LW1120
 LW1120.The dynamic height is computed by dividing the NAVD 88
 LW1120.geopotential number by the normal gravity value computed on the
 LW1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1120.degrees latitude (g = 980.6199 gals.).
 LW1120
 LW1120.The modeled gravity was interpolated from observed gravity values.
 LW1120
 LW1120;                    North         East    Units  Estimated Accuracy
 LW1120;SPC RI       -    85,760.       79,630.      MT  (+/- 180 meters Scaled)
 LW1120
 LW1120                          SUPERSEDED SURVEY CONTROL
 LW1120
 LW1120  NGVD 29 (??/??/92)  185.191  (m)          607.58   (f) ADJ UNCH    2 0
 LW1120
 LW1120.Superseded values are not recommended for survey control.
 LW1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1120.See file dsdata.txt to determine how the superseded data were derived.
 LW1120
 LW1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG721373(NAD 83)
 LW1120_MARKER: DD = SURVEY DISK
 LW1120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1120_SP_SET: BRIDGE
 LW1120_STAMPING: 700
 LW1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1120
 LW1120  HISTORY     - Date     Condition        Report By
 LW1120  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1120  HISTORY     - 1958     GOOD             NGS
 LW1120
 LW1120                          STATION DESCRIPTION
 LW1120
 LW1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LW1120'7.6 MI E FROM DAYVILLE.
 LW1120'7.65 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LW1120'AT DAYVILLE, SET IN THE TOP OF THE SOUTHEAST END OF THE
 LW1120'NORTHEAST GUARD RAIL, OF A CONCRETE BRIDGE NUMBER 323, 43 FEET
 LW1120'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET EAST OF
 LW1120'POWER POLE 160, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0563 ***********************************************************************
 LW0563  DESIGNATION -  714
 LW0563  PID         -  LW0563
 LW0563  STATE/COUNTY-  RI/BRISTOL
 LW0563  USGS QUAD   -  BRISTOL (1975)
 LW0563
 LW0563                         *CURRENT SURVEY CONTROL
 LW0563  ___________________________________________________________________
 LW0563* NAD 83(1986)-  41 40 45.     (N)    071 16 44.     (W)     SCALED    
 LW0563* NAVD 88     -         3.524  (meters)      11.56   (feet)  ADJUSTED  
 LW0563  ___________________________________________________________________
 LW0563  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW0563  DYNAMIC HT  -           3.523 (meters)      11.56  (feet)  COMP
 LW0563  MODELED GRAV-     980,303.6   (mgal)                       NAVD 88
 LW0563
 LW0563  VERT ORDER  -  SECOND    CLASS 0
 LW0563
 LW0563.The horizontal coordinates were scaled from a topographic map and have
 LW0563.an estimated accuracy of +/- 6 seconds.
 LW0563
 LW0563.The orthometric height was determined by differential leveling
 LW0563.and adjusted by the National Geodetic Survey in June 1991..
 LW0563
 LW0563.The geoid height was determined by GEOID03.
 LW0563
 LW0563.The dynamic height is computed by dividing the NAVD 88
 LW0563.geopotential number by the normal gravity value computed on the
 LW0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0563.degrees latitude (g = 980.6199 gals.).
 LW0563
 LW0563.The modeled gravity was interpolated from observed gravity values.
 LW0563
 LW0563;                    North         East    Units  Estimated Accuracy
 LW0563;SPC RI       -    66,200.      118,410.      MT  (+/- 180 meters Scaled)
 LW0563
 LW0563                          SUPERSEDED SURVEY CONTROL
 LW0563
 LW0563  NGVD 29 (??/??/92)    3.782  (m)           12.41   (f) ADJ UNCH    2 0
 LW0563
 LW0563.Superseded values are not recommended for survey control.
 LW0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0563.See file dsdata.txt to determine how the superseded data were derived.
 LW0563
 LW0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG103166(NAD 83)
 LW0563_MARKER: DD = SURVEY DISK
 LW0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0563_STAMPING: 714
 LW0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0563+STABILITY: SURFACE MOTION
 LW0563
 LW0563  HISTORY     - Date     Condition        Report By
 LW0563  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0563  HISTORY     - 1969     GOOD             NGS
 LW0563  HISTORY     - 19980411 GOOD             USPSQD
 LW0563
 LW0563                          STATION DESCRIPTION
 LW0563
 LW0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0563'0.6 MI N FROM BRISTOL.
 LW0563'AT BRISTOL, ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 114 FROM
 LW0563'THE POST OFFICE, AT THE JUNCTION OF POPPASQUASH ROAD LEADING
 LW0563'NORTHWEST, 41 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 14 1/2
 LW0563'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8.4 FEET NORTHWEST
 LW0563'OF THE NORTHEAST CORNER OF A TWO-STORIED HOUSE, 1.2 FEET NORTH
 LW0563'OF A WOODEN FENCE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 LW0563'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0563
 LW0563                          STATION RECOVERY (1998)
 LW0563
 LW0563'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5519 ***********************************************************************
 LW5519  DESIGNATION -  746 RESET
 LW5519  PID         -  LW5519
 LW5519  STATE/COUNTY-  RI/WASHINGTON
 LW5519  USGS QUAD   -  VOLUNTOWN (1975)
 LW5519
 LW5519                         *CURRENT SURVEY CONTROL
 LW5519  ___________________________________________________________________
 LW5519* NAD 83(1996)-  41 34 34.94692(N)    071 45 14.23592(W)     ADJUSTED  
 LW5519* NAVD 88     -        74.50   (+/-2cm)     244.4    (feet)  VERTCON   
 LW5519  ___________________________________________________________________
 LW5519  X           -   1,496,104.429 (meters)                     COMP
 LW5519  Y           -  -4,538,132.544 (meters)                     COMP
 LW5519  Z           -   4,210,550.829 (meters)                     COMP
 LW5519  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 LW5519  ELLIP HEIGHT-          44.22  (meters)          (06/13/02) GPS OBS
 LW5519  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LW5519
 LW5519  HORZ ORDER  -  THIRD
 LW5519  VERT ORDER  -  THIRD ? (See Below)
 LW5519  ELLP ORDER  -  FOURTH    CLASS II
 LW5519
 LW5519.The horizontal coordinates were established by GPS observations
 LW5519.and adjusted by the National Geodetic Survey in August 1998..
 LW5519
 LW5519.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5519.The vertical order pertains to the NGVD 29 superseded value.
 LW5519
 LW5519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5519
 LW5519.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5519
 LW5519.The ellipsoidal height was determined by GPS observations
 LW5519.and is referenced to NAD 83.
 LW5519
 LW5519.The geoid height was determined by GEOID03.
 LW5519
 LW5519;                    North         East     Units Scale Factor Converg.
 LW5519;SPC RI       -    54,788.061    78,820.834   MT  0.99999927   -0 10 06.7
 LW5519;SPC RI       -   179,750.50    258,598.02   sFT  0.99999927   -0 10 06.7
 LW5519;SPC CT       -   235,400.111   387,865.598   MT  0.99998342   +0 39 37.6
 LW5519;SPC CT       -   772,308.53  1,272,522.38   sFT  0.99998342   +0 39 37.6
 LW5519;UTM  19      - 4,606,406.462   270,406.891   MT  1.00024874   -1 49 42.1
 LW5519
 LW5519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5519!SPC RI       -   0.99999306  x   0.99999927  =   0.99999233
 LW5519!SPC CT       -   0.99999306  x   0.99998342  =   0.99997648
 LW5519!UTM  19      -   0.99999306  x   1.00024874  =   1.00024180
 LW5519
 LW5519                          SUPERSEDED SURVEY CONTROL
 LW5519
 LW5519  ELLIP H (08/17/98)   44.24   (m)                       GP(       ) 4 1
 LW5519  NAD 83(1992)-  41 34 34.94570(N)    071 45 14.23510(W) AD(       ) 3
 LW5519  ELLIP H (01/17/96)   44.19   (m)                       GP(       ) 4 2
 LW5519  NAD 83(1986)-  41 34 34.94530(N)    071 45 14.23547(W) AD(       ) 3
 LW5519  NGVD 29 (07/30/91)   74.76   (m)          245.3    (f) LEVELING    3  
 LW5519
 LW5519.Superseded values are not recommended for survey control.
 LW5519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5519.See file dsdata.txt to determine how the superseded data were derived.
 LW5519
 LW5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7040706406(NAD 83)
 LW5519_MARKER: DD = SURVEY DISK
 LW5519_SETTING: 80 = SET IN A BOULDER
 LW5519_SP_SET: IN DRILL HOLE IN A BOULDER
 LW5519_STAMPING: RIBPR 746 RESET 1987
 LW5519_MARK LOGO: RIGS  
 LW5519_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW5519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5519+STABILITY: SURFACE MOTION
 LW5519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5519+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 LW5519
 LW5519  HISTORY     - Date     Condition        Report By
 LW5519  HISTORY     - 1987     MONUMENTED       RIGS
 LW5519  HISTORY     - 19890719 GOOD
 LW5519  HISTORY     - 20020710 GOOD             USPS
 LW5519  HISTORY     - 20031230 POOR             INDIV
 LW5519
 LW5519                          STATION DESCRIPTION
 LW5519
 LW5519'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5519'TO REACH FROM THE INTERSECTION OF STATE RTE 3 AND RTE 165, GO WEST 8.3
 LW5519'KM (5.15 MI) ON RTE 165 TO THE BENCH MARK ON THE RIGHT.
 LW5519'THE MARK IS 107.0 M (351.0 FT) EAST SOUTHEAST OF THE CENTERLINE OF
 LW5519'ESCOHEAG HILL ROAD, 30.6 M (100.4 FT) NORTH OF THE CENTERLINE OF RTE
 LW5519'165, 26.73 M (87.7 FT) NORTHEAST OF THE ORIGINAL MARK 746, 5.9 M
 LW5519'(19.4 FT) NORTH OF A STONE WALL, AND 16.15 M (53.0 FT) NORTH NORTHEAST
 LW5519'OF A FIBERGLASS WITNESS POST.
 LW5519'THE MARK IS SET INTO A BOUDLER .6 M (2.0 FT) BY .9 M (3.0 FT) AND
 LW5519'POJECTS ABOUT .45 M (1.5 FT) ABOVE THE GROUND.
 LW5519
 LW5519                          STATION RECOVERY (1989)
 LW5519
 LW5519'RECOVERED 1989
 LW5519'RECOVERED IN GOOD CONDITION.
 LW5519
 LW5519                          STATION RECOVERY (2002)
 LW5519
 LW5519'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW5519'RECOVERED IN GOOD CONDITION.
 LW5519
 LW5519                          STATION RECOVERY (2003)
 LW5519
 LW5519'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LW5519'DISK HAS DENTS AND GOUGES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0499 ***********************************************************************
 LW0499  DESIGNATION -  756
 LW0499  PID         -  LW0499
 LW0499  STATE/COUNTY-  RI/NEWPORT
 LW0499  USGS QUAD   -  TIVERTON (1975)
 LW0499
 LW0499                         *CURRENT SURVEY CONTROL
 LW0499  ___________________________________________________________________
 LW0499* NAD 83(1986)-  41 36 56.     (N)    071 11 53.     (W)     SCALED    
 LW0499* NAVD 88     -         9.306  (meters)      30.53   (feet)  ADJUSTED  
 LW0499  ___________________________________________________________________
 LW0499  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW0499  DYNAMIC HT  -           9.303 (meters)      30.52  (feet)  COMP
 LW0499  MODELED GRAV-     980,295.0   (mgal)                       NAVD 88
 LW0499
 LW0499  VERT ORDER  -  SECOND    CLASS 0
 LW0499
 LW0499.The horizontal coordinates were scaled from a topographic map and have
 LW0499.an estimated accuracy of +/- 6 seconds.
 LW0499
 LW0499.The orthometric height was determined by differential leveling
 LW0499.and adjusted by the National Geodetic Survey in June 1991..
 LW0499
 LW0499.The geoid height was determined by GEOID03.
 LW0499
 LW0499.The dynamic height is computed by dividing the NAVD 88
 LW0499.geopotential number by the normal gravity value computed on the
 LW0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0499.degrees latitude (g = 980.6199 gals.).
 LW0499
 LW0499.The modeled gravity was interpolated from observed gravity values.
 LW0499
 LW0499;                    North         East    Units  Estimated Accuracy
 LW0499;SPC RI       -    59,150.      125,170.      MT  (+/- 180 meters Scaled)
 LW0499
 LW0499                          SUPERSEDED SURVEY CONTROL
 LW0499
 LW0499  NGVD 29 (??/??/92)    9.558  (m)           31.36   (f) ADJ UNCH    2 0
 LW0499
 LW0499.Superseded values are not recommended for survey control.
 LW0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0499.See file dsdata.txt to determine how the superseded data were derived.
 LW0499
 LW0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG168094(NAD 83)
 LW0499_MARKER: DD = SURVEY DISK
 LW0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0499_STAMPING: 756
 LW0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0499+STABILITY: SURFACE MOTION
 LW0499
 LW0499  HISTORY     - Date     Condition        Report By
 LW0499  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0499  HISTORY     - 1969     GOOD             NGS
 LW0499  HISTORY     - 1989     POOR             USPSQD
 LW0499
 LW0499                          STATION DESCRIPTION
 LW0499
 LW0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0499'1.4 MI S FROM TIVERTON.
 LW0499'ABOUT 1.35 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE POST
 LW0499'OFFICE AT TIVERTON, AT THE JUNCTION OF STATE HIGHWAY 177
 LW0499'LEADING NORTHEAST, (BULGARMARSH ROAD), 109 FEET NORTHEAST OF
 LW0499'THE CENTER OF THE JUNCTION, 107 FEET EAST OF THE CENTER LINE
 LW0499'OF STATE HIGHWAY 77, 38 FEET NORTH OF THE CENTER LINE OF STATE
 LW0499'HIGHWAY 177, 17 FEET WEST OF THE CENTER OF A 36-INCH ELM TREE,
 LW0499'ABOUT LEVEL WITH THE STATE HIGHWAY 177 AND SET IN THE TOP OF A
 LW0499'CONCRETE POST FLUSH WITH THE GROUND.
 LW0499
 LW0499                          STATION RECOVERY (1989)
 LW0499
 LW0499'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0499'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5636 ***********************************************************************
 LW5636  DESIGNATION -  763
 LW5636  PID         -  LW5636
 LW5636  STATE/COUNTY-  RI/WASHINGTON
 LW5636  USGS QUAD   -  KINGSTON (1975)
 LW5636
 LW5636                         *CURRENT SURVEY CONTROL
 LW5636  ___________________________________________________________________
 LW5636* NAD 83(1986)-  41 23 34.     (N)    071 34 58.     (W)     SCALED    
 LW5636* NAVD 88     -        26.447  (meters)      86.77   (feet)  ADJUSTED  
 LW5636  ___________________________________________________________________
 LW5636  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LW5636  DYNAMIC HT  -          26.438 (meters)      86.74  (feet)  COMP
 LW5636  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 LW5636
 LW5636  VERT ORDER  -  SECOND    CLASS II
 LW5636
 LW5636.The horizontal coordinates were scaled from a topographic map and have
 LW5636.an estimated accuracy of +/- 6 seconds.
 LW5636
 LW5636.The orthometric height was determined by differential leveling
 LW5636.and adjusted by the National Geodetic Survey in April 1995..
 LW5636
 LW5636.The geoid height was determined by GEOID03.
 LW5636
 LW5636.The dynamic height is computed by dividing the NAVD 88
 LW5636.geopotential number by the normal gravity value computed on the
 LW5636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5636.degrees latitude (g = 980.6199 gals.).
 LW5636
 LW5636.The modeled gravity was interpolated from observed gravity values.
 LW5636
 LW5636;                    North         East    Units  Estimated Accuracy
 LW5636;SPC RI       -    34,370.       93,080.      MT  (+/- 180 meters Scaled)
 LW5636
 LW5636                          SUPERSEDED SURVEY CONTROL
 LW5636
 LW5636.No superseded survey control is available for this station.
 LW5636
 LW5636_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF840855(NAD 83)
 LW5636_MARKER: DD = SURVEY DISK
 LW5636_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LW5636_SP_SET: CONCRETE BASE SUPPORTING SIGN
 LW5636_STAMPING: 763
 LW5636_MARK LOGO: RIBPR 
 LW5636_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5636+STABILITY: SURFACE MOTION
 LW5636
 LW5636  HISTORY     - Date     Condition        Report By
 LW5636  HISTORY     - 1940     MONUMENTED       RIBPR
 LW5636  HISTORY     - 19860606 GOOD             RIGS
 LW5636
 LW5636                          STATION DESCRIPTION
 LW5636
 LW5636'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5636'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) WEST FROM THE JUNCTI0N
 LW5636'OF OF STATE ROUTE 110 AND U.S. HIGHWAY 1.  TO REACH FROM THE
 LW5636'JUNCTION OF STATE ROUTE 110 AND U.S. HIGHWAY 1, GO WEST FOR 1.8 KM
 LW5636'(1.10 MI) ON U.S. HIGHWAY 1, SOUTHBOUND, TO A SIGN -MOONSTONE BEACH-
 LW5636'(AT A TURN AROUND TO U.S. HIGHWAY 1 NORTHBOUND) AND THE MARK SET IN
 LW5636'THE SIGN BASE.  THE MARK IS 10.58 M (34.7 FT) NORTH NORTHEAST OF THE
 LW5636'CENTERLINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 1, 8.6 M (28.2 FT)
 LW5636'SOUTH SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF U.S.
 LW5636'HIGHWAY 1, 2.5 M (8.2 FT) SOUTHWEST OF A SQUARE CATCH BASIN, 0.35 M
 LW5636'(1.1 FT) WEST OF THE EAST END OF THE CONCRETE SIGN BASE AND ABOUT
 LW5636'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5628 ***********************************************************************
 LW5628  DESIGNATION -  764
 LW5628  PID         -  LW5628
 LW5628  STATE/COUNTY-  RI/WASHINGTON
 LW5628  USGS QUAD   -  KINGSTON (1975)
 LW5628
 LW5628                         *CURRENT SURVEY CONTROL
 LW5628  ___________________________________________________________________
 LW5628* NAD 83(1986)-  41 23 37.     (N)    071 36 50.     (W)     SCALED    
 LW5628* NAVD 88     -        20.723  (meters)      67.99   (feet)  ADJUSTED  
 LW5628  ___________________________________________________________________
 LW5628  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW5628  DYNAMIC HT  -          20.715 (meters)      67.96  (feet)  COMP
 LW5628  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 LW5628
 LW5628  VERT ORDER  -  SECOND    CLASS II
 LW5628
 LW5628.The horizontal coordinates were scaled from a topographic map and have
 LW5628.an estimated accuracy of +/- 6 seconds.
 LW5628
 LW5628.The orthometric height was determined by differential leveling
 LW5628.and adjusted by the National Geodetic Survey in April 1995..
 LW5628
 LW5628.The geoid height was determined by GEOID03.
 LW5628
 LW5628.The dynamic height is computed by dividing the NAVD 88
 LW5628.geopotential number by the normal gravity value computed on the
 LW5628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5628.degrees latitude (g = 980.6199 gals.).
 LW5628
 LW5628.The modeled gravity was interpolated from observed gravity values.
 LW5628
 LW5628;                    North         East    Units  Estimated Accuracy
 LW5628;SPC RI       -    34,470.       90,480.      MT  (+/- 180 meters Scaled)
 LW5628
 LW5628                          SUPERSEDED SURVEY CONTROL
 LW5628
 LW5628.No superseded survey control is available for this station.
 LW5628
 LW5628_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF814857(NAD 83)
 LW5628_MARKER: DD = SURVEY DISK
 LW5628_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LW5628_SP_SET: CONCRETE BASE SUPPORTING SIGN
 LW5628_STAMPING: 764
 LW5628_MARK LOGO: RIBPR 
 LW5628_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5628+STABILITY: SURFACE MOTION
 LW5628
 LW5628  HISTORY     - Date     Condition        Report By
 LW5628  HISTORY     - 1940     MONUMENTED       RIBPR
 LW5628  HISTORY     - 19860606 GOOD             RIGS
 LW5628
 LW5628                          STATION DESCRIPTION
 LW5628
 LW5628'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5628'THE STATION IS LOCATED ABOUT 4.6 KM (2.85 MI) WEST FROM THE JUNCTION
 LW5628'OF STATE ROUTE 110 AND U.S. HIGHWAY 1.  TO REACH FROM THE JUNCTION
 LW5628'OF STATE ROUTE 110 AND U.S. HIGHWAY 1, GO WEST FOR 4.6 KM (2.85 MI)
 LW5628'ON U.S. HIGHWAY 1, SOUTHBOUND, TO A SIGN -ENTER SOUTH KINGSTOWN- AND
 LW5628'THE MARK SET IN THE SIGN BASE.  THE MARK IS 13.9 M (45.6 FT) EAST OF
 LW5628'A ROUND CATCH BASIN WHICH IS IN THE MEDIAN, 13.4 M (44.0 FT) SOUTH
 LW5628'SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY
 LW5628'1, 7.25 M (23.8 FT) NORTH NORTHEAST OF THE CENTERLINE OF THE
 LW5628'NORTHBOUND LANE OF U.S. HIGHWAY 1, 0.3 M (1.0 FT) EAST SOUTHEAST
 LW5628'FROM THE WEST END OF THE CONCRETE SIGN BASE AND ABOUT LEVEL WITH THE
 LW5628'NORTHBOUND HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0699 ***********************************************************************
 MY0699  DESIGNATION -  8
 MY0699  PID         -  MY0699
 MY0699  STATE/COUNTY-  RI/PROVIDENCE
 MY0699  USGS QUAD   -  FRANKLIN (1979)
 MY0699
 MY0699                         *CURRENT SURVEY CONTROL
 MY0699  ___________________________________________________________________
 MY0699* NAD 83(1986)-  42 00 23.     (N)    071 25 05.     (W)     SCALED    
 MY0699* NAVD 88     -        70.613  (meters)     231.67   (feet)  ADJUSTED  
 MY0699  ___________________________________________________________________
 MY0699  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 MY0699  DYNAMIC HT  -          70.591 (meters)     231.60  (feet)  COMP
 MY0699  MODELED GRAV-     980,319.6   (mgal)                       NAVD 88
 MY0699
 MY0699  VERT ORDER  -  SECOND    CLASS 0
 MY0699
 MY0699.The horizontal coordinates were scaled from a topographic map and have
 MY0699.an estimated accuracy of +/- 6 seconds.
 MY0699
 MY0699.The orthometric height was determined by differential leveling
 MY0699.and adjusted by the National Geodetic Survey in June 1991..
 MY0699
 MY0699.The geoid height was determined by GEOID03.
 MY0699
 MY0699.The dynamic height is computed by dividing the NAVD 88
 MY0699.geopotential number by the normal gravity value computed on the
 MY0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0699.degrees latitude (g = 980.6199 gals.).
 MY0699
 MY0699.The modeled gravity was interpolated from observed gravity values.
 MY0699
 MY0699;                    North         East    Units  Estimated Accuracy
 MY0699;SPC RI       -   102,520.      106,790.      MT  (+/- 180 meters Scaled)
 MY0699
 MY0699                          SUPERSEDED SURVEY CONTROL
 MY0699
 MY0699  NGVD 29 (??/??/92)   70.849  (m)          232.44   (f) ADJ UNCH    2 0
 MY0699
 MY0699.Superseded values are not recommended for survey control.
 MY0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0699.See file dsdata.txt to determine how the superseded data were derived.
 MY0699
 MY0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG997533(NAD 83)
 MY0699_MARKER: DD = SURVEY DISK
 MY0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MY0699_STAMPING: 8
 MY0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY0699+STABILITY: SURFACE MOTION
 MY0699
 MY0699  HISTORY     - Date     Condition        Report By
 MY0699  HISTORY     - UNK      MONUMENTED       RIBPR
 MY0699  HISTORY     - 1969     GOOD             NGS
 MY0699
 MY0699                          STATION DESCRIPTION
 MY0699
 MY0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MY0699'4.3 MI E FROM WOONSOCKET.
 MY0699'ABOUT 4.3 MILES EAST ALONG STATE HIGHWAY 114 FROM THE JUNCTION
 MY0699'OF STATE HIGHWAY 126 AT WOONSOCKET, AT THE JUNCTION OF STATE
 MY0699'HIGHWAY 121, 114 FEET NORTH OF THE CENTER OF THE JUNCTION OF
 MY0699'STATE HIGHWAY 121 AND THE SOUTHBOUND LANE OF STATE HIGHWAY 114,
 MY0699'22 FEET WEST OF THE CENTER LINE OF A BLACK TOPPED ROAD (OLD STATE
 MY0699'HIGHWAY 114) 45.3 FEET SOUTH OF A FIRE HYDRANT, 25 FEET SOUTHWEST
 MY0699'OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL FOR A 6 FOOT
 MY0699'BOX CULVERT UNDER THE OLD HIGHWAY, ABOUT LEVEL WITH THE OLD
 MY0699'HIGHWAY, 4 FEET BELOW THE LEVEL OF THE NEW HIGHWAY AND SET IN THE
 MY0699'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 MY0699'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0620 ***********************************************************************
 LW0620  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0620  DESIGNATION -  845 0768 TIDAL 1
 LW0620  PID         -  LW0620
 LW0620  STATE/COUNTY-  RI/NEWPORT
 LW0620  USGS QUAD   -  SAKONNET POINT (1970)
 LW0620
 LW0620                         *CURRENT SURVEY CONTROL
 LW0620  ___________________________________________________________________
 LW0620* NAD 83(1986)-  41 27 47.     (N)    071 11 43.     (W)     SCALED    
 LW0620* NAVD 88     -         1.826  (meters)       5.99   (feet)  ADJUSTED  
 LW0620  ___________________________________________________________________
 LW0620  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW0620  DYNAMIC HT  -           1.826 (meters)       5.99  (feet)  COMP
 LW0620  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LW0620
 LW0620  VERT ORDER  -  SECOND    CLASS 0
 LW0620
 LW0620.The horizontal coordinates were scaled from a topographic map and have
 LW0620.an estimated accuracy of +/- 6 seconds.
 LW0620
 LW0620.The orthometric height was determined by differential leveling
 LW0620.and adjusted by the National Geodetic Survey in June 1991..
 LW0620
 LW0620.This Tidal Bench Mark is designated as VM 2118
 LW0620.by the Center for Operational Oceanographic Products and Services.
 LW0620
 LW0620.The geoid height was determined by GEOID03.
 LW0620
 LW0620.The dynamic height is computed by dividing the NAVD 88
 LW0620.geopotential number by the normal gravity value computed on the
 LW0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0620.degrees latitude (g = 980.6199 gals.).
 LW0620
 LW0620.The modeled gravity was interpolated from observed gravity values.
 LW0620
 LW0620;                    North         East    Units  Estimated Accuracy
 LW0620;SPC RI       -    42,220.      125,460.      MT  (+/- 180 meters Scaled)
 LW0620
 LW0620                          SUPERSEDED SURVEY CONTROL
 LW0620
 LW0620  NGVD 29 (??/??/92)    2.052  (m)            6.73   (f) ADJ UNCH    2 0
 LW0620
 LW0620.Superseded values are not recommended for survey control.
 LW0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0620.See file dsdata.txt to determine how the superseded data were derived.
 LW0620
 LW0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF166924(NAD 83)
 LW0620_MARKER: DJ = TIDAL STATION DISK
 LW0620_SETTING: 66 = SET IN ROCK OUTCROP
 LW0620_SP_SET: BEDROCK
 LW0620_STAMPING: NO 1 1951
 LW0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0620+STABILITY: POSITION/ELEVATION WELL
 LW0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0620+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2005
 LW0620
 LW0620  HISTORY     - Date     Condition        Report By
 LW0620  HISTORY     - 1957     MONUMENTED       CGS
 LW0620  HISTORY     - 1969     GOOD             NGS
 LW0620  HISTORY     - 20051028 GOOD             USPSQD
 LW0620
 LW0620                          STATION DESCRIPTION
 LW0620
 LW0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0620'AT SAKONNET POINT.
 LW0620'AT SAKONNET POINT, ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY
 LW0620'77 FROM A POINT WHERE THE HIGHWAY ENDS AT SAKONNET POINT, AT THE
 LW0620'OUTSIDE OF A CURVE IN THE HIGHWAY, 80 1/2 FEET WEST OF THE CENTER
 LW0620'LINE OF THE HIGHWAY, 115 FEET NORTH OF THE NORTH SIDE OF THE
 LW0620'SAKONNET YATCH CLUB BUILDING, 104 FEET WEST OF AND ACROSS THE
 LW0620'HIGHWAY FROM POWER LINE POLE 430, 49 FEET NORTHWEST OF THE NORTH
 LW0620'END OF A LONG SEA WALL, SET ON THE SOUTHWEST SLOPE OF A LARGE
 LW0620'MASS OF BEDROCK WHICH EXTENDS OUT INTO THE SAKONNET POINT, ABOUT
 LW0620'20 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK, ABOUT 10 FEET
 LW0620'FROM HIGH WATER LINE AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 LW0620'HIGHWAY.
 LW0620
 LW0620                          STATION RECOVERY (2005)
 LW0620
 LW0620'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAP)
 LW0620'THE STATED COORDINATES ARE INCORRECT. THE CORRECT COORDINATES AS
 LW0620'SCALED FROM CHART 13221 ARE 41 27 55.0 (N) AND 071 11 33.0 (W) THE
 LW0620'REST OF THE DESCRIPTION IS CORRECT.
 LW0620' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0622 ***********************************************************************
 LW0622  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0622  DESIGNATION -  845 0768 TIDAL 2
 LW0622  PID         -  LW0622
 LW0622  STATE/COUNTY-  RI/NEWPORT
 LW0622  USGS QUAD   -  SAKONNET POINT (1970)
 LW0622
 LW0622                         *CURRENT SURVEY CONTROL
 LW0622  ___________________________________________________________________
 LW0622* NAD 83(1986)-  41 27 47.     (N)    071 11 43.     (W)     SCALED    
 LW0622* NAVD 88     -         2.039  (meters)       6.69   (feet)  ADJUSTED  
 LW0622  ___________________________________________________________________
 LW0622  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW0622  DYNAMIC HT  -           2.039 (meters)       6.69  (feet)  COMP
 LW0622  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LW0622
 LW0622  VERT ORDER  -  SECOND    CLASS 0
 LW0622
 LW0622.The horizontal coordinates were scaled from a topographic map and have
 LW0622.an estimated accuracy of +/- 6 seconds.
 LW0622
 LW0622.The orthometric height was determined by differential leveling
 LW0622.and adjusted by the National Geodetic Survey in June 1991..
 LW0622.WARNING-Repeat measurements at this control monument indicate possible
 LW0622.vertical movement.
 LW0622
 LW0622.This Tidal Bench Mark is designated as VM 2119
 LW0622.by the Center for Operational Oceanographic Products and Services.
 LW0622
 LW0622.The geoid height was determined by GEOID03.
 LW0622
 LW0622.The dynamic height is computed by dividing the NAVD 88
 LW0622.geopotential number by the normal gravity value computed on the
 LW0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0622.degrees latitude (g = 980.6199 gals.).
 LW0622
 LW0622.The modeled gravity was interpolated from observed gravity values.
 LW0622
 LW0622;                    North         East    Units  Estimated Accuracy
 LW0622;SPC RI       -    42,220.      125,460.      MT  (+/- 180 meters Scaled)
 LW0622
 LW0622                          SUPERSEDED SURVEY CONTROL
 LW0622
 LW0622  NGVD 29 (??/??/92)    2.264  (m)            7.43   (f) ADJ UNCH    2 0
 LW0622
 LW0622.Superseded values are not recommended for survey control.
 LW0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0622.See file dsdata.txt to determine how the superseded data were derived.
 LW0622
 LW0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF166924(NAD 83)
 LW0622_MARKER: DJ = TIDAL STATION DISK
 LW0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0622_SP_SET: SEAWALL
 LW0622_STAMPING: NO 2 1957
 LW0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0622+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2005
 LW0622
 LW0622  HISTORY     - Date     Condition        Report By
 LW0622  HISTORY     - 1957     MONUMENTED       CGS
 LW0622  HISTORY     - 1969     GOOD             NGS
 LW0622  HISTORY     - 20051028 GOOD             USPSQD
 LW0622
 LW0622                          STATION DESCRIPTION
 LW0622
 LW0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0622'AT SAKONNET POINT.
 LW0622'AT SAKONNET POINT, ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY
 LW0622'77 FROM WHERE THE HIGHWAY ENDS AT SAKONNET POINT, IN THE TOP OF
 LW0622'THE CENTER OF AN 18 INCH WIDE SEA WALL, ABOUT 100 YARDS SOUTH
 LW0622'OF THE SOUTH SIDE OF THE SAKONNET YATCH CLUB BUILDING, 23 FEET
 LW0622'WEST OF THE CENTER LINE OF THE HIGHWAY, 53 1/2 FEET SOUTHWEST OF
 LW0622'AND ACROSS THE HIGHWAY FROM POWER LINE POLE 433, 20.5 FEET NORTH
 LW0622'OF THE SOUTH END OF THE WALL AND 2 FEET ABOVE THE LEVEL OF THE
 LW0622'GROUND AND HIGHWAY.
 LW0622
 LW0622                          STATION RECOVERY (2005)
 LW0622
 LW0622'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAP)
 LW0622'COORDINATES BY GSP ARE 41 27 51.5 (N) AND 071 11 31.1 (W) THE REST OF
 LW0622'THE DESCRIPTION IS CORRECT.
 LW0622' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0624 ***********************************************************************
 LW0624  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0624  DESIGNATION -  845 0768 TIDAL 3
 LW0624  PID         -  LW0624
 LW0624  STATE/COUNTY-  RI/NEWPORT
 LW0624  USGS QUAD   -  SAKONNET POINT (1970)
 LW0624
 LW0624                         *CURRENT SURVEY CONTROL
 LW0624  ___________________________________________________________________
 LW0624* NAD 83(1986)-  41 27 50.     (N)    071 11 25.     (W)     SCALED    
 LW0624* NAVD 88     -         4.861  (meters)      15.95   (feet)  ADJUSTED  
 LW0624  ___________________________________________________________________
 LW0624  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW0624  DYNAMIC HT  -           4.859 (meters)      15.94  (feet)  COMP
 LW0624  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 LW0624
 LW0624  VERT ORDER  -  SECOND    CLASS 0
 LW0624
 LW0624.The horizontal coordinates were scaled from a topographic map and have
 LW0624.an estimated accuracy of +/- 6 seconds.
 LW0624
 LW0624.The orthometric height was determined by differential leveling
 LW0624.and adjusted by the National Geodetic Survey in June 1991..
 LW0624
 LW0624.This Tidal Bench Mark is designated as VM 2120
 LW0624.by the Center for Operational Oceanographic Products and Services.
 LW0624
 LW0624.The geoid height was determined by GEOID03.
 LW0624
 LW0624.The dynamic height is computed by dividing the NAVD 88
 LW0624.geopotential number by the normal gravity value computed on the
 LW0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0624.degrees latitude (g = 980.6199 gals.).
 LW0624
 LW0624.The modeled gravity was interpolated from observed gravity values.
 LW0624
 LW0624;                    North         East    Units  Estimated Accuracy
 LW0624;SPC RI       -    42,310.      125,880.      MT  (+/- 180 meters Scaled)
 LW0624
 LW0624                          SUPERSEDED SURVEY CONTROL
 LW0624
 LW0624  NGVD 29 (??/??/92)    5.086  (m)           16.69   (f) ADJ UNCH    2 0
 LW0624
 LW0624.Superseded values are not recommended for survey control.
 LW0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0624.See file dsdata.txt to determine how the superseded data were derived.
 LW0624
 LW0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF170925(NAD 83)
 LW0624_MARKER: DJ = TIDAL STATION DISK
 LW0624_SETTING: 66 = SET IN ROCK OUTCROP
 LW0624_SP_SET: BEDROCK
 LW0624_STAMPING: NO 3 1957
 LW0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0624+STABILITY: POSITION/ELEVATION WELL
 LW0624
 LW0624  HISTORY     - Date     Condition        Report By
 LW0624  HISTORY     - 1957     MONUMENTED       CGS
 LW0624  HISTORY     - 1969     GOOD             NGS
 LW0624  HISTORY     - 20051028 MARK NOT FOUND   USPSQD
 LW0624
 LW0624                          STATION DESCRIPTION
 LW0624
 LW0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0624'AT SAKONNET POINT.
 LW0624'AT SAKONNET POINT, 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 77 FROM
 LW0624'WHERE THE HIGHWAY ENDS AT SAKONNET POINT, THENCE 0.1 MILE EAST
 LW0624'CROSS COUNTRY, ABOUT 0.1 MILE EAST OF THE SAKONNET YATCH CLUB
 LW0624'BUILDING, SET ON THE TOP AND AT ABOUT THE HIGHEST PART OF A
 LW0624'LARGE MASS OF BEDROCK WHICH PROJECTS 10 FEET ABOVE THE LEVEL OF
 LW0624'THE GROUND, 60 1/2 FEET SOUTH OF POWER LINE POLE 1679, 57 FEET
 LW0624'NORTH OF THE NORTH SIDE OF A SMALL BUILDING AND ABOUT 15 FEET
 LW0624'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THE ROCK IS VISIBLE FROM
 LW0624'THE YATCH CLUB BUILDING.
 LW0624
 LW0624                          STATION RECOVERY (2005)
 LW0624
 LW0624'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAP)
 LW0624'A HOUSE HAS BEEN BUILT ON THIS SPOT.
 LW0624' 
 LW0624' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5520 ***********************************************************************
 LW5520  TIDAL BM    -  This is a Tidal Bench Mark.
 LW5520  DESIGNATION -  845 0954 D TIDAL
 LW5520  PID         -  LW5520
 LW5520  STATE/COUNTY-  RI/NEWPORT
 LW5520  USGS QUAD   -  TIVERTON (1975)
 LW5520
 LW5520                         *CURRENT SURVEY CONTROL
 LW5520  ___________________________________________________________________
 LW5520* NAD 83(1996)-  41 37 04.98474(N)    071 12 40.33639(W)     ADJUSTED  
 LW5520* NAVD 88     -         7.6    (meters)      25.     (feet)  VERTCON   
 LW5520  ___________________________________________________________________
 LW5520  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 LW5520  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW5520
 LW5520  HORZ ORDER  -  SECOND
 LW5520
 LW5520.The horizontal coordinates were established by classical geodetic methods
 LW5520.and adjusted by the National Geodetic Survey in August 1998..
 LW5520
 LW5520.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5520
 LW5520.This Tidal Bench Mark is designated as VM 2136
 LW5520.by the Center for Operational Oceanographic Products and Services.
 LW5520
 LW5520.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5520
 LW5520.The geoid height was determined by GEOID03.
 LW5520
 LW5520;                    North         East     Units Scale Factor Converg.
 LW5520;SPC RI       -    59,426.067   124,069.334   MT  1.00000088   +0 11 30.5
 LW5520;SPC RI       -   194,967.02    407,050.81   sFT  1.00000088   +0 11 30.5
 LW5520;SPC MA M     -   818,687.593   224,069.809   MT  1.00001589   +0 11 38.4
 LW5520;SPC MA M     - 2,685,977.54    735,135.70   sFT  1.00001589   +0 11 38.4
 LW5520;UTM  19      - 4,609,731.932   315,776.813   MT  1.00001766   -1 28 08.4
 LW5520
 LW5520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5520!SPC RI       -   1.00000346  x   1.00000088  =   1.00000434
 LW5520!SPC MA M     -   1.00000346  x   1.00001589  =   1.00001935
 LW5520!UTM  19      -   1.00000346  x   1.00001766  =   1.00002112
 LW5520
 LW5520                          SUPERSEDED SURVEY CONTROL
 LW5520
 LW5520  NAD 83(1996)-  41 37 04.98456(N)    071 12 40.33614(W) AD(       ) 2
 LW5520  NAD 83(1992)-  41 37 04.98313(N)    071 12 40.33557(W) AD(       ) 2
 LW5520  NAD 83(1992)-  41 37 04.98250(N)    071 12 40.33520(W) AD(       ) 2
 LW5520  NAD 83(1986)-  41 37 04.98295(N)    071 12 40.33371(W) AD(       ) 2
 LW5520  NGVD 29 (07/30/91)    7.8    (m)           26.     (f) VERT ANG       
 LW5520
 LW5520.Superseded values are not recommended for survey control.
 LW5520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5520.See file dsdata.txt to determine how the superseded data were derived.
 LW5520
 LW5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1577709732(NAD 83)
 LW5520_MARKER: DJ = TIDAL STATION DISK
 LW5520_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LW5520_SP_SET: SURROUNDED BY MASS OF CONCRETE
 LW5520_STAMPING: 0954 D 1977
 LW5520_MARK LOGO: NOS   
 LW5520_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5520+SATELLITE: SATELLITE OBSERVATIONS - 1977
 LW5520
 LW5520  HISTORY     - Date     Condition        Report By
 LW5520  HISTORY     - 1977     MONUMENTED       NOS
 LW5520
 LW5520                          STATION DESCRIPTION
 LW5520
 LW5520'DESCRIBED BY NATIONAL OCEAN SERVICE 1977
 LW5520'TO REACH THE TIDAL BENCH MARKS FROM THE JUNCTION OF STATE HIGHWAY 138
 LW5520'AND STATE HIGHWAY 24, NEAR TIVERTON, PROCEED SOUTH ON STATE HIGHWAY
 LW5520'138 TO STATE HIGHWAY 77 TO NANNAQUACKET ROAD, THEN SOUTH ON
 LW5520'NANNAQUACKET ROAD AND ACROSS A BRIDGE TO ST. JAMES CONVENT.
 LW5520'THE BENCH MARK IS SET FLUSH IN THE CONCRETE BASE OF A BAR-B-QUE
 LW5520'PLATFORM, 18.9 M (62.0 FT) WEST OF THE NORTHWEST CORNER OF CONVENT,
 LW5520'18.0 M (59.1 FT) NORTH OF NORTHWEST MOST CONCRETE CLOTHES LINE POLE,
 LW5520'15.8 M (51.8 FT) SOUTHEAST OF A FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0246 ***********************************************************************
 LW0246  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0246  DESIGNATION -  845 2072 TIDAL 1
 LW0246  PID         -  LW0246
 LW0246  STATE/COUNTY-  RI/NEWPORT
 LW0246  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0246
 LW0246                         *CURRENT SURVEY CONTROL
 LW0246  ___________________________________________________________________
 LW0246* NAD 83(1986)-  41 35 27.     (N)    071 16 59.     (W)     SCALED    
 LW0246* NAVD 88     -         1.673  (meters)       5.49   (feet)  ADJUSTED  
 LW0246  ___________________________________________________________________
 LW0246  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW0246  DYNAMIC HT  -           1.673 (meters)       5.49  (feet)  COMP
 LW0246  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 LW0246
 LW0246  VERT ORDER  -  SECOND    CLASS 0
 LW0246
 LW0246.The horizontal coordinates were scaled from a topographic map and have
 LW0246.an estimated accuracy of +/- 6 seconds.
 LW0246
 LW0246.The orthometric height was determined by differential leveling
 LW0246.and adjusted by the National Geodetic Survey in June 1991..
 LW0246
 LW0246.This Tidal Bench Mark is designated as VM 2164
 LW0246.by the Center for Operational Oceanographic Products and Services.
 LW0246
 LW0246.The geoid height was determined by GEOID03.
 LW0246
 LW0246.The dynamic height is computed by dividing the NAVD 88
 LW0246.geopotential number by the normal gravity value computed on the
 LW0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0246.degrees latitude (g = 980.6199 gals.).
 LW0246
 LW0246.The modeled gravity was interpolated from observed gravity values.
 LW0246
 LW0246;                    North         East    Units  Estimated Accuracy
 LW0246;SPC RI       -    56,390.      118,090.      MT  (+/- 180 meters Scaled)
 LW0246
 LW0246                          SUPERSEDED SURVEY CONTROL
 LW0246
 LW0246  NGVD 29 (??/??/92)    1.937  (m)            6.36   (f) ADJ UNCH    2 0
 LW0246
 LW0246.Superseded values are not recommended for survey control.
 LW0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0246.See file dsdata.txt to determine how the superseded data were derived.
 LW0246
 LW0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG097068(NAD 83)
 LW0246_MARKER: DJ = TIDAL STATION DISK
 LW0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0246_SP_SET: BULKHEAD
 LW0246_STAMPING: NO 1 1943
 LW0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0246
 LW0246  HISTORY     - Date     Condition        Report By
 LW0246  HISTORY     - 1943     MONUMENTED       CGS
 LW0246  HISTORY     - 20051026 MARK NOT FOUND   USPSQD
 LW0246
 LW0246                          STATION DESCRIPTION
 LW0246
 LW0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0246'AT MELVILLE.
 LW0246'AT MELVILLE, SET IN THE CONCRETE BULKHEAD ON THE NORTHWEST SIDE
 LW0246'OF THE NET SLAB AND AT THE WEST CORNER OF SLAB, APPROXIMATELY
 LW0246'DUE NORTHWEST OF THE SOUTHWEST END OF BUILDING NO. 43, 1.3 FEET
 LW0246'SOUTHEAST OF THE NORTHWEST EDGE OF BULKHEAD AND 1.1 FEET NORTHEAST
 LW0246'OF THE SOUTHWEST EDGE.  A TIDAL BENCH MARK DISK.
 LW0246
 LW0246                          STATION RECOVERY (2005)
 LW0246
 LW0246'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0246'THIS AREA IS NO LONGER USED BY THE NAVY AND HAS BEEN EXTENSIVELY
 LW0246'REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0247 ***********************************************************************
 LW0247  DESIGNATION -  845 2072 TIDAL 1 RESET
 LW0247  PID         -  LW0247
 LW0247  STATE/COUNTY-  RI/NEWPORT
 LW0247  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0247
 LW0247                         *CURRENT SURVEY CONTROL
 LW0247  ___________________________________________________________________
 LW0247* NAD 83(1986)-  41 35 26.     (N)    071 16 59.     (W)     SCALED    
 LW0247* NAVD 88     -         2.244  (meters)       7.36   (feet)  ADJUSTED  
 LW0247  ___________________________________________________________________
 LW0247  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW0247  DYNAMIC HT  -           2.244 (meters)       7.36  (feet)  COMP
 LW0247  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 LW0247
 LW0247  VERT ORDER  -  SECOND    CLASS 0
 LW0247
 LW0247.The horizontal coordinates were scaled from a topographic map and have
 LW0247.an estimated accuracy of +/- 6 seconds.
 LW0247
 LW0247.The orthometric height was determined by differential leveling
 LW0247.and adjusted by the National Geodetic Survey in June 1991..
 LW0247
 LW0247.The geoid height was determined by GEOID03.
 LW0247
 LW0247.The dynamic height is computed by dividing the NAVD 88
 LW0247.geopotential number by the normal gravity value computed on the
 LW0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0247.degrees latitude (g = 980.6199 gals.).
 LW0247
 LW0247.The modeled gravity was interpolated from observed gravity values.
 LW0247
 LW0247;                    North         East    Units  Estimated Accuracy
 LW0247;SPC RI       -    56,360.      118,090.      MT  (+/- 180 meters Scaled)
 LW0247
 LW0247                          SUPERSEDED SURVEY CONTROL
 LW0247
 LW0247  NGVD 29 (??/??/92)    2.509  (m)            8.23   (f) ADJ UNCH    2 0
 LW0247
 LW0247.Superseded values are not recommended for survey control.
 LW0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0247.See file dsdata.txt to determine how the superseded data were derived.
 LW0247
 LW0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG097068(NAD 83)
 LW0247_MARKER: DJ = TIDAL STATION DISK
 LW0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0247_SP_SET: CONCRETE BULKHEAD
 LW0247_STAMPING: NO 1 RESET 1965
 LW0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0247
 LW0247  HISTORY     - Date     Condition        Report By
 LW0247  HISTORY     - 1965     MONUMENTED       CGS
 LW0247  HISTORY     - 1969     GOOD             NGS
 LW0247  HISTORY     - 20051026 MARK NOT FOUND   USPSQD
 LW0247
 LW0247                          STATION DESCRIPTION
 LW0247
 LW0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0247'AT MELVILLE NAVAL BASE.
 LW0247'AT THE MELVILLE NAVAL BASE, NEWPORT, RHODE ISLAND, MELVILLE
 LW0247'AREA NO. 1, 0.1 MILE SOUTH ALONG THE BULKHEAD FROM THE CENTER
 LW0247'LINE OF BRADFORD AVENUE, SET IN THE TOP AND AT THE SOUTH END OF
 LW0247'THE CONCRETE BULKHEAD ON THE EAST SIDE OF THE DOCK FOR THE NAVY
 LW0247'FUEL SUPPLY, 261 FEET WEST OF THE WEST CORNER OF BUILDING NO. 41,
 LW0247'5.5 FEET NORTH OF THE CENTER OF A WOODEN LOADING DOCK, 6 FEET
 LW0247'SOUTHWEST OF AN IRON ANCHOR, 424 FEET SOUTH OF TIDAL NO. 2 RESET
 LW0247'1965, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE PARKING AREA.
 LW0247
 LW0247                          STATION RECOVERY (2005)
 LW0247
 LW0247'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0247'THIS AREA IS NO LONGER USED BY THE NAVY AND HAS BEEN EXTENSIVELY
 LW0247'REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0244 ***********************************************************************
 LW0244  DESIGNATION -  845 2072 TIDAL 2
 LW0244  PID         -  LW0244
 LW0244  STATE/COUNTY-  RI/NEWPORT
 LW0244  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0244
 LW0244                         *CURRENT SURVEY CONTROL
 LW0244  ___________________________________________________________________
 LW0244* NAD 83(1986)-  41 35 25.     (N)    071 17 00.     (W)     SCALED    
 LW0244* NAVD 88     -         1.639  (meters)       5.38   (feet)  ADJUSTED  
 LW0244  ___________________________________________________________________
 LW0244  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW0244  DYNAMIC HT  -           1.638 (meters)       5.37  (feet)  COMP
 LW0244  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 LW0244
 LW0244  VERT ORDER  -  SECOND    CLASS 0
 LW0244
 LW0244.The horizontal coordinates were scaled from a topographic map and have
 LW0244.an estimated accuracy of +/- 6 seconds.
 LW0244
 LW0244.The orthometric height was determined by differential leveling
 LW0244.and adjusted by the National Geodetic Survey in June 1991..
 LW0244
 LW0244.The geoid height was determined by GEOID03.
 LW0244
 LW0244.The dynamic height is computed by dividing the NAVD 88
 LW0244.geopotential number by the normal gravity value computed on the
 LW0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0244.degrees latitude (g = 980.6199 gals.).
 LW0244
 LW0244.The modeled gravity was interpolated from observed gravity values.
 LW0244
 LW0244;                    North         East    Units  Estimated Accuracy
 LW0244;SPC RI       -    56,320.      118,070.      MT  (+/- 180 meters Scaled)
 LW0244
 LW0244                          SUPERSEDED SURVEY CONTROL
 LW0244
 LW0244  NGVD 29 (??/??/92)    1.903  (m)            6.24   (f) ADJ UNCH    2 0
 LW0244
 LW0244.Superseded values are not recommended for survey control.
 LW0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0244.See file dsdata.txt to determine how the superseded data were derived.
 LW0244
 LW0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG096068(NAD 83)
 LW0244_MARKER: DJ = TIDAL STATION DISK
 LW0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0244_SP_SET: CONCRETE BULKHEAD
 LW0244_STAMPING: NO 2 1943
 LW0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0244
 LW0244  HISTORY     - Date     Condition        Report By
 LW0244  HISTORY     - 1943     MONUMENTED       CGS
 LW0244  HISTORY     - 20051026 MARK NOT FOUND   USPSQD
 LW0244
 LW0244                          STATION DESCRIPTION
 LW0244
 LW0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0244'AT MELVILLE.
 LW0244'AT MELVILLE, SET IN THE CONCRETE BULKHEAD LOCATED AT THE NORTHWEST
 LW0244'EDGE OF THE NET SLAB, APPROXIMATELY DUE NORTHWEST OF THE NORTHEAST
 LW0244'END OF BUILDING NO. 43, 0.9 FOOT SOUTHEAST OF THE NORTHWEST EDGE
 LW0244'OF THE BULKHEAD.  A TIDAL BENCH MARK DISK.
 LW0244
 LW0244                          STATION RECOVERY (2005)
 LW0244
 LW0244'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0244'THE AREA IS NO LONGER USED BY THE NAVY AND HAS BEEN EXTENSIVELY
 LW0244'REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0245 ***********************************************************************
 LW0245  DESIGNATION -  845 2072 TIDAL 2 RESET
 LW0245  PID         -  LW0245
 LW0245  STATE/COUNTY-  RI/NEWPORT
 LW0245  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0245
 LW0245                         *CURRENT SURVEY CONTROL
 LW0245  ___________________________________________________________________
 LW0245* NAD 83(1986)-  41 35 25.     (N)    071 17 00.     (W)     SCALED    
 LW0245* NAVD 88     -         2.230  (meters)       7.32   (feet)  ADJUSTED  
 LW0245  ___________________________________________________________________
 LW0245  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW0245  DYNAMIC HT  -           2.229 (meters)       7.31  (feet)  COMP
 LW0245  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 LW0245
 LW0245  VERT ORDER  -  SECOND    CLASS 0
 LW0245
 LW0245.The horizontal coordinates were scaled from a topographic map and have
 LW0245.an estimated accuracy of +/- 6 seconds.
 LW0245
 LW0245.The orthometric height was determined by differential leveling
 LW0245.and adjusted by the National Geodetic Survey in June 1991..
 LW0245
 LW0245.The geoid height was determined by GEOID03.
 LW0245
 LW0245.The dynamic height is computed by dividing the NAVD 88
 LW0245.geopotential number by the normal gravity value computed on the
 LW0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0245.degrees latitude (g = 980.6199 gals.).
 LW0245
 LW0245.The modeled gravity was interpolated from observed gravity values.
 LW0245
 LW0245;                    North         East    Units  Estimated Accuracy
 LW0245;SPC RI       -    56,320.      118,070.      MT  (+/- 180 meters Scaled)
 LW0245
 LW0245                          SUPERSEDED SURVEY CONTROL
 LW0245
 LW0245  NGVD 29 (??/??/92)    2.494  (m)            8.18   (f) ADJ UNCH    2 0
 LW0245
 LW0245.Superseded values are not recommended for survey control.
 LW0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0245.See file dsdata.txt to determine how the superseded data were derived.
 LW0245
 LW0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG096068(NAD 83)
 LW0245_MARKER: DJ = TIDAL STATION DISK
 LW0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0245_SP_SET: CONCRETE BULKHEAD
 LW0245_STAMPING: NO 2 RESET 1965
 LW0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0245
 LW0245  HISTORY     - Date     Condition        Report By
 LW0245  HISTORY     - 1965     MONUMENTED       CGS
 LW0245  HISTORY     - 1969     GOOD             NGS
 LW0245  HISTORY     - 20051026 MARK NOT FOUND   USPSQD
 LW0245
 LW0245                          STATION DESCRIPTION
 LW0245
 LW0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0245'AT MELVILLE NAVAL BASE.
 LW0245'AT THE MELVILLE NAVAL BASE, NEWPORT, RHODE ISLAND, MELVILLE
 LW0245'AREA NO. 1, SET ON THE TOP OF THE CONCRETE BULKHEAD ON THE EAST
 LW0245'SIDE OF THE DOCK, 345 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 LW0245'BUILDING NO. 41, 427 FEET SOUTH OF THE NORTH END OF THE BULKHEAD,
 LW0245'7.0 FEET NORTH OF THE NORTH SIDE OF A CONCRETE BASE FOR AN
 LW0245'ANCHOR, 385 FEET SOUTH OF TIDAL NO. 3 RESET 1965, 424 FEET NORTH
 LW0245'OF TIDAL NO. 1 RESET 1965 AND 1 FOOT ABOVE THE LEVEL OF THE
 LW0245'PARKING AREA.
 LW0245
 LW0245                          STATION RECOVERY (2005)
 LW0245
 LW0245'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0245'THIS AREA IS NO LONGER USED BY THE NAVY AND HAS BEEN EXTENSIVELY
 LW0245'REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0242 ***********************************************************************
 LW0242  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0242  DESIGNATION -  845 2072 TIDAL 3
 LW0242  PID         -  LW0242
 LW0242  STATE/COUNTY-  RI/NEWPORT
 LW0242  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0242
 LW0242                         *CURRENT SURVEY CONTROL
 LW0242  ___________________________________________________________________
 LW0242* NAD 83(1986)-  41 35 23.     (N)    071 17 01.     (W)     SCALED    
 LW0242* NAVD 88     -         1.647  (meters)       5.40   (feet)  ADJUSTED  
 LW0242  ___________________________________________________________________
 LW0242  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW0242  DYNAMIC HT  -           1.646 (meters)       5.40  (feet)  COMP
 LW0242  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 LW0242
 LW0242  VERT ORDER  -  SECOND    CLASS 0
 LW0242
 LW0242.The horizontal coordinates were scaled from a topographic map and have
 LW0242.an estimated accuracy of +/- 6 seconds.
 LW0242
 LW0242.The orthometric height was determined by differential leveling
 LW0242.and adjusted by the National Geodetic Survey in June 1991..
 LW0242
 LW0242.This Tidal Bench Mark is designated as VM 2165
 LW0242.by the Center for Operational Oceanographic Products and Services.
 LW0242
 LW0242.The geoid height was determined by GEOID03.
 LW0242
 LW0242.The dynamic height is computed by dividing the NAVD 88
 LW0242.geopotential number by the normal gravity value computed on the
 LW0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0242.degrees latitude (g = 980.6199 gals.).
 LW0242
 LW0242.The modeled gravity was interpolated from observed gravity values.
 LW0242
 LW0242;                    North         East    Units  Estimated Accuracy
 LW0242;SPC RI       -    56,260.      118,040.      MT  (+/- 180 meters Scaled)
 LW0242
 LW0242                          SUPERSEDED SURVEY CONTROL
 LW0242
 LW0242  NGVD 29 (??/??/92)    1.911  (m)            6.27   (f) ADJ UNCH    2 0
 LW0242
 LW0242.Superseded values are not recommended for survey control.
 LW0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0242.See file dsdata.txt to determine how the superseded data were derived.
 LW0242
 LW0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG096067(NAD 83)
 LW0242_MARKER: DJ = TIDAL STATION DISK
 LW0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0242_SP_SET: CONCRETE BULKHEAD
 LW0242_STAMPING: NO 3 1943
 LW0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0242
 LW0242  HISTORY     - Date     Condition        Report By
 LW0242  HISTORY     - 1943     MONUMENTED       CGS
 LW0242  HISTORY     - 20051026 MARK NOT FOUND   USPSQD
 LW0242
 LW0242                          STATION DESCRIPTION
 LW0242
 LW0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0242'AT MELVILLE.
 LW0242'AT MELVILLE, SET IN THE CONCRETE BULKHEAD LOCATED AT THE
 LW0242'NORTHWEST EDGE OF THE NET SLAB, ABOUT 300 FEET NORTH OF THE NORTH
 LW0242'CORNER OF BUILDING NO. 43, 1.1 FEET SOUTHEAST OF THE NORTHWEST
 LW0242'EDGE OF THE BULKHEAD.  A TIDAL BENCH MARK DISK.
 LW0242
 LW0242                          STATION RECOVERY (2005)
 LW0242
 LW0242'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0242'THE AREA IS NO LONGER USED BY THE NAVY AND HAS BEEN EXTENSIVELY
 LW0242'REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0243 ***********************************************************************
 LW0243  DESIGNATION -  845 2072 TIDAL 3 RESET
 LW0243  PID         -  LW0243
 LW0243  STATE/COUNTY-  RI/NEWPORT
 LW0243  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0243
 LW0243                         *CURRENT SURVEY CONTROL
 LW0243  ___________________________________________________________________
 LW0243* NAD 83(1986)-  41 35 23.     (N)    071 17 01.     (W)     SCALED    
 LW0243* NAVD 88     -         2.246  (meters)       7.37   (feet)  ADJUSTED  
 LW0243  ___________________________________________________________________
 LW0243  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW0243  DYNAMIC HT  -           2.245 (meters)       7.37  (feet)  COMP
 LW0243  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 LW0243
 LW0243  VERT ORDER  -  SECOND    CLASS 0
 LW0243
 LW0243.The horizontal coordinates were scaled from a topographic map and have
 LW0243.an estimated accuracy of +/- 6 seconds.
 LW0243
 LW0243.The orthometric height was determined by differential leveling
 LW0243.and adjusted by the National Geodetic Survey in June 1991..
 LW0243
 LW0243.The geoid height was determined by GEOID03.
 LW0243
 LW0243.The dynamic height is computed by dividing the NAVD 88
 LW0243.geopotential number by the normal gravity value computed on the
 LW0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0243.degrees latitude (g = 980.6199 gals.).
 LW0243
 LW0243.The modeled gravity was interpolated from observed gravity values.
 LW0243
 LW0243;                    North         East    Units  Estimated Accuracy
 LW0243;SPC RI       -    56,260.      118,040.      MT  (+/- 180 meters Scaled)
 LW0243
 LW0243                          SUPERSEDED SURVEY CONTROL
 LW0243
 LW0243  NGVD 29 (??/??/92)    2.511  (m)            8.24   (f) ADJ UNCH    2 0
 LW0243
 LW0243.Superseded values are not recommended for survey control.
 LW0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0243.See file dsdata.txt to determine how the superseded data were derived.
 LW0243
 LW0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG096067(NAD 83)
 LW0243_MARKER: DJ = TIDAL STATION DISK
 LW0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0243_SP_SET: CONCRETE BULKHEAD
 LW0243_STAMPING: NO 3 RESET 1965
 LW0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0243
 LW0243  HISTORY     - Date     Condition        Report By
 LW0243  HISTORY     - 1965     MONUMENTED       CGS
 LW0243  HISTORY     - 1969     GOOD             NGS
 LW0243  HISTORY     - 20051026 MARK NOT FOUND   USPSQD
 LW0243
 LW0243                          STATION DESCRIPTION
 LW0243
 LW0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0243'AT MELVILLE NAVAL BASE.
 LW0243'AT THE MELVILLE NAVAL BASE, NEWPORT, RHODE ISLAND, MELVILLE
 LW0243'AREA NO. 1, AT THE NAVY FUEL SUPPLY DOCK, SET IN THE TOP AND 4.2
 LW0243'FEET SOUTH OF THE NORTH END OF THE CONCRETE BULKHEAD ON THE
 LW0243'EAST SIDE OF THE DOCK, 125 FEET SOUTHWEST OF AND ACROSS BRADFORD
 LW0243'AVENUE FROM THE SOUTHEAST CORNER OF BUILDING NO. 58, 102 FEET
 LW0243'SOUTH OF THE CENTER LINE OF BRADFORD AVENUE, 385 FEET NORTH
 LW0243'OF TIDAL NO. 2 RESET 1965 DESCRIBED, AND 1 FOOT ABOVE THE LEVEL
 LW0243'OF THE PARKING AREA.
 LW0243
 LW0243                          STATION RECOVERY (2005)
 LW0243
 LW0243'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0243'THE AREA IS NO LONGER USED BY THE NAVY AND HAS BEEN EXTENSIVELY
 LW0243'REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9447 ***********************************************************************
 AH9447  TIDAL BM    -  This is a Tidal Bench Mark.
 AH9447  DESIGNATION -  845 2660 G TIDAL
 AH9447  PID         -  AH9447
 AH9447  STATE/COUNTY-  RI/NEWPORT
 AH9447  USGS QUAD   -  PRUDENCE ISLAND (1975)
 AH9447
 AH9447                         *CURRENT SURVEY CONTROL
 AH9447  ___________________________________________________________________
 AH9447* NAD 83(1986)-  41 30 18.     (N)    071 19 34.     (W)     SCALED    
 AH9447* NAVD 88     -         5.366  (meters)      17.61   (feet)  ADJUSTED  
 AH9447  ___________________________________________________________________
 AH9447  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AH9447  DYNAMIC HT  -           5.365 (meters)      17.60  (feet)  COMP
 AH9447  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 AH9447
 AH9447  VERT ORDER  -  SECOND    CLASS I
 AH9447
 AH9447.The horizontal coordinates were scaled from a topographic map and have
 AH9447.an estimated accuracy of +/- 6 seconds.
 AH9447
 AH9447.The orthometric height was determined by differential leveling
 AH9447.and adjusted by the National Geodetic Survey in December 2000..
 AH9447.No vertical observational check was made to the station.
 AH9447
 AH9447.This Tidal Bench Mark is designated as VM 222
 AH9447.by the Center for Operational Oceanographic Products and Services.
 AH9447
 AH9447.The geoid height was determined by GEOID03.
 AH9447
 AH9447.The dynamic height is computed by dividing the NAVD 88
 AH9447.geopotential number by the normal gravity value computed on the
 AH9447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9447.degrees latitude (g = 980.6199 gals.).
 AH9447
 AH9447.The modeled gravity was interpolated from observed gravity values.
 AH9447
 AH9447;                    North         East    Units  Estimated Accuracy
 AH9447;SPC RI       -    46,840.      114,520.      MT  (+/- 180 meters Scaled)
 AH9447
 AH9447                          SUPERSEDED SURVEY CONTROL
 AH9447
 AH9447.No superseded survey control is available for this station.
 AH9447
 AH9447_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF058974(NAD 83)
 AH9447_MARKER: DJ = TIDAL STATION DISK
 AH9447_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH9447_SP_SET: SLAB
 AH9447_STAMPING: 2660 G 1976
 AH9447_MARK LOGO: NOS   
 AH9447_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9447
 AH9447  HISTORY     - Date     Condition        Report By
 AH9447  HISTORY     - 1976     MONUMENTED       NOS
 AH9447  HISTORY     - 19950908 GOOD             NOS
 AH9447  HISTORY     - 20010710 GOOD             NOS
 AH9447
 AH9447                          STATION DESCRIPTION
 AH9447
 AH9447'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AH9447'THE BENCH MARK IS SET IN A CONCRETE LIGHTPOLE BASE LOCATED ALONG THE
 AH9447'NORTH SIDE OF LUCE AVENUE BETWEEN BAINBRIDGE AND PERRY ROADS, 64 M
 AH9447'(210.0 FT) WEST OF THE NW CORNER OF THE INTERSECTION OF PERRY ROAD AND
 AH9447'LUCE AVENUE, 30.8 M (101.0 FT) WEST OF THE SW CORNER OF TENNIS COURTS,
 AH9447'30.4 M (99.7 FT) EAST OF THE NE CORNER OF THE INTERSECTION OF LUCE
 AH9447'AVENUE AND BAINBRIDGE ROAD, AND 5.5 M (18.0 FT) NORTH OF THE
 AH9447'CENTERLINE OF LUCE AVENUE.
 AH9447
 AH9447                          STATION RECOVERY (2001)
 AH9447
 AH9447'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AH9447'AT NEWPORT, AT THE U.S.  NAVAL BASE, COASTERS HARBOR ISLAND, THE BENCH
 AH9447'MARK IS SET IN A CONCRETE SLAB, LOCATED 64.0 M (210.0 FT) WEST OF THE
 AH9447'NW CORNER OF THE INTERSECTION OF PERRY ROAD AND LUCE AVENUE, 30.78 M
 AH9447'(100.98 FT) WEST OF THE SW CORNER OF TENNIS COURTS, 30.36 M (99.61 FT)
 AH9447'EAST OF THE NE CORNER OF THE INTERSECTION OF LUCE AVENUE AND
 AH9447'BAINBRIDGE ROAD, AND 5.49 M (18.01 FT) NORTH OF THE CENTERLINE OF LUCE
 AH9447'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9448 ***********************************************************************
 AH9448  TIDAL BM    -  This is a Tidal Bench Mark.
 AH9448  DESIGNATION -  845 2660 L TIDAL
 AH9448  PID         -  AH9448
 AH9448  STATE/COUNTY-  RI/NEWPORT
 AH9448  USGS QUAD   -  PRUDENCE ISLAND (1975)
 AH9448
 AH9448                         *CURRENT SURVEY CONTROL
 AH9448  ___________________________________________________________________
 AH9448* NAD 83(1986)-  41 30 18.     (N)    071 19 34.     (W)     SCALED    
 AH9448* NAVD 88     -         2.912  (meters)       9.55   (feet)  ADJUSTED  
 AH9448  ___________________________________________________________________
 AH9448  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AH9448  DYNAMIC HT  -           2.912 (meters)       9.55  (feet)  COMP
 AH9448  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 AH9448
 AH9448  VERT ORDER  -  SECOND    CLASS I
 AH9448
 AH9448.The horizontal coordinates were scaled from a topographic map and have
 AH9448.an estimated accuracy of +/- 6 seconds.
 AH9448
 AH9448.The orthometric height was determined by differential leveling
 AH9448.and adjusted by the National Geodetic Survey in December 2000..
 AH9448.No vertical observational check was made to the station.
 AH9448
 AH9448.This Tidal Bench Mark is designated as VM 228
 AH9448.by the Center for Operational Oceanographic Products and Services.
 AH9448
 AH9448.The geoid height was determined by GEOID03.
 AH9448
 AH9448.The dynamic height is computed by dividing the NAVD 88
 AH9448.geopotential number by the normal gravity value computed on the
 AH9448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9448.degrees latitude (g = 980.6199 gals.).
 AH9448
 AH9448.The modeled gravity was interpolated from observed gravity values.
 AH9448
 AH9448;                    North         East    Units  Estimated Accuracy
 AH9448;SPC RI       -    46,840.      114,520.      MT  (+/- 180 meters Scaled)
 AH9448
 AH9448                          SUPERSEDED SURVEY CONTROL
 AH9448
 AH9448.No superseded survey control is available for this station.
 AH9448
 AH9448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF058974(NAD 83)
 AH9448_MARKER: DJ = TIDAL STATION DISK
 AH9448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH9448_STAMPING: 2660 L 1986
 AH9448_MARK LOGO: NOS   
 AH9448_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9448
 AH9448  HISTORY     - Date     Condition        Report By
 AH9448  HISTORY     - 1986     MONUMENTED       NOS
 AH9448  HISTORY     - 19950908 GOOD             NOS
 AH9448  HISTORY     - 20010710 GOOD             NOS
 AH9448
 AH9448                          STATION DESCRIPTION
 AH9448
 AH9448'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AH9448'THE BENCH MARK IS LOCATED AT THE NW CORNER OF THE PARKING LOT AT
 AH9448'BUILDING NO.  95, 84.9 M (278.5 FT) WEST OF THE CENTERLINE OF PERRY
 AH9448'ROAD, 74.2 M (243.4 FT) NORTH OF THE NW CORNER OF BLDG NO.95, AND 3.0
 AH9448'M (9.8 FT) NORTH OF THE NW CORNER OF THE PARKING LOT.  THE BENCH MARK
 AH9448'IS CRIMPED TO A STAINLESS STEEL ROD DRIVEN TO AN UNSPECIFIED DEPTH AND
 AH9448'ENCASED IN A 6 INCH PVC PIPE WITH CONCRETE KICKBLOCK AND FLUSH WITH
 AH9448'THE GROUND.
 AH9448
 AH9448                          STATION RECOVERY (2001)
 AH9448
 AH9448'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AH9448'IN NEWPORT, AT THE U.S.  NAVAL BASE, COASTERS HARBOR ISLAND, THE BENCH
 AH9448'MARK IS LOCATED AT THE NW CORNER OF A PARKING LOT AT BUILDING NO.  95,
 AH9448'85.0 M (278.9 FT) WEST OF THE CENTERLINE OF PERRY ROAD, 74.1 M (243.1
 AH9448'FT) NORTH OF THE NW CORNER OF BUILDING NO.  95, AND 3.00 M (9.84 FT)
 AH9448'NORTH OF THE NW CORNER OF THE PARKING LOT.  THE BENCH MARK IS CRIMPED
 AH9448'TO A STAINLESS STEEL ROD DRIVEN TO AN UNSPECIFIED DEPTH, AND ENCASED
 AH9448'IN A 6 INCH PVC PIPE WITH CONCRETE KICKBLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0489 ***********************************************************************
 LW0489  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0489  DESIGNATION -  845 2660 TIDAL 1
 LW0489  PID         -  LW0489
 LW0489  STATE/COUNTY-  RI/NEWPORT
 LW0489  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0489
 LW0489                         *CURRENT SURVEY CONTROL
 LW0489  ___________________________________________________________________
 LW0489* NAD 83(1986)-  41 30 27.     (N)    071 19 41.     (W)     SCALED    
 LW0489* NAVD 88     -        10.191  (meters)      33.44   (feet)  ADJUSTED  
 LW0489  ___________________________________________________________________
 LW0489  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW0489  DYNAMIC HT  -          10.187 (meters)      33.42  (feet)  COMP
 LW0489  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 LW0489
 LW0489  VERT ORDER  -  SECOND    CLASS 0
 LW0489
 LW0489.The horizontal coordinates were scaled from a topographic map and have
 LW0489.an estimated accuracy of +/- 6 seconds.
 LW0489
 LW0489.The orthometric height was determined by differential leveling
 LW0489.and adjusted by the National Geodetic Survey in June 1991..
 LW0489
 LW0489.This Tidal Bench Mark is designated as VM 218
 LW0489.by the Center for Operational Oceanographic Products and Services.
 LW0489
 LW0489.The geoid height was determined by GEOID03.
 LW0489
 LW0489.The dynamic height is computed by dividing the NAVD 88
 LW0489.geopotential number by the normal gravity value computed on the
 LW0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0489.degrees latitude (g = 980.6199 gals.).
 LW0489
 LW0489.The modeled gravity was interpolated from observed gravity values.
 LW0489
 LW0489;                    North         East    Units  Estimated Accuracy
 LW0489;SPC RI       -    47,120.      114,360.      MT  (+/- 180 meters Scaled)
 LW0489
 LW0489                          SUPERSEDED SURVEY CONTROL
 LW0489
 LW0489  NGVD 29 (??/??/92)   10.455  (m)           34.30   (f) ADJ UNCH    2 0
 LW0489
 LW0489.Superseded values are not recommended for survey control.
 LW0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0489.See file dsdata.txt to determine how the superseded data were derived.
 LW0489
 LW0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF057977(NAD 83)
 LW0489_MARKER: DJ = TIDAL STATION DISK
 LW0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0489_SP_SET: BUILDING
 LW0489_STAMPING: NO 1 1930
 LW0489_MARK LOGO: CGS   
 LW0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0489
 LW0489  HISTORY     - Date     Condition        Report By
 LW0489  HISTORY     - 1931     MONUMENTED       CGS
 LW0489  HISTORY     - 1969     GOOD             NGS
 LW0489  HISTORY     - 19850726 GOOD             NOS
 LW0489  HISTORY     - 19960622 GOOD             NOS
 LW0489  HISTORY     - 20001107 GOOD             NGS
 LW0489  HISTORY     - 20010710 GOOD             NOS
 LW0489
 LW0489                          STATION DESCRIPTION
 LW0489
 LW0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0489'AT NEWPORT.
 LW0489'AT NEWPORT, AT THE U.S. NAVAL BASE, COASTERS HARBOR ISLAND, 0.2
 LW0489'MILE NORTHWEST ALONG LUCE AVENUE FROM GATE 1, AT THE WAR COLLEGE
 LW0489'BUILDING, SET VERTICALLY IN THE GRANITE FACE OF THE EAST WALL
 LW0489'NEAR THE NORTHEAST CORNER OF THE SOUTH WING OF THE WAR COLLEGE
 LW0489'BUILDING, 2.6 FEET SOUTH OF THE NORTHEAST CORNER OF THE SOUTH
 LW0489'WING OF THE BUILDING AND 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
 LW0489
 LW0489                          STATION RECOVERY (1985)
 LW0489
 LW0489'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985
 LW0489'AT NEWPORT, AT THE U.S. NAVAL BASE, COASTERS HARBOR ISLAND, LOCATED AT
 LW0489'THE INTERSECTION OF LUCE AVENUE AND CUSHING ROAD, 76.8 FEET (23.4 M)
 LW0489'NORTH OF THE CENTERLINE OF LUCE AVENUE, 18 FEET (5 M) SW OF THE
 LW0489'CENTERLINE OF CUSHING ROAD, AND 2.7 FEET (0.8 M) SOUTH OF THE NE
 LW0489'CORNER OF THE SOUTH WING OF THE GRANITE BLOCK BUILDING.  THE BENCH
 LW0489'MARK IS SET VERTICALLY IN THE EAST FACE OF THE BUILDING, 0.2 FOOT
 LW0489'(0.06 M) ABOVE GROUND.
 LW0489
 LW0489                          STATION RECOVERY (1996)
 LW0489
 LW0489'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996
 LW0489'RECOVERED IN GOOD CONDITION.
 LW0489
 LW0489                          STATION RECOVERY (2000)
 LW0489
 LW0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 LW0489'0.1 KM (0.05 MI) WESTERLY ALONG COMMERCIAL BOULEVARD FROM THE POST
 LW0489'OFFICE IN MIDDLETOWN, THENCE 0.05 KM (0.05 MI) NORTHERLY ALONG STATE
 LW0489'HIGHWAYS 138 AND 114, THENCE 1.3 KM (0.80 MI) WESTERLY ALONG MAPLE
 LW0489'AVENUE, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG FAREWELL AVENUE,
 LW0489'THENCE 0.6 KM (0.35 MI) WESTERLY ALONG 3RD STREET TO GATE NUMBER 1 OF
 LW0489'THE COASTERS HARBOR ISLAND NAVEL BASE, THENCE 0.3 KM (0.20 MI)
 LW0489'WESTERLY ALONG LUCE AVENUE, SET VERTICALLY IN THE EAST FACE OF THE
 LW0489'GRANITE FOUNDATION OF THE LUCE HALL, 23.6 M (77.4 FT) NORTH OF THE
 LW0489'AVENUE CENTERLINE, 10.0 M (32.8 FT) WEST OF THE CENTERLINE OF CUSHING
 LW0489'ROAD, 0.8 M (2.6 FT) SOUTH OF THE NORTHEAST CORNER OF THE HALL, AND
 LW0489'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--THE MARK IS ON
 LW0489'PROPERTY OWNED BY THE U.S.  DEPARTMENT OF THE NAVY, COASTERS HARBOR
 LW0489'NAVAL RESERVATION, NEWPORT, RI 02840, CONTACT JAMES SPRAGUE, TELEPHONE
 LW0489'401-841-4250.
 LW0489
 LW0489                          STATION RECOVERY (2001)
 LW0489
 LW0489'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 LW0489'AT NEWPORT, AT THE U.S.  NAVAL BASE, COASTERS HARBOR ISLAND, THE BENCH
 LW0489'MARK IS SET VERTICALLY IN THE FACE OF THE A GRANITE BLOCK BUILDING
 LW0489'LOCATED AT THE INTERSECTION OF LUCE AVENUE AND CUSHING ROAD, 23.41 M
 LW0489'(76.80 FT) NORTH OF THE CENTERLINE OF LUCE AVENUE, 5.49 M (18.01 FT)
 LW0489'SW OF THE CENTERLINE OF CUSHING ROAD, 0.82 M (2.69 FT) SOUTH OF THE NE
 LW0489'CORNER OF THE SOUTH WING OF THE BUILDING, AND IS 0.06 M (0.20 FT)
 LW0489'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0491 ***********************************************************************
 LW0491  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0491  DESIGNATION -  845 2660 TIDAL 4
 LW0491  PID         -  LW0491
 LW0491  STATE/COUNTY-  RI/NEWPORT
 LW0491  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0491
 LW0491                         *CURRENT SURVEY CONTROL
 LW0491  ___________________________________________________________________
 LW0491* NAD 83(1986)-  41 30 22.     (N)    071 19 38.     (W)     SCALED    
 LW0491* NAVD 88     -         1.438  (meters)       4.72   (feet)  ADJUSTED  
 LW0491  ___________________________________________________________________
 LW0491  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW0491  DYNAMIC HT  -           1.437 (meters)       4.71  (feet)  COMP
 LW0491  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 LW0491
 LW0491  VERT ORDER  -  SECOND    CLASS 0
 LW0491
 LW0491.The horizontal coordinates were scaled from a topographic map and have
 LW0491.an estimated accuracy of +/- 6 seconds.
 LW0491
 LW0491.The orthometric height was determined by differential leveling
 LW0491.and adjusted by the National Geodetic Survey in June 1991..
 LW0491
 LW0491.This Tidal Bench Mark is designated as VM 219
 LW0491.by the Center for Operational Oceanographic Products and Services.
 LW0491
 LW0491.The geoid height was determined by GEOID03.
 LW0491
 LW0491.The dynamic height is computed by dividing the NAVD 88
 LW0491.geopotential number by the normal gravity value computed on the
 LW0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0491.degrees latitude (g = 980.6199 gals.).
 LW0491
 LW0491.The modeled gravity was interpolated from observed gravity values.
 LW0491
 LW0491;                    North         East    Units  Estimated Accuracy
 LW0491;SPC RI       -    46,970.      114,430.      MT  (+/- 180 meters Scaled)
 LW0491
 LW0491                          SUPERSEDED SURVEY CONTROL
 LW0491
 LW0491  NGVD 29 (??/??/92)    1.703  (m)            5.59   (f) ADJ UNCH    2 0
 LW0491
 LW0491.Superseded values are not recommended for survey control.
 LW0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0491.See file dsdata.txt to determine how the superseded data were derived.
 LW0491
 LW0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF057975(NAD 83)
 LW0491_MARKER: DJ = TIDAL STATION DISK
 LW0491_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW0491_SP_SET: SLAB
 LW0491_STAMPING: 4 1943
 LW0491_MARK LOGO: CGS   
 LW0491_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0491+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 LW0491
 LW0491  HISTORY     - Date     Condition        Report By
 LW0491  HISTORY     - 1943     MONUMENTED       CGS
 LW0491  HISTORY     - 1969     GOOD             NGS
 LW0491  HISTORY     - 19950908 GOOD             NOS
 LW0491  HISTORY     - 20010710 GOOD             NOS
 LW0491  HISTORY     - 20051116 MARK NOT FOUND   USPSQD
 LW0491  HISTORY     - 20060517 GOOD             USPSQD
 LW0491
 LW0491                          STATION DESCRIPTION
 LW0491
 LW0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0491'AT NEWPORT.
 LW0491'AT NEWPORT, AT THE U.S. NAVAL BASE, COASTERS HARBOR ISLAND, 0.15
 LW0491'MILE SOUTHEAST ALONG LUCE AVENUE FROM THE EAST SIDE OF THE WAR
 LW0491'COLLEGE BUILDING, THENCE 0.05 MILE SOUTHEAST ALONG A STREET,
 LW0491'ON THE NORTHWEST SIDE OF A SMALL BOAT BASIN, SET ON THE TOP OF A
 LW0491'CONCRETE SLAB, 0.5 FOOT NORTHWEST OF A WOODEN BULKHEAD, 31 1/2
 LW0491'FEET SOUTHEAST OF THE CENTER LINE OF A NORTHEAST-SOUTHWEST
 LW0491'STREET, 2.5 FEET NORTHWEST OF THE EAST CORNER OF BRICK BUILDING
 LW0491'NO. 91, 0.8 FOOT NORTHWEST OF THE NORTHWEST SIDE OF THE BUILDING,
 LW0491'270 FEET SOUTHEAST OF TIDAL NO. 6 DESCRIBED AND ABOUT LEVEL
 LW0491'WITH THE SIDEWALK.
 LW0491
 LW0491                          STATION RECOVERY (1995)
 LW0491
 LW0491'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 LW0491'THE BENCH MARK IS SET IN THE CONCRETE DECK FORMING THE WEST SIDE OF
 LW0491'THE US NAVY SMALL BOAT HARBOR NEAR THE FOOT OF THE PIER, 91 M (298.6
 LW0491'FT) NE OF THE NE CORNER OF THE OFFICERS CLUB, 9.5 M (31.2 FT) EAST OF
 LW0491'THE CENTERLINE OF PERRY AVENUE, 0.3 M (1.0 FT) WEST OF THE EAST FACE
 LW0491'OF THE BULKHEAD, AND 0.3 M (1.0 FT) NORTH OF THE NORTH FACE OF A SMALL
 LW0491'BRICK BUILDING (NO. 91).
 LW0491
 LW0491                          STATION RECOVERY (2001)
 LW0491
 LW0491'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 LW0491'AT NEWPORT, AT THE U.S.  NAVAL BASE, COASTERS HARBOR ISLAND, THE BENCH
 LW0491'MARK IS SET ON TOP OF A CONCRETE SLAB, LOCATED 0.24 KM (0.15 MI) SE
 LW0491'ALONG LUCE AVENUE FROM THE EAST SIDE OF THE WAR COLLEGE BUILDING, 0.08
 LW0491'KM (0.05 MI) SE ALONG PERRY ROAD, ON THE NW SIDE OF A SMALL BOAT
 LW0491'BASIN, 9.60 M (31.50 FT) SE OF THE CENTERLINE OF PERRY ROAD, 0.76 M
 LW0491'(2.49 FT) NW OF THE EAST CORNER OF BRICK BUILDING NO. 91, 0.24 M (0.79
 LW0491'FT) NW OF THE NW SIDE OF THE BUILDING, AND 0.15 M (0.49 FT) NW OF A
 LW0491'WOODEN BULKHEAD.
 LW0491
 LW0491                          STATION RECOVERY (2005)
 LW0491
 LW0491'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0491'THERE IS A TEMPORARY 8 FT X 8 FT WOODEN STRUCTURE SITTING ON THE
 LW0491'INDICATED SPOT.
 LW0491
 LW0491                          STATION RECOVERY (2006)
 LW0491
 LW0491'RECOVERY NOTE BY US POWER SQUADRON 2006 (TLG)
 LW0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0493 ***********************************************************************
 LW0493  FBN         -  This is a Federal Base Network Control Station.
 LW0493  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0493  DESIGNATION -  845 2660 TIDAL 6
 LW0493  PID         -  LW0493
 LW0493  STATE/COUNTY-  RI/NEWPORT
 LW0493  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0493
 LW0493                         *CURRENT SURVEY CONTROL
 LW0493  ___________________________________________________________________
 LW0493* NAD 83(1996)-  41 30 24.26506(N)    071 19 36.10878(W)     ADJUSTED  
 LW0493* NAVD 88     -         1.612  (meters)       5.29   (feet)  ADJUSTED  
 LW0493  ___________________________________________________________________
 LW0493  X           -   1,531,528.305 (meters)                     COMP
 LW0493  Y           -  -4,531,657.294 (meters)                     COMP
 LW0493  Z           -   4,204,714.098 (meters)                     COMP
 LW0493  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW0493  ELLIP HEIGHT-         -28.37  (meters)          (06/22/01) GPS OBS
 LW0493  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW0493  DYNAMIC HT  -           1.612 (meters)       5.29  (feet)  COMP
 LW0493  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 LW0493
 LW0493  HORZ ORDER  -  A
 LW0493  VERT ORDER  -  SECOND    CLASS 0
 LW0493  ELLP ORDER  -  FOURTH    CLASS I
 LW0493
 LW0493.The horizontal coordinates were established by GPS observations
 LW0493.and adjusted by the National Geodetic Survey in June 2001..
 LW0493
 LW0493.The orthometric height was determined by differential leveling
 LW0493.and adjusted by the National Geodetic Survey in June 1991..
 LW0493
 LW0493.This Tidal Bench Mark is designated as VM 221
 LW0493.by the Center for Operational Oceanographic Products and Services.
 LW0493
 LW0493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW0493
 LW0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0493
 LW0493.The ellipsoidal height was determined by GPS observations
 LW0493.and is referenced to NAD 83.
 LW0493
 LW0493.The geoid height was determined by GEOID03.
 LW0493
 LW0493.The dynamic height is computed by dividing the NAVD 88
 LW0493.geopotential number by the normal gravity value computed on the
 LW0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0493.degrees latitude (g = 980.6199 gals.).
 LW0493
 LW0493.The modeled gravity was interpolated from observed gravity values.
 LW0493
 LW0493;                    North         East     Units Scale Factor Converg.
 LW0493;SPC RI       -    47,037.622   114,468.558   MT  0.99999633   +0 06 53.5
 LW0493;SPC RI       -   154,322.60    375,552.26   sFT  0.99999633   +0 06 53.5
 LW0493;UTM  19      - 4,597,626.126   305,820.977   MT  1.00006404   -1 32 32.6
 LW0493
 LW0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0493!SPC RI       -   1.00000445  x   0.99999633  =   1.00000078
 LW0493!UTM  19      -   1.00000445  x   1.00006404  =   1.00006849
 LW0493
 LW0493                          SUPERSEDED SURVEY CONTROL
 LW0493
 LW0493  NAVD 88 (06/22/01)    1.61   (m)            5.3    (f) LEVELING    3  
 LW0493  NGVD 29 (??/??/92)    1.877  (m)            6.16   (f) ADJ UNCH    2 0
 LW0493
 LW0493.Superseded values are not recommended for survey control.
 LW0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0493.See file dsdata.txt to determine how the superseded data were derived.
 LW0493
 LW0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0582197626(NAD 83)
 LW0493_MARKER: DJ = TIDAL STATION DISK
 LW0493_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW0493_SP_SET: SLAB
 LW0493_STAMPING: 6 1943
 LW0493_MARK LOGO: CGS   
 LW0493_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0493+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 LW0493
 LW0493  HISTORY     - Date     Condition        Report By
 LW0493  HISTORY     - 1943     MONUMENTED       CGS
 LW0493  HISTORY     - 1969     GOOD             NGS
 LW0493  HISTORY     - 19940908 GOOD             NOS
 LW0493  HISTORY     - 20000605 GOOD             NGS
 LW0493  HISTORY     - 20010710 GOOD             NOS
 LW0493  HISTORY     - 20010716 GOOD             RIDT
 LW0493  HISTORY     - 20051116 GOOD             USPSQD
 LW0493
 LW0493                          STATION DESCRIPTION
 LW0493
 LW0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0493'AT NEWPORT.
 LW0493'AT NEWPORT, AT THE U.S. NAVAL BASE, COASTERS ISLAND, SET IN THE
 LW0493'TOP AND 1.3 FEET SOUTHWEST OF THE NORTHEAST END OF A CONCRETE
 LW0493'SLAB, 0.5 FOOT NORTHWEST OF THE WOODEN BULKHEAD ALONG THE
 LW0493'NORTHWEST SIDE OF A SMALL BOAT BASIN, 53 FEET SOUTHWEST OF THE
 LW0493'CENTER LINE OF LUCE AVENUE, 31 FEET SOUTHWEST OF THE CENTER
 LW0493'LINE OF A STREET, 270 FEET NORTHEAST OF TIDAL 4 DESCRIBED, AND
 LW0493'ABOUT LEVEL WITH THE SIDEWALK.
 LW0493
 LW0493                          STATION RECOVERY (1994)
 LW0493
 LW0493'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 LW0493'AT NEWPORT, AT THE U.S. NAVAL BASE, COASTERS HARBOR ISLAND, SET IN THE
 LW0493'TOP AND 1.3 FEET (0.4 M) SOUTHWEST OF THE NORTHEAST END OF A CONCRETE
 LW0493'SLAB, LOCATED AT THE INTERSECTION OF LUCE AVENUE AND PERRY ROAD, 0.5
 LW0493'FOOT (15.2 CM) NORTHWEST OF THE WOODEN BULKHEAD ALONG THE NORTHWEST
 LW0493'SIDE OF A SMALL BOAT BASIN, 53 FEET (16.2 M) SOUTHWEST OF THE CENTER
 LW0493'LINE OF LUCE AVENUE, 270 FEET (82.3 M) NORTHEAST OF BENCH MARK NO 4
 LW0493'1934, AND ABOUT LEVEL WITH THE SIDEWALK
 LW0493
 LW0493                          STATION RECOVERY (2000)
 LW0493
 LW0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 LW0493'THE STATION IS LOCATED AT THE US NAVAL BASE ON COASTERS HARBOR
 LW0493'ISLAND ABOUT 0.16 KM (0.10 MI) WEST OF GATE NUMBER 1, IN THE
 LW0493'SOUTHWEST ANGLE OF THE INTERSECTION OF LUCE AVENUE AND PERRY
 LW0493'ROAD IN THE CONCRETE PIER CAP (WALKWAY) ALONG COASTERS HARBOR.
 LW0493'OWNERSHIP--US NAVY. CONTACT MR. DAVE SANDERS ONE DAY IN ADVANCE
 LW0493'BEFORE OCCUPYING THE STATION, PHONE 401-841-2265.  TO REACH THE
 LW0493'STATION FROM THE TRAFFIC ROTARY (JUNCTION OF STATE HIGHWAY 138,
 LW0493'CRONNELL HIGHWAY AND TRAINING STATION ROAD ON THE NORTH SIDE OF
 LW0493'NEWPORT), GO WEST ON TRAINING STATION ROAD FOR 0.80 KM (0.50 MI) TO
 LW0493'SECURITY GATE NUMBER 1 OF THE US NAVAL COMPLEX, PASS THROUGH
 LW0493'THE SECURITY CHECK POINT AND CONTINUE AHEAD, WEST FOR 0.08 KM (0.05
 LW0493'MI) TO THE STATION ON THE LEFT AT THE INTERSECTION OF PERRY ROAD
 LW0493'AND LUCE AVENUE, IN THE NORTH END OF THE CONCRETE WALKWAY (PIER
 LW0493'CAP) ALONG THE HARBOR.  THE STATION IS A CGS PRIMARY TIDAL BENCH
 LW0493'MARK DISK SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE PIER CAP
 LW0493'(WALKWAY) ALONG THE HARBOR.  LOCATED 12.20 M (40.03 FT) SOUTHWEST
 LW0493'OF THE SOUTHWEST CURB OF THE AVENUE, 8.90 M (29.20 FT) SOUTH OF A
 LW0493'STOP SIGN, 3.97 M (13.02 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 LW0493'WALKWAY AND 0.15 M (0.49 FT) NORTHWEST OF THE WOOD BASE OF THE
 LW0493'METAL PIPE GUARD RAIL ALONG THE HARBOR.
 LW0493'
 LW0493
 LW0493                          STATION RECOVERY (2001)
 LW0493
 LW0493'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 LW0493'AT NEWPORT, AT THE U.S.  NAVAL BASE, COASTERS HARBOR ISLAND, THE
 LW0493'PRIMARY BENCH MARK IS SET IN THE TOP OF A CONCRETE SLAB, LOCATED AT
 LW0493'THE INTERSECTION OF LUCE AVENUE AND PERRY ROAD ALONG THE NW SIDE OF A
 LW0493'SMALL BOAT BASIN, 82.0 M (269.0 FT) NE OF BENCH MARK NO 4 1934, 16.15
 LW0493'M (52.99 FT) SW OF THE CENTERLINE OF LUCE AVENUE, 0.40 M (1.31 FT) SW
 LW0493'OF THE NE END OF THE SLAB, AND 0.15 M (0.49 FT) NW OF THE WOODEN
 LW0493'BULKHEAD, ALONG THE NORTHWEST SIDE OF A SMALL BOAT BASIN.
 LW0493
 LW0493                          STATION RECOVERY (2001)
 LW0493
 LW0493'RECOVERY NOTE BY RI DEPT OF TRANSP 2001 (DH)
 LW0493'THE MARK IS AT U.S. NAVAL COMPLEX, VICINITY OF NAVAL WAR COLLEGE, AT
 LW0493'THE INTERSECTION OF
 LW0493'LUCE AVE AND PERRY RD. TO REACH THIS AREA FROM THE TRAFFIC CIRCLE AT
 LW0493'JAMES T. CONNELL
 LW0493'MEMORIAL RD (SR 238) AND SR 138, PROCEED 0.3 MILE WEST TO THE COASTERS
 LW0493'HARBOR ISLAND U.S.
 LW0493'NAVAL COMPLEX GATE, THEN 0.1 MILE FARTHER WEST ALONG LUCE AVE TO THE
 LW0493'MARK ON THE LEFT,
 LW0493'53 FT (16 M) SW OF LUCE AVE, 31 FT (9 M) SE OF PERRY RD, 13 FT (4 M)
 LW0493'SOUTH OF THE SOUTHMOST TIP
 LW0493'OF MOST NORTHERLY GRANITE BULKHEAD, AND 0.5 FT (0.2 M) NW OF THE
 LW0493'WOODEN BULKHEAD ALONG
 LW0493'THE NW SIDE OF A SMALL BOAT BASIN. THE MARK IS IN THE CONCRETE
 LW0493'BULKHEAD.
 LW0493' 
 LW0493'SEE ALSO DATA SHEET FOR NOS TIDAL STATION 845 2660, NEWPORT,
 LW0493'NARRAGANSETT BAY.
 LW0493'
 LW0493
 LW0493                          STATION RECOVERY (2005)
 LW0493
 LW0493'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9449 ***********************************************************************
 AH9449  DESIGNATION -  845 2660 TIDAL 7
 AH9449  PID         -  AH9449
 AH9449  STATE/COUNTY-  RI/NEWPORT
 AH9449  USGS QUAD   -  PRUDENCE ISLAND (1975)
 AH9449
 AH9449                         *CURRENT SURVEY CONTROL
 AH9449  ___________________________________________________________________
 AH9449* NAD 83(1986)-  41 30 18.     (N)    071 19 34.     (W)     SCALED    
 AH9449* NAVD 88     -         8.044  (meters)      26.39   (feet)  ADJUSTED  
 AH9449  ___________________________________________________________________
 AH9449  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AH9449  DYNAMIC HT  -           8.042 (meters)      26.38  (feet)  COMP
 AH9449  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 AH9449
 AH9449  VERT ORDER  -  SECOND    CLASS I
 AH9449
 AH9449.The horizontal coordinates were scaled from a topographic map and have
 AH9449.an estimated accuracy of +/- 6 seconds.
 AH9449
 AH9449.The orthometric height was determined by differential leveling
 AH9449.and adjusted by the National Geodetic Survey in December 2000..
 AH9449.No vertical observational check was made to the station.
 AH9449
 AH9449.The geoid height was determined by GEOID03.
 AH9449
 AH9449.The dynamic height is computed by dividing the NAVD 88
 AH9449.geopotential number by the normal gravity value computed on the
 AH9449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9449.degrees latitude (g = 980.6199 gals.).
 AH9449
 AH9449.The modeled gravity was interpolated from observed gravity values.
 AH9449
 AH9449;                    North         East    Units  Estimated Accuracy
 AH9449;SPC RI       -    46,840.      114,520.      MT  (+/- 180 meters Scaled)
 AH9449
 AH9449                          SUPERSEDED SURVEY CONTROL
 AH9449
 AH9449.No superseded survey control is available for this station.
 AH9449
 AH9449_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF058974(NAD 83)
 AH9449_MARKER: DD = SURVEY DISK
 AH9449_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH9449_SP_SET: FLAG POLE FOUNDATION
 AH9449_STAMPING: 7
 AH9449_MARK LOGO: NESS  
 AH9449_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9449+STABILITY: SURFACE MOTION
 AH9449
 AH9449  HISTORY     - Date     Condition        Report By
 AH9449  HISTORY     - 1965     MONUMENTED       NESS
 AH9449  HISTORY     - 19950908 GOOD             NOS
 AH9449  HISTORY     - 20010710 GOOD             NOS
 AH9449
 AH9449                          STATION DESCRIPTION
 AH9449
 AH9449'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AH9449'THE BENCH MARK IS SET IN THE CONCRETE APRON AROUND THE FLAGPOLE BASE
 AH9449'IN FRONT OF THE NAVAL WAR COLLEGE MUSEUM AND IN THE IMMEDIATE VICINITY
 AH9449'OF TWO 24-POUND HOWITZER CANNONS, 38.1 M (125.0 FT) SE OF LIGHT POLE
 AH9449'NO. USN 25-1, 12.8 M (42.0 FT) SOUTH OF THE CENTERLINE OF LUCE AVENUE,
 AH9449'7.5 M (24.6 FT) NORTH OF THE NORTH FACE OF THE 1938 WAR MONUMENT, AND
 AH9449'1.9 M (6.2 FT) SSW OF THE FLAG POLE.  NO STAMPING.
 AH9449
 AH9449                          STATION RECOVERY (2001)
 AH9449
 AH9449'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AH9449'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0171 ***********************************************************************
 LW0171  DESIGNATION -  845 3611 TIDAL 1
 LW0171  PID         -  LW0171
 LW0171  STATE/COUNTY-  RI/PROVIDENCE
 LW0171  USGS QUAD   -  PROVIDENCE (1975)
 LW0171
 LW0171                         *CURRENT SURVEY CONTROL
 LW0171  ___________________________________________________________________
 LW0171* NAD 83(1986)-  41 52 07.     (N)    071 22 46.     (W)     SCALED    
 LW0171* NAVD 88     -         2.113  (meters)       6.93   (feet)  ADJUSTED  
 LW0171  ___________________________________________________________________
 LW0171  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LW0171  DYNAMIC HT  -           2.112 (meters)       6.93  (feet)  COMP
 LW0171  MODELED GRAV-     980,326.8   (mgal)                       NAVD 88
 LW0171
 LW0171  VERT ORDER  -  FIRST     CLASS II
 LW0171
 LW0171.The horizontal coordinates were scaled from a topographic map and have
 LW0171.an estimated accuracy of +/- 6 seconds.
 LW0171
 LW0171.The orthometric height was determined by differential leveling
 LW0171.and adjusted by the National Geodetic Survey in June 1991..
 LW0171
 LW0171.The geoid height was determined by GEOID03.
 LW0171
 LW0171.The dynamic height is computed by dividing the NAVD 88
 LW0171.geopotential number by the normal gravity value computed on the
 LW0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0171.degrees latitude (g = 980.6199 gals.).
 LW0171
 LW0171.The modeled gravity was interpolated from observed gravity values.
 LW0171
 LW0171;                    North         East    Units  Estimated Accuracy
 LW0171;SPC RI       -    87,220.      110,010.      MT  (+/- 180 meters Scaled)
 LW0171
 LW0171                          SUPERSEDED SURVEY CONTROL
 LW0171
 LW0171  NGVD 29 (??/??/92)    2.357  (m)            7.73   (f) ADJ UNCH    1 2
 LW0171
 LW0171.Superseded values are not recommended for survey control.
 LW0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0171.See file dsdata.txt to determine how the superseded data were derived.
 LW0171
 LW0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG025379(NAD 83)
 LW0171_MARKER: DJ = TIDAL STATION DISK
 LW0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0171_SP_SET: BRIDGE
 LW0171_STAMPING: NO 1 1956
 LW0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0171
 LW0171  HISTORY     - Date     Condition        Report By
 LW0171  HISTORY     - 1956     MONUMENTED       CGS
 LW0171  HISTORY     - 1965     GOOD             NGS
 LW0171
 LW0171                          STATION DESCRIPTION
 LW0171
 LW0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0171'AT PAWTUCKET.
 LW0171'AT PAWTUCKET, ABOUT 0.1 MILE SOUTHWEST OF THE JUNCTION OF SCHOOL
 LW0171'AND ROSEWOOD STREETS, ALONG THE EAST BANK OF THE PAWTUCKET
 LW0171'RIVER, AT THE STATE DOCKS, SET IN THE TOP OF THE STONE PART OF
 LW0171'THE BULKHEAD, 149 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 LW0171'WARREN PETROLEUM CORP. (CITY SERVICE) WAREHOUSE, 73 1/2 FEET WEST
 LW0171'OF THE NORTHWEST CORNER OF THE FENCE AROUND THE TANKS, 0.5 FOOT
 LW0171'SOUTH OF THE SOUTH EDGE OF A MOORING BIT AND ABOUT LEVEL WITH
 LW0171'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5221 ***********************************************************************
 LW5221  DESIGNATION -  845 3611 TIDAL 1
 LW5221  PID         -  LW5221
 LW5221  STATE/COUNTY-  RI/PROVIDENCE
 LW5221  USGS QUAD   -  PROVIDENCE (1975)
 LW5221
 LW5221                         *CURRENT SURVEY CONTROL
 LW5221  ___________________________________________________________________
 LW5221* NAD 83(1986)-  41 52 20.     (N)    071 22 58.     (W)     SCALED    
 LW5221* NAVD 88     -         2.112  (meters)       6.93   (feet)  ADJUSTED  
 LW5221  ___________________________________________________________________
 LW5221  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LW5221  DYNAMIC HT  -           2.112 (meters)       6.93  (feet)  COMP
 LW5221  MODELED GRAV-     980,327.0   (mgal)                       NAVD 88
 LW5221
 LW5221  VERT ORDER  -  SECOND    CLASS II
 LW5221
 LW5221.The horizontal coordinates were scaled from a topographic map and have
 LW5221.an estimated accuracy of +/- 6 seconds.
 LW5221
 LW5221.The orthometric height was determined by differential leveling
 LW5221.and adjusted by the National Geodetic Survey in June 1991..
 LW5221
 LW5221.The geoid height was determined by GEOID03.
 LW5221
 LW5221.The dynamic height is computed by dividing the NAVD 88
 LW5221.geopotential number by the normal gravity value computed on the
 LW5221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5221.degrees latitude (g = 980.6199 gals.).
 LW5221
 LW5221.The modeled gravity was interpolated from observed gravity values.
 LW5221
 LW5221;                    North         East    Units  Estimated Accuracy
 LW5221;SPC RI       -    87,620.      109,730.      MT  (+/- 180 meters Scaled)
 LW5221
 LW5221                          SUPERSEDED SURVEY CONTROL
 LW5221
 LW5221.No superseded survey control is available for this station.
 LW5221
 LW5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG022383(NAD 83)
 LW5221_MARKER: DJ = TIDAL STATION DISK
 LW5221_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW5221_SP_SET: GRANITE FACING
 LW5221_STAMPING: NO 1 1956
 LW5221_MARK LOGO: CGS   
 LW5221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5221+STABILITY: SURFACE MOTION
 LW5221
 LW5221  HISTORY     - Date     Condition        Report By
 LW5221  HISTORY     - 1956     MONUMENTED       CGS
 LW5221  HISTORY     - 1984     GOOD             RIGS
 LW5221
 LW5221                          STATION DESCRIPTION
 LW5221
 LW5221'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5221'IN PAWTUCKET.
 LW5221'IN PAWTUCKET, SET IN TOP OF GRANITE FACING OF DOCK 0.5 FOOT SOUTH OF
 LW5221'THE SOUTH EDGE OF IRON MOORING BIT ON EAST SHORE OF SEEKNONK RIVER
 LW5221'AND DIRECTLY EAST OF NARRAGANSETT LIGHT COMPANY, 241.5 FEET NORTH OF
 LW5221'THE SOUTHWEST CORNER OF STATE PIER NO 2, 149 FEET SOUTH OF SOUTHWEST
 LW5221'CORNER OF CITIES SERVICE COMPANY BUILDING, 73.5 METERS (241.0 FT)
 LW5221'NORTH FROM THE SOUTH END OF THE GRANITE RETAINING BULKHEAD, 32.6
 LW5221'METERS (10.70 FT) WEST-NORTHWEST FROM A BVE UTILITY CO POLE 36A3, 1.2
 LW5221'METERS (4.0 FT) EAST-NORTHEAST FROM THE FACE OF THE GRANITE BULKHEAD,
 LW5221'0.3 METERS (0.5 FT) SOUTH FROM A MOORING BIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0172 ***********************************************************************
 LW0172  DESIGNATION -  845 3611 TIDAL 2
 LW0172  PID         -  LW0172
 LW0172  STATE/COUNTY-  RI/PROVIDENCE
 LW0172  USGS QUAD   -  PROVIDENCE (1975)
 LW0172
 LW0172                         *CURRENT SURVEY CONTROL
 LW0172  ___________________________________________________________________
 LW0172* NAD 83(1986)-  41 52 07.     (N)    071 22 46.     (W)     SCALED    
 LW0172* NAVD 88     -         2.464  (meters)       8.08   (feet)  ADJUSTED  
 LW0172  ___________________________________________________________________
 LW0172  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LW0172  DYNAMIC HT  -           2.463 (meters)       8.08  (feet)  COMP
 LW0172  MODELED GRAV-     980,326.8   (mgal)                       NAVD 88
 LW0172
 LW0172  VERT ORDER  -  FIRST     CLASS II
 LW0172
 LW0172.The horizontal coordinates were scaled from a topographic map and have
 LW0172.an estimated accuracy of +/- 6 seconds.
 LW0172
 LW0172.The orthometric height was determined by differential leveling
 LW0172.and adjusted by the National Geodetic Survey in June 1991..
 LW0172
 LW0172.The geoid height was determined by GEOID03.
 LW0172
 LW0172.The dynamic height is computed by dividing the NAVD 88
 LW0172.geopotential number by the normal gravity value computed on the
 LW0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0172.degrees latitude (g = 980.6199 gals.).
 LW0172
 LW0172.The modeled gravity was interpolated from observed gravity values.
 LW0172
 LW0172;                    North         East    Units  Estimated Accuracy
 LW0172;SPC RI       -    87,220.      110,010.      MT  (+/- 180 meters Scaled)
 LW0172
 LW0172                          SUPERSEDED SURVEY CONTROL
 LW0172
 LW0172  NGVD 29 (??/??/92)    2.708  (m)            8.88   (f) ADJ UNCH    1 2
 LW0172
 LW0172.Superseded values are not recommended for survey control.
 LW0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0172.See file dsdata.txt to determine how the superseded data were derived.
 LW0172
 LW0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG025379(NAD 83)
 LW0172_MARKER: DJ = TIDAL STATION DISK
 LW0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0172_SP_SET: CONCRETE FOOTING
 LW0172_STAMPING: NO 2 1956
 LW0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0172
 LW0172  HISTORY     - Date     Condition        Report By
 LW0172  HISTORY     - 1956     MONUMENTED       CGS
 LW0172  HISTORY     - 1965     GOOD             NGS
 LW0172
 LW0172                          STATION DESCRIPTION
 LW0172
 LW0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0172'AT PAWTUCKET.
 LW0172'AT PAWTUCKET, ABOUT 0.1 MILE SOUTHWEST OF THE JUNCTION OF SCHOOL
 LW0172'AND ROSEWOOD STREETS, AT THE STATE DOCK, ALONG THE EAST BANK OF
 LW0172'THE PAWTUCKET RIVER, SET IN THE TOP OF A CONCRETE FOOTING THAT
 LW0172'IS ABOUT 1 FOOT WIDE AND 3 1/2 FEET LONG AND IS THE BASE OF THE
 LW0172'CONCRETE AND METAL FENCE AROUND THE STORAGE TANKS OF THE WARREN
 LW0172'PETROLEUM INC., 80 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 LW0172'FENCE, 40 1/2 FEET EAST OF THE FACE OF THE BULKHEAD, 1.9 FEET
 LW0172'WEST OF THE FENCE LINE AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5204 ***********************************************************************
 LW5204  TIDAL BM    -  This is a Tidal Bench Mark.
 LW5204  DESIGNATION -  845 4000 A TIDAL
 LW5204  PID         -  LW5204
 LW5204  STATE/COUNTY-  RI/PROVIDENCE
 LW5204  USGS QUAD   -  PROVIDENCE (1975)
 LW5204
 LW5204                         *CURRENT SURVEY CONTROL
 LW5204  ___________________________________________________________________
 LW5204* NAD 83(1986)-  41 48 21.     (N)    071 24 13.     (W)     SCALED    
 LW5204* NAVD 88     -         3.912  (meters)      12.83   (feet)  ADJUSTED  
 LW5204  ___________________________________________________________________
 LW5204  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW5204  DYNAMIC HT  -           3.910 (meters)      12.83  (feet)  COMP
 LW5204  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 LW5204
 LW5204  VERT ORDER  -  SECOND    CLASS II
 LW5204
 LW5204.The horizontal coordinates were scaled from a topographic map and have
 LW5204.an estimated accuracy of +/- 6 seconds.
 LW5204
 LW5204.The orthometric height was determined by differential leveling
 LW5204.and adjusted by the National Geodetic Survey in June 1991..
 LW5204
 LW5204.This Tidal Bench Mark is designated as VM 232
 LW5204.by the Center for Operational Oceanographic Products and Services.
 LW5204
 LW5204.The geoid height was determined by GEOID03.
 LW5204
 LW5204.The dynamic height is computed by dividing the NAVD 88
 LW5204.geopotential number by the normal gravity value computed on the
 LW5204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5204.degrees latitude (g = 980.6199 gals.).
 LW5204
 LW5204.The modeled gravity was interpolated from observed gravity values.
 LW5204
 LW5204;                    North         East    Units  Estimated Accuracy
 LW5204;SPC RI       -    80,250.      108,010.      MT  (+/- 180 meters Scaled)
 LW5204
 LW5204                          SUPERSEDED SURVEY CONTROL
 LW5204
 LW5204.No superseded survey control is available for this station.
 LW5204
 LW5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG003310(NAD 83)
 LW5204_MARKER: DJ = TIDAL STATION DISK
 LW5204_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW5204+WITH SETTING: PAVEMENT
 LW5204_SP_SET: SCALE PLATFORM
 LW5204_STAMPING: 4000 A 1979
 LW5204_MARK LOGO: NOS   
 LW5204_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5204+STABILITY: SURFACE MOTION
 LW5204
 LW5204  HISTORY     - Date     Condition        Report By
 LW5204  HISTORY     - 1979     MONUMENTED       NOS
 LW5204  HISTORY     - 1984     GOOD             RIGS
 LW5204  HISTORY     - 20010713 GOOD             NOS
 LW5204
 LW5204                          STATION DESCRIPTION
 LW5204
 LW5204'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5204'IN PROVIDENCE.
 LW5204'IN PROVIDENCE, ABOUT 0.1 MILE EAST OF THE JUNCTION OF ALLENS AVENUE
 LW5204'AND BAY STREET NEAR THE ENTRANCE TO THE PROMET COMPANY PIER (FORMERLY
 LW5204'STATE PIER NO 1).  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LW5204'95 SOUTHBOUND AND ALLENS AVENUE (EXIT 19), GO SOUTH ON ALLENS AVENUE
 LW5204'FOR 0.3 KM (0.2 MI) TO THE PROMET CO PIER ON THE LEFT.  THE STATION
 LW5204'IS A STANDARD NOS DISK SET INTO A DRILL HOLE IN THE CONCRETE TRUCK
 LW5204'WEIGHING SCALE PLATFORM.  LOCATED 28.0 METERS (92.0 FT) NORTH FROM
 LW5204'THE NORTH GATE POST OF THE SOUTH ENTRANCE, 6.6 METERS (21.7 FT) EAST
 LW5204'FROM THE EAST CURB OF ALLENS AVENUE, 1.0 METERS (3.2 FT)SOUTHEAST
 LW5204'FROM THE SOUTHEAST CORNER OF THE TRUCK SCALE BUILDING.
 LW5204
 LW5204                          STATION RECOVERY (2001)
 LW5204
 LW5204'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (KLD)
 LW5204'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9453 ***********************************************************************
 AH9453  TIDAL BM    -  This is a Tidal Bench Mark.
 AH9453  DESIGNATION -  845 4000 G TIDAL
 AH9453  PID         -  AH9453
 AH9453  STATE/COUNTY-  RI/PROVIDENCE
 AH9453  USGS QUAD   -  PROVIDENCE (1975)
 AH9453
 AH9453                         *CURRENT SURVEY CONTROL
 AH9453  ___________________________________________________________________
 AH9453* NAD 83(1986)-  41 48 27.     (N)    071 23 58.     (W)     SCALED    
 AH9453* NAVD 88     -         3.64   (meters)      11.9    (feet)  N HEIGHT  
 AH9453  ___________________________________________________________________
 AH9453  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AH9453  DYNAMIC HT  -           3.64  (meters)      11.9   (feet)  COMP
 AH9453  MODELED GRAV-     980,317.6   (mgal)                       NAVD 88
 AH9453
 AH9453  VERT ORDER  -  THIRD
 AH9453
 AH9453.The horizontal coordinates were scaled from a topographic map and have
 AH9453.an estimated accuracy of +/- 6 seconds.
 AH9453
 AH9453.The orthometric height was determined by differential leveling
 AH9453.and adjusted by the National Geodetic Survey in December 2000..
 AH9453.No vertical observational check was made to the station.
 AH9453.The height was determined by precise leveling from only one NSRS
 AH9453.bench mark.  This was not adequate "tie leveling" to NSRS and was
 AH9453.allowed ONLY to validate the GPS-derived height.
 AH9453
 AH9453.This Tidal Bench Mark is designated as VM 234
 AH9453.by the Center for Operational Oceanographic Products and Services.
 AH9453
 AH9453.The geoid height was determined by GEOID03.
 AH9453
 AH9453.The dynamic height is computed by dividing the NAVD 88
 AH9453.geopotential number by the normal gravity value computed on the
 AH9453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9453.degrees latitude (g = 980.6199 gals.).
 AH9453
 AH9453.The modeled gravity was interpolated from observed gravity values.
 AH9453
 AH9453;                    North         East    Units  Estimated Accuracy
 AH9453;SPC RI       -    80,430.      108,360.      MT  (+/- 180 meters Scaled)
 AH9453
 AH9453                          SUPERSEDED SURVEY CONTROL
 AH9453
 AH9453.No superseded survey control is available for this station.
 AH9453
 AH9453_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG006311(NAD 83)
 AH9453_MARKER: DJ = TIDAL STATION DISK
 AH9453_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH9453_SP_SET: LOADING RAMP
 AH9453_STAMPING: 4000 G 1976
 AH9453_MARK LOGO: NOS   
 AH9453_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9453
 AH9453  HISTORY     - Date     Condition        Report By
 AH9453  HISTORY     - 1976     MONUMENTED       NOS
 AH9453  HISTORY     - 19950923 GOOD             NOS
 AH9453  HISTORY     - 20010713 GOOD             NOS
 AH9453
 AH9453                          STATION DESCRIPTION
 AH9453
 AH9453'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AH9453'THE BENCH MARK IS SET IN THE TOP OF THE CONCRETE LOADING RAMP, LOCATED
 AH9453'ON THE PRO-MET MARINE SERVICE PROPERTY, 16 M (52.5 FT) SOUTH OF THE
 AH9453'NORTHERN WHARF FACE, 10.2 M (33.5 FT) WEST OF THE NE CORNER OF THE
 AH9453'WAREHOUSE, 3.0 M (9.8 FT) NE OF THE LOADING RAMP DOOR, AND 1.0 M (3.3
 AH9453'FT) ABOVE THE GROUND.
 AH9453
 AH9453                          STATION RECOVERY (2001)
 AH9453
 AH9453'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (KLD)
 AH9453'IN PROVIDENCE, NEAR THE JUNCTION OF ALLENS AVENUE AND BAY STREET, THE
 AH9453'BENCH MARK IS SET IN THE TOP OF THE CONCRETE LOADING RAMP, LOCATED ON
 AH9453'THE PROMET MARINE SERVICE PROPERTY, 16.00 M (52.49 FT) SOUTH OF THE
 AH9453'NORTHERN WHARF FACE, 10.2 M (33.5 FT) WEST OF THE NE CORNER OF THE
 AH9453'WAREHOUSE, 3.00 M (9.84 FT) NE OF THE LOADING RAMP DOOR, AND 1.00 M
 AH9453'(3.28 FT) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5205 ***********************************************************************
 LW5205  TIDAL BM    -  This is a Tidal Bench Mark.
 LW5205  DESIGNATION -  845 4000 K TIDAL
 LW5205  PID         -  LW5205
 LW5205  STATE/COUNTY-  RI/PROVIDENCE
 LW5205  USGS QUAD   -  PROVIDENCE (1975)
 LW5205
 LW5205                         *CURRENT SURVEY CONTROL
 LW5205  ___________________________________________________________________
 LW5205* NAD 83(1986)-  41 48 23.     (N)    071 24 02.     (W)     SCALED    
 LW5205* NAVD 88     -         2.674  (meters)       8.77   (feet)  ADJUSTED  
 LW5205  ___________________________________________________________________
 LW5205  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW5205  DYNAMIC HT  -           2.673 (meters)       8.77  (feet)  COMP
 LW5205  MODELED GRAV-     980,316.7   (mgal)                       NAVD 88
 LW5205
 LW5205  VERT ORDER  -  SECOND    CLASS II
 LW5205
 LW5205.The horizontal coordinates were scaled from a topographic map and have
 LW5205.an estimated accuracy of +/- 6 seconds.
 LW5205
 LW5205.The orthometric height was determined by differential leveling
 LW5205.and adjusted by the National Geodetic Survey in June 1991..
 LW5205
 LW5205.This Tidal Bench Mark is designated as VM 235
 LW5205.by the Center for Operational Oceanographic Products and Services.
 LW5205
 LW5205.The geoid height was determined by GEOID03.
 LW5205
 LW5205.The dynamic height is computed by dividing the NAVD 88
 LW5205.geopotential number by the normal gravity value computed on the
 LW5205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5205.degrees latitude (g = 980.6199 gals.).
 LW5205
 LW5205.The modeled gravity was interpolated from observed gravity values.
 LW5205
 LW5205;                    North         East    Units  Estimated Accuracy
 LW5205;SPC RI       -    80,310.      108,260.      MT  (+/- 180 meters Scaled)
 LW5205
 LW5205                          SUPERSEDED SURVEY CONTROL
 LW5205
 LW5205.No superseded survey control is available for this station.
 LW5205
 LW5205_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG005310(NAD 83)
 LW5205_MARKER: DJ = TIDAL STATION DISK
 LW5205_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW5205+WITH SETTING: PAVEMENT
 LW5205_SP_SET: PIER DECK
 LW5205_STAMPING: 4000 K 1977
 LW5205_MARK LOGO: NOS   
 LW5205_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5205+STABILITY: SURFACE MOTION
 LW5205
 LW5205  HISTORY     - Date     Condition        Report By
 LW5205  HISTORY     - 1977     MONUMENTED       NOS
 LW5205  HISTORY     - 1984     GOOD             RIGS
 LW5205  HISTORY     - 19950923 GOOD             NOS
 LW5205
 LW5205                          STATION DESCRIPTION
 LW5205
 LW5205'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5205'IN PROVIDENCE.
 LW5205'IN PROVIDENCE, ABOUT 0.1 MILE EAST OF THE JUNCTION OF ALLENS AVENUE
 LW5205'AND BAY STREET AT THE PROMET CORP PIER (FORMERLY STATE PIER NO 1).
 LW5205'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 SOUTHBOUND AND
 LW5205'ALLENS AVENUE (EXIT 19), GO SOUTH ON ALLENS AVENUE FOR 0.3 KM (0.2
 LW5205'MI) TO THE PROMET CORP PIER ON THE LEFT.  THE STATION IS A STANDARD
 LW5205'NOS DISK SET INTO A DRILL HOLE IN A CONCRETE DOCKING PIER 20 METERS
 LW5205'(66.5 FT) SOUTH FROM THE NORTHWEST CORNER OF THE PROMET CORP
 LW5205'BUILDING, 8.8 METERS (29.0 FT) EAST FROM THE MOST SOUTHWEST CORNER OF
 LW5205'THE INSHORE END OF THE PIER, 0.7 METERS (2.0 FT) NORTH FROM THE SOUTH
 LW5205'END OF THE PIER.
 LW5205
 LW5205                          STATION RECOVERY (1995)
 LW5205
 LW5205'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 LW5205'THE BENCH MARK IS SET IN THE SE CORNER OF THE CONCRETE PIER DECK,
 LW5205'LOCATED ON THE PROMET MARINE SERVICE CORPORATION PROPERTY, 20.0 M
 LW5205'(65.6 FT) SOUTH OF THE SE CORNER OF THE PROMET BUILDING, 4.7 M (15.4
 LW5205'FT) SOUTH OF THE TIDE STAFF, AND 1 M (3.3 FT) NORTH OF THE SOUTH FACE
 LW5205'OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4033 ***********************************************************************
 AJ4033  FBN         -  This is a Federal Base Network Control Station.
 AJ4033  DESIGNATION -  845 4000 L TIDAL
 AJ4033  PID         -  AJ4033
 AJ4033  STATE/COUNTY-  RI/PROVIDENCE
 AJ4033  USGS QUAD   -  PROVIDENCE (1975)
 AJ4033
 AJ4033                         *CURRENT SURVEY CONTROL
 AJ4033  ___________________________________________________________________
 AJ4033* NAD 83(1996)-  41 48 27.32137(N)    071 24 11.57243(W)     ADJUSTED  
 AJ4033* NAVD 88     -         3.4    (meters)      11.     (feet)  GPS OBS   
 AJ4033  ___________________________________________________________________
 AJ4033  X           -   1,518,392.802 (meters)                     COMP
 AJ4033  Y           -  -4,512,650.419 (meters)                     COMP
 AJ4033  Z           -   4,229,680.467 (meters)                     COMP
 AJ4033  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 AJ4033  ELLIP HEIGHT-         -26.09  (meters)          (06/22/01) GPS OBS
 AJ4033  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 AJ4033
 AJ4033  HORZ ORDER  -  A
 AJ4033  ELLP ORDER  -  FOURTH    CLASS I
 AJ4033
 AJ4033.The horizontal coordinates were established by GPS observations
 AJ4033.and adjusted by the National Geodetic Survey in June 2001..
 AJ4033
 AJ4033.The orthometric height was determined by GPS observations and a
 AJ4033.high-resolution geoid model.
 AJ4033
 AJ4033.Photographs are available for this station.
 AJ4033
 AJ4033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4033
 AJ4033.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4033
 AJ4033.The ellipsoidal height was determined by GPS observations
 AJ4033.and is referenced to NAD 83.
 AJ4033
 AJ4033.The geoid height was determined by GEOID03.
 AJ4033
 AJ4033;                    North         East     Units Scale Factor Converg.
 AJ4033;SPC RI       -    80,441.722   108,042.808   MT  0.99999455   +0 03 52.3
 AJ4033;SPC RI       -   263,915.88    354,470.45   sFT  0.99999455   +0 03 52.3
 AJ4033;UTM  19      - 4,631,205.307   300,366.420   MT  1.00009044   -1 36 09.3
 AJ4033
 AJ4033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4033!SPC RI       -   1.00000409  x   0.99999455  =   0.99999864
 AJ4033!UTM  19      -   1.00000409  x   1.00009044  =   1.00009453
 AJ4033
 AJ4033                          SUPERSEDED SURVEY CONTROL
 AJ4033
 AJ4033.No superseded survey control is available for this station.
 AJ4033
 AJ4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0036631205(NAD 83)
 AJ4033_MARKER: DJ = TIDAL STATION DISK
 AJ4033_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4033_STAMPING: 4000 L 1986
 AJ4033_MARK LOGO: NOS   
 AJ4033_PROJECTION: PROJECTING 30 CENTIMETERS
 AJ4033_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ4033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4033+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003
 AJ4033
 AJ4033  HISTORY     - Date     Condition        Report By
 AJ4033  HISTORY     - 1986     MONUMENTED       NOS
 AJ4033  HISTORY     - 20000605 GOOD             NGS
 AJ4033  HISTORY     - 20030411 GOOD             NGS
 AJ4033
 AJ4033                          STATION DESCRIPTION
 AJ4033
 AJ4033'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AJ4033'THE STATION IS LOCATED IN PROVIDENCE, ON THE PROPERTY OF THE
 AJ4033'PROMET MARINE SERVICES CORPORATION LOCATED AT 242 ALLENS AVENUE
 AJ4033'(ALT. HIGHWAY 1), ABOUT 0.97 KM (0.60 MI) NORTHEAST OF INTERSTATE
 AJ4033'HIGHWAY 95 EXIT 18 (THURBERS AVENUE), ON THE EAST SIDE OF THE CHAIN
 AJ4033'LINK PROPERTY FENCE ABOUT 0.08 KM (0.05 MI) NORTH OF THE ALLENS
 AJ4033'AVENUE ENTRANCE GATE TO THE PROPERTY.  OWNERSHIP--PROMET
 AJ4033'MARINE SERVICES CORPORATION, CONTACT MR PAUL BAKER OR MR DAVID
 AJ4033'COHEN ONE DAY IN ADVANCE BEFORE OCCUPYING THE STATION, PHONE
 AJ4033'401-467-3730.  TO REACH THE STATION FROM THE NORTH BOUND LANE OF
 AJ4033'INTERSTATE HIGHWAY 95 EXIT 18 (THURBERS AVENUE EXIT), GO
 AJ4033'NORTHEAST ON THE EXIT RAMP FOR 0.48 KM (0.30 MI) TO ITS END AT THE
 AJ4033'T-JUNCTION OF ALLENS AVENUE (ALT.  HIGHWAY 1), TURN LEFT, NORTH ON
 AJ4033'ALLENS AVENUE FOR 0.64 KM (0.40 MI) TO THE ENTRANCE GATE OF PROMET
 AJ4033'MARINE SERVICES ON THE RIGHT (AT SIGN--242 PROMET MARINE SERVICES
 AJ4033'CORP), TURN RIGHT, EAST AND PASS THROUGH THE GATE, TURN LEFT,
 AJ4033'NORTH ALONG THE GROUNDS PASSING THE TRUCK SCALES ON THE LEFT
 AJ4033'FOR 0.08 KM (0.05 MI) TO A LOCKED GATE AND THE STATION ON THE LEFT,
 AJ4033'NORTH OF THE NORTH GATE POST.  THE STATION IS AN NOS TIDAL STATION
 AJ4033'BENCH MARK DISK CRIMPED TO THE TOP OF A STAINLESS STEEL ROD,
 AJ4033'ENCASED IN A 15 CM PVC PIPE PROJECTING ABOUT 0.3 M (1.0 FT) ABOVE THE
 AJ4033'GROUND, SURROUNDED BY CONCRETE, WITH A PVC CAP. LOCATED 48.47 M
 AJ4033'(159.02 FT) NORTH OF THE NORTHWEST CORNER OF THE TRUCK SCALES,
 AJ4033'0.73 M (2.40 FT) NORTHEAST OF THE NORTH GATE POST OF THE FENCE AND
 AJ4033'0.46 M (1.51 FT) NORTHEST OF A FIBERGLASS WITNESS POST SET IN THE
 AJ4033'FENCE LINE.
 AJ4033'
 AJ4033
 AJ4033                          STATION RECOVERY (2003)
 AJ4033
 AJ4033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 AJ4033'RECOVERED AS DESCRIBED.  NOTE--THE ROD DEPTH IS UNKNOWN.  THIS IS A
 AJ4033'CANDIDATE FOR
 AJ4033'FEDERAL BASE NETWORK CONTROL.
 AJ4033' 
 AJ4033' 
 AJ4033' 
 AJ4033'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0152 ***********************************************************************
 LW0152  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0152  DESIGNATION -  845 4000 TIDAL 10
 LW0152  PID         -  LW0152
 LW0152  STATE/COUNTY-  RI/PROVIDENCE
 LW0152  USGS QUAD   -  PROVIDENCE (1975)
 LW0152
 LW0152                         *CURRENT SURVEY CONTROL
 LW0152  ___________________________________________________________________
 LW0152* NAD 83(1986)-  41 48 25.     (N)    071 24 05.     (W)     SCALED    
 LW0152* NAVD 88     -         2.462  (meters)       8.08   (feet)  ADJUSTED  
 LW0152  ___________________________________________________________________
 LW0152  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW0152  DYNAMIC HT  -           2.461 (meters)       8.07  (feet)  COMP
 LW0152  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 LW0152
 LW0152  VERT ORDER  -  FIRST     CLASS I
 LW0152
 LW0152.The horizontal coordinates were scaled from a topographic map and have
 LW0152.an estimated accuracy of +/- 6 seconds.
 LW0152
 LW0152.The orthometric height was determined by differential leveling
 LW0152.and adjusted by the National Geodetic Survey in June 1991..
 LW0152
 LW0152.This Tidal Bench Mark is designated as VM 231
 LW0152.by the Center for Operational Oceanographic Products and Services.
 LW0152
 LW0152.The geoid height was determined by GEOID03.
 LW0152
 LW0152.The dynamic height is computed by dividing the NAVD 88
 LW0152.geopotential number by the normal gravity value computed on the
 LW0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0152.degrees latitude (g = 980.6199 gals.).
 LW0152
 LW0152.The modeled gravity was interpolated from observed gravity values.
 LW0152
 LW0152;                    North         East    Units  Estimated Accuracy
 LW0152;SPC RI       -    80,370.      108,200.      MT  (+/- 180 meters Scaled)
 LW0152
 LW0152                          SUPERSEDED SURVEY CONTROL
 LW0152
 LW0152  NGVD 29 (??/??/92)    2.727  (m)            8.95   (f) ADJ UNCH    1 1
 LW0152
 LW0152.Superseded values are not recommended for survey control.
 LW0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0152.See file dsdata.txt to determine how the superseded data were derived.
 LW0152
 LW0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG005311(NAD 83)
 LW0152_MARKER: DJ = TIDAL STATION DISK
 LW0152_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LW0152_SP_SET: BULKHEAD EXTENSION
 LW0152_STAMPING: 10 1938
 LW0152_MARK LOGO: CGS   
 LW0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0152+STABILITY: SURFACE MOTION
 LW0152
 LW0152  HISTORY     - Date     Condition        Report By
 LW0152  HISTORY     - 1938     MONUMENTED       CGS
 LW0152  HISTORY     - 1965     GOOD             NGS
 LW0152  HISTORY     - 1984     GOOD             RIGS
 LW0152  HISTORY     - 19950923 GOOD             NOS
 LW0152
 LW0152                          STATION DESCRIPTION
 LW0152
 LW0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0152'AT PROVIDENCE.
 LW0152'AT PROVIDENCE, ABOUT 0.1 MILE EAST OF THE JUNCTION OF ALLENS
 LW0152'AVENUE AND BAY STREET, AT STATE PIER NO. 1, SET ON THE TOP OF
 LW0152'A CONCRETE WALL WHICH PROJECTS WEST ON A LINE WITH THE NORTH
 LW0152'SIDE OF A PIER, 105 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LW0152'PIER WAREHOUSE, 1.7 FEET EAST OF THE WEST END OF THE WALL, 1.2
 LW0152'FEET NORTH OF THE SOUTH EDGE OF THE WALL AND ABOUT LEVEL WITH
 LW0152'THE PIER.  NOTE-- STATE PIER NO. 1
 LW0152
 LW0152                          STATION RECOVERY (1984)
 LW0152
 LW0152'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW0152'RECOVERED IN GOOD CONDITION EXCEPT STATE PIER NO 1 HAS BEEN LEASED TO
 LW0152'THE PROMET CORP.
 LW0152
 LW0152                          STATION RECOVERY (1995)
 LW0152
 LW0152'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 LW0152'THE BENCH MARK IS SET IN THE CONCRETE EXTENSION OF A PIER LOCATED ON
 LW0152'THE PROMET MARINE SERVICE PROPERTY, 32 M (105.0 FT) NW OF THE NW
 LW0152'CORNER OF THE PROMET OFFICE, 23.6 M (77.4 FT) WEST OF THE INSHORE END
 LW0152'OF PIER, AND 9.0 M (29.5 FT) NORTH OF THE EXTENDED CENTERLINE OF THE
 LW0152'PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0149 ***********************************************************************
 LW0149  DESIGNATION -  845 4000 TIDAL 11
 LW0149  PID         -  LW0149
 LW0149  STATE/COUNTY-  RI/PROVIDENCE
 LW0149  USGS QUAD   -  PROVIDENCE (1975)
 LW0149
 LW0149                         *CURRENT SURVEY CONTROL
 LW0149  ___________________________________________________________________
 LW0149* NAD 83(1986)-  41 48 22.     (N)    071 24 10.     (W)     SCALED    
 LW0149* NAVD 88     -         3.933  (meters)      12.90   (feet)  POSTED    
 LW0149  ___________________________________________________________________
 LW0149  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW0149  DYNAMIC HT  -           3.930 (meters)      12.89  (feet)  COMP
 LW0149  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 LW0149
 LW0149  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LW0149
 LW0149.The horizontal coordinates were scaled from a topographic map and have
 LW0149.an estimated accuracy of +/- 6 seconds.
 LW0149
 LW0149.The orthometric height was determined by differential leveling
 LW0149.and adjusted by the National Geodetic Survey in 1992..
 LW0149.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LW0149.rate of 1.1 thru 2.0 mm/km.
 LW0149
 LW0149.The geoid height was determined by GEOID03.
 LW0149
 LW0149.The dynamic height is computed by dividing the NAVD 88
 LW0149.geopotential number by the normal gravity value computed on the
 LW0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0149.degrees latitude (g = 980.6199 gals.).
 LW0149
 LW0149.The modeled gravity was interpolated from observed gravity values.
 LW0149
 LW0149;                    North         East    Units  Estimated Accuracy
 LW0149;SPC RI       -    80,280.      108,080.      MT  (+/- 180 meters Scaled)
 LW0149
 LW0149                          SUPERSEDED SURVEY CONTROL
 LW0149
 LW0149  NGVD 29 (??/??/92)    4.180  (m)           13.71   (f) ADJ UNCH    1 1
 LW0149
 LW0149.Superseded values are not recommended for survey control.
 LW0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0149.See file dsdata.txt to determine how the superseded data were derived.
 LW0149
 LW0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG003310(NAD 83)
 LW0149_MARKER: DJ = TIDAL STATION DISK
 LW0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0149_SP_SET: GATE POST BASE
 LW0149_STAMPING: 11 1938
 LW0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0149
 LW0149  HISTORY     - Date     Condition        Report By
 LW0149  HISTORY     - 1938     MONUMENTED       CGS
 LW0149  HISTORY     - 1965     GOOD             NGS
 LW0149
 LW0149                          STATION DESCRIPTION
 LW0149
 LW0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0149'AT PROVIDENCE.
 LW0149'AT PROVIDENCE, AT THE JUNCTION OF ALLENS AVENUE AND BAY STREET,
 LW0149'NEAR ENTRANCE DRIVE TO STATE PIER NO. 1, SET ON THE TOP OF CONCRETE
 LW0149'BASE OF POST SUPPORTING GATE AT ENTRANCE DRIVE, 25 1/2 FEET
 LW0149'EAST OF THE EAST CURB OF ALLENS AVENUE, 112 FEET SOUTH OF THE
 LW0149'EXTENDED CENTER LINE OF BAY STREET, 14 FEET SOUTH OF THE CENTER
 LW0149'LINE OF DRIVEWAY TO PIER, 1 FOOT ABOVE THE LEVEL OF THE AVENUE
 LW0149'AND ABOUT LEVEL WITH THE DRIVE TO PIER.  NOTE-- STATE PIER
 LW0149'NO. 1.  NOTE-- MARK IS SOLID BUT CONCRETE IS CRUMBLING AT
 LW0149'CORNER OF POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0148 ***********************************************************************
 LW0148  DESIGNATION -  845 4000 TIDAL 12
 LW0148  PID         -  LW0148
 LW0148  STATE/COUNTY-  RI/PROVIDENCE
 LW0148  USGS QUAD   -  PROVIDENCE (1975)
 LW0148
 LW0148                         *CURRENT SURVEY CONTROL
 LW0148  ___________________________________________________________________
 LW0148* NAD 83(1986)-  41 48 22.     (N)    071 24 10.     (W)     SCALED    
 LW0148* NAVD 88     -         5.043  (meters)      16.55   (feet)  POSTED    
 LW0148  ___________________________________________________________________
 LW0148  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW0148  DYNAMIC HT  -           5.040 (meters)      16.54  (feet)  COMP
 LW0148  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 LW0148
 LW0148  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LW0148
 LW0148.The horizontal coordinates were scaled from a topographic map and have
 LW0148.an estimated accuracy of +/- 6 seconds.
 LW0148
 LW0148.The orthometric height was determined by differential leveling
 LW0148.and adjusted by the National Geodetic Survey in 1992..
 LW0148.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LW0148.rate of 0.0 thru 1.0 mm/km.
 LW0148
 LW0148.The geoid height was determined by GEOID03.
 LW0148
 LW0148.The dynamic height is computed by dividing the NAVD 88
 LW0148.geopotential number by the normal gravity value computed on the
 LW0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0148.degrees latitude (g = 980.6199 gals.).
 LW0148
 LW0148.The modeled gravity was interpolated from observed gravity values.
 LW0148
 LW0148;                    North         East    Units  Estimated Accuracy
 LW0148;SPC RI       -    80,280.      108,080.      MT  (+/- 180 meters Scaled)
 LW0148
 LW0148                          SUPERSEDED SURVEY CONTROL
 LW0148
 LW0148  NGVD 29 (??/??/92)    5.291  (m)           17.36   (f) ADJ UNCH    1 1
 LW0148
 LW0148.Superseded values are not recommended for survey control.
 LW0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0148.See file dsdata.txt to determine how the superseded data were derived.
 LW0148
 LW0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG003310(NAD 83)
 LW0148_MARKER: DJ = TIDAL STATION DISK
 LW0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0148_SP_SET: BUILDING
 LW0148_STAMPING: NO 12 1957
 LW0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0148
 LW0148  HISTORY     - Date     Condition        Report By
 LW0148  HISTORY     - 1957     MONUMENTED       CGS
 LW0148  HISTORY     - 1965     GOOD             NGS
 LW0148
 LW0148                          STATION DESCRIPTION
 LW0148
 LW0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0148'AT PROVIDENCE.
 LW0148'AT PROVIDENCE, AT THE JUNCTION OF ALLENS AVENUE AND SHERBURNE
 LW0148'STREET, ABOUT 50 YARDS NORTH OF THE JUNCTION OF A DRIVEWAY
 LW0148'LEADING EAST TO STATE PIER NO. 1, SET IN THE TOP OF A CONCRETE
 LW0148'WALL AT THE TOP OF STEPS TO AN OLD BUILDING, 73 FEET SOUTH OF
 LW0148'THE SOUTHEAST CORNER OF THE J.U. STARKWEATHER CHEMICAL COMPANY
 LW0148'BUILDING, 38 FEET WEST OF THE WEST CURB LINE OF ALLENS AVENUE,
 LW0148'49 FEET NORTH OF THE CENTER LINE OF SHERBURNE STREET, 1.6 FEET
 LW0148'NORTH OF THE SOUTH END OF THE WALL AND 2 1/2 FEET ABOVE THE
 LW0148'LEVEL OF THE AVENUE.  NOTE-- STATE PIER NO. 1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0150 ***********************************************************************
 LW0150  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0150  DESIGNATION -  845 4000 TIDAL 6 RESET
 LW0150  PID         -  LW0150
 LW0150  STATE/COUNTY-  RI/PROVIDENCE
 LW0150  USGS QUAD   -  PROVIDENCE (1975)
 LW0150
 LW0150                         *CURRENT SURVEY CONTROL
 LW0150  ___________________________________________________________________
 LW0150* NAD 83(1986)-  41 48 24.     (N)    071 24 03.     (W)     SCALED    
 LW0150* NAVD 88     -         2.68   (meters)       8.8    (feet)  N HEIGHT  
 LW0150  ___________________________________________________________________
 LW0150  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW0150  DYNAMIC HT  -           2.68  (meters)       8.8   (feet)  COMP
 LW0150  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 LW0150
 LW0150  VERT ORDER  -  THIRD
 LW0150
 LW0150.The horizontal coordinates were scaled from a topographic map and have
 LW0150.an estimated accuracy of +/- 6 seconds.
 LW0150
 LW0150.The orthometric height was determined by differential leveling
 LW0150.and adjusted by the National Geodetic Survey in December 2000..
 LW0150.The height was determined by precise leveling from only one NSRS
 LW0150.bench mark.  This was not adequate "tie leveling" to NSRS and was
 LW0150.allowed ONLY to validate the GPS-derived height.
 LW0150
 LW0150.This Tidal Bench Mark is designated as VM 229
 LW0150.by the Center for Operational Oceanographic Products and Services.
 LW0150
 LW0150.The geoid height was determined by GEOID03.
 LW0150
 LW0150.The dynamic height is computed by dividing the NAVD 88
 LW0150.geopotential number by the normal gravity value computed on the
 LW0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0150.degrees latitude (g = 980.6199 gals.).
 LW0150
 LW0150.The modeled gravity was interpolated from observed gravity values.
 LW0150
 LW0150;                    North         East    Units  Estimated Accuracy
 LW0150;SPC RI       -    80,340.      108,240.      MT  (+/- 180 meters Scaled)
 LW0150
 LW0150                          SUPERSEDED SURVEY CONTROL
 LW0150
 LW0150  NAVD 88 (06/15/91)    2.671  (m)            8.76   (f) UNKNOWN     1 1
 LW0150  NGVD 29 (??/??/92)    2.917  (m)            9.57   (f) ADJ UNCH    1 1
 LW0150
 LW0150.Superseded values are not recommended for survey control.
 LW0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0150.See file dsdata.txt to determine how the superseded data were derived.
 LW0150
 LW0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG005310(NAD 83)
 LW0150_MARKER: DJ = TIDAL STATION DISK
 LW0150_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW0150+WITH SETTING: PAVEMENT
 LW0150_SP_SET: DECK
 LW0150_STAMPING: NO 6 RESET 1930
 LW0150_MARK LOGO: CGS   
 LW0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0150+STABILITY: SURFACE MOTION
 LW0150
 LW0150  HISTORY     - Date     Condition        Report By
 LW0150  HISTORY     - 1930     MONUMENTED       CGS
 LW0150  HISTORY     - 1965     GOOD             CGS
 LW0150  HISTORY     - 1984     GOOD             RIGS
 LW0150  HISTORY     - 19950922 GOOD             NOS
 LW0150  HISTORY     - 20010713 GOOD             NOS
 LW0150
 LW0150                          STATION DESCRIPTION
 LW0150
 LW0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0150'AT PROVIDENCE.
 LW0150'AT PROVIDENCE, ABOUT 0.1 MILE EAST OF THE JUNCTION OF ALLENS
 LW0150'AVENUE AND BAY STREET, AT STATE PIER NO. 1, ON THE TOP OF A
 LW0150'2-FOOT WIDE WALL AT THE WEST END OF THE PIER, 29 FEET WEST OF THE
 LW0150'SOUTHWEST CORNER OF THE PIER WAREHOUSE, 20 FEET SOUTH OF THE
 LW0150'SOUTH EDGE OF A LOADING PIT, DIRECTLY IN LINE WITH THE SOUTH
 LW0150'EDGE OF PIER AND LEVEL WITH THE PIER.  TIDAL STATION 13, RHODE
 LW0150'ISLAND, PROVIDENCE, (STATE PIER NO. 1)
 LW0150
 LW0150                          STATION RECOVERY (1984)
 LW0150
 LW0150'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW0150'RECOVERED IN GOOD CONDITION EXCEPT STATE PIER NO 1 HAS BEEN LEASED BY
 LW0150'THE PROMET CORP.
 LW0150
 LW0150                          STATION RECOVERY (1995)
 LW0150
 LW0150'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 LW0150'THE BENCH MARK IS SET IN THE CONCRETE RETAINING WALL AT THE INSHORE
 LW0150'END OF A PIER, LOCATED IN THE VICINITY OF THE PROMET CORPORATION
 LW0150'MARINE SERVICES BUILDING, 9 M (29.5 FT) WEST OF THE SW CORNER OF THE
 LW0150'PROMET BUILDING, 4 M (13.1 FT) EAST OF A FIRE MAIN, AND 1.1 M (3.6 FT)
 LW0150'SOUTH OF A 10-INCH DIAMETER STEAM MAIN.
 LW0150
 LW0150                          STATION RECOVERY (2001)
 LW0150
 LW0150'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (KLD)
 LW0150'AT PROVIDENCE, NEAR THE JUNCTION OF ALLENS AVENUE AND BAY STREET, THE
 LW0150'PRIMARY BENCH MARK IS SET IN THE CONCRETE DECK AT THE ONSHORE END OF
 LW0150'THE PIER, LOCATED IN THE VICINITY OF THE PROMET MARINE SERVICES
 LW0150'BUILDING, 9.00 M (29.53 FT) WEST OF THE SW CORNER OF THE BUILDING,
 LW0150'4.10 M (13.45 FT) EAST OF A FIRE MAIN, AND 1.10 M (3.61 FT) SOUTH OF A
 LW0150'10-INCH STEAM MAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0153 ***********************************************************************
 LW0153  DESIGNATION -  845 4000 TIDAL 8
 LW0153  PID         -  LW0153
 LW0153  STATE/COUNTY-  RI/PROVIDENCE
 LW0153  USGS QUAD   -  PROVIDENCE (1975)
 LW0153
 LW0153                         *CURRENT SURVEY CONTROL
 LW0153  ___________________________________________________________________
 LW0153* NAD 83(1986)-  41 48 28.     (N)    071 24 09.     (W)     SCALED    
 LW0153* NAVD 88     -         3.324  (meters)      10.91   (feet)  POSTED    
 LW0153  ___________________________________________________________________
 LW0153  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW0153  DYNAMIC HT  -           3.320 (meters)      10.89  (feet)  COMP
 LW0153  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 LW0153
 LW0153  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LW0153
 LW0153.The horizontal coordinates were scaled from a topographic map and have
 LW0153.an estimated accuracy of +/- 6 seconds.
 LW0153
 LW0153.The orthometric height was determined by differential leveling
 LW0153.and adjusted by the National Geodetic Survey in 1992..
 LW0153.No vertical observational check was made to the station.
 LW0153.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LW0153.was located on a no-check spur therefore a value was not computed.
 LW0153
 LW0153.The geoid height was determined by GEOID03.
 LW0153
 LW0153.The dynamic height is computed by dividing the NAVD 88
 LW0153.geopotential number by the normal gravity value computed on the
 LW0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0153.degrees latitude (g = 980.6199 gals.).
 LW0153
 LW0153.The modeled gravity was interpolated from observed gravity values.
 LW0153
 LW0153;                    North         East    Units  Estimated Accuracy
 LW0153;SPC RI       -    80,460.      108,100.      MT  (+/- 180 meters Scaled)
 LW0153
 LW0153                          SUPERSEDED SURVEY CONTROL
 LW0153
 LW0153  NGVD 29 (??/??/92)    3.570  (m)           11.71   (f) ADJ UNCH    1 1
 LW0153
 LW0153.Superseded values are not recommended for survey control.
 LW0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0153.See file dsdata.txt to determine how the superseded data were derived.
 LW0153
 LW0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG004312(NAD 83)
 LW0153_MARKER: DJ = TIDAL STATION DISK
 LW0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0153_SP_SET: CONCRETE WALL
 LW0153_STAMPING: NO 8 1930
 LW0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0153
 LW0153  HISTORY     - Date     Condition        Report By
 LW0153  HISTORY     - 1930     MONUMENTED       CGS
 LW0153  HISTORY     - 1965     GOOD             NGS
 LW0153
 LW0153                          STATION DESCRIPTION
 LW0153
 LW0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0153'AT PROVIDENCE.
 LW0153'AT PROVIDENCE, ABOUT 120 YARDS NORTHEAST OF THE JUNCTION OF ALLENS
 LW0153'AVENUE AND O CONNEL STREET, SET VERTICALLY IN THE SOUTH FACE OF
 LW0153'THE EAST ONE OF AN 8-FOOT HIGH CONCRETE WALL AROUND THE CITY
 LW0153'TIRE COMPANY STORAGE FUEL TANKS, ABOUT 138 YARDS NORTH OF THE
 LW0153'DRIVE LEADING EAST TO STATE PIER NO. 1, 0.6 FOOT EAST OF THE
 LW0153'CORNER OF WALL, 2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT
 LW0153'LEVEL WITH THE AVENUE.  NOTE-- STATE PIER NO. 1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0154 ***********************************************************************
 LW0154  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0154  DESIGNATION -  845 4000 TIDAL 9
 LW0154  PID         -  LW0154
 LW0154  STATE/COUNTY-  RI/PROVIDENCE
 LW0154  USGS QUAD   -  PROVIDENCE (1975)
 LW0154
 LW0154                         *CURRENT SURVEY CONTROL
 LW0154  ___________________________________________________________________
 LW0154* NAD 83(1986)-  41 48 26.     (N)    071 23 55.     (W)     SCALED    
 LW0154* NAVD 88     -         2.66   (meters)       8.7    (feet)  N HEIGHT  
 LW0154  ___________________________________________________________________
 LW0154  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW0154  DYNAMIC HT  -           2.66  (meters)       8.7   (feet)  COMP
 LW0154  MODELED GRAV-     980,317.6   (mgal)                       NAVD 88
 LW0154
 LW0154  VERT ORDER  -  THIRD
 LW0154
 LW0154.The horizontal coordinates were scaled from a topographic map and have
 LW0154.an estimated accuracy of +/- 6 seconds.
 LW0154
 LW0154.The orthometric height was determined by differential leveling
 LW0154.and adjusted by the National Geodetic Survey in December 2000..
 LW0154.No vertical observational check was made to the station.
 LW0154.The height was determined by precise leveling from only one NSRS
 LW0154.bench mark.  This was not adequate "tie leveling" to NSRS and was
 LW0154.allowed ONLY to validate the GPS-derived height.
 LW0154
 LW0154.This Tidal Bench Mark is designated as VM 230
 LW0154.by the Center for Operational Oceanographic Products and Services.
 LW0154
 LW0154.The geoid height was determined by GEOID03.
 LW0154
 LW0154.The dynamic height is computed by dividing the NAVD 88
 LW0154.geopotential number by the normal gravity value computed on the
 LW0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0154.degrees latitude (g = 980.6199 gals.).
 LW0154
 LW0154.The modeled gravity was interpolated from observed gravity values.
 LW0154
 LW0154;                    North         East    Units  Estimated Accuracy
 LW0154;SPC RI       -    80,400.      108,430.      MT  (+/- 180 meters Scaled)
 LW0154
 LW0154                          SUPERSEDED SURVEY CONTROL
 LW0154
 LW0154.No superseded survey control is available for this station.
 LW0154
 LW0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG007311(NAD 83)
 LW0154_MARKER: DJ = TIDAL STATION DISK
 LW0154_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW0154+WITH SETTING: PAVEMENT
 LW0154_SP_SET: PIER DECK
 LW0154_STAMPING: 9 1938
 LW0154_MARK LOGO: CGS   
 LW0154_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0154+STABILITY: SURFACE MOTION
 LW0154
 LW0154  HISTORY     - Date     Condition        Report By
 LW0154  HISTORY     - 1938     MONUMENTED       CGS
 LW0154  HISTORY     - 1965     GOOD             NGS
 LW0154  HISTORY     - 19950923 GOOD             NOS
 LW0154  HISTORY     - 20010713 GOOD             NOS
 LW0154
 LW0154                          STATION DESCRIPTION
 LW0154
 LW0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0154'AT PROVIDENCE.
 LW0154'AT PROVIDENCE, AT THE STATE PIER NO. 1, SET IN THE TOP OF THE
 LW0154'CONCRETE FLOOR OF STATE PIER NO. 1, 2 1/2 FEET WEST OF THE MOST
 LW0154'EASTERLY MOORING BITT ON THE SOUTH SIDE OF THE PIER AND ABOUT 6
 LW0154'INCHES NORTH OF THE SOUTH CAP LOG.  NOTE-- NOT LEVELED OVER THIS
 LW0154'YEAR BY THIS PARTY.  THERE IS A 6 INCH PIPE WITH A LARGE COUPLING
 LW0154'DIRECTLY OVER THE MARK.  UNABLE TO HOLD ROD OR TAPE ON DISK.
 LW0154'NOTE-- STATE PIER NO. 1
 LW0154
 LW0154                          STATION RECOVERY (1995)
 LW0154
 LW0154'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 LW0154'THE BENCH MARK IS SET IN THE SE END OF THE CONCRETE PIER DECK, LOCATED
 LW0154'ON THE PROMET MARINE SERVICES PROPERTY, 23.6 M (77.4 FT) SW OF THE
 LW0154'RETANGULAR FLOOD LIGHT TOWER, 0.8 M (2.6 FT) WEST OF THE EASTERLY
 LW0154'MOORING BITT, AND 0.2 M (0.7 FT) NORTH OF THE SOUTH CAP LOG.
 LW0154
 LW0154                          STATION RECOVERY (2001)
 LW0154
 LW0154'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (KLD)
 LW0154'IN PROVIDENCE, NEAR THE JUNCTION OF ALLENS AVENUE AND BAY STREET, THE
 LW0154'BENCH MARK IS SET IN THE CONCRETE PIER DECK, LOCATED IN THE VICINITY
 LW0154'OF THE EXTREME SE END OF THE PROMET MARINE SERVICES PIER, 23.60 M
 LW0154'(77.43 FT) SW OF THE RECTANGULAR FLOOD LIGHT TOWER, 0.80 M (2.62 FT)
 LW0154'WEST OF THE EASTERLY MOORING BIT, AND 0.20 M (0.66 FT) NORTH OF THE
 LW0154'SOUTH CAP LOG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0115 ***********************************************************************
 LW0115  DESIGNATION -  845 4578 TIDAL 5
 LW0115  PID         -  LW0115
 LW0115  STATE/COUNTY-  RI/KENT
 LW0115  USGS QUAD   -  EAST GREENWICH (1975)
 LW0115
 LW0115                         *CURRENT SURVEY CONTROL
 LW0115  ___________________________________________________________________
 LW0115* NAD 83(1986)-  41 39 49.     (N)    071 26 43.     (W)     SCALED    
 LW0115* NAVD 88     -         7.888  (meters)      25.88   (feet)  ADJUSTED  
 LW0115  ___________________________________________________________________
 LW0115  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW0115  DYNAMIC HT  -           7.885 (meters)      25.87  (feet)  COMP
 LW0115  MODELED GRAV-     980,289.4   (mgal)                       NAVD 88
 LW0115
 LW0115  VERT ORDER  -  FIRST     CLASS I
 LW0115
 LW0115.The horizontal coordinates were scaled from a topographic map and have
 LW0115.an estimated accuracy of +/- 6 seconds.
 LW0115
 LW0115.The orthometric height was determined by differential leveling
 LW0115.and adjusted by the National Geodetic Survey in June 1991..
 LW0115
 LW0115.The geoid height was determined by GEOID03.
 LW0115
 LW0115.The dynamic height is computed by dividing the NAVD 88
 LW0115.geopotential number by the normal gravity value computed on the
 LW0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0115.degrees latitude (g = 980.6199 gals.).
 LW0115
 LW0115.The modeled gravity was interpolated from observed gravity values.
 LW0115
 LW0115;                    North         East    Units  Estimated Accuracy
 LW0115;SPC RI       -    64,450.      104,560.      MT  (+/- 180 meters Scaled)
 LW0115
 LW0115                          SUPERSEDED SURVEY CONTROL
 LW0115
 LW0115  NGVD 29 (??/??/92)    8.148  (m)           26.73   (f) ADJ UNCH    1 1
 LW0115
 LW0115.Superseded values are not recommended for survey control.
 LW0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0115.See file dsdata.txt to determine how the superseded data were derived.
 LW0115
 LW0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG964153(NAD 83)
 LW0115_MARKER: DJ = TIDAL STATION DISK
 LW0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0115_SP_SET: STONE FOUNDATION
 LW0115_STAMPING: ELEV 26.808 FT TIDAL 5
 LW0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0115
 LW0115  HISTORY     - Date     Condition        Report By
 LW0115  HISTORY     - UNK      MONUMENTED       CGS
 LW0115  HISTORY     - 1965     GOOD             NGS
 LW0115
 LW0115                          STATION DESCRIPTION
 LW0115
 LW0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0115'AT EAST GREENWICH.
 LW0115'AT EAST GREENWICH, 0.2 MILE EAST ALONG DIVISION STREET FROM THE
 LW0115'EAST GREENWICH POST OFFICE, AT THE CROSSING OF DIVISION STREET
 LW0115'AND THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, SET VERTICALLY
 LW0115'IN THE EAST STONE FACE OF THE STONE FOUNDATION OF A LARGE ONE
 LW0115'STORY BRICK BUILDING, 110 FEET EAST OF THE EAST RAIL 30 FEET
 LW0115'NORTH OF THE CENTER LINE OF DIVISION STREET, 4.9 FEET NORTH OF THE
 LW0115'SOUTHEAST CORNER OF THE BUILDING AND 2 FEET ABOVE THE LEVEL OF
 LW0115'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0117 ***********************************************************************
 LW0117  DESIGNATION -  845 4578 TIDAL 6
 LW0117  PID         -  LW0117
 LW0117  STATE/COUNTY-  RI/KENT
 LW0117  USGS QUAD   -  EAST GREENWICH (1975)
 LW0117
 LW0117                         *CURRENT SURVEY CONTROL
 LW0117  ___________________________________________________________________
 LW0117* NAD 83(1986)-  41 39 44.     (N)    071 26 48.     (W)     SCALED    
 LW0117* NAVD 88     -         8.955  (meters)      29.38   (feet)  ADJUSTED  
 LW0117  ___________________________________________________________________
 LW0117  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW0117  DYNAMIC HT  -           8.952 (meters)      29.37  (feet)  COMP
 LW0117  MODELED GRAV-     980,289.1   (mgal)                       NAVD 88
 LW0117
 LW0117  VERT ORDER  -  FIRST     CLASS I
 LW0117
 LW0117.The horizontal coordinates were scaled from a topographic map and have
 LW0117.an estimated accuracy of +/- 6 seconds.
 LW0117
 LW0117.The orthometric height was determined by differential leveling
 LW0117.and adjusted by the National Geodetic Survey in June 1991..
 LW0117
 LW0117.The geoid height was determined by GEOID03.
 LW0117
 LW0117.The dynamic height is computed by dividing the NAVD 88
 LW0117.geopotential number by the normal gravity value computed on the
 LW0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0117.degrees latitude (g = 980.6199 gals.).
 LW0117
 LW0117.The modeled gravity was interpolated from observed gravity values.
 LW0117
 LW0117;                    North         East    Units  Estimated Accuracy
 LW0117;SPC RI       -    64,290.      104,440.      MT  (+/- 180 meters Scaled)
 LW0117
 LW0117                          SUPERSEDED SURVEY CONTROL
 LW0117
 LW0117  NGVD 29 (??/??/92)    9.215  (m)           30.23   (f) ADJ UNCH    1 1
 LW0117
 LW0117.Superseded values are not recommended for survey control.
 LW0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0117.See file dsdata.txt to determine how the superseded data were derived.
 LW0117
 LW0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG962151(NAD 83)
 LW0117_MARKER: DJ = TIDAL STATION DISK
 LW0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0117_SP_SET: SIGNAL BASE
 LW0117_STAMPING: NO 6 1950
 LW0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0117
 LW0117  HISTORY     - Date     Condition        Report By
 LW0117  HISTORY     - 1950     MONUMENTED       CGS
 LW0117  HISTORY     - 1965     GOOD             NGS
 LW0117
 LW0117                          STATION DESCRIPTION
 LW0117
 LW0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0117'AT EAST GREENWICH.
 LW0117'AT EAST GREENWICH, ABOUT 0.2 MILE EAST ALONG DIVISION STREET
 LW0117'FROM THE POST OFFICE AT EAST GREENWICH, THENCE 0.1 MILE
 LW0117'SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, ABOUT
 LW0117'3 1/2 RAILS SOUTH OF MILEPOST B 57 -, 86 1/2 FEET NORTH OF THE
 LW0117'NORTH END OF THE WEST GUARD RAIL OF THE RAILROAD OVERPASS OVER
 LW0117'KING STREET, SET IN THE TOP OF AN OLD ABANDONED SIGNAL BASE,
 LW0117'5.7 FEET WEST OF THE WEST RAIL AND ABOUT 1 FOOT BELOW THE LEVEL
 LW0117'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5653 ***********************************************************************
 LW5653  DESIGNATION -  845 5131 TIDAL 1
 LW5653  PID         -  LW5653
 LW5653  STATE/COUNTY-  RI/WASHINGTON
 LW5653  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW5653
 LW5653                         *CURRENT SURVEY CONTROL
 LW5653  ___________________________________________________________________
 LW5653* NAD 83(1986)-  41 25 18.     (N)    071 29 40.     (W)     SCALED    
 LW5653* NAVD 88     -         1.518  (meters)       4.98   (feet)  ADJUSTED  
 LW5653  ___________________________________________________________________
 LW5653  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LW5653  DYNAMIC HT  -           1.517 (meters)       4.98  (feet)  COMP
 LW5653  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LW5653
 LW5653  VERT ORDER  -  SECOND    CLASS II
 LW5653
 LW5653.The horizontal coordinates were scaled from a topographic map and have
 LW5653.an estimated accuracy of +/- 6 seconds.
 LW5653
 LW5653.The orthometric height was determined by differential leveling
 LW5653.and adjusted by the National Geodetic Survey in April 1995..
 LW5653
 LW5653.The geoid height was determined by GEOID03.
 LW5653
 LW5653.The dynamic height is computed by dividing the NAVD 88
 LW5653.geopotential number by the normal gravity value computed on the
 LW5653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5653.degrees latitude (g = 980.6199 gals.).
 LW5653
 LW5653.The modeled gravity was interpolated from observed gravity values.
 LW5653
 LW5653;                    North         East    Units  Estimated Accuracy
 LW5653;SPC RI       -    37,580.      100,460.      MT  (+/- 180 meters Scaled)
 LW5653
 LW5653                          SUPERSEDED SURVEY CONTROL
 LW5653
 LW5653.No superseded survey control is available for this station.
 LW5653
 LW5653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF915885(NAD 83)
 LW5653_MARKER: DJ = TIDAL STATION DISK
 LW5653_SETTING: 80 = SET IN A BOULDER
 LW5653_SP_SET: BOULDER
 LW5653_STAMPING: BM NO 1 1948
 LW5653_MARK LOGO: CGS   
 LW5653_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5653+STABILITY: SURFACE MOTION
 LW5653
 LW5653  HISTORY     - Date     Condition        Report By
 LW5653  HISTORY     - 1948     MONUMENTED       CGS
 LW5653  HISTORY     - 19860606 GOOD             RIGS
 LW5653
 LW5653                          STATION DESCRIPTION
 LW5653
 LW5653'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5653'THE MARK IS LOCATED NEAR THE NORTH END OF POINT JUDITH POND AND ABOUT
 LW5653'1.5 KM (0.95 MI) SOUTH OF WAKEFIELD.  TO REACH THE MARK FROM THE
 LW5653'JUNCTION OF WOODRUFF AVENUE, SOUTH PIER ROAD, AND POINT JUDITH ROAD
 LW5653'(STATE HIGHWAY 108), GO SOUTH FOR 0.88 KM (0.55 MI) ON POINT JUDITH
 LW5653'ROAD TO WANDSWORTH ROAD ON THE RIGHT, TURN RIGHT AND GO WEST FOR 0.95
 LW5653'KM (0.60 MI) ON WANDSWORTH ROAD TO GULL ROAD ON THE RIGHT, GO NORTH
 LW5653'0.08 KM (0.05 MI) TO THE END OF GULL ROAD AND THE BEGINNING OF A
 LW5653'PRIVATE ROAD.  AT A TWO BAY GARAGE WALK WESTERLY THROUGH THE PROPERTY
 LW5653'OF ROGER DOWDELL, TO THE RIGHT OF A FULL DORMER CAPE COD STYLE
 LW5653'RESIDENCE, TO THE SHORE LINE OF UPPER POINT JUDITH POND.  THE MARK IS
 LW5653'SET ON THE SHELF OF A SLOPING BOULDER, 3.05 M (10.0 FT) SQUARE AND
 LW5653'1.38 M (4.5 FT) HIGH, LOCATED 3.05 M (10.0 FT) BACK FROM THE
 LW5653'HIGHWATER LINE, ON THE NORTH SIDE OF TALLOW HILL POINT, ACROSS A
 LW5653'NARROW CHANNEL FROM STONE COVE BOATYARD, THE BOULDER SELF IS ABOUT .3
 LW5653'M (1.0 FT) LOWER THAN THE TOP OF THE BOULDER AND 6.4 M (21.0 FT)
 LW5653'SOUTHEAST OF TIDAL 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5652 ***********************************************************************
 LW5652  DESIGNATION -  845 5131 TIDAL 2
 LW5652  PID         -  LW5652
 LW5652  STATE/COUNTY-  RI/WASHINGTON
 LW5652  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW5652
 LW5652                         *CURRENT SURVEY CONTROL
 LW5652  ___________________________________________________________________
 LW5652* NAD 83(1986)-  41 25 18.     (N)    071 29 40.     (W)     SCALED    
 LW5652* NAVD 88     -         0.686  (meters)       2.25   (feet)  ADJUSTED  
 LW5652  ___________________________________________________________________
 LW5652  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LW5652  DYNAMIC HT  -           0.685 (meters)       2.25  (feet)  COMP
 LW5652  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LW5652
 LW5652  VERT ORDER  -  SECOND    CLASS II
 LW5652
 LW5652.The horizontal coordinates were scaled from a topographic map and have
 LW5652.an estimated accuracy of +/- 6 seconds.
 LW5652
 LW5652.The orthometric height was determined by differential leveling
 LW5652.and adjusted by the National Geodetic Survey in April 1995..
 LW5652
 LW5652.The geoid height was determined by GEOID03.
 LW5652
 LW5652.The dynamic height is computed by dividing the NAVD 88
 LW5652.geopotential number by the normal gravity value computed on the
 LW5652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5652.degrees latitude (g = 980.6199 gals.).
 LW5652
 LW5652.The modeled gravity was interpolated from observed gravity values.
 LW5652
 LW5652;                    North         East    Units  Estimated Accuracy
 LW5652;SPC RI       -    37,580.      100,460.      MT  (+/- 180 meters Scaled)
 LW5652
 LW5652                          SUPERSEDED SURVEY CONTROL
 LW5652
 LW5652.No superseded survey control is available for this station.
 LW5652
 LW5652_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF915885(NAD 83)
 LW5652_MARKER: DJ = TIDAL STATION DISK
 LW5652_SETTING: 80 = SET IN A BOULDER
 LW5652_SP_SET: BOULDER
 LW5652_STAMPING: NO 2 1948
 LW5652_MARK LOGO: CGS   
 LW5652_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5652+STABILITY: SURFACE MOTION
 LW5652
 LW5652  HISTORY     - Date     Condition        Report By
 LW5652  HISTORY     - 1948     MONUMENTED       CGS
 LW5652  HISTORY     - 19860606 GOOD             RIGS
 LW5652
 LW5652                          STATION DESCRIPTION
 LW5652
 LW5652'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5652'THE MARK IS LOCATED NEAR THE NORTH END OF POINT JUDITH POND AND ABOUT
 LW5652'1.5 KM (0.95 MI) SOUTH OF WAKEFIELD.  TO REACH THE MARK FROM THE
 LW5652'JUNCTION OF WOODRUFF AVENUE, SOUTH PIER ROAD, AND POINT JUDITH ROAD
 LW5652'(STATE HIGHWAY 108), GO SOUTH FOR 0.88 KM (0.55 MI) ON POINT JUDITH
 LW5652'ROAD TO WANDSWORTH ROAD ON THE RIGHT, TURN RIGHT AND GO WEST FOR 0.95
 LW5652'KM (0.60 MI) ON WANDSWORTH ROAD TO GULL ROAD ON THE RIGHT, GO NORTH
 LW5652'0.08 KM (0.05 MI) TO THE END OF GULL ROAD AND THE BEGINNING OF A
 LW5652'PRIVATE ROAD.  AT A TWO BAY GARAGE WALK WESTERLY THROUGH THE PROPERTY
 LW5652'OF ROGER DOWDELL TO THE SHORE LINE OF UPPER POINT JUDITH POND.  THE
 LW5652'MARK IS SET ON THE HIGHEST POINT OF A BOULDER LOCATED ON THE NORTH
 LW5652'TIP OF TALLOW HILL POINT, ACROSS A NARROW CHANNEL FROM STONE COVE
 LW5652'BOATYARD, AND ON THE PROPERTY OF KATHLEEN AND PETER HICKS.  IT IS ON
 LW5652'THE HIGH WATER LINE, ON A TRIANGULAR BOULDER 1.52 M (5.0 FT) ON EACH
 LW5652'SIDE AND PROJECTING 46 CM (18 INCHES) ABOVE THE GROUND, LOCATED ABOUT
 LW5652'100 M (328.1 FT) NORTHEAST OF A PIER BUILT OPPOSITE THE RESIDENCE OF
 LW5652'ROGER DOWDELL, AND 6.4 M (21.0 FT) NORTHWEST OF TIDAL 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5654 ***********************************************************************
 LW5654  DESIGNATION -  845 5131 TIDAL 3
 LW5654  PID         -  LW5654
 LW5654  STATE/COUNTY-  RI/WASHINGTON
 LW5654  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW5654
 LW5654                         *CURRENT SURVEY CONTROL
 LW5654  ___________________________________________________________________
 LW5654* NAD 83(1986)-  41 25 18.     (N)    071 29 40.     (W)     SCALED    
 LW5654* NAVD 88     -         0.514  (meters)       1.69   (feet)  ADJUSTED  
 LW5654  ___________________________________________________________________
 LW5654  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LW5654  DYNAMIC HT  -           0.514 (meters)       1.69  (feet)  COMP
 LW5654  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LW5654
 LW5654  VERT ORDER  -  SECOND    CLASS II
 LW5654
 LW5654.The horizontal coordinates were scaled from a topographic map and have
 LW5654.an estimated accuracy of +/- 6 seconds.
 LW5654
 LW5654.The orthometric height was determined by differential leveling
 LW5654.and adjusted by the National Geodetic Survey in April 1995..
 LW5654
 LW5654.The geoid height was determined by GEOID03.
 LW5654
 LW5654.The dynamic height is computed by dividing the NAVD 88
 LW5654.geopotential number by the normal gravity value computed on the
 LW5654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5654.degrees latitude (g = 980.6199 gals.).
 LW5654
 LW5654.The modeled gravity was interpolated from observed gravity values.
 LW5654
 LW5654;                    North         East    Units  Estimated Accuracy
 LW5654;SPC RI       -    37,580.      100,460.      MT  (+/- 180 meters Scaled)
 LW5654
 LW5654                          SUPERSEDED SURVEY CONTROL
 LW5654
 LW5654.No superseded survey control is available for this station.
 LW5654
 LW5654_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF915885(NAD 83)
 LW5654_MARKER: DJ = TIDAL STATION DISK
 LW5654_SETTING: 80 = SET IN A BOULDER
 LW5654_SP_SET: PARTIALLY EXPOSED BOULDER
 LW5654_STAMPING: NO 3 1948
 LW5654_MARK LOGO: CGS   
 LW5654_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5654+STABILITY: SURFACE MOTION
 LW5654
 LW5654  HISTORY     - Date     Condition        Report By
 LW5654  HISTORY     - 1948     MONUMENTED       CGS
 LW5654  HISTORY     - 19860606 GOOD             RIGS
 LW5654
 LW5654                          STATION DESCRIPTION
 LW5654
 LW5654'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5654'THE MARK IS LOCATED NEAR THE NORTH END OF POINT JUDITH POND AND ABOUT
 LW5654'1.5 KM (0.95 MI) SOUTH OF WAKEFIELD.  TO REACH THE MARK FROM THE
 LW5654'JUNCTION OF WOODRUFF AVENUE, SOUTH PIER ROAD, AND POINT JUDITH ROAD
 LW5654'(STATE HIGHWAY 108), GO SOUTH FOR 0.88 KM (0.55 MI) ON POINT JUDITH
 LW5654'ROAD TO WANDSWORTH ROAD ON THE RIGHT, TURN RIGHT AND GO WEST FOR 0.95
 LW5654'KM (0.60 MI) ON WANDSWORTH ROAD TO GULL ROAD ON THE RIGHT, GO NORTH
 LW5654'0.08 KM (0.05 MI) TO THE END OF GULL ROAD AND THE BEGINNING OF A
 LW5654'PRIVATE ROAD.  AT A TWO BAY GARAGE WALK WESTERLY THROUGH THE PROPERTY
 LW5654'OF ROGER DOWDELL, TO THE SHORE LINE OF UPPER POINT JUDITH POND AND
 LW5654'THE MARK.  THE MARK IS SET INTO THE TOP OF A LARGE BOULDER FIRMLY
 LW5654'BURIED, IT IS FLUSH WITH THE GROUND, ON THE HIGHWATER LINE, AND SOUTH
 LW5654'OF TALLOW HILL POINT.  IT IS 10.75 M (35.3 FT) NORTHEAST OF A PIER
 LW5654'OPPOSITE THE HOUSE OWNED BY ROGER DOWDELL, 20.3 M (66.6 FT) NORTHWEST
 LW5654'OF THE NORTHWEST CORNER OF ROGER DOWDELLS HOUSE AND 25.5 M (83.7 FT)
 LW5654'NORTH OF AN OUTDOOR STONE BARBECUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0747 ***********************************************************************
 LW0747  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0747  DESIGNATION -  845 5189 TIDAL 1
 LW0747  PID         -  LW0747
 LW0747  STATE/COUNTY-  RI/WASHINGTON
 LW0747  USGS QUAD   -  WATCH HILL (1984)
 LW0747
 LW0747                         *CURRENT SURVEY CONTROL
 LW0747  ___________________________________________________________________
 LW0747* NAD 83(1986)-  41 22 09.     (N)    071 49 55.     (W)     SCALED    
 LW0747* NAVD 88     -         1.117  (meters)       3.66   (feet)  ADJUSTED  
 LW0747  ___________________________________________________________________
 LW0747  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW0747  DYNAMIC HT  -           1.116 (meters)       3.66  (feet)  COMP
 LW0747  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 LW0747
 LW0747  VERT ORDER  -  FIRST     CLASS I
 LW0747
 LW0747.The horizontal coordinates were scaled from a topographic map and have
 LW0747.an estimated accuracy of +/- 6 seconds.
 LW0747
 LW0747.The orthometric height was determined by differential leveling
 LW0747.and adjusted by the National Geodetic Survey in June 1991..
 LW0747
 LW0747.This Tidal Bench Mark is designated as VM 2215
 LW0747.by the Center for Operational Oceanographic Products and Services.
 LW0747
 LW0747.The geoid height was determined by GEOID03.
 LW0747
 LW0747.The dynamic height is computed by dividing the NAVD 88
 LW0747.geopotential number by the normal gravity value computed on the
 LW0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0747.degrees latitude (g = 980.6199 gals.).
 LW0747
 LW0747.The modeled gravity was interpolated from observed gravity values.
 LW0747
 LW0747;                    North         East    Units  Estimated Accuracy
 LW0747;SPC RI       -    31,800.       72,230.      MT  (+/- 180 meters Scaled)
 LW0747
 LW0747                          SUPERSEDED SURVEY CONTROL
 LW0747
 LW0747  NGVD 29 (??/??/92)    1.406  (m)            4.61   (f) ADJ UNCH    1 1
 LW0747
 LW0747.Superseded values are not recommended for survey control.
 LW0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0747.See file dsdata.txt to determine how the superseded data were derived.
 LW0747
 LW0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF631836(NAD 83)
 LW0747_MARKER: DJ = TIDAL STATION DISK
 LW0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0747_SP_SET: STONE WALK
 LW0747_STAMPING: NO 1 1917 4.656 FT
 LW0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0747+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 LW0747
 LW0747  HISTORY     - Date     Condition        Report By
 LW0747  HISTORY     - 1917     MONUMENTED       CGS
 LW0747  HISTORY     - 1965     GOOD             NGS
 LW0747  HISTORY     - 1988     GOOD             USPSQD
 LW0747  HISTORY     - 1990     GOOD             USPSQD
 LW0747  HISTORY     - 20010331 GOOD             NGS
 LW0747  HISTORY     - 20050509 GOOD             GEOCAC
 LW0747
 LW0747                          STATION DESCRIPTION
 LW0747
 LW0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0747'0.6 MI S FROM WESTERLY.
 LW0747'0.6 MILE SOUTH ALONG MAIN STREET FROM THE INTERSECTON OF BROAD
 LW0747'STREET AND WESTERLY, ABOUT 256 FEET SOUTHWEST OF THE APPROXIMATE
 LW0747'CENTER OF THE INTERSECTION OF MAIN, MARGIN AND BEACH STREET, SET
 LW0747'ON THE TOP OF THE NORTHEAST SIDE OF A STONE WALK AT THE FOOT
 LW0747'OF STEPS LEADING NORTHWEST DOWN FROM MARGIN STREET, NORTHWEST
 LW0747'AND ACROSS MARGIN STREET FROM A RESIDENCE AT 4 MARGIN STREET, 12
 LW0747'FEET NORTHWEST OF THE NORTHWEST CURB OF MARGIN STREET, 13.6 FEET
 LW0747'SOUTHEAST OF THE SOUTHEAST SIDE OF A STONE SEA WALL ALONG THE
 LW0747'EAST BANK OF THE PAWCATUCK RIVER, 1.1 FEET WEST OF THE NORTH
 LW0747'CORNER OF BOTTOM STEP, 385 FEET NORTHEAST OF TIDAL NO. 2
 LW0747'DESCRIBED, 176 FEET SOUTHWEST OF TIDAL B 1 DESCRIBED AND ABOUT
 LW0747'5 FEET BELOW THE LEVEL OF MARGIN STREET.
 LW0747
 LW0747                          STATION RECOVERY (1988)
 LW0747
 LW0747'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0747'RECOVERED IN GOOD CONDITION.
 LW0747
 LW0747                          STATION RECOVERY (1990)
 LW0747
 LW0747'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0747'RECOVERED IN GOOD CONDITION.
 LW0747
 LW0747                          STATION RECOVERY (2001)
 LW0747
 LW0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LW0747'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LW0747
 LW0747                          STATION RECOVERY (2005)
 LW0747
 LW0747'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LW0747'LOCATED ACROSS THE STREET FROM NUMBER 4 MARGIN STREET.  HANDHELD
 LW0747'COORDINATES ARE N41-22-09.90 W071-49-55.26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0748 ***********************************************************************
 LW0748  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0748  DESIGNATION -  845 5189 TIDAL 2
 LW0748  PID         -  LW0748
 LW0748  STATE/COUNTY-  RI/WASHINGTON
 LW0748  USGS QUAD   -  WATCH HILL (1984)
 LW0748
 LW0748                         *CURRENT SURVEY CONTROL
 LW0748  ___________________________________________________________________
 LW0748* NAD 83(1986)-  41 22 06.     (N)    071 49 58.     (W)     SCALED    
 LW0748* NAVD 88     -         1.008  (meters)       3.31   (feet)  ADJUSTED  
 LW0748  ___________________________________________________________________
 LW0748  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW0748  DYNAMIC HT  -           1.008 (meters)       3.31  (feet)  COMP
 LW0748  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 LW0748
 LW0748  VERT ORDER  -  FIRST     CLASS I
 LW0748
 LW0748.The horizontal coordinates were scaled from a topographic map and have
 LW0748.an estimated accuracy of +/- 6 seconds.
 LW0748
 LW0748.The orthometric height was determined by differential leveling
 LW0748.and adjusted by the National Geodetic Survey in June 1991..
 LW0748
 LW0748.This Tidal Bench Mark is designated as VM 2216
 LW0748.by the Center for Operational Oceanographic Products and Services.
 LW0748
 LW0748.The geoid height was determined by GEOID03.
 LW0748
 LW0748.The dynamic height is computed by dividing the NAVD 88
 LW0748.geopotential number by the normal gravity value computed on the
 LW0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0748.degrees latitude (g = 980.6199 gals.).
 LW0748
 LW0748.The modeled gravity was interpolated from observed gravity values.
 LW0748
 LW0748;                    North         East    Units  Estimated Accuracy
 LW0748;SPC RI       -    31,710.       72,160.      MT  (+/- 180 meters Scaled)
 LW0748
 LW0748                          SUPERSEDED SURVEY CONTROL
 LW0748
 LW0748  NGVD 29 (??/??/92)    1.297  (m)            4.26   (f) ADJ UNCH    1 1
 LW0748
 LW0748.Superseded values are not recommended for survey control.
 LW0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0748.See file dsdata.txt to determine how the superseded data were derived.
 LW0748
 LW0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF630835(NAD 83)
 LW0748_MARKER: DJ = TIDAL STATION DISK
 LW0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0748_SP_SET: WALL
 LW0748_STAMPING: NO 2 1917 4.203 FT
 LW0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0748
 LW0748  HISTORY     - Date     Condition        Report By
 LW0748  HISTORY     - 1917     MONUMENTED       CGS
 LW0748  HISTORY     - 1965     GOOD             NGS
 LW0748  HISTORY     - 20010331 GOOD             NGS
 LW0748
 LW0748                          STATION DESCRIPTION
 LW0748
 LW0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0748'0.6 MI S FROM WESTERLY.
 LW0748'0.6 MILE SOUTH ALONG MAIN STREET FROM THE INTERSECTION OF BROAD
 LW0748'STREET AT WESTERLY, 641 FEET SOUTHWEST ALONG MARGIN STREET FROM
 LW0748'THE INTERSECTION OF MARGIN, MAIN AND BEACH STREET, SET ON THE
 LW0748'TOP OF A STONE RETAINING WALL LEADING SOUTHEAST FROM THE SEA WALL
 LW0748'ALONG THE EAST SHORE OF THE PAWCATUCK RIVER, 14.5 FEET NORTHWEST
 LW0748'OF THE NORTHWEST CURB OF MARGIN STREET, 6 1/2 FEET SOUTHEAST OF
 LW0748'A TURN IN WALL AND ABOUT 3 FEET BELOW THE LEVEL OF MARGIN STREET.
 LW0748
 LW0748                          STATION RECOVERY (2001)
 LW0748
 LW0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LW0748'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0810 ***********************************************************************
 LW0810  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0810  DESIGNATION -  845 8694 TIDAL 1
 LW0810  PID         -  LW0810
 LW0810  STATE/COUNTY-  RI/WASHINGTON
 LW0810  USGS QUAD   -  WATCH HILL (1984)
 LW0810
 LW0810                         *CURRENT SURVEY CONTROL
 LW0810  ___________________________________________________________________
 LW0810* NAD 83(1986)-  41 18 20.     (N)    071 51 27.     (W)     SCALED    
 LW0810* NAVD 88     -         2.710  (meters)       8.89   (feet)  ADJUSTED  
 LW0810  ___________________________________________________________________
 LW0810  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW0810  DYNAMIC HT  -           2.709 (meters)       8.89  (feet)  COMP
 LW0810  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LW0810
 LW0810  VERT ORDER  -  SECOND    CLASS 0
 LW0810
 LW0810.The horizontal coordinates were scaled from a topographic map and have
 LW0810.an estimated accuracy of +/- 6 seconds.
 LW0810
 LW0810.The orthometric height was determined by differential leveling
 LW0810.and adjusted by the National Geodetic Survey in June 1991..
 LW0810
 LW0810.This Tidal Bench Mark is designated as VM 2218
 LW0810.by the Center for Operational Oceanographic Products and Services.
 LW0810
 LW0810.The geoid height was determined by GEOID03.
 LW0810
 LW0810.The dynamic height is computed by dividing the NAVD 88
 LW0810.geopotential number by the normal gravity value computed on the
 LW0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0810.degrees latitude (g = 980.6199 gals.).
 LW0810
 LW0810.The modeled gravity was interpolated from observed gravity values.
 LW0810
 LW0810;                    North         East    Units  Estimated Accuracy
 LW0810;SPC RI       -    24,740.       70,060.      MT  (+/- 180 meters Scaled)
 LW0810
 LW0810                          SUPERSEDED SURVEY CONTROL
 LW0810
 LW0810  NGVD 29 (??/??/92)    2.999  (m)            9.84   (f) ADJ UNCH    2 0
 LW0810
 LW0810.Superseded values are not recommended for survey control.
 LW0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0810.See file dsdata.txt to determine how the superseded data were derived.
 LW0810
 LW0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF607766(NAD 83)
 LW0810_MARKER: DB = BENCH MARK DISK
 LW0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0810_SP_SET: CONCRETE APRON
 LW0810_STAMPING: BM NO 1 1939
 LW0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0810+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 LW0810
 LW0810  HISTORY     - Date     Condition        Report By
 LW0810  HISTORY     - 1939     MONUMENTED       CGS
 LW0810  HISTORY     - 1943     GOOD             NGS
 LW0810  HISTORY     - 20050513 GOOD             NRCS
 LW0810
 LW0810                          STATION DESCRIPTION
 LW0810
 LW0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0810'AT WATCH HILL POINT.
 LW0810'AT WATCH HILL POINT, WASHINGTON COUNTY, AT THE GATE ENTRANCE
 LW0810'TO THE COAST GUARD STATION, AT THE SOUTH CORNER OF THE GARAGE,
 LW0810'2 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE SOUTHWEST DOOR,
 LW0810'IN THE CONCRETE APRON, AND 0.4 FOOT NORTHEAST OF THE SOUTHWEST
 LW0810'EDGE.  A STANDARD DISK, STAMPED BM NO 1 1939.
 LW0810
 LW0810                          STATION RECOVERY (2005)
 LW0810
 LW0810'RECOVERY NOTE BY NATL RESOUR CONSERV 2005
 LW0810'GARAGE HAS BEEN TAKEN DOWN BUT FOUNDATION AND STATION REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0809 ***********************************************************************
 LW0809  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0809  DESIGNATION -  845 8694 TIDAL 2
 LW0809  PID         -  LW0809
 LW0809  STATE/COUNTY-  RI/WASHINGTON
 LW0809  USGS QUAD   -  WATCH HILL (1984)
 LW0809
 LW0809                         *CURRENT SURVEY CONTROL
 LW0809  ___________________________________________________________________
 LW0809* NAD 83(1986)-  41 18 20.     (N)    071 51 27.     (W)     SCALED    
 LW0809* NAVD 88     -         5.719  (meters)      18.76   (feet)  ADJUSTED  
 LW0809  ___________________________________________________________________
 LW0809  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW0809  DYNAMIC HT  -           5.717 (meters)      18.76  (feet)  COMP
 LW0809  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LW0809
 LW0809  VERT ORDER  -  SECOND    CLASS 0
 LW0809
 LW0809.The horizontal coordinates were scaled from a topographic map and have
 LW0809.an estimated accuracy of +/- 6 seconds.
 LW0809
 LW0809.The orthometric height was determined by differential leveling
 LW0809.and adjusted by the National Geodetic Survey in June 1991..
 LW0809
 LW0809.This Tidal Bench Mark is designated as VM 2219
 LW0809.by the Center for Operational Oceanographic Products and Services.
 LW0809
 LW0809.The geoid height was determined by GEOID03.
 LW0809
 LW0809.The dynamic height is computed by dividing the NAVD 88
 LW0809.geopotential number by the normal gravity value computed on the
 LW0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0809.degrees latitude (g = 980.6199 gals.).
 LW0809
 LW0809.The modeled gravity was interpolated from observed gravity values.
 LW0809
 LW0809;                    North         East    Units  Estimated Accuracy
 LW0809;SPC RI       -    24,740.       70,060.      MT  (+/- 180 meters Scaled)
 LW0809
 LW0809                          SUPERSEDED SURVEY CONTROL
 LW0809
 LW0809  NGVD 29 (??/??/92)    6.008  (m)           19.71   (f) ADJ UNCH    2 0
 LW0809
 LW0809.Superseded values are not recommended for survey control.
 LW0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0809.See file dsdata.txt to determine how the superseded data were derived.
 LW0809
 LW0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF607766(NAD 83)
 LW0809_MARKER: DB = BENCH MARK DISK
 LW0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0809_SP_SET: STEP
 LW0809_STAMPING: BM NO 2 1939
 LW0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0809
 LW0809  HISTORY     - Date     Condition        Report By
 LW0809  HISTORY     - 1939     MONUMENTED       CGS
 LW0809  HISTORY     - 1943     GOOD             NGS
 LW0809  HISTORY     - 20050513 MARK NOT FOUND   NRCS
 LW0809
 LW0809                          STATION DESCRIPTION
 LW0809
 LW0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0809'AT WATCH HILL POINT.
 LW0809'AT WATCH HILL POINT, WASHINGTON COUNTY, AT THE NORTHWEST ENTRANCE
 LW0809'TO THE COAST GUARD STATION BUILDING, 17.4 FEET NORTH-NORTHEAST
 LW0809'OF THE WEST CORNER, IN THE CONCRETE BASE OF THE WOODEN STEPS,
 LW0809'AND 0.4 FOOT NORTHEAST OF THE NORTHEAST EDGE OF THE BOTTOM
 LW0809'STEP.  A STANDARD DISK, STAMPED BM NO 2 1939.
 LW0809
 LW0809                          STATION RECOVERY (2005)
 LW0809
 LW0809'RECOVERY NOTE BY NATL RESOUR CONSERV 2005
 LW0809'OLD COAST GUARD STATION RAZED YEARS AGO.  STATION MOST LIKELY
 LW0809'DESTROYED OR BURIED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0808 ***********************************************************************
 LW0808  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0808  DESIGNATION -  845 8694 TIDAL 3
 LW0808  PID         -  LW0808
 LW0808  STATE/COUNTY-  RI/WASHINGTON
 LW0808  USGS QUAD   -  WATCH HILL (1984)
 LW0808
 LW0808                         *CURRENT SURVEY CONTROL
 LW0808  ___________________________________________________________________
 LW0808* NAD 83(1996)-  41 18 14.72232(N)    071 51 31.63834(W)     ADJUSTED  
 LW0808* NAVD 88     -         3.896  (meters)      12.78   (feet)  ADJUSTED  
 LW0808  ___________________________________________________________________
 LW0808  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 LW0808  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW0808  DYNAMIC HT  -           3.895 (meters)      12.78  (feet)  COMP
 LW0808  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 LW0808
 LW0808  HORZ ORDER  -  SECOND
 LW0808  VERT ORDER  -  SECOND    CLASS 0
 LW0808
 LW0808.The horizontal coordinates were established by classical geodetic methods
 LW0808.and adjusted by the National Geodetic Survey in August 1998..
 LW0808.No horizontal observational check was made to the station.
 LW0808
 LW0808.The orthometric height was determined by differential leveling
 LW0808.and adjusted by the National Geodetic Survey in June 1991..
 LW0808
 LW0808.This Tidal Bench Mark is designated as VM 2220
 LW0808.by the Center for Operational Oceanographic Products and Services.
 LW0808
 LW0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0808
 LW0808.The geoid height was determined by GEOID03.
 LW0808
 LW0808.The dynamic height is computed by dividing the NAVD 88
 LW0808.geopotential number by the normal gravity value computed on the
 LW0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0808.degrees latitude (g = 980.6199 gals.).
 LW0808
 LW0808.The modeled gravity was interpolated from observed gravity values.
 LW0808
 LW0808;                    North         East     Units Scale Factor Converg.
 LW0808;SPC RI       -    24,578.610    69,952.595   MT  1.00000486   -0 14 12.6
 LW0808;SPC RI       -    80,638.32    229,502.81   sFT  1.00000486   -0 14 12.6
 LW0808;UTM  19      - 4,576,457.586   260,666.963   MT  1.00030500   -1 53 16.3
 LW0808
 LW0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0808!SPC RI       -   1.00000420  x   1.00000486  =   1.00000906
 LW0808!UTM  19      -   1.00000420  x   1.00030500  =   1.00030920
 LW0808
 LW0808                          SUPERSEDED SURVEY CONTROL
 LW0808
 LW0808  NAD 83(1992)-  41 18 14.72101(N)    071 51 31.63755(W) AD(       ) 2
 LW0808  NAD 83(1986)-  41 18 14.72035(N)    071 51 31.64019(W) AD(       ) 2
 LW0808  NAD 27      -  41 18 14.36136(N)    071 51 33.39358(W) AD(       ) 2
 LW0808  NGVD 29 (??/??/92)    4.185  (m)           13.73   (f) ADJ UNCH    2 0
 LW0808
 LW0808.Superseded values are not recommended for survey control.
 LW0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0808.See file dsdata.txt to determine how the superseded data were derived.
 LW0808
 LW0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6066776458(NAD 83)
 LW0808_MARKER: DJ = TIDAL STATION DISK
 LW0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0808_SP_SET: WALL
 LW0808_STAMPING: BM NO 3 1939
 LW0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0808+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 LW0808
 LW0808  HISTORY     - Date     Condition        Report By
 LW0808  HISTORY     - 1939     MONUMENTED       CGS
 LW0808  HISTORY     - 1943     GOOD             NGS
 LW0808  HISTORY     - 1970     GOOD             NGS
 LW0808  HISTORY     - 20050513 GOOD             NRCS
 LW0808
 LW0808                          STATION DESCRIPTION
 LW0808
 LW0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0808'AT WATCH HILL POINT.
 LW0808'AT WATCH HILL POINT, WASHINGTON COUNTY, 35.8 FEET NORTHWEST
 LW0808'OF THE NORTH CORNER OF THE LIGHTHOUSE, IN THE TOP OF THE CONCRETE
 LW0808'SEAWALL, 25 FEET NORTH OF A BEND IN THE SEAWALL, AND 14.7 FEET
 LW0808'SOUTHWEST OF THE POINT WHERE THE TOP OF THE WALL GOES DOWN TO
 LW0808'A LOWER LEVEL.  A STANDARD DISK, STAMPED BM NO 3 1939.
 LW0808
 LW0808                          STATION RECOVERY (1970)
 LW0808
 LW0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LW0808'RECOVERED IN GOOD CONDITION.
 LW0808
 LW0808                          STATION RECOVERY (2005)
 LW0808
 LW0808'RECOVERY NOTE BY NATL RESOUR CONSERV 2005
 LW0808'CHAIN LINK FENCE OVER STATION BUT STILL OCCUPIABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0930 ***********************************************************************
 LW0930  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0930  DESIGNATION -  845 9338 TIDAL 2
 LW0930  PID         -  LW0930
 LW0930  STATE/COUNTY-  RI/WASHINGTON
 LW0930  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0930
 LW0930                         *CURRENT SURVEY CONTROL
 LW0930  ___________________________________________________________________
 LW0930* NAD 83(1986)-  41 10 19.     (N)    071 33 16.     (W)     SCALED    
 LW0930* LOCAL TIDAL -         3.027  (meters)       9.93   (feet)  ADJ UNCH  
 LW0930  ___________________________________________________________________
 LW0930  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW0930
 LW0930  VERT ORDER  -  SECOND    CLASS 0
 LW0930
 LW0930.The horizontal coordinates were scaled from a topographic map and have
 LW0930.an estimated accuracy of +/- 6 seconds.
 LW0930
 LW0930.The orthometric height was key entered from printed documents
 LW0930.and not key verified.
 LW0930
 LW0930.This Tidal Bench Mark is designated as VM 16865
 LW0930.by the Center for Operational Oceanographic Products and Services.
 LW0930
 LW0930.The geoid height was determined by GEOID03.
 LW0930
 LW0930;                    North         East    Units  Estimated Accuracy
 LW0930;SPC RI       -     9,840.       95,430.      MT  (+/- 180 meters Scaled)
 LW0930
 LW0930                          SUPERSEDED SURVEY CONTROL
 LW0930
 LW0930.No superseded survey control is available for this station.
 LW0930
 LW0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF857609(NAD 83)
 LW0930_MARKER: DB = BENCH MARK DISK
 LW0930_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW0930_STAMPING: NO 2 1930
 LW0930_MARK LOGO: CGS   
 LW0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0930+STABILITY: SURFACE MOTION
 LW0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0930+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 LW0930
 LW0930  HISTORY     - Date     Condition        Report By
 LW0930  HISTORY     - 1930     MONUMENTED       CGS
 LW0930  HISTORY     - 1943     GOOD             NGS
 LW0930  HISTORY     - 1985     GOOD             NGS
 LW0930  HISTORY     - 20030628 GOOD             USPSQD
 LW0930
 LW0930                          STATION DESCRIPTION
 LW0930
 LW0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0930'AT BLOCK ISLAND.
 LW0930'ON BLOCK ISLAND, NEWPORT COUNTY, ON MAIN STREET (THE STREET LEADS
 LW0930'ALONG THE WATER FRONT AT THIS POINT), 200 YARDS NORTH OF OCEAN
 LW0930'VIEW HOTEL, 50 YARDS EAST OF THE GAS PUMPS AT THE FISHING AND
 LW0930'BOAT SUPPLIES BUILDING OWNED IN 1943 BY HENRY D. HEINZ, OPPOSITE
 LW0930'THE NORTHEAST BRICK PIER OF A SMALL FRAME BUILDING OWNED IN 1943
 LW0930'BY THE SINCLAIR OIL CO., ON THE SOUTH SIDE OF THE STREET, AND IN
 LW0930'THE CENTER OF THE TOP OF A CONCRETE RETAINING WALL.  A STANDARD
 LW0930'DISK, STAMPED NO 2 1930.
 LW0930
 LW0930                          STATION RECOVERY (1985)
 LW0930
 LW0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW0930'RECOVERED IN GOOD CONDITION EXCEPT THAT BLOCK ISLAND WAS TRANSFERRED
 LW0930'FROM NEWPORT COUNTY TO WASHINGTON COUNTY IN SEPTEMBER 1963 AND IT IS
 LW0930'30 YARDS WEST OF BALLARDS INN, HOTEL.
 LW0930
 LW0930                          STATION RECOVERY (2003)
 LW0930
 LW0930'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 LW0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0928 ***********************************************************************
 LW0928  DESIGNATION -  845 9338 TIDAL 3
 LW0928  PID         -  LW0928
 LW0928  STATE/COUNTY-  RI/WASHINGTON
 LW0928  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0928
 LW0928                         *CURRENT SURVEY CONTROL
 LW0928  ___________________________________________________________________
 LW0928* NAD 83(1986)-  41 10 21.     (N)    071 33 27.     (W)     SCALED    
 LW0928* LOCAL TIDAL -         3.640  (meters)      11.94   (feet)  ADJ UNCH  
 LW0928  ___________________________________________________________________
 LW0928  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LW0928
 LW0928  VERT ORDER  -  SECOND    CLASS 0
 LW0928
 LW0928.The horizontal coordinates were scaled from a topographic map and have
 LW0928.an estimated accuracy of +/- 6 seconds.
 LW0928
 LW0928.The orthometric height was key entered from printed documents
 LW0928.and not key verified.
 LW0928
 LW0928.The geoid height was determined by GEOID03.
 LW0928
 LW0928;                    North         East    Units  Estimated Accuracy
 LW0928;SPC RI       -     9,900.       95,180.      MT  (+/- 180 meters Scaled)
 LW0928
 LW0928                          SUPERSEDED SURVEY CONTROL
 LW0928
 LW0928.No superseded survey control is available for this station.
 LW0928
 LW0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF854610(NAD 83)
 LW0928_MARKER: DB = BENCH MARK DISK
 LW0928_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0928_SP_SET: CATCH BASIN
 LW0928_STAMPING: NO 3 1938
 LW0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0928
 LW0928  HISTORY     - Date     Condition        Report By
 LW0928  HISTORY     - 1938     MONUMENTED       CGS
 LW0928  HISTORY     - 1943     GOOD             NGS
 LW0928  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 LW0928
 LW0928                          STATION DESCRIPTION
 LW0928
 LW0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0928'AT BLOCK ISLAND.
 LW0928'ON BLOCK ISLAND, NEWPORT COUNTY, ON MAIN STREET, 32 FEET SOUTHWEST
 LW0928'OF THE ENTRANCE TO THE FISHING AND BOAT SUPPLIES BUILDING OWNED
 LW0928'IN 1943 BY HENRY D. HEINZ, 2 YARDS NORTH OF A WOODEN WATER TANK
 LW0928'OF THE OCEAN VIEW HOTEL, AT THE EAST END OF THE ASPHALT SIDEWALK
 LW0928'ALONG THE NORTH SIDE OF THE STREET, AT A CATCH BASIN, AND IN THE
 LW0928'TOP OF THE NORTHWEST CORNER.  A STANDARD DISK, STAMPED NO 3 1938.
 LW0928
 LW0928                          STATION RECOVERY (2003)
 LW0928
 LW0928'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 LW0928'THE WOODEN WATER TANK NO LONGER EXISTS AND THE STREET IS NOT
 LW0928'SPECIFIED.  THERE WERE NO CATCH BASINS IN THE VICINITY OF THE HOTEL.
 LW0928'THE SCALED LATITUDE AND LONGITUDE APPEAR TO BE IN ERROR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0927 ***********************************************************************
 LW0927  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0927  DESIGNATION -  845 9338 TIDAL 4
 LW0927  PID         -  LW0927
 LW0927  STATE/COUNTY-  RI/WASHINGTON
 LW0927  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0927
 LW0927                         *CURRENT SURVEY CONTROL
 LW0927  ___________________________________________________________________
 LW0927* NAD 83(1986)-  41 10 23.     (N)    071 33 30.     (W)     SCALED    
 LW0927* LOCAL TIDAL -         7.522  (meters)      24.68   (feet)  ADJ UNCH  
 LW0927  ___________________________________________________________________
 LW0927  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW0927
 LW0927  VERT ORDER  -  SECOND    CLASS 0
 LW0927
 LW0927.The horizontal coordinates were scaled from a topographic map and have
 LW0927.an estimated accuracy of +/- 6 seconds.
 LW0927
 LW0927.The orthometric height was key entered from printed documents
 LW0927.and not key verified.
 LW0927
 LW0927.This Tidal Bench Mark is designated as VM 2222
 LW0927.by the Center for Operational Oceanographic Products and Services.
 LW0927
 LW0927.The geoid height was determined by GEOID03.
 LW0927
 LW0927;                    North         East    Units  Estimated Accuracy
 LW0927;SPC RI       -     9,970.       95,110.      MT  (+/- 180 meters Scaled)
 LW0927
 LW0927                          SUPERSEDED SURVEY CONTROL
 LW0927
 LW0927.No superseded survey control is available for this station.
 LW0927
 LW0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF853611(NAD 83)
 LW0927_MARKER: DB = BENCH MARK DISK
 LW0927_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW0927+WITH SETTING: PAVEMENT
 LW0927_STAMPING: NO 4 1938
 LW0927_MARK LOGO: CGS   
 LW0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0927+STABILITY: SURFACE MOTION
 LW0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0927+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 LW0927
 LW0927  HISTORY     - Date     Condition        Report By
 LW0927  HISTORY     - 1938     MONUMENTED       CGS
 LW0927  HISTORY     - 1943     GOOD             NGS
 LW0927  HISTORY     - 1985     GOOD             NGS
 LW0927  HISTORY     - 19900717 MARK NOT FOUND   USPSQD
 LW0927  HISTORY     - 20030628 GOOD             USPSQD
 LW0927
 LW0927                          STATION DESCRIPTION
 LW0927
 LW0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0927'AT BLOCK ISLAND.
 LW0927'ON BLOCK ISLAND, NEWPORT COUNTY, AT THE CENTER OF THE
 LW0927'INTERSECTION OF FRONT STREET AND HIGH STREET, AT THE WOMENS
 LW0927'CHRISTIAN TEMPERANCE UNION STATION, IN THE TOP OF THE EAST SIDE,
 LW0927'AND NEAR THE SOUTHEAST CORNER OF THE BASE.  A STANDARD DISK,
 LW0927'STAMPED NO 4 1938.
 LW0927
 LW0927                          STATION RECOVERY (1985)
 LW0927
 LW0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW0927'RECOVERED IN GOOD CONDITION EXCEPT THAT BLOCK ISLAND WAS TRANSFERRED
 LW0927'FROM NEWPORT COUNTY TO WASHINGTON COUNTY IN SEPTEMBER 1963 AND THE
 LW0927'WOMENS CHRISTIAN TEMPERANCE UNION STATION IS NOT THERE.
 LW0927
 LW0927                          STATION RECOVERY (1990)
 LW0927
 LW0927'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0927'MARK NOT FOUND.
 LW0927
 LW0927                          STATION RECOVERY (2003)
 LW0927
 LW0927'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 LW0927'THIS TIDAL BENCHMARK DISK IS ON THE HEXAGONAL GRANITE BASE OF THE
 LW0927'MONUMENT IN THE CENTER OF THE INTERSECTION OF WATER ST., SPRING ST.
 LW0927'AND HIGH ST.  IT IS 0.4 FT. BACK FROM THE SOUTH EDGE OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0929 ***********************************************************************
 LW0929  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0929  DESIGNATION -  845 9338 TIDAL 5
 LW0929  PID         -  LW0929
 LW0929  STATE/COUNTY-  RI/WASHINGTON
 LW0929  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0929
 LW0929                         *CURRENT SURVEY CONTROL
 LW0929  ___________________________________________________________________
 LW0929* NAD 83(1996)-  41 10 23.07690(N)    071 33 22.01207(W)     ADJUSTED  
 LW0929* LOCAL TIDAL -         1.744  (meters)       5.72   (feet)  ADJ UNCH  
 LW0929  ___________________________________________________________________
 LW0929  X           -   1,521,114.543 (meters)                     COMP
 LW0929  Y           -  -4,560,972.178 (meters)                     COMP
 LW0929  Z           -   4,176,891.222 (meters)                     COMP
 LW0929  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 LW0929  ELLIP HEIGHT-         -29.32  (meters)          (08/17/98) GPS OBS
 LW0929  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW0929
 LW0929  HORZ ORDER  -  THIRD
 LW0929  VERT ORDER  -  SECOND    CLASS 0
 LW0929  ELLP ORDER  -  FOURTH    CLASS I
 LW0929
 LW0929.The horizontal coordinates were established by GPS observations
 LW0929.and adjusted by the National Geodetic Survey in August 1998..
 LW0929
 LW0929.The orthometric height was key entered from printed documents
 LW0929.and not key verified.
 LW0929
 LW0929.This Tidal Bench Mark is designated as VM 16866
 LW0929.by the Center for Operational Oceanographic Products and Services.
 LW0929
 LW0929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW0929
 LW0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0929
 LW0929.The ellipsoidal height was determined by GPS observations
 LW0929.and is referenced to NAD 83.
 LW0929
 LW0929.The geoid height was determined by GEOID03.
 LW0929
 LW0929;                    North         East     Units Scale Factor Converg.
 LW0929;SPC RI       -     9,968.054    95,291.200   MT  0.99999402   -0 02 13.0
 LW0929;SPC RI       -    32,703.52    312,634.55   sFT  0.99999402   -0 02 13.0
 LW0929;UTM  19      - 4,561,120.411   285,580.578   MT  1.00016587   -1 41 00.3
 LW0929
 LW0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0929!SPC RI       -   1.00000460  x   0.99999402  =   0.99999862
 LW0929!UTM  19      -   1.00000460  x   1.00016587  =   1.00017047
 LW0929
 LW0929                          SUPERSEDED SURVEY CONTROL
 LW0929
 LW0929  NAD 83(1996)-  41 10 23.07511(N)    071 33 22.01083(W) AD(       ) 3
 LW0929  NAD 83(1992)-  41 10 23.07497(N)    071 33 22.01081(W) AD(       ) 3
 LW0929  ELLIP H (01/17/96)  -29.39   (m)                       GP(       ) 4 2
 LW0929  NAD 83(1992)-  41 10 23.07388(N)    071 33 22.01112(W) AD(       ) 3
 LW0929  NAD 83(1986)-  41 10 23.07742(N)    071 33 22.00704(W) AD(       ) 3
 LW0929  NAD 27      -  41 10 22.70345(N)    071 33 23.80381(W) AD(       ) 3
 LW0929
 LW0929.Superseded values are not recommended for survey control.
 LW0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0929.See file dsdata.txt to determine how the superseded data were derived.
 LW0929
 LW0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8558161120(NAD 83)
 LW0929_MARKER: DB = BENCH MARK DISK
 LW0929_SETTING: 80 = SET IN A BOULDER
 LW0929_SP_SET: IN DRILL HOLE IN A BOULDER
 LW0929_STAMPING: NO 5 1938
 LW0929_MARK LOGO: CGS   
 LW0929_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0929+STABILITY: SURFACE MOTION
 LW0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0929+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 LW0929
 LW0929  HISTORY     - Date     Condition        Report By
 LW0929  HISTORY     - 1938     MONUMENTED       CGS
 LW0929  HISTORY     - 1943     GOOD             NGS
 LW0929  HISTORY     - 1985     GOOD             NGS
 LW0929  HISTORY     - 19880526 GOOD             NGS
 LW0929  HISTORY     - 19900604 GOOD             RIGS
 LW0929  HISTORY     - 19900717 GOOD             USPSQD
 LW0929  HISTORY     - 20030628 GOOD             USPSQD
 LW0929
 LW0929                          STATION DESCRIPTION
 LW0929
 LW0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0929'AT BLOCK ISLAND.
 LW0929'ON BLOCK ISLAND, NEWPORT COUNTY, 132 FEET NORTH OF THE
 LW0929'INTERSECTION OF THE NORTH-AND-SOUTH JETTY WITH THE NORTH EDGE
 LW0929'OF THE EAST-AND-WEST DOCK, 50.5 FEET NORTH OF THE NORTHEAST CORNER
 LW0929'OF THE G.P. DUNN FISH MARKET (IN 1943), AND ON THE NORTHWEST
 LW0929'CORNER OF A LARGE FLAT RED SANDSTONE BOULDER ON THE WEST ROCK
 LW0929'JETTY.  A STANDARD DISK, STAMPED NO 5 1938.
 LW0929
 LW0929                          STATION RECOVERY (1985)
 LW0929
 LW0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW0929'RECOVERED IN GOOD CONDITION EXCEPT BLOCK ISLAND WAS TRANSFERRED FROM
 LW0929'NEWPORT COUNTY TO WASHINGTON COUNTY IN SEPTEMBER 1963 AND THE G.P.
 LW0929'DUNN FISH MARKET IS NOT THERE.
 LW0929
 LW0929                          STATION RECOVERY (1988)
 LW0929
 LW0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LW0929'THE STATION IS LOCATED ON BLOCK ISLAND ABOUT 0.1 KM (0.05 MI) EAST
 LW0929'FROM THE FERRY LANDING DOCK, IN TOP OF THE NORTHWEST CORNER OF THE
 LW0929'TWENTY-FOURTH LARGE, FLAT, RED SANDSTONE BLOCK LYING HORIZONTALLY FROM
 LW0929'THE SOUTH END OF THE WEST ROCK JETTY.
 LW0929'OWNERSHIP--UNKNOWN.
 LW0929'THE STATION IS A STANDARD CGS DISK STAMPED---NO 5 1939---, SET INTO A
 LW0929'DRILL HOLE IN THE NORTHWEST CORNER OF THE 1.4 BY 1.9 METER RED
 LW0929'SANDSTONE BLOCK ABOUT FLUSH WITH THE GROUND.  LOCATED 36.9 M
 LW0929'(121.1 FT) NORTH FROM THE NORTHWEST CORNER OF THE WOODEN PIER AT THE
 LW0929'START OF THE JETTY, 12.1 M (39.7 FT) SOUTH FROM THE SOUTH EDGE OF THE
 LW0929'COCRETE PORTION OF THE SEAWALL, 7.0 M (23.0 FT) NORTH-NORTHEAST FROM
 LW0929'THE NORTHEAST CORNER OF THE OLD HARBOR BIKE SHOP, 6.2 M (20.3 FT)
 LW0929'NORTHWEST FROM A LIGHT POLE, 0.35 M (1.1 FT) SOUTH FROM THE NORTH EDGE
 LW0929'OF THE SANDSTONE BLOCK, AND 0.2 M (0.7 FT) EAST FROM THE WEST EDGE OF
 LW0929'THE BLOCK.
 LW0929'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 LW0929
 LW0929                          STATION RECOVERY (1990)
 LW0929
 LW0929'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0929'THE MARK IS ON BLOCK ISLAND IN THE OLD HARBOR AREA.
 LW0929'IT IS ON A RED SANDSTONE JETTY AND BEHIND A SHACK WHICH HOUSES OLD
 LW0929'HARBOR BIKE SHOP. IT IS 40.23 M (132.0 FT) NORTH OF THE INTERSECTION
 LW0929'OF THE NORTH-SOUTH JETTY WITH THE NORTH EDGE OF THE EAST-WEST DOCK AND
 LW0929'ON THE NORTHWEST CORNER OF A LARGE FLAT RECTANGULAR SHAPED RED
 LW0929'SANDSTONE BLOCK.
 LW0929
 LW0929                          STATION RECOVERY (1990)
 LW0929
 LW0929'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0929'RECOVERED IN GOOD CONDITION.
 LW0929
 LW0929                          STATION RECOVERY (2003)
 LW0929
 LW0929'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 LW0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0924 ***********************************************************************
 LW0924  DESIGNATION -  845 9491 TIDAL 10
 LW0924  PID         -  LW0924
 LW0924  STATE/COUNTY-  RI/WASHINGTON
 LW0924  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0924
 LW0924                         *CURRENT SURVEY CONTROL
 LW0924  ___________________________________________________________________
 LW0924* NAD 83(1986)-  41 10 53.     (N)    071 34 28.     (W)     SCALED    
 LW0924* LOCAL TIDAL -         2.150  (meters)       7.05   (feet)  ADJ UNCH  
 LW0924  ___________________________________________________________________
 LW0924  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW0924
 LW0924  VERT ORDER  -  SECOND    CLASS 0
 LW0924
 LW0924.The horizontal coordinates were scaled from a topographic map and have
 LW0924.an estimated accuracy of +/- 6 seconds.
 LW0924
 LW0924.The orthometric height was key entered from printed documents
 LW0924.and not key verified.
 LW0924
 LW0924.The geoid height was determined by GEOID03.
 LW0924
 LW0924;                    North         East    Units  Estimated Accuracy
 LW0924;SPC RI       -    10,890.       93,750.      MT  (+/- 180 meters Scaled)
 LW0924
 LW0924                          SUPERSEDED SURVEY CONTROL
 LW0924
 LW0924.No superseded survey control is available for this station.
 LW0924
 LW0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF840620(NAD 83)
 LW0924_MARKER: DB = BENCH MARK DISK
 LW0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0924_SP_SET: CONCRETE BASE
 LW0924_STAMPING: TIDAL NO 10
 LW0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0924
 LW0924  HISTORY     - Date     Condition        Report By
 LW0924  HISTORY     - UNK      MONUMENTED       CGS
 LW0924  HISTORY     - 1943     GOOD             NGS
 LW0924
 LW0924                          STATION DESCRIPTION
 LW0924
 LW0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0924'AT BLOCK ISLAND.
 LW0924'ON BLOCK ISLAND, NEWPORT COUNTY, AT THE SOUTH END OF THE NEW
 LW0924'(1943) STEAMBOAT DOCK, AT THE NORTHEAST CORNER OF THE LAWN OF
 LW0924'THE NARRAGANSETT HOUSE, 45.5 FEET WEST OF THE CENTER LINE OF THE
 LW0924'DOCK ROAD, 28 FEET SOUTHWEST OF THE SOUTH END OF THE RIPRAP AT
 LW0924'THE INSHORE END OF THE DOCK, 26 FEET WEST OF THE WEST CURB, 20
 LW0924'FEET SOUTH OF THE EDGE OF THE LAWN, AND IN THE TOP OF A CONCRETE
 LW0924'BASE.  A STANDARD DISK, STAMPED NO 10 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0926 ***********************************************************************
 LW0926  DESIGNATION -  845 9491 TIDAL 11
 LW0926  PID         -  LW0926
 LW0926  STATE/COUNTY-  RI/WASHINGTON
 LW0926  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0926
 LW0926                         *CURRENT SURVEY CONTROL
 LW0926  ___________________________________________________________________
 LW0926* NAD 83(1986)-  41 10 53.     (N)    071 34 28.     (W)     SCALED    
 LW0926* LOCAL TIDAL -         0.630  (meters)       2.07   (feet)  ADJ UNCH  
 LW0926  ___________________________________________________________________
 LW0926  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW0926
 LW0926  VERT ORDER  -  SECOND    CLASS 0
 LW0926
 LW0926.The horizontal coordinates were scaled from a topographic map and have
 LW0926.an estimated accuracy of +/- 6 seconds.
 LW0926
 LW0926.The orthometric height was key entered from printed documents
 LW0926.and not key verified.
 LW0926
 LW0926.The geoid height was determined by GEOID03.
 LW0926
 LW0926;                    North         East    Units  Estimated Accuracy
 LW0926;SPC RI       -    10,890.       93,750.      MT  (+/- 180 meters Scaled)
 LW0926
 LW0926                          SUPERSEDED SURVEY CONTROL
 LW0926
 LW0926.No superseded survey control is available for this station.
 LW0926
 LW0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF840620(NAD 83)
 LW0926_MARKER: DB = BENCH MARK DISK
 LW0926_SETTING: 80 = SET IN A BOULDER
 LW0926_SP_SET: BOULDER
 LW0926_STAMPING: NO 11 1941
 LW0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0926+STABILITY: SURFACE MOTION
 LW0926
 LW0926  HISTORY     - Date     Condition        Report By
 LW0926  HISTORY     - 1941     MONUMENTED       CGS
 LW0926  HISTORY     - 1943     GOOD             NGS
 LW0926
 LW0926                          STATION DESCRIPTION
 LW0926
 LW0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0926'AT BLOCK ISLAND.
 LW0926'ON BLOCK ISLAND, NEWPORT COUNTY, NEAR THE SOUTH END OF THE NEW
 LW0926'(1943) STEAMBOAT DOCK, ON THE HIGH-WATERLINE, AT THE RUBBLE
 LW0926'SEAWALL ON THE EAST SIDE OF THE DOCK ROAD, 8 FEET FROM THE
 LW0926'NORTHEAST CORNER OF THE SEAWALL AT THE POINT WHERE THE BOARDWALK
 LW0926'TO THE WHARF ENDS, AND IN THE TOP OF A 4-FOOT CONE-SHAPED
 LW0926'BOULDER.  A STANDARD DISK, STAMPED NO 11 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0923 ***********************************************************************
 LW0923  DESIGNATION -  845 9491 TIDAL 12
 LW0923  PID         -  LW0923
 LW0923  STATE/COUNTY-  RI/WASHINGTON
 LW0923  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0923
 LW0923                         *CURRENT SURVEY CONTROL
 LW0923  ___________________________________________________________________
 LW0923* NAD 83(1986)-  41 10 56.     (N)    071 34 35.     (W)     SCALED    
 LW0923* LOCAL TIDAL -         1.471  (meters)       4.83   (feet)  ADJ UNCH  
 LW0923  ___________________________________________________________________
 LW0923  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW0923
 LW0923  VERT ORDER  -  SECOND    CLASS 0
 LW0923
 LW0923.The horizontal coordinates were scaled from a topographic map and have
 LW0923.an estimated accuracy of +/- 6 seconds.
 LW0923
 LW0923.The orthometric height was key entered from printed documents
 LW0923.and not key verified.
 LW0923
 LW0923.The geoid height was determined by GEOID03.
 LW0923
 LW0923;                    North         East    Units  Estimated Accuracy
 LW0923;SPC RI       -    10,990.       93,590.      MT  (+/- 180 meters Scaled)
 LW0923
 LW0923                          SUPERSEDED SURVEY CONTROL
 LW0923
 LW0923.No superseded survey control is available for this station.
 LW0923
 LW0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF839621(NAD 83)
 LW0923_MARKER: DB = BENCH MARK DISK
 LW0923_SETTING: 80 = SET IN A BOULDER
 LW0923_SP_SET: BOULDER
 LW0923_STAMPING: NO 12 1941
 LW0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0923+STABILITY: SURFACE MOTION
 LW0923
 LW0923  HISTORY     - Date     Condition        Report By
 LW0923  HISTORY     - 1941     MONUMENTED       CGS
 LW0923  HISTORY     - 1943     GOOD             NGS
 LW0923
 LW0923                          STATION DESCRIPTION
 LW0923
 LW0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0923'AT BLOCK ISLAND.
 LW0923'ON BLOCK ISLAND, NEWPORT COUNTY, ON THE PROMINENT POINT BETWEEN
 LW0923'THE CHAMPLIN YACHT STATION (USED BY THE COAST GUARD IN 1943)
 LW0923'AND THE NEW (1943) STEAMBOAT DOCK, JUST OFFSHORE IS A LARGE
 LW0923'FLAT-TOPPED REDDISH BOULDER, AND IN THE TOP OF A 5-FOOT BOULDER
 LW0923'WHICH IS ROUNDED ON THE SOUTH SIDE AND SOMEWHAT UNDERCUT ON THE
 LW0923'NORTH SIDE.  A STANDARD DISK, STAMPED NO 12 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0922 ***********************************************************************
 LW0922  DESIGNATION -  845 9491 TIDAL 13
 LW0922  PID         -  LW0922
 LW0922  STATE/COUNTY-  RI/WASHINGTON
 LW0922  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0922
 LW0922                         *CURRENT SURVEY CONTROL
 LW0922  ___________________________________________________________________
 LW0922* NAD 83(1986)-  41 10 59.     (N)    071 34 54.     (W)     SCALED    
 LW0922* LOCAL TIDAL -         1.487  (meters)       4.88   (feet)  ADJ UNCH  
 LW0922  ___________________________________________________________________
 LW0922  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW0922
 LW0922  VERT ORDER  -  SECOND    CLASS 0
 LW0922
 LW0922.The horizontal coordinates were scaled from a topographic map and have
 LW0922.an estimated accuracy of +/- 6 seconds.
 LW0922
 LW0922.The orthometric height was key entered from printed documents
 LW0922.and not key verified.
 LW0922
 LW0922.The geoid height was determined by GEOID03.
 LW0922
 LW0922;                    North         East    Units  Estimated Accuracy
 LW0922;SPC RI       -    11,080.       93,150.      MT  (+/- 180 meters Scaled)
 LW0922
 LW0922                          SUPERSEDED SURVEY CONTROL
 LW0922
 LW0922.No superseded survey control is available for this station.
 LW0922
 LW0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF834622(NAD 83)
 LW0922_MARKER: DB = BENCH MARK DISK
 LW0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0922_SP_SET: WALL
 LW0922_STAMPING: NO 13 1941
 LW0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0922
 LW0922  HISTORY     - Date     Condition        Report By
 LW0922  HISTORY     - 1941     MONUMENTED       CGS
 LW0922  HISTORY     - 19900717 GOOD             USPSQD
 LW0922
 LW0922                          STATION DESCRIPTION
 LW0922
 LW0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LW0922'AT BLOCK ISLAND.
 LW0922'ON BLOCK ISLAND, NEWPORT COUNTY, AT THE CHAMPLIN YACHT STATION
 LW0922'(USED BY THE COAST GUARD IN 1943), AT THE INSHORE END OF THE
 LW0922'DOCK, AT THE NORTHWEST CORNER OF THE SEAWALL, 9 FEET NORTH OF
 LW0922'THE NORTH SIDE OF THE OLD RUBBLE WHARF ABUTMENT, 7 FEET EAST OF
 LW0922'THE SOUTHEAST CORNER OF THE CONCRETE SPRING ENCASEMENT, AND IN
 LW0922'THE TOP OF THE CONCRETE RETAINING WALL.  A STANDARD DISK, STAMPED
 LW0922'NO 13 1941.
 LW0922
 LW0922                          STATION RECOVERY (1990)
 LW0922
 LW0922'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0921 ***********************************************************************
 LW0921  DESIGNATION -  845 9491 TIDAL 15
 LW0921  PID         -  LW0921
 LW0921  STATE/COUNTY-  RI/WASHINGTON
 LW0921  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0921
 LW0921                         *CURRENT SURVEY CONTROL
 LW0921  ___________________________________________________________________
 LW0921* NAD 83(1986)-  41 11 00.     (N)    071 34 56.     (W)     SCALED    
 LW0921* LOCAL TIDAL -         4.479  (meters)      14.69   (feet)  ADJ UNCH  
 LW0921  ___________________________________________________________________
 LW0921  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW0921
 LW0921  VERT ORDER  -  SECOND    CLASS 0
 LW0921
 LW0921.The horizontal coordinates were scaled from a topographic map and have
 LW0921.an estimated accuracy of +/- 6 seconds.
 LW0921
 LW0921.The orthometric height was key entered from printed documents
 LW0921.and not key verified.
 LW0921
 LW0921.The geoid height was determined by GEOID03.
 LW0921
 LW0921;                    North         East    Units  Estimated Accuracy
 LW0921;SPC RI       -    11,110.       93,100.      MT  (+/- 180 meters Scaled)
 LW0921
 LW0921                          SUPERSEDED SURVEY CONTROL
 LW0921
 LW0921.No superseded survey control is available for this station.
 LW0921
 LW0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF834623(NAD 83)
 LW0921_MARKER: DB = BENCH MARK DISK
 LW0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0921_STAMPING: NO 15 1941
 LW0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0921+STABILITY: SURFACE MOTION
 LW0921
 LW0921  HISTORY     - Date     Condition        Report By
 LW0921  HISTORY     - 1941     MONUMENTED       CGS
 LW0921  HISTORY     - 1943     GOOD             NGS
 LW0921  HISTORY     - 19900717 MARK NOT FOUND   USPSQD
 LW0921
 LW0921                          STATION DESCRIPTION
 LW0921
 LW0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0921'AT BLOCK ISLAND.
 LW0921'ON BLOCK ISLAND, NEWPORT COUNTY, NORTHWEST OF THE INSHORE END OF
 LW0921'THE CHAMPLIN YACHT DOCK (USED AS A COAST GUARD DOCK IN 1943),
 LW0921'JUST WEST OF THE CIRCULAR FLAGPOLE DRIVE, ON AN ELEVATED PLOT
 LW0921'OF GROUND, AND 25 FEET SOUTH OF THE NORTH BANK OF THE PLOT.  A
 LW0921'STANDARD DISK, STAMPED NO 15 1941 AND SET IN THE TOP OF A
 LW0921'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- IT WAS
 LW0921'REPORTED IN NOVEMBER 1943 THAT THE POST HAS BEVELED EDGES.
 LW0921
 LW0921                          STATION RECOVERY (1990)
 LW0921
 LW0921'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0701 ***********************************************************************
 MY0701  DESIGNATION -  9
 MY0701  PID         -  MY0701
 MY0701  STATE/COUNTY-  RI/PROVIDENCE
 MY0701  USGS QUAD   -  FRANKLIN (1979)
 MY0701
 MY0701                         *CURRENT SURVEY CONTROL
 MY0701  ___________________________________________________________________
 MY0701* NAD 83(1986)-  42 01 05.     (N)    071 24 53.     (W)     SCALED    
 MY0701* NAVD 88     -        94.549  (meters)     310.20   (feet)  ADJUSTED  
 MY0701  ___________________________________________________________________
 MY0701  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 MY0701  DYNAMIC HT  -          94.520 (meters)     310.10  (feet)  COMP
 MY0701  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 MY0701
 MY0701  VERT ORDER  -  SECOND    CLASS 0
 MY0701
 MY0701.The horizontal coordinates were scaled from a topographic map and have
 MY0701.an estimated accuracy of +/- 6 seconds.
 MY0701
 MY0701.The orthometric height was determined by differential leveling
 MY0701.and adjusted by the National Geodetic Survey in June 1991..
 MY0701
 MY0701.The geoid height was determined by GEOID03.
 MY0701
 MY0701.The dynamic height is computed by dividing the NAVD 88
 MY0701.geopotential number by the normal gravity value computed on the
 MY0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0701.degrees latitude (g = 980.6199 gals.).
 MY0701
 MY0701.The modeled gravity was interpolated from observed gravity values.
 MY0701
 MY0701;                    North         East    Units  Estimated Accuracy
 MY0701;SPC RI       -   103,820.      107,060.      MT  (+/- 180 meters Scaled)
 MY0701
 MY0701                          SUPERSEDED SURVEY CONTROL
 MY0701
 MY0701  NGVD 29 (??/??/92)   94.782  (m)          310.96   (f) ADJ UNCH    2 0
 MY0701
 MY0701.Superseded values are not recommended for survey control.
 MY0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0701.See file dsdata.txt to determine how the superseded data were derived.
 MY0701
 MY0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG000546(NAD 83)
 MY0701_MARKER: DD = SURVEY DISK
 MY0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MY0701_STAMPING: 9
 MY0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY0701+STABILITY: SURFACE MOTION
 MY0701
 MY0701  HISTORY     - Date     Condition        Report By
 MY0701  HISTORY     - UNK      MONUMENTED       RIBPR
 MY0701  HISTORY     - 1969     GOOD             NGS
 MY0701
 MY0701                          STATION DESCRIPTION
 MY0701
 MY0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MY0701'5.2 MI NE FROM WOONSOCKET.
 MY0701'ABOUT 4.3 MILES EAST ALONG STATE HIGHWAY 114 FROM THE JUNCTION
 MY0701'OF STATE HIGHWAY 126 AT WOONSOCKET, THENCE 0.9 MILE NORTHEAST
 MY0701'ALONG STATE HIGHWAY 121, 249 FEET SOUTHWEST OF THE RHODE
 MY0701'ISLAND-MASSACHUSETTS STATE LINE MARKER POST, 99.5 FEET EAST OF
 MY0701'AND ACROSS THE HIGHWAY FROM BENCH MARK R 29 DESCRIBED, 39 1/2
 MY0701'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET NORTH
 MY0701'OF A CROOKED 12 INCH PINE TREE, 2 FEET NORTHWEST OF THE SOUTHEAST
 MY0701'END OF AN OLD STONE FENCE, ABOUT LEVEL WITH THE HIGHWAY AND SET
 MY0701'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 MY0701'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0781 ***********************************************************************
 MY0781  DESIGNATION -  90
 MY0781  PID         -  MY0781
 MY0781  STATE/COUNTY-  RI/PROVIDENCE
 MY0781  USGS QUAD   -  BLACKSTONE (1979)
 MY0781
 MY0781                         *CURRENT SURVEY CONTROL
 MY0781  ___________________________________________________________________
 MY0781* NAD 83(1986)-  42 00 01.     (N)    071 34 45.     (W)     SCALED    
 MY0781* NAVD 88     -        81.806  (meters)     268.39   (feet)  ADJUSTED  
 MY0781  ___________________________________________________________________
 MY0781  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 MY0781  DYNAMIC HT  -          81.779 (meters)     268.30  (feet)  COMP
 MY0781  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 MY0781
 MY0781  VERT ORDER  -  SECOND    CLASS 0
 MY0781
 MY0781.The horizontal coordinates were scaled from a topographic map and have
 MY0781.an estimated accuracy of +/- 6 seconds.
 MY0781
 MY0781.The orthometric height was determined by differential leveling
 MY0781.and adjusted by the National Geodetic Survey in June 1991..
 MY0781
 MY0781.The geoid height was determined by GEOID03.
 MY0781
 MY0781.The dynamic height is computed by dividing the NAVD 88
 MY0781.geopotential number by the normal gravity value computed on the
 MY0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0781.degrees latitude (g = 980.6199 gals.).
 MY0781
 MY0781.The modeled gravity was interpolated from observed gravity values.
 MY0781
 MY0781;                    North         East    Units  Estimated Accuracy
 MY0781;SPC RI       -   101,840.       93,440.      MT  (+/- 180 meters Scaled)
 MY0781
 MY0781                          SUPERSEDED SURVEY CONTROL
 MY0781
 MY0781  NGVD 29 (??/??/92)   82.044  (m)          269.17   (f) ADJ UNCH    2 0
 MY0781
 MY0781.Superseded values are not recommended for survey control.
 MY0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0781.See file dsdata.txt to determine how the superseded data were derived.
 MY0781
 MY0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG863530(NAD 83)
 MY0781_MARKER: DD = SURVEY DISK
 MY0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY0781_SP_SET: CONCRETE POST
 MY0781_STAMPING: 90
 MY0781_MARK LOGO: RIBPR 
 MY0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY0781+STABILITY: SURFACE MOTION
 MY0781
 MY0781  HISTORY     - Date     Condition        Report By
 MY0781  HISTORY     - UNK      MONUMENTED       RIBPR
 MY0781  HISTORY     - 1969     GOOD             NGS
 MY0781  HISTORY     - 1986     GOOD             RIGS
 MY0781
 MY0781                          STATION DESCRIPTION
 MY0781
 MY0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MY0781'AT SLATERSVILLE.
 MY0781'AT SLATERSVILLE, ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 5
 MY0781'FROM THE JUNCTION OF STATE HIGHWAY 102, IN THE NORTHEAST CORNER
 MY0781'OF THE JUNCTION OF MAIN STREET AND NORTH MAIN STREET (STATE
 MY0781'HIGHWAY 5) AT THE EAST END OF A CURVE IN THE STONE WALL AROUND
 MY0781'THE LAWN FOR A LARGE TWO-STORIED WHITE FRAME HOUSE AT NO. 2
 MY0781'MAIN STREET, 60 FEET WEST OF A FIRE HYDRANT, 40 FEET NORTHEAST
 MY0781'OF A FLAGPOLE, 55 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MY0781'3.8 FEET NORTH OF THE NORTH CURB OF MAIN STREET, 0.5 FOOT SOUTH
 MY0781'OF THE STONE WALL, ABOUT LEVEL WITH MAIN STREET AND SET IN THE TOP
 MY0781'OF A CONCRETE POST PROJECTING 7 INCHES ABOVE THE LEVEL OF THE
 MY0781'GROUND.
 MY0781
 MY0781                          STATION RECOVERY (1986)
 MY0781
 MY0781'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 MY0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0431 ***********************************************************************
 LW0431  DESIGNATION -  92
 LW0431  PID         -  LW0431
 LW0431  STATE/COUNTY-  RI/PROVIDENCE
 LW0431  USGS QUAD   -  PROVIDENCE (1975)
 LW0431
 LW0431                         *CURRENT SURVEY CONTROL
 LW0431  ___________________________________________________________________
 LW0431* NAD 83(1986)-  41 50 54.     (N)    071 27 26.     (W)     SCALED    
 LW0431* NAVD 88     -        60.654  (meters)     199.00   (feet)  ADJUSTED  
 LW0431  ___________________________________________________________________
 LW0431  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW0431  DYNAMIC HT  -          60.635 (meters)     198.93  (feet)  COMP
 LW0431  MODELED GRAV-     980,310.3   (mgal)                       NAVD 88
 LW0431
 LW0431  VERT ORDER  -  SECOND    CLASS 0
 LW0431
 LW0431.The horizontal coordinates were scaled from a topographic map and have
 LW0431.an estimated accuracy of +/- 6 seconds.
 LW0431
 LW0431.The orthometric height was determined by differential leveling
 LW0431.and adjusted by the National Geodetic Survey in June 1991..
 LW0431
 LW0431.The geoid height was determined by GEOID03.
 LW0431
 LW0431.The dynamic height is computed by dividing the NAVD 88
 LW0431.geopotential number by the normal gravity value computed on the
 LW0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0431.degrees latitude (g = 980.6199 gals.).
 LW0431
 LW0431.The modeled gravity was interpolated from observed gravity values.
 LW0431
 LW0431;                    North         East    Units  Estimated Accuracy
 LW0431;SPC RI       -    84,960.      103,550.      MT  (+/- 180 meters Scaled)
 LW0431
 LW0431                          SUPERSEDED SURVEY CONTROL
 LW0431
 LW0431  NGVD 29 (??/??/92)   60.901  (m)          199.81   (f) ADJ UNCH    2 0
 LW0431
 LW0431.Superseded values are not recommended for survey control.
 LW0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0431.See file dsdata.txt to determine how the superseded data were derived.
 LW0431
 LW0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG960358(NAD 83)
 LW0431_MARKER: DD = SURVEY DISK
 LW0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0431_STAMPING: 92
 LW0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0431+STABILITY: SURFACE MOTION
 LW0431
 LW0431  HISTORY     - Date     Condition        Report By
 LW0431  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0431  HISTORY     - 1969     GOOD             NGS
 LW0431
 LW0431                          STATION DESCRIPTION
 LW0431
 LW0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0431'AT NORTH PROVIDENCE.
 LW0431'AT NORTH PROVIDENCE, ABOUT 0.65 MILE NORTHWEST ALONG U.S. HIGHWAY
 LW0431'44 FROM THE LA SALLE ACADEMY, IN THE WEST CORNER OF THE Y JUNCTION
 LW0431'FORMED BY THE HIGHWAY AND OLNEY AVENUE, 21 FEET NORTH OF THE
 LW0431'CENTER LINE OF OLNEY AVENUE, 11.6 FEET SOUTHWEST OF THE SOUTHWEST
 LW0431'CURB OF THE HIGHWAY (SMITH STREET), 0.5 FOOT EAST OF THE EAST
 LW0431'FACE OF A STONE WALL, 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 LW0431'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 LW0431'THE LEVEL OF THE GROUND.  NOTE-- THE POST IS CHIPPED ON THE NORTH
 LW0431'SIDE BUT POST IS VERY SOLID IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0433 ***********************************************************************
 LW0433  DESIGNATION -  93
 LW0433  PID         -  LW0433
 LW0433  STATE/COUNTY-  RI/PROVIDENCE
 LW0433  USGS QUAD   -  PROVIDENCE (1975)
 LW0433
 LW0433                         *CURRENT SURVEY CONTROL
 LW0433  ___________________________________________________________________
 LW0433* NAD 83(1986)-  41 51 16.     (N)    071 28 19.     (W)     SCALED    
 LW0433* NAVD 88     -        42.686  (meters)     140.05   (feet)  ADJUSTED  
 LW0433  ___________________________________________________________________
 LW0433  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW0433  DYNAMIC HT  -          42.673 (meters)     140.00  (feet)  COMP
 LW0433  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 LW0433
 LW0433  VERT ORDER  -  SECOND    CLASS 0
 LW0433
 LW0433.The horizontal coordinates were scaled from a topographic map and have
 LW0433.an estimated accuracy of +/- 6 seconds.
 LW0433
 LW0433.The orthometric height was determined by differential leveling
 LW0433.and adjusted by the National Geodetic Survey in June 1991..
 LW0433
 LW0433.The geoid height was determined by GEOID03.
 LW0433
 LW0433.The dynamic height is computed by dividing the NAVD 88
 LW0433.geopotential number by the normal gravity value computed on the
 LW0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0433.degrees latitude (g = 980.6199 gals.).
 LW0433
 LW0433.The modeled gravity was interpolated from observed gravity values.
 LW0433
 LW0433;                    North         East    Units  Estimated Accuracy
 LW0433;SPC RI       -    85,640.      102,330.      MT  (+/- 180 meters Scaled)
 LW0433
 LW0433                          SUPERSEDED SURVEY CONTROL
 LW0433
 LW0433  NGVD 29 (??/??/92)   42.934  (m)          140.86   (f) ADJ UNCH    2 0
 LW0433
 LW0433.Superseded values are not recommended for survey control.
 LW0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0433.See file dsdata.txt to determine how the superseded data were derived.
 LW0433
 LW0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG948365(NAD 83)
 LW0433_MARKER: DD = SURVEY DISK
 LW0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0433_STAMPING: 93
 LW0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0433+STABILITY: SURFACE MOTION
 LW0433
 LW0433  HISTORY     - Date     Condition        Report By
 LW0433  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0433  HISTORY     - 1969     GOOD             NGS
 LW0433
 LW0433                          STATION DESCRIPTION
 LW0433
 LW0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0433'AT NORTH PROVIDENCE.
 LW0433'AT NORTH PROVIDENCE, ABOUT 1.6 MILES NORTHWEST ALONG U.S. HIGHWAY
 LW0433'44 (SMITH STREET) FROM THE LA SALLE ACADEMY, AT THE JUNCTION OF
 LW0433'BEVERLY ANN DRIVE, BETWEEN THE TOYOTA AUTMOBILE AGENCY AND A
 LW0433'SHELL GAS STATION, 38 FEET NORTHWEST OF THE EXTENDED CENTER
 LW0433'LINE OF THE DRIVE, 13 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 LW0433'THE HIGHWAY, 19 FEET WEST-SOUTHWEST OF A METAL POST SUPPORTING
 LW0433'A S AND H GREEN STAMP SIGN, 11.2 FEET SOUTHWEST OF THE SOUTHWEST
 LW0433'SIDE OF POWER LINE POLE 160, 1 FOOT EAST OF THE EAST END OF A
 LW0433'STONE FENCE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 LW0433'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW0433'1 FOOT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0436 ***********************************************************************
 LW0436  DESIGNATION -  94
 LW0436  PID         -  LW0436
 LW0436  STATE/COUNTY-  RI/PROVIDENCE
 LW0436  USGS QUAD   -  PROVIDENCE (1975)
 LW0436
 LW0436                         *CURRENT SURVEY CONTROL
 LW0436  ___________________________________________________________________
 LW0436* NAD 83(1986)-  41 51 36.     (N)    071 29 22.     (W)     SCALED    
 LW0436* NAVD 88     -        35.745  (meters)     117.27   (feet)  ADJUSTED  
 LW0436  ___________________________________________________________________
 LW0436  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW0436  DYNAMIC HT  -          35.733 (meters)     117.23  (feet)  COMP
 LW0436  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 LW0436
 LW0436  VERT ORDER  -  SECOND    CLASS 0
 LW0436
 LW0436.The horizontal coordinates were scaled from a topographic map and have
 LW0436.an estimated accuracy of +/- 6 seconds.
 LW0436
 LW0436.The orthometric height was determined by differential leveling
 LW0436.and adjusted by the National Geodetic Survey in June 1991..
 LW0436
 LW0436.The geoid height was determined by GEOID03.
 LW0436
 LW0436.The dynamic height is computed by dividing the NAVD 88
 LW0436.geopotential number by the normal gravity value computed on the
 LW0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0436.degrees latitude (g = 980.6199 gals.).
 LW0436
 LW0436.The modeled gravity was interpolated from observed gravity values.
 LW0436
 LW0436;                    North         East    Units  Estimated Accuracy
 LW0436;SPC RI       -    86,260.      100,880.      MT  (+/- 180 meters Scaled)
 LW0436
 LW0436                          SUPERSEDED SURVEY CONTROL
 LW0436
 LW0436  NGVD 29 (??/??/92)   35.993  (m)          118.09   (f) ADJ UNCH    2 0
 LW0436
 LW0436.Superseded values are not recommended for survey control.
 LW0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0436.See file dsdata.txt to determine how the superseded data were derived.
 LW0436
 LW0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG933372(NAD 83)
 LW0436_MARKER: DD = SURVEY DISK
 LW0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0436_STAMPING: 94
 LW0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0436+STABILITY: SURFACE MOTION
 LW0436
 LW0436  HISTORY     - Date     Condition        Report By
 LW0436  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0436  HISTORY     - 1969     GOOD             NGS
 LW0436
 LW0436                          STATION DESCRIPTION
 LW0436
 LW0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0436'3.6 MI E FROM GREENVILLE.
 LW0436'ABOUT 3.6 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LW0436'AT GREENVILLE, AT GRANITEVILLE, ABOUT 128 YARDS NORTHWEST OF THE
 LW0436'JUNCTION OF STATE HIGHWAY 128, IN THE CENTER LINE OF A DRIVEWAY
 LW0436'LEADING NORTHEAST TO CENTRE-DALE GARAGE, 56.5 FEET SOUTHEAST OF
 LW0436'A FIRE HYDRANT, 32.2 FEET NORTHEAST OF THE WEST CORNER OF AN OLD
 LW0436'CONCRETE BLOCK ONE STORY BUILDING, 8.5 FEET NORTHEAST OF THE
 LW0436'NORTHEAST CURB OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, SET
 LW0436'IN THE TOP OF A CONCRETE POST FLUSH WITH THE BLACK TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1298 ***********************************************************************
 LW1298  DESIGNATION -  95
 LW1298  PID         -  LW1298
 LW1298  STATE/COUNTY-  RI/PROVIDENCE
 LW1298  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1298
 LW1298                         *CURRENT SURVEY CONTROL
 LW1298  ___________________________________________________________________
 LW1298* NAD 83(1986)-  41 52 04.     (N)    071 30 20.     (W)     SCALED    
 LW1298* NAVD 88     -        56.195  (meters)     184.37   (feet)  ADJUSTED  
 LW1298  ___________________________________________________________________
 LW1298  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW1298  DYNAMIC HT  -          56.177 (meters)     184.31  (feet)  COMP
 LW1298  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 LW1298
 LW1298  VERT ORDER  -  SECOND    CLASS 0
 LW1298
 LW1298.The horizontal coordinates were scaled from a topographic map and have
 LW1298.an estimated accuracy of +/- 6 seconds.
 LW1298
 LW1298.The orthometric height was determined by differential leveling
 LW1298.and adjusted by the National Geodetic Survey in June 1991..
 LW1298
 LW1298.The geoid height was determined by GEOID03.
 LW1298
 LW1298.The dynamic height is computed by dividing the NAVD 88
 LW1298.geopotential number by the normal gravity value computed on the
 LW1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1298.degrees latitude (g = 980.6199 gals.).
 LW1298
 LW1298.The modeled gravity was interpolated from observed gravity values.
 LW1298
 LW1298;                    North         East    Units  Estimated Accuracy
 LW1298;SPC RI       -    87,120.       99,540.      MT  (+/- 180 meters Scaled)
 LW1298
 LW1298                          SUPERSEDED SURVEY CONTROL
 LW1298
 LW1298  NGVD 29 (??/??/92)   56.444  (m)          185.18   (f) ADJ UNCH    2 0
 LW1298
 LW1298.Superseded values are not recommended for survey control.
 LW1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1298.See file dsdata.txt to determine how the superseded data were derived.
 LW1298
 LW1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG920381(NAD 83)
 LW1298_MARKER: DD = SURVEY DISK
 LW1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1298_SP_SET: CONCRETE POST
 LW1298_STAMPING: 95
 LW1298_MARK LOGO: RIBPR 
 LW1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1298+STABILITY: SURFACE MOTION
 LW1298
 LW1298  HISTORY     - Date     Condition        Report By
 LW1298  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1298  HISTORY     - 1969     GOOD             NGS
 LW1298  HISTORY     - 1986     GOOD             RIGS
 LW1298  HISTORY     - 1988     GOOD             USPSQD
 LW1298
 LW1298                          STATION DESCRIPTION
 LW1298
 LW1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1298'2.6 MI E FROM GREENVILLE.
 LW1298'ABOUT 2.65 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LW1298'AT GREENVILLE, 19.2 FEET NORTH OF THE NORTH CORNER OF THE ROSE
 LW1298'BEVERAGE COMPANY BUILDING, 22 FEET SOUTHWEST OF THE CENTER
 LW1298'LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 12.6 FEET SOUTHEAST
 LW1298'OF THE NORTH CORNER OF A 2 1/2 FOOT HIGH CONCRETE WALL AROUND
 LW1298'THE PLANT, 2 FEET SOUTHEAST OF THE SOUTH CORNER OF A CATCH
 LW1298'BASIN, 0.8 FOOT NORTHEAST OF THE NORTHEAST FACE OF THE WALL,
 LW1298'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW1298'POST 1 INCH BELOW THE LEVEL OF THE GROUND.
 LW1298
 LW1298                          STATION RECOVERY (1986)
 LW1298
 LW1298'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1298'RECOVERED IN GOOD CONDITION.
 LW1298
 LW1298                          STATION RECOVERY (1988)
 LW1298
 LW1298'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1299 ***********************************************************************
 LW1299  DESIGNATION -  96
 LW1299  PID         -  LW1299
 LW1299  STATE/COUNTY-  RI/PROVIDENCE
 LW1299  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1299
 LW1299                         *CURRENT SURVEY CONTROL
 LW1299  ___________________________________________________________________
 LW1299* NAD 83(1986)-  41 52 13.     (N)    071 31 28.     (W)     SCALED    
 LW1299* NAVD 88     -        78.346  (meters)     257.04   (feet)  ADJUSTED  
 LW1299  ___________________________________________________________________
 LW1299  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW1299  DYNAMIC HT  -          78.320 (meters)     256.95  (feet)  COMP
 LW1299  MODELED GRAV-     980,291.6   (mgal)                       NAVD 88
 LW1299
 LW1299  VERT ORDER  -  SECOND    CLASS 0
 LW1299
 LW1299.The horizontal coordinates were scaled from a topographic map and have
 LW1299.an estimated accuracy of +/- 6 seconds.
 LW1299
 LW1299.The orthometric height was determined by differential leveling
 LW1299.and adjusted by the National Geodetic Survey in June 1991..
 LW1299
 LW1299.The geoid height was determined by GEOID03.
 LW1299
 LW1299.The dynamic height is computed by dividing the NAVD 88
 LW1299.geopotential number by the normal gravity value computed on the
 LW1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1299.degrees latitude (g = 980.6199 gals.).
 LW1299
 LW1299.The modeled gravity was interpolated from observed gravity values.
 LW1299
 LW1299;                    North         East    Units  Estimated Accuracy
 LW1299;SPC RI       -    87,400.       97,970.      MT  (+/- 180 meters Scaled)
 LW1299
 LW1299                          SUPERSEDED SURVEY CONTROL
 LW1299
 LW1299  NGVD 29 (??/??/92)   78.593  (m)          257.85   (f) ADJ UNCH    2 0
 LW1299
 LW1299.Superseded values are not recommended for survey control.
 LW1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1299.See file dsdata.txt to determine how the superseded data were derived.
 LW1299
 LW1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG905384(NAD 83)
 LW1299_MARKER: DD = SURVEY DISK
 LW1299_SETTING: 66 = SET IN ROCK OUTCROP
 LW1299_SP_SET: ROCK CUT
 LW1299_STAMPING: 96
 LW1299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1299+STABILITY: POSITION/ELEVATION WELL
 LW1299
 LW1299  HISTORY     - Date     Condition        Report By
 LW1299  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1299  HISTORY     - 1969     GOOD             NGS
 LW1299  HISTORY     - 1988     GOOD             USPSQD
 LW1299
 LW1299                          STATION DESCRIPTION
 LW1299
 LW1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1299'1.6 MI E FROM GREENVILLE.
 LW1299'ABOUT 1.65 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LW1299'AT GREENVILLE, AT THE EAST EDGE OF THE RIGHT-OF-WAY FOR A
 LW1299'DOUBLE POWER LINE WHICH CROSSES OVER THE HIGHWAY, SET IN THE
 LW1299'TOP OF A TRIANGULAR SHAPED ROCK LEDGE WHICH IS 2 1/2 FEET LONG
 LW1299'AND IS AT THE BASE OF A ROCK CUT WHICH IS 50 FEET LONG AND 10
 LW1299'FEET HIGH AT THE HIGHEST POINT, 20 FEET NORTH OF THE CENTER
 LW1299'LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 25 1/2 FEET WEST OF
 LW1299'POWER LINE POLE 109, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 LW1299'HIGHWAY.
 LW1299
 LW1299                          STATION RECOVERY (1988)
 LW1299
 LW1299'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1301 ***********************************************************************
 LW1301  DESIGNATION -  97
 LW1301  PID         -  LW1301
 LW1301  STATE/COUNTY-  RI/PROVIDENCE
 LW1301  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1301
 LW1301                         *CURRENT SURVEY CONTROL
 LW1301  ___________________________________________________________________
 LW1301* NAD 83(1986)-  41 52 11.     (N)    071 31 50.     (W)     SCALED    
 LW1301* NAVD 88     -        75.409  (meters)     247.40   (feet)  ADJUSTED  
 LW1301  ___________________________________________________________________
 LW1301  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW1301  DYNAMIC HT  -          75.383 (meters)     247.32  (feet)  COMP
 LW1301  MODELED GRAV-     980,290.2   (mgal)                       NAVD 88
 LW1301
 LW1301  VERT ORDER  -  SECOND    CLASS 0
 LW1301
 LW1301.The horizontal coordinates were scaled from a topographic map and have
 LW1301.an estimated accuracy of +/- 6 seconds.
 LW1301
 LW1301.The orthometric height was determined by differential leveling
 LW1301.and adjusted by the National Geodetic Survey in June 1991..
 LW1301
 LW1301.The geoid height was determined by GEOID03.
 LW1301
 LW1301.The dynamic height is computed by dividing the NAVD 88
 LW1301.geopotential number by the normal gravity value computed on the
 LW1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1301.degrees latitude (g = 980.6199 gals.).
 LW1301
 LW1301.The modeled gravity was interpolated from observed gravity values.
 LW1301
 LW1301;                    North         East    Units  Estimated Accuracy
 LW1301;SPC RI       -    87,340.       97,460.      MT  (+/- 180 meters Scaled)
 LW1301
 LW1301                          SUPERSEDED SURVEY CONTROL
 LW1301
 LW1301  NGVD 29 (??/??/92)   75.656  (m)          248.21   (f) ADJ UNCH    2 0
 LW1301
 LW1301.Superseded values are not recommended for survey control.
 LW1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1301.See file dsdata.txt to determine how the superseded data were derived.
 LW1301
 LW1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG899384(NAD 83)
 LW1301_MARKER: DD = SURVEY DISK
 LW1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1301_STAMPING: 97
 LW1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1301+STABILITY: SURFACE MOTION
 LW1301
 LW1301  HISTORY     - Date     Condition        Report By
 LW1301  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1301  HISTORY     - 1969     GOOD             NGS
 LW1301
 LW1301                          STATION DESCRIPTION
 LW1301
 LW1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1301'1.3 MI E FROM GREENVILLE.
 LW1301'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LW1301'AT GREENVILLE, 137 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 LW1301'INTERSECTION OF STATE HIGHWAY 5, 83 FEET NORTHEAST OF AND
 LW1301'ACROSS STATE HIGHWAY 5 FROM A FIRE HYDRANT, 42 FEET EAST OF THE
 LW1301'CENTER LINE OF STATE HIGHWAY 5, 30 FEET SOUTH OF POWER LINE POLE
 LW1301'25, 1 FOOT WEST OF THE WEST FACE OF A STONE FENCE, ABOUT LEVEL
 LW1301'WITH STATE HIGHWAY 5 AND SET IN THE TOP OF A CONCRETE POST
 LW1301'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1303 ***********************************************************************
 LW1303  DESIGNATION -  98
 LW1303  PID         -  LW1303
 LW1303  STATE/COUNTY-  RI/PROVIDENCE
 LW1303  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1303
 LW1303                         *CURRENT SURVEY CONTROL
 LW1303  ___________________________________________________________________
 LW1303* NAD 83(1986)-  41 52 14.     (N)    071 32 45.     (W)     SCALED    
 LW1303* NAVD 88     -        97.793  (meters)     320.84   (feet)  ADJUSTED  
 LW1303  ___________________________________________________________________
 LW1303  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1303  DYNAMIC HT  -          97.760 (meters)     320.73  (feet)  COMP
 LW1303  MODELED GRAV-     980,287.7   (mgal)                       NAVD 88
 LW1303
 LW1303  VERT ORDER  -  SECOND    CLASS 0
 LW1303
 LW1303.The horizontal coordinates were scaled from a topographic map and have
 LW1303.an estimated accuracy of +/- 6 seconds.
 LW1303
 LW1303.The orthometric height was determined by differential leveling
 LW1303.and adjusted by the National Geodetic Survey in June 1991..
 LW1303
 LW1303.The geoid height was determined by GEOID03.
 LW1303
 LW1303.The dynamic height is computed by dividing the NAVD 88
 LW1303.geopotential number by the normal gravity value computed on the
 LW1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1303.degrees latitude (g = 980.6199 gals.).
 LW1303
 LW1303.The modeled gravity was interpolated from observed gravity values.
 LW1303
 LW1303;                    North         East    Units  Estimated Accuracy
 LW1303;SPC RI       -    87,430.       96,200.      MT  (+/- 180 meters Scaled)
 LW1303
 LW1303                          SUPERSEDED SURVEY CONTROL
 LW1303
 LW1303  NGVD 29 (??/??/92)   98.040  (m)          321.65   (f) ADJ UNCH    2 0
 LW1303
 LW1303.Superseded values are not recommended for survey control.
 LW1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1303.See file dsdata.txt to determine how the superseded data were derived.
 LW1303
 LW1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG887385(NAD 83)
 LW1303_MARKER: DD = SURVEY DISK
 LW1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1303_STAMPING: 98
 LW1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1303+STABILITY: SURFACE MOTION
 LW1303
 LW1303  HISTORY     - Date     Condition        Report By
 LW1303  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1303  HISTORY     - 1969     GOOD             NGS
 LW1303
 LW1303                          STATION DESCRIPTION
 LW1303
 LW1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1303'AT GREENVILLE.
 LW1303'AT GREENVILLE, ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 44 FROM
 LW1303'THE POST OFFICE, NEAR THE SOUTHWEST CORNER OF A LAWN FOR A
 LW1303'RESIDENCE AT NUMBER 555, AT THE NORTHEAST CORNER OF THE JUNCTION
 LW1303'OF PROSPECT STREET, 26 FEET EAST OF THE CENTER LINE OF PROSPECT
 LW1303'STREET, 7 FEET NORTH OF THE NORTH CURB OF THE HIGHWAY, 12 FEET
 LW1303'SOUTHEAST OF A COMBINATION POWER AND TELEPHONE POLE, 6 FEET
 LW1303'EAST OF THE SOUTHWEST CORNER OF A ROW OF HEDGE, IN THE HEDGE
 LW1303'LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LW1303'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1304 ***********************************************************************
 LW1304  DESIGNATION -  99
 LW1304  PID         -  LW1304
 LW1304  STATE/COUNTY-  RI/PROVIDENCE
 LW1304  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1304
 LW1304                         *CURRENT SURVEY CONTROL
 LW1304  ___________________________________________________________________
 LW1304* NAD 83(1986)-  41 52 16.     (N)    071 33 02.     (W)     SCALED    
 LW1304* NAVD 88     -        85.702  (meters)     281.17   (feet)  ADJUSTED  
 LW1304  ___________________________________________________________________
 LW1304  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1304  DYNAMIC HT  -          85.673 (meters)     281.08  (feet)  COMP
 LW1304  MODELED GRAV-     980,287.1   (mgal)                       NAVD 88
 LW1304
 LW1304  VERT ORDER  -  SECOND    CLASS 0
 LW1304
 LW1304.The horizontal coordinates were scaled from a topographic map and have
 LW1304.an estimated accuracy of +/- 6 seconds.
 LW1304
 LW1304.The orthometric height was determined by differential leveling
 LW1304.and adjusted by the National Geodetic Survey in June 1991..
 LW1304
 LW1304.The geoid height was determined by GEOID03.
 LW1304
 LW1304.The dynamic height is computed by dividing the NAVD 88
 LW1304.geopotential number by the normal gravity value computed on the
 LW1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1304.degrees latitude (g = 980.6199 gals.).
 LW1304
 LW1304.The modeled gravity was interpolated from observed gravity values.
 LW1304
 LW1304;                    North         East    Units  Estimated Accuracy
 LW1304;SPC RI       -    87,490.       95,800.      MT  (+/- 180 meters Scaled)
 LW1304
 LW1304                          SUPERSEDED SURVEY CONTROL
 LW1304
 LW1304  NGVD 29 (??/??/92)   85.950  (m)          281.99   (f) ADJ UNCH    2 0
 LW1304
 LW1304.Superseded values are not recommended for survey control.
 LW1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1304.See file dsdata.txt to determine how the superseded data were derived.
 LW1304
 LW1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG883386(NAD 83)
 LW1304_MARKER: DD = SURVEY DISK
 LW1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1304_STAMPING: 99
 LW1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1304+STABILITY: SURFACE MOTION
 LW1304
 LW1304  HISTORY     - Date     Condition        Report By
 LW1304  HISTORY     - UNK      MONUMENTED       RIBPR
 LW1304  HISTORY     - 1969     GOOD             NGS
 LW1304
 LW1304                          STATION DESCRIPTION
 LW1304
 LW1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1304'AT GREENVILLE.
 LW1304'AT GREENVILLE, ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 44 FROM
 LW1304'THE POST OFFICE, ABOUT 0.1 MILE EAST OF THE JUNCTION OF STATE
 LW1304'HIGHWAY 116, 126 FEET WEST NORTHWEST OF THE CENTER OF THE JUNCTION
 LW1304'OF SPRING VALLEY ROAD LEADING NORTH, 8.5 FEET NORTH OF THE
 LW1304'NORTH CURB OF THE HIGHWAY, 13.3 FEET EAST OF THE EAST END OF
 LW1304'A LONG 1 1/2 FOOT HIGH STONE RETAINING WALL, 1 FOOT NORTH OF THE
 LW1304'NORTH EDGE OF THE BLACK TOPPED SIDEWALK, 16 FEET NORTHEAST OF
 LW1304'POWER LINE POLE 167, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LW1304'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 LW1304'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0744 ***********************************************************************
 LW0744  DESIGNATION -  A 1
 LW0744  PID         -  LW0744
 LW0744  STATE/COUNTY-  RI/WASHINGTON
 LW0744  USGS QUAD   -  ASHAWAY (1984)
 LW0744
 LW0744                         *CURRENT SURVEY CONTROL
 LW0744  ___________________________________________________________________
 LW0744* NAD 83(1986)-  41 22 47.     (N)    071 49 54.     (W)     SCALED    
 LW0744* NAVD 88     -        10.223  (meters)      33.54   (feet)  ADJUSTED  
 LW0744  ___________________________________________________________________
 LW0744  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW0744  DYNAMIC HT  -          10.219 (meters)      33.53  (feet)  COMP
 LW0744  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LW0744
 LW0744  VERT ORDER  -  FIRST     CLASS II
 LW0744
 LW0744.The horizontal coordinates were scaled from a topographic map and have
 LW0744.an estimated accuracy of +/- 6 seconds.
 LW0744
 LW0744.The orthometric height was determined by differential leveling
 LW0744.and adjusted by the National Geodetic Survey in June 1991..
 LW0744
 LW0744.The geoid height was determined by GEOID03.
 LW0744
 LW0744.The dynamic height is computed by dividing the NAVD 88
 LW0744.geopotential number by the normal gravity value computed on the
 LW0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0744.degrees latitude (g = 980.6199 gals.).
 LW0744
 LW0744.The modeled gravity was interpolated from observed gravity values.
 LW0744
 LW0744;                    North         East    Units  Estimated Accuracy
 LW0744;SPC RI       -    32,970.       72,260.      MT  (+/- 180 meters Scaled)
 LW0744
 LW0744                          SUPERSEDED SURVEY CONTROL
 LW0744
 LW0744  NGVD 29 (??/??/92)   10.512  (m)           34.49   (f) ADJ UNCH    1 2
 LW0744
 LW0744.Superseded values are not recommended for survey control.
 LW0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0744.See file dsdata.txt to determine how the superseded data were derived.
 LW0744
 LW0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF632847(NAD 83)
 LW0744_MARKER: DB = BENCH MARK DISK
 LW0744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0744_SP_SET: BRIDGE
 LW0744_STAMPING: ELEV 34.505 FT A 1922
 LW0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0744
 LW0744  HISTORY     - Date     Condition        Report By
 LW0744  HISTORY     - 1922     MONUMENTED       CGS
 LW0744  HISTORY     - 1950     GOOD             NGS
 LW0744  HISTORY     - 1969     GOOD             NGS
 LW0744  HISTORY     - 1988     GOOD             USPSQD
 LW0744  HISTORY     - 1989     GOOD             USPSQD
 LW0744
 LW0744                          STATION DESCRIPTION
 LW0744
 LW0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LW0744'AT WESTERLY.
 LW0744'AT WESTERLY, WASHINGTON COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LW0744'HARTFORD RAILROAD, AT BRIDGE 18.31 OVER PAWCATUCK RIVER, IN THE
 LW0744'TOP OF THE WEST PARAPET WALL OF THE NORTH ABUTMENT, 9 FEET WEST
 LW0744'OF THE WEST RAIL OF THE TRACK, AND ABOUT ONE FOOT BELOW THE LEVEL
 LW0744'OF THE TRACK.  A STANDARD DISK, STAMPED ELEV 34.505 FT A 1 1922.
 LW0744'NOTE-- THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD IS NOW
 LW0744'OPERATED BY THE PENN CENTRAL RAILROAD.
 LW0744
 LW0744                          STATION RECOVERY (1969)
 LW0744
 LW0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0744'RECOVERED IN GOOD CONDITION.
 LW0744
 LW0744                          STATION RECOVERY (1988)
 LW0744
 LW0744'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0744'RECOVERED IN GOOD CONDITION.
 LW0744
 LW0744                          STATION RECOVERY (1989)
 LW0744
 LW0744'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1107 ***********************************************************************
 LW1107  DESIGNATION -  A 10
 LW1107  PID         -  LW1107
 LW1107  STATE/COUNTY-  RI/PROVIDENCE
 LW1107  USGS QUAD   -  CLAYVILLE (1975)
 LW1107
 LW1107                         *CURRENT SURVEY CONTROL
 LW1107  ___________________________________________________________________
 LW1107* NAD 83(1986)-  41 48 26.     (N)    071 41 55.     (W)     SCALED    
 LW1107* NAVD 88     -       110.159  (meters)     361.41   (feet)  ADJUSTED  
 LW1107  ___________________________________________________________________
 LW1107  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW1107  DYNAMIC HT  -         110.120 (meters)     361.29  (feet)  COMP
 LW1107  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 LW1107
 LW1107  VERT ORDER  -  SECOND    CLASS 0
 LW1107
 LW1107.The horizontal coordinates were scaled from a topographic map and have
 LW1107.an estimated accuracy of +/- 6 seconds.
 LW1107
 LW1107.The orthometric height was determined by differential leveling
 LW1107.and adjusted by the National Geodetic Survey in June 1991..
 LW1107
 LW1107.The geoid height was determined by GEOID03.
 LW1107
 LW1107.The dynamic height is computed by dividing the NAVD 88
 LW1107.geopotential number by the normal gravity value computed on the
 LW1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1107.degrees latitude (g = 980.6199 gals.).
 LW1107
 LW1107.The modeled gravity was interpolated from observed gravity values.
 LW1107
 LW1107;                    North         East    Units  Estimated Accuracy
 LW1107;SPC RI       -    80,420.       83,500.      MT  (+/- 180 meters Scaled)
 LW1107
 LW1107                          SUPERSEDED SURVEY CONTROL
 LW1107
 LW1107  NGVD 29 (??/??/92)  110.402  (m)          362.21   (f) ADJ UNCH    2 0
 LW1107
 LW1107.Superseded values are not recommended for survey control.
 LW1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1107.See file dsdata.txt to determine how the superseded data were derived.
 LW1107
 LW1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG758318(NAD 83)
 LW1107_MARKER: DB = BENCH MARK DISK
 LW1107_SETTING: 80 = SET IN A BOULDER
 LW1107_SP_SET: BOULDER
 LW1107_STAMPING: A 10 1958
 LW1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1107+STABILITY: SURFACE MOTION
 LW1107
 LW1107  HISTORY     - Date     Condition        Report By
 LW1107  HISTORY     - 1958     MONUMENTED       CGS
 LW1107  HISTORY     - 1969     GOOD             NGS
 LW1107  HISTORY     - 1988     GOOD             USPSQD
 LW1107
 LW1107                          STATION DESCRIPTION
 LW1107
 LW1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1107'2.8 MI SE FROM SIMMONS CORNER.
 LW1107'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1107'OF STATE HIGHWAY 94 AT SIMMONS CORNER, THENCE 1.2 MILES
 LW1107'SOUTH ALONG RAMS TAIL ROAD, ABOUT 0.15 MILE NORTH OF THE
 LW1107'JUNCTION OF CENTRAL PIKE, SET IN THE TOP OF A FLAT ROCK WHICH
 LW1107'IS 7 FEET LONG-5 FEET WIDE AND 1 FOOT HIGH AT THE NORTHWEST
 LW1107'END, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 136
 LW1107'FEET SOUTHEAST OF AND ACROSS THE ROAD FROM POWER LINE POLE
 LW1107'NO. 4, 1/2 FOOT SOUTHEAST OF THE NORTHWEST END OF THE ROCK,
 LW1107'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 LW1107
 LW1107                          STATION RECOVERY (1988)
 LW1107
 LW1107'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0175 ***********************************************************************
 LW0175  DESIGNATION -  A 16
 LW0175  PID         -  LW0175
 LW0175  STATE/COUNTY-  RI/PROVIDENCE
 LW0175  USGS QUAD   -  ATTLEBORO (1979)
 LW0175
 LW0175                         *CURRENT SURVEY CONTROL
 LW0175  ___________________________________________________________________
 LW0175* NAD 83(1986)-  41 53 33.     (N)    071 21 27.     (W)     SCALED    
 LW0175* NAVD 88     -        27.172  (meters)      89.15   (feet)  ADJUSTED  
 LW0175  ___________________________________________________________________
 LW0175  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LW0175  DYNAMIC HT  -          27.164 (meters)      89.12  (feet)  COMP
 LW0175  MODELED GRAV-     980,328.4   (mgal)                       NAVD 88
 LW0175
 LW0175  VERT ORDER  -  FIRST     CLASS II
 LW0175
 LW0175.The horizontal coordinates were scaled from a topographic map and have
 LW0175.an estimated accuracy of +/- 6 seconds.
 LW0175
 LW0175.The orthometric height was determined by differential leveling
 LW0175.and adjusted by the National Geodetic Survey in June 1991..
 LW0175
 LW0175.The geoid height was determined by GEOID03.
 LW0175
 LW0175.The dynamic height is computed by dividing the NAVD 88
 LW0175.geopotential number by the normal gravity value computed on the
 LW0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0175.degrees latitude (g = 980.6199 gals.).
 LW0175
 LW0175.The modeled gravity was interpolated from observed gravity values.
 LW0175
 LW0175;                    North         East    Units  Estimated Accuracy
 LW0175;SPC RI       -    89,880.      111,830.      MT  (+/- 180 meters Scaled)
 LW0175
 LW0175                          SUPERSEDED SURVEY CONTROL
 LW0175
 LW0175  NGVD 29 (??/??/92)   27.414  (m)           89.94   (f) ADJ UNCH    1 2
 LW0175
 LW0175.Superseded values are not recommended for survey control.
 LW0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0175.See file dsdata.txt to determine how the superseded data were derived.
 LW0175
 LW0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG044405(NAD 83)
 LW0175_MARKER: DB = BENCH MARK DISK
 LW0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0175_SP_SET: BUILDING
 LW0175_STAMPING: A 16 1965
 LW0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0175
 LW0175  HISTORY     - Date     Condition        Report By
 LW0175  HISTORY     - 1965     MONUMENTED       CGS
 LW0175
 LW0175                          STATION DESCRIPTION
 LW0175
 LW0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0175'AT PAWTUCKET.
 LW0175'AT PAWTUCKET, ABOUT 0.9 MILE NORTHEAST ALONG COTTAGE STREET
 LW0175'FROM THE JUNCTION OF CENTRAL AVENUE, AT THE INTERSECTION OF
 LW0175'COTTAGE STREET AND BENEFIT STREET, SET VERTICALLY IN THE
 LW0175'NORTHEAST FACE AT THE EAST CORNER OF THE SALOIS SANITARY DAIRY,
 LW0175'49 FEET NORTH OF THE NORTH CURB OF BENEFIT STREET, 19 1/2 FEET
 LW0175'NORTHWEST OF THE NORTHWEST CURB OF COTTAGE STREET, 1.4 FEET NORTH
 LW0175'OF THE EAST CORNER OF THE BUILDING, 1.3 FEET ABOVE THE BLACK TOP
 LW0175'RAMP TO THE DAIRY, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 LW0175'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0124 ***********************************************************************
 LW0124  DESIGNATION -  A 17
 LW0124  PID         -  LW0124
 LW0124  STATE/COUNTY-  RI/KENT
 LW0124  USGS QUAD   -  EAST GREENWICH (1975)
 LW0124
 LW0124                         *CURRENT SURVEY CONTROL
 LW0124  ___________________________________________________________________
 LW0124* NAD 83(1986)-  41 43 04.     (N)    071 26 21.     (W)     SCALED    
 LW0124* NAVD 88     -        16.161  (meters)      53.02   (feet)  ADJUSTED  
 LW0124  ___________________________________________________________________
 LW0124  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW0124  DYNAMIC HT  -          16.156 (meters)      53.01  (feet)  COMP
 LW0124  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 LW0124
 LW0124  VERT ORDER  -  FIRST     CLASS I
 LW0124
 LW0124.The horizontal coordinates were scaled from a topographic map and have
 LW0124.an estimated accuracy of +/- 6 seconds.
 LW0124
 LW0124.The orthometric height was determined by differential leveling
 LW0124.and adjusted by the National Geodetic Survey in June 1991..
 LW0124
 LW0124.The geoid height was determined by GEOID03.
 LW0124
 LW0124.The dynamic height is computed by dividing the NAVD 88
 LW0124.geopotential number by the normal gravity value computed on the
 LW0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0124.degrees latitude (g = 980.6199 gals.).
 LW0124
 LW0124.The modeled gravity was interpolated from observed gravity values.
 LW0124
 LW0124;                    North         East    Units  Estimated Accuracy
 LW0124;SPC RI       -    70,460.      105,060.      MT  (+/- 180 meters Scaled)
 LW0124
 LW0124                          SUPERSEDED SURVEY CONTROL
 LW0124
 LW0124  NGVD 29 (??/??/92)   16.417  (m)           53.86   (f) ADJ UNCH    1 1
 LW0124
 LW0124.Superseded values are not recommended for survey control.
 LW0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0124.See file dsdata.txt to determine how the superseded data were derived.
 LW0124
 LW0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG970213(NAD 83)
 LW0124_MARKER: DB = BENCH MARK DISK
 LW0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0124_SP_SET: CATCH BASIN
 LW0124_STAMPING: A 17 1965
 LW0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0124
 LW0124  HISTORY     - Date     Condition        Report By
 LW0124  HISTORY     - 1965     MONUMENTED       CGS
 LW0124  HISTORY     - 1969     GOOD             NGS
 LW0124
 LW0124                          STATION DESCRIPTION
 LW0124
 LW0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0124'AT WARWICK.
 LW0124'AT WARWICK, IN THE HILLSGROVE SECTION OF WARWICK, ABOUT 0.2
 LW0124'MILE SOUTHEAST ALONG STRAWBERRY FIELD ROAD FROM ITS INTERSECTION
 LW0124'WITH POST ROAD (U.S. HIGHWAY 1), ABOUT 0.1 MILE SOUTHEAST OF
 LW0124'THE WEST CORNER OF THE THEODORE FRANCIS GREEN AIRPORT, AT THE
 LW0124'JUNCTION OF PALACE AVENUE, SET ON THE TOP OF THE EAST CORNER
 LW0124'OF A 4-BY-4-FOOT CONCRETE CATCH BASIN WHICH IS 8 FEET DEEP,
 LW0124'15 FEET NORTHEAST OF THE CENTER LINE OF STRAWBERRY FIELD ROAD,
 LW0124'43 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF PALACE AVENUE,
 LW0124'4.3 FEET SOUTHWEST OF FENCE LINE OF AIRPORT, ABOUT LEVEL WITH
 LW0124'THE GROUND AND 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 LW0124
 LW0124                          STATION RECOVERY (1969)
 LW0124
 LW0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0745 ***********************************************************************
 LW0745  DESIGNATION -  A 18
 LW0745  PID         -  LW0745
 LW0745  STATE/COUNTY-  RI/WASHINGTON
 LW0745  USGS QUAD   -  ASHAWAY (1984)
 LW0745
 LW0745                         *CURRENT SURVEY CONTROL
 LW0745  ___________________________________________________________________
 LW0745* NAD 83(1986)-  41 22 38.     (N)    071 49 58.     (W)     SCALED    
 LW0745* NAVD 88     -         3.530  (meters)      11.58   (feet)  ADJUSTED  
 LW0745  ___________________________________________________________________
 LW0745  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW0745  DYNAMIC HT  -           3.529 (meters)      11.58  (feet)  COMP
 LW0745  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LW0745
 LW0745  VERT ORDER  -  FIRST     CLASS I
 LW0745
 LW0745.The horizontal coordinates were scaled from a topographic map and have
 LW0745.an estimated accuracy of +/- 6 seconds.
 LW0745
 LW0745.The orthometric height was determined by differential leveling
 LW0745.and adjusted by the National Geodetic Survey in June 1991..
 LW0745
 LW0745.The geoid height was determined by GEOID03.
 LW0745
 LW0745.The dynamic height is computed by dividing the NAVD 88
 LW0745.geopotential number by the normal gravity value computed on the
 LW0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0745.degrees latitude (g = 980.6199 gals.).
 LW0745
 LW0745.The modeled gravity was interpolated from observed gravity values.
 LW0745
 LW0745;                    North         East    Units  Estimated Accuracy
 LW0745;SPC RI       -    32,690.       72,160.      MT  (+/- 180 meters Scaled)
 LW0745
 LW0745                          SUPERSEDED SURVEY CONTROL
 LW0745
 LW0745  NGVD 29 (??/??/92)    3.819  (m)           12.53   (f) ADJ UNCH    1 1
 LW0745
 LW0745.Superseded values are not recommended for survey control.
 LW0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0745.See file dsdata.txt to determine how the superseded data were derived.
 LW0745
 LW0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF631845(NAD 83)
 LW0745_MARKER: DB = BENCH MARK DISK
 LW0745_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LW0745_SP_SET: RETAINING WALL
 LW0745_STAMPING: A 18 1965
 LW0745_MARK LOGO: CGS   
 LW0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0745+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 LW0745
 LW0745  HISTORY     - Date     Condition        Report By
 LW0745  HISTORY     - 1965     MONUMENTED       CGS
 LW0745  HISTORY     - 1984     GOOD             USPSQD
 LW0745  HISTORY     - 1987     GOOD             RIGS
 LW0745  HISTORY     - 1988     GOOD             USPSQD
 LW0745  HISTORY     - 1989     GOOD             USPSQD
 LW0745  HISTORY     - 1990     GOOD             USPSQD
 LW0745  HISTORY     - 20010331 GOOD             NGS
 LW0745  HISTORY     - 20050509 GOOD             GEOCAC
 LW0745
 LW0745                          STATION DESCRIPTION
 LW0745
 LW0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0745'AT WESTERLY.
 LW0745'AT WESTERLY, NEAR THE INTERSECTION OF BROAD AND MAIN STREET,
 LW0745'ABOUT 0.1 MILE WEST OF THE WESTERLT POST OFFICE, NEAR THE
 LW0745'RHODE ISLAND-CONNECTICUT STATE LINE, ALONG THE SOUTHEAST SIDE OF
 LW0745'THE PAWCATUCK RIVER, SET ON THE TOP OF THE SOUTHWEST END OF A
 LW0745'CONCRETE RETAINING WALL FOR THE U.S. HIGHWAY 1 BRIDGE OVER THE
 LW0745'RIVER, 69 FEET SOUTHWEST OF THE SOUTHWEST CURB OF BROAD STREET,
 LW0745'56.2 FEET NORTHWEST OF THE NORTHWEST CURB OF MAIN STREET, 51.3
 LW0745'FEET SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHWEST CONCRETE
 LW0745'BANNISTER FOR THE BRIDGE OVER THE PAWCATUCK RIVER AND ABOUT LEVEL
 LW0745'WITH MAIN STREET.
 LW0745
 LW0745                          STATION RECOVERY (1984)
 LW0745
 LW0745'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0745'RECOVERED IN GOOD CONDITION.
 LW0745
 LW0745                          STATION RECOVERY (1987)
 LW0745
 LW0745'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0745'RECOVERED IN GOOD CONDITION.
 LW0745
 LW0745                          STATION RECOVERY (1988)
 LW0745
 LW0745'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0745'RECOVERED IN GOOD CONDITION.
 LW0745
 LW0745                          STATION RECOVERY (1989)
 LW0745
 LW0745'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0745'RECOVERED IN GOOD CONDITION.
 LW0745
 LW0745                          STATION RECOVERY (1990)
 LW0745
 LW0745'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0745'RECOVERED IN GOOD CONDITION.
 LW0745
 LW0745                          STATION RECOVERY (2001)
 LW0745
 LW0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LW0745'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LW0745
 LW0745                          STATION RECOVERY (2005)
 LW0745
 LW0745'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LW0745'HANDHELD COORDINATES ARE N41-22-39.06 W071-49-53.28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0944 ***********************************************************************
 LW0944  DESIGNATION -  A 19
 LW0944  PID         -  LW0944
 LW0944  STATE/COUNTY-  RI/WASHINGTON
 LW0944  USGS QUAD   -  ASHAWAY (1984)
 LW0944
 LW0944                         *CURRENT SURVEY CONTROL
 LW0944  ___________________________________________________________________
 LW0944* NAD 83(1986)-  41 23 26.     (N)    071 48 17.     (W)     SCALED    
 LW0944* NAVD 88     -        34.559  (meters)     113.38   (feet)  ADJUSTED  
 LW0944  ___________________________________________________________________
 LW0944  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LW0944  DYNAMIC HT  -          34.547 (meters)     113.34  (feet)  COMP
 LW0944  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 LW0944
 LW0944  VERT ORDER  -  SECOND    CLASS 0
 LW0944
 LW0944.The horizontal coordinates were scaled from a topographic map and have
 LW0944.an estimated accuracy of +/- 6 seconds.
 LW0944
 LW0944.The orthometric height was determined by differential leveling
 LW0944.and adjusted by the National Geodetic Survey in June 1991..
 LW0944
 LW0944.The geoid height was determined by GEOID03.
 LW0944
 LW0944.The dynamic height is computed by dividing the NAVD 88
 LW0944.geopotential number by the normal gravity value computed on the
 LW0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0944.degrees latitude (g = 980.6199 gals.).
 LW0944
 LW0944.The modeled gravity was interpolated from observed gravity values.
 LW0944
 LW0944;                    North         East    Units  Estimated Accuracy
 LW0944;SPC RI       -    34,160.       74,510.      MT  (+/- 180 meters Scaled)
 LW0944
 LW0944                          SUPERSEDED SURVEY CONTROL
 LW0944
 LW0944  NGVD 29 (??/??/92)   34.843  (m)          114.31   (f) ADJ UNCH    2 0
 LW0944
 LW0944.Superseded values are not recommended for survey control.
 LW0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0944.See file dsdata.txt to determine how the superseded data were derived.
 LW0944
 LW0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF655859(NAD 83)
 LW0944_MARKER: DB = BENCH MARK DISK
 LW0944_SETTING: 66 = SET IN ROCK OUTCROP
 LW0944_SP_SET: ROCK CUT
 LW0944_STAMPING: A 19 1969
 LW0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0944+STABILITY: POSITION/ELEVATION WELL
 LW0944
 LW0944  HISTORY     - Date     Condition        Report By
 LW0944  HISTORY     - 1969     MONUMENTED       CGS
 LW0944  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LW0944  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LW0944
 LW0944                          STATION DESCRIPTION
 LW0944
 LW0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0944'1.3 MI NE FROM WESTERLY.
 LW0944'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 91 FROM THE JUNCTION OF STATE
 LW0944'HIGHWAY 3 AT WESTERLY, THENCE 0.7 MILE NORTHEAST ALONG OLD
 LW0944'HOPKINTON ROAD, ABOUT 0.6 MILE NORTHEAST OF THE OVERPASS OVER THE
 LW0944'PENN CENTRAL RAILROAD, ON THE SOUTH SLOPE OF A SHORT HILL, SET
 LW0944'VERTICALLY IN THE WEST FACE AND NEAR THE NORTH END OF A ROCK
 LW0944'CUT WHICH IS ABOUT 100 YARDS LONG AND 20 FEET HIGH, 15 FEET EAST
 LW0944'OF THE CENTER LINE OF THE ROAD, 2.3 FEET ABOVE THE LEVEL OF THE
 LW0944'GROUND AND 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 LW0944
 LW0944                          STATION RECOVERY (1984)
 LW0944
 LW0944'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0944'MARK NOT FOUND.
 LW0944
 LW0944                          STATION RECOVERY (1984)
 LW0944
 LW0944'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0123 ***********************************************************************
 LW0123  DESIGNATION -  A 2
 LW0123  PID         -  LW0123
 LW0123  STATE/COUNTY-  RI/KENT
 LW0123  USGS QUAD   -  EAST GREENWICH (1975)
 LW0123
 LW0123                         *CURRENT SURVEY CONTROL
 LW0123  ___________________________________________________________________
 LW0123* NAD 83(1986)-  41 42 39.     (N)    071 26 54.     (W)     SCALED    
 LW0123* NAVD 88     -        14.329  (meters)      47.01   (feet)  POSTED    
 LW0123  ___________________________________________________________________
 LW0123  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW0123  DYNAMIC HT  -          14.320 (meters)      46.98  (feet)  COMP
 LW0123  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 LW0123
 LW0123  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LW0123
 LW0123.The horizontal coordinates were scaled from a topographic map and have
 LW0123.an estimated accuracy of +/- 6 seconds.
 LW0123
 LW0123.The orthometric height was determined by differential leveling
 LW0123.and adjusted by the National Geodetic Survey in 1992..
 LW0123.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LW0123.rate of 0.0 thru 1.0 mm/km.
 LW0123
 LW0123.The geoid height was determined by GEOID03.
 LW0123
 LW0123.The dynamic height is computed by dividing the NAVD 88
 LW0123.geopotential number by the normal gravity value computed on the
 LW0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0123.degrees latitude (g = 980.6199 gals.).
 LW0123
 LW0123.The modeled gravity was interpolated from observed gravity values.
 LW0123
 LW0123;                    North         East    Units  Estimated Accuracy
 LW0123;SPC RI       -    69,690.      104,300.      MT  (+/- 180 meters Scaled)
 LW0123
 LW0123                          SUPERSEDED SURVEY CONTROL
 LW0123
 LW0123.No superseded survey control is available for this station.
 LW0123
 LW0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG963205(NAD 83)
 LW0123_MARKER: DB = BENCH MARK DISK
 LW0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0123_STAMPING: ELEV 47.940 FT A 2 1923
 LW0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0123+STABILITY: SURFACE MOTION
 LW0123
 LW0123  HISTORY     - Date     Condition        Report By
 LW0123  HISTORY     - 1923     MONUMENTED       CGS
 LW0123  HISTORY     - 1965     MARK NOT FOUND   NGS
 LW0123
 LW0123                          STATION DESCRIPTION
 LW0123
 LW0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 LW0123'AT GREENWOOD.
 LW0123'AT GREENWOOD, KENT COUNTY, ON THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0123'RAILROAD, 55 YARDS SOUTHWEST OF THE GREENWOOD BRIDGE (A CONCRETE
 LW0123'STRUCTURE CARRYING THE POST ROAD OVER THE TRACKS), 57.6 FEET
 LW0123'SOUTHEAST OF THE SOUTHEAST RAIL, 30 FEET SOUTHEAST OF WUT POLE
 LW0123'53-39, 2 FEET SOUTHEAST OF A WIRE FENCE ON PRIVATE PROPERTY,
 LW0123'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED ELEV 47.940
 LW0123'FT A 2 1923 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LW0123'THE GROUND.
 LW0123
 LW0123                          STATION RECOVERY (1965)
 LW0123
 LW0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LW0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1158 ***********************************************************************
 LW1158  DESIGNATION -  A 20
 LW1158  PID         -  LW1158
 LW1158  STATE/COUNTY-  RI/WASHINGTON
 LW1158  USGS QUAD   -  HOPE VALLEY (1975)
 LW1158
 LW1158                         *CURRENT SURVEY CONTROL
 LW1158  ___________________________________________________________________
 LW1158* NAD 83(1986)-  41 32 00.     (N)    071 40 50.     (W)     SCALED    
 LW1158* NAVD 88     -        70.438  (meters)     231.10   (feet)  ADJUSTED  
 LW1158  ___________________________________________________________________
 LW1158  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LW1158  DYNAMIC HT  -          70.413 (meters)     231.01  (feet)  COMP
 LW1158  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LW1158
 LW1158  VERT ORDER  -  SECOND    CLASS 0
 LW1158
 LW1158.The horizontal coordinates were scaled from a topographic map and have
 LW1158.an estimated accuracy of +/- 6 seconds.
 LW1158
 LW1158.The orthometric height was determined by differential leveling
 LW1158.and adjusted by the National Geodetic Survey in June 1991..
 LW1158
 LW1158.The geoid height was determined by GEOID03.
 LW1158
 LW1158.The dynamic height is computed by dividing the NAVD 88
 LW1158.geopotential number by the normal gravity value computed on the
 LW1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1158.degrees latitude (g = 980.6199 gals.).
 LW1158
 LW1158.The modeled gravity was interpolated from observed gravity values.
 LW1158
 LW1158;                    North         East    Units  Estimated Accuracy
 LW1158;SPC RI       -    49,990.       84,930.      MT  (+/- 180 meters Scaled)
 LW1158
 LW1158                          SUPERSEDED SURVEY CONTROL
 LW1158
 LW1158  NGVD 29 (??/??/92)   70.702  (m)          231.96   (f) ADJ UNCH    2 0
 LW1158
 LW1158.Superseded values are not recommended for survey control.
 LW1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1158.See file dsdata.txt to determine how the superseded data were derived.
 LW1158
 LW1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG763014(NAD 83)
 LW1158_MARKER: DB = BENCH MARK DISK
 LW1158_SETTING: 66 = SET IN ROCK OUTCROP
 LW1158_SP_SET: ROCK LEDGE
 LW1158_STAMPING: A 20 1969
 LW1158_MARK LOGO: CGS   
 LW1158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1158+STABILITY: POSITION/ELEVATION WELL
 LW1158
 LW1158  HISTORY     - Date     Condition        Report By
 LW1158  HISTORY     - 1969     MONUMENTED       CGS
 LW1158  HISTORY     - 1984     GOOD             RIGS
 LW1158  HISTORY     - 1987     GOOD             USPSQD
 LW1158  HISTORY     - 1988     GOOD             USPSQD
 LW1158  HISTORY     - 19900524 GOOD             USPSQD
 LW1158  HISTORY     - 20020710 MARK NOT FOUND   USPS
 LW1158
 LW1158                          STATION DESCRIPTION
 LW1158
 LW1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1158'2.8 MI NE FROM HOPE VALLEY.
 LW1158'ABOUT 1.2 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 138 FROM
 LW1158'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, THENCE 1.6 MILES
 LW1158'NORTHEAST ALONG INTERSTATE HIGHWAY 95, ABOUT 0.3 MILE SOUTHWEST
 LW1158'OF THE STATE HIGHWAY 3 OVERPASS, ABOUT MIDWAY OF A ROCK CUT
 LW1158'WHICH IS 0.2 MILE LONG AND 20 FEET HIGH, SET ON THE TOP OF A ROCK
 LW1158'LEDGE WHICH IS 25 FEET LONG - 6 FEET WIDE AND 2 1/2 FEET HIGH,
 LW1158'52 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE
 LW1158'OF THE HIGHWAY, 1.6 FEET SOUTH OF THE NORTH CORNER OF THE LEDGE
 LW1158'AND ABOUT LEVEL WITH THE HIGHWAY.
 LW1158
 LW1158                          STATION RECOVERY (1984)
 LW1158
 LW1158'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1158'RECOVERED IN GOOD CONDITION.
 LW1158
 LW1158                          STATION RECOVERY (1987)
 LW1158
 LW1158'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1158'RECOVERED IN GOOD CONDITION.
 LW1158
 LW1158                          STATION RECOVERY (1988)
 LW1158
 LW1158'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1158'RECOVERED IN GOOD CONDITION.
 LW1158
 LW1158                          STATION RECOVERY (1990)
 LW1158
 LW1158'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1158'RECOVERED IN GOOD CONDITION.
 LW1158
 LW1158                          STATION RECOVERY (2002)
 LW1158
 LW1158'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0995 ***********************************************************************
 LW0995  DESIGNATION -  A 22
 LW0995  PID         -  LW0995
 LW0995  STATE/COUNTY-  RI/WASHINGTON
 LW0995  USGS QUAD   -  WATCH HILL (1984)
 LW0995
 LW0995                         *CURRENT SURVEY CONTROL
 LW0995  ___________________________________________________________________
 LW0995* NAD 83(1986)-  41 21 07.     (N)    071 45 49.     (W)     SCALED    
 LW0995* NAVD 88     -        20.599  (meters)      67.58   (feet)  ADJUSTED  
 LW0995  ___________________________________________________________________
 LW0995  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW0995  DYNAMIC HT  -          20.592 (meters)      67.56  (feet)  COMP
 LW0995  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 LW0995
 LW0995  VERT ORDER  -  SECOND    CLASS 0
 LW0995
 LW0995.The horizontal coordinates were scaled from a topographic map and have
 LW0995.an estimated accuracy of +/- 6 seconds.
 LW0995
 LW0995.The orthometric height was determined by differential leveling
 LW0995.and adjusted by the National Geodetic Survey in June 1991..
 LW0995
 LW0995.The geoid height was determined by GEOID03.
 LW0995
 LW0995.The dynamic height is computed by dividing the NAVD 88
 LW0995.geopotential number by the normal gravity value computed on the
 LW0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0995.degrees latitude (g = 980.6199 gals.).
 LW0995
 LW0995.The modeled gravity was interpolated from observed gravity values.
 LW0995
 LW0995;                    North         East    Units  Estimated Accuracy
 LW0995;SPC RI       -    29,870.       77,940.      MT  (+/- 180 meters Scaled)
 LW0995
 LW0995                          SUPERSEDED SURVEY CONTROL
 LW0995
 LW0995  NGVD 29 (??/??/92)   20.885  (m)           68.52   (f) ADJ UNCH    2 0
 LW0995
 LW0995.Superseded values are not recommended for survey control.
 LW0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0995.See file dsdata.txt to determine how the superseded data were derived.
 LW0995
 LW0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF688815(NAD 83)
 LW0995_MARKER: DB = BENCH MARK DISK
 LW0995_SETTING: 66 = SET IN ROCK OUTCROP
 LW0995_SP_SET: ROCK OUTCROP
 LW0995_STAMPING: A 22 1969
 LW0995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0995+STABILITY: POSITION/ELEVATION WELL
 LW0995
 LW0995  HISTORY     - Date     Condition        Report By
 LW0995  HISTORY     - 1969     MONUMENTED       CGS
 LW0995  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LW0995  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW0995  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW0995
 LW0995                          STATION DESCRIPTION
 LW0995
 LW0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0995'4.4 MI SE FROM WESTERLY.
 LW0995'ABOUT 4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 LW0995'OF MAIN AND BROAD STREET AT WESTERLY, 0.3 MILE EAST OF THE
 LW0995'INTERSECTION OF OLD SHORE ROAD AND U.S. HIGHWAY 1 AT DUNN CORNER,
 LW0995'NEAR THE JUNCTION OF OLD U.S. HIGHWAY 1, SET ON THE TOP OF THE
 LW0995'SOUTH END OF AN 8-BY-2-FOOT OUTCROP WHICH PROJECTS 1/2 FOOT
 LW0995'ABOVE THE GROUND, 56 FEET SOUTH OF THE CENTER LINE OF THE NORTHBOUND
 LW0995'LANE OF THE HIGHWAY, 34 FEET NORTH OF THE CENTER OF A ROCK
 LW0995'FENCE, 46 FEET SOUTHEAST OF POWER LINE POLE 1259-133 AND LEVEL
 LW0995'WITH THE HIGHWAY.
 LW0995
 LW0995                          STATION RECOVERY (1985)
 LW0995
 LW0995'RECOVERY NOTE BY US POWER SQUADRON 1985
 LW0995'MARK NOT FOUND.
 LW0995
 LW0995                          STATION RECOVERY (1988)
 LW0995
 LW0995'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0995'MARK NOT FOUND.
 LW0995
 LW0995                          STATION RECOVERY (1988)
 LW0995
 LW0995'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0679 ***********************************************************************
 LW0679  DESIGNATION -  A 23
 LW0679  PID         -  LW0679
 LW0679  STATE/COUNTY-  RI/WASHINGTON
 LW0679  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0679
 LW0679                         *CURRENT SURVEY CONTROL
 LW0679  ___________________________________________________________________
 LW0679* NAD 83(1986)-  41 28 36.     (N)    071 27 36.     (W)     SCALED    
 LW0679* NAVD 88     -        38.498  (meters)     126.31   (feet)  ADJUSTED  
 LW0679  ___________________________________________________________________
 LW0679  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LW0679  DYNAMIC HT  -          38.485 (meters)     126.26  (feet)  COMP
 LW0679  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LW0679
 LW0679  VERT ORDER  -  SECOND    CLASS 0
 LW0679
 LW0679.The horizontal coordinates were scaled from a topographic map and have
 LW0679.an estimated accuracy of +/- 6 seconds.
 LW0679
 LW0679.The orthometric height was determined by differential leveling
 LW0679.and adjusted by the National Geodetic Survey in June 1991..
 LW0679
 LW0679.The geoid height was determined by GEOID03.
 LW0679
 LW0679.The dynamic height is computed by dividing the NAVD 88
 LW0679.geopotential number by the normal gravity value computed on the
 LW0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0679.degrees latitude (g = 980.6199 gals.).
 LW0679
 LW0679.The modeled gravity was interpolated from observed gravity values.
 LW0679
 LW0679;                    North         East    Units  Estimated Accuracy
 LW0679;SPC RI       -    43,680.      103,340.      MT  (+/- 180 meters Scaled)
 LW0679
 LW0679                          SUPERSEDED SURVEY CONTROL
 LW0679
 LW0679  NGVD 29 (??/??/92)   38.776  (m)          127.22   (f) ADJ UNCH    2 0
 LW0679
 LW0679.Superseded values are not recommended for survey control.
 LW0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0679.See file dsdata.txt to determine how the superseded data were derived.
 LW0679
 LW0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF946945(NAD 83)
 LW0679_MARKER: DB = BENCH MARK DISK
 LW0679_SETTING: 66 = SET IN ROCK OUTCROP
 LW0679_SP_SET: BEDROCK
 LW0679_STAMPING: A 23 1969
 LW0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0679+STABILITY: POSITION/ELEVATION WELL
 LW0679
 LW0679  HISTORY     - Date     Condition        Report By
 LW0679  HISTORY     - 1969     MONUMENTED       CGS
 LW0679  HISTORY     - 1987     GOOD             USPSQD
 LW0679  HISTORY     - 1989     GOOD             USPSQD
 LW0679  HISTORY     - 19950729 GOOD             USPSQD
 LW0679
 LW0679                          STATION DESCRIPTION
 LW0679
 LW0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0679'4.4 MI NE FROM WAKEFIELD.
 LW0679'4.35 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0679'POND STREET AT WAKEFIELD, 1.25 MILES SOUTH OF THE SOUTH JCT. OF
 LW0679'STATE HIGHWAY 138, SET IN THE TOP OF A LARGE MASS OF EXPOSED
 LW0679'BEDROCK, 50 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE
 LW0679'OF THE HIGHWAY, 70 FEET SOUTH OF THE EXTENDED CENTER LINE OF
 LW0679'INDIAN HEAD TRAIL LEADING WEST, 7 FEET SOUTH OF THE NORTH END
 LW0679'OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0679
 LW0679                          STATION RECOVERY (1987)
 LW0679
 LW0679'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0679'RECOVERED IN GOOD CONDITION.
 LW0679
 LW0679                          STATION RECOVERY (1989)
 LW0679
 LW0679'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0679'RECOVERED IN GOOD CONDITION.
 LW0679
 LW0679                          STATION RECOVERY (1995)
 LW0679
 LW0679'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0346 ***********************************************************************
 LW0346  DESIGNATION -  A 24
 LW0346  PID         -  LW0346
 LW0346  STATE/COUNTY-  RI/KENT
 LW0346  USGS QUAD   -  PROVIDENCE (1975)
 LW0346
 LW0346                         *CURRENT SURVEY CONTROL
 LW0346  ___________________________________________________________________
 LW0346* NAD 83(1986)-  41 45 14.     (N)    071 26 13.     (W)     SCALED    
 LW0346* NAVD 88     -        13.290  (meters)      43.60   (feet)  ADJUSTED  
 LW0346  ___________________________________________________________________
 LW0346  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW0346  DYNAMIC HT  -          13.285 (meters)      43.59  (feet)  COMP
 LW0346  MODELED GRAV-     980,301.2   (mgal)                       NAVD 88
 LW0346
 LW0346  VERT ORDER  -  SECOND    CLASS 0
 LW0346
 LW0346.The horizontal coordinates were scaled from a topographic map and have
 LW0346.an estimated accuracy of +/- 6 seconds.
 LW0346
 LW0346.The orthometric height was determined by differential leveling
 LW0346.and adjusted by the National Geodetic Survey in June 1991..
 LW0346
 LW0346.The geoid height was determined by GEOID03.
 LW0346
 LW0346.The dynamic height is computed by dividing the NAVD 88
 LW0346.geopotential number by the normal gravity value computed on the
 LW0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0346.degrees latitude (g = 980.6199 gals.).
 LW0346
 LW0346.The modeled gravity was interpolated from observed gravity values.
 LW0346
 LW0346;                    North         East    Units  Estimated Accuracy
 LW0346;SPC RI       -    74,480.      105,240.      MT  (+/- 180 meters Scaled)
 LW0346
 LW0346                          SUPERSEDED SURVEY CONTROL
 LW0346
 LW0346  NGVD 29 (??/??/92)   13.541  (m)           44.43   (f) ADJ UNCH    2 0
 LW0346
 LW0346.Superseded values are not recommended for survey control.
 LW0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0346.See file dsdata.txt to determine how the superseded data were derived.
 LW0346
 LW0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG973253(NAD 83)
 LW0346_MARKER: DB = BENCH MARK DISK
 LW0346_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0346_SP_SET: BANNISTER BASE
 LW0346_STAMPING: A 24 1969
 LW0346_MARK LOGO: CGS   
 LW0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0346
 LW0346  HISTORY     - Date     Condition        Report By
 LW0346  HISTORY     - 1969     MONUMENTED       CGS
 LW0346  HISTORY     - 1985     GOOD             RIGS
 LW0346
 LW0346                          STATION DESCRIPTION
 LW0346
 LW0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0346'5.2 MI SW FROM PROVIDENCE.
 LW0346'ABOUT 5.2 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0346'JUNCTION OF INTERSTATE HIGHWAY 195 AT PROVIDENCE, ALONG THE
 LW0346'NORTHBOUND LANE OF THE HIGHWAY, NEAR EXIT 14, SET ON THE TOP OF
 LW0346'THE NORTHEAST END OF THE SOUTHEAST CONCRETE BASE FOR THE
 LW0346'SOUTHEAST BANNISTER OF THE INTERSTATE HIGHWAY 95 OVERPASS OVER
 LW0346'A ROAD LEADING SOUTHEAST TO JEFFERSON BLVD, 18 FEET SOUTHEAST OF
 LW0346'THE CENTER LINE OF THE TWO MOST SOUTHEAST LANES OF THE NORTHBOUND
 LW0346'LANES OF THE HIGHWAY AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0346
 LW0346                          STATION RECOVERY (1985)
 LW0346
 LW0346'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0467 ***********************************************************************
 LW0467  DESIGNATION -  A 25
 LW0467  PID         -  LW0467
 LW0467  STATE/COUNTY-  RI/PROVIDENCE
 LW0467  USGS QUAD   -  PROVIDENCE (1975)
 LW0467
 LW0467                         *CURRENT SURVEY CONTROL
 LW0467  ___________________________________________________________________
 LW0467* NAD 83(1986)-  41 46 41.     (N)    071 28 55.     (W)     SCALED    
 LW0467* NAVD 88     -        37.096  (meters)     121.71   (feet)  ADJUSTED  
 LW0467  ___________________________________________________________________
 LW0467  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW0467  DYNAMIC HT  -          37.083 (meters)     121.66  (feet)  COMP
 LW0467  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 LW0467
 LW0467  VERT ORDER  -  SECOND    CLASS 0
 LW0467
 LW0467.The horizontal coordinates were scaled from a topographic map and have
 LW0467.an estimated accuracy of +/- 6 seconds.
 LW0467
 LW0467.The orthometric height was determined by differential leveling
 LW0467.and adjusted by the National Geodetic Survey in June 1991..
 LW0467
 LW0467.The geoid height was determined by GEOID03.
 LW0467
 LW0467.The dynamic height is computed by dividing the NAVD 88
 LW0467.geopotential number by the normal gravity value computed on the
 LW0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0467.degrees latitude (g = 980.6199 gals.).
 LW0467
 LW0467.The modeled gravity was interpolated from observed gravity values.
 LW0467
 LW0467;                    North         East    Units  Estimated Accuracy
 LW0467;SPC RI       -    77,160.      101,500.      MT  (+/- 180 meters Scaled)
 LW0467
 LW0467                          SUPERSEDED SURVEY CONTROL
 LW0467
 LW0467  NGVD 29 (??/??/92)   37.351  (m)          122.54   (f) ADJ UNCH    2 0
 LW0467
 LW0467.Superseded values are not recommended for survey control.
 LW0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0467.See file dsdata.txt to determine how the superseded data were derived.
 LW0467
 LW0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG937281(NAD 83)
 LW0467_MARKER: DB = BENCH MARK DISK
 LW0467_SETTING: 66 = SET IN ROCK OUTCROP
 LW0467_SP_SET: ROCK LEDGE
 LW0467_STAMPING: A 25 1969
 LW0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0467+STABILITY: POSITION/ELEVATION WELL
 LW0467
 LW0467  HISTORY     - Date     Condition        Report By
 LW0467  HISTORY     - 1969     MONUMENTED       CGS
 LW0467
 LW0467                          STATION DESCRIPTION
 LW0467
 LW0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0467'AT CRANSTON.
 LW0467'AT CRANSTON, ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 12 FROM THE
 LW0467'INTERSECTION OF STATE HIGHWAY 5, ABOUT 0.3 MILE WEST OF THE
 LW0467'JUNCTION OF PHENIX AVENUE, ABOUT 80 YARDS EAST OF A 6-FOOT
 LW0467'CONCRETE BOX CULVERT OVER A SMALL STREAM, SET IN THE TOP OF A
 LW0467'SLOPING ROCK LEDGE WHICH IS AT THE EAST END OF THE ROCK PART OF
 LW0467'A 20-FOOT HIGH CUT, (THE ROCK PART OF THE CUT IS ABOUT 40 YARDS
 LW0467'LONG AND 10 FEET HIGH), 30 FEET NORTH OF THE CENTER LINE OF THE
 LW0467'HIGHWAY, 0.6 FOOT NORTH OF THE SOUTH EDGE OF THE ROCK AND 4 FEET
 LW0467'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1286 ***********************************************************************
 LW1286  DESIGNATION -  A 26
 LW1286  PID         -  LW1286
 LW1286  STATE/COUNTY-  RI/PROVIDENCE
 LW1286  USGS QUAD   -  CLAYVILLE (1975)
 LW1286
 LW1286                         *CURRENT SURVEY CONTROL
 LW1286  ___________________________________________________________________
 LW1286* NAD 83(1986)-  41 48 51.     (N)    071 44 31.     (W)     SCALED    
 LW1286* NAVD 88     -       164.515  (meters)     539.75   (feet)  ADJUSTED  
 LW1286  ___________________________________________________________________
 LW1286  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW1286  DYNAMIC HT  -         164.457 (meters)     539.56  (feet)  COMP
 LW1286  MODELED GRAV-     980,268.4   (mgal)                       NAVD 88
 LW1286
 LW1286  VERT ORDER  -  SECOND    CLASS 0
 LW1286
 LW1286.The horizontal coordinates were scaled from a topographic map and have
 LW1286.an estimated accuracy of +/- 6 seconds.
 LW1286
 LW1286.The orthometric height was determined by differential leveling
 LW1286.and adjusted by the National Geodetic Survey in June 1991..
 LW1286
 LW1286.The geoid height was determined by GEOID03.
 LW1286
 LW1286.The dynamic height is computed by dividing the NAVD 88
 LW1286.geopotential number by the normal gravity value computed on the
 LW1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1286.degrees latitude (g = 980.6199 gals.).
 LW1286
 LW1286.The modeled gravity was interpolated from observed gravity values.
 LW1286
 LW1286;                    North         East    Units  Estimated Accuracy
 LW1286;SPC RI       -    81,200.       79,900.      MT  (+/- 180 meters Scaled)
 LW1286
 LW1286                          SUPERSEDED SURVEY CONTROL
 LW1286
 LW1286  NGVD 29 (??/??/92)  164.757  (m)          540.54   (f) ADJ UNCH    2 0
 LW1286
 LW1286.Superseded values are not recommended for survey control.
 LW1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1286.See file dsdata.txt to determine how the superseded data were derived.
 LW1286
 LW1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG722327(NAD 83)
 LW1286_MARKER: DB = BENCH MARK DISK
 LW1286_SETTING: 80 = SET IN A BOULDER
 LW1286_SP_SET: BOULDER
 LW1286_STAMPING: A 26 1969
 LW1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1286+STABILITY: SURFACE MOTION
 LW1286
 LW1286  HISTORY     - Date     Condition        Report By
 LW1286  HISTORY     - 1969     MONUMENTED       CGS
 LW1286  HISTORY     - 1987     GOOD             USPSQD
 LW1286  HISTORY     - 1988     GOOD             USPSQD
 LW1286
 LW1286                          STATION DESCRIPTION
 LW1286
 LW1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1286'0.4 MI W FROM SIMMONS CORNER.
 LW1286'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1286'OF STATE HIGHWAY 94 AT SIMMONS CORNER, ABOUT 55 YARDS SOUTHWEST
 LW1286'OF THE CENTER OF THE JUNCTION OF THE WEST ONE OF TWO DRIVEWAYS,
 LW1286'SET IN THE TOP OF AN IMBEDDED BOULDER WHICH IS 8 FEET ACROSS
 LW1286'AND 2 FEET HIGH ON THE SOUTH SIDE, 28 FEET SOUTH OF THE CENTER
 LW1286'LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 49 1/2 FEET EAST
 LW1286'OF POWER LINE POLE 125, 1 FOOT NORTH OF THE HIGHEST POINT OF THE
 LW1286'ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1286
 LW1286                          STATION RECOVERY (1987)
 LW1286
 LW1286'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1286'RECOVERED IN GOOD CONDITION.
 LW1286
 LW1286                          STATION RECOVERY (1988)
 LW1286
 LW1286'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0558 ***********************************************************************
 LW0558  DESIGNATION -  A 27
 LW0558  PID         -  LW0558
 LW0558  STATE/COUNTY-  RI/BRISTOL
 LW0558  USGS QUAD   -  FALL RIVER (1979)
 LW0558
 LW0558                         *CURRENT SURVEY CONTROL
 LW0558  ___________________________________________________________________
 LW0558* NAD 83(1986)-  41 44 11.     (N)    071 14 55.     (W)     SCALED    
 LW0558* NAVD 88     -        21.278  (meters)      69.81   (feet)  ADJUSTED  
 LW0558  ___________________________________________________________________
 LW0558  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW0558  DYNAMIC HT  -          21.272 (meters)      69.79  (feet)  COMP
 LW0558  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 LW0558
 LW0558  VERT ORDER  -  SECOND    CLASS 0
 LW0558
 LW0558.The horizontal coordinates were scaled from a topographic map and have
 LW0558.an estimated accuracy of +/- 6 seconds.
 LW0558
 LW0558.The orthometric height was determined by differential leveling
 LW0558.and adjusted by the National Geodetic Survey in June 1991..
 LW0558
 LW0558.The geoid height was determined by GEOID03.
 LW0558
 LW0558.The dynamic height is computed by dividing the NAVD 88
 LW0558.geopotential number by the normal gravity value computed on the
 LW0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0558.degrees latitude (g = 980.6199 gals.).
 LW0558
 LW0558.The modeled gravity was interpolated from observed gravity values.
 LW0558
 LW0558;                    North         East    Units  Estimated Accuracy
 LW0558;SPC RI       -    72,560.      120,910.      MT  (+/- 180 meters Scaled)
 LW0558
 LW0558                          SUPERSEDED SURVEY CONTROL
 LW0558
 LW0558  NGVD 29 (??/??/92)   21.534  (m)           70.65   (f) ADJ UNCH    2 0
 LW0558
 LW0558.Superseded values are not recommended for survey control.
 LW0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0558.See file dsdata.txt to determine how the superseded data were derived.
 LW0558
 LW0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG130229(NAD 83)
 LW0558_MARKER: DB = BENCH MARK DISK
 LW0558_SETTING: 80 = SET IN A BOULDER
 LW0558_SP_SET: BOULDER
 LW0558_STAMPING: A 27 1969
 LW0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0558+STABILITY: SURFACE MOTION
 LW0558
 LW0558  HISTORY     - Date     Condition        Report By
 LW0558  HISTORY     - 1969     MONUMENTED       CGS
 LW0558
 LW0558                          STATION DESCRIPTION
 LW0558
 LW0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0558'2 MI E FROM WARREN.
 LW0558'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 103 FROM THE JUNCTION
 LW0558'OF STATE HIGHWAY 114 AT WARREN, THENCE 0.15 MILE NORTH ALONG LONG
 LW0558'LANE, ON PRIVATE PROPERTY WITH PERMISSION GRANTED, AT THE JUNCTION
 LW0558'OF IDA STREET, SET IN THE TOP AND 1.3 FEET SOUTHEAST OF THE
 LW0558'HIGHEST POINT OF A 4-BY-3-FOOT BURIED BOULDER WHICH PROJECTS 1/2
 LW0558'FOOT ABOVE THE GROUND, 64 FEET SOUTH OF THE CENTER LINE OF IDA
 LW0558'STREET, 34.5 FEET NORTHWEST OF THE NORTHEAST ROCK FENCE AROUND
 LW0558'THE HISTORICAL CEMETERY NO. 4, 30 FEET WEST OF THE CENTER LINE
 LW0558'OF LONG LANE, 31 FEET NORTH OF THE NORTH SIDE OF A ROCK FENCE
 LW0558'ALONG THE NORTH SIDE OF THE CEMETERY AND ABOUT 1/2 FOOT ABOVE
 LW0558'THE LEVEL OF LONG LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0234 ***********************************************************************
 LW0234  DESIGNATION -  A 28
 LW0234  PID         -  LW0234
 LW0234  STATE/COUNTY-  RI/NEWPORT
 LW0234  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0234
 LW0234                         *CURRENT SURVEY CONTROL
 LW0234  ___________________________________________________________________
 LW0234* NAD 83(1986)-  41 36 07.     (N)    071 15 30.     (W)     SCALED    
 LW0234* NAVD 88     -        33.150  (meters)     108.76   (feet)  ADJUSTED  
 LW0234  ___________________________________________________________________
 LW0234  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW0234  DYNAMIC HT  -          33.139 (meters)     108.72  (feet)  COMP
 LW0234  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 LW0234
 LW0234  VERT ORDER  -  SECOND    CLASS 0
 LW0234
 LW0234.The horizontal coordinates were scaled from a topographic map and have
 LW0234.an estimated accuracy of +/- 6 seconds.
 LW0234
 LW0234.The orthometric height was determined by differential leveling
 LW0234.and adjusted by the National Geodetic Survey in June 1991..
 LW0234
 LW0234.The geoid height was determined by GEOID03.
 LW0234
 LW0234.The dynamic height is computed by dividing the NAVD 88
 LW0234.geopotential number by the normal gravity value computed on the
 LW0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0234.degrees latitude (g = 980.6199 gals.).
 LW0234
 LW0234.The modeled gravity was interpolated from observed gravity values.
 LW0234
 LW0234;                    North         East    Units  Estimated Accuracy
 LW0234;SPC RI       -    57,630.      120,150.      MT  (+/- 180 meters Scaled)
 LW0234
 LW0234                          SUPERSEDED SURVEY CONTROL
 LW0234
 LW0234  NGVD 29 (??/??/92)   33.412  (m)          109.62   (f) ADJ UNCH    2 0
 LW0234
 LW0234.Superseded values are not recommended for survey control.
 LW0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0234.See file dsdata.txt to determine how the superseded data were derived.
 LW0234
 LW0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG118080(NAD 83)
 LW0234_MARKER: DB = BENCH MARK DISK
 LW0234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW0234_SP_SET: CONCRETE BASE OF BRIDGE
 LW0234_STAMPING: A 28 1969
 LW0234_MARK LOGO: CGS   
 LW0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0234+STABILITY: SURFACE MOTION
 LW0234
 LW0234  HISTORY     - Date     Condition        Report By
 LW0234  HISTORY     - 1969     MONUMENTED       CGS
 LW0234  HISTORY     - 19870701 GOOD             RIGS
 LW0234
 LW0234                          STATION DESCRIPTION
 LW0234
 LW0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0234'3.6 MI SW FROM PORTSMOUTH.
 LW0234'ABOUT 3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE
 LW0234'WEST END OF THE HIGHWAY BRIDGE OVER THE SAKONNET RIVER, AT THE
 LW0234'JUNCTION OF STATE HIGHWAY 114, SET ON THE TOP OF THE WEST END
 LW0234'OF THE NORTH CONCRETE BASE FOR THE NORTH BANNISTER OF THE
 LW0234'STATE HIGHWAY 24 SOUTHWEST BOUND LANE OVERPASS OVER THE NORTHBOUND
 LW0234'LANE OF STATE HIGHWAY 114, 18 FEET NORTH OF THE CENTER LINE OF
 LW0234'THE SOUTHWEST BOUND LANE OF STATE HIGHWAY 24 AND 1 FOOT ABOVE
 LW0234'THE LEVEL OF THE HIGHWAY.
 LW0234
 LW0234                          STATION RECOVERY (1987)
 LW0234
 LW0234'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1216 ***********************************************************************
 LW1216  DESIGNATION -  A 29
 LW1216  PID         -  LW1216
 LW1216  STATE/COUNTY-  RI/PROVIDENCE
 LW1216  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1216
 LW1216                         *CURRENT SURVEY CONTROL
 LW1216  ___________________________________________________________________
 LW1216* NAD 83(1986)-  41 59 03.     (N)    071 32 46.     (W)     SCALED    
 LW1216* NAVD 88     -        91.153  (meters)     299.06   (feet)  ADJUSTED  
 LW1216  ___________________________________________________________________
 LW1216  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LW1216  DYNAMIC HT  -          91.124 (meters)     298.96  (feet)  COMP
 LW1216  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 LW1216
 LW1216  VERT ORDER  -  SECOND    CLASS 0
 LW1216
 LW1216.The horizontal coordinates were scaled from a topographic map and have
 LW1216.an estimated accuracy of +/- 6 seconds.
 LW1216
 LW1216.The orthometric height was determined by differential leveling
 LW1216.and adjusted by the National Geodetic Survey in June 1991..
 LW1216
 LW1216.The geoid height was determined by GEOID03.
 LW1216
 LW1216.The dynamic height is computed by dividing the NAVD 88
 LW1216.geopotential number by the normal gravity value computed on the
 LW1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1216.degrees latitude (g = 980.6199 gals.).
 LW1216
 LW1216.The modeled gravity was interpolated from observed gravity values.
 LW1216
 LW1216;                    North         East    Units  Estimated Accuracy
 LW1216;SPC RI       -   100,050.       96,180.      MT  (+/- 180 meters Scaled)
 LW1216
 LW1216                          SUPERSEDED SURVEY CONTROL
 LW1216
 LW1216  NGVD 29 (??/??/92)   91.391  (m)          299.84   (f) ADJ UNCH    2 0
 LW1216
 LW1216.Superseded values are not recommended for survey control.
 LW1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1216.See file dsdata.txt to determine how the superseded data were derived.
 LW1216
 LW1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG890511(NAD 83)
 LW1216_MARKER: DB = BENCH MARK DISK
 LW1216_SETTING: 66 = SET IN ROCK OUTCROP
 LW1216_SP_SET: ROCK LEDGE
 LW1216_STAMPING: A 29 1969
 LW1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1216+STABILITY: POSITION/ELEVATION WELL
 LW1216
 LW1216  HISTORY     - Date     Condition        Report By
 LW1216  HISTORY     - 1969     MONUMENTED       CGS
 LW1216  HISTORY     - 19870701 MARK NOT FOUND   RIGS
 LW1216  HISTORY     - 1988     GOOD             USPSQD
 LW1216  HISTORY     - 19900825 MARK NOT FOUND   USPSQD
 LW1216
 LW1216                          STATION DESCRIPTION
 LW1216
 LW1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1216'2.9 MI SE FROM SLATERSVILLE.
 LW1216'ABOUT 2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE
 LW1216'CENTRAL STREET OVERPASS OVER THE HIGHWAY, ABOUT 0.45 MILE SOUTHEAST
 LW1216'OF THE HIGHWAY OVERPASS OVER POUND HILL ROAD, ABOUT 0.3 MILE
 LW1216'NORTHWEST OF THE WOONSOCKET HILL ROAD OVERPASS OVER THE
 LW1216'HIGHWAY, AT THE SOUTHEAST END OF A ROCK WHICH IS ABOUT 0.1
 LW1216'MILE LONG AND 25 FEET HIGH, SET IN THE TOP OF THE SOUTHWEST
 LW1216'EDGE OF A SLOPING ROCK LEDGE WHICH IS PART OF THE CUT, 60 1/2
 LW1216'FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE
 LW1216'HIGHWAY, 33 FEET WEST OF THE EAST CORNER OF THE ROCK AND 8
 LW1216'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1216
 LW1216                          STATION RECOVERY (1987)
 LW1216
 LW1216'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1216'THE BENCH MARK WAS NOT RECOVERED.  IT WAS SEARCHED FOR ON TWO
 LW1216'DIFFERENT OCCASIONS.  THE AREA HAS BEEN OVERGROWN.
 LW1216
 LW1216                          STATION RECOVERY (1988)
 LW1216
 LW1216'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1216'RECOVERED IN GOOD CONDITION.
 LW1216
 LW1216                          STATION RECOVERY (1990)
 LW1216
 LW1216'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0315 ***********************************************************************
 LW0315  DESIGNATION -  A 30
 LW0315  PID         -  LW0315
 LW0315  STATE/COUNTY-  RI/PROVIDENCE
 LW0315  USGS QUAD   -  PAWTUCKET (1975)
 LW0315
 LW0315                         *CURRENT SURVEY CONTROL
 LW0315  ___________________________________________________________________
 LW0315* NAD 83(1986)-  41 53 59.     (N)    071 23 26.     (W)     SCALED    
 LW0315* NAVD 88     -        22.146  (meters)      72.66   (feet)  ADJUSTED  
 LW0315  ___________________________________________________________________
 LW0315  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LW0315  DYNAMIC HT  -          22.140 (meters)      72.64  (feet)  COMP
 LW0315  MODELED GRAV-     980,328.4   (mgal)                       NAVD 88
 LW0315
 LW0315  VERT ORDER  -  SECOND    CLASS 0
 LW0315
 LW0315.The horizontal coordinates were scaled from a topographic map and have
 LW0315.an estimated accuracy of +/- 6 seconds.
 LW0315
 LW0315.The orthometric height was determined by differential leveling
 LW0315.and adjusted by the National Geodetic Survey in June 1991..
 LW0315
 LW0315.The geoid height was determined by GEOID03.
 LW0315
 LW0315.The dynamic height is computed by dividing the NAVD 88
 LW0315.geopotential number by the normal gravity value computed on the
 LW0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0315.degrees latitude (g = 980.6199 gals.).
 LW0315
 LW0315.The modeled gravity was interpolated from observed gravity values.
 LW0315
 LW0315;                    North         East    Units  Estimated Accuracy
 LW0315;SPC RI       -    90,680.      109,080.      MT  (+/- 180 meters Scaled)
 LW0315
 LW0315                          SUPERSEDED SURVEY CONTROL
 LW0315
 LW0315  NGVD 29 (??/??/92)   22.388  (m)           73.45   (f) ADJ UNCH    2 0
 LW0315
 LW0315.Superseded values are not recommended for survey control.
 LW0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0315.See file dsdata.txt to determine how the superseded data were derived.
 LW0315
 LW0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG017414(NAD 83)
 LW0315_MARKER: DB = BENCH MARK DISK
 LW0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0315_SP_SET: FLAG POLE BASE
 LW0315_STAMPING: A 30 1969
 LW0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0315+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 LW0315
 LW0315  HISTORY     - Date     Condition        Report By
 LW0315  HISTORY     - 1969     MONUMENTED       CGS
 LW0315  HISTORY     - 1985     GOOD             LOCSUR
 LW0315  HISTORY     - 1985     GOOD             LOCSUR
 LW0315  HISTORY     - 19970320 GOOD             USPSQD
 LW0315  HISTORY     - 20050322 GOOD             USPSQD
 LW0315
 LW0315                          STATION DESCRIPTION
 LW0315
 LW0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0315'AT CUMBERLAND.
 LW0315'AT CUMBERLAND, AT THE NORTHEAST CORNER OF THE JUNCTION OF STATE
 LW0315'HIGHWAY 114 (BROAD STREET) AND MILL STREET, ON THE LAWN OF THE
 LW0315'TOWN HALL, SET ON THE TOP OF THE WEST SIDE OF THE ROUND CONCRETE
 LW0315'BASE WHICH SUPPORTS THE FLAGPOLE, 36 FEET NORTH OF THE NORTH
 LW0315'CURB OF MILL STREET, 20.2 FEET EAST OF THE EAST CURB LINE OF
 LW0315'BROAD STREET, 17.3 FEET SOUTHWEST OF SOUTHWEST CORNER OF THE TOWN
 LW0315'HALL (A LARGE RED BRICK BUILDING), AND ABOUT 3 FEET ABOVE THE
 LW0315'LEVEL OF THE STREETS.
 LW0315
 LW0315                          STATION RECOVERY (1985)
 LW0315
 LW0315'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0315'RECOVERED IN GOOD CONDITION.
 LW0315
 LW0315                          STATION RECOVERY (1985)
 LW0315
 LW0315'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0315'RECOVERED IN GOOD CONDITION.
 LW0315
 LW0315                          STATION RECOVERY (1997)
 LW0315
 LW0315'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW0315'RECOVERED IN GOOD CONDITION.
 LW0315
 LW0315                          STATION RECOVERY (2005)
 LW0315
 LW0315'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0334 ***********************************************************************
 LW0334  DESIGNATION -  A 31
 LW0334  PID         -  LW0334
 LW0334  STATE/COUNTY-  RI/PROVIDENCE
 LW0334  USGS QUAD   -  PROVIDENCE (1975)
 LW0334
 LW0334                         *CURRENT SURVEY CONTROL
 LW0334  ___________________________________________________________________
 LW0334* NAD 83(1986)-  41 49 08.     (N)    071 25 06.     (W)     SCALED    
 LW0334* NAVD 88     -        14.392  (meters)      47.22   (feet)  ADJUSTED  
 LW0334  ___________________________________________________________________
 LW0334  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW0334  DYNAMIC HT  -          14.387 (meters)      47.20  (feet)  COMP
 LW0334  MODELED GRAV-     980,317.6   (mgal)                       NAVD 88
 LW0334
 LW0334  VERT ORDER  -  SECOND    CLASS 0
 LW0334
 LW0334.The horizontal coordinates were scaled from a topographic map and have
 LW0334.an estimated accuracy of +/- 6 seconds.
 LW0334
 LW0334.The orthometric height was determined by differential leveling
 LW0334.and adjusted by the National Geodetic Survey in June 1991..
 LW0334
 LW0334.The geoid height was determined by GEOID03.
 LW0334
 LW0334.The dynamic height is computed by dividing the NAVD 88
 LW0334.geopotential number by the normal gravity value computed on the
 LW0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0334.degrees latitude (g = 980.6199 gals.).
 LW0334
 LW0334.The modeled gravity was interpolated from observed gravity values.
 LW0334
 LW0334;                    North         East    Units  Estimated Accuracy
 LW0334;SPC RI       -    81,700.      106,790.      MT  (+/- 180 meters Scaled)
 LW0334
 LW0334                          SUPERSEDED SURVEY CONTROL
 LW0334
 LW0334  NGVD 29 (??/??/92)   14.641  (m)           48.03   (f) ADJ UNCH    2 0
 LW0334
 LW0334.Superseded values are not recommended for survey control.
 LW0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0334.See file dsdata.txt to determine how the superseded data were derived.
 LW0334
 LW0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG991324(NAD 83)
 LW0334_MARKER: DB = BENCH MARK DISK
 LW0334_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0334_SP_SET: ABUTMENT
 LW0334_STAMPING: A 31 1969
 LW0334_MARK LOGO: CGS   
 LW0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0334
 LW0334  HISTORY     - Date     Condition        Report By
 LW0334  HISTORY     - 1969     MONUMENTED       CGS
 LW0334  HISTORY     - 1985     GOOD             RIGS
 LW0334  HISTORY     - 1987     GOOD             RIGS
 LW0334
 LW0334                          STATION DESCRIPTION
 LW0334
 LW0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0334'AT PROVIDENCE.
 LW0334'AT PROVIDENCE, AT THE INTERSECTION OF WESTIMINSTER AND FRANKLIN
 LW0334'STREETS, SET VERTICALLY IN THE WEST FACE OF THE NORTH END FOR THE
 LW0334'EAST ABUTMENT OF THE WESTMINSTER STREET OVERPASS OVER INTERSTATE
 LW0334'HIGHWAY 95, 17.5 FEET EAST OF THE EAST CURB LINE OF THE
 LW0334'NORTHBOUND LANE OF I-95, 2.7 FEET SOUTH OF THE NORTH END OF THE
 LW0334'ABUTMENT, 1.1 FEET ABOVE THE SLOPING CONCRETE BLOCK FLOOR AND
 LW0334'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0334
 LW0334                          STATION RECOVERY (1985)
 LW0334
 LW0334'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0334'RECOVERED IN GOOD CONDITION.
 LW0334
 LW0334                          STATION RECOVERY (1987)
 LW0334
 LW0334'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0700 ***********************************************************************
 LW0700  DESIGNATION -  A 32
 LW0700  PID         -  LW0700
 LW0700  STATE/COUNTY-  RI/NEWPORT
 LW0700  USGS QUAD   -  NEWPORT (1975)
 LW0700
 LW0700                         *CURRENT SURVEY CONTROL
 LW0700  ___________________________________________________________________
 LW0700* NAD 83(1986)-  41 28 17.     (N)    071 20 38.     (W)     SCALED    
 LW0700* NAVD 88     -        17.767  (meters)      58.29   (feet)  ADJUSTED  
 LW0700  ___________________________________________________________________
 LW0700  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW0700  DYNAMIC HT  -          17.761 (meters)      58.27  (feet)  COMP
 LW0700  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 LW0700
 LW0700  VERT ORDER  -  SECOND    CLASS 0
 LW0700
 LW0700.The horizontal coordinates were scaled from a topographic map and have
 LW0700.an estimated accuracy of +/- 6 seconds.
 LW0700
 LW0700.The orthometric height was determined by differential leveling
 LW0700.and adjusted by the National Geodetic Survey in June 1991..
 LW0700
 LW0700.The geoid height was determined by GEOID03.
 LW0700
 LW0700.The dynamic height is computed by dividing the NAVD 88
 LW0700.geopotential number by the normal gravity value computed on the
 LW0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0700.degrees latitude (g = 980.6199 gals.).
 LW0700
 LW0700.The modeled gravity was interpolated from observed gravity values.
 LW0700
 LW0700;                    North         East    Units  Estimated Accuracy
 LW0700;SPC RI       -    43,110.      113,040.      MT  (+/- 180 meters Scaled)
 LW0700
 LW0700                          SUPERSEDED SURVEY CONTROL
 LW0700
 LW0700  NGVD 29 (??/??/92)   18.040  (m)           59.19   (f) ADJ UNCH    2 0
 LW0700
 LW0700.Superseded values are not recommended for survey control.
 LW0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0700.See file dsdata.txt to determine how the superseded data were derived.
 LW0700
 LW0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF042937(NAD 83)
 LW0700_MARKER: DB = BENCH MARK DISK
 LW0700_SETTING: 66 = SET IN ROCK OUTCROP
 LW0700_SP_SET: BEDROCK
 LW0700_STAMPING: A 32 1969
 LW0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0700+STABILITY: POSITION/ELEVATION WELL
 LW0700
 LW0700  HISTORY     - Date     Condition        Report By
 LW0700  HISTORY     - 1969     MONUMENTED       CGS
 LW0700  HISTORY     - 1987     POOR             USPSQD
 LW0700  HISTORY     - 20050818 POOR             USPSQD
 LW0700
 LW0700                          STATION DESCRIPTION
 LW0700
 LW0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0700'2.8 MI SW FROM NEWPORT.
 LW0700'0.95 MILES SOUTH ALONG THAMES STREET FROM THE MAIN POST OFFICE
 LW0700'BUILDING AT NEWPORT, THENCE 1.45 MILES WEST ALONG HARRISON AVENUE,
 LW0700'THENCE 0.15 MILE NORTH ALONG A BLACK TOP ROAD TO GATES AT FORT
 LW0700'ADAMS, THENCE 0.25 MILE NORTHWEST ALONG VAN BUREN ROAD AND
 LW0700'LINCOLN DRIVE, ON THE RESERVATION OF FORT ADAMS, ABOUT 0.15 MILE
 LW0700'SOUTHEAST OF THE SOUTHEAST SIDE OF THE NARRAGANSETT BAY EAST
 LW0700'PASSAGE, SET IN THE TOP AND NEAR THE HIGHEST PART ALONG THE
 LW0700'NORTHWEST SIDE OF A LARGE AREA OF EXPOSED BEDROCK, 49 FEET
 LW0700'NORTHEAST OF THE SOUTHWEST END OF THE EXPOSED PART OF THE ROCK,
 LW0700'5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK, 111 FEET
 LW0700'NORTHEAST OF AND ACROSS LINCOLN DRIVE FROM THE SOUTHWEST BOUNDARY
 LW0700'FENCE OF THE RESERVATION, 74 FEET NORTHEAST OF THE CENTER LINE OF
 LW0700'LINCOLN DRIVE AND 4 FEET ABOVE THE LEVEL OF THE DRIVE.
 LW0700
 LW0700                          STATION RECOVERY (1987)
 LW0700
 LW0700'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0700'MARK RECOVERED IN POOR CONDITION.
 LW0700
 LW0700                          STATION RECOVERY (2005)
 LW0700
 LW0700'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW0700'IT IS ERODED TO THE POINT WHERE ONLY THE CENTRAL 5/8 INCH (DIAMETER)
 LW0700' 
 LW0700'REMAINS, FIRMLY CEMENTED INTO THE ROCK OUTCROP.  IT IS RECOGNIZABLE
 LW0700'ONLY BY ITS LOCATION.
 LW0700' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0423 ***********************************************************************
 LW0423  DESIGNATION -  A 33
 LW0423  PID         -  LW0423
 LW0423  STATE/COUNTY-  RI/PROVIDENCE
 LW0423  USGS QUAD   -  PAWTUCKET (1975)
 LW0423
 LW0423                         *CURRENT SURVEY CONTROL
 LW0423  ___________________________________________________________________
 LW0423* NAD 83(1986)-  41 56 25.     (N)    071 27 28.     (W)     SCALED    
 LW0423* NAVD 88     -        78.870  (meters)     258.76   (feet)  ADJUSTED  
 LW0423  ___________________________________________________________________
 LW0423  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LW0423  DYNAMIC HT  -          78.846 (meters)     258.68  (feet)  COMP
 LW0423  MODELED GRAV-     980,316.1   (mgal)                       NAVD 88
 LW0423
 LW0423  VERT ORDER  -  SECOND    CLASS 0
 LW0423
 LW0423.The horizontal coordinates were scaled from a topographic map and have
 LW0423.an estimated accuracy of +/- 6 seconds.
 LW0423
 LW0423.The orthometric height was determined by differential leveling
 LW0423.and adjusted by the National Geodetic Survey in June 1991..
 LW0423
 LW0423.The geoid height was determined by GEOID03.
 LW0423
 LW0423.The dynamic height is computed by dividing the NAVD 88
 LW0423.geopotential number by the normal gravity value computed on the
 LW0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0423.degrees latitude (g = 980.6199 gals.).
 LW0423
 LW0423.The modeled gravity was interpolated from observed gravity values.
 LW0423
 LW0423;                    North         East    Units  Estimated Accuracy
 LW0423;SPC RI       -    95,180.      103,500.      MT  (+/- 180 meters Scaled)
 LW0423
 LW0423                          SUPERSEDED SURVEY CONTROL
 LW0423
 LW0423  NGVD 29 (??/??/92)   79.108  (m)          259.54   (f) ADJ UNCH    2 0
 LW0423
 LW0423.Superseded values are not recommended for survey control.
 LW0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0423.See file dsdata.txt to determine how the superseded data were derived.
 LW0423
 LW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG962460(NAD 83)
 LW0423_MARKER: DB = BENCH MARK DISK
 LW0423_SETTING: 66 = SET IN ROCK OUTCROP
 LW0423_SP_SET: ROCK LEDGE
 LW0423_STAMPING: A 33 1969
 LW0423_MARK LOGO: CGS   
 LW0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0423+STABILITY: POSITION/ELEVATION WELL
 LW0423
 LW0423  HISTORY     - Date     Condition        Report By
 LW0423  HISTORY     - 1969     MONUMENTED       CGS
 LW0423  HISTORY     - 1986     GOOD             RIGS
 LW0423
 LW0423                          STATION DESCRIPTION
 LW0423
 LW0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0423'8.9 MI NE FROM PROVIDENCE.
 LW0423'ABOUT 8.0 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0423'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0423'AT PROVIDENCE, THENCE 0.9 MILE EAST ALONG INTERSTATE HIGHWAY
 LW0423'295, 195 FEET WEST OF THE WEST LEG OF THE SOUTH PIER UNDER THE
 LW0423'OLD RIVER ROAD OVERPASS OVER THE HIGHWAY, SET ON THE TOP OF THE
 LW0423'HIGHEST POINT OF A ROCK WHICH IS 12 FEET LONG-3 FEET HIGH AND
 LW0423'AT THE BASE OF A CUT, 65 FEET SOUTH OF THE CENTER LINE OF THE
 LW0423'EASTBOUND LANE OF THE HIGHWAY AND 4 FEET ABOVE THE LEVEL OF
 LW0423'THE HIGHWAY.
 LW0423
 LW0423                          STATION RECOVERY (1986)
 LW0423
 LW0423'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0403 ***********************************************************************
 LW0403  DESIGNATION -  A 34
 LW0403  PID         -  LW0403
 LW0403  STATE/COUNTY-  RI/PROVIDENCE
 LW0403  USGS QUAD   -  PROVIDENCE (1975)
 LW0403
 LW0403                         *CURRENT SURVEY CONTROL
 LW0403  ___________________________________________________________________
 LW0403* NAD 83(1986)-  41 46 58.     (N)    071 28 19.     (W)     SCALED    
 LW0403* NAVD 88     -        24.937  (meters)      81.81   (feet)  ADJUSTED  
 LW0403  ___________________________________________________________________
 LW0403  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW0403  DYNAMIC HT  -          24.929 (meters)      81.79  (feet)  COMP
 LW0403  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 LW0403
 LW0403  VERT ORDER  -  SECOND    CLASS 0
 LW0403
 LW0403.The horizontal coordinates were scaled from a topographic map and have
 LW0403.an estimated accuracy of +/- 6 seconds.
 LW0403
 LW0403.The orthometric height was determined by differential leveling
 LW0403.and adjusted by the National Geodetic Survey in June 1991..
 LW0403
 LW0403.The geoid height was determined by GEOID03.
 LW0403
 LW0403.The dynamic height is computed by dividing the NAVD 88
 LW0403.geopotential number by the normal gravity value computed on the
 LW0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0403.degrees latitude (g = 980.6199 gals.).
 LW0403
 LW0403.The modeled gravity was interpolated from observed gravity values.
 LW0403
 LW0403;                    North         East    Units  Estimated Accuracy
 LW0403;SPC RI       -    77,680.      102,330.      MT  (+/- 180 meters Scaled)
 LW0403
 LW0403                          SUPERSEDED SURVEY CONTROL
 LW0403
 LW0403  NGVD 29 (??/??/92)   25.192  (m)           82.65   (f) ADJ UNCH    2 0
 LW0403
 LW0403.Superseded values are not recommended for survey control.
 LW0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0403.See file dsdata.txt to determine how the superseded data were derived.
 LW0403
 LW0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG945286(NAD 83)
 LW0403_MARKER: DB = BENCH MARK DISK
 LW0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0403_SP_SET: TOWER BASE
 LW0403_STAMPING: A 34 1969
 LW0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0403
 LW0403  HISTORY     - Date     Condition        Report By
 LW0403  HISTORY     - 1969     MONUMENTED       CGS
 LW0403
 LW0403                          STATION DESCRIPTION
 LW0403
 LW0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0403'AT CRANSTON.
 LW0403'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION
 LW0403'OF STATE HIGHWAY 12 AT CRANSTON, AT THE CRANSTON POLICE
 LW0403'HEADQUARTERS, ABOUT 100 YARDS EAST OF THE HIGHWAY, SET IN THE TOP
 LW0403'OF THE NORTHEAST CORNER OF THE CONCRETE BASE SUPPORTING THE
 LW0403'POLICE RADIO TOWER, (THE BASE IS 12 FEET SQUARE, 9 FEET DEEP,
 LW0403'PROJECTS 3 FEET ABOVE THE GROUND AND THE BASE IS RESTING ON
 LW0403'5 PILING WHICH WERE DRIVEN TO A DEPTH OF 40 FEET), 19.9 FEET
 LW0403'SOUTHEAST OF THE NORTHEAST CORNER OF THE POLICE STATION BUILDING,
 LW0403'2 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE BASE AND ABOUT
 LW0403'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0137 ***********************************************************************
 LW0137  DESIGNATION -  A 5
 LW0137  PID         -  LW0137
 LW0137  STATE/COUNTY-  RI/KENT
 LW0137  USGS QUAD   -  PROVIDENCE (1975)
 LW0137
 LW0137                         *CURRENT SURVEY CONTROL
 LW0137  ___________________________________________________________________
 LW0137* NAD 83(1986)-  41 45 38.     (N)    071 25 48.     (W)     SCALED    
 LW0137* NAVD 88     -        11.141  (meters)      36.55   (feet)  ADJUSTED  
 LW0137  ___________________________________________________________________
 LW0137  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW0137  DYNAMIC HT  -          11.138 (meters)      36.54  (feet)  COMP
 LW0137  MODELED GRAV-     980,303.5   (mgal)                       NAVD 88
 LW0137
 LW0137  VERT ORDER  -  SECOND    CLASS 0
 LW0137
 LW0137.The horizontal coordinates were scaled from a topographic map and have
 LW0137.an estimated accuracy of +/- 6 seconds.
 LW0137
 LW0137.The orthometric height was determined by differential leveling
 LW0137.and adjusted by the National Geodetic Survey in June 1991..
 LW0137
 LW0137.The geoid height was determined by GEOID03.
 LW0137
 LW0137.The dynamic height is computed by dividing the NAVD 88
 LW0137.geopotential number by the normal gravity value computed on the
 LW0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0137.degrees latitude (g = 980.6199 gals.).
 LW0137
 LW0137.The modeled gravity was interpolated from observed gravity values.
 LW0137
 LW0137;                    North         East    Units  Estimated Accuracy
 LW0137;SPC RI       -    75,220.      105,820.      MT  (+/- 180 meters Scaled)
 LW0137
 LW0137                          SUPERSEDED SURVEY CONTROL
 LW0137
 LW0137  NGVD 29 (??/??/92)   11.417  (m)           37.46   (f) ADJ UNCH    2 0
 LW0137
 LW0137.Superseded values are not recommended for survey control.
 LW0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0137.See file dsdata.txt to determine how the superseded data were derived.
 LW0137
 LW0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG979260(NAD 83)
 LW0137_MARKER: DB = BENCH MARK DISK
 LW0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0137_SP_SET: ABUTMENT
 LW0137_STAMPING: A 5 1958
 LW0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0137
 LW0137  HISTORY     - Date     Condition        Report By
 LW0137  HISTORY     - 1958     MONUMENTED       CGS
 LW0137  HISTORY     - 1965     GOOD             NGS
 LW0137
 LW0137                          STATION DESCRIPTION
 LW0137
 LW0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW0137'1.3 MI N FROM LINCOLN PARK.
 LW0137'1.3 MILES NORTH OF LINCOLN PARK, ON THE SHORE LINE OF THE
 LW0137'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, AT THE BRIDGE OVER THE
 LW0137'PAWTUXET RIVER, ON THE EAST SIDE OF THE SOUTH ABUTMENT, 4 FEET
 LW0137'EAST OF THE EAST RAIL, AND 1 FOOT BELOW THE TRACKS.  A STANDARD
 LW0137'DISK, STAMPED A 5 1958, CEMENTED IN THE CONCRETE TOP OF THE
 LW0137'ABUTMENT.
 LW0137
 LW0137                          STATION RECOVERY (1965)
 LW0137
 LW0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LW0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0111 ***********************************************************************
 LW0111  DESIGNATION -  A 9
 LW0111  PID         -  LW0111
 LW0111  STATE/COUNTY-  RI/KENT
 LW0111  USGS QUAD   -  EAST GREENWICH (1975)
 LW0111
 LW0111                         *CURRENT SURVEY CONTROL
 LW0111  ___________________________________________________________________
 LW0111* NAD 83(1986)-  41 38 52.     (N)    071 27 25.     (W)     SCALED    
 LW0111* NAVD 88     -         9.937  (meters)      32.60   (feet)  ADJUSTED  
 LW0111  ___________________________________________________________________
 LW0111  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW0111  DYNAMIC HT  -           9.934 (meters)      32.59  (feet)  COMP
 LW0111  MODELED GRAV-     980,287.2   (mgal)                       NAVD 88
 LW0111
 LW0111  VERT ORDER  -  FIRST     CLASS I
 LW0111
 LW0111.The horizontal coordinates were scaled from a topographic map and have
 LW0111.an estimated accuracy of +/- 6 seconds.
 LW0111
 LW0111.The orthometric height was determined by differential leveling
 LW0111.and adjusted by the National Geodetic Survey in June 1991..
 LW0111
 LW0111.The geoid height was determined by GEOID03.
 LW0111
 LW0111.The dynamic height is computed by dividing the NAVD 88
 LW0111.geopotential number by the normal gravity value computed on the
 LW0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0111.degrees latitude (g = 980.6199 gals.).
 LW0111
 LW0111.The modeled gravity was interpolated from observed gravity values.
 LW0111
 LW0111;                    North         East    Units  Estimated Accuracy
 LW0111;SPC RI       -    62,690.      103,590.      MT  (+/- 180 meters Scaled)
 LW0111
 LW0111                          SUPERSEDED SURVEY CONTROL
 LW0111
 LW0111  NGVD 29 (??/??/92)   10.198  (m)           33.46   (f) ADJ UNCH    1 1
 LW0111
 LW0111.Superseded values are not recommended for survey control.
 LW0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0111.See file dsdata.txt to determine how the superseded data were derived.
 LW0111
 LW0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG953135(NAD 83)
 LW0111_MARKER: DB = BENCH MARK DISK
 LW0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0111_SP_SET: OVERPASS ABUTMENT
 LW0111_STAMPING: A 9 1958
 LW0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0111+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2004
 LW0111
 LW0111  HISTORY     - Date     Condition        Report By
 LW0111  HISTORY     - 1958     MONUMENTED       CGS
 LW0111  HISTORY     - 1965     GOOD             NGS
 LW0111  HISTORY     - 1974     GOOD             NGS
 LW0111  HISTORY     - 1978     POOR             LOCENG
 LW0111  HISTORY     - 1988     GOOD             USPSQD
 LW0111  HISTORY     - 20040811 GOOD             GEOCAC
 LW0111
 LW0111                          STATION DESCRIPTION
 LW0111
 LW0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0111'1.3 MI S FROM EAST GREENWICH.
 LW0111'1.1 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LW0111'AT EAST GREENWICH, THENCE 0.2 MILE SOUTHEAST ALONG FORGE ROAD,
 LW0111'ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, ON TOP
 LW0111'OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF THE RAILROAD
 LW0111'OVERPASS OVER FORGE ROAD, 6.8 FEET SOUTHEAST OF THE SOUTHEAST
 LW0111'RAIL AND 2 FEET ABOVE THE LEVEL OF THE TRACK.
 LW0111
 LW0111                          STATION RECOVERY (1974)
 LW0111
 LW0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LW0111'RECOVERED IN GOOD CONDITION.
 LW0111
 LW0111                          STATION RECOVERY (1978)
 LW0111
 LW0111'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 LW0111'MARK RECOVERED IN POOR CONDITION.
 LW0111
 LW0111                          STATION RECOVERY (1988)
 LW0111
 LW0111'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0111'RECOVERED IN GOOD CONDITION.
 LW0111
 LW0111                          STATION RECOVERY (2004)
 LW0111
 LW0111'RECOVERY NOTE BY GEOCACHING 2004 (DMG)
 LW0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3482 ***********************************************************************
 LW3482  DESIGNATION -  ABSALONA
 LW3482  PID         -  LW3482
 LW3482  STATE/COUNTY-  RI/PROVIDENCE
 LW3482  USGS QUAD   -  GEORGIAVILLE (1975)
 LW3482
 LW3482                         *CURRENT SURVEY CONTROL
 LW3482  ___________________________________________________________________
 LW3482* NAD 83(1996)-  41 54 16.37680(N)    071 37 21.58488(W)     ADJUSTED  
 LW3482* NAVD 88     -       189.0    (meters)     620.     (feet)  VERTCON   
 LW3482  ___________________________________________________________________
 LW3482  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 LW3482  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW3482
 LW3482  HORZ ORDER  -  FIRST
 LW3482
 LW3482.The horizontal coordinates were established by classical geodetic methods
 LW3482.and adjusted by the National Geodetic Survey in August 1998..
 LW3482
 LW3482.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3482
 LW3482.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3482
 LW3482.The geoid height was determined by GEOID03.
 LW3482
 LW3482;                    North         East     Units Scale Factor Converg.
 LW3482;SPC RI       -    91,213.780    89,822.211   MT  0.99999502   -0 04 54.9
 LW3482;SPC RI       -   299,257.21    294,691.70   sFT  0.99999502   -0 04 54.9
 LW3482;UTM  19      - 4,642,505.002   282,464.711   MT  1.00018234   -1 45 08.4
 LW3482
 LW3482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3482!SPC RI       -   0.99997500  x   0.99999502  =   0.99997002
 LW3482!UTM  19      -   0.99997500  x   1.00018234  =   1.00015734
 LW3482
 LW3482|---------------------------------------------------------------------|
 LW3482| PID    Reference Object                     Distance      Geod. Az  |
 LW3482|                                                           dddmmss.s |
 LW3482| CB7039 ABSALONA RM 2                        26.408 METERS 10145     |
 LW3482| LW3517 DURFEE                              APPROX.10.1 KM 2613908.5 |
 LW3482| CB7040 ABSALONA RM 3                        68.763 METERS 31922     |
 LW3482| CB7038 ABSALONA RM 1                        30.816 METERS 35727     |
 LW3482|---------------------------------------------------------------------|
 LW3482
 LW3482                          SUPERSEDED SURVEY CONTROL
 LW3482
 LW3482  NAD 83(1996)-  41 54 16.37652(N)    071 37 21.58470(W) AD(       ) 1
 LW3482  NAD 83(1992)-  41 54 16.37561(N)    071 37 21.58396(W) AD(       ) 1
 LW3482  NAD 83(1992)-  41 54 16.37549(N)    071 37 21.58408(W) AD(       ) 1
 LW3482  NAD 83(1986)-  41 54 16.37567(N)    071 37 21.58333(W) AD(       ) 1
 LW3482  NAD 27      -  41 54 16.01902(N)    071 37 23.35071(W) AD(       ) 1
 LW3482  NGVD 29 (07/19/86)  189.2    (m)          621.     (f) VERT ANG       
 LW3482
 LW3482.Superseded values are not recommended for survey control.
 LW3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3482.See file dsdata.txt to determine how the superseded data were derived.
 LW3482
 LW3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8246542505(NAD 83)
 LW3482_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3482_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3482+STABILITY: SURFACE MOTION
 LW3482
 LW3482  HISTORY     - Date     Condition        Report By
 LW3482  HISTORY     - 1968     MONUMENTED       CGS
 LW3482  HISTORY     - 1979     GOOD             NGS
 LW3482  HISTORY     - 1985     GOOD             RIGS
 LW3482
 LW3482                          STATION DESCRIPTION
 LW3482
 LW3482'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3482'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF GREENVILLE, 4 MILES
 LW3482'SOUTHEAST OF GAZZAVILLE, 3-1/2 MILES EAST-SOUTHEAST OF CHEPACHET,
 LW3482'1/2 MILE NORTH OF U.S. HIGHWAY 44 AND ON PROPERTY OWNED BY
 LW3482'MR. FRED GARRITY WHO LIVES IN THE OLD HOUSE EAST OF THE STATION.
 LW3482'
 LW3482'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 44 AND STATE HIGHWAY
 LW3482'102 IN THE SOUTH EDGE OF CHEPACHET, GO EAST ON HIGHWAY 44 FOR
 LW3482'3.0 MILES TO A SIDE ROAD LEFT JUST BEFORE REACHING THE TOP OF
 LW3482'A GRADE.  TURN LEFT AND GO NORTH ON ABSALONA HILL ROAD FOR 0.65
 LW3482'MILE TO A DIM TRACK ROAD ON THE LEFT BETWEEN TWO FIELDS.  TURN
 LW3482'LEFT AND GO WEST ON DIM TRACK ROAD FOR 0.1 MILE TO STATION ON
 LW3482'LEFT AS DESCRIBED.
 LW3482'
 LW3482'STATION MARK, STAMPED ABSALONA 1968, IS SET IN TOP OF A CONCRETE
 LW3482'POST WHICH PROJECTS 6 INCHES.  IT IS 42 FEET NORTH OF A ROCK
 LW3482'FENCE, 34 FEET SOUTH OF CENTER OF DIM TRACK ROAD AND 5.4 FEET
 LW3482'NORTHEAST OF METAL WITNESS POST.
 LW3482'
 LW3482'RM 1, STAMPED ABSALONA NO 1 1968, IS SET IN A BEDROCK FORMATION
 LW3482'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS 2 BY 3 FOOT
 LW3482'IN SIZE.  IT IS 68 FEET NORTH OF CENTER OF DIM TRACK ROAD AND
 LW3482'1.7 FEET SOUTH OF A METAL WITNESS POST.
 LW3482'
 LW3482'RM 2, IS STAMPED ABSALONA NO 2 1968, IS SET IN A BEDROCK
 LW3482'FORMATION WHICH PROJECTS 10 INCHES AND IS 2 BY 3 FOOT IN
 LW3482'SIZE.  IT IS 51 FEET SOUTH OF CENTER OF DIM TRACK ROAD, 6 FEET
 LW3482'NORTH OF A ROCK FENCE AND 1.6 FEET NORTHEAST OF A METAL
 LW3482'WITNESS POST.
 LW3482'
 LW3482'RM 3, STAMPED ABSALONA NO 3 1968, IS SET IN A BOULDER WHICH
 LW3482'PROJECTS 8 INCHES AND IS 1-1/2 BY 2-1/2 FOOT IN SIZE.  IT IS 181
 LW3482'FEET NORTHWEST OF CENTER OF DIM TRACK ROAD, 37 FEET NORTHWEST OF
 LW3482'A BEDROCK FORMATION THAT IS 5 BY 6 FOOT IN SIZE AND PROJECTS
 LW3482'ABOUT 18 INCHES AND 2 FEET SOUTH OF A METAL WITNESS POST.
 LW3482'
 LW3482'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LW3482
 LW3482                          STATION RECOVERY (1979)
 LW3482
 LW3482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW3482'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 LW3482'CONDITION.  A HOUSE HAS BEEN BUILT AT THE STATION SITE AND HAS
 LW3482'REFERENCE MARK 3 BLOCKED TO THE STATION MARK.  REFERENCE MARK 2 IS
 LW3482'EAST OF THE STATION AND NOT WEST AS PREVIOUSLY NOTED.  A NEW
 LW3482'DESCRIPTION FOLLOWS.
 LW3482'
 LW3482'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF GREENVILLE, 4 MILES
 LW3482'SOUTHEAST OF GAZZAVILLE AND 3.5 MILES EAST-SOUTHEAST OF
 LW3482'CHEPACHET.  THE PROPERTY IS OWNED BY MR. BENJAMIN GARRITY WHO LIVES AT
 LW3482'THE STATION SITE.
 LW3482'
 LW3482'TO REACH THE STATION FROM THE CHEPACHET POST OFFICE, GO SOUTHEAST ON
 LW3482'U.S. HIGHWAY 44 FOR 3.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 LW3482'NORTH ON ABSALONA HILL ROAD FOR 0.6 MILE TO A DRIVEWAY ON THE
 LW3482'LEFT.  TURN LEFT AND GO WEST ON THE GRAVEL DRIVEWAY FOR 0.15 MILE TO
 LW3482'THE STATION ON THE LEFT.
 LW3482'
 LW3482'THE STATION MARK STAMPED---ABSALONA 1968---IS A STANDARD DISK SET IN
 LW3482'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4
 LW3482'INCHES.  IT IS 122 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LW3482'HOUSE, 32 FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND 5.5 FEET
 LW3482'NORTHEAST OF A METAL WITNESS POST.
 LW3482'
 LW3482'REFERENCE MARK 1 STAMPED---ABSALONA NO 1 1968---IS A STANDARD DISK
 LW3482'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS 2 INCHES.  IT
 LW3482'IS 73 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 69 FEET NORTH OF
 LW3482'THE CENTER OF THE DRIVEWAY AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 LW3482'
 LW3482'REFERENCE MARK 2 STAMPED---ABSALONA NO 2 1968---IS A STANDARD DISK
 LW3482'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS 10
 LW3482'INCHES.  IT IS 40 FEET SOUTHWEST OF POWERLINE POLE NUMBER 2, 6 FEET
 LW3482'NORTH OF A ROCK WALL AND 1.6 FEET NORTHEAST OF A METAL WITNESS POST.
 LW3482'
 LW3482'REFERENCE MARK 3 STAMPED---ABSALONA NO 3 1968---IS A STANDARD DISK
 LW3482'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS 12-INCHES.  IT
 LW3482'IS 64 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND 2 FEET
 LW3482'SOUTH OF A METAL WITNESS POST.
 LW3482
 LW3482                          STATION RECOVERY (1985)
 LW3482
 LW3482'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW3482'THE STATION WAS RECOVERED AT THIS DATE.
 LW3482'A NEW HOUSE HAS REPLACED THE OLD HOUSE OF THE 1968 DESCRIPTION, AND
 LW3482'THE DRIVEWAY TO THE HOUSE IS THE FORMER DIM TRACK ROAD.  THE
 LW3482'WITNESS POST FOR RM 2 WAS GONE, BUT WAS NOT REPLACED SINCE IT IS IN
 LW3482'THE OWNERS DOG RUN AREA.  LARGE ACTIVE DOBERMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0698 ***********************************************************************
 LW0698  DESIGNATION -  ADAMS
 LW0698  PID         -  LW0698
 LW0698  STATE/COUNTY-  RI/NEWPORT
 LW0698  USGS QUAD   -  NEWPORT (1975)
 LW0698
 LW0698                         *CURRENT SURVEY CONTROL
 LW0698  ___________________________________________________________________
 LW0698* NAD 83(1996)-  41 28 19.90891(N)    071 20 29.38051(W)     ADJUSTED  
 LW0698* NAVD 88     -        21.611  (meters)      70.90   (feet)  ADJUSTED  
 LW0698  ___________________________________________________________________
 LW0698  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 LW0698  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW0698  DYNAMIC HT  -          21.604 (meters)      70.88  (feet)  COMP
 LW0698  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 LW0698
 LW0698  HORZ ORDER  -  SECOND
 LW0698  VERT ORDER  -  SECOND    CLASS 0
 LW0698
 LW0698.The horizontal coordinates were established by classical geodetic methods
 LW0698.and adjusted by the National Geodetic Survey in August 1998..
 LW0698
 LW0698.The orthometric height was determined by differential leveling
 LW0698.and adjusted by the National Geodetic Survey in June 1991..
 LW0698
 LW0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0698
 LW0698.The geoid height was determined by GEOID03.
 LW0698
 LW0698.The dynamic height is computed by dividing the NAVD 88
 LW0698.geopotential number by the normal gravity value computed on the
 LW0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0698.degrees latitude (g = 980.6199 gals.).
 LW0698
 LW0698.The modeled gravity was interpolated from observed gravity values.
 LW0698
 LW0698;                    North         East     Units Scale Factor Converg.
 LW0698;SPC RI       -    43,198.769   113,240.173   MT  0.99999591   +0 06 17.9
 LW0698;SPC RI       -   141,727.96    371,522.13   sFT  0.99999591   +0 06 17.9
 LW0698;UTM  19      - 4,593,824.121   304,482.026   MT  1.00007046   -1 33 04.2
 LW0698
 LW0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0698!SPC RI       -   1.00000132  x   0.99999591  =   0.99999723
 LW0698!UTM  19      -   1.00000132  x   1.00007046  =   1.00007178
 LW0698
 LW0698:                Primary Azimuth Mark                     Grid Az
 LW0698:SPC RI       -  ROSE ISLAND TANK                         002 38 44.9
 LW0698:UTM  19      -  ROSE ISLAND TANK                         004 18 07.0
 LW0698
 LW0698|---------------------------------------------------------------------|
 LW0698| PID    Reference Object                     Distance      Geod. Az  |
 LW0698|                                                           dddmmss.s |
 LW0698| LW2849 ROSE ISLAND TANK                    APPROX. 2.6 KM 0024502.8 |
 LW0698| LW2868 B 1 GREENE 1940                      53.405 METERS 04219     |
 LW0698| LW2866 B 1 EDGERTON 1940                    54.335 METERS 04450     |
 LW0698| LW2898 DP GREENE 1940                      128.438 METERS 08658     |
 LW0698| LW2900 DP EDGERTON 1940                    158.843 METERS 09313     |
 LW0698| LW2902 STAKE A                             136.076 METERS 09742     |
 LW0698| LW0697 ADAMS RM 1                           31.051 METERS 18813     |
 LW0698| LW2995 CUPOLA                              APPROX. 2.8 KM 2780056.2 |
 LW0698| LW0699 ADAMS RM 2                           25.820 METERS 29918     |
 LW0698| LW2880 BULL POINT CUPOLA                   APPROX. 1.5 KM 3061230.3 |
 LW0698| LW2847 MET STATION 1940                    237.399 METERS 35338     |
 LW0698| LW2379 GOULD ISLAND TANK                   APPROX. 6.8 KM 3575049.9 |
 LW0698|---------------------------------------------------------------------|
 LW0698
 LW0698                          SUPERSEDED SURVEY CONTROL
 LW0698
 LW0698  NAD 83(1996)-  41 28 19.90848(N)    071 20 29.37969(W) AD(       ) 2
 LW0698  NAD 83(1992)-  41 28 19.90732(N)    071 20 29.37989(W) AD(       ) 2
 LW0698  NAD 83(1992)-  41 28 19.90674(N)    071 20 29.37946(W) AD(       ) 2
 LW0698  NAD 83(1986)-  41 28 19.90687(N)    071 20 29.37774(W) AD(       ) 2
 LW0698  NAD 27      -  41 28 19.53517(N)    071 20 31.18725(W) AD(       ) 2
 LW0698  NGVD 29 (??/??/92)   21.884  (m)           71.80   (f) ADJ UNCH    2 0
 LW0698
 LW0698.Superseded values are not recommended for survey control.
 LW0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0698.See file dsdata.txt to determine how the superseded data were derived.
 LW0698
 LW0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0448293824(NAD 83)
 LW0698_MARKER: DS = TRIANGULATION STATION DISK
 LW0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0698_STAMPING: ADAMS 1940
 LW0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0698+STABILITY: SURFACE MOTION
 LW0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0698+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 LW0698
 LW0698  HISTORY     - Date     Condition        Report By
 LW0698  HISTORY     - 1940     MONUMENTED       CGS
 LW0698  HISTORY     - 1969     GOOD             CGS
 LW0698  HISTORY     - 1969     GOOD             NGS
 LW0698  HISTORY     - 20050818 GOOD             USPSQD
 LW0698
 LW0698                          STATION DESCRIPTION
 LW0698
 LW0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0698'STATION IS LOCATED NEAR THE SOUTHWEST END OF AQUIDNECK ISLAND,
 LW0698'ABOUT 2 MILES SOUTHWEST OF THE TOWN OF NEWPORT, R.I., ON THE
 LW0698'GOVERNMENT RESERVATION OF FORT ADAMS, ON ABOUT THE CENTRAL PART
 LW0698'AND ON THE HIGHEST GROUND OF THE RESERVATION, ABOUT 25 FEET SOUTH
 LW0698'OF THE SOUTH EDGE OF THE OUTER MOAT OF AN OLD FORT, ABOUT 25 YARDS
 LW0698'ESE OF THE SW CORNER OF THE OUTER MOAT.
 LW0698'
 LW0698'STATION IS STAMPED ADAMS 1940.
 LW0698'
 LW0698'REFERENCE MARK NO. 1,  IS STAMPED ADAMS NO 1 1940, IS UNDER THE
 LW0698'NORTH HEDGE OF THE COMMANDANTS HOUSE.  REFERENCE MARK NO. 2,
 LW0698'STAMPED ADAMS NO 2 1940, IS JUST WEST OF THE CONCRETE WALK, 10
 LW0698'FEET SW OF THE SW CORNER OF THE OUTER MOAT.
 LW0698'
 LW0698'ROSE ISLAND TANK CAN BE USED FOR AN AZIMUTH MARK.
 LW0698'
 LW0698'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW0698
 LW0698                          STATION RECOVERY (1969)
 LW0698
 LW0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 LW0698'THE STATION, RM 1 AND 2 WERE ALL RECOVERED AND IN GOOD CONDITION.
 LW0698'THE STATION MAY BE REACHED BY GOING 0.95 MILE SOUTH ALONG THAMES
 LW0698'STREET FROM THE MAIN POST OFFICE AT NEWPORT, THENCE 1.45 MILES
 LW0698'WEST ALONG HARRISON STREET, THENCE 0.15 MILE NORTH ALONG A BLACK
 LW0698'TOPPED ROAD TO GATE AT FORT ADAMS, THENCE 0.2 MILE NORTH AND
 LW0698'NORTHWEST ALONG VAN BUREN ROAD AND BUCHANAN ROAD, AT FORT ADAMS,
 LW0698'ON ABOUT THE HIGHEST POINT OF THE RESERVATION, 263 FEET NORTHEAST
 LW0698'OF AND ACROSS BUCHANNAN ROAD FROM THE NORTHEAST SIDE OF THE
 LW0698'COMMANDANTS HOME, 79 FEET SOUTHEAST OF THE WEST CORNER OF A STEEL
 LW0698'FENCE AROUND AN OLD FORT, 92 FEET NORTHEAST OF THE CENTER LINE OF
 LW0698'BUCHANNAN ROAD, 20 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A STEEL
 LW0698'FENCE AROUND AN OLD FORT, 20 FEET SOUTHWEST OF A METAL WITNESS
 LW0698'POST AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0698'RM 1 IS 101.9 FEET SOUTHWEST OF THE STATION MARK DESCRIBED, 40
 LW0698'FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY TO THE COMMANDANTS
 LW0698'RESIDENCE, 9 FEET SOUTHWEST OF THE CENTER LINE OF BUCHANNAN
 LW0698'STREET, 9 FEET SOUTHEAST OF POWER LINE POLE NO. 14, UNDER A HEDGE
 LW0698'FENCE, 154 FEET SOUTH OF AND ACROSS THE ROAD FROM RM 2 DESCRIBED
 LW0698'AND SET IN THE TOP OF A CONCRETE POST ONE INCH BELOW THE LEVEL OF THE
 LW0698'GROUND.
 LW0698'
 LW0698'RM 2 IS 84.3 FEET NORTHWEST OF THE STATION MARK DESCRIBED, 105
 LW0698'FEET NORTHEAST OF THE CENTER LINE OF BUCHANNAN ROAD, 7 FEET WEST
 LW0698'OF THE WEST SIDE OF A STEEL FENCE AROUND AN OLD FORT, 0.5 FOOT
 LW0698'NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE SIDEWALK, SET IN THE
 LW0698'TOP OF A CONCRETE POST FLUSH WITH THE TOP OF THE SIDEWALK AND THE
 LW0698'SIDEWALK HAS BEEN POURED AROUND THE POST.
 LW0698'
 LW0698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2.75 MILES
 LW0698'SOUTHWEST OF NEWPORT.
 LW0698
 LW0698                          STATION RECOVERY (1969)
 LW0698
 LW0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0698'2.8 MI SW FROM NEWPORT.
 LW0698'0.95 MILES SOUTH ALONG THAMES STREET FROM THE MAIN POST OFFICE
 LW0698'BUILDING AT NEWPORT, THENCE 1.45 MILES WEST ALONG HARRISON STREET,
 LW0698'THENCE 0.15 MILE NORTH ALONG A BLACK TOP ROAD TO GATE AT FORT
 LW0698'ADAMS, THENCE 0.2 MILE NORTH AND NORTHWEST ALONG VAN BUREN ROAD
 LW0698'AND BUCHANAN ROAD, AT FORT ADAMS, ON ABOUT THE HIGHEST POINT OF
 LW0698'THE RESERVATION, 263 FEET NORTHEAST OF AND ACROSS BUCHANNAN ROAD
 LW0698'FROM THE NORTHEAST SIDE OF THE COMMANDANTS LARGE HOME, 79 FEET
 LW0698'SOUTHEAST OF THE WEST CORNER OF A STEEL FENCE AROUND AN OLD FORT,
 LW0698'92 FEET NORTHEAST OF THE CENTER LINE OF BUCHANNAN ROAD, 20 FEET
 LW0698'SOUTHWEST OF THE SOUTHWEST SIDE OF A STEEL FENCE AROUND AN OLD
 LW0698'FORT, 20 FEET SOUTHWEST OF A METAL WITNESS POST AND SET IN THE TOP
 LW0698'OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0698
 LW0698                          STATION RECOVERY (2005)
 LW0698
 LW0698'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0697 ***********************************************************************
 LW0697  DESIGNATION -  ADAMS RM 1
 LW0697  PID         -  LW0697
 LW0697  STATE/COUNTY-  RI/NEWPORT
 LW0697  USGS QUAD   -  NEWPORT (1975)
 LW0697
 LW0697                         *CURRENT SURVEY CONTROL
 LW0697  ___________________________________________________________________
 LW0697* NAD 83(1986)-  41 28 19.     (N)    071 20 29.     (W)     SCALED    
 LW0697* NAVD 88     -        19.217  (meters)      63.05   (feet)  ADJUSTED  
 LW0697  ___________________________________________________________________
 LW0697  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW0697  DYNAMIC HT  -          19.211 (meters)      63.03  (feet)  COMP
 LW0697  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 LW0697
 LW0697  VERT ORDER  -  SECOND    CLASS 0
 LW0697
 LW0697.The horizontal coordinates were scaled from a topographic map and have
 LW0697.an estimated accuracy of +/- 6 seconds.
 LW0697
 LW0697.The orthometric height was determined by differential leveling
 LW0697.and adjusted by the National Geodetic Survey in June 1991..
 LW0697
 LW0697.The geoid height was determined by GEOID03.
 LW0697
 LW0697.The dynamic height is computed by dividing the NAVD 88
 LW0697.geopotential number by the normal gravity value computed on the
 LW0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0697.degrees latitude (g = 980.6199 gals.).
 LW0697
 LW0697.The modeled gravity was interpolated from observed gravity values.
 LW0697
 LW0697;                    North         East    Units  Estimated Accuracy
 LW0697;SPC RI       -    43,170.      113,250.      MT  (+/- 180 meters Scaled)
 LW0697
 LW0697                          SUPERSEDED SURVEY CONTROL
 LW0697
 LW0697  NGVD 29 (??/??/92)   19.490  (m)           63.94   (f) ADJ UNCH    2 0
 LW0697
 LW0697.Superseded values are not recommended for survey control.
 LW0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0697.See file dsdata.txt to determine how the superseded data were derived.
 LW0697
 LW0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF044937(NAD 83)
 LW0697_MARKER: DR = REFERENCE MARK DISK
 LW0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0697_STAMPING: ADAMS NO 1 1940
 LW0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0697+STABILITY: SURFACE MOTION
 LW0697
 LW0697  HISTORY     - Date     Condition        Report By
 LW0697  HISTORY     - 1940     MONUMENTED       CGS
 LW0697  HISTORY     - 1969     GOOD             NGS
 LW0697  HISTORY     - 20051027 MARK NOT FOUND   USPSQD
 LW0697
 LW0697                          STATION DESCRIPTION
 LW0697
 LW0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0697'2.8 MI SW FROM NEWPORT.
 LW0697'0.95 MILE SOUTH ALONG THAMES STREET FROM THE MAIN POST OFFICE
 LW0697'BUILDING AT NEWPORT, THENCE 1.45 MILES WEST ALONG HARRISON STREET,
 LW0697'THENCE 0.15 MILE NORTH ALONG A BLACK TOPPED ROAD, THENCE 0.2 MILE
 LW0697'NORTH AND NORTHWEST ALONG VAN BUREN ROAD AND BUCHANNAN ROAD, 101.9
 LW0697'FEET SOUTHWEST OF AND ACROSS BUCHANNAN ROAD FROM THE STATION
 LW0697'MARK DESCRIBED, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LW0697'DRIVEWAY LEADING TO THE COMMANDANTS RESIDENCE, 9 FEET SOUTHWEST
 LW0697'OF THE CENTER LINE OF BUCHANNAN ROAD, 9 FEET SOUTHEAST OF POWER
 LW0697'LINE POLE NO. 14, UNDER A HEDGE FENCE, 154 FEET SOUTH OF AND
 LW0697'ACROSS THE ROAD FROM RM 2 DESCRIBED AND SET IN THE TOP OF A
 LW0697'CONCRETE POST ONE INCH BELOW THE LEVEL OF THE GROUND.
 LW0697
 LW0697                          STATION RECOVERY (2005)
 LW0697
 LW0697'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW0697'NOT FOUND, ALTHOUGH, SINCE IT IS BELOW GRADE, A MORE EXTENSIVE SEARCH
 LW0697'MIGHT LOCATE IT.
 LW0697' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0699 ***********************************************************************
 LW0699  DESIGNATION -  ADAMS RM 2
 LW0699  PID         -  LW0699
 LW0699  STATE/COUNTY-  RI/NEWPORT
 LW0699  USGS QUAD   -  NEWPORT (1975)
 LW0699
 LW0699                         *CURRENT SURVEY CONTROL
 LW0699  ___________________________________________________________________
 LW0699* NAD 83(1986)-  41 28 19.     (N)    071 20 29.     (W)     SCALED    
 LW0699* NAVD 88     -        21.223  (meters)      69.63   (feet)  ADJUSTED  
 LW0699  ___________________________________________________________________
 LW0699  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW0699  DYNAMIC HT  -          21.216 (meters)      69.61  (feet)  COMP
 LW0699  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 LW0699
 LW0699  VERT ORDER  -  SECOND    CLASS 0
 LW0699
 LW0699.The horizontal coordinates were scaled from a topographic map and have
 LW0699.an estimated accuracy of +/- 6 seconds.
 LW0699
 LW0699.The orthometric height was determined by differential leveling
 LW0699.and adjusted by the National Geodetic Survey in June 1991..
 LW0699
 LW0699.The geoid height was determined by GEOID03.
 LW0699
 LW0699.The dynamic height is computed by dividing the NAVD 88
 LW0699.geopotential number by the normal gravity value computed on the
 LW0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0699.degrees latitude (g = 980.6199 gals.).
 LW0699
 LW0699.The modeled gravity was interpolated from observed gravity values.
 LW0699
 LW0699;                    North         East    Units  Estimated Accuracy
 LW0699;SPC RI       -    43,170.      113,250.      MT  (+/- 180 meters Scaled)
 LW0699
 LW0699                          SUPERSEDED SURVEY CONTROL
 LW0699
 LW0699  NGVD 29 (??/??/92)   21.496  (m)           70.52   (f) ADJ UNCH    2 0
 LW0699
 LW0699.Superseded values are not recommended for survey control.
 LW0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0699.See file dsdata.txt to determine how the superseded data were derived.
 LW0699
 LW0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF044937(NAD 83)
 LW0699_MARKER: DR = REFERENCE MARK DISK
 LW0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0699_STAMPING: ADAMS NO 2 1940
 LW0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0699+STABILITY: SURFACE MOTION
 LW0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0699+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 LW0699
 LW0699  HISTORY     - Date     Condition        Report By
 LW0699  HISTORY     - 1940     MONUMENTED       CGS
 LW0699  HISTORY     - 1969     GOOD             NGS
 LW0699  HISTORY     - 20050818 GOOD             USPSQD
 LW0699
 LW0699                          STATION DESCRIPTION
 LW0699
 LW0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0699'2.8 MI SW FROM NEWPORT.
 LW0699'0.95 MILE SOUTH ALONG THAMES STREET FROM THE MAIN POST OFFICE
 LW0699'BUILDING AT NEWPORT, THENCE 1.45 MILES WEST ALONG HARRISON STREET,
 LW0699'THENCE 0.15 MILE NORTH ALONG A BLACK TOP ROAD, THENCE 0.2 MILE
 LW0699'NORTH AND NORTHWEST ALONG VAN BUREN ROAD AND BUCHANNAN ROAD, 84.
 LW0699'FEET NORTHWEST OF THE STATION MARK DESCRIBED, 105 FEET NORTHEAST
 LW0699'OF THE CENTER LINE OF BUCHANNAN ROAD, 7 FEET WEST OF THE WEST
 LW0699'CORNER OF A STEEL FENCE AROUND AN OLD FORT, 0.5 FOOT NORTHWEST
 LW0699'OF THE NORTHWEST EDGE OF A NORTHEAST-SOUTHWEST SIDEWALK, 154
 LW0699'FEET NORTH OF AND ACROSS BUCHANNAN ROAD FROM RM 1, SET IN THE TOP
 LW0699'OF A CONCRETE POST WHICH A NORTHWEST-SOUTHEAST SIDEWALK HAS BEEN
 LW0699'BUILT AROUND THE POST AND IS FLUSH WITH THE SIDEWALK.
 LW0699
 LW0699                          STATION RECOVERY (2005)
 LW0699
 LW0699'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2763 ***********************************************************************
 LW2763  DESIGNATION -  AIRPORT BCN N CENTRAL ST APT
 LW2763  PID         -  LW2763
 LW2763  STATE/COUNTY-  RI/PROVIDENCE
 LW2763  USGS QUAD   -  PAWTUCKET (1975)
 LW2763
 LW2763                         *CURRENT SURVEY CONTROL
 LW2763  ___________________________________________________________________
 LW2763* NAD 83(1996)-  41 55 09.53528(N)    071 29 24.05857(W)     ADJUSTED  
 LW2763* NAVD 88     -                                                        
 LW2763  ___________________________________________________________________
 LW2763  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 LW2763  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW2763
 LW2763  HORZ ORDER  -  THIRD
 LW2763
 LW2763.This mark is at North Central State Airport (SFZ)
 LW2763
 LW2763.The horizontal coordinates were established by classical geodetic methods
 LW2763.and adjusted by the National Geodetic Survey in August 1998..
 LW2763
 LW2763
 LW2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2763
 LW2763.The geoid height was determined by GEOID03.
 LW2763
 LW2763;                    North         East     Units Scale Factor Converg.
 LW2763;SPC RI       -    92,846.652   100,828.199   MT  0.99999376   +0 00 24.0
 LW2763;SPC RI       -   304,614.39    330,800.52   sFT  0.99999376   +0 00 24.0
 LW2763;SPC MA M     -   852,107.724   200,828.184   MT  0.99997654   +0 00 24.1
 LW2763;SPC MA M     - 2,795,623.42    658,883.80   sFT  0.99997654   +0 00 24.1
 LW2763;UTM  19      - 4,643,816.526   293,515.382   MT  1.00012467   -1 39 50.9
 LW2763
 LW2763                          SUPERSEDED SURVEY CONTROL
 LW2763
 LW2763  NAD 83(1996)-  41 55 09.53526(N)    071 29 24.05848(W) AD(       ) 4
 LW2763  NAD 83(1992)-  41 55 09.53374(N)    071 29 24.05760(W) AD(       ) 4
 LW2763  NAD 83(1992)-  41 55 09.53374(N)    071 29 24.05762(W) AD(       ) 4
 LW2763  NAD 83(1986)-  41 55 09.53247(N)    071 29 24.05687(W) AD(       ) 4
 LW2763  NAD 27      -  41 55 09.17573(N)    071 29 25.83859(W) AD(       ) 3
 LW2763
 LW2763.Superseded values are not recommended for survey control.
 LW2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2763.See file dsdata.txt to determine how the superseded data were derived.
 LW2763
 LW2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9351543817(NAD 83)
 LW2763
 LW2763  HISTORY     - Date     Condition        Report By
 LW2763  HISTORY     - 1968     MONUMENTED       CGS
 LW2763
 LW2763                          STATION DESCRIPTION
 LW2763
 LW2763'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2763'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF PROVIDENCE, 6
 LW2763'MILES SOUTH OF WOONSOCKET, 1-1/2 MILES WEST OF STATE HIGHWAY 146
 LW2763'AND 1/4 MILE SOUTH OF STATE HIGHWAY 123.
 LW2763'
 LW2763'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 116 AND 146 ABOUT
 LW2763'8.0 MILES NORTH OF CENTER OF PROVIDENCE, GO WEST ON STATE
 LW2763'HIGHWAY 116 FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY
 LW2763'123.  TURN LEFT AND GO SOUTH ON HIGHWAY 123 (ALBINO ROAD) FOR 0.95
 LW2763'MILE TO A SIDE ROAD LEFT.  BEAR LEFT KEEPING WITH HIGHWAY 123 AND
 LW2763'GO EAST FOR 0.15 MILE TO A SIDE ROAD RIGHT AND SIGN NORTH
 LW2763'CENTRAL STATE AIRPORT.  TURN RIGHT AND GO SOUTH AND WEST FOR
 LW2763'0.25 MILE TO THE STATION ON TOP OF TERMINAL BUILDING.
 LW2763'
 LW2763'STATION IS THE CENTER OF A ROTATING BEACON ATOP A STEEL
 LW2763'POLE.  THE OVERALL HEIGHT IS ABOUT 35 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2580 ***********************************************************************
 LW2580  DESIGNATION -  AIRPORT BCN TF GREEN APT
 LW2580  PID         -  LW2580
 LW2580  STATE/COUNTY-  RI/KENT
 LW2580  USGS QUAD   -  EAST GREENWICH (1975)
 LW2580
 LW2580                         *CURRENT SURVEY CONTROL
 LW2580  ___________________________________________________________________
 LW2580* NAD 83(1996)-  41 43 38.96125(N)    071 26 10.56321(W)     ADJUSTED  
 LW2580* NAVD 88     -                                                        
 LW2580  ___________________________________________________________________
 LW2580  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 LW2580  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW2580
 LW2580  HORZ ORDER  -  THIRD
 LW2580
 LW2580.This mark is at Theodore Francis Green State Airport (PVD)
 LW2580
 LW2580.The horizontal coordinates were established by classical geodetic methods
 LW2580.and adjusted by the National Geodetic Survey in August 1998..
 LW2580
 LW2580
 LW2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2580
 LW2580.The geoid height was determined by GEOID03.
 LW2580
 LW2580;                    North         East     Units Scale Factor Converg.
 LW2580;SPC RI       -    71,542.600   105,302.717   MT  0.99999410   +0 02 32.7
 LW2580;SPC RI       -   234,719.35    345,480.66   sFT  0.99999410   +0 02 32.7
 LW2580;UTM  19      - 4,622,388.687   297,368.481   MT  1.00010529   -1 37 19.6
 LW2580
 LW2580                          SUPERSEDED SURVEY CONTROL
 LW2580
 LW2580  NAD 83(1996)-  41 43 38.96078(N)    071 26 10.56276(W) AD(       ) 4
 LW2580  NAD 83(1992)-  41 43 38.95981(N)    071 26 10.56236(W) AD(       ) 4
 LW2580  NAD 83(1992)-  41 43 38.95947(N)    071 26 10.56236(W) AD(       ) 4
 LW2580  NAD 83(1986)-  41 43 38.95995(N)    071 26 10.56273(W) AD(       ) 4
 LW2580  NAD 27      -  41 43 38.59664(N)    071 26 12.35404(W) AD(       ) 3
 LW2580
 LW2580.Superseded values are not recommended for survey control.
 LW2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2580.See file dsdata.txt to determine how the superseded data were derived.
 LW2580
 LW2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9736822389(NAD 83)
 LW2580
 LW2580  HISTORY     - Date     Condition        Report By
 LW2580  HISTORY     - 1968     MONUMENTED       CGS
 LW2580  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LW2580  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 LW2580
 LW2580                          STATION DESCRIPTION
 LW2580
 LW2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2580'THE STATION, AIRPORT BEACON T.F. GREEN AIRPORT PROVIDENCE, IS
 LW2580'THE TOP CENTER OF THE BEACON WHICH IS SUPPORTED BY 4 STEEL LEGS
 LW2580'AND IS ABOUT 85 FEET IN HEIGHT.
 LW2580'
 LW2580'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTH OF THE NORTHWEST
 LW2580'CORNER OF THE AIRPORT AND 0.1 MILE NORTH OF THE MAIN TERMINAL
 LW2580'BUILDING.
 LW2580
 LW2580                          STATION RECOVERY (1975)
 LW2580
 LW2580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PDC)
 LW2580'THE STATION HAS BEEN DESTROYED.
 LW2580'
 LW2580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2580'AT WARWICK.
 LW2580
 LW2580                          STATION RECOVERY (1994)
 LW2580
 LW2580'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3278 ***********************************************************************
 LW3278  DESIGNATION -  AIRPORT BCN WESTERLY STATE APT
 LW3278  PID         -  LW3278
 LW3278  STATE/COUNTY-  RI/WASHINGTON
 LW3278  USGS QUAD   -  WATCH HILL (1984)
 LW3278
 LW3278                         *CURRENT SURVEY CONTROL
 LW3278  ___________________________________________________________________
 LW3278* NAD 83(1996)-  41 21 01.66280(N)    071 48 22.93333(W)     ADJUSTED  
 LW3278* NAVD 88     -                                                        
 LW3278  ___________________________________________________________________
 LW3278  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LW3278  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW3278
 LW3278  HORZ ORDER  -  THIRD
 LW3278
 LW3278.This mark is at Westerly State Airport (WST)
 LW3278
 LW3278.The horizontal coordinates were established by classical geodetic methods
 LW3278.and adjusted by the National Geodetic Survey in August 1998..
 LW3278
 LW3278
 LW3278.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3278
 LW3278.The geoid height was determined by GEOID03.
 LW3278
 LW3278;                    North         East     Units Scale Factor Converg.
 LW3278;SPC RI       -    29,711.893    74,360.635   MT  1.00000184   -0 12 08.7
 LW3278;SPC RI       -    97,479.77    243,964.85   sFT  1.00000184   -0 12 08.7
 LW3278;SPC CT       -   210,262.470   383,768.545   MT  0.99998823   +0 37 32.5
 LW3278;SPC CT       -   689,836.12  1,259,080.63   sFT  0.99998823   +0 37 32.5
 LW3278;UTM  19      - 4,581,463.118   265,222.449   MT  1.00027841   -1 51 17.7
 LW3278
 LW3278                          SUPERSEDED SURVEY CONTROL
 LW3278
 LW3278  NAD 83(1992)-  41 21 01.66149(N)    071 48 22.93253(W) AD(       ) 4
 LW3278  NAD 83(1986)-  41 21 01.66059(N)    071 48 22.93449(W) AD(       ) 4
 LW3278  NAD 27      -  41 21 01.30223(N)    071 48 24.69002(W) AD(       ) 3
 LW3278
 LW3278.Superseded values are not recommended for survey control.
 LW3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3278.See file dsdata.txt to determine how the superseded data were derived.
 LW3278
 LW3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6522281463(NAD 83)
 LW3278_MARKER: 21 = AIRPORT BEACON
 LW3278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3278+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 LW3278
 LW3278  HISTORY     - Date     Condition        Report By
 LW3278  HISTORY     - 1969     FIRST OBSERVED   CGS
 LW3278  HISTORY     - 19940630 GOOD             NGS
 LW3278  HISTORY     - 20040903 GOOD             USPSQD
 LW3278
 LW3278                          STATION DESCRIPTION
 LW3278
 LW3278'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3278'THE STATION, AIRPORT BEACON WESTERLY STATE AIRPORT
 LW3278'WESTERLY, IS THE TOP CENTER OF THE BEACON WHICH IS ABOUT
 LW3278'60 FEET IN HEIGHT.  THE MAST IS A 4-LEGGED STEEL
 LW3278'STRUCTURE PAINTED RED AND WHITE.
 LW3278'
 LW3278'TO REACH THE STATION FROM THE JUNCTION OF STATE
 LW3278'HIGHWAYS 3, 2 AND U.S. HIGHWAY 1 IN WESTERLY, GO SOUTHERLY
 LW3278'AND EASTERLY ON U.S. 1 FOR 1.8 MILES TO THE WESTERLY
 LW3278'AIRPORT ROAD ON THE RIGHT.  TURN RIGHT ON AIRPORT ROAD
 LW3278'AND GO SOUTHERLY FOR 0.55 MILE TO A ROAD LEFT.  TURN
 LW3278'LEFT AND GO EASTERLY ON PAVED ROAD FOR 0.05 MILE TO A
 LW3278'FORK.  TAKE LEFT FORK AND CONTINUE EASTERLY FOR 0.25
 LW3278'MILE TO THE BEACON ON THE RIGHT INSIDE A FENCED ENCLOSURE.
 LW3278
 LW3278                          STATION RECOVERY (1994)
 LW3278
 LW3278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 LW3278'THE STATION IS LOCATED ON THE AIRPORT APPROXIMATELY 120 FEET (36.6 M)
 LW3278'NE OF THE TERMINAL ADMINISTRATION BUILDING.  THE STATION IS A STANDARD
 LW3278'AIRPORT BEACON MOUNTED ON A STEEL TOWER APPROXIMATELY 60 FEET (18.3 M)
 LW3278'TALL.  THE POINT OBSERVED WAS THE SPINDLE.
 LW3278
 LW3278                          STATION RECOVERY (2004)
 LW3278
 LW3278'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJM)
 LW3278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2525 ***********************************************************************
 LW2525  DESIGNATION -  AIRPORT BN QUONSET NAV AIR STA
 LW2525  PID         -  LW2525
 LW2525  STATE/COUNTY-  RI/WASHINGTON
 LW2525  USGS QUAD   -  WICKFORD (1995)
 LW2525
 LW2525                         *CURRENT SURVEY CONTROL
 LW2525  ___________________________________________________________________
 LW2525* NAD 83(1996)-  41 35 30.81687(N)    071 24 52.32309(W)     ADJUSTED  
 LW2525* NAVD 88     -                                                        
 LW2525  ___________________________________________________________________
 LW2525  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 LW2525  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2525
 LW2525  HORZ ORDER  -  THIRD
 LW2525
 LW2525.The horizontal coordinates were established by classical geodetic methods
 LW2525.and adjusted by the National Geodetic Survey in August 1998..
 LW2525
 LW2525
 LW2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2525
 LW2525.The geoid height was determined by GEOID03.
 LW2525
 LW2525;                    North         East     Units Scale Factor Converg.
 LW2525;SPC RI       -    56,484.099   107,125.926   MT  0.99999437   +0 03 24.2
 LW2525;SPC RI       -   185,314.91    351,462.31   sFT  0.99999437   +0 03 24.2
 LW2525;UTM  19      - 4,607,282.009   298,754.245   MT  1.00009842   -1 36 12.1
 LW2525
 LW2525                          SUPERSEDED SURVEY CONTROL
 LW2525
 LW2525  NAD 83(1996)-  41 35 30.81606(N)    071 24 52.32234(W) AD(       ) 4
 LW2525  NAD 83(1992)-  41 35 30.81525(N)    071 24 52.32220(W) AD(       ) 4
 LW2525  NAD 83(1992)-  41 35 30.81762(N)    071 24 52.32362(W) AD(       ) 4
 LW2525  NAD 83(1986)-  41 35 30.81403(N)    071 24 52.32069(W) AD(       ) 4
 LW2525  NAD 27      -  41 35 30.46130(N)    071 24 54.12929(W) AD(       ) 3
 LW2525
 LW2525.Superseded values are not recommended for survey control.
 LW2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2525.See file dsdata.txt to determine how the superseded data were derived.
 LW2525
 LW2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9875407282(NAD 83)
 LW2525
 LW2525  HISTORY     - Date     Condition        Report By
 LW2525  HISTORY     - UNK      MONUMENTED
 LW2525  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LW2525  HISTORY     - 19980108 GOOD             USPSQD
 LW2525
 LW2525                          STATION DESCRIPTION
 LW2525
 LW2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (EP)
 LW2525'STATION RECOVERED IN GOOD CONDITION.
 LW2525
 LW2525                          STATION RECOVERY (1998)
 LW2525
 LW2525'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3074 ***********************************************************************
 LW3074  DESIGNATION -  AJAX
 LW3074  PID         -  LW3074
 LW3074  STATE/COUNTY-  RI/WASHINGTON
 LW3074  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3074
 LW3074                         *CURRENT SURVEY CONTROL
 LW3074  ___________________________________________________________________
 LW3074* NAD 83(1996)-  41 20 35.67626(N)    071 41 15.77003(W)     ADJUSTED  
 LW3074* NAVD 88     -       200.     (meters)     656.     (feet)  VERTCON   
 LW3074  ___________________________________________________________________
 LW3074  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 LW3074  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW3074
 LW3074  HORZ ORDER  -  THIRD
 LW3074
 LW3074.The horizontal coordinates were established by classical geodetic methods
 LW3074.and adjusted by the National Geodetic Survey in August 1998..
 LW3074
 LW3074.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3074
 LW3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3074
 LW3074.The geoid height was determined by GEOID03.
 LW3074
 LW3074;                    North         East     Units Scale Factor Converg.
 LW3074;SPC RI       -    28,881.922    84,288.967   MT  0.99999679   -0 07 26.4
 LW3074;SPC RI       -    94,756.77    276,538.05   sFT  0.99999679   -0 07 26.4
 LW3074;UTM  19      - 4,580,346.931   275,125.207   MT  1.00022238   -1 46 34.2
 LW3074
 LW3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3074!SPC RI       -   0.99997347  x   0.99999679  =   0.99997026
 LW3074!UTM  19      -   0.99997347  x   1.00022238  =   1.00019584
 LW3074
 LW3074:                Primary Azimuth Mark                     Grid Az
 LW3074:SPC RI       -  QUONOCHONTAUG                            239 21 11.9
 LW3074:UTM  19      -  QUONOCHONTAUG                            241 00 19.7
 LW3074
 LW3074|---------------------------------------------------------------------|
 LW3074| PID    Reference Object                     Distance      Geod. Az  |
 LW3074|                                                           dddmmss.s |
 LW3074| LW3070 QUONOCHONTAUG                       APPROX. 2.2 KM 2391345.5 |
 LW3074| LW3081 DAVIS O HOUSE EAST GABLE CHIM       APPROX. 4.0 KM 2791443.0 |
 LW3074|---------------------------------------------------------------------|
 LW3074
 LW3074                          SUPERSEDED SURVEY CONTROL
 LW3074
 LW3074  NAD 83(1992)-  41 20 35.67494(N)    071 41 15.76925(W) AD(       ) 3
 LW3074  NAD 83(1986)-  41 20 35.67336(N)    071 41 15.77029(W) AD(       ) 3
 LW3074  NAD 27      -  41 20 35.31100(N)    071 41 17.54100(W) AD(       ) 3
 LW3074  NGVD 29 (07/19/86)  200.     (m)          656.     (f) VERT ANG       
 LW3074
 LW3074.Superseded values are not recommended for survey control.
 LW3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3074.See file dsdata.txt to determine how the superseded data were derived.
 LW3074
 LW3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7512580347(NAD 83)
 LW3074
 LW3074  HISTORY     - Date     Condition        Report By
 LW3074  HISTORY     - UNK      MONUMENTED
 LW3074  HISTORY     - 1912     MARK NOT FOUND   CGS
 LW3074
 LW3074                          STATION DESCRIPTION
 LW3074
 LW3074'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW3074'REPORTED DESTROYED IN 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3073 ***********************************************************************
 LW3073  DESIGNATION -  AJAX 2 USE 1909
 LW3073  PID         -  LW3073
 LW3073  STATE/COUNTY-  RI/WASHINGTON
 LW3073  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3073
 LW3073                         *CURRENT SURVEY CONTROL
 LW3073  ___________________________________________________________________
 LW3073* NAD 83(1996)-  41 20 36.09185(N)    071 41 15.86945(W)     ADJUSTED  
 LW3073* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW3073  ___________________________________________________________________
 LW3073  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 LW3073  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW3073
 LW3073  HORZ ORDER  -  THIRD
 LW3073
 LW3073.The horizontal coordinates were established by classical geodetic methods
 LW3073.and adjusted by the National Geodetic Survey in August 1998..
 LW3073
 LW3073.The orthometric height was scaled from a topographic map.
 LW3073
 LW3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3073
 LW3073.The geoid height was determined by GEOID03.
 LW3073
 LW3073;                    North         East     Units Scale Factor Converg.
 LW3073;SPC RI       -    28,894.748    84,286.684   MT  0.99999679   -0 07 26.5
 LW3073;SPC RI       -    94,798.85    276,530.56   sFT  0.99999679   -0 07 26.5
 LW3073;UTM  19      - 4,580,359.821   275,123.294   MT  1.00022239   -1 46 34.3
 LW3073
 LW3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3073!SPC RI       -   1.00000468  x   0.99999679  =   1.00000147
 LW3073!UTM  19      -   1.00000468  x   1.00022239  =   1.00022707
 LW3073
 LW3073:                Primary Azimuth Mark                     Grid Az
 LW3073:SPC RI       -  LUCAS                                    239 38 57.4
 LW3073:UTM  19      -  LUCAS                                    241 18 05.2
 LW3073
 LW3073|---------------------------------------------------------------------|
 LW3073| PID    Reference Object                     Distance      Geod. Az  |
 LW3073|                                                           dddmmss.s |
 LW3073| LW3071 LUCAS                               APPROX. 1.9 KM 2393130.9 |
 LW3073|---------------------------------------------------------------------|
 LW3073
 LW3073                          SUPERSEDED SURVEY CONTROL
 LW3073
 LW3073  NAD 83(1992)-  41 20 36.09052(N)    071 41 15.86867(W) AD(       ) 3
 LW3073  NAD 83(1986)-  41 20 36.08896(N)    071 41 15.86974(W) AD(       ) 3
 LW3073  NAD 27      -  41 20 35.72500(N)    071 41 17.64000(W) AD(       ) 3
 LW3073
 LW3073.Superseded values are not recommended for survey control.
 LW3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3073.See file dsdata.txt to determine how the superseded data were derived.
 LW3073
 LW3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7512380360(NAD 83)
 LW3073_MARKER: DD = SURVEY DISK
 LW3073_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW3073_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW3073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3073
 LW3073  HISTORY     - Date     Condition        Report By
 LW3073  HISTORY     - 1909     MONUMENTED       USE
 LW3073  HISTORY     - 1913     GOOD             CGS
 LW3073  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3073  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3073  HISTORY     - 1934     MARK NOT FOUND   CGS
 LW3073  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3073
 LW3073                          STATION DESCRIPTION
 LW3073
 LW3073'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3073'STATION IS ON THE SAND RIDGE BACK OF THE EASTERN PORTION OF EAST
 LW3073'BEACH AND ABOUT A MILE ENE OF QUONOCHONTAUG BEACH.  THE STATION
 LW3073'IS 11 METERS FROM HIGH-WATER LINE, 5 METERS FROM THE TOP OF THE
 LW3073'BANK, 25 METERS TO THE SOUTHWARD OF A LINE OF TELEGRAPH POLES,
 LW3073'AND ABOUT 350 METERS TO THE EASTWARD OF THE E COTTAGE OF EAST
 LW3073'BEACH.  AN IRON BOILER OF A WRECK LIES ABOUT 130 METERS TO THE
 LW3073'SOUTHWESTWARD.  THE STATION IS A STANDARD BRONZE DISK SET IN
 LW3073'CONCRETE, IN THE TOP OF A TILE, AS DESCRIBED IN NOTE 6A,
 LW3073'EXCEPT THAT THE DISK HAS THE ADDED INSCRIPTION ESTABLISHED BY
 LW3073'THE CORPS OF ENGINEERS, U.S.A.  A REFERENCE MARK,
 LW3073'STANDARD BRONZE DISK SET IN CONCRETE IN THE TOP OF A TILE,
 LW3073'NOTE 13A, IS 13.67 METERS (44.85 FEET) N OF THE STATION.
 LW3073
 LW3073                          STATION RECOVERY (1934)
 LW3073
 LW3073'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3073'CONTOUR OF BEACH CHANGED BY ACTION OF WATER.  STATION WASHED
 LW3073'AWAY AND LOCATION IS NOW UNDER WATER.
 LW3073
 LW3073                          STATION RECOVERY (1934)
 LW3073
 LW3073'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3073'FOUND NEITHER STATION NOR REFERENCE MARK.
 LW3073'
 LW3073'THE E COTTAGE (OF 1909) OF EAST BEACH WAS DESTROYED BY STORM,
 LW3073'SO I AM TOLD.
 LW3073'
 LW3073'THE IRON BOILER OF A WRECK IS NOT VISIBLE.
 LW3073
 LW3073                          STATION RECOVERY (1934)
 LW3073
 LW3073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3073'A SEARCH WAS MADE FOR THE STATION BUT NEITHER THE STATION NOR
 LW3073'REFERENCE MARK WERE FOUND.  IT IS PROBABLY BURIED UNDERNEATH
 LW3073'THE SHIFTING SAND BANK ALONG THE COAST AT THIS POINT.
 LW3073
 LW3073                          STATION RECOVERY (1954)
 LW3073
 LW3073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3073'STATION APPARENTLY DESTROYED.  BEACH IS UNSTABLE IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2526 ***********************************************************************
 LW2526  DESIGNATION -  ALLEN 1912
 LW2526  PID         -  LW2526
 LW2526  STATE/COUNTY-  RI/WASHINGTON
 LW2526  USGS QUAD   -  WICKFORD (1995)
 LW2526
 LW2526                         *CURRENT SURVEY CONTROL
 LW2526  ___________________________________________________________________
 LW2526* NAD 83(1996)-  41 36 58.03353(N)    071 24 32.01417(W)     ADJUSTED  
 LW2526* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW2526  ___________________________________________________________________
 LW2526  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LW2526  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW2526
 LW2526  HORZ ORDER  -  THIRD
 LW2526
 LW2526.The horizontal coordinates were established by classical geodetic methods
 LW2526.and adjusted by the National Geodetic Survey in August 1998..
 LW2526
 LW2526.The orthometric height was scaled from a topographic map.
 LW2526
 LW2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2526
 LW2526.The geoid height was determined by GEOID03.
 LW2526
 LW2526;                    North         East     Units Scale Factor Converg.
 LW2526;SPC RI       -    59,175.334   107,593.449   MT  0.99999446   +0 03 37.8
 LW2526;SPC RI       -   194,144.41    352,996.17   sFT  0.99999446   +0 03 37.8
 LW2526;UTM  19      - 4,609,958.840   299,299.610   MT  1.00009572   -1 36 01.3
 LW2526
 LW2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2526!SPC RI       -   1.00000411  x   0.99999446  =   0.99999857
 LW2526!UTM  19      -   1.00000411  x   1.00009572  =   1.00009983
 LW2526
 LW2526:                Primary Azimuth Mark                     Grid Az
 LW2526:SPC RI       -  SEAL 1912                                123 38 35.6
 LW2526:UTM  19      -  SEAL 1912                                125 18 14.7
 LW2526
 LW2526|---------------------------------------------------------------------|
 LW2526| PID    Reference Object                     Distance      Geod. Az  |
 LW2526|                                                           dddmmss.s |
 LW2526| LW2406 SEAL 1912                           APPROX. 3.6 KM 1234213.4 |
 LW2526| LW2426 CONANICUT LIGHTHOUSE                APPROX. 5.7 KM 1464633.8 |
 LW2526|---------------------------------------------------------------------|
 LW2526
 LW2526                          SUPERSEDED SURVEY CONTROL
 LW2526
 LW2526  NAD 83(1996)-  41 36 58.03309(N)    071 24 32.01394(W) AD(       ) 3
 LW2526  NAD 83(1992)-  41 36 58.03194(N)    071 24 32.01330(W) AD(       ) 3
 LW2526  NAD 83(1992)-  41 36 58.03142(N)    071 24 32.01322(W) AD(       ) 3
 LW2526  NAD 83(1986)-  41 36 58.03152(N)    071 24 32.01228(W) AD(       ) 3
 LW2526  NAD 27      -  41 36 57.63400(N)    071 24 33.82900(W) AD(       ) 3
 LW2526
 LW2526.Superseded values are not recommended for survey control.
 LW2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2526.See file dsdata.txt to determine how the superseded data were derived.
 LW2526
 LW2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9930009959(NAD 83)
 LW2526
 LW2526  HISTORY     - Date     Condition        Report By
 LW2526  HISTORY     - 1912     MONUMENTED       CGS
 LW2526  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2526  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2526  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2526
 LW2526                          STATION DESCRIPTION
 LW2526
 LW2526'DESCRIBED BY US ENGINEERS 1916
 LW2526'ON THE W SHORE OF NARRAGANSETT BAY, JUST S OF SPINKS NECK, ON A
 LW2526'NARROW STRIP OF SAND BEACH FORMING THE S POINT OF THE ENTRANCE TO
 LW2526'ALLENS HARBOR.  THE STATION IS MIDWAY BETWEEN THE SHORE AND A
 LW2526'ROAD, 70 METERS (231 FEET) NE OF A GATEWAY THROUGH A STONE WALL
 LW2526'20.4 METERS (67 FEET) TO THE NORTHEASTWARD OF A SMALL HOUSE, AND
 LW2526'IS MARKED BY THE PROJECTING POINT OF A NAIL SURROUNDED BY A
 LW2526'TRIANGLE IN THE TOP OF A CONCRETE POST 8 INCHES SQUARE AND 22
 LW2526'INCHES LONG, WHICH PROJECTS SLIGHTLY ABOVE THE GROUND.  THE
 LW2526'UNDERGROUND MARK IS THE SAME AS THE SURFACE MARK, EXCEPT THAT THE
 LW2526'POST IS ONLY 12 INCHES LONG AND IS BURIED TO A DEPTH OF 2
 LW2526'FEET.  THE STATION MARK BEARS THE INSCRIPTION 1912 C AND G.S.  A
 LW2526'REFERENCE MARK, A DRILL HOLE IN THE CENTER OF A CROSS CUT ON
 LW2526'THE SIDE OF A LARGE BOULDER, IS 74.4 METERS (244 FEET) TO THE
 LW2526'ENE OF THE STATION.
 LW2526
 LW2526                          STATION RECOVERY (1935)
 LW2526
 LW2526'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2526'FOUND THE STATION MARK ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND
 LW2526'IN A FLOWER BED ON THE NE SIDE OF A SUMMER COTTAGE BELONGING TO
 LW2526'GEORGE T. HUXFORD ON LAND LEASED FROM W.B. BABCOCK.
 LW2526'
 LW2526'MR. HUXFORD STATES THAT HE WOULD NOT WISH TO GUARANTEE THAT THE
 LW2526'MARK HAS NOT BEEN MOVED SLIGHTLY, INASMUCH AS THIS IS THE SECOND
 LW2526'COTTAGE ON THE SITE, THE FIRST ONE HAVING BURNED TO THE GROUND.
 LW2526'
 LW2526'THE MARK IS NOW 2 FEET NE OF THE HOUSE AND 4 FEET NW OF THE CENTER
 LW2526'OF THE DOOR ON THE NE SIDE OF THE HOUSE.
 LW2526'
 LW2526'THE REFERENCE MARK IS EASILY FOUND AND IN EXCELLENT CONDITION.  IT
 LW2526'IS A DRILL HOLE AT THE CENTER OF A CROSS CHISELED ON THE S SIDE
 LW2526'OF A BOULDER ON THE BEACH.
 LW2526'
 LW2526'THE GATEWAY IN THE STONE WALL BETWEEN THE LANDS OF W.B. BABCOCK
 LW2526'AND C.J. DAVOL HAS BEEN PARTIALLY WALLED UP SO THAT IT IS NO LONGER
 LW2526'A GATEWAY.
 LW2526'
 LW2526'THE PHRASE 20.4 METERS TO THE NORTHEASTWARD OF A SMALL HOUSE DOES
 LW2526'NOT APPLY.
 LW2526
 LW2526                          STATION RECOVERY (1956)
 LW2526
 LW2526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2526'THE STATION COULD NOT BE FOUND.  ACCORDING TO OLD MAPS, THE ENTIRE
 LW2526'AREA HAS BEEN FILLED IN AND PAVED OVER BY THE DAVISVILLE NAVAL
 LW2526'CONSTRUCTION TRAINING CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2527 ***********************************************************************
 LW2527  DESIGNATION -  ALLEN 2
 LW2527  PID         -  LW2527
 LW2527  STATE/COUNTY-  RI/WASHINGTON
 LW2527  USGS QUAD   -  WICKFORD (1995)
 LW2527
 LW2527                         *CURRENT SURVEY CONTROL
 LW2527  ___________________________________________________________________
 LW2527* NAD 83(1996)-  41 36 44.31043(N)    071 24 46.83561(W)     ADJUSTED  
 LW2527* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW2527  ___________________________________________________________________
 LW2527  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW2527  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW2527
 LW2527  HORZ ORDER  -  THIRD
 LW2527
 LW2527.The horizontal coordinates were established by classical geodetic methods
 LW2527.and adjusted by the National Geodetic Survey in August 1998..
 LW2527
 LW2527.The orthometric height was scaled from a topographic map.
 LW2527
 LW2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2527
 LW2527.The geoid height was determined by GEOID03.
 LW2527
 LW2527;                    North         East     Units Scale Factor Converg.
 LW2527;SPC RI       -    58,751.602   107,250.733   MT  0.99999440   +0 03 28.0
 LW2527;SPC RI       -   192,754.21    351,871.78   sFT  0.99999440   +0 03 28.0
 LW2527;UTM  19      - 4,609,545.178   298,944.722   MT  1.00009747   -1 36 10.7
 LW2527
 LW2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2527!SPC RI       -   1.00000411  x   0.99999440  =   0.99999851
 LW2527!UTM  19      -   1.00000411  x   1.00009747  =   1.00010158
 LW2527
 LW2527:                Primary Azimuth Mark                     Grid Az
 LW2527:SPC RI       -  HOPE ISLAND 1843                         105 00 51.5
 LW2527:UTM  19      -  HOPE ISLAND 1843                         106 40 30.2
 LW2527
 LW2527|---------------------------------------------------------------------|
 LW2527| PID    Reference Object                     Distance      Geod. Az  |
 LW2527|                                                           dddmmss.s |
 LW2527| LW2404 HOPE ISLAND 1843                    APPROX. 4.1 KM 1050419.5 |
 LW2527| CB7044 ALLEN 2 RM 1                         27.469 METERS 22922     |
 LW2527| CB7045 ALLEN 2 RM 2                         22.953 METERS 34706     |
 LW2527|---------------------------------------------------------------------|
 LW2527
 LW2527                          SUPERSEDED SURVEY CONTROL
 LW2527
 LW2527  NAD 83(1996)-  41 36 44.30996(N)    071 24 46.83540(W) AD(       ) 3
 LW2527  NAD 83(1992)-  41 36 44.30886(N)    071 24 46.83471(W) AD(       ) 3
 LW2527  NAD 83(1992)-  41 36 44.30831(N)    071 24 46.83465(W) AD(       ) 3
 LW2527  NAD 83(1986)-  41 36 44.30837(N)    071 24 46.83359(W) AD(       ) 3
 LW2527  NAD 27      -  41 36 43.92600(N)    071 24 48.64500(W) AD(       ) 3
 LW2527
 LW2527.Superseded values are not recommended for survey control.
 LW2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2527.See file dsdata.txt to determine how the superseded data were derived.
 LW2527
 LW2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9894509545(NAD 83)
 LW2527_MARKER: Z = SEE DESCRIPTION
 LW2527_SETTING: 0 = UNSPECIFIED SETTING
 LW2527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2527
 LW2527  HISTORY     - Date     Condition        Report By
 LW2527  HISTORY     - 1944     MONUMENTED       CGS
 LW2527  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2527  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LW2527
 LW2527                          STATION DESCRIPTION
 LW2527
 LW2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2527'STATION IS ON THE E SIDE OF WILD ACRES ROAD, IN A SMALL
 LW2527'RESIDENTIAL SECTION (OFFICERS QUARTERS) IN CAMP THOMAS,
 LW2527'NEAR THE LARGE NAVAL LOADING PIER S OF ALLENS HARBOR.  IT
 LW2527'IS 10.75 METERS E OF THE E EDGE OF THE ROAD.  APPROXIMATELY
 LW2527'35 METERS N OF A WHITE HOUSE, NAMED QUARTERS P, ON THE E SIDE OF
 LW2527'THE ROAD.  STATION IS 3 METERS W OF A SMALL BLUFF WHICH FACES UPON
 LW2527'THE WHARF AREA.  MARK IS STAMPED ALLEN 2 1944.
 LW2527'
 LW2527'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 LW2527'
 LW2527'REFERENCE MARK 1 IS STAMPED R.M. NO 1 1944.
 LW2527'
 LW2527'REFERENCE MARK 2 IS STAMPED R.M. NO 2 1944.
 LW2527'
 LW2527'REFERENCE MARK 1 IS NW OF THE AFOREMENTIONED QUARTERS P
 LW2527'AND REFERENCE MARK 2 IS NEAR THE END OF WILD ACRES ROAD.
 LW2527'
 LW2527'TO REACH STATION LEAVE U.S. HIGHWAY 1 AT QUONSET ROAD,
 LW2527'FOLLOW QUONSET ROAD TO GATE 2, CAMP THOMAS, TURN LEFT
 LW2527'THROUGH GATE 2 AND FOLLOW DAVISVILLE ROAD APPROXIMATELY
 LW2527'1-3/4 MILES TO MARINE ROAD, TURN RIGHT ON MARINE ROAD
 LW2527'AND DRIVE TO WILD ACRES ROAD, TURN LEFT ON WILD ACRES ROAD
 LW2527'TO THE END OF ROAD.  STATION IS 20 METERS S OF ROADS END.
 LW2527
 LW2527                          STATION RECOVERY (1956)
 LW2527
 LW2527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2527'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN DOUBTFUL
 LW2527'CONDITION.  A BULLDOZER WAS DRIVEN OVER THE STATION AT
 LW2527'SOME TIME.  THE DISTANCES BETWEEN THE MARKS WERE CHECKED
 LW2527'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  REFERENCE MARK
 LW2527'2 HAS BEEN COVERED UP BY AN EXTENSION OF THE PAVEMENT
 LW2527'OF WILD ACRES ROAD.  REFERENCE MARK 1 IS STAMPED RM
 LW2527'1 ALLEN 2 1944.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 LW2527'WITH THE FOLLOWING CORRECTION--
 LW2527'
 LW2527'CAMP THOMAS IS NOW DAVISVILLE NAVAL CONSTRUCTION TRAINING CENTER.
 LW2527
 LW2527                          STATION RECOVERY (1964)
 LW2527
 LW2527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 LW2527'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS
 LW2527'DESCRIPTION IS ADEQUATE AND COMPLETE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2362 ***********************************************************************
 LW2362  DESIGNATION -  ALLEN ROCK LIGHT
 LW2362  PID         -  LW2362
 LW2362  STATE/COUNTY-  RI/BRISTOL
 LW2362  USGS QUAD   -  BRISTOL (1975)
 LW2362
 LW2362                         *CURRENT SURVEY CONTROL
 LW2362  ___________________________________________________________________
 LW2362* NAD 83(1996)-  41 42 48.82256(N)    071 17 35.25024(W)     ADJUSTED  
 LW2362* NAVD 88     -                                                        
 LW2362  ___________________________________________________________________
 LW2362  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 LW2362  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW2362
 LW2362  HORZ ORDER  -  THIRD
 LW2362
 LW2362.The horizontal coordinates were established by classical geodetic methods
 LW2362.and adjusted by the National Geodetic Survey in August 1998..
 LW2362
 LW2362
 LW2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2362
 LW2362.The geoid height was determined by GEOID03.
 LW2362
 LW2362;                    North         East     Units Scale Factor Converg.
 LW2362;SPC RI       -    70,014.440   117,216.293   MT  0.99999740   +0 08 15.6
 LW2362;SPC RI       -   229,705.71    384,567.12   sFT  0.99999740   +0 08 15.6
 LW2362;SPC MA M     -   829,275.853   217,216.388   MT  1.00000046   +0 08 20.3
 LW2362;SPC MA M     - 2,720,715.86    712,650.77   sFT  1.00000046   +0 08 20.3
 LW2362;UTM  19      - 4,620,515.020   309,233.609   MT  1.00004785   -1 31 34.8
 LW2362
 LW2362                          SUPERSEDED SURVEY CONTROL
 LW2362
 LW2362  NAD 83(1996)-  41 42 48.82235(N)    071 17 35.25014(W) AD(       ) 4
 LW2362  NAD 83(1992)-  41 42 48.82089(N)    071 17 35.24926(W) AD(       ) 4
 LW2362  NAD 83(1992)-  41 42 48.82059(N)    071 17 35.24921(W) AD(       ) 4
 LW2362  NAD 83(1986)-  41 42 48.82132(N)    071 17 35.24839(W) AD(       ) 4
 LW2362  NAD 27      -  41 42 48.74700(N)    071 17 37.07300(W) AD(       ) 3
 LW2362
 LW2362.Superseded values are not recommended for survey control.
 LW2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2362.See file dsdata.txt to determine how the superseded data were derived.
 LW2362
 LW2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0923420515(NAD 83)
 LW2362
 LW2362  HISTORY     - Date     Condition        Report By
 LW2362  HISTORY     - 1956     MONUMENTED       CGS
 LW2362
 LW2362                          STATION DESCRIPTION
 LW2362
 LW2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2362'STATION IS LOCATED IN WARREN RIVER, 0.2 MI. S OF ADAMS
 LW2362'POINT.  STATION IS THE LIGHT ATOP A BLACK SKELETON STEEL TOWER
 LW2362'ON A GRANITE PIER.
 LW2362'
 LW2362'THIS IS LIGHT 550 IN THE ATLANTIC COAST LIGHT LIST VOLUMES
 LW2362'I-VI.
 LW2362'
 LW2362'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2192 ***********************************************************************
 LW2192  DESIGNATION -  ALMYS H HOUSE CHIMNEY
 LW2192  PID         -  LW2192
 LW2192  STATE/COUNTY-  RI/NEWPORT
 LW2192  USGS QUAD   -  TIVERTON (1975)
 LW2192
 LW2192                         *CURRENT SURVEY CONTROL
 LW2192  ___________________________________________________________________
 LW2192* NAD 83(1996)-  41 32 22.08841(N)    071 11 45.58608(W)     ADJUSTED  
 LW2192* NAVD 88     -                                                        
 LW2192  ___________________________________________________________________
 LW2192  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW2192  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW2192
 LW2192  HORZ ORDER  -  THIRD
 LW2192
 LW2192.The horizontal coordinates were established by classical geodetic methods
 LW2192.and adjusted by the National Geodetic Survey in August 1998..
 LW2192
 LW2192
 LW2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2192
 LW2192.The geoid height was determined by GEOID03.
 LW2192
 LW2192;                    North         East     Units Scale Factor Converg.
 LW2192;SPC RI       -    50,702.708   125,367.596   MT  1.00000167   +0 12 05.7
 LW2192;SPC RI       -   166,347.13    411,310.19   sFT  1.00000167   +0 12 05.7
 LW2192;SPC MA M     -   809,964.098   225,368.464   MT  1.00003065   +0 12 15.1
 LW2192;SPC MA M     - 2,657,357.21    739,396.37   sFT  1.00003065   +0 12 15.1
 LW2192;UTM  19      - 4,600,974.511   316,821.916   MT  1.00001294   -1 27 23.9
 LW2192
 LW2192                          SUPERSEDED SURVEY CONTROL
 LW2192
 LW2192  NAD 83(1996)-  41 32 22.08827(N)    071 11 45.58583(W) AD(       ) 4
 LW2192  NAD 83(1992)-  41 32 22.08655(N)    071 11 45.58530(W) AD(       ) 4
 LW2192  NAD 83(1992)-  41 32 22.08631(N)    071 11 45.58513(W) AD(       ) 4
 LW2192  NAD 83(1986)-  41 32 22.08671(N)    071 11 45.58340(W) AD(       ) 4
 LW2192  NAD 27      -  41 32 21.71800(N)    071 11 47.41800(W) AD(       ) 3
 LW2192
 LW2192.Superseded values are not recommended for survey control.
 LW2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2192.See file dsdata.txt to determine how the superseded data were derived.
 LW2192
 LW2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1682200975(NAD 83)
 LW2192
 LW2192  HISTORY     - Date     Condition        Report By
 LW2192  HISTORY     - 1917     MONUMENTED       CGS
 LW2192  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2192  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2192
 LW2192                          STATION DESCRIPTION
 LW2192
 LW2192'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2192'THIS MAY BE THE FRED ALMY HOUSE.  FRED ALMY HAS LIVED THERE SINCE
 LW2192'BEFORE 1917, AND HE DOES NOT REMEMBER H. ALMY EVER HAVING
 LW2192'LIVED NEAR THERE IN 1917.
 LW2192'
 LW2192'STATION IS LOCATED IN LITTLE COMPTON, AT THE N PART OF TOWN.
 LW2192
 LW2192                          STATION RECOVERY (1954)
 LW2192
 LW2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2192'STATION RECOVERED IN GOOD CONDITION.  THE 1935 RECOVERY NOTE
 LW2192'BY THE R.I. GEODETIC SURVEY IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3087 ***********************************************************************
 LW3087  DESIGNATION -  ALTON CHARBERT INC TANK
 LW3087  PID         -  LW3087
 LW3087  STATE/COUNTY-  RI/WASHINGTON
 LW3087  USGS QUAD   -  CAROLINA (1970)
 LW3087
 LW3087                         *CURRENT SURVEY CONTROL
 LW3087  ___________________________________________________________________
 LW3087* NAD 83(1996)-  41 26 12.00459(N)    071 43 15.94615(W)     ADJUSTED  
 LW3087* NAVD 88     -                                                        
 LW3087  ___________________________________________________________________
 LW3087  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 LW3087  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW3087
 LW3087  HORZ ORDER  -  THIRD
 LW3087
 LW3087.The horizontal coordinates were established by classical geodetic methods
 LW3087.and adjusted by the National Geodetic Survey in August 1998..
 LW3087
 LW3087
 LW3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3087
 LW3087.The geoid height was determined by GEOID03.
 LW3087
 LW3087;                    North         East     Units Scale Factor Converg.
 LW3087;SPC RI       -    39,264.316    81,521.454   MT  0.99999795   -0 08 46.8
 LW3087;SPC RI       -   128,819.68    267,458.30   sFT  0.99999795   -0 08 46.8
 LW3087;UTM  19      - 4,590,807.293   272,657.896   MT  1.00023610   -1 48 05.6
 LW3087
 LW3087                          SUPERSEDED SURVEY CONTROL
 LW3087
 LW3087  NAD 83(1992)-  41 26 12.00333(N)    071 43 15.94536(W) AD(       ) 4
 LW3087  NAD 83(1986)-  41 26 12.00213(N)    071 43 15.94601(W) AD(       ) 4
 LW3087  NAD 27      -  41 26 11.64358(N)    071 43 17.70834(W) AD(       ) 3
 LW3087
 LW3087.Superseded values are not recommended for survey control.
 LW3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3087.See file dsdata.txt to determine how the superseded data were derived.
 LW3087
 LW3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7265890807(NAD 83)
 LW3087_MARKER: 53 = ELEVATED TANK
 LW3087
 LW3087  HISTORY     - Date     Condition        Report By
 LW3087  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3087  HISTORY     - 1984     GOOD             USPSQD
 LW3087  HISTORY     - 1988     GOOD             USPSQD
 LW3087  HISTORY     - 1989     GOOD             USPSQD
 LW3087  HISTORY     - 1989     GOOD             USPSQD
 LW3087
 LW3087                          STATION DESCRIPTION
 LW3087
 LW3087'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3087'STATION IS LOCATED ABOUT 5 MILES SOUTH OF HOPE VALLEY AND 1-1/4
 LW3087'MILES WEST OF WOOD RIVER JUNCTION.  THIS STATION IS LOCATED IN
 LW3087'THE SMALL SETTLEMENT OF ALTON.
 LW3087'
 LW3087'THE STATION IS A WATER TANK THAT IS PAINTED GREY, IS SUPPORTED
 LW3087'BY 4 LEGS AND IS 126 FEET HIGH.
 LW3087'
 LW3087'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
 LW3087
 LW3087                          STATION RECOVERY (1984)
 LW3087
 LW3087'RECOVERY NOTE BY US POWER SQUADRON 1984 (FW)
 LW3087'STATION AS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 LW3087
 LW3087                          STATION RECOVERY (1988)
 LW3087
 LW3087'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW3087'RECOVERED IN GOOD CONDITION.
 LW3087
 LW3087                          STATION RECOVERY (1989)
 LW3087
 LW3087'RECOVERY NOTE BY US POWER SQUADRON 1989 (AW)
 LW3087'RECOVERED IN GOOD CONDITION.
 LW3087
 LW3087                          STATION RECOVERY (1989)
 LW3087
 LW3087'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3108 ***********************************************************************
 LW3108  DESIGNATION -  ALVES
 LW3108  PID         -  LW3108
 LW3108  STATE/COUNTY-  RI/WASHINGTON
 LW3108  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3108
 LW3108                         *CURRENT SURVEY CONTROL
 LW3108  ___________________________________________________________________
 LW3108* NAD 83(1996)-  41 10 48.65514(N)    071 35 53.38954(W)     ADJUSTED  
 LW3108* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 LW3108  ___________________________________________________________________
 LW3108  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 LW3108  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LW3108
 LW3108  HORZ ORDER  -  THIRD
 LW3108
 LW3108.The horizontal coordinates were established by classical geodetic methods
 LW3108.and adjusted by the National Geodetic Survey in August 1998..
 LW3108
 LW3108.The orthometric height was scaled from a topographic map.
 LW3108
 LW3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3108
 LW3108.The geoid height was determined by GEOID03.
 LW3108
 LW3108;                    North         East     Units Scale Factor Converg.
 LW3108;SPC RI       -    10,760.246    91,763.557   MT  0.99999458   -0 03 52.7
 LW3108;SPC RI       -    35,302.57    301,060.94   sFT  0.99999458   -0 03 52.7
 LW3108;UTM  19      - 4,562,013.804   282,076.522   MT  1.00018452   -1 42 41.0
 LW3108
 LW3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3108!SPC RI       -   0.99999796  x   0.99999458  =   0.99999254
 LW3108!UTM  19      -   0.99999796  x   1.00018452  =   1.00018248
 LW3108
 LW3108:                Primary Azimuth Mark                     Grid Az
 LW3108:SPC RI       -  SANDY HILL                               002 45 31.8
 LW3108:UTM  19      -  SANDY HILL                               004 24 20.1
 LW3108
 LW3108|---------------------------------------------------------------------|
 LW3108| PID    Reference Object                     Distance      Geod. Az  |
 LW3108|                                                           dddmmss.s |
 LW3108| LW3104 SANDY HILL                          APPROX. 0.5 KM 0024139.1 |
 LW3108| CB7048 ALVES RM 1                           14.760 METERS 13347     |
 LW3108| CB7049 ALVES RM 2                            7.570 METERS 18935     |
 LW3108| LW3121 SOUTH REAR TARGET 1954              468.044 METERS 2922354.1 |
 LW3108|---------------------------------------------------------------------|
 LW3108
 LW3108                          SUPERSEDED SURVEY CONTROL
 LW3108
 LW3108  NAD 83(1996)-  41 10 48.65326(N)    071 35 53.38828(W) AD(       ) 3
 LW3108  NAD 83(1992)-  41 10 48.65320(N)    071 35 53.38841(W) AD(       ) 3
 LW3108  NAD 83(1992)-  41 10 48.65221(N)    071 35 53.38937(W) AD(       ) 3
 LW3108  NAD 83(1986)-  41 10 48.65263(N)    071 35 53.38968(W) AD(       ) 3
 LW3108  NAD 27      -  41 10 48.28400(N)    071 35 55.18000(W) AD(       ) 3
 LW3108
 LW3108.Superseded values are not recommended for survey control.
 LW3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3108.See file dsdata.txt to determine how the superseded data were derived.
 LW3108
 LW3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8207762014(NAD 83)
 LW3108_MARKER: DS = TRIANGULATION STATION DISK
 LW3108_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW3108_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW3108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3108
 LW3108  HISTORY     - Date     Condition        Report By
 LW3108  HISTORY     - 1954     MONUMENTED       CGS
 LW3108  HISTORY     - 1965     GOOD             CGS
 LW3108
 LW3108                          STATION DESCRIPTION
 LW3108
 LW3108'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FBQ)
 LW3108'STATION IS LOCATED ON THE W SIDE OF BLOCK ISLAND, ABOUT 700
 LW3108'YD. E-SE OF GRACE POINT, AND ON THE W LAWN AT THE HOME OF
 LW3108'MRS. ALVES.  STATION IS 7.7 M. N OF THE N SIDE OF THE
 LW3108'HOUSE.  STATION MARK IS A STANDARD BRONZE DISK, STAMPED ALVES
 LW3108'1954.  MARK IS SET IN A CONCRETE-FILLED TILE PIPE 2 IN. BELOW
 LW3108'GROUND LEVEL.  A CONCRETE COLLAR WAS POURED AROUND THE BASE AND
 LW3108'THE TOP OF THE PIPE.
 LW3108'
 LW3108'REFERENCE MARK 1, STAMPED ALVES NO 1, IS A STANDARD BRONZE
 LW3108'REFERENCE-MARK DISK, CEMENTED IN A DRILL HOLE IN A BOULDER IN
 LW3108'THE FRONT LAWN AND IN LINE WITH THE N SIDE OF THE HOUSE.  THIS
 LW3108'BOULDER BARELY PROJECTS ABOVE THE GROUND LEVEL AND ONLY AN AREA
 LW3108'OF ABOUT 8- BY 8-IN. IS VISIBLE.  MARK IS 14.76 M. (48.43 FT.) E
 LW3108'OF THE STATION (SLOPE DISTANCE).
 LW3108'
 LW3108'REFERENCE MARK 2, STAMPED ALVES NO 2, IS A STANDARD BRONZE
 LW3108'REFERENCE-MARK DISK, CEMENTED IN A DRILL HOLE IN THE CENTER OF
 LW3108'THE CONCRETE STEP AT THE NW CORNER OF THE HOUSE.  MARK IS 7.570
 LW3108'M. (24.84 FT.) S OF THE STATION (HORIZONTAL DISTANCE).
 LW3108
 LW3108                          STATION RECOVERY (1965)
 LW3108
 LW3108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 LW3108'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LW3108'CONDITION.  THE COUNTY NAME HAS BEEN CHANGED FROM NEWPORT TO
 LW3108'WASHINGTON COUNTY.  THE PROPERTY IS NOW OWNED BY MR. OMALLEY
 LW3108'INSTEAD OF MRS. ALVES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2460 ***********************************************************************
 LW2460  DESIGNATION -  ANDERSONS BARN CUPOLA
 LW2460  PID         -  LW2460
 LW2460  STATE/COUNTY-  RI/NEWPORT
 LW2460  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2460
 LW2460                         *CURRENT SURVEY CONTROL
 LW2460  ___________________________________________________________________
 LW2460* NAD 83(1996)-  41 33 41.12976(N)    071 17 21.75097(W)     ADJUSTED  
 LW2460* NAVD 88     -                                                        
 LW2460  ___________________________________________________________________
 LW2460  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 LW2460  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2460
 LW2460  HORZ ORDER  -  THIRD
 LW2460
 LW2460.The horizontal coordinates were established by classical geodetic methods
 LW2460.and adjusted by the National Geodetic Survey in August 1998..
 LW2460
 LW2460
 LW2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2460
 LW2460.The geoid height was determined by GEOID03.
 LW2460
 LW2460;                    North         East     Units Scale Factor Converg.
 LW2460;SPC RI       -    53,118.015   117,569.625   MT  0.99999755   +0 08 23.0
 LW2460;SPC RI       -   174,271.35    385,726.34   sFT  0.99999755   +0 08 23.0
 LW2460;UTM  19      - 4,603,614.597   309,096.881   MT  1.00004850   -1 31 09.4
 LW2460
 LW2460                          SUPERSEDED SURVEY CONTROL
 LW2460
 LW2460  NAD 83(1996)-  41 33 41.12941(N)    071 17 21.75046(W) AD(       ) 4
 LW2460  NAD 83(1992)-  41 33 41.12812(N)    071 17 21.75027(W) AD(       ) 4
 LW2460  NAD 83(1992)-  41 33 41.12764(N)    071 17 21.75002(W) AD(       ) 4
 LW2460  NAD 83(1986)-  41 33 41.12780(N)    071 17 21.74843(W) AD(       ) 4
 LW2460  NAD 27      -  41 33 40.76000(N)    071 17 23.57000(W) AD(       ) 3
 LW2460
 LW2460.Superseded values are not recommended for survey control.
 LW2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2460.See file dsdata.txt to determine how the superseded data were derived.
 LW2460
 LW2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0909703615(NAD 83)
 LW2460
 LW2460  HISTORY     - Date     Condition        Report By
 LW2460  HISTORY     - UNK      MONUMENTED
 LW2460  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2460  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2460
 LW2460                          STATION DESCRIPTION
 LW2460
 LW2460'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2460'THE GIVEN GEOGRAPHIC POSITION TOGETHER WITH INFORMATION
 LW2460'FURNISHED BY AN OLD-TIMER LEADS ME TO BELIEVE THAT THIS BARN
 LW2460'IS ONE NOW OWNED BY BRADFORD NORMAN.  IT IS ABOUT 1/2 MILE N OF
 LW2460'HIS HOUSE AND ABOUT 1/8 MILE W OF WEST MAIN ROAD IN THE TOWN OF
 LW2460'PORTSMOUTH, ABOUT 1/2 MILE N OF THE SOUTHERN BOUNDARY LINE OF
 LW2460'THE TOWN.
 LW2460'
 LW2460'IT HAS A SMALL VENTILATOR IN THE ROOF WHICH MIGHT HAVE BEEN
 LW2460'CALLED A CUPOLA OR IT MAY HAVE REPLACED THE CUPOLA OF 1868.
 LW2460'
 LW2460'THE BARN APPEARS TO HAVE BEEN REMODELED AND IT MAY HAVE BEEN
 LW2460'MOVED.
 LW2460
 LW2460                          STATION RECOVERY (1956)
 LW2460
 LW2460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2460'STATION DESTROYED.  THERE IS NO BARN IN THIS VICINITY AT
 LW2460'PRESENT.  NEW HOUSES ARE BEING BUILT IN THIS AREA AND THE BARN
 LW2460'PROBABLY HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1364 ***********************************************************************
 LW1364  DESIGNATION -  ANDREWS
 LW1364  PID         -  LW1364
 LW1364  STATE/COUNTY-  RI/KENT
 LW1364  USGS QUAD   -  CROMPTON (1995)
 LW1364
 LW1364                         *CURRENT SURVEY CONTROL
 LW1364  ___________________________________________________________________
 LW1364* NAD 83(1996)-  41 39 46.14019(N)    071 31 16.59891(W)     ADJUSTED  
 LW1364* NAVD 88     -       117.533  (meters)     385.61   (feet)  ADJUSTED  
 LW1364  ___________________________________________________________________
 LW1364  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 LW1364  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW1364  DYNAMIC HT  -         117.492 (meters)     385.47  (feet)  COMP
 LW1364  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 LW1364
 LW1364  HORZ ORDER  -  FIRST
 LW1364  VERT ORDER  -  SECOND    CLASS 0
 LW1364
 LW1364.The horizontal coordinates were established by classical geodetic methods
 LW1364.and adjusted by the National Geodetic Survey in August 1998..
 LW1364
 LW1364.The orthometric height was determined by differential leveling
 LW1364.and adjusted by the National Geodetic Survey in June 1991..
 LW1364
 LW1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1364
 LW1364.The geoid height was determined by GEOID03.
 LW1364
 LW1364.The dynamic height is computed by dividing the NAVD 88
 LW1364.geopotential number by the normal gravity value computed on the
 LW1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1364.degrees latitude (g = 980.6199 gals.).
 LW1364
 LW1364.The modeled gravity was interpolated from observed gravity values.
 LW1364
 LW1364;                    North         East     Units Scale Factor Converg.
 LW1364;SPC RI       -    64,357.895    98,227.880   MT  0.99999379   -0 00 50.9
 LW1364;SPC RI       -   211,147.53    322,269.30   sFT  0.99999379   -0 00 50.9
 LW1364;UTM  19      - 4,615,411.482   290,087.112   MT  1.00014227   -1 40 35.8
 LW1364
 LW1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1364!SPC RI       -   0.99998627  x   0.99999379  =   0.99998006
 LW1364!UTM  19      -   0.99998627  x   1.00014227  =   1.00012854
 LW1364
 LW1364:                Primary Azimuth Mark                     Grid Az
 LW1364:SPC RI       -  PROVIDENCE LOURDE CATH CH                018 45 34.9
 LW1364:UTM  19      -  PROVIDENCE LOURDE CATH CH                020 25 19.8
 LW1364
 LW1364|---------------------------------------------------------------------|
 LW1364| PID    Reference Object                     Distance      Geod. Az  |
 LW1364|                                                           dddmmss.s |
 LW1364| LW2684 PROVIDENCE LOURDE CATH CH           APPROX.19.1 KM 0184444.0 |
 LW1364| LW2542 CRANSTON RI MEDICAL CTR TANK        APPROX.10.3 KM 0264551.9 |
 LW1364| LW1362 ANDREWS AZ MK RESET                 318.512 METERS 04557     |
 LW1364| LW1361 ANDREWS AZ MK                                      0512757.5 |
 LW1364| LW1900 WW 001                              APPROX. 0.8 KM 0591145.2 |
 LW1364| LW1363 ANDREWS RM 1                         24.725 METERS 09841     |
 LW1364| LW2540 FRENCHTOWN BOSTITCH MFG CO TK       APPROX. 4.0 KM 1501937.1 |
 LW1364| LW1366 ANDREWS RM 3                          5.330 METERS 18053     |
 LW1364| LW1875 EG 001                              APPROX. 1.8 KM 2560143.0 |
 LW1364| LW3520 COVENTRY LINWOOD LACE WORKS TK      APPROX. 3.9 KM 2804122.8 |
 LW1364| LW1365 ANDREWS RM 2                         19.630 METERS 32331     |
 LW1364|---------------------------------------------------------------------|
 LW1364
 LW1364                          SUPERSEDED SURVEY CONTROL
 LW1364
 LW1364  NAD 83(1996)-  41 39 46.13945(N)    071 31 16.59846(W) AD(       ) 1
 LW1364  NAD 83(1992)-  41 39 46.13879(N)    071 31 16.59813(W) AD(       ) 1
 LW1364  NAD 83(1992)-  41 39 46.13827(N)    071 31 16.59816(W) AD(       ) 1
 LW1364  NAD 83(1986)-  41 39 46.13823(N)    071 31 16.59758(W) AD(       ) 1
 LW1364  NAD 27      -  41 39 45.77521(N)    071 31 18.38060(W) AD(       ) 1
 LW1364  NGVD 29 (??/??/92)  117.789  (m)          386.45   (f) ADJ UNCH    2 0
 LW1364
 LW1364.Superseded values are not recommended for survey control.
 LW1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1364.See file dsdata.txt to determine how the superseded data were derived.
 LW1364
 LW1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9008715411(NAD 83)
 LW1364_MARKER: DS = TRIANGULATION STATION DISK
 LW1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1364_SP_SET: CONCRETE POST
 LW1364_STAMPING: ANDREWS 1968
 LW1364_MARK LOGO: CGS   
 LW1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1364+STABILITY: SURFACE MOTION
 LW1364
 LW1364  HISTORY     - Date     Condition        Report By
 LW1364  HISTORY     - 1969     MONUMENTED       CGS
 LW1364  HISTORY     - 1969     GOOD             NGS
 LW1364  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LW1364  HISTORY     - 1972     GOOD             NGS
 LW1364  HISTORY     - 1984     GOOD             RIGS
 LW1364  HISTORY     - 1984     GOOD             RIGS
 LW1364  HISTORY     - 1985     GOOD             RIGS
 LW1364  HISTORY     - 1987     GOOD             USPSQD
 LW1364  HISTORY     - 1988     GOOD             USPSQD
 LW1364  HISTORY     - 19880701 GOOD             RIGS
 LW1364
 LW1364                          STATION DESCRIPTION
 LW1364
 LW1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW1364'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF
 LW1364'NOOSENECK, 3-1/2 MILES WEST OF EAST GREENWICH AND 3 MILES
 LW1364'SOUTHEAST OF WASHINGTON AND ON PROPERTY OWNED BY J.R. BRIGGS
 LW1364'ESTATE.
 LW1364'
 LW1364'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 LW1364'INTERSTATE HIGHWAY 95 ABOUT 3-1/2 MILES SOUTHEAST OF COVENTRY,
 LW1364'GO SOUTH ON HIGHWAY 2 FOR 0.3 MILE TO AN INTERSECTION.  TURN
 LW1364'RIGHT AND GO WESTERLY ON DIVISON ROAD FOR 1.2 MILES TO A
 LW1364'PRIVATE DRIVE ON THE RIGHT.  TURN RIGHT ON THE PAVED DRIVE
 LW1364'AND GO NORTHERLY ON THE EAST SIDE OF THE HOME OF H.L. CASE FOR
 LW1364'0.05 MILE TO WHERE PAVED ROAD ENDS, CONTINUE AHEAD ON DIM TRACK
 LW1364'ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LW1364'
 LW1364'STATION MARK, STAMPED ANDREWS 1968 IS A STANDARD DISK SET IN
 LW1364'A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 LW1364'SURFACE.  IT IS 113 FEET SOUTH OF CENTER LINE OF NORTH BOUND
 LW1364'LANE OF INTERSTATE 95, 81.5 FEET NORTHWEST OF METAL WITNESS
 LW1364'POST AT REFERENCE MARK 1, 64.5 FEET SOUTH OF METAL WITNESS
 LW1364'POST AT REFERENCE MARK 2 AND 14.5 FEET NORTH OF A 6-INCH OAK
 LW1364'TREE.
 LW1364'
 LW1364'RM 1, STAMPED ANDREWS NO 1 1968 IS A STANDARD DISK SET IN A
 LW1364'DRILL HOLE IN BEDROCK WHICH PROJECTS 1 FOOT.  IT IS 138 FEET
 LW1364'SOUTHEAST OF THE METAL WITNESS POST AT REFERENCE MARK 2, 15
 LW1364'FEET EAST OF DIM TRACK ROAD, 3.1 FEET NORTH OF METAL WITNESS
 LW1364'POST AND 2 FEET SOUTHWEST OF A 4 INCH MAPLE TREE.
 LW1364'
 LW1364'RM 2, STAMPED ANDREWS NO 2 1968 IS A STANDARD DISK SET IN A
 LW1364'DRILL HOLE IN BEDROCK WHICH IS FLUSH.  IT IS 77.5 FEET NORTH
 LW1364'OF THE 6-INCH OAK TREE, 51 FEET SOUTH OF THE CENTER LINE OF NORTH
 LW1364'BOUND LANE OF INTERSTATE 95, 15 FEET SOUTH OF EDGE OF A ROCK
 LW1364'CLIFF AND 4.1 FEET NORTH OF METAL WITNESS POST.
 LW1364'
 LW1364'AZ MK, STAMPED ANDREWS 1968 IS A STANDARD DISK SET IN A DRILL
 LW1364'HOLE IN BEDROCK WHICH PROJECTS 2 FEET.  IT IS 49 FEET NORTH OF
 LW1364'CENTER LINE OF SOUTH BOUND LANE OF INTERSTATE 95, 28 FEET
 LW1364'SOUTHWEST OF A 3-INCH OAK TREE, 9 FEET NORTH OF A DRAINAGE
 LW1364'DITCH AND 2.5 FEET NORTH OF A METAL WITNESS POST.
 LW1364'
 LW1364'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 2
 LW1364'AND INTERSTATE HIGHWAY 95 ABOUT 3-1/2 MILES SOUTHEAST OF
 LW1364'COVENTRY, GO WEST ON HIGHWAY 95 FOR 1.0 MILE TO THE MARK ON THE
 LW1364'RIGHT AS DESCRIBED.
 LW1364'
 LW1364'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW1364
 LW1364                          STATION RECOVERY (1969)
 LW1364
 LW1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1364'1.2 MI W FROM WARWICK.
 LW1364'ABOUT 1.2 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW1364'OVERPASS OVER STATE HIGHWAY 2 AT WARWICK, ABOUT 0.35 MILE EAST OF
 LW1364'THE SHIPPEETOWN ROAD OVERPASS OVER I 95, ON THE TOP OF A HIGH
 LW1364'ROCK CUT, 128 FEET SOUTH OF THE CENTER LINE OF THE NORTHBOUND
 LW1364'LANE OF THE HIGHWAY, 75 FEET SOUTH OF THE NORTH FACE OF THE CUT,
 LW1364'14 1/2 FEET NORTH OF A 6 INCH OAK TREE, 30 FEET ABOVE THE LEVEL
 LW1364'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW1364'1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW1364
 LW1364                          STATION RECOVERY (1972)
 LW1364
 LW1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LW1364'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 LW1364'BUT RM 2 AND THE AZIMUTH MARK ARE SCHEDULED TO BE DESTROYED BY
 LW1364'WIDENING OF THE SHOULDERS ALONG INTERSTATE HIGHWAY 95, SO A
 LW1364'NEW RM, NO. 3, AND AN AZIMUTH MARK WERE ESTABLISHED.  THE ANGLES
 LW1364'TO REFERENCE MARKS CHECKED 1969 ANGLES CLOSELY.  A DISCREPANCY
 LW1364'OF 0.31 METER WAS FOUND IN THE DISTANCE TO RM 1.  DISTANCE TO
 LW1364'RM 2 CHECKED CLOSELY.  A COMPLETE DESCRIPTION FOLLOWS--
 LW1364'
 LW1364'STATION IS LOCATED ALONG THE SOUTH SIDE OF INTERSTATE HIGHWAY
 LW1364'95 ON TOP OF A HIGH, ROCK CUTBANK.
 LW1364'
 LW1364'TO REACH STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 LW1364'AND STATE HIGHWAY 2, ABOUT 3 MILES WEST OF EAST GREENWICH, GO
 LW1364'WEST ON INTERSTATE HIGHWAY 95 FOR 1.0 MILE TO AZIMUTH MARK ON
 LW1364'RIGHT.  CONTINUE WEST ON THE HIGHWAY FOR 0.2 MILE TO HIGH
 LW1364'CUTBANK AND STATION ON LEFT.
 LW1364'
 LW1364'STATION MARK IS A STANDARD DISK STAMPED ANDREWS 1968, SET IN
 LW1364'THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH
 LW1364'GROUND.  IT IS 144 FEET SOUTH OF CENTER LINE OF HIGHWAY 95
 LW1364'RIGHT-OF-WAY, 55 FEET WEST OF END OF OLD TRACK ROAD AND 4 FEET
 LW1364'SOUTHWEST OF METAL WITNESS POST.
 LW1364'
 LW1364'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ANDREWS
 LW1364'1968 NO 1, CEMENTED IN A DRILL HOLE IN A 4-FOOT BOULDER
 LW1364'PROJECTING 1 FOOT FROM GROUND.  IT IS 15 FEET EAST OF CENTER
 LW1364'LINE OF THE OLD TRACK ROAD, 3 FEET NORTHWEST OF A METAL WITNESS
 LW1364'POST AND 2 FEET LOWER THAN STATION.
 LW1364'
 LW1364'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED ANDREWS
 LW1364'1969 NO 3 1972, CEMENTED IN A DRILL HOLE IN A 20-INCH BOULDER
 LW1364'PROJECTING 6 INCHES FROM GROUND.  IT IS 6 INCHES LOWER THAN
 LW1364'STATION.
 LW1364'
 LW1364'AZIMUTH MARK 1972 IS A STANDARD NGS REFERENCE MARK DISK
 LW1364'STAMPED ANDREWS 1969 1972, CEMENTED IN A DRILL HOLE IN A 2-FOOT
 LW1364'BOULDER THAT PROJECTS 10 INCHES FROM GROUND.  IT IS 163.5 FEET
 LW1364'NORTHWEST OF CENTER LINE OF INTERSTATE HIGHWAY 95 RIGHT-OF-WAY,
 LW1364'2 FEET NORTHWEST OF A METAL WITNESS POST, 23 FEET SOUTHWEST OF
 LW1364'A LARGE, 7-FOOT BOULDER, WHICH IS THE ONLY LARGE ROCK IN THE
 LW1364'AREA, AND 14 FEET WEST OF A NORTH-SOUTH BRUSHED-OUT PROPERTY
 LW1364'LINE THAT BEGINS DIRECTLY NORTH, ACROSS HIGHWAY, FROM A LARGE
 LW1364'HIGHWAY SIGNBOARD.
 LW1364'
 LW1364'RM NO. 1 TO RM NO. 3 = 24.570 METERS, 80.610 FEET.
 LW1364'
 LW1364'NOTE--RM NO. 2 AND AZIMUTH MARK WERE LEFT IN PLACE UNTIL DESTROYED.
 LW1364'
 LW1364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW1364'4 MILES WEST OF EAST GREENWICH.
 LW1364
 LW1364                          STATION RECOVERY (1972)
 LW1364
 LW1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LW1364'RECOVERED IN GOOD CONDITION.
 LW1364
 LW1364                          STATION RECOVERY (1984)
 LW1364
 LW1364'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1364'THE STATION WAS RECOVERED AT THIS DATE.
 LW1364'REFERENCE MARKS 1 AND 3, AND THE AZIMUTH MARK RESET IN 1972 WERE
 LW1364'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 LW1364'
 LW1364'THE STATION IS LOCATED ABOUT 5.9 KM (3.7 MI)
 LW1364'WEST OF EAST GREENWICH CENTER,
 LW1364'4.5 KM (2.8 MI) NORTHWEST OF FRENCHTOWN,
 LW1364'4.5 KM (2.8 MI) SOUTH OF ARTIC, ON THE SOUTH SIDE OF INTERSTATE
 LW1364'HIGHWAY 95 NORTH.
 LW1364'OWNERSHIP--STATE RIGHT OF WAY.
 LW1364'
 LW1364'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND I-95,
 LW1364'WHICH IS ABOUT 4.2 KM (2.6 MI) WEST OF EAST GREENWICH CENTER, GO
 LW1364'WEST FOR 1.9 KM (1.2 MI) ON I-95 SOUTHBOUND TO THE STATION ON THE
 LW1364'LEFT ON TOP OF A HIGH ROCK CUT.
 LW1364'
 LW1364'THE STATION IS A STANDARD NGS DISK
 LW1364'STAMPED---ANDREWS 1968---,
 LW1364'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1364'30 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 LW1364'25.5 METERS (83.6 FT) WEST-NORTHWEST FROM A METAL WITNESS POST,
 LW1364'11.1 METERS (36.5 FT) SOUTH-SOUTHEAST FROM THE EDGE OF A LEDGE
 LW1364'CUT,
 LW1364'0.55 METERS (1.8 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST AND
 LW1364'WIRE RIGHT OF WAY FENCE.
 LW1364'
 LW1364'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LW1364'STAMPED---ANDREWS NO 1 1968---,
 LW1364'SET INTO A DRILL HOLE IN A 3 FOOT BY 5 FOOT EXPOSED AREA OF BEDROCK
 LW1364'WHICH PROJECTS 0.3 METER (1 FOOT).
 LW1364'LOCATED
 LW1364'24.4 METERS (80.0 FT) SOUTHEAST FROM A METAL WITNESS POST,
 LW1364'5.6 METERS (18.5 FT) EAST FROM THE CENTERLINE OF AN OLD TRACK ROAD,
 LW1364'1.0 METERS (3.3 FT) NORTHWEST FROM A METAL WITNESS POST.
 LW1364'MARK IS LEVEL WITH THE STATION.
 LW1364'
 LW1364'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 LW1364'STAMPED---ANDREWS 1969 NO 3 1972---,
 LW1364'SET INTO A DRILL HOLE IN A .5 METER DIAMETER BOULDER PROJECTING
 LW1364'ABOUT 15 CENTIMETERS ABOVE GROUND.
 LW1364'LOCATED
 LW1364'15.6 METERS (51.2 FT) SOUTH-SOUTHEAST FROM THE LEDGE CUT EDGE,
 LW1364'4.9 METERS (16.1 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST,
 LW1364'4.1 METERS (13.6 FT) SOUTH-SOUTHEAST FROM A WIRE RIGHT OF WAY FENCE.
 LW1364'MARK IS LEVEL WITH THE STATION.
 LW1364'
 LW1364'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 LW1364'STAMPED---ANDREWS 1969 1972---,
 LW1364'SET INTO A DRILL HOLE IN A 2 FOOT BY 3 FOOT BOULDER WHICH PROJECTS
 LW1364'1 FOOT.  LOCATED
 LW1364'25.0 METERS (82.0 FT) SOUTH-SOUTHWEST FROM AN NET + T POWER POLE 38,
 LW1364'14.0 METERS (46.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF J P
 LW1364'MURPHY ROAD,
 LW1364'4.2 METERS (13.7 FT) NORTH FROM A 6 FOOT HIGH CHAIN LINK FENCE,
 LW1364'0.7 METERS (2.3 FT) NORTHWEST FROM A METAL WITNESS POST.
 LW1364'TO REACH THE AZIMUTH FROM THE INTERSECTION HIGHWAY 2 AND I-95,
 LW1364'GO NORTH FOR 0.5 KM (0.3 MI) ON HIGHWAY 2 TO THE INTERSECTION OF J
 LW1364'P MURPHY ROAD,
 LW1364'TURN LEFT AND GO WEST FOR 1.6 KM (1.0 MI) TO THE AZIMUTH ON THE
 LW1364'LEFT.
 LW1364'
 LW1364'AZIMUTH MARK NO. 2 IS A STANDARD RIGS DISK
 LW1364'STAMPED---WW 001 1984---,
 LW1364'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1364'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 LW1364'9.6 METERS (31.6 FT) NORTH-NORTHEAST FROM A SEWER MANHOLE IN THE
 LW1364'CENTER OF J P MURPHY ROAD,
 LW1364'9.4 METERS (30.8 FT) WEST-NORTHWEST FROM A FIRE HYDRANT,
 LW1364'9.3 METERS (30.6 FT) NORTH FROM THE CENTERLINE OF J P MURPHY ROAD,
 LW1364'4.0 METERS (13.0 FT) EAST FROM AN NET + T CO POLE 28.
 LW1364'TO REACH THE AZIMUTH FROM THE INTERSECTION OF HIGHWAY 2 AND I-95,
 LW1364'GO NORTH FOR 0.5 KM (0.3 MI) ON HIGHWAY 2 TO THE INTERSECTION OF J
 LW1364'P MURPHY ROAD,
 LW1364'TURN LEFT AND GO WEST FOR 1.4 KM (0.9 MI) ON J P MURPHY ROAD TO THE
 LW1364'AZIMUTH MARK ON THE RIGHT.
 LW1364'THE UNDERGROUND MARK IS A STANDARD RIGS DISK
 LW1364'STAMPED---WW 001 1984---,
 LW1364'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1364
 LW1364                          STATION RECOVERY (1984)
 LW1364
 LW1364'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1364'RECOVERED IN GOOD CONDITION.
 LW1364
 LW1364                          STATION RECOVERY (1985)
 LW1364
 LW1364'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW1364'THE STATION WAS RECOVERED AT THIS DATE.
 LW1364'
 LW1364'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW1364
 LW1364                          STATION RECOVERY (1987)
 LW1364
 LW1364'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1364'RECOVERED IN GOOD CONDITION.
 LW1364
 LW1364                          STATION RECOVERY (1988)
 LW1364
 LW1364'RECOVERY NOTE BY US POWER SQUADRON 1988 (CGS)
 LW1364'RECOVERED IN GOOD CONDITION.
 LW1364
 LW1364                          STATION RECOVERY (1988)
 LW1364
 LW1364'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1361 ***********************************************************************
 LW1361  DESIGNATION -  ANDREWS AZ MK
 LW1361  PID         -  LW1361
 LW1361  STATE/COUNTY-  RI/KENT
 LW1361  USGS QUAD   -  CROMPTON (1995)
 LW1361
 LW1361                         *CURRENT SURVEY CONTROL
 LW1361  ___________________________________________________________________
 LW1361* NAD 83(1986)-  41 39 52.     (N)    071 31 05.     (W)     SCALED    
 LW1361* NAVD 88     -        98.018  (meters)     321.58   (feet)  ADJUSTED  
 LW1361  ___________________________________________________________________
 LW1361  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW1361  DYNAMIC HT  -          97.984 (meters)     321.47  (feet)  COMP
 LW1361  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 LW1361
 LW1361  VERT ORDER  -  SECOND    CLASS 0
 LW1361
 LW1361.The horizontal coordinates were scaled from a topographic map and have
 LW1361.an estimated accuracy of +/- 6 seconds.
 LW1361
 LW1361.The orthometric height was determined by differential leveling
 LW1361.and adjusted by the National Geodetic Survey in June 1991..
 LW1361
 LW1361.The geoid height was determined by GEOID03.
 LW1361
 LW1361.The dynamic height is computed by dividing the NAVD 88
 LW1361.geopotential number by the normal gravity value computed on the
 LW1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1361.degrees latitude (g = 980.6199 gals.).
 LW1361
 LW1361.The modeled gravity was interpolated from observed gravity values.
 LW1361
 LW1361;                    North         East    Units  Estimated Accuracy
 LW1361;SPC RI       -    64,540.       98,500.      MT  (+/- 180 meters Scaled)
 LW1361
 LW1361                          SUPERSEDED SURVEY CONTROL
 LW1361
 LW1361  NGVD 29 (??/??/92)   98.274  (m)          322.42   (f) ADJ UNCH    2 0
 LW1361
 LW1361.Superseded values are not recommended for survey control.
 LW1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1361.See file dsdata.txt to determine how the superseded data were derived.
 LW1361
 LW1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG903155(NAD 83)
 LW1361_MARKER: DZ = AZIMUTH MARK DISK
 LW1361_SETTING: 66 = SET IN ROCK OUTCROP
 LW1361_SP_SET: ROCK LEDGE
 LW1361_STAMPING: ANDREWS 1968
 LW1361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1361+STABILITY: POSITION/ELEVATION WELL
 LW1361
 LW1361  HISTORY     - Date     Condition        Report By
 LW1361  HISTORY     - 1968     MONUMENTED       CGS
 LW1361  HISTORY     - 1969     GOOD             NGS
 LW1361  HISTORY     - 1972     POOR             NGS
 LW1361  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1361
 LW1361                          STATION DESCRIPTION
 LW1361
 LW1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1361'1 MI W FROM WARWICK.
 LW1361'ABOUT 1.0 MILE WEST ALONG INTERSTATE HIGHWAY 95 FROM THE OVERPASS
 LW1361'OVER STATE HIGHWAY 2 AT WARWICK, SET ON THE TOP OF THE SOUTHWEST
 LW1361'CORNER OF A ROCK LEDGE WHICH IS 9 FEET LONG-7 FEET WIDE AND
 LW1361'1 1/2 FEET HIGH, 45.6 FEET NORTH OF THE CENTER LINE OF THE
 LW1361'SOUTHBOUND LANE OF THE HIGHWAY, 1.9 FEET NORTHEAST OF THE
 LW1361'SOUTHWEST CORNER OF THE ROCK, 2.8 FEET NORTHWEST OF A METAL
 LW1361'WITNESS POST AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1361
 LW1361                          STATION RECOVERY (1972)
 LW1361
 LW1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LW1361'MARK RECOVERED IN POOR CONDITION.
 LW1361
 LW1361                          STATION RECOVERY (1987)
 LW1361
 LW1361'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1362 ***********************************************************************
 LW1362  DESIGNATION -  ANDREWS AZ MK RESET
 LW1362  PID         -  LW1362
 LW1362  STATE/COUNTY-  RI/KENT
 LW1362  USGS QUAD   -  CROMPTON (1995)
 LW1362
 LW1362                         *CURRENT SURVEY CONTROL
 LW1362  ___________________________________________________________________
 LW1362* NAD 83(1996)-  41 39 53.31730(N)    071 31 06.70242(W)     ADJUSTED  
 LW1362* NAVD 88     -       100.532  (meters)     329.83   (feet)  ADJUSTED  
 LW1362  ___________________________________________________________________
 LW1362  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 LW1362  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW1362  DYNAMIC HT  -         100.497 (meters)     329.71  (feet)  COMP
 LW1362  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 LW1362
 LW1362  HORZ ORDER  -  SECOND
 LW1362  VERT ORDER  -  SECOND    CLASS II
 LW1362
 LW1362.The horizontal coordinates were established by classical geodetic methods
 LW1362.and adjusted by the National Geodetic Survey in August 1998..
 LW1362.No horizontal observational check was made to the station.
 LW1362
 LW1362.The orthometric height was determined by differential leveling
 LW1362.and adjusted by the National Geodetic Survey in June 1991..
 LW1362
 LW1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1362
 LW1362.The geoid height was determined by GEOID03.
 LW1362
 LW1362.The dynamic height is computed by dividing the NAVD 88
 LW1362.geopotential number by the normal gravity value computed on the
 LW1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1362.degrees latitude (g = 980.6199 gals.).
 LW1362
 LW1362.The modeled gravity was interpolated from observed gravity values.
 LW1362
 LW1362;                    North         East     Units Scale Factor Converg.
 LW1362;SPC RI       -    64,579.268    98,456.884   MT  0.99999378   -0 00 44.3
 LW1362;SPC RI       -   211,873.82    323,020.63   sFT  0.99999378   -0 00 44.3
 LW1362;SPC CT       -   245,474.264   407,357.717   MT  0.99998575   +0 48 59.5
 LW1362;SPC CT       -   805,360.15  1,336,472.78   sFT  0.99998575   +0 48 59.5
 LW1362;SPC MA M     -   823,840.430   198,456.862   MT  1.00000799   -0 00 44.8
 LW1362;SPC MA M     - 2,702,883.14    651,103.89   sFT  1.00000799   -0 00 44.8
 LW1362;UTM  19      - 4,615,626.150   290,322.476   MT  1.00014105   -1 40 29.5
 LW1362
 LW1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1362!SPC RI       -   0.99998894  x   0.99999378  =   0.99998272
 LW1362!SPC CT       -   0.99998894  x   0.99998575  =   0.99997469
 LW1362!SPC MA M     -   0.99998894  x   1.00000799  =   0.99999693
 LW1362!UTM  19      -   0.99998894  x   1.00014105  =   1.00012998
 LW1362
 LW1362                          SUPERSEDED SURVEY CONTROL
 LW1362
 LW1362  NAD 83(1996)-  41 39 53.31656(N)    071 31 06.70198(W) AD(       ) 2
 LW1362  NAD 83(1992)-  41 39 53.31590(N)    071 31 06.70163(W) AD(       ) 2
 LW1362  NAD 83(1992)-  41 39 53.31539(N)    071 31 06.70167(W) AD(       ) 2
 LW1362  NAD 83(1986)-  41 39 53.31208(N)    071 31 06.70559(W) AD(       ) 2
 LW1362  NGVD 29 (??/??/92)  100.789  (m)          330.67   (f) ADJ UNCH    2 2
 LW1362
 LW1362.Superseded values are not recommended for survey control.
 LW1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1362.See file dsdata.txt to determine how the superseded data were derived.
 LW1362
 LW1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9032215626(NAD 83)
 LW1362_MARKER: DR = REFERENCE MARK DISK
 LW1362_SETTING: 80 = SET IN A BOULDER
 LW1362_SP_SET: BOULDER
 LW1362_STAMPING: ANDREWS 1969 1972
 LW1362_MARK LOGO: NGS   
 LW1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1362+STABILITY: SURFACE MOTION
 LW1362
 LW1362  HISTORY     - Date     Condition        Report By
 LW1362  HISTORY     - 1972     MONUMENTED       NGS
 LW1362  HISTORY     - 1984     GOOD             RIGS
 LW1362
 LW1362                          STATION DESCRIPTION
 LW1362
 LW1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LW1362'1 MI W FROM WARWICK.
 LW1362'1.0 MILE WEST ALONG INTERSTATE HIGHWAY 95 FROM THE OVERPASS OVER
 LW1362'STATE HIGHWAY 2 AT WARWICK, 163.5 FEET NORTH OF CENTER LINE
 LW1362'OF HIGHWAY 95 RIGHT-OF-WAY, 14 FEET WEST OF A BRUSHED-OUT
 LW1362'PROPERTY LINE WHICH BEGINS DIRECTLY ACROSS THE HIGHWAY FROM A
 LW1362'LARGE HIGHWAY SIGNBOARD, 23 FEET SOUTHWEST OF A LARGE, PROMINENT,
 LW1362'7-FOOT BOULDER WHICH IS THE ONLY LARGE OUTCROP IN THE VICINITY,
 LW1362'2 FEET NORTH OF A METAL WITNESS POST, 1044.7 FEET NORTHEAST OF
 LW1362'ANDREWS 1969 STATION MARK, OPPOSITE HIGHWAY SURVEY STA. 1052 + 80,
 LW1362'AND CEMENTED IN A DRILL HOLE IN THE TOP OF A 2-FOOT-DIAMETER
 LW1362'BOULDER PROJECTING 10 INCHES FROM GROUND, IN HEAVILY TIMBERED
 LW1362'AREA.
 LW1362
 LW1362                          STATION RECOVERY (1984)
 LW1362
 LW1362'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1363 ***********************************************************************
 LW1363  DESIGNATION -  ANDREWS RM 1
 LW1363  PID         -  LW1363
 LW1363  STATE/COUNTY-  RI/KENT
 LW1363  USGS QUAD   -  CROMPTON (1995)
 LW1363
 LW1363                         *CURRENT SURVEY CONTROL
 LW1363  ___________________________________________________________________
 LW1363* NAD 83(1996)-  41 39 46.01924(N)    071 31 15.54244(W)     ADJUSTED  
 LW1363* NAVD 88     -       116.926  (meters)     383.61   (feet)  ADJUSTED  
 LW1363  ___________________________________________________________________
 LW1363  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 LW1363  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW1363  DYNAMIC HT  -         116.885 (meters)     383.48  (feet)  COMP
 LW1363  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LW1363
 LW1363  HORZ ORDER  -  FIRST
 LW1363  VERT ORDER  -  SECOND    CLASS 0
 LW1363
 LW1363.The horizontal coordinates were established by classical geodetic methods
 LW1363.and adjusted by the National Geodetic Survey in August 1998..
 LW1363
 LW1363.The orthometric height was determined by differential leveling
 LW1363.and adjusted by the National Geodetic Survey in June 1991..
 LW1363
 LW1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1363
 LW1363.The geoid height was determined by GEOID03.
 LW1363
 LW1363.The dynamic height is computed by dividing the NAVD 88
 LW1363.geopotential number by the normal gravity value computed on the
 LW1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1363.degrees latitude (g = 980.6199 gals.).
 LW1363
 LW1363.The modeled gravity was interpolated from observed gravity values.
 LW1363
 LW1363;                    North         East     Units Scale Factor Converg.
 LW1363;SPC RI       -    64,354.157    98,252.321   MT  0.99999379   -0 00 50.2
 LW1363;SPC RI       -   211,135.26    322,349.49   sFT  0.99999379   -0 00 50.2
 LW1363;UTM  19      - 4,615,407.036   290,111.438   MT  1.00014214   -1 40 35.1
 LW1363
 LW1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1363!SPC RI       -   0.99998637  x   0.99999379  =   0.99998016
 LW1363!UTM  19      -   0.99998637  x   1.00014214  =   1.00012850
 LW1363
 LW1363                          SUPERSEDED SURVEY CONTROL
 LW1363
 LW1363  NAD 83(1996)-  41 39 46.01850(N)    071 31 15.54199(W) AD(       ) 1
 LW1363  NAD 83(1992)-  41 39 46.01784(N)    071 31 15.54166(W) AD(       ) 1
 LW1363  NAD 83(1992)-  41 39 46.01733(N)    071 31 15.54169(W) AD(       ) 1
 LW1363  NAD 83(1986)-  41 39 46.01730(N)    071 31 15.54125(W) AD(       ) 1
 LW1363  NGVD 29 (??/??/92)  117.182  (m)          384.45   (f) ADJ UNCH    2 0
 LW1363
 LW1363.Superseded values are not recommended for survey control.
 LW1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1363.See file dsdata.txt to determine how the superseded data were derived.
 LW1363
 LW1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9011115407(NAD 83)
 LW1363_MARKER: DR = REFERENCE MARK DISK
 LW1363_SETTING: 66 = SET IN ROCK OUTCROP
 LW1363_SP_SET: IN A DRILL HOLE IN BEDROCK
 LW1363_STAMPING: ANDREWS NO 1 1968
 LW1363_MARK LOGO: CGS   
 LW1363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1363+STABILITY: POSITION/ELEVATION WELL
 LW1363
 LW1363  HISTORY     - Date     Condition        Report By
 LW1363  HISTORY     - 1968     MONUMENTED       CGS
 LW1363  HISTORY     - 1969     GOOD             NGS
 LW1363  HISTORY     - 1972     GOOD             NGS
 LW1363  HISTORY     - 1987     GOOD             USPSQD
 LW1363  HISTORY     - 19880701 GOOD             RIGS
 LW1363
 LW1363                          STATION DESCRIPTION
 LW1363
 LW1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1363'1.2 MI W FROM WARWICK.
 LW1363'ABOUT 1.2 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE OVERPASS
 LW1363'OVER STATE HIGHWAY 2 AT WARWICK, AT A HIGH CUT, IN A THICK STAND
 LW1363'OF SMALL TIMBER, SET IN THE TOP AND ABOUT IN THE CENTER OF A
 LW1363'ROCK WHICH IS 6-FEET LONG-4 FEET WIDE AND 1 FOOT HIGH, 81.2 FEET
 LW1363'EAST OF THE STATION MARK DESCRIBED, 166 FEET SOUTH OF THE CENTER
 LW1363'LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 18 FEET EAST OF THE
 LW1363'CENTER LINE OF A DIM ROAD, 3.1 FEET NORTHWEST OF A METAL WITNESS
 LW1363'POST AND ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1363
 LW1363                          STATION RECOVERY (1972)
 LW1363
 LW1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LW1363'RECOVERED IN GOOD CONDITION.
 LW1363
 LW1363                          STATION RECOVERY (1987)
 LW1363
 LW1363'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1363'RECOVERED IN GOOD CONDITION.
 LW1363
 LW1363                          STATION RECOVERY (1988)
 LW1363
 LW1363'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1365 ***********************************************************************
 LW1365  DESIGNATION -  ANDREWS RM 2
 LW1365  PID         -  LW1365
 LW1365  STATE/COUNTY-  RI/KENT
 LW1365  USGS QUAD   -  CROMPTON (1995)
 LW1365
 LW1365                         *CURRENT SURVEY CONTROL
 LW1365  ___________________________________________________________________
 LW1365* NAD 83(1986)-  41 39 45.     (N)    071 31 16.     (W)     SCALED    
 LW1365* NAVD 88     -       116.367  (meters)     381.78   (feet)  ADJUSTED  
 LW1365  ___________________________________________________________________
 LW1365  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW1365  DYNAMIC HT  -         116.326 (meters)     381.65  (feet)  COMP
 LW1365  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LW1365
 LW1365  VERT ORDER  -  SECOND    CLASS 0
 LW1365
 LW1365.The horizontal coordinates were scaled from a topographic map and have
 LW1365.an estimated accuracy of +/- 6 seconds.
 LW1365
 LW1365.The orthometric height was determined by differential leveling
 LW1365.and adjusted by the National Geodetic Survey in June 1991..
 LW1365
 LW1365.The geoid height was determined by GEOID03.
 LW1365
 LW1365.The dynamic height is computed by dividing the NAVD 88
 LW1365.geopotential number by the normal gravity value computed on the
 LW1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1365.degrees latitude (g = 980.6199 gals.).
 LW1365
 LW1365.The modeled gravity was interpolated from observed gravity values.
 LW1365
 LW1365;                    North         East    Units  Estimated Accuracy
 LW1365;SPC RI       -    64,320.       98,240.      MT  (+/- 180 meters Scaled)
 LW1365
 LW1365                          SUPERSEDED SURVEY CONTROL
 LW1365
 LW1365  NGVD 29 (??/??/92)  116.623  (m)          382.62   (f) ADJ UNCH    2 0
 LW1365
 LW1365.Superseded values are not recommended for survey control.
 LW1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1365.See file dsdata.txt to determine how the superseded data were derived.
 LW1365
 LW1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG901153(NAD 83)
 LW1365_MARKER: DR = REFERENCE MARK DISK
 LW1365_SETTING: 66 = SET IN ROCK OUTCROP
 LW1365_SP_SET: IN A DRILL HOLE IN BEDROCK
 LW1365_STAMPING: ANDREWS NO 2 1968
 LW1365_MARK LOGO: CGS   
 LW1365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1365+STABILITY: POSITION/ELEVATION WELL
 LW1365
 LW1365  HISTORY     - Date     Condition        Report By
 LW1365  HISTORY     - 1968     MONUMENTED       CGS
 LW1365  HISTORY     - 1969     GOOD             NGS
 LW1365  HISTORY     - 1972     POOR             NGS
 LW1365  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1365  HISTORY     - 19880701 GOOD             RIGS
 LW1365
 LW1365                          STATION DESCRIPTION
 LW1365
 LW1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1365'1.2 MI W FROM WARWICK.
 LW1365'ABOUT 1.2 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW1365'OVERPASS OVER STATE HIGHWAY 2 AT WARWICK, ON TOP OF A HIGH CUT
 LW1365'BANK, 64.5 FEET NORTHWEST OF THE STATION MARK, 63 1/2 FEET SOUTH
 LW1365'OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 10
 LW1365'FEET SOUTH OF THE NORTH EDGE OF THE CUT, SET IN THE TOP OF A
 LW1365'LARGE MASS OF BEDROCK, 4.1 FEET EAST OF A METAL WITNESS POST
 LW1365'AND ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1365
 LW1365                          STATION RECOVERY (1972)
 LW1365
 LW1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LW1365'MARK RECOVERED IN POOR CONDITION.
 LW1365
 LW1365                          STATION RECOVERY (1987)
 LW1365
 LW1365'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1365'MARK NOT FOUND.
 LW1365
 LW1365                          STATION RECOVERY (1988)
 LW1365
 LW1365'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1366 ***********************************************************************
 LW1366  DESIGNATION -  ANDREWS RM 3
 LW1366  PID         -  LW1366
 LW1366  STATE/COUNTY-  RI/KENT
 LW1366  USGS QUAD   -  CROMPTON (1995)
 LW1366
 LW1366                         *CURRENT SURVEY CONTROL
 LW1366  ___________________________________________________________________
 LW1366* NAD 83(1996)-  41 39 45.96746(N)    071 31 16.60248(W)     ADJUSTED  
 LW1366* NAVD 88     -       117.43   (+/-2cm)     385.3    (feet)  VERTCON   
 LW1366  ___________________________________________________________________
 LW1366  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 LW1366  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW1366
 LW1366  HORZ ORDER  -  FIRST
 LW1366  VERT ORDER  -  ? (See Below)
 LW1366
 LW1366.The horizontal coordinates were established by classical geodetic methods
 LW1366.and adjusted by the National Geodetic Survey in August 1998..
 LW1366
 LW1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW1366.The vertical order pertains to the NGVD 29 superseded value.
 LW1366
 LW1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1366
 LW1366.The geoid height was determined by GEOID03.
 LW1366
 LW1366;                    North         East     Units Scale Factor Converg.
 LW1366;SPC RI       -    64,352.566    98,227.796   MT  0.99999379   -0 00 50.9
 LW1366;SPC RI       -   211,130.04    322,269.03   sFT  0.99999379   -0 00 50.9
 LW1366;UTM  19      - 4,615,406.157   290,086.874   MT  1.00014227   -1 40 35.8
 LW1366
 LW1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1366!SPC RI       -   0.99998629  x   0.99999379  =   0.99998008
 LW1366!UTM  19      -   0.99998629  x   1.00014227  =   1.00012855
 LW1366
 LW1366                          SUPERSEDED SURVEY CONTROL
 LW1366
 LW1366  NAD 83(1996)-  41 39 45.96672(N)    071 31 16.60203(W) AD(       ) 1
 LW1366  NAD 83(1992)-  41 39 45.96606(N)    071 31 16.60171(W) AD(       ) 1
 LW1366  NAD 83(1992)-  41 39 45.96554(N)    071 31 16.60173(W) AD(       ) 1
 LW1366  NAD 83(1986)-  41 39 45.96550(N)    071 31 16.60132(W) AD(       ) 1
 LW1366  NGVD 29 (??/??/92)  117.690  (m)          386.12   (f) ADJ UNCH    ?  
 LW1366
 LW1366.Superseded values are not recommended for survey control.
 LW1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1366.See file dsdata.txt to determine how the superseded data were derived.
 LW1366
 LW1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9008715406(NAD 83)
 LW1366_MARKER: DR = REFERENCE MARK DISK
 LW1366_SETTING: 80 = SET IN A BOULDER
 LW1366_SP_SET: BOULDER
 LW1366_STAMPING: ANDREWS 1969 NO 3 1972
 LW1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1366+STABILITY: SURFACE MOTION
 LW1366
 LW1366  HISTORY     - Date     Condition        Report By
 LW1366  HISTORY     - 1972     MONUMENTED       NGS
 LW1366
 LW1366                          STATION DESCRIPTION
 LW1366
 LW1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LW1366'1.2 MI W FROM WARWICK.
 LW1366'ABOUT 1.2 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE OVERPASS
 LW1366'OVER STATE HIGHWAY 2 AT WARWICK, AT A HIGH, ROCK CUT ON LEFT, 160
 LW1366'FEET SOUTH OF CENTER LINE OF RIGHT-OF-WAY OF HIGHWAY 95, 55 FEET
 LW1366'WEST OF OLD TRACK ROAD, 17.5 FEET SOUTH OF ANDREWS 1969 STATION
 LW1366'MARK, 80.6 FEET WEST OF RM 1, AND CEMENTED IN A DRILL HOLE IN A
 LW1366'20-INCH BOULDER PROJECTING 6 INCHES FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2766 ***********************************************************************
 LW2766  DESIGNATION -  ANGELL
 LW2766  PID         -  LW2766
 LW2766  STATE/COUNTY-  RI/PROVIDENCE
 LW2766  USGS QUAD   -  PAWTUCKET (1975)
 LW2766
 LW2766                         *CURRENT SURVEY CONTROL
 LW2766  ___________________________________________________________________
 LW2766* NAD 83(1996)-  41 56 40.08819(N)    071 25 05.70488(W)     ADJUSTED  
 LW2766* NAVD 88     -        89.6    (meters)     294.     (feet)  VERTCON   
 LW2766  ___________________________________________________________________
 LW2766  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 LW2766  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LW2766
 LW2766  HORZ ORDER  -  FIRST
 LW2766
 LW2766.The horizontal coordinates were established by classical geodetic methods
 LW2766.and adjusted by the National Geodetic Survey in August 1998..
 LW2766
 LW2766.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2766
 LW2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2766
 LW2766.The geoid height was determined by GEOID03.
 LW2766
 LW2766;                    North         East     Units Scale Factor Converg.
 LW2766;SPC RI       -    95,643.676   106,778.781   MT  0.99999432   +0 03 16.7
 LW2766;SPC RI       -   313,790.96    350,323.38   sFT  0.99999432   +0 03 16.7
 LW2766;SPC MA M     -   854,904.714   206,778.649   MT  0.99997449   +0 03 17.7
 LW2766;SPC MA M     - 2,804,799.88    678,406.28   sFT  0.99997449   +0 03 17.7
 LW2766;UTM  19      - 4,646,439.125   299,545.701   MT  1.00009447   -1 37 00.9
 LW2766
 LW2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2766!SPC RI       -   0.99999054  x   0.99999432  =   0.99998486
 LW2766!SPC MA M     -   0.99999054  x   0.99997449  =   0.99996503
 LW2766!UTM  19      -   0.99999054  x   1.00009447  =   1.00008501
 LW2766
 LW2766|---------------------------------------------------------------------|
 LW2766| PID    Reference Object                     Distance      Geod. Az  |
 LW2766|                                                           dddmmss.s |
 LW2766| CB7051 ANGELL RM 1                           7.711 METERS 04812     |
 LW2766| CB7050 ANGELL AZ MK                                       0542229.1 |
 LW2766| LW2750 LONSDALE FIRE TOWER                 APPROX. 5.3 KM 2205112.9 |
 LW2766| CB7052 ANGELL RM 2                           9.504 METERS 22808     |
 LW2766| LW2740 LINCOLN TOWN MUN STANDPIPE          APPROX. 2.5 KM 2290019.8 |
 LW2766| LW5717 LINCOLN MANVILLE WATER TANK         APPROX. 5.6 KM 2965753.0 |
 LW2766| LW3485 WOONSOCKET WATER MT CHAR SPIPE      APPROX. 9.1 KM 3081305.8 |
 LW2766| LW2760 CUMBERLAND HILL WATER CO SPIPE      APPROX. 4.8 KM 3190721.1 |
 LW2766|---------------------------------------------------------------------|
 LW2766
 LW2766                          SUPERSEDED SURVEY CONTROL
 LW2766
 LW2766  NAD 83(1996)-  41 56 40.08816(N)    071 25 05.70487(W) AD(       ) 1
 LW2766  NAD 83(1992)-  41 56 40.08676(N)    071 25 05.70392(W) AD(       ) 1
 LW2766  NAD 83(1992)-  41 56 40.08674(N)    071 25 05.70394(W) AD(       ) 1
 LW2766  NAD 83(1986)-  41 56 40.08582(N)    071 25 05.70322(W) AD(       ) 1
 LW2766  NAD 27      -  41 56 39.72957(N)    071 25 07.49423(W) AD(       ) 1
 LW2766  NGVD 29 (07/19/86)   89.8    (m)          295.     (f) VERT ANG       
 LW2766
 LW2766.Superseded values are not recommended for survey control.
 LW2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2766.See file dsdata.txt to determine how the superseded data were derived.
 LW2766
 LW2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9954646439(NAD 83)
 LW2766_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2766_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2766+STABILITY: SURFACE MOTION
 LW2766
 LW2766  HISTORY     - Date     Condition        Report By
 LW2766  HISTORY     - 1968     MONUMENTED       CGS
 LW2766  HISTORY     - 1987     GOOD             RIGS
 LW2766
 LW2766                          STATION DESCRIPTION
 LW2766
 LW2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2766'STATION IS LOCATED ABOUT 8 MILES NORTH OF CENTER OF DOWNTOWN
 LW2766'PROVIDENCE, 4-1/2 MILES NORTHWEST OF PAWTUCKET, 1 MILE NORTHEAST
 LW2766'OF BERKELEY, 3/4 MILES NORTHEAST OF ASHTON AND ON STATE HIGHWAY
 LW2766'RIGHT-OF-WAY PROPERTY.
 LW2766'
 LW2766'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 116 AND 122 IN
 LW2766'ASHTON, (WHICH IS ABOUT 7-1/2 MILES NORTH OF CENTER OF DOWNTOWN
 LW2766'SECTION OF PROVIDENCE), GO NORTHEAST ON STATE HIGHWAY 116
 LW2766'(ANGELL ROAD) FOR 0.75 MILE TO SUMMIT OF HILL, TWO LARGE OLD
 LW2766'BARNS ON LEFT, A GREY HOUSE ON RIGHT ON HIGH EMBANKMENT AND
 LW2766'STATION ON LEFT AS DESCRIBED.
 LW2766'
 LW2766'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 LW2766'
 LW2766'STATION MARK, STAMPED ANGELL 1968, IS SET 3 INCHES BELOW THE
 LW2766'SURFACE OF THE GROUND.  IT IS ON RIGHT-OF-WAY PROPERTY, 108 FEET
 LW2766'NORTH OF POWER LINE POLE NUMBER 32, 44.5 FEET NORTHWEST OF
 LW2766'CENTER OF STATE HIGHWAY 116, 27 FEET SOUTHWEST OF FENCE CORNER
 LW2766'ON CONCRETE RIGHT-OF-WAY MARKER, 3.5 FEET NORTHEAST OF METAL
 LW2766'WITNESS POST AND 1.5 FEET SOUTHEAST OF FENCE.
 LW2766'
 LW2766'RM 1, STAMPED ANGELL NO 1 1968, IS SET FLUSH WITH THE
 LW2766'GROUND.  IT IS 72.0 FEET WEST OF POWER LINE POLE NUMBER 33, 45.5
 LW2766'FEET NORTHWEST OF CENTER OF STATE HIGHWAY 116 AND 2 FEET
 LW2766'SOUTH OF FENCE CORNER AND CONCRETE RIGHT-OF-WAY MARKER.
 LW2766'
 LW2766'RM 2, STAMPED ANGELL NO 2 1968, IS SET FLUSH WITH THE
 LW2766'GROUND.  IT IS 43.5 FEET NORTHWEST OF CENTER OF STATE HIGHWAY 116,
 LW2766'27.6 FEET SOUTHWEST OF WITNESS POST AND 1 FOOT SOUTHEAST OF FENCE.
 LW2766'
 LW2766'AZ MK, STAMPED ANGELL 1968, IS SET FLUSH WITH THE GROUND.  IT IS
 LW2766'26.5 FEET SOUTHEAST OF CENTER OF STATE HIGHWAY 116, 5 FEET SOUTH
 LW2766'OF MAIL BOX WITH THE NAMES STEVE SZPILLA-M. OVELLETTE AND 2 FEET
 LW2766'SOUTHEAST OF POWER LINE POLE NUMBER 40-1.
 LW2766'
 LW2766'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW2766
 LW2766                          STATION RECOVERY (1987)
 LW2766
 LW2766'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2766'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2766'OBSERVATIONS WERE MADE TO THE RMS AND AZI MARK.
 LW2766'
 LW2766'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2297 ***********************************************************************
 LW2297  DESIGNATION -  ANTHONY 1843
 LW2297  PID         -  LW2297
 LW2297  STATE/COUNTY-  RI/NEWPORT
 LW2297  USGS QUAD   -  FALL RIVER (1979)
 LW2297
 LW2297                         *CURRENT SURVEY CONTROL
 LW2297  ___________________________________________________________________
 LW2297* NAD 83(1996)-  41 38 46.17182(N)    071 13 16.90886(W)     ADJUSTED  
 LW2297* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LW2297  ___________________________________________________________________
 LW2297  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 LW2297  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW2297
 LW2297  HORZ ORDER  -  THIRD
 LW2297
 LW2297.The horizontal coordinates were established by classical geodetic methods
 LW2297.and adjusted by the National Geodetic Survey in August 1998..
 LW2297
 LW2297.The orthometric height was scaled from a topographic map.
 LW2297
 LW2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2297
 LW2297.The geoid height was determined by GEOID03.
 LW2297
 LW2297;                    North         East     Units Scale Factor Converg.
 LW2297;SPC RI       -    62,545.062   123,212.555   MT  1.00000038   +0 11 06.6
 LW2297;SPC RI       -   205,199.92    404,239.86   sFT  1.00000038   +0 11 06.6
 LW2297;SPC MA M     -   821,806.596   223,212.905   MT  1.00001106   +0 11 13.8
 LW2297;SPC MA M     - 2,696,210.47    732,324.34   sFT  1.00001106   +0 11 13.8
 LW2297;UTM  19      - 4,612,874.513   315,010.802   MT  1.00002114   -1 28 35.7
 LW2297
 LW2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2297!SPC RI       -   1.00000234  x   1.00000038  =   1.00000272
 LW2297!SPC MA M     -   1.00000234  x   1.00001106  =   1.00001340
 LW2297!UTM  19      -   1.00000234  x   1.00002114  =   1.00002348
 LW2297
 LW2297:                Primary Azimuth Mark                     Grid Az
 LW2297:SPC RI       -  BRISTOL FERRY LIGHTHOUSE                 263 21 31.9
 LW2297:SPC MA M     -  BRISTOL FERRY LIGHTHOUSE                 263 21 24.7
 LW2297:UTM  19      -  BRISTOL FERRY LIGHTHOUSE                 265 01 14.2
 LW2297
 LW2297|---------------------------------------------------------------------|
 LW2297| PID    Reference Object                     Distance      Geod. Az  |
 LW2297|                                                           dddmmss.s |
 LW2297| LW2357 BRISTOL FERRY LIGHTHOUSE            APPROX. 3.3 KM 2633238.5 |
 LW2297|---------------------------------------------------------------------|
 LW2297
 LW2297                          SUPERSEDED SURVEY CONTROL
 LW2297
 LW2297  NAD 83(1996)-  41 38 46.17174(N)    071 13 16.90887(W) AD(       ) 3
 LW2297  NAD 83(1992)-  41 38 46.17008(N)    071 13 16.90794(W) AD(       ) 3
 LW2297  NAD 83(1992)-  41 38 46.16961(N)    071 13 16.90725(W) AD(       ) 3
 LW2297  NAD 83(1986)-  41 38 46.17010(N)    071 13 16.90556(W) AD(       ) 3
 LW2297  NAD 27      -  41 38 45.79700(N)    071 13 18.73500(W) AD(       ) 3
 LW2297
 LW2297.Superseded values are not recommended for survey control.
 LW2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2297.See file dsdata.txt to determine how the superseded data were derived.
 LW2297
 LW2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1501112875(NAD 83)
 LW2297
 LW2297  HISTORY     - Date     Condition        Report By
 LW2297  HISTORY     - 1843     MONUMENTED       COASUR
 LW2297  HISTORY     - 1917     SEE DESCRIPTION  CGS
 LW2297  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2297  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2297  HISTORY     - 1953     SEE DESCRIPTION  CGS
 LW2297  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2297  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2297  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LW2297
 LW2297                          STATION DESCRIPTION
 LW2297
 LW2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 LW2297'STATION IS ON THE HIGHEST OF A GROUP OF SMALL HILLS IN THE NE
 LW2297'CORNER OF THE ISLAND OF RHODE ISLAND, ABOUT 100 METERS W OF
 LW2297'SAKONNET RIVER AND 1/2 MILE N OF THE RAILROAD BRIDGE AT
 LW2297'TIVERTON.  THE STATION IS NEAR THE MIDDLE OF THE RIDGE FORMING
 LW2297'THE TOP OF THE HILL, AND IS 25 METERS N OF A LARGE BOULDER AND
 LW2297'50 METERS S OF A STONE FENCE.  IT IS MARKED BY A STANDARD DISK
 LW2297'SET IN CONCRETE, AT THE CENTER OF THE TOP OF A TILE, THE TILE
 LW2297'FOOT RESTING ON SOLID ROCK AT A DEPTH OF 16 INCHES BELOW THE
 LW2297'GROUND SURFACE.  THE REFERENCE MARK, A BRASS BOLT 1 INCH IN
 LW2297'DIAMETER SET IN THE ROCK, IS 14.85 METERS (48.72 FEET) S OF
 LW2297'THE STATION.
 LW2297
 LW2297                          STATION RECOVERY (1934)
 LW2297
 LW2297'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2297'STATION RECOVERED AS DESCRIBED.  STATION IS 50.14 FEET SE OF THE
 LW2297'SW CORNER BOARD OF PIAZZA OF COTTAGE, AND 45.72 FEET NE OF NW
 LW2297'CORNER BOARD OF WATER TANK SHED.  THE MARK IS IN GOOD CONDITION.
 LW2297
 LW2297                          STATION RECOVERY (1935)
 LW2297
 LW2297'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2297'STATION WAS FOUND IN EXCELLENT CONDITION AND MARKED AS
 LW2297'DESCRIBED.  IT IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 LW2297'
 LW2297'AT THE DISTANCE GIVEN, THE REFERENCE MARK WOULD BE UNDER A
 LW2297'BUILDING HOUSING A CYLINDRICAL STEEL TANK SET HORIZONTALLY.
 LW2297'
 LW2297'A BOULDER REFERRED TO IN THE DESCRIPTION CAN NOT BE IDENTIFIED.
 LW2297'
 LW2297'THE STONE FENCE IS A DILAPIDATED WALL, BUT EASILY FOUND AT THE
 LW2297'DISTANCE GIVEN.
 LW2297'
 LW2297'THE DESCRIPTION SHOULD BE SUPPLEMENTED AS FOLLOWS--THE STATION
 LW2297'IS E OF A LOW ROAD RUNNING N TO COMMON FENCE POINT AND W OF A
 LW2297'PARALLEL ROAD WHICH RUNS N AND S OVER THE RIDGE.  IT IS 46.7 FEET
 LW2297'S OF A SMALL SHINGLED BUNGALOW STAINED BROWN, AND 45.8 FEET N OF
 LW2297'THE NW CORNER AND 52.6 FEET NW OF THE NE CORNER OF THE ABOVE
 LW2297'REFERRED TO BUILDING OR SHED HOUSING THE STEEL TANK.
 LW2297'
 LW2297'A DRILL HOLE 1-1/2 INCHES IN DIAMETER AND OVER 8 INCHES DEEP IN
 LW2297'A ROCK OUTCROP SHOWING ABOUT 5 FEET BY 2 FEET AND ABOUT FLUSH WITH
 LW2297'THE SURROUNDING GROUND IS 38.3 FEET S OF THE STATION.  A DRILL
 LW2297'HOLE 1/2-INCH IN DIAMETER AND 1-INCH DEEP IN THE SAME OUTCROP
 LW2297'OF ROCK WITH THE 1 1/2-INCH DRILL HOLE AND 4.2 FEET NW OF THE
 LW2297'1 1/2-INCH HOLE IS 35.2 FEET S OF THE STATION.
 LW2297
 LW2297                          STATION RECOVERY (1953)
 LW2297
 LW2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HAP)
 LW2297'STATION WAS FOUND IN EXCELLENT CONDITION AND MARKED AS
 LW2297'DESCRIBED.  REFERENCE MARK APPEARED TO BE LOCATED IN THE SHED
 LW2297'HOUSING THE WATER TANK.  THIS MARK COULD NOT BE RECOVERED.
 LW2297
 LW2297                          STATION RECOVERY (1954)
 LW2297
 LW2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2297'STATION MARK RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK
 LW2297'IS PROBABLY UNDER THE SHED THAT HOUSED THE WATER TANK AS STATED
 LW2297'IN THE RECOVERY NOTES OF 1935.  THE PUBLISHED DESCRIPTION IS
 LW2297'ADEQUATE WITH THE FOLLOWING EXCEPTION--
 LW2297'
 LW2297'THE BROWN-SHINGLED BUNGALOW, TO WHICH THE STATION WAS REFERENCED,
 LW2297'IS NOW RED.  THE STATION MARK IS UNSTAMPED.
 LW2297
 LW2297                          STATION RECOVERY (1956)
 LW2297
 LW2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2297'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 LW2297'CONDITION.  THE BRASS BOLT COULD NOT BE FOUND.  DUE TO LOCAL
 LW2297'CHANGES IN THE AREA A NEW DESCRIPTION FOLLOWS--
 LW2297'
 LW2297'LOCATED ON A HIGH HILL IN THE NE PART OF THE ISLAND OF RHODE
 LW2297'ISLAND ABOUT 3000 FT. S OF ITS N END, ABOUT 135 FT. W OF THE
 LW2297'SECOND ROAD TO THE E OF ANTHONY ROAD (BETWEEN A GREEN BUNGALOW AND
 LW2297'A GRAY SHED HOUSING A WATER TANK), 50.2 FT. SE OF THE SW CORNER OF
 LW2297'A PORCH, 49.7 FT. SW OF THE SE CORNER OF THE BUNGALOW, 52.0 FT.
 LW2297'NW OF THE NE CORNER, AND 44.2 FT. N OF THE NE CORNER OF THE SHED.
 LW2297'A BOULDER NEAR THE NE CORNER OF THE GRAY SHED HAS TWO DRILL
 LW2297'HOLES.  THE 1-1/2-IN. HOLE IS 38.40 FT. (11.703 M.) S OF THE
 LW2297'STATION, AND THE 1/2-IN. HOLE IS 35.26 FT. (10.748 M.) S OF
 LW2297'THE STATION.
 LW2297'
 LW2297'THE STATION IS MARKED BY A STANDARD DISK (UNSTAMPED) SET IN THE
 LW2297'TOP OF A 4-IN. TERRA-COTTA PIPE FILLED WITH CONCRETE, THE TOP OF
 LW2297'WHICH IS 3 IN. UNDERGROUND.
 LW2297
 LW2297                          STATION RECOVERY (1967)
 LW2297
 LW2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS)
 LW2297'NOT RECOVERED.  LAND IN THE VICINITY HAS BEEN GRADED, AND A HOUSE
 LW2297'BUILT BETWEEN SITE OF THE MARK AND THE REFERENCE MARK.  THE WATER
 LW2297'TANK HAS BEEN REMOVED, ONE CONCRETE SUPPORT REMAINING.  BUNGALOW
 LW2297'MENTIONED IN THE EARLIER DESCRIPTIONS IS NOW WHITE.  DISTANCE
 LW2297'MEASURED FROM THE CORNERS OF THIS BUILDING INDICATE THE MARK
 LW2297'SHOULD BE 14 FEET NORTH OF A NEW CHALET BELONGING TO
 LW2297'N.F. ITEM.  NO MARK WAS FOUND BENEATH THE FORMER WATER TANK.
 LW2297'NEW GRASS (LAWN) COVERING THE AREA PREVENTED DIGGING.
 LW2297'
 LW2297'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2297'5 MILES SOUTHWEST OF TIVERTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0125 ***********************************************************************
 LW0125  DESIGNATION -  AP STA B 2
 LW0125  PID         -  LW0125
 LW0125  STATE/COUNTY-  RI/KENT
 LW0125  USGS QUAD   -  EAST GREENWICH (1975)
 LW0125
 LW0125                         *CURRENT SURVEY CONTROL
 LW0125  ___________________________________________________________________
 LW0125* NAD 83(1986)-  41 43 05.     (N)    071 25 55.     (W)     SCALED    
 LW0125* NAVD 88     -        14.814  (meters)      48.60   (feet)  ADJUSTED  
 LW0125  ___________________________________________________________________
 LW0125  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW0125  DYNAMIC HT  -          14.809 (meters)      48.59  (feet)  COMP
 LW0125  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 LW0125
 LW0125  VERT ORDER  -  FIRST     CLASS I
 LW0125
 LW0125.This mark is at Theodore Francis Green State Airport (PVD)
 LW0125
 LW0125.The horizontal coordinates were scaled from a topographic map and have
 LW0125.an estimated accuracy of +/- 6 seconds.
 LW0125
 LW0125.The orthometric height was determined by differential leveling
 LW0125.and adjusted by the National Geodetic Survey in June 1991..
 LW0125
 LW0125.The geoid height was determined by GEOID03.
 LW0125
 LW0125.The dynamic height is computed by dividing the NAVD 88
 LW0125.geopotential number by the normal gravity value computed on the
 LW0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0125.degrees latitude (g = 980.6199 gals.).
 LW0125
 LW0125.The modeled gravity was interpolated from observed gravity values.
 LW0125
 LW0125;                    North         East    Units  Estimated Accuracy
 LW0125;SPC RI       -    70,500.      105,660.      MT  (+/- 180 meters Scaled)
 LW0125
 LW0125                          SUPERSEDED SURVEY CONTROL
 LW0125
 LW0125  NGVD 29 (??/??/92)   15.069  (m)           49.44   (f) ADJ UNCH    1 1
 LW0125
 LW0125.Superseded values are not recommended for survey control.
 LW0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0125.See file dsdata.txt to determine how the superseded data were derived.
 LW0125
 LW0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG976213(NAD 83)
 LW0125_MARKER: DB = BENCH MARK DISK
 LW0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0125_STAMPING: AP STA B 2 1964
 LW0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0125+STABILITY: SURFACE MOTION
 LW0125
 LW0125  HISTORY     - Date     Condition        Report By
 LW0125  HISTORY     - 1964     MONUMENTED       CGS
 LW0125  HISTORY     - 1965     GOOD             NGS
 LW0125  HISTORY     - 1971     GOOD             NGS
 LW0125  HISTORY     - 1975     GOOD             NGS
 LW0125
 LW0125                          STATION DESCRIPTION
 LW0125
 LW0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0125'AT WARWICK.
 LW0125'AT WARWICK, AT THE THEODORE FRANCIS GREEN AIRPORT, AT THE
 LW0125'SOUTHWEST END OF THE NORTHEAST-SOUTHWEST RUNWAY (THE EAST ONE
 LW0125'OF TWO NORTHEAST-SOUTHWEST RUNWAYS), 106 FEET WEST OF BENCH MARK
 LW0125'AP STA B DESCRIBED, 76 FEET NORTHWEST OF THE EXTENDED CENTER
 LW0125'LINE OF RUNWAY, 75 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF TAXI
 LW0125'STRIP NO. 4, ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP OF
 LW0125'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW0125
 LW0125                          STATION RECOVERY (1971)
 LW0125
 LW0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LW0125'RECOVERED IN GOOD CONDITION.
 LW0125
 LW0125                          STATION RECOVERY (1975)
 LW0125
 LW0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LW0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0265 ***********************************************************************
 LW0265  DESIGNATION -  APORT
 LW0265  PID         -  LW0265
 LW0265  STATE/COUNTY-  RI/NEWPORT
 LW0265  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0265
 LW0265                         *CURRENT SURVEY CONTROL
 LW0265  ___________________________________________________________________
 LW0265* NAD 83(1996)-  41 32 04.31634(N)    071 16 55.10210(W)     ADJUSTED  
 LW0265* NAVD 88     -        48.185  (meters)     158.09   (feet)  ADJUSTED  
 LW0265  ___________________________________________________________________
 LW0265  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 LW0265  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW0265  DYNAMIC HT  -          48.169 (meters)     158.03  (feet)  COMP
 LW0265  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 LW0265
 LW0265  HORZ ORDER  -  FIRST
 LW0265  VERT ORDER  -  SECOND    CLASS 0
 LW0265
 LW0265.This mark is at Newport State Airport (2B4)
 LW0265
 LW0265.The horizontal coordinates were established by classical geodetic methods
 LW0265.and adjusted by the National Geodetic Survey in August 1998..
 LW0265
 LW0265.The orthometric height was determined by differential leveling
 LW0265.and adjusted by the National Geodetic Survey in June 1991..
 LW0265
 LW0265.Photographs are available for this station.
 LW0265
 LW0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0265
 LW0265.The geoid height was determined by GEOID03.
 LW0265
 LW0265.The dynamic height is computed by dividing the NAVD 88
 LW0265.geopotential number by the normal gravity value computed on the
 LW0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0265.degrees latitude (g = 980.6199 gals.).
 LW0265
 LW0265.The modeled gravity was interpolated from observed gravity values.
 LW0265
 LW0265;                    North         East     Units Scale Factor Converg.
 LW0265;SPC RI       -    50,132.748   118,194.653   MT  0.99999782   +0 08 40.4
 LW0265;SPC RI       -   164,477.19    387,776.96   sFT  0.99999782   +0 08 40.4
 LW0265;UTM  19      - 4,600,612.341   309,635.270   MT  1.00004598   -1 30 48.8
 LW0265
 LW0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0265!SPC RI       -   0.99999713  x   0.99999782  =   0.99999495
 LW0265!UTM  19      -   0.99999713  x   1.00004598  =   1.00004311
 LW0265
 LW0265:                Primary Azimuth Mark                     Grid Az
 LW0265:SPC RI       -  S PORTSMOUTH NEWPORT STANDPIPE           061 12 47.0
 LW0265:UTM  19      -  S PORTSMOUTH NEWPORT STANDPIPE           062 52 16.2
 LW0265
 LW0265|---------------------------------------------------------------------|
 LW0265| PID    Reference Object                     Distance      Geod. Az  |
 LW0265|                                                           dddmmss.s |
 LW0265| LW2383 S PORTSMOUTH NEWPORT STANDPIPE      APPROX. 1.5 KM 0612127.4 |
 LW0265| LW0264 APORT RM 1                           10.196 METERS 13604     |
 LW0265| LW5739 TBM NEWPORT TP 1                    154.507 METERS 15251     |
 LW0265| LW0263 APORT AZ MK                         APPROX. 0.6 KM 1783644.4 |
 LW0265| LW2439 MEMO 1932                           APPROX. 3.5 KM 2215221.9 |
 LW0265| LW0266 APORT RM 2                           10.939 METERS 32657     |
 LW0265|---------------------------------------------------------------------|
 LW0265
 LW0265                          SUPERSEDED SURVEY CONTROL
 LW0265
 LW0265  NAD 83(1996)-  41 32 04.31598(N)    071 16 55.10169(W) AD(       ) 1
 LW0265  NAD 83(1992)-  41 32 04.31472(N)    071 16 55.10134(W) AD(       ) 1
 LW0265  NAD 83(1992)-  41 32 04.31422(N)    071 16 55.10101(W) AD(       ) 1
 LW0265  NAD 83(1986)-  41 32 04.31438(N)    071 16 55.09951(W) AD(       ) 1
 LW0265  NAD 27      -  41 32 03.94546(N)    071 16 56.91948(W) AD(       ) 1
 LW0265  NGVD 29 (??/??/92)   48.447  (m)          158.95   (f) ADJ UNCH    2 0
 LW0265
 LW0265.Superseded values are not recommended for survey control.
 LW0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0265.See file dsdata.txt to determine how the superseded data were derived.
 LW0265
 LW0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0963500612(NAD 83)
 LW0265_MARKER: DS = TRIANGULATION STATION DISK
 LW0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0265_SP_SET: CONCRETE POST
 LW0265_STAMPING: APORT 1968
 LW0265_MARK LOGO: CGS   
 LW0265_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0265+STABILITY: SURFACE MOTION
 LW0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0265+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LW0265
 LW0265  HISTORY     - Date     Condition        Report By
 LW0265  HISTORY     - 1968     MONUMENTED       CGS
 LW0265  HISTORY     - 1969     GOOD             NGS
 LW0265  HISTORY     - 1985     GOOD             NGS
 LW0265  HISTORY     - 1985     GOOD             NGS
 LW0265  HISTORY     - 19890707 GOOD             RIGS
 LW0265
 LW0265                          STATION DESCRIPTION
 LW0265
 LW0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0265'THE STATION IS LOCATED ABOUT 2-3/4 MILES NORTHEAST OF NEWPORT,
 LW0265'1/2 MILE NORTHEAST OF MIDDLETOWN AND ON PROPERTY OF THE
 LW0265'NEWPORT AIRPARK STATE AIRPORT.
 LW0265'
 LW0265'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 138
 LW0265'AND 114 AT THE NORTH EDGE OF NEWPORT, GO NORTHERLY ON HIGHWAY
 LW0265'138 FOR 1.85 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST
 LW0265'ON FOREST ROAD FOR 0.5 MILE TO A T INTERSECTION.  TURN LEFT AND
 LW0265'GO NORTH ON A PAVED ROAD FOR 0.45 MILE TO THE AIRPORT PARKING
 LW0265'AREA AND THE PASSENGER TERMINAL ON THE RIGHT.  TURN LEFT AND
 LW0265'FOLLOW THE NORTH AND SOUTH RUNWAY NORTH FOR 0.1 MILE TO THE
 LW0265'STATION ON THE RIGHT AS DESCRIBED.
 LW0265'
 LW0265'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 LW0265'
 LW0265'STATION MARK, STAMPED APORT 1968 IS SET FLUSH WITH THE GROUND
 LW0265'SURFACE.  IT IS 263 FEET NORTH OF THE CENTER OF THE RUNWAY, 4.8
 LW0265'FEET SOUTH OF A FENCE AND 4.5 FEET SOUTH OF A METAL WITNESS POST.
 LW0265'
 LW0265'RM 1, STAMPED APORT NO 1 1968 IS SET FLUSH WITH THE GROUND
 LW0265'SURFACE.  IT IS 265 FEET NORTH OF THE CENTER OF THE RUNWAY, 32
 LW0265'FEET EAST OF A METAL WITNESS POST AND 1.5 FEET SOUTH OF A FENCE.
 LW0265'
 LW0265'RM 2, STAMPED APORT NO 2 1968 IS SET FLUSH WITH THE GROUND
 LW0265'SURFACE.  IT IS 266 FEET NORTH OF THE CENTER OF THE RUNWAY,
 LW0265'36.5 FEET WEST OF A METAL WITNESS POST AND 1.4 FEET SOUTH OF
 LW0265'A FENCE.
 LW0265'
 LW0265'AZ MK, STAMPED APORT 1968 IS SET FLUSH WITH THE GROUND
 LW0265'SURFACE.  IT IS 68 FEET EAST OF THE CENTER OF A RUNWAY, 51.5
 LW0265'FEET WEST OF A METAL WITNESS POST AND 51.5 FEET WEST OF A FENCE.
 LW0265'
 LW0265'TO REACH THE AZIMUTH MARK FROM THE AIRPORT PASSENGER TERMINAL,
 LW0265'GO SOUTHEAST ON THE NORTHEAST AND SOUTHWEST RUNWAY FOR 0.25 MILE
 LW0265'TO THE MARK ON THE LEFT SIDE OF THE RUNWAY.
 LW0265'
 LW0265'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW0265
 LW0265                          STATION RECOVERY (1969)
 LW0265
 LW0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0265'AT NEWPORT.
 LW0265'AT THE NEWPORT STATE AIRPORT, ABOUT 0.2 MILE NORTH OF THE AIRPORT
 LW0265'TERMINAL BUILDING, 263 FEET NORTHEAST OF THE CENTER LINE OF THE
 LW0265'NORTHWEST-SOUTHEAST RUNWAY, 276 FEET NORTHWEST ALONG A STEEL
 LW0265'FENCE FROM THE SOUTH CORNER OF THE FENCE, 4.8 FEET SOUTHWEST
 LW0265'OF A STEEL FENCE, 4.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 LW0265'ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP OF A CONCRETE
 LW0265'POST FLUSH WITH THE GROUND.
 LW0265
 LW0265                          STATION RECOVERY (1985)
 LW0265
 LW0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW0265'THE STATION WAS RECOVERED AT THIS DATE.
 LW0265'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LW0265'CONDITION.  THE DISTANCES AND ANGLE BETWEEN THE REFERENCES AGREED
 LW0265'WITH THE 1968 DATA. THE AZIMUTH MARK APPEARED TO HAVE MOVED AFTER
 LW0265'BEING HIT, BUT THE MONUMENT WAS STILL SOLID. A NEW AND COMPLETE
 LW0265'DESCRIPTION FOLLOWS.
 LW0265'
 LW0265'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI)
 LW0265'NORTHEAST OF NEWPORT, 1.1 KM (0.7 MI) SOUTHEAST OF MIDDLETOWN AND
 LW0265'ON THE PROPERTY OF THE NEWPORT STATE AIRPORT.
 LW0265'OWNERSHIP--STATE OF RHODE ISLAND, MR EUGENE ROBERTS AIRPORT
 LW0265'MANAGER, NEWPORT STATE AIRPORT, MIDDLETOWN RI 02840, PHONE
 LW0265'401-846-2200. NOTE-CONTACT AIRPORT MANAGER BEFORE ENTERING AIRPORT.
 LW0265'
 LW0265'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 114 AND
 LW0265'138 AT THE NORTH EDGE OF NEWPORT, GO NORTH ON HIGHWAY 114 FOR 1.6
 LW0265'KM (0.95 MI) TO A PAVED SIDE ROAD RIGHT (FOREST ROAD). TURN RIGHT AND
 LW0265'GO EAST-SOUTHEAST FOR 0.8 KM (0.5 MI) TO A T-ROAD AND THE ENTRANCE TO
 LW0265'THE AIRPORT. TURN LEFT AND GO NORTH FOR 0.75 KM (0.45 MI) ON PAVED
 LW0265'DRIVE TO A CHAIN LINK GATE IN FRONT OF AIRPORT TERMINAL. PROCEED
 LW0265'THROUGH GATE AND TURN LEFT NORTHERLY ALONG TAXIWAY FOR 0.3 KM (0.2
 LW0265'MI) TO RUNWAY 16-34. TURN LEFT ONTO RUNWAY 16 FOR 0.1 KM (0.05 MI)
 LW0265'TO STATION ON RIGHT ON HIGH GROUND.
 LW0265'
 LW0265'THE STATION IS A STANDARD USC+GS DISK
 LW0265'STAMPED---APORT 1968---,
 LW0265'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW0265'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW0265'80.2 METERS (263 FT) NORTHEAST FROM THE CENTER OF RUNWAY 16,
 LW0265'1.46 METERS (4.8 FT) SOUTH FROM A CHAIN LINK FENCE AND
 LW0265'1.37 METERS (4.5 FT) SOUTH FROM A METAL WITNESS POST.
 LW0265'THE UNDERGROUND MARK IS A STANDARD USC+GS DISK
 LW0265'STAMPED---APORT 1968---,
 LW0265'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW0265'
 LW0265'REFERENCE MARK NO. 1 IS A STANDARD USC+GS DISK
 LW0265'STAMPED---APORT NO 1 1968---,
 LW0265'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW0265'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW0265'80.8 METERS (265 FT) NORTHEAST FROM THE CENTER OF RUNWAY 16,
 LW0265'9.75 METERS (32 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 LW0265'0.46 METER (1.5 FT) SOUTHWEST FROM A CHAIN LINK FENCE.
 LW0265'MARK IS LEVEL WITH THE STATION.
 LW0265'
 LW0265'REFERENCE MARK NO. 2 IS A STANDARD USC+GS DISK
 LW0265'STAMPED---APORT NO 2 1968---,
 LW0265'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW0265'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW0265'81.1 METERS (266 FT) NORTHEAST FROM THE CENTER OF RUNWAY 16,
 LW0265'11.13 METERS (36.5 FT) NORTHWEST FROM A METAL WITNESS POST AND
 LW0265'0.43 METER (1.4 FT) SOUTHWEST FROM A CHAIN LINK FENCE.
 LW0265'MARK IS 0.2 METER BELOW THE STATION.
 LW0265'
 LW0265'AZIMUTH MARK NO. 1 IS A STANDARD USC+GS DISK
 LW0265'STAMPED---APORT 1968 AZ MK---,
 LW0265'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW0265'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW0265'23.2 METERS (76.0 FT) WEST FROM A METAL WITNESS POST AND
 LW0265'20.7 METERS (68.0 FT) EAST FROM THE CENTER OF RUNWAY 4.
 LW0265'TO REACH THE AZIMUTH FROM THE GATE IN FRONT OF THE TERMINAL,
 LW0265'TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.1 MI) ON PAVED PARKING AREA
 LW0265'TO RUNWAY 4 AND THE AZIMUTH MARK ON THE EAST SIDE OF RUNWAY 4.
 LW0265'
 LW0265'AN EDM TIE WAS MADE TO APORT 1968 AZ MK AND NEWPORT RUNWAY 16.
 LW0265
 LW0265                          STATION RECOVERY (1985)
 LW0265
 LW0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW0265'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE STATION IS
 LW0265'LOCATED ABOUT 3.6 KM (2.25 MI) NORTHEAST OF NEWPORT, 1.1 KM (0.7 MI)
 LW0265'SOUTHEAST OF MIDDLETOWN AND ON THE PROPERTY OF THE NEWPORT STATE
 LW0265'AIRPORT.  OWNERSHIP--STATE OF RHODE ISLAND, MR EUGENE ROBERTS AIRPORT
 LW0265'MANAGER, NEWPORT STATE AIRPORT, MIDDLETOWN RI 02840, PHONE
 LW0265'401-846-2200. NOTE-CONTACT AIRPORT MANAGER BEFORE ENTERING AIRPORT.
 LW0265'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 114 AND 138
 LW0265'AT THE NORTH EDGE OF NEWPORT, GO NORTH ON HIGHWAY 114 FOR 1.6 KM
 LW0265'(0.95 MI) TO A PAVED SIDE ROAD RIGHT (FOREST ROAD). TURN RIGHT AND GO
 LW0265'EAST-SOUTHEAST FOR 0.8 KM (0.5 MI) TO A T-ROAD AND THE ENTRANCE TO THE
 LW0265'AIRPORT. TURN LEFT AND GO NORTH FOR 0.75 KM (0.45 MI) ON PAVED DRIVE
 LW0265'TO A CHAIN LINK GATE IN FRONT OF AIRPORT TERMINAL. PROCEED THROUGH
 LW0265'GATE AND TURN LEFT NORTHERLY ALONG TAXIWAY FOR 0.3 KM (0.2 MI) TO
 LW0265'RUNWAY 16-34. TURN LEFT ONTO RUNWAY 16 FOR 0.1 KM (0.05 MI) TO STATION
 LW0265'ON RIGHT ON HIGH GROUND.  SET INTO THE TOP OF A ROUND CONCRETE
 LW0265'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 80.2 METERS
 LW0265'(263 FT) NORTHEAST FROM THE CENTER OF RUNWAY 16, 1.46 METERS (4.8 FT)
 LW0265'SOUTH FROM A CHAIN LINK FENCE AND 1.37 METERS (4.5 FT) SOUTH FROM A
 LW0265'METAL WITNESS POST.
 LW0265
 LW0265                          STATION RECOVERY (1989)
 LW0265
 LW0265'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0263 ***********************************************************************
 LW0263  DESIGNATION -  APORT AZ MK
 LW0263  PID         -  LW0263
 LW0263  STATE/COUNTY-  RI/NEWPORT
 LW0263  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0263
 LW0263                         *CURRENT SURVEY CONTROL
 LW0263  ___________________________________________________________________
 LW0263* NAD 83(1996)-  41 31 45.31620(N)    071 16 54.48960(W)     ADJUSTED  
 LW0263* NAVD 88     -        46.018  (meters)     150.98   (feet)  ADJUSTED  
 LW0263  ___________________________________________________________________
 LW0263  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW0263  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW0263  DYNAMIC HT  -          46.003 (meters)     150.93  (feet)  COMP
 LW0263  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 LW0263
 LW0263  HORZ ORDER  -  SECOND
 LW0263  VERT ORDER  -  SECOND    CLASS 0
 LW0263
 LW0263.This mark is at Newport State Airport (2B4)
 LW0263
 LW0263.The horizontal coordinates were established by classical geodetic methods
 LW0263.and adjusted by the National Geodetic Survey in August 1998..
 LW0263
 LW0263.The orthometric height was determined by differential leveling
 LW0263.and adjusted by the National Geodetic Survey in June 1991..
 LW0263.WARNING-Repeat measurements at this control monument indicate possible
 LW0263.vertical movement.
 LW0263
 LW0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0263
 LW0263.The geoid height was determined by GEOID03.
 LW0263
 LW0263.The dynamic height is computed by dividing the NAVD 88
 LW0263.geopotential number by the normal gravity value computed on the
 LW0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0263.degrees latitude (g = 980.6199 gals.).
 LW0263
 LW0263.The modeled gravity was interpolated from observed gravity values.
 LW0263
 LW0263;                    North         East     Units Scale Factor Converg.
 LW0263;SPC RI       -    49,546.611   118,210.332   MT  0.99999783   +0 08 40.8
 LW0263;SPC RI       -   162,554.17    387,828.40   sFT  0.99999783   +0 08 40.8
 LW0263;UTM  19      - 4,600,025.967   309,633.982   MT  1.00004599   -1 30 47.9
 LW0263
 LW0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0263!SPC RI       -   0.99999747  x   0.99999783  =   0.99999530
 LW0263!UTM  19      -   0.99999747  x   1.00004599  =   1.00004346
 LW0263
 LW0263                          SUPERSEDED SURVEY CONTROL
 LW0263
 LW0263  NAD 83(1996)-  41 31 45.31584(N)    071 16 54.48919(W) AD(       ) 2
 LW0263  NAD 83(1992)-  41 31 45.31458(N)    071 16 54.48884(W) AD(       ) 2
 LW0263  NAD 83(1992)-  41 31 45.31408(N)    071 16 54.48852(W) AD(       ) 2
 LW0263  NAD 83(1986)-  41 31 45.31374(N)    071 16 54.48686(W) AD(       ) 2
 LW0263  NAD 27      -  41 31 44.94463(N)    071 16 56.30702(W) AD(       ) 2
 LW0263  NGVD 29 (??/??/92)   46.269  (m)          151.80   (f) ADJ UNCH    2 0
 LW0263
 LW0263.Superseded values are not recommended for survey control.
 LW0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0263.See file dsdata.txt to determine how the superseded data were derived.
 LW0263
 LW0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0963400026(NAD 83)
 LW0263_MARKER: DZ = AZIMUTH MARK DISK
 LW0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0263_SP_SET: CONCRETE POST
 LW0263_STAMPING: APORT 1968
 LW0263_MARK LOGO: CGS   
 LW0263_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0263+STABILITY: SURFACE MOTION
 LW0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0263+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LW0263
 LW0263  HISTORY     - Date     Condition        Report By
 LW0263  HISTORY     - 1985     MONUMENTED       NGS
 LW0263  HISTORY     - 1969     GOOD             NGS
 LW0263  HISTORY     - 1985     POOR             NGS
 LW0263  HISTORY     - 19890707 GOOD             RIGS
 LW0263
 LW0263                          STATION DESCRIPTION
 LW0263
 LW0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW0263'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI)
 LW0263'NORTHEAST OF NEWPORT, 1.1 KM (0.7 MI) SOUTHEAST OF MIDDLETOWN AND
 LW0263'ON THE PROPERTY OF THE NEWPORT STATE AIRPORT.
 LW0263'OWNERSHIP--STATE OF RHODE ISLAND, MR EUGENE ROBERTS AIRPORT
 LW0263'MANAGER, NEWPORT STATE AIRPORT, MIDDLETOWN RI 02840, PHONE
 LW0263'401-886-2200. NOTE-CONTACT AIRPORT MANAGER BEFORE ENTERING AIRPORT.
 LW0263'NOTE-MARK IS TILTED.
 LW0263'
 LW0263'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 114 AND
 LW0263'138 AT THE NORTH EDGE OF NEWPORT, GO NORTH ON HIGHWAY 114 FOR 1.6
 LW0263'KM (0.95 MI) TO A PAVED SIDE ROAD RIGHT (FOREST ROAD).  TURN RIGHT
 LW0263'AND GO EAST-SOUTHEAST FOR 0.8 KM (0.5 MI) TO A T-ROAD AND THE
 LW0263'ENTRANCE TO THE AIRPORT. TURN LEFT AND GO NORTH FOR 0.75 KM (0.45
 LW0263'MI) ON PAVED DRIVE TO A CHAIN LINK GATE IN FRONT OF THE AIRPORT
 LW0263'TERMINAL. PROCEED THROUGH GATE AND TURN RIGHT, SOUTH FOR 0.2 KM (
 LW0263'0.1 MI) TO RUNWAY 4 AND THE MARK AS DESCRIBED.
 LW0263'
 LW0263'THE STATION IS A STANDARD USC+GS DISK
 LW0263'STAMPED---APORT 1968 AZ MK---,
 LW0263'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW0263'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW0263'23.2 METERS (76.0 FT) WEST FROM A METAL WITNESS POST AND
 LW0263'20.7 METERS (68.0 FT) EAST FROM THE CENTER OF RUNWAY 4.
 LW0263'
 LW0263'AN EDM TIE WAS TO APORT 1968, NEWPORT RUNWAY 4, AND NEWPORT RUNWAY
 LW0263'34.
 LW0263
 LW0263                          STATION RECOVERY (1969)
 LW0263
 LW0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0263'AT NEWPORT STATE AIRPORT.
 LW0263'AT NEWPORT STATE AIRPORT, ABOUT 0.25 MILE SOUTH AND ACROSS A TAXI
 LW0263'STRIP AND THE NORTHEAST-SOUTHWEST RUNWAY FROM THE PASSENGER TERMINAL,
 LW0263'68 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST
 LW0263'RUNWAY, 51.5 FEET NORTHWEST OF A STEEL FENCE AND A METAL WITNESS
 LW0263'POST, ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP OF A CONCRETE
 LW0263'POST FLUSH WITH THE GROUND.
 LW0263
 LW0263                          STATION RECOVERY (1985)
 LW0263
 LW0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW0263'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE STATION IS
 LW0263'LOCATED ABOUT 3.6 KM (2.25 MI) NORTHEAST OF NEWPORT, 1.1 KM (0.7 MI)
 LW0263'SOUTHEAST OF MIDDLETOWN AND ON THE PROPERTY OF THE NEWPORT STATE
 LW0263'AIRPORT.  OWNERSHIP--STATE OF RHODE ISLAND, MR EUGENE ROBERTS AIRPORT
 LW0263'MANAGER, NEWPORT STATE AIRPORT, MIDDLETOWN RI 02840, PHONE
 LW0263'401-886-2200. NOTE-CONTACT AIRPORT MANAGER BEFORE ENTERING AIRPORT.
 LW0263'NOTE-MARK IS TILTED.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 LW0263'HIGHWAYS 114 AND 138 AT THE NORTH EDGE OF NEWPORT, GO NORTH ON HIGHWAY
 LW0263'114 FOR 1.6 KM (0.95 MI) TO A PAVED SIDE ROAD RIGHT (FOREST ROAD).
 LW0263'TURN RIGHT AND GO EAST-SOUTHEAST FOR 0.8 KM (0.5 MI) TO A T-ROAD AND
 LW0263'THE ENTRANCE TO THE AIRPORT. TURN LEFT AND GO NORTH FOR 0.75 KM (0.45
 LW0263'MI) ON PAVED DRIVE TO A CHAIN LINK GATE IN FRONT OF THE AIRPORT
 LW0263'TERMINAL. PROCEED THROUGH GATE AND TURN RIGHT, SOUTH FOR 0.2 KM (
 LW0263'0.1 MI) TO RUNWAY 4 AND THE MARK AS DESCRIBED.  STAMPED---APORT 1968
 LW0263'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LW0263'DIAMETER FLUSH WITH GROUND.  LOCATED 23.2 METERS (76.0 FT) WEST FROM A
 LW0263'METAL WITNESS POST AND 20.7 METERS (68.0 FT) EAST FROM THE CENTER OF
 LW0263'RUNWAY 4.
 LW0263
 LW0263                          STATION RECOVERY (1989)
 LW0263
 LW0263'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0264 ***********************************************************************
 LW0264  DESIGNATION -  APORT RM 1
 LW0264  PID         -  LW0264
 LW0264  STATE/COUNTY-  RI/NEWPORT
 LW0264  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0264
 LW0264                         *CURRENT SURVEY CONTROL
 LW0264  ___________________________________________________________________
 LW0264* NAD 83(1986)-  41 32 04.     (N)    071 16 55.     (W)     SCALED    
 LW0264* NAVD 88     -        48.198  (meters)     158.13   (feet)  ADJUSTED  
 LW0264  ___________________________________________________________________
 LW0264  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW0264  DYNAMIC HT  -          48.182 (meters)     158.08  (feet)  COMP
 LW0264  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 LW0264
 LW0264  VERT ORDER  -  SECOND    CLASS 0
 LW0264
 LW0264.This mark is at Newport State Airport (2B4)
 LW0264
 LW0264.The horizontal coordinates were scaled from a topographic map and have
 LW0264.an estimated accuracy of +/- 6 seconds.
 LW0264
 LW0264.The orthometric height was determined by differential leveling
 LW0264.and adjusted by the National Geodetic Survey in June 1991..
 LW0264.WARNING-Repeat measurements at this control monument indicate possible
 LW0264.vertical movement.
 LW0264
 LW0264.The geoid height was determined by GEOID03.
 LW0264
 LW0264.The dynamic height is computed by dividing the NAVD 88
 LW0264.geopotential number by the normal gravity value computed on the
 LW0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0264.degrees latitude (g = 980.6199 gals.).
 LW0264
 LW0264.The modeled gravity was interpolated from observed gravity values.
 LW0264
 LW0264;                    North         East    Units  Estimated Accuracy
 LW0264;SPC RI       -    50,120.      118,200.      MT  (+/- 180 meters Scaled)
 LW0264
 LW0264                          SUPERSEDED SURVEY CONTROL
 LW0264
 LW0264  NGVD 29 (??/??/92)   48.459  (m)          158.99   (f) ADJ UNCH    2 0
 LW0264
 LW0264.Superseded values are not recommended for survey control.
 LW0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0264.See file dsdata.txt to determine how the superseded data were derived.
 LW0264
 LW0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG096006(NAD 83)
 LW0264_MARKER: DR = REFERENCE MARK DISK
 LW0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0264_STAMPING: APORT NO 1 1968
 LW0264_MARK LOGO: CGS   
 LW0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0264+STABILITY: SURFACE MOTION
 LW0264
 LW0264  HISTORY     - Date     Condition        Report By
 LW0264  HISTORY     - 1968     MONUMENTED       CGS
 LW0264  HISTORY     - 1969     GOOD             NGS
 LW0264  HISTORY     - 1985     GOOD             NGS
 LW0264
 LW0264                          STATION DESCRIPTION
 LW0264
 LW0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0264'AT NEWPORT STATE AIRPORT.
 LW0264'AT THE NEWPORT STATE AIRPORT, ABOUT 0.2 MILE NORTH OF THE AIRPORT
 LW0264'TERMINAL BUILDING, 265 FEET NORTHEAST OF THE CENTER LINE OF THE
 LW0264'NORTHWEST-SOUTHEAST RUNWAY, 33.5 FEET SOUTHEAST OF THE STATION
 LW0264'MARK DESCRIBED, 1.5 FEET SOUTHWEST OF A STEEL FENCE, 68.7 FEET
 LW0264'SOUTHEAST OF RM 2 DESCRIBED, 32 FEET SOUTHEAST OF A METAL WITNESS
 LW0264'POST, ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP OF A CONCRETE
 LW0264'POST FLUSH WITH THE GROUND.
 LW0264
 LW0264                          STATION RECOVERY (1985)
 LW0264
 LW0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0266 ***********************************************************************
 LW0266  DESIGNATION -  APORT RM 2
 LW0266  PID         -  LW0266
 LW0266  STATE/COUNTY-  RI/NEWPORT
 LW0266  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0266
 LW0266                         *CURRENT SURVEY CONTROL
 LW0266  ___________________________________________________________________
 LW0266* NAD 83(1986)-  41 32 04.     (N)    071 16 55.     (W)     SCALED    
 LW0266* NAVD 88     -        47.693  (meters)     156.47   (feet)  ADJUSTED  
 LW0266  ___________________________________________________________________
 LW0266  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW0266  DYNAMIC HT  -          47.678 (meters)     156.42  (feet)  COMP
 LW0266  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 LW0266
 LW0266  VERT ORDER  -  SECOND    CLASS 0
 LW0266
 LW0266.This mark is at Newport State Airport (2B4)
 LW0266
 LW0266.The horizontal coordinates were scaled from a topographic map and have
 LW0266.an estimated accuracy of +/- 6 seconds.
 LW0266
 LW0266.The orthometric height was determined by differential leveling
 LW0266.and adjusted by the National Geodetic Survey in June 1991..
 LW0266.WARNING-Repeat measurements at this control monument indicate possible
 LW0266.vertical movement.
 LW0266
 LW0266.The geoid height was determined by GEOID03.
 LW0266
 LW0266.The dynamic height is computed by dividing the NAVD 88
 LW0266.geopotential number by the normal gravity value computed on the
 LW0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0266.degrees latitude (g = 980.6199 gals.).
 LW0266
 LW0266.The modeled gravity was interpolated from observed gravity values.
 LW0266
 LW0266;                    North         East    Units  Estimated Accuracy
 LW0266;SPC RI       -    50,120.      118,200.      MT  (+/- 180 meters Scaled)
 LW0266
 LW0266                          SUPERSEDED SURVEY CONTROL
 LW0266
 LW0266  NGVD 29 (??/??/92)   47.952  (m)          157.32   (f) ADJ UNCH    2 0
 LW0266
 LW0266.Superseded values are not recommended for survey control.
 LW0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0266.See file dsdata.txt to determine how the superseded data were derived.
 LW0266
 LW0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG096006(NAD 83)
 LW0266_MARKER: DR = REFERENCE MARK DISK
 LW0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0266_STAMPING: APORT NO 2 1968
 LW0266_MARK LOGO: CGS   
 LW0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0266+STABILITY: SURFACE MOTION
 LW0266
 LW0266  HISTORY     - Date     Condition        Report By
 LW0266  HISTORY     - 1968     MONUMENTED       CGS
 LW0266  HISTORY     - 1969     GOOD             NGS
 LW0266  HISTORY     - 1985     GOOD             NGS
 LW0266
 LW0266                          STATION DESCRIPTION
 LW0266
 LW0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0266'AT NEWPORT STATE AIRPORT.
 LW0266'AT THE NEWPORT STATE AIRPORT, ABOUT 0.2 MILE NORTH OF THE AIRPORT
 LW0266'TERMINAL BUILDING, 266 FEET NORTHEAST OF THE CENTER LINE OF THE
 LW0266'NORTHWEST-SOUTHEAST RUNWAY, 1.4 FEET SOUTHWEST OF A STEEL FENCE,
 LW0266'35.9 FEET NORTHWEST OF THE STATION MARK DESCRIBED, 68.7 FEET
 LW0266'NORTHWEST OF RM 1 DESCRIBED, 36.5 FEET NORTHWEST OF A METAL
 LW0266'WITNESS POST, ABOUT LEVEL WITH THE RUNWAY, SET IN THE TOP OF A
 LW0266'CONCRETE POST FLUSH WITH THE GROUND.
 LW0266
 LW0266                          STATION RECOVERY (1985)
 LW0266
 LW0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2581 ***********************************************************************
 LW2581  DESIGNATION -  APPONAUG ANCHOR REALTY CO TANK
 LW2581  PID         -  LW2581
 LW2581  STATE/COUNTY-  RI/KENT
 LW2581  USGS QUAD   -  EAST GREENWICH (1975)
 LW2581
 LW2581                         *CURRENT SURVEY CONTROL
 LW2581  ___________________________________________________________________
 LW2581* NAD 83(1996)-  41 42 00.91657(N)    071 27 40.27855(W)     ADJUSTED  
 LW2581* NAVD 88     -                                                        
 LW2581  ___________________________________________________________________
 LW2581  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 LW2581  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW2581
 LW2581  HORZ ORDER  -  THIRD
 LW2581
 LW2581.The horizontal coordinates were established by classical geodetic methods
 LW2581.and adjusted by the National Geodetic Survey in August 1998..
 LW2581
 LW2581
 LW2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2581
 LW2581.The geoid height was determined by GEOID03.
 LW2581
 LW2581;                    North         East     Units Scale Factor Converg.
 LW2581;SPC RI       -    68,516.495   103,230.590   MT  0.99999388   +0 01 32.9
 LW2581;SPC RI       -   224,791.20    338,682.36   sFT  0.99999388   +0 01 32.9
 LW2581;UTM  19      - 4,619,423.686   295,209.098   MT  1.00011612   -1 38 16.2
 LW2581
 LW2581                          SUPERSEDED SURVEY CONTROL
 LW2581
 LW2581  NAD 83(1996)-  41 42 00.91600(N)    071 27 40.27816(W) AD(       ) 4
 LW2581  NAD 83(1992)-  41 42 00.91514(N)    071 27 40.27773(W) AD(       ) 4
 LW2581  NAD 83(1992)-  41 42 00.91472(N)    071 27 40.27770(W) AD(       ) 4
 LW2581  NAD 83(1986)-  41 42 00.91466(N)    071 27 40.27706(W) AD(       ) 4
 LW2581  NAD 27      -  41 42 00.55103(N)    071 27 42.06593(W) AD(       ) 3
 LW2581
 LW2581.Superseded values are not recommended for survey control.
 LW2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2581.See file dsdata.txt to determine how the superseded data were derived.
 LW2581
 LW2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9520919424(NAD 83)
 LW2581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2581+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 LW2581
 LW2581  HISTORY     - Date     Condition        Report By
 LW2581  HISTORY     - 1968     MONUMENTED       CGS
 LW2581  HISTORY     - 19940901 GOOD             USPSQD
 LW2581  HISTORY     - 20050125 GOOD             USPSQD
 LW2581
 LW2581                          STATION DESCRIPTION
 LW2581
 LW2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2581'THE STATION, APPONAUG ANCHOR REALTY COMPANY WATER TANK, IS THE
 LW2581'TOP CENTER OF A SILVER CYLINDRICAL TANK WHICH IS SUPPORTED BY
 LW2581'4 STEEL LEGS AND IS ABOUT 90 FEET IN HEIGHT.
 LW2581'
 LW2581'THE STATION IS LOCATED ABOUT 0.05 MILE NORTHWEST OF THE
 LW2581'INTERSECTION OF U.S. HIGHWAY 1 (GREENWICH STREET) AND STATE
 LW2581'HIGHWAY 117 (CENTERVILLE STREET) IN THE CENTER OF APPONAUG.
 LW2581
 LW2581                          STATION RECOVERY (1994)
 LW2581
 LW2581'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2581'RECOVERED IN GOOD CONDITION.
 LW2581
 LW2581                          STATION RECOVERY (2005)
 LW2581
 LW2581'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW2581'TANK IS PAINTED DARK RED WITH THE LETTERS WARWICK PAINTED IN WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2582 ***********************************************************************
 LW2582  DESIGNATION -  APPONAUG COURTHOUSE CUPOLA
 LW2582  PID         -  LW2582
 LW2582  STATE/COUNTY-  RI/KENT
 LW2582  USGS QUAD   -  EAST GREENWICH (1975)
 LW2582
 LW2582                         *CURRENT SURVEY CONTROL
 LW2582  ___________________________________________________________________
 LW2582* NAD 83(1996)-  41 41 57.05615(N)    071 27 30.94214(W)     ADJUSTED  
 LW2582* NAVD 88     -                                                        
 LW2582  ___________________________________________________________________
 LW2582  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 LW2582  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW2582
 LW2582  HORZ ORDER  -  THIRD
 LW2582
 LW2582.The horizontal coordinates were established by classical geodetic methods
 LW2582.and adjusted by the National Geodetic Survey in August 1998..
 LW2582
 LW2582
 LW2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2582
 LW2582.The geoid height was determined by GEOID03.
 LW2582
 LW2582;                    North         East     Units Scale Factor Converg.
 LW2582;SPC RI       -    68,397.494   103,446.520   MT  0.99999390   +0 01 39.2
 LW2582;SPC RI       -   224,400.78    339,390.79   sFT  0.99999390   +0 01 39.2
 LW2582;UTM  19      - 4,619,298.451   295,421.508   MT  1.00011505   -1 38 09.9
 LW2582
 LW2582                          SUPERSEDED SURVEY CONTROL
 LW2582
 LW2582  NAD 83(1996)-  41 41 57.05554(N)    071 27 30.94187(W) AD(       ) 4
 LW2582  NAD 83(1992)-  41 41 57.05474(N)    071 27 30.94127(W) AD(       ) 4
 LW2582  NAD 83(1992)-  41 41 57.05429(N)    071 27 30.94132(W) AD(       ) 4
 LW2582  NAD 83(1986)-  41 41 57.05435(N)    071 27 30.94045(W) AD(       ) 4
 LW2582  NAD 27      -  41 41 56.68997(N)    071 27 32.73149(W) AD(       ) 3
 LW2582
 LW2582.Superseded values are not recommended for survey control.
 LW2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2582.See file dsdata.txt to determine how the superseded data were derived.
 LW2582
 LW2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9542219298(NAD 83)
 LW2582_MARKER: 86 = CUPOLA
 LW2582_SETTING: 0 = UNSPECIFIED SETTING
 LW2582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2582+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 LW2582
 LW2582  HISTORY     - Date     Condition        Report By
 LW2582  HISTORY     - UNK      FIRST OBSERVED
 LW2582  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2582  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2582  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LW2582  HISTORY     - 1986     GOOD             RIGS
 LW2582  HISTORY     - 19940901 GOOD             USPSQD
 LW2582  HISTORY     - 20050125 GOOD             USPSQD
 LW2582
 LW2582                          STATION DESCRIPTION
 LW2582
 LW2582'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2582'THE WARWICK TOWN HALL WAS BUILT IN 1893 ON THE N SIDE OF MAIN
 LW2582'STREET E OF THE ROAD TO PONTIAC, AND NW OF THE WARWICK CENTRAL
 LW2582'BAPTIST CHURCH.
 LW2582'
 LW2582'SINCE WARWICK BECAME A CITY, THE BUILDING HAS BEEN KNOWN AS
 LW2582'THE CITY HALL.
 LW2582'
 LW2582'SO FAR AS I CAN DETERMINE, IT IS THE ONLY BUILDING IN
 LW2582'APPONAUG, IN WHICH A COURT SITS.
 LW2582
 LW2582                          STATION RECOVERY (1963)
 LW2582
 LW2582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2582'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A TWO-STORY BRICK
 LW2582'BUILDING, THE WARWICK CITY HALL.  A SQUARE BRICK TOWER WITH
 LW2582'CLOCK FACES RISES ABOVE THE BUILDING, SUPPORTING AN OPEN
 LW2582'BELFRY, A DOMED ROOF, AND AN IRON ROD WITH WIND VANE AND
 LW2582'CARDINAL POINTS.
 LW2582
 LW2582                          STATION RECOVERY (1975)
 LW2582
 LW2582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PDC)
 LW2582'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LW2582'
 LW2582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2582'IN WARWICK.
 LW2582
 LW2582                          STATION RECOVERY (1986)
 LW2582
 LW2582'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2582'THE STATION WAS RECOVERED AT THIS DATE.
 LW2582'
 LW2582'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2582
 LW2582                          STATION RECOVERY (1994)
 LW2582
 LW2582'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2582'RECOVERED IN GOOD CONDITION.
 LW2582
 LW2582                          STATION RECOVERY (2005)
 LW2582
 LW2582'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW2582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2583 ***********************************************************************
 LW2583  DESIGNATION -  APPONAUG SPIRE
 LW2583  PID         -  LW2583
 LW2583  STATE/COUNTY-  RI/KENT
 LW2583  USGS QUAD   -  EAST GREENWICH (1975)
 LW2583
 LW2583                         *CURRENT SURVEY CONTROL
 LW2583  ___________________________________________________________________
 LW2583* NAD 83(1996)-  41 41 55.68330(N)    071 27 28.37406(W)     ADJUSTED  
 LW2583* NAVD 88     -                                                        
 LW2583  ___________________________________________________________________
 LW2583  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 LW2583  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW2583
 LW2583  HORZ ORDER  -  THIRD
 LW2583
 LW2583.The horizontal coordinates were established by classical geodetic methods
 LW2583.and adjusted by the National Geodetic Survey in August 1998..
 LW2583
 LW2583
 LW2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2583
 LW2583.The geoid height was determined by GEOID03.
 LW2583
 LW2583;                    North         East     Units Scale Factor Converg.
 LW2583;SPC RI       -    68,355.168   103,505.920   MT  0.99999390   +0 01 40.9
 LW2583;SPC RI       -   224,261.91    339,585.67   sFT  0.99999390   +0 01 40.9
 LW2583;UTM  19      - 4,619,254.413   295,479.661   MT  1.00011476   -1 38 08.1
 LW2583
 LW2583                          SUPERSEDED SURVEY CONTROL
 LW2583
 LW2583  NAD 83(1996)-  41 41 55.68287(N)    071 27 28.37397(W) AD(       ) 4
 LW2583  NAD 83(1992)-  41 41 55.68190(N)    071 27 28.37319(W) AD(       ) 4
 LW2583  NAD 83(1992)-  41 41 55.68117(N)    071 27 28.37321(W) AD(       ) 4
 LW2583  NAD 83(1986)-  41 41 55.68159(N)    071 27 28.37257(W) AD(       ) 4
 LW2583  NAD 27      -  41 41 55.31000(N)    071 27 30.18000(W) AD(       ) 3
 LW2583
 LW2583.Superseded values are not recommended for survey control.
 LW2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2583.See file dsdata.txt to determine how the superseded data were derived.
 LW2583
 LW2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9548019254(NAD 83)
 LW2583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2583+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 LW2583
 LW2583  HISTORY     - Date     Condition        Report By
 LW2583  HISTORY     - UNK      MONUMENTED
 LW2583  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2583  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2583  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LW2583  HISTORY     - 19940901 GOOD             USPSQD
 LW2583  HISTORY     - 20050125 GOOD             USPSQD
 LW2583
 LW2583                          STATION DESCRIPTION
 LW2583
 LW2583'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2583'THE WARWICK CENTRAL BAPTIST CHURCH WAS BUILT IN 1834, AND STANDS
 LW2583'ON THE S SIDE OF MAIN STREET, ABOUT 0.1 MILE E OF BROAD STREET
 LW2583'(STATE HIGHWAY 1 TO EAST GREENWICH).
 LW2583'
 LW2583'THE SQUARE TOWER IS SURMOUNTED WITH AN OCTAGONAL BELFRY AND
 LW2583'THAT IN TURN BY A SPIRE.  ON TOP OF THE SPIRE IS A WEATHERVANE.
 LW2583'
 LW2583'A DEACON OF THE CHURCH STATES THAT THE SPIRE WAS ONCE HIT BY
 LW2583'LIGHTNING, AND PARTIALLY DESTROYED, BUT WAS RESTORED IN ITS
 LW2583'ORIGINAL FORM.
 LW2583
 LW2583                          STATION RECOVERY (1963)
 LW2583
 LW2583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2583'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ACROSS MAIN STREET
 LW2583'FROM THE WARWICK CITY HALL.
 LW2583
 LW2583                          STATION RECOVERY (1964)
 LW2583
 LW2583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 LW2583'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 LW2583'IS ADEQUATE AND COMPLETE FOR RECOVERY.
 LW2583
 LW2583                          STATION RECOVERY (1994)
 LW2583
 LW2583'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2583'RECOVERED IN GOOD CONDITION.
 LW2583
 LW2583                          STATION RECOVERY (2005)
 LW2583
 LW2583'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW2583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2584 ***********************************************************************
 LW2584  DESIGNATION -  APPONAUG YELLOW CHIMNEY
 LW2584  PID         -  LW2584
 LW2584  STATE/COUNTY-  RI/KENT
 LW2584  USGS QUAD   -  EAST GREENWICH (1975)
 LW2584
 LW2584                         *CURRENT SURVEY CONTROL
 LW2584  ___________________________________________________________________
 LW2584* NAD 83(1996)-  41 41 59.16325(N)    071 27 40.39621(W)     ADJUSTED  
 LW2584* NAVD 88     -                                                        
 LW2584  ___________________________________________________________________
 LW2584  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 LW2584  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW2584
 LW2584  HORZ ORDER  -  THIRD
 LW2584
 LW2584.The horizontal coordinates were established by classical geodetic methods
 LW2584.and adjusted by the National Geodetic Survey in August 1998..
 LW2584
 LW2584
 LW2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2584
 LW2584.The geoid height was determined by GEOID03.
 LW2584
 LW2584;                    North         East     Units Scale Factor Converg.
 LW2584;SPC RI       -    68,462.401   103,227.894   MT  0.99999388   +0 01 32.9
 LW2584;SPC RI       -   224,613.73    338,673.52   sFT  0.99999388   +0 01 32.9
 LW2584;UTM  19      - 4,619,369.686   295,204.832   MT  1.00011614   -1 38 16.2
 LW2584
 LW2584                          SUPERSEDED SURVEY CONTROL
 LW2584
 LW2584  NAD 83(1996)-  41 41 59.16255(N)    071 27 40.39594(W) AD(       ) 4
 LW2584  NAD 83(1992)-  41 41 59.16186(N)    071 27 40.39532(W) AD(       ) 4
 LW2584  NAD 83(1992)-  41 41 59.16125(N)    071 27 40.39529(W) AD(       ) 4
 LW2584  NAD 83(1986)-  41 41 59.16163(N)    071 27 40.39469(W) AD(       ) 4
 LW2584  NAD 27      -  41 41 58.75900(N)    071 27 42.20600(W) AD(       ) 3
 LW2584
 LW2584.Superseded values are not recommended for survey control.
 LW2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2584.See file dsdata.txt to determine how the superseded data were derived.
 LW2584
 LW2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9520519370(NAD 83)
 LW2584
 LW2584  HISTORY     - Date     Condition        Report By
 LW2584  HISTORY     - UNK      MONUMENTED
 LW2584  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2584  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LW2584  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2584
 LW2584                          STATION DESCRIPTION
 LW2584
 LW2584'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2584'THIS IS, WITHOUT QUESTION, THE ROUND YELLOW BRICK STACK OF
 LW2584'THE APPONAUG COMPANY BUILT IN 1907.
 LW2584'
 LW2584'THE APPONAUG COMPANYS BLEACHERY IS LOCATED ON THE N SIDE OF MAIN
 LW2584'STREET (STATE HIGHWAY 117 FROM APPONAUG W TO THE PAWTUXET VALLEY)
 LW2584'AND W OF THE ROAD TO PONTIAC (STATE HIGHWAY 10).
 LW2584
 LW2584                          STATION RECOVERY (1964)
 LW2584
 LW2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 LW2584'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 LW2584'IS ADEQUATE FOR RECOVERY.
 LW2584
 LW2584                          STATION RECOVERY (1994)
 LW2584
 LW2584'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3566 ***********************************************************************
 LW3566  DESIGNATION -  ARCADIA
 LW3566  PID         -  LW3566
 LW3566  STATE/COUNTY-  RI/KENT
 LW3566  USGS QUAD   -  VOLUNTOWN (1975)
 LW3566
 LW3566                         *CURRENT SURVEY CONTROL
 LW3566  ___________________________________________________________________
 LW3566* NAD 83(1996)-  41 36 26.25053(N)    071 46 23.65826(W)     ADJUSTED  
 LW3566* NAVD 88     -       170.7    (meters)     560.     (feet)  VERTCON   
 LW3566  ___________________________________________________________________
 LW3566  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 LW3566  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LW3566
 LW3566  HORZ ORDER  -  FIRST
 LW3566
 LW3566.The horizontal coordinates were established by classical geodetic methods
 LW3566.and adjusted by the National Geodetic Survey in August 1998..
 LW3566
 LW3566.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3566
 LW3566.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3566
 LW3566.The geoid height was determined by GEOID03.
 LW3566
 LW3566;                    North         East     Units Scale Factor Converg.
 LW3566;SPC RI       -    58,226.837    77,223.467   MT  1.00000013   -0 10 53.2
 LW3566;SPC RI       -   191,032.55    253,357.32   sFT  1.00000013   -0 10 53.2
 LW3566;SPC CT       -   238,815.360   386,218.670   MT  0.99998396   +0 38 51.5
 LW3566;SPC CT       -   783,513.39  1,267,119.09   sFT  0.99998396   +0 38 51.5
 LW3566;UTM  19      - 4,609,890.959   268,909.453   MT  1.00025723   -1 50 32.3
 LW3566
 LW3566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3566!SPC RI       -   0.99997796  x   1.00000013  =   0.99997809
 LW3566!SPC CT       -   0.99997796  x   0.99998396  =   0.99996192
 LW3566!UTM  19      -   0.99997796  x   1.00025723  =   1.00023519
 LW3566
 LW3566|---------------------------------------------------------------------|
 LW3566| PID    Reference Object                     Distance      Geod. Az  |
 LW3566|                                                           dddmmss.s |
 LW3566| CB7053 ARCADIA RM 1                         24.482 METERS 06159     |
 LW3566| LW3567 ESCOHEAG FIRE TOWER                  17.387 METERS 13245     |
 LW3566| CB7055 ARCADIA RM 3                         74.703 METERS 16952     |
 LW3566| CB7054 ARCADIA RM 2                         20.191 METERS 23034     |
 LW3566| LW3542 ORR                                 APPROX. 7.4 KM 3291912.4 |
 LW3566|---------------------------------------------------------------------|
 LW3566
 LW3566                          SUPERSEDED SURVEY CONTROL
 LW3566
 LW3566  NAD 83(1992)-  41 36 26.24931(N)    071 46 23.65756(W) AD(       ) 1
 LW3566  NAD 83(1986)-  41 36 26.24870(N)    071 46 23.65784(W) AD(       ) 1
 LW3566  NAD 27      -  41 36 25.88899(N)    071 46 25.40724(W) AD(       ) 1
 LW3566  NGVD 29 (07/19/86)  171.0    (m)          561.     (f) VERT ANG       
 LW3566
 LW3566.Superseded values are not recommended for survey control.
 LW3566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3566.See file dsdata.txt to determine how the superseded data were derived.
 LW3566
 LW3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6890909891(NAD 83)
 LW3566_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3566+STABILITY: SURFACE MOTION
 LW3566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3566+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2003
 LW3566
 LW3566  HISTORY     - Date     Condition        Report By
 LW3566  HISTORY     - 1969     MONUMENTED       CGS
 LW3566  HISTORY     - 20031224 GOOD             INDIV
 LW3566
 LW3566                          STATION DESCRIPTION
 LW3566
 LW3566'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3566'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF LEWIS CITY,
 LW3566'2 MILES NORTH OF THE ESCOHEAG POST OFFICE, AT THE SITE OF
 LW3566'ESCOHEAG FIRE TOWER AND ON STATE OWNED LAND.
 LW3566'
 LW3566'TO REACH THE STATION FROM THE ESCOHEAG POST OFFICE, GO
 LW3566'NORTHERLY ON ESCOHEAG HILL ROAD FOR 1.75 MILES TO THE ESCOHEAG
 LW3566'CHURCH ON THE LEFT.  CONTINUE NORTH AND NORTHWESTERLY ON
 LW3566'ESCOHEAG HILL ROAD FOR 0.85 MILE TO A CEMETERY ON THE RIGHT
 LW3566'AND THE STATION AND ESCOHEAG FIRE TOWER ON THE LEFT.
 LW3566'
 LW3566'STATION MARK, A STANDARD DISK STAMPED ARCADIA 1969 IS SET IN
 LW3566'A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 LW3566'SURFACE.  IT IS 70.5 FEET WEST OF A POWER POLE, 40.5 FEET NORTH
 LW3566'OF THE NORTHWEST CORNER OF A FENCE AROUND THE FIRE TOWER AND
 LW3566'27 FEET EAST OF THE CENTER OF A PAVED DRIVEWAY.
 LW3566'
 LW3566'RM 1, A STANDARD DISK STAMPED ARCADIA NO 1 1969 IS SET IN A
 LW3566'DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.  IT IS 64.5 FEET
 LW3566'NORTHEAST OF THE NORTHEAST CORNER OF THE FENCE AROUND THE FIRE
 LW3566'TOWER, 10 FEET EAST A POWER POLE, 7.5 FEET SOUTHWEST OF A 5-INCH
 LW3566'SPRUCE TREE AND 1.7 FEET SOUTH OF A METAL WITNESS POST.
 LW3566'
 LW3566'RM 2, A STANDARD DISK STAMPED ARCADIA NO 2 1969 IS SET IN A
 LW3566'DRILL HOLE IN A BOULDER WHICH PROJECTS 5 INCHES.  IT IS 79 FEET
 LW3566'WEST OF THE NORTHWEST CORNER OF THE FENCE AROUND THE FIRE TOWER,
 LW3566'34.5 FEET WEST OF THE CENTER OF THE PAVED DRIVEWAY, 17 FEET
 LW3566'NORTHEAST OF A 15-INCH PINE TREE AND 4 FEET SOUTH OF A METAL
 LW3566'WITNESS POST.
 LW3566'
 LW3566'RM 3, A STANDARD DISK STAMPED ARCADIA NO 3 1969 IS SET IN A
 LW3566'ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 188.5 FEET
 LW3566'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE FIRE
 LW3566'TOWER, 5.5 FEET NORTH OF A 5-INCH OAK TREE AND 1.9 FEET WEST OF
 LW3566'A METAL WITNESS POST.
 LW3566'
 LW3566'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW3566
 LW3566                          STATION RECOVERY (2003)
 LW3566
 LW3566'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LW3566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3252 ***********************************************************************
 LW3252  DESIGNATION -  ASHAWAY LINE AND TWINE MFG TK
 LW3252  PID         -  LW3252
 LW3252  STATE/COUNTY-  RI/WASHINGTON
 LW3252  USGS QUAD   -  ASHAWAY (1984)
 LW3252
 LW3252                         *CURRENT SURVEY CONTROL
 LW3252  ___________________________________________________________________
 LW3252* NAD 83(1996)-  41 25 23.64965(N)    071 47 31.34854(W)     ADJUSTED  
 LW3252* NAVD 88     -                                                        
 LW3252  ___________________________________________________________________
 LW3252  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 LW3252  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW3252
 LW3252  HORZ ORDER  -  THIRD
 LW3252
 LW3252.The horizontal coordinates were established by classical geodetic methods
 LW3252.and adjusted by the National Geodetic Survey in August 1998..
 LW3252
 LW3252
 LW3252.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3252
 LW3252.The geoid height was determined by GEOID03.
 LW3252
 LW3252;                    North         East     Units Scale Factor Converg.
 LW3252;SPC RI       -    37,790.115    75,587.040   MT  1.00000108   -0 11 35.6
 LW3252;SPC RI       -   123,983.07    247,988.48   sFT  1.00000108   -0 11 35.6
 LW3252;SPC CT       -   218,357.454   384,878.033   MT  0.99998499   +0 38 06.7
 LW3252;SPC CT       -   716,394.41  1,262,720.68   sFT  0.99998499   +0 38 06.7
 LW3252;UTM  19      - 4,589,504.776   266,681.865   MT  1.00026999   -1 50 53.1
 LW3252
 LW3252                          SUPERSEDED SURVEY CONTROL
 LW3252
 LW3252  NAD 83(1992)-  41 25 23.64836(N)    071 47 31.34779(W) AD(       ) 4
 LW3252  NAD 83(1986)-  41 25 23.64758(N)    071 47 31.34908(W) AD(       ) 4
 LW3252  NAD 27      -  41 25 23.29091(N)    071 47 33.10245(W) AD(       ) 3
 LW3252
 LW3252.Superseded values are not recommended for survey control.
 LW3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3252.See file dsdata.txt to determine how the superseded data were derived.
 LW3252
 LW3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6668289505(NAD 83)
 LW3252_MARKER: 53 = ELEVATED TANK
 LW3252
 LW3252  HISTORY     - Date     Condition        Report By
 LW3252  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3252  HISTORY     - 1975     GOOD             NGS
 LW3252  HISTORY     - 1984     GOOD             USPSQD
 LW3252  HISTORY     - 1989     GOOD             USPSQD
 LW3252
 LW3252                          STATION DESCRIPTION
 LW3252
 LW3252'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3252'STATION IS LOCATED 0.05 MILE NORTH OF THE POST OFFICE IN ASHAWAY.
 LW3252'
 LW3252'THE STATION IS A WATER TANK THAT IS PAINTED SILVER, IS SUPPORTED
 LW3252'BY 4 LEGS AND IS ABOUT 110 FEET HIGH.
 LW3252'
 LW3252'POINT INTERSECTED WAS TOP AND CENTER.
 LW3252
 LW3252                          STATION RECOVERY (1975)
 LW3252
 LW3252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3252'THE STATION WAS NOT VISITED AT THIS TIME.  IT WAS OBSERVED UPON AND
 LW3252'A NEW POSITION WAS ESTABLISHED AT THIS TIME.
 LW3252
 LW3252                          STATION RECOVERY (1984)
 LW3252
 LW3252'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3252'STATION RECOVERED AS DESCRIBED.
 LW3252
 LW3252                          STATION RECOVERY (1989)
 LW3252
 LW3252'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3253 ***********************************************************************
 LW3253  DESIGNATION -  ASHAWAY WARNERS TANK
 LW3253  PID         -  LW3253
 LW3253  STATE/COUNTY-  RI/WASHINGTON
 LW3253  USGS QUAD   -  ASHAWAY (1984)
 LW3253
 LW3253                         *CURRENT SURVEY CONTROL
 LW3253  ___________________________________________________________________
 LW3253* NAD 83(1996)-  41 25 49.07879(N)    071 47 26.51087(W)     ADJUSTED  
 LW3253* NAVD 88     -                                                        
 LW3253  ___________________________________________________________________
 LW3253  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 LW3253  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LW3253
 LW3253  HORZ ORDER  -  THIRD
 LW3253
 LW3253.The horizontal coordinates were established by classical geodetic methods
 LW3253.and adjusted by the National Geodetic Survey in August 1998..
 LW3253
 LW3253
 LW3253.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3253
 LW3253.The geoid height was determined by GEOID03.
 LW3253
 LW3253;                    North         East     Units Scale Factor Converg.
 LW3253;SPC RI       -    38,574.237    75,702.007   MT  1.00000101   -0 11 32.5
 LW3253;SPC RI       -   126,555.64    248,365.67   sFT  1.00000101   -0 11 32.5
 LW3253;SPC CT       -   219,143.144   384,981.650   MT  0.99998476   +0 38 09.9
 LW3253;SPC CT       -   718,972.13  1,263,060.63   sFT  0.99998476   +0 38 09.9
 LW3253;UTM  19      - 4,590,285.460   266,819.468   MT  1.00026920   -1 50 50.9
 LW3253
 LW3253                          SUPERSEDED SURVEY CONTROL
 LW3253
 LW3253  NAD 83(1992)-  41 25 49.07753(N)    071 47 26.51013(W) AD(       ) 4
 LW3253  NAD 83(1986)-  41 25 49.07635(N)    071 47 26.51112(W) AD(       ) 4
 LW3253  NAD 27      -  41 25 48.71913(N)    071 47 28.26401(W) AD(       ) 3
 LW3253
 LW3253.Superseded values are not recommended for survey control.
 LW3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3253.See file dsdata.txt to determine how the superseded data were derived.
 LW3253
 LW3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6681990285(NAD 83)
 LW3253_MARKER: 53 = ELEVATED TANK
 LW3253
 LW3253  HISTORY     - Date     Condition        Report By
 LW3253  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3253  HISTORY     - 1975     GOOD             NGS
 LW3253  HISTORY     - 1984     GOOD             USPSQD
 LW3253  HISTORY     - 1989     GOOD             USPSQD
 LW3253
 LW3253                          STATION DESCRIPTION
 LW3253
 LW3253'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3253'STATION IS LOCATED ABOUT 1/2 MILE NORTH OF THE POST OFFICE IN
 LW3253'ASHAWAY, 1/4 MILE WEST OF STATE ROUTE 3 AND ON EAST SIDE OF
 LW3253'STATE ROUTE 216.
 LW3253'
 LW3253'TO REACH FROM THE POST OFFICE IN ASHAWAY, GO NORTH ON MAIN
 LW3253'STREET FOR 0.15 MILE TO WEST STREET.  TURN LEFT AND GO WEST
 LW3253'0.05 MILE TO HIGH STREET ON RIGHT.  TURN RIGHT AND GO NORTH ON
 LW3253'HIGH STREET FOR 0.35 MILE TO STATION ON RIGHT AS DESCRIBED.
 LW3253'
 LW3253'STATION IS A WATER TANK PAINTED BLACK WITH THE NAME WARNERS
 LW3253'PRINTED ON THE SOUTH SIDE.  THE TANK IS SUPPORTED BY 4 LEGS AND IS
 LW3253'ABOUT 100 FEET HIGH.
 LW3253'
 LW3253'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
 LW3253
 LW3253                          STATION RECOVERY (1975)
 LW3253
 LW3253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3253'THE STATION WAS NOT VISITED AT THIS TIME.  IT WAS OBSERVED UPON AND
 LW3253'A NEW POSITION WAS ESTABLISHED AT THIS TIME.
 LW3253
 LW3253                          STATION RECOVERY (1984)
 LW3253
 LW3253'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3253'STATION RECOVERED WITH THE FOLLOWING CHANGE, THE NAME WARNERS
 LW3253'IS NO LONGER ON THE TANK.
 LW3253
 LW3253                          STATION RECOVERY (1989)
 LW3253
 LW3253'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1459 ***********************************************************************
 LW1459  DESIGNATION -  ATWOOD
 LW1459  PID         -  LW1459
 LW1459  STATE/COUNTY-  RI/PROVIDENCE
 LW1459  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1459
 LW1459                         *CURRENT SURVEY CONTROL
 LW1459  ___________________________________________________________________
 LW1459* NAD 83(1996)-  41 50 28.81755(N)    071 30 28.55217(W)     ADJUSTED  
 LW1459* NAVD 88     -       100.272  (meters)     328.98   (feet)  ADJUSTED  
 LW1459  ___________________________________________________________________
 LW1459  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 LW1459  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW1459  DYNAMIC HT  -         100.239 (meters)     328.87  (feet)  COMP
 LW1459  MODELED GRAV-     980,290.8   (mgal)                       NAVD 88
 LW1459
 LW1459  HORZ ORDER  -  FIRST
 LW1459  VERT ORDER  -  SECOND    CLASS 0
 LW1459
 LW1459.The horizontal coordinates were established by classical geodetic methods
 LW1459.and adjusted by the National Geodetic Survey in August 1998..
 LW1459
 LW1459.The orthometric height was determined by differential leveling
 LW1459.and adjusted by the National Geodetic Survey in June 1991..
 LW1459
 LW1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1459
 LW1459.The geoid height was determined by GEOID03.
 LW1459
 LW1459.The dynamic height is computed by dividing the NAVD 88
 LW1459.geopotential number by the normal gravity value computed on the
 LW1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1459.degrees latitude (g = 980.6199 gals.).
 LW1459
 LW1459.The modeled gravity was interpolated from observed gravity values.
 LW1459
 LW1459;                    North         East     Units Scale Factor Converg.
 LW1459;SPC RI       -    84,185.691    99,341.272   MT  0.99999376   -0 00 19.0
 LW1459;SPC RI       -   276,199.22    325,922.16   sFT  0.99999376   -0 00 19.0
 LW1459;UTM  19      - 4,635,201.398   291,776.516   MT  1.00013355   -1 40 24.8
 LW1459
 LW1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1459!SPC RI       -   0.99998892  x   0.99999376  =   0.99998268
 LW1459!UTM  19      -   0.99998892  x   1.00013355  =   1.00012247
 LW1459
 LW1459|---------------------------------------------------------------------|
 LW1459| PID    Reference Object                     Distance      Geod. Az  |
 LW1459|                                                           dddmmss.s |
 LW1459| LW1458 ATWOOD RM 1                          18.310 METERS 00748     |
 LW1459| LW1457 ATWOOD RM 2                          17.438 METERS 12421     |
 LW1459| LW2698 PROVIDENCE RAD STA WPJB FM TWR      APPROX. 5.0 KM 1403000.8 |
 LW1459| LW2703 JOHNSTON EAGLE BATTERY CO MAST      APPROX. 4.8 KM 1404037.9 |
 LW1459| LW3491 WOLF RESET                          APPROX. 5.2 KM 3415358.3 |
 LW1459|---------------------------------------------------------------------|
 LW1459
 LW1459                          SUPERSEDED SURVEY CONTROL
 LW1459
 LW1459  NAD 83(1996)-  41 50 28.81731(N)    071 30 28.55206(W) AD(       ) 1
 LW1459  NAD 83(1992)-  41 50 28.81619(N)    071 30 28.55125(W) AD(       ) 1
 LW1459  NAD 83(1992)-  41 50 28.81602(N)    071 30 28.55133(W) AD(       ) 1
 LW1459  NAD 83(1986)-  41 50 28.81557(N)    071 30 28.55067(W) AD(       ) 1
 LW1459  NAD 27      -  41 50 28.45720(N)    071 30 30.33160(W) AD(       ) 1
 LW1459  NGVD 29 (??/??/92)  100.521  (m)          329.79   (f) ADJ UNCH    2 0
 LW1459
 LW1459.Superseded values are not recommended for survey control.
 LW1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1459.See file dsdata.txt to determine how the superseded data were derived.
 LW1459
 LW1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9177735201(NAD 83)
 LW1459_MARKER: DS = TRIANGULATION STATION DISK
 LW1459_SETTING: 66 = SET IN ROCK OUTCROP
 LW1459_SP_SET: ROCK OUTCROP
 LW1459_STAMPING: ATWOOD 1968
 LW1459_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1459+STABILITY: POSITION/ELEVATION WELL
 LW1459
 LW1459  HISTORY     - Date     Condition        Report By
 LW1459  HISTORY     - 1968     MONUMENTED       CGS
 LW1459  HISTORY     - 1969     GOOD             NGS
 LW1459  HISTORY     - 1979     GOOD             NGS
 LW1459  HISTORY     - 1985     GOOD             RIGS
 LW1459
 LW1459                          STATION DESCRIPTION
 LW1459
 LW1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1459'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF MANTON,
 LW1459'1 MILE SOUTHWEST OF CENTERDALE, 1 MILE NORTH OF JOHNSTON AND
 LW1459'ON PROPERTY OWNED BY MRS. GRACE HEYWOOD.
 LW1459'
 LW1459'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSTON, GO
 LW1459'WEST ON U.S. HIGHWAY 6 FOR 0.1 MILE TO THE JUNCTION OF STATE
 LW1459'HIGHWAY 5 AND U.S. HIGHWAY 6.  TURN RIGHT AND GO NORTHERLY ON
 LW1459'HIGHWAY 5 FOR 1.2 MILES TO A SMALL GROCERY STORE, A FILLING
 LW1459'STATION AND A LARGE BARN ON THE LEFT.  TURN LEFT AND GO WEST ON
 LW1459'A DRIVEWAY FOR 0.05 MILE TO A WOODEN GATE.  PASS THROUGH THE
 LW1459'GATE AND CONTINUE WEST ON A TRACK ROAD FOR 0.15 MILE TO THE TOP
 LW1459'OF A LOW HILL AND THE STATION ON THE HIGHEST POINT AS DESCRIBED.
 LW1459'
 LW1459'ALL MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN OUTCROPPINGS
 LW1459'OF BEDROCK.
 LW1459'
 LW1459'STATION MARK, STAMPED ATWOOD 1968 IS SET FLUSH WITH THE GROUND
 LW1459'SURFACE.  IT IS 89 FEET SOUTHWEST OF A 30-INCH ASH TREE AND 19
 LW1459'FEET EAST OF AN 8-INCH EVERGREEN TREE.
 LW1459'
 LW1459'RM 1, STAMPED ATWOOD NO 1 1968 IS SET FLUSH WITH THE GROUND
 LW1459'SURFACE.  IT IS 70 FEET WEST OF THE 30-INCH ASH TREE AND 28 FEET
 LW1459'SOUTH OF A LARGE BOULDER.
 LW1459'
 LW1459'RM 2, STAMPED ATWOOD NO 2 1968 PROJECTS 12 INCHES.  IT IS 83
 LW1459'FEET SOUTHWEST OF THE 30-INCH ASH TREE AND 63 FEET NORTH OF A
 LW1459'FENCE.
 LW1459'
 LW1459'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW1459
 LW1459                          STATION RECOVERY (1969)
 LW1459
 LW1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1459'1.4 MI NW FROM JOHNSTON.
 LW1459'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION
 LW1459'OF U.S. HIGHWAY 6 AT JOHNSTON, THENCE 0.2 MILE NORTHWEST ALONG
 LW1459'A ROCK FARM ROAD, AT THE WEST END OF A LONG AND NARROW CULTIVATED
 LW1459'FIELD, ON THE HIGHEST POINT IN THE VICINITY, SET ON THE TOP OF AN
 LW1459'OUTCROPPING ROCK WHICH IS ABOUT 18 FEET LONG-15 FEET WIDE AND
 LW1459'PROJECTS 3 FEET ON THE EAST SIDE, 90 FEET WEST OF A LONE 30 INCH
 LW1459'HICKORY TREE, 10 FEET NORTH OF THE SOUTH END OF THE ROCK AND 3
 LW1459'FEET ABOVE THE LEVEL OF THE GROUND.
 LW1459
 LW1459                          STATION RECOVERY (1979)
 LW1459
 LW1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW1459'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LW1459'CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE FOR RECOVERING THE
 LW1459'STATION.
 LW1459
 LW1459                          STATION RECOVERY (1985)
 LW1459
 LW1459'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW1459'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW1459'
 LW1459'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1458 ***********************************************************************
 LW1458  DESIGNATION -  ATWOOD RM 1
 LW1458  PID         -  LW1458
 LW1458  STATE/COUNTY-  RI/PROVIDENCE
 LW1458  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1458
 LW1458                         *CURRENT SURVEY CONTROL
 LW1458  ___________________________________________________________________
 LW1458* NAD 83(1986)-  41 50 28.     (N)    071 30 28.     (W)     SCALED    
 LW1458* NAVD 88     -        99.076  (meters)     325.05   (feet)  ADJUSTED  
 LW1458  ___________________________________________________________________
 LW1458  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW1458  DYNAMIC HT  -          99.043 (meters)     324.94  (feet)  COMP
 LW1458  MODELED GRAV-     980,290.8   (mgal)                       NAVD 88
 LW1458
 LW1458  VERT ORDER  -  SECOND    CLASS 0
 LW1458
 LW1458.The horizontal coordinates were scaled from a topographic map and have
 LW1458.an estimated accuracy of +/- 6 seconds.
 LW1458
 LW1458.The orthometric height was determined by differential leveling
 LW1458.and adjusted by the National Geodetic Survey in June 1991..
 LW1458
 LW1458.The geoid height was determined by GEOID03.
 LW1458
 LW1458.The dynamic height is computed by dividing the NAVD 88
 LW1458.geopotential number by the normal gravity value computed on the
 LW1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1458.degrees latitude (g = 980.6199 gals.).
 LW1458
 LW1458.The modeled gravity was interpolated from observed gravity values.
 LW1458
 LW1458;                    North         East    Units  Estimated Accuracy
 LW1458;SPC RI       -    84,160.       99,350.      MT  (+/- 180 meters Scaled)
 LW1458
 LW1458                          SUPERSEDED SURVEY CONTROL
 LW1458
 LW1458  NGVD 29 (??/??/92)   99.325  (m)          325.87   (f) ADJ UNCH    2 0
 LW1458
 LW1458.Superseded values are not recommended for survey control.
 LW1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1458.See file dsdata.txt to determine how the superseded data were derived.
 LW1458
 LW1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG917351(NAD 83)
 LW1458_MARKER: DR = REFERENCE MARK DISK
 LW1458_SETTING: 66 = SET IN ROCK OUTCROP
 LW1458_SP_SET: ROCK OUTCROP
 LW1458_STAMPING: ATWOOD NO 1 1968
 LW1458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1458+STABILITY: POSITION/ELEVATION WELL
 LW1458
 LW1458  HISTORY     - Date     Condition        Report By
 LW1458  HISTORY     - 1968     MONUMENTED       CGS
 LW1458  HISTORY     - 1969     GOOD             NGS
 LW1458
 LW1458                          STATION DESCRIPTION
 LW1458
 LW1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1458'1.4 MI NW FROM JOHNSTON.
 LW1458'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION
 LW1458'OF U.S. HIGHWAY 6 AT JOHNSTON, THENCE 0.2 MILE NORTHWEST ALONG
 LW1458'A ROCKY FARM ROAD, 60.1 FEET NORTH OF THE STATION MARK DESCRIBED,
 LW1458'SET IN THE TOP OF AN OUTCROPPING ROCK WHICH IS EXPOSED 3 FEET
 LW1458'AND FLUSH WITH THE GROUND, 71 FEET WEST-NORTHWEST OF A LONE
 LW1458'30-INCH HICKORY TREE, 28 FEET SOUTH OF THE SOUTH FACE OF A LARGE
 LW1458'THREE FOOT HIGH BOULDER WHICH IS IN AN OLD STONE FENCE, AND
 LW1458'ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1457 ***********************************************************************
 LW1457  DESIGNATION -  ATWOOD RM 2
 LW1457  PID         -  LW1457
 LW1457  STATE/COUNTY-  RI/PROVIDENCE
 LW1457  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1457
 LW1457                         *CURRENT SURVEY CONTROL
 LW1457  ___________________________________________________________________
 LW1457* NAD 83(1986)-  41 50 28.     (N)    071 30 28.     (W)     SCALED    
 LW1457* NAVD 88     -        99.094  (meters)     325.11   (feet)  ADJUSTED  
 LW1457  ___________________________________________________________________
 LW1457  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW1457  DYNAMIC HT  -          99.061 (meters)     325.00  (feet)  COMP
 LW1457  MODELED GRAV-     980,290.8   (mgal)                       NAVD 88
 LW1457
 LW1457  VERT ORDER  -  SECOND    CLASS 0
 LW1457
 LW1457.The horizontal coordinates were scaled from a topographic map and have
 LW1457.an estimated accuracy of +/- 6 seconds.
 LW1457
 LW1457.The orthometric height was determined by differential leveling
 LW1457.and adjusted by the National Geodetic Survey in June 1991..
 LW1457
 LW1457.The geoid height was determined by GEOID03.
 LW1457
 LW1457.The dynamic height is computed by dividing the NAVD 88
 LW1457.geopotential number by the normal gravity value computed on the
 LW1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1457.degrees latitude (g = 980.6199 gals.).
 LW1457
 LW1457.The modeled gravity was interpolated from observed gravity values.
 LW1457
 LW1457;                    North         East    Units  Estimated Accuracy
 LW1457;SPC RI       -    84,160.       99,350.      MT  (+/- 180 meters Scaled)
 LW1457
 LW1457                          SUPERSEDED SURVEY CONTROL
 LW1457
 LW1457  NGVD 29 (??/??/92)   99.343  (m)          325.93   (f) ADJ UNCH    2 0
 LW1457
 LW1457.Superseded values are not recommended for survey control.
 LW1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1457.See file dsdata.txt to determine how the superseded data were derived.
 LW1457
 LW1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG917351(NAD 83)
 LW1457_MARKER: DR = REFERENCE MARK DISK
 LW1457_SETTING: 80 = SET IN A BOULDER
 LW1457_SP_SET: BOULDER
 LW1457_STAMPING: ATWOOD NO 2 1968
 LW1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1457+STABILITY: SURFACE MOTION
 LW1457
 LW1457  HISTORY     - Date     Condition        Report By
 LW1457  HISTORY     - 1968     MONUMENTED       CGS
 LW1457  HISTORY     - 1969     GOOD             NGS
 LW1457
 LW1457                          STATION DESCRIPTION
 LW1457
 LW1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1457'1.4 MI NW FROM JOHNSTON.
 LW1457'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION
 LW1457'OF U.S. HIGHWAY 6 AT JOHNSTON, THENCE 0.2 MILE NORTHWEST ON A
 LW1457'ROCKY FARM ROAD, 57.2 FEET SOUTHEAST OF THE STATION MARK DESCRIBED,
 LW1457'SET IN THE TOP OF AN IMBEDDED BOULDER WHICH IS 8 FEET LONG-6
 LW1457'FEET WIDE AND PROJECTS 1 1/2 FEET ABOVE THE GROUND, 63 FEET
 LW1457'NORTH OF A FENCE LINE, 84 FEET SOUTHWEST OF A LONE 30-INCH
 LW1457'HICKORY TREE AND 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2975 ***********************************************************************
 LW2975  DESIGNATION -  AUSTIN 1839
 LW2975  PID         -  LW2975
 LW2975  STATE/COUNTY-  RI/WASHINGTON
 LW2975  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2975
 LW2975                         *CURRENT SURVEY CONTROL
 LW2975  ___________________________________________________________________
 LW2975* NAD 83(1996)-  41 24 25.10861(N)    071 28 43.20489(W)     ADJUSTED  
 LW2975* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 LW2975  ___________________________________________________________________
 LW2975  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 LW2975  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW2975
 LW2975  HORZ ORDER  -  THIRD
 LW2975
 LW2975.The horizontal coordinates were established by classical geodetic methods
 LW2975.and adjusted by the National Geodetic Survey in August 1998..
 LW2975
 LW2975.The orthometric height was scaled from a topographic map.
 LW2975
 LW2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2975
 LW2975.The geoid height was determined by GEOID03.
 LW2975
 LW2975;                    North         East     Units Scale Factor Converg.
 LW2975;SPC RI       -    35,943.159   101,783.674   MT  0.99999379   +0 00 50.8
 LW2975;SPC RI       -   117,923.51    333,935.27   sFT  0.99999379   +0 00 50.8
 LW2975;UTM  19      - 4,586,901.713   292,819.523   MT  1.00012827   -1 38 23.9
 LW2975
 LW2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2975!SPC RI       -   1.00000025  x   0.99999379  =   0.99999404
 LW2975!UTM  19      -   1.00000025  x   1.00012827  =   1.00012852
 LW2975
 LW2975:                Primary Azimuth Mark                     Grid Az
 LW2975:SPC RI       -  BROAD HILL RESET                         273 45 18.2
 LW2975:UTM  19      -  BROAD HILL RESET                         275 24 32.9
 LW2975
 LW2975|---------------------------------------------------------------------|
 LW2975| PID    Reference Object                     Distance      Geod. Az  |
 LW2975|                                                           dddmmss.s |
 LW2975| LW3024 BROAD HILL RESET                    APPROX. 6.9 KM 2734609.0 |
 LW2975|---------------------------------------------------------------------|
 LW2975
 LW2975                          SUPERSEDED SURVEY CONTROL
 LW2975
 LW2975  NAD 83(1996)-  41 24 25.10778(N)    071 28 43.20394(W) AD(       ) 3
 LW2975  NAD 83(1992)-  41 24 25.10719(N)    071 28 43.20424(W) AD(       ) 3
 LW2975  NAD 83(1992)-  41 24 25.10605(N)    071 28 43.20393(W) AD(       ) 3
 LW2975  NAD 83(1986)-  41 24 25.10583(N)    071 28 43.20338(W) AD(       ) 3
 LW2975  NAD 27      -  41 24 24.74500(N)    071 28 44.99900(W) AD(       ) 3
 LW2975
 LW2975.Superseded values are not recommended for survey control.
 LW2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2975.See file dsdata.txt to determine how the superseded data were derived.
 LW2975
 LW2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9282086902(NAD 83)
 LW2975_MARKER: Z = SEE DESCRIPTION
 LW2975_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 LW2975_SP_SET: OBJECT IMBEDDED IN GROUND
 LW2975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2975
 LW2975  HISTORY     - Date     Condition        Report By
 LW2975  HISTORY     - 1839     MONUMENTED       CGS
 LW2975  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW2975  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW2975
 LW2975                          STATION DESCRIPTION
 LW2975
 LW2975'DESCRIBED BY COAST AND GEODETIC SURVEY 1839 (EB)
 LW2975'STATION IS ON POINT JUDITH NECK, ABOUT 1-1/2 MILES SW OF
 LW2975'NARRAGANSETT PIER.  THE STATION IS ON THE AUSTIN FARM, AND IS
 LW2975'MARKED BY A BURIED CONE.
 LW2975
 LW2975                          STATION RECOVERY (1934)
 LW2975
 LW2975'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2975'THE AUSTIN FARM WAS SUCCESSIVELY OWNED BY JAMES W. ANTHONY, J.E.
 LW2975'ANTHONY, FRANCIS KINNEY, AND NOW BY MRS. IRVING CHASE OF
 LW2975'WATERBURY, CONNECTICUT, WHO LEASES IT TO JOHN CARPENTER.
 LW2975'
 LW2975'MR. CARPENTER REMEMBERS HITTING THE CONE WHEN AS A YOUNG MAN HE
 LW2975'WAS PLOWING FOR MR. ANTHONY.  MR. CARPENTER ALSO SAYS THAT WHEN
 LW2975'MR. KINNEY OWNED THE FARM, HE HAD THE KNOLL, IN WHICH THE CONE WAS
 LW2975'LOCATED, LEVELED OFF.  MR. CARPENTER DOES NOT KNOW WHAT BECAME OF
 LW2975'THE CONE, BUT HE SAYS IT IS NOT WHERE IT FORMERLY WAS.
 LW2975
 LW2975                          STATION RECOVERY (1954)
 LW2975
 LW2975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2975'LOST.  THE STATION WAS MARKED BY A BURIED CONE IN 1839.  NO
 LW2975'REFERENCE MEASUREMENTS WERE GIVEN IN THE ORIGINAL DESCRIPTION, AND
 LW2975'RECOVERY AT THIS DATE IS NOT POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1049 ***********************************************************************
 LW1049  DESIGNATION -  B 1
 LW1049  PID         -  LW1049
 LW1049  STATE/COUNTY-  RI/KENT
 LW1049  USGS QUAD   -  ONECO (1970)
 LW1049
 LW1049                         *CURRENT SURVEY CONTROL
 LW1049  ___________________________________________________________________
 LW1049* NAD 83(1986)-  41 41 23.     (N)    071 45 01.     (W)     SCALED    
 LW1049* NAVD 88     -       129.955  (meters)     426.36   (feet)  ADJUSTED  
 LW1049  ___________________________________________________________________
 LW1049  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW1049  DYNAMIC HT  -         129.908 (meters)     426.21  (feet)  COMP
 LW1049  MODELED GRAV-     980,261.8   (mgal)                       NAVD 88
 LW1049
 LW1049  VERT ORDER  -  FIRST     CLASS II
 LW1049
 LW1049.The horizontal coordinates were scaled from a topographic map and have
 LW1049.an estimated accuracy of +/- 6 seconds.
 LW1049
 LW1049.The orthometric height was determined by differential leveling
 LW1049.and adjusted by the National Geodetic Survey in June 1991..
 LW1049
 LW1049.The geoid height was determined by GEOID03.
 LW1049
 LW1049.The dynamic height is computed by dividing the NAVD 88
 LW1049.geopotential number by the normal gravity value computed on the
 LW1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1049.degrees latitude (g = 980.6199 gals.).
 LW1049
 LW1049.The modeled gravity was interpolated from observed gravity values.
 LW1049
 LW1049;                    North         East    Units  Estimated Accuracy
 LW1049;SPC RI       -    67,380.       79,160.      MT  (+/- 180 meters Scaled)
 LW1049
 LW1049                          SUPERSEDED SURVEY CONTROL
 LW1049
 LW1049  NGVD 29 (??/??/92)  130.196  (m)          427.15   (f) ADJ UNCH    1 2
 LW1049
 LW1049.Superseded values are not recommended for survey control.
 LW1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1049.See file dsdata.txt to determine how the superseded data were derived.
 LW1049
 LW1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG711189(NAD 83)
 LW1049_MARKER: DB = BENCH MARK DISK
 LW1049_SETTING: 80 = SET IN A BOULDER
 LW1049_SP_SET: BOULDER
 LW1049_STAMPING: ELEV 427.151 FT B 1 1923
 LW1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1049+STABILITY: SURFACE MOTION
 LW1049
 LW1049  HISTORY     - Date     Condition        Report By
 LW1049  HISTORY     - 1923     MONUMENTED       CGS
 LW1049  HISTORY     - 1969     GOOD             NGS
 LW1049  HISTORY     - 1989     GOOD             USPSQD
 LW1049  HISTORY     - 19900331 GOOD             USPSQD
 LW1049
 LW1049                          STATION DESCRIPTION
 LW1049
 LW1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1049'AT GREENE.
 LW1049'AT GREENE, ABOUT 0.25 MILE SOUTHWEST ALONG STATE HIGHWAY 117
 LW1049'FROM THE POST OFFICE, THENCE 0.15 MILE SOUTH ALONG A BLACK TOPPED
 LW1049'ROAD, THENCE 0.2 MILE WEST ALONG A PRIVATE GRAVELED ROAD, BETWEEN
 LW1049'THE ROAD AND AN OLD ABANDONED RAILROAD BED, SET IN THE TOP OF A
 LW1049'4-BY-4-FOOT BOULDER WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 10
 LW1049'FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 1 FOOT ABOVE THE
 LW1049'LEVEL OF THE ROAD.
 LW1049
 LW1049                          STATION RECOVERY (1989)
 LW1049
 LW1049'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1049'RECOVERED IN GOOD CONDITION.
 LW1049
 LW1049                          STATION RECOVERY (1990)
 LW1049
 LW1049'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0746 ***********************************************************************
 LW0746  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0746  DESIGNATION -  B 1
 LW0746  PID         -  LW0746
 LW0746  STATE/COUNTY-  RI/WASHINGTON
 LW0746  USGS QUAD   -  WATCH HILL (1984)
 LW0746
 LW0746                         *CURRENT SURVEY CONTROL
 LW0746  ___________________________________________________________________
 LW0746* NAD 83(1986)-  41 22 10.     (N)    071 49 53.     (W)     SCALED    
 LW0746* NAVD 88     -         0.928  (meters)       3.04   (feet)  ADJUSTED  
 LW0746  ___________________________________________________________________
 LW0746  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW0746  DYNAMIC HT  -           0.927 (meters)       3.04  (feet)  COMP
 LW0746  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 LW0746
 LW0746  VERT ORDER  -  FIRST     CLASS I
 LW0746
 LW0746.The horizontal coordinates were scaled from a topographic map and have
 LW0746.an estimated accuracy of +/- 6 seconds.
 LW0746
 LW0746.The orthometric height was determined by differential leveling
 LW0746.and adjusted by the National Geodetic Survey in June 1991..
 LW0746
 LW0746.This Tidal Bench Mark is designated as VM 2217
 LW0746.by the Center for Operational Oceanographic Products and Services.
 LW0746
 LW0746.The geoid height was determined by GEOID03.
 LW0746
 LW0746.The dynamic height is computed by dividing the NAVD 88
 LW0746.geopotential number by the normal gravity value computed on the
 LW0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0746.degrees latitude (g = 980.6199 gals.).
 LW0746
 LW0746.The modeled gravity was interpolated from observed gravity values.
 LW0746
 LW0746;                    North         East    Units  Estimated Accuracy
 LW0746;SPC RI       -    31,830.       72,280.      MT  (+/- 180 meters Scaled)
 LW0746
 LW0746                          SUPERSEDED SURVEY CONTROL
 LW0746
 LW0746  NGVD 29 (??/??/92)    1.217  (m)            3.99   (f) ADJ UNCH    1 1
 LW0746
 LW0746.Superseded values are not recommended for survey control.
 LW0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0746.See file dsdata.txt to determine how the superseded data were derived.
 LW0746
 LW0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF631836(NAD 83)
 LW0746_MARKER: DB = BENCH MARK DISK
 LW0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0746_SP_SET: WALL
 LW0746_STAMPING: BM B 1 1961
 LW0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0746+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 LW0746
 LW0746  HISTORY     - Date     Condition        Report By
 LW0746  HISTORY     - 1961     MONUMENTED       CGS
 LW0746  HISTORY     - 1965     GOOD             NGS
 LW0746  HISTORY     - 1988     GOOD             USPSQD
 LW0746  HISTORY     - 20010331 GOOD             NGS
 LW0746  HISTORY     - 20050509 GOOD             GEOCAC
 LW0746
 LW0746                          STATION DESCRIPTION
 LW0746
 LW0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0746'0.6 MI S FROM WESTERLY.
 LW0746'0.6 MILE SOUTH ALONG MAIN STREET FROM THE INTERSECTION OF BROAD
 LW0746'STREET AT WESTERLY, ALONG THE EAST BANK OF THE PAWCATUCK RIVER,
 LW0746'SET ON THE TOP OF A STONE WALL, 80 FEET WEST OF THE APPROXIMATE
 LW0746'CENTER OF THE INTERSECTION OF MAIN, MARGIN AND BEACH STREET, 46.6
 LW0746'FEET SOUTHWEST OF THE NORTHEAST END OF A TURN IN THE WALL, 27
 LW0746'FEET NORTHWEST OF THE NORTHWEST CURB OF MARGIN STREET, 176 FEET
 LW0746'NORTHEAST OF TIDAL MARK NO. 1 DESCRIBED AND ABOUT 5 FEET BELOW
 LW0746'THE LEVEL OF MARGIN STREET.
 LW0746
 LW0746                          STATION RECOVERY (1988)
 LW0746
 LW0746'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0746'RECOVERED IN GOOD CONDITION.
 LW0746
 LW0746                          STATION RECOVERY (2001)
 LW0746
 LW0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LW0746'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LW0746
 LW0746                          STATION RECOVERY (2005)
 LW0746
 LW0746'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LW0746'LOCATED ACROSS THE STREET FROM NUMBER 2 MARGIN STREET AND ABOUT 50
 LW0746'FEET NORTH OF THE EXTENDED CENTERLINE OF NUMBER 2'S FRNT ENTRY
 LW0746'WALKWAY.  HANDHELD COORDINATES ARE N41-22-11.58 W071-49-53.26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2866 ***********************************************************************
 LW2866  DESIGNATION -  B 1 EDGERTON 1940
 LW2866  PID         -  LW2866
 LW2866  STATE/COUNTY-  RI/NEWPORT
 LW2866  USGS QUAD   -  NEWPORT (1975)
 LW2866
 LW2866                         *CURRENT SURVEY CONTROL
 LW2866  ___________________________________________________________________
 LW2866* NAD 83(1996)-  41 28 21.15780(N)    071 20 27.72936(W)     ADJUSTED  
 LW2866* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 LW2866  ___________________________________________________________________
 LW2866  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 LW2866  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW2866
 LW2866  HORZ ORDER  -  THIRD
 LW2866
 LW2866.The horizontal coordinates were established by classical geodetic methods
 LW2866.and adjusted by the National Geodetic Survey in August 1998..
 LW2866
 LW2866.The orthometric height was scaled from a topographic map.
 LW2866
 LW2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2866
 LW2866.The geoid height was determined by GEOID03.
 LW2866
 LW2866;                    North         East     Units Scale Factor Converg.
 LW2866;SPC RI       -    43,237.368   113,278.414   MT  0.99999592   +0 06 19.0
 LW2866;SPC RI       -   141,854.60    371,647.60   sFT  0.99999592   +0 06 19.0
 LW2866;UTM  19      - 4,593,861.602   304,521.370   MT  1.00007027   -1 33 03.1
 LW2866
 LW2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2866!SPC RI       -   1.00000115  x   0.99999592  =   0.99999707
 LW2866!UTM  19      -   1.00000115  x   1.00007027  =   1.00007142
 LW2866
 LW2866                          SUPERSEDED SURVEY CONTROL
 LW2866
 LW2866  NAD 83(1996)-  41 28 21.15737(N)    071 20 27.72855(W) AD(       ) 4
 LW2866  NAD 83(1992)-  41 28 21.15621(N)    071 20 27.72874(W) AD(       ) 4
 LW2866  NAD 83(1992)-  41 28 21.15563(N)    071 20 27.72831(W) AD(       ) 4
 LW2866  NAD 83(1986)-  41 28 21.15576(N)    071 20 27.72660(W) AD(       ) 4
 LW2866  NAD 27      -  41 28 20.78700(N)    071 20 29.53500(W) AD(       ) 3
 LW2866
 LW2866.Superseded values are not recommended for survey control.
 LW2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2866.See file dsdata.txt to determine how the superseded data were derived.
 LW2866
 LW2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0452193862(NAD 83)
 LW2866_MARKER: Z = SEE DESCRIPTION
 LW2866_SETTING: 0 = UNSPECIFIED SETTING
 LW2866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2866
 LW2866  HISTORY     - Date     Condition        Report By
 LW2866  HISTORY     - 1940     MONUMENTED       CGS
 LW2866  HISTORY     - 20050818 MARK NOT FOUND   USPSQD
 LW2866
 LW2866                          STATION DESCRIPTION
 LW2866
 LW2866'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2866'STATION IS LOCATED NEAR THE SW END OF AQUIDNECK ISLAND, ABOUT 2
 LW2866'MI. SW OF THE TOWN OF NEWPORT, ON THE GOVERNMENT RESERVATION OF
 LW2866'FORT ADAMS, ON THE HIGHEST GROUND IN THE RESERVATION, AND IS THE
 LW2866'CENTER OF THE E ONE OF TWO INSTRUMENTS HOUSED IN THE WOODEN
 LW2866'FIRE-CONTROL BUILDING THAT RESTS ON TOP OF A HIGH TIMBER FRAMEWORK
 LW2866'FOUNDATION.  IT IS NOT MARKED PERMANENTLY.  MEASUREMENTS WERE MADE
 LW2866'DIRECTLY TO THE INSTRUMENT.
 LW2866'
 LW2866'IT WAS LOCATED BY TRAVERSE FROM STATION ADAMS.
 LW2866
 LW2866                          STATION RECOVERY (2005)
 LW2866
 LW2866'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2866'THE DESCRIBED AREA IS OVERGROWN WITH THICK BRUSH. IT IS ENCLOSED IN A
 LW2866'STEEL FENCE WITH A 'NO TRESPASSING' SIGN.
 LW2866' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2868 ***********************************************************************
 LW2868  DESIGNATION -  B 1 GREENE 1940
 LW2868  PID         -  LW2868
 LW2868  STATE/COUNTY-  RI/NEWPORT
 LW2868  USGS QUAD   -  NEWPORT (1975)
 LW2868
 LW2868                         *CURRENT SURVEY CONTROL
 LW2868  ___________________________________________________________________
 LW2868* NAD 83(1996)-  41 28 21.18901(N)    071 20 27.83111(W)     ADJUSTED  
 LW2868* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 LW2868  ___________________________________________________________________
 LW2868  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 LW2868  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW2868
 LW2868  HORZ ORDER  -  THIRD
 LW2868
 LW2868.The horizontal coordinates were established by classical geodetic methods
 LW2868.and adjusted by the National Geodetic Survey in August 1998..
 LW2868
 LW2868.The orthometric height was scaled from a topographic map.
 LW2868
 LW2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2868
 LW2868.The geoid height was determined by GEOID03.
 LW2868
 LW2868;                    North         East     Units Scale Factor Converg.
 LW2868;SPC RI       -    43,238.327   113,276.051   MT  0.99999592   +0 06 18.9
 LW2868;SPC RI       -   141,857.74    371,639.84   sFT  0.99999592   +0 06 18.9
 LW2868;UTM  19      - 4,593,862.628   304,519.036   MT  1.00007028   -1 33 03.2
 LW2868
 LW2868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2868!SPC RI       -   1.00000115  x   0.99999592  =   0.99999707
 LW2868!UTM  19      -   1.00000115  x   1.00007028  =   1.00007143
 LW2868
 LW2868                          SUPERSEDED SURVEY CONTROL
 LW2868
 LW2868  NAD 83(1996)-  41 28 21.18858(N)    071 20 27.83029(W) AD(       ) 4
 LW2868  NAD 83(1992)-  41 28 21.18742(N)    071 20 27.83048(W) AD(       ) 4
 LW2868  NAD 83(1992)-  41 28 21.18684(N)    071 20 27.83006(W) AD(       ) 4
 LW2868  NAD 83(1986)-  41 28 21.18697(N)    071 20 27.82834(W) AD(       ) 4
 LW2868  NAD 27      -  41 28 20.81800(N)    071 20 29.63700(W) AD(       ) 3
 LW2868
 LW2868.Superseded values are not recommended for survey control.
 LW2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2868.See file dsdata.txt to determine how the superseded data were derived.
 LW2868
 LW2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0451993863(NAD 83)
 LW2868_MARKER: Z = SEE DESCRIPTION
 LW2868_SETTING: 0 = UNSPECIFIED SETTING
 LW2868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2868
 LW2868  HISTORY     - Date     Condition        Report By
 LW2868  HISTORY     - 1940     MONUMENTED       CGS
 LW2868  HISTORY     - 20050818 MARK NOT FOUND   USPSQD
 LW2868
 LW2868                          STATION DESCRIPTION
 LW2868
 LW2868'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2868'STATION IS LOCATED NEAR THE SW END OF AQUIDNECK ISLAND, ABOUT 2
 LW2868'MI. SW OF THE TOWN OF NEWPORT, ON THE GOVERNMENT RESERVATION OF
 LW2868'FORT ADAMS, ON THE HIGHEST GROUND IN THE RESERVATION, AND IS THE
 LW2868'CENTER OF THE W ONE OF TWO INSTRUMENTS HOUSED IN THE WOODEN
 LW2868'FIRE-CONTROL BUILDING THAT RESTS ON TOP OF A HIGH TIMBER FRAMEWORK
 LW2868'FOUNDATION.  IT IS NOT MARKED PERMANENTLY.  MEASUREMENTS WERE MADE
 LW2868'DIRECTLY TO THE INSTRUMENT.
 LW2868'
 LW2868'IT WAS LOCATED BY TRAVERSE FROM STATION ADAMS.
 LW2868'
 LW2868'THIS IS A TRAVERSE STATION.
 LW2868
 LW2868                          STATION RECOVERY (2005)
 LW2868
 LW2868'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2868'THE DESCRIBED AREA IS OVERGROWN WITH THICK BRUSH. IT IS ENCLOSED IN A
 LW2868'STEEL FENCE WITH A 'NO TRESPASSING' SIGN.
 LW2868' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3155 ***********************************************************************
 LW3155  DESIGNATION -  B 10/9 S 10/9 1943
 LW3155  PID         -  LW3155
 LW3155  STATE/COUNTY-  RI/WASHINGTON
 LW3155  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3155
 LW3155                         *CURRENT SURVEY CONTROL
 LW3155  ___________________________________________________________________
 LW3155* NAD 83(1996)-  41 12 43.78193(N)    071 33 38.83524(W)     ADJUSTED  
 LW3155* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 LW3155  ___________________________________________________________________
 LW3155  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 LW3155  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW3155
 LW3155  HORZ ORDER  -  SECOND
 LW3155
 LW3155.The horizontal coordinates were established by classical geodetic methods
 LW3155.and adjusted by the National Geodetic Survey in August 1998..
 LW3155
 LW3155.The orthometric height was scaled from a topographic map.
 LW3155
 LW3155.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3155
 LW3155.The geoid height was determined by GEOID03.
 LW3155
 LW3155;                    North         East     Units Scale Factor Converg.
 LW3155;SPC RI       -    14,308.948    94,902.093   MT  0.99999407   -0 02 24.2
 LW3155;SPC RI       -    46,945.27    311,357.95   sFT  0.99999407   -0 02 24.2
 LW3155;UTM  19      - 4,565,471.447   285,316.360   MT  1.00016726   -1 41 16.1
 LW3155
 LW3155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3155!SPC RI       -   0.99999811  x   0.99999407  =   0.99999218
 LW3155!UTM  19      -   0.99999811  x   1.00016726  =   1.00016537
 LW3155
 LW3155                          SUPERSEDED SURVEY CONTROL
 LW3155
 LW3155  NAD 83(1996)-  41 12 43.78016(N)    071 33 38.83400(W) AD(       ) 2
 LW3155  NAD 83(1992)-  41 12 43.78013(N)    071 33 38.83406(W) AD(       ) 2
 LW3155  NAD 83(1992)-  41 12 43.77940(N)    071 33 38.83467(W) AD(       ) 2
 LW3155  NAD 83(1986)-  41 12 43.78297(N)    071 33 38.83025(W) AD(       ) 2
 LW3155  NAD 27      -  41 12 43.41200(N)    071 33 40.63000(W) AD(       ) 2
 LW3155
 LW3155.Superseded values are not recommended for survey control.
 LW3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3155.See file dsdata.txt to determine how the superseded data were derived.
 LW3155
 LW3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8531665471(NAD 83)
 LW3155_MARKER: Z = SEE DESCRIPTION
 LW3155_SETTING: 0 = UNSPECIFIED SETTING
 LW3155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3155
 LW3155  HISTORY     - Date     Condition        Report By
 LW3155  HISTORY     - 1943     MONUMENTED       CGS
 LW3155
 LW3155                          STATION DESCRIPTION
 LW3155
 LW3155'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3155'THE STATION IS ABOUT 1-1/4 MI. SE OF BLOCK ISLAND NORTH LIGHTHOUSE,
 LW3155'AND ABOUT 150 YDS. SE OF THE SUMMIT OF THE HIGHEST HILL IN THE
 LW3155'VICINITY.  IT IS THE PROPOSED PINTLE CENTER OF THE LOWEST ONE
 LW3155'OF THREE INSTRUMENTS IN THE S ONE OF TWO FIRE CONTROL
 LW3155'BUILDINGS.  NEITHER THE INSTRUMENT NOR ITS PEDESTAL WERE IN
 LW3155'PLACE.  THE POINT LOCATED IS 3.5 FT. FROM THE INSIDE N WALL,
 LW3155'AND THE SAME DISTANCE FROM THE INSIDE E WALL OF THE BUILDING.
 LW3155'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION CLAYHEAD, R.M.
 LW3155'NO. 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2959 ***********************************************************************
 LW2959  DESIGNATION -  B 1/10 S 1/10 1943
 LW2959  PID         -  LW2959
 LW2959  STATE/COUNTY-  RI/WASHINGTON
 LW2959  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2959
 LW2959                         *CURRENT SURVEY CONTROL
 LW2959  ___________________________________________________________________
 LW2959* NAD 83(1996)-  41 23 00.60219(N)    071 28 41.34629(W)     ADJUSTED  
 LW2959* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2959  ___________________________________________________________________
 LW2959  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 LW2959  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW2959
 LW2959  HORZ ORDER  -  SECOND
 LW2959
 LW2959.The horizontal coordinates were established by classical geodetic methods
 LW2959.and adjusted by the National Geodetic Survey in August 1998..
 LW2959
 LW2959.The orthometric height was scaled from a topographic map.
 LW2959
 LW2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2959
 LW2959.The geoid height was determined by GEOID03.
 LW2959
 LW2959;                    North         East     Units Scale Factor Converg.
 LW2959;SPC RI       -    33,336.126   101,827.499   MT  0.99999379   +0 00 52.0
 LW2959;SPC RI       -   109,370.27    334,079.05   sFT  0.99999379   +0 00 52.0
 LW2959;UTM  19      - 4,584,294.151   292,788.091   MT  1.00012844   -1 38 20.0
 LW2959
 LW2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2959!SPC RI       -   1.00000386  x   0.99999379  =   0.99999765
 LW2959!UTM  19      -   1.00000386  x   1.00012844  =   1.00013230
 LW2959
 LW2959                          SUPERSEDED SURVEY CONTROL
 LW2959
 LW2959  NAD 83(1996)-  41 23 00.60129(N)    071 28 41.34514(W) AD(       ) 2
 LW2959  NAD 83(1992)-  41 23 00.60080(N)    071 28 41.34560(W) AD(       ) 2
 LW2959  NAD 83(1992)-  41 23 00.59964(N)    071 28 41.34531(W) AD(       ) 2
 LW2959  NAD 83(1986)-  41 23 00.59917(N)    071 28 41.34474(W) AD(       ) 2
 LW2959  NAD 27      -  41 23 00.23100(N)    071 28 43.13700(W) AD(       ) 2
 LW2959
 LW2959.Superseded values are not recommended for survey control.
 LW2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2959.See file dsdata.txt to determine how the superseded data were derived.
 LW2959
 LW2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9278884294(NAD 83)
 LW2959_MARKER: Z = SEE DESCRIPTION
 LW2959_SETTING: 0 = UNSPECIFIED SETTING
 LW2959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2959
 LW2959  HISTORY     - Date     Condition        Report By
 LW2959  HISTORY     - 1943     MONUMENTED       CGS
 LW2959  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2959  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2959  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW2959
 LW2959                          STATION DESCRIPTION
 LW2959
 LW2959'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2959'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT GREENE, ON
 LW2959'POINT JUDITH.  IT IS THE PINTLE CENTER OF THE W INSTRUMENT HOUSED
 LW2959'ON THE FIRST FLOOR IN THE FIRE CONTROL BUILDING WHICH IS LOCATED
 LW2959'ABOUT 180 FT. W OF THE 110-FT. STEEL TOWER KNOWN AS TOWER 7.  THIS
 LW2959'STATION WAS LOCATED BY TRAVERSE FROM STATION GREENE.
 LW2959
 LW2959                          STATION RECOVERY (1954)
 LW2959
 LW2959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2959'THE BUILDING AND THE SHAFT, WHICH SUPPORTED THE INSTRUMENT, ARE
 LW2959'STILL IN PLACE.  THE INSTRUMENT HAS BEEN REMOVED.
 LW2959
 LW2959                          STATION RECOVERY (1994)
 LW2959
 LW2959'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2959'MARK NOT FOUND.
 LW2959
 LW2959                          STATION RECOVERY (2001)
 LW2959
 LW2959'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2959'THERE ARE NO FIRE CONTROL BUILDINGS ON POINT JUDITH, EXCEPT ONE, WHICH
 LW2959'IS NOT THIS BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2923 ***********************************************************************
 LW2923  DESIGNATION -  B 1/11 S 1/11 1943
 LW2923  PID         -  LW2923
 LW2923  STATE/COUNTY-  RI/WASHINGTON
 LW2923  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2923
 LW2923                         *CURRENT SURVEY CONTROL
 LW2923  ___________________________________________________________________
 LW2923* NAD 83(1996)-  41 21 51.50106(N)    071 29 05.49889(W)     ADJUSTED  
 LW2923* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW2923  ___________________________________________________________________
 LW2923  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 LW2923  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW2923
 LW2923  HORZ ORDER  -  SECOND
 LW2923
 LW2923.The horizontal coordinates were established by classical geodetic methods
 LW2923.and adjusted by the National Geodetic Survey in August 1998..
 LW2923
 LW2923.The orthometric height was scaled from a topographic map.
 LW2923
 LW2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2923
 LW2923.The geoid height was determined by GEOID03.
 LW2923
 LW2923;                    North         East     Units Scale Factor Converg.
 LW2923;SPC RI       -    31,204.228   101,266.692   MT  0.99999377   +0 00 36.0
 LW2923;SPC RI       -   102,375.87    332,239.14   sFT  0.99999377   +0 00 36.0
 LW2923;UTM  19      - 4,582,179.029   292,165.935   MT  1.00013162   -1 38 33.7
 LW2923
 LW2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2923!SPC RI       -   1.00000355  x   0.99999377  =   0.99999732
 LW2923!UTM  19      -   1.00000355  x   1.00013162  =   1.00013517
 LW2923
 LW2923                          SUPERSEDED SURVEY CONTROL
 LW2923
 LW2923  NAD 83(1996)-  41 21 51.50010(N)    071 29 05.49769(W) AD(       ) 2
 LW2923  NAD 83(1992)-  41 21 51.49969(N)    071 29 05.49821(W) AD(       ) 2
 LW2923  NAD 83(1992)-  41 21 51.49844(N)    071 29 05.49793(W) AD(       ) 2
 LW2923  NAD 83(1986)-  41 21 51.49794(N)    071 29 05.49748(W) AD(       ) 2
 LW2923  NAD 27      -  41 21 51.13000(N)    071 29 07.28900(W) AD(       ) 2
 LW2923
 LW2923.Superseded values are not recommended for survey control.
 LW2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2923.See file dsdata.txt to determine how the superseded data were derived.
 LW2923
 LW2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9216682179(NAD 83)
 LW2923_MARKER: Z = SEE DESCRIPTION
 LW2923_SETTING: 0 = UNSPECIFIED SETTING
 LW2923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2923
 LW2923  HISTORY     - Date     Condition        Report By
 LW2923  HISTORY     - 1943     MONUMENTED       CGS
 LW2923  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2923  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2923
 LW2923                          STATION DESCRIPTION
 LW2923
 LW2923'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2923'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT GREENE, ON
 LW2923'POINT JUDITH, ABOUT 0.2 MI. N-NE OF BATTERY 211.  IT IS THE PINTLE
 LW2923'CENTER OF THE E INSTRUMENT HOUSED ON THE SECOND FLOOR IN THE E
 LW2923'ONE OF THREE FIRE CONTROL BUILDINGS.  THIS STATION WAS LOCATED BY
 LW2923'TRAVERSE FROM STATION REMBIJAS.
 LW2923
 LW2923                          STATION RECOVERY (1954)
 LW2923
 LW2923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2923'THE BUILDING AND THE SHAFT, WHICH SUPPORTED THE INSTRUMENT, ARE
 LW2923'STILL IN PLACE.  THE INSTRUMENT HAS BEEN REMOVED.
 LW2923
 LW2923                          STATION RECOVERY (1994)
 LW2923
 LW2923'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3063 ***********************************************************************
 LW3063  DESIGNATION -  B 11/10 S 11/10 1943
 LW3063  PID         -  LW3063
 LW3063  STATE/COUNTY-  RI/WASHINGTON
 LW3063  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3063
 LW3063                         *CURRENT SURVEY CONTROL
 LW3063  ___________________________________________________________________
 LW3063* NAD 83(1996)-  41 21 29.13269(N)    071 42 12.90409(W)     ADJUSTED  
 LW3063* NAVD 88     -        30.77   (+/-2cm)     101.0    (feet)  VERTCON   
 LW3063  ___________________________________________________________________
 LW3063  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LW3063  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW3063
 LW3063  HORZ ORDER  -  SECOND
 LW3063  VERT ORDER  -  THIRD ? (See Below)
 LW3063
 LW3063.The horizontal coordinates were established by classical geodetic methods
 LW3063.and adjusted by the National Geodetic Survey in August 1998..
 LW3063
 LW3063.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3063.The vertical order pertains to the NGVD 29 superseded value.
 LW3063
 LW3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3063
 LW3063.The geoid height was determined by GEOID03.
 LW3063
 LW3063;                    North         East     Units Scale Factor Converg.
 LW3063;SPC RI       -    30,534.050    82,964.523   MT  0.99999732   -0 08 04.3
 LW3063;SPC RI       -   100,177.13    272,192.77   sFT  0.99999732   -0 08 04.3
 LW3063;SPC CT       -   211,208.897   392,359.552   MT  0.99998781   +0 41 37.8
 LW3063;SPC CT       -   692,941.19  1,287,266.30   sFT  0.99998781   +0 41 37.8
 LW3063;UTM  19      - 4,582,036.951   273,848.663   MT  1.00022947   -1 47 13.9
 LW3063
 LW3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3063!SPC RI       -   0.99999997  x   0.99999732  =   0.99999729
 LW3063!SPC CT       -   0.99999997  x   0.99998781  =   0.99998778
 LW3063!UTM  19      -   0.99999997  x   1.00022947  =   1.00022944
 LW3063
 LW3063                          SUPERSEDED SURVEY CONTROL
 LW3063
 LW3063  NAD 83(1992)-  41 21 29.13136(N)    071 42 12.90331(W) AD(       ) 2
 LW3063  NAD 83(1986)-  41 21 29.12993(N)    071 42 12.90439(W) AD(       ) 2
 LW3063  NAD 27      -  41 21 28.77000(N)    071 42 14.67300(W) AD(       ) 2
 LW3063  NGVD 29 (07/19/86)   31.05   (m)          101.9    (f) LEVELING    3  
 LW3063
 LW3063.Superseded values are not recommended for survey control.
 LW3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3063.See file dsdata.txt to determine how the superseded data were derived.
 LW3063
 LW3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7384982037(NAD 83)
 LW3063_MARKER: Z = SEE DESCRIPTION
 LW3063_SETTING: 0 = UNSPECIFIED SETTING
 LW3063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3063
 LW3063  HISTORY     - Date     Condition        Report By
 LW3063  HISTORY     - 1943     MONUMENTED       CGS
 LW3063  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW3063
 LW3063                          STATION DESCRIPTION
 LW3063
 LW3063'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3063'STATION IS LOCATED ON THE TOP OF A SMALL HILL OR KNOLL ABOUT 50
 LW3063'YDS. N OF THE CHARLESTOWN FIRST BAPTIST CHURCH.  IT IS THE PINTLE
 LW3063'CENTER OF THE INSTRUMENT HOUSED IN THE E ROOM ON THE SECOND FLOOR
 LW3063'IN THE FIRE CONTROL BUILDING.  THIS STATION WAS LOCATED BY
 LW3063'TRAVERSE FROM STATION HISCOX.
 LW3063
 LW3063                          STATION RECOVERY (1994)
 LW3063
 LW3063'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3304 ***********************************************************************
 LW3304  DESIGNATION -  B 1/2 S 1/2 1943
 LW3304  PID         -  LW3304
 LW3304  STATE/COUNTY-  RI/WASHINGTON
 LW3304  USGS QUAD   -  WATCH HILL (1984)
 LW3304
 LW3304                         *CURRENT SURVEY CONTROL
 LW3304  ___________________________________________________________________
 LW3304* NAD 83(1996)-  41 18 14.24658(N)    071 51 29.99165(W)     ADJUSTED  
 LW3304* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW3304  ___________________________________________________________________
 LW3304  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 LW3304  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW3304
 LW3304  HORZ ORDER  -  SECOND
 LW3304
 LW3304.The horizontal coordinates were established by classical geodetic methods
 LW3304.and adjusted by the National Geodetic Survey in August 1998..
 LW3304
 LW3304.The orthometric height was scaled from a topographic map.
 LW3304
 LW3304.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3304
 LW3304.The geoid height was determined by GEOID03.
 LW3304
 LW3304;                    North         East     Units Scale Factor Converg.
 LW3304;SPC RI       -    24,563.776    69,990.842   MT  1.00000483   -0 14 11.5
 LW3304;SPC RI       -    80,589.66    229,628.29   sFT  1.00000483   -0 14 11.5
 LW3304;SPC CT       -   205,051.820   379,473.655   MT  0.99999113   +0 35 28.4
 LW3304;SPC CT       -   672,740.85  1,244,989.82   sFT  0.99999113   +0 35 28.4
 LW3304;UTM  19      - 4,576,441.650   260,704.777   MT  1.00030478   -1 53 15.2
 LW3304
 LW3304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3304!SPC RI       -   1.00000360  x   1.00000483  =   1.00000843
 LW3304!SPC CT       -   1.00000360  x   0.99999113  =   0.99999473
 LW3304!UTM  19      -   1.00000360  x   1.00030478  =   1.00030839
 LW3304
 LW3304                          SUPERSEDED SURVEY CONTROL
 LW3304
 LW3304  NAD 83(1992)-  41 18 14.24525(N)    071 51 29.99085(W) AD(       ) 2
 LW3304  NAD 83(1986)-  41 18 14.24433(N)    071 51 29.99353(W) AD(       ) 2
 LW3304  NAD 27      -  41 18 13.88400(N)    071 51 31.74800(W) AD(       ) 2
 LW3304
 LW3304.Superseded values are not recommended for survey control.
 LW3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3304.See file dsdata.txt to determine how the superseded data were derived.
 LW3304
 LW3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6070576442(NAD 83)
 LW3304_MARKER: Z = SEE DESCRIPTION
 LW3304_SETTING: 0 = UNSPECIFIED SETTING
 LW3304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3304
 LW3304  HISTORY     - Date     Condition        Report By
 LW3304  HISTORY     - 1943     MONUMENTED       CGS
 LW3304  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW3304
 LW3304                          STATION DESCRIPTION
 LW3304
 LW3304'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3304'STATION IS LOCATED NEAR THE TIP OF THE POINT AT WATCH HILL.  IT
 LW3304'IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE CONCRETE
 LW3304'FIRE CONTROL TOWER.  THIS STATION WAS LOCATED BY TRAVERSE FROM
 LW3304'STATION FINIS.
 LW3304
 LW3304                          STATION RECOVERY (1994)
 LW3304
 LW3304'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3062 ***********************************************************************
 LW3062  DESIGNATION -  B 1/3 S 1/3 1943
 LW3062  PID         -  LW3062
 LW3062  STATE/COUNTY-  RI/WASHINGTON
 LW3062  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3062
 LW3062                         *CURRENT SURVEY CONTROL
 LW3062  ___________________________________________________________________
 LW3062* NAD 83(1996)-  41 21 29.14699(N)    071 42 13.07897(W)     ADJUSTED  
 LW3062* NAVD 88     -        30.77   (+/-2cm)     101.0    (feet)  VERTCON   
 LW3062  ___________________________________________________________________
 LW3062  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LW3062  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW3062
 LW3062  HORZ ORDER  -  SECOND
 LW3062  VERT ORDER  -  THIRD ? (See Below)
 LW3062
 LW3062.The horizontal coordinates were established by classical geodetic methods
 LW3062.and adjusted by the National Geodetic Survey in August 1998..
 LW3062
 LW3062.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3062.The vertical order pertains to the NGVD 29 superseded value.
 LW3062
 LW3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3062
 LW3062.The geoid height was determined by GEOID03.
 LW3062
 LW3062;                    North         East     Units Scale Factor Converg.
 LW3062;SPC RI       -    30,534.501    82,960.460   MT  0.99999732   -0 08 04.4
 LW3062;SPC RI       -   100,178.61    272,179.44   sFT  0.99999732   -0 08 04.4
 LW3062;UTM  19      - 4,582,037.519   273,844.613   MT  1.00022949   -1 47 14.0
 LW3062
 LW3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3062!SPC RI       -   0.99999997  x   0.99999732  =   0.99999729
 LW3062!UTM  19      -   0.99999997  x   1.00022949  =   1.00022946
 LW3062
 LW3062                          SUPERSEDED SURVEY CONTROL
 LW3062
 LW3062  NAD 83(1992)-  41 21 29.14566(N)    071 42 13.07819(W) AD(       ) 2
 LW3062  NAD 83(1986)-  41 21 29.14422(N)    071 42 13.07928(W) AD(       ) 2
 LW3062  NAD 27      -  41 21 28.78400(N)    071 42 14.84800(W) AD(       ) 2
 LW3062  NGVD 29 (07/19/86)   31.05   (m)          101.9    (f) LEVELING    3  
 LW3062
 LW3062.Superseded values are not recommended for survey control.
 LW3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3062.See file dsdata.txt to determine how the superseded data were derived.
 LW3062
 LW3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7384582038(NAD 83)
 LW3062_MARKER: Z = SEE DESCRIPTION
 LW3062_SETTING: 0 = UNSPECIFIED SETTING
 LW3062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3062
 LW3062  HISTORY     - Date     Condition        Report By
 LW3062  HISTORY     - 1943     MONUMENTED       CGS
 LW3062  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW3062
 LW3062                          STATION DESCRIPTION
 LW3062
 LW3062'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3062'STATION IS LOCATED ON THE TOP OF A SMALL HILL OR KNOLL ABOUT 50
 LW3062'YDS. N OF THE CHARLESTOWN FIRST BAPTIST CHURCH.  IT IS THE PINTLE
 LW3062'CENTER OF THE INSTRUMENT HOUSED ON THE THIRD FLOOR IN THE FIRE
 LW3062'CONTROL BUILDING.  THIS STATION WAS LOCATED BY TRAVERSE FROM
 LW3062'STATION HISCOX.
 LW3062
 LW3062                          STATION RECOVERY (1994)
 LW3062
 LW3062'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3150 ***********************************************************************
 LW3150  DESIGNATION -  B 13/12 S 13/12 1943
 LW3150  PID         -  LW3150
 LW3150  STATE/COUNTY-  RI/WASHINGTON
 LW3150  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3150
 LW3150                         *CURRENT SURVEY CONTROL
 LW3150  ___________________________________________________________________
 LW3150* NAD 83(1996)-  41 08 55.86274(N)    071 35 46.76124(W)     ADJUSTED  
 LW3150* NAVD 88     -        45.29   (+/-2cm)     148.6    (feet)  VERTCON   
 LW3150  ___________________________________________________________________
 LW3150  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 LW3150  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LW3150
 LW3150  HORZ ORDER  -  SECOND
 LW3150  VERT ORDER  -  THIRD ? (See Below)
 LW3150
 LW3150.The horizontal coordinates were established by classical geodetic methods
 LW3150.and adjusted by the National Geodetic Survey in August 1998..
 LW3150
 LW3150.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3150.The vertical order pertains to the NGVD 29 superseded value.
 LW3150
 LW3150.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3150
 LW3150.The geoid height was determined by GEOID03.
 LW3150
 LW3150;                    North         East     Units Scale Factor Converg.
 LW3150;SPC RI       -     7,280.540    91,914.192   MT  0.99999455   -0 03 48.2
 LW3150;SPC RI       -    23,886.24    301,555.14   sFT  0.99999455   -0 03 48.2
 LW3150;UTM  19      - 4,558,530.546   282,127.139   MT  1.00018425   -1 42 32.7
 LW3150
 LW3150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3150!SPC RI       -   0.99999772  x   0.99999455  =   0.99999227
 LW3150!UTM  19      -   0.99999772  x   1.00018425  =   1.00018197
 LW3150
 LW3150                          SUPERSEDED SURVEY CONTROL
 LW3150
 LW3150  NAD 83(1996)-  41 08 55.86090(N)    071 35 46.75986(W) AD(       ) 2
 LW3150  NAD 83(1992)-  41 08 55.86074(N)    071 35 46.76002(W) AD(       ) 2
 LW3150  NAD 83(1992)-  41 08 55.85948(N)    071 35 46.76100(W) AD(       ) 2
 LW3150  NAD 83(1986)-  41 08 55.85695(N)    071 35 46.76175(W) AD(       ) 2
 LW3150  NAD 27      -  41 08 55.49200(N)    071 35 48.55000(W) AD(       ) 2
 LW3150  NGVD 29 (07/19/86)   45.57   (m)          149.5    (f) LEVELING    3  
 LW3150
 LW3150.Superseded values are not recommended for survey control.
 LW3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3150.See file dsdata.txt to determine how the superseded data were derived.
 LW3150
 LW3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8212758531(NAD 83)
 LW3150_MARKER: Z = SEE DESCRIPTION
 LW3150_SETTING: 0 = UNSPECIFIED SETTING
 LW3150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3150
 LW3150  HISTORY     - Date     Condition        Report By
 LW3150  HISTORY     - 1943     MONUMENTED       CGS
 LW3150
 LW3150                          STATION DESCRIPTION
 LW3150
 LW3150'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3150'STATION IS LOCATED ON THE S SIDE OF BLOCK ISLAND, AT BLACK ROCK
 LW3150'POINT.  IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED ON THE
 LW3150'FIRST FLOOR IN THE FIRE CONTROL BUILDING.  THIS STATION WAS
 LW3150'LOCATED BY TRAVERSE FROM STATION BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0122 ***********************************************************************
 LW0122  DESIGNATION -  B 17
 LW0122  PID         -  LW0122
 LW0122  STATE/COUNTY-  RI/KENT
 LW0122  USGS QUAD   -  EAST GREENWICH (1975)
 LW0122
 LW0122                         *CURRENT SURVEY CONTROL
 LW0122  ___________________________________________________________________
 LW0122* NAD 83(1986)-  41 42 41.     (N)    071 26 53.     (W)     SCALED    
 LW0122* NAVD 88     -        16.425  (meters)      53.89   (feet)  ADJUSTED  
 LW0122  ___________________________________________________________________
 LW0122  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW0122  DYNAMIC HT  -          16.419 (meters)      53.87  (feet)  COMP
 LW0122  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 LW0122
 LW0122  VERT ORDER  -  FIRST     CLASS I
 LW0122
 LW0122.The horizontal coordinates were scaled from a topographic map and have
 LW0122.an estimated accuracy of +/- 6 seconds.
 LW0122
 LW0122.The orthometric height was determined by differential leveling
 LW0122.and adjusted by the National Geodetic Survey in June 1991..
 LW0122
 LW0122.The geoid height was determined by GEOID03.
 LW0122
 LW0122.The dynamic height is computed by dividing the NAVD 88
 LW0122.geopotential number by the normal gravity value computed on the
 LW0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0122.degrees latitude (g = 980.6199 gals.).
 LW0122
 LW0122.The modeled gravity was interpolated from observed gravity values.
 LW0122
 LW0122;                    North         East    Units  Estimated Accuracy
 LW0122;SPC RI       -    69,750.      104,320.      MT  (+/- 180 meters Scaled)
 LW0122
 LW0122                          SUPERSEDED SURVEY CONTROL
 LW0122
 LW0122  NGVD 29 (??/??/92)   16.682  (m)           54.73   (f) ADJ UNCH    1 1
 LW0122
 LW0122.Superseded values are not recommended for survey control.
 LW0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0122.See file dsdata.txt to determine how the superseded data were derived.
 LW0122
 LW0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG963206(NAD 83)
 LW0122_MARKER: DB = BENCH MARK DISK
 LW0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0122_SP_SET: PIER
 LW0122_STAMPING: B 17 1965
 LW0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0122
 LW0122  HISTORY     - Date     Condition        Report By
 LW0122  HISTORY     - 1965     MONUMENTED       CGS
 LW0122  HISTORY     - 1969     GOOD             NGS
 LW0122
 LW0122                          STATION DESCRIPTION
 LW0122
 LW0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0122'AT WARWICK.
 LW0122'AT WARWICK, NEAR THE INTERSECTION OF STATE HIGHWAY 113 AND
 LW0122'U.S. HIGHWAY 1, IN THE GREENWOOD SECTION OF WARWICK, SET ON THE
 LW0122'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE PIER OF THE
 LW0122'HIGHWAY OVERPASS OVER THE PENN CENTRAL RAILROAD, 20 FEET
 LW0122'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST ONE OF TWO
 LW0122'TRACKS, 6 FEET ABOVE THE LEVEL OF THE TRACK AND 15 FEET BELOW
 LW0122'THE LEVEL OF U.S. HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2962 ***********************************************************************
 LW2962  DESIGNATION -  B 1/7 S 1/7 1943
 LW2962  PID         -  LW2962
 LW2962  STATE/COUNTY-  RI/WASHINGTON
 LW2962  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2962
 LW2962                         *CURRENT SURVEY CONTROL
 LW2962  ___________________________________________________________________
 LW2962* NAD 83(1996)-  41 23 00.85909(N)    071 28 41.34627(W)     ADJUSTED  
 LW2962* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2962  ___________________________________________________________________
 LW2962  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 LW2962  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW2962
 LW2962  HORZ ORDER  -  SECOND
 LW2962
 LW2962.The horizontal coordinates were established by classical geodetic methods
 LW2962.and adjusted by the National Geodetic Survey in August 1998..
 LW2962
 LW2962.The orthometric height was scaled from a topographic map.
 LW2962
 LW2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2962
 LW2962.The geoid height was determined by GEOID03.
 LW2962
 LW2962;                    North         East     Units Scale Factor Converg.
 LW2962;SPC RI       -    33,344.052   101,827.498   MT  0.99999379   +0 00 52.0
 LW2962;SPC RI       -   109,396.28    334,079.05   sFT  0.99999379   +0 00 52.0
 LW2962;UTM  19      - 4,584,302.074   292,788.318   MT  1.00012844   -1 38 20.0
 LW2962
 LW2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2962!SPC RI       -   1.00000386  x   0.99999379  =   0.99999765
 LW2962!UTM  19      -   1.00000386  x   1.00012844  =   1.00013230
 LW2962
 LW2962                          SUPERSEDED SURVEY CONTROL
 LW2962
 LW2962  NAD 83(1996)-  41 23 00.85819(N)    071 28 41.34512(W) AD(       ) 2
 LW2962  NAD 83(1992)-  41 23 00.85770(N)    071 28 41.34559(W) AD(       ) 2
 LW2962  NAD 83(1992)-  41 23 00.85654(N)    071 28 41.34529(W) AD(       ) 2
 LW2962  NAD 83(1986)-  41 23 00.85607(N)    071 28 41.34473(W) AD(       ) 2
 LW2962  NAD 27      -  41 23 00.48800(N)    071 28 43.13700(W) AD(       ) 2
 LW2962
 LW2962.Superseded values are not recommended for survey control.
 LW2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2962.See file dsdata.txt to determine how the superseded data were derived.
 LW2962
 LW2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9278884302(NAD 83)
 LW2962_MARKER: Z = SEE DESCRIPTION
 LW2962_SETTING: 0 = UNSPECIFIED SETTING
 LW2962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2962
 LW2962  HISTORY     - Date     Condition        Report By
 LW2962  HISTORY     - 1943     MONUMENTED       CGS
 LW2962  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2962  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2962
 LW2962                          STATION DESCRIPTION
 LW2962
 LW2962'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2962'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT GREENE ON
 LW2962'POINT JUDITH.  IT IS THE PINTLE CENTER OF THE E INSTRUMENT HOUSED
 LW2962'ON THE FIRST FLOOR IN THE FIRE CONTROL BUILDING WHICH IS LOCATED
 LW2962'ABOUT 180 FT. W OF THE 110-FT. STEEL TOWER KNOWN AS TOWER 7.  THIS
 LW2962'STATION WAS LOCATED BY TRAVERSE FROM STATION GREENE.
 LW2962
 LW2962                          STATION RECOVERY (1954)
 LW2962
 LW2962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2962'THE BUILDING AND THE SHAFT, WHICH SUPPORTED THE INSTRUMENT, ARE
 LW2962'STILL IN PLACE.  THE INSTRUMENT HAS BEEN REMOVED.
 LW2962
 LW2962                          STATION RECOVERY (1994)
 LW2962
 LW2962'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0749 ***********************************************************************
 LW0749  DESIGNATION -  B 18
 LW0749  PID         -  LW0749
 LW0749  STATE/COUNTY-  RI/WASHINGTON
 LW0749  USGS QUAD   -  WATCH HILL (1984)
 LW0749
 LW0749                         *CURRENT SURVEY CONTROL
 LW0749  ___________________________________________________________________
 LW0749* NAD 83(1986)-  41 21 48.     (N)    071 49 05.     (W)     SCALED    
 LW0749* NAVD 88     -        33.648  (meters)     110.39   (feet)  ADJUSTED  
 LW0749  ___________________________________________________________________
 LW0749  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW0749  DYNAMIC HT  -          33.636 (meters)     110.35  (feet)  COMP
 LW0749  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 LW0749
 LW0749  VERT ORDER  -  FIRST     CLASS I
 LW0749
 LW0749.The horizontal coordinates were scaled from a topographic map and have
 LW0749.an estimated accuracy of +/- 6 seconds.
 LW0749
 LW0749.The orthometric height was determined by differential leveling
 LW0749.and adjusted by the National Geodetic Survey in June 1991..
 LW0749
 LW0749.The geoid height was determined by GEOID03.
 LW0749
 LW0749.The dynamic height is computed by dividing the NAVD 88
 LW0749.geopotential number by the normal gravity value computed on the
 LW0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0749.degrees latitude (g = 980.6199 gals.).
 LW0749
 LW0749.The modeled gravity was interpolated from observed gravity values.
 LW0749
 LW0749;                    North         East    Units  Estimated Accuracy
 LW0749;SPC RI       -    31,150.       73,390.      MT  (+/- 180 meters Scaled)
 LW0749
 LW0749                          SUPERSEDED SURVEY CONTROL
 LW0749
 LW0749  NGVD 29 (??/??/92)   33.937  (m)          111.34   (f) ADJ UNCH    1 1
 LW0749
 LW0749.Superseded values are not recommended for survey control.
 LW0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0749.See file dsdata.txt to determine how the superseded data were derived.
 LW0749
 LW0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF642829(NAD 83)
 LW0749_MARKER: DB = BENCH MARK DISK
 LW0749_SETTING: 80 = SET IN A BOULDER
 LW0749_SP_SET: BOULDER
 LW0749_STAMPING: B 18 1965
 LW0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0749+STABILITY: SURFACE MOTION
 LW0749
 LW0749  HISTORY     - Date     Condition        Report By
 LW0749  HISTORY     - 1965     MONUMENTED       CGS
 LW0749  HISTORY     - 1984     GOOD             USPSQD
 LW0749  HISTORY     - 1988     GOOD             USPSQD
 LW0749  HISTORY     - 1988     GOOD             USPSQD
 LW0749  HISTORY     - 1989     GOOD             USPSQD
 LW0749
 LW0749                          STATION DESCRIPTION
 LW0749
 LW0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0749'1.3 MI SE FROM WESTERLY.
 LW0749'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION OF
 LW0749'BROAD AND MAIN STREET AT WESTERLY, NEAR THE JUNCTION OF WELLS
 LW0749'STREET, SET IN THE TOP OF AND 2 FEET NORTHWEST OF THE HIGHEST
 LW0749'PART OF AN 11-BY-8-FOOT BURIED BOULDER WHICH PROJECTS 2 1/2 FEET
 LW0749'ABOVE THE LEVEL OF THE GROUND, 267 FEET WEST OF THE CENTER LINE
 LW0749'OF THE HIGHWAY, 95 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LW0749'RESIDENCE AT 88 WELLS STREET, 27 FEET NORTH OF THE CENTER LINE
 LW0749'OF WELLS STREET AND ABOUT 3 FEET ABOVE THE LEVEL OF WELLS STREET.
 LW0749
 LW0749                          STATION RECOVERY (1984)
 LW0749
 LW0749'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0749'RECOVERED IN GOOD CONDITION.
 LW0749
 LW0749                          STATION RECOVERY (1988)
 LW0749
 LW0749'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0749'RECOVERED IN GOOD CONDITION.
 LW0749
 LW0749                          STATION RECOVERY (1988)
 LW0749
 LW0749'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0749'RECOVERED IN GOOD CONDITION.
 LW0749
 LW0749                          STATION RECOVERY (1989)
 LW0749
 LW0749'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0945 ***********************************************************************
 LW0945  DESIGNATION -  B 19
 LW0945  PID         -  LW0945
 LW0945  STATE/COUNTY-  RI/WASHINGTON
 LW0945  USGS QUAD   -  ASHAWAY (1984)
 LW0945
 LW0945                         *CURRENT SURVEY CONTROL
 LW0945  ___________________________________________________________________
 LW0945* NAD 83(1986)-  41 23 46.     (N)    071 48 03.     (W)     SCALED    
 LW0945* NAVD 88     -        20.715  (meters)      67.96   (feet)  ADJUSTED  
 LW0945  ___________________________________________________________________
 LW0945  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LW0945  DYNAMIC HT  -          20.707 (meters)      67.94  (feet)  COMP
 LW0945  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 LW0945
 LW0945  VERT ORDER  -  SECOND    CLASS 0
 LW0945
 LW0945.The horizontal coordinates were scaled from a topographic map and have
 LW0945.an estimated accuracy of +/- 6 seconds.
 LW0945
 LW0945.The orthometric height was determined by differential leveling
 LW0945.and adjusted by the National Geodetic Survey in June 1991..
 LW0945
 LW0945.The geoid height was determined by GEOID03.
 LW0945
 LW0945.The dynamic height is computed by dividing the NAVD 88
 LW0945.geopotential number by the normal gravity value computed on the
 LW0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0945.degrees latitude (g = 980.6199 gals.).
 LW0945
 LW0945.The modeled gravity was interpolated from observed gravity values.
 LW0945
 LW0945;                    North         East    Units  Estimated Accuracy
 LW0945;SPC RI       -    34,780.       74,840.      MT  (+/- 180 meters Scaled)
 LW0945
 LW0945                          SUPERSEDED SURVEY CONTROL
 LW0945
 LW0945  NGVD 29 (??/??/92)   20.999  (m)           68.89   (f) ADJ UNCH    2 0
 LW0945
 LW0945.Superseded values are not recommended for survey control.
 LW0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0945.See file dsdata.txt to determine how the superseded data were derived.
 LW0945
 LW0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF658865(NAD 83)
 LW0945_MARKER: DB = BENCH MARK DISK
 LW0945_SETTING: 66 = SET IN ROCK OUTCROP
 LW0945_SP_SET: ROCK LEDGE
 LW0945_STAMPING: B 19 1969
 LW0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0945+STABILITY: POSITION/ELEVATION WELL
 LW0945
 LW0945  HISTORY     - Date     Condition        Report By
 LW0945  HISTORY     - 1969     MONUMENTED       CGS
 LW0945  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LW0945
 LW0945                          STATION DESCRIPTION
 LW0945
 LW0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0945'1.7 MI NE FROM WESTERLY.
 LW0945'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 91 FROM THE JUNCTION OF
 LW0945'STATE HIGHWAY 3 AT WESTERLY, THENCE 1.1 MILES NORTHEAST ALONG
 LW0945'OLD HOPKINTON ROAD, ALSO ABOUT 2.05 MILES SOUTH ALONG STATE
 LW0945'HIGHWAY 3 FROM THE SOUTH JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY,
 LW0945'153 FEET NORTH OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 3 AND
 LW0945'OLD HOPKINTON ROAD, SET ON THE TOP OF THE NORTHWEST EDGE OF THE
 LW0945'EXPOSED PORTION OF A ROCK LEDGE WHICH IS ABOUT 100 FEET LONG AND
 LW0945'25 FEET WIDE, 97 FEET NORTHEAST OF THE CENTER LINE OF FORRESTAL
 LW0945'DRIVE, 38 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LW0945'27 FEET NORTH OF CABLE POLE NO. 4, AND ABOUT 4 FEET ABOVE THE
 LW0945'LEVEL OF THE HIGHWAY.
 LW0945
 LW0945                          STATION RECOVERY (1985)
 LW0945
 LW0945'RECOVERY NOTE BY US POWER SQUADRON 1985
 LW0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0134 ***********************************************************************
 LW0134  DESIGNATION -  B 2
 LW0134  PID         -  LW0134
 LW0134  STATE/COUNTY-  RI/KENT
 LW0134  USGS QUAD   -  EAST GREENWICH (1975)
 LW0134
 LW0134                         *CURRENT SURVEY CONTROL
 LW0134  ___________________________________________________________________
 LW0134* NAD 83(1986)-  41 44 31.     (N)    071 26 11.     (W)     SCALED    
 LW0134* NAVD 88     -        15.877  (meters)      52.09   (feet)  ADJUSTED  
 LW0134  ___________________________________________________________________
 LW0134  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW0134  DYNAMIC HT  -          15.871 (meters)      52.07  (feet)  COMP
 LW0134  MODELED GRAV-     980,299.4   (mgal)                       NAVD 88
 LW0134
 LW0134  VERT ORDER  -  FIRST     CLASS I
 LW0134
 LW0134.The horizontal coordinates were scaled from a topographic map and have
 LW0134.an estimated accuracy of +/- 6 seconds.
 LW0134
 LW0134.The orthometric height was determined by differential leveling
 LW0134.and adjusted by the National Geodetic Survey in June 1991..
 LW0134
 LW0134.The geoid height was determined by GEOID03.
 LW0134
 LW0134.The dynamic height is computed by dividing the NAVD 88
 LW0134.geopotential number by the normal gravity value computed on the
 LW0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0134.degrees latitude (g = 980.6199 gals.).
 LW0134
 LW0134.The modeled gravity was interpolated from observed gravity values.
 LW0134
 LW0134;                    North         East    Units  Estimated Accuracy
 LW0134;SPC RI       -    73,150.      105,290.      MT  (+/- 180 meters Scaled)
 LW0134
 LW0134                          SUPERSEDED SURVEY CONTROL
 LW0134
 LW0134  NGVD 29 (??/??/92)   16.130  (m)           52.92   (f) ADJ UNCH    1 1
 LW0134
 LW0134.Superseded values are not recommended for survey control.
 LW0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0134.See file dsdata.txt to determine how the superseded data were derived.
 LW0134
 LW0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG974239(NAD 83)
 LW0134_MARKER: DB = BENCH MARK DISK
 LW0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0134_SP_SET: OVERPASS ABUTMENT
 LW0134_STAMPING: ELEV 53.005 FT B 2 1923
 LW0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0134
 LW0134  HISTORY     - Date     Condition        Report By
 LW0134  HISTORY     - 1923     MONUMENTED       CGS
 LW0134  HISTORY     - 1965     GOOD             NGS
 LW0134
 LW0134                          STATION DESCRIPTION
 LW0134
 LW0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0134'AT WARWICK.
 LW0134'AT WARWICK, IN THE LINCOLN PARK SECTION, ALONG THE NEW YORK,
 LW0134'NEW HAVEN AND HARTFORD RAILROAD, SET ON THE TOP OF THE SOUTHEAST
 LW0134'END OF THE NORTHEAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS
 LW0134'OVER LINCOLN AVENUE, 5.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 LW0134'OF THE SOUTHEAST ONE OF TWO TRACKS, 1.0 FOOT NORTHEAST OF THE
 LW0134'SOUTHEAST END OF THE ABUTMENT AND 2 1/2 FEET BELOW THE LEVEL OF THE
 LW0134'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2873 ***********************************************************************
 LW2873  DESIGNATION -  B 2 VARNUM 1940
 LW2873  PID         -  LW2873
 LW2873  STATE/COUNTY-  RI/NEWPORT
 LW2873  USGS QUAD   -  NEWPORT (1975)
 LW2873
 LW2873                         *CURRENT SURVEY CONTROL
 LW2873  ___________________________________________________________________
 LW2873* NAD 83(1996)-  41 28 46.38279(N)    071 21 32.60813(W)     ADJUSTED  
 LW2873* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 LW2873  ___________________________________________________________________
 LW2873  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LW2873  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW2873
 LW2873  HORZ ORDER  -  THIRD
 LW2873
 LW2873.The horizontal coordinates were established by classical geodetic methods
 LW2873.and adjusted by the National Geodetic Survey in August 1998..
 LW2873
 LW2873.The orthometric height was scaled from a topographic map.
 LW2873
 LW2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2873
 LW2873.The geoid height was determined by GEOID03.
 LW2873
 LW2873;                    North         East     Units Scale Factor Converg.
 LW2873;SPC RI       -    44,012.968   111,771.762   MT  0.99999545   +0 05 36.1
 LW2873;SPC RI       -   144,399.21    366,704.52   sFT  0.99999545   +0 05 36.1
 LW2873;UTM  19      - 4,594,680.488   303,037.648   MT  1.00007744   -1 33 46.9
 LW2873
 LW2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2873!SPC RI       -   1.00000209  x   0.99999545  =   0.99999754
 LW2873!UTM  19      -   1.00000209  x   1.00007744  =   1.00007953
 LW2873
 LW2873                          SUPERSEDED SURVEY CONTROL
 LW2873
 LW2873  NAD 83(1996)-  41 28 46.38231(N)    071 21 32.60734(W) AD(       ) 4
 LW2873  NAD 83(1992)-  41 28 46.38121(N)    071 21 32.60748(W) AD(       ) 4
 LW2873  NAD 83(1992)-  41 28 46.38061(N)    071 21 32.60710(W) AD(       ) 4
 LW2873  NAD 83(1986)-  41 28 46.38062(N)    071 21 32.60513(W) AD(       ) 4
 LW2873  NAD 27      -  41 28 46.01100(N)    071 21 34.41000(W) AD(       ) 3
 LW2873
 LW2873.Superseded values are not recommended for survey control.
 LW2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2873.See file dsdata.txt to determine how the superseded data were derived.
 LW2873
 LW2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0303894680(NAD 83)
 LW2873_MARKER: Z = SEE DESCRIPTION
 LW2873_SETTING: 0 = UNSPECIFIED SETTING
 LW2873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW2873+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2005
 LW2873
 LW2873  HISTORY     - Date     Condition        Report By
 LW2873  HISTORY     - 1940     MONUMENTED       CGS
 LW2873  HISTORY     - 19941013 MARK NOT FOUND   USPSQD
 LW2873  HISTORY     - 20051108 GOOD             USPSQD
 LW2873
 LW2873                          STATION DESCRIPTION
 LW2873
 LW2873'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2873'STATION IS LOCATED ABOUT 2 MI. S OF THE TOWN OF JAMESTOWN, ON THE
 LW2873'GOVERNMENT RESERVATION OF FORT WETHERILL, AND IS THE CENTER OF THE
 LW2873'E ONE OF TWO INSTRUMENTS HOUSED IN THE SEMI-HEXAGONAL FRONTED, RED
 LW2873'BRICK, FIRE-CONTROL BUILDING LOCATED ON THE SUMMIT OF THE HIGH
 LW2873'KNOLL, IN THE E PART OF THE FORT, N OF THE N END OF WEST COVE.
 LW2873'
 LW2873'IT WAS NOT MARKED PERMANENTLY.
 LW2873'
 LW2873'IT WAS LOCATED BY TRAVERSE FROM STATION B 2 WHEATON.
 LW2873'
 LW2873'THIS IS A TRAVERSE STATION.
 LW2873
 LW2873                          STATION RECOVERY (1994)
 LW2873
 LW2873'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2873'MARK NOT FOUND.
 LW2873
 LW2873                          STATION RECOVERY (2005)
 LW2873
 LW2873'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2873'THIS STATION HAS RECENTLY BEEN RE-ESTABLISHED.  IT IS MARKED BY A
 LW2873'SMALL PUNCH HOLE IN THE CENTER OF A ROUND THREADED PLUG ON A PEDESTAL
 LW2873'ABOUT 4 FEET ABOVE THE FLOOR.  THE PEDESTAL IS LOCATED 8 FEET
 LW2873'NORTHEAST OF STATION B 2 WHEATON 1940.
 LW2873'COORDINATES BY GPS ARE 41 28 46.6 N  071 21 32.7 W
 LW2873' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2872 ***********************************************************************
 LW2872  DESIGNATION -  B 2 WHEATON 1940
 LW2872  PID         -  LW2872
 LW2872  STATE/COUNTY-  RI/NEWPORT
 LW2872  USGS QUAD   -  NEWPORT (1975)
 LW2872
 LW2872                         *CURRENT SURVEY CONTROL
 LW2872  ___________________________________________________________________
 LW2872* NAD 83(1996)-  41 28 46.35844(N)    071 21 32.70779(W)     ADJUSTED  
 LW2872* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 LW2872  ___________________________________________________________________
 LW2872  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LW2872  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW2872
 LW2872  HORZ ORDER  -  THIRD
 LW2872
 LW2872.The horizontal coordinates were established by classical geodetic methods
 LW2872.and adjusted by the National Geodetic Survey in August 1998..
 LW2872
 LW2872.The orthometric height was scaled from a topographic map.
 LW2872
 LW2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2872
 LW2872.The geoid height was determined by GEOID03.
 LW2872
 LW2872;                    North         East     Units Scale Factor Converg.
 LW2872;SPC RI       -    44,012.213   111,769.451   MT  0.99999545   +0 05 36.0
 LW2872;SPC RI       -   144,396.74    366,696.94   sFT  0.99999545   +0 05 36.0
 LW2872;UTM  19      - 4,594,679.800   303,035.316   MT  1.00007745   -1 33 47.0
 LW2872
 LW2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2872!SPC RI       -   1.00000209  x   0.99999545  =   0.99999754
 LW2872!UTM  19      -   1.00000209  x   1.00007745  =   1.00007954
 LW2872
 LW2872|---------------------------------------------------------------------|
 LW2872| PID    Reference Object                     Distance      Geod. Az  |
 LW2872|                                                           dddmmss.s |
 LW2872| LW2873 B 2 VARNUM 1940                       2.431 METERS 07200     |
 LW2872| LW0698 ADAMS                               APPROX. 1.7 KM 1190223.7 |
 LW2872| LW2844 VARNUM                              211.243 METERS 16451     |
 LW2872|---------------------------------------------------------------------|
 LW2872
 LW2872                          SUPERSEDED SURVEY CONTROL
 LW2872
 LW2872  NAD 83(1996)-  41 28 46.35796(N)    071 21 32.70699(W) AD(       ) 3
 LW2872  NAD 83(1992)-  41 28 46.35687(N)    071 21 32.70713(W) AD(       ) 3
 LW2872  NAD 83(1992)-  41 28 46.35627(N)    071 21 32.70676(W) AD(       ) 3
 LW2872  NAD 83(1986)-  41 28 46.35627(N)    071 21 32.70479(W) AD(       ) 3
 LW2872  NAD 27      -  41 28 45.98700(N)    071 21 34.51000(W) AD(       ) 3
 LW2872
 LW2872.Superseded values are not recommended for survey control.
 LW2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2872.See file dsdata.txt to determine how the superseded data were derived.
 LW2872
 LW2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0303594680(NAD 83)
 LW2872_MARKER: DS = TRIANGULATION STATION DISK
 LW2872_SETTING: 0 = UNSPECIFIED SETTING
 LW2872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2872
 LW2872  HISTORY     - Date     Condition        Report By
 LW2872  HISTORY     - 1940     MONUMENTED       CGS
 LW2872  HISTORY     - 19941013 GOOD             USPSQD
 LW2872  HISTORY     - 20051108 MARK NOT FOUND   USPSQD
 LW2872  HISTORY     - 20051111 POOR             USPSQD
 LW2872
 LW2872                          STATION DESCRIPTION
 LW2872
 LW2872'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2872'STATION IS LOCATED ABOUT 2 MI. S OF THE TOWN OF JAMESTOWN, ON THE
 LW2872'GOVERNMENT RESERVATION OF FORT WETHERILL, AND IS THE CENTER OF THE
 LW2872'W ONE OF TWO INSTRUMENTS HOUSED IN THE SEMI-HEXAGONAL FRONTED, RED
 LW2872'BRICK, FIRE-CONTROL BUILDING LOCATED ON THE SUMMIT OF THE HIGH
 LW2872'KNOLL, IN THE E PART OF THE FORT, N OF THE N END OF THE WEST COVE.
 LW2872'
 LW2872'IT IS A STANDARD STATION DISK, STAMPED B 2 WHEATON 1940 AND SET IN
 LW2872'A DRILL HOLE IN THE CONCRETE ROOF OF THE BUILDING FLUSH WITH THE
 LW2872'SURFACE.  IT IS DIRECTLY OVER THE CENTER OF THE INSTRUMENT.
 LW2872'
 LW2872'THE AZIMUTH MARK IS THE FINIAL OVER THE LIGHT ON THE ROSE ISLAND
 LW2872'LIGHTHOUSE.
 LW2872
 LW2872                          STATION RECOVERY (1994)
 LW2872
 LW2872'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2872'RECOVERED IN GOOD CONDITION.
 LW2872
 LW2872                          STATION RECOVERY (2005)
 LW2872
 LW2872'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2872'FOUND THE RED BRICK FIRE-CONTROL BUILDING, BUT IT HAS DETERIATED TO
 LW2872'THE POINT WHERE I COULD NO LONGER SAFELY GET TO THE ROOF.
 LW2872'COORDINATES BY GPS ARE 41 28 46.6 N  071 21 32.7 W
 LW2872' 
 LW2872
 LW2872                          STATION RECOVERY (2005)
 LW2872
 LW2872'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2872'ONLY THE CENTRAL 1 INCH (DIAMETER) CONTAINING THE TRIANGLE SYMBOL
 LW2872'REMAINS.  THE REST WAS PROBABLY BROKEN AWAY IN AN ATTEMPT TO REMOVE
 LW2872'IT. COORDINATES BY GPS ARE 41 28 46.6 N  071 21 32.7 W
 LW2872' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1159 ***********************************************************************
 LW1159  DESIGNATION -  B 20
 LW1159  PID         -  LW1159
 LW1159  STATE/COUNTY-  RI/WASHINGTON
 LW1159  USGS QUAD   -  HOPE VALLEY (1975)
 LW1159
 LW1159                         *CURRENT SURVEY CONTROL
 LW1159  ___________________________________________________________________
 LW1159* NAD 83(1986)-  41 32 34.     (N)    071 40 35.     (W)     SCALED    
 LW1159* NAVD 88     -        90.330  (meters)     296.36   (feet)  ADJUSTED  
 LW1159  ___________________________________________________________________
 LW1159  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW1159  DYNAMIC HT  -          90.298 (meters)     296.25  (feet)  COMP
 LW1159  MODELED GRAV-     980,268.9   (mgal)                       NAVD 88
 LW1159
 LW1159  VERT ORDER  -  SECOND    CLASS 0
 LW1159
 LW1159.The horizontal coordinates were scaled from a topographic map and have
 LW1159.an estimated accuracy of +/- 6 seconds.
 LW1159
 LW1159.The orthometric height was determined by differential leveling
 LW1159.and adjusted by the National Geodetic Survey in June 1991..
 LW1159
 LW1159.The geoid height was determined by GEOID03.
 LW1159
 LW1159.The dynamic height is computed by dividing the NAVD 88
 LW1159.geopotential number by the normal gravity value computed on the
 LW1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1159.degrees latitude (g = 980.6199 gals.).
 LW1159
 LW1159.The modeled gravity was interpolated from observed gravity values.
 LW1159
 LW1159;                    North         East    Units  Estimated Accuracy
 LW1159;SPC RI       -    51,040.       85,280.      MT  (+/- 180 meters Scaled)
 LW1159
 LW1159                          SUPERSEDED SURVEY CONTROL
 LW1159
 LW1159  NGVD 29 (??/??/92)   90.592  (m)          297.22   (f) ADJ UNCH    2 0
 LW1159
 LW1159.Superseded values are not recommended for survey control.
 LW1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1159.See file dsdata.txt to determine how the superseded data were derived.
 LW1159
 LW1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG767024(NAD 83)
 LW1159_MARKER: DB = BENCH MARK DISK
 LW1159_SETTING: 80 = SET IN A BOULDER
 LW1159_SP_SET: BOULDER
 LW1159_STAMPING: B 20 1969
 LW1159_MARK LOGO: CGS   
 LW1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1159+STABILITY: SURFACE MOTION
 LW1159
 LW1159  HISTORY     - Date     Condition        Report By
 LW1159  HISTORY     - 1969     MONUMENTED       CGS
 LW1159  HISTORY     - 1984     GOOD             RIGS
 LW1159  HISTORY     - 1987     GOOD             USPSQD
 LW1159  HISTORY     - 1988     GOOD             USPSQD
 LW1159  HISTORY     - 19900524 GOOD             USPSQD
 LW1159
 LW1159                          STATION DESCRIPTION
 LW1159
 LW1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1159'3.6 MI NE FROM HOPE VALLEY.
 LW1159'ABOUT 1.2 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 138 FROM
 LW1159'THE BAPTIST CHURCH AT HOPE VALLEY, THENCE 2.4 MILES NORTHEAST
 LW1159'ALONG INTERSTATE HIGHWAY 95, ABOUT 0.5 MILE NORTHEAST OF THE
 LW1159'STATE HIGHWAY 3 OVERPASS, SET ON THE TOP OF THE WEST CORNER OF A
 LW1159'FLAT TRIANGULAR SHAPED ROCK WHICH IS 12 FEET LONG - 9 FEET WIDE
 LW1159'AT THE EAST END AND 2 1/2 FEET HIGH AT THE WEST END, 77.7 FEET
 LW1159'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW1159'HIGHWAY, 80.6 FEET SOUTH OF THE SOUTHEAST END OF A 36-INCH PIPE
 LW1159'CULVERT UNDER THE HIGHWAY AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 LW1159'HIGHWAY.
 LW1159
 LW1159                          STATION RECOVERY (1984)
 LW1159
 LW1159'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1159'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  TO REACH THE
 LW1159'STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND STATE
 LW1159'HIGHWAY 138, EXIT 3, GO NORTH ON I-95 3.7 MILES TO ITS OVERPASS OVER
 LW1159'STATE ROUTE 3.  CONTINUE NORTH FOR 0.4 MILES TO THE STATION ON THE
 LW1159'RIGHT.  LOCATED 23.7 METERS (77.75 FT) SOUTHEAST FROM THE CENTERLINE
 LW1159'OF THE NORTHBOUND LANE OF I-95, 24.6 METERS (80.7 FT) SOUTH FROM THE
 LW1159'SOUTHEAST END OF A 36 INCH CULVERT UNDER THE HIGHWAY, 1.8 METERS (6.0
 LW1159'FT) WEST FROM A NARROW BROOK RUNNING THROUGH A LONG AND NARROW SWAMPY
 LW1159'AREA, 1.8 METERS (6.04 FT) SOUTH FROM A FIBERGLASS WITNESS POST.  THE
 LW1159'STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN A BOULDER 25
 LW1159'CENTIMETERS (8 INCHES) BELOW THE GROUND.
 LW1159
 LW1159                          STATION RECOVERY (1987)
 LW1159
 LW1159'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1159'RECOVERED IN GOOD CONDITION.
 LW1159
 LW1159                          STATION RECOVERY (1988)
 LW1159
 LW1159'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1159'RECOVERED IN GOOD CONDITION.
 LW1159
 LW1159                          STATION RECOVERY (1990)
 LW1159
 LW1159'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1421 ***********************************************************************
 LW1421  DESIGNATION -  B 21
 LW1421  PID         -  LW1421
 LW1421  STATE/COUNTY-  RI/KENT
 LW1421  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1421
 LW1421                         *CURRENT SURVEY CONTROL
 LW1421  ___________________________________________________________________
 LW1421* NAD 83(1986)-  41 42 15.     (N)    071 38 27.     (W)     SCALED    
 LW1421* NAVD 88     -        97.553  (meters)     320.06   (feet)  ADJUSTED  
 LW1421  ___________________________________________________________________
 LW1421  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW1421  DYNAMIC HT  -          97.519 (meters)     319.94  (feet)  COMP
 LW1421  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 LW1421
 LW1421  VERT ORDER  -  SECOND    CLASS 0
 LW1421
 LW1421.The horizontal coordinates were scaled from a topographic map and have
 LW1421.an estimated accuracy of +/- 6 seconds.
 LW1421
 LW1421.The orthometric height was determined by differential leveling
 LW1421.and adjusted by the National Geodetic Survey in June 1991..
 LW1421
 LW1421.The geoid height was determined by GEOID03.
 LW1421
 LW1421.The dynamic height is computed by dividing the NAVD 88
 LW1421.geopotential number by the normal gravity value computed on the
 LW1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1421.degrees latitude (g = 980.6199 gals.).
 LW1421
 LW1421.The modeled gravity was interpolated from observed gravity values.
 LW1421
 LW1421;                    North         East    Units  Estimated Accuracy
 LW1421;SPC RI       -    68,960.       88,280.      MT  (+/- 180 meters Scaled)
 LW1421
 LW1421                          SUPERSEDED SURVEY CONTROL
 LW1421
 LW1421  NGVD 29 (??/??/92)   97.797  (m)          320.86   (f) ADJ UNCH    2 0
 LW1421
 LW1421.Superseded values are not recommended for survey control.
 LW1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1421.See file dsdata.txt to determine how the superseded data were derived.
 LW1421
 LW1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG802203(NAD 83)
 LW1421_MARKER: DB = BENCH MARK DISK
 LW1421_SETTING: 66 = SET IN ROCK OUTCROP
 LW1421_SP_SET: ROCK CUT
 LW1421_STAMPING: B 21 1969
 LW1421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1421+STABILITY: POSITION/ELEVATION WELL
 LW1421
 LW1421  HISTORY     - Date     Condition        Report By
 LW1421  HISTORY     - 1969     MONUMENTED       CGS
 LW1421  HISTORY     - 1969     GOOD             USPSQD
 LW1421  HISTORY     - 1987     GOOD             USPSQD
 LW1421  HISTORY     - 1989     GOOD             USPSQD
 LW1421
 LW1421                          STATION DESCRIPTION
 LW1421
 LW1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1421'3.4 MI E FROM SUMMIT.
 LW1421'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY 117 FROM THE
 LW1421'INTERSECTION OF STATE HIGHWAY 102 AT SUMMIT, ABOUT 0.3 MILE
 LW1421'NORTHWEST OF THE JUNCTION OF HILL FARM ROAD AT COVENTRY CENTER,
 LW1421'ON THE OUTSIDE AND NEAR THE NORTHWEST END OF A CURVE, ABOUT
 LW1421'52 YARDS NORTHWEST OF THE JUNCTION OF A GRAVELED ROAD LEADING
 LW1421'WEST TO A ONE-STORY FRAME HOUSE, SET IN THE TOP OF A SLOPING ROCK
 LW1421'WHICH IS 2 FEET WIDE -1/2-FOOT HIGH AND IS PART OF A 10-FOOT
 LW1421'HIGH CUT, 26 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LW1421'14 FEET NORTHWEST OF POWER LINE POLE 328A, AND 1 1/2 FEET ABOVE
 LW1421'THE LEVEL OF THE HIGHWAY.
 LW1421
 LW1421                          STATION RECOVERY (1969)
 LW1421
 LW1421'RECOVERY NOTE BY US POWER SQUADRON 1969 (RMS)
 LW1421'RECOVERED IN GOOD CONDITION.
 LW1421
 LW1421                          STATION RECOVERY (1987)
 LW1421
 LW1421'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1421'RECOVERED IN GOOD CONDITION.
 LW1421
 LW1421                          STATION RECOVERY (1989)
 LW1421
 LW1421'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2920 ***********************************************************************
 LW2920  DESIGNATION -  B 2/1 S 2/1 1943
 LW2920  PID         -  LW2920
 LW2920  STATE/COUNTY-  RI/WASHINGTON
 LW2920  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2920
 LW2920                         *CURRENT SURVEY CONTROL
 LW2920  ___________________________________________________________________
 LW2920* NAD 83(1996)-  41 21 50.36439(N)    071 29 08.91941(W)     ADJUSTED  
 LW2920* NAVD 88     -         7.06   (+/-2cm)      23.2    (feet)  VERTCON   
 LW2920  ___________________________________________________________________
 LW2920  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 LW2920  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW2920
 LW2920  HORZ ORDER  -  SECOND
 LW2920  VERT ORDER  -  THIRD ? (See Below)
 LW2920
 LW2920.The horizontal coordinates were established by classical geodetic methods
 LW2920.and adjusted by the National Geodetic Survey in August 1998..
 LW2920
 LW2920.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2920.The vertical order pertains to the NGVD 29 superseded value.
 LW2920
 LW2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2920
 LW2920.The geoid height was determined by GEOID03.
 LW2920
 LW2920;                    North         East     Units Scale Factor Converg.
 LW2920;SPC RI       -    31,169.148   101,187.200   MT  0.99999377   +0 00 33.8
 LW2920;SPC RI       -   102,260.78    331,978.34   sFT  0.99999377   +0 00 33.8
 LW2920;UTM  19      - 4,582,146.252   292,085.452   MT  1.00013203   -1 38 35.9
 LW2920
 LW2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2920!SPC RI       -   1.00000366  x   0.99999377  =   0.99999743
 LW2920!UTM  19      -   1.00000366  x   1.00013203  =   1.00013569
 LW2920
 LW2920                          SUPERSEDED SURVEY CONTROL
 LW2920
 LW2920  NAD 83(1996)-  41 21 50.36342(N)    071 29 08.91821(W) AD(       ) 2
 LW2920  NAD 83(1992)-  41 21 50.36302(N)    071 29 08.91873(W) AD(       ) 2
 LW2920  NAD 83(1992)-  41 21 50.36176(N)    071 29 08.91844(W) AD(       ) 2
 LW2920  NAD 83(1986)-  41 21 50.36127(N)    071 29 08.91798(W) AD(       ) 2
 LW2920  NAD 27      -  41 21 49.99400(N)    071 29 10.70900(W) AD(       ) 2
 LW2920  NGVD 29 (07/19/86)    7.34   (m)           24.1    (f) LEVELING    3  
 LW2920
 LW2920.Superseded values are not recommended for survey control.
 LW2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2920.See file dsdata.txt to determine how the superseded data were derived.
 LW2920
 LW2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9208582146(NAD 83)
 LW2920_MARKER: Z = SEE DESCRIPTION
 LW2920_SETTING: 0 = UNSPECIFIED SETTING
 LW2920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2920
 LW2920  HISTORY     - Date     Condition        Report By
 LW2920  HISTORY     - 1943     MONUMENTED       CGS
 LW2920  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2920  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2920  HISTORY     - 20010807 MARK NOT FOUND   USPSQD
 LW2920
 LW2920                          STATION DESCRIPTION
 LW2920
 LW2920'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2920'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT GREENE, ON
 LW2920'POINT JUDITH, AND ABOUT 0.2 MI. N OF BATTERY 211.  IT IS THE
 LW2920'PINTLE CENTER OF THE W INSTRUMENT HOUSED ON THE SECOND FLOOR IN
 LW2920'THE CENTER ONE OF THREE FIRE CONTROL BUILDINGS.  THIS STATION WAS
 LW2920'LOCATED BY TRAVERSE FROM STATION REMBIJAS.
 LW2920
 LW2920                          STATION RECOVERY (1954)
 LW2920
 LW2920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2920'THE BUILDING AND THE SHAFT, WHICH SUPPORTED THE INSTRUMENT, ARE
 LW2920'STILL IN PLACE.  THE INSTRUMENT HAS BEEN REMOVED.
 LW2920
 LW2920                          STATION RECOVERY (1994)
 LW2920
 LW2920'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2920'MARK NOT FOUND.
 LW2920
 LW2920                          STATION RECOVERY (2001)
 LW2920
 LW2920'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2965 ***********************************************************************
 LW2965  DESIGNATION -  B 2/10 S 2/10
 LW2965  PID         -  LW2965
 LW2965  STATE/COUNTY-  RI/WASHINGTON
 LW2965  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2965
 LW2965                         *CURRENT SURVEY CONTROL
 LW2965  ___________________________________________________________________
 LW2965* NAD 83(1996)-  41 26 51.52976(N)    071 25 58.43250(W)     ADJUSTED  
 LW2965* NAVD 88     -                                                        
 LW2965  ___________________________________________________________________
 LW2965  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LW2965  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW2965
 LW2965  HORZ ORDER  -  THIRD
 LW2965
 LW2965.The horizontal coordinates were established by classical geodetic methods
 LW2965.and adjusted by the National Geodetic Survey in August 1998..
 LW2965
 LW2965
 LW2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2965
 LW2965.The geoid height was determined by GEOID03.
 LW2965
 LW2965;                    North         East     Units Scale Factor Converg.
 LW2965;SPC RI       -    40,462.265   105,607.242   MT  0.99999414   +0 02 39.9
 LW2965;SPC RI       -   132,749.95    346,479.76   sFT  0.99999414   +0 02 39.9
 LW2965;UTM  19      - 4,591,309.072   296,772.485   MT  1.00010830   -1 36 39.5
 LW2965
 LW2965                          SUPERSEDED SURVEY CONTROL
 LW2965
 LW2965  NAD 83(1996)-  41 26 51.52910(N)    071 25 58.43152(W) AD(       ) 4
 LW2965  NAD 83(1992)-  41 26 51.52828(N)    071 25 58.43183(W) AD(       ) 4
 LW2965  NAD 83(1992)-  41 26 51.52748(N)    071 25 58.43152(W) AD(       ) 4
 LW2965  NAD 83(1986)-  41 26 51.52761(N)    071 25 58.43010(W) AD(       ) 4
 LW2965  NAD 27      -  41 26 51.16100(N)    071 26 00.22100(W) AD(       ) 3
 LW2965
 LW2965.Superseded values are not recommended for survey control.
 LW2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2965.See file dsdata.txt to determine how the superseded data were derived.
 LW2965
 LW2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9677291309(NAD 83)
 LW2965_MARKER: Z = SEE DESCRIPTION
 LW2965_SETTING: 0 = UNSPECIFIED SETTING
 LW2965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2965
 LW2965  HISTORY     - Date     Condition        Report By
 LW2965  HISTORY     - 1943     MONUMENTED       CGS
 LW2965  HISTORY     - 19941001 GOOD             USPSQD
 LW2965  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW2965
 LW2965                          STATION DESCRIPTION
 LW2965
 LW2965'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2965'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT VARNUM.
 LW2965'IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE N ROOM ON
 LW2965'THE SECOND FLOOR IN THE SECOND MOST N ONE OF FOUR FIRE-CONTROL
 LW2965'BUILDINGS.
 LW2965
 LW2965                          STATION RECOVERY (1994)
 LW2965
 LW2965'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2965'RECOVERED IN GOOD CONDITION.
 LW2965
 LW2965                          STATION RECOVERY (2001)
 LW2965
 LW2965'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2965'THERE IS NO FIRE CONTROL INSTRUMENTATION AT THIS LOCATION AT FORT
 LW2965'VARNUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2977 ***********************************************************************
 LW2977  DESIGNATION -  B 2/11 S 2/11
 LW2977  PID         -  LW2977
 LW2977  STATE/COUNTY-  RI/WASHINGTON
 LW2977  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2977
 LW2977                         *CURRENT SURVEY CONTROL
 LW2977  ___________________________________________________________________
 LW2977* NAD 83(1996)-  41 26 51.39383(N)    071 25 58.69003(W)     ADJUSTED  
 LW2977* NAVD 88     -                                                        
 LW2977  ___________________________________________________________________
 LW2977  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 LW2977  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW2977
 LW2977  HORZ ORDER  -  THIRD
 LW2977
 LW2977.The horizontal coordinates were established by classical geodetic methods
 LW2977.and adjusted by the National Geodetic Survey in August 1998..
 LW2977
 LW2977
 LW2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2977
 LW2977.The geoid height was determined by GEOID03.
 LW2977
 LW2977;                    North         East     Units Scale Factor Converg.
 LW2977;SPC RI       -    40,458.067   105,601.267   MT  0.99999414   +0 02 39.7
 LW2977;SPC RI       -   132,736.17    346,460.16   sFT  0.99999414   +0 02 39.7
 LW2977;UTM  19      - 4,591,305.047   296,766.391   MT  1.00010833   -1 36 39.7
 LW2977
 LW2977                          SUPERSEDED SURVEY CONTROL
 LW2977
 LW2977  NAD 83(1996)-  41 26 51.39317(N)    071 25 58.68905(W) AD(       ) 4
 LW2977  NAD 83(1992)-  41 26 51.39235(N)    071 25 58.68936(W) AD(       ) 4
 LW2977  NAD 83(1992)-  41 26 51.39155(N)    071 25 58.68905(W) AD(       ) 4
 LW2977  NAD 83(1986)-  41 26 51.39168(N)    071 25 58.68764(W) AD(       ) 4
 LW2977  NAD 27      -  41 26 51.02500(N)    071 26 00.47900(W) AD(       ) 3
 LW2977
 LW2977.Superseded values are not recommended for survey control.
 LW2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2977.See file dsdata.txt to determine how the superseded data were derived.
 LW2977
 LW2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9676691305(NAD 83)
 LW2977_MARKER: Z = SEE DESCRIPTION
 LW2977_SETTING: 0 = UNSPECIFIED SETTING
 LW2977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2977
 LW2977  HISTORY     - Date     Condition        Report By
 LW2977  HISTORY     - 1943     MONUMENTED       CGS
 LW2977  HISTORY     - 19941001 GOOD             USPSQD
 LW2977  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW2977
 LW2977                          STATION DESCRIPTION
 LW2977
 LW2977'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2977'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT VARNUM.
 LW2977'IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE S ROOM ON
 LW2977'THE SECOND FLOOR IN THE SECOND MOST N ONE OF FOUR FIRE-CONTROL
 LW2977'BUILDINGS.
 LW2977
 LW2977                          STATION RECOVERY (1994)
 LW2977
 LW2977'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2977'RECOVERED IN GOOD CONDITION.
 LW2977
 LW2977                          STATION RECOVERY (2001)
 LW2977
 LW2977'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2977'THERE IS NO FIRE CONTROL INSTRUMENTATION AT THIS LOCATION AT FORT
 LW2977'VARNUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0996 ***********************************************************************
 LW0996  DESIGNATION -  B 22
 LW0996  PID         -  LW0996
 LW0996  STATE/COUNTY-  RI/WASHINGTON
 LW0996  USGS QUAD   -  WATCH HILL (1984)
 LW0996
 LW0996                         *CURRENT SURVEY CONTROL
 LW0996  ___________________________________________________________________
 LW0996* NAD 83(1986)-  41 21 03.     (N)    071 46 51.     (W)     SCALED    
 LW0996* NAVD 88     -        24.383  (meters)      80.00   (feet)  ADJUSTED  
 LW0996  ___________________________________________________________________
 LW0996  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW0996  DYNAMIC HT  -          24.374 (meters)      79.97  (feet)  COMP
 LW0996  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW0996
 LW0996  VERT ORDER  -  SECOND    CLASS 0
 LW0996
 LW0996.The horizontal coordinates were scaled from a topographic map and have
 LW0996.an estimated accuracy of +/- 6 seconds.
 LW0996
 LW0996.The orthometric height was determined by differential leveling
 LW0996.and adjusted by the National Geodetic Survey in June 1991..
 LW0996
 LW0996.The geoid height was determined by GEOID03.
 LW0996
 LW0996.The dynamic height is computed by dividing the NAVD 88
 LW0996.geopotential number by the normal gravity value computed on the
 LW0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0996.degrees latitude (g = 980.6199 gals.).
 LW0996
 LW0996.The modeled gravity was interpolated from observed gravity values.
 LW0996
 LW0996;                    North         East    Units  Estimated Accuracy
 LW0996;SPC RI       -    29,750.       76,500.      MT  (+/- 180 meters Scaled)
 LW0996
 LW0996                          SUPERSEDED SURVEY CONTROL
 LW0996
 LW0996  NGVD 29 (??/??/92)   24.670  (m)           80.94   (f) ADJ UNCH    2 0
 LW0996
 LW0996.Superseded values are not recommended for survey control.
 LW0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0996.See file dsdata.txt to determine how the superseded data were derived.
 LW0996
 LW0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF673814(NAD 83)
 LW0996_MARKER: DB = BENCH MARK DISK
 LW0996_SETTING: 80 = SET IN A BOULDER
 LW0996_SP_SET: BOULDER
 LW0996_STAMPING: B 22 1969
 LW0996_MARK LOGO: CGS   
 LW0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0996+STABILITY: SURFACE MOTION
 LW0996
 LW0996  HISTORY     - Date     Condition        Report By
 LW0996  HISTORY     - 1969     MONUMENTED       CGS
 LW0996  HISTORY     - 1985     GOOD             USPSQD
 LW0996  HISTORY     - 1987     GOOD             RIGS
 LW0996  HISTORY     - 1988     GOOD             USPSQD
 LW0996
 LW0996                          STATION DESCRIPTION
 LW0996
 LW0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0996'3.4 MI SE FROM WESTERLY.
 LW0996'ABOUT 3.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 LW0996'OF MAIN AND BROAD STREET AT WESTERLY, ABOUT 0.65 MILE NORTHWEST
 LW0996'OF THE INTERSECTION OF OLD SHORE ROAD AT DUNN CORNER, SET IN
 LW0996'THE TOP OF A 8-BY-5-FOOT BOULDER WHICH PROJECTS 2 FEET ABOVE
 LW0996'THE GROUND, 82 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHBOUND
 LW0996'LANE OF THE HIGHWAY, 24 FEET NORTHWEST OF THE CENTER LINE OF A
 LW0996'PRIVATE GRAVELED DRIVEWAY LEADING NORTHEAST, 65 FEET NORTH AND
 LW0996'ACROSS A DRIVEWAY FROM CABLE LINE POLE 109-4851 AND 2 1/2 FEET
 LW0996'ABOVE THE LEVEL OF THE HIGHWAY.
 LW0996
 LW0996                          STATION RECOVERY (1985)
 LW0996
 LW0996'RECOVERY NOTE BY US POWER SQUADRON 1985
 LW0996'RECOVERED IN GOOD CONDITION.
 LW0996
 LW0996                          STATION RECOVERY (1987)
 LW0996
 LW0996'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0996'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  23.0 METERS
 LW0996'(76.0 FT) NORTHEAST FROM THE CENTERLINE OF THE TWO TRAVEL LANES OF U
 LW0996'S 1 SOUTHBOUND, 7.3 METERS (24.0 FT) NORTHWEST FROM THE CENTERLINE OF
 LW0996'A PRIVATE GRAVEL DRIVE LEADING NORTHEAST, AND 17.0 METERS (56.0 FT)
 LW0996'NORTH FROM A NECO POLE 45.
 LW0996
 LW0996                          STATION RECOVERY (1988)
 LW0996
 LW0996'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3281 ***********************************************************************
 LW3281  DESIGNATION -  B 2/2 S 2/2 1943
 LW3281  PID         -  LW3281
 LW3281  STATE/COUNTY-  RI/WASHINGTON
 LW3281  USGS QUAD   -  WATCH HILL (1984)
 LW3281
 LW3281                         *CURRENT SURVEY CONTROL
 LW3281  ___________________________________________________________________
 LW3281* NAD 83(1996)-  41 19 56.61897(N)    071 45 20.53392(W)     ADJUSTED  
 LW3281* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 LW3281  ___________________________________________________________________
 LW3281  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LW3281  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW3281
 LW3281  HORZ ORDER  -  SECOND
 LW3281
 LW3281.The horizontal coordinates were established by classical geodetic methods
 LW3281.and adjusted by the National Geodetic Survey in August 1998..
 LW3281
 LW3281.The orthometric height was scaled from a topographic map.
 LW3281
 LW3281.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3281
 LW3281.The geoid height was determined by GEOID03.
 LW3281
 LW3281;                    North         East     Units Scale Factor Converg.
 LW3281;SPC RI       -    27,691.551    78,594.875   MT  0.99999939   -0 10 07.9
 LW3281;SPC RI       -    90,851.36    257,856.69   sFT  0.99999939   -0 10 07.9
 LW3281;SPC CT       -   208,303.559   388,031.492   MT  0.99998928   +0 39 33.4
 LW3281;SPC CT       -   683,409.26  1,273,066.65   sFT  0.99998928   +0 39 33.4
 LW3281;UTM  19      - 4,579,320.965   269,397.789   MT  1.00025449   -1 49 14.7
 LW3281
 LW3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3281!SPC RI       -   1.00000187  x   0.99999939  =   1.00000126
 LW3281!SPC CT       -   1.00000187  x   0.99998928  =   0.99999115
 LW3281!UTM  19      -   1.00000187  x   1.00025449  =   1.00025636
 LW3281
 LW3281                          SUPERSEDED SURVEY CONTROL
 LW3281
 LW3281  NAD 83(1992)-  41 19 56.61765(N)    071 45 20.53313(W) AD(       ) 2
 LW3281  NAD 83(1986)-  41 19 56.61623(N)    071 45 20.53478(W) AD(       ) 2
 LW3281  NAD 27      -  41 19 56.25600(N)    071 45 22.29800(W) AD(       ) 2
 LW3281
 LW3281.Superseded values are not recommended for survey control.
 LW3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3281.See file dsdata.txt to determine how the superseded data were derived.
 LW3281
 LW3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6939879321(NAD 83)
 LW3281_MARKER: Z = SEE DESCRIPTION
 LW3281_SETTING: 0 = UNSPECIFIED SETTING
 LW3281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3281
 LW3281  HISTORY     - Date     Condition        Report By
 LW3281  HISTORY     - 1943     MONUMENTED       CGS
 LW3281  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW3281
 LW3281                          STATION DESCRIPTION
 LW3281
 LW3281'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3281'STATION IS LOCATED ON THE HIGHEST PART OF NOYES NECK.  IT IS THE
 LW3281'PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE E ONE OF TWO FIRE
 LW3281'CONTROL TOWERS.  THIS STATION WAS LOCATED BY TRAVERSE FROM
 LW3281'STATION CHAPMAN (U.S.E.).
 LW3281
 LW3281                          STATION RECOVERY (1994)
 LW3281
 LW3281'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0678 ***********************************************************************
 LW0678  DESIGNATION -  B 23
 LW0678  PID         -  LW0678
 LW0678  STATE/COUNTY-  RI/WASHINGTON
 LW0678  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0678
 LW0678                         *CURRENT SURVEY CONTROL
 LW0678  ___________________________________________________________________
 LW0678* NAD 83(1986)-  41 29 18.     (N)    071 27 27.     (W)     SCALED    
 LW0678* NAVD 88     -        50.319  (meters)     165.09   (feet)  ADJUSTED  
 LW0678  ___________________________________________________________________
 LW0678  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW0678  DYNAMIC HT  -          50.301 (meters)     165.03  (feet)  COMP
 LW0678  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LW0678
 LW0678  VERT ORDER  -  SECOND    CLASS 0
 LW0678
 LW0678.The horizontal coordinates were scaled from a topographic map and have
 LW0678.an estimated accuracy of +/- 6 seconds.
 LW0678
 LW0678.The orthometric height was determined by differential leveling
 LW0678.and adjusted by the National Geodetic Survey in June 1991..
 LW0678
 LW0678.The geoid height was determined by GEOID03.
 LW0678
 LW0678.The dynamic height is computed by dividing the NAVD 88
 LW0678.geopotential number by the normal gravity value computed on the
 LW0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0678.degrees latitude (g = 980.6199 gals.).
 LW0678
 LW0678.The modeled gravity was interpolated from observed gravity values.
 LW0678
 LW0678;                    North         East    Units  Estimated Accuracy
 LW0678;SPC RI       -    44,980.      103,550.      MT  (+/- 180 meters Scaled)
 LW0678
 LW0678                          SUPERSEDED SURVEY CONTROL
 LW0678
 LW0678  NGVD 29 (??/??/92)   50.594  (m)          165.99   (f) ADJ UNCH    2 0
 LW0678
 LW0678.Superseded values are not recommended for survey control.
 LW0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0678.See file dsdata.txt to determine how the superseded data were derived.
 LW0678
 LW0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF948958(NAD 83)
 LW0678_MARKER: DB = BENCH MARK DISK
 LW0678_SETTING: 66 = SET IN ROCK OUTCROP
 LW0678_SP_SET: ROCK LEDGE
 LW0678_STAMPING: B 23 1969
 LW0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0678+STABILITY: POSITION/ELEVATION WELL
 LW0678
 LW0678  HISTORY     - Date     Condition        Report By
 LW0678  HISTORY     - 1969     MONUMENTED       CGS
 LW0678  HISTORY     - 1987     GOOD             USPSQD
 LW0678  HISTORY     - 1989     GOOD             USPSQD
 LW0678  HISTORY     - 19950729 GOOD             USPSQD
 LW0678  HISTORY     - 20011010 MARK NOT FOUND   USPSQD
 LW0678
 LW0678                          STATION DESCRIPTION
 LW0678
 LW0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0678'5.2 MI NE FROM WAKEFIELD.
 LW0678'5.15 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0678'POND ROAD AT WAKEFIELD, 0.45 MILE SOUTH OF THE SOUTH JCT. OF
 LW0678'STATE HIGHWAY 138, SET IN THE TOP OF A LARGE MASS OF EXPOSED
 LW0678'BEDROCK, 56 FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND LANE
 LW0678'OF THE HIGHWAY, 47 FEET NORTHWEST OF CABLE LINE POLE 221, 16
 LW0678'FEET WEST OF THE EAST EDGE OF THE EXPOSED PART OF THE ROCK, 2.8
 LW0678'FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK AND 3 FEET
 LW0678'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED BY
 LW0678'GOING 3.55 MILES EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION
 LW0678'OF STATE HIGHWAY 108 AT KINGSTON, THENCE 0.45 MILE SOUTH ALONG
 LW0678'U.S. HIGHWAY 1.
 LW0678
 LW0678                          STATION RECOVERY (1987)
 LW0678
 LW0678'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0678'RECOVERED IN GOOD CONDITION.
 LW0678
 LW0678                          STATION RECOVERY (1989)
 LW0678
 LW0678'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0678'RECOVERED IN GOOD CONDITION.
 LW0678
 LW0678                          STATION RECOVERY (1995)
 LW0678
 LW0678'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW0678'RECOVERED IN GOOD CONDITION.
 LW0678
 LW0678                          STATION RECOVERY (2001)
 LW0678
 LW0678'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0345 ***********************************************************************
 LW0345  DESIGNATION -  B 24
 LW0345  PID         -  LW0345
 LW0345  STATE/COUNTY-  RI/PROVIDENCE
 LW0345  USGS QUAD   -  PROVIDENCE (1975)
 LW0345
 LW0345                         *CURRENT SURVEY CONTROL
 LW0345  ___________________________________________________________________
 LW0345* NAD 83(1986)-  41 45 35.     (N)    071 25 56.     (W)     SCALED    
 LW0345* NAVD 88     -         9.930  (meters)      32.58   (feet)  ADJUSTED  
 LW0345  ___________________________________________________________________
 LW0345  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW0345  DYNAMIC HT  -           9.927 (meters)      32.57  (feet)  COMP
 LW0345  MODELED GRAV-     980,303.0   (mgal)                       NAVD 88
 LW0345
 LW0345  VERT ORDER  -  SECOND    CLASS 0
 LW0345
 LW0345.The horizontal coordinates were scaled from a topographic map and have
 LW0345.an estimated accuracy of +/- 6 seconds.
 LW0345
 LW0345.The orthometric height was determined by differential leveling
 LW0345.and adjusted by the National Geodetic Survey in June 1991..
 LW0345
 LW0345.The geoid height was determined by GEOID03.
 LW0345
 LW0345.The dynamic height is computed by dividing the NAVD 88
 LW0345.geopotential number by the normal gravity value computed on the
 LW0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0345.degrees latitude (g = 980.6199 gals.).
 LW0345
 LW0345.The modeled gravity was interpolated from observed gravity values.
 LW0345
 LW0345;                    North         East    Units  Estimated Accuracy
 LW0345;SPC RI       -    75,120.      105,640.      MT  (+/- 180 meters Scaled)
 LW0345
 LW0345                          SUPERSEDED SURVEY CONTROL
 LW0345
 LW0345  NGVD 29 (??/??/92)   10.182  (m)           33.41   (f) ADJ UNCH    2 0
 LW0345
 LW0345.Superseded values are not recommended for survey control.
 LW0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0345.See file dsdata.txt to determine how the superseded data were derived.
 LW0345
 LW0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG978259(NAD 83)
 LW0345_MARKER: DB = BENCH MARK DISK
 LW0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0345_SP_SET: BRIDGE
 LW0345_STAMPING: B 24 1969
 LW0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0345
 LW0345  HISTORY     - Date     Condition        Report By
 LW0345  HISTORY     - 1969     MONUMENTED       CGS
 LW0345
 LW0345                          STATION DESCRIPTION
 LW0345
 LW0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0345'4.8 MI SW FROM PROVIDENCE.
 LW0345'ABOUT 4.75 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0345'JUNCTION OF INTERSTATE HIGHWAY 195 AT PROVIDENCE, ALONG THE
 LW0345'NORTHBOUND LANE OF THE INTERSTATE, SET ON THE TOP OF THE NORTH
 LW0345'END OF THE SOUTH CONCRETE BASE FOR THE EAST CONCRETE BANNISTER
 LW0345'OF THE I 95 HIGHWAY BRIDGE OVER THE PAWTUXET RIVER, 1.2 FEET EAST
 LW0345'OF THE EAST CURB OF THE HIGHWAY, 0.9 FOOT SOUTH OF THE NORTH END
 LW0345'OF THE CONCRETE BASE AND 0.8 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1641 ***********************************************************************
 LW1641  DESIGNATION -  B 24 RESET
 LW1641  PID         -  LW1641
 LW1641  STATE/COUNTY-  RI/PROVIDENCE
 LW1641  USGS QUAD   -  PROVIDENCE (1975)
 LW1641
 LW1641                         *CURRENT SURVEY CONTROL
 LW1641  ___________________________________________________________________
 LW1641* NAD 83(1986)-  41 45 35.     (N)    071 25 56.     (W)     SCALED    
 LW1641* NAVD 88     -        11.129  (meters)      36.51   (feet)  ADJUSTED  
 LW1641  ___________________________________________________________________
 LW1641  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW1641  DYNAMIC HT  -          11.126 (meters)      36.50  (feet)  COMP
 LW1641  MODELED GRAV-     980,303.0   (mgal)                       NAVD 88
 LW1641
 LW1641  VERT ORDER  -  SECOND    CLASS II
 LW1641
 LW1641.The horizontal coordinates were scaled from a topographic map and have
 LW1641.an estimated accuracy of +/- 6 seconds.
 LW1641
 LW1641.The orthometric height was determined by differential leveling
 LW1641.and adjusted by the National Geodetic Survey in June 1991..
 LW1641
 LW1641.The geoid height was determined by GEOID03.
 LW1641
 LW1641.The dynamic height is computed by dividing the NAVD 88
 LW1641.geopotential number by the normal gravity value computed on the
 LW1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1641.degrees latitude (g = 980.6199 gals.).
 LW1641
 LW1641.The modeled gravity was interpolated from observed gravity values.
 LW1641
 LW1641;                    North         East    Units  Estimated Accuracy
 LW1641;SPC RI       -    75,120.      105,640.      MT  (+/- 180 meters Scaled)
 LW1641
 LW1641                          SUPERSEDED SURVEY CONTROL
 LW1641
 LW1641.No superseded survey control is available for this station.
 LW1641
 LW1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG978259(NAD 83)
 LW1641_MARKER: DB = BENCH MARK DISK
 LW1641_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1641_SP_SET: BANNISTER
 LW1641_STAMPING: B 24 RESET 1978
 LW1641_MARK LOGO: CGS   
 LW1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1641
 LW1641  HISTORY     - Date     Condition        Report By
 LW1641  HISTORY     - 1978     MONUMENTED       RIDT
 LW1641  HISTORY     - 1985     GOOD             RIGS
 LW1641
 LW1641                          STATION DESCRIPTION
 LW1641
 LW1641'DESCRIBED BY RI DEPT OF TRANSP 1978
 LW1641'IN CRANSTON.
 LW1641'IN THE CITY OF CRANSTON, OR ABOUT 7.6 KM (4.75 MI) SOUTHWEST ALONG
 LW1641'INTERSTATE 95 FROM THE JUNCTION OF INTERSTATE ROUTE 195 IN PROVIDENCE,
 LW1641'ALONG THE NORTHBOUND LANE OF INTERSTATE ROUTE 95, ON TOP OFTHE SOUTH
 LW1641'END OF THE NORTH BANNISTER OF THE 195 HIGHWAY BRIDGE OVER THE
 LW1641'PAWTUXET RIVER, 0.3 METER (0.8 FT) NORTH OF THE SOUTH END OF THE
 LW1641'CONCRETE BANNISTER BASE, 2.9 METERS (9.5 FT) SOUTH OF THE NORTH END
 LW1641'OF THE CONCRETE BANNISTER, 1.3 METERS (4.3 FT) ABOVE THE ROAD GRADE,
 LW1641'AND 0.4 METER (1.3 FT) EAST OF THE GRANITE CURBING.
 LW1641
 LW1641                          STATION RECOVERY (1985)
 LW1641
 LW1641'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2974 ***********************************************************************
 LW2974  DESIGNATION -  B 2/4 S 2/4
 LW2974  PID         -  LW2974
 LW2974  STATE/COUNTY-  RI/WASHINGTON
 LW2974  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2974
 LW2974                         *CURRENT SURVEY CONTROL
 LW2974  ___________________________________________________________________
 LW2974* NAD 83(1996)-  41 26 53.57397(N)    071 25 56.79514(W)     ADJUSTED  
 LW2974* NAVD 88     -                                                        
 LW2974  ___________________________________________________________________
 LW2974  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 LW2974  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW2974
 LW2974  HORZ ORDER  -  THIRD
 LW2974
 LW2974.The horizontal coordinates were established by classical geodetic methods
 LW2974.and adjusted by the National Geodetic Survey in August 1998..
 LW2974
 LW2974
 LW2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2974
 LW2974.The geoid height was determined by GEOID03.
 LW2974
 LW2974;                    North         East     Units Scale Factor Converg.
 LW2974;SPC RI       -    40,525.360   105,645.199   MT  0.99999414   +0 02 41.0
 LW2974;SPC RI       -   132,956.95    346,604.29   sFT  0.99999414   +0 02 41.0
 LW2974;UTM  19      - 4,591,371.050   296,812.253   MT  1.00010810   -1 36 38.5
 LW2974
 LW2974                          SUPERSEDED SURVEY CONTROL
 LW2974
 LW2974  NAD 83(1996)-  41 26 53.57331(N)    071 25 56.79417(W) AD(       ) 4
 LW2974  NAD 83(1992)-  41 26 53.57249(N)    071 25 56.79447(W) AD(       ) 4
 LW2974  NAD 83(1992)-  41 26 53.57169(N)    071 25 56.79416(W) AD(       ) 4
 LW2974  NAD 83(1986)-  41 26 53.57182(N)    071 25 56.79275(W) AD(       ) 4
 LW2974  NAD 27      -  41 26 53.20500(N)    071 25 58.58400(W) AD(       ) 3
 LW2974
 LW2974.Superseded values are not recommended for survey control.
 LW2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2974.See file dsdata.txt to determine how the superseded data were derived.
 LW2974
 LW2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9681291371(NAD 83)
 LW2974_MARKER: Z = SEE DESCRIPTION
 LW2974_SETTING: 0 = UNSPECIFIED SETTING
 LW2974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2974
 LW2974  HISTORY     - Date     Condition        Report By
 LW2974  HISTORY     - 1943     MONUMENTED       CGS
 LW2974  HISTORY     - 19941001 GOOD             USPSQD
 LW2974  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW2974
 LW2974                          STATION DESCRIPTION
 LW2974
 LW2974'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2974'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT VARNUM.
 LW2974'IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED ON THE SECOND
 LW2974'FLOOR IN THE MOST N ONE OF FOUR FIRE-CONTROL BUILDINGS.
 LW2974
 LW2974                          STATION RECOVERY (1994)
 LW2974
 LW2974'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2974'RECOVERED IN GOOD CONDITION.
 LW2974
 LW2974                          STATION RECOVERY (2001)
 LW2974
 LW2974'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2974'THERE IS NO FIRE CONTROL INSTRUMENTATION AT THIS LOCATION AT FORT
 LW2974'VARNUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1183 ***********************************************************************
 LW1183  DESIGNATION -  B 25
 LW1183  PID         -  LW1183
 LW1183  STATE/COUNTY-  RI/PROVIDENCE
 LW1183  USGS QUAD   -  CLAYVILLE (1975)
 LW1183
 LW1183                         *CURRENT SURVEY CONTROL
 LW1183  ___________________________________________________________________
 LW1183* NAD 83(1986)-  41 47 33.     (N)    071 39 45.     (W)     SCALED    
 LW1183* NAVD 88     -        94.072  (meters)     308.63   (feet)  ADJUSTED  
 LW1183  ___________________________________________________________________
 LW1183  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW1183  DYNAMIC HT  -          94.039 (meters)     308.53  (feet)  COMP
 LW1183  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW1183
 LW1183  VERT ORDER  -  SECOND    CLASS 0
 LW1183
 LW1183.The horizontal coordinates were scaled from a topographic map and have
 LW1183.an estimated accuracy of +/- 6 seconds.
 LW1183
 LW1183.The orthometric height was determined by differential leveling
 LW1183.and adjusted by the National Geodetic Survey in June 1991..
 LW1183
 LW1183.The geoid height was determined by GEOID03.
 LW1183
 LW1183.The dynamic height is computed by dividing the NAVD 88
 LW1183.geopotential number by the normal gravity value computed on the
 LW1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1183.degrees latitude (g = 980.6199 gals.).
 LW1183
 LW1183.The modeled gravity was interpolated from observed gravity values.
 LW1183
 LW1183;                    North         East    Units  Estimated Accuracy
 LW1183;SPC RI       -    78,770.       86,490.      MT  (+/- 180 meters Scaled)
 LW1183
 LW1183                          SUPERSEDED SURVEY CONTROL
 LW1183
 LW1183  NGVD 29 (??/??/92)   94.317  (m)          309.44   (f) ADJ UNCH    2 0
 LW1183
 LW1183.Superseded values are not recommended for survey control.
 LW1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1183.See file dsdata.txt to determine how the superseded data were derived.
 LW1183
 LW1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG787301(NAD 83)
 LW1183_MARKER: DB = BENCH MARK DISK
 LW1183_SETTING: 66 = SET IN ROCK OUTCROP
 LW1183_SP_SET: ROCK CUT
 LW1183_STAMPING: B 25 1969
 LW1183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1183+STABILITY: POSITION/ELEVATION WELL
 LW1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1183+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 LW1183
 LW1183  HISTORY     - Date     Condition        Report By
 LW1183  HISTORY     - 1969     MONUMENTED       CGS
 LW1183  HISTORY     - 19900524 GOOD             USPSQD
 LW1183  HISTORY     - 20030625 GOOD             INDIV
 LW1183
 LW1183                          STATION DESCRIPTION
 LW1183
 LW1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1183'1.4 MI NE FROM CLAYVILLE.
 LW1183'ABOUT 1.35 MILES NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1183'CLAYVILLE CHURCH AT CLAYVILLE, ABOUT 0.35 MILE NORTHEAST OF THE
 LW1183'JUNCTION OF STATE HIGHWAY 12, ABOUT 0.2 MILE SOUTHWEST OF THE
 LW1183'NORTH JUNCTION OF STATE HIGHWAY 14, ON TOP AND AT THE SOUTHWEST
 LW1183'END OF A SHORT ROCK CUT, 27 FEET NORTHWEST OF THE CENTER LINE
 LW1183'OF THE HIGHWAY, 39 1/2 FEET SOUTHWEST OF POWER LINE POLE 254, 7.5
 LW1183'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, AND ABOUT 2 1/2
 LW1183'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1183
 LW1183                          STATION RECOVERY (1990)
 LW1183
 LW1183'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1183'RECOVERED IN GOOD CONDITION.
 LW1183
 LW1183                          STATION RECOVERY (2003)
 LW1183
 LW1183'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JAD)
 LW1183'GPS NO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1283 ***********************************************************************
 LW1283  DESIGNATION -  B 26
 LW1283  PID         -  LW1283
 LW1283  STATE/COUNTY-  RI/PROVIDENCE
 LW1283  USGS QUAD   -  CLAYVILLE (1975)
 LW1283
 LW1283                         *CURRENT SURVEY CONTROL
 LW1283  ___________________________________________________________________
 LW1283* NAD 83(1986)-  41 49 00.     (N)    071 43 17.     (W)     SCALED    
 LW1283* NAVD 88     -       142.505  (meters)     467.54   (feet)  ADJUSTED  
 LW1283  ___________________________________________________________________
 LW1283  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW1283  DYNAMIC HT  -         142.455 (meters)     467.37  (feet)  COMP
 LW1283  MODELED GRAV-     980,271.1   (mgal)                       NAVD 88
 LW1283
 LW1283  VERT ORDER  -  SECOND    CLASS 0
 LW1283
 LW1283.The horizontal coordinates were scaled from a topographic map and have
 LW1283.an estimated accuracy of +/- 6 seconds.
 LW1283
 LW1283.The orthometric height was determined by differential leveling
 LW1283.and adjusted by the National Geodetic Survey in June 1991..
 LW1283
 LW1283.The geoid height was determined by GEOID03.
 LW1283
 LW1283.The dynamic height is computed by dividing the NAVD 88
 LW1283.geopotential number by the normal gravity value computed on the
 LW1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1283.degrees latitude (g = 980.6199 gals.).
 LW1283
 LW1283.The modeled gravity was interpolated from observed gravity values.
 LW1283
 LW1283;                    North         East    Units  Estimated Accuracy
 LW1283;SPC RI       -    81,470.       81,610.      MT  (+/- 180 meters Scaled)
 LW1283
 LW1283                          SUPERSEDED SURVEY CONTROL
 LW1283
 LW1283  NGVD 29 (??/??/92)  142.748  (m)          468.33   (f) ADJ UNCH    2 0
 LW1283
 LW1283.Superseded values are not recommended for survey control.
 LW1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1283.See file dsdata.txt to determine how the superseded data were derived.
 LW1283
 LW1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG739330(NAD 83)
 LW1283_MARKER: DB = BENCH MARK DISK
 LW1283_SETTING: 80 = SET IN A BOULDER
 LW1283_SP_SET: BOULDER
 LW1283_STAMPING: B 26 1969
 LW1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1283+STABILITY: SURFACE MOTION
 LW1283
 LW1283  HISTORY     - Date     Condition        Report By
 LW1283  HISTORY     - 1969     MONUMENTED       CGS
 LW1283  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1283  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1283
 LW1283                          STATION DESCRIPTION
 LW1283
 LW1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1283'0.6 MI E FROM SIMMONS CORNER.
 LW1283'ABOUT 0.65 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1283'OF STATE HIGHWAY 94 AT SIMMONS CORNER, ABOUT 120 YARDS EAST OF
 LW1283'THE JUNCTION OF A BLACK TOP ROAD LEADING NORTHEAST, SET IN THE
 LW1283'TOP OF THE SOUTH END OF A ROCK WHICH IS 12 FEET LONG AND PROJECTS
 LW1283'1 FOOT ON THE WEST SIDE, 80 FEET NORTHEAST OF THE NORTHEAST
 LW1283'CORNER OF A LARGE TWO-STORIED WHITE FRAME BUILDING WHICH HOUSES
 LW1283'THE FOUR SEASON GIFT SHOP, 29 FEET SOUTH OF THE CENTER LINE
 LW1283'OF THE EASTBOUND LANE OF THE HIGHWAY, 32 FEET SOUTH OF POWER
 LW1283'LINE POLE 58 AND ABOUT LEVEL WITH THE HIGHWAY.
 LW1283
 LW1283                          STATION RECOVERY (1987)
 LW1283
 LW1283'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1283'MARK NOT FOUND.
 LW1283
 LW1283                          STATION RECOVERY (1988)
 LW1283
 LW1283'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2921 ***********************************************************************
 LW2921  DESIGNATION -  B 2/6 S 2/6 1943
 LW2921  PID         -  LW2921
 LW2921  STATE/COUNTY-  RI/WASHINGTON
 LW2921  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2921
 LW2921                         *CURRENT SURVEY CONTROL
 LW2921  ___________________________________________________________________
 LW2921* NAD 83(1996)-  41 21 51.43643(N)    071 29 05.63038(W)     ADJUSTED  
 LW2921* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW2921  ___________________________________________________________________
 LW2921  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 LW2921  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW2921
 LW2921  HORZ ORDER  -  SECOND
 LW2921
 LW2921.The horizontal coordinates were established by classical geodetic methods
 LW2921.and adjusted by the National Geodetic Survey in August 1998..
 LW2921
 LW2921.The orthometric height was scaled from a topographic map.
 LW2921
 LW2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2921
 LW2921.The geoid height was determined by GEOID03.
 LW2921
 LW2921;                    North         East     Units Scale Factor Converg.
 LW2921;SPC RI       -    31,202.234   101,263.636   MT  0.99999377   +0 00 35.9
 LW2921;SPC RI       -   102,369.33    332,229.11   sFT  0.99999377   +0 00 35.9
 LW2921;UTM  19      - 4,582,177.124   292,162.822   MT  1.00013163   -1 38 33.8
 LW2921
 LW2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2921!SPC RI       -   1.00000355  x   0.99999377  =   0.99999732
 LW2921!UTM  19      -   1.00000355  x   1.00013163  =   1.00013518
 LW2921
 LW2921                          SUPERSEDED SURVEY CONTROL
 LW2921
 LW2921  NAD 83(1996)-  41 21 51.43547(N)    071 29 05.62918(W) AD(       ) 2
 LW2921  NAD 83(1992)-  41 21 51.43506(N)    071 29 05.62970(W) AD(       ) 2
 LW2921  NAD 83(1992)-  41 21 51.43381(N)    071 29 05.62941(W) AD(       ) 2
 LW2921  NAD 83(1986)-  41 21 51.43331(N)    071 29 05.62896(W) AD(       ) 2
 LW2921  NAD 27      -  41 21 51.06600(N)    071 29 07.42000(W) AD(       ) 2
 LW2921
 LW2921.Superseded values are not recommended for survey control.
 LW2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2921.See file dsdata.txt to determine how the superseded data were derived.
 LW2921
 LW2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9216382177(NAD 83)
 LW2921_MARKER: Z = SEE DESCRIPTION
 LW2921_SETTING: 0 = UNSPECIFIED SETTING
 LW2921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2921
 LW2921  HISTORY     - Date     Condition        Report By
 LW2921  HISTORY     - 1943     MONUMENTED       CGS
 LW2921  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2921  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2921  HISTORY     - 20010807 MARK NOT FOUND   USPSQD
 LW2921
 LW2921                          STATION DESCRIPTION
 LW2921
 LW2921'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2921'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT GREENE, ON
 LW2921'POINT JUDITH, ABOUT 0.2 MI. N-NE OF BATTERY 211.  IT IS THE PINTLE
 LW2921'CENTER OF THE W INSTRUMENT HOUSED ON THE SECOND FLOOR IN THE E
 LW2921'ONE OF THREE FIRE CONTROL BUILDINGS.  THIS STATION WAS LOCATED BY
 LW2921'TRAVERSE FROM STATION REMBIJAS.
 LW2921
 LW2921                          STATION RECOVERY (1954)
 LW2921
 LW2921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2921'THE BUILDING AND THE SHAFT, WHICH SUPPORTED THE INSTRUMENT, ARE
 LW2921'STILL IN PLACE.  THE INSTRUMENT HAS BEEN REMOVED.
 LW2921
 LW2921                          STATION RECOVERY (1994)
 LW2921
 LW2921'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2921'MARK NOT FOUND.
 LW2921
 LW2921                          STATION RECOVERY (2001)
 LW2921
 LW2921'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0560 ***********************************************************************
 LW0560  DESIGNATION -  B 27
 LW0560  PID         -  LW0560
 LW0560  STATE/COUNTY-  RI/BRISTOL
 LW0560  USGS QUAD   -  BRISTOL (1975)
 LW0560
 LW0560                         *CURRENT SURVEY CONTROL
 LW0560  ___________________________________________________________________
 LW0560* NAD 83(1986)-  41 42 17.     (N)    071 16 47.     (W)     SCALED    
 LW0560* NAVD 88     -        37.770  (meters)     123.92   (feet)  ADJUSTED  
 LW0560  ___________________________________________________________________
 LW0560  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW0560  DYNAMIC HT  -          37.758 (meters)     123.88  (feet)  COMP
 LW0560  MODELED GRAV-     980,306.4   (mgal)                       NAVD 88
 LW0560
 LW0560  VERT ORDER  -  SECOND    CLASS 0
 LW0560
 LW0560.The horizontal coordinates were scaled from a topographic map and have
 LW0560.an estimated accuracy of +/- 6 seconds.
 LW0560
 LW0560.The orthometric height was determined by differential leveling
 LW0560.and adjusted by the National Geodetic Survey in June 1991..
 LW0560
 LW0560.The geoid height was determined by GEOID03.
 LW0560
 LW0560.The dynamic height is computed by dividing the NAVD 88
 LW0560.geopotential number by the normal gravity value computed on the
 LW0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0560.degrees latitude (g = 980.6199 gals.).
 LW0560
 LW0560.The modeled gravity was interpolated from observed gravity values.
 LW0560
 LW0560;                    North         East    Units  Estimated Accuracy
 LW0560;SPC RI       -    69,040.      118,330.      MT  (+/- 180 meters Scaled)
 LW0560
 LW0560                          SUPERSEDED SURVEY CONTROL
 LW0560
 LW0560  NGVD 29 (??/??/92)   38.026  (m)          124.76   (f) ADJ UNCH    2 0
 LW0560
 LW0560.Superseded values are not recommended for survey control.
 LW0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0560.See file dsdata.txt to determine how the superseded data were derived.
 LW0560
 LW0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG103195(NAD 83)
 LW0560_MARKER: DB = BENCH MARK DISK
 LW0560_SETTING: 66 = SET IN ROCK OUTCROP
 LW0560_SP_SET: ROCK OUTCROP
 LW0560_STAMPING: B 27 1969
 LW0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0560+STABILITY: POSITION/ELEVATION WELL
 LW0560
 LW0560  HISTORY     - Date     Condition        Report By
 LW0560  HISTORY     - 1969     MONUMENTED       CGS
 LW0560  HISTORY     - 19980411 GOOD             USPSQD
 LW0560  HISTORY     - 20010929 GOOD             USPSQD
 LW0560
 LW0560                          STATION DESCRIPTION
 LW0560
 LW0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0560'2.4 MI N FROM BRISTOL.
 LW0560'ABOUT 2.35 MILES NORTH ALONG STATE HIGHWAY 114 FROM THE POST
 LW0560'OFFICE AT BRISTOL, ABOUT 1.75 MILES SOUTH ALONG STATE HIGHWAY
 LW0560'114 FROM THE JUNCTION OF STATE HIGHWAY 103 AT WARREN, SET
 LW0560'VERTICALLY IN THE WEST FACE OF A 5-FOOT HIGH OUTCROPPING ROCK
 LW0560'IN DIRT CUT, 200 FEET NORTH OF THE CENTER LINE OF TUPELO STREET,
 LW0560'6.3 FEET EAST OF THE EAST CURB OF THE HIGHWAY, 6 FEET SOUTH OF THE
 LW0560'NORTH END OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE
 LW0560'HIGHWAY.
 LW0560
 LW0560                          STATION RECOVERY (1998)
 LW0560
 LW0560'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0560'RECOVERED IN GOOD CONDITION.
 LW0560
 LW0560                          STATION RECOVERY (2001)
 LW0560
 LW0560'RECOVERY NOTE BY US POWER SQUADRON 2001 (RP)
 LW0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2967 ***********************************************************************
 LW2967  DESIGNATION -  B 2/7 S 2/7
 LW2967  PID         -  LW2967
 LW2967  STATE/COUNTY-  RI/WASHINGTON
 LW2967  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2967
 LW2967                         *CURRENT SURVEY CONTROL
 LW2967  ___________________________________________________________________
 LW2967* NAD 83(1996)-  41 26 53.52084(N)    071 25 56.72349(W)     ADJUSTED  
 LW2967* NAVD 88     -                                                        
 LW2967  ___________________________________________________________________
 LW2967  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 LW2967  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW2967
 LW2967  HORZ ORDER  -  THIRD
 LW2967
 LW2967.The horizontal coordinates were established by classical geodetic methods
 LW2967.and adjusted by the National Geodetic Survey in August 1998..
 LW2967
 LW2967
 LW2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2967
 LW2967.The geoid height was determined by GEOID03.
 LW2967
 LW2967;                    North         East     Units Scale Factor Converg.
 LW2967;SPC RI       -    40,523.722   105,646.863   MT  0.99999414   +0 02 41.0
 LW2967;SPC RI       -   132,951.58    346,609.75   sFT  0.99999414   +0 02 41.0
 LW2967;UTM  19      - 4,591,369.365   296,813.870   MT  1.00010809   -1 36 38.4
 LW2967
 LW2967                          SUPERSEDED SURVEY CONTROL
 LW2967
 LW2967  NAD 83(1996)-  41 26 53.52017(N)    071 25 56.72252(W) AD(       ) 4
 LW2967  NAD 83(1992)-  41 26 53.51936(N)    071 25 56.72282(W) AD(       ) 4
 LW2967  NAD 83(1992)-  41 26 53.51856(N)    071 25 56.72251(W) AD(       ) 4
 LW2967  NAD 83(1986)-  41 26 53.51868(N)    071 25 56.72110(W) AD(       ) 4
 LW2967  NAD 27      -  41 26 53.15200(N)    071 25 58.51200(W) AD(       ) 3
 LW2967
 LW2967.Superseded values are not recommended for survey control.
 LW2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2967.See file dsdata.txt to determine how the superseded data were derived.
 LW2967
 LW2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9681491369(NAD 83)
 LW2967_MARKER: Z = SEE DESCRIPTION
 LW2967_SETTING: 0 = UNSPECIFIED SETTING
 LW2967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2967
 LW2967  HISTORY     - Date     Condition        Report By
 LW2967  HISTORY     - 1943     MONUMENTED       CGS
 LW2967  HISTORY     - 19941001 GOOD             USPSQD
 LW2967  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW2967
 LW2967                          STATION DESCRIPTION
 LW2967
 LW2967'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2967'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT VARNUM.
 LW2967'IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED ON THE SECOND
 LW2967'FLOOR IN THE MOST N ONE OF FOUR FIRE-CONTROL BUILDINGS.
 LW2967
 LW2967                          STATION RECOVERY (1994)
 LW2967
 LW2967'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2967'RECOVERED IN GOOD CONDITION.
 LW2967
 LW2967                          STATION RECOVERY (2001)
 LW2967
 LW2967'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2967'THERE IS NO FIRE CONTROL INSTRUMENTATION AT THIS LOCATION AR FORT
 LW2967'VARNUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0572 ***********************************************************************
 LW0572  DESIGNATION -  B 28
 LW0572  PID         -  LW0572
 LW0572  STATE/COUNTY-  RI/NEWPORT
 LW0572  USGS QUAD   -  BRISTOL (1975)
 LW0572
 LW0572                         *CURRENT SURVEY CONTROL
 LW0572  ___________________________________________________________________
 LW0572* NAD 83(1986)-  41 37 55.     (N)    071 15 12.     (W)     SCALED    
 LW0572* NAVD 88     -        21.967  (meters)      72.07   (feet)  ADJUSTED  
 LW0572  ___________________________________________________________________
 LW0572  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW0572  DYNAMIC HT  -          21.960 (meters)      72.05  (feet)  COMP
 LW0572  MODELED GRAV-     980,299.4   (mgal)                       NAVD 88
 LW0572
 LW0572  VERT ORDER  -  SECOND    CLASS 0
 LW0572
 LW0572.The horizontal coordinates were scaled from a topographic map and have
 LW0572.an estimated accuracy of +/- 6 seconds.
 LW0572
 LW0572.The orthometric height was determined by differential leveling
 LW0572.and adjusted by the National Geodetic Survey in June 1991..
 LW0572
 LW0572.The geoid height was determined by GEOID03.
 LW0572
 LW0572.The dynamic height is computed by dividing the NAVD 88
 LW0572.geopotential number by the normal gravity value computed on the
 LW0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0572.degrees latitude (g = 980.6199 gals.).
 LW0572
 LW0572.The modeled gravity was interpolated from observed gravity values.
 LW0572
 LW0572;                    North         East    Units  Estimated Accuracy
 LW0572;SPC RI       -    60,960.      120,550.      MT  (+/- 180 meters Scaled)
 LW0572
 LW0572                          SUPERSEDED SURVEY CONTROL
 LW0572
 LW0572  NGVD 29 (??/??/92)   22.227  (m)           72.92   (f) ADJ UNCH    2 0
 LW0572
 LW0572.Superseded values are not recommended for survey control.
 LW0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0572.See file dsdata.txt to determine how the superseded data were derived.
 LW0572
 LW0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG123113(NAD 83)
 LW0572_MARKER: DB = BENCH MARK DISK
 LW0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0572_SP_SET: PIER
 LW0572_STAMPING: B 28 1969
 LW0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0572+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 LW0572
 LW0572  HISTORY     - Date     Condition        Report By
 LW0572  HISTORY     - 1969     MONUMENTED       CGS
 LW0572  HISTORY     - 20050516 GOOD             USPSQD
 LW0572
 LW0572                          STATION DESCRIPTION
 LW0572
 LW0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0572'AT PORTSMOUTH.
 LW0572'AT PORTSMOUTH, ALONG STATE HIGHWAY 114, AT THE SOUTH END OF THE
 LW0572'MOUNT HOPE BRIDGE OVER MOUNT HOPE BAY, SET VERTICALLY IN THE
 LW0572'EAST FACE AND AT THE SOUTHEAST CORNER OF THE EAST ONE OF THE
 LW0572'TWO FIRST CONCRETE PIERS  NORTH OF THE SOUTH CONCRETE ABUTMENT
 LW0572'OF THE BRIDGE, 56.7 FEET SOUTH OF THE EAST END OF THE SOUTH
 LW0572'ABUTMENT, 26 FEET SOUTH OF THE CENTER LINE OF A BLACK TOPPED
 LW0572'ROAD UNDER THE BRIDGE, AND 3 FEET ABOVE THE LEVEL OF THE GROUND.
 LW0572
 LW0572                          STATION RECOVERY (2005)
 LW0572
 LW0572'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1217 ***********************************************************************
 LW1217  DESIGNATION -  B 29
 LW1217  PID         -  LW1217
 LW1217  STATE/COUNTY-  RI/PROVIDENCE
 LW1217  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1217
 LW1217                         *CURRENT SURVEY CONTROL
 LW1217  ___________________________________________________________________
 LW1217* NAD 83(1996)-  41 58 29.35941(N)    071 31 44.67889(W)     ADJUSTED  
 LW1217* NAVD 88     -        77.951  (meters)     255.74   (feet)  ADJUSTED  
 LW1217  ___________________________________________________________________
 LW1217  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 LW1217  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LW1217  DYNAMIC HT  -          77.925 (meters)     255.66  (feet)  COMP
 LW1217  MODELED GRAV-     980,300.8   (mgal)                       NAVD 88
 LW1217
 LW1217  HORZ ORDER  -  SECOND
 LW1217  VERT ORDER  -  SECOND    CLASS 0
 LW1217
 LW1217.The horizontal coordinates were established by classical geodetic methods
 LW1217.and adjusted by the National Geodetic Survey in August 1998..
 LW1217
 LW1217.The orthometric height was determined by differential leveling
 LW1217.and adjusted by the National Geodetic Survey in June 1991..
 LW1217
 LW1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1217
 LW1217.The geoid height was determined by GEOID03.
 LW1217
 LW1217.The dynamic height is computed by dividing the NAVD 88
 LW1217.geopotential number by the normal gravity value computed on the
 LW1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1217.degrees latitude (g = 980.6199 gals.).
 LW1217
 LW1217.The modeled gravity was interpolated from observed gravity values.
 LW1217
 LW1217;                    North         East     Units Scale Factor Converg.
 LW1217;SPC RI       -    99,012.229    97,589.975   MT  0.99999382   -0 01 10.0
 LW1217;SPC RI       -   324,842.62    320,176.44   sFT  0.99999382   -0 01 10.0
 LW1217;SPC MA M     -   858,273.183   197,590.027   MT  0.99997228   -0 01 10.3
 LW1217;SPC MA M     - 2,815,851.27    648,259.95   sFT  0.99997228   -0 01 10.3
 LW1217;UTM  19      - 4,650,074.815   290,457.980   MT  1.00014032   -1 41 31.5
 LW1217
 LW1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1217!SPC RI       -   0.99999238  x   0.99999382  =   0.99998620
 LW1217!SPC MA M     -   0.99999238  x   0.99997228  =   0.99996466
 LW1217!UTM  19      -   0.99999238  x   1.00014032  =   1.00013270
 LW1217
 LW1217                          SUPERSEDED SURVEY CONTROL
 LW1217
 LW1217  NAD 83(1996)-  41 58 29.35934(N)    071 31 44.67888(W) AD(       ) 2
 LW1217  NAD 83(1992)-  41 58 29.35817(N)    071 31 44.67785(W) AD(       ) 2
 LW1217  NAD 83(1992)-  41 58 29.35813(N)    071 31 44.67788(W) AD(       ) 2
 LW1217  NAD 83(1986)-  41 58 29.35785(N)    071 31 44.67684(W) AD(       ) 2
 LW1217  NGVD 29 (??/??/92)   78.189  (m)          256.53   (f) ADJ UNCH    2 0
 LW1217
 LW1217.Superseded values are not recommended for survey control.
 LW1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1217.See file dsdata.txt to determine how the superseded data were derived.
 LW1217
 LW1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9045850075(NAD 83)
 LW1217_MARKER: DB = BENCH MARK DISK
 LW1217_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LW1217_SP_SET: SURROUNDED BY MASS OF CONCRETE
 LW1217_STAMPING: B 29 1969
 LW1217_MARK LOGO: CGS   
 LW1217_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1217+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1989
 LW1217
 LW1217  HISTORY     - Date     Condition        Report By
 LW1217  HISTORY     - 1969     MONUMENTED       CGS
 LW1217  HISTORY     - 1988     GOOD             USPSQD
 LW1217  HISTORY     - 19890104 GOOD             RIGS
 LW1217  HISTORY     - 19900825 GOOD             USPSQD
 LW1217
 LW1217                          STATION DESCRIPTION
 LW1217
 LW1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1217'4 MI SE FROM SLATERSVILLE.
 LW1217'ABOUT 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE
 LW1217'CENTRAL STREET OVERPASS OVER THE HIGHWAY AT SLATERSVILLE, BETWEEN
 LW1217'THE TWO LANES OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 LW1217'END OF THE HIGHWAY OVERPASS OVER STATE HIGHWAY 104, IN THE
 LW1217'CONCRETE WALL BETWEEN THE TWO ABUTMENTS, 27 FEET SOUTHWEST OF
 LW1217'THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY AND 1 FOOT
 LW1217'ABOVE THE LEVEL OF THE HIGHWAY.
 LW1217
 LW1217                          STATION RECOVERY (1988)
 LW1217
 LW1217'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1217'RECOVERED IN GOOD CONDITION.
 LW1217
 LW1217                          STATION RECOVERY (1989)
 LW1217
 LW1217'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1217'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) SOUTHEAST OF
 LW1217'SLATERSVILLE CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM
 LW1217'THE RHODE ISLAND/MASSACHUSETTS STATE LINE, GO SOUTHEAST FOR 6.4 KM
 LW1217'(4.00 MI) ON STATE HIGHWAY 146 TO THE OVERPASS OVER STATE HIGHWAY 104
 LW1217'AND THE STATION ON THE LEFT.  IT IS 8.2 M (26.9 FT) SOUTH SOUTHWEST
 LW1217'FROM THE CENTERLINE OF THE NORTHBOUND TRAVEL LANES OF HIGHWAY 146,
 LW1217'3.05 M (10.0 FT) NORTHEAST FROM THE NORTHWEST CORNER OF A CONCRETE
 LW1217'RAIL, 1.8 M (5.9 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST, 0.35 M
 LW1217'(1.1 FT) SOUTHEAST FROM THE GRANITE CURB ON THE NORTH SIDE.
 LW1217
 LW1217                          STATION RECOVERY (1990)
 LW1217
 LW1217'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2964 ***********************************************************************
 LW2964  DESIGNATION -  B 2/9 S 2/9
 LW2964  PID         -  LW2964
 LW2964  STATE/COUNTY-  RI/WASHINGTON
 LW2964  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2964
 LW2964                         *CURRENT SURVEY CONTROL
 LW2964  ___________________________________________________________________
 LW2964* NAD 83(1996)-  41 26 51.50264(N)    071 25 58.59959(W)     ADJUSTED  
 LW2964* NAVD 88     -                                                        
 LW2964  ___________________________________________________________________
 LW2964  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LW2964  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW2964
 LW2964  HORZ ORDER  -  THIRD
 LW2964
 LW2964.The horizontal coordinates were established by classical geodetic methods
 LW2964.and adjusted by the National Geodetic Survey in August 1998..
 LW2964
 LW2964
 LW2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2964
 LW2964.The geoid height was determined by GEOID03.
 LW2964
 LW2964;                    North         East     Units Scale Factor Converg.
 LW2964;SPC RI       -    40,461.426   105,603.364   MT  0.99999414   +0 02 39.8
 LW2964;SPC RI       -   132,747.20    346,467.04   sFT  0.99999414   +0 02 39.8
 LW2964;UTM  19      - 4,591,308.344   296,768.584   MT  1.00010832   -1 36 39.6
 LW2964
 LW2964                          SUPERSEDED SURVEY CONTROL
 LW2964
 LW2964  NAD 83(1996)-  41 26 51.50197(N)    071 25 58.59861(W) AD(       ) 4
 LW2964  NAD 83(1992)-  41 26 51.50116(N)    071 25 58.59892(W) AD(       ) 4
 LW2964  NAD 83(1992)-  41 26 51.50035(N)    071 25 58.59861(W) AD(       ) 4
 LW2964  NAD 83(1986)-  41 26 51.50048(N)    071 25 58.59719(W) AD(       ) 4
 LW2964  NAD 27      -  41 26 51.13400(N)    071 26 00.38800(W) AD(       ) 3
 LW2964
 LW2964.Superseded values are not recommended for survey control.
 LW2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2964.See file dsdata.txt to determine how the superseded data were derived.
 LW2964
 LW2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9676991308(NAD 83)
 LW2964_MARKER: Z = SEE DESCRIPTION
 LW2964_SETTING: 0 = UNSPECIFIED SETTING
 LW2964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2964
 LW2964  HISTORY     - Date     Condition        Report By
 LW2964  HISTORY     - 1943     MONUMENTED       CGS
 LW2964  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2964
 LW2964                          STATION DESCRIPTION
 LW2964
 LW2964'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2964'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT VARNUM.
 LW2964'IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED ON THE THIRD
 LW2964'FLOOR IN THE SECOND MOST N OF FOUR FIRE-CONTROL BUILDINGS.
 LW2964
 LW2964                          STATION RECOVERY (1994)
 LW2964
 LW2964'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2875 ***********************************************************************
 LW2875  DESIGNATION -  B 3 EDGERTON 1940
 LW2875  PID         -  LW2875
 LW2875  STATE/COUNTY-  RI/NEWPORT
 LW2875  USGS QUAD   -  NEWPORT (1975)
 LW2875
 LW2875                         *CURRENT SURVEY CONTROL
 LW2875  ___________________________________________________________________
 LW2875* NAD 83(1996)-  41 28 45.53004(N)    071 22 06.20116(W)     ADJUSTED  
 LW2875* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 LW2875  ___________________________________________________________________
 LW2875  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LW2875  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2875
 LW2875  HORZ ORDER  -  THIRD
 LW2875
 LW2875.The horizontal coordinates were established by classical geodetic methods
 LW2875.and adjusted by the National Geodetic Survey in August 1998..
 LW2875
 LW2875.The orthometric height was scaled from a topographic map.
 LW2875
 LW2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2875
 LW2875.The geoid height was determined by GEOID03.
 LW2875
 LW2875;                    North         East     Units Scale Factor Converg.
 LW2875;SPC RI       -    43,985.432   110,992.425   MT  0.99999524   +0 05 13.8
 LW2875;SPC RI       -   144,308.87    364,147.65   sFT  0.99999524   +0 05 13.8
 LW2875;UTM  19      - 4,594,675.490   302,257.776   MT  1.00008123   -1 34 09.2
 LW2875
 LW2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2875!SPC RI       -   1.00000021  x   0.99999524  =   0.99999545
 LW2875!UTM  19      -   1.00000021  x   1.00008123  =   1.00008144
 LW2875
 LW2875                          SUPERSEDED SURVEY CONTROL
 LW2875
 LW2875  NAD 83(1996)-  41 28 45.52954(N)    071 22 06.20037(W) AD(       ) 4
 LW2875  NAD 83(1992)-  41 28 45.52848(N)    071 22 06.20050(W) AD(       ) 4
 LW2875  NAD 83(1992)-  41 28 45.52786(N)    071 22 06.20013(W) AD(       ) 4
 LW2875  NAD 83(1986)-  41 28 45.52780(N)    071 22 06.19812(W) AD(       ) 4
 LW2875  NAD 27      -  41 28 45.15900(N)    071 22 08.00100(W) AD(       ) 3
 LW2875
 LW2875.Superseded values are not recommended for survey control.
 LW2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2875.See file dsdata.txt to determine how the superseded data were derived.
 LW2875
 LW2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0225894675(NAD 83)
 LW2875_MARKER: Z = SEE DESCRIPTION
 LW2875_SETTING: 0 = UNSPECIFIED SETTING
 LW2875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2875
 LW2875  HISTORY     - Date     Condition        Report By
 LW2875  HISTORY     - 1940     MONUMENTED       CGS
 LW2875  HISTORY     - 19941013 MARK NOT FOUND   USPSQD
 LW2875  HISTORY     - 20051108 MARK NOT FOUND   USPSQD
 LW2875
 LW2875                          STATION DESCRIPTION
 LW2875
 LW2875'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2875'STATION IS LOCATED ABOUT 2 MI. S OF JAMESTOWN, ON THE GOVERNMENT
 LW2875'RESERVATION OF FORT WETHERILL, AND IS THE CENTER OF THE W ONE OF
 LW2875'TWO INSTRUMENTS HOUSED IN THE WOODEN FIRE-CONTROL BUILDINGS ON
 LW2875'TOP OF THE STEEP HILL AT THE W END OF THE RESERVATION, N OF
 LW2875'ABANDONED BATTERY WALBACH.  IT WAS NOT MARKED PERMANENTLY.
 LW2875'
 LW2875'IT WAS LOCATED BY TRAVERSE FROM STATION B C DICKENSON.
 LW2875'
 LW2875'THIS IS A TRAVERSE STATION.
 LW2875
 LW2875                          STATION RECOVERY (1994)
 LW2875
 LW2875'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2875'MARK NOT FOUND.
 LW2875
 LW2875                          STATION RECOVERY (2005)
 LW2875
 LW2875'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2875'THE STATION MARK, NON-PERMANENT OR OTHERWISE WAS NOT FOUND.
 LW2875' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2869 ***********************************************************************
 LW2869  DESIGNATION -  B 3 GREENE 1940
 LW2869  PID         -  LW2869
 LW2869  STATE/COUNTY-  RI/NEWPORT
 LW2869  USGS QUAD   -  NEWPORT (1975)
 LW2869
 LW2869                         *CURRENT SURVEY CONTROL
 LW2869  ___________________________________________________________________
 LW2869* NAD 83(1996)-  41 28 45.49804(N)    071 22 06.10063(W)     ADJUSTED  
 LW2869* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 LW2869  ___________________________________________________________________
 LW2869  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LW2869  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2869
 LW2869  HORZ ORDER  -  THIRD
 LW2869
 LW2869.The horizontal coordinates were established by classical geodetic methods
 LW2869.and adjusted by the National Geodetic Survey in August 1998..
 LW2869
 LW2869.The orthometric height was scaled from a topographic map.
 LW2869
 LW2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2869
 LW2869.The geoid height was determined by GEOID03.
 LW2869
 LW2869;                    North         East     Units Scale Factor Converg.
 LW2869;SPC RI       -    43,984.448   110,994.759   MT  0.99999524   +0 05 13.9
 LW2869;SPC RI       -   144,305.64    364,155.31   sFT  0.99999524   +0 05 13.9
 LW2869;UTM  19      - 4,594,674.439   302,260.081   MT  1.00008122   -1 34 09.1
 LW2869
 LW2869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2869!SPC RI       -   1.00000021  x   0.99999524  =   0.99999545
 LW2869!UTM  19      -   1.00000021  x   1.00008122  =   1.00008143
 LW2869
 LW2869                          SUPERSEDED SURVEY CONTROL
 LW2869
 LW2869  NAD 83(1996)-  41 28 45.49753(N)    071 22 06.09983(W) AD(       ) 4
 LW2869  NAD 83(1992)-  41 28 45.49647(N)    071 22 06.09996(W) AD(       ) 4
 LW2869  NAD 83(1992)-  41 28 45.49586(N)    071 22 06.09960(W) AD(       ) 4
 LW2869  NAD 83(1986)-  41 28 45.49580(N)    071 22 06.09758(W) AD(       ) 4
 LW2869  NAD 27      -  41 28 45.12700(N)    071 22 07.90000(W) AD(       ) 3
 LW2869
 LW2869.Superseded values are not recommended for survey control.
 LW2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2869.See file dsdata.txt to determine how the superseded data were derived.
 LW2869
 LW2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0226094674(NAD 83)
 LW2869_MARKER: Z = SEE DESCRIPTION
 LW2869_SETTING: 0 = UNSPECIFIED SETTING
 LW2869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2869
 LW2869  HISTORY     - Date     Condition        Report By
 LW2869  HISTORY     - 1940     MONUMENTED       CGS
 LW2869  HISTORY     - 19941013 MARK NOT FOUND   USPSQD
 LW2869  HISTORY     - 20051108 MARK NOT FOUND   USPSQD
 LW2869
 LW2869                          STATION DESCRIPTION
 LW2869
 LW2869'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2869'STATION IS LOCATED ABOUT 2 MI. S OF THE TOWN OF JAMESTOWN, ON THE
 LW2869'GOVERNMENT RESERVATION OF FORT WETHERILL, AND IS THE CENTER OF THE
 LW2869'E ONE OF TWO INSTRUMENTS HOUSED IN THE WOODEN FIRE-CONTROL
 LW2869'BUILDING ON TOP OF THE STEEP HILL AT THE W END OF THE RESERVATION,
 LW2869'N OF ABANDONED BATTERY WALBACH.  IT WAS NOT MARKED PERMANENTLY.
 LW2869'
 LW2869'IT WAS LOCATED BY TRAVERSE FROM STATION B C DICKENSON.
 LW2869'
 LW2869'THIS IS A TRAVERSE STATION.
 LW2869
 LW2869                          STATION RECOVERY (1994)
 LW2869
 LW2869'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2869'MARK NOT FOUND.
 LW2869
 LW2869                          STATION RECOVERY (2005)
 LW2869
 LW2869'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2869'THE STATION MARK, NON-PERMANENT OR OTHERWISE WAS NOT FOUND.
 LW2869' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0316 ***********************************************************************
 LW0316  DESIGNATION -  B 30
 LW0316  PID         -  LW0316
 LW0316  STATE/COUNTY-  RI/PROVIDENCE
 LW0316  USGS QUAD   -  PAWTUCKET (1975)
 LW0316
 LW0316                         *CURRENT SURVEY CONTROL
 LW0316  ___________________________________________________________________
 LW0316* NAD 83(1986)-  41 53 56.     (N)    071 23 22.     (W)     SCALED    
 LW0316* NAVD 88     -        19.742  (meters)      64.77   (feet)  ADJUSTED  
 LW0316  ___________________________________________________________________
 LW0316  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LW0316  DYNAMIC HT  -          19.736 (meters)      64.75  (feet)  COMP
 LW0316  MODELED GRAV-     980,328.4   (mgal)                       NAVD 88
 LW0316
 LW0316  VERT ORDER  -  SECOND    CLASS 0
 LW0316
 LW0316.The horizontal coordinates were scaled from a topographic map and have
 LW0316.an estimated accuracy of +/- 6 seconds.
 LW0316
 LW0316.The orthometric height was determined by differential leveling
 LW0316.and adjusted by the National Geodetic Survey in June 1991..
 LW0316
 LW0316.The geoid height was determined by GEOID03.
 LW0316
 LW0316.The dynamic height is computed by dividing the NAVD 88
 LW0316.geopotential number by the normal gravity value computed on the
 LW0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0316.degrees latitude (g = 980.6199 gals.).
 LW0316
 LW0316.The modeled gravity was interpolated from observed gravity values.
 LW0316
 LW0316;                    North         East    Units  Estimated Accuracy
 LW0316;SPC RI       -    90,580.      109,170.      MT  (+/- 180 meters Scaled)
 LW0316
 LW0316                          SUPERSEDED SURVEY CONTROL
 LW0316
 LW0316  NGVD 29 (??/??/92)   19.984  (m)           65.56   (f) ADJ UNCH    2 0
 LW0316
 LW0316.Superseded values are not recommended for survey control.
 LW0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0316.See file dsdata.txt to determine how the superseded data were derived.
 LW0316
 LW0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG017413(NAD 83)
 LW0316_MARKER: DB = BENCH MARK DISK
 LW0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0316_SP_SET: BRIDGE
 LW0316_STAMPING: B 30 1969
 LW0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0316+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW0316
 LW0316  HISTORY     - Date     Condition        Report By
 LW0316  HISTORY     - 1969     MONUMENTED       CGS
 LW0316  HISTORY     - 1984     GOOD             LOCSUR
 LW0316  HISTORY     - 1984     GOOD             LOCSUR
 LW0316  HISTORY     - 19970320 GOOD             USPSQD
 LW0316  HISTORY     - 20040816 GOOD             GEOCAC
 LW0316
 LW0316                          STATION DESCRIPTION
 LW0316
 LW0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0316'0.8 MI N FROM CENTRAL FALLS.
 LW0316'ABOUT 0.85 MILES NORTH ALONG BROAD STREET (STATE HIGHWAY 114)
 LW0316'FROM THE CITY HALL AT CENTRAL FALLS, ABOUT 0.1 MILE SOUTH ALONG
 LW0316'BROAD STREET FROM THE CUMBERLAND TOWN HALL, SET ON THE TOP OF
 LW0316'THE STONE WING WALL AT THE SOUTHEAST CORNER OF THE BROAD STREET
 LW0316'BRIDGE OVER THE BLACKSTONE RIVER, 8.2 FEET EAST OF THE EAST CURB
 LW0316'OF BROAD STREET, 2.4 FEET SOUTH OF THE SOUTH END OF THE EAST
 LW0316'STONE GUARD RAIL OF THE BRIDGE AND 1/2 FOOT ABOVE THE LEVEL OF
 LW0316'THE STREET.
 LW0316
 LW0316                          STATION RECOVERY (1984)
 LW0316
 LW0316'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0316'RECOVERED IN GOOD CONDITION.
 LW0316
 LW0316                          STATION RECOVERY (1984)
 LW0316
 LW0316'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0316'RECOVERED IN GOOD CONDITION.
 LW0316
 LW0316                          STATION RECOVERY (1997)
 LW0316
 LW0316'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW0316'RECOVERED IN GOOD CONDITION.
 LW0316
 LW0316                          STATION RECOVERY (2004)
 LW0316
 LW0316'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0333 ***********************************************************************
 LW0333  DESIGNATION -  B 31
 LW0333  PID         -  LW0333
 LW0333  STATE/COUNTY-  RI/PROVIDENCE
 LW0333  USGS QUAD   -  PROVIDENCE (1975)
 LW0333
 LW0333                         *CURRENT SURVEY CONTROL
 LW0333  ___________________________________________________________________
 LW0333* NAD 83(1986)-  41 49 41.     (N)    071 25 05.     (W)     SCALED    
 LW0333* NAVD 88     -        13.915  (meters)      45.65   (feet)  ADJUSTED  
 LW0333  ___________________________________________________________________
 LW0333  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW0333  DYNAMIC HT  -          13.910 (meters)      45.64  (feet)  COMP
 LW0333  MODELED GRAV-     980,319.2   (mgal)                       NAVD 88
 LW0333
 LW0333  VERT ORDER  -  SECOND    CLASS 0
 LW0333
 LW0333.The horizontal coordinates were scaled from a topographic map and have
 LW0333.an estimated accuracy of +/- 6 seconds.
 LW0333
 LW0333.The orthometric height was determined by differential leveling
 LW0333.and adjusted by the National Geodetic Survey in June 1991..
 LW0333
 LW0333.The geoid height was determined by GEOID03.
 LW0333
 LW0333.The dynamic height is computed by dividing the NAVD 88
 LW0333.geopotential number by the normal gravity value computed on the
 LW0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0333.degrees latitude (g = 980.6199 gals.).
 LW0333
 LW0333.The modeled gravity was interpolated from observed gravity values.
 LW0333
 LW0333;                    North         East    Units  Estimated Accuracy
 LW0333;SPC RI       -    82,710.      106,810.      MT  (+/- 180 meters Scaled)
 LW0333
 LW0333                          SUPERSEDED SURVEY CONTROL
 LW0333
 LW0333  NGVD 29 (??/??/92)   14.164  (m)           46.47   (f) ADJ UNCH    2 0
 LW0333
 LW0333.Superseded values are not recommended for survey control.
 LW0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0333.See file dsdata.txt to determine how the superseded data were derived.
 LW0333
 LW0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG991335(NAD 83)
 LW0333_MARKER: DB = BENCH MARK DISK
 LW0333_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW0333_SP_SET: GUARD RAIL
 LW0333_STAMPING: B 31 1969
 LW0333_MARK LOGO: CGS   
 LW0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0333
 LW0333  HISTORY     - Date     Condition        Report By
 LW0333  HISTORY     - 1969     MONUMENTED       CGS
 LW0333  HISTORY     - 1985     GOOD             RIGS
 LW0333
 LW0333                          STATION DESCRIPTION
 LW0333
 LW0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0333'AT PROVIDENCE.
 LW0333'AT PROVIDENCE, AT THE INTERSECTION OF PARK STREET AND PROMENADE
 LW0333'STREET, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 LW0333'GUARD RAIL BASE TO THE INTERSTATE HIGHWAY 95 BRIDGE OVER THE
 LW0333'WOONSQUATUCKET RIVER, PROMENADE STREET AND THE PENN CENTRAL
 LW0333'RAILROAD, 1.4 FEET EAST OF THE EAST CURB OF THE NORTHBOUND LANE
 LW0333'OF INTERSTATE HIGHWAY 95, 1.8 FEET SOUTH OF THE NORTH END OF
 LW0333'THE GUARD RAIL BASE AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0333
 LW0333                          STATION RECOVERY (1985)
 LW0333
 LW0333'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2979 ***********************************************************************
 LW2979  DESIGNATION -  B 3/1 S 3/1
 LW2979  PID         -  LW2979
 LW2979  STATE/COUNTY-  RI/WASHINGTON
 LW2979  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2979
 LW2979                         *CURRENT SURVEY CONTROL
 LW2979  ___________________________________________________________________
 LW2979* NAD 83(1996)-  41 26 46.43633(N)    071 26 02.46485(W)     ADJUSTED  
 LW2979* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW2979  ___________________________________________________________________
 LW2979  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LW2979  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW2979
 LW2979  HORZ ORDER  -  THIRD
 LW2979
 LW2979.The horizontal coordinates were established by classical geodetic methods
 LW2979.and adjusted by the National Geodetic Survey in August 1998..
 LW2979
 LW2979.The orthometric height was scaled from a topographic map.
 LW2979
 LW2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2979
 LW2979.The geoid height was determined by GEOID03.
 LW2979
 LW2979;                    North         East     Units Scale Factor Converg.
 LW2979;SPC RI       -    40,305.058   105,513.763   MT  0.99999412   +0 02 37.2
 LW2979;SPC RI       -   132,234.18    346,173.07   sFT  0.99999412   +0 02 37.2
 LW2979;UTM  19      - 4,591,154.613   296,674.493   MT  1.00010879   -1 36 42.0
 LW2979
 LW2979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2979!SPC RI       -   1.00000415  x   0.99999412  =   0.99999827
 LW2979!UTM  19      -   1.00000415  x   1.00010879  =   1.00011294
 LW2979
 LW2979                          SUPERSEDED SURVEY CONTROL
 LW2979
 LW2979  NAD 83(1996)-  41 26 46.43566(N)    071 26 02.46386(W) AD(       ) 3
 LW2979  NAD 83(1992)-  41 26 46.43484(N)    071 26 02.46418(W) AD(       ) 3
 LW2979  NAD 83(1992)-  41 26 46.43404(N)    071 26 02.46386(W) AD(       ) 3
 LW2979  NAD 83(1986)-  41 26 46.43419(N)    071 26 02.46246(W) AD(       ) 3
 LW2979  NAD 27      -  41 26 46.06800(N)    071 26 04.25300(W) AD(       ) 3
 LW2979
 LW2979.Superseded values are not recommended for survey control.
 LW2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2979.See file dsdata.txt to determine how the superseded data were derived.
 LW2979
 LW2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9667491155(NAD 83)
 LW2979_MARKER: Z = SEE DESCRIPTION
 LW2979_SETTING: 0 = UNSPECIFIED SETTING
 LW2979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2979
 LW2979  HISTORY     - Date     Condition        Report By
 LW2979  HISTORY     - 1943     MONUMENTED       CGS
 LW2979  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2979
 LW2979                          STATION DESCRIPTION
 LW2979
 LW2979'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2979'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT VARNUM.
 LW2979'IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED ON THE THIRD
 LW2979'FLOOR IN THE MOST S ONE OF FOUR FIRE-CONTROL BUILDINGS.
 LW2979
 LW2979                          STATION RECOVERY (1994)
 LW2979
 LW2979'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2811 ***********************************************************************
 LW2811  DESIGNATION -  B 3/11 S 3/11 1943
 LW2811  PID         -  LW2811
 LW2811  STATE/COUNTY-  RI/NEWPORT
 LW2811  USGS QUAD   -  SAKONNET POINT (1970)
 LW2811
 LW2811                         *CURRENT SURVEY CONTROL
 LW2811  ___________________________________________________________________
 LW2811* NAD 83(1996)-  41 28 29.91422(N)    071 14 42.87424(W)     ADJUSTED  
 LW2811* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LW2811  ___________________________________________________________________
 LW2811  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 LW2811  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW2811
 LW2811  HORZ ORDER  -  SECOND
 LW2811
 LW2811.The horizontal coordinates were established by classical geodetic methods
 LW2811.and adjusted by the National Geodetic Survey in August 1998..
 LW2811
 LW2811.The orthometric height was scaled from a topographic map.
 LW2811
 LW2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2811
 LW2811.The geoid height was determined by GEOID03.
 LW2811
 LW2811;                    North         East     Units Scale Factor Converg.
 LW2811;SPC RI       -    43,526.643   121,279.308   MT  0.99999932   +0 10 07.4
 LW2811;SPC RI       -   142,803.66    397,897.20   sFT  0.99999932   +0 10 07.4
 LW2811;UTM  19      - 4,593,919.522   312,527.713   MT  1.00003254   -1 29 14.8
 LW2811
 LW2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2811!SPC RI       -   1.00000301  x   0.99999932  =   1.00000233
 LW2811!UTM  19      -   1.00000301  x   1.00003254  =   1.00003555
 LW2811
 LW2811                          SUPERSEDED SURVEY CONTROL
 LW2811
 LW2811  NAD 83(1996)-  41 28 29.91416(N)    071 14 42.87366(W) AD(       ) 2
 LW2811  NAD 83(1992)-  41 28 29.91240(N)    071 14 42.87365(W) AD(       ) 2
 LW2811  NAD 83(1992)-  41 28 29.91223(N)    071 14 42.87322(W) AD(       ) 2
 LW2811  NAD 83(1986)-  41 28 29.91258(N)    071 14 42.87113(W) AD(       ) 2
 LW2811  NAD 27      -  41 28 29.54100(N)    071 14 44.69800(W) AD(       ) 2
 LW2811
 LW2811.Superseded values are not recommended for survey control.
 LW2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2811.See file dsdata.txt to determine how the superseded data were derived.
 LW2811
 LW2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1252893920(NAD 83)
 LW2811_MARKER: Z = SEE DESCRIPTION
 LW2811_SETTING: 0 = UNSPECIFIED SETTING
 LW2811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2811
 LW2811  HISTORY     - Date     Condition        Report By
 LW2811  HISTORY     - 1943     MONUMENTED       CGS
 LW2811  HISTORY     - 19981203 MARK NOT FOUND   USPSQD
 LW2811
 LW2811                          STATION DESCRIPTION
 LW2811
 LW2811'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2811'THE STATION IS THE CENTER OF THE INSTRUMENT IN THE MOST E ONE OF
 LW2811'THREE BUILDINGS ABOUT 200 YDS. N OF THE S TIP OF SACHUEST POINT.
 LW2811'
 LW2811'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION RANGE.
 LW2811
 LW2811                          STATION RECOVERY (1998)
 LW2811
 LW2811'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0482 ***********************************************************************
 LW0482  DESIGNATION -  B 32
 LW0482  PID         -  LW0482
 LW0482  STATE/COUNTY-  RI/WASHINGTON
 LW0482  USGS QUAD   -  WICKFORD (1995)
 LW0482
 LW0482                         *CURRENT SURVEY CONTROL
 LW0482  ___________________________________________________________________
 LW0482* NAD 83(1986)-  41 31 48.     (N)    071 27 03.     (W)     SCALED    
 LW0482* NAVD 88     -        25.819  (meters)      84.71   (feet)  ADJUSTED  
 LW0482  ___________________________________________________________________
 LW0482  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW0482  DYNAMIC HT  -          25.811 (meters)      84.68  (feet)  COMP
 LW0482  MODELED GRAV-     980,288.4   (mgal)                       NAVD 88
 LW0482
 LW0482  VERT ORDER  -  SECOND    CLASS 0
 LW0482
 LW0482.The horizontal coordinates were scaled from a topographic map and have
 LW0482.an estimated accuracy of +/- 6 seconds.
 LW0482
 LW0482.The orthometric height was determined by differential leveling
 LW0482.and adjusted by the National Geodetic Survey in June 1991..
 LW0482
 LW0482.The geoid height was determined by GEOID03.
 LW0482
 LW0482.The dynamic height is computed by dividing the NAVD 88
 LW0482.geopotential number by the normal gravity value computed on the
 LW0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0482.degrees latitude (g = 980.6199 gals.).
 LW0482
 LW0482.The modeled gravity was interpolated from observed gravity values.
 LW0482
 LW0482;                    North         East    Units  Estimated Accuracy
 LW0482;SPC RI       -    49,610.      104,100.      MT  (+/- 180 meters Scaled)
 LW0482
 LW0482                          SUPERSEDED SURVEY CONTROL
 LW0482
 LW0482  NGVD 29 (??/??/92)   26.094  (m)           85.61   (f) ADJ UNCH    2 0
 LW0482
 LW0482.Superseded values are not recommended for survey control.
 LW0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0482.See file dsdata.txt to determine how the superseded data were derived.
 LW0482
 LW0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG955004(NAD 83)
 LW0482_MARKER: DB = BENCH MARK DISK
 LW0482_SETTING: 66 = SET IN ROCK OUTCROP
 LW0482_SP_SET: ROCK CUT
 LW0482_STAMPING: B 32 1969
 LW0482_MARK LOGO: CGS   
 LW0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0482+STABILITY: POSITION/ELEVATION WELL
 LW0482
 LW0482  HISTORY     - Date     Condition        Report By
 LW0482  HISTORY     - 1969     MONUMENTED       CGS
 LW0482  HISTORY     - 1988     GOOD             USPSQD
 LW0482  HISTORY     - 19880630 GOOD             RIGS
 LW0482  HISTORY     - 20011010 MARK NOT FOUND   USPSQD
 LW0482
 LW0482                          STATION DESCRIPTION
 LW0482
 LW0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0482'1.9 MI W FROM JAMESTOWN.
 LW0482'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 138 FROM THE WEST END
 LW0482'OF THE LARGE JAMESTOWN BRIDGE OVER THE WEST NARRAGANSETT BAY
 LW0482'PASSAGE, 0.85 MILE EAST OF THE U.S. HIGHWAY 1 OVERPASS, 0.55
 LW0482'MILE WEST OF THE OVERPASS OVER GILBERT STUART ROAD, SET ON THE
 LW0482'TOP AND 12 FEET NORTHWEST OF THE SOUTHEAST END OF A LARGE ROCK,
 LW0482'AT THE SOUTHEAST END OF A ROCK CUT, 83 FEET SOUTHWEST OF THE
 LW0482'CENTER LINE OF THE HIGHWAY, 35 FEET NORTHEAST OF THE SOUTHWEST
 LW0482'RIGHT-OF-WAY FENCE LINE, 1 FOOT SOUTHEAST OF A METAL WITNESS
 LW0482'POST AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY
 LW0482'BE REACHED BY GOING 2.7 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM
 LW0482'THE JUNCTION OF STATE HIGHWAY 102 AT WICKFORD, THENCE 0.85
 LW0482'MILE EAST ALONG STATE HIGHWAY 138 TO MARK ON RIGHT.
 LW0482
 LW0482                          STATION RECOVERY (1988)
 LW0482
 LW0482'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0482'RECOVERED IN GOOD CONDITION.
 LW0482
 LW0482                          STATION RECOVERY (1988)
 LW0482
 LW0482'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW0482'RECOVERED IN GOOD CONDITION.
 LW0482
 LW0482                          STATION RECOVERY (2001)
 LW0482
 LW0482'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3061 ***********************************************************************
 LW3061  DESIGNATION -  B 3/2 S 3/2 1943
 LW3061  PID         -  LW3061
 LW3061  STATE/COUNTY-  RI/WASHINGTON
 LW3061  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3061
 LW3061                         *CURRENT SURVEY CONTROL
 LW3061  ___________________________________________________________________
 LW3061* NAD 83(1996)-  41 21 29.04975(N)    071 42 13.19892(W)     ADJUSTED  
 LW3061* NAVD 88     -        22.31   (+/-2cm)      73.2    (feet)  VERTCON   
 LW3061  ___________________________________________________________________
 LW3061  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LW3061  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW3061
 LW3061  HORZ ORDER  -  SECOND
 LW3061  VERT ORDER  -  THIRD ? (See Below)
 LW3061
 LW3061.The horizontal coordinates were established by classical geodetic methods
 LW3061.and adjusted by the National Geodetic Survey in August 1998..
 LW3061
 LW3061.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3061.The vertical order pertains to the NGVD 29 superseded value.
 LW3061
 LW3061.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3061
 LW3061.The geoid height was determined by GEOID03.
 LW3061
 LW3061;                    North         East     Units Scale Factor Converg.
 LW3061;SPC RI       -    30,531.508    82,957.664   MT  0.99999732   -0 08 04.5
 LW3061;SPC RI       -   100,168.79    272,170.27   sFT  0.99999732   -0 08 04.5
 LW3061;SPC CT       -   211,206.256   392,352.731   MT  0.99998781   +0 41 37.6
 LW3061;SPC CT       -   692,932.52  1,287,243.92   sFT  0.99998781   +0 41 37.6
 LW3061;UTM  19      - 4,582,034.607   273,841.732   MT  1.00022950   -1 47 14.1
 LW3061
 LW3061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3061!SPC RI       -   1.00000129  x   0.99999732  =   0.99999861
 LW3061!SPC CT       -   1.00000129  x   0.99998781  =   0.99998910
 LW3061!UTM  19      -   1.00000129  x   1.00022950  =   1.00023079
 LW3061
 LW3061                          SUPERSEDED SURVEY CONTROL
 LW3061
 LW3061  NAD 83(1992)-  41 21 29.04842(N)    071 42 13.19814(W) AD(       ) 2
 LW3061  NAD 83(1986)-  41 21 29.04699(N)    071 42 13.19923(W) AD(       ) 2
 LW3061  NAD 27      -  41 21 28.68700(N)    071 42 14.96800(W) AD(       ) 2
 LW3061  NGVD 29 (07/19/86)   22.59   (m)           74.1    (f) LEVELING    3  
 LW3061
 LW3061.Superseded values are not recommended for survey control.
 LW3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3061.See file dsdata.txt to determine how the superseded data were derived.
 LW3061
 LW3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7384282035(NAD 83)
 LW3061_MARKER: Z = SEE DESCRIPTION
 LW3061_SETTING: 0 = UNSPECIFIED SETTING
 LW3061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3061
 LW3061  HISTORY     - Date     Condition        Report By
 LW3061  HISTORY     - 1943     MONUMENTED       CGS
 LW3061  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW3061
 LW3061                          STATION DESCRIPTION
 LW3061
 LW3061'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3061'STATION IS LOCATED ON THE TOP OF A SMALL HILL OR KNOLL ABOUT 50
 LW3061'YDS. N OF THE CHARLESTOWN FIRST BAPTIST CHURCH.  IT IS THE PINTLE
 LW3061'CENTER OF THE INSTRUMENT HOUSED IN THE W ROOM ON THE SECOND FLOOR
 LW3061'IN THE FIRE CONTROL BUILDING.  THIS STATION WAS LOCATED BY
 LW3061'TRAVERSE FROM STATION HISCOX.
 LW3061
 LW3061                          STATION RECOVERY (1994)
 LW3061
 LW3061'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0424 ***********************************************************************
 LW0424  DESIGNATION -  B 33
 LW0424  PID         -  LW0424
 LW0424  STATE/COUNTY-  RI/PROVIDENCE
 LW0424  USGS QUAD   -  PAWTUCKET (1975)
 LW0424
 LW0424                         *CURRENT SURVEY CONTROL
 LW0424  ___________________________________________________________________
 LW0424* NAD 83(1986)-  41 56 34.     (N)    071 26 25.     (W)     SCALED    
 LW0424* NAVD 88     -        45.102  (meters)     147.97   (feet)  ADJUSTED  
 LW0424  ___________________________________________________________________
 LW0424  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LW0424  DYNAMIC HT  -          45.088 (meters)     147.93  (feet)  COMP
 LW0424  MODELED GRAV-     980,319.5   (mgal)                       NAVD 88
 LW0424
 LW0424  VERT ORDER  -  SECOND    CLASS 0
 LW0424
 LW0424.The horizontal coordinates were scaled from a topographic map and have
 LW0424.an estimated accuracy of +/- 6 seconds.
 LW0424
 LW0424.The orthometric height was determined by differential leveling
 LW0424.and adjusted by the National Geodetic Survey in June 1991..
 LW0424
 LW0424.The geoid height was determined by GEOID03.
 LW0424
 LW0424.The dynamic height is computed by dividing the NAVD 88
 LW0424.geopotential number by the normal gravity value computed on the
 LW0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0424.degrees latitude (g = 980.6199 gals.).
 LW0424
 LW0424.The modeled gravity was interpolated from observed gravity values.
 LW0424
 LW0424;                    North         East    Units  Estimated Accuracy
 LW0424;SPC RI       -    95,450.      104,950.      MT  (+/- 180 meters Scaled)
 LW0424
 LW0424                          SUPERSEDED SURVEY CONTROL
 LW0424
 LW0424  NGVD 29 (??/??/92)   45.341  (m)          148.76   (f) ADJ UNCH    2 0
 LW0424
 LW0424.Superseded values are not recommended for survey control.
 LW0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0424.See file dsdata.txt to determine how the superseded data were derived.
 LW0424
 LW0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG977463(NAD 83)
 LW0424_MARKER: DB = BENCH MARK DISK
 LW0424_SETTING: 66 = SET IN ROCK OUTCROP
 LW0424_SP_SET: ROCK CUT
 LW0424_STAMPING: B 33 1969
 LW0424_MARK LOGO: CGS   
 LW0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0424+STABILITY: POSITION/ELEVATION WELL
 LW0424
 LW0424  HISTORY     - Date     Condition        Report By
 LW0424  HISTORY     - 1969     MONUMENTED       CGS
 LW0424  HISTORY     - 1985     GOOD             RIGS
 LW0424
 LW0424                          STATION DESCRIPTION
 LW0424
 LW0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0424'9.9 MI NE FROM PROVIDENCE.
 LW0424'ABOUT 8.0 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0424'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0424'AT PROVIDENCE, THENCE 1.9 MILES EAST ALONG INTERSTATE HIGHWAY
 LW0424'295, SET ON THE TOP OF THE NORTH END OF A MASS OF BEDROCK WHICH
 LW0424'IS 9 FEET LONG AND 1 FOOT HIGH AND IS PART OF A ROCK CUT, 39 1/2
 LW0424'FEET SOUTHWEST OF THE WEST END OF THE CONCRETE GUARD RAIL FOR
 LW0424'THE EASTBOUND LANE OF THE HIGHWAY OVER THE BLACKSTONE RIVER,
 LW0424'ABOUT 0.25 MILE WEST OF THE STATE HIGHWAY 122 OVERPASS OVER I 295,
 LW0424'53 1/2 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF
 LW0424'THE HIGHWAY AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0424
 LW0424                          STATION RECOVERY (1985)
 LW0424
 LW0424'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0258 ***********************************************************************
 LW0258  DESIGNATION -  B 34
 LW0258  PID         -  LW0258
 LW0258  STATE/COUNTY-  RI/NEWPORT
 LW0258  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0258
 LW0258                         *CURRENT SURVEY CONTROL
 LW0258  ___________________________________________________________________
 LW0258* NAD 83(1986)-  41 32 20.     (N)    071 17 28.     (W)     SCALED    
 LW0258* NAVD 88     -        42.679  (meters)     140.02   (feet)  ADJUSTED  
 LW0258  ___________________________________________________________________
 LW0258  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW0258  DYNAMIC HT  -          42.665 (meters)     139.98  (feet)  COMP
 LW0258  MODELED GRAV-     980,296.4   (mgal)                       NAVD 88
 LW0258
 LW0258  VERT ORDER  -  SECOND    CLASS 0
 LW0258
 LW0258.The horizontal coordinates were scaled from a topographic map and have
 LW0258.an estimated accuracy of +/- 6 seconds.
 LW0258
 LW0258.The orthometric height was determined by differential leveling
 LW0258.and adjusted by the National Geodetic Survey in June 1991..
 LW0258
 LW0258.The geoid height was determined by GEOID03.
 LW0258
 LW0258.The dynamic height is computed by dividing the NAVD 88
 LW0258.geopotential number by the normal gravity value computed on the
 LW0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0258.degrees latitude (g = 980.6199 gals.).
 LW0258
 LW0258.The modeled gravity was interpolated from observed gravity values.
 LW0258
 LW0258;                    North         East    Units  Estimated Accuracy
 LW0258;SPC RI       -    50,620.      117,430.      MT  (+/- 180 meters Scaled)
 LW0258
 LW0258                          SUPERSEDED SURVEY CONTROL
 LW0258
 LW0258  NGVD 29 (??/??/92)   42.942  (m)          140.89   (f) ADJ UNCH    2 0
 LW0258
 LW0258.Superseded values are not recommended for survey control.
 LW0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0258.See file dsdata.txt to determine how the superseded data were derived.
 LW0258
 LW0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG088011(NAD 83)
 LW0258_MARKER: DB = BENCH MARK DISK
 LW0258_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LW0258_SP_SET: 8.5 FEET
 LW0258_STAMPING: B 34 1969
 LW0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0258
 LW0258  HISTORY     - Date     Condition        Report By
 LW0258  HISTORY     - 1969     MONUMENTED       CGS
 LW0258
 LW0258                          STATION DESCRIPTION
 LW0258
 LW0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0258'3.2 MI N FROM NEWPORT.
 LW0258'ABOUT 3.2 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0258'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, NEAR THE JUNCTION
 LW0258'OF OLIPHANT LANE LEADING EAST, NEAR THE HOLY CROSS CHURCH, 176
 LW0258'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET NORTHEAST
 LW0258'OF THE NORTHEAST CORNER OF THE CHIMNEY WHICH IS NEAR THE NORTHEAST
 LW0258'CORNER OF THE CHURCH, 31 FEET WEST OF THE CENTER LINE OF A
 LW0258'DRIVEWAY TO CHURCH, 24 FEET SOUTH OF THE CENTER LINE OF THE LANE,
 LW0258'0.8 FOOT NORTH OF A ROCK FENCE, 1.7 FEET NORTHEAST OF A METAL
 LW0258'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IS A DISK
 LW0258'ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND
 LW0258'AND PROTECTED BY A 4 INCH STEEL PIPE WHICH IS FLUSH WITH THE
 LW0258'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 8.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2963 ***********************************************************************
 LW2963  DESIGNATION -  B 3/6 S 3/6
 LW2963  PID         -  LW2963
 LW2963  STATE/COUNTY-  RI/WASHINGTON
 LW2963  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2963
 LW2963                         *CURRENT SURVEY CONTROL
 LW2963  ___________________________________________________________________
 LW2963* NAD 83(1996)-  41 26 46.31983(N)    071 26 02.53745(W)     ADJUSTED  
 LW2963* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW2963  ___________________________________________________________________
 LW2963  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LW2963  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW2963
 LW2963  HORZ ORDER  -  THIRD
 LW2963
 LW2963.The horizontal coordinates were established by classical geodetic methods
 LW2963.and adjusted by the National Geodetic Survey in August 1998..
 LW2963
 LW2963.The orthometric height was scaled from a topographic map.
 LW2963
 LW2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2963
 LW2963.The geoid height was determined by GEOID03.
 LW2963
 LW2963;                    North         East     Units Scale Factor Converg.
 LW2963;SPC RI       -    40,301.463   105,512.081   MT  0.99999412   +0 02 37.2
 LW2963;SPC RI       -   132,222.38    346,167.55   sFT  0.99999412   +0 02 37.2
 LW2963;UTM  19      - 4,591,151.067   296,672.707   MT  1.00010880   -1 36 42.1
 LW2963
 LW2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2963!SPC RI       -   1.00000415  x   0.99999412  =   0.99999827
 LW2963!UTM  19      -   1.00000415  x   1.00010880  =   1.00011295
 LW2963
 LW2963                          SUPERSEDED SURVEY CONTROL
 LW2963
 LW2963  NAD 83(1996)-  41 26 46.31916(N)    071 26 02.53647(W) AD(       ) 3
 LW2963  NAD 83(1992)-  41 26 46.31835(N)    071 26 02.53678(W) AD(       ) 3
 LW2963  NAD 83(1992)-  41 26 46.31754(N)    071 26 02.53647(W) AD(       ) 3
 LW2963  NAD 83(1986)-  41 26 46.31769(N)    071 26 02.53506(W) AD(       ) 3
 LW2963  NAD 27      -  41 26 45.95100(N)    071 26 04.32600(W) AD(       ) 3
 LW2963
 LW2963.Superseded values are not recommended for survey control.
 LW2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2963.See file dsdata.txt to determine how the superseded data were derived.
 LW2963
 LW2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9667391151(NAD 83)
 LW2963_MARKER: Z = SEE DESCRIPTION
 LW2963_SETTING: 0 = UNSPECIFIED SETTING
 LW2963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2963
 LW2963  HISTORY     - Date     Condition        Report By
 LW2963  HISTORY     - 1943     MONUMENTED       CGS
 LW2963  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2963  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW2963
 LW2963                          STATION DESCRIPTION
 LW2963
 LW2963'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2963'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT VARNUM.
 LW2963'IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE S ROOM ON
 LW2963'THE SECOND FLOOR IN THE MOST S ONE OF FOUR FIRE-CONTROL BUILDINGS.
 LW2963
 LW2963                          STATION RECOVERY (1994)
 LW2963
 LW2963'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2963'MARK NOT FOUND.
 LW2963
 LW2963                          STATION RECOVERY (2001)
 LW2963
 LW2963'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2963'THIS FIRE CONTROL INSTRUMENT NO LONGER EXISTS AT
 LW2963'FORT VARNUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2820 ***********************************************************************
 LW2820  DESIGNATION -  B 4/10 S 4/10 1943
 LW2820  PID         -  LW2820
 LW2820  STATE/COUNTY-  RI/BRISTOL
 LW2820  USGS QUAD   -  SAKONNET POINT (1970)
 LW2820
 LW2820                         *CURRENT SURVEY CONTROL
 LW2820  ___________________________________________________________________
 LW2820* NAD 83(1996)-  41 27 40.62785(N)    071 10 23.35767(W)     ADJUSTED  
 LW2820* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2820  ___________________________________________________________________
 LW2820  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW2820  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2820
 LW2820  HORZ ORDER  -  SECOND
 LW2820
 LW2820.The horizontal coordinates were established by classical geodetic methods
 LW2820.and adjusted by the National Geodetic Survey in August 1998..
 LW2820
 LW2820.The orthometric height was scaled from a topographic map.
 LW2820
 LW2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2820
 LW2820.The geoid height was determined by GEOID03.
 LW2820
 LW2820;                    North         East     Units Scale Factor Converg.
 LW2820;SPC RI       -    42,026.364   127,306.407   MT  1.00000292   +0 12 59.1
 LW2820;SPC RI       -   137,881.50    417,671.10   sFT  1.00000292   +0 12 59.1
 LW2820;SPC MA M     -   801,287.534   227,307.781   MT  1.00004718   +0 13 10.4
 LW2820;SPC MA M     - 2,628,890.85    745,758.94   sFT  1.00004718   +0 13 10.4
 LW2820;UTM  19      - 4,592,245.674   318,509.048   MT  1.00000538   -1 26 21.4
 LW2820
 LW2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2820!SPC RI       -   1.00000378  x   1.00000292  =   1.00000670
 LW2820!SPC MA M     -   1.00000378  x   1.00004718  =   1.00005096
 LW2820!UTM  19      -   1.00000378  x   1.00000538  =   1.00000916
 LW2820
 LW2820                          SUPERSEDED SURVEY CONTROL
 LW2820
 LW2820  NAD 83(1996)-  41 27 40.62796(N)    071 10 23.35724(W) AD(       ) 2
 LW2820  NAD 83(1992)-  41 27 40.62594(N)    071 10 23.35709(W) AD(       ) 2
 LW2820  NAD 83(1992)-  41 27 40.62588(N)    071 10 23.35676(W) AD(       ) 2
 LW2820  NAD 83(1986)-  41 27 40.62633(N)    071 10 23.35465(W) AD(       ) 2
 LW2820  NAD 27      -  41 27 40.25300(N)    071 10 25.19100(W) AD(       ) 2
 LW2820
 LW2820.Superseded values are not recommended for survey control.
 LW2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2820.See file dsdata.txt to determine how the superseded data were derived.
 LW2820
 LW2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1850992246(NAD 83)
 LW2820_MARKER: Z = SEE DESCRIPTION
 LW2820_SETTING: 0 = UNSPECIFIED SETTING
 LW2820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2820
 LW2820  HISTORY     - Date     Condition        Report By
 LW2820  HISTORY     - 1943     MONUMENTED       CGS
 LW2820
 LW2820                          STATION DESCRIPTION
 LW2820
 LW2820'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2820'THE STATION IS THE PINTLE CENTER OF THE W ONE OF THREE
 LW2820'INSTRUMENTS IN THE W ONE OF TWO FIRE-CONTROL BUILDINGS ON WARREN
 LW2820'POINT.
 LW2820'
 LW2820'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION WARREN O.P. NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2821 ***********************************************************************
 LW2821  DESIGNATION -  B 4/11 S 4/11 1943
 LW2821  PID         -  LW2821
 LW2821  STATE/COUNTY-  RI/BRISTOL
 LW2821  USGS QUAD   -  SAKONNET POINT (1970)
 LW2821
 LW2821                         *CURRENT SURVEY CONTROL
 LW2821  ___________________________________________________________________
 LW2821* NAD 83(1996)-  41 27 40.59326(N)    071 10 23.00069(W)     ADJUSTED  
 LW2821* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2821  ___________________________________________________________________
 LW2821  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW2821  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2821
 LW2821  HORZ ORDER  -  SECOND
 LW2821
 LW2821.The horizontal coordinates were established by classical geodetic methods
 LW2821.and adjusted by the National Geodetic Survey in August 1998..
 LW2821
 LW2821.The orthometric height was scaled from a topographic map.
 LW2821
 LW2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2821
 LW2821.The geoid height was determined by GEOID03.
 LW2821
 LW2821;                    North         East     Units Scale Factor Converg.
 LW2821;SPC RI       -    42,025.328   127,314.696   MT  1.00000293   +0 12 59.3
 LW2821;SPC RI       -   137,878.10    417,698.30   sFT  1.00000293   +0 12 59.3
 LW2821;SPC MA M     -   801,286.499   227,316.070   MT  1.00004718   +0 13 10.6
 LW2821;SPC MA M     - 2,628,887.46    745,786.14   sFT  1.00004718   +0 13 10.6
 LW2821;UTM  19      - 4,592,244.399   318,517.303   MT  1.00000534   -1 26 21.1
 LW2821
 LW2821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2821!SPC RI       -   1.00000378  x   1.00000293  =   1.00000671
 LW2821!SPC MA M     -   1.00000378  x   1.00004718  =   1.00005096
 LW2821!UTM  19      -   1.00000378  x   1.00000534  =   1.00000912
 LW2821
 LW2821                          SUPERSEDED SURVEY CONTROL
 LW2821
 LW2821  NAD 83(1996)-  41 27 40.59336(N)    071 10 23.00026(W) AD(       ) 2
 LW2821  NAD 83(1992)-  41 27 40.59134(N)    071 10 23.00011(W) AD(       ) 2
 LW2821  NAD 83(1992)-  41 27 40.59129(N)    071 10 22.99978(W) AD(       ) 2
 LW2821  NAD 83(1986)-  41 27 40.59174(N)    071 10 22.99767(W) AD(       ) 2
 LW2821  NAD 27      -  41 27 40.21800(N)    071 10 24.83400(W) AD(       ) 2
 LW2821
 LW2821.Superseded values are not recommended for survey control.
 LW2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2821.See file dsdata.txt to determine how the superseded data were derived.
 LW2821
 LW2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1851792244(NAD 83)
 LW2821_MARKER: Z = SEE DESCRIPTION
 LW2821_SETTING: 0 = UNSPECIFIED SETTING
 LW2821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2821
 LW2821  HISTORY     - Date     Condition        Report By
 LW2821  HISTORY     - 1943     MONUMENTED       CGS
 LW2821
 LW2821                          STATION DESCRIPTION
 LW2821
 LW2821'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2821'THE STATION IS THE PINTLE CENTER OF THE E ONE OF THREE
 LW2821'INSTRUMENTS IN THE W ONE OF TWO FIRE-CONTROL BUILDINGS ON WARREN
 LW2821'POINT.
 LW2821'
 LW2821'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION WARREN O.P. NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2984 ***********************************************************************
 LW2984  DESIGNATION -  B 4/3 S 4/3
 LW2984  PID         -  LW2984
 LW2984  STATE/COUNTY-  RI/WASHINGTON
 LW2984  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2984
 LW2984                         *CURRENT SURVEY CONTROL
 LW2984  ___________________________________________________________________
 LW2984* NAD 83(1996)-  41 26 49.16879(N)    071 26 00.09375(W)     ADJUSTED  
 LW2984* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW2984  ___________________________________________________________________
 LW2984  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LW2984  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW2984
 LW2984  HORZ ORDER  -  THIRD
 LW2984
 LW2984.The horizontal coordinates were established by classical geodetic methods
 LW2984.and adjusted by the National Geodetic Survey in August 1998..
 LW2984
 LW2984.The orthometric height was scaled from a topographic map.
 LW2984
 LW2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2984
 LW2984.The geoid height was determined by GEOID03.
 LW2984
 LW2984;                    North         East     Units Scale Factor Converg.
 LW2984;SPC RI       -    40,389.398   105,568.737   MT  0.99999413   +0 02 38.8
 LW2984;SPC RI       -   132,510.88    346,353.43   sFT  0.99999413   +0 02 38.8
 LW2984;UTM  19      - 4,591,237.339   296,731.887   MT  1.00010850   -1 36 40.5
 LW2984
 LW2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2984!SPC RI       -   1.00000415  x   0.99999413  =   0.99999828
 LW2984!UTM  19      -   1.00000415  x   1.00010850  =   1.00011265
 LW2984
 LW2984                          SUPERSEDED SURVEY CONTROL
 LW2984
 LW2984  NAD 83(1996)-  41 26 49.16812(N)    071 26 00.09277(W) AD(       ) 3
 LW2984  NAD 83(1992)-  41 26 49.16731(N)    071 26 00.09308(W) AD(       ) 3
 LW2984  NAD 83(1992)-  41 26 49.16650(N)    071 26 00.09276(W) AD(       ) 3
 LW2984  NAD 83(1986)-  41 26 49.16664(N)    071 26 00.09136(W) AD(       ) 3
 LW2984  NAD 27      -  41 26 48.80100(N)    071 26 01.88200(W) AD(       ) 3
 LW2984
 LW2984.Superseded values are not recommended for survey control.
 LW2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2984.See file dsdata.txt to determine how the superseded data were derived.
 LW2984
 LW2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9673291237(NAD 83)
 LW2984_MARKER: Z = SEE DESCRIPTION
 LW2984_SETTING: 0 = UNSPECIFIED SETTING
 LW2984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2984
 LW2984  HISTORY     - Date     Condition        Report By
 LW2984  HISTORY     - 1943     MONUMENTED       CGS
 LW2984  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW2984
 LW2984                          STATION DESCRIPTION
 LW2984
 LW2984'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2984'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT VARNUM.
 LW2984'IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE N ROOM ON
 LW2984'THE SECOND FLOOR IN THE SECOND MOST S ONE OF FOUR FIRE-CONTROL
 LW2984'BUILDINGS.
 LW2984
 LW2984                          STATION RECOVERY (2001)
 LW2984
 LW2984'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2984'THERE IS NO FIRE CONTROL INSTRUMENTATION AT THIS LOCATION AT FORT
 LW2984'VARNUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2812 ***********************************************************************
 LW2812  DESIGNATION -  B 4/6 S 4/6 1943
 LW2812  PID         -  LW2812
 LW2812  STATE/COUNTY-  RI/NEWPORT
 LW2812  USGS QUAD   -  SAKONNET POINT (1970)
 LW2812
 LW2812                         *CURRENT SURVEY CONTROL
 LW2812  ___________________________________________________________________
 LW2812* NAD 83(1996)-  41 28 29.70368(N)    071 14 45.73013(W)     ADJUSTED  
 LW2812* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LW2812  ___________________________________________________________________
 LW2812  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 LW2812  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW2812
 LW2812  HORZ ORDER  -  SECOND
 LW2812
 LW2812.The horizontal coordinates were established by classical geodetic methods
 LW2812.and adjusted by the National Geodetic Survey in August 1998..
 LW2812
 LW2812.The orthometric height was scaled from a topographic map.
 LW2812
 LW2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2812
 LW2812.The geoid height was determined by GEOID03.
 LW2812
 LW2812;                    North         East     Units Scale Factor Converg.
 LW2812;SPC RI       -    43,519.952   121,213.065   MT  0.99999929   +0 10 05.5
 LW2812;SPC RI       -   142,781.71    397,679.86   sFT  0.99999929   +0 10 05.5
 LW2812;UTM  19      - 4,593,914.749   312,461.301   MT  1.00003284   -1 29 16.7
 LW2812
 LW2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2812!SPC RI       -   1.00000301  x   0.99999929  =   1.00000230
 LW2812!UTM  19      -   1.00000301  x   1.00003284  =   1.00003585
 LW2812
 LW2812                          SUPERSEDED SURVEY CONTROL
 LW2812
 LW2812  NAD 83(1996)-  41 28 29.70362(N)    071 14 45.72955(W) AD(       ) 2
 LW2812  NAD 83(1992)-  41 28 29.70187(N)    071 14 45.72954(W) AD(       ) 2
 LW2812  NAD 83(1992)-  41 28 29.70169(N)    071 14 45.72911(W) AD(       ) 2
 LW2812  NAD 83(1986)-  41 28 29.70204(N)    071 14 45.72701(W) AD(       ) 2
 LW2812  NAD 27      -  41 28 29.33100(N)    071 14 47.55400(W) AD(       ) 2
 LW2812
 LW2812.Superseded values are not recommended for survey control.
 LW2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2812.See file dsdata.txt to determine how the superseded data were derived.
 LW2812
 LW2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1246193915(NAD 83)
 LW2812_MARKER: Z = SEE DESCRIPTION
 LW2812_SETTING: 0 = UNSPECIFIED SETTING
 LW2812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2812
 LW2812  HISTORY     - Date     Condition        Report By
 LW2812  HISTORY     - 1943     MONUMENTED       CGS
 LW2812  HISTORY     - 19981203 MARK NOT FOUND   USPSQD
 LW2812
 LW2812                          STATION DESCRIPTION
 LW2812
 LW2812'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2812'THE STATION IS THE CENTER OF THE INSTRUMENT IN THE MOST W ONE OF
 LW2812'THREE BUILDINGS ABOUT 200 YDS. N OF THE S TIP OF SACHUEST POINT.
 LW2812'
 LW2812'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION RANGE.
 LW2812
 LW2812                          STATION RECOVERY (1998)
 LW2812
 LW2812'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0131 ***********************************************************************
 LW0131  DESIGNATION -  B 5
 LW0131  PID         -  LW0131
 LW0131  STATE/COUNTY-  RI/KENT
 LW0131  USGS QUAD   -  EAST GREENWICH (1975)
 LW0131
 LW0131                         *CURRENT SURVEY CONTROL
 LW0131  ___________________________________________________________________
 LW0131* NAD 83(1986)-  41 43 56.     (N)    071 25 41.     (W)     SCALED    
 LW0131* NAVD 88     -        15.467  (meters)      50.74   (feet)  ADJUSTED  
 LW0131  ___________________________________________________________________
 LW0131  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW0131  DYNAMIC HT  -          15.462 (meters)      50.73  (feet)  COMP
 LW0131  MODELED GRAV-     980,299.2   (mgal)                       NAVD 88
 LW0131
 LW0131  VERT ORDER  -  FIRST     CLASS I
 LW0131
 LW0131.This mark is at Theodore Francis Green State Airport (PVD)
 LW0131
 LW0131.The horizontal coordinates were scaled from a topographic map and have
 LW0131.an estimated accuracy of +/- 6 seconds.
 LW0131
 LW0131.The orthometric height was determined by differential leveling
 LW0131.and adjusted by the National Geodetic Survey in June 1991..
 LW0131
 LW0131.Photographs are available for this station.
 LW0131
 LW0131.The geoid height was determined by GEOID03.
 LW0131
 LW0131.The dynamic height is computed by dividing the NAVD 88
 LW0131.geopotential number by the normal gravity value computed on the
 LW0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0131.degrees latitude (g = 980.6199 gals.).
 LW0131
 LW0131.The modeled gravity was interpolated from observed gravity values.
 LW0131
 LW0131;                    North         East    Units  Estimated Accuracy
 LW0131;SPC RI       -    72,070.      105,990.      MT  (+/- 180 meters Scaled)
 LW0131
 LW0131                          SUPERSEDED SURVEY CONTROL
 LW0131
 LW0131  NGVD 29 (??/??/92)   15.722  (m)           51.58   (f) ADJ UNCH    1 1
 LW0131
 LW0131.Superseded values are not recommended for survey control.
 LW0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0131.See file dsdata.txt to determine how the superseded data were derived.
 LW0131
 LW0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG980228(NAD 83)
 LW0131_MARKER: DB = BENCH MARK DISK
 LW0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0131_SP_SET: CATCH BASIN
 LW0131_STAMPING: B 5 1956
 LW0131_MARK LOGO: CGS   
 LW0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0131
 LW0131  HISTORY     - Date     Condition        Report By
 LW0131  HISTORY     - 1956     MONUMENTED       CGS
 LW0131  HISTORY     - 1969     GOOD             NGS
 LW0131  HISTORY     - 1975     GOOD             NGS
 LW0131  HISTORY     - 1986     GOOD             RIGS
 LW0131
 LW0131                          STATION DESCRIPTION
 LW0131
 LW0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0131'AT WARWICK.
 LW0131'AT WARWICK, AT THE THEODORE FRANCIS GREEN AIRPORT, DIRECTLY SOUTH
 LW0131'OF THE OLD CONTROL TOWER WHICH IS ON THE TOP OF A FIRE STATION, SET
 LW0131'ON THE TOP OF THE NORTHEAST CORNER OF A 4-BY-4-FOOT CONCRETE
 LW0131'CATCH BASIN WHICH IS 6 FEET DEEP AND FLUSH WITH THE GROUND,
 LW0131'149 FEET NORTHWEST OF THE NORTHWEST EDGE OF A NORTHEAST-SOUTHWEST
 LW0131'RUNWAY THE MOST WESTERLY ONE OF TWO NORTHEAST-SOUTHWEST RUNWAYS),
 LW0131'234 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 LW0131'BASE FOR THE WIND INDICATOR AND LEVEL WITH THE GROUND.
 LW0131
 LW0131                          STATION RECOVERY (1975)
 LW0131
 LW0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LW0131'RECOVERED IN GOOD CONDITION.
 LW0131
 LW0131                          STATION RECOVERY (1986)
 LW0131
 LW0131'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0131'RECOVERED IN GOOD CONDITION EXCEPT DUE TO RECONSTRUCTION THE DISTANCE
 LW0131'AND DIRECTION TO THE RUNWAY IS NOW 125 FEET NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2834 ***********************************************************************
 LW2834  DESIGNATION -  B 5/1 S 5/1 1943
 LW2834  PID         -  LW2834
 LW2834  STATE/COUNTY-  RI/BRISTOL
 LW2834  USGS QUAD   -  SAKONNET POINT (1970)
 LW2834
 LW2834                         *CURRENT SURVEY CONTROL
 LW2834  ___________________________________________________________________
 LW2834* NAD 83(1996)-  41 27 40.03107(N)    071 10 11.37805(W)     ADJUSTED  
 LW2834* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW2834  ___________________________________________________________________
 LW2834  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW2834  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2834
 LW2834  HORZ ORDER  -  SECOND
 LW2834
 LW2834.The horizontal coordinates were established by classical geodetic methods
 LW2834.and adjusted by the National Geodetic Survey in August 1998..
 LW2834
 LW2834.The orthometric height was scaled from a topographic map.
 LW2834
 LW2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2834
 LW2834.The geoid height was determined by GEOID03.
 LW2834
 LW2834;                    North         East     Units Scale Factor Converg.
 LW2834;SPC RI       -    42,009.009   127,584.490   MT  1.00000311   +0 13 07.0
 LW2834;SPC RI       -   137,824.56    418,583.45   sFT  1.00000311   +0 13 07.0
 LW2834;UTM  19      - 4,592,220.291   318,786.513   MT  1.00000414   -1 26 13.4
 LW2834
 LW2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2834!SPC RI       -   1.00000393  x   1.00000311  =   1.00000704
 LW2834!UTM  19      -   1.00000393  x   1.00000414  =   1.00000807
 LW2834
 LW2834                          SUPERSEDED SURVEY CONTROL
 LW2834
 LW2834  NAD 83(1996)-  41 27 40.03118(N)    071 10 11.37762(W) AD(       ) 2
 LW2834  NAD 83(1992)-  41 27 40.02915(N)    071 10 11.37747(W) AD(       ) 2
 LW2834  NAD 83(1992)-  41 27 40.02910(N)    071 10 11.37713(W) AD(       ) 2
 LW2834  NAD 83(1986)-  41 27 40.02955(N)    071 10 11.37508(W) AD(       ) 2
 LW2834  NAD 27      -  41 27 39.65600(N)    071 10 13.21200(W) AD(       ) 2
 LW2834
 LW2834.Superseded values are not recommended for survey control.
 LW2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2834.See file dsdata.txt to determine how the superseded data were derived.
 LW2834
 LW2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1878792220(NAD 83)
 LW2834_MARKER: Z = SEE DESCRIPTION
 LW2834_SETTING: 0 = UNSPECIFIED SETTING
 LW2834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2834
 LW2834  HISTORY     - Date     Condition        Report By
 LW2834  HISTORY     - 1943     MONUMENTED       CGS
 LW2834
 LW2834                          STATION DESCRIPTION
 LW2834
 LW2834'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2834'THE STATION IS THE PINTLE CENTER OF THE E ONE OF TWO INSTRUMENTS
 LW2834'ON THE GROUND FLOOR OF THE MOST SE BUILDING ON WARREN POINT.
 LW2834'
 LW2834'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION DIMON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3157 ***********************************************************************
 LW3157  DESIGNATION -  B 5/12 S 5/12 1943
 LW3157  PID         -  LW3157
 LW3157  STATE/COUNTY-  RI/WASHINGTON
 LW3157  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3157
 LW3157                         *CURRENT SURVEY CONTROL
 LW3157  ___________________________________________________________________
 LW3157* NAD 83(1996)-  41 12 51.84651(N)    071 34 00.34292(W)     ADJUSTED  
 LW3157* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 LW3157  ___________________________________________________________________
 LW3157  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 LW3157  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW3157
 LW3157  HORZ ORDER  -  SECOND
 LW3157
 LW3157.The horizontal coordinates were established by classical geodetic methods
 LW3157.and adjusted by the National Geodetic Survey in August 1998..
 LW3157
 LW3157.The orthometric height was scaled from a topographic map.
 LW3157
 LW3157.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3157
 LW3157.The geoid height was determined by GEOID03.
 LW3157
 LW3157;                    North         East     Units Scale Factor Converg.
 LW3157;SPC RI       -    14,558.102    94,401.249   MT  0.99999414   -0 02 38.4
 LW3157;SPC RI       -    47,762.71    309,714.76   sFT  0.99999414   -0 02 38.4
 LW3157;UTM  19      - 4,565,734.946   284,822.802   MT  1.00016987   -1 41 30.6
 LW3157
 LW3157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3157!SPC RI       -   0.99999983  x   0.99999414  =   0.99999397
 LW3157!UTM  19      -   0.99999983  x   1.00016987  =   1.00016970
 LW3157
 LW3157                          SUPERSEDED SURVEY CONTROL
 LW3157
 LW3157  NAD 83(1996)-  41 12 51.84473(N)    071 34 00.34168(W) AD(       ) 2
 LW3157  NAD 83(1992)-  41 12 51.84471(N)    071 34 00.34175(W) AD(       ) 2
 LW3157  NAD 83(1992)-  41 12 51.84398(N)    071 34 00.34236(W) AD(       ) 2
 LW3157  NAD 83(1986)-  41 12 51.84759(N)    071 34 00.33767(W) AD(       ) 2
 LW3157  NAD 27      -  41 12 51.47600(N)    071 34 02.13500(W) AD(       ) 2
 LW3157
 LW3157.Superseded values are not recommended for survey control.
 LW3157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3157.See file dsdata.txt to determine how the superseded data were derived.
 LW3157
 LW3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8482365735(NAD 83)
 LW3157_MARKER: Z = SEE DESCRIPTION
 LW3157_SETTING: 0 = UNSPECIFIED SETTING
 LW3157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3157
 LW3157  HISTORY     - Date     Condition        Report By
 LW3157  HISTORY     - 1943     MONUMENTED       CGS
 LW3157
 LW3157                          STATION DESCRIPTION
 LW3157
 LW3157'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3157'THE STATION IS THE PROPOSED PINTLE CENTER OF THE INSTRUMENT IN THE
 LW3157'FIRE CONTROL BUILDING ABOUT 1 MI. S-SE OF BLOCK ISLAND NORTH
 LW3157'LIGHTHOUSE, AND ABOUT 400 YDS. W-NW OF THE SUMMIT OF BUSH HILL
 LW3157'WHICH IS THE HIGHEST IN THE VICINITY.  THE POINT LOCATED IS
 LW3157'3.5 FT. E OF THE INSIDE W WALL, 6 FT. N OF THE INSIDE S WALL,
 LW3157'AND 5 FT. S OF THE INSIDE N WALL OF THE OBSERVATION ROOM OF THE
 LW3157'SAID BUILDING.  THIS STATION WAS LOCATED BY TRAVERSE FROM
 LW3157'STATION CHAGUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3338 ***********************************************************************
 LW3338  DESIGNATION -  B 5/13 S 5/13 1943
 LW3338  PID         -  LW3338
 LW3338  STATE/COUNTY-  RI/WASHINGTON
 LW3338  USGS QUAD   -  WATCH HILL (1984)
 LW3338
 LW3338                         *CURRENT SURVEY CONTROL
 LW3338  ___________________________________________________________________
 LW3338* NAD 83(1996)-  41 18 13.25313(N)    071 51 30.78781(W)     ADJUSTED  
 LW3338* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW3338  ___________________________________________________________________
 LW3338  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 LW3338  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW3338
 LW3338  HORZ ORDER  -  SECOND
 LW3338
 LW3338.The horizontal coordinates were established by classical geodetic methods
 LW3338.and adjusted by the National Geodetic Survey in August 1998..
 LW3338
 LW3338.The orthometric height was scaled from a topographic map.
 LW3338
 LW3338.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3338
 LW3338.The geoid height was determined by GEOID03.
 LW3338
 LW3338;                    North         East     Units Scale Factor Converg.
 LW3338;SPC RI       -    24,533.204    69,972.194   MT  1.00000484   -0 14 12.0
 LW3338;SPC RI       -    80,489.35    229,567.11   sFT  1.00000484   -0 14 12.0
 LW3338;SPC CT       -   205,020.983   379,455.451   MT  0.99999115   +0 35 27.9
 LW3338;SPC CT       -   672,639.68  1,244,930.09   sFT  0.99999115   +0 35 27.9
 LW3338;UTM  19      - 4,576,411.620   260,685.250   MT  1.00030489   -1 53 15.7
 LW3338
 LW3338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3338!SPC RI       -   1.00000439  x   1.00000484  =   1.00000923
 LW3338!SPC CT       -   1.00000439  x   0.99999115  =   0.99999554
 LW3338!UTM  19      -   1.00000439  x   1.00030489  =   1.00030928
 LW3338
 LW3338                          SUPERSEDED SURVEY CONTROL
 LW3338
 LW3338  NAD 83(1992)-  41 18 13.25181(N)    071 51 30.78701(W) AD(       ) 2
 LW3338  NAD 83(1986)-  41 18 13.25089(N)    071 51 30.78969(W) AD(       ) 2
 LW3338  NAD 27      -  41 18 12.89100(N)    071 51 32.54400(W) AD(       ) 2
 LW3338
 LW3338.Superseded values are not recommended for survey control.
 LW3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3338.See file dsdata.txt to determine how the superseded data were derived.
 LW3338
 LW3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6068576412(NAD 83)
 LW3338_MARKER: Z = SEE DESCRIPTION
 LW3338_SETTING: 0 = UNSPECIFIED SETTING
 LW3338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3338
 LW3338  HISTORY     - Date     Condition        Report By
 LW3338  HISTORY     - 1943     MONUMENTED       CGS
 LW3338  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW3338
 LW3338                          STATION DESCRIPTION
 LW3338
 LW3338'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3338'STATION IS LOCATED AT THE TIP OF THE POINT AT WATCH HILL.  IT IS
 LW3338'THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE E ROOM IN
 LW3338'THE FIRE CONTROL BUILDING.  THIS STATION WAS LOCATED BY TRAVERSE
 LW3338'FROM STATION FINIS.
 LW3338
 LW3338                          STATION RECOVERY (1994)
 LW3338
 LW3338'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3153 ***********************************************************************
 LW3153  DESIGNATION -  B 5/3 S 5/3
 LW3153  PID         -  LW3153
 LW3153  STATE/COUNTY-  RI/WASHINGTON
 LW3153  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3153
 LW3153                         *CURRENT SURVEY CONTROL
 LW3153  ___________________________________________________________________
 LW3153* NAD 83(1996)-  41 09 31.48137(N)    071 32 54.42013(W)     ADJUSTED  
 LW3153* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 LW3153  ___________________________________________________________________
 LW3153  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 LW3153  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 LW3153
 LW3153  HORZ ORDER  -  SECOND
 LW3153
 LW3153.The horizontal coordinates were established by classical geodetic methods
 LW3153.and adjusted by the National Geodetic Survey in August 1998..
 LW3153
 LW3153.The orthometric height was scaled from a topographic map.
 LW3153
 LW3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3153
 LW3153.The geoid height was determined by GEOID03.
 LW3153
 LW3153;                    North         East     Units Scale Factor Converg.
 LW3153;SPC RI       -     8,375.997    95,933.469   MT  0.99999395   -0 01 54.8
 LW3153;SPC RI       -    27,480.25    314,741.72   sFT  0.99999395   -0 01 54.8
 LW3153;SPC CT       -   189,240.667   405,647.498   MT  1.00000442   +0 47 48.1
 LW3153;SPC CT       -   620,867.09  1,330,861.83   sFT  1.00000442   +0 47 48.1
 LW3153;UTM  19      - 4,559,510.286   286,176.946   MT  1.00016273   -1 40 40.4
 LW3153
 LW3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3153!SPC RI       -   0.99999843  x   0.99999395  =   0.99999238
 LW3153!SPC CT       -   0.99999843  x   1.00000442  =   1.00000285
 LW3153!UTM  19      -   0.99999843  x   1.00016273  =   1.00016116
 LW3153
 LW3153                          SUPERSEDED SURVEY CONTROL
 LW3153
 LW3153  NAD 83(1996)-  41 09 31.47958(N)    071 32 54.41888(W) AD(       ) 2
 LW3153  NAD 83(1992)-  41 09 31.47944(N)    071 32 54.41887(W) AD(       ) 2
 LW3153  NAD 83(1992)-  41 09 31.47831(N)    071 32 54.41920(W) AD(       ) 2
 LW3153  NAD 83(1986)-  41 09 31.47863(N)    071 32 54.41697(W) AD(       ) 2
 LW3153  NAD 83(1986)-  41 09 31.47590(N)    071 32 54.41546(W) AD(       ) 2
 LW3153  NAD 27      -  41 09 31.10900(N)    071 32 56.21900(W) AD(       ) 2
 LW3153
 LW3153.Superseded values are not recommended for survey control.
 LW3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3153.See file dsdata.txt to determine how the superseded data were derived.
 LW3153
 LW3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8617759510(NAD 83)
 LW3153_MARKER: Z = SEE DESCRIPTION
 LW3153_SETTING: 0 = UNSPECIFIED SETTING
 LW3153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3153
 LW3153  HISTORY     - Date     Condition        Report By
 LW3153  HISTORY     - 1943     MONUMENTED       CGS
 LW3153
 LW3153                          STATION DESCRIPTION
 LW3153
 LW3153'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3153'THE STATION IS THE PINTLE CENTER OF THE INSTRUMENT ON THE
 LW3153'GROUND FLOOR OF THE FIRE CONTROL BUILDING ON TURTLE HILL WHICH IS
 LW3153'ABOUT 1/2 MI. N-NE OF BLOCK ISLAND SOUTHEAST LIGHTHOUSE.  THIS
 LW3153'STATION WAS LOCATED BY TRAVERSE FROM STATION TURTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3337 ***********************************************************************
 LW3337  DESIGNATION -  B 5/3 S 5/3 1943
 LW3337  PID         -  LW3337
 LW3337  STATE/COUNTY-  RI/WASHINGTON
 LW3337  USGS QUAD   -  WATCH HILL (1984)
 LW3337
 LW3337                         *CURRENT SURVEY CONTROL
 LW3337  ___________________________________________________________________
 LW3337* NAD 83(1996)-  41 18 13.20321(N)    071 51 31.05545(W)     ADJUSTED  
 LW3337* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW3337  ___________________________________________________________________
 LW3337  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 LW3337  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW3337
 LW3337  HORZ ORDER  -  SECOND
 LW3337
 LW3337.The horizontal coordinates were established by classical geodetic methods
 LW3337.and adjusted by the National Geodetic Survey in August 1998..
 LW3337
 LW3337.The orthometric height was scaled from a topographic map.
 LW3337
 LW3337.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3337
 LW3337.The geoid height was determined by GEOID03.
 LW3337
 LW3337;                    North         East     Units Scale Factor Converg.
 LW3337;SPC RI       -    24,531.690    69,965.962   MT  1.00000485   -0 14 12.2
 LW3337;SPC RI       -    80,484.39    229,546.66   sFT  1.00000485   -0 14 12.2
 LW3337;UTM  19      - 4,576,410.286   260,678.975   MT  1.00030493   -1 53 15.8
 LW3337
 LW3337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3337!SPC RI       -   1.00000439  x   1.00000485  =   1.00000924
 LW3337!UTM  19      -   1.00000439  x   1.00030493  =   1.00030932
 LW3337
 LW3337                          SUPERSEDED SURVEY CONTROL
 LW3337
 LW3337  NAD 83(1992)-  41 18 13.20188(N)    071 51 31.05466(W) AD(       ) 2
 LW3337  NAD 83(1986)-  41 18 13.20097(N)    071 51 31.05734(W) AD(       ) 2
 LW3337  NAD 27      -  41 18 12.84100(N)    071 51 32.81100(W) AD(       ) 2
 LW3337
 LW3337.Superseded values are not recommended for survey control.
 LW3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3337.See file dsdata.txt to determine how the superseded data were derived.
 LW3337
 LW3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6067976410(NAD 83)
 LW3337_MARKER: Z = SEE DESCRIPTION
 LW3337_SETTING: 0 = UNSPECIFIED SETTING
 LW3337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3337
 LW3337  HISTORY     - Date     Condition        Report By
 LW3337  HISTORY     - 1943     MONUMENTED       CGS
 LW3337  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW3337
 LW3337                          STATION DESCRIPTION
 LW3337
 LW3337'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3337'STATION IS LOCATED AT THE TIP OF THE POINT AT WATCH HILL.  IT IS
 LW3337'THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE W ROOM IN THE
 LW3337'FIRE CONTROL BUILDING.  THIS STATION WAS LOCATED BY TRAVERSE
 LW3337'FROM STATION FINIS.
 LW3337
 LW3337                          STATION RECOVERY (1994)
 LW3337
 LW3337'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2833 ***********************************************************************
 LW2833  DESIGNATION -  B 5/6 S 5/6 1943
 LW2833  PID         -  LW2833
 LW2833  STATE/COUNTY-  RI/BRISTOL
 LW2833  USGS QUAD   -  SAKONNET POINT (1970)
 LW2833
 LW2833                         *CURRENT SURVEY CONTROL
 LW2833  ___________________________________________________________________
 LW2833* NAD 83(1996)-  41 27 40.01596(N)    071 10 11.53527(W)     ADJUSTED  
 LW2833* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW2833  ___________________________________________________________________
 LW2833  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW2833  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2833
 LW2833  HORZ ORDER  -  SECOND
 LW2833
 LW2833.The horizontal coordinates were established by classical geodetic methods
 LW2833.and adjusted by the National Geodetic Survey in August 1998..
 LW2833
 LW2833.The orthometric height was scaled from a topographic map.
 LW2833
 LW2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2833
 LW2833.The geoid height was determined by GEOID03.
 LW2833
 LW2833;                    North         East     Units Scale Factor Converg.
 LW2833;SPC RI       -    42,008.529   127,580.843   MT  1.00000311   +0 13 06.9
 LW2833;SPC RI       -   137,822.98    418,571.48   sFT  1.00000311   +0 13 06.9
 LW2833;UTM  19      - 4,592,219.916   318,782.854   MT  1.00000415   -1 26 13.5
 LW2833
 LW2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2833!SPC RI       -   1.00000393  x   1.00000311  =   1.00000704
 LW2833!UTM  19      -   1.00000393  x   1.00000415  =   1.00000808
 LW2833
 LW2833                          SUPERSEDED SURVEY CONTROL
 LW2833
 LW2833  NAD 83(1996)-  41 27 40.01606(N)    071 10 11.53484(W) AD(       ) 2
 LW2833  NAD 83(1992)-  41 27 40.01403(N)    071 10 11.53469(W) AD(       ) 2
 LW2833  NAD 83(1992)-  41 27 40.01398(N)    071 10 11.53435(W) AD(       ) 2
 LW2833  NAD 83(1986)-  41 27 40.01444(N)    071 10 11.53230(W) AD(       ) 2
 LW2833  NAD 27      -  41 27 39.64100(N)    071 10 13.36900(W) AD(       ) 2
 LW2833
 LW2833.Superseded values are not recommended for survey control.
 LW2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2833.See file dsdata.txt to determine how the superseded data were derived.
 LW2833
 LW2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1878392220(NAD 83)
 LW2833_MARKER: Z = SEE DESCRIPTION
 LW2833_SETTING: 0 = UNSPECIFIED SETTING
 LW2833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2833
 LW2833  HISTORY     - Date     Condition        Report By
 LW2833  HISTORY     - 1943     MONUMENTED       CGS
 LW2833
 LW2833                          STATION DESCRIPTION
 LW2833
 LW2833'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2833'THE STATION IS THE PINTLE CENTER OF THE E ONE OF TWO INSTRUMENTS
 LW2833'ON THE TOP OR SECOND FLOOR OF THE MOST SE BUILDING ON WARREN POINT.
 LW2833'
 LW2833'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION DIMON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3285 ***********************************************************************
 LW3285  DESIGNATION -  B 6/13 S 6/13 1943
 LW3285  PID         -  LW3285
 LW3285  STATE/COUNTY-  RI/WASHINGTON
 LW3285  USGS QUAD   -  WATCH HILL (1984)
 LW3285
 LW3285                         *CURRENT SURVEY CONTROL
 LW3285  ___________________________________________________________________
 LW3285* NAD 83(1996)-  41 19 56.40826(N)    071 45 22.37453(W)     ADJUSTED  
 LW3285* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 LW3285  ___________________________________________________________________
 LW3285  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LW3285  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW3285
 LW3285  HORZ ORDER  -  SECOND
 LW3285
 LW3285.The horizontal coordinates were established by classical geodetic methods
 LW3285.and adjusted by the National Geodetic Survey in August 1998..
 LW3285
 LW3285.The orthometric height was scaled from a topographic map.
 LW3285
 LW3285.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3285
 LW3285.The geoid height was determined by GEOID03.
 LW3285
 LW3285;                    North         East     Units Scale Factor Converg.
 LW3285;SPC RI       -    27,685.177    78,552.057   MT  0.99999941   -0 10 09.2
 LW3285;SPC RI       -    90,830.45    257,716.21   sFT  0.99999941   -0 10 09.2
 LW3285;SPC CT       -   208,296.567   387,988.771   MT  0.99998928   +0 39 32.2
 LW3285;SPC CT       -   683,386.32  1,272,926.49   sFT  0.99998928   +0 39 32.2
 LW3285;UTM  19      - 4,579,315.826   269,354.793   MT  1.00025474   -1 49 15.9
 LW3285
 LW3285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3285!SPC RI       -   1.00000171  x   0.99999941  =   1.00000112
 LW3285!SPC CT       -   1.00000171  x   0.99998928  =   0.99999099
 LW3285!UTM  19      -   1.00000171  x   1.00025474  =   1.00025645
 LW3285
 LW3285                          SUPERSEDED SURVEY CONTROL
 LW3285
 LW3285  NAD 83(1992)-  41 19 56.40694(N)    071 45 22.37373(W) AD(       ) 2
 LW3285  NAD 83(1986)-  41 19 56.40551(N)    071 45 22.37538(W) AD(       ) 2
 LW3285  NAD 27      -  41 19 56.04600(N)    071 45 24.13900(W) AD(       ) 2
 LW3285
 LW3285.Superseded values are not recommended for survey control.
 LW3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3285.See file dsdata.txt to determine how the superseded data were derived.
 LW3285
 LW3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6935579316(NAD 83)
 LW3285_MARKER: Z = SEE DESCRIPTION
 LW3285_SETTING: 0 = UNSPECIFIED SETTING
 LW3285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3285
 LW3285  HISTORY     - Date     Condition        Report By
 LW3285  HISTORY     - 1943     MONUMENTED       CGS
 LW3285  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW3285
 LW3285                          STATION DESCRIPTION
 LW3285
 LW3285'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3285'STATION IS LOCATED ON THE HIGHEST PART OF NOYES NECK.  IT IS
 LW3285'THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE W ONE OF TWO
 LW3285'CONCRETE FIRE CONTROL TOWERS.  THIS STATION WAS LOCATED BY
 LW3285'TRAVERSE FROM STATION CHAPMAN (U.S.E.).
 LW3285
 LW3285                          STATION RECOVERY (1994)
 LW3285
 LW3285'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2985 ***********************************************************************
 LW2985  DESIGNATION -  B 6/2 S 6/2
 LW2985  PID         -  LW2985
 LW2985  STATE/COUNTY-  RI/WASHINGTON
 LW2985  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2985
 LW2985                         *CURRENT SURVEY CONTROL
 LW2985  ___________________________________________________________________
 LW2985* NAD 83(1996)-  41 26 49.07044(N)    071 26 00.40855(W)     ADJUSTED  
 LW2985* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW2985  ___________________________________________________________________
 LW2985  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LW2985  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW2985
 LW2985  HORZ ORDER  -  THIRD
 LW2985
 LW2985.The horizontal coordinates were established by classical geodetic methods
 LW2985.and adjusted by the National Geodetic Survey in August 1998..
 LW2985
 LW2985.The orthometric height was scaled from a topographic map.
 LW2985
 LW2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2985
 LW2985.The geoid height was determined by GEOID03.
 LW2985
 LW2985;                    North         East     Units Scale Factor Converg.
 LW2985;SPC RI       -    40,386.359   105,561.432   MT  0.99999413   +0 02 38.6
 LW2985;SPC RI       -   132,500.91    346,329.46   sFT  0.99999413   +0 02 38.6
 LW2985;UTM  19      - 4,591,234.511   296,724.496   MT  1.00010854   -1 36 40.7
 LW2985
 LW2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2985!SPC RI       -   1.00000415  x   0.99999413  =   0.99999828
 LW2985!UTM  19      -   1.00000415  x   1.00010854  =   1.00011269
 LW2985
 LW2985                          SUPERSEDED SURVEY CONTROL
 LW2985
 LW2985  NAD 83(1996)-  41 26 49.06977(N)    071 26 00.40757(W) AD(       ) 3
 LW2985  NAD 83(1992)-  41 26 49.06896(N)    071 26 00.40788(W) AD(       ) 3
 LW2985  NAD 83(1992)-  41 26 49.06815(N)    071 26 00.40756(W) AD(       ) 3
 LW2985  NAD 83(1986)-  41 26 49.06829(N)    071 26 00.40616(W) AD(       ) 3
 LW2985  NAD 27      -  41 26 48.70200(N)    071 26 02.19700(W) AD(       ) 3
 LW2985
 LW2985.Superseded values are not recommended for survey control.
 LW2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2985.See file dsdata.txt to determine how the superseded data were derived.
 LW2985
 LW2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9672491235(NAD 83)
 LW2985_MARKER: Z = SEE DESCRIPTION
 LW2985_SETTING: 0 = UNSPECIFIED SETTING
 LW2985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2985
 LW2985  HISTORY     - Date     Condition        Report By
 LW2985  HISTORY     - 1943     MONUMENTED       CGS
 LW2985  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2985
 LW2985                          STATION DESCRIPTION
 LW2985
 LW2985'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2985'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT VARNUM.
 LW2985'IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE S ROOM OF
 LW2985'THE SECOND FLOOR IN THE SECOND MOST S ONE OF FOUR FIRE-CONTROL
 LW2985'BUILDINGS.
 LW2985
 LW2985                          STATION RECOVERY (1994)
 LW2985
 LW2985'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3138 ***********************************************************************
 LW3138  DESIGNATION -  B 6/3 S 6/3
 LW3138  PID         -  LW3138
 LW3138  STATE/COUNTY-  RI/WASHINGTON
 LW3138  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3138
 LW3138                         *CURRENT SURVEY CONTROL
 LW3138  ___________________________________________________________________
 LW3138* NAD 83(1996)-  41 12 46.35442(N)    071 33 39.16273(W)     ADJUSTED  
 LW3138* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 LW3138  ___________________________________________________________________
 LW3138  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 LW3138  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW3138
 LW3138  HORZ ORDER  -  SECOND
 LW3138
 LW3138.The horizontal coordinates were established by classical geodetic methods
 LW3138.and adjusted by the National Geodetic Survey in August 1998..
 LW3138
 LW3138.The orthometric height was scaled from a topographic map.
 LW3138
 LW3138.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3138
 LW3138.The geoid height was determined by GEOID03.
 LW3138
 LW3138;                    North         East     Units Scale Factor Converg.
 LW3138;SPC RI       -    14,388.313    94,894.520   MT  0.99999407   -0 02 24.4
 LW3138;SPC RI       -    47,205.66    311,333.10   sFT  0.99999407   -0 02 24.4
 LW3138;UTM  19      - 4,565,551.010   285,311.071   MT  1.00016729   -1 41 16.4
 LW3138
 LW3138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3138!SPC RI       -   0.99999811  x   0.99999407  =   0.99999218
 LW3138!UTM  19      -   0.99999811  x   1.00016729  =   1.00016540
 LW3138
 LW3138                          SUPERSEDED SURVEY CONTROL
 LW3138
 LW3138  NAD 83(1996)-  41 12 46.35264(N)    071 33 39.16149(W) AD(       ) 2
 LW3138  NAD 83(1992)-  41 12 46.35262(N)    071 33 39.16155(W) AD(       ) 2
 LW3138  NAD 83(1992)-  41 12 46.35189(N)    071 33 39.16216(W) AD(       ) 2
 LW3138  NAD 83(1986)-  41 12 46.35544(N)    071 33 39.15771(W) AD(       ) 2
 LW3138  NAD 27      -  41 12 45.98400(N)    071 33 40.95800(W) AD(       ) 2
 LW3138
 LW3138.Superseded values are not recommended for survey control.
 LW3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3138.See file dsdata.txt to determine how the superseded data were derived.
 LW3138
 LW3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8531165551(NAD 83)
 LW3138_MARKER: Z = SEE DESCRIPTION
 LW3138_SETTING: 0 = UNSPECIFIED SETTING
 LW3138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3138
 LW3138  HISTORY     - Date     Condition        Report By
 LW3138  HISTORY     - 1943     MONUMENTED       CGS
 LW3138
 LW3138                          STATION DESCRIPTION
 LW3138
 LW3138'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3138'THE STATION IS ABOUT 1-1/4 MI. SE OF BLOCK ISLAND NORTH
 LW3138'LIGHTHOUSE, AND ABOUT 100 YDS. E OF THE SUMMIT OF THE HIGHEST
 LW3138'HILL IN THE VICINITY.  IT IS THE PROPOSED PINTLE CENTER OF THE
 LW3138'LOWER ONE OF TWO INSTRUMENTS IN THE N ONE OF TWO FIRE CONTROL
 LW3138'BUILDINGS.  NEITHER THE INSTRUMENT NOR ITS PEDESTAL WERE IN
 LW3138'PLACE.  THE POINT LOCATED IS 3.5 FT. FROM THE INSIDE N WALL, AND
 LW3138'THE SAME DISTANCE FROM THE INSIDE E WALL OF THE BUILDING.  THIS
 LW3138'STATION WAS LOCATED BY TRAVERSE FROM STATION CLAYHEAD, R.M.
 LW3138'NO. 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3146 ***********************************************************************
 LW3146  DESIGNATION -  B 6/3 S 6/3 1943
 LW3146  PID         -  LW3146
 LW3146  STATE/COUNTY-  RI/WASHINGTON
 LW3146  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3146
 LW3146                         *CURRENT SURVEY CONTROL
 LW3146  ___________________________________________________________________
 LW3146* NAD 83(1996)-  41 08 51.83965(N)    071 36 01.26411(W)     ADJUSTED  
 LW3146* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 LW3146  ___________________________________________________________________
 LW3146  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 LW3146  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LW3146
 LW3146  HORZ ORDER  -  SECOND
 LW3146
 LW3146.The horizontal coordinates were established by classical geodetic methods
 LW3146.and adjusted by the National Geodetic Survey in August 1998..
 LW3146
 LW3146.The orthometric height was scaled from a topographic map.
 LW3146
 LW3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3146
 LW3146.The geoid height was determined by GEOID03.
 LW3146
 LW3146;                    North         East     Units Scale Factor Converg.
 LW3146;SPC RI       -     7,156.814    91,575.870   MT  0.99999462   -0 03 57.7
 LW3146;SPC RI       -    23,480.31    300,445.17   sFT  0.99999462   -0 03 57.7
 LW3146;UTM  19      - 4,558,416.566   281,785.338   MT  1.00018608   -1 42 42.2
 LW3146
 LW3146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3146!SPC RI       -   1.00000064  x   0.99999462  =   0.99999526
 LW3146!UTM  19      -   1.00000064  x   1.00018608  =   1.00018672
 LW3146
 LW3146                          SUPERSEDED SURVEY CONTROL
 LW3146
 LW3146  NAD 83(1996)-  41 08 51.83780(N)    071 36 01.26272(W) AD(       ) 2
 LW3146  NAD 83(1992)-  41 08 51.83763(N)    071 36 01.26290(W) AD(       ) 2
 LW3146  NAD 83(1992)-  41 08 51.83636(N)    071 36 01.26390(W) AD(       ) 2
 LW3146  NAD 83(1986)-  41 08 51.83376(N)    071 36 01.26510(W) AD(       ) 2
 LW3146  NAD 27      -  41 08 51.46800(N)    071 36 03.05200(W) AD(       ) 2
 LW3146
 LW3146.Superseded values are not recommended for survey control.
 LW3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3146.See file dsdata.txt to determine how the superseded data were derived.
 LW3146
 LW3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8178558417(NAD 83)
 LW3146_MARKER: Z = SEE DESCRIPTION
 LW3146_SETTING: 0 = UNSPECIFIED SETTING
 LW3146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3146
 LW3146  HISTORY     - Date     Condition        Report By
 LW3146  HISTORY     - 1943     MONUMENTED       CGS
 LW3146
 LW3146                          STATION DESCRIPTION
 LW3146
 LW3146'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3146'STATION IS LOCATED ON THE S SIDE OF BLOCK ISLAND, AT SOUTWEST
 LW3146'POINT.  IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED ON THE
 LW3146'FIRST FLOOR IN THE FIRE CONTROL BUILDING.  THIS STATION WAS
 LW3146'LOCATED BY TRAVERSE FROM STATION ROAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2810 ***********************************************************************
 LW2810  DESIGNATION -  B 7/2 S 7/2 1943
 LW2810  PID         -  LW2810
 LW2810  STATE/COUNTY-  RI/NEWPORT
 LW2810  USGS QUAD   -  SAKONNET POINT (1970)
 LW2810
 LW2810                         *CURRENT SURVEY CONTROL
 LW2810  ___________________________________________________________________
 LW2810* NAD 83(1996)-  41 28 29.96088(N)    071 14 43.71480(W)     ADJUSTED  
 LW2810* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LW2810  ___________________________________________________________________
 LW2810  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 LW2810  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW2810
 LW2810  HORZ ORDER  -  SECOND
 LW2810
 LW2810.The horizontal coordinates were established by classical geodetic methods
 LW2810.and adjusted by the National Geodetic Survey in August 1998..
 LW2810
 LW2810.The orthometric height was scaled from a topographic map.
 LW2810
 LW2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2810
 LW2810.The geoid height was determined by GEOID03.
 LW2810
 LW2810;                    North         East     Units Scale Factor Converg.
 LW2810;SPC RI       -    43,528.025   121,259.801   MT  0.99999931   +0 10 06.9
 LW2810;SPC RI       -   142,808.20    397,833.20   sFT  0.99999931   +0 10 06.9
 LW2810;UTM  19      - 4,593,921.467   312,508.253   MT  1.00003263   -1 29 15.3
 LW2810
 LW2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2810!SPC RI       -   1.00000301  x   0.99999931  =   1.00000232
 LW2810!UTM  19      -   1.00000301  x   1.00003263  =   1.00003564
 LW2810
 LW2810                          SUPERSEDED SURVEY CONTROL
 LW2810
 LW2810  NAD 83(1996)-  41 28 29.96082(N)    071 14 43.71423(W) AD(       ) 2
 LW2810  NAD 83(1992)-  41 28 29.95907(N)    071 14 43.71422(W) AD(       ) 2
 LW2810  NAD 83(1992)-  41 28 29.95889(N)    071 14 43.71378(W) AD(       ) 2
 LW2810  NAD 83(1986)-  41 28 29.95924(N)    071 14 43.71169(W) AD(       ) 2
 LW2810  NAD 27      -  41 28 29.58800(N)    071 14 45.53900(W) AD(       ) 2
 LW2810
 LW2810.Superseded values are not recommended for survey control.
 LW2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2810.See file dsdata.txt to determine how the superseded data were derived.
 LW2810
 LW2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1250893921(NAD 83)
 LW2810_MARKER: Z = SEE DESCRIPTION
 LW2810_SETTING: 0 = UNSPECIFIED SETTING
 LW2810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2810
 LW2810  HISTORY     - Date     Condition        Report By
 LW2810  HISTORY     - 1943     MONUMENTED       CGS
 LW2810  HISTORY     - 19981203 MARK NOT FOUND   USPSQD
 LW2810
 LW2810                          STATION DESCRIPTION
 LW2810
 LW2810'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2810'THE STATION IS THE CENTER OF THE INSTRUMENT IN THE CENTRAL ONE OF
 LW2810'THREE BUILDINGS ABOUT 200 YDS. N OF THE S TIP OF SACHUEST POINT.
 LW2810'
 LW2810'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION RANGE.
 LW2810
 LW2810                          STATION RECOVERY (1998)
 LW2810
 LW2810'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3144 ***********************************************************************
 LW3144  DESIGNATION -  B 8/1 S 8/1 1943
 LW3144  PID         -  LW3144
 LW3144  STATE/COUNTY-  RI/WASHINGTON
 LW3144  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3144
 LW3144                         *CURRENT SURVEY CONTROL
 LW3144  ___________________________________________________________________
 LW3144* NAD 83(1996)-  41 08 51.81872(N)    071 36 01.25468(W)     ADJUSTED  
 LW3144* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 LW3144  ___________________________________________________________________
 LW3144  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 LW3144  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LW3144
 LW3144  HORZ ORDER  -  SECOND
 LW3144
 LW3144.The horizontal coordinates were established by classical geodetic methods
 LW3144.and adjusted by the National Geodetic Survey in August 1998..
 LW3144
 LW3144.The orthometric height was scaled from a topographic map.
 LW3144
 LW3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3144
 LW3144.The geoid height was determined by GEOID03.
 LW3144
 LW3144;                    North         East     Units Scale Factor Converg.
 LW3144;SPC RI       -     7,156.168    91,576.089   MT  0.99999462   -0 03 57.7
 LW3144;SPC RI       -    23,478.19    300,445.89   sFT  0.99999462   -0 03 57.7
 LW3144;UTM  19      - 4,558,415.914   281,785.538   MT  1.00018608   -1 42 42.2
 LW3144
 LW3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3144!SPC RI       -   1.00000064  x   0.99999462  =   0.99999526
 LW3144!UTM  19      -   1.00000064  x   1.00018608  =   1.00018672
 LW3144
 LW3144                          SUPERSEDED SURVEY CONTROL
 LW3144
 LW3144  NAD 83(1996)-  41 08 51.81687(N)    071 36 01.25329(W) AD(       ) 2
 LW3144  NAD 83(1992)-  41 08 51.81670(N)    071 36 01.25347(W) AD(       ) 2
 LW3144  NAD 83(1992)-  41 08 51.81544(N)    071 36 01.25447(W) AD(       ) 2
 LW3144  NAD 83(1986)-  41 08 51.81283(N)    071 36 01.25567(W) AD(       ) 2
 LW3144  NAD 27      -  41 08 51.44700(N)    071 36 03.04200(W) AD(       ) 2
 LW3144
 LW3144.Superseded values are not recommended for survey control.
 LW3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3144.See file dsdata.txt to determine how the superseded data were derived.
 LW3144
 LW3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8178658416(NAD 83)
 LW3144_MARKER: Z = SEE DESCRIPTION
 LW3144_SETTING: 0 = UNSPECIFIED SETTING
 LW3144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3144
 LW3144  HISTORY     - Date     Condition        Report By
 LW3144  HISTORY     - 1943     MONUMENTED       CGS
 LW3144
 LW3144                          STATION DESCRIPTION
 LW3144
 LW3144'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3144'STATION IS LOCATED ON THE S SIDE OF BLOCK ISLAND, AT SOUTHWEST
 LW3144'POINT.  IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED ON THE
 LW3144'SECOND FLOOR IN THE FIRE CONTROL BUILDING.  THIS STATION WAS
 LW3144'LOCATED BY TRAVERSE FROM STATION ROAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2832 ***********************************************************************
 LW2832  DESIGNATION -  B 8/2 S 8/2 1943
 LW2832  PID         -  LW2832
 LW2832  STATE/COUNTY-  RI/BRISTOL
 LW2832  USGS QUAD   -  SAKONNET POINT (1970)
 LW2832
 LW2832                         *CURRENT SURVEY CONTROL
 LW2832  ___________________________________________________________________
 LW2832* NAD 83(1996)-  41 27 39.99643(N)    071 10 11.68734(W)     ADJUSTED  
 LW2832* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW2832  ___________________________________________________________________
 LW2832  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW2832  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2832
 LW2832  HORZ ORDER  -  SECOND
 LW2832
 LW2832.The horizontal coordinates were established by classical geodetic methods
 LW2832.and adjusted by the National Geodetic Survey in August 1998..
 LW2832
 LW2832.The orthometric height was scaled from a topographic map.
 LW2832
 LW2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2832
 LW2832.The geoid height was determined by GEOID03.
 LW2832
 LW2832;                    North         East     Units Scale Factor Converg.
 LW2832;SPC RI       -    42,007.913   127,577.316   MT  1.00000311   +0 13 06.8
 LW2832;SPC RI       -   137,820.96    418,559.91   sFT  1.00000311   +0 13 06.8
 LW2832;UTM  19      - 4,592,219.402   318,779.310   MT  1.00000417   -1 26 13.6
 LW2832
 LW2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2832!SPC RI       -   1.00000393  x   1.00000311  =   1.00000704
 LW2832!UTM  19      -   1.00000393  x   1.00000417  =   1.00000810
 LW2832
 LW2832                          SUPERSEDED SURVEY CONTROL
 LW2832
 LW2832  NAD 83(1996)-  41 27 39.99653(N)    071 10 11.68690(W) AD(       ) 2
 LW2832  NAD 83(1992)-  41 27 39.99450(N)    071 10 11.68675(W) AD(       ) 2
 LW2832  NAD 83(1992)-  41 27 39.99445(N)    071 10 11.68642(W) AD(       ) 2
 LW2832  NAD 83(1986)-  41 27 39.99491(N)    071 10 11.68436(W) AD(       ) 2
 LW2832  NAD 27      -  41 27 39.62200(N)    071 10 13.52100(W) AD(       ) 2
 LW2832
 LW2832.Superseded values are not recommended for survey control.
 LW2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2832.See file dsdata.txt to determine how the superseded data were derived.
 LW2832
 LW2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1877992219(NAD 83)
 LW2832_MARKER: Z = SEE DESCRIPTION
 LW2832_SETTING: 0 = UNSPECIFIED SETTING
 LW2832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2832
 LW2832  HISTORY     - Date     Condition        Report By
 LW2832  HISTORY     - 1943     MONUMENTED       CGS
 LW2832
 LW2832                          STATION DESCRIPTION
 LW2832
 LW2832'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2832'THE STATION IS THE PINTLE CENTER OF THE W ONE OF TWO INSTRUMENTS
 LW2832'ON THE TOP OR SECOND FLOOR OF THE MOST SE BUILDING ON WARREN POINT.
 LW2832'
 LW2832'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION DIMON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0108 ***********************************************************************
 LW0108  DESIGNATION -  B 9
 LW0108  PID         -  LW0108
 LW0108  STATE/COUNTY-  RI/WASHINGTON
 LW0108  USGS QUAD   -  EAST GREENWICH (1975)
 LW0108
 LW0108                         *CURRENT SURVEY CONTROL
 LW0108  ___________________________________________________________________
 LW0108* NAD 83(1986)-  41 38 23.     (N)    071 26 14.     (W)     SCALED    
 LW0108* NAVD 88     -        27.406  (meters)      89.91   (feet)  ADJUSTED  
 LW0108  ___________________________________________________________________
 LW0108  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW0108  DYNAMIC HT  -          27.397 (meters)      89.89  (feet)  COMP
 LW0108  MODELED GRAV-     980,290.7   (mgal)                       NAVD 88
 LW0108
 LW0108  VERT ORDER  -  FIRST     CLASS I
 LW0108
 LW0108.The horizontal coordinates were scaled from a topographic map and have
 LW0108.an estimated accuracy of +/- 6 seconds.
 LW0108
 LW0108.The orthometric height was determined by differential leveling
 LW0108.and adjusted by the National Geodetic Survey in June 1991..
 LW0108
 LW0108.The geoid height was determined by GEOID03.
 LW0108
 LW0108.The dynamic height is computed by dividing the NAVD 88
 LW0108.geopotential number by the normal gravity value computed on the
 LW0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0108.degrees latitude (g = 980.6199 gals.).
 LW0108
 LW0108.The modeled gravity was interpolated from observed gravity values.
 LW0108
 LW0108;                    North         East    Units  Estimated Accuracy
 LW0108;SPC RI       -    61,800.      105,230.      MT  (+/- 180 meters Scaled)
 LW0108
 LW0108                          SUPERSEDED SURVEY CONTROL
 LW0108
 LW0108  NGVD 29 (??/??/92)   27.667  (m)           90.77   (f) ADJ UNCH    1 1
 LW0108
 LW0108.Superseded values are not recommended for survey control.
 LW0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0108.See file dsdata.txt to determine how the superseded data were derived.
 LW0108
 LW0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG970126(NAD 83)
 LW0108_MARKER: DB = BENCH MARK DISK
 LW0108_SETTING: 66 = SET IN ROCK OUTCROP
 LW0108_SP_SET: BEDROCK
 LW0108_STAMPING: B 9 1958
 LW0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0108+STABILITY: POSITION/ELEVATION WELL
 LW0108
 LW0108  HISTORY     - Date     Condition        Report By
 LW0108  HISTORY     - 1958     MONUMENTED       CGS
 LW0108  HISTORY     - 1965     GOOD             NGS
 LW0108  HISTORY     - 1988     GOOD             USPSQD
 LW0108
 LW0108                          STATION DESCRIPTION
 LW0108
 LW0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0108'2.4 MI SE FROM EAST GREENWICH.
 LW0108'1.1 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LW0108'EAST GREENWICH, THENCE 1.3 MILES SOUTHEAST ALONG FORGE ROAD, IN
 LW0108'THE YARD OF A LARGE ONE-STORY GREEN HOUSE, SET ON THE TOP OF THE
 LW0108'SOUTH EDGE OF A LARGE SLOPING BEDROCK, 72 FEET NORTHEAST OF THE
 LW0108'CENTER LINE OF FORGE ROAD, 80 FEET SOUTHWEST OF THE WEST CORNER
 LW0108'OF THE LARGE HOUSE, 76 FEET NORTHWEST OF THE CENTER LINE OF
 LW0108'DRIVEWAY TO HOUSE AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 LW0108
 LW0108                          STATION RECOVERY (1988)
 LW0108
 LW0108'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3152 ***********************************************************************
 LW3152  DESIGNATION -  B 9/1 S 9/1
 LW3152  PID         -  LW3152
 LW3152  STATE/COUNTY-  RI/WASHINGTON
 LW3152  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3152
 LW3152                         *CURRENT SURVEY CONTROL
 LW3152  ___________________________________________________________________
 LW3152* NAD 83(1996)-  41 09 31.38716(N)    071 32 54.56419(W)     ADJUSTED  
 LW3152* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 LW3152  ___________________________________________________________________
 LW3152  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 LW3152  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 LW3152
 LW3152  HORZ ORDER  -  SECOND
 LW3152
 LW3152.The horizontal coordinates were established by classical geodetic methods
 LW3152.and adjusted by the National Geodetic Survey in August 1998..
 LW3152
 LW3152.The orthometric height was scaled from a topographic map.
 LW3152
 LW3152.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3152
 LW3152.The geoid height was determined by GEOID03.
 LW3152
 LW3152;                    North         East     Units Scale Factor Converg.
 LW3152;SPC RI       -     8,373.092    95,930.108   MT  0.99999395   -0 01 54.9
 LW3152;SPC RI       -    27,470.72    314,730.70   sFT  0.99999395   -0 01 54.9
 LW3152;UTM  19      - 4,559,507.478   286,173.503   MT  1.00016275   -1 40 40.5
 LW3152
 LW3152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3152!SPC RI       -   0.99999843  x   0.99999395  =   0.99999238
 LW3152!UTM  19      -   0.99999843  x   1.00016275  =   1.00016118
 LW3152
 LW3152                          SUPERSEDED SURVEY CONTROL
 LW3152
 LW3152  NAD 83(1996)-  41 09 31.38537(N)    071 32 54.56295(W) AD(       ) 2
 LW3152  NAD 83(1992)-  41 09 31.38523(N)    071 32 54.56293(W) AD(       ) 2
 LW3152  NAD 83(1992)-  41 09 31.38410(N)    071 32 54.56326(W) AD(       ) 2
 LW3152  NAD 83(1986)-  41 09 31.38441(N)    071 32 54.56104(W) AD(       ) 2
 LW3152  NAD 83(1986)-  41 09 31.38169(N)    071 32 54.55953(W) AD(       ) 2
 LW3152  NAD 27      -  41 09 31.01500(N)    071 32 56.36300(W) AD(       ) 2
 LW3152
 LW3152.Superseded values are not recommended for survey control.
 LW3152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3152.See file dsdata.txt to determine how the superseded data were derived.
 LW3152
 LW3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8617459507(NAD 83)
 LW3152_MARKER: Z = SEE DESCRIPTION
 LW3152_SETTING: 0 = UNSPECIFIED SETTING
 LW3152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3152
 LW3152  HISTORY     - Date     Condition        Report By
 LW3152  HISTORY     - 1943     MONUMENTED       CGS
 LW3152
 LW3152                          STATION DESCRIPTION
 LW3152
 LW3152'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3152'THE STATION IS THE PINTLE CENTER OF THE INSTRUMENT ON THE MIDDLE
 LW3152'FLOOR OF THE FIRE CONTROL BUILDING ON TURTLE HILL WHICH IS ABOUT
 LW3152'1/2 MI. N-NE OF BLOCK ISLAND SOUTHEAST LIGHTHOUSE.  THIS STATION
 LW3152'WAS LOCATED BY TRAVERSE FROM STATION TURTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3099 ***********************************************************************
 LW3099  DESIGNATION -  B 9/2 S 9/2 1943
 LW3099  PID         -  LW3099
 LW3099  STATE/COUNTY-  RI/WASHINGTON
 LW3099  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3099
 LW3099                         *CURRENT SURVEY CONTROL
 LW3099  ___________________________________________________________________
 LW3099* NAD 83(1996)-  41 10 32.50168(N)    071 35 29.42814(W)     ADJUSTED  
 LW3099* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 LW3099  ___________________________________________________________________
 LW3099  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 LW3099  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 LW3099
 LW3099  HORZ ORDER  -  SECOND
 LW3099
 LW3099.The horizontal coordinates were established by classical geodetic methods
 LW3099.and adjusted by the National Geodetic Survey in August 1998..
 LW3099
 LW3099.The orthometric height was scaled from a topographic map.
 LW3099
 LW3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3099
 LW3099.The geoid height was determined by GEOID03.
 LW3099
 LW3099;                    North         East     Units Scale Factor Converg.
 LW3099;SPC RI       -    10,261.318    92,321.501   MT  0.99999448   -0 03 36.9
 LW3099;SPC RI       -    33,665.67    302,891.46   sFT  0.99999448   -0 03 36.9
 LW3099;UTM  19      - 4,561,498.952   282,620.000   MT  1.00018161   -1 42 24.6
 LW3099
 LW3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3099!SPC RI       -   0.99999483  x   0.99999448  =   0.99998931
 LW3099!UTM  19      -   0.99999483  x   1.00018161  =   1.00017643
 LW3099
 LW3099                          SUPERSEDED SURVEY CONTROL
 LW3099
 LW3099  NAD 83(1996)-  41 10 32.49979(N)    071 35 29.42685(W) AD(       ) 2
 LW3099  NAD 83(1992)-  41 10 32.49972(N)    071 35 29.42697(W) AD(       ) 2
 LW3099  NAD 83(1992)-  41 10 32.49869(N)    071 35 29.42788(W) AD(       ) 2
 LW3099  NAD 83(1986)-  41 10 32.49865(N)    071 35 29.42746(W) AD(       ) 2
 LW3099  NAD 27      -  41 10 32.12900(N)    071 35 31.21800(W) AD(       ) 2
 LW3099
 LW3099.Superseded values are not recommended for survey control.
 LW3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3099.See file dsdata.txt to determine how the superseded data were derived.
 LW3099
 LW3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8262061499(NAD 83)
 LW3099_MARKER: Z = SEE DESCRIPTION
 LW3099_SETTING: 0 = UNSPECIFIED SETTING
 LW3099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3099
 LW3099  HISTORY     - Date     Condition        Report By
 LW3099  HISTORY     - 1943     MONUMENTED       CGS
 LW3099
 LW3099                          STATION DESCRIPTION
 LW3099
 LW3099'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3099'THE STATION IS THE PROPOSED PINTLE CENTER OF THE INSTRUMENT IN THE
 LW3099'FIRE CONTROL BUILDING ON BEACON HILL WHICH IS THE HIGHEST HILL ON
 LW3099'BLOCK ISLAND.  THE POINT LOCATED IS 3.5 FT. FROM THE INSIDE W
 LW3099'WALL, AND MIDWAY BETWEEN THE N AND S WALLS OF THE OBSERVATION
 LW3099'ROOM.  THIS STATION WAS LOCATED BY TRAVERSE FROM STATION BLOCK
 LW3099'ISLAND ECCENTRIC, R.M. NO. 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3156 ***********************************************************************
 LW3156  DESIGNATION -  B 9/9 S 9/9 1943
 LW3156  PID         -  LW3156
 LW3156  STATE/COUNTY-  RI/WASHINGTON
 LW3156  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3156
 LW3156                         *CURRENT SURVEY CONTROL
 LW3156  ___________________________________________________________________
 LW3156* NAD 83(1996)-  41 09 18.47456(N)    071 33 43.55603(W)     ADJUSTED  
 LW3156* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 LW3156  ___________________________________________________________________
 LW3156  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 LW3156  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW3156
 LW3156  HORZ ORDER  -  SECOND
 LW3156
 LW3156.The horizontal coordinates were established by classical geodetic methods
 LW3156.and adjusted by the National Geodetic Survey in August 1998..
 LW3156
 LW3156.The orthometric height was scaled from a topographic map.
 LW3156
 LW3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3156
 LW3156.The geoid height was determined by GEOID03.
 LW3156
 LW3156;                    North         East     Units Scale Factor Converg.
 LW3156;SPC RI       -     7,975.477    94,787.600   MT  0.99999408   -0 02 27.1
 LW3156;SPC RI       -    26,166.21    310,982.32   sFT  0.99999408   -0 02 27.1
 LW3156;UTM  19      - 4,559,142.782   285,019.847   MT  1.00016884   -1 41 12.3
 LW3156
 LW3156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3156!SPC RI       -   0.99999624  x   0.99999408  =   0.99999032
 LW3156!UTM  19      -   0.99999624  x   1.00016884  =   1.00016508
 LW3156
 LW3156                          SUPERSEDED SURVEY CONTROL
 LW3156
 LW3156  NAD 83(1996)-  41 09 18.47276(N)    071 33 43.55472(W) AD(       ) 2
 LW3156  NAD 83(1992)-  41 09 18.47261(N)    071 33 43.55476(W) AD(       ) 2
 LW3156  NAD 83(1992)-  41 09 18.47138(N)    071 33 43.55546(W) AD(       ) 2
 LW3156  NAD 83(1986)-  41 09 18.46898(N)    071 33 43.55272(W) AD(       ) 2
 LW3156  NAD 27      -  41 09 18.10300(N)    071 33 45.34900(W) AD(       ) 2
 LW3156
 LW3156.Superseded values are not recommended for survey control.
 LW3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3156.See file dsdata.txt to determine how the superseded data were derived.
 LW3156
 LW3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8502059143(NAD 83)
 LW3156_MARKER: U = CONCRETE POST
 LW3156_SETTING: 0 = UNSPECIFIED SETTING
 LW3156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3156
 LW3156  HISTORY     - Date     Condition        Report By
 LW3156  HISTORY     - 1943     MONUMENTED       CGS
 LW3156
 LW3156                          STATION DESCRIPTION
 LW3156
 LW3156'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3156'THE STATION IS THE CENTER OF THE CONCRETE, HEXAGONAL, INSTRUMENT
 LW3156'MOUNT BLOCK ON THE GROUND FLOOR OF THE FIRE CONTROL BUILDING ON
 LW3156'PILOT HILL, AND 0.6 MI. W-SW OF BLOCK ISLAND SOUTHEAST
 LW3156'LIGHTHOUSE.  THIS STATION WAS LOCATED BY TRAVERSE FROM STATION
 LW3156'PAINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5521 ***********************************************************************
 LW5521  DESIGNATION -  BA 001
 LW5521  PID         -  LW5521
 LW5521  STATE/COUNTY-  RI/BRISTOL
 LW5521  USGS QUAD   -  BRISTOL (1975)
 LW5521
 LW5521                         *CURRENT SURVEY CONTROL
 LW5521  ___________________________________________________________________
 LW5521* NAD 83(1996)-  41 44 51.87827(N)    071 19 01.00892(W)     ADJUSTED  
 LW5521* NAVD 88     -         1.08   (+/-2cm)       3.5    (feet)  VERTCON   
 LW5521  ___________________________________________________________________
 LW5521  X           -   1,526,603.576 (meters)                     COMP
 LW5521  Y           -  -4,514,552.531 (meters)                     COMP
 LW5521  Z           -   4,224,722.010 (meters)                     COMP
 LW5521  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 LW5521  ELLIP HEIGHT-         -28.50  (meters)          (06/13/02) GPS OBS
 LW5521  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW5521
 LW5521  HORZ ORDER  -  THIRD
 LW5521  VERT ORDER  -  THIRD ? (See Below)
 LW5521  ELLP ORDER  -  FOURTH    CLASS II
 LW5521
 LW5521.The horizontal coordinates were established by GPS observations
 LW5521.and adjusted by the National Geodetic Survey in August 1998..
 LW5521
 LW5521.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5521.The vertical order pertains to the NGVD 29 superseded value.
 LW5521
 LW5521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5521
 LW5521.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5521
 LW5521.The ellipsoidal height was determined by GPS observations
 LW5521.and is referenced to NAD 83.
 LW5521
 LW5521.The geoid height was determined by GEOID03.
 LW5521
 LW5521;                    North         East     Units Scale Factor Converg.
 LW5521;SPC RI       -    73,806.474   115,225.745   MT  0.99999660   +0 07 18.8
 LW5521;SPC RI       -   242,146.74    378,036.47   sFT  0.99999660   +0 07 18.8
 LW5521;SPC MA M     -   833,067.850   215,225.759   MT  0.99999560   +0 07 22.7
 LW5521;SPC MA M     - 2,733,156.77    706,119.84   sFT  0.99999560   +0 07 22.7
 LW5521;UTM  19      - 4,624,363.487   307,353.946   MT  1.00005671   -1 32 35.6
 LW5521
 LW5521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5521!SPC RI       -   1.00000447  x   0.99999660  =   1.00000107
 LW5521!SPC MA M     -   1.00000447  x   0.99999560  =   1.00000007
 LW5521!UTM  19      -   1.00000447  x   1.00005671  =   1.00006118
 LW5521
 LW5521                          SUPERSEDED SURVEY CONTROL
 LW5521
 LW5521  ELLIP H (08/17/98)  -28.45   (m)                       GP(       ) 4 1
 LW5521  NAD 83(1996)-  41 44 51.87789(N)    071 19 01.00854(W) AD(       ) 3
 LW5521  NAD 83(1992)-  41 44 51.87677(N)    071 19 01.00811(W) AD(       ) 3
 LW5521  NAD 83(1992)-  41 44 51.87631(N)    071 19 01.00797(W) AD(       ) 3
 LW5521  NAD 83(1986)-  41 44 51.87708(N)    071 19 01.00885(W) AD(       ) 3
 LW5521  NGVD 29 (07/30/91)    1.34   (m)            4.4    (f) LEVELING    3  
 LW5521
 LW5521.Superseded values are not recommended for survey control.
 LW5521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5521.See file dsdata.txt to determine how the superseded data were derived.
 LW5521
 LW5521_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0735424363(NAD 83)
 LW5521_MARKER: DD = SURVEY DISK
 LW5521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5521_SP_SET: CONCRETE POST
 LW5521_STAMPING: BA 001 1988
 LW5521_MARK LOGO: RIGS  
 LW5521_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5521+STABILITY: SURFACE MOTION
 LW5521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5521+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1989
 LW5521
 LW5521  HISTORY     - Date     Condition        Report By
 LW5521  HISTORY     - 1988     MONUMENTED       RIGS
 LW5521  HISTORY     - 19890711 GOOD
 LW5521  HISTORY     - 19980526 GOOD             USPSQD
 LW5521  HISTORY     - 20010929 GOOD             USPSQD
 LW5521
 LW5521                          STATION DESCRIPTION
 LW5521
 LW5521'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5521'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) EAST OF WEST BARRINGTON
 LW5521'CENTER. OWNERSHIP--BARRINGTON CONGREGATIONAL CHURCH.
 LW5521'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 114/103 KNOWN AS
 LW5521'COUNTY ROAD, WITH FEDERAL ROAD AND MASSASOIT AVENUE, GO SOUTH 0.16 KM
 LW5521'(0.10 MI) ON HIGHWAYS 114/103 TO THE ENTRANCE TO A PARK-RIDE LOT ON
 LW5521'THE LEFT, TURN LEFT INTO PARK-RIDE LOT AND THE STATION SET IN A GRASSY
 LW5521'AREA NEAR THE SOUTHEAST CORNER OF THE LOT.
 LW5521'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5521'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 27.1
 LW5521'M (88.9 FT) NORTHEAST FROM AN ALUMINUM LIGHT POLE NEAR THE SOUTH EDGE
 LW5521'OF THE LOT, 15.6 M (51.2 FT) NORTH FROM AN ELECTRIC MANHOLE COVER NEAR
 LW5521'THE SOUTHEAST EDGE OF THE LOT, 9.2 M (30.2 FT) SOUTHEAST FROM THE
 LW5521'CENTER OF A ROUND METAL DRAINAGE GRATE COVER SET IN THE LOT, 5.5 M
 LW5521'(18.0 FT) EAST NORTHEAST FROM THE EDGE OF PAVEMENT ON THE EAST SIDE OF
 LW5521'THE LOT, 2.3 M (7.5 FT) WEST SOUTHWEST FROM A FIBERGLASS WITNESS POST
 LW5521'AND IS AT THE LEVEL OF THE PARK-RIDE LOT.
 LW5521
 LW5521                          STATION RECOVERY (1989)
 LW5521
 LW5521'RECOVERED 1989
 LW5521'RECOVERED IN GOOD CONDITION.
 LW5521
 LW5521                          STATION RECOVERY (1998)
 LW5521
 LW5521'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW5521'RECOVERED IN GOOD CONDITION.
 LW5521
 LW5521                          STATION RECOVERY (2001)
 LW5521
 LW5521'RECOVERY NOTE BY US POWER SQUADRON 2001 (RP)
 LW5521'THERE WAS NO WITNESS POST IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5522 ***********************************************************************
 LW5522  DESIGNATION -  BA 002
 LW5522  PID         -  LW5522
 LW5522  STATE/COUNTY-  RI/BRISTOL
 LW5522  USGS QUAD   -  BRISTOL (1975)
 LW5522
 LW5522                         *CURRENT SURVEY CONTROL
 LW5522  ___________________________________________________________________
 LW5522* NAD 83(1996)-  41 44 32.71337(N)    071 17 56.77681(W)     ADJUSTED  
 LW5522* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 LW5522  ___________________________________________________________________
 LW5522  X           -   1,528,135.664 (meters)                     COMP
 LW5522  Y           -  -4,514,450.044 (meters)                     COMP
 LW5522  Z           -   4,224,281.061 (meters)                     COMP
 LW5522  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 LW5522  ELLIP HEIGHT-         -28.18  (meters)          (06/13/02) GPS OBS
 LW5522  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW5522
 LW5522  HORZ ORDER  -  THIRD
 LW5522  ELLP ORDER  -  FOURTH    CLASS II
 LW5522
 LW5522.The horizontal coordinates were established by GPS observations
 LW5522.and adjusted by the National Geodetic Survey in August 1998..
 LW5522
 LW5522.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5522
 LW5522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5522
 LW5522.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5522
 LW5522.The ellipsoidal height was determined by GPS observations
 LW5522.and is referenced to NAD 83.
 LW5522
 LW5522.The geoid height was determined by GEOID03.
 LW5522
 LW5522;                    North         East     Units Scale Factor Converg.
 LW5522;SPC RI       -    73,218.507   116,711.186   MT  0.99999719   +0 08 01.5
 LW5522;SPC RI       -   240,217.72    382,909.95   sFT  0.99999719   +0 08 01.5
 LW5522;SPC MA M     -   832,479.912   216,711.209   MT  0.99999633   +0 08 05.8
 LW5522;SPC MA M     - 2,731,227.84    710,993.36   sFT  0.99999633   +0 08 05.8
 LW5522;UTM  19      - 4,623,732.571   308,821.758   MT  1.00004978   -1 31 52.2
 LW5522
 LW5522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5522!SPC RI       -   1.00000442  x   0.99999719  =   1.00000161
 LW5522!SPC MA M     -   1.00000442  x   0.99999633  =   1.00000075
 LW5522!UTM  19      -   1.00000442  x   1.00004978  =   1.00005420
 LW5522
 LW5522                          SUPERSEDED SURVEY CONTROL
 LW5522
 LW5522  ELLIP H (08/17/98)  -28.13   (m)                       GP(       ) 4 1
 LW5522  NAD 83(1996)-  41 44 32.71299(N)    071 17 56.77640(W) AD(       ) 3
 LW5522  NAD 83(1992)-  41 44 32.71187(N)    071 17 56.77600(W) AD(       ) 3
 LW5522  ELLIP H (01/17/96)  -28.17   (m)                       GP(       ) 4 2
 LW5522  NAD 83(1992)-  41 44 32.71141(N)    071 17 56.77583(W) AD(       ) 3
 LW5522  NAD 83(1986)-  41 44 32.71213(N)    071 17 56.77634(W) AD(       ) 3
 LW5522  NGVD 29 (07/30/91)    1.6    (m)            5.     (f) GPS OBS        
 LW5522
 LW5522.Superseded values are not recommended for survey control.
 LW5522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5522.See file dsdata.txt to determine how the superseded data were derived.
 LW5522
 LW5522_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0882223733(NAD 83)
 LW5522_MARKER: DD = SURVEY DISK
 LW5522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5522_SP_SET: CONCRETE POST
 LW5522_STAMPING: BA 002 1988
 LW5522_MARK LOGO: RIGS  
 LW5522_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5522+STABILITY: SURFACE MOTION
 LW5522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5522+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1989
 LW5522
 LW5522  HISTORY     - Date     Condition        Report By
 LW5522  HISTORY     - 1988     MONUMENTED       RIGS
 LW5522  HISTORY     - 19890711 GOOD
 LW5522
 LW5522                          STATION DESCRIPTION
 LW5522
 LW5522'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5522'THE STATION IS LOCATED 0.8 KM (0.50 MI) EAST OF BARRINGTON CENTER.
 LW5522'OWNERSHIP--JOHN A AND MARARET F CARLOTTO, 105 NEW MEADOW ROAD, 401
 LW5522'247-0393.
 LW5522'TO REACH FROM THE BARRINGTON POLICE STATION WHICH IS AT THE WEST END
 LW5522'OF THE STATE HIGHWAY 103/114 BRIDGE OVER THE BARRINGTON RIVER, GO EAST
 LW5522'FOR 0.32 KM (0.20 MI) ON HIGHWAY 103/114 TO A SIDE ROAD LEFT, TURN
 LW5522'LEFT, GO NORTH 0.8 KM (0.50 MI) ON NEW MEADOW ROAD TO THE STATION ON
 LW5522'THE LEFT ACROSS THE STREET FROM 105 NEW MEADOW ROAD.
 LW5522'THE STATION IS A STANDARD RIGS DISK SET INTO A ROUND CONCRETE MONUMENT
 LW5522'FLUSH WITH THE GROUND. IT IS 13.5 M (44.3 FT) SOUTHWEST FROM NET+T
 LW5522'POLE 26, 8.45 M (27.7 FT) WEST SOUTHWEST FROM THE CENTERLINE OF NEW
 LW5522'MEADOW ROAD, 7.3 M (24.0 FT) NORTH FROM THE JUNCTION OF A CONCRETE
 LW5522'RETAINING WALL AND A SEA WALL, 3.47 M (11.4 FT) EAST NORTHEAST FROM A
 LW5522'STONE AND MORTAR SEAWALL, 2.9 M (9.5 FT) EAST NORTHEAST FROM A
 LW5522'FIBERGLASS WITNESS POST AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 LW5522'ROAD.
 LW5522
 LW5522                          STATION RECOVERY (1989)
 LW5522
 LW5522'RECOVERED 1989
 LW5522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3318 ***********************************************************************
 LW3318  DESIGNATION -  BABCOCK CUPOLA
 LW3318  PID         -  LW3318
 LW3318  STATE/COUNTY-  RI/WASHINGTON
 LW3318  USGS QUAD   -  WATCH HILL (1984)
 LW3318
 LW3318                         *CURRENT SURVEY CONTROL
 LW3318  ___________________________________________________________________
 LW3318* NAD 83(1996)-  41 18 58.94078(N)    071 50 37.16566(W)     ADJUSTED  
 LW3318* NAVD 88     -                                                        
 LW3318  ___________________________________________________________________
 LW3318  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 LW3318  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3318
 LW3318  HORZ ORDER  -  THIRD
 LW3318
 LW3318.The horizontal coordinates were established by classical geodetic methods
 LW3318.and adjusted by the National Geodetic Survey in August 1998..
 LW3318
 LW3318
 LW3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3318
 LW3318.The geoid height was determined by GEOID03.
 LW3318
 LW3318;                    North         East     Units Scale Factor Converg.
 LW3318;SPC RI       -    25,937.616    71,225.198   MT  1.00000394   -0 13 36.8
 LW3318;SPC RI       -    85,097.00    233,678.00   sFT  1.00000394   -0 13 36.8
 LW3318;SPC CT       -   206,443.331   380,688.017   MT  0.99999029   +0 36 03.5
 LW3318;SPC CT       -   677,306.16  1,248,973.94   sFT  0.99999029   +0 36 03.5
 LW3318;UTM  19      - 4,577,779.749   261,978.586   MT  1.00029729   -1 52 41.9
 LW3318
 LW3318                          SUPERSEDED SURVEY CONTROL
 LW3318
 LW3318  NAD 83(1992)-  41 18 58.93947(N)    071 50 37.16487(W) AD(       ) 4
 LW3318  NAD 83(1986)-  41 18 58.93869(N)    071 50 37.16737(W) AD(       ) 4
 LW3318  NAD 27      -  41 18 58.58100(N)    071 50 38.92000(W) AD(       ) 3
 LW3318
 LW3318.Superseded values are not recommended for survey control.
 LW3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3318.See file dsdata.txt to determine how the superseded data were derived.
 LW3318
 LW3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6197977780(NAD 83)
 LW3318_MARKER: 86 = CUPOLA
 LW3318
 LW3318  HISTORY     - Date     Condition        Report By
 LW3318  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3318  HISTORY     - 1954     GOOD             CGS
 LW3318  HISTORY     - 1984     GOOD             USPSQD
 LW3318  HISTORY     - 1989     GOOD             USPSQD
 LW3318
 LW3318                          STATION DESCRIPTION
 LW3318
 LW3318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3318'THE HOUSE IS ON TOP OF A KNOLL ABOUT 1/2 MILE NORTHEASTERLY OF
 LW3318'THE OCEAN HOUSE HOTEL AND 1/2 MILE N OF THE BEACH.  IT IS A
 LW3318'2 1/2-STORY STUCCO BUILDING WITH A RED TILE ROOF.  THE CUPOLA
 LW3318'IS SQUARE WITH A DOME-SHAPED TILE ROOF AND IS IN THE CENTER OF THE
 LW3318'HOUSE.
 LW3318'
 LW3318'THE STATION IS THE BASE OF THE BALL AT THE APEX OF THE
 LW3318'ROOF.  HEIGHT ABOUT 30 FEET.
 LW3318
 LW3318                          STATION RECOVERY (1954)
 LW3318
 LW3318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3318'STATION RECOVERED AS DESCRIBED, EXCEPT THE CUPOLA IS ON THE NW
 LW3318'PART OF THE HOUSE.
 LW3318
 LW3318                          STATION RECOVERY (1984)
 LW3318
 LW3318'RECOVERY NOTE BY US POWER SQUADRON 1984 (BAM)
 LW3318'STATION RECOVERED AS DESCRIBED.  HOUSE IS IN EXCELLENT
 LW3318'CONDITION.  PREVIOUS DESCRIPTION IS ADEQUATE.  ADDITIONAL
 LW3318'FACTS--HOUSE IS NOW OWNED BY LOUIS B. CAPPUCCIO.  HOUSE IS NOW
 LW3318'KNOWN AS EL REPOSO, AND IS LOCATED ON CORNER OF PAUTIPAUG WAY AND
 LW3318'YOSEMITE VALLEY ROAD, IN WATCH HILL, R.I.
 LW3318
 LW3318                          STATION RECOVERY (1989)
 LW3318
 LW3318'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2365 ***********************************************************************
 LW2365  DESIGNATION -  BALLOU FLAGSTAFF
 LW2365  PID         -  LW2365
 LW2365  STATE/COUNTY-  RI/BRISTOL
 LW2365  USGS QUAD   -  BRISTOL (1975)
 LW2365
 LW2365                         *CURRENT SURVEY CONTROL
 LW2365  ___________________________________________________________________
 LW2365* NAD 83(1996)-  41 44 19.75729(N)    071 20 47.46115(W)     ADJUSTED  
 LW2365* NAVD 88     -                                                        
 LW2365  ___________________________________________________________________
 LW2365  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 LW2365  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW2365
 LW2365  HORZ ORDER  -  THIRD
 LW2365
 LW2365.The horizontal coordinates were established by classical geodetic methods
 LW2365.and adjusted by the National Geodetic Survey in August 1998..
 LW2365
 LW2365
 LW2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2365
 LW2365.The geoid height was determined by GEOID03.
 LW2365
 LW2365;                    North         East     Units Scale Factor Converg.
 LW2365;SPC RI       -    72,810.664   112,767.973   MT  0.99999576   +0 06 07.8
 LW2365;SPC RI       -   238,879.65    369,972.92   sFT  0.99999576   +0 06 07.8
 LW2365;UTM  19      - 4,623,439.446   304,868.113   MT  1.00006858   -1 33 45.6
 LW2365
 LW2365                          SUPERSEDED SURVEY CONTROL
 LW2365
 LW2365  NAD 83(1996)-  41 44 19.75703(N)    071 20 47.46107(W) AD(       ) 4
 LW2365  NAD 83(1992)-  41 44 19.75567(N)    071 20 47.46019(W) AD(       ) 4
 LW2365  NAD 83(1992)-  41 44 19.75538(N)    071 20 47.46022(W) AD(       ) 4
 LW2365  NAD 83(1986)-  41 44 19.75581(N)    071 20 47.45973(W) AD(       ) 4
 LW2365  NAD 27      -  41 44 19.41200(N)    071 20 49.30100(W) AD(       ) 3
 LW2365
 LW2365.Superseded values are not recommended for survey control.
 LW2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2365.See file dsdata.txt to determine how the superseded data were derived.
 LW2365
 LW2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0486823439(NAD 83)
 LW2365
 LW2365  HISTORY     - Date     Condition        Report By
 LW2365  HISTORY     - UNK      MONUMENTED
 LW2365  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2365  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2365  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2365
 LW2365                          STATION DESCRIPTION
 LW2365
 LW2365'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2365'MYRON C. BALLOU HAS RECENTLY HAD HIS TALL FLAGSTAFF REMOVED.  THE
 LW2365'BUTT EMBEDDED IN CONCRETE IS SAWED OFF FLUSH WITH THE GROUND.
 LW2365'
 LW2365'THE STATION SHOULD BE PRESERVED WITH A NEW MARK OR PERMANENTLY
 LW2365'REFERENCED BEFORE THE OLD BUTT IS REMOVED OR DISTURBED.
 LW2365
 LW2365                          STATION RECOVERY (1944)
 LW2365
 LW2365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RMB)
 LW2365'MR. BALLOU STATES THAT NO VISIBLE TRACE OF THE FLAGSTAFF REMAINS
 LW2365'AND THAT THE AREA WAS SODDED OVER.  NO SEARCH WAS MADE FOR THE
 LW2365'STUMP BECAUSE LACK OF ADEQUATE REFERENCE MARKS MADE IT
 LW2365'IMPRACTICABLE TO ATTEMPT TO DIG FOR IT.
 LW2365
 LW2365                          STATION RECOVERY (1956)
 LW2365
 LW2365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2365'THE PRESENT OWNER OF THE PROPERTY, MR. DALY OF 27 ALPINE W., WEST
 LW2365'BARRINGTON, RHODE ISLAND, SAYS THAT THE HURRICANE OF 1955
 LW2365'WASHED OUT PART OF HIS LAWN AND EXPOSED THE CONCRETE BASE OF
 LW2365'THE FLAGSTAFF.  THE CONCRETE BASE IS NOW UNDER ABOUT 4 FT. OF
 LW2365'DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2298 ***********************************************************************
 LW2298  DESIGNATION -  BAPTIST CHURCH SPIRE
 LW2298  PID         -  LW2298
 LW2298  STATE/COUNTY-  RI/NEWPORT
 LW2298  USGS QUAD   -  FALL RIVER (1979)
 LW2298
 LW2298                         *CURRENT SURVEY CONTROL
 LW2298  ___________________________________________________________________
 LW2298* NAD 83(1996)-  41 37 59.61893(N)    071 12 27.63282(W)     ADJUSTED  
 LW2298* NAVD 88     -                                                        
 LW2298  ___________________________________________________________________
 LW2298  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 LW2298  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW2298
 LW2298  HORZ ORDER  -  THIRD
 LW2298
 LW2298.The horizontal coordinates were established by classical geodetic methods
 LW2298.and adjusted by the National Geodetic Survey in August 1998..
 LW2298
 LW2298
 LW2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2298
 LW2298.The geoid height was determined by GEOID03.
 LW2298
 LW2298;                    North         East     Units Scale Factor Converg.
 LW2298;SPC RI       -    61,112.606   124,357.723   MT  1.00000105   +0 11 39.2
 LW2298;SPC RI       -   200,500.27    407,996.96   sFT  1.00000105   +0 11 39.2
 LW2298;SPC MA M     -   820,374.165   224,358.138   MT  1.00001326   +0 11 46.9
 LW2298;SPC MA M     - 2,691,510.91    736,081.66   sFT  1.00001326   +0 11 46.9
 LW2298;UTM  19      - 4,611,409.429   316,113.974   MT  1.00001613   -1 28 01.6
 LW2298
 LW2298                          SUPERSEDED SURVEY CONTROL
 LW2298
 LW2298  NAD 83(1996)-  41 37 59.61885(N)    071 12 27.63279(W) AD(       ) 4
 LW2298  NAD 83(1992)-  41 37 59.61723(N)    071 12 27.63186(W) AD(       ) 4
 LW2298  NAD 83(1992)-  41 37 59.61667(N)    071 12 27.63143(W) AD(       ) 4
 LW2298  NAD 83(1986)-  41 37 59.61681(N)    071 12 27.63003(W) AD(       ) 4
 LW2298  NAD 27      -  41 37 59.23800(N)    071 12 29.46600(W) AD(       ) 3
 LW2298
 LW2298.Superseded values are not recommended for survey control.
 LW2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2298.See file dsdata.txt to determine how the superseded data were derived.
 LW2298
 LW2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1611411409(NAD 83)
 LW2298
 LW2298  HISTORY     - Date     Condition        Report By
 LW2298  HISTORY     - 1917     MONUMENTED       CGS
 LW2298  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2298  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2298  HISTORY     - 1988     GOOD             USPSQD
 LW2298
 LW2298                          STATION DESCRIPTION
 LW2298
 LW2298'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2298'THE CENTRAL BAPTIST CHURCH OF TIVERTON STANDS ON THE W SIDE OF
 LW2298'HIGHLAND AVENUE, ABOUT 1/4 MILE S OF THE JUNCTION OF THAT STREET
 LW2298'WITH STATE ROUTE 138, THE ROAD FROM THE VILLAGE OF TIVERTON N
 LW2298'TO FALL RIVER.
 LW2298'
 LW2298'THE SPIRE IS A SQUARE PYRAMID ON TOP OF A SQUARE TOWER WHICH
 LW2298'STARTS AT THE GROUND AND IS AT THE SE CORNER OF THE CHURCH.
 LW2298'
 LW2298'NO ONE RECALLS A CHANGE IN THE LOCATION OF THE CHURCH OR SPIRE
 LW2298'SINCE 1917.
 LW2298
 LW2298                          STATION RECOVERY (1954)
 LW2298
 LW2298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2298'CHURCH SPIRE RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION IS
 LW2298'ADEQUATE.
 LW2298
 LW2298                          STATION RECOVERY (1988)
 LW2298
 LW2298'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW2298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2530 ***********************************************************************
 LW2530  DESIGNATION -  BARBERS HEIGHTS 1868
 LW2530  PID         -  LW2530
 LW2530  STATE/COUNTY-  RI/WASHINGTON
 LW2530  USGS QUAD   -  WICKFORD (1995)
 LW2530
 LW2530                         *CURRENT SURVEY CONTROL
 LW2530  ___________________________________________________________________
 LW2530* NAD 83(1996)-  41 31 44.70923(N)    071 25 26.42214(W)     ADJUSTED  
 LW2530* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 LW2530  ___________________________________________________________________
 LW2530  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 LW2530  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2530
 LW2530  HORZ ORDER  -  THIRD
 LW2530
 LW2530.The horizontal coordinates were established by classical geodetic methods
 LW2530.and adjusted by the National Geodetic Survey in August 1998..
 LW2530
 LW2530.The orthometric height was scaled from a topographic map.
 LW2530
 LW2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2530
 LW2530.The geoid height was determined by GEOID03.
 LW2530
 LW2530;                    North         East     Units Scale Factor Converg.
 LW2530;SPC RI       -    49,507.684   106,342.316   MT  0.99999424   +0 03 01.4
 LW2530;SPC RI       -   162,426.46    348,891.42   sFT  0.99999424   +0 03 01.4
 LW2530;UTM  19      - 4,600,330.464   297,768.876   MT  1.00010332   -1 36 27.6
 LW2530
 LW2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2530!SPC RI       -   0.99999707  x   0.99999424  =   0.99999131
 LW2530!UTM  19      -   0.99999707  x   1.00010332  =   1.00010039
 LW2530
 LW2530:                Primary Azimuth Mark                     Grid Az
 LW2530:SPC RI       -  HULL                                     076 59 20.9
 LW2530:UTM  19      -  HULL                                     078 38 49.9
 LW2530
 LW2530|---------------------------------------------------------------------|
 LW2530| PID    Reference Object                     Distance      Geod. Az  |
 LW2530|                                                           dddmmss.s |
 LW2530| LW2519 HULL                                APPROX. 4.1 KM 0770222.3 |
 LW2530| LW2373 CONANICUT IS DUTCH WINDMILL         APPROX. 4.4 KM 1094800.1 |
 LW2530| LW3008 DUTCH ISLAND LIGHTHOUSE             APPROX. 4.0 KM 1552535.4 |
 LW2530| LW2529 BOULDER USE 1909                    APPROX. 0.5 KM 1612326.0 |
 LW2530| LW2516 BROWNINGS HOUSE CHIMNEY             APPROX. 0.7 KM 3144210.4 |
 LW2530| LW2482 VAUGHNS HOUSE CUPOLA                APPROX. 5.9 KM 3271653.0 |
 LW2530| LW2476 WICKFORD BAPTIST CHURCH             APPROX. 5.3 KM 3344423.7 |
 LW2530| LW2478 WICKFORD LIGHTHOUSE OLD TOWER       APPROX. 4.8 KM 3445010.2 |
 LW2530|---------------------------------------------------------------------|
 LW2530
 LW2530                          SUPERSEDED SURVEY CONTROL
 LW2530
 LW2530  NAD 83(1996)-  41 31 44.70858(N)    071 25 26.42153(W) AD(       ) 3
 LW2530  NAD 83(1992)-  41 31 44.70773(N)    071 25 26.42140(W) AD(       ) 3
 LW2530  NAD 83(1992)-  41 31 44.70711(N)    071 25 26.42125(W) AD(       ) 3
 LW2530  NAD 83(1986)-  41 31 44.70694(N)    071 25 26.41945(W) AD(       ) 3
 LW2530  NAD 27      -  41 31 44.32900(N)    071 25 28.22400(W) AD(       ) 3
 LW2530
 LW2530.Superseded values are not recommended for survey control.
 LW2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2530.See file dsdata.txt to determine how the superseded data were derived.
 LW2530
 LW2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9776900330(NAD 83)
 LW2530
 LW2530  HISTORY     - Date     Condition        Report By
 LW2530  HISTORY     - 1868     MONUMENTED       COASUR
 LW2530  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2530  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2530  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2530  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2530  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 LW2530
 LW2530                          STATION DESCRIPTION
 LW2530
 LW2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2530'ON THE RIDGE OF THAT NAME, ON THE W SIDE OF NARRAGANSETT BAY,
 LW2530'ABOUT 3 MILES SSE OF WICKFORD AND 1/2 MILE W OF PLUM BEACH.  THE
 LW2530'STATION IS ON A LARGE, FLAT, BARE ROCK NEAR THE NORTHERN END
 LW2530'OF THE HIGH PART OF THE RIDGE IN A FIELD BELONGING TO OWEN
 LW2530'WISTER, AND IS MARKED BY A STANDARD BRASS DISK SET IN A HOLE
 LW2530'DRILLED IN THE ROCK.  A STANDARD REFERENCE DISK IS SET IN A HOLE
 LW2530'11.40 METERS (37.40 FEET) W BY S FROM THE STATION.  THE ROAD
 LW2530'FROM WICKFORD TO NARRAGANSETT PIER IS 234 METERS W OF THE
 LW2530'STATION, AND THE ONE LEADING TO PLUM BEACH IS 430 METERS TO
 LW2530'SOUTHWARD.  THE FIELD HAS NUMEROUS LARGE BOULDERS SHOWING,
 LW2530'ONE OF WHICH IS IN LINE BETWEEN THE STATION AND A LARGE
 LW2530'APPLE TREE.  ALSO THERE IS A STONE FENCE 160 METERS TO THE
 LW2530'SOUTHWARD.
 LW2530
 LW2530                          STATION RECOVERY (1935)
 LW2530
 LW2530'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2530'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT
 LW2530'CONDITION.
 LW2530'
 LW2530'THERE ARE WOODS IN CLOSE PROXIMITY TO THE STATION ON THE N, E,
 LW2530'AND S.
 LW2530'
 LW2530'THE STATION IS ACCESSIBLE FROM THE WICKFORD-NARRAGANSETT PIER
 LW2530'HIGHWAY (U.S. HIGHWAY 1) THRU A BRUSH PASTURE.  LEAVE THE HIGHWAY
 LW2530'AT A POINT 0.3 MILE NW OF THE ROAD TO PLUM BEACH OR 0.4 MILE SE
 LW2530'OF THE DRIVEWAY LEADING TO CYRUS P. BROWNS HOUSE.  THE STATION
 LW2530'IS NE OF THE ROAD AT THIS POINT.
 LW2530'
 LW2530'THE APPLE TREE MENTIONED IN THE DESCRIPTION IS VERY OLD AND
 LW2530'WILL NO DOUBT DISAPPEAR SOON.
 LW2530'
 LW2530'THE STONE FENCE MENTIONED RUNS A ZIG-ZAG COURSE.
 LW2530
 LW2530                          STATION RECOVERY (1954)
 LW2530
 LW2530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2530'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  REVISED
 LW2530'DESCRIPTION FOLLOWS--
 LW2530'
 LW2530'LOCATED ALONG THE W SIDE OF NARRAGANSETT BAY, 0.15 MI. E OF
 LW2530'THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 138.  TO
 LW2530'REACH FROM THE ABOVE INTERSECTION, GO E ON STATE HIGHWAY 138
 LW2530'0.15 MI. TO A DEEP ROCK CUT IN THE HIGHWAY.  THE STATION IS ON
 LW2530'THE S SIDE OF THE CUT, AND 33 FT. S OF THE EDGE OF THE CUT.
 LW2530'STANDARD DISK, NOT STAMPED AND SET IN A DRILL HOLE IN A LARGE
 LW2530'FLAT BOULDER.
 LW2530'
 LW2530'THE REFERENCE MARK IS 37.5 FT. SW OF THE STATION, AND IS A
 LW2530'STANDARD DISK SET IN A DRILL HOLE IN A BOULDER.
 LW2530
 LW2530                          STATION RECOVERY (1956)
 LW2530
 LW2530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2530'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 LW2530'CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 LW2530'FOLLOWING ADDITION--
 LW2530'
 LW2530'IT IS ON THE EXTENDED CENTERLINE OF CALYPSO DRIVE, N OF
 LW2530'RHODE ISLAND STATE HIGHWAY 138 (JAMESTOWN BRIDGE ROAD), AND
 LW2530'33 FT. S OF THE S FACE OF THE ROCK CUT.
 LW2530
 LW2530                          STATION RECOVERY (2002)
 LW2530
 LW2530'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW2530'IT IS BELIEVED THIS STATION HAS BEEN DESTROYED IN BUILDING AN ACCESS
 LW2530'ROAD TO THE NEW JAMESTOWN BRIDGE ACROSS THE WEST PASSAGE OF
 LW2530'NARRAGANSETT BAY.
 LW2530' 
 LW2530' 
 LW2530' 
 LW2530' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3115 ***********************************************************************
 LW3115  DESIGNATION -  BARLOWS HOUSE CUPOLA
 LW3115  PID         -  LW3115
 LW3115  STATE/COUNTY-  RI/WASHINGTON
 LW3115  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3115
 LW3115                         *CURRENT SURVEY CONTROL
 LW3115  ___________________________________________________________________
 LW3115* NAD 83(1996)-  41 08 56.96317(N)    071 34 42.65769(W)     ADJUSTED  
 LW3115* NAVD 88     -                                                        
 LW3115  ___________________________________________________________________
 LW3115  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 LW3115  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LW3115
 LW3115  HORZ ORDER  -  THIRD
 LW3115
 LW3115.The horizontal coordinates were established by classical geodetic methods
 LW3115.and adjusted by the National Geodetic Survey in August 1998..
 LW3115
 LW3115
 LW3115.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3115
 LW3115.The geoid height was determined by GEOID03.
 LW3115
 LW3115;                    North         East     Units Scale Factor Converg.
 LW3115;SPC RI       -     7,312.987    93,408.995   MT  0.99999428   -0 03 06.0
 LW3115;SPC RI       -    23,992.69    306,459.34   sFT  0.99999428   -0 03 06.0
 LW3115;UTM  19      - 4,558,520.048   283,622.535   MT  1.00017626   -1 41 50.6
 LW3115
 LW3115                          SUPERSEDED SURVEY CONTROL
 LW3115
 LW3115  NAD 83(1996)-  41 08 56.96136(N)    071 34 42.65635(W) AD(       ) 4
 LW3115  NAD 83(1992)-  41 08 56.96119(N)    071 34 42.65645(W) AD(       ) 4
 LW3115  NAD 83(1992)-  41 08 56.95991(N)    071 34 42.65727(W) AD(       ) 4
 LW3115  NAD 83(1986)-  41 08 56.95723(N)    071 34 42.65665(W) AD(       ) 4
 LW3115  NAD 27      -  41 08 56.59000(N)    071 34 44.45000(W) AD(       ) 3
 LW3115
 LW3115.Superseded values are not recommended for survey control.
 LW3115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3115.See file dsdata.txt to determine how the superseded data were derived.
 LW3115
 LW3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8362358520(NAD 83)
 LW3115_MARKER: 86 = CUPOLA
 LW3115
 LW3115  HISTORY     - Date     Condition        Report By
 LW3115  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3115
 LW3115                          STATION DESCRIPTION
 LW3115
 LW3115'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2459 ***********************************************************************
 LW2459  DESIGNATION -  BARN M CUPOLA
 LW2459  PID         -  LW2459
 LW2459  STATE/COUNTY-  RI/NEWPORT
 LW2459  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2459
 LW2459                         *CURRENT SURVEY CONTROL
 LW2459  ___________________________________________________________________
 LW2459* NAD 83(1996)-  41 35 35.25573(N)    071 18 53.86418(W)     ADJUSTED  
 LW2459* NAVD 88     -                                                        
 LW2459  ___________________________________________________________________
 LW2459  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 LW2459  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2459
 LW2459  HORZ ORDER  -  THIRD
 LW2459
 LW2459.The horizontal coordinates were established by classical geodetic methods
 LW2459.and adjusted by the National Geodetic Survey in August 1998..
 LW2459
 LW2459
 LW2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2459
 LW2459.The geoid height was determined by GEOID03.
 LW2459
 LW2459;                    North         East     Units Scale Factor Converg.
 LW2459;SPC RI       -    56,634.053   115,427.694   MT  0.99999668   +0 07 22.2
 LW2459;SPC RI       -   185,806.89    378,699.03   sFT  0.99999668   +0 07 22.2
 LW2459;UTM  19      - 4,607,191.392   307,057.560   MT  1.00005814   -1 32 14.0
 LW2459
 LW2459                          SUPERSEDED SURVEY CONTROL
 LW2459
 LW2459  NAD 83(1996)-  41 35 35.25531(N)    071 18 53.86394(W) AD(       ) 4
 LW2459  NAD 83(1992)-  41 35 35.25413(N)    071 18 53.86332(W) AD(       ) 4
 LW2459  NAD 83(1992)-  41 35 35.25366(N)    071 18 53.86310(W) AD(       ) 4
 LW2459  NAD 83(1986)-  41 35 35.25402(N)    071 18 53.86148(W) AD(       ) 4
 LW2459  NAD 27      -  41 35 34.88000(N)    071 18 55.67000(W) AD(       ) 3
 LW2459
 LW2459.Superseded values are not recommended for survey control.
 LW2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2459.See file dsdata.txt to determine how the superseded data were derived.
 LW2459
 LW2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0705807191(NAD 83)
 LW2459
 LW2459  HISTORY     - Date     Condition        Report By
 LW2459  HISTORY     - UNK      MONUMENTED
 LW2459  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2459
 LW2459                          STATION DESCRIPTION
 LW2459
 LW2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2459'STATION IS LOST.  NO BARN OF ANY TYPE EXISTS IN THE VICINITY
 LW2459'TODAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2363 ***********************************************************************
 LW2363  DESIGNATION -  BARRINGTON BEACH TOWER
 LW2363  PID         -  LW2363
 LW2363  STATE/COUNTY-  RI/BRISTOL
 LW2363  USGS QUAD   -  BRISTOL (1975)
 LW2363
 LW2363                         *CURRENT SURVEY CONTROL
 LW2363  ___________________________________________________________________
 LW2363* NAD 83(1996)-  41 43 26.31258(N)    071 18 31.25145(W)     ADJUSTED  
 LW2363* NAVD 88     -                                                        
 LW2363  ___________________________________________________________________
 LW2363  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 LW2363  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW2363
 LW2363  HORZ ORDER  -  THIRD
 LW2363
 LW2363.The horizontal coordinates were established by classical geodetic methods
 LW2363.and adjusted by the National Geodetic Survey in August 1998..
 LW2363
 LW2363
 LW2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2363
 LW2363.The geoid height was determined by GEOID03.
 LW2363
 LW2363;                    North         East     Units Scale Factor Converg.
 LW2363;SPC RI       -    71,168.089   115,919.149   MT  0.99999687   +0 07 38.4
 LW2363;SPC RI       -   233,490.64    380,311.41   sFT  0.99999687   +0 07 38.4
 LW2363;UTM  19      - 4,621,705.916   307,970.447   MT  1.00005380   -1 32 13.2
 LW2363
 LW2363                          SUPERSEDED SURVEY CONTROL
 LW2363
 LW2363  NAD 83(1996)-  41 43 26.31235(N)    071 18 31.25137(W) AD(       ) 4
 LW2363  NAD 83(1992)-  41 43 26.31091(N)    071 18 31.25046(W) AD(       ) 4
 LW2363  NAD 83(1992)-  41 43 26.31062(N)    071 18 31.25045(W) AD(       ) 4
 LW2363  NAD 83(1986)-  41 43 26.31133(N)    071 18 31.24971(W) AD(       ) 4
 LW2363  NAD 27      -  41 43 25.96800(N)    071 18 33.07700(W) AD(       ) 3
 LW2363
 LW2363.Superseded values are not recommended for survey control.
 LW2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2363.See file dsdata.txt to determine how the superseded data were derived.
 LW2363
 LW2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0797021706(NAD 83)
 LW2363
 LW2363  HISTORY     - Date     Condition        Report By
 LW2363  HISTORY     - 1956     MONUMENTED       CGS
 LW2363
 LW2363                          STATION DESCRIPTION
 LW2363
 LW2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2363'STATION IS THE APEX OF THE ROOF OF AN OCTAGONAL-SHAPED TOWER OF
 LW2363'WOODEN CONSTRUCTION AND COVERED BY RED SHINGLES.
 LW2363'
 LW2363'THE TOWER IS LOCATED ON THE S SIDE OF CHACHAPACASSETT STREET,
 LW2363'BETWEEN LORRAINE STREET AND BAY ROAD, ON THE PROPERTY OF
 LW2363'J. ROBINSON IN BARRINGTON BEACH.
 LW2363'
 LW2363'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2366 ***********************************************************************
 LW2366  DESIGNATION -  BARRINGTON CONG CHURCH SPIRE
 LW2366  PID         -  LW2366
 LW2366  STATE/COUNTY-  RI/BRISTOL
 LW2366  USGS QUAD   -  BRISTOL (1975)
 LW2366
 LW2366                         *CURRENT SURVEY CONTROL
 LW2366  ___________________________________________________________________
 LW2366* NAD 83(1996)-  41 44 56.33374(N)    071 19 06.57240(W)     ADJUSTED  
 LW2366* NAVD 88     -                                                        
 LW2366  ___________________________________________________________________
 LW2366  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 LW2366  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW2366
 LW2366  HORZ ORDER  -  THIRD
 LW2366
 LW2366.The horizontal coordinates were established by classical geodetic methods
 LW2366.and adjusted by the National Geodetic Survey in August 1998..
 LW2366
 LW2366
 LW2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2366
 LW2366.The geoid height was determined by GEOID03.
 LW2366
 LW2366;                    North         East     Units Scale Factor Converg.
 LW2366;SPC RI       -    73,943.663   115,096.913   MT  0.99999655   +0 07 15.1
 LW2366;SPC RI       -   242,596.83    377,613.79   sFT  0.99999655   +0 07 15.1
 LW2366;SPC MA M     -   833,205.036   215,096.924   MT  0.99999543   +0 07 18.9
 LW2366;SPC MA M     - 2,733,606.86    705,697.16   sFT  0.99999543   +0 07 18.9
 LW2366;UTM  19      - 4,624,504.369   307,229.147   MT  1.00005730   -1 32 39.4
 LW2366
 LW2366                          SUPERSEDED SURVEY CONTROL
 LW2366
 LW2366  NAD 83(1996)-  41 44 56.33348(N)    071 19 06.57210(W) AD(       ) 4
 LW2366  NAD 83(1992)-  41 44 56.33199(N)    071 19 06.57145(W) AD(       ) 4
 LW2366  NAD 83(1992)-  41 44 56.33177(N)    071 19 06.57136(W) AD(       ) 4
 LW2366  NAD 83(1986)-  41 44 56.33301(N)    071 19 06.57174(W) AD(       ) 4
 LW2366  NAD 27      -  41 44 55.95882(N)    071 19 08.37562(W) AD(       ) 3
 LW2366
 LW2366.Superseded values are not recommended for survey control.
 LW2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2366.See file dsdata.txt to determine how the superseded data were derived.
 LW2366
 LW2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0722924504(NAD 83)
 LW2366
 LW2366  HISTORY     - Date     Condition        Report By
 LW2366  HISTORY     - 1968     MONUMENTED       CGS
 LW2366  HISTORY     - 1988     GOOD             USPSQD
 LW2366  HISTORY     - 19980411 GOOD             USPSQD
 LW2366
 LW2366                          STATION DESCRIPTION
 LW2366
 LW2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2366'THE STATION, BARRINGTON CONGREGATIONAL CHURCH SPIRE, IS THE TOP
 LW2366'CENTER OF SPIRE PAINTED WHITE AND IS ABOUT 75 FEET IN HEIGHT.
 LW2366'
 LW2366'THE STATION IS LOCATED IN BARRINGTON AT THE SOUTHEAST CORNER OF
 LW2366'INTERSECTION OF STATE HIGHWAY 114 AND FEDERAL ROAD.
 LW2366
 LW2366                          STATION RECOVERY (1988)
 LW2366
 LW2366'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW2366'RECOVERED IN GOOD CONDITION.
 LW2366
 LW2366                          STATION RECOVERY (1998)
 LW2366
 LW2366'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2458 ***********************************************************************
 LW2458  DESIGNATION -  BAT 1913
 LW2458  PID         -  LW2458
 LW2458  STATE/COUNTY-  RI/NEWPORT
 LW2458  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2458
 LW2458                         *CURRENT SURVEY CONTROL
 LW2458  ___________________________________________________________________
 LW2458* NAD 83(1996)-  41 35 01.75651(N)    071 18 59.00638(W)     ADJUSTED  
 LW2458* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2458  ___________________________________________________________________
 LW2458  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 LW2458  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2458
 LW2458  HORZ ORDER  -  THIRD
 LW2458
 LW2458.The horizontal coordinates were established by classical geodetic methods
 LW2458.and adjusted by the National Geodetic Survey in August 1998..
 LW2458
 LW2458.The orthometric height was scaled from a topographic map.
 LW2458
 LW2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2458
 LW2458.The geoid height was determined by GEOID03.
 LW2458
 LW2458;                    North         East     Units Scale Factor Converg.
 LW2458;SPC RI       -    55,600.305   115,310.799   MT  0.99999663   +0 07 18.7
 LW2458;SPC RI       -   182,415.33    378,315.51   sFT  0.99999663   +0 07 18.7
 LW2458;UTM  19      - 4,606,161.400   306,910.760   MT  1.00005883   -1 32 16.4
 LW2458
 LW2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2458!SPC RI       -   1.00000457  x   0.99999663  =   1.00000120
 LW2458!UTM  19      -   1.00000457  x   1.00005883  =   1.00006340
 LW2458
 LW2458:                Primary Azimuth Mark                     Grid Az
 LW2458:SPC RI       -  BARN M CUPOLA                            006 27 05.5
 LW2458:UTM  19      -  BARN M CUPOLA                            008 06 40.6
 LW2458
 LW2458|---------------------------------------------------------------------|
 LW2458| PID    Reference Object                     Distance      Geod. Az  |
 LW2458|                                                           dddmmss.s |
 LW2458| LW2459 BARN M CUPOLA                       APPROX. 1.0 KM 0063424.2 |
 LW2458| LW2405 WINDMILL L                          APPROX. 1.8 KM 0071138.3 |
 LW2458| LW2393 COAL                                APPROX. 5.2 KM 0480436.2 |
 LW2458| LW2461 BLACK STACK J                       APPROX. 5.3 KM 0482606.3 |
 LW2458| LW2408 BRAD                                APPROX. 3.5 KM 0783349.1 |
 LW2458| LW2425 LO                                  APPROX. 2.9 KM 1314439.8 |
 LW2458| LW2385 WATER TOWER C                       APPROX. 4.7 KM 1412626.9 |
 LW2458| LW2392 SILO E                              APPROX. 3.7 KM 1463539.7 |
 LW2458| LW2386 WINDMILL D                          APPROX. 4.3 KM 1515221.5 |
 LW2458| LW2370 COG                                 APPROX. 7.0 KM 1845428.0 |
 LW2458| LW2445 NEWPORT NAVAL COLL CUPOLA           APPROX. 8.6 KM 1872248.3 |
 LW2458| LW2880 BULL POINT CUPOLA                   APPROX.12.0 KM 1955321.2 |
 LW2458| LW2373 CONANICUT IS DUTCH WINDMILL         APPROX. 9.0 KM 2122723.5 |
 LW2458| LW2519 HULL                                APPROX. 7.2 KM 2240400.1 |
 LW2458| LW2510 TANK                                APPROX. 7.0 KM 2245735.5 |
 LW2458| LW2511 CHIMNEY N                           APPROX. 6.7 KM 2275434.0 |
 LW2458|---------------------------------------------------------------------|
 LW2458
 LW2458                          SUPERSEDED SURVEY CONTROL
 LW2458
 LW2458  NAD 83(1996)-  41 35 01.75609(N)    071 18 59.00609(W) AD(       ) 3
 LW2458  NAD 83(1992)-  41 35 01.75491(N)    071 18 59.00554(W) AD(       ) 3
 LW2458  NAD 83(1992)-  41 35 01.75440(N)    071 18 59.00532(W) AD(       ) 3
 LW2458  NAD 83(1986)-  41 35 01.75462(N)    071 18 59.00372(W) AD(       ) 3
 LW2458  NAD 27      -  41 35 01.38700(N)    071 19 00.81000(W) AD(       ) 3
 LW2458
 LW2458.Superseded values are not recommended for survey control.
 LW2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2458.See file dsdata.txt to determine how the superseded data were derived.
 LW2458
 LW2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0691106161(NAD 83)
 LW2458_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2458_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2458+STABILITY: SURFACE MOTION
 LW2458
 LW2458  HISTORY     - Date     Condition        Report By
 LW2458  HISTORY     - 1913     MONUMENTED       CGS
 LW2458  HISTORY     - 1943     SEE DESCRIPTION  CGS
 LW2458
 LW2458                          STATION DESCRIPTION
 LW2458
 LW2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2458'STATION IS ON THE SE SHORE OF PRUDENCE ISLAND, ABOUT 1-3/4 MILES
 LW2458'SW OF THE LIGHTHOUSE AND 18 FEET BACK FROM THE EDGE OF THE LOW
 LW2458'BLUFF.  THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 LW2458'CONCRETE AS DESCRIBED IN NOTE 1A.  THE SUBSURFACE MARK IS A BLOCK
 LW2458'OF CONCRETE, WITH A TRIANGLE AND 1913 C. AND G.S. ON ITS TOP
 LW2458'SURFACE.  TWO REFERENCE MARKS, EACH A DRILL HOLE IN A ROCK WITH
 LW2458'AN ARROW POINTING TOWARD THE STATION, ARE, RESPECTIVELY, 14.23
 LW2458'METERS (46.7 FEET) E BY N AND 12.04 METERS (39.5 FEET) SE BY S
 LW2458'FROM THE STATION.
 LW2458
 LW2458                          STATION RECOVERY (1943)
 LW2458
 LW2458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2458'STATION IS ON THE SE SHORE OF PRUDENCE ISLAND ABOUT 1-3/4 MILES
 LW2458'SW OF PRUDENCE ISLAND LIGHTHOUSE.  IT IS ON THE END OF A SLIGHT
 LW2458'POINT DIRECTLY W OF DYER ISLAND AND 200 METERS NE OF THE N OF
 LW2458'TWO TIMBER DOCKS ON THE SE SHORE OF PRUDENCE ISLAND.  STATION IS
 LW2458'ABOUT 20 FEET FROM THE EDGE OF A LOW BLUFF AND SURROUNDED BY
 LW2458'PILES OF EARTH EXCAVATED DURING CONSTRUCTION OF THE ROAD
 LW2458'NEARBY.  THE SURFACE MARK IS GONE AND THE REFERENCE MARKS ARE
 LW2458'APPARENTLY BURIED BENEATH THE PILES OF EARTH.
 LW2458'
 LW2458'THE SUBSURFACE MARK WAS RAISED TO THE SURFACE OF THE GROUND BY
 LW2458'THE P.W.D. AND IS SURROUNDED BY A TRIANGULAR WOODEN FENCE.  IT
 LW2458'IS RECOMMENDED THE STATION BE CHECKED BEFORE BEING USED FOR
 LW2458'EXTENDED CONTROL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3522 ***********************************************************************
 LW3522  DESIGNATION -  BATES
 LW3522  PID         -  LW3522
 LW3522  STATE/COUNTY-  RI/KENT
 LW3522  USGS QUAD   -  SLOCUM (1975)
 LW3522
 LW3522                         *CURRENT SURVEY CONTROL
 LW3522  ___________________________________________________________________
 LW3522* NAD 83(1996)-  41 37 07.02382(N)    071 33 45.88206(W)     ADJUSTED  
 LW3522* NAVD 88     -       149.1    (meters)     489.     (feet)  VERTCON   
 LW3522  ___________________________________________________________________
 LW3522  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 LW3522  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW3522
 LW3522  HORZ ORDER  -  FIRST
 LW3522
 LW3522.The horizontal coordinates were established by classical geodetic methods
 LW3522.and adjusted by the National Geodetic Survey in August 1998..
 LW3522
 LW3522.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3522
 LW3522.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3522
 LW3522.The geoid height was determined by GEOID03.
 LW3522
 LW3522;                    North         East     Units Scale Factor Converg.
 LW3522;SPC RI       -    59,450.589    94,770.635   MT  0.99999409   -0 02 30.0
 LW3522;SPC RI       -   195,047.47    310,926.66   sFT  0.99999409   -0 02 30.0
 LW3522;UTM  19      - 4,610,605.740   286,488.445   MT  1.00016103   -1 42 09.9
 LW3522
 LW3522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3522!SPC RI       -   0.99998133  x   0.99999409  =   0.99997542
 LW3522!UTM  19      -   0.99998133  x   1.00016103  =   1.00014235
 LW3522
 LW3522|---------------------------------------------------------------------|
 LW3522| PID    Reference Object                     Distance      Geod. Az  |
 LW3522|                                                           dddmmss.s |
 LW3522| CB7091 BATES RM 1                           22.458 METERS 01905     |
 LW3522| LW1388 EXETER                              APPROX. 6.0 KM 1420908.3 |
 LW3522| CB7092 BATES RM 2                           19.746 METERS 28243     |
 LW3522| CB7093 BATES RM 3                           75.785 METERS 32839     |
 LW3522|---------------------------------------------------------------------|
 LW3522
 LW3522                          SUPERSEDED SURVEY CONTROL
 LW3522
 LW3522  NAD 83(1996)-  41 37 07.02283(N)    071 33 45.88148(W) AD(       ) 1
 LW3522  NAD 83(1992)-  41 37 07.02245(N)    071 33 45.88131(W) AD(       ) 1
 LW3522  NAD 83(1992)-  41 37 07.02173(N)    071 33 45.88126(W) AD(       ) 1
 LW3522  NAD 83(1986)-  41 37 07.02167(N)    071 33 45.88107(W) AD(       ) 1
 LW3522  NAD 27      -  41 37 06.65952(N)    071 33 47.65924(W) AD(       ) 1
 LW3522  NGVD 29 (07/19/86)  149.4    (m)          490.     (f) VERT ANG       
 LW3522
 LW3522.Superseded values are not recommended for survey control.
 LW3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3522.See file dsdata.txt to determine how the superseded data were derived.
 LW3522
 LW3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8648810606(NAD 83)
 LW3522_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3522+STABILITY: SURFACE MOTION
 LW3522
 LW3522  HISTORY     - Date     Condition        Report By
 LW3522  HISTORY     - 1969     MONUMENTED       CGS
 LW3522
 LW3522                          STATION DESCRIPTION
 LW3522
 LW3522'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3522'THE STATION IS LOCATED ABOUT 3-3/4 MILES EAST OF NOOSENECK,
 LW3522'3-1/2 MILES WEST OF FRENCH TOWN, 3 MILES NORTHWEST OF EXETER AND
 LW3522'ON PROPERTY OWNED BY MRS. ANNIE E. GRAVATT.
 LW3522'
 LW3522'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND
 LW3522'INTERSTATE HIGHWAY 95, ABOUT 4 MILES SOUTHWEST OF COVENTRY, GO
 LW3522'SOUTH ON STATE HIGHWAY 3 FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN
 LW3522'LEFT AND GO EAST ON DIVISION ROAD FOR 1.85 MILES TO A
 LW3522'CROSSROAD.  TURN RIGHT AND GO SOUTHERLY ON HOPKINS HILL ROAD
 LW3522'FOR 0.65 MILE TO AN OBLIQUE CROSSROAD.  CONTINUE SOUTHERLY ON
 LW3522'HOPKINS HILL ROAD FOR 1.7 MILES TO A SIDE ROAD LEFT.  (BATES
 LW3522'TRAIL) CONTINUE SOUTH ON HOPKINS HILL ROAD FOR ABOUT 100 FEET
 LW3522'TO A WOODS ROAD LEFT.  TURN LEFT AND GO EAST ON THE WOODS
 LW3522'ROAD FOR 0.05 MILE TO THE TOP OF A LOW HILL AND THE STATION
 LW3522'SET IN THE APPROXIMATE CENTER OF FOUR CONCRETE FOOTINGS.
 LW3522'
 LW3522'STATION MARK, A STANDARD DISK STAMPED BATES 1968 IS SET IN A
 LW3522'ROUND CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 LW3522'SURFACE.  IT IS 26 FEET NORTHWEST OF A TWIN TRUNK OAK TREE, 24
 LW3522'FEET SOUTHWEST OF A 10-INCH OAK TREE AND 20.5 FEET WEST OF A
 LW3522'METAL WITNESS POST.
 LW3522'
 LW3522'RM 1, A STANDARD DISK STAMPED BATES NO 1 1968 IS SET IN A
 LW3522'DRILL HOLE IN A BOULDER.  IT PROJECTS 1 FOOT.  IT IS 17 FEET
 LW3522'EAST OF A TWIN TRUNK OAK TREE, 13 FEET WEST OF AN 8-INCH OAK
 LW3522'TREE AND 2.7 FEET SOUTHWEST OF A METAL WITNESS POST.
 LW3522'
 LW3522'RM 2, A STANDARD DISK STAMPED BATES NO 2 1968 IS SET IN A
 LW3522'DRILL HOLE IN A BOULDER WHICH PROJECTS 2 FEET.  IT IS 10 FEET
 LW3522'WEST OF A 12-INCH OAK TREE, 6.5 FEET NORTHEAST OF THE CENTER
 LW3522'OF THE WOODS ROAD AND 1.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 LW3522'
 LW3522'RM 3, A STANDARD DISK STAMPED BATES NO 3 1968 IS SET IN A
 LW3522'DRILL HOLE IN A BOULDER WHICH PROJECTS 3 FEET.  IT IS 64 FEET
 LW3522'EAST OF THE CENTER OF THE WOODS ROAD, 19.5 FEET SOUTHWEST OF
 LW3522'A 12-INCH OAK TREE, 17 FEET SOUTHEAST OF A 14-INCH OAK TREE AND
 LW3522'3.4 FEET NORTHWEST OF A METAL WITNESS POST.
 LW3522'
 LW3522'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0655 ***********************************************************************
 LW0655  DESIGNATION -  BATTERY 108
 LW0655  PID         -  LW0655
 LW0655  STATE/COUNTY-  RI/WASHINGTON
 LW0655  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0655
 LW0655                         *CURRENT SURVEY CONTROL
 LW0655  ___________________________________________________________________
 LW0655* NAD 83(1996)-  41 22 53.77569(N)    071 28 59.77034(W)     ADJUSTED  
 LW0655* NAVD 88     -        19.14   (+/-2cm)      62.8    (feet)  VERTCON   
 LW0655  ___________________________________________________________________
 LW0655  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 LW0655  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LW0655
 LW0655  HORZ ORDER  -  SECOND
 LW0655  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LW0655
 LW0655.The horizontal coordinates were established by classical geodetic methods
 LW0655.and adjusted by the National Geodetic Survey in August 1998..
 LW0655
 LW0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0655.The vertical order pertains to the NGVD 29 superseded value.
 LW0655
 LW0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0655
 LW0655.The geoid height was determined by GEOID03.
 LW0655
 LW0655;                    North         East     Units Scale Factor Converg.
 LW0655;SPC RI       -    33,125.432   101,399.462   MT  0.99999377   +0 00 39.8
 LW0655;SPC RI       -   108,679.02    332,674.73   sFT  0.99999377   +0 00 39.8
 LW0655;UTM  19      - 4,584,095.867   292,354.094   MT  1.00013065   -1 38 31.9
 LW0655
 LW0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0655!SPC RI       -   1.00000176  x   0.99999377  =   0.99999553
 LW0655!UTM  19      -   1.00000176  x   1.00013065  =   1.00013241
 LW0655
 LW0655:                Primary Azimuth Mark                     Grid Az
 LW0655:SPC RI       -  BATTERY 109                              251 27 54.0
 LW0655:UTM  19      -  BATTERY 109                              253 07 05.7
 LW0655
 LW0655|---------------------------------------------------------------------|
 LW0655| PID    Reference Object                     Distance      Geod. Az  |
 LW0655|                                                           dddmmss.s |
 LW0655| LW0660 BATTERY 109                         APPROX. 0.7 KM 2512833.8 |
 LW0655|---------------------------------------------------------------------|
 LW0655
 LW0655                          SUPERSEDED SURVEY CONTROL
 LW0655
 LW0655  NAD 83(1996)-  41 22 53.77476(N)    071 28 59.76920(W) AD(       ) 2
 LW0655  NAD 83(1992)-  41 22 53.77431(N)    071 28 59.76965(W) AD(       ) 2
 LW0655  NAD 83(1992)-  41 22 53.77312(N)    071 28 59.76938(W) AD(       ) 2
 LW0655  NAD 83(1986)-  41 22 53.77266(N)    071 28 59.76883(W) AD(       ) 2
 LW0655  NAD 27      -  41 22 53.40500(N)    071 29 01.56000(W) AD(       ) 2
 LW0655  NGVD 29 (??/??/92)   19.422  (m)           63.72   (f) ADJ UNCH    2 0
 LW0655
 LW0655.Superseded values are not recommended for survey control.
 LW0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0655.See file dsdata.txt to determine how the superseded data were derived.
 LW0655
 LW0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9235484096(NAD 83)
 LW0655_MARKER: DS = TRIANGULATION STATION DISK
 LW0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0655_STAMPING: BATTERY 108 1943
 LW0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0655+STABILITY: SURFACE MOTION
 LW0655
 LW0655  HISTORY     - Date     Condition        Report By
 LW0655  HISTORY     - 1943     MONUMENTED       CGS
 LW0655  HISTORY     - 1943     GOOD             CGS
 LW0655  HISTORY     - 1954     GOOD             CGS
 LW0655  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW0655
 LW0655                          STATION DESCRIPTION
 LW0655
 LW0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0655'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT GREENE, ON
 LW0655'POINT JUDITH.  SURFACE STATION MARK IS A STANDARD DISK, STAMPED
 LW0655'BATTERY 108 1943 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LW0655'THE GROUND.
 LW0655'
 LW0655'UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 LW0655'CONCRETE POST.
 LW0655'
 LW0655'THERE ARE NO REFERENCE MARKS.
 LW0655'
 LW0655'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LW0655
 LW0655                          STATION RECOVERY (1943)
 LW0655
 LW0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0655'AT POINT JUDITH.
 LW0655'AT FORT GREENE SOUTH OF A LARGE WATER TOWER, SOUTHWEST OF A SMALL
 LW0655'WATER TOWER, AND ON THE TOP OF A LARGE BATTERY FACING SOUTH.
 LW0655'A STANDARD TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE
 LW0655'POST FLUSH WITH THE GROUND.
 LW0655
 LW0655                          STATION RECOVERY (1954)
 LW0655
 LW0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0655'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 LW0655'WITH THE FOLLOWING ADDITION--
 LW0655'
 LW0655'THE STATION IS IN THE APPROXIMATE CENTER OF THE TOP OF THE BUNKER,
 LW0655'AND ABOUT ON RANGE BETWEEN POINT JUDITH TANK AND POINT JUDITH
 LW0655'LIGHTHOUSE.
 LW0655
 LW0655                          STATION RECOVERY (1994)
 LW0655
 LW0655'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0660 ***********************************************************************
 LW0660  DESIGNATION -  BATTERY 109
 LW0660  PID         -  LW0660
 LW0660  STATE/COUNTY-  RI/WASHINGTON
 LW0660  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0660
 LW0660                         *CURRENT SURVEY CONTROL
 LW0660  ___________________________________________________________________
 LW0660* NAD 83(1996)-  41 22 46.07124(N)    071 29 30.29483(W)     ADJUSTED  
 LW0660* NAVD 88     -        22.54   (+/-2cm)      74.0    (feet)  VERTCON   
 LW0660  ___________________________________________________________________
 LW0660  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 LW0660  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0660
 LW0660  HORZ ORDER  -  SECOND
 LW0660  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LW0660
 LW0660.The horizontal coordinates were established by classical geodetic methods
 LW0660.and adjusted by the National Geodetic Survey in August 1998..
 LW0660
 LW0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0660.The vertical order pertains to the NGVD 29 superseded value.
 LW0660
 LW0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0660
 LW0660.The geoid height was determined by GEOID03.
 LW0660
 LW0660;                    North         East     Units Scale Factor Converg.
 LW0660;SPC RI       -    32,887.646   100,690.235   MT  0.99999376   +0 00 19.6
 LW0660;SPC RI       -   107,898.89    330,347.88   sFT  0.99999376   +0 00 19.6
 LW0660;UTM  19      - 4,583,878.612   291,638.203   MT  1.00013432   -1 38 51.9
 LW0660
 LW0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0660!SPC RI       -   1.00000123  x   0.99999376  =   0.99999499
 LW0660!UTM  19      -   1.00000123  x   1.00013432  =   1.00013555
 LW0660
 LW0660|---------------------------------------------------------------------|
 LW0660| PID    Reference Object                     Distance      Geod. Az  |
 LW0660|                                                           dddmmss.s |
 LW0660| LW2980 BC 2                                183.738 METERS 06356     |
 LW0660| LW2926 TOWER 7                             APPROX. 1.3 KM 0652414.7 |
 LW0660| LW0661 POINT JUDITH                        APPROX. 0.9 KM 1660521.1 |
 LW0660|---------------------------------------------------------------------|
 LW0660
 LW0660                          SUPERSEDED SURVEY CONTROL
 LW0660
 LW0660  NAD 83(1996)-  41 22 46.07029(N)    071 29 30.29371(W) AD(       ) 2
 LW0660  NAD 83(1992)-  41 22 46.06986(N)    071 29 30.29413(W) AD(       ) 2
 LW0660  NAD 83(1992)-  41 22 46.06865(N)    071 29 30.29391(W) AD(       ) 2
 LW0660  NAD 83(1986)-  41 22 46.06820(N)    071 29 30.29341(W) AD(       ) 2
 LW0660  NAD 27      -  41 22 45.70100(N)    071 29 32.08300(W) AD(       ) 2
 LW0660  NGVD 29 (??/??/92)   22.819  (m)           74.87   (f) ADJ UNCH    2 0
 LW0660
 LW0660.Superseded values are not recommended for survey control.
 LW0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0660.See file dsdata.txt to determine how the superseded data were derived.
 LW0660
 LW0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9163883879(NAD 83)
 LW0660_MARKER: DS = TRIANGULATION STATION DISK
 LW0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0660_STAMPING: BATTERY 109 1943
 LW0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0660+STABILITY: SURFACE MOTION
 LW0660
 LW0660  HISTORY     - Date     Condition        Report By
 LW0660  HISTORY     - 1943     MONUMENTED       CGS
 LW0660  HISTORY     - 1943     GOOD             CGS
 LW0660  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW0660  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW0660
 LW0660                          STATION DESCRIPTION
 LW0660
 LW0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0660'STATION IS LOCATED AT THE GOVERNMENT RESERVATION OF FORT GREENE.
 LW0660'IT IS A STANDARD STATION DISK, STAMPED BATTERY 109 1943 AND SET IN
 LW0660'THE TOP OF A CONCRETE POST.
 LW0660
 LW0660                          STATION RECOVERY (1943)
 LW0660
 LW0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0660'AT POINT JUDITH.
 LW0660'AT POINT JUDITH, WASHINGTON COUNTY, AT FORT GREENE, SOUTHWEST
 LW0660'OF A LARGE WATER TOWER, WEST-SOUTHWEST OF A SMALL WATER TOWER,
 LW0660'AND ON THE TOP OF A BATTERY FACING SOUTHEAST.  A STANDARD
 LW0660'TRIANGULATION DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LW0660'THE GROUND.
 LW0660
 LW0660                          STATION RECOVERY (1954)
 LW0660
 LW0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0660'LOST.  THE STATION COULD NOT BE FOUND AFTER AN EXTENSIVE SEARCH.
 LW0660'THE DESCRIPTION IS VERY INCOMPLETE, AND THE AREA IS COVERED BY
 LW0660'GRASS AND SCRUB.  THE STATION MIGHT BE RECOVERED BY MORE EXTENSIVE
 LW0660'METHODS.
 LW0660
 LW0660                          STATION RECOVERY (1994)
 LW0660
 LW0660'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0665 ***********************************************************************
 LW0665  DESIGNATION -  BATTERY 211
 LW0665  PID         -  LW0665
 LW0665  STATE/COUNTY-  RI/WASHINGTON
 LW0665  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0665
 LW0665                         *CURRENT SURVEY CONTROL
 LW0665  ___________________________________________________________________
 LW0665* NAD 83(1996)-  41 21 43.38853(N)    071 29 07.17324(W)     ADJUSTED  
 LW0665* NAVD 88     -        10.38   (+/-2cm)      34.1    (feet)  VERTCON   
 LW0665  ___________________________________________________________________
 LW0665  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 LW0665  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW0665
 LW0665  HORZ ORDER  -  SECOND
 LW0665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LW0665
 LW0665.The horizontal coordinates were established by classical geodetic methods
 LW0665.and adjusted by the National Geodetic Survey in August 1998..
 LW0665
 LW0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0665.The vertical order pertains to the NGVD 29 superseded value.
 LW0665
 LW0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0665
 LW0665.The geoid height was determined by GEOID03.
 LW0665
 LW0665;                    North         East     Units Scale Factor Converg.
 LW0665;SPC RI       -    30,953.949   101,227.820   MT  0.99999377   +0 00 34.9
 LW0665;SPC RI       -   101,554.75    332,111.61   sFT  0.99999377   +0 00 34.9
 LW0665;UTM  19      - 4,581,929.941   292,119.854   MT  1.00013185   -1 38 34.5
 LW0665
 LW0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0665!SPC RI       -   1.00000314  x   0.99999377  =   0.99999691
 LW0665!UTM  19      -   1.00000314  x   1.00013185  =   1.00013499
 LW0665
 LW0665|---------------------------------------------------------------------|
 LW0665| PID    Reference Object                     Distance      Geod. Az  |
 LW0665|                                                           dddmmss.s |
 LW0665| LW2914 PT JUDITH DP                        337.614 METERS 02554     |
 LW0665| LW2911 PT JUDITH CRF                       401.655 METERS 3290544.7 |
 LW0665| LW0664 REMBIJAS                            210.227 METERS 35010     |
 LW0665|---------------------------------------------------------------------|
 LW0665
 LW0665                          SUPERSEDED SURVEY CONTROL
 LW0665
 LW0665  NAD 83(1996)-  41 21 43.38756(N)    071 29 07.17203(W) AD(       ) 2
 LW0665  NAD 83(1992)-  41 21 43.38716(N)    071 29 07.17256(W) AD(       ) 2
 LW0665  NAD 83(1992)-  41 21 43.38590(N)    071 29 07.17227(W) AD(       ) 2
 LW0665  NAD 83(1986)-  41 21 43.38540(N)    071 29 07.17181(W) AD(       ) 2
 LW0665  NAD 27      -  41 21 43.01800(N)    071 29 08.96300(W) AD(       ) 2
 LW0665  NGVD 29 (??/??/92)   10.660  (m)           34.97   (f) ADJ UNCH    2 0
 LW0665
 LW0665.Superseded values are not recommended for survey control.
 LW0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0665.See file dsdata.txt to determine how the superseded data were derived.
 LW0665
 LW0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9212081930(NAD 83)
 LW0665_MARKER: DS = TRIANGULATION STATION DISK
 LW0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0665_STAMPING: BATTERY 211 1943
 LW0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0665+STABILITY: SURFACE MOTION
 LW0665
 LW0665  HISTORY     - Date     Condition        Report By
 LW0665  HISTORY     - 1943     MONUMENTED       CGS
 LW0665  HISTORY     - 1943     GOOD             CGS
 LW0665  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW0665  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW0665
 LW0665                          STATION DESCRIPTION
 LW0665
 LW0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0665'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT GREENE,
 LW0665'ABOUT 0.2 MI. W-NW OF POINT JUDITH LIGHTHOUSE.  SURFACE STATION
 LW0665'MARK IS A STANDARD STATION DISK, STAMPED BATTERY 211 1943 AND SET
 LW0665'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0665'
 LW0665'THE UNDERGROUND MARK IS A STANDARD DISK SET IN THE TOP OF A
 LW0665'CONCRETE POST.
 LW0665'
 LW0665'THERE ARE NO REFERENCE MARKS.
 LW0665'
 LW0665'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LW0665
 LW0665                          STATION RECOVERY (1943)
 LW0665
 LW0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0665'AT POINT JUDITH.
 LW0665'AT FORT GREENE, 0.25 MILE (AIRLINE) NORTHWEST OF THE POINT
 LW0665'JUDITH LIGHTHOUSE, AND SOUTH OF A LARGE WATER TANK.  A STANDARD
 LW0665'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 LW0665'FLUSH WITH THE GROUND.
 LW0665
 LW0665                          STATION RECOVERY (1954)
 LW0665
 LW0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0665'LOST.  THE STATION COULD NOT BE FOUND AFTER AN EXTENSIVE SEARCH.
 LW0665'THE DESCRIPTION IS VERY INCOMPLETE, AND THE AREA IS COVERED BY
 LW0665'THICK GRASS.  THE STATION MIGHT BE RECOVERED BY MORE EXTENSIVE
 LW0665'METHODS.
 LW0665
 LW0665                          STATION RECOVERY (1994)
 LW0665
 LW0665'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0617 ***********************************************************************
 LW0617  DESIGNATION -  BATTERY 212
 LW0617  PID         -  LW0617
 LW0617  STATE/COUNTY-  RI/NEWPORT
 LW0617  USGS QUAD   -  SAKONNET POINT (1970)
 LW0617
 LW0617                         *CURRENT SURVEY CONTROL
 LW0617  ___________________________________________________________________
 LW0617* NAD 83(1996)-  41 27 34.47627(N)    071 11 16.69883(W)     ADJUSTED  
 LW0617* NAVD 88     -         5.913  (meters)      19.40   (feet)  ADJUSTED  
 LW0617  ___________________________________________________________________
 LW0617  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LW0617  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW0617  DYNAMIC HT  -           5.911 (meters)      19.39  (feet)  COMP
 LW0617  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 LW0617
 LW0617  HORZ ORDER  -  SECOND
 LW0617  VERT ORDER  -  SECOND    CLASS 0
 LW0617
 LW0617.The horizontal coordinates were established by classical geodetic methods
 LW0617.and adjusted by the National Geodetic Survey in August 1998..
 LW0617
 LW0617.The orthometric height was determined by differential leveling
 LW0617.and adjusted by the National Geodetic Survey in June 1991..
 LW0617
 LW0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0617
 LW0617.The geoid height was determined by GEOID03.
 LW0617
 LW0617.The dynamic height is computed by dividing the NAVD 88
 LW0617.geopotential number by the normal gravity value computed on the
 LW0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0617.degrees latitude (g = 980.6199 gals.).
 LW0617
 LW0617.The modeled gravity was interpolated from observed gravity values.
 LW0617
 LW0617;                    North         East     Units Scale Factor Converg.
 LW0617;SPC RI       -    41,832.014   126,069.199   MT  1.00000211   +0 12 23.7
 LW0617;SPC RI       -   137,243.87    413,612.03   sFT  1.00000211   +0 12 23.7
 LW0617;SPC MA M     -   801,093.109   226,070.527   MT  1.00004756   +0 12 34.6
 LW0617;SPC MA M     - 2,628,252.98    741,699.72   sFT  1.00004756   +0 12 34.6
 LW0617;UTM  19      - 4,592,087.150   317,266.733   MT  1.00001095   -1 26 56.5
 LW0617
 LW0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0617!SPC RI       -   1.00000376  x   1.00000211  =   1.00000587
 LW0617!SPC MA M     -   1.00000376  x   1.00004756  =   1.00005132
 LW0617!UTM  19      -   1.00000376  x   1.00001095  =   1.00001471
 LW0617
 LW0617                          SUPERSEDED SURVEY CONTROL
 LW0617
 LW0617  NAD 83(1996)-  41 27 34.47635(N)    071 11 16.69834(W) AD(       ) 2
 LW0617  NAD 83(1992)-  41 27 34.47437(N)    071 11 16.69824(W) AD(       ) 2
 LW0617  NAD 83(1992)-  41 27 34.47430(N)    071 11 16.69788(W) AD(       ) 2
 LW0617  NAD 83(1986)-  41 27 34.47473(N)    071 11 16.69594(W) AD(       ) 2
 LW0617  NAD 27      -  41 27 34.10200(N)    071 11 18.53000(W) AD(       ) 2
 LW0617  NGVD 29 (??/??/92)    6.138  (m)           20.14   (f) ADJ UNCH    2 0
 LW0617
 LW0617.Superseded values are not recommended for survey control.
 LW0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0617.See file dsdata.txt to determine how the superseded data were derived.
 LW0617
 LW0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1726792087(NAD 83)
 LW0617_MARKER: DS = TRIANGULATION STATION DISK
 LW0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0617_STAMPING: BATTERY 212 1943
 LW0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0617+STABILITY: SURFACE MOTION
 LW0617
 LW0617  HISTORY     - Date     Condition        Report By
 LW0617  HISTORY     - 1943     MONUMENTED       CGS
 LW0617  HISTORY     - 1943     GOOD             CGS
 LW0617
 LW0617                          STATION DESCRIPTION
 LW0617
 LW0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0617'STATION IS LOCATED ON THE MILITARY RESERVATION AT SAKONNET POINT.
 LW0617'IT IS IN FRONT OF THE EARTH-COVERED MAGAZINE OF BATTERY 212.  IT
 LW0617'IS STAMPED BATTERY 212 AND IS FLUSH WITH THE GROUND.  THERE ARE NO
 LW0617'REFERENCE MARKS.
 LW0617'
 LW0617'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION SAKONNET.
 LW0617
 LW0617                          STATION RECOVERY (1943)
 LW0617
 LW0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0617'AT SAKONNET POINT.
 LW0617'AT SAKONNET POINT, SET NEAR THE WEST END OF BATTERY 212, 49 FEET
 LW0617'NORTH OF THE SOUTHERNMOST WIRE FENCE, 39 FEET SOUTHEAST OF THE
 LW0617'WEST-MOST GUN (NO. 1), A TRIANGULATION STATION DISK SET IN TOP
 LW0617'OF A CONCRETE POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0639 ***********************************************************************
 LW0639  DESIGNATION -  BATTERY 213
 LW0639  PID         -  LW0639
 LW0639  STATE/COUNTY-  RI/NEWPORT
 LW0639  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0639
 LW0639                         *CURRENT SURVEY CONTROL
 LW0639  ___________________________________________________________________
 LW0639* NAD 83(1996)-  41 27 12.63160(N)    071 23 54.06888(W)     ADJUSTED  
 LW0639* NAVD 88     -        21.239  (meters)      69.68   (feet)  ADJUSTED  
 LW0639  ___________________________________________________________________
 LW0639  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW0639  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW0639  DYNAMIC HT  -          21.231 (meters)      69.66  (feet)  COMP
 LW0639  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 LW0639
 LW0639  HORZ ORDER  -  SECOND
 LW0639  VERT ORDER  -  SECOND    CLASS 0
 LW0639
 LW0639.The horizontal coordinates were established by classical geodetic methods
 LW0639.and adjusted by the National Geodetic Survey in August 1998..
 LW0639
 LW0639.The orthometric height was determined by differential leveling
 LW0639.and adjusted by the National Geodetic Survey in June 1991..
 LW0639
 LW0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0639
 LW0639.The geoid height was determined by GEOID03.
 LW0639
 LW0639.The dynamic height is computed by dividing the NAVD 88
 LW0639.geopotential number by the normal gravity value computed on the
 LW0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0639.degrees latitude (g = 980.6199 gals.).
 LW0639
 LW0639.The modeled gravity was interpolated from observed gravity values.
 LW0639
 LW0639;                    North         East     Units Scale Factor Converg.
 LW0639;SPC RI       -    41,116.082   108,493.194   MT  0.99999464   +0 04 02.3
 LW0639;SPC RI       -   134,895.01    355,948.09   sFT  0.99999464   +0 04 02.3
 LW0639;UTM  19      - 4,591,879.303   299,676.431   MT  1.00009388   -1 35 17.8
 LW0639
 LW0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0639!SPC RI       -   1.00000140  x   0.99999464  =   0.99999604
 LW0639!UTM  19      -   1.00000140  x   1.00009388  =   1.00009528
 LW0639
 LW0639|---------------------------------------------------------------------|
 LW0639| PID    Reference Object                     Distance      Geod. Az  |
 LW0639|                                                           dddmmss.s |
 LW0639| LW2970 BC 6                                159.626 METERS 03634     |
 LW0639| LW2971 H E C P                             163.380 METERS 03737     |
 LW0639| LW0640 BATTERY WHITING                     237.044 METERS 15019     |
 LW0639| LW2981 BEAVER                              339.818 METERS 19033     |
 LW0639|---------------------------------------------------------------------|
 LW0639
 LW0639                          SUPERSEDED SURVEY CONTROL
 LW0639
 LW0639  NAD 83(1996)-  41 27 12.63102(N)    071 23 54.06794(W) AD(       ) 2
 LW0639  NAD 83(1992)-  41 27 12.63008(N)    071 23 54.06823(W) AD(       ) 2
 LW0639  NAD 83(1992)-  41 27 12.62936(N)    071 23 54.06786(W) AD(       ) 2
 LW0639  NAD 83(1986)-  41 27 12.62942(N)    071 23 54.06601(W) AD(       ) 2
 LW0639  NAD 27      -  41 27 12.26300(N)    071 23 55.86400(W) AD(       ) 2
 LW0639  NGVD 29 (??/??/92)   21.512  (m)           70.58   (f) ADJ UNCH    2 0
 LW0639
 LW0639.Superseded values are not recommended for survey control.
 LW0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0639.See file dsdata.txt to determine how the superseded data were derived.
 LW0639
 LW0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9967691879(NAD 83)
 LW0639_MARKER: DS = TRIANGULATION STATION DISK
 LW0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0639_STAMPING: BATTERY 213 1943
 LW0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0639+STABILITY: SURFACE MOTION
 LW0639
 LW0639  HISTORY     - Date     Condition        Report By
 LW0639  HISTORY     - 1943     MONUMENTED       CGS
 LW0639  HISTORY     - 1969     GOOD             CGS
 LW0639  HISTORY     - 1969     GOOD             NGS
 LW0639
 LW0639                          STATION DESCRIPTION
 LW0639
 LW0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0639'THE STATION IS ON THE S END OF CONANICUT ISLAND, WHICH END IS
 LW0639'KNOWN AS BEAVERTAIL POINT, INSIDE FORT BURNSIDE, AND ABOUT 1/2 MI.
 LW0639'N OF BEAVERTAIL LIGHTHOUSE.  IT IS ON THE SE EDGE OF THE TOP OF A
 LW0639'PROMINENT EARTH MOUND IN THE CENTRAL PART OF THE FORT, 98.5 FT.
 LW0639'S-SW OF ONE, AND 79.3 FT. E OF ANOTHER 6-IN. IRON PIPE THAT
 LW0639'PROJECTS ABOUT 15 FT. ABOVE THE TOP OF THE MOUND.  SURFACE STATION
 LW0639'MARK IS A STANDARD STATION DISK, STAMPED BATTERY 213 1943 AND SET
 LW0639'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 IN.
 LW0639'
 LW0639'THE UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP OF
 LW0639'A CONCRETE POST.
 LW0639'
 LW0639'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW0639
 LW0639                          STATION RECOVERY (1969)
 LW0639
 LW0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RG)
 LW0639'THE STATION WAS RECOVERED IN SEPTEMBER 1969 AND IN GOOD CONDITION.
 LW0639'THE STATION MAY BE REACHED BY GOING 3.4 MILES SOUTHWEST ALONG
 LW0639'SOUTHWEST AVENUE AND BEAVERTAIL ROAD FROM THE POST OFFICE AT
 LW0639'JAMESTOWN, THENCE 0.05 MILE WEST ALONG A GRAVELED ROAD, ABOUT 0.35
 LW0639'MILE NORTH OF THE BEAVERTAIL LIGHTHOUSE, AT THE SOUTHEAST EDGE
 LW0639'AND ON THE TOP OF A PROMINENT MOUND WHICH IS ON THE TOP OF AN
 LW0639'ABANDONED CONCRETE FORT, 180 FEET SOUTH OF THE CENTER LINE OF THE
 LW0639'ROAD, 79.3 FEET EAST OF A 6 INCH PIPE WHICH PROJECTS 2 FEET ABOVE
 LW0639'THE GROUND, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW0639'GROUND AND ABOUT 30 FEET ABOVE THE LEVEL OF THE ROAD. THE DISK IS
 LW0639'STAMPED BATTERY 213 1943.  THE POST IS LEANING TO THE SOUTHEAST
 LW0639'BUT MAY POSSIBLY HAVE BEEN ESTABLISHED IN THIS MANNER.
 LW0639'
 LW0639'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3.45 MILES
 LW0639'SOUTHWEST OF JAMESTOWN.
 LW0639
 LW0639                          STATION RECOVERY (1969)
 LW0639
 LW0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0639'3.4 MI SW FROM JAMESTOWN.
 LW0639'3.4 MILES SOUTHWEST ALONG SOUTHWEST AVENUE AND BEAVERTAIL ROAD
 LW0639'FROM THE POST OFFICE AT JAMESTOWN, THENCE 0.05 MILE WEST ALONG
 LW0639'A GRAVELED ROAD, 0.35 MILE NORTH OF THE BEAVERTAIL LIGHTHOUSE
 LW0639'AT THE SOUTH END OF THE ISLAND, AT THE SOUTHEAST EDGE AND ON
 LW0639'TOP OF A PROMINENT MOUND WHICH IS ON TOP OF AN ABANDONED CONCRETE
 LW0639'FORT, 180 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD
 LW0639'ALONG THE SOUTH SIDE OF A GOVERNMENT RESERVATION, 79.3 FEET EAST
 LW0639'OF A 6 INCH PIPE WHICH PROJECTS 2 FEET ABOVE THE GROUND, SET IN
 LW0639'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 30
 LW0639'FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THE MARK IS LEANING TO
 LW0639'THE SOUTHEAST.  MAY POSSIBLY HAVE BEEN SET THIS WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0606 ***********************************************************************
 LW0606  DESIGNATION -  BATTERY REILLY GUN 2
 LW0606  PID         -  LW0606
 LW0606  STATE/COUNTY-  RI/NEWPORT
 LW0606  USGS QUAD   -  SAKONNET POINT (1970)
 LW0606
 LW0606                         *CURRENT SURVEY CONTROL
 LW0606  ___________________________________________________________________
 LW0606* NAD 83(1986)-  41 28 30.     (N)    071 10 24.     (W)     SCALED    
 LW0606* NAVD 88     -        10.305  (meters)      33.81   (feet)  ADJUSTED  
 LW0606  ___________________________________________________________________
 LW0606  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW0606  DYNAMIC HT  -          10.302 (meters)      33.80  (feet)  COMP
 LW0606  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 LW0606
 LW0606  VERT ORDER  -  SECOND    CLASS 0
 LW0606
 LW0606.The horizontal coordinates were scaled from a topographic map and have
 LW0606.an estimated accuracy of +/- 6 seconds.
 LW0606
 LW0606.The orthometric height was determined by differential leveling
 LW0606.and adjusted by the National Geodetic Survey in June 1991..
 LW0606
 LW0606.The geoid height was determined by GEOID03.
 LW0606
 LW0606.The dynamic height is computed by dividing the NAVD 88
 LW0606.geopotential number by the normal gravity value computed on the
 LW0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0606.degrees latitude (g = 980.6199 gals.).
 LW0606
 LW0606.The modeled gravity was interpolated from observed gravity values.
 LW0606
 LW0606;                    North         East    Units  Estimated Accuracy
 LW0606;SPC RI       -    43,550.      127,290.      MT  (+/- 180 meters Scaled)
 LW0606
 LW0606                          SUPERSEDED SURVEY CONTROL
 LW0606
 LW0606  NGVD 29 (??/??/92)   10.530  (m)           34.55   (f) ADJ UNCH    2 0
 LW0606
 LW0606.Superseded values are not recommended for survey control.
 LW0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0606.See file dsdata.txt to determine how the superseded data were derived.
 LW0606
 LW0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF185937(NAD 83)
 LW0606_MARKER: DS = TRIANGULATION STATION DISK
 LW0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0606_SP_SET: GUN HOUSING
 LW0606_STAMPING: BATTERY REILLY GUN NO 2 1943
 LW0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0606
 LW0606  HISTORY     - Date     Condition        Report By
 LW0606  HISTORY     - 1943     MONUMENTED       CGS
 LW0606  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0606
 LW0606                          STATION DESCRIPTION
 LW0606
 LW0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0606'AT FORT CHURCH.
 LW0606'AT FORT CHURCH, ABOUT 1 1/2 MILES NORTH OF WARREN POINT, EAST
 LW0606'OF THE MAIN HIGHWAY, ON THE SOUTHERN ONE OF TWO PROMINENT MOUNDS
 LW0606'AND DIRECTLY OVER THE PINTLE CENTER OF THE EASTERN ONE OF TWO
 LW0606'GUNS WHICH ARE HOUSED UNDER THE MOUND, 22 FEET WEST OF THE
 LW0606'EASTERN END OF THE TOP OF THE CONCRETE WALL, 3.5 FEET NORTH OF
 LW0606'THE SOUTHERN FACE OF WALL, ABOUT 2 FEET BELOW THE GROUND.
 LW0606'TRIANGULATION STATION DISK SET IN TOP OF GUN HOUSING.
 LW0606
 LW0606                          STATION RECOVERY (1969)
 LW0606
 LW0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0640 ***********************************************************************
 LW0640  DESIGNATION -  BATTERY WHITING
 LW0640  PID         -  LW0640
 LW0640  STATE/COUNTY-  RI/NEWPORT
 LW0640  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0640
 LW0640                         *CURRENT SURVEY CONTROL
 LW0640  ___________________________________________________________________
 LW0640* NAD 83(1996)-  41 27 05.95673(N)    071 23 49.01037(W)     ADJUSTED  
 LW0640* NAVD 88     -        10.485  (meters)      34.40   (feet)  ADJUSTED  
 LW0640  ___________________________________________________________________
 LW0640  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LW0640  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW0640  DYNAMIC HT  -          10.481 (meters)      34.39  (feet)  COMP
 LW0640  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 LW0640
 LW0640  HORZ ORDER  -  THIRD
 LW0640  VERT ORDER  -  SECOND    CLASS 0
 LW0640
 LW0640.The horizontal coordinates were established by classical geodetic methods
 LW0640.and adjusted by the National Geodetic Survey in August 1998..
 LW0640
 LW0640.The orthometric height was determined by differential leveling
 LW0640.and adjusted by the National Geodetic Survey in June 1991..
 LW0640
 LW0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0640
 LW0640.The geoid height was determined by GEOID03.
 LW0640
 LW0640.The dynamic height is computed by dividing the NAVD 88
 LW0640.geopotential number by the normal gravity value computed on the
 LW0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0640.degrees latitude (g = 980.6199 gals.).
 LW0640
 LW0640.The modeled gravity was interpolated from observed gravity values.
 LW0640
 LW0640;                    North         East     Units Scale Factor Converg.
 LW0640;SPC RI       -    40,910.298   108,610.846   MT  0.99999466   +0 04 05.6
 LW0640;SPC RI       -   134,219.87    356,334.08   sFT  0.99999466   +0 04 05.6
 LW0640;UTM  19      - 4,591,670.185   299,788.100   MT  1.00009333   -1 35 14.2
 LW0640
 LW0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0640!SPC RI       -   1.00000308  x   0.99999466  =   0.99999774
 LW0640!UTM  19      -   1.00000308  x   1.00009333  =   1.00009641
 LW0640
 LW0640|---------------------------------------------------------------------|
 LW0640| PID    Reference Object                     Distance      Geod. Az  |
 LW0640|                                                           dddmmss.s |
 LW0640| LW2981 BEAVER                              220.652 METERS 23430     |
 LW0640| LW2998 CRF WHITING 1943                     29.272 METERS 27538     |
 LW0640| LW0639 BATTERY 213                         237.044 METERS 33019     |
 LW0640| LW2970 BC 6                                334.865 METERS 35611     |
 LW0640| LW2971 H E C P                             335.816 METERS 35659     |
 LW0640|---------------------------------------------------------------------|
 LW0640
 LW0640                          SUPERSEDED SURVEY CONTROL
 LW0640
 LW0640  NAD 83(1996)-  41 27 05.95615(N)    071 23 49.00942(W) AD(       ) 3
 LW0640  NAD 83(1992)-  41 27 05.95521(N)    071 23 49.00972(W) AD(       ) 3
 LW0640  NAD 83(1992)-  41 27 05.95449(N)    071 23 49.00935(W) AD(       ) 3
 LW0640  NAD 83(1986)-  41 27 05.95455(N)    071 23 49.00751(W) AD(       ) 3
 LW0640  NAD 27      -  41 27 05.58800(N)    071 23 50.80600(W) AD(       ) 3
 LW0640  NGVD 29 (??/??/92)   10.758  (m)           35.30   (f) ADJ UNCH    2 0
 LW0640
 LW0640.Superseded values are not recommended for survey control.
 LW0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0640.See file dsdata.txt to determine how the superseded data were derived.
 LW0640
 LW0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9978891670(NAD 83)
 LW0640_MARKER: DS = TRIANGULATION STATION DISK
 LW0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0640+STABILITY: SURFACE MOTION
 LW0640
 LW0640  HISTORY     - Date     Condition        Report By
 LW0640  HISTORY     - 1943     MONUMENTED       CGS
 LW0640  HISTORY     - 1969     MARK NOT FOUND   CGS
 LW0640  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0640  HISTORY     - 20041222 MARK NOT FOUND   USPSQD
 LW0640
 LW0640                          STATION DESCRIPTION
 LW0640
 LW0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0640'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT BURNSIDE,
 LW0640'ON BEAVERTAIL POINT.  IT IS ABOUT 1/4 MI. N-NE OF THE BEAVERTAIL
 LW0640'LIGHTHOUSE.  IT IS ABOUT 60 FT. W-NW OF THE BLUFF ALONG THE E
 LW0640'SHORE.  SURFACE STATION MARK IS A STANDARD STATION DISK, STAMPED
 LW0640'BATTERY WHITING 1943 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 LW0640'WITH THE GROUND.
 LW0640'
 LW0640'THE UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP OF
 LW0640'A CONCRETE POST.
 LW0640'
 LW0640'THERE ARE NO REFERENCE MARKS.
 LW0640'
 LW0640'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LW0640
 LW0640                          STATION RECOVERY (1969)
 LW0640
 LW0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RG)
 LW0640'SEARCHED FOR BUT NOT RECOVERED THIS DATE OF SEPT. 8, 1969.  THE
 LW0640'DESCRIBED AREA IS OVERGROWN WITH THICK BRUSH.  MARK MAY STILL BE
 LW0640'INTACT BUT WAS UNABLE TO RECOVER IT.
 LW0640
 LW0640                          STATION RECOVERY (1969)
 LW0640
 LW0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0640'AT FORT BURNSIDE.
 LW0640'AT FORT BURNSIDE, 1/4 MILE NORTH OF THE BEAVERTAIL LIGHTHOUSE,
 LW0640'AND 60 FEET WEST-NORTHWEST OF THE BLUFF ALONG THE EAST SHORE,
 LW0640'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0640'NOTE-- SEARCHED FOR BUT NOT RECOVERED.  THE DESCRIBED AREA IS
 LW0640'OVERGROWN WITH THICK BRUSH AND MARK MAY BE COVERED OR DESTROYED.
 LW0640
 LW0640                          STATION RECOVERY (2004)
 LW0640
 LW0640'RECOVERY NOTE BY US POWER SQUADRON 2004 (TLG)
 LW0640'THE BRUSH HAS BEEN REMOVED REVEALING THE UNDERGROUND GUN DIRECTOR
 LW0640'BUILDING, THE AMMO STORAGE AND THE TWO GUN SITES (GUNS REMOVED).  A
 LW0640'MORE THOROUGH SEARCH MAY HAVE REVEALED THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2656 ***********************************************************************
 LW2656  DESIGNATION -  BAYVIEW HOTEL FLAG
 LW2656  PID         -  LW2656
 LW2656  STATE/COUNTY-  RI/PROVIDENCE
 LW2656  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2656
 LW2656                         *CURRENT SURVEY CONTROL
 LW2656  ___________________________________________________________________
 LW2656* NAD 83(1996)-  41 45 54.00843(N)    071 21 53.03581(W)     ADJUSTED  
 LW2656* NAVD 88     -                                                        
 LW2656  ___________________________________________________________________
 LW2656  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 LW2656  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW2656
 LW2656  HORZ ORDER  -  THIRD
 LW2656
 LW2656.The horizontal coordinates were established by classical geodetic methods
 LW2656.and adjusted by the National Geodetic Survey in August 1998..
 LW2656
 LW2656
 LW2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2656
 LW2656.The geoid height was determined by GEOID03.
 LW2656
 LW2656;                    North         East     Units Scale Factor Converg.
 LW2656;SPC RI       -    75,715.974   111,248.113   MT  0.99999531   +0 05 24.4
 LW2656;SPC RI       -   248,411.49    364,986.52   sFT  0.99999531   +0 05 24.4
 LW2656;UTM  19      - 4,626,387.922   303,433.214   MT  1.00007549   -1 34 32.1
 LW2656
 LW2656                          SUPERSEDED SURVEY CONTROL
 LW2656
 LW2656  NAD 83(1996)-  41 45 54.00818(N)    071 21 53.03569(W) AD(       ) 4
 LW2656  NAD 83(1992)-  41 45 54.00686(N)    071 21 53.03489(W) AD(       ) 4
 LW2656  NAD 83(1992)-  41 45 54.00660(N)    071 21 53.03490(W) AD(       ) 4
 LW2656  NAD 83(1986)-  41 45 54.00686(N)    071 21 53.03438(W) AD(       ) 4
 LW2656  NAD 27      -  41 45 53.67800(N)    071 21 54.88800(W) AD(       ) 3
 LW2656
 LW2656.Superseded values are not recommended for survey control.
 LW2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2656.See file dsdata.txt to determine how the superseded data were derived.
 LW2656
 LW2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0343326388(NAD 83)
 LW2656
 LW2656  HISTORY     - Date     Condition        Report By
 LW2656  HISTORY     - UNK      MONUMENTED
 LW2656  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2656  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2656
 LW2656                          STATION DESCRIPTION
 LW2656
 LW2656'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2656'THIS HOTEL WAS DESTROYED SEVERAL YEARS AGO.  NOTHING REMAINS
 LW2656'BUT THE CELLAR HOLE.
 LW2656
 LW2656                          STATION RECOVERY (1956)
 LW2656
 LW2656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2656'THE STATION IS DESTROYED.  THE HOTEL WAS REPORTED DESTROYED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0604 ***********************************************************************
 LW0604  DESIGNATION -  BC 10
 LW0604  PID         -  LW0604
 LW0604  STATE/COUNTY-  RI/NEWPORT
 LW0604  USGS QUAD   -  SAKONNET POINT (1970)
 LW0604
 LW0604                         *CURRENT SURVEY CONTROL
 LW0604  ___________________________________________________________________
 LW0604* NAD 83(1996)-  41 28 38.38231(N)    071 10 23.55511(W)     ADJUSTED  
 LW0604* NAVD 88     -        21.313  (meters)      69.92   (feet)  ADJUSTED  
 LW0604  ___________________________________________________________________
 LW0604  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 LW0604  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW0604  DYNAMIC HT  -          21.306 (meters)      69.90  (feet)  COMP
 LW0604  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 LW0604
 LW0604  HORZ ORDER  -  THIRD
 LW0604  VERT ORDER  -  SECOND    CLASS 0
 LW0604
 LW0604.The horizontal coordinates were established by classical geodetic methods
 LW0604.and adjusted by the National Geodetic Survey in August 1998..
 LW0604
 LW0604.The orthometric height was determined by differential leveling
 LW0604.and adjusted by the National Geodetic Survey in June 1991..
 LW0604
 LW0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0604
 LW0604.The geoid height was determined by GEOID03.
 LW0604
 LW0604.The dynamic height is computed by dividing the NAVD 88
 LW0604.geopotential number by the normal gravity value computed on the
 LW0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0604.degrees latitude (g = 980.6199 gals.).
 LW0604
 LW0604.The modeled gravity was interpolated from observed gravity values.
 LW0604
 LW0604;                    North         East     Units Scale Factor Converg.
 LW0604;SPC RI       -    43,808.113   127,295.096   MT  1.00000291   +0 12 59.2
 LW0604;SPC RI       -   143,727.12    417,633.99   sFT  1.00000291   +0 12 59.2
 LW0604;SPC MA M     -   803,069.358   227,296.372   MT  1.00004364   +0 13 10.3
 LW0604;SPC MA M     - 2,634,736.72    745,721.51   sFT  1.00004364   +0 13 10.3
 LW0604;UTM  19      - 4,594,027.009   318,549.229   MT  1.00000519   -1 26 23.1
 LW0604
 LW0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0604!SPC RI       -   1.00000134  x   1.00000291  =   1.00000425
 LW0604!SPC MA M     -   1.00000134  x   1.00004364  =   1.00004498
 LW0604!UTM  19      -   1.00000134  x   1.00000519  =   1.00000653
 LW0604
 LW0604:                Primary Azimuth Mark                     Grid Az
 LW0604:SPC RI       -  WARREN RESET                             176 59 24.9
 LW0604:SPC MA M     -  WARREN RESET                             176 59 13.8
 LW0604:UTM  19      -  WARREN RESET                             178 38 47.2
 LW0604
 LW0604|---------------------------------------------------------------------|
 LW0604| PID    Reference Object                     Distance      Geod. Az  |
 LW0604|                                                           dddmmss.s |
 LW0604| LW0608 WARREN RESET                        APPROX. 1.8 KM 1771224.1 |
 LW0604| LW0607 RICH                                303.139 METERS 21106     |
 LW0604|---------------------------------------------------------------------|
 LW0604
 LW0604                          SUPERSEDED SURVEY CONTROL
 LW0604
 LW0604  NAD 83(1996)-  41 28 38.38236(N)    071 10 23.55472(W) AD(       ) 3
 LW0604  NAD 83(1992)-  41 28 38.38039(N)    071 10 23.55449(W) AD(       ) 3
 LW0604  NAD 83(1992)-  41 28 38.38031(N)    071 10 23.55419(W) AD(       ) 3
 LW0604  NAD 83(1986)-  41 28 38.38084(N)    071 10 23.55220(W) AD(       ) 3
 LW0604  NAD 27      -  41 28 38.00700(N)    071 10 25.38900(W) AD(       ) 3
 LW0604  NGVD 29 (??/??/92)   21.538  (m)           70.66   (f) ADJ UNCH    2 0
 LW0604
 LW0604.Superseded values are not recommended for survey control.
 LW0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0604.See file dsdata.txt to determine how the superseded data were derived.
 LW0604
 LW0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1854994027(NAD 83)
 LW0604_MARKER: DS = TRIANGULATION STATION DISK
 LW0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0604_SP_SET: MOUND
 LW0604_STAMPING: BC 10 1943
 LW0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0604
 LW0604  HISTORY     - Date     Condition        Report By
 LW0604  HISTORY     - 1943     MONUMENTED       CGS
 LW0604  HISTORY     - 1943     GOOD             CGS
 LW0604  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0604
 LW0604                          STATION DESCRIPTION
 LW0604
 LW0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0604'THE STATION IS ABOUT 1-1/2 MI. N OF WARREN POINT, ABOUT 200 YDS.
 LW0604'E OF A MAIN HIGHWAY, AND ON TOP OF THE N ONE OF TWO MOUNDS IN THE
 LW0604'VICINITY.  IT IS DIRECTLY OVER THE CENTER OF THE INSTRUMENT
 LW0604'PEDESTAL IN A FIRE-CONTROL BUILDING, 7.2 FT. E OF THE OUTSIDE
 LW0604'FACE OF THE W WALL, 3.6 FT. N OF THE OUTSIDE FACE OF THE S WALL,
 LW0604'AND ABOUT 2 FT. ABOVE THE ROOF OF THE BUILDING.  THE MARK IS ABOUT
 LW0604'2 IN. BELOW THE GROUND SURFACE AND IS STAMPED BC 10 1943.
 LW0604'
 LW0604'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW0604
 LW0604                          STATION RECOVERY (1943)
 LW0604
 LW0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0604'AT FORT CHURCH.
 LW0604'AT FORT CHURCH, NEWPORT COUNTY, ABOUT 1-1/2 MILES NORTH OF WARREN
 LW0604'POINT, 200 YARDS EAST OF THE MAIN HIGHWAY, AT THE TOP OF THE
 LW0604'NORTH ONE OF TWO MOUNDS, DIRECTLY OVER THE INSTRUMENT PEDESTAL
 LW0604'IN A FIRE-CONTROL BUILDING, 7.2 FEET EAST OF THE OUTSIDE FACE OF
 LW0604'THE WEST WALL, 3.6 FEET NORTH OF THE OUTSIDE FACE OF THE SOUTH
 LW0604'WALL, ABOUT 2 FEET ABOVE THE ROOF, AND ABOUT 0.3 FOOT UNDER
 LW0604'GROUND.
 LW0604
 LW0604                          STATION RECOVERY (1969)
 LW0604
 LW0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2817 ***********************************************************************
 LW2817  DESIGNATION -  BC 11 1943
 LW2817  PID         -  LW2817
 LW2817  STATE/COUNTY-  RI/BRISTOL
 LW2817  USGS QUAD   -  SAKONNET POINT (1970)
 LW2817
 LW2817                         *CURRENT SURVEY CONTROL
 LW2817  ___________________________________________________________________
 LW2817* NAD 83(1996)-  41 27 36.11440(N)    071 11 21.08856(W)     ADJUSTED  
 LW2817* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW2817  ___________________________________________________________________
 LW2817  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LW2817  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW2817
 LW2817  HORZ ORDER  -  SECOND
 LW2817
 LW2817.The horizontal coordinates were established by classical geodetic methods
 LW2817.and adjusted by the National Geodetic Survey in August 1998..
 LW2817
 LW2817.The orthometric height was scaled from a topographic map.
 LW2817
 LW2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2817
 LW2817.The geoid height was determined by GEOID03.
 LW2817
 LW2817;                    North         East     Units Scale Factor Converg.
 LW2817;SPC RI       -    41,882.185   125,967.142   MT  1.00000204   +0 12 20.8
 LW2817;SPC RI       -   137,408.47    413,277.20   sFT  1.00000204   +0 12 20.8
 LW2817;SPC MA M     -   801,143.277   225,968.463   MT  1.00004746   +0 12 31.6
 LW2817;SPC MA M     - 2,628,417.57    741,364.87   sFT  1.00004746   +0 12 31.6
 LW2817;UTM  19      - 4,592,140.249   317,166.167   MT  1.00001140   -1 26 59.5
 LW2817
 LW2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2817!SPC RI       -   1.00000347  x   1.00000204  =   1.00000551
 LW2817!SPC MA M     -   1.00000347  x   1.00004746  =   1.00005093
 LW2817!UTM  19      -   1.00000347  x   1.00001140  =   1.00001487
 LW2817
 LW2817                          SUPERSEDED SURVEY CONTROL
 LW2817
 LW2817  NAD 83(1996)-  41 27 36.11448(N)    071 11 21.08807(W) AD(       ) 2
 LW2817  NAD 83(1992)-  41 27 36.11251(N)    071 11 21.08797(W) AD(       ) 2
 LW2817  NAD 83(1992)-  41 27 36.11243(N)    071 11 21.08761(W) AD(       ) 2
 LW2817  NAD 83(1986)-  41 27 36.11286(N)    071 11 21.08564(W) AD(       ) 2
 LW2817  NAD 27      -  41 27 35.74000(N)    071 11 22.92000(W) AD(       ) 2
 LW2817
 LW2817.Superseded values are not recommended for survey control.
 LW2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2817.See file dsdata.txt to determine how the superseded data were derived.
 LW2817
 LW2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1716692140(NAD 83)
 LW2817_MARKER: Z = SEE DESCRIPTION
 LW2817_SETTING: 0 = UNSPECIFIED SETTING
 LW2817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2817
 LW2817  HISTORY     - Date     Condition        Report By
 LW2817  HISTORY     - 1943     MONUMENTED       CGS
 LW2817
 LW2817                          STATION DESCRIPTION
 LW2817
 LW2817'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2817'STATION IS LOCATED ON THE MILITARY RESERVATION AT SAKONNET POINT.
 LW2817'IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED ON THE THIRD
 LW2817'FLOOR IN THE YELLOW FIRE-CONTROL BUILDING.
 LW2817'
 LW2817'THE STATION WAS LOCATED BY TRAVERSE FROM STATION SAKONNET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2980 ***********************************************************************
 LW2980  DESIGNATION -  BC 2
 LW2980  PID         -  LW2980
 LW2980  STATE/COUNTY-  RI/WASHINGTON
 LW2980  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2980
 LW2980                         *CURRENT SURVEY CONTROL
 LW2980  ___________________________________________________________________
 LW2980* NAD 83(1996)-  41 22 48.68793(N)    071 29 23.19150(W)     ADJUSTED  
 LW2980* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 LW2980  ___________________________________________________________________
 LW2980  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 LW2980  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LW2980
 LW2980  HORZ ORDER  -  SECOND
 LW2980
 LW2980.The horizontal coordinates were established by classical geodetic methods
 LW2980.and adjusted by the National Geodetic Survey in August 1998..
 LW2980
 LW2980.The orthometric height was scaled from a topographic map.
 LW2980
 LW2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2980
 LW2980.The geoid height was determined by GEOID03.
 LW2980
 LW2980;                    North         East     Units Scale Factor Converg.
 LW2980;SPC RI       -    32,968.389   100,855.280   MT  0.99999376   +0 00 24.3
 LW2980;SPC RI       -   108,163.79    330,889.36   sFT  0.99999376   +0 00 24.3
 LW2980;UTM  19      - 4,583,954.570   291,805.532   MT  1.00013346   -1 38 47.3
 LW2980
 LW2980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2980!SPC RI       -   1.00000136  x   0.99999376  =   0.99999512
 LW2980!UTM  19      -   1.00000136  x   1.00013346  =   1.00013482
 LW2980
 LW2980:                Primary Azimuth Mark                     Grid Az
 LW2980:SPC RI       -  GREENE                                   068 56 37.9
 LW2980:UTM  19      -  GREENE                                   070 35 49.5
 LW2980
 LW2980|---------------------------------------------------------------------|
 LW2980| PID    Reference Object                     Distance      Geod. Az  |
 LW2980|                                                           dddmmss.s |
 LW2980| LW0654 GREENE                              APPROX. 1.1 KM 0685702.2 |
 LW2980| LW0660 BATTERY 109                         183.738 METERS 24356     |
 LW2980|---------------------------------------------------------------------|
 LW2980
 LW2980                          SUPERSEDED SURVEY CONTROL
 LW2980
 LW2980  NAD 83(1996)-  41 22 48.68699(N)    071 29 23.19038(W) AD(       ) 2
 LW2980  NAD 83(1992)-  41 22 48.68655(N)    071 29 23.19081(W) AD(       ) 2
 LW2980  NAD 83(1992)-  41 22 48.68535(N)    071 29 23.19058(W) AD(       ) 2
 LW2980  NAD 83(1986)-  41 22 48.68490(N)    071 29 23.19006(W) AD(       ) 2
 LW2980  NAD 27      -  41 22 48.31700(N)    071 29 24.98000(W) AD(       ) 2
 LW2980
 LW2980.Superseded values are not recommended for survey control.
 LW2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2980.See file dsdata.txt to determine how the superseded data were derived.
 LW2980
 LW2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9180683955(NAD 83)
 LW2980_MARKER: Z = SEE DESCRIPTION
 LW2980_SETTING: 0 = UNSPECIFIED SETTING
 LW2980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2980
 LW2980  HISTORY     - Date     Condition        Report By
 LW2980  HISTORY     - 1943     MONUMENTED       CGS
 LW2980  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2980  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2980
 LW2980                          STATION DESCRIPTION
 LW2980
 LW2980'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2980'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT GREENE, ON
 LW2980'POINT JUDITH.  IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED ON
 LW2980'THE THIRD FLOOR IN THE SILO-TYPE CONCRETE FIRE CONTROL BUILDING
 LW2980'WHICH STANDS ABOUT 200 FT. E OF BATTERY 109.
 LW2980
 LW2980                          STATION RECOVERY (1954)
 LW2980
 LW2980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2980'THE BUILDING AND THE SHAFT, WHICH SUPPORTED THE INSTRUMENT, ARE
 LW2980'STILL IN PLACE.  THE INSTRUMENT HAS BEEN REMOVED.
 LW2980
 LW2980                          STATION RECOVERY (1994)
 LW2980
 LW2980'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2919 ***********************************************************************
 LW2919  DESIGNATION -  BC 3 1943
 LW2919  PID         -  LW2919
 LW2919  STATE/COUNTY-  RI/WASHINGTON
 LW2919  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2919
 LW2919                         *CURRENT SURVEY CONTROL
 LW2919  ___________________________________________________________________
 LW2919* NAD 83(1996)-  41 21 50.49322(N)    071 29 08.62404(W)     ADJUSTED  
 LW2919* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW2919  ___________________________________________________________________
 LW2919  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 LW2919  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW2919
 LW2919  HORZ ORDER  -  SECOND
 LW2919
 LW2919.The horizontal coordinates were established by classical geodetic methods
 LW2919.and adjusted by the National Geodetic Survey in August 1998..
 LW2919
 LW2919.The orthometric height was scaled from a topographic map.
 LW2919
 LW2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2919
 LW2919.The geoid height was determined by GEOID03.
 LW2919
 LW2919;                    North         East     Units Scale Factor Converg.
 LW2919;SPC RI       -    31,173.124   101,194.064   MT  0.99999377   +0 00 34.0
 LW2919;SPC RI       -   102,273.82    332,000.86   sFT  0.99999377   +0 00 34.0
 LW2919;UTM  19      - 4,582,150.029   292,092.429   MT  1.00013199   -1 38 35.7
 LW2919
 LW2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2919!SPC RI       -   1.00000340  x   0.99999377  =   0.99999717
 LW2919!UTM  19      -   1.00000340  x   1.00013199  =   1.00013539
 LW2919
 LW2919                          SUPERSEDED SURVEY CONTROL
 LW2919
 LW2919  NAD 83(1996)-  41 21 50.49226(N)    071 29 08.62284(W) AD(       ) 2
 LW2919  NAD 83(1992)-  41 21 50.49185(N)    071 29 08.62336(W) AD(       ) 2
 LW2919  NAD 83(1992)-  41 21 50.49060(N)    071 29 08.62307(W) AD(       ) 2
 LW2919  NAD 83(1986)-  41 21 50.49010(N)    071 29 08.62261(W) AD(       ) 2
 LW2919  NAD 27      -  41 21 50.12200(N)    071 29 10.41400(W) AD(       ) 2
 LW2919
 LW2919.Superseded values are not recommended for survey control.
 LW2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2919.See file dsdata.txt to determine how the superseded data were derived.
 LW2919
 LW2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9209282150(NAD 83)
 LW2919_MARKER: Z = SEE DESCRIPTION
 LW2919_SETTING: 0 = UNSPECIFIED SETTING
 LW2919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2919
 LW2919  HISTORY     - Date     Condition        Report By
 LW2919  HISTORY     - 1943     MONUMENTED       CGS
 LW2919  HISTORY     - 1954     GOOD             CGS
 LW2919  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2919
 LW2919                          STATION DESCRIPTION
 LW2919
 LW2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2919'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT GREENE, ON
 LW2919'POINT JUDITH, AND ABOUT 0.2 MI. N OF BATTERY 211.  IT IS THE
 LW2919'PINTLE CENTER OF THE E INSTRUMENT HOUSED ON THE SECOND FLOOR IN
 LW2919'THE CENTER ONE OF THREE FIRE CONTROL BUILDINGS.  THIS STATION WAS
 LW2919'LOCATED BY TRAVERSE FROM STATION REMBIJAS.
 LW2919
 LW2919                          STATION RECOVERY (1954)
 LW2919
 LW2919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2919'THE BUILDING AND THE SHAFT, WHICH SUPPORTED THE INSTRUMENT, ARE
 LW2919'STILL IN PLACE.  THE INSTRUMENT HAS BEEN REMOVED.
 LW2919
 LW2919                          STATION RECOVERY (1994)
 LW2919
 LW2919'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2970 ***********************************************************************
 LW2970  DESIGNATION -  BC 6
 LW2970  PID         -  LW2970
 LW2970  STATE/COUNTY-  RI/NEWPORT
 LW2970  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2970
 LW2970                         *CURRENT SURVEY CONTROL
 LW2970  ___________________________________________________________________
 LW2970* NAD 83(1996)-  41 27 16.78699(N)    071 23 49.97102(W)     ADJUSTED  
 LW2970* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 LW2970  ___________________________________________________________________
 LW2970  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW2970  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW2970
 LW2970  HORZ ORDER  -  THIRD
 LW2970
 LW2970.The horizontal coordinates were established by classical geodetic methods
 LW2970.and adjusted by the National Geodetic Survey in August 1998..
 LW2970
 LW2970.The orthometric height was scaled from a topographic map.
 LW2970
 LW2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2970
 LW2970.The geoid height was determined by GEOID03.
 LW2970
 LW2970;                    North         East     Units Scale Factor Converg.
 LW2970;SPC RI       -    41,244.391   108,588.152   MT  0.99999466   +0 04 05.0
 LW2970;SPC RI       -   135,315.97    356,259.63   sFT  0.99999466   +0 04 05.0
 LW2970;UTM  19      - 4,592,004.827   299,775.066   MT  1.00009339   -1 35 15.2
 LW2970
 LW2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2970!SPC RI       -   1.00000210  x   0.99999466  =   0.99999676
 LW2970!UTM  19      -   1.00000210  x   1.00009339  =   1.00009549
 LW2970
 LW2970|---------------------------------------------------------------------|
 LW2970| PID    Reference Object                     Distance      Geod. Az  |
 LW2970|                                                           dddmmss.s |
 LW2970| LW0640 BATTERY WHITING                     334.865 METERS 17611     |
 LW2970| LW2981 BEAVER                              488.309 METERS 1984743.6 |
 LW2970| LW0639 BATTERY 213                         159.626 METERS 21634     |
 LW2970|---------------------------------------------------------------------|
 LW2970
 LW2970                          SUPERSEDED SURVEY CONTROL
 LW2970
 LW2970  NAD 83(1996)-  41 27 16.78642(N)    071 23 49.97008(W) AD(       ) 3
 LW2970  NAD 83(1992)-  41 27 16.78548(N)    071 23 49.97036(W) AD(       ) 3
 LW2970  NAD 83(1992)-  41 27 16.78476(N)    071 23 49.96999(W) AD(       ) 3
 LW2970  NAD 83(1986)-  41 27 16.78481(N)    071 23 49.96814(W) AD(       ) 3
 LW2970  NAD 27      -  41 27 16.41800(N)    071 23 51.76600(W) AD(       ) 3
 LW2970
 LW2970.Superseded values are not recommended for survey control.
 LW2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2970.See file dsdata.txt to determine how the superseded data were derived.
 LW2970
 LW2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9977592005(NAD 83)
 LW2970_MARKER: Z = SEE DESCRIPTION
 LW2970_SETTING: 0 = UNSPECIFIED SETTING
 LW2970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2970
 LW2970  HISTORY     - Date     Condition        Report By
 LW2970  HISTORY     - 1943     MONUMENTED       CGS
 LW2970
 LW2970                          STATION DESCRIPTION
 LW2970
 LW2970'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2970'THE STATION IS THE PINTLE CENTER OF THE MOST W ONE OF FOUR
 LW2970'INSTRUMENTS INSIDE THE PRINCIPAL FIRE-CONTROL BUILDING IN FORT
 LW2970'BURNSIDE ON BEAVERTAIL POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2824 ***********************************************************************
 LW2824  DESIGNATION -  BC 9
 LW2824  PID         -  LW2824
 LW2824  STATE/COUNTY-  RI/NEWPORT
 LW2824  USGS QUAD   -  SAKONNET POINT (1970)
 LW2824
 LW2824                         *CURRENT SURVEY CONTROL
 LW2824  ___________________________________________________________________
 LW2824* NAD 83(1996)-  41 28 46.91041(N)    071 10 56.99368(W)     ADJUSTED  
 LW2824* NAVD 88     -                                                        
 LW2824  ___________________________________________________________________
 LW2824  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LW2824  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2824
 LW2824  HORZ ORDER  -  THIRD
 LW2824
 LW2824.The horizontal coordinates were established by classical geodetic methods
 LW2824.and adjusted by the National Geodetic Survey in August 1998..
 LW2824
 LW2824
 LW2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2824
 LW2824.The geoid height was determined by GEOID03.
 LW2824
 LW2824;                    North         East     Units Scale Factor Converg.
 LW2824;SPC RI       -    44,068.322   126,518.309   MT  1.00000240   +0 12 37.1
 LW2824;SPC RI       -   144,580.82    415,085.49   sFT  1.00000240   +0 12 37.1
 LW2824;SPC MA M     -   803,329.536   226,519.540   MT  1.00004312   +0 12 47.8
 LW2824;SPC MA M     - 2,635,590.32    743,172.86   sFT  1.00004312   +0 12 47.8
 LW2824;UTM  19      - 4,594,309.562   317,780.285   MT  1.00000864   -1 26 45.5
 LW2824
 LW2824                          SUPERSEDED SURVEY CONTROL
 LW2824
 LW2824  NAD 83(1996)-  41 28 46.91044(N)    071 10 56.99326(W) AD(       ) 4
 LW2824  NAD 83(1992)-  41 28 46.90850(N)    071 10 56.99304(W) AD(       ) 4
 LW2824  NAD 83(1992)-  41 28 46.90840(N)    071 10 56.99274(W) AD(       ) 4
 LW2824  NAD 83(1986)-  41 28 46.90888(N)    071 10 56.99079(W) AD(       ) 4
 LW2824  NAD 27      -  41 28 46.53600(N)    071 10 58.82400(W) AD(       ) 3
 LW2824
 LW2824.Superseded values are not recommended for survey control.
 LW2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2824.See file dsdata.txt to determine how the superseded data were derived.
 LW2824
 LW2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1778094310(NAD 83)
 LW2824_MARKER: Z = SEE DESCRIPTION
 LW2824_SETTING: 0 = UNSPECIFIED SETTING
 LW2824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2824
 LW2824  HISTORY     - Date     Condition        Report By
 LW2824  HISTORY     - 1943     MONUMENTED       CGS
 LW2824
 LW2824                          STATION DESCRIPTION
 LW2824
 LW2824'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2824'STATION IS LOCATED AT THE GOVERNMENT RESERVATION OF FORT CHURCH,
 LW2824'ON THE E SHORE OF NARRAGANSETT BAY, AND IS THE PINTLE CENTER OF
 LW2824'THE INSTRUMENT HOUSED IN THE DUGOUT TYPE FIRE-CONTROL BUILDING ON
 LW2824'TOP OF THE EARTH-COVERED MAGAZINE OF BATTERY GRAY.  THE STATION IS
 LW2824'NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2887 ***********************************************************************
 LW2887  DESIGNATION -  BC CRITTENDEN 1940
 LW2887  PID         -  LW2887
 LW2887  STATE/COUNTY-  RI/NEWPORT
 LW2887  USGS QUAD   -  NEWPORT (1975)
 LW2887
 LW2887                         *CURRENT SURVEY CONTROL
 LW2887  ___________________________________________________________________
 LW2887* NAD 83(1996)-  41 28 42.60768(N)    071 21 53.01996(W)     ADJUSTED  
 LW2887* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LW2887  ___________________________________________________________________
 LW2887  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 LW2887  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW2887
 LW2887  HORZ ORDER  -  SECOND
 LW2887
 LW2887.The horizontal coordinates were established by classical geodetic methods
 LW2887.and adjusted by the National Geodetic Survey in August 1998..
 LW2887
 LW2887.The orthometric height was scaled from a topographic map.
 LW2887
 LW2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2887
 LW2887.The geoid height was determined by GEOID03.
 LW2887
 LW2887;                    North         East     Units Scale Factor Converg.
 LW2887;SPC RI       -    43,895.747   111,298.378   MT  0.99999532   +0 05 22.5
 LW2887;SPC RI       -   144,014.63    365,151.43   sFT  0.99999532   +0 05 22.5
 LW2887;UTM  19      - 4,594,576.991   302,561.035   MT  1.00007975   -1 34 00.3
 LW2887
 LW2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2887!SPC RI       -   1.00000241  x   0.99999532  =   0.99999773
 LW2887!UTM  19      -   1.00000241  x   1.00007975  =   1.00008216
 LW2887
 LW2887                          SUPERSEDED SURVEY CONTROL
 LW2887
 LW2887  NAD 83(1996)-  41 28 42.60719(N)    071 21 53.01916(W) AD(       ) 2
 LW2887  NAD 83(1992)-  41 28 42.60611(N)    071 21 53.01929(W) AD(       ) 2
 LW2887  NAD 83(1992)-  41 28 42.60551(N)    071 21 53.01893(W) AD(       ) 2
 LW2887  NAD 83(1986)-  41 28 42.60550(N)    071 21 53.01694(W) AD(       ) 2
 LW2887  NAD 27      -  41 28 42.23700(N)    071 21 54.82000(W) AD(       ) 2
 LW2887
 LW2887.Superseded values are not recommended for survey control.
 LW2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2887.See file dsdata.txt to determine how the superseded data were derived.
 LW2887
 LW2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0256194577(NAD 83)
 LW2887_MARKER: Z = SEE DESCRIPTION
 LW2887_SETTING: 0 = UNSPECIFIED SETTING
 LW2887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2887
 LW2887  HISTORY     - Date     Condition        Report By
 LW2887  HISTORY     - 1940     MONUMENTED       CGS
 LW2887  HISTORY     - 20051108 MARK NOT FOUND   USPSQD
 LW2887
 LW2887                          STATION DESCRIPTION
 LW2887
 LW2887'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2887'STATION IS LOCATED ABOUT 2 MI. S OF THE FERRY LANDING OF
 LW2887'JAMESTOWN, ON THE GOVERNMENT RESERVATION OF FORT WETHERILL, AND IS
 LW2887'THE CENTER OF THE INSTRUMENT PEDESTAL ON TOP OF THE WALL OF THE
 LW2887'CONCRETE CROWS-NEST WHICH IS JUST E OF BATTERY CRITTENDEN.  A
 LW2887'SMALL PUNCH HOLE IN THE CENTER OF A ROUND THREADED PLUG MARKS THE
 LW2887'CENTER OF THE PEDESTAL AND STATION.
 LW2887'
 LW2887'IT WAS LOCATED BY TRAVERSE FROM STATION DICKENSON.
 LW2887'
 LW2887'THIS IS A TRAVERSE STATION.
 LW2887
 LW2887                          STATION RECOVERY (2005)
 LW2887
 LW2887'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2887'FOUND THE HOLE IN THE TOP OF THE WALL FROM WHICH THE THREADED PLUG WAS
 LW2887'REMOVED. COORDINATES BY GPS ARE 41 28 42.7 N  071 21 53.1 W
 LW2887' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2884 ***********************************************************************
 LW2884  DESIGNATION -  BC DICKENSON 1940
 LW2884  PID         -  LW2884
 LW2884  STATE/COUNTY-  RI/NEWPORT
 LW2884  USGS QUAD   -  NEWPORT (1975)
 LW2884
 LW2884                         *CURRENT SURVEY CONTROL
 LW2884  ___________________________________________________________________
 LW2884* NAD 83(1996)-  41 28 44.84385(N)    071 22 06.39332(W)     ADJUSTED  
 LW2884* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LW2884  ___________________________________________________________________
 LW2884  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LW2884  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2884
 LW2884  HORZ ORDER  -  SECOND
 LW2884
 LW2884.The horizontal coordinates were established by classical geodetic methods
 LW2884.and adjusted by the National Geodetic Survey in August 1998..
 LW2884
 LW2884.The orthometric height was scaled from a topographic map.
 LW2884
 LW2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2884
 LW2884.The geoid height was determined by GEOID03.
 LW2884
 LW2884;                    North         East     Units Scale Factor Converg.
 LW2884;SPC RI       -    43,964.256   110,987.999   MT  0.99999524   +0 05 13.7
 LW2884;SPC RI       -   144,239.40    364,133.13   sFT  0.99999524   +0 05 13.7
 LW2884;UTM  19      - 4,594,654.449   302,252.739   MT  1.00008125   -1 34 09.3
 LW2884
 LW2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2884!SPC RI       -   1.00000005  x   0.99999524  =   0.99999529
 LW2884!UTM  19      -   1.00000005  x   1.00008125  =   1.00008130
 LW2884
 LW2884                          SUPERSEDED SURVEY CONTROL
 LW2884
 LW2884  NAD 83(1996)-  41 28 44.84334(N)    071 22 06.39253(W) AD(       ) 2
 LW2884  NAD 83(1992)-  41 28 44.84228(N)    071 22 06.39266(W) AD(       ) 2
 LW2884  NAD 83(1992)-  41 28 44.84167(N)    071 22 06.39230(W) AD(       ) 2
 LW2884  NAD 83(1986)-  41 28 44.84161(N)    071 22 06.39027(W) AD(       ) 2
 LW2884  NAD 27      -  41 28 44.47300(N)    071 22 08.19300(W) AD(       ) 2
 LW2884
 LW2884.Superseded values are not recommended for survey control.
 LW2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2884.See file dsdata.txt to determine how the superseded data were derived.
 LW2884
 LW2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0225394654(NAD 83)
 LW2884_MARKER: DS = TRIANGULATION STATION DISK
 LW2884_SETTING: 0 = UNSPECIFIED SETTING
 LW2884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2884
 LW2884  HISTORY     - Date     Condition        Report By
 LW2884  HISTORY     - 1940     MONUMENTED       CGS
 LW2884  HISTORY     - 19941013 MARK NOT FOUND   USPSQD
 LW2884  HISTORY     - 20051108 MARK NOT FOUND   USPSQD
 LW2884
 LW2884                          STATION DESCRIPTION
 LW2884
 LW2884'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2884'STATION IS LOCATED ABOUT 2 MI. S OF JAMESTOWN, ON THE GOVERNMENT
 LW2884'RESERVATION OF FORT WETHERILL, AND IS THE CENTER OF THE INSTRUMENT
 LW2884'HOUSED IN THE NW ONE OF A GROUP OF THREE CONCRETE UNDERGROUND
 LW2884'FIRE-CONTROL BUILDINGS THAT ARE ON THE SIDE OF THE STEEP HILL AT
 LW2884'THE W END OF THE RESERVATION, N OF ABANDONED BATTERY WALBACH.  IT
 LW2884'IS A STANDARD STATION DISK, STAMPED B C DICKENSON 1940 AND SET IN
 LW2884'A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE ROOF DIRECTLY
 LW2884'OVER THE CENTER OF THE INSTRUMENT.
 LW2884'
 LW2884'IT WAS LOCATED BY TRAVERSE FROM STATION B C WHEATON.
 LW2884'
 LW2884'THIS IS A TRAVERSE STATION.
 LW2884
 LW2884                          STATION RECOVERY (1994)
 LW2884
 LW2884'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2884'MARK NOT FOUND.
 LW2884
 LW2884                          STATION RECOVERY (2005)
 LW2884
 LW2884'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2884'FOUND THE FIRE-CONTROL BUILDING AND THE DRILL HOLE.
 LW2884'COORDINATES BY GPS ARE 41 28 44.9 N  071 22 06.4 W
 LW2884' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3003 ***********************************************************************
 LW3003  DESIGNATION -  BC HOUSE 1940
 LW3003  PID         -  LW3003
 LW3003  STATE/COUNTY-  RI/NEWPORT
 LW3003  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW3003
 LW3003                         *CURRENT SURVEY CONTROL
 LW3003  ___________________________________________________________________
 LW3003* NAD 83(1996)-  41 29 26.70516(N)    071 23 59.26695(W)     ADJUSTED  
 LW3003* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW3003  ___________________________________________________________________
 LW3003  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW3003  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW3003
 LW3003  HORZ ORDER  -  SECOND
 LW3003
 LW3003.The horizontal coordinates were established by classical geodetic methods
 LW3003.and adjusted by the National Geodetic Survey in August 1998..
 LW3003
 LW3003.The orthometric height was scaled from a topographic map.
 LW3003
 LW3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3003
 LW3003.The geoid height was determined by GEOID03.
 LW3003
 LW3003;                    North         East     Units Scale Factor Converg.
 LW3003;SPC RI       -    45,252.199   108,367.757   MT  0.99999461   +0 03 59.0
 LW3003;SPC RI       -   148,464.92    355,536.55   sFT  0.99999461   +0 03 59.0
 LW3003;UTM  19      - 4,596,017.728   299,670.586   MT  1.00009390   -1 35 25.4
 LW3003
 LW3003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3003!SPC RI       -   1.00000351  x   0.99999461  =   0.99999812
 LW3003!UTM  19      -   1.00000351  x   1.00009390  =   1.00009741
 LW3003
 LW3003                          SUPERSEDED SURVEY CONTROL
 LW3003
 LW3003  NAD 83(1996)-  41 29 26.70456(N)    071 23 59.26618(W) AD(       ) 2
 LW3003  NAD 83(1992)-  41 29 26.70362(N)    071 23 59.26625(W) AD(       ) 2
 LW3003  NAD 83(1992)-  41 29 26.70300(N)    071 23 59.26602(W) AD(       ) 2
 LW3003  NAD 83(1986)-  41 29 26.70331(N)    071 23 59.26378(W) AD(       ) 2
 LW3003  NAD 27      -  41 29 26.33600(N)    071 24 01.06100(W) AD(       ) 2
 LW3003
 LW3003.Superseded values are not recommended for survey control.
 LW3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3003.See file dsdata.txt to determine how the superseded data were derived.
 LW3003
 LW3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9967196018(NAD 83)
 LW3003_MARKER: DS = TRIANGULATION STATION DISK
 LW3003_SETTING: 0 = UNSPECIFIED SETTING
 LW3003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3003
 LW3003  HISTORY     - Date     Condition        Report By
 LW3003  HISTORY     - 1940     MONUMENTED       CGS
 LW3003  HISTORY     - 20050921 POOR             USPSQD
 LW3003
 LW3003                          STATION DESCRIPTION
 LW3003
 LW3003'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3003'THE STATION IS AT FORT GETTY, ON THE NW PART OF THE S SECTION OF
 LW3003'CONANICUT ISLAND.  IT IS A STANDARD STATION DISK, STAMPED BC HOUSE
 LW3003'1940 AND SET IN A DRILL HOLE IN THE CONCRETE FLOOR ON TOP OF
 LW3003'BATTERY HOUSE.  IT IS IN THE CENTER OF THE 5-FT. SQUARE CONCRETE
 LW3003'LOOKOUT ROOM WHICH HAS 5-FT. HIGH CONCRETE WALLS, AND IS AT THE NW
 LW3003'END OF THE BATTERY, AT THE BATTERY COMMANDERS TELEPHONE.  IT IS
 LW3003'ABOUT 75 M. N OF STATION GETTY.
 LW3003'
 LW3003'IT WAS LOCATED BY TRAVERSE FROM STATION GETTY.
 LW3003'
 LW3003'THIS IS A TRAVERSE STATION.
 LW3003
 LW3003                          STATION RECOVERY (2005)
 LW3003
 LW3003'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW3003'IT IS ERODED TO THE POINT WHERE ONLY THE CENTRAL 3/4 INCH (DIAMETER)
 LW3003' 
 LW3003'REMAINS, FIRMLY CEMENTED INTO THE FLOOR. ONLY THE CENTRAL TRIANGLE
 LW3003'SYMBOL REMAINS.
 LW3003' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2986 ***********************************************************************
 LW2986  DESIGNATION -  BC HOUSE 1943
 LW2986  PID         -  LW2986
 LW2986  STATE/COUNTY-  RI/WASHINGTON
 LW2986  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2986
 LW2986                         *CURRENT SURVEY CONTROL
 LW2986  ___________________________________________________________________
 LW2986* NAD 83(1996)-  41 26 46.75031(N)    071 25 58.18314(W)     ADJUSTED  
 LW2986* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW2986  ___________________________________________________________________
 LW2986  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LW2986  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW2986
 LW2986  HORZ ORDER  -  SECOND
 LW2986
 LW2986.The horizontal coordinates were established by classical geodetic methods
 LW2986.and adjusted by the National Geodetic Survey in August 1998..
 LW2986
 LW2986.The orthometric height was scaled from a topographic map.
 LW2986
 LW2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2986
 LW2986.The geoid height was determined by GEOID03.
 LW2986
 LW2986;                    North         East     Units Scale Factor Converg.
 LW2986;SPC RI       -    40,314.821   105,613.144   MT  0.99999414   +0 02 40.1
 LW2986;SPC RI       -   132,266.21    346,499.12   sFT  0.99999414   +0 02 40.1
 LW2986;UTM  19      - 4,591,161.502   296,774.126   MT  1.00010829   -1 36 39.2
 LW2986
 LW2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2986!SPC RI       -   1.00000415  x   0.99999414  =   0.99999829
 LW2986!UTM  19      -   1.00000415  x   1.00010829  =   1.00011244
 LW2986
 LW2986                          SUPERSEDED SURVEY CONTROL
 LW2986
 LW2986  NAD 83(1996)-  41 26 46.74965(N)    071 25 58.18215(W) AD(       ) 2
 LW2986  NAD 83(1992)-  41 26 46.74883(N)    071 25 58.18247(W) AD(       ) 2
 LW2986  NAD 83(1992)-  41 26 46.74803(N)    071 25 58.18215(W) AD(       ) 2
 LW2986  NAD 83(1986)-  41 26 46.74817(N)    071 25 58.18076(W) AD(       ) 2
 LW2986  NAD 27      -  41 26 46.38200(N)    071 25 59.97200(W) AD(       ) 2
 LW2986
 LW2986.Superseded values are not recommended for survey control.
 LW2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2986.See file dsdata.txt to determine how the superseded data were derived.
 LW2986
 LW2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9677491162(NAD 83)
 LW2986_MARKER: Z = SEE DESCRIPTION
 LW2986_SETTING: 0 = UNSPECIFIED SETTING
 LW2986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2986
 LW2986  HISTORY     - Date     Condition        Report By
 LW2986  HISTORY     - 1943     MONUMENTED       CGS
 LW2986  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2986  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LW2986
 LW2986                          STATION DESCRIPTION
 LW2986
 LW2986'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2986'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT VARNUM.
 LW2986'IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE
 LW2986'FIRE-CONTROL BUILDING WHICH IS BACK OF BATTERY HOUSE.  THIS
 LW2986'STATION WAS LOCATED BY TRAVERSE FROM STATION FORT VARNUM.
 LW2986
 LW2986                          STATION RECOVERY (1994)
 LW2986
 LW2986'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2986'MARK NOT FOUND.
 LW2986
 LW2986                          STATION RECOVERY (2004)
 LW2986
 LW2986'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2886 ***********************************************************************
 LW2886  DESIGNATION -  BC WHEATON 1940
 LW2886  PID         -  LW2886
 LW2886  STATE/COUNTY-  RI/NEWPORT
 LW2886  USGS QUAD   -  NEWPORT (1975)
 LW2886
 LW2886                         *CURRENT SURVEY CONTROL
 LW2886  ___________________________________________________________________
 LW2886* NAD 83(1996)-  41 28 43.73842(N)    071 22 07.09882(W)     ADJUSTED  
 LW2886* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LW2886  ___________________________________________________________________
 LW2886  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LW2886  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2886
 LW2886  HORZ ORDER  -  SECOND
 LW2886
 LW2886.The horizontal coordinates were established by classical geodetic methods
 LW2886.and adjusted by the National Geodetic Survey in August 1998..
 LW2886
 LW2886.The orthometric height was scaled from a topographic map.
 LW2886
 LW2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2886
 LW2886.The geoid height was determined by GEOID03.
 LW2886
 LW2886;                    North         East     Units Scale Factor Converg.
 LW2886;SPC RI       -    43,930.127   110,971.683   MT  0.99999523   +0 05 13.2
 LW2886;SPC RI       -   144,127.42    364,079.60   sFT  0.99999523   +0 05 13.2
 LW2886;UTM  19      - 4,594,620.804   302,235.442   MT  1.00008134   -1 34 09.7
 LW2886
 LW2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2886!SPC RI       -   1.00000005  x   0.99999523  =   0.99999528
 LW2886!UTM  19      -   1.00000005  x   1.00008134  =   1.00008139
 LW2886
 LW2886                          SUPERSEDED SURVEY CONTROL
 LW2886
 LW2886  NAD 83(1996)-  41 28 43.73792(N)    071 22 07.09802(W) AD(       ) 2
 LW2886  NAD 83(1992)-  41 28 43.73686(N)    071 22 07.09816(W) AD(       ) 2
 LW2886  NAD 83(1992)-  41 28 43.73624(N)    071 22 07.09779(W) AD(       ) 2
 LW2886  NAD 83(1986)-  41 28 43.73626(N)    071 22 07.09573(W) AD(       ) 2
 LW2886  NAD 27      -  41 28 43.36800(N)    071 22 08.89800(W) AD(       ) 2
 LW2886
 LW2886.Superseded values are not recommended for survey control.
 LW2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2886.See file dsdata.txt to determine how the superseded data were derived.
 LW2886
 LW2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0223594621(NAD 83)
 LW2886_MARKER: DS = TRIANGULATION STATION DISK
 LW2886_SETTING: 0 = UNSPECIFIED SETTING
 LW2886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2886
 LW2886  HISTORY     - Date     Condition        Report By
 LW2886  HISTORY     - 1940     MONUMENTED       CGS
 LW2886  HISTORY     - 19941013 MARK NOT FOUND   USPSQD
 LW2886  HISTORY     - 20051108 MARK NOT FOUND   USPSQD
 LW2886
 LW2886                          STATION DESCRIPTION
 LW2886
 LW2886'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2886'STATION IS LOCATED ABOUT 2 MI. S OF THE TOWN OF JAMESTOWN, ON THE
 LW2886'GOVERNMENT RESERVATION OF FORT WETHERILL, AND IS THE CENTER OF THE
 LW2886'INSTRUMENT HOUSED IN THE MOST S AND AT THE LOWEST ELEVATION OF A
 LW2886'GROUP OF THREE, UNDERGROUND, CONCRETE FIRE-CONTROL BUILDINGS THAT
 LW2886'ARE LOCATED ON THE SIDE OF A FAIRLY STEEP HILL AT THE W END OF THE
 LW2886'FORT, N OF ABANDONED BATTERY WALBACH.  IT IS A STANDARD STATION
 LW2886'DISK, STAMPED B C WHEATON 1940 AND SET IN A DRILL HOLE FLUSH WITH THE
 LW2886'SURFACE OF THE CONCRETE ROOF OF THE BUILDING DIRECTLY OVER THE
 LW2886'CENTER OF THE INSTRUMENT.
 LW2886'
 LW2886'IT WAS LOCATED BY TRAVERSE FROM STATION DICKENSON.
 LW2886'
 LW2886'THIS IS A TRAVERSE STATION.
 LW2886
 LW2886                          STATION RECOVERY (1994)
 LW2886
 LW2886'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2886'MARK NOT FOUND.
 LW2886
 LW2886                          STATION RECOVERY (2005)
 LW2886
 LW2886'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2886'FOUND THE FIRE-CONTROL BUILDING AND THE DRILL HOLE.
 LW2886'COORDINATES BY GPS ARE 41 28 43.9 N  071 22 07.0 W
 LW2886' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2966 ***********************************************************************
 LW2966  DESIGNATION -  BC WHITING 1940
 LW2966  PID         -  LW2966
 LW2966  STATE/COUNTY-  RI/NEWPORT
 LW2966  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2966
 LW2966                         *CURRENT SURVEY CONTROL
 LW2966  ___________________________________________________________________
 LW2966* NAD 83(1996)-  41 29 15.78390(N)    071 23 51.82052(W)     ADJUSTED  
 LW2966* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2966  ___________________________________________________________________
 LW2966  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 LW2966  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW2966
 LW2966  HORZ ORDER  -  SECOND
 LW2966
 LW2966.The horizontal coordinates were established by classical geodetic methods
 LW2966.and adjusted by the National Geodetic Survey in August 1998..
 LW2966
 LW2966.The orthometric height was scaled from a topographic map.
 LW2966
 LW2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2966
 LW2966.The geoid height was determined by GEOID03.
 LW2966
 LW2966;                    North         East     Units Scale Factor Converg.
 LW2966;SPC RI       -    44,915.472   108,540.887   MT  0.99999465   +0 04 03.9
 LW2966;SPC RI       -   147,360.18    356,104.56   sFT  0.99999465   +0 04 03.9
 LW2966;UTM  19      - 4,595,676.103   299,833.924   MT  1.00009310   -1 35 20.1
 LW2966
 LW2966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2966!SPC RI       -   1.00000461  x   0.99999465  =   0.99999926
 LW2966!UTM  19      -   1.00000461  x   1.00009310  =   1.00009771
 LW2966
 LW2966                          SUPERSEDED SURVEY CONTROL
 LW2966
 LW2966  NAD 83(1996)-  41 29 15.78331(N)    071 23 51.81973(W) AD(       ) 2
 LW2966  NAD 83(1992)-  41 29 15.78236(N)    071 23 51.81982(W) AD(       ) 2
 LW2966  NAD 83(1992)-  41 29 15.78175(N)    071 23 51.81958(W) AD(       ) 2
 LW2966  NAD 83(1986)-  41 29 15.78216(N)    071 23 51.81723(W) AD(       ) 2
 LW2966  NAD 27      -  41 29 15.41600(N)    071 23 53.61500(W) AD(       ) 2
 LW2966
 LW2966.Superseded values are not recommended for survey control.
 LW2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2966.See file dsdata.txt to determine how the superseded data were derived.
 LW2966
 LW2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9983495676(NAD 83)
 LW2966_MARKER: H = DRILL HOLE
 LW2966_SETTING: 0 = UNSPECIFIED SETTING
 LW2966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2966
 LW2966  HISTORY     - Date     Condition        Report By
 LW2966  HISTORY     - 1940     MONUMENTED       CGS
 LW2966  HISTORY     - 20050921 MARK NOT FOUND   USPSQD
 LW2966
 LW2966                          STATION DESCRIPTION
 LW2966
 LW2966'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2966'STATION IS LOCATED ABOUT 2 MI. W-SW OF THE TOWN OF JAMESTOWN, ON
 LW2966'THE GOVERNMENT RESERVATION OF FORT GETTY, AND IS THE CENTER OF THE
 LW2966'CYLINDRICAL PEDESTAL ABOUT 4 FT. HIGH AND ABOUT 7 IN. IN DIAMETER
 LW2966'THAT IS LOCATED JUST OFF THE E EDGE OF THE RANGE-FINDER HOUSE
 LW2966'JUST SE OF BATTERY WHITING.  A PUNCH HOLE, IN THE CENTER OF A
 LW2966'THREADED PLUG WHICH IS ON TOP OF THE PEDESTAL, MARKS THE STATION.
 LW2966'
 LW2966'IT WAS LOCATED BY TRAVERSE FROM STATION WHITING.
 LW2966'
 LW2966'THIS IS A TRAVERSE STATION.
 LW2966
 LW2966                          STATION RECOVERY (2005)
 LW2966
 LW2966'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2966'THE PEDESTAL HAS BEEN REMOVED, BUT ITS 4 MOUNTING STUDS REMAIN.
 LW2966' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3163 ***********************************************************************
 LW3163  DESIGNATION -  BEACON HILL TOWER 1928
 LW3163  PID         -  LW3163
 LW3163  STATE/COUNTY-  RI/WASHINGTON
 LW3163  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3163
 LW3163                         *CURRENT SURVEY CONTROL
 LW3163  ___________________________________________________________________
 LW3163* NAD 83(1996)-  41 10 31.77322(N)    071 35 29.10508(W)     ADJUSTED  
 LW3163* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 LW3163  ___________________________________________________________________
 LW3163  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 LW3163  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 LW3163
 LW3163  HORZ ORDER  -  THIRD
 LW3163
 LW3163.The horizontal coordinates were established by classical geodetic methods
 LW3163.and adjusted by the National Geodetic Survey in August 1998..
 LW3163
 LW3163.The orthometric height was scaled from a topographic map.
 LW3163
 LW3163.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3163
 LW3163.The geoid height was determined by GEOID03.
 LW3163
 LW3163;                    North         East     Units Scale Factor Converg.
 LW3163;SPC RI       -    10,238.838    92,329.008   MT  0.99999447   -0 03 36.7
 LW3163;SPC RI       -    33,591.92    302,916.09   sFT  0.99999447   -0 03 36.7
 LW3163;UTM  19      - 4,561,476.262   282,626.859   MT  1.00018157   -1 42 24.4
 LW3163
 LW3163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3163!SPC RI       -   0.99999624  x   0.99999447  =   0.99999071
 LW3163!UTM  19      -   0.99999624  x   1.00018157  =   1.00017781
 LW3163
 LW3163                          SUPERSEDED SURVEY CONTROL
 LW3163
 LW3163  NAD 83(1996)-  41 10 31.77133(N)    071 35 29.10379(W) AD(       ) 3
 LW3163  NAD 83(1992)-  41 10 31.77126(N)    071 35 29.10391(W) AD(       ) 3
 LW3163  NAD 83(1992)-  41 10 31.77022(N)    071 35 29.10482(W) AD(       ) 3
 LW3163  NAD 83(1986)-  41 10 31.76999(N)    071 35 29.10469(W) AD(       ) 3
 LW3163  NAD 27      -  41 10 31.40000(N)    071 35 30.89500(W) AD(       ) 3
 LW3163
 LW3163.Superseded values are not recommended for survey control.
 LW3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3163.See file dsdata.txt to determine how the superseded data were derived.
 LW3163
 LW3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8262761476(NAD 83)
 LW3163_MARKER: 55 = TOWER
 LW3163
 LW3163  HISTORY     - Date     Condition        Report By
 LW3163  HISTORY     - 1928     FIRST OBSERVED   CGS
 LW3163  HISTORY     - 1954     GOOD             CGS
 LW3163  HISTORY     - 1988     GOOD             USPSQD
 LW3163
 LW3163                          STATION DESCRIPTION
 LW3163
 LW3163'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CKG)
 LW3163'ON THE SUMMIT OF BEACON HILL ON LAND OWNED BY
 LW3163'MR. W. H. DOGGETT.  THE HIGHEST PART OF BLOCK ISLAND.  THE TOWER
 LW3163'IS OF STONE, 24 FEET HIGH AND 17 FEET IN DIAMETER.  THE TOWER IS
 LW3163'PART OF A BUILDING, ALSO CONSTRUCTED OF STONE, IN THE
 LW3163'FOUNDATION OF WHICH IS STATION BLOCK ISLAND.  BLOCK ISLAND IS
 LW3163'4.920 METERS DISTANT IN BEARING N 38 DEG 33 MIN E.
 LW3163
 LW3163                          STATION RECOVERY (1954)
 LW3163
 LW3163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FBQ)
 LW3163'ON THE SUMMIT OF BEACON HILL, ON LAND OWNED BY MR. W. H. DOGGETT,
 LW3163'IN THE HIGHEST PART OF BLOCK ISLAND.  THE TOWER IS OF STONE,
 LW3163'24 FT. HIGH AND 17 FT. IN DIAMETER.  THE TOWER IS PART OF A
 LW3163'BUILDING, ALSO CONSTRUCTED OF STONE, IN THE FOUNDATION OF WHICH IS
 LW3163'STATION BLOCK ISLAND.  BLOCK ISLAND IS 4.920 M. DISTANT IN
 LW3163'BEARING N 38 DEG 33 MIN E.
 LW3163
 LW3163                          STATION RECOVERY (1988)
 LW3163
 LW3163'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LW3163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY3617 ***********************************************************************
 MY3617  DESIGNATION -  BEACONPOLE BORDEN 1834
 MY3617  PID         -  MY3617
 MY3617  STATE/COUNTY-  RI/PROVIDENCE
 MY3617  USGS QUAD   -  FRANKLIN (1979)
 MY3617
 MY3617                         *CURRENT SURVEY CONTROL
 MY3617  ___________________________________________________________________
 MY3617* NAD 83(1996)-  42 00 03.08005(N)    071 26 41.45910(W)     ADJUSTED  
 MY3617* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 MY3617  ___________________________________________________________________
 MY3617  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 MY3617  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 MY3617
 MY3617  HORZ ORDER  -  THIRD
 MY3617
 MY3617.The horizontal coordinates were established by classical geodetic methods
 MY3617.and adjusted by the National Geodetic Survey in August 1998..
 MY3617
 MY3617.The orthometric height was scaled from a topographic map.
 MY3617
 MY3617.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY3617
 MY3617.The geoid height was determined by GEOID03.
 MY3617
 MY3617;                    North         East     Units Scale Factor Converg.
 MY3617;SPC RI       -   101,904.894   104,569.151   MT  0.99999401   +0 02 12.9
 MY3617;SPC RI       -   334,332.97    343,073.96   sFT  0.99999401   +0 02 12.9
 MY3617;SPC MA M     -   861,165.788   204,569.044   MT  0.99997060   +0 02 13.4
 MY3617;SPC MA M     - 2,825,341.42    671,156.94   sFT  0.99997060   +0 02 13.4
 MY3617;UTM  19      - 4,652,762.832   297,519.540   MT  1.00010451   -1 38 11.4
 MY3617
 MY3617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY3617!SPC RI       -   0.99998187  x   0.99999401  =   0.99997588
 MY3617!SPC MA M     -   0.99998187  x   0.99997060  =   0.99995247
 MY3617!UTM  19      -   0.99998187  x   1.00010451  =   1.00008638
 MY3617
 MY3617                          SUPERSEDED SURVEY CONTROL
 MY3617
 MY3617  NAD 83(1996)-  42 00 03.08004(N)    071 26 41.45912(W) AD(       ) 3
 MY3617  NAD 83(1992)-  42 00 03.07887(N)    071 26 41.45825(W) AD(       ) 3
 MY3617  NAD 83(1992)-  42 00 03.07885(N)    071 26 41.45829(W) AD(       ) 3
 MY3617  NAD 83(1986)-  42 00 03.07896(N)    071 26 41.45697(W) AD(       ) 3
 MY3617  NAD 27      -  42 00 02.72000(N)    071 26 43.22400(W) AD(       ) 3
 MY3617
 MY3617.Superseded values are not recommended for survey control.
 MY3617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY3617.See file dsdata.txt to determine how the superseded data were derived.
 MY3617
 MY3617_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9752052763(NAD 83)
 MY3617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MY3617+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 MY3617
 MY3617  HISTORY     - Date     Condition        Report By
 MY3617  HISTORY     - 1834     MONUMENTED       CGS
 MY3617  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 MY3617  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 MY3617  HISTORY     - 20050327 GOOD             INDIV
 MY3617  HISTORY     - 20060314 GOOD             GEOCAC
 MY3617
 MY3617                          STATION DESCRIPTION
 MY3617
 MY3617'DESCRIBED BY COAST AND GEODETIC SURVEY 1834
 MY3617'THIS STATION, MARKED BY A COPPER BOLT IN THE ROCK, IS ABOUT 1/2
 MY3617'MILE NE OF THE COAST AND GEODETIC SURVEY STATION BEACONPOLE.
 MY3617
 MY3617                          STATION RECOVERY (1934)
 MY3617
 MY3617'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 MY3617'STATION DESCRIPTION VAGUE.  FOUND 5/8-INCH DRILLHOLE AT
 MY3617'LOGICAL LOCATION BUT NO COPPER BOLT.
 MY3617
 MY3617                          STATION RECOVERY (1935)
 MY3617
 MY3617'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 MY3617'FOUND NO BOLT, BUT DID FIND A 5/8-INCH DIAMETER HOLE 2 INCHES
 MY3617'DEEP AT APPROXIMATELY THE HIGHEST POINT OF THIS HILL.  THIS HOLE
 MY3617'MAY HAVE HELD A BOLT AT ONE TIME.  OVER AND CENTERED ON THE
 MY3617'HOLE IS A SIGNAL.
 MY3617'
 MY3617'ABOUT 22.0 FEET ENE OF THE SIGNAL IS A 5/8-INCH TUBING 3 INCHES
 MY3617'DEEP WEDGED INTO A DRILL HOLE IN THE ROCK WITH OLD FASHIONED
 MY3617'SQUARE CUT NAILS.
 MY3617'
 MY3617'ABOUT 33.3 FEET ENE OF THE PIECE OF TUBING IS A 1/2-INCH DIAMETER
 MY3617'HOLE 1/2 INCH DEEP.
 MY3617'
 MY3617'THE THREE HOLES ARE NOT IN LINE EXACTLY.
 MY3617'
 MY3617'THIS STATION IS ON A HILL ABOUT 1/2 MILE NE OF STATION BEACONPOLE,
 MY3617'AND IS ACCESSIBLE THRU A FARMYARD ON THE E SIDE OF THE WRENTHAM
 MY3617'ROAD SO-CALLED ABOUT 2 MILES N OF THE VILLAGE OF CUMBERLAND HILL.
 MY3617
 MY3617                          STATION RECOVERY (2005)
 MY3617
 MY3617'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DKA)
 MY3617'RECOVERED IN GOOD CONDITION.
 MY3617
 MY3617                          STATION RECOVERY (2006)
 MY3617
 MY3617'RECOVERY NOTE BY GEOCACHING 2006 (TDS)
 MY3617'I FOUND ALL THE DRILL HOLES INCLUDED ON THIS PID. DURING MY SEARCHING
 MY3617'I ALSO FOUND ANOTHER DRILL HOLE WITH TUBING AND 2 SQUARE NAILS WSW OF
 MY3617'MY3617 AT 16 FEET 8 INCHES.
 MY3617'THIS HAS NOT BEEN PREVIOUSLY RECORDED IN DATA. IT IS VERY SIMILAR TO
 MY3617'THE DESCRIPTION OF THE ONE THAT IS 22.0 FEET ENE DONE BY RIGS IN 1935
 MY3617' 
 MY3617'I DO NOT KNOW IF THIS INFORMATION IS SOMETHING YOU WOULD LIKE TO HAVE
 MY3617'TO ADD OR JUST TO HAVE SO THOUGHT I'D SHARE IT WITH YOU. THANKS,
 MY3617'   TODD STOREY   GEOCACHER (BULLIONHUNTER)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2764 ***********************************************************************
 LW2764  DESIGNATION -  BEACONPOLE RESET
 LW2764  PID         -  LW2764
 LW2764  STATE/COUNTY-  RI/PROVIDENCE
 LW2764  USGS QUAD   -  PAWTUCKET (1975)
 LW2764
 LW2764                         *CURRENT SURVEY CONTROL
 LW2764  ___________________________________________________________________
 LW2764* NAD 83(1996)-  41 59 42.28670(N)    071 26 59.54356(W)     ADJUSTED  
 LW2764* NAVD 88     -       166.8    (meters)     547.     (feet)  VERTCON   
 LW2764  ___________________________________________________________________
 LW2764  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 LW2764  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LW2764
 LW2764  HORZ ORDER  -  FIRST
 LW2764
 LW2764.The horizontal coordinates were established by classical geodetic methods
 LW2764.and adjusted by the National Geodetic Survey in August 1998..
 LW2764
 LW2764.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2764
 LW2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2764
 LW2764.The geoid height was determined by GEOID03.
 LW2764
 LW2764;                    North         East     Units Scale Factor Converg.
 LW2764;SPC RI       -   101,263.091   104,153.337   MT  0.99999396   +0 02 00.7
 LW2764;SPC RI       -   332,227.32    341,709.74   sFT  0.99999396   +0 02 00.7
 LW2764;SPC MA M     -   860,523.999   204,153.242   MT  0.99997095   +0 02 01.2
 LW2764;SPC MA M     - 2,823,235.82    669,792.76   sFT  0.99997095   +0 02 01.2
 LW2764;UTM  19      - 4,652,133.375   297,085.114   MT  1.00010667   -1 38 22.9
 LW2764
 LW2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2764!SPC RI       -   0.99997842  x   0.99999396  =   0.99997238
 LW2764!SPC MA M     -   0.99997842  x   0.99997095  =   0.99994937
 LW2764!UTM  19      -   0.99997842  x   1.00010667  =   1.00008509
 LW2764
 LW2764:                Primary Azimuth Mark                     Grid Az
 LW2764:SPC RI       -  BEACONPOLE AZ MK                         002 00 31.1
 LW2764:SPC MA M     -  BEACONPOLE AZ MK                         002 00 30.6
 LW2764:UTM  19      -  BEACONPOLE AZ MK                         003 40 54.7
 LW2764
 LW2764|---------------------------------------------------------------------|
 LW2764| PID    Reference Object                     Distance      Geod. Az  |
 LW2764|                                                           dddmmss.s |
 LW2764| CB7098 BEACONPOLE AZ MK                                   0020231.8 |
 LW2764| CB7105 BEACONPOLE RM 4 RESET                 5.496 METERS 05352     |
 LW2764| CB7104 BEACONPOLE RM 4 DRILL HOLE                         05353     |
 LW2764| LW2615 ATTLEBORO WATER CO TANK             APPROX.13.6 KM 1220427.9 |
 LW2764| LW2747 CENTRAL FALLS SACRED H CATH CH      APPROX.12.9 KM 1562518.0 |
 LW2764| LW2665 PROVIDENCE FIRST CH CHRIST SCI      APPROX.18.8 KM 1683012.5 |
 LW2764| LW2675 PROVIDENCE INDUST TRUST TOWER       APPROX.19.2 KM 1702144.1 |
 LW2764| LW2659 PROVIDENCE STATE CAPITOL DOME       APPROX.18.5 KM 1705730.8 |
 LW2764| CB7101 BEACONPOLE RM 1 RESET                              17441     |
 LW2764| LW2750 LONSDALE FIRE TOWER                 APPROX. 9.7 KM 1851016.3 |
 LW2764| LW2760 CUMBERLAND HILL WATER CO SPIPE      APPROX. 2.1 KM 1943943.1 |
 LW2764| LW0418 CENTRAL                             APPROX. 9.0 KM 2002811.0 |
 LW2764| LW3495 WOONSOCKET HILL FIRE TOWER          APPROX. 8.8 KM 2573335.5 |
 LW2764| CB7100 BEACONPOLE RM 1 MAGNETIC STA                       2670640.8 |
 LW2764| CB7107 BEACONPOLE RM 1=RM 6                135.027 METERS 26707     |
 LW2764| CB7106 BEACONPOLE RM 5                      10.136 METERS 26727     |
 LW2764| CB7102 BEACONPOLE RM 2 DRILL HOLE            7.889 METERS 26727     |
 LW2764| LW3485 WOONSOCKET WATER MT CHAR SPIPE      APPROX. 4.6 KM 2702213.7 |
 LW2764| CB7103 BEACONPOLE RM 3 RESET                 6.411 METERS 33157     |
 LW2764|---------------------------------------------------------------------|
 LW2764
 LW2764                          SUPERSEDED SURVEY CONTROL
 LW2764
 LW2764  NAD 83(1996)-  41 59 42.28666(N)    071 26 59.54358(W) AD(       ) 1
 LW2764  NAD 83(1992)-  41 59 42.28533(N)    071 26 59.54249(W) AD(       ) 1
 LW2764  NAD 83(1992)-  41 59 42.28530(N)    071 26 59.54253(W) AD(       ) 1
 LW2764  NAD 83(1986)-  41 59 42.28465(N)    071 26 59.54103(W) AD(       ) 1
 LW2764  NAD 27      -  41 59 41.93006(N)    071 27 01.32755(W) AD(       ) 1
 LW2764  NGVD 29 (07/19/86)  167.0    (m)          548.     (f) VERT ANG       
 LW2764
 LW2764.Superseded values are not recommended for survey control.
 LW2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2764.See file dsdata.txt to determine how the superseded data were derived.
 LW2764
 LW2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9708552133(NAD 83)
 LW2764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW2764+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 LW2764
 LW2764  HISTORY     - Date     Condition        Report By
 LW2764  HISTORY     - 1932     MONUMENTED       CGS
 LW2764  HISTORY     - 1896     SEE DESCRIPTION  CGS
 LW2764  HISTORY     - 1931     SEE DESCRIPTION  CGS
 LW2764  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LW2764  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2764  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2764  HISTORY     - 1936     SEE DESCRIPTION  MAGS
 LW2764  HISTORY     - 1937     SEE DESCRIPTION  CTGS
 LW2764  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2764  HISTORY     - 20050327 GOOD             INDIV
 LW2764
 LW2764                          STATION DESCRIPTION
 LW2764
 LW2764'DESCRIBED BY COAST AND GEODETIC SURVEY 1896
 LW2764'IN THE NORTHWESTERN PART OF THE TOWN OF CUMBERLAND, RHODE ISLAND,
 LW2764'ABOUT 2 MILES NE OF THE VILLAGE OF CUMBERLAND HILL ON THE
 LW2764'WOONSOCKET AND MANVILLE ELECTRIC RAILWAY, ON THE SUMMIT OF A
 LW2764'HIGH HILL KNOWN AS COPPER MINE HILL OR BEACONPOLE HILL.  IT IS
 LW2764'REACHED BY A CART PATH WHICH LEADS TO A STONE QUARRY FROM THE
 LW2764'N SIDE OF TOWER HILL ROAD AT ABOUT ITS HIGHEST PART.  THIS CART
 LW2764'PATH, AT ABOUT 1/4 MILE FROM THE MAIN ROAD, PASSES TO THE N OF
 LW2764'THE STATION AND 75 METERS FROM IT.  THE STATION IS MARKED BY
 LW2764'A COPPER BOLT WITH LEAD AROUND IT AND INCLOSED IN A TRIANGLE.
 LW2764'IT IS ON THE HIGHEST PART OF A ROUND, GRANITE ROCK WITH A
 LW2764'SMOOTH SURFACE ABOUT 25 OR 30 FEET IN DIAMETER ABOUT 200
 LW2764'METERS E OF THE HIGHEST PART OF THE HILL.  THE DIVIDING LINE
 LW2764'OF THE PROPERTIES OF MR. COOK AND MR. WELCUN CARGILL
 LW2764'RUNS OVER THE ROCK.  FOUR REFERENCE MARKS, A DRILL HOLE
 LW2764'WITHIN A SQUARE IN EACH CASE, ARE LOCATED AS FOLLOWS--NO. 1
 LW2764'ON THE APEX OF A LARGE, LOW ROCK, DISTANT 7.87 METERS (25.83
 LW2764'FEET) IN AZIMUTH 354 DEG 35 MIN.  NO. 2, NEAR THE S CORNER
 LW2764'OF A FLAT ROCK DISTANT 10.12 METERS (33.21 FEET) IN AZIMUTH
 LW2764'87 DEG 11 MIN.  NO. 3, IN THE CENTER OF A FLAT ROCK 6.41
 LW2764'METERS (21.04 FEET) DISTANT IN AZIMUTH 151 DEG 38 MIN.
 LW2764'NO. 4, ON THE E SLOPE OF A LARGE ROCK 5.49 METERS (18.01
 LW2764'FEET) DISTANT IN AZIMUTH 233 DEG 34 MIN.  ARROWS
 LW2764'POINT FROM THE REFERENCE MARKS TO THE STATION.
 LW2764
 LW2764                          STATION RECOVERY (1931)
 LW2764
 LW2764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (FLG)
 LW2764'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND AS
 LW2764'MARKED AND DESCRIBED.  ORIGINAL DESCRIPTION SHOULD BE CHANGED
 LW2764'TO READ, THE DIVIDING LINE OF THE PROPERTIES OF MISS E.A. FOLLETT
 LW2764'AND MR. LOWELL EMERSON RUNS OVER THE ROCK.
 LW2764
 LW2764                          STATION RECOVERY (1932)
 LW2764
 LW2764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW2764'IN THE NORTHWESTERN PART OF THE TOWN OF CUMBERLAND, ABOUT 1-1/2
 LW2764'MILES NE OF THE VILLAGE OF CUMBERLAND HILL ON THE SUMMIT OF A
 LW2764'HILL KNOWN AS COPPER MINE HILL OR BEACONPOLE HILL.
 LW2764'
 LW2764'FROM PROVIDENCE GO N ON U.S. HIGHWAY 1 TO ITS JUNCTION WITH
 LW2764'HIGHWAY 122 (THE PAWTUCKET-WOONSOCKET ROAD) AND TURNING LEFT ON
 LW2764'LATTER, GO 10 MILES TO WRENTHAM ROAD IN CUMBERLAND
 LW2764'VILLAGE.  THERE IS A RED BRICK SCHOOLHOUSE ON THE NE CORNER AND
 LW2764'ALSO A SIGN POST WHICH READS AS FOLLOWS--WRENTHAM ROAD, WRENTHAM
 LW2764'5M, W. WRENTHAM 4-1/2 M.  GO N ON THIS ROAD 1.5 MILES TO THE
 LW2764'TOP OF THE HILL WHERE ANOTHER (TOWER ROAD) JOINS IT ON THE
 LW2764'RIGHT.  FROM HERE GO E 0.1 MILE TO A PATH THAT LEADS UP THE
 LW2764'HILL.  THERE IS A FORK IN PATH JUST AFTER ENTERING FROM THE
 LW2764'ROAD, FOLLOW ONE BEARING TO RIGHT WHICH LEADS TO REFERENCE
 LW2764'MARK NO. 1, A STANDARD DISK DATED 1932, SET IN BEDROCK, ABOUT
 LW2764'200 METERS W OF THE STATION.
 LW2764'
 LW2764'THE STATION IS MARKED BY A STANDARD DISK MARKED 1844-1932.  IT
 LW2764'IS ON THE HIGHEST PART OF A ROUND, GRANITE ROCK WITH A SMOOTH
 LW2764'SURFACE ABOUT 25 OR 30 FEET IN DIAMETER.
 LW2764'
 LW2764'MISS E. A. FOLLETT, OWNER OF THE PROPERTY, GAVE HER
 LW2764'CONSENT.  HER RESIDENCE IS ABOUT 1.3 MILES DOWN TOWER ROAD AND
 LW2764'IF PARTY HAS DIFFICULTY IN LOCATING MARK, SHE WILL GLADLY SEND
 LW2764'MAN TO POINT IT OUT.
 LW2764
 LW2764                          STATION RECOVERY (1934)
 LW2764
 LW2764'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2764'STATION AND REFERENCES RECOVERED IN GOOD CONDITION.  REFERENCE
 LW2764'MARK NO. 1, A STANDARD DISK DATED 1932, INSTEAD OF BEING ABOUT
 LW2764'200 METERS W OF THE STATION, IS ACTUALLY CLOSE TO 135 METERS W
 LW2764'OF THE STATION.
 LW2764
 LW2764                          STATION RECOVERY (1935)
 LW2764
 LW2764'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2764'FOUND THE STATION MARKED WITH A STANDARD DISK STAMPED BEACONPOLE
 LW2764'1844-1932.
 LW2764'
 LW2764'REFERENCE MARK NO. 1 IS A DRILL HOLE 1/2-INCH DIAMETER AND 2
 LW2764'INCHES DEEP WITHIN A 2-INCH CHISELED SQUARE.
 LW2764'
 LW2764'REFERENCE MARKS NO. 2 AND NO. 3 HAVE BEEN REPLACED WITH STANDARD
 LW2764'REFERENCE DISKS.
 LW2764'
 LW2764'REFERENCE MARK NO. 4 IS A DRILL HOLE 1/2-INCH IN DIAMETER AND
 LW2764'2 INCHES DEEP WITHIN A 3-INCH CHISELED SQUARE IN THE SAME ROCK
 LW2764'AS THE STATION.
 LW2764'
 LW2764'AT REFERENCE MARKS NO. 1, NO. 2, AND NO. 4 THERE ARE CHISELED
 LW2764'ARROWS POINTING TO THE STATION.  THE DESCRIBED DISTANCES ARE
 LW2764'CORRECT.
 LW2764'
 LW2764'A STANDARD REFERENCE DISK STAMPED NO. 1 IS SET IN AN OUTCROP OF
 LW2764'ROCK AT THE HIGHEST PART OF THE HILL.
 LW2764'
 LW2764'THE DESCRIPTION SHOULD BE ENTIRELY RE-WRITTEN.  THE ELECTRIC
 LW2764'RAILWAY BETWEEN WOONSOCKET AND MANVILLE IS GONE.  THE VILLAGE OF
 LW2764'CUMBERLAND HILL MAY BE DESCRIBED AS BEING ON RHODE ISLAND HIGHWAY
 LW2764'122, 3-1/2 MILES SE OF THE CITY OF WOONSOCKET.  THE CART PATH
 LW2764'PASSING 75 METERS TO THE N OF THE STATION IS NO LONGER VISIBLE.
 LW2764'
 LW2764'THE STATION IS INCORRECTLY NOTED IN THE INDEX AS BEING IN
 LW2764'MASSACHUSETTS.
 LW2764'
 LW2764'TO REACH THE STATION, START AT THE VILLAGE OF CUMBERLAND HILL,
 LW2764'TURN N FROM HIGHWAY 122 ON A ROAD KNOWN LOCALLY AS THE WRENTHAM
 LW2764'ROAD, PROCEED ON THIS ROAD ABOUT 1.3 MILES TO A 1 1/2-STORY
 LW2764'SHINGLED HOUSE STANDING ON THE E SIDE OF THE ROAD, TURN E INTO A
 LW2764'CART PATH WHICH PASSES TO THE S OF THIS HOUSE AND WHICH IS KNOWN
 LW2764'LOCALLY AS THE TOWER HILL ROAD (NOTE--THIS MUST NOT BE CONFUSED
 LW2764'WITH THE TOWER HILL ROAD IN SOUTH KINGSTOWN AND WHICH IS A PART
 LW2764'OF THE STATE HIGHWAY SYSTEM), GO E ON THIS CART PATH ABOUT 1/2
 LW2764'MILE TO A TRAIL OR FOOT PATH WHICH LEADS OFF TO THE NE NEAR A
 LW2764'STONE WALL AND WHICH TAKES ONE TO THE SUMMIT OF THE HILL.
 LW2764'THE STATION IS ABOUT 3/8 MILE E OF THE WRENTHAM ROAD.
 LW2764
 LW2764                          STATION RECOVERY (1936)
 LW2764
 LW2764'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1936
 LW2764'THIS IS A U.S.C. AND G.S. STANDARD DISK, STAMPED BEACONPOLE,
 LW2764'1844-1932, REPLACING ORIGINAL BOLT SET IN LARGE, ROUND, SMOOTH
 LW2764'LEDGE OUTCROP ON TOP OF A HIGH HILL KNOWN AS COPPER MINE OR
 LW2764'BEACONPOLE HILL, ABOUT 2 MILES NE OF THE VILLAGE OF CUMBERLAND
 LW2764'HILL, IN THE NORTHWESTERN PART OF CUMBERLAND, RHODE ISLAND.
 LW2764'
 LW2764'FIVE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION BUT WERE
 LW2764'NOT RETAPED IN 1936.
 LW2764'
 LW2764'REFERENCE MARK NO. 1, 25.82 FEET DISTANT FROM THE STATION IN
 LW2764'AZIMUTH 356 DEG 35 MIN, IS AN ORIGINAL DRILL HOLE ON APEX OF
 LW2764'LARGE LOW ROCK.
 LW2764'
 LW2764'REFERENCE MARK NO. 2, 33.20 FEET DISTANT FROM THE STATION IN
 LW2764'AZIMUTH 87 DEG 11 MIN, IS A STANDARD DISK IN DRILL HOLE NEAR S
 LW2764'CORNER OF FLAT ROCK.
 LW2764'
 LW2764'REFERENCE MARK NO. 3, 21.03 FEET DISTANT FROM THE STATION IN
 LW2764'AZIMUTH 151 DEG 38 MIN, IS AN ORIGINAL DRILL HOLE IN CENTER OF
 LW2764'FLAT ROCK.
 LW2764'
 LW2764'REFERENCE MARK NO. 4, 18.01 FEET DISTANT FROM THE STATION IN
 LW2764'AZIMUTH 233 DEG 34 MIN, IS A STANDARD DISK IN DRILL HOLE ON E
 LW2764'SLOPE OF SAME LARGE ROCK OUTCROP AS STATION.
 LW2764'
 LW2764'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BEACONPOLE
 LW2764'NO. 1, 1932, ABOUT 400 FEET W OF STATION.
 LW2764'
 LW2764'VIEW FROM GROUND IS CLEAR ONLY FROM BLUE HILL LINE (NE),
 LW2764'THROUGH THE E TO THE S.  A 20-FOOT TOWER WILL CLEAR PRESENT
 LW2764'GROWTH OF TREES ON HIGHER PART OF HILL W OF STATION, AND A
 LW2764'12-FOOT TOWER WILL CLEAR ALL BUT TWO LARGE TREES FROM THAT
 LW2764'POINT CLOCKWISE TO BLUE HILL LINE.
 LW2764'
 LW2764'A MAGNETIC STATION NAMED BEACONPOLE R.M. NO. 1, 1936, WAS
 LW2764'ESTABLISHED BY THE MASS. GEODETIC SURVEY ON THE STANDARD
 LW2764'REFERENCE DISK SET BY THE U.S.C. AND G.S. IN 1932 STAMPED
 LW2764'BEACONPOLE R.M. NO. 1, 1932.
 LW2764'
 LW2764'TO REACH STATION FOLLOW DIAMOND HILL ROAD, ROUTE 11, TO A
 LW2764'GRAVEL CROSS ROAD ABOUT 3 MILES E OF WOONSOCKET AND 1.5 MILES W
 LW2764'OF THE JUNCTION OF ROUTES 11 AND 114 AT GRANTS MILLS.  THEN
 LW2764'FOLLOW CROSS ROAD SOUTHERLY TOWARD WEST CUMBERLAND, (PASSING
 LW2764'ROAD TO QUARRY AT 0.65 MILE) 1.35 MILES TO ROAD LEADING
 LW2764'EASTWARD.  FOLLOW THIS ABOUT 0.3 MILE TO A PATH JUST W OF A
 LW2764'STONE WALL ON LEFT.  FOLLOW PATH NORTHERLY ABOUT 810 FEET TO
 LW2764'STATION.
 LW2764
 LW2764                          STATION RECOVERY (1937)
 LW2764
 LW2764'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1937
 LW2764'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED BY
 LW2764'T.J.M. 1935.  IN THIS DESCRIPTION REFERENCE MARK NO. 1 1932
 LW2764'SHOULD READ W OF STATION INSTEAD OF E OF STATION.  REFERENCE MARK
 LW2764'NO. 1 1844 IS ON THE NE END OF THE SAME ROCK OUTCROP INSTEAD OF
 LW2764'THE W END AS PER T.J.M. 1935.  REFERENCE MARK NO. 1 1844
 LW2764'DESCRIBED BY T.J.M. 1935 ASSUMED TO BE THE SAME REFERENCE AS
 LW2764'THAT DESCRIBED BY C.D.M. 1932 AS REFERENCE MARK NO. 4 1844 AND
 LW2764'REFERENCE MARK NO. 1 1844 DESCRIBED BY C.D.M. 1932 IS
 LW2764'25.91 FEET S OF STATION INSTEAD OF 35.88 FEET.
 LW2764
 LW2764                          STATION RECOVERY (1968)
 LW2764
 LW2764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2764'THE STATION MARK WAS RECOVERED WITH JUST THE SHANK OF THE
 LW2764'ORIGINAL DISK STILL CEMENTED IN THE DRILL HOLE.  RM 1 AND RM 3
 LW2764'WERE RECOVERED AS DESCRIBED.  RM 1 IS NOW A DRILL HOLE WHERE
 LW2764'THE DISK HAS BEEN REMOVED.  THE LONG RM 1 AND RM 2 WERE DESTROYED
 LW2764'AND RM 5 AND RM 6 WERE ESTABLISHED AT THIS TIME.  THE DRILL HOLE
 LW2764'WHERE RM 2 HAD BEEN LOCATED WAS USED TO ESTABLISH RM 5 AT THIS
 LW2764'TIME.  THE DRILL HOLE WHERE THE LONG RM 1 WAS LOCATED WAS USED
 LW2764'TO ESTABLISH RM 6.  THE DISTANCES TO ALL MARKS CHECKED WITH
 LW2764'THE PREVIOUS MEASUREMENTS.  THE DIRECTION TO RM 1 (PREVIOUSLY
 LW2764'DRILL HOLE 1) CHECKED WITH THE PREVIOUS OBSERVATION.  THE DIRECTION
 LW2764'TO RM 2 (PREVIOUSLY DRILL HOLE 2) WAS FOUND TO BE 1 MINUTE
 LW2764'AND 37 SECONDS SMALLER THAN THE PREVIOUS OBSERVATION.  THE
 LW2764'DIRECTION TO RM 3 WAS FOUND TO BE 2 MINUTES AND 49 SECONDS
 LW2764'GREATER THAN THE PREVIOUS OBSERVATION.
 LW2764'
 LW2764'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW2764'
 LW2764'THE STATION IS LOCATED ABOUT 3 MILES EAST OF WOONSOCKET, 1-1/2
 LW2764'MILES SOUTH OF THE RHODE ISLAND AND MASSACHUSETTS STATE LINE,
 LW2764'1-1/4 MILES NORTHEAST OF CUMBERLAND HILL AND ON PROPERTY OWNED BY
 LW2764'THE NEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY.
 LW2764'
 LW2764'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 120
 LW2764'AND 122 IN CUMBERLAND HILL, GO NORTHWEST ON HIGHWAY 122 FOR
 LW2764'0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 LW2764'WRENTHAM ROAD FOR 1.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 LW2764'GO EASTERLY ON TOWER HILL ROAD FOR 0.3 MILE TO A WOODS ROAD
 LW2764'LEFT.  TURN LEFT AND GO NORTHEAST ON THE WOODS ROAD FOR 0.1 MILE
 LW2764'TO THE TOP OF A RIDGE AND A FLAT ROCKY AREA.  BEAR RIGHT AND
 LW2764'CONTINUE NORTHEASTERLY ALONG THE RIDGE FOR 0.1 MILE TO THE
 LW2764'STATION AS DESCRIBED.
 LW2764'
 LW2764'THE STATION MARK IS THE SHANK OF A TRIANGULATION STATION DISK
 LW2764'SET IN A DRILL HOLE IN BEDROCK AND IT IS FLUSH WITH THE GROUND
 LW2764'SURFACE.  IT IS 24 FEET SOUTHWEST OF A 6-INCH OAK TREE AND 11
 LW2764'FEET WEST OF THE EAST EDGE OF THE BEDROCK.
 LW2764'
 LW2764'RM 1 IS A DRILL HOLE IN BEDROCK.  THE HOLE IS ABOUT 1/2 INCH IN
 LW2764'DIAMETER.  IT IS 37 FEET NORTHEAST OF A TWIN TRUNK OAK TREE,
 LW2764'5 FEET SOUTHWEST OF A 6-INCH OAK TREE AND 3 FEET SOUTHWEST OF
 LW2764'THE EDGE OF THE BEDROCK.
 LW2764'
 LW2764'RM 2 IS A DRILL HOLE IN BEDROCK.  THE HOLE IS ABOUT 1/2 INCH
 LW2764'IN DIAMETER.  IT IS 16.5 FEET SOUTHEAST OF THE TWIN TRUNK OAK
 LW2764'TREE AND 4 FEET NORTH OF THE EDGE OF THE BEDROCK.
 LW2764'
 LW2764'RM 3 IS A STANDARD DISK SET IN A DRILL HOLE IN AN OUTCROPPING OF
 LW2764'BEDROCK.  IT IS STAMPED BEACONPOLE NO 3 1844 1932 AND IS SET
 LW2764'FLUSH WITH THE GROUND SURFACE.  IT IS 33.5 FEET NORTH OF THE
 LW2764'TWIN TRUNK OAK TREE, 14.5 FEET SOUTHEAST OF AN 8-INCH OAK TREE
 LW2764'AND 5 FEET NORTHWEST OF A 4-INCH OAK TREE.  (NOTE--12A)
 LW2764'
 LW2764'RM 5 IS A STANDARD DISK SET IN A DRILL HOLE IN AN OUTCROPPING
 LW2764'OF BEDROCK.  IT IS STAMPED BEACONPOLE NO 5 1844 1968 AND IS SET
 LW2764'FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET NORTH OF THE TWIN
 LW2764'TRUNK OAK TREE AND 44 FEET WEST OF THE EDGE OF THE
 LW2764'BEDROCK.  (NOTE--12A)
 LW2764'
 LW2764'RM 6 IS A STANDARD DISK SET IN A DRILL HOLE IN AN OUTCROPPING
 LW2764'OF BEDROCK.  IT IS STAMPED BEACONPOLE NO 6 1844 1968 AND IS SET
 LW2764'FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET NORTHWEST OF A
 LW2764'10-INCH PINE TREE, 19 FEET SOUTH OF A 4-INCH PINE TREE AND 8 FEET
 LW2764'WEST OF THE EAST EDGE OF A ROCK FORMATION.  (NOTE--12A)
 LW2764'
 LW2764'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 LW2764'
 LW2764'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2764'1-1/4 MILE NORTHEAST OF CUMBERLAND HILL.
 LW2764
 LW2764                          STATION RECOVERY (2005)
 LW2764
 LW2764'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DKA)
 LW2764'STATION AND ONE RM RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2767 ***********************************************************************
 LW2767  DESIGNATION -  BEAR HILL
 LW2767  PID         -  LW2767
 LW2767  STATE/COUNTY-  RI/PROVIDENCE
 LW2767  USGS QUAD   -  PAWTUCKET (1975)
 LW2767
 LW2767                         *CURRENT SURVEY CONTROL
 LW2767  ___________________________________________________________________
 LW2767* NAD 83(1996)-  41 56 44.90454(N)    071 23 21.47096(W)     ADJUSTED  
 LW2767* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LW2767  ___________________________________________________________________
 LW2767  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LW2767  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LW2767
 LW2767  HORZ ORDER  -  THIRD
 LW2767
 LW2767.The horizontal coordinates were established by classical geodetic methods
 LW2767.and adjusted by the National Geodetic Survey in August 1998..
 LW2767
 LW2767.The orthometric height was scaled from a topographic map.
 LW2767
 LW2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2767
 LW2767.The geoid height was determined by GEOID03.
 LW2767
 LW2767;                    North         East     Units Scale Factor Converg.
 LW2767;SPC RI       -    95,794.971   109,179.509   MT  0.99999479   +0 04 26.4
 LW2767;SPC RI       -   314,287.33    358,199.77   sFT  0.99999479   +0 04 26.4
 LW2767;UTM  19      - 4,646,520.333   301,950.047   MT  1.00008267   -1 35 51.3
 LW2767
 LW2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2767!SPC RI       -   0.99999991  x   0.99999479  =   0.99999470
 LW2767!UTM  19      -   0.99999991  x   1.00008267  =   1.00008258
 LW2767
 LW2767:                Primary Azimuth Mark                     Grid Az
 LW2767:SPC RI       -  OAK HILL 1884                            110 45 15.9
 LW2767:UTM  19      -  OAK HILL 1884                            112 25 33.6
 LW2767
 LW2767|---------------------------------------------------------------------|
 LW2767| PID    Reference Object                     Distance      Geod. Az  |
 LW2767|                                                           dddmmss.s |
 LW2767| LW2600 OAK HILL 1884                       APPROX. 9.9 KM 1104942.3 |
 LW2767| LW2739 CENTRAL FALLS BAP CH SPIRE          APPROX. 6.7 KM 1781758.2 |
 LW2767| LW2752 CENTRAL FALLS CITY HALL CUPOLA      APPROX. 6.5 KM 1784027.6 |
 LW2767|---------------------------------------------------------------------|
 LW2767
 LW2767                          SUPERSEDED SURVEY CONTROL
 LW2767
 LW2767  NAD 83(1996)-  41 56 44.90453(N)    071 23 21.47097(W) AD(       ) 3
 LW2767  NAD 83(1992)-  41 56 44.90320(N)    071 23 21.47001(W) AD(       ) 3
 LW2767  NAD 83(1992)-  41 56 44.90319(N)    071 23 21.47002(W) AD(       ) 3
 LW2767  NAD 83(1986)-  41 56 44.90185(N)    071 23 21.46726(W) AD(       ) 3
 LW2767  NAD 27      -  41 56 44.54700(N)    071 23 23.26500(W) AD(       ) 3
 LW2767
 LW2767.Superseded values are not recommended for survey control.
 LW2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2767.See file dsdata.txt to determine how the superseded data were derived.
 LW2767
 LW2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0195046520(NAD 83)
 LW2767
 LW2767  HISTORY     - Date     Condition        Report By
 LW2767  HISTORY     - UNK      MONUMENTED
 LW2767  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2767  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2767
 LW2767                          STATION DESCRIPTION
 LW2767
 LW2767'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2767'STATION IS NOT DESCRIBED AND IS NOT SHOWN ON ANY OF THE
 LW2767'SKETCHES.
 LW2767'
 LW2767'FOUND BEAR HILL FROM THE GEOGRAPHIC POSITION.  THE OFFICIAL BEAR
 LW2767'HILL IS AT THE OTHER END OF THE STATE.  MET AN OLD FARMER WHO
 LW2767'KNOWS THIS HIGH LAND AS BEAR HILL, BUT HE DID NOT RECALL THAT
 LW2767'SURVEYORS HAD EVER OCCUPIED A POINT ON IT AND KNEW OF NO MARK.
 LW2767'
 LW2767'THE HILL IS ABOUT 1/2 MILE W OF THE BOUNDARY BETWEEN
 LW2767'MASSACHUSETTS AND RHODE ISLAND, ABOUT 3/4 MILE E OF DIAMOND HILL
 LW2767'ROAD (STATE HIGHWAY 114) AND ABOUT 3 MILES N OF THE VILLAGE OF
 LW2767'VALLEY FALLS.
 LW2767
 LW2767                          STATION RECOVERY (1968)
 LW2767
 LW2767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LW2767'THERE WAS NO OFFICIAL GEOGRAPHIC POSITION OR DESCRIPTION FOUND
 LW2767'FOR A TRIANGULATION STATION BEAR HILL IN THIS AREA.  MARKS WERE
 LW2767'SEARCHED FOR BUT NOT FOUND.  THE RIDGE WHERE TRIANGULATION
 LW2767'STATION BEAR HILL 2 IS ESTABLISHED IS LOCALLY KNOWN AS BEAR HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2768 ***********************************************************************
 LW2768  DESIGNATION -  BEAR HILL 2
 LW2768  PID         -  LW2768
 LW2768  STATE/COUNTY-  RI/PROVIDENCE
 LW2768  USGS QUAD   -  PAWTUCKET (1975)
 LW2768
 LW2768                         *CURRENT SURVEY CONTROL
 LW2768  ___________________________________________________________________
 LW2768* NAD 83(1996)-  41 56 44.88875(N)    071 23 21.46616(W)     ADJUSTED  
 LW2768* NAVD 88     -        87.6    (meters)     287.     (feet)  VERTCON   
 LW2768  ___________________________________________________________________
 LW2768  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LW2768  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LW2768
 LW2768  HORZ ORDER  -  FIRST
 LW2768
 LW2768.The horizontal coordinates were established by classical geodetic methods
 LW2768.and adjusted by the National Geodetic Survey in August 1998..
 LW2768
 LW2768.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2768
 LW2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2768
 LW2768.The geoid height was determined by GEOID03.
 LW2768
 LW2768;                    North         East     Units Scale Factor Converg.
 LW2768;SPC RI       -    95,794.484   109,179.620   MT  0.99999479   +0 04 26.4
 LW2768;SPC RI       -   314,285.74    358,200.14   sFT  0.99999479   +0 04 26.4
 LW2768;SPC MA M     -   855,055.532   209,179.439   MT  0.99997439   +0 04 27.7
 LW2768;SPC MA M     - 2,805,294.69    686,282.88   sFT  0.99997439   +0 04 27.7
 LW2768;UTM  19      - 4,646,519.843   301,950.143   MT  1.00008267   -1 35 51.3
 LW2768
 LW2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2768!SPC RI       -   0.99999085  x   0.99999479  =   0.99998564
 LW2768!SPC MA M     -   0.99999085  x   0.99997439  =   0.99996524
 LW2768!UTM  19      -   0.99999085  x   1.00008267  =   1.00007351
 LW2768
 LW2768:                Primary Azimuth Mark                     Grid Az
 LW2768:SPC RI       -  SWEEDENS                                 151 29 15.6
 LW2768:SPC MA M     -  SWEEDENS                                 151 29 14.3
 LW2768:UTM  19      -  SWEEDENS                                 153 09 33.3
 LW2768
 LW2768|---------------------------------------------------------------------|
 LW2768| PID    Reference Object                     Distance      Geod. Az  |
 LW2768|                                                           dddmmss.s |
 LW2768| LW2609 SWEEDENS                            APPROX. 5.5 KM 1513342.0 |
 LW2768| CB7108 BEAR HILL 2 RM 1                     28.412 METERS 15457     |
 LW2768| LW2732 VALLEY FALLS TOWN HALL CUPOLA       APPROX. 5.0 KM 1811237.4 |
 LW2768| LW2749 VALLEY FALLS RAD WXTR N MAST        APPROX. 4.5 KM 1900755.1 |
 LW2768| LW2740 LINCOLN TOWN MUN STANDPIPE          APPROX. 4.7 KM 2471719.9 |
 LW2768| CB7109 BEAR HILL 2 RM 2                     25.510 METERS 32754     |
 LW2768| LW2759 CUMBERLAND TOWN TANK                APPROX. 2.5 KM 3320629.9 |
 LW2768|---------------------------------------------------------------------|
 LW2768
 LW2768                          SUPERSEDED SURVEY CONTROL
 LW2768
 LW2768  NAD 83(1996)-  41 56 44.88872(N)    071 23 21.46617(W) AD(       ) 1
 LW2768  NAD 83(1992)-  41 56 44.88723(N)    071 23 21.46519(W) AD(       ) 1
 LW2768  NAD 83(1992)-  41 56 44.88720(N)    071 23 21.46520(W) AD(       ) 1
 LW2768  NAD 83(1986)-  41 56 44.88607(N)    071 23 21.46396(W) AD(       ) 1
 LW2768  NAD 27      -  41 56 44.52979(N)    071 23 23.25772(W) AD(       ) 1
 LW2768  NGVD 29 (07/19/86)   87.8    (m)          288.     (f) VERT ANG       
 LW2768
 LW2768.Superseded values are not recommended for survey control.
 LW2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2768.See file dsdata.txt to determine how the superseded data were derived.
 LW2768
 LW2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0195046520(NAD 83)
 LW2768_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2768_SETTING: 66 = SET IN ROCK OUTCROP
 LW2768_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW2768_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2768+STABILITY: POSITION/ELEVATION WELL
 LW2768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW2768+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 LW2768
 LW2768  HISTORY     - Date     Condition        Report By
 LW2768  HISTORY     - 1968     MONUMENTED       CGS
 LW2768  HISTORY     - 1988     GOOD             RIGS
 LW2768  HISTORY     - 20050403 GOOD             GEOCAC
 LW2768
 LW2768                          STATION DESCRIPTION
 LW2768
 LW2768'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2768'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF VALLEY FALLS,
 LW2768'2 MILES EAST OF ASHTON, 2 MILES SOUTH OF ARNOLD MILLS AND ON
 LW2768'PROPERTY OWNED BY MR. DANIEL A. CARGILL.
 LW2768'
 LW2768'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 116
 LW2768'AND 114 ABOUT 1-1/2 MILES EAST OF ASHTON, GO NORTH ON STATE
 LW2768'HIGHWAY 114 FOR ABOUT 100 FEET TO A SIDE ROAD RIGHT.  TURN RIGHT
 LW2768'AND GO EASTERLY ON BEAR HILL ROAD FOR 0.9 MILE TO A DRIVEWAY
 LW2768'LEFT AND A PRIVATE SIDE ROAD RIGHT.  TURN SHARP RIGHT AND GO
 LW2768'SOUTHERLY ON A BLACKTOP ROAD FOR 0.1 MILE TO A SMALL CLEARING
 LW2768'AND A DIM WOODS ROAD RIGHT.  TURN RIGHT AND GO WEST AND
 LW2768'SOUTHWEST ON THE DIM WOODS ROAD FOR 0.05 MILE TO THE TOP OF A
 LW2768'SMALL HILL AND THE STATION AS DESCRIBED.
 LW2768'
 LW2768'STATION MARK, STAMPED BEAR HILL 2 1968 IS A STANDARD DISK SET
 LW2768'IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS 12 INCHES
 LW2768'BELOW THE GROUND SURFACE.  IT IS 76 FEET SOUTHEAST OF THE WITNESS
 LW2768'POST AT RM 2, 22 FEET SOUTH OF A CLUSTER OF 4 MAPLE TREES AND 7
 LW2768'FEET EAST OF A 5-INCH OAK TREE.
 LW2768'
 LW2768'RM 1, A STANDARD DISK STAMPED BEAR HILL NO 1 1968 IS SET IN A
 LW2768'DRILL HOLE IN A SMALL BOULDER WHICH PROJECTS 12 INCHES.  IT IS 5
 LW2768'FEET SOUTH OF A 6-INCH OAK TREE AND 3 FEET NORTHWEST OF A METAL
 LW2768'WITNESS POST.
 LW2768'
 LW2768'RM 2, A STANDARD DISK STAMPED BEAR HILL NO 2 1968 IS SET IN A
 LW2768'DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS 4
 LW2768'FEET.  IT IS 8.5 FEET WEST OF A METAL WITNESS POST AND 25 FEET
 LW2768'NORTHWEST OF A TRIPLE TRUNK MAPLE TREE.
 LW2768'
 LW2768'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW2768
 LW2768                          STATION RECOVERY (1988)
 LW2768
 LW2768'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988 (GEC)
 LW2768'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW --
 LW2768'A NEW TO REACH FOLLOWS.
 LW2768'
 LW2768'OWNERSHIP -- RICHARD ARNOLD.
 LW2768'
 LW2768'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 116 AND 114
 LW2768'ABOUT 1.5 MILES EAST OF ASHTON, GO NORTH ON HIGHWAY 114 FOR ABOUT
 LW2768'100 FEET TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 LW2768'EAST FOR 1.5 KM (.9 MI) ON BEAR HILL ROAD,
 LW2768'TURN RIGHT AND GO SOUTH FOR .25 KM (.15 MI) ON URSA WAY TO THE END
 LW2768'OF THE PUBLIC ROAD, A FIRE HYDRANT AND POWER POLE 4 ON THE RIGHT,
 LW2768'AND THE STATION ON THE RIGHT AS DESCRIBED.
 LW2768'
 LW2768'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2768
 LW2768                          STATION RECOVERY (2005)
 LW2768
 LW2768'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW2768'I DID NOT LOOK FOR THE RM'S DUE TO RAIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2981 ***********************************************************************
 LW2981  DESIGNATION -  BEAVER
 LW2981  PID         -  LW2981
 LW2981  STATE/COUNTY-  RI/NEWPORT
 LW2981  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2981
 LW2981                         *CURRENT SURVEY CONTROL
 LW2981  ___________________________________________________________________
 LW2981* NAD 83(1996)-  41 27 01.80286(N)    071 23 56.74920(W)     ADJUSTED  
 LW2981* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 LW2981  ___________________________________________________________________
 LW2981  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LW2981  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW2981
 LW2981  HORZ ORDER  -  SECOND
 LW2981
 LW2981.The horizontal coordinates were established by classical geodetic methods
 LW2981.and adjusted by the National Geodetic Survey in August 1998..
 LW2981
 LW2981.The orthometric height was scaled from a topographic map.
 LW2981
 LW2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2981
 LW2981.The geoid height was determined by GEOID03.
 LW2981
 LW2981;                    North         East     Units Scale Factor Converg.
 LW2981;SPC RI       -    40,781.937   108,431.374   MT  0.99999462   +0 04 00.5
 LW2981;SPC RI       -   133,798.74    355,745.27   sFT  0.99999462   +0 04 00.5
 LW2981;UTM  19      - 4,591,547.050   299,604.976   MT  1.00009423   -1 35 19.2
 LW2981
 LW2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2981!SPC RI       -   1.00000320  x   0.99999462  =   0.99999782
 LW2981!UTM  19      -   1.00000320  x   1.00009423  =   1.00009743
 LW2981
 LW2981|---------------------------------------------------------------------|
 LW2981| PID    Reference Object                     Distance      Geod. Az  |
 LW2981|                                                           dddmmss.s |
 LW2981| LW0639 BATTERY 213                         339.818 METERS 01033     |
 LW2981| LW2970 BC 6                                488.309 METERS 0184739.2 |
 LW2981| LW0640 BATTERY WHITING                     220.652 METERS 05430     |
 LW2981| LW0641 BEAVERTAIL RM 2                      16.119 METERS 06307     |
 LW2981| LW0642 BEAVERTAIL                           27.341 METERS 08513     |
 LW2981| LW2865 WEST TOWER                          APPROX. 3.6 KM 0881103.6 |
 LW2981| LW2846 TOWER 9                             APPROX. 3.9 KM 0895708.1 |
 LW2981|---------------------------------------------------------------------|
 LW2981
 LW2981                          SUPERSEDED SURVEY CONTROL
 LW2981
 LW2981  NAD 83(1996)-  41 27 01.80228(N)    071 23 56.74825(W) AD(       ) 2
 LW2981  NAD 83(1992)-  41 27 01.80135(N)    071 23 56.74856(W) AD(       ) 2
 LW2981  NAD 83(1992)-  41 27 01.80061(N)    071 23 56.74818(W) AD(       ) 2
 LW2981  NAD 83(1986)-  41 27 01.80069(N)    071 23 56.74634(W) AD(       ) 2
 LW2981  NAD 27      -  41 27 01.42997(N)    071 23 58.55060(W) AD(       ) 2
 LW2981
 LW2981.Superseded values are not recommended for survey control.
 LW2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2981.See file dsdata.txt to determine how the superseded data were derived.
 LW2981
 LW2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9960591547(NAD 83)
 LW2981_MARKER: DS = TRIANGULATION STATION DISK
 LW2981_SETTING: 0 = UNSPECIFIED SETTING
 LW2981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2981+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2004
 LW2981
 LW2981  HISTORY     - Date     Condition        Report By
 LW2981  HISTORY     - 1943     MONUMENTED       CGS
 LW2981  HISTORY     - 1954     GOOD             CGS
 LW2981  HISTORY     - 20041222 GOOD             USPSQD
 LW2981
 LW2981                          STATION DESCRIPTION
 LW2981
 LW2981'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2981'THE STATION IS ON THE S END OF CONANICUT ISLAND, WHICH END IS
 LW2981'KNOWN AS BEAVERTAIL POINT, WITHIN FORT BURNSIDE, AND ABOUT 150
 LW2981'YDS. N OF BEAVERTAIL LIGHTHOUSE.  IT IS ABOUT 100 FT. SW OF A ROAD
 LW2981'Y-INTERSECTION, 35 FT. W OF THE NW CORNER OF A COVERED CONCRETE
 LW2981'BOX THAT IS ABOUT 8 FT. SQUARE AND PROJECTS ABOUT 2 FT. ABOVE
 LW2981'GROUND, AND 2 FT. N OF THE PROJECTED PLANE OF THE N WALL OF SAID
 LW2981'BOX.  SURFACE STATION MARK IS A STANDARD STATION DISK, STAMPED
 LW2981'BEAVER 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LW2981'4 IN.
 LW2981'
 LW2981'THE UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP OF
 LW2981'A CONCRETE POST.
 LW2981'
 LW2981'STATION BEAVERTAIL IS ABOUT E OF THE STATION, 53 FT. E-NE OF THE
 LW2981'NE CORNER OF THE CONCRETE BOX.  SURFACE STATION MARK IS A STANDARD
 LW2981'STATION DISK, STAMPED BEAVERTAIL 1940 AND SET IN THE TOP OF A
 LW2981'CONCRETE POST.  THE UNDERGROUND STATION MARK IS A STANDARD DISK
 LW2981'SET IN THE TOP OF A CONCRETE POST.
 LW2981'
 LW2981'REFERENCE MARK 2, OF STATION BEAVERTAIL, IS A STANDARD
 LW2981'REFERENCE-MARK DISK, STAMPED BEAVERTAIL NO 2 1940 AND SET IN A
 LW2981'DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FT. HIGH.
 LW2981'
 LW2981'DISTANCE FROM STATION BEAVERTAIL TO BEAVERTAIL REFERENCE MARK 2 IS
 LW2981'14.770 M.
 LW2981'
 LW2981'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LW2981
 LW2981                          STATION RECOVERY (1954)
 LW2981
 LW2981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2981'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE 1943
 LW2981'DESCRIPTION IS ADEQUATE AND COMPLETE.
 LW2981
 LW2981                          STATION RECOVERY (2004)
 LW2981
 LW2981'RECOVERY NOTE BY US POWER SQUADRON 2004 (TLG)
 LW2981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0642 ***********************************************************************
 LW0642  DESIGNATION -  BEAVERTAIL
 LW0642  PID         -  LW0642
 LW0642  STATE/COUNTY-  RI/NEWPORT
 LW0642  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0642
 LW0642                         *CURRENT SURVEY CONTROL
 LW0642  ___________________________________________________________________
 LW0642* NAD 83(1996)-  41 27 01.87676(N)    071 23 55.57537(W)     ADJUSTED  
 LW0642* NAVD 88     -        10.815  (meters)      35.48   (feet)  ADJUSTED  
 LW0642  ___________________________________________________________________
 LW0642  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LW0642  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW0642  DYNAMIC HT  -          10.811 (meters)      35.47  (feet)  COMP
 LW0642  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 LW0642
 LW0642  HORZ ORDER  -  SECOND
 LW0642  VERT ORDER  -  SECOND    CLASS 0
 LW0642
 LW0642.The horizontal coordinates were established by classical geodetic methods
 LW0642.and adjusted by the National Geodetic Survey in August 1998..
 LW0642
 LW0642.The orthometric height was determined by differential leveling
 LW0642.and adjusted by the National Geodetic Survey in June 1991..
 LW0642
 LW0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0642
 LW0642.The geoid height was determined by GEOID03.
 LW0642
 LW0642.The dynamic height is computed by dividing the NAVD 88
 LW0642.geopotential number by the normal gravity value computed on the
 LW0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0642.degrees latitude (g = 980.6199 gals.).
 LW0642
 LW0642.The modeled gravity was interpolated from observed gravity values.
 LW0642
 LW0642;                    North         East     Units Scale Factor Converg.
 LW0642;SPC RI       -    40,784.249   108,458.617   MT  0.99999463   +0 04 01.2
 LW0642;SPC RI       -   133,806.32    355,834.65   sFT  0.99999463   +0 04 01.2
 LW0642;UTM  19      - 4,591,548.574   299,632.277   MT  1.00009410   -1 35 18.4
 LW0642
 LW0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0642!SPC RI       -   1.00000303  x   0.99999463  =   0.99999766
 LW0642!UTM  19      -   1.00000303  x   1.00009410  =   1.00009713
 LW0642
 LW0642|---------------------------------------------------------------------|
 LW0642| PID    Reference Object                     Distance      Geod. Az  |
 LW0642|                                                           dddmmss.s |
 LW0642| CB7110 BEAVERTAIL RM 1                      18.865 METERS 04029     |
 LW0642| LW2892 CASTLE HILL LIGHTHOUSE              APPROX. 3.3 KM 0664142.4 |
 LW0642| LW2983 BEAVERTAIL E 2 1940                 166.226 METERS 19647     |
 LW0642| LW2982 BEAVERTAIL LIGHTHOUSE               139.279 METERS 20245     |
 LW0642| LW2925 POINT JUDITH TANK                   APPROX. 9.8 KM 2262543.5 |
 LW0642| LW2958 WHALE ROCK BEACON                   APPROX. 2.2 KM 2520047.7 |
 LW0642| LW0641 BEAVERTAIL RM 2                      14.765 METERS 28709     |
 LW0642|---------------------------------------------------------------------|
 LW0642
 LW0642                          SUPERSEDED SURVEY CONTROL
 LW0642
 LW0642  NAD 83(1996)-  41 27 01.87618(N)    071 23 55.57442(W) AD(       ) 2
 LW0642  NAD 83(1992)-  41 27 01.87524(N)    071 23 55.57473(W) AD(       ) 2
 LW0642  NAD 83(1992)-  41 27 01.87451(N)    071 23 55.57434(W) AD(       ) 2
 LW0642  NAD 83(1986)-  41 27 01.87459(N)    071 23 55.57257(W) AD(       ) 2
 LW0642  NAD 27      -  41 27 01.50388(N)    071 23 57.37676(W) AD(       ) 2
 LW0642  NGVD 29 (??/??/92)   11.088  (m)           36.38   (f) ADJ UNCH    2 0
 LW0642
 LW0642.Superseded values are not recommended for survey control.
 LW0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0642.See file dsdata.txt to determine how the superseded data were derived.
 LW0642
 LW0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9963291549(NAD 83)
 LW0642_MARKER: DB = BENCH MARK DISK
 LW0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0642_STAMPING: BEAVERTAIL 1940
 LW0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0642+STABILITY: SURFACE MOTION
 LW0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0642+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2004
 LW0642
 LW0642  HISTORY     - Date     Condition        Report By
 LW0642  HISTORY     - 1940     MONUMENTED       CGS
 LW0642  HISTORY     - 1943     GOOD             CGS
 LW0642  HISTORY     - 1962     GOOD             CGS
 LW0642  HISTORY     - 1969     GOOD             CGS
 LW0642  HISTORY     - 1969     GOOD             NGS
 LW0642  HISTORY     - 1988     GOOD             USPSQD
 LW0642  HISTORY     - 20041222 GOOD             USPSQD
 LW0642
 LW0642                          STATION DESCRIPTION
 LW0642
 LW0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0642'STATION IS LOCATED ON THE S-MOST PART OF CONANICUT ISLAND, ON A
 LW0642'POINT OF LAND KNOWN AS BEAVERTAIL POINT, ABOUT 200 YDS. N OF
 LW0642'BEAVERTAIL LIGHTHOUSE, AT WHICH POINT THE PAVED ROAD MAKES A
 LW0642'COMPLETE LOOP AROUND THE POINT.  IT IS INSIDE OF THE LOOP, ABOUT
 LW0642'50 FT. S OF THE Y WHERE THE LOOP BEGINS AND ENDS, AND ABOUT 8 FT.
 LW0642'N OF THE STONE FENCE THAT PARALLELS THE INNER EDGE OF THE LOOP.
 LW0642'SURFACE STATION MARK IS A STANDARD STATION DISK, STAMPED
 LW0642'BEAVERTAIL 1940 AND SET IN THE TOP OF A CONCRETE POST.
 LW0642'
 LW0642'REFERENCE MARK 1 IS OUTSIDE OF THE LOOP, ABOUT 40 FT. E OF THE Y.
 LW0642'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED BEAVERTAIL NO 1 1940
 LW0642'AND SET IN THE TOP OF A CONCRETE POST.
 LW0642'
 LW0642'REFERENCE MARK 2 IS INSIDE OF THE LOOP W OF THE STATION, ABOUT 8
 LW0642'FT. N OF STONE FENCE.  IT IS A STANDARD REFERENCE-MARK DISK,
 LW0642'STAMPED BEAVERTAIL NO 2 1940 AND SET IN A DRILL HOLE IN A BOULDER.
 LW0642'
 LW0642'CASTLE HILL LIGHT CAN BE USED FOR AN AZIMUTH MARK.
 LW0642'
 LW0642'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 LW0642
 LW0642                          STATION RECOVERY (1943)
 LW0642
 LW0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0642'THE ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE, AND ALL MARKS
 LW0642'WERE RECOVERED IN GOOD CONDITION EXCEPT REFERENCE MARK 1 WHICH WAS
 LW0642'DESTROYED BY ROAD-WIDENING CONSTRUCTION.  A NEW DESCRIPTION FOLLOWS--
 LW0642'
 LW0642'THE STATION IS ON THE S END OF CONANICUT ISLAND, WHICH END IS
 LW0642'KNOWN AS BEAVERTAIL POINT, WITHIN FORT BURNSIDE, AND ABOUT 150
 LW0642'YDS. N OF BEAVERTAIL LIGHTHOUSE.  IT IS ABOUT 50 FT. S OF A ROAD
 LW0642'Y-INTERSECTION, 53 FT. E-NE OF A COVERED CONCRETE BOX, AND 41-1/2
 LW0642'FT. N-NE OF THE THIRD TELEPHONE POLE N OF THE LIGHTHOUSE.  THE
 LW0642'TELEPHONE POLES ALSO CARRY POWER LINES THAT PASS ALMOST DIRECTLY
 LW0642'OVER THE STATION, AND, FOR THIS REASON, IT WAS NECESSARY TO
 LW0642'ESTABLISH A NEW STATION, BEAVER, NEARBY BECAUSE A STEEL TOWER WAS
 LW0642'NEEDED FOR THE PRESENT WORK. SURFACE STATION MARK IS A STANDARD
 LW0642'STATION DISK, STAMPED BEAVERTAIL 1940 AND SET IN THE TOP OF A
 LW0642'CONCRETE POST FLUSH WITH THE GROUND.
 LW0642'
 LW0642'THE UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP OF
 LW0642'A CONCRETE POST.
 LW0642'
 LW0642'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 LW0642'BEAVERTAIL NO 2 1940 AND SET IN A DRILL HOLE IN A BOULDER.  THE
 LW0642'DISTANCE WAS MEASURED TO BE 14.770 M. WHICH IS 0.005 M. LONGER
 LW0642'THAN THE ORIGINAL.
 LW0642
 LW0642                          STATION RECOVERY (1962)
 LW0642
 LW0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 LW0642'THE STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 LW0642'CONDITION.  THE DISTANCE TO THE REFERENCE MARK WAS VERIFIED.  SEE
 LW0642'1943 DESCRIPTION FOR STATION BEAVER IN RECOVERING THIS STATION.
 LW0642
 LW0642                          STATION RECOVERY (1969)
 LW0642
 LW0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 LW0642'THE STATION MARK AND RM NO. 2 WERE RECOVERED AND IN GOOD
 LW0642'CONDITION.  THE STATION MAY BE REACHED BY GOING 3.65 MILES
 LW0642'SOUTHWEST ALONG SOUTHWEST AVENUE AND BEAVERTAIL ROAD FROM THE POST
 LW0642'OFFICE AT JAMESTOWN.
 LW0642'
 LW0642'THE STATION IS ABOUT 150 YARDS NORTH OF THE BEAVERTAIL
 LW0642'LIGHTHOUSE, AT A Y JUNCTION IN THE ROAD, IN LINE WITH A
 LW0642'NORTHEAST-SOUTHWEST ROAD, 79 FEET SOUTH OF THE CENTER LINE OF AN
 LW0642'EAST-WEST ROAD, 52.8 FEET EAST-NORTHEAST OF THE EAST CORNER OF AN
 LW0642'8-BY-8-FOOT CONCRETE BOX WHICH PROJECTS 1-1/2 FEET ABOVE THE
 LW0642'LEVEL OF THE GROUND, 41-1/2 FEET NORTH-NORTHEAST OF THE 3RD POWER
 LW0642'LINE POLE NORTH OF THE LIGHTHOUSE, 1.5 FEET NORTHWEST OF A METAL
 LW0642'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW0642'GROUND.  THE DISK IS STAMPED BEAVERTAIL 1940.
 LW0642'
 LW0642'RM 2 IS 48.4 FEET NORTHWEST OF THE STATION MARK, 53 FEET
 LW0642'NORTHWEST OF THE 3RD POWER POLE NORTH OF THE BEAVERTAIL
 LW0642'LIGHTHOUSE, 8 FEET NORTH OF THE NORTH SIDE OF A STONE FENCE, SET
 LW0642'IN THE TOP OF A 7-BY-2 1/2-FEET EXPOSED BOULDER WHICH PROJECTS
 LW0642'1-1/2 FEET ABOVE THE GROUND.  STAMPED BEAVERTAIL NO 2 1940.
 LW0642'
 LW0642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3.65 MILES
 LW0642'SOUTHWEST OF JAMESTOWN.
 LW0642
 LW0642                          STATION RECOVERY (1969)
 LW0642
 LW0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0642'3.6 MI SW FROM JAMESTOWN.
 LW0642'3.65 MILES SOUTHWEST ALONG SOUTHWEST AVENUE AND BEAVERTAIL
 LW0642'ROAD FROM THE POST OFFICE AT JAMESTOWN, 150 YARDS NORTH OF THE
 LW0642'BEAVERTAIL LIGHTHOUSE, AT A Y JUNCTION, IN LINE WITH A
 LW0642'NORTHEAST-SOUTHWEST ROAD, 79 FEET SOUTH OF THE CENTER LINE OF
 LW0642'EAST-WEST ROAD, 52.8 FEET EAST-NORTHEAST OF THE EAST CORNER OF AN
 LW0642'8-BY-8-FOOT CONCRETE BOX WHICH PROJECTS 1 1/2 FEET ABOVE THE
 LW0642'GROUND, 41 1/2 FEET NORTH-NORTHEAST OF THE 3 RD POWER LINE POLE
 LW0642'NORTH OF THE LIGHTHOUSE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 LW0642'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0642
 LW0642                          STATION RECOVERY (1988)
 LW0642
 LW0642'RECOVERY NOTE BY US POWER SQUADRON 1988 (CGS)
 LW0642'RECOVERED IN GOOD CONDITION.
 LW0642
 LW0642                          STATION RECOVERY (2004)
 LW0642
 LW0642'RECOVERY NOTE BY US POWER SQUADRON 2004 (TLG)
 LW0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2983 ***********************************************************************
 LW2983  DESIGNATION -  BEAVERTAIL E 2 1940
 LW2983  PID         -  LW2983
 LW2983  STATE/COUNTY-  RI/NEWPORT
 LW2983  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2983
 LW2983                         *CURRENT SURVEY CONTROL
 LW2983  ___________________________________________________________________
 LW2983* NAD 83(1996)-  41 26 56.71827(N)    071 23 57.64350(W)     ADJUSTED  
 LW2983* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LW2983  ___________________________________________________________________
 LW2983  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LW2983  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW2983
 LW2983  HORZ ORDER  -  SECOND
 LW2983
 LW2983.The horizontal coordinates were established by classical geodetic methods
 LW2983.and adjusted by the National Geodetic Survey in August 1998..
 LW2983
 LW2983.The orthometric height was scaled from a topographic map.
 LW2983
 LW2983.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2983
 LW2983.The geoid height was determined by GEOID03.
 LW2983
 LW2983;                    North         East     Units Scale Factor Converg.
 LW2983;SPC RI       -    40,625.050   108,410.799   MT  0.99999462   +0 03 59.9
 LW2983;SPC RI       -   133,284.02    355,677.76   sFT  0.99999462   +0 03 59.9
 LW2983;UTM  19      - 4,591,390.808   299,579.874   MT  1.00009435   -1 35 19.6
 LW2983
 LW2983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2983!SPC RI       -   1.00000446  x   0.99999462  =   0.99999908
 LW2983!UTM  19      -   1.00000446  x   1.00009435  =   1.00009881
 LW2983
 LW2983                          SUPERSEDED SURVEY CONTROL
 LW2983
 LW2983  NAD 83(1996)-  41 26 56.71769(N)    071 23 57.64254(W) AD(       ) 2
 LW2983  NAD 83(1992)-  41 26 56.71675(N)    071 23 57.64286(W) AD(       ) 2
 LW2983  NAD 83(1992)-  41 26 56.71602(N)    071 23 57.64247(W) AD(       ) 2
 LW2983  NAD 83(1986)-  41 26 56.71611(N)    071 23 57.64068(W) AD(       ) 2
 LW2983  NAD 27      -  41 26 56.34913(N)    071 23 59.43863(W) AD(       ) 2
 LW2983
 LW2983.Superseded values are not recommended for survey control.
 LW2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2983.See file dsdata.txt to determine how the superseded data were derived.
 LW2983
 LW2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9958091391(NAD 83)
 LW2983_MARKER: H = DRILL HOLE
 LW2983_SETTING: 0 = UNSPECIFIED SETTING
 LW2983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2983+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2004
 LW2983
 LW2983  HISTORY     - Date     Condition        Report By
 LW2983  HISTORY     - 1940     MONUMENTED       CGS
 LW2983  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW2983  HISTORY     - 20020903 MARK NOT FOUND   USPSQD
 LW2983  HISTORY     - 20041222 GOOD             USPSQD
 LW2983  HISTORY     - 20041222 MARK NOT FOUND   USPSQD
 LW2983
 LW2983                          STATION DESCRIPTION
 LW2983
 LW2983'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2983'STATION IS LOCATED ON THE EXTREME S TIP OF CONANICUT ISLAND, ON
 LW2983'THE POINT OF LAND KNOWN AS BEAVERTAIL POINT.  IT IS A 4-FT. 8 IN.
 LW2983'IN DIAMETER STEEL PEDESTAL SET VERTICALLY IN THE CONCRETE
 LW2983'FOUNDATION OF THE RUINS OF A CIRCULAR STRUCTURE THAT STOOD ON THE
 LW2983'LEDGE OUTCROP AT THE EXTREME S END OF THE POINT.  IT IS 96 FT. SE
 LW2983'OF THE SE CORNER OF THE SQUARE TOWER, THE TOP OF WHICH HOUSES
 LW2983'BEAVERTAIL LIGHT, AND ABOUT 70 FT. SE OF THE CENTERLINE OF THE S
 LW2983'TANGENT OF THE PAVED ROAD THAT MAKES A COMPLETE LOOP AROUND THE
 LW2983'POINT.  IT IS MARKED BY A PUNCH HOLE IN THE 1-IN. THREADED PLUG IN
 LW2983'THE CENTER OF THE TOP OF THE PEDESTAL.  IT WAS LOCATED BY TRAVERSE
 LW2983'FROM STATION BEAVERTAIL.
 LW2983'
 LW2983'THIS IS A TRAVERSE STATION.
 LW2983
 LW2983                          STATION RECOVERY (1988)
 LW2983
 LW2983'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW2983'MARK NOT FOUND.
 LW2983
 LW2983                          STATION RECOVERY (2002)
 LW2983
 LW2983'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 LW2983'WAVE AND STORM ACTION HAS DEVASTATED THE AREA OF THE OLD LIGHT-
 LW2983'HOUSE BASE. THERE IS NO EVIDENCE OF THE ABOVE MARK.
 LW2983
 LW2983                          STATION RECOVERY (2004)
 LW2983
 LW2983'RECOVERY NOTE BY US POWER SQUADRON 2004 (TLG)
 LW2983'RECOVERED IN GOOD CONDITION.
 LW2983
 LW2983                          STATION RECOVERY (2004)
 LW2983
 LW2983'RECOVERY NOTE BY US POWER SQUADRON 2004 (TLG)
 LW2983'THE BASE OF THE OLD LIGHTHOUSE HAS BEEN FILLED WITH CONCRETE OBSCURING
 LW2983'ANY MARKERS THAT WEER EVER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2982 ***********************************************************************
 LW2982  DESIGNATION -  BEAVERTAIL LIGHTHOUSE
 LW2982  PID         -  LW2982
 LW2982  STATE/COUNTY-  RI/NEWPORT
 LW2982  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2982
 LW2982                         *CURRENT SURVEY CONTROL
 LW2982  ___________________________________________________________________
 LW2982* NAD 83(1996)-  41 26 57.71353(N)    071 23 57.89629(W)     ADJUSTED  
 LW2982* NAVD 88     -                                                        
 LW2982  ___________________________________________________________________
 LW2982  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LW2982  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW2982
 LW2982  HORZ ORDER  -  THIRD
 LW2982
 LW2982.The horizontal coordinates were established by classical geodetic methods
 LW2982.and adjusted by the National Geodetic Survey in August 1998..
 LW2982
 LW2982
 LW2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2982
 LW2982.The geoid height was determined by GEOID03.
 LW2982
 LW2982;                    North         East     Units Scale Factor Converg.
 LW2982;SPC RI       -    40,655.748   108,404.896   MT  0.99999462   +0 03 59.7
 LW2982;SPC RI       -   133,384.73    355,658.40   sFT  0.99999462   +0 03 59.7
 LW2982;UTM  19      - 4,591,421.666   299,574.860   MT  1.00009438   -1 35 19.8
 LW2982
 LW2982                          SUPERSEDED SURVEY CONTROL
 LW2982
 LW2982  NAD 83(1996)-  41 26 57.71294(N)    071 23 57.89534(W) AD(       ) 4
 LW2982  NAD 83(1992)-  41 26 57.71203(N)    071 23 57.89564(W) AD(       ) 4
 LW2982  NAD 83(1992)-  41 26 57.71128(N)    071 23 57.89528(W) AD(       ) 4
 LW2982  NAD 83(1986)-  41 26 57.71134(N)    071 23 57.89310(W) AD(       ) 4
 LW2982  NAD 27      -  41 26 57.34834(N)    071 23 59.69276(W) AD(       ) 3
 LW2982
 LW2982.Superseded values are not recommended for survey control.
 LW2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2982.See file dsdata.txt to determine how the superseded data were derived.
 LW2982
 LW2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9957591422(NAD 83)
 LW2982_MARKER: 13 = LIGHTHOUSE
 LW2982_MARK LOGO: CGS   
 LW2982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2982+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2004
 LW2982
 LW2982  HISTORY     - Date     Condition        Report By
 LW2982  HISTORY     - 1869     FIRST OBSERVED   CGS
 LW2982  HISTORY     - 1892     GOOD             CGS
 LW2982  HISTORY     - 1940     GOOD             CGS
 LW2982  HISTORY     - 1962     GOOD             CGS
 LW2982  HISTORY     - 1988     GOOD             USPSQD
 LW2982  HISTORY     - 19890707 GOOD             RIGS
 LW2982  HISTORY     - 20020830 GOOD             USPSQD
 LW2982  HISTORY     - 20041222 GOOD             USPSQD
 LW2982
 LW2982                          STATION DESCRIPTION
 LW2982
 LW2982'DESCRIBED BY COAST AND GEODETIC SURVEY 1892
 LW2982'STATION IS ON THE S POINT OF CONANICUT ISLAND BETWEEN THE E AND W
 LW2982'ENTRANCES TO NARRAGANSETT BAY.  A SQUARE, GRANITE TOWER, UPPER
 LW2982'HALF WHITE, ATTACHED TO WHITE DWELLING.
 LW2982
 LW2982                          STATION RECOVERY (1940)
 LW2982
 LW2982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2982'THIS IS THE LIGHTHOUSE ON THE SOUTH POINT OF CONANICUT ISLAND.
 LW2982'IT IS A SQUARE GRANITE TOWER, UPPER HALF WHITE, ATTACHED TO A
 LW2982'WHITE DWELLING.  THE LIGHT IS 64 FEET ABOVE THE WATER.  THE FINIAL
 LW2982'OVER THE LIGHT WAS OBSERVED UPON.
 LW2982'
 LW2982'THIS IS AN INTERSECTION STATION.
 LW2982
 LW2982                          STATION RECOVERY (1962)
 LW2982
 LW2982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 LW2982'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE RECOVEREY NOTE
 LW2982'BY P.L.B. IN 1940 IS ADEQUATE.
 LW2982
 LW2982                          STATION RECOVERY (1988)
 LW2982
 LW2982'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW2982'RECOVERED IN GOOD CONDITION.
 LW2982
 LW2982                          STATION RECOVERY (1989)
 LW2982
 LW2982'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW2982'THIS IS THE LIGHTHOUSE ON THE SOUTH POINT OF CONANICUT ISLAND.
 LW2982'IT IS A SQUARE GRANITE TOWER, UPPER HALF WHITE, ATTACHED TO A
 LW2982'WHITE DWELLING.  THE LIGHT IS 64 FEET ABOVE THE WATER.  THE FINIAL
 LW2982'OVER THE LIGHT WAS OBSERVED UPON.
 LW2982
 LW2982                          STATION RECOVERY (2002)
 LW2982
 LW2982'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 LW2982'RECOVERED IN GOOD CONDITION.
 LW2982
 LW2982                          STATION RECOVERY (2004)
 LW2982
 LW2982'RECOVERY NOTE BY US POWER SQUADRON 2004 (TLG)
 LW2982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2999 ***********************************************************************
 LW2999  DESIGNATION -  BEAVERTAIL NAVRADSTA MAST
 LW2999  PID         -  LW2999
 LW2999  STATE/COUNTY-  RI/NEWPORT
 LW2999  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2999
 LW2999                         *CURRENT SURVEY CONTROL
 LW2999  ___________________________________________________________________
 LW2999* NAD 83(1996)-  41 27 18.97495(N)    071 23 39.17853(W)     ADJUSTED  
 LW2999* NAVD 88     -                                                        
 LW2999  ___________________________________________________________________
 LW2999  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LW2999  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW2999
 LW2999  HORZ ORDER  -  THIRD
 LW2999
 LW2999.The horizontal coordinates were established by classical geodetic methods
 LW2999.and adjusted by the National Geodetic Survey in August 1998..
 LW2999
 LW2999
 LW2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2999
 LW2999.The geoid height was determined by GEOID03.
 LW2999
 LW2999;                    North         East     Units Scale Factor Converg.
 LW2999;SPC RI       -    41,312.192   108,838.557   MT  0.99999471   +0 04 12.1
 LW2999;SPC RI       -   135,538.42    357,081.17   sFT  0.99999471   +0 04 12.1
 LW2999;UTM  19      - 4,592,065.372   300,027.350   MT  1.00009215   -1 35 08.1
 LW2999
 LW2999                          SUPERSEDED SURVEY CONTROL
 LW2999
 LW2999  NAD 83(1996)-  41 27 18.97432(N)    071 23 39.17763(W) AD(       ) 4
 LW2999  NAD 83(1992)-  41 27 18.97347(N)    071 23 39.17789(W) AD(       ) 4
 LW2999  NAD 83(1992)-  41 27 18.97272(N)    071 23 39.17754(W) AD(       ) 4
 LW2999  NAD 83(1986)-  41 27 18.97205(N)    071 23 39.17626(W) AD(       ) 4
 LW2999  NAD 27      -  41 27 18.60427(N)    071 23 40.97240(W) AD(       ) 3
 LW2999
 LW2999.Superseded values are not recommended for survey control.
 LW2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2999.See file dsdata.txt to determine how the superseded data were derived.
 LW2999
 LW2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0002792065(NAD 83)
 LW2999_MARKER: 42 = RADIO/TV MAST
 LW2999
 LW2999  HISTORY     - Date     Condition        Report By
 LW2999  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2999
 LW2999                          STATION DESCRIPTION
 LW2999
 LW2999'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RMB)
 LW2999'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF JAMESTOWN,
 LW2999'ON THE SOUTH SHORE OF JAMESTOWN ISLAND AND ON PROPERTY MAINTAINED
 LW2999'BY THE U.S. NAVY.
 LW2999'
 LW2999'TO REACH THE STATION FROM THE POST OFFICE IN JAMESTOWN, GO SOUTH
 LW2999'ON A PAVED STREET FOR 0.55 MILE TO A POINT WHERE THE MAIN ROAD
 LW2999'TURNS RIGHT.  TURN RIGHT AND GO WEST AND SOUTH ON HAMILTON AVENUE
 LW2999'FOR 2.75 MILES TO THE STATION ON THE LEFT IN A FENCED ENCLOSURE.
 LW2999'
 LW2999'THE STATION IS A RED AND WHITE GUYED MAST WHICH IS 614 FEET IN HEIGHT.
 LW2999'
 LW2999'THE POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0641 ***********************************************************************
 LW0641  DESIGNATION -  BEAVERTAIL RM 2
 LW0641  PID         -  LW0641
 LW0641  STATE/COUNTY-  RI/NEWPORT
 LW0641  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0641
 LW0641                         *CURRENT SURVEY CONTROL
 LW0641  ___________________________________________________________________
 LW0641* NAD 83(1986)-  41 27 01.     (N)    071 23 55.     (W)     SCALED    
 LW0641* NAVD 88     -        11.265  (meters)      36.96   (feet)  ADJUSTED  
 LW0641  ___________________________________________________________________
 LW0641  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW0641  DYNAMIC HT  -          11.262 (meters)      36.95  (feet)  COMP
 LW0641  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 LW0641
 LW0641  VERT ORDER  -  SECOND    CLASS 0
 LW0641
 LW0641.The horizontal coordinates were scaled from a topographic map and have
 LW0641.an estimated accuracy of +/- 6 seconds.
 LW0641
 LW0641.The orthometric height was determined by differential leveling
 LW0641.and adjusted by the National Geodetic Survey in June 1991..
 LW0641
 LW0641.The geoid height was determined by GEOID03.
 LW0641
 LW0641.The dynamic height is computed by dividing the NAVD 88
 LW0641.geopotential number by the normal gravity value computed on the
 LW0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0641.degrees latitude (g = 980.6199 gals.).
 LW0641
 LW0641.The modeled gravity was interpolated from observed gravity values.
 LW0641
 LW0641;                    North         East    Units  Estimated Accuracy
 LW0641;SPC RI       -    40,760.      108,470.      MT  (+/- 180 meters Scaled)
 LW0641
 LW0641                          SUPERSEDED SURVEY CONTROL
 LW0641
 LW0641  NGVD 29 (??/??/92)   11.539  (m)           37.86   (f) ADJ UNCH    2 0
 LW0641
 LW0641.Superseded values are not recommended for survey control.
 LW0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0641.See file dsdata.txt to determine how the superseded data were derived.
 LW0641
 LW0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF996915(NAD 83)
 LW0641_MARKER: DR = REFERENCE MARK DISK
 LW0641_SETTING: 80 = SET IN A BOULDER
 LW0641_SP_SET: BOULDER
 LW0641_STAMPING: BEAVERTAIL NO 2 1940
 LW0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0641+STABILITY: SURFACE MOTION
 LW0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0641+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2004
 LW0641
 LW0641  HISTORY     - Date     Condition        Report By
 LW0641  HISTORY     - 1940     MONUMENTED       CGS
 LW0641  HISTORY     - 1969     GOOD             NGS
 LW0641  HISTORY     - 20041222 GOOD             USPSQD
 LW0641
 LW0641                          STATION DESCRIPTION
 LW0641
 LW0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0641'3.6 MI SW FROM JAMESTOWN.
 LW0641'3.65 MILES SOUTHWEST ALONG SOUTHWEST AVENUE AND BEAVERTAIL ROAD
 LW0641'FROM THE POST OFFICE AT JAMESTOWN, SET ON THE TOP AND 2 FEET
 LW0641'EAST OF THE WEST END OF A 7-BY-2 1/2-FEET EXPOSED BURIED BOULDER
 LW0641'WHICH PROJECTS 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, ABOUT
 LW0641'150 YARDS NORTH OF THE BEAVERTAIL LIGHTHOUSE, 53 FEET NORTHWEST
 LW0641'OF THE 3 RD POWER LINE POLE NORTH OF THE LIGHTHOUSE, 28 FEET
 LW0641'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 8 FEET NORTH OF
 LW0641'THE NORTH SIDE OF A STONE FENCE, 48.4 FEET NORTHWEST OF THE
 LW0641'STATION MARK DESCRIBED AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
 LW0641
 LW0641                          STATION RECOVERY (2004)
 LW0641
 LW0641'RECOVERY NOTE BY US POWER SQUADRON 2004 (TLG)
 LW0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2364 ***********************************************************************
 LW2364  DESIGNATION -  BELL 1913
 LW2364  PID         -  LW2364
 LW2364  STATE/COUNTY-  RI/NEWPORT
 LW2364  USGS QUAD   -  BRISTOL (1975)
 LW2364
 LW2364                         *CURRENT SURVEY CONTROL
 LW2364  ___________________________________________________________________
 LW2364* NAD 83(1996)-  41 39 36.79426(N)    071 21 57.50586(W)     ADJUSTED  
 LW2364* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2364  ___________________________________________________________________
 LW2364  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 LW2364  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2364
 LW2364  HORZ ORDER  -  THIRD
 LW2364
 LW2364.The horizontal coordinates were established by classical geodetic methods
 LW2364.and adjusted by the National Geodetic Survey in August 1998..
 LW2364
 LW2364.The orthometric height was scaled from a topographic map.
 LW2364
 LW2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2364
 LW2364.The geoid height was determined by GEOID03.
 LW2364
 LW2364;                    North         East     Units Scale Factor Converg.
 LW2364;SPC RI       -    64,078.017   111,162.976   MT  0.99999528   +0 05 20.7
 LW2364;SPC RI       -   210,229.29    364,707.20   sFT  0.99999528   +0 05 20.7
 LW2364;UTM  19      - 4,614,756.400   303,010.135   MT  1.00007755   -1 34 23.5
 LW2364
 LW2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2364!SPC RI       -   1.00000456  x   0.99999528  =   0.99999984
 LW2364!UTM  19      -   1.00000456  x   1.00007755  =   1.00008211
 LW2364
 LW2364:                Primary Azimuth Mark                     Grid Az
 LW2364:SPC RI       -  CALF 1912                                218 56 38.8
 LW2364:UTM  19      -  CALF 1912                                220 36 23.0
 LW2364
 LW2364|---------------------------------------------------------------------|
 LW2364| PID    Reference Object                     Distance      Geod. Az  |
 LW2364|                                                           dddmmss.s |
 LW2364| LW2532 CALF 1912                           APPROX. 4.9 KM 2190159.5 |
 LW2364| LW2558 FLAGSTAFF                           APPROX. 2.4 KM 3044834.4 |
 LW2364| LW2561 WARWICK LIGHTHOUSE                  APPROX. 1.3 KM 3063218.8 |
 LW2364| LW2339 WINDMILL                            APPROX. 1.7 KM 3363324.3 |
 LW2364|---------------------------------------------------------------------|
 LW2364
 LW2364                          SUPERSEDED SURVEY CONTROL
 LW2364
 LW2364  NAD 83(1996)-  41 39 36.79393(N)    071 21 57.50572(W) AD(       ) 3
 LW2364  NAD 83(1992)-  41 39 36.79264(N)    071 21 57.50491(W) AD(       ) 3
 LW2364  NAD 83(1992)-  41 39 36.79218(N)    071 21 57.50489(W) AD(       ) 3
 LW2364  NAD 83(1986)-  41 39 36.79255(N)    071 21 57.50395(W) AD(       ) 3
 LW2364  NAD 27      -  41 39 36.42400(N)    071 21 59.34400(W) AD(       ) 3
 LW2364
 LW2364.Superseded values are not recommended for survey control.
 LW2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2364.See file dsdata.txt to determine how the superseded data were derived.
 LW2364
 LW2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0301014756(NAD 83)
 LW2364
 LW2364  HISTORY     - Date     Condition        Report By
 LW2364  HISTORY     - 1913     MONUMENTED       CGS
 LW2364  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2364
 LW2364                          STATION DESCRIPTION
 LW2364
 LW2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2364'STATION IS ON THE LOW POINT ON THE NW END OF PATIENCE ISLAND,
 LW2364'NARRAGANSETT BAY, ABOUT 3/4 MILE SE OF WARWICK LIGHTHOUSE.  THE
 LW2364'STATION IS ABOUT 250 FEET BACK OF HIGH-WATER LINE AND 90 FEET NW
 LW2364'OF A SMALL POND.  IT IS MARKED BY THE PROJECTING POINT OF A NAIL
 LW2364'SURROUNDED BY A TRIANGLE IN THE TOP OF A CONCRETE POST 8 INCHES
 LW2364'SQUARE AND 22 INCHES LONG, WHICH PROJECTS SLIGHTLY ABOVE THE
 LW2364'GROUND.  THE UNDERGROUND MARK IS THE SAME AS THE SURFACE MARK,
 LW2364'EXCEPT THAT THE POST IS ONLY 12 INCHES LONG AND IS BURIED TO
 LW2364'A DEPTH OF 2 FEET.  THE STATION MARK BEARS THE INSCRIPTION
 LW2364'1913 C. AND G.S.  TWO REFERENCE MARKS, EACH A DRILLED HOLE IN
 LW2364'A ROCK, ARE LOCATED, RESPECTIVELY, 5.8 METERS (19.0 FEET) E BY N
 LW2364'AND 6.1 METERS (19.9 FEET) SE BY S FROM THE STATION.
 LW2364
 LW2364                          STATION RECOVERY (1956)
 LW2364
 LW2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2364'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LW2364'CONDITION.  THE 1913 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 LW2364'CORRECTION AND ADDITION--
 LW2364'
 LW2364'THE DISTANCE TO THE REFERENCE MARK SE OF THE STATION WAS FOUND TO
 LW2364'BE 20.9 FT.
 LW2364'
 LW2364'THE STATION IS 189 FT. S OF HIGH-WATERLINE AND 159 FT. E OF MEAN
 LW2364'HIGH-WATERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3282 ***********************************************************************
 LW3282  DESIGNATION -  BENTLEY RESET
 LW3282  PID         -  LW3282
 LW3282  STATE/COUNTY-  RI/WASHINGTON
 LW3282  USGS QUAD   -  WATCH HILL (1984)
 LW3282
 LW3282                         *CURRENT SURVEY CONTROL
 LW3282  ___________________________________________________________________
 LW3282* NAD 83(1996)-  41 21 51.72147(N)    071 45 31.61985(W)     ADJUSTED  
 LW3282* NAVD 88     -        46.2    (meters)     152.     (feet)  VERTCON   
 LW3282  ___________________________________________________________________
 LW3282  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 LW3282  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW3282
 LW3282  HORZ ORDER  -  FIRST
 LW3282
 LW3282.The horizontal coordinates were established by classical geodetic methods
 LW3282.and adjusted by the National Geodetic Survey in August 1998..
 LW3282
 LW3282.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3282
 LW3282.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3282
 LW3282.The geoid height was determined by GEOID03.
 LW3282
 LW3282;                    North         East     Units Scale Factor Converg.
 LW3282;SPC RI       -    31,243.231    78,347.690   MT  0.99999952   -0 10 15.7
 LW3282;SPC RI       -   102,503.83    257,045.71   sFT  0.99999952   -0 10 15.7
 LW3282;SPC CT       -   211,851.256   387,732.999   MT  0.99998748   +0 39 26.0
 LW3282;SPC CT       -   695,048.66  1,272,087.35   sFT  0.99998748   +0 39 26.0
 LW3282;UTM  19      - 4,582,879.204   269,253.084   MT  1.00025531   -1 49 26.2
 LW3282
 LW3282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3282!SPC RI       -   0.99999754  x   0.99999952  =   0.99999706
 LW3282!SPC CT       -   0.99999754  x   0.99998748  =   0.99998502
 LW3282!UTM  19      -   0.99999754  x   1.00025531  =   1.00025285
 LW3282
 LW3282|---------------------------------------------------------------------|
 LW3282| PID    Reference Object                     Distance      Geod. Az  |
 LW3282|                                                           dddmmss.s |
 LW3282| CB7113 BENTLEY RM 2                         31.154 METERS 01821     |
 LW3282| CB7114 BENTLEY RM 3 AZIMUTH                               0894557.2 |
 LW3282| LW3339 WATCH HILL OCEAN HOUSE FLAG         APPROX.10.0 KM 2325802.7 |
 LW3282| CB7115 BENTLEY RM 4                         22.306 METERS 23547     |
 LW3282| LW3277 FORT HILL NEW TANK                  APPROX. 5.7 KM 2392457.0 |
 LW3282| LW3272 BRICK SILO                          APPROX. 1.5 KM 2460221.2 |
 LW3282| LW3323 PAWCATUCK AMERICAN THREAD STK       APPROX. 6.8 KM 2681323.1 |
 LW3282| LW3288 WESTERLY GRAY STANDPIPE             APPROX. 5.1 KM 2820151.3 |
 LW3282| LW3286 WESTERLY STANDPIPE                  APPROX. 5.0 KM 2824921.8 |
 LW3282| LW3248 WESTERLY WARD HIGH SCH CUPOLA       APPROX. 5.2 KM 2835712.9 |
 LW3282| CB7111 BENTLEY AZ MK                                      3082840.3 |
 LW3282| CB7112 BENTLEY RM 1                          5.896 METERS 32350     |
 LW3282|---------------------------------------------------------------------|
 LW3282
 LW3282                          SUPERSEDED SURVEY CONTROL
 LW3282
 LW3282  NAD 83(1992)-  41 21 51.72014(N)    071 45 31.61905(W) AD(       ) 1
 LW3282  NAD 83(1986)-  41 21 51.71895(N)    071 45 31.62073(W) AD(       ) 1
 LW3282  NAD 27      -  41 21 51.36000(N)    071 45 33.38170(W) AD(       ) 1
 LW3282  NGVD 29 (07/19/86)   46.5    (m)          153.     (f) VERT ANG       
 LW3282
 LW3282.Superseded values are not recommended for survey control.
 LW3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3282.See file dsdata.txt to determine how the superseded data were derived.
 LW3282
 LW3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6925382879(NAD 83)
 LW3282
 LW3282  HISTORY     - Date     Condition        Report By
 LW3282  HISTORY     - 1943     MONUMENTED       CGS
 LW3282  HISTORY     - 1913     GOOD             CGS
 LW3282  HISTORY     - 1934     GOOD             CGS
 LW3282  HISTORY     - 1936     GOOD             CGS
 LW3282  HISTORY     - 1943     SEE DESCRIPTION  CGS
 LW3282  HISTORY     - 1954     GOOD             CGS
 LW3282  HISTORY     - 1969     GOOD             CGS
 LW3282  HISTORY     - 1975     GOOD             NGS
 LW3282
 LW3282                          STATION DESCRIPTION
 LW3282
 LW3282'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3282'STATION IS ON THE SUMMIT OF A PROMINENT BARE HILL COVERED WITH
 LW3282'NUMEROUS LARGE BOULDERS, ABOUT 3-1/2 MILES ESE OF WESTERLY.  THE
 LW3282'LAND NOW BELONGS TO J.G. ARNOLD, OF WESTERLY, WHOSE HOUSE
 LW3282'IS ON THE SLOPE OF THE HILL NW OF THE STATION.  THE STATION IS
 LW3282'MARKED BY A STANDARD BRASS DISK, SET IN A HOLE DRILLED IN THE
 LW3282'TOP OF A GRANITE POST.  A REFERENCE DISK, SET IN THE TOP OF A
 LW3282'FLAT BOULDER, IS 5.88 METERS (19.29 FEET) NNW OF THE STATION.
 LW3282
 LW3282                          STATION RECOVERY (1934)
 LW3282
 LW3282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3282'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 LW3282'CONDITION, AND RE-DESCRIBED AS FOLLOWS--
 LW3282'
 LW3282'THE STATION IS REACHED FROM THE E END OF THE BRIDGE OVER THE
 LW3282'PAWCATUCK RIVER IN WESTERLY.  GO 4.2 MILES E ALONG U.S. HIGHWAY
 LW3282'1 TO DUNNS CORNER, TURN LEFT ON BRADFORD-DUNNS CORNER ROAD, AND
 LW3282'GO 1.4 MILES TO DIRT ROAD.  TURN RIGHT ON THE DIRT ROAD AND GO
 LW3282'THROUGH THE DAIRY FARM OF J.A. LEOPSINGER AND UP TO THE TOP OF
 LW3282'A BARE HILL DISTANCE 0.7 MILE ALONG THE DIRT ROAD.  THERE IS A
 LW3282'SMALL SUMMER COTTAGE OR SHACK ON THE TOP OF THE HILL.  THE
 LW3282'STATION IS N OF THE S WING OF THE SHACK.
 LW3282'
 LW3282'TWO REFERENCE MARKS WERE ADDED.  REFERENCE MARK NO. 2 IS A
 LW3282'STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF A BOULDER 31.26
 LW3282'METERS NORTHEASTERLY OF THE STATION.  REFERENCE MARK NO. 3 IS A
 LW3282'STANDARD DISK SET IN A DRILL HOLE IN A ROCK BLUFF ON THE TOP OF
 LW3282'THE FIRST RIDGE TO THE E OF THE STATION AND 3/8 MILE AWAY.
 LW3282'
 LW3282'A TOWER 16 METERS TALL WAS USED.
 LW3282'
 LW3282'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 LW3282'28.23 METERS.
 LW3282
 LW3282                          STATION RECOVERY (1936)
 LW3282
 LW3282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RHT)
 LW3282'THE STATION AND ALL MARKS WERE RECOVERED IN EXCELLENT
 LW3282'CONDITION.  THE DESCRIPTION OF G.C. MATTISON IS EXCELLENT AND
 LW3282'NO FURTHER REMARKS ARE NECESSARY.
 LW3282
 LW3282                          STATION RECOVERY (1943)
 LW3282
 LW3282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3282'STATION WAS RECOVERED AS DESCRIBED AND MARKS FOUND TO BE IN
 LW3282'GOOD CONDITION.  THE MARKS, NOTES 1A AND 7A, ARE STAMPED
 LW3282'BENTLEY 1873 1943.
 LW3282'
 LW3282'REFERENCE MARK 1 IS STAMPED BENTLEY NO 1 1873.
 LW3282'
 LW3282'REFERENCE MARK 2 IS SET IN A LARGE BOULDER WHICH IS IN A LARGE
 LW3282'BRAMBLE PATCH ON THE RIGHT SIDE OF THE ROAD TO THE STATION.  THE
 LW3282'MARK IS STAMPED BENTLEY NO 2 1873 1934.
 LW3282'
 LW3282'REFERENCE MARK 3 IS STAMPED BENTLEY NO 3 1873 1934.
 LW3282'
 LW3282'REFERENCE MARK 4 IS W OF THE STATION AND IS SET IN A LARGE
 LW3282'BOULDER 15 FEET E FROM A STONE WALL ON THE W EDGE OF THE KNOLL.  THE
 LW3282'MARK, NOTE 12C, IS STAMPED BENTLEY NO 4 1873 1943.
 LW3282'
 LW3282'TO REACH THE STATION FROM THE E END OF THE BRIDGE OVER THE
 LW3282'PAWCATUCK RIVER IN WESTERLY, GO E ON U.S. HIGHWAY 1 FOR 4.2
 LW3282'MILES TO DUNNS CORNER, TURN LEFT AND GO 1.4 MILES TO A DIRT
 LW3282'ROAD RIGHT, TURN RIGHT AND GO THROUGH THE DAIRY FARM OF MR.
 LW3282'J.A. LEOPSINGER AND FOLLOW A FARM ROAD TO THE TOP OF THE HILL
 LW3282'AND THE STATION.
 LW3282
 LW3282                          STATION RECOVERY (1954)
 LW3282
 LW3282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3282'STATION AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED IN GOOD
 LW3282'CONDITION.  REFERENCE MARK NO. 3 COULD NOT BE LOCATED.  THE
 LW3282'DESCRIPTION IS INADEQUATE FOR THE RECOVERY OF THIS REFERENCE
 LW3282'MARK.  THE DISTANCES TO RM NO. 1 AND RM NO. 2 WERE MEASURED
 LW3282'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  ANOTHER REFERENCE
 LW3282'MARK WAS FOUND 73.2 FEET W. OF THE STATION.  A STANDARD
 LW3282'REFERENCE MARK DISK, STAMPED BENTLEY NO 4 1943 1873, SET IN THE
 LW3282'TOP OF A LARGE BOULDER.
 LW3282'
 LW3282'STATION MARK IS STAMPED BENTLEY 1873 1943.
 LW3282'
 LW3282'REFERENCE MARK NO. 1 IS STAMPED BENTLEY NO 1 1873.
 LW3282'
 LW3282'REFERENCE MARK NO. 2 IS STAMPED BENTLEY NO 2 1873 1934.
 LW3282'
 LW3282'THE SHACK ON TOP OF THE HILL HAS BEEN RAZED.
 LW3282
 LW3282                          STATION RECOVERY (1969)
 LW3282
 LW3282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3282'THE STATION AND REFERENCE MARKS 1, 2, AND 4 WERE RECOVERED AND
 LW3282'FOUND IN GOOD CONDITION.  REFERENCE MARK 3 COULD NOT BE
 LW3282'RECOVERED BECAUSE PROPERTY OWNER WOULDNT GIVE CONSENT.  THE
 LW3282'DISTANCE AND DIRECTION TO REFERENCE MARKS 1, 2, AND 4 CHECKED
 LW3282'WITH THE PREVIOUS DESCRIPTION.  A NEW AZIMUTH MARK WAS
 LW3282'ESTABLISHED AT THIS TIME.
 LW3282'
 LW3282'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3282'
 LW3282'THE STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF
 LW3282'WESTERLY, 2 MILES SOUTH-SOUTHWEST OF BRADFORD, 1-1/4 MILES
 LW3282'NORTHEAST OF DUNN CORNER, 1 MILE NORTH OF U.S. HIGHWAY 1 AND ON
 LW3282'PROPERTY OWNED BY MR. G.R. MOORHOUSE.
 LW3282'
 LW3282'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LW3282'STATE HIGHWAYS 3 AND 91 AT THE EAST EDGE OF WESTERLY, GO
 LW3282'SOUTHEAST, SOUTH AND EAST ON HIGHWAY 1 FOR 4.0 MILES TO A
 LW3282'CROSSROAD.  (DUNN CORNER) TURN LEFT AND GO NORTH ON OLD SHORE
 LW3282'ROAD FOR 1.4 MILES TO A SIDE ROAD RIGHT, AND A SIGN ON THE
 LW3282'RIGHT CAMP WAHANEETA.  TURN RIGHT AND GO SOUTHEASTERLY ON A
 LW3282'GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 LW3282'LEFT.  CONTINUE AHEAD SOUTHEASTERLY ON THE GRAVELED ROAD FOR
 LW3282'0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST AND
 LW3282'THEN SOUTHEAST AROUND THE HOUSE OF MR. G.R. MOORHOUSE FOR
 LW3282'0.15 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE AND GO
 LW3282'EAST AND SOUTHEAST ON A DIM WOODS ROAD FOR 0.3 MILE TO THE
 LW3282'HIGHEST POINT OF A LOW HILL AND THE STATION AS DESCRIBED.
 LW3282'
 LW3282'STATION MARK, STAMPED BENTLEY 1873 1943 IS A STANDARD DISK SET
 LW3282'IN A SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE
 LW3282'GROUND SURFACE.  IT IS 29 FEET SOUTH-SOUTHWEST OF A 5-INCH
 LW3282'TREE, 22 FEET NORTHEAST OF A 4-INCH EVERGREEN TREE, 14 FEET
 LW3282'WEST OF A 3-INCH EVERGREEN TREE AND 13 FEET EAST-NORTHEAST OF A
 LW3282'3-INCH EVERGREEN TREE.  (NOTE--1A 7A)
 LW3282'
 LW3282'RM 1, STAMPED BENTLEY NO. 1 1873 IS A STANDARD DISK CEMENTED
 LW3282'IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT IS FLUSH WITH
 LW3282'THE GROUND SURFACE.  IT IS 28 FEET NORTHWEST OF A 3-INCH
 LW3282'EVERGREEN TREE, 26 FEET NORTH-NORTHEAST OF A 3-INCH EVERGREEN
 LW3282'TREE, 19.5 FEET SOUTHWEST OF A 5-INCH TREE AND 11 FEET
 LW3282'EAST-NORTHEAST OF A 2-INCH EVERGREEN TREE.  (NOTE--12A)
 LW3282'
 LW3282'RM 2, STAMPED BENTLEY NO 2 1873 1934 IS A STANDARD DISK
 LW3282'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT
 LW3282'PROJECTS 3 FEET.  IT IS 14.7 FEET NORTH-NORTHEAST OF A 4-INCH
 LW3282'TREE, 6 FEET SOUTHWEST OF A 2-INCH TREE AND 2.5 FEET NORTHWEST
 LW3282'OF A 5-INCH TREE.  (NOTE--12A)
 LW3282'
 LW3282'RM 4, STAMPED BENTLEY NO 4 1873 1943 IS A STANDARD DISK
 LW3282'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT
 LW3282'PROJECTS 3 FEET.  IT IS 60 FEET WEST OF A 3-INCH EVERGREEN
 LW3282'TREE, 21 FEET NORTH-NORTHWEST OF A 4-INCH EVERGREEN TREE, 18
 LW3282'FEET EAST OF A ROCK FENCE AND 3.7 FEET SOUTH OF A 4-INCH
 LW3282'TREE.  (NOTE 12A)
 LW3282'
 LW3282'AZ MK, STAMPED BENTLEY 1873 1969 IS A STANDARD DISK SET IN A
 LW3282'ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 13 FEET
 LW3282'NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 7.5 FEET
 LW3282'SOUTHWEST OF A ROCK FENCE, 5 FEET WEST OF A TWIN TRUNKED TREE
 LW3282'AND 1.4 FEET NORTHWEST OF A METAL WITNESS POST.  (NOTE--16B)
 LW3282'
 LW3282'NOTE--NO MEASUREMENT BETWEEN RMS DUE TO TREES AND HEAVY BRUSH
 LW3282'ON LINE.
 LW3282'
 LW3282'HEIGHT OF LIGHT ABOVE STATION MARK 60 FEET.
 LW3282'
 LW3282'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3282'2 MILES SOUTH-SOUTHWEST OF BRADFORD.
 LW3282
 LW3282                          STATION RECOVERY (1975)
 LW3282
 LW3282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3282'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1, 2 AND 4 WERE
 LW3282'RECOVERED IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARKS 1, 2
 LW3282'AND 4 AND THE AZIMUTH MARK CHECKED WITH THE PREVIOUS RECOVERY NOTE.
 LW3282'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.005
 LW3282'METER.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE SHORTER
 LW3282'BY 0.024 METER.  THE DISTANCE TO REFERENCE MARK 4 WAS FOUND TO BE
 LW3282'SHORTER BY 0.030 METER.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3282'
 LW3282'THE STATION IS ABOUT 4 MILES EAST-SOUTHEAST OF WESTERLY, 2 MILES
 LW3282'SOUTHWEST OF BRADFORD, 1-1/4 MILES NORTHEAST OF DUNN CORNER AND ON
 LW3282'PROPERTY OWNED BY THE CATHOLIC CHURCH IN PROVIDENCE, RHODE ISLAND.
 LW3282'
 LW3282'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 LW3282'HIGHWAY 3 IN THE EAST EDGE OF WESTERLY, GO SOUTHEASTERLY ON HIGHWAY
 LW3282'1 FOR 4 MILES TO A CROSSROAD (DUNN CORNER).  TURN LEFT AND GO NORTH
 LW3282'ON OLD SHORE ROAD FOR 1.4 MILES TO A SIDE ROAD RIGHT AND A SIGN
 LW3282'CAMP WAHANEETA.  TURN RIGHT AND GO SOUTHEASTERLY ON A GRAVELED
 LW3282'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LW3282'CONTINUE SOUTHEASTERLY ON THE GRAVELED ROAD FOR 0.1 MILE TO A FORK.
 LW3282'TAKE THE RIGHT FORK AND GO SOUTHWEST AROUND A BARN, THEN BEAR LEFT
 LW3282'AND GO SOUTH FOR 0.15 MILE TO A HOUSE ON THE LEFT AND THE END OF THE
 LW3282'GRAVELED ROAD.  BEAR RIGHT AND GO SOUTHERLY ON A TRACK ROAD
 LW3282'THROUGH THICK BRUSH FOR 0.2 MILE TO THE TOP OF A HILL AND THE STATION
 LW3282'AS DESCRIBED.
 LW3282'
 LW3282'STATION MARK, STAMPED BENTLEY 1873 1943, IS A STANDARD DISK SET IN A
 LW3282'SQUARE CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE GROUND
 LW3282'SURFACE.  IT IS 29 FEET SOUTH-SOUTHWEST OF A 5-INCH TREE, 22 FEET
 LW3282'NORTHEAST OF A 4-INCH EVERGREEN TREE, 14 FEET WEST OF A 3-INCH
 LW3282'EVERGREEN TREE AND 13 FEET NORTHEAST OF A 3-INCH EVERGREEN TREE.
 LW3282'THE 1969 RECOVERY NOTE STATES THAT THERE IS AN UNDERGROUND MARK.
 LW3282'
 LW3282'REFERENCE MARK 1, STAMPED BENTLEY NO.1 1873, IS A STANDARD DISK
 LW3282'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND
 LW3282'SURFACE.  IT IS 28 FEET NORTHWEST OF A 3-INCH EVERGREEN TREE, 26
 LW3282'FEET NORTH-NORTHEAST OF A 3-INCH EVERGREEN TREE, 19.5 FEET
 LW3282'SOUTHWEST OF A 5-INCH TREE AND 11 FEET EAST-NORTHEAST OF A 2-INCH
 LW3282'EVERGREEN TREE.
 LW3282'
 LW3282'REFERENCE MARK 2, STAMPED BENTLEY NO 2 1873 1934, IS A STANDARD DISK
 LW3282'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 6 FEET IN
 LW3282'DIAMETER AND PROJECTS ABOUT 3 FEET.  IT IS 9 FEET EAST OF A 3-INCH
 LW3282'TREE, 6 FEET SOUTHWEST OF A 2-INCH TREE AND 2.5 FEET NORTHWEST OF
 LW3282'A 5-INCH TREE.
 LW3282'
 LW3282'REFERENCE MARK 4, STAMPED BENTLEY NO 4 1873 1943, IS A STANDARD DISK
 LW3282'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 6 FEET IN
 LW3282'DIAMETER AND PROJECTS ABOUT 2 FEET ON THE EAST SIDE AND 5 FEET ON
 LW3282'THE WEST SIDE ABOVE THE GROUND SURFACE.  IT IS 60 FEET WEST OF A
 LW3282'3-INCH EVERGREEN TREE, 18 FEET EAST OF A ROCK FENCE AND 3.7 FEET
 LW3282'SOUTH OF A 4-INCH TREE.
 LW3282'
 LW3282'AZIMUTH MARK, STAMPED BENTLEY 1873 1969, IS A STANDARD DISK SET IN A
 LW3282'ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 13 FEET
 LW3282'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 7.5 FEET SOUTHWEST
 LW3282'OF A ROCK FENCE, 5 FEET WEST OF A TWIN TRUNKED TREE AND 1.4 FEET
 LW3282'NORTHWEST OF A METAL WITNESS POST.
 LW3282'
 LW3282'NOTE--NO MEASUREMENTS BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 LW3282'
 LW3282'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHWEST
 LW3282'OF BRADFORD.
 LW3282'
 LW3282'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1226 ***********************************************************************
 LW1226  DESIGNATION -  BERGERON
 LW1226  PID         -  LW1226
 LW1226  STATE/COUNTY-  RI/PROVIDENCE
 LW1226  USGS QUAD   -  CHEPACHET (1975)
 LW1226
 LW1226                         *CURRENT SURVEY CONTROL
 LW1226  ___________________________________________________________________
 LW1226* NAD 83(1996)-  41 55 07.56655(N)    071 41 18.25063(W)     ADJUSTED  
 LW1226* NAVD 88     -       167.310  (meters)     548.92   (feet)  ADJUSTED  
 LW1226  ___________________________________________________________________
 LW1226  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 LW1226  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1226  DYNAMIC HT  -         167.252 (meters)     548.73  (feet)  COMP
 LW1226  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 LW1226
 LW1226  HORZ ORDER  -  FIRST
 LW1226  VERT ORDER  -  SECOND    CLASS 0
 LW1226
 LW1226.The horizontal coordinates were established by classical geodetic methods
 LW1226.and adjusted by the National Geodetic Survey in August 1998..
 LW1226
 LW1226.The orthometric height was determined by differential leveling
 LW1226.and adjusted by the National Geodetic Survey in June 1991..
 LW1226
 LW1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1226
 LW1226.The geoid height was determined by GEOID03.
 LW1226
 LW1226.The dynamic height is computed by dividing the NAVD 88
 LW1226.geopotential number by the normal gravity value computed on the
 LW1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1226.degrees latitude (g = 980.6199 gals.).
 LW1226
 LW1226.The modeled gravity was interpolated from observed gravity values.
 LW1226
 LW1226;                    North         East     Units Scale Factor Converg.
 LW1226;SPC RI       -    92,803.029    84,370.930   MT  0.99999675   -0 07 33.1
 LW1226;SPC RI       -   304,471.27    276,806.96   sFT  0.99999675   -0 07 33.1
 LW1226;UTM  19      - 4,644,252.857   277,060.995   MT  1.00021163   -1 47 48.5
 LW1226
 LW1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1226!SPC RI       -   0.99997840  x   0.99999675  =   0.99997515
 LW1226!UTM  19      -   0.99997840  x   1.00021163  =   1.00019003
 LW1226
 LW1226:                Primary Azimuth Mark                     Grid Az
 LW1226:SPC RI       -  HARRISVILLE WATER CO TANK                013 39 55.1
 LW1226:UTM  19      -  HARRISVILLE WATER CO TANK                015 20 10.5
 LW1226
 LW1226|---------------------------------------------------------------------|
 LW1226| PID    Reference Object                     Distance      Geod. Az  |
 LW1226|                                                           dddmmss.s |
 LW1226| LW3511 HARRISVILLE WATER CO TANK           APPROX. 6.0 KM 0133222.0 |
 LW1226| LW3512 CHEPACHET GLOCESTER YARN TK         APPROX. 1.7 KM 1091313.1 |
 LW1226| LW1227 BERGERON RM 1                        27.003 METERS 16106     |
 LW1226| CB7116 BERGERON RM 2                        30.303 METERS 28930     |
 LW1226| LW3516 HOPKINS                             APPROX. 4.9 KM 2893139.9 |
 LW1226| LW3510 PASCOAG FIRE DIST STANDPIPE         APPROX. 4.2 KM 3390940.7 |
 LW1226| LW1229 BERGERON RM 3                        88.347 METERS 34121     |
 LW1226|---------------------------------------------------------------------|
 LW1226
 LW1226                          SUPERSEDED SURVEY CONTROL
 LW1226
 LW1226  NAD 83(1996)-  41 55 07.56626(N)    071 41 18.25044(W) AD(       ) 1
 LW1226  NAD 83(1992)-  41 55 07.56551(N)    071 41 18.24976(W) AD(       ) 1
 LW1226  NAD 83(1992)-  41 55 07.56544(N)    071 41 18.24990(W) AD(       ) 1
 LW1226  NAD 83(1986)-  41 55 07.56606(N)    071 41 18.24902(W) AD(       ) 1
 LW1226  NAD 27      -  41 55 07.20992(N)    071 41 20.00784(W) AD(       ) 1
 LW1226  NGVD 29 (??/??/92)  167.550  (m)          549.70   (f) ADJ UNCH    2 0
 LW1226
 LW1226.Superseded values are not recommended for survey control.
 LW1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1226.See file dsdata.txt to determine how the superseded data were derived.
 LW1226
 LW1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7706144253(NAD 83)
 LW1226_MARKER: DS = TRIANGULATION STATION DISK
 LW1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1226_STAMPING: BERGERON 1968
 LW1226_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1226+STABILITY: SURFACE MOTION
 LW1226
 LW1226  HISTORY     - Date     Condition        Report By
 LW1226  HISTORY     - 1968     MONUMENTED       CGS
 LW1226  HISTORY     - 1969     GOOD             NGS
 LW1226  HISTORY     - 1979     GOOD             NGS
 LW1226  HISTORY     - 1985     MARK NOT FOUND   RIGS
 LW1226  HISTORY     - 19900524 MARK NOT FOUND   USPSQD
 LW1226
 LW1226                          STATION DESCRIPTION
 LW1226
 LW1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1226'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF PASCOAG,
 LW1226'1 MILE WEST OF CHEPACHET AND ON THE PROPERTY OF MR. A. BERGERON.
 LW1226'
 LW1226'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100, 102
 LW1226'AND U.S. HIGHWAY 44 IN CHEPACHET, GO WESTERLY ON U.S. HIGHWAY 44
 LW1226'FOR 1.0 MILE TO A FRUIT AND VEGETABLE STAND ON THE LEFT AND THE
 LW1226'STATION ON THE LEFT.
 LW1226'
 LW1226'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 LW1226'
 LW1226'STATION MARK, STAMPED BERGERON 1968 AND IS SET 16 INCHES BELOW
 LW1226'THE SURFACE OF THE GROUND.  IT IS 128 FEET SOUTH OF THE CENTERLINE
 LW1226'OF U.S. HIGHWAY 44, 54.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LW1226'OF A FRAME BUILDING WHICH IS USED AS A FRUIT AND VEGETABLE STAND
 LW1226'AT THIS TIME AND 12.7 FEET WEST OF A METAL WITNESS POST.
 LW1226'
 LW1226'R.M. 1, STAMPED BERGERON NO 1 1968 PROJECTS 4 INCHES.  IT IS 24
 LW1226'FEET WEST OF A 20-INCH OAK TREE AND 2 FEET WEST OF A METAL
 LW1226'WITNESS POST.
 LW1226'
 LW1226'R.M. 2, STAMPED BERGERON NO 2 1968 IS FLUSH WITH THE SURFACE
 LW1226'OF THE GROUND.  IT IS 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LW1226'OF THE FRUIT STAND, 26 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LW1226'A FRAME HOUSE AND 12 FEET SOUTH OF A CLUSTER OF SMALL MAPLE TREES.
 LW1226'
 LW1226'R.M. 3, STAMPED BERGERON NO 3 1968 IS SET 2 INCHES BELOW THE
 LW1226'SURFACE OF THE GROUND.  IT IS 114 FEET NORTH OF THE CENTERLINE
 LW1226'OF U.S. HIGHWAY 44, 15 FEET NORTHEAST OF THE NORTHEAST CORNER
 LW1226'OF A HOUSE AND 4 FEET SOUTHEAST OF A CLOTHES LINE POLE.
 LW1226'
 LW1226'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW1226
 LW1226                          STATION RECOVERY (1969)
 LW1226
 LW1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1226'1 MI W FROM CHEPACHET.
 LW1226'ABOUT 0.95 MILE WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1226'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, ON THE TOP OF THE
 LW1226'HIGHEST HILL IN THE VICINITY, 115 FEET SOUTH OF THE CENTER LINE
 LW1226'OF THE EASTBOUND LANE OF THE HIGHWAY, 54.6 FEET SOUTHEAST OF
 LW1226'THE SOUTHEAST CORNER OF A ONE-STORY FRAME BUILDING, 24 1/2 FEET
 LW1226'SOUTHEAST OF A 6-INCH POPLAR TREE, 21.7 FEET WEST OF A METAL
 LW1226'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 LW1226'THE TOP OF A CONCRETE POST 1.4 FEET BELOW THE LEVEL OF THE
 LW1226'GROUND.
 LW1226
 LW1226                          STATION RECOVERY (1979)
 LW1226
 LW1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW1226'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 LW1226'GOOD CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE FOR RECOVERING THE
 LW1226'STATION.
 LW1226
 LW1226                          STATION RECOVERY (1985)
 LW1226
 LW1226'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW1226'THE STATION NOT RECOVERED AT THIS DATE.
 LW1226'THE FRUIT STAND IN THE 1968 DESCRIPTION IS NOW PART OF A HOUSE.
 LW1226'THE PROPERTY OWNER INDICATED THAT THE AREA IN THE VICINITY OF THE
 LW1226'STATION MARK IS NOW THE LEACHING FIELD FOR THE SEPTIC SYSTEM FOR
 LW1226'HIS HOUSE.  NO DIGGING OR PROBING WAS DONE IN THIS SEARCH.
 LW1226
 LW1226                          STATION RECOVERY (1990)
 LW1226
 LW1226'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1227 ***********************************************************************
 LW1227  DESIGNATION -  BERGERON RM 1
 LW1227  PID         -  LW1227
 LW1227  STATE/COUNTY-  RI/PROVIDENCE
 LW1227  USGS QUAD   -  CHEPACHET (1975)
 LW1227
 LW1227                         *CURRENT SURVEY CONTROL
 LW1227  ___________________________________________________________________
 LW1227* NAD 83(1986)-  41 55 07.     (N)    071 41 18.     (W)     SCALED    
 LW1227* NAVD 88     -       167.311  (meters)     548.92   (feet)  ADJUSTED  
 LW1227  ___________________________________________________________________
 LW1227  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1227  DYNAMIC HT  -         167.253 (meters)     548.73  (feet)  COMP
 LW1227  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 LW1227
 LW1227  VERT ORDER  -  SECOND    CLASS 0
 LW1227
 LW1227.The horizontal coordinates were scaled from a topographic map and have
 LW1227.an estimated accuracy of +/- 6 seconds.
 LW1227
 LW1227.The orthometric height was determined by differential leveling
 LW1227.and adjusted by the National Geodetic Survey in June 1991..
 LW1227
 LW1227.The geoid height was determined by GEOID03.
 LW1227
 LW1227.The dynamic height is computed by dividing the NAVD 88
 LW1227.geopotential number by the normal gravity value computed on the
 LW1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1227.degrees latitude (g = 980.6199 gals.).
 LW1227
 LW1227.The modeled gravity was interpolated from observed gravity values.
 LW1227
 LW1227;                    North         East    Units  Estimated Accuracy
 LW1227;SPC RI       -    92,790.       84,380.      MT  (+/- 180 meters Scaled)
 LW1227
 LW1227                          SUPERSEDED SURVEY CONTROL
 LW1227
 LW1227  NGVD 29 (??/??/92)  167.551  (m)          549.71   (f) ADJ UNCH    2 0
 LW1227
 LW1227.Superseded values are not recommended for survey control.
 LW1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1227.See file dsdata.txt to determine how the superseded data were derived.
 LW1227
 LW1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG770442(NAD 83)
 LW1227_MARKER: DR = REFERENCE MARK DISK
 LW1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1227_STAMPING: BERGERON NO 1 1968
 LW1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1227+STABILITY: SURFACE MOTION
 LW1227
 LW1227  HISTORY     - Date     Condition        Report By
 LW1227  HISTORY     - 1968     MONUMENTED       CGS
 LW1227  HISTORY     - 1969     GOOD             NGS
 LW1227
 LW1227                          STATION DESCRIPTION
 LW1227
 LW1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1227'1 MI W FROM CHEPACHET.
 LW1227'ABOUT 0.95 MILE WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1227'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, ON TOP OF THE
 LW1227'HIGHEST HILL IN THE VICINITY, AT A CLEARING, 196 FEET SOUTH OF
 LW1227'THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 88.6
 LW1227'FEET SOUTHEAST OF THE STATION MARK DESCRIBED, 25 1/2 FEET
 LW1227'WEST OF A 16-INCH OAK TREE, 2.3 FEET WEST OF A METAL WITNESS
 LW1227'POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF
 LW1227'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 LW1227'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1228 ***********************************************************************
 LW1228  DESIGNATION -  BERGERON RM 2
 LW1228  PID         -  LW1228
 LW1228  STATE/COUNTY-  RI/PROVIDENCE
 LW1228  USGS QUAD   -  CHEPACHET (1975)
 LW1228
 LW1228                         *CURRENT SURVEY CONTROL
 LW1228  ___________________________________________________________________
 LW1228* NAD 83(1986)-  41 55 07.     (N)    071 41 18.     (W)     SCALED    
 LW1228* NAVD 88     -       167.373  (meters)     549.12   (feet)  ADJUSTED  
 LW1228  ___________________________________________________________________
 LW1228  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1228  DYNAMIC HT  -         167.315 (meters)     548.93  (feet)  COMP
 LW1228  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 LW1228
 LW1228  VERT ORDER  -  SECOND    CLASS 0
 LW1228
 LW1228.The horizontal coordinates were scaled from a topographic map and have
 LW1228.an estimated accuracy of +/- 6 seconds.
 LW1228
 LW1228.The orthometric height was determined by differential leveling
 LW1228.and adjusted by the National Geodetic Survey in June 1991..
 LW1228
 LW1228.The geoid height was determined by GEOID03.
 LW1228
 LW1228.The dynamic height is computed by dividing the NAVD 88
 LW1228.geopotential number by the normal gravity value computed on the
 LW1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1228.degrees latitude (g = 980.6199 gals.).
 LW1228
 LW1228.The modeled gravity was interpolated from observed gravity values.
 LW1228
 LW1228;                    North         East    Units  Estimated Accuracy
 LW1228;SPC RI       -    92,790.       84,380.      MT  (+/- 180 meters Scaled)
 LW1228
 LW1228                          SUPERSEDED SURVEY CONTROL
 LW1228
 LW1228  NGVD 29 (??/??/92)  167.614  (m)          549.91   (f) ADJ UNCH    2 0
 LW1228
 LW1228.Superseded values are not recommended for survey control.
 LW1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1228.See file dsdata.txt to determine how the superseded data were derived.
 LW1228
 LW1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG770442(NAD 83)
 LW1228_MARKER: DR = REFERENCE MARK DISK
 LW1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1228_STAMPING: BERGERON NO 2 1969
 LW1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1228+STABILITY: SURFACE MOTION
 LW1228
 LW1228  HISTORY     - Date     Condition        Report By
 LW1228  HISTORY     - 1969     MONUMENTED       CGS
 LW1228
 LW1228                          STATION DESCRIPTION
 LW1228
 LW1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1228'1 MI W FROM CHEPACHET.
 LW1228'ABOUT 0.95 MILE WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1228'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, IN THE BACKYARD
 LW1228'OF A ONE-STORY WHITE FRAME HOUSE, 108 1/2 FEET SOUTH OF THE
 LW1228'CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 99.4 FEET
 LW1228'WEST OF THE STATION MARK DESCRIBED, 26 FEET SOUTHEAST OF THE
 LW1228'SOUTHEAST CORNER OF THE HOUSE, 45.2 FEET SOUTHWEST OF THE
 LW1228'SOUTHWEST CORNER OF A ROADSIDE STAND, 9 1/2 FEET NORTH OF A
 LW1228'LARGE ROSE BUSH, IN LINE WITH A ROW OF BUSHES, 1 FOOT BELOW
 LW1228'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1228'1 INCH BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1229 ***********************************************************************
 LW1229  DESIGNATION -  BERGERON RM 3
 LW1229  PID         -  LW1229
 LW1229  STATE/COUNTY-  RI/PROVIDENCE
 LW1229  USGS QUAD   -  CHEPACHET (1975)
 LW1229
 LW1229                         *CURRENT SURVEY CONTROL
 LW1229  ___________________________________________________________________
 LW1229* NAD 83(1986)-  41 55 07.     (N)    071 41 18.     (W)     SCALED    
 LW1229* NAVD 88     -       168.073  (meters)     551.42   (feet)  ADJUSTED  
 LW1229  ___________________________________________________________________
 LW1229  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1229  DYNAMIC HT  -         168.015 (meters)     551.23  (feet)  COMP
 LW1229  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 LW1229
 LW1229  VERT ORDER  -  SECOND    CLASS 0
 LW1229
 LW1229.The horizontal coordinates were scaled from a topographic map and have
 LW1229.an estimated accuracy of +/- 6 seconds.
 LW1229
 LW1229.The orthometric height was determined by differential leveling
 LW1229.and adjusted by the National Geodetic Survey in June 1991..
 LW1229
 LW1229.The geoid height was determined by GEOID03.
 LW1229
 LW1229.The dynamic height is computed by dividing the NAVD 88
 LW1229.geopotential number by the normal gravity value computed on the
 LW1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1229.degrees latitude (g = 980.6199 gals.).
 LW1229
 LW1229.The modeled gravity was interpolated from observed gravity values.
 LW1229
 LW1229;                    North         East    Units  Estimated Accuracy
 LW1229;SPC RI       -    92,790.       84,380.      MT  (+/- 180 meters Scaled)
 LW1229
 LW1229                          SUPERSEDED SURVEY CONTROL
 LW1229
 LW1229  NGVD 29 (??/??/92)  168.313  (m)          552.21   (f) ADJ UNCH    2 0
 LW1229
 LW1229.Superseded values are not recommended for survey control.
 LW1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1229.See file dsdata.txt to determine how the superseded data were derived.
 LW1229
 LW1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG770442(NAD 83)
 LW1229_MARKER: DR = REFERENCE MARK DISK
 LW1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1229_STAMPING: BERGERON NO 3 1968
 LW1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1229+STABILITY: SURFACE MOTION
 LW1229
 LW1229  HISTORY     - Date     Condition        Report By
 LW1229  HISTORY     - 1968     MONUMENTED       CGS
 LW1229  HISTORY     - 1969     GOOD             NGS
 LW1229
 LW1229                          STATION DESCRIPTION
 LW1229
 LW1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1229'1 MI W FROM CHEPACHET.
 LW1229'ABOUT 0.95 MILE WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1229'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, AT THE NORTHEAST
 LW1229'CORNER OF A LAWN FOR A ONE STORY HOUSE, 289.9 FEET NORTH OF AND
 LW1229'ACROSS THE HIGHWAY FROM THE STATION MARK, 108 FEET NORTH OF
 LW1229'THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 15.3
 LW1229'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 4 FEET
 LW1229'SOUTH OF A CLOTHES LINE POLE, ABOUT LEVEL WITH THE HIGHWAY AND
 LW1229'SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE LEVEL OF
 LW1229'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0456 ***********************************************************************
 LW0456  DESIGNATION -  BERRY
 LW0456  PID         -  LW0456
 LW0456  STATE/COUNTY-  RI/KENT
 LW0456  USGS QUAD   -  EAST GREENWICH (1975)
 LW0456
 LW0456                         *CURRENT SURVEY CONTROL
 LW0456  ___________________________________________________________________
 LW0456* NAD 83(1996)-  41 42 14.15826(N)    071 24 36.07691(W)     ADJUSTED  
 LW0456* NAVD 88     -         9.392  (meters)      30.81   (feet)  ADJUSTED  
 LW0456  ___________________________________________________________________
 LW0456  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 LW0456  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW0456  DYNAMIC HT  -           9.389 (meters)      30.80  (feet)  COMP
 LW0456  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 LW0456
 LW0456  HORZ ORDER  -  FIRST
 LW0456  VERT ORDER  -  SECOND    CLASS 0
 LW0456
 LW0456.The horizontal coordinates were established by classical geodetic methods
 LW0456.and adjusted by the National Geodetic Survey in August 1998..
 LW0456
 LW0456.The orthometric height was determined by differential leveling
 LW0456.and adjusted by the National Geodetic Survey in June 1991..
 LW0456
 LW0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0456
 LW0456.The geoid height was determined by GEOID03.
 LW0456
 LW0456.The dynamic height is computed by dividing the NAVD 88
 LW0456.geopotential number by the normal gravity value computed on the
 LW0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0456.degrees latitude (g = 980.6199 gals.).
 LW0456
 LW0456.The modeled gravity was interpolated from observed gravity values.
 LW0456
 LW0456;                    North         East     Units Scale Factor Converg.
 LW0456;SPC RI       -    68,928.211   107,489.208   MT  0.99999444   +0 03 35.5
 LW0456;SPC RI       -   226,141.97    352,654.18   sFT  0.99999444   +0 03 35.5
 LW0456;UTM  19      - 4,619,711.620   299,478.350   MT  1.00009483   -1 36 14.0
 LW0456
 LW0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0456!SPC RI       -   1.00000320  x   0.99999444  =   0.99999764
 LW0456!UTM  19      -   1.00000320  x   1.00009483  =   1.00009804
 LW0456
 LW0456|---------------------------------------------------------------------|
 LW0456| PID    Reference Object                     Distance      Geod. Az  |
 LW0456|                                                           dddmmss.s |
 LW0456| LW0457 BERRY RM 1                           27.009 METERS 05654     |
 LW0456| LW0455 BERRY RM 2                           25.490 METERS 25839     |
 LW0456| LW0454 BERRY AZ MK                                        2831917.0 |
 LW0456|---------------------------------------------------------------------|
 LW0456
 LW0456                          SUPERSEDED SURVEY CONTROL
 LW0456
 LW0456  NAD 83(1996)-  41 42 14.15779(N)    071 24 36.07645(W) AD(       ) 1
 LW0456  NAD 83(1992)-  41 42 14.15680(N)    071 24 36.07605(W) AD(       ) 1
 LW0456  NAD 83(1992)-  41 42 14.15641(N)    071 24 36.07596(W) AD(       ) 1
 LW0456  NAD 83(1986)-  41 42 14.15664(N)    071 24 36.07548(W) AD(       ) 1
 LW0456  NAD 27      -  41 42 13.79116(N)    071 24 37.87169(W) AD(       ) 1
 LW0456  NGVD 29 (??/??/92)    9.648  (m)           31.65   (f) ADJ UNCH    2 0
 LW0456
 LW0456.Superseded values are not recommended for survey control.
 LW0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0456.See file dsdata.txt to determine how the superseded data were derived.
 LW0456
 LW0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9947819712(NAD 83)
 LW0456_MARKER: DS = TRIANGULATION STATION DISK
 LW0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0456_STAMPING: BERRY 1968
 LW0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0456+STABILITY: SURFACE MOTION
 LW0456
 LW0456  HISTORY     - Date     Condition        Report By
 LW0456  HISTORY     - 1968     MONUMENTED       CGS
 LW0456  HISTORY     - 1969     GOOD             NGS
 LW0456  HISTORY     - 1980     GOOD             NGS
 LW0456
 LW0456                          STATION DESCRIPTION
 LW0456
 LW0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0456'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE THEODORE
 LW0456'FRANCIS GREEN STATE AIRPORT, 1-1/2 MILES NORTHWEST OF CENTER OF
 LW0456'BUSINESS SECTION OF WARWICK, 8-1/2 MILES SOUTH OF CENTER OF
 LW0456'DOWNTOWN PROVIDENCE, 1-1/4 MILES NORTH OF OAKLAND BEACH AND ON
 LW0456'PROPERTY OF WARWICK VETERANS MEMORIAL HIGH SCHOOL.
 LW0456'
 LW0456'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 95 PASSES OVER
 LW0456'STATE ROUTE 117, ABOUT 10 MILES SOUTH-SOUTHWEST OF PROVIDENCE,
 LW0456'(THIS IS ALSO EXIT 10), GO EAST ON STATE HIGHWAY 117 FOR 3.35
 LW0456'MILES TO THE WARWICK VETERANS MEMORIAL HIGH SCHOOL ON LEFT AND
 LW0456'STATION AS DESCRIBED.
 LW0456'
 LW0456'ALL MARK ARE STANDARD DISKS.
 LW0456'
 LW0456'STATION MARK, STAMPED BERRY 1968, IS SET 1 INCH BELOW THE
 LW0456'SURFACE OF THE GROUND.  IT IS 54.8 FEET WEST OF WEST CURB OF
 LW0456'DRIVE LEADING TO AND FROM THE HIGH SCHOOL, 42.4 FEET NORTH OF
 LW0456'NORTH CURB OF WEST SHORE ROAD (STATE HIGHWAY 117), 34.6 FEET
 LW0456'NORTHWEST OF A BELL SYSTEM IRON MANHOLE COVER AND 34 FEET NORTH
 LW0456'OF A POWER LINE POLE NUMBER 214.
 LW0456'
 LW0456'RM 1, STAMPED BERRY NO 1 1968, IS CEMENTED IN A DRILL HOLE IN
 LW0456'CONCRETE CURB OF DRIVEWAY THAT PROJECTS 6 INCHES ABOVE THE ROAD
 LW0456'SURFACE.  IT IS 95 FEET SOUTH-SOUTHWEST OF FLAG POLE AND 22
 LW0456'FEET WEST OF CENTER OF DRIVEWAY TO SCHOOL.
 LW0456'
 LW0456'RM 2, STAMPED BERRY NO 2 1968, IS CEMENTED IN A DRILL HOLE IN
 LW0456'STONE CURB ON THE NORTH SIDE OF WEST SHORE ROAD.  THE CURB
 LW0456'PROJECTS ABOUT 8 INCHES ABOVE THE ROAD SURFACE AND IS 2.7 FEET
 LW0456'SOUTHEAST OF AN IRON MANHOLE COVER.
 LW0456'
 LW0456'AZ MK, STAMPED BERRY 1968, IS SET 2 INCHES BELOW THE SURFACE
 LW0456'OF THE GROUND.  IT IS 93.5 FEET NORTHWEST OF THE NORTHWEST
 LW0456'CORNER OF SALKS DEPARTMENT STORE, 55.5 FEET SOUTH OF CENTER OF
 LW0456'WEST SHORE ROAD (STATE HIGHWAY 117), 17 FEET WEST OF CENTER OF
 LW0456'SPRING GROVE AVENUE, 30 FEET EAST OF THE NORTHEAST CORNER OF A
 LW0456'GREY COLOR HOUSE, NUMBER 2536 AND 2.7 FEET NORTH OF A METAL
 LW0456'WITNESS POST.
 LW0456'
 LW0456'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON WEST
 LW0456'SHORE ROAD (STATE HIGHWAY 117) FOR 0.2 MILE TO SPRING GROVE
 LW0456'AVENUE ON LEFT AND MARK AS DESCRIBED.
 LW0456'
 LW0456'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW0456
 LW0456                          STATION RECOVERY (1969)
 LW0456
 LW0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0456'0.8 MI E FROM WARWICK.
 LW0456'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 117 (WEST SHORE ROAD)
 LW0456'FROM THE JUNCTION OF STATE HIGHWAY 113 AT WARWICK, ON THE GROUNDS
 LW0456'OF THE WARWICK VETERANS MEMORIAL HIGH SCHOOL, 42.4 FEET NORTHEAST
 LW0456'OF THE NORTHEAST CURB OF THE HIGHWAY, 54.8 FEET NORTHWEST OF THE
 LW0456'NORTHWEST CURB OF DRIVEWAY LEADING NORTHEAST TO THE SCHOOL, 34.5
 LW0456'FEET NORTH OF THE CENTER OF A BELL SYSTEM IRON MANHOLE COVER, 34
 LW0456'FEET NORTHEAST OF POWER LINE POLE 214, 8 INCHES ABOVE THE LEVEL
 LW0456'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ONE INCH
 LW0456'BELOW THE LEVEL OF THE GROUND.
 LW0456
 LW0456                          STATION RECOVERY (1980)
 LW0456
 LW0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LW0456'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 LW0456'IN GOOD CONDITION.  THE STEM FOR REFERENCE MARK 2 WAS ALSO
 LW0456'RECOVERED.  REFERENCE MARK 3 WAS SET IN THE OLD DRILL HOLE.  THE
 LW0456'DIRECTION TO REFERENCE MARK 1 CHECKED BUT A LONGER DISTANCE OF 0.011
 LW0456'METER WAS NOTED.  A NEW DESCRIPTION FOLLOWS.
 LW0456'
 LW0456'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTH OF PROVIDENCE, 1.5
 LW0456'MILES NORTHWEST OF WARWICK AND ON THE PROPERTY OF THE WARWICK
 LW0456'VETERANS MEMORIAL HIGH SCHOOL.
 LW0456'
 LW0456'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 117A AND
 LW0456'117 IN WARWICK, GO WEST ON HIGHWAY 117 FOR 0.6 MILE TO THE ENTRANCE
 LW0456'TO THE HIGH SCHOOL AND THE STATION ON THE RIGHT.
 LW0456'
 LW0456'THE STATION MARK STAMPED---BERRY 1968---IS A STANDARD DISK SET IN
 LW0456'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 3 INCHES
 LW0456'UNDERGROUND.  IT IS 63 FEET NORTH OF THE CENTER OF HIGHWAY 117, 55
 LW0456'FEET WEST OF THE WEST CURB OF THE SCHOOL ENTRANCE ROAD, 34.5 FEET
 LW0456'NORTHWEST OF A BELL SYSTEM MANHOLE COVER AND 34 FEET NORTH OF
 LW0456'POWERLINE POLE NUMBER 214.
 LW0456'
 LW0456'REFERENCE MARK 1 STAMPED---BERRY NO 1 1968---IS A STANDARD DISK
 LW0456'CEMENTED IN A DRILL HOLE IN THE WEST CONCRETE CURB OF ENTRANCE ROAD
 LW0456'LEADING TO THE SCHOOL.  IT IS 95 FEET SOUTHWEST OF THE SCHOOL FLAG
 LW0456'POLE.
 LW0456'
 LW0456'REFERENCE MARK 3 STAMPED---BERRY 1968 NO 3 1980---IS A STANDARD DISK
 LW0456'CEMENTED IN A DRILL HOLE IN THE NORTH GRANITE CURB OF HIGHWAY 117.  IT
 LW0456'IS 82 FEET WEST OF THE POWERLINE POLE NUMBER 214 AND 2.5 FEET
 LW0456'SOUTHEAST OF A IRON MANHOLE COVER.
 LW0456'
 LW0456'THE AZIMUTH MARK STAMPED---BERRY 1968---IS A STANDARD DISK SET IN
 LW0456'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 2 INCHES
 LW0456'UNDERGROUND.  IT IS 56 FEET SOUTH OF THE CENTER OF HIGHWAY 117, 30.6
 LW0456'FEET EAST OF THE NORTHEAST CORNER OF HOUSE NUMBER 2536 AND 19 FEET
 LW0456'WEST OF THE CENTER OF SPRING GROVE AVENUE.
 LW0456'
 LW0456'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 117
 LW0456'FOR 0.2 MILE TO SPRING GROVE AVENUE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0454 ***********************************************************************
 LW0454  DESIGNATION -  BERRY AZ MK
 LW0454  PID         -  LW0454
 LW0454  STATE/COUNTY-  RI/KENT
 LW0454  USGS QUAD   -  EAST GREENWICH (1975)
 LW0454
 LW0454                         *CURRENT SURVEY CONTROL
 LW0454  ___________________________________________________________________
 LW0454* NAD 83(1986)-  41 42 17.     (N)    071 24 51.     (W)     SCALED    
 LW0454* NAVD 88     -         9.974  (meters)      32.72   (feet)  ADJUSTED  
 LW0454  ___________________________________________________________________
 LW0454  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW0454  DYNAMIC HT  -           9.970 (meters)      32.71  (feet)  COMP
 LW0454  MODELED GRAV-     980,297.2   (mgal)                       NAVD 88
 LW0454
 LW0454  VERT ORDER  -  SECOND    CLASS 0
 LW0454
 LW0454.The horizontal coordinates were scaled from a topographic map and have
 LW0454.an estimated accuracy of +/- 6 seconds.
 LW0454
 LW0454.The orthometric height was determined by differential leveling
 LW0454.and adjusted by the National Geodetic Survey in June 1991..
 LW0454
 LW0454.The geoid height was determined by GEOID03.
 LW0454
 LW0454.The dynamic height is computed by dividing the NAVD 88
 LW0454.geopotential number by the normal gravity value computed on the
 LW0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0454.degrees latitude (g = 980.6199 gals.).
 LW0454
 LW0454.The modeled gravity was interpolated from observed gravity values.
 LW0454
 LW0454;                    North         East    Units  Estimated Accuracy
 LW0454;SPC RI       -    69,020.      107,140.      MT  (+/- 180 meters Scaled)
 LW0454
 LW0454                          SUPERSEDED SURVEY CONTROL
 LW0454
 LW0454  NGVD 29 (??/??/92)   10.230  (m)           33.56   (f) ADJ UNCH    2 0
 LW0454
 LW0454.Superseded values are not recommended for survey control.
 LW0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0454.See file dsdata.txt to determine how the superseded data were derived.
 LW0454
 LW0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG991198(NAD 83)
 LW0454_MARKER: DZ = AZIMUTH MARK DISK
 LW0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0454_STAMPING: BERRY 1968
 LW0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0454+STABILITY: SURFACE MOTION
 LW0454
 LW0454  HISTORY     - Date     Condition        Report By
 LW0454  HISTORY     - 1968     MONUMENTED       CGS
 LW0454  HISTORY     - 1969     GOOD             NGS
 LW0454
 LW0454                          STATION DESCRIPTION
 LW0454
 LW0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0454'0.6 MI E FROM WARWICK.
 LW0454'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 117 (WEST SHORE ROAD)
 LW0454'FROM THE JUNCTION OF STATE HIGHWAY 113 AT WARWICK, AT THE
 LW0454'JUNCTION OF SPRING GROVE AVENUE, 93.5 FEET NORTHWEST OF AND
 LW0454'ACROSS SPRING GROVE AVENUE FROM THE NORTHWEST CORNER OF SALKS
 LW0454'DEPARTMENT STORE, 30 FEET EAST OF THE NORTHEAST CORNER OF A
 LW0454'RESIDENCE AT NUMBER 2536, 55 1/2 FEET SOUTH OF THE CENTER LINE
 LW0454'OF THE HIGHWAY, 17 FEET WEST OF THE CENTER LINE OF SPRING GROVE
 LW0454'AVENUE, 0.2 MILE WEST OF THE WARWICK VETERANS MEMORIAL HIGH
 LW0454'SCHOOL, 2.7 FEET NORTH OF A METAL WITNESS POST AND SET IN THE TOP
 LW0454'OF A CONCRETE POST 2 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0457 ***********************************************************************
 LW0457  DESIGNATION -  BERRY RM 1
 LW0457  PID         -  LW0457
 LW0457  STATE/COUNTY-  RI/KENT
 LW0457  USGS QUAD   -  EAST GREENWICH (1975)
 LW0457
 LW0457                         *CURRENT SURVEY CONTROL
 LW0457  ___________________________________________________________________
 LW0457* NAD 83(1986)-  41 42 13.     (N)    071 24 35.     (W)     SCALED    
 LW0457* NAVD 88     -         9.593  (meters)      31.47   (feet)  ADJUSTED  
 LW0457  ___________________________________________________________________
 LW0457  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW0457  DYNAMIC HT  -           9.590 (meters)      31.46  (feet)  COMP
 LW0457  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 LW0457
 LW0457  VERT ORDER  -  SECOND    CLASS 0
 LW0457
 LW0457.The horizontal coordinates were scaled from a topographic map and have
 LW0457.an estimated accuracy of +/- 6 seconds.
 LW0457
 LW0457.The orthometric height was determined by differential leveling
 LW0457.and adjusted by the National Geodetic Survey in June 1991..
 LW0457
 LW0457.The geoid height was determined by GEOID03.
 LW0457
 LW0457.The dynamic height is computed by dividing the NAVD 88
 LW0457.geopotential number by the normal gravity value computed on the
 LW0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0457.degrees latitude (g = 980.6199 gals.).
 LW0457
 LW0457.The modeled gravity was interpolated from observed gravity values.
 LW0457
 LW0457;                    North         East    Units  Estimated Accuracy
 LW0457;SPC RI       -    68,890.      107,510.      MT  (+/- 180 meters Scaled)
 LW0457
 LW0457                          SUPERSEDED SURVEY CONTROL
 LW0457
 LW0457  NGVD 29 (??/??/92)    9.850  (m)           32.32   (f) ADJ UNCH    2 0
 LW0457
 LW0457.Superseded values are not recommended for survey control.
 LW0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0457.See file dsdata.txt to determine how the superseded data were derived.
 LW0457
 LW0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG995196(NAD 83)
 LW0457_MARKER: DR = REFERENCE MARK DISK
 LW0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0457_SP_SET: CURB
 LW0457_STAMPING: BERRY NO 1 1968
 LW0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0457
 LW0457  HISTORY     - Date     Condition        Report By
 LW0457  HISTORY     - 1968     MONUMENTED       CGS
 LW0457  HISTORY     - 1969     POOR             NGS
 LW0457
 LW0457                          STATION DESCRIPTION
 LW0457
 LW0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0457'0.8 MI E FROM WARWICK.
 LW0457'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 117 (WEST SHORE ROAD)
 LW0457'FROM THE JUNCTION OF STATE HIGHWAY 113, SET ON THE TOP OF THE
 LW0457'NORTHWEST CONCRETE CURB OF THE DRIVEWAY LEADING NORTHEAST TO THE
 LW0457'WARWICK VETERANS MEMORIAL HIGH SCHOOL, 95 FEET SOUTHWEST OF AND
 LW0457'ACROSS A CIRCULAR DRIVE FROM THE FLAGPOLE, 88.6 FEET NORTHEAST OF
 LW0457'THE STATION MARK DESCRIBED, 112 FEET NORTHEAST OF THE EXTENDED
 LW0457'CURB OF THE HIGHWAY AND 1/2 FOOT ABOVE THE LEVEL OF THE DRIVEWAY.
 LW0457'NOTE-- MARK IN POOR STRUCTURE TO HOLD AN ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0455 ***********************************************************************
 LW0455  DESIGNATION -  BERRY RM 2
 LW0455  PID         -  LW0455
 LW0455  STATE/COUNTY-  RI/KENT
 LW0455  USGS QUAD   -  EAST GREENWICH (1975)
 LW0455
 LW0455                         *CURRENT SURVEY CONTROL
 LW0455  ___________________________________________________________________
 LW0455* NAD 83(1986)-  41 42 13.     (N)    071 24 35.     (W)     SCALED    
 LW0455* NAVD 88     -         9.254  (meters)      30.36   (feet)  ADJUSTED  
 LW0455  ___________________________________________________________________
 LW0455  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW0455  DYNAMIC HT  -           9.250 (meters)      30.35  (feet)  COMP
 LW0455  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 LW0455
 LW0455  VERT ORDER  -  SECOND    CLASS 0
 LW0455
 LW0455.The horizontal coordinates were scaled from a topographic map and have
 LW0455.an estimated accuracy of +/- 6 seconds.
 LW0455
 LW0455.The orthometric height was determined by differential leveling
 LW0455.and adjusted by the National Geodetic Survey in June 1991..
 LW0455
 LW0455.The geoid height was determined by GEOID03.
 LW0455
 LW0455.The dynamic height is computed by dividing the NAVD 88
 LW0455.geopotential number by the normal gravity value computed on the
 LW0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0455.degrees latitude (g = 980.6199 gals.).
 LW0455
 LW0455.The modeled gravity was interpolated from observed gravity values.
 LW0455
 LW0455;                    North         East    Units  Estimated Accuracy
 LW0455;SPC RI       -    68,890.      107,510.      MT  (+/- 180 meters Scaled)
 LW0455
 LW0455                          SUPERSEDED SURVEY CONTROL
 LW0455
 LW0455  NGVD 29 (??/??/92)    9.510  (m)           31.20   (f) ADJ UNCH    2 0
 LW0455
 LW0455.Superseded values are not recommended for survey control.
 LW0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0455.See file dsdata.txt to determine how the superseded data were derived.
 LW0455
 LW0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG995196(NAD 83)
 LW0455_MARKER: DR = REFERENCE MARK DISK
 LW0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0455_SP_SET: CURB
 LW0455_STAMPING: BERRY NO 2 1968
 LW0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0455
 LW0455  HISTORY     - Date     Condition        Report By
 LW0455  HISTORY     - 1968     MONUMENTED       CGS
 LW0455  HISTORY     - 1969     POOR             NGS
 LW0455
 LW0455                          STATION DESCRIPTION
 LW0455
 LW0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0455'0.8 MI E FROM WARWICK.
 LW0455'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 117 (WEST SHORE ROAD)
 LW0455'FROM THE JUNCTION OF STATE HIGHWAY 113 AT WARWICK, ON THE GROUND
 LW0455'OF THE WARWICK VETERANS MEMORAIL HIGH SCHOOL, 127 FEET NORTHWEST
 LW0455'OF THE NORTHWEST CURB LINE OF THE DRIVEWAY LEADING NORTHEAST TO
 LW0455'SCHOOL, 83.6 FEET WEST OF THE STATION MARK DESCRIBED, 26 FEET
 LW0455'SOUTHEAST OF POWER LINE POLE 215, 17 FEET SOUTHEAST OF THE CENTER
 LW0455'OF AN IRON MANHOLE COVER, 169.4 FEET WEST-SOUTHWEST OF RM 1
 LW0455'DESCRIBED, SET ON THE TOP OF THE STONE CURB OF THE HIGHWAY AND
 LW0455'8 INCHES ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- VERY POOR
 LW0455'STRUCTURE FOR MARK.  PROBABLY WILL NOT HOLD AN ELEVATION.  USE
 LW0455'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5625 ***********************************************************************
 LW5625  DESIGNATION -  BI 001
 LW5625  PID         -  LW5625
 LW5625  STATE/COUNTY-  RI/WASHINGTON
 LW5625  USGS QUAD   -  BLOCK ISLAND (1975)
 LW5625
 LW5625                         *CURRENT SURVEY CONTROL
 LW5625  ___________________________________________________________________
 LW5625* NAD 83(1996)-  41 09 10.62078(N)    071 33 08.26933(W)     ADJUSTED  
 LW5625* NAVD 88     -        48.22   (+/-2cm)     158.2    (feet)  VERTCON   
 LW5625  ___________________________________________________________________
 LW5625  X           -   1,521,895.107 (meters)                     COMP
 LW5625  Y           -  -4,562,299.815 (meters)                     COMP
 LW5625  Z           -   4,175,239.224 (meters)                     COMP
 LW5625  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 LW5625  ELLIP HEIGHT-          17.41  (meters)          (08/17/98) GPS OBS
 LW5625  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW5625
 LW5625  HORZ ORDER  -  THIRD
 LW5625  VERT ORDER  -  THIRD (See Below)
 LW5625  ELLP ORDER  -  FOURTH    CLASS I
 LW5625
 LW5625.The horizontal coordinates were established by GPS observations
 LW5625.and adjusted by the National Geodetic Survey in August 1998..
 LW5625
 LW5625.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5625.The vertical order pertains to the NGVD 29 superseded value.
 LW5625
 LW5625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5625
 LW5625.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5625
 LW5625.The ellipsoidal height was determined by GPS observations
 LW5625.and is referenced to NAD 83.
 LW5625
 LW5625.The geoid height was determined by GEOID03.
 LW5625
 LW5625;                    North         East     Units Scale Factor Converg.
 LW5625;SPC RI       -     7,732.656    95,610.194   MT  0.99999399   -0 02 03.9
 LW5625;SPC RI       -    25,369.56    313,681.11   sFT  0.99999399   -0 02 03.9
 LW5625;UTM  19      - 4,558,876.388   285,835.268   MT  1.00016453   -1 40 48.8
 LW5625
 LW5625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5625!SPC RI       -   0.99999727  x   0.99999399  =   0.99999126
 LW5625!UTM  19      -   0.99999727  x   1.00016453  =   1.00016180
 LW5625
 LW5625:                Primary Azimuth Mark                     Grid Az
 LW5625:SPC RI       -  BI 002                                   279 19 14.4
 LW5625:UTM  19      -  BI 002                                   280 57 59.3
 LW5625
 LW5625|---------------------------------------------------------------------|
 LW5625| PID    Reference Object                     Distance      Geod. Az  |
 LW5625|                                                           dddmmss.s |
 LW5625| LW5626 BI 002                              434.163 METERS 2791710.5 |
 LW5625|---------------------------------------------------------------------|
 LW5625
 LW5625                          SUPERSEDED SURVEY CONTROL
 LW5625
 LW5625  NAD 83(1996)-  41 09 10.61899(N)    071 33 08.26809(W) AD(       ) 3
 LW5625  NAD 83(1992)-  41 09 10.61885(N)    071 33 08.26807(W) AD(       ) 3
 LW5625  ELLIP H (01/17/96)   17.34   (m)                       GP(       ) 4 2
 LW5625  NAD 83(1992)-  41 09 10.61772(N)    071 33 08.26840(W) AD(       ) 3
 LW5625  NAD 83(1986)-  41 09 10.61856(N)    071 33 08.26610(W) AD(       ) 3
 LW5625  NGVD 29 (09/27/91)   48.50   (m)          159.1    (f) LEVELING    3  
 LW5625
 LW5625.Superseded values are not recommended for survey control.
 LW5625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5625.See file dsdata.txt to determine how the superseded data were derived.
 LW5625
 LW5625_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8583558876(NAD 83)
 LW5625_MARKER: DD = SURVEY DISK
 LW5625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5625_SP_SET: CONCRETE POST
 LW5625_STAMPING: BI 001 1990
 LW5625_MARK LOGO: RIGS  
 LW5625_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5625+STABILITY: SURFACE MOTION
 LW5625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5625+SATELLITE: SATELLITE OBSERVATIONS - 1990
 LW5625
 LW5625  HISTORY     - Date     Condition        Report By
 LW5625  HISTORY     - 1990     MONUMENTED       RIGS
 LW5625
 LW5625                          STATION DESCRIPTION
 LW5625
 LW5625'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1990
 LW5625'THE STATION IS LOCATED ON BLOCK ISLAND ON COAST GUARD PROPERTY AT
 LW5625'SOUTHEAST LIGHTHOUSE.
 LW5625'THE MARK IS 21.9 M (71.9 FT) WEST OF THE WEST MOST CORNER OF THE
 LW5625'SOUTHEAST LIGHTHOUSE, 14.5 M (47.6 FT) NORTH OF A CHAIN LINK FENCE,
 LW5625'39.6 M (129.9 FT) SOUTH OF NET+T CO POLE 65, 34.0 M (111.5 FT)
 LW5625'SOUTHWEST OF A FLAGPOLE, IT IS SET IN THE TOP OF A ROUND CONCRETE
 LW5625'MONUMENT 30 CM IN DIAMETER, AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5626 ***********************************************************************
 LW5626  DESIGNATION -  BI 002
 LW5626  PID         -  LW5626
 LW5626  STATE/COUNTY-  RI/WASHINGTON
 LW5626  USGS QUAD   -  BLOCK ISLAND (1975)
 LW5626
 LW5626                         *CURRENT SURVEY CONTROL
 LW5626  ___________________________________________________________________
 LW5626* NAD 83(1996)-  41 09 12.89141(N)    071 33 26.64566(W)     ADJUSTED  
 LW5626* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 LW5626  ___________________________________________________________________
 LW5626  X           -   1,521,473.110 (meters)                     COMP
 LW5626  Y           -  -4,562,388.813 (meters)                     COMP
 LW5626  Z           -   4,175,289.347 (meters)                     COMP
 LW5626  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 LW5626  ELLIP HEIGHT-          13.43  (meters)          (08/17/98) GPS OBS
 LW5626  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW5626
 LW5626  HORZ ORDER  -  THIRD
 LW5626  ELLP ORDER  -  FOURTH    CLASS I
 LW5626
 LW5626.The horizontal coordinates were established by GPS observations
 LW5626.and adjusted by the National Geodetic Survey in August 1998..
 LW5626
 LW5626.The orthometric height was scaled from a topographic map.
 LW5626
 LW5626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5626
 LW5626.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5626
 LW5626.The ellipsoidal height was determined by GPS observations
 LW5626.and is referenced to NAD 83.
 LW5626
 LW5626.The geoid height was determined by GEOID03.
 LW5626
 LW5626;                    North         East     Units Scale Factor Converg.
 LW5626;SPC RI       -     7,802.972    95,181.766   MT  0.99999404   -0 02 16.0
 LW5626;SPC RI       -    25,600.25    312,275.51   sFT  0.99999404   -0 02 16.0
 LW5626;UTM  19      - 4,558,958.995   285,408.963   MT  1.00016678   -1 41 01.0
 LW5626
 LW5626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5626!SPC RI       -   0.99999789  x   0.99999404  =   0.99999193
 LW5626!UTM  19      -   0.99999789  x   1.00016678  =   1.00016467
 LW5626
 LW5626:                Primary Azimuth Mark                     Grid Az
 LW5626:SPC RI       -  BI 001                                   099 19 14.4
 LW5626:UTM  19      -  BI 001                                   100 57 59.4
 LW5626
 LW5626|---------------------------------------------------------------------|
 LW5626| PID    Reference Object                     Distance      Geod. Az  |
 LW5626|                                                           dddmmss.s |
 LW5626| LW5625 BI 001                              434.163 METERS 0991658.4 |
 LW5626|---------------------------------------------------------------------|
 LW5626
 LW5626                          SUPERSEDED SURVEY CONTROL
 LW5626
 LW5626  NAD 83(1996)-  41 09 12.88962(N)    071 33 26.64442(W) AD(       ) 3
 LW5626  NAD 83(1992)-  41 09 12.88948(N)    071 33 26.64440(W) AD(       ) 3
 LW5626  ELLIP H (01/17/96)   13.36   (m)                       GP(       ) 4 2
 LW5626  NAD 83(1992)-  41 09 12.88835(N)    071 33 26.64473(W) AD(       ) 3
 LW5626  NAD 83(1986)-  41 09 12.89000(N)    071 33 26.64297(W) AD(       ) 3
 LW5626
 LW5626.Superseded values are not recommended for survey control.
 LW5626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5626.See file dsdata.txt to determine how the superseded data were derived.
 LW5626
 LW5626_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8540958959(NAD 83)
 LW5626_MARKER: DD = SURVEY DISK
 LW5626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5626_SP_SET: CONCRETE POST
 LW5626_STAMPING: BI 002 1990
 LW5626_MARK LOGO: RIGS  
 LW5626_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5626+STABILITY: SURFACE MOTION
 LW5626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5626+SATELLITE: SATELLITE OBSERVATIONS - 1990
 LW5626
 LW5626  HISTORY     - Date     Condition        Report By
 LW5626  HISTORY     - 1990     MONUMENTED       RIGS
 LW5626
 LW5626                          STATION DESCRIPTION
 LW5626
 LW5626'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1990
 LW5626'THE STATION IS LOCATED ON BLOCK ISLAND.
 LW5626'TO REACH FROM THE ENTRANCE TO COAST GUARD PROPERTY AT SOUTHEAST
 LW5626'LIGHTHOUSE, GO WEST 0.4 KM (0.25 MI) ON MOHEGAN TRAIL TO THE STATION
 LW5626'ON THE LEFT. OWNERSHIP---STATE RIGHT OF WAY.
 LW5626'THE MARK IS 5.4 M (17.7 FT) SOUTH OF MOHEGAN TRAIL CENTERLINE, 3.5 M
 LW5626'(11.5 FT) EAST OF NET+T CO POLE 42, 2.2 M (7.2 FT) NORTH FROM A
 LW5626'FIBERGLASS WITNESS POST, IT IS SET IN THE TOP OF A ROUND CONCRETE
 LW5626'MONUMENT 30 CM IN DIAMETER, AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5561 ***********************************************************************
 AI5561  SACS        -  This is a Secondary Airport Control Station.
 AI5561  DESIGNATION -  BID A
 AI5561  PID         -  AI5561
 AI5561  STATE/COUNTY-  RI/WASHINGTON
 AI5561  USGS QUAD   -  BLOCK ISLAND (1975)
 AI5561
 AI5561                         *CURRENT SURVEY CONTROL
 AI5561  ___________________________________________________________________
 AI5561* NAD 83(1996)-  41 10 02.77678(N)    071 34 39.23814(W)     ADJUSTED  
 AI5561* NAVD 88     -        32.78   (meters)     107.5    (feet)  GPS OBS   
 AI5561  ___________________________________________________________________
 AI5561  X           -   1,519,544.533 (meters)                     COMP
 AI5561  Y           -  -4,561,954.877 (meters)                     COMP
 AI5561  Z           -   4,176,440.445 (meters)                     COMP
 AI5561  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AI5561  ELLIP HEIGHT-           2.02  (meters)          (06/04/02) GPS OBS
 AI5561  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AI5561
 AI5561  HORZ ORDER  -  FIRST
 AI5561  ELLP ORDER  -  FOURTH    CLASS I
 AI5561
 AI5561.This mark is at Block Island State Airport (BID)
 AI5561
 AI5561.The horizontal coordinates were established by GPS observations
 AI5561.and adjusted by the National Geodetic Survey in May 2000..
 AI5561
 AI5561.The orthometric height was determined by GPS observations and a
 AI5561.high-resolution geoid model.
 AI5561
 AI5561.GPS derived orthometric heights for airport stations designated as
 AI5561.PACS or SACS are published to 2 decimal places.  This maintains
 AI5561.centimeter relative accuracy between the PACS and SACS.  It does
 AI5561.not indicate centimeter accuracy relative to other marks which are
 AI5561.part of the NAVD 88 network.
 AI5561
 AI5561.Photographs are available for this station.
 AI5561
 AI5561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5561
 AI5561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5561
 AI5561.The ellipsoidal height was determined by GPS observations
 AI5561.and is referenced to NAD 83.
 AI5561
 AI5561.The geoid height was determined by GEOID03.
 AI5561
 AI5561;                    North         East     Units Scale Factor Converg.
 AI5561;SPC RI       -     9,343.197    93,490.541   MT  0.99999427   -0 03 03.8
 AI5561;SPC RI       -    30,653.47    306,726.88   sFT  0.99999427   -0 03 03.8
 AI5561;UTM  19      - 4,560,547.446   283,762.389   MT  1.00017551   -1 41 50.5
 AI5561
 AI5561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5561!SPC RI       -   0.99999968  x   0.99999427  =   0.99999395
 AI5561!UTM  19      -   0.99999968  x   1.00017551  =   1.00017519
 AI5561
 AI5561|---------------------------------------------------------------------|
 AI5561| PID    Reference Object                     Distance      Geod. Az  |
 AI5561|                                                           dddmmss.s |
 AI5561| LW1760 STACH AZ MK                         396.866 METERS 26608     |
 AI5561|---------------------------------------------------------------------|
 AI5561
 AI5561                          SUPERSEDED SURVEY CONTROL
 AI5561
 AI5561.No superseded survey control is available for this station.
 AI5561
 AI5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8376260547(NAD 83)
 AI5561_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5561_STAMPING: BID A 1999
 AI5561_MARK LOGO: NGS   
 AI5561_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5561+STABILITY: SURFACE MOTION
 AI5561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5561+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 AI5561
 AI5561  HISTORY     - Date     Condition        Report By
 AI5561  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5561  HISTORY     - 20030904 GOOD             NGS
 AI5561
 AI5561                          STATION DESCRIPTION
 AI5561
 AI5561'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5561'THE STATION IS APPROXIMATELY 2.4 KM (1.50 MI) WEST-SOUTHWEST OF THE
 AI5561'TOWN OF BLOCK ISLAND, 8.7 KM (5.40 MI) SOUTH OF THE NORTHERN-MOST
 AI5561'POINT ON THE ISLAND, AT THE BLOCK ISLAND STATE AIRPORT.
 AI5561'OWNERSHIP--BLOCK ISLAND STATE AIRPORT C/O MARIANNE BROWN, AIRPORT
 AI5561'MANAGER, BLOCK ISLAND STATE AIRPORT, P.O.  BOX 357, BLOCK ISLAND RI,
 AI5561'02807, PHONE NUMBER (401) 466-5511, FAX NUMBER (401) 466-5249. CONTACT
 AI5561'THE AIRPORT MANAGER AT LEAST 24 HOURS IN ADVANCE FOR ACCESS.
 AI5561'TO REACH THE STATION FROM THE BLOCK ISLAND POST OFFICE, GO SOUTHWEST
 AI5561'ON OLD TOWN ROAD FOR 1.5 KM (0.95 MI) TO A T-ROAD, TURN LEFT AND GO
 AI5561'SOUTHWEST ON CENTER ROAD FOR 0.3 KM (0.20 MI) TO THE ENTRANCE ROAD TO
 AI5561'THE AIRPORT ON THE LEFT.  TURN LEFT AND PROCEED APPROXIMATELY 500 FEET
 AI5561'(152.4 M) TO A GATE BY THE TERMINAL.  PROCEED THROUGH THE GATE AND GO
 AI5561'0.12 MI (0.19 KM) SOUTH ACROSS THE RAMP, TAXIWAY AND RUNWAY TO THE
 AI5561'WIND TETRAHEDRON, TURN LEFT AND PROCEED 0.04 MI (0.06 KM) TO THE
 AI5561'STATION ACROSS FROM THE SIXTH SET OF RUNWAY LIGHTS FROM THE APPROACH
 AI5561'END OF RUNWAY 28.
 AI5561'THE STATION IS A BRONZE NGS HORIZONTAL CONTROL DISK STAMPED--BID A
 AI5561'1999-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER CONCRETE MONUMENT
 AI5561'1.2 M (3.9 FT) IN DEPTH.  THE STATION IS LOCATED 97.08 M (318.50 FT)
 AI5561'FROM THE NORTHEAST CORNER OF THE WIND TETRAHEDRON BASE ON A MAGNETIC
 AI5561'COMPASS BEARING OF SOUTH 60 DEGREES EAST, 77.68 M (254.86 FT) FROM THE
 AI5561'CENTERLINE OF RUNWAY 28 ON A MAGNETIC COMPASS BEARING OF SOUTH 10
 AI5561'DEGREES WEST, 59.66 M (195.73 FT) FROM THE SIXTH WHITE LIGHT FROM THE
 AI5561'END OF THE RUNWAY ON A MAGNETIC COMPASS BEARING OF SOUTH 10 DEGREES
 AI5561'WEST, 43.44 M (142.52 FT) FROM THE CENTER OF THE CATCH BASIN ON A
 AI5561'MAGNETIC COMPASS BEARING OF SOUTH 40 DEGREES EAST, 13.66 M (44.82 FT)
 AI5561'FROM THE NORTHWEST CORNER OF THE CONCRETE PAD ON A MAGNETIC COMPASS
 AI5561'BEARING OF NORTH 06 DEGREES WEST.  THIS STATION IS DESIGNATED AS A
 AI5561'SECONDARY AIRPORT CONTROL STATION.
 AI5561
 AI5561                          STATION RECOVERY (2003)
 AI5561
 AI5561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 AI5561'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 AI5561'(SACS).
 AI5561'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2813 ***********************************************************************
 LW2813  DESIGNATION -  BIG ROCK 1934
 LW2813  PID         -  LW2813
 LW2813  STATE/COUNTY-  RI/BRISTOL
 LW2813  USGS QUAD   -  SAKONNET POINT (1970)
 LW2813
 LW2813                         *CURRENT SURVEY CONTROL
 LW2813  ___________________________________________________________________
 LW2813* NAD 83(1996)-  41 28 26.17321(N)    071 09 18.22225(W)     ADJUSTED  
 LW2813* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2813  ___________________________________________________________________
 LW2813  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 LW2813  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW2813
 LW2813  HORZ ORDER  -  THIRD
 LW2813
 LW2813.The horizontal coordinates were established by classical geodetic methods
 LW2813.and adjusted by the National Geodetic Survey in August 1998..
 LW2813
 LW2813.The orthometric height was scaled from a topographic map.
 LW2813
 LW2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2813
 LW2813.The geoid height was determined by GEOID03.
 LW2813
 LW2813;                    North         East     Units Scale Factor Converg.
 LW2813;SPC RI       -    43,437.338   128,812.409   MT  1.00000396   +0 13 42.4
 LW2813;SPC RI       -   142,510.67    422,612.05   sFT  1.00000396   +0 13 42.4
 LW2813;SPC MA M     -   802,698.652   228,813.768   MT  1.00004438   +0 13 54.1
 LW2813;SPC MA M     - 2,633,520.49    750,699.84   sFT  1.00004438   +0 13 54.1
 LW2813;UTM  19      - 4,593,612.538   320,055.191   MT  0.99999850   -1 25 39.5
 LW2813
 LW2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2813!SPC RI       -   1.00000377  x   1.00000396  =   1.00000773
 LW2813!SPC MA M     -   1.00000377  x   1.00004438  =   1.00004815
 LW2813!UTM  19      -   1.00000377  x   0.99999850  =   1.00000227
 LW2813
 LW2813                          SUPERSEDED SURVEY CONTROL
 LW2813
 LW2813  NAD 83(1996)-  41 28 26.17328(N)    071 09 18.22196(W) AD(       ) 4
 LW2813  NAD 83(1992)-  41 28 26.17116(N)    071 09 18.22182(W) AD(       ) 4
 LW2813  NAD 83(1992)-  41 28 26.17113(N)    071 09 18.22152(W) AD(       ) 4
 LW2813  NAD 83(1986)-  41 28 26.17182(N)    071 09 18.21921(W) AD(       ) 4
 LW2813  NAD 27      -  41 28 25.80000(N)    071 09 20.05300(W) AD(       ) 3
 LW2813
 LW2813.Superseded values are not recommended for survey control.
 LW2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2813.See file dsdata.txt to determine how the superseded data were derived.
 LW2813
 LW2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF2005593613(NAD 83)
 LW2813_MARKER: DS = TRIANGULATION STATION DISK
 LW2813_SETTING: 66 = SET IN ROCK OUTCROP
 LW2813_SP_SET: SET IN ROCK OUTCROP
 LW2813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2813+STABILITY: POSITION/ELEVATION WELL
 LW2813
 LW2813  HISTORY     - Date     Condition        Report By
 LW2813  HISTORY     - 1934     MONUMENTED       CGS
 LW2813  HISTORY     - 1954     GOOD             CGS
 LW2813
 LW2813                          STATION DESCRIPTION
 LW2813
 LW2813'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2813'STATION IS ON THE HIGHEST POINT OF THE LARGE ROCK WHICH IS ABOUT 1
 LW2813'MILE NE OF WARRENS POINT, ABOUT 1/2 MILE W OF HALFWAY ROCK, AND
 LW2813'ABOUT 200 METERS OUT FROM THE SHORE LINE.  THE ROCK IS SO HARD
 LW2813'THAT A HOLE COULD NOT BE DRILLED IN IT SO A STANDARD BRONZE DISK
 LW2813'WAS CEMENTED IN A CRACK IN THE ROCK.  DISK IS STAMPED BIG ROCK, 1934.
 LW2813'
 LW2813'NO REFERENCE MARKS WERE ESTABLISHED.
 LW2813
 LW2813                          STATION RECOVERY (1954)
 LW2813
 LW2813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2813'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LW2813'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2367 ***********************************************************************
 LW2367  DESIGNATION -  BIGHT 1913
 LW2367  PID         -  LW2367
 LW2367  STATE/COUNTY-  RI/NEWPORT
 LW2367  USGS QUAD   -  BRISTOL (1975)
 LW2367
 LW2367                         *CURRENT SURVEY CONTROL
 LW2367  ___________________________________________________________________
 LW2367* NAD 83(1996)-  41 37 31.04400(N)    071 19 34.30131(W)     ADJUSTED  
 LW2367* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2367  ___________________________________________________________________
 LW2367  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 LW2367  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW2367
 LW2367  HORZ ORDER  -  THIRD
 LW2367
 LW2367.The horizontal coordinates were established by classical geodetic methods
 LW2367.and adjusted by the National Geodetic Survey in August 1998..
 LW2367
 LW2367.The orthometric height was scaled from a topographic map.
 LW2367
 LW2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2367
 LW2367.The geoid height was determined by GEOID03.
 LW2367
 LW2367;                    North         East     Units Scale Factor Converg.
 LW2367;SPC RI       -    60,204.338   114,483.975   MT  0.99999633   +0 06 55.6
 LW2367;SPC RI       -   197,520.40    375,602.84   sFT  0.99999633   +0 06 55.6
 LW2367;UTM  19      - 4,610,787.754   306,217.646   MT  1.00006213   -1 32 44.4
 LW2367
 LW2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2367!SPC RI       -   1.00000456  x   0.99999633  =   1.00000089
 LW2367!UTM  19      -   1.00000456  x   1.00006213  =   1.00006669
 LW2367
 LW2367                          SUPERSEDED SURVEY CONTROL
 LW2367
 LW2367  NAD 83(1996)-  41 37 31.04372(N)    071 19 34.30100(W) AD(       ) 3
 LW2367  NAD 83(1992)-  41 37 31.04234(N)    071 19 34.30043(W) AD(       ) 3
 LW2367  NAD 83(1992)-  41 37 31.04189(N)    071 19 34.30037(W) AD(       ) 3
 LW2367  NAD 83(1986)-  41 37 31.04224(N)    071 19 34.29917(W) AD(       ) 3
 LW2367  NAD 27      -  41 37 30.66800(N)    071 19 36.13400(W) AD(       ) 3
 LW2367
 LW2367.Superseded values are not recommended for survey control.
 LW2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2367.See file dsdata.txt to determine how the superseded data were derived.
 LW2367
 LW2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0621810788(NAD 83)
 LW2367
 LW2367  HISTORY     - Date     Condition        Report By
 LW2367  HISTORY     - 1913     MONUMENTED       CGS
 LW2367  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2367
 LW2367                          STATION DESCRIPTION
 LW2367
 LW2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2367'STATION IS IN THE BOTTOM OF A DEEP BIGHT OF THE W SIDE OF
 LW2367'PRUDENCE ISLAND, ABOUT 1-1/4 MILES TO THE SOUTHEASTWARD OF PINE
 LW2367'HILL POINT AND JUST N OF THE MOUTH OF A SMALL CREEK.  IT IS NEAR
 LW2367'THE LOWER END OF A LONG, NARROW STRIP OF SAND AND GRASS, BETWEEN
 LW2367'THE BEACH AND MARSH, 25 FEET FROM THE EDGE OF THE MARSH, 30 FEET
 LW2367'FROM THE BEACH, AND 50 FEET FROM THE END OF THE STRIP.  THE
 LW2367'STATION IS MARKED BY A CONCRETE BLOCK 8 INCHES SQUARE, HAVING
 LW2367'A PROTRUDING NAIL WITHIN A TRIANGLE AND BEARING THE
 LW2367'INSCRIPTION 1913-C. AND G.S.
 LW2367
 LW2367                          STATION RECOVERY (1956)
 LW2367
 LW2367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2367'STATION LOST.  THIS STATION WAS SEARCHED FOR DURING GRAPHIC
 LW2367'CONTROL SURVEYS.  DISTANCE FROM A HYDRO STATION NEARBY PLACES
 LW2367'BIGHT OFFSHORE.  EVIDENTLY DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2457 ***********************************************************************
 LW2457  DESIGNATION -  BISHOP 1932
 LW2457  PID         -  LW2457
 LW2457  STATE/COUNTY-  RI/NEWPORT
 LW2457  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2457
 LW2457                         *CURRENT SURVEY CONTROL
 LW2457  ___________________________________________________________________
 LW2457* NAD 83(1996)-  41 31 04.34734(N)    071 19 49.78381(W)     ADJUSTED  
 LW2457* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2457  ___________________________________________________________________
 LW2457  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 LW2457  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW2457
 LW2457  HORZ ORDER  -  SECOND
 LW2457
 LW2457.The horizontal coordinates were established by classical geodetic methods
 LW2457.and adjusted by the National Geodetic Survey in August 1998..
 LW2457
 LW2457.The orthometric height was scaled from a topographic map.
 LW2457
 LW2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2457
 LW2457.The geoid height was determined by GEOID03.
 LW2457
 LW2457;                    North         East     Units Scale Factor Converg.
 LW2457;SPC RI       -    48,273.567   114,148.998   MT  0.99999621   +0 06 44.5
 LW2457;SPC RI       -   158,377.53    374,503.84   sFT  0.99999621   +0 06 44.5
 LW2457;UTM  19      - 4,598,870.882   305,537.279   MT  1.00006539   -1 32 42.9
 LW2457
 LW2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2457!SPC RI       -   1.00000458  x   0.99999621  =   1.00000079
 LW2457!UTM  19      -   1.00000458  x   1.00006539  =   1.00006998
 LW2457
 LW2457:                Primary Azimuth Mark                     Grid Az
 LW2457:SPC RI       -  MT HOPE BRIDGE NORTH TOWER               023 23 08.6
 LW2457:UTM  19      -  MT HOPE BRIDGE NORTH TOWER               025 02 36.0
 LW2457
 LW2457|---------------------------------------------------------------------|
 LW2457| PID    Reference Object                     Distance      Geod. Az  |
 LW2457|                                                           dddmmss.s |
 LW2457| LW2349 MT HOPE BRIDGE NORTH TOWER          APPROX.15.0 KM 0232953.1 |
 LW2457| LW2348 MT HOPE BRIDGE SOUTH TOWER          APPROX.14.7 KM 0243301.5 |
 LW2457| LW2445 NEWPORT NAVAL COLL CUPOLA           APPROX. 1.2 KM 1760722.7 |
 LW2457| LW2448 GULL ROCKS BEACON                   APPROX. 1.7 KM 1871212.8 |
 LW2457| LW2880 BULL POINT CUPOLA                   APPROX. 4.7 KM 2063439.0 |
 LW2457| LW2373 CONANICUT IS DUTCH WINDMILL         APPROX. 3.7 KM 2660030.6 |
 LW2457| LW2519 HULL                                APPROX. 4.4 KM 2993053.2 |
 LW2457| LW2374 GOULD ISLAND BEACON                 APPROX. 1.7 KM 3183808.6 |
 LW2457|---------------------------------------------------------------------|
 LW2457
 LW2457                          SUPERSEDED SURVEY CONTROL
 LW2457
 LW2457  NAD 83(1996)-  41 31 04.34693(N)    071 19 49.78320(W) AD(       ) 2
 LW2457  NAD 83(1992)-  41 31 04.34574(N)    071 19 49.78311(W) AD(       ) 2
 LW2457  NAD 83(1992)-  41 31 04.34520(N)    071 19 49.78276(W) AD(       ) 2
 LW2457  NAD 83(1986)-  41 31 04.34513(N)    071 19 49.78106(W) AD(       ) 2
 LW2457  NAD 27      -  41 31 03.98000(N)    071 19 51.59200(W) AD(       ) 2
 LW2457
 LW2457.Superseded values are not recommended for survey control.
 LW2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2457.See file dsdata.txt to determine how the superseded data were derived.
 LW2457
 LW2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0553798871(NAD 83)
 LW2457_MARKER: Z = SEE DESCRIPTION
 LW2457_SETTING: 0 = UNSPECIFIED SETTING
 LW2457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2457
 LW2457  HISTORY     - Date     Condition        Report By
 LW2457  HISTORY     - 1932     MONUMENTED       CGS
 LW2457  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2457  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LW2457  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2457
 LW2457                          STATION DESCRIPTION
 LW2457
 LW2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2457'STATION IS LOCATED ON BISHOPS ROCK N OF COASTERS ISLAND.  THE ROCK
 LW2457'IS CONNECTED TO THE TRAINING STATION BY A WOODEN BRIDGE RUNNING
 LW2457'TO THE MAINLAND.
 LW2457'
 LW2457'STATION IS MARKED BY A STANDARD DISK CEMENTED IN ROCK, AND DISK
 LW2457'IS STAMPED BISHOP, 1932.
 LW2457
 LW2457                          STATION RECOVERY (1934)
 LW2457
 LW2457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2457'STATION WAS RECOVERED AS DESCRIBED.  IT IS LOCATED ON BISHOPS
 LW2457'ROCK, N OF COASTERS ISLAND.  THE ROCK IS CONNECTED TO THE TRAINING
 LW2457'STATION BY A WOODEN BRIDGE RUNNING TO THE MAINLAND.
 LW2457'
 LW2457'THE STATION IS MARKED BY A STANDARD BRONZE DISK CEMENTED IN
 LW2457'THE ROCK.
 LW2457
 LW2457                          STATION RECOVERY (1942)
 LW2457
 LW2457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (DPW)
 LW2457'WE ARE IN RECEIPT OF A LETTER FROM THE FREDENNICK-BILLINGS CO.,
 LW2457'CODDINGTON POINT, NEWPORT, R.I. STATING THAT STATION IS TO BE
 LW2457'DESTROYED PER ORDER OF THE U.S. NAVY.
 LW2457
 LW2457                          STATION RECOVERY (1956)
 LW2457
 LW2457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2457'STATION DESTROYED.  NAVY CONSTRUCTION DESTROYED THE ORIGINAL
 LW2457'MARKS.  SEE BISHOP 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2462 ***********************************************************************
 LW2462  DESIGNATION -  BISHOP 2
 LW2462  PID         -  LW2462
 LW2462  STATE/COUNTY-  RI/NEWPORT
 LW2462  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2462
 LW2462                         *CURRENT SURVEY CONTROL
 LW2462  ___________________________________________________________________
 LW2462* NAD 83(1996)-  41 31 04.38193(N)    071 19 50.49735(W)     ADJUSTED  
 LW2462* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2462  ___________________________________________________________________
 LW2462  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 LW2462  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW2462
 LW2462  HORZ ORDER  -  SECOND
 LW2462
 LW2462.The horizontal coordinates were established by classical geodetic methods
 LW2462.and adjusted by the National Geodetic Survey in August 1998..
 LW2462
 LW2462.The orthometric height was scaled from a topographic map.
 LW2462
 LW2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2462
 LW2462.The geoid height was determined by GEOID03.
 LW2462
 LW2462;                    North         East     Units Scale Factor Converg.
 LW2462;SPC RI       -    48,274.601   114,132.451   MT  0.99999621   +0 06 44.0
 LW2462;SPC RI       -   158,380.92    374,449.55   sFT  0.99999621   +0 06 44.0
 LW2462;UTM  19      - 4,598,872.395   305,520.768   MT  1.00006547   -1 32 43.4
 LW2462
 LW2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2462!SPC RI       -   1.00000458  x   0.99999621  =   1.00000079
 LW2462!UTM  19      -   1.00000458  x   1.00006547  =   1.00007006
 LW2462
 LW2462|---------------------------------------------------------------------|
 LW2462| PID    Reference Object                     Distance      Geod. Az  |
 LW2462|                                                           dddmmss.s |
 LW2462| CB7119 BISHOP 2 RM 3                        37.513 METERS 02155     |
 LW2462| LW2371 NAVAL TRAINING STATION CEN TK       APPROX. 1.1 KM 0951531.3 |
 LW2462| LW2372 NAVAL TRAINING STATION S TANK       APPROX. 1.1 KM 1022150.8 |
 LW2462| CB7117 BISHOP 2 RM 1                        33.147 METERS 11312     |
 LW2462| LW2439 MEMO 1932                           APPROX. 1.9 KM 1135122.5 |
 LW2462| LW2434 WAR COLLEGE SE TANK                 APPROX. 1.7 KM 1554710.7 |
 LW2462| LW2865 WEST TOWER                          APPROX. 7.7 KM 1955822.4 |
 LW2462| LW2849 ROSE ISLAND TANK                    APPROX. 2.6 KM 1972748.1 |
 LW2462| CB7118 BISHOP 2 RM 2                        27.481 METERS 33624     |
 LW2462|---------------------------------------------------------------------|
 LW2462
 LW2462                          SUPERSEDED SURVEY CONTROL
 LW2462
 LW2462  NAD 83(1996)-  41 31 04.38152(N)    071 19 50.49675(W) AD(       ) 2
 LW2462  NAD 83(1992)-  41 31 04.38033(N)    071 19 50.49664(W) AD(       ) 2
 LW2462  NAD 83(1992)-  41 31 04.37980(N)    071 19 50.49631(W) AD(       ) 2
 LW2462  NAD 83(1986)-  41 31 04.37964(N)    071 19 50.49438(W) AD(       ) 2
 LW2462  NAD 27      -  41 31 04.01700(N)    071 19 52.31100(W) AD(       ) 2
 LW2462
 LW2462.Superseded values are not recommended for survey control.
 LW2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2462.See file dsdata.txt to determine how the superseded data were derived.
 LW2462
 LW2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0552198872(NAD 83)
 LW2462
 LW2462  HISTORY     - Date     Condition        Report By
 LW2462  HISTORY     - 1943     MONUMENTED       CGS
 LW2462  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2462  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2462
 LW2462                          STATION DESCRIPTION
 LW2462
 LW2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2462'STATION IS LOCATED ON THE W SIDE OF AQUIDNECK ISLAND, APPROXIMATELY
 LW2462'2 MI. N OF THE TOWN OF NEWPORT, ON BISHOPS ROCK, (CONNECTED TO
 LW2462'THE NAVAL TRAINING STATION BY A ROADWAY), N OF COASTERS ISLAND,
 LW2462'34.18 FT. W OF THE NW POST OF A SIGNAL-PRACTICING TOWER, AND
 LW2462'APPROXIMATELY 30 FT. E OF THE HIGH-WATERLINE AT THE W END OF THE
 LW2462'ROCK.  IT IS A STANDARD STATION DISK, SET IN A DRILL HOLE IN
 LW2462'OUTCROPPING BEDROCK.
 LW2462'
 LW2462'REFERENCE MARK 1 IS ON THE E WALL OF THE CONCRETE BULKHEAD ON
 LW2462'THE S END OF THE ROCK, ON THE CORNER WHERE THE WALL BECOMES
 LW2462'PARALLEL TO THE ROADWAY.  IT IS A STANDARD REFERENCE-MARK DISK,
 LW2462'SET IN A DRILL HOLE.
 LW2462'
 LW2462'REFERENCE MARK 2 IS ON A DETACHED ROCK AT THE NW END OF BISHOPS
 LW2462'ROCK.  IT IS A STANDARD REFERENCE-MARK DISK, SET IN A DRILL HOLE
 LW2462'IN OUTCROPPING BEDROCK.
 LW2462'
 LW2462'REFERENCE MARK 3 IS APPROXIMATELY 80 FT. N OF THE NE CONCRETE
 LW2462'FOUNDATION FOR A SIGNAL-TOWER POST, AND APPROXIMATELY 10 FT. S
 LW2462'OF THE HIGH-WATERLINE ON THE N PART OF BISHOPS ROCK.  IT IS A
 LW2462'STANDARD REFERENCE-MARK DISK, SET IN A DRILL HOLE IN OUTCROPPING
 LW2462'BEDROCK.
 LW2462
 LW2462                          STATION RECOVERY (1954)
 LW2462
 LW2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2462'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 LW2462'CONDITION.  REFERENCE MARK 3 WAS NOT RECOVERED.  THE ROCK HAS
 LW2462'HAD FILL ADDED ON THE N SIDE, AND THE DISTANCE FROM THE STATION
 LW2462'WOULD PLACE THE MARK UNDER THE FILL.
 LW2462
 LW2462                          STATION RECOVERY (1956)
 LW2462
 LW2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2462'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LW2462'GOOD CONDITION.  REFERENCE MARK 3 WAS NOT RECOVERED AND IS
 LW2462'PROBABLY DESTROYED AS THIS AREA OF THE ISLAND HAS BEEN LEVELED
 LW2462'RECENTLY.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2528 ***********************************************************************
 LW2528  DESIGNATION -  BISSEL USE 1912
 LW2528  PID         -  LW2528
 LW2528  STATE/COUNTY-  RI/WASHINGTON
 LW2528  USGS QUAD   -  WICKFORD (1995)
 LW2528
 LW2528                         *CURRENT SURVEY CONTROL
 LW2528  ___________________________________________________________________
 LW2528* NAD 83(1996)-  41 32 51.85204(N)    071 25 48.10830(W)     ADJUSTED  
 LW2528* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW2528  ___________________________________________________________________
 LW2528  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 LW2528  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW2528
 LW2528  HORZ ORDER  -  THIRD
 LW2528
 LW2528.The horizontal coordinates were established by classical geodetic methods
 LW2528.and adjusted by the National Geodetic Survey in August 1998..
 LW2528
 LW2528.The orthometric height was scaled from a topographic map.
 LW2528
 LW2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2528
 LW2528.The geoid height was determined by GEOID03.
 LW2528
 LW2528;                    North         East     Units Scale Factor Converg.
 LW2528;SPC RI       -    51,578.683   105,837.891   MT  0.99999417   +0 02 47.1
 LW2528;SPC RI       -   169,221.06    347,236.48   sFT  0.99999417   +0 02 47.1
 LW2528;UTM  19      - 4,602,415.424   297,324.548   MT  1.00010553   -1 36 44.1
 LW2528
 LW2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2528!SPC RI       -   1.00000429  x   0.99999417  =   0.99999846
 LW2528!UTM  19      -   1.00000429  x   1.00010553  =   1.00010982
 LW2528
 LW2528:                Primary Azimuth Mark                     Grid Az
 LW2528:SPC RI       -  FOX ISLAND USE                           054 39 45.7
 LW2528:UTM  19      -  FOX ISLAND USE                           056 19 16.9
 LW2528
 LW2528|---------------------------------------------------------------------|
 LW2528| PID    Reference Object                     Distance      Geod. Az  |
 LW2528|                                                           dddmmss.s |
 LW2528| LW2506 FOX ISLAND USE                      APPROX. 1.2 KM 0544232.8 |
 LW2528| LW2520 PLUM BEACH LIGHTHOUSE               APPROX. 2.8 KM 1330743.2 |
 LW2528| LW2512 RAILROAD USE 1912                   APPROX. 0.6 KM 1690346.5 |
 LW2528| LW2513 CEDAR USE                           334.572 METERS 24429     |
 LW2528|---------------------------------------------------------------------|
 LW2528
 LW2528                          SUPERSEDED SURVEY CONTROL
 LW2528
 LW2528  NAD 83(1996)-  41 32 51.85138(N)    071 25 48.10774(W) AD(       ) 3
 LW2528  NAD 83(1992)-  41 32 51.85054(N)    071 25 48.10753(W) AD(       ) 3
 LW2528  NAD 83(1992)-  41 32 51.84994(N)    071 25 48.10743(W) AD(       ) 3
 LW2528  NAD 83(1986)-  41 32 51.84972(N)    071 25 48.10570(W) AD(       ) 3
 LW2528  NAD 27      -  41 32 51.47700(N)    071 25 49.91700(W) AD(       ) 3
 LW2528
 LW2528.Superseded values are not recommended for survey control.
 LW2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2528.See file dsdata.txt to determine how the superseded data were derived.
 LW2528
 LW2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9732502415(NAD 83)
 LW2528
 LW2528  HISTORY     - Date     Condition        Report By
 LW2528  HISTORY     - UNK      MONUMENTED
 LW2528  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2528  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2528  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2528
 LW2528                          STATION DESCRIPTION
 LW2528
 LW2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2528'ON THE W SIDE OF THE WESTERN PASSAGE OF NARRAGANSETT BAY, ON
 LW2528'A POINT ON THE E SIDE OF BISSEL COVE, ABOUT 1/2 MILE E OF
 LW2528'HAMILTON AND 1/3 MILE W OF ROMES POINT.  THE STATION IS ON
 LW2528'LAND BELONGING TO J.A. JOHNSON, 185 FEET SE FROM HIS HOUSE, AND
 LW2528'IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE IN THE TOP
 LW2528'OF A TILE, AS DESCRIBED IN NOTE 6B, EXCEPT THAT THE DISK HAS
 LW2528'THE ADDITIONAL LEGEND ESTABLISHED BY THE CORPS OF ENGINEERS,
 LW2528'U.S.A.  A REFERENCE MARK, A STANDARD DISK REFERENCE MARK WITH
 LW2528'THE ARROW POINTING TOWARD THE STATION, SET IN CONCRETE AT THE
 LW2528'CENTER OF THE TOP OF A TILE WHICH IS SURROUNDED BY A MASS OF
 LW2528'CONCRETE, IS 11.68 METERS (38.32 FEET) N BY W FROM THE
 LW2528'STATION.
 LW2528
 LW2528                          STATION RECOVERY (1934)
 LW2528
 LW2528'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2528'NO TRACE OF STATION OR REFERENCES COULD BE FOUND.
 LW2528
 LW2528                          STATION RECOVERY (1935)
 LW2528
 LW2528'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2528'THE LAND ON WHICH THIS STATION WAS LOCATED HAS PASSED
 LW2528'THROUGH SEVERAL OWNERSHIPS SINCE THE DEATH OF J.A. JOHNSON AND
 LW2528'TITLE IS NOW IN THE PROVIDENCE INSTITUTION FOR SAVINGS (THE
 LW2528'OLD STONE BANK OF PROVIDENCE).
 LW2528'
 LW2528'FOUND A PIECE OF TILE PIPE WITH A CONCRETE CORE LYING ON THE
 LW2528'SHORE.  THE DISK HAD BEEN REMOVED, AND THERE WAS NO MEANS OF
 LW2528'TELLING WHETHER IT WAS THE STATION MARK OR THE REFERENCE MARK.
 LW2528'
 LW2528'THERE IS NO ONE LIVING IN THE OLD HOUSE, AND THE BUILDING
 LW2528'WHICH THE JOHNSONS USED FOR CLAM BAKES HAS BEEN DESTROYED.
 LW2528'
 LW2528'THE LAND ON WHICH THE STATION WAS PLACED WAS LATER USED FOR A
 LW2528'SCRUB BASEBALL FIELD, SO THAT IT IS NOT SURPRISING THAT THE MARKS
 LW2528'HAVE BEEN DESTROYED.  IT IS POSSIBLE THAT THE LOWER END OF THE
 LW2528'TILE PIPE MARKING THE STATION MAY STILL BE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0911 ***********************************************************************
 LW0911  DESIGNATION -  BLACK
 LW0911  PID         -  LW0911
 LW0911  STATE/COUNTY-  RI/WASHINGTON
 LW0911  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0911
 LW0911                         *CURRENT SURVEY CONTROL
 LW0911  ___________________________________________________________________
 LW0911* NAD 83(1996)-  41 08 56.09324(N)    071 35 46.86908(W)     ADJUSTED  
 LW0911* LOCAL TIDAL -        45.511  (meters)     149.31   (feet)  ADJ UNCH  
 LW0911  ___________________________________________________________________
 LW0911  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 LW0911  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LW0911
 LW0911  HORZ ORDER  -  SECOND
 LW0911  VERT ORDER  -  SECOND    CLASS 0
 LW0911
 LW0911.The horizontal coordinates were established by classical geodetic methods
 LW0911.and adjusted by the National Geodetic Survey in August 1998..
 LW0911
 LW0911.The orthometric height was key entered from printed documents
 LW0911.and not key verified.
 LW0911
 LW0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0911
 LW0911.The geoid height was determined by GEOID03.
 LW0911
 LW0911;                    North         East     Units Scale Factor Converg.
 LW0911;SPC RI       -     7,287.654    91,911.686   MT  0.99999455   -0 03 48.2
 LW0911;SPC RI       -    23,909.58    301,546.92   sFT  0.99999455   -0 03 48.2
 LW0911;UTM  19      - 4,558,537.730   282,124.837   MT  1.00018426   -1 42 32.8
 LW0911
 LW0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0911!SPC RI       -   0.99999769  x   0.99999455  =   0.99999224
 LW0911!UTM  19      -   0.99999769  x   1.00018426  =   1.00018195
 LW0911
 LW0911|---------------------------------------------------------------------|
 LW0911| PID    Reference Object                     Distance      Geod. Az  |
 LW0911|                                                           dddmmss.s |
 LW0911| LW3098 TOWER 12 1943                        19.690 METERS 01122     |
 LW0911| LW3150 B 13/12 S 13/12 1943                  7.542 METERS 16031     |
 LW0911| LW0908 ROAR                                371.753 METERS 24649     |
 LW0911| LW0915 CHOICE                              392.864 METERS 32111     |
 LW0911| CB7123 BLACK RM 1                           15.700 METERS 33253     |
 LW0911| LW0912 SOUTHWEST                           171.024 METERS 35731     |
 LW0911|---------------------------------------------------------------------|
 LW0911
 LW0911                          SUPERSEDED SURVEY CONTROL
 LW0911
 LW0911  NAD 83(1996)-  41 08 56.09140(N)    071 35 46.86769(W) AD(       ) 2
 LW0911  NAD 83(1992)-  41 08 56.09124(N)    071 35 46.86785(W) AD(       ) 2
 LW0911  NAD 83(1992)-  41 08 56.08997(N)    071 35 46.86883(W) AD(       ) 2
 LW0911  NAD 83(1986)-  41 08 56.08745(N)    071 35 46.86958(W) AD(       ) 2
 LW0911  NAD 27      -  41 08 55.72200(N)    071 35 48.65800(W) AD(       ) 2
 LW0911
 LW0911.Superseded values are not recommended for survey control.
 LW0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0911.See file dsdata.txt to determine how the superseded data were derived.
 LW0911
 LW0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8212558538(NAD 83)
 LW0911_MARKER: DS = TRIANGULATION STATION DISK
 LW0911_SETTING: 80 = SET IN A BOULDER
 LW0911_SP_SET: BOULDER
 LW0911_STAMPING: BLACK 1943
 LW0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0911+STABILITY: SURFACE MOTION
 LW0911
 LW0911  HISTORY     - Date     Condition        Report By
 LW0911  HISTORY     - 1943     MONUMENTED       CGS
 LW0911  HISTORY     - 1943     GOOD             CGS
 LW0911
 LW0911                          STATION DESCRIPTION
 LW0911
 LW0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0911'STATION IS LOCATED ON THE S SIDE OF BLOCK ISLAND, AT BLACK ROCK
 LW0911'POINT.  IT IS 64.6 FT. S-SW OF A 110-FT. STEEL TOWER (TOWER 12),
 LW0911'34 FT. W-NW OF THE NE CORNER OF THE FIRE CONTROL BUILDING, AND 21.5
 LW0911'FT. NE OF THE SW CORNER OF THE SAME BUILDING.  SURFACE STATION
 LW0911'MARK IS A STANDARD STATION DISK, STAMPED BLACK 1943 AND SET FLUSH
 LW0911'WITH THE GROUND.
 LW0911'
 LW0911'UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP OF
 LW0911'A CONCRETE POST.
 LW0911'
 LW0911'REFERENCE MARK 1 IS S OF THE STATION.  IT IS A STANDARD
 LW0911'REFERENCE-MARK DISK, STAMPED BLACK NO 1 1943 AND SET IN A DRILL
 LW0911'HOLE IN THE CONCRETE STEPS OF THE RADIO HOUSE.
 LW0911'
 LW0911'TOWER 12 IS THE CENTER OF THE BASE OF THE TOWER.
 LW0911'
 LW0911'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LW0911
 LW0911                          STATION RECOVERY (1943)
 LW0911
 LW0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0911'AT BLOCK ISLAND.
 LW0911'ON BLOCK ISLAND, NEWPORT COUNTY, ON THE SOUTH SIDE OF THE ISLAND,
 LW0911'AT BLACK ROCK POINT, 64.6 FEET SOUTH-SOUTHWEST OF TOWER NO. 12
 LW0911'(A 110-FOOT STEEL TOWER), 34 FEET WEST-NORTHWEST OF THE NORTHEAST
 LW0911'CORNER OF THE FIRE-CONTROL BUILDING, 21.5 FEET NORTHEAST OF THE
 LW0911'SOUTHWEST CORNER, AND IN THE TOP OF A BOULDER FLUSH WITH THE
 LW0911'GROUND.  A STANDARD TRIANGULATION-STATION DISK, STAMPED BLACK
 LW0911'1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2195 ***********************************************************************
 LW2195  DESIGNATION -  BLACK POINT
 LW2195  PID         -  LW2195
 LW2195  STATE/COUNTY-  RI/NEWPORT
 LW2195  USGS QUAD   -  TIVERTON (1975)
 LW2195
 LW2195                         *CURRENT SURVEY CONTROL
 LW2195  ___________________________________________________________________
 LW2195* NAD 83(1996)-  41 31 48.05755(N)    071 13 45.79460(W)     ADJUSTED  
 LW2195* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW2195  ___________________________________________________________________
 LW2195  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 LW2195  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW2195
 LW2195  HORZ ORDER  -  THIRD
 LW2195
 LW2195.The horizontal coordinates were established by classical geodetic methods
 LW2195.and adjusted by the National Geodetic Survey in August 1998..
 LW2195
 LW2195.The orthometric height was scaled from a topographic map.
 LW2195
 LW2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2195
 LW2195.The geoid height was determined by GEOID03.
 LW2195
 LW2195;                    North         East     Units Scale Factor Converg.
 LW2195;SPC RI       -    49,643.556   122,584.549   MT  1.00000002   +0 10 45.9
 LW2195;SPC RI       -   162,872.23    402,179.47   sFT  1.00000002   +0 10 45.9
 LW2195;UTM  19      - 4,599,996.312   314,009.335   MT  1.00002572   -1 28 42.7
 LW2195
 LW2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2195!SPC RI       -   1.00000409  x   1.00000002  =   1.00000411
 LW2195!UTM  19      -   1.00000409  x   1.00002572  =   1.00002981
 LW2195
 LW2195:                Primary Azimuth Mark                     Grid Az
 LW2195:SPC RI       -  WESTERNMOST THREE SHACKS W GAB           012 23 14.2
 LW2195:UTM  19      -  WESTERNMOST THREE SHACKS W GAB           014 02 42.8
 LW2195
 LW2195|---------------------------------------------------------------------|
 LW2195| PID    Reference Object                     Distance      Geod. Az  |
 LW2195|                                                           dddmmss.s |
 LW2195| LW2176 WESTERNMOST THREE SHACKS W GAB      APPROX. 3.6 KM 0123400.1 |
 LW2195| LW2178 SLADE FARM FLAG                     APPROX. 4.9 KM 0224133.0 |
 LW2195| LW2193 ALMY FARM RED WATER TANK            APPROX. 3.1 KM 0301547.8 |
 LW2195| CB7124 BLACK POINT RM 1                     61.880 METERS 06241     |
 LW2195| LW0512 WINDMILL 3                          APPROX. 3.1 KM 0624119.8 |
 LW2195| LW2192 ALMYS H HOUSE CHIMNEY               APPROX. 3.0 KM 0692038.3 |
 LW2195| LW2172 SCHERERS HOUSE NORTH CHIMNEY        APPROX. 3.2 KM 1154523.6 |
 LW2195| LW2168 ROPES BARN NORTH CUPOLA             APPROX. 3.9 KM 1390209.7 |
 LW2195| LW2161 NORMANS HOUSE EAST CHIMNEY          289.276 METERS 16430     |
 LW2195| CB7125 BLACK POINT RM 2                      5.080 METERS 16625     |
 LW2195| LW2174 VANDERBILT ESTATE GRAY TOWER        APPROX. 2.4 KM 3350106.5 |
 LW2195| LW2177 VANDERBILTS BARN SOUTH GABLE        APPROX. 2.6 KM 3364814.6 |
 LW2195| LW2194 BOULDER ON SHORE                    APPROX. 1.4 KM 3400606.0 |
 LW2195| LW2186 POWERHOUSE STACK                    APPROX. 8.6 KM 3532122.4 |
 LW2195|---------------------------------------------------------------------|
 LW2195
 LW2195                          SUPERSEDED SURVEY CONTROL
 LW2195
 LW2195  NAD 83(1996)-  41 31 48.05736(N)    071 13 45.79426(W) AD(       ) 3
 LW2195  NAD 83(1992)-  41 31 48.05573(N)    071 13 45.79385(W) AD(       ) 3
 LW2195  NAD 83(1992)-  41 31 48.05549(N)    071 13 45.79362(W) AD(       ) 3
 LW2195  NAD 83(1986)-  41 31 48.05583(N)    071 13 45.79187(W) AD(       ) 3
 LW2195  NAD 27      -  41 31 47.68700(N)    071 13 47.62200(W) AD(       ) 3
 LW2195
 LW2195.Superseded values are not recommended for survey control.
 LW2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2195.See file dsdata.txt to determine how the superseded data were derived.
 LW2195
 LW2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1400999996(NAD 83)
 LW2195
 LW2195  HISTORY     - Date     Condition        Report By
 LW2195  HISTORY     - 1917     MONUMENTED       CGS
 LW2195  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2195  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2195  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LW2195  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2195  HISTORY     - 1966     SEE DESCRIPTION  LOCSUR
 LW2195
 LW2195                          STATION DESCRIPTION
 LW2195
 LW2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (RPS)
 LW2195'STATION IS ON THE W SHORE OF THE SAKONNET RIVER, ABOUT 1/8 MILE
 LW2195'N OF BLACK POINT.  THE STATION MARK IS A STANDARD DISK WEDGED IN
 LW2195'A DRILL HOLE IN A BOULDER, AND IS NEARLY FLUSH WITH THE SURROUNDING
 LW2195'TURF.  THERE ARE TWO REFERENCE MARKS, ONE, A STANDARD DISK WEDGED
 LW2195'IN A DRILL HOLE IN OUTCROPPING BEDROCK, 61.88 METERS (203.02
 LW2195'FEET) E BY N AND THE OTHER, A STANDARD DISK WEDGED IN A DRILL
 LW2195'HOLE IN A BOULDER, 5.08 METERS (16.67 FEET) S BY E OF THE
 LW2195'STATION.  THE NW SUPPORT OF THE MORE NORTHERLY OF TWO
 LW2195'WINDMILLS ON THE BLACK POINT FARM IS 108.2 METERS (354.9 FEET)
 LW2195'FROM THE STATION.
 LW2195
 LW2195                          STATION RECOVERY (1934)
 LW2195
 LW2195'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2195'STATION MARKER AND ONE REFERENCE RECOVERED AS DESCRIBED.  REFERENCE
 LW2195'MARK IS 203.02 FEET E BY N OF STATION AND COULD NOT BE
 LW2195'FOUND.  STATION IS BEST APPROACHED BY WAY OF BRAMANS LANE THROUGH
 LW2195'GENERAL PARKERS ESTATE.  BOTH MARKS ARE IN GOOD CONDITION.
 LW2195
 LW2195                          STATION RECOVERY (1935)
 LW2195
 LW2195'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2195'THE STATION WAS FOUND IN EXCELLENT CONDITION AND MARKED AS
 LW2195'DESCRIBED EXCEPT THAT THE DISK IS CEMENTED IN THE ROCK.
 LW2195'
 LW2195'THE REFERENCE MARK S BY E OF THE STATION WAS FOUND AS DESCRIBED.
 LW2195'
 LW2195'THE REFERENCE MARK E BY N WAS NOT FOUND.
 LW2195'
 LW2195'THE MORE NORTHERLY OF THE TWO WINDMILLS IS IN A POOR STATE OF
 LW2195'REPAIR, AND MAY NOT EXIST MANY MORE YEARS.
 LW2195'
 LW2195'THE STATION IS ABOUT 1/8 MILE N OF NORMANS SUMMER HOME AND ON
 LW2195'THE POINT NEXT N OF THE ONE ON WHICH THE HOUSE IS LOCATED.
 LW2195'
 LW2195'TO REACH THE STATION START AT THE SOUTH PORTSMOUTH UNION
 LW2195'CHRISTIAN CHURCH, GO S ON THE ROAD FROM PORTSMOUTH TO NEWPORT,
 LW2195'1.4 MILES TO BRAMANS LANE.  PROCEED E ABOUT 1 MILE, THEN S ABOUT
 LW2195'1/2 MILE TO A PRIVATE ROAD LEADING TO NORMANS HOUSE.
 LW2195
 LW2195                          STATION RECOVERY (1935)
 LW2195
 LW2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MHR)
 LW2195'THE STATION AND ONE REFERENCE MARK RECOVERED IN GOOD
 LW2195'CONDITION.  DESCRIPTION IS ADEQUATE.  REMAINS OF THE TWO WINDMILLS
 LW2195'MENTIONED ARE STILL IN EXISTENCE.  REFERENCE MARK, 61.88 METERS,
 LW2195'E BY N, FROM THE STATION COULD NOT BE FOUND.
 LW2195
 LW2195                          STATION RECOVERY (1954)
 LW2195
 LW2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2195'STATION AND ONE REFERENCE MARK WERE RECOVERED IN GOOD
 LW2195'CONDITION.  THE 1935 RECOVERY NOTE BY THE R.I. GEODETIC SURVEY
 LW2195'IS ADEQUATE EXCEPT FOR THE FOLLOWING--
 LW2195'
 LW2195'THE TWO WINDMILLS AND NORMANS SUMMER HOME ARE NO LONGER STANDING.
 LW2195
 LW2195                          STATION RECOVERY (1966)
 LW2195
 LW2195'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 LW2195'STATION HAS BEEN WASHED OUT.  5.08 M. REFERENCE MARK HAS BEEN
 LW2195'FOUND NEAR PRESENT EDGE OF WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0910 ***********************************************************************
 LW0910  DESIGNATION -  BLACK RM 1
 LW0910  PID         -  LW0910
 LW0910  STATE/COUNTY-  RI/WASHINGTON
 LW0910  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0910
 LW0910                         *CURRENT SURVEY CONTROL
 LW0910  ___________________________________________________________________
 LW0910* NAD 83(1986)-  41 08 55.     (N)    071 35 46.     (W)     SCALED    
 LW0910* LOCAL TIDAL -        44.684  (meters)     146.60   (feet)  ADJ UNCH  
 LW0910  ___________________________________________________________________
 LW0910  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LW0910
 LW0910  VERT ORDER  -  SECOND    CLASS 0
 LW0910
 LW0910.The horizontal coordinates were scaled from a topographic map and have
 LW0910.an estimated accuracy of +/- 6 seconds.
 LW0910
 LW0910.The orthometric height was key entered from printed documents
 LW0910.and not key verified.
 LW0910
 LW0910.The geoid height was determined by GEOID03.
 LW0910
 LW0910;                    North         East    Units  Estimated Accuracy
 LW0910;SPC RI       -     7,250.       91,930.      MT  (+/- 180 meters Scaled)
 LW0910
 LW0910                          SUPERSEDED SURVEY CONTROL
 LW0910
 LW0910.No superseded survey control is available for this station.
 LW0910
 LW0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF821585(NAD 83)
 LW0910_MARKER: DR = REFERENCE MARK DISK
 LW0910_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0910_SP_SET: STEPS
 LW0910_STAMPING: BLACK NO 1 1943
 LW0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0910
 LW0910  HISTORY     - Date     Condition        Report By
 LW0910  HISTORY     - 1943     MONUMENTED       CGS
 LW0910
 LW0910                          STATION DESCRIPTION
 LW0910
 LW0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0910'AT BLOCK ISLAND.
 LW0910'51.51 FEET SOUTH OF TRIANGULATION STATION BLACK DESCRIBED ABOVE,
 LW0910'AT THE RADIO HOUSE, AND IN THE CONCRETE STEPS.  A STANDARD
 LW0910'REFERENCE-MARK DISK, STAMPED BLACK NO 1 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2461 ***********************************************************************
 LW2461  DESIGNATION -  BLACK STACK J
 LW2461  PID         -  LW2461
 LW2461  STATE/COUNTY-  RI/NEWPORT
 LW2461  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2461
 LW2461                         *CURRENT SURVEY CONTROL
 LW2461  ___________________________________________________________________
 LW2461* NAD 83(1996)-  41 36 54.76114(N)    071 16 09.13726(W)     ADJUSTED  
 LW2461* NAVD 88     -                                                        
 LW2461  ___________________________________________________________________
 LW2461  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 LW2461  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW2461
 LW2461  HORZ ORDER  -  THIRD
 LW2461
 LW2461.The horizontal coordinates were established by classical geodetic methods
 LW2461.and adjusted by the National Geodetic Survey in August 1998..
 LW2461
 LW2461
 LW2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2461
 LW2461.The geoid height was determined by GEOID03.
 LW2461
 LW2461;                    North         East     Units Scale Factor Converg.
 LW2461;SPC RI       -    59,096.097   119,236.209   MT  0.99999830   +0 09 11.8
 LW2461;SPC RI       -   193,884.44    391,194.13   sFT  0.99999830   +0 09 11.8
 LW2461;UTM  19      - 4,609,542.169   310,936.014   MT  1.00003990   -1 30 26.9
 LW2461
 LW2461                          SUPERSEDED SURVEY CONTROL
 LW2461
 LW2461  NAD 83(1996)-  41 36 54.76093(N)    071 16 09.13703(W) AD(       ) 4
 LW2461  NAD 83(1992)-  41 36 54.75946(N)    071 16 09.13640(W) AD(       ) 4
 LW2461  NAD 83(1992)-  41 36 54.75904(N)    071 16 09.13612(W) AD(       ) 4
 LW2461  NAD 83(1986)-  41 36 54.75947(N)    071 16 09.13436(W) AD(       ) 4
 LW2461  NAD 27      -  41 36 54.38000(N)    071 16 10.97000(W) AD(       ) 3
 LW2461
 LW2461.Superseded values are not recommended for survey control.
 LW2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2461.See file dsdata.txt to determine how the superseded data were derived.
 LW2461
 LW2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1093609542(NAD 83)
 LW2461
 LW2461  HISTORY     - Date     Condition        Report By
 LW2461  HISTORY     - UNK      MONUMENTED
 LW2461  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2461
 LW2461                          STATION DESCRIPTION
 LW2461
 LW2461'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2461'THIS STACK IS NO LONGER IN EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2463 ***********************************************************************
 LW2463  DESIGNATION -  BLACK TANK
 LW2463  PID         -  LW2463
 LW2463  STATE/COUNTY-  RI/NEWPORT
 LW2463  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2463
 LW2463                         *CURRENT SURVEY CONTROL
 LW2463  ___________________________________________________________________
 LW2463* NAD 83(1996)-  41 31 42.17654(N)    071 15 32.46569(W)     ADJUSTED  
 LW2463* NAVD 88     -                                                        
 LW2463  ___________________________________________________________________
 LW2463  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 LW2463  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW2463
 LW2463  HORZ ORDER  -  THIRD
 LW2463
 LW2463.The horizontal coordinates were established by classical geodetic methods
 LW2463.and adjusted by the National Geodetic Survey in August 1998..
 LW2463
 LW2463
 LW2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2463
 LW2463.The geoid height was determined by GEOID03.
 LW2463
 LW2463;                    North         East     Units Scale Factor Converg.
 LW2463;SPC RI       -    49,454.801   120,112.147   MT  0.99999873   +0 09 35.2
 LW2463;SPC RI       -   162,252.96    394,067.94   sFT  0.99999873   +0 09 35.2
 LW2463;UTM  19      - 4,599,879.165   311,532.427   MT  1.00003714   -1 29 53.3
 LW2463
 LW2463                          SUPERSEDED SURVEY CONTROL
 LW2463
 LW2463  NAD 83(1996)-  41 31 42.17630(N)    071 15 32.46524(W) AD(       ) 4
 LW2463  NAD 83(1992)-  41 31 42.17478(N)    071 15 32.46498(W) AD(       ) 4
 LW2463  NAD 83(1992)-  41 31 42.17445(N)    071 15 32.46465(W) AD(       ) 4
 LW2463  NAD 83(1986)-  41 31 42.17463(N)    071 15 32.46283(W) AD(       ) 4
 LW2463  NAD 27      -  41 31 41.80800(N)    071 15 34.28600(W) AD(       ) 3
 LW2463
 LW2463.Superseded values are not recommended for survey control.
 LW2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2463.See file dsdata.txt to determine how the superseded data were derived.
 LW2463
 LW2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1153299879(NAD 83)
 LW2463
 LW2463  HISTORY     - Date     Condition        Report By
 LW2463  HISTORY     - 1917     MONUMENTED       CGS
 LW2463  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2463  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2463  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2463
 LW2463                          STATION DESCRIPTION
 LW2463
 LW2463'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2463'STATION IS AN ELEVATED WATER TANK PAINTED BLACK ON THE W SIDE
 LW2463'OF MITCHELLS LANE, ABOUT 0.8 MILE SE OF EAST MAIN ROAD (RHODE
 LW2463'ISLAND ROUTE 138).  THERE IS NO DATE ON THE STRUCTURE, BUT I AM
 LW2463'TOLD THAT IT HAS STOOD IN ITS PRESENT LOCATION FOR OVER 20
 LW2463'YEARS.  IT BELONGS, NOW OR FORMERLY, TO MARY VAN BEUREN.
 LW2463
 LW2463                          STATION RECOVERY (1954)
 LW2463
 LW2463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2463'STATION DESTROYED.
 LW2463'
 LW2463'THIS BLACK TANK HAS BEEN REMOVED, THE ONLY REMAINS OF THE TANK IS
 LW2463'THE ROOF WHICH IS ON THE GROUND.
 LW2463
 LW2463                          STATION RECOVERY (1956)
 LW2463
 LW2463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2463'STATION DESTROYED.  A FEW REMAINS OF THE TANK WERE FOUND SCATTERED
 LW2463'ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2368 ***********************************************************************
 LW2368  DESIGNATION -  BLACK WATER TK WINDMILL ON TOP
 LW2368  PID         -  LW2368
 LW2368  STATE/COUNTY-  RI/BRISTOL
 LW2368  USGS QUAD   -  BRISTOL (1975)
 LW2368
 LW2368                         *CURRENT SURVEY CONTROL
 LW2368  ___________________________________________________________________
 LW2368* NAD 83(1996)-  41 43 40.15992(N)    071 19 09.94757(W)     ADJUSTED  
 LW2368* NAVD 88     -                                                        
 LW2368  ___________________________________________________________________
 LW2368  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 LW2368  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW2368
 LW2368  HORZ ORDER  -  THIRD
 LW2368
 LW2368.The horizontal coordinates were established by classical geodetic methods
 LW2368.and adjusted by the National Geodetic Survey in August 1998..
 LW2368
 LW2368
 LW2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2368
 LW2368.The geoid height was determined by GEOID03.
 LW2368
 LW2368;                    North         East     Units Scale Factor Converg.
 LW2368;SPC RI       -    71,593.376   115,023.863   MT  0.99999653   +0 07 12.7
 LW2368;SPC RI       -   234,885.93    377,374.12   sFT  0.99999653   +0 07 12.7
 LW2368;UTM  19      - 4,622,157.054   307,087.839   MT  1.00005798   -1 32 39.4
 LW2368
 LW2368                          SUPERSEDED SURVEY CONTROL
 LW2368
 LW2368  NAD 83(1996)-  41 43 40.15968(N)    071 19 09.94748(W) AD(       ) 4
 LW2368  NAD 83(1992)-  41 43 40.15826(N)    071 19 09.94659(W) AD(       ) 4
 LW2368  NAD 83(1992)-  41 43 40.15797(N)    071 19 09.94659(W) AD(       ) 4
 LW2368  NAD 83(1986)-  41 43 40.15862(N)    071 19 09.94595(W) AD(       ) 4
 LW2368  NAD 27      -  41 43 39.81300(N)    071 19 11.78800(W) AD(       ) 3
 LW2368
 LW2368.Superseded values are not recommended for survey control.
 LW2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2368.See file dsdata.txt to determine how the superseded data were derived.
 LW2368
 LW2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0708822157(NAD 83)
 LW2368
 LW2368  HISTORY     - Date     Condition        Report By
 LW2368  HISTORY     - UNK      MONUMENTED
 LW2368  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2368  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2368  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2368
 LW2368                          STATION DESCRIPTION
 LW2368
 LW2368'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2368'THE ELEVATED TANK IS IN EXISTENCE, AND THERE IS EVIDENCE THAT
 LW2368'IT ONCE HAD A WINDMILL ON TOP.  (THE MAIN SHAFT IS STILL IN ITS
 LW2368'POSITION ABOVE THE TANK AND PIECES OF WINDWHEEL ARE SCATTERED
 LW2368'ON THE GROUND).
 LW2368'
 LW2368'THE TANK STANDS ON LAND BELONGING TO THE ROMAN CATHOLIC CHURCH
 LW2368'AND ONCE USED BY THE ST. PAUL DE VINCENT ORPHANAGE.
 LW2368'
 LW2368'THE STATION IS ABOUT 85 YARDS W OF WATSON AVENUE AND ABOUT
 LW2368'0.1 MILE S OF NAYATT ROAD.
 LW2368
 LW2368                          STATION RECOVERY (1944)
 LW2368
 LW2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RMB)
 LW2368'DESTROYED BY 1938 HURRICANE.  NO VISIBLE EVIDENCE OF ITS LOCATION.
 LW2368
 LW2368                          STATION RECOVERY (1956)
 LW2368
 LW2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2368'STATION DESTROYED.  THE 1944 RECOVERY NOTE BY R.M.B. WAS VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0772 ***********************************************************************
 MY0772  DESIGNATION -  BLANCH
 MY0772  PID         -  MY0772
 MY0772  STATE/COUNTY-  RI/PROVIDENCE
 MY0772  USGS QUAD   -  BLACKSTONE (1979)
 MY0772
 MY0772                         *CURRENT SURVEY CONTROL
 MY0772  ___________________________________________________________________
 MY0772* NAD 83(1996)-  42 00 30.94104(N)    071 34 19.66717(W)     ADJUSTED  
 MY0772* NAVD 88     -       105.488  (meters)     346.09   (feet)  ADJUSTED  
 MY0772  ___________________________________________________________________
 MY0772  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 MY0772  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MY0772  DYNAMIC HT  -         105.454 (meters)     345.98  (feet)  COMP
 MY0772  MODELED GRAV-     980,295.4   (mgal)                       NAVD 88
 MY0772
 MY0772  HORZ ORDER  -  FIRST
 MY0772  VERT ORDER  -  SECOND    CLASS 0
 MY0772
 MY0772.The horizontal coordinates were established by classical geodetic methods
 MY0772.and adjusted by the National Geodetic Survey in August 1998..
 MY0772
 MY0772.The orthometric height was determined by differential leveling
 MY0772.and adjusted by the National Geodetic Survey in June 1991..
 MY0772
 MY0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY0772
 MY0772.The geoid height was determined by GEOID03.
 MY0772
 MY0772.The dynamic height is computed by dividing the NAVD 88
 MY0772.geopotential number by the normal gravity value computed on the
 MY0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0772.degrees latitude (g = 980.6199 gals.).
 MY0772
 MY0772.The modeled gravity was interpolated from observed gravity values.
 MY0772
 MY0772;                    North         East     Units Scale Factor Converg.
 MY0772;SPC RI       -   102,765.550    94,024.835   MT  0.99999419   -0 02 53.8
 MY0772;SPC RI       -   337,156.64    308,479.81   sFT  0.99999419   -0 02 53.8
 MY0772;SPC MA M     -   862,026.427   194,024.977   MT  0.99997014   -0 02 54.4
 MY0772;SPC MA M     - 2,828,165.04    636,563.61   sFT  0.99997014   -0 02 54.4
 MY0772;UTM  19      - 4,653,931.231   287,003.414   MT  1.00015828   -1 43 19.3
 MY0772
 MY0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY0772!SPC RI       -   0.99998806  x   0.99999419  =   0.99998225
 MY0772!SPC MA M     -   0.99998806  x   0.99997014  =   0.99995820
 MY0772!UTM  19      -   0.99998806  x   1.00015828  =   1.00014634
 MY0772
 MY0772|---------------------------------------------------------------------|
 MY0772| PID    Reference Object                     Distance      Geod. Az  |
 MY0772|                                                           dddmmss.s |
 MY0772| MY0773 BLANCH RM 1                          14.690 METERS 03445     |
 MY0772| MY3684 BLANCHARD                            62.391 METERS 03811     |
 MY0772| LW3490 BRANCH RIVER WOOL COMBING TK        APPROX. 2.2 KM 1285623.6 |
 MY0772| LW3481 MOWRY FIRE TOWER                    APPROX. 3.8 KM 1555331.0 |
 MY0772| MY6202 BLANCH RM 3                          10.592 METERS 16736     |
 MY0772| LW3487 SLATERSVILLE N SMITHFLD SPIPE       APPROX. 1.7 KM 1780045.6 |
 MY0772| CR4800 SLATERSVILLE WATER STORAGE TANK                    2200826.2 |
 MY0772| MY3682 SLATERSVILLE N SMITHFIELD TANK      APPROX. 1.0 KM 2211236.5 |
 MY0772| MY0771 BLANCH RM 2                          18.853 METERS 27138     |
 MY0772|---------------------------------------------------------------------|
 MY0772
 MY0772                          SUPERSEDED SURVEY CONTROL
 MY0772
 MY0772  NAD 83(1996)-  42 00 30.94096(N)    071 34 19.66716(W) AD(       ) 1
 MY0772  NAD 83(1992)-  42 00 30.93992(N)    071 34 19.66607(W) AD(       ) 1
 MY0772  NAD 83(1992)-  42 00 30.93988(N)    071 34 19.66610(W) AD(       ) 1
 MY0772  NAD 83(1986)-  42 00 30.93985(N)    071 34 19.66494(W) AD(       ) 1
 MY0772  NAD 27      -  42 00 30.58678(N)    071 34 21.43620(W) AD(       ) 1
 MY0772  NGVD 29 (??/??/92)  105.726  (m)          346.87   (f) ADJ UNCH    2 0
 MY0772
 MY0772.Superseded values are not recommended for survey control.
 MY0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0772.See file dsdata.txt to determine how the superseded data were derived.
 MY0772
 MY0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8700353931(NAD 83)
 MY0772_MARKER: DS = TRIANGULATION STATION DISK
 MY0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY0772_SP_SET: CONCRETE POST
 MY0772_STAMPING: BLANCH 1968
 MY0772_MARK LOGO: CGS   
 MY0772_MAGNETIC: N = NO MAGNETIC MATERIAL
 MY0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY0772+STABILITY: SURFACE MOTION
 MY0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MY0772+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 MY0772
 MY0772  HISTORY     - Date     Condition        Report By
 MY0772  HISTORY     - 1968     MONUMENTED       CGS
 MY0772  HISTORY     - 1969     GOOD             NGS
 MY0772  HISTORY     - 1986     GOOD             RIGS
 MY0772  HISTORY     - 19870623 GOOD             RIGS
 MY0772  HISTORY     - 20040424 GOOD             GEOCAC
 MY0772
 MY0772                          STATION DESCRIPTION
 MY0772
 MY0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 MY0772'STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF WOONSOCKET,
 MY0772'1 MILE NORTHEAST OF SLATERSVILLE, 1/2 MILE SOUTH OF THE RHODE ISLAND
 MY0772'AND MASSACHUSETTS STATE LINE, AND NORTH OF STATE HIGHWAY 146
 MY0772'ON THE RIGHT-OF-WAY ATOP A HIGH ROCK CLIFF.
 MY0772'
 MY0772'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 5, 102 AND 146A, GO
 MY0772'EAST ON HIGHWAY 146A FOR .75 MILE TO A REVERSE Y-FORK.  TURN SHARP
 MY0772'LEFT ON OLD GREAT ROAD AND GO NORTHERLY FOR 0.3 MILE TO A
 MY0772'FORK.  KEEP LEFT FOR 0.05 MILE TO A FORK.  TURN RIGHT AND GO
 MY0772'NORTH FOR 0.1 MILE TO AN UNDERPASS, CONTINUE ON UNDER THE
 MY0772'UNDERPASS FOR 0.05 MILE TO A REVERSE Y-FORK.  TURN SHARP RIGHT
 MY0772'AND GO SOUTH FOR 0.05 MILE TO A SIDE ROAD LEFT WHERE HIGH TENSION
 MY0772'LINES CROSSES ROAD.  TURN LEFT ON A GRAVELED ROAD FOR ABOUT 50
 MY0772'FEET TO WHERE GRAVELED ROAD TURNS LEFT AND A DIM TRACK ROAD
 MY0772'CONTINUES AHEAD.  CONTINUE AHEAD EAST, ON THE DIM TRACK ROAD
 MY0772'ALONG THE NORTH EDGE OF HIGH LINE RIGHT-OF-WAY FOR 0.1 MILE
 MY0772'TO THE SUMMIT OF HILL.  TURN RIGHT AND GO SOUTH CROSSING
 MY0772'RIGHT-OF-WAY FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 MY0772'
 MY0772'STATION MARK, STAMPED BLANCH 1968, IS SET IN TOP OF A CONCRETE
 MY0772'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET
 MY0772'NORTHWEST OF EDGE OF ROCK CLIFF, 30.7 FEET SOUTHWEST OF A
 MY0772'15-INCH TRIANGLE BLAZED OAK TREE AND 4 FEET SOUTH OF A METAL
 MY0772'WITNESS POST.
 MY0772'
 MY0772'RM 1, STAMPED BLANCH NO 1 1968, IS SET IN A BEDROCK FORMATION
 MY0772'WHICH PROJECTS 8 INCHES.  IT IS 19 FEET NORTHEAST OF A 15-INCH
 MY0772'TRIANGLE BLAZED OAK TREE AND 1 FOOT SOUTH OF A METAL WITNESS
 MY0772'POST.
 MY0772'
 MY0772'RM 2, STAMPED BLANCH NO 2 1968, IS SET IN A BEDROCK FORMATION
 MY0772'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 60.5 FEET WEST OF
 MY0772'METAL WITNESS POST AT THE STATION MARK AND 17 FEET NORTHWEST
 MY0772'OF EDGE OF CLIFF.
 MY0772'
 MY0772'BLANCHARD 1936, IS THE SHANK OF A MASSACHUSETTS STATE SURVEY
 MY0772'STANDARD TRIANGULATION DISK SET IN A DRILL HOLE IN A BOULDER WHICH
 MY0772'IS FLUSH WITH THE GROUND SURFACE AND IS 2 BY 2-1/2 FOOT IN SIZE.
 MY0772'
 MY0772'SLATERSVILLE N SMITHFIELD TANK MAY BE USED FOR AN AZIMUTH.
 MY0772'
 MY0772'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MY0772
 MY0772                          STATION RECOVERY (1969)
 MY0772
 MY0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MY0772'0.6 MI SE FROM SLATERSVILLE.
 MY0772'ABOUT 0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE
 MY0772'CENTER STREET OVERPASS OVER THE HIGHWAY AT SLATERSVILLE, ABOUT
 MY0772'0.1 MILE SOUTHEAST OF THE HIGHWAY OVERPASS OVER PROVIDENCE
 MY0772'STREET, ON THE TOP OF A CUT WHICH IS ABOUT 0.3 MILE LONG AND
 MY0772'40 FEET HIGH AT THE HIGHEST POINT, 80 FEET NORTHEAST OF THE
 MY0772'CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 42 FEET
 MY0772'NORTHEAST OF THE EDGE OF THE TOP STEP OF THE CUT, 31 1/2 FEET
 MY0772'SOUTH OF A 14-INCH OAK TREE WITH A 5 INCH TRIANGULAR BLAZE
 MY0772'ON THE SOUTHWEST SIDE, 3.7 FEET SOUTHEAST OF A METAL WITNESS
 MY0772'POST, 40 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE
 MY0772'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 MY0772'THE GROUND.
 MY0772
 MY0772                          STATION RECOVERY (1986)
 MY0772
 MY0772'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 MY0772'THE STATION WAS RECOVERED AT THIS DATE.
 MY0772'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND BLANCHARD WERE
 MY0772'RECOVERED AS DESCRIBED, AND FOUND TO BE IN GOOD CONDITION.
 MY0772'A NEW TO REACH FOLLOWS.  SLATERSVILLE WATER STORAGE TANK WAS
 MY0772'ALSO OBSERVED AT THIS TIME, AND MAY BE USED FOR AN AZIMUTH,
 MY0772'A DESCRIPTION FOLLOWS.
 MY0772'
 MY0772'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 5,
 MY0772'102, AND 146A, GO EAST FOR .72 KM (.45 MI) ON HIGHWAY 146A TO OLD
 MY0772'GREAT ROAD.  TURN LEFT ON OLD GREAT ROAD AND GO NORTHERLY FOR 0.15
 MY0772'MILES TO AN INTERSECTION, AND CONTINUE NORTH 0.10 MILES TO AN
 MY0772'UNDERPASS, CONTINUE UNDER THE UNDERPASS FOR 0.05 MILES TO A REVERSE
 MY0772'Y-FORK.  TURN SHARP RIGHT, AND GO SOUTH 0.05 MILES TO A SIDE ROAD,
 MY0772'WHERE HIGH TENSION LINES CROSS THE ROAD.  TURN LEFT ON GRAVELED
 MY0772'ROAD AND GO ABOUT 50 FEET TO WHERE THE GRAVELED ROAD TURNS LEFT AND
 MY0772'A DIM TRACK ROAD CONTINUES AHEAD, GO EAST ON THE DIM TRACK ROAD
 MY0772'ALONG THE NORTH EDGE OF A HIGH LINE RIGHT OF WAY FOR 0.1 MILES TO
 MY0772'THE SUMMIT OF A HILL.  TURN RIGHT AND GO SOUTH CROSSING THE RIGHT
 MY0772'OF WAY FOR 0.05 MILES, TO THE STATION AS DESCRIBED.
 MY0772'
 MY0772'AZIMUTH OBJECT NO. 1 IS THE VENT AT THE TOP CENTER OF THE
 MY0772'SLATERSVILLE WATER STORAGE TANK, A GREEN ELEVATED TANK
 MY0772'APPROXIMATELY 100 FEET HIGH AND BUILT IN 1979.
 MY0772'TO REACH THE TANK FROM THE
 MY0772'INTERSECTION OF 5, 102 AND 146A, G0 SOUTH 0.72 KM (0.45 MI) ON
 MY0772'HIGHWAY 5 TO RIDGE ROAD ON THE LEFT.  TURN LEFT AND GO
 MY0772'NORTHEASTERLY FOR 0.16 (0.1 MI) TO COUNTRY ROAD ON THE LEFT.  TURN
 MY0772'LEFT AND GO NORTH ABOUT 100 FEET TO THE TANK ON THE LEFT.
 MY0772
 MY0772                          STATION RECOVERY (1987)
 MY0772
 MY0772'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 MY0772'RECOVERED IN GOOD CONDITION.
 MY0772
 MY0772                          STATION RECOVERY (2004)
 MY0772
 MY0772'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 MY0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0773 ***********************************************************************
 MY0773  DESIGNATION -  BLANCH RM 1
 MY0773  PID         -  MY0773
 MY0773  STATE/COUNTY-  RI/PROVIDENCE
 MY0773  USGS QUAD   -  BLACKSTONE (1979)
 MY0773
 MY0773                         *CURRENT SURVEY CONTROL
 MY0773  ___________________________________________________________________
 MY0773* NAD 83(1986)-  42 00 30.     (N)    071 34 19.     (W)     SCALED    
 MY0773* NAVD 88     -       106.650  (meters)     349.90   (feet)  ADJUSTED  
 MY0773  ___________________________________________________________________
 MY0773  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MY0773  DYNAMIC HT  -         106.615 (meters)     349.79  (feet)  COMP
 MY0773  MODELED GRAV-     980,295.4   (mgal)                       NAVD 88
 MY0773
 MY0773  VERT ORDER  -  SECOND    CLASS 0
 MY0773
 MY0773.The horizontal coordinates were scaled from a topographic map and have
 MY0773.an estimated accuracy of +/- 6 seconds.
 MY0773
 MY0773.The orthometric height was determined by differential leveling
 MY0773.and adjusted by the National Geodetic Survey in June 1991..
 MY0773
 MY0773.The geoid height was determined by GEOID03.
 MY0773
 MY0773.The dynamic height is computed by dividing the NAVD 88
 MY0773.geopotential number by the normal gravity value computed on the
 MY0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0773.degrees latitude (g = 980.6199 gals.).
 MY0773
 MY0773.The modeled gravity was interpolated from observed gravity values.
 MY0773
 MY0773;                    North         East    Units  Estimated Accuracy
 MY0773;SPC RI       -   102,740.       94,040.      MT  (+/- 180 meters Scaled)
 MY0773
 MY0773                          SUPERSEDED SURVEY CONTROL
 MY0773
 MY0773  NGVD 29 (??/??/92)  106.888  (m)          350.68   (f) ADJ UNCH    2 0
 MY0773
 MY0773.Superseded values are not recommended for survey control.
 MY0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0773.See file dsdata.txt to determine how the superseded data were derived.
 MY0773
 MY0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG870539(NAD 83)
 MY0773_MARKER: DR = REFERENCE MARK DISK
 MY0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY0773_SP_SET: CONCRETE POST
 MY0773_STAMPING: BLANCH NO 1 1968
 MY0773_MARK LOGO: CGS   
 MY0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY0773+STABILITY: SURFACE MOTION
 MY0773
 MY0773  HISTORY     - Date     Condition        Report By
 MY0773  HISTORY     - 1968     MONUMENTED       CGS
 MY0773  HISTORY     - 1969     GOOD             NGS
 MY0773  HISTORY     - 19870623 GOOD             RIGS
 MY0773  HISTORY     - 20040424 POOR             GEOCAC
 MY0773
 MY0773                          STATION DESCRIPTION
 MY0773
 MY0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MY0773'0.6 MI SE FROM SLATERSVILLE.
 MY0773'ABOUT 0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE
 MY0773'CENTER STEET OVERPASS OVER THE HIGHWAY AT SLATERSVILLE, ON
 MY0773'THE TOP OF A 40-FOOT HIGH CUT, 48.2 FEET NORTHEAST OF THE
 MY0773'STATION MARK DESCRIBED, SET ON THE TOP OF THE HIGHEST PART
 MY0773'OF AN IMBEDDED BOULDER WHICH IS 6 FEET LONG AND PROJECTS 1 FOOT
 MY0773'ABOVE THE GROUND, AT THE SOUTHWEST EDGE OF A RIGHT-OF-WAY
 MY0773'FOR A POWER LINE, 190 FEET SOUTH OF THE SOUTH STEEL LEG OF
 MY0773'TOWER NO. R 140, 19 FEET EAST OF A 14 INCH OAK TREE WITH BLAZE,
 MY0773'1.4 FEET SOUTHEAST OF A METAL WITNESS POST AND ABOUT 43 FEET
 MY0773'ABOVE THE LEVEL OF THE HIGHWAY.
 MY0773
 MY0773                          STATION RECOVERY (1987)
 MY0773
 MY0773'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 MY0773'RECOVERED IN GOOD CONDITION.
 MY0773
 MY0773                          STATION RECOVERY (2004)
 MY0773
 MY0773'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 MY0773'ONLY THE STEM IS LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0771 ***********************************************************************
 MY0771  DESIGNATION -  BLANCH RM 2
 MY0771  PID         -  MY0771
 MY0771  STATE/COUNTY-  RI/PROVIDENCE
 MY0771  USGS QUAD   -  BLACKSTONE (1979)
 MY0771
 MY0771                         *CURRENT SURVEY CONTROL
 MY0771  ___________________________________________________________________
 MY0771* NAD 83(1986)-  42 00 30.     (N)    071 34 19.     (W)     SCALED    
 MY0771* NAVD 88     -       103.275  (meters)     338.83   (feet)  ADJUSTED  
 MY0771  ___________________________________________________________________
 MY0771  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MY0771  DYNAMIC HT  -         103.241 (meters)     338.72  (feet)  COMP
 MY0771  MODELED GRAV-     980,295.4   (mgal)                       NAVD 88
 MY0771
 MY0771  VERT ORDER  -  SECOND    CLASS 0
 MY0771
 MY0771.The horizontal coordinates were scaled from a topographic map and have
 MY0771.an estimated accuracy of +/- 6 seconds.
 MY0771
 MY0771.The orthometric height was determined by differential leveling
 MY0771.and adjusted by the National Geodetic Survey in June 1991..
 MY0771
 MY0771.The geoid height was determined by GEOID03.
 MY0771
 MY0771.The dynamic height is computed by dividing the NAVD 88
 MY0771.geopotential number by the normal gravity value computed on the
 MY0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0771.degrees latitude (g = 980.6199 gals.).
 MY0771
 MY0771.The modeled gravity was interpolated from observed gravity values.
 MY0771
 MY0771;                    North         East    Units  Estimated Accuracy
 MY0771;SPC RI       -   102,740.       94,040.      MT  (+/- 180 meters Scaled)
 MY0771
 MY0771                          SUPERSEDED SURVEY CONTROL
 MY0771
 MY0771  NGVD 29 (??/??/92)  103.513  (m)          339.61   (f) ADJ UNCH    2 0
 MY0771
 MY0771.Superseded values are not recommended for survey control.
 MY0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0771.See file dsdata.txt to determine how the superseded data were derived.
 MY0771
 MY0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG870539(NAD 83)
 MY0771_MARKER: DR = REFERENCE MARK DISK
 MY0771_SETTING: 66 = SET IN ROCK OUTCROP
 MY0771_SP_SET: BEDROCK
 MY0771_STAMPING: BLANCH NO 2 1968
 MY0771_MARK LOGO: CGS   
 MY0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY0771+STABILITY: POSITION/ELEVATION WELL
 MY0771
 MY0771  HISTORY     - Date     Condition        Report By
 MY0771  HISTORY     - 1968     MONUMENTED       CGS
 MY0771  HISTORY     - 1969     GOOD             NGS
 MY0771  HISTORY     - 19880708 GOOD             RIGS
 MY0771
 MY0771                          STATION DESCRIPTION
 MY0771
 MY0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MY0771'0.6 MI SE FROM SLATERSVILLE.
 MY0771'ABOUT 0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE CENTER
 MY0771'STREET OVERPASS OVER THE HIGHWAY AT SLATERSVILLE, ON TOP OF A
 MY0771'HIGH CUT, 61.9 FEET WEST OF THE STATION MARK DESCRIBED, 80
 MY0771'FEET NORTHWEST OF THE HIGHEST POINT OF THE ROCK ON THE TOP OF
 MY0771'CUT, SET IN THE TOP OF A ROCK LEDGE WHICH IS ABOUT 12 FEET LONG
 MY0771'AND PROJECTS 2 1/2 FEET ON THE WEST SIDE, 18 FEET NORTHEAST OF
 MY0771'THE EDGE OF THE MAIN FACE OF THE CUT, 4 1/2 FEET EAST OF THE
 MY0771'WEST EDGE OF THE LEDGE AND ABOUT 35 FEET ABOVE THE LEVEL OF
 MY0771'THE HIGHWAY.
 MY0771
 MY0771                          STATION RECOVERY (1988)
 MY0771
 MY0771'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 MY0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY6202 ***********************************************************************
 MY6202  DESIGNATION -  BLANCH RM 3
 MY6202  PID         -  MY6202
 MY6202  STATE/COUNTY-  RI/PROVIDENCE
 MY6202  USGS QUAD   -  BLACKSTONE (1979)
 MY6202
 MY6202                         *CURRENT SURVEY CONTROL
 MY6202  ___________________________________________________________________
 MY6202* NAD 83(1996)-  42 00 30.60574(N)    071 34 19.56832(W)     ADJUSTED  
 MY6202* NAVD 88     -       105.250  (meters)     345.31   (feet)  ADJUSTED  
 MY6202  ___________________________________________________________________
 MY6202  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 MY6202  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MY6202  DYNAMIC HT  -         105.216 (meters)     345.20  (feet)  COMP
 MY6202  MODELED GRAV-     980,295.4   (mgal)                       NAVD 88
 MY6202
 MY6202  HORZ ORDER  -  SECOND
 MY6202  VERT ORDER  -  SECOND    CLASS II
 MY6202
 MY6202.The horizontal coordinates were established by classical geodetic methods
 MY6202.and adjusted by the National Geodetic Survey in August 1998..
 MY6202
 MY6202.The orthometric height was determined by differential leveling
 MY6202.and adjusted by the National Geodetic Survey in April 1995..
 MY6202
 MY6202.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY6202
 MY6202.The geoid height was determined by GEOID03.
 MY6202
 MY6202.The dynamic height is computed by dividing the NAVD 88
 MY6202.geopotential number by the normal gravity value computed on the
 MY6202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY6202.degrees latitude (g = 980.6199 gals.).
 MY6202
 MY6202.The modeled gravity was interpolated from observed gravity values.
 MY6202
 MY6202;                    North         East     Units Scale Factor Converg.
 MY6202;SPC RI       -   102,755.203    94,027.101   MT  0.99999419   -0 02 53.7
 MY6202;SPC RI       -   337,122.70    308,487.25   sFT  0.99999419   -0 02 53.7
 MY6202;SPC MA M     -   862,016.080   194,027.243   MT  0.99997015   -0 02 54.4
 MY6202;SPC MA M     - 2,828,131.09    636,571.05   sFT  0.99997015   -0 02 54.4
 MY6202;UTM  19      - 4,653,920.820   287,005.378   MT  1.00015827   -1 43 19.2
 MY6202
 MY6202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY6202!SPC RI       -   0.99998810  x   0.99999419  =   0.99998229
 MY6202!SPC MA M     -   0.99998810  x   0.99997015  =   0.99995825
 MY6202!UTM  19      -   0.99998810  x   1.00015827  =   1.00014637
 MY6202
 MY6202                          SUPERSEDED SURVEY CONTROL
 MY6202
 MY6202  NAD 83(1996)-  42 00 30.60567(N)    071 34 19.56830(W) AD(       ) 2
 MY6202  NAD 83(1992)-  42 00 30.60462(N)    071 34 19.56722(W) AD(       ) 2
 MY6202  NAD 83(1992)-  42 00 30.60458(N)    071 34 19.56725(W) AD(       ) 2
 MY6202  NAD 83(1986)-  42 00 30.60464(N)    071 34 19.56611(W) AD(       ) 2
 MY6202  NGVD 29 (06/08/94)  105.49   (m)          346.1    (f) LEVELING    3  
 MY6202
 MY6202.Superseded values are not recommended for survey control.
 MY6202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY6202.See file dsdata.txt to determine how the superseded data were derived.
 MY6202
 MY6202_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8700553921(NAD 83)
 MY6202_MARKER: DR = REFERENCE MARK DISK
 MY6202_SETTING: 80 = SET IN A BOULDER
 MY6202_SP_SET: PARTIALLY EXPOSED BOULDER
 MY6202_STAMPING: BLANCH NO 3 1987
 MY6202_MARK LOGO: NGS   
 MY6202_MAGNETIC: N = NO MAGNETIC MATERIAL
 MY6202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY6202+STABILITY: SURFACE MOTION
 MY6202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MY6202+SATELLITE: SATELLITE OBSERVATIONS - 1987
 MY6202
 MY6202  HISTORY     - Date     Condition        Report By
 MY6202  HISTORY     - 1987     MONUMENTED       RIGS
 MY6202
 MY6202                          STATION DESCRIPTION
 MY6202
 MY6202'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 MY6202'THE STATION IS LOCATED ABOUT 6.44 KM (4.00 MI) WEST NORTHWEST OF
 MY6202'WOONSOCKET CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE
 MY6202'JUNCTION OF STATE HIGHWAYS 5, 102, AND 146A, GO EAST ON HIGHWAY 146A
 MY6202'FOR 0.8 KM (0.50 MI) TO OLD GREAT ROAD, TURN LEFT AND GO NORTHERLY
 MY6202'FOR 0.6 KM (0.35 MI) TO A REVERSE Y FORK, TURN SHARP RIGHT AND GO
 MY6202'SOUTH 0.08 KM (0.05 MI) TO A SIDE ROAD UNDER HIGH TENSION LINES, TURN
 MY6202'LEFT AND GO ABOUT FIFTY FEET ON A PAVED DRIVEWAY, BEAR RIGHT TO WHERE
 MY6202'A DIM TRACK ROAD CONTINUES AHEAD, GO EAST ON THE DIM TRACK ROAD ALONG
 MY6202'THE SOUTH EDGE OF THE HIGHWAY LINE RIGHT OF WAY FOR 0.2 KM (0.10 MI)
 MY6202'TO THE SUMMIT OF A HILL, TURN RIGHT AND GO SOUTH FOR 0.08 KM (0.05
 MY6202'MI) TO THE STATION.  IT IS 10.6 M (34.8 FT) SOUTH FROM NGS STATION
 MY6202'BLANCH, 5.5 M (18.0 FT) NORTHEAST FROM THE EDGE OF A ROCK CLIFF, 3.5
 MY6202'M (11.5 FT) EAST NORTHEAST FROM A WHITE BIRCH TREE NEAR THE ROCK
 MY6202'CLIFF EDGE.  THE MARK IS SET INTO A PARTIALLY EXPOSED BOULDER OF 0.75
 MY6202'M (2.5 FT) LARGEST DIMENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY3684 ***********************************************************************
 MY3684  DESIGNATION -  BLANCHARD
 MY3684  PID         -  MY3684
 MY3684  STATE/COUNTY-  RI/PROVIDENCE
 MY3684  USGS QUAD   -  BLACKSTONE (1979)
 MY3684
 MY3684                         *CURRENT SURVEY CONTROL
 MY3684  ___________________________________________________________________
 MY3684* NAD 83(1996)-  42 00 32.53051(N)    071 34 17.99104(W)     ADJUSTED  
 MY3684* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 MY3684  ___________________________________________________________________
 MY3684  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 MY3684  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MY3684
 MY3684  HORZ ORDER  -  SECOND
 MY3684
 MY3684.The horizontal coordinates were established by classical geodetic methods
 MY3684.and adjusted by the National Geodetic Survey in August 1998..
 MY3684
 MY3684.The orthometric height was scaled from a topographic map.
 MY3684
 MY3684.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY3684
 MY3684.The geoid height was determined by GEOID03.
 MY3684
 MY3684;                    North         East     Units Scale Factor Converg.
 MY3684;SPC RI       -   102,814.558    94,063.445   MT  0.99999418   -0 02 52.7
 MY3684;SPC RI       -   337,317.43    308,606.49   sFT  0.99999418   -0 02 52.7
 MY3684;SPC MA M     -   862,075.434   194,063.587   MT  0.99997011   -0 02 53.3
 MY3684;SPC MA M     - 2,828,325.82    636,690.29   sFT  0.99997011   -0 02 53.3
 MY3684;UTM  19      - 4,653,979.099   287,043.446   MT  1.00015807   -1 43 18.2
 MY3684
 MY3684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY3684!SPC RI       -   0.99998770  x   0.99999418  =   0.99998188
 MY3684!SPC MA M     -   0.99998770  x   0.99997011  =   0.99995781
 MY3684!UTM  19      -   0.99998770  x   1.00015807  =   1.00014577
 MY3684
 MY3684:                Primary Azimuth Mark                     Grid Az
 MY3684:SPC RI       -  NORTH SMITHFIELD FIRE TOWER              156 54 02.8
 MY3684:SPC MA M     -  NORTH SMITHFIELD FIRE TOWER              156 54 03.4
 MY3684:UTM  19      -  NORTH SMITHFIELD FIRE TOWER              158 34 28.3
 MY3684
 MY3684|---------------------------------------------------------------------|
 MY3684| PID    Reference Object                     Distance      Geod. Az  |
 MY3684|                                                           dddmmss.s |
 MY3684| DA4191 NORTH SMITHFIELD FIRE TOWER                        1565110.1 |
 MY3684| DA3578 BLANCHARD RM 1                       18.409 METERS 20030     |
 MY3684| MY0772 BLANCH                               62.391 METERS 21811     |
 MY3684| DA3579 BLANCHARD RM 2                       14.298 METERS 30435     |
 MY3684| MY3689 CHESTNUT HILL                       APPROX. 6.2 KM 3585603.2 |
 MY3684|---------------------------------------------------------------------|
 MY3684
 MY3684                          SUPERSEDED SURVEY CONTROL
 MY3684
 MY3684  NAD 83(1996)-  42 00 32.53043(N)    071 34 17.99103(W) AD(       ) 2
 MY3684  NAD 83(1992)-  42 00 32.52939(N)    071 34 17.98993(W) AD(       ) 2
 MY3684  NAD 83(1992)-  42 00 32.52935(N)    071 34 17.98997(W) AD(       ) 2
 MY3684  NAD 83(1986)-  42 00 32.52936(N)    071 34 17.98879(W) AD(       ) 2
 MY3684  NAD 27      -  42 00 32.17628(N)    071 34 19.76014(W) AD(       ) 2
 MY3684
 MY3684.Superseded values are not recommended for survey control.
 MY3684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY3684.See file dsdata.txt to determine how the superseded data were derived.
 MY3684
 MY3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8704353979(NAD 83)
 MY3684_MARKER: Z = SEE DESCRIPTION
 MY3684_SETTING: 80 = SET IN A BOULDER
 MY3684_SP_SET: SET IN DRILL HOLE IN A BOULDER
 MY3684_MAGNETIC: N = NO MAGNETIC MATERIAL
 MY3684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY3684+STABILITY: SURFACE MOTION
 MY3684
 MY3684  HISTORY     - Date     Condition        Report By
 MY3684  HISTORY     - 1936     MONUMENTED       MAGS
 MY3684  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MY3684  HISTORY     - 1986     SEE DESCRIPTION  RIGS
 MY3684  HISTORY     - 20040424 POOR             GEOCAC
 MY3684
 MY3684                          STATION DESCRIPTION
 MY3684
 MY3684'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1936
 MY3684'THIS IS AN OCCUPIED SECOND-ORDER STATION LOCATED IN THE EXTREME
 MY3684'NORTHERN PART OF TOWN OF NORTH SMITHFIELD, R.I. ON THE SUMMIT OF
 MY3684'A PARTIALLY WOODED HILL ON PROPERTY OF LOUIS BLANCHARD, AND IS
 MY3684'37.8 FEET SW OF A NW-SE WIRE FENCE, 81.3 FEET NE OF A NW-SE STONE
 MY3684'WALL, 109 FEET NW OF A SW-NE STONE WALL AND 237 FEET NE OF THE
 MY3684'NE CORNER OF A HIGH TENSION LINE TOWER MARKED Q143-140.
 MY3684'
 MY3684'STATION IS MARKED BY A STATE SURVEY STANDARD TRIANGULATION
 MY3684'DISK STAMPED BLANCHARD 1936 SET IN A 2- BY 2 1/2-FOOT BOULDER
 MY3684'FLUSH WITH THE GROUND.
 MY3684'
 MY3684'REFERENCE MARKS, REFERENCE MARK NO. 1 IS A DRILL HOLE WITH
 MY3684'ARROW SET IN A 2- BY 1 1/2-FOOT BOULDER 1 FOOT ABOVE GROUND, 60.37
 MY3684'FEET IN GEODETIC AZIMUTH 20 DEG 29 MIN 40 SEC FROM STATION.
 MY3684'
 MY3684'REFERENCE MARK NO. 2 IS A DRILL HOLE WITH ARROW SET IN A 3- BY
 MY3684'2-FOOT BOULDER, 1-1/2 FEET ABOVE GROUND, 46.91 FEET IN GEODETIC
 MY3684'AZIMUTH 124 DEG 34 MIN 53 SEC FROM STATION.
 MY3684'
 MY3684'AZIMUTH MARK, NORTH SMITHFIELD, (R.I.) FIRE TOWER IS IN GEODETIC
 MY3684'AZIMUTH 336 DEG 51 MIN 13 SEC FROM STATION.
 MY3684'
 MY3684'TO REACH STATION FROM THE CITY LINE MARKER OF WOONSOCKET, RHODE
 MY3684'ISLAND AND NORTH SMITHFIELD, RHODE ISLAND AT THE JUNCTION OF
 MY3684'HIGHWAY 146 AND SOUTH MAIN STREET (OPPOSITE ENTRANCE TO UNION
 MY3684'CEMETERY), GO NW ON HIGHWAY 146 FOR 2.2 MILES, TURN RIGHT ON TO
 MY3684'GRADE STREET AND CONTINUE FOR 0.4 MILE, BEARING RIGHT TO GATE IN
 MY3684'STONE WALL AT FOOT OF HILL ON E SIDE OF ROAD, THEN WALK 485 FEET
 MY3684'NE TO SUMMIT AND STATION.
 MY3684'
 MY3684'VIEW FROM GROUND IS PARTLY OBSTRUCTED BY TREES FROM SE TO SW
 MY3684'CLEAR FROM SW TO NW, AND TOTALLY OBSTRUCTED BY TREES FROM NW TO
 MY3684'NE AND FURTHER OBSTRUCTED BY NEARBY HILL FROM NE TO SE.  A 64-FOOT
 MY3684'TOWER WAS USED IN 1939.
 MY3684
 MY3684                          STATION RECOVERY (1968)
 MY3684
 MY3684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 MY3684'STATION WAS RECOVERED.  THE DISK WAS GONE, BUT THE SHANK OF THE
 MY3684'DISK REMAINS CEMENTED IN DRILL HOLE AS DESCRIBED IN THE 1936
 MY3684'DESCRIPTION.  THE REFERENCE MARKS WERE RECOVERED.  THE DISTANCES
 MY3684'CHECKED, BUT A DIFFERENCE WAS FOUND IN THE DIRECTION BETWEEN
 MY3684'THEM.  THE NORTH SMITHFIELD R.I. FIRE TOWER USED AS AN AZIMUTH
 MY3684'MARK HAS BEEN RELOCATED AND CANNOT BE SEEN FROM THE GROUND.
 MY3684'
 MY3684'STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF WOONSOCKET, 1
 MY3684'MILE NORTHEAST OF SLATERSVILLE, 1/2 MILE SOUTH OF THE RHODE
 MY3684'ISLAND AND MASSACHUSETTS STATE LINE, JUST NORTH OF HIGHWAY 146
 MY3684'AND ON THE NORTH EDGE OF A HIGH TENSION LINE RIGHT-OF-WAY.
 MY3684'
 MY3684'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 5, 102 AND 146A, GO
 MY3684'EAST ON HIGHWAY 146A FOR .75 MILES TO A REVERSE Y-FORK.  TURN SHARP
 MY3684'LEFT ON OLD GREAT ROAD AND GO NORTHERLY FOR 0.3 MILES TO A
 MY3684'FORK.  KEEP LEFT FOR 0.05 MILE TO A FORK.  TURN RIGHT AND GO
 MY3684'NORTH FOR 0.1 MILE TO AN UNDERPASS, CONTINUE ON UNDER THE
 MY3684'UNDERPASS FOR 0.05 MILE TO A REVERSE Y-FORK.  TURN SHARP RIGHT AND
 MY3684'GO SOUTH FOR 0.05 MILE TO A SIDE ROAD LEFT WHERE HIGH TENSION
 MY3684'LINES CROSSES ROAD.  TURN LEFT ON A GRAVELED ROAD FOR ABOUT 50
 MY3684'FEET TO WHERE THE GRAVEL ROAD TURNS LEFT AND A DIM TRACK ROAD
 MY3684'CONTINUES AHEAD.  CONTINUE AHEAD EAST, ON THE DIM
 MY3684'TRACK ROAD ALONG THE NORTH EDGE OF HIGH LINE RIGHT-OF-WAY
 MY3684'FOR 0.1 MILE TO THE SUMMIT OF HILL AND STATION AS DESCRIBED.
 MY3684'
 MY3684'STATION MARK, IS THE SHANK OF A MASSACHUSETTS STATE SURVEY
 MY3684'STANDARD TRIANGULATION DISK SET IN A BOULDER WHICH IS FLUSH WITH
 MY3684'THE GROUND SURFACE AND IS 2 BY 2-1/2 FOOT IN SIZE.  IT IS 111
 MY3684'FEET NORTH OF A ROCK FENCE AND 118 FEET NORTHEAST OF POWER POLE
 MY3684'NUMBER 210.
 MY3684'
 MY3684'RM 1, IS A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT AND IS 1
 MY3684'1/2 BY 2 FOOT IN SIZE.  IT IS 51 FEET NORTH OF ROCK FENCE AND 114
 MY3684'FEET SOUTHEAST OF POWER POLE NUMBER 210.
 MY3684'
 MY3684'RM 2, IS A DRILL HOLE IN A BOULDER WHICH PROJECTS 1-1/2 FEET
 MY3684'ABOVE THE GROUND SURFACE AND IS 2 BY 3 FOOT IN SIZE.  IT IS 81
 MY3684'FEET NORTHEAST OF POWER POLE NUMBER 210.
 MY3684'
 MY3684'BLANCH, IS STAMPED BLANCH 1968, IS SET IN TOP OF A CONCRETE
 MY3684'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET
 MY3684'NORTHWEST OF EDGE OF ROCK CLIFF, 30.7 FEET SOUTHWEST OF A 15-INCH
 MY3684'TRIANGLE BLAZED OAK TREE AND 4 FEET SOUTH OF A METAL WITNESS
 MY3684'POST.  (NOTE 1B 7A)
 MY3684'
 MY3684'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MY3684'
 MY3684'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MY3684'1 MILE NORTHEAST OF SLATERSVILLE.
 MY3684
 MY3684                          STATION RECOVERY (1986)
 MY3684
 MY3684'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 MY3684'THE STATION WAS RECOVERED AT THIS DATE.
 MY3684'THE STATION DISK IS GONE, BUT THE SHANK OF THE
 MY3684'DISK STILL REMAINS FIRMLY CEMENTED IN THE DRILL HOLE ORIGINALLY
 MY3684'DESCRIBED IN THE 1936 DESCRIPTION.  NEITHER REFERENCE MARK WAS
 MY3684'FOUND.  A DRILL HOLE WAS FOUND IN A BOULDER THAT CONFORMS TO THE
 MY3684'RM 2 DESCRIPTION.  NO INDICATION OF RM 1.  A NEW TO REACH FOLLOWS.
 MY3684'
 MY3684'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 5 102
 MY3684'AND 146A GO EAST ON HIGHWAY 146A FOR 0.45 MILES TO OLD GREAT ROAD
 MY3684'ON THE LEFT.  TURN LEFT ON OLD GREAT ROAD AND GO NORTHERLY FOR 0.15
 MY3684'MILES TO AN INTERSECTION, CONTINUE ON OLD GREAT ROAD NORTHERLY FOR
 MY3684'0.10 MILES TO AN UNDERPASS, AND UNDER THE UNDERPASS FOR 0.05 MILES
 MY3684'TO A REVERSE Y-FORK.  TURN SHARP RIGHT AND GO SOUTH 0.05 MILES TO A
 MY3684'SIDE ROAD LEFT, WHERE HIGH TENSION LINES CROSS THE ROAD, TURN LEFT
 MY3684'ON A GRAVELED ROAD FOR ABOUT 50 FEET TO WHERE THE GRAVELED ROAD
 MY3684'TURNS LEFT AND A DIM TRACK ROAD CONTINUES AHEAD, GO EAST ON THE DIM
 MY3684'TRACK ROAD ALONG THE NORTH EDGE OF A HIGH LINE RIGHT OF WAY FOR 0.1
 MY3684'MILES TO THE SUMMIT OF A HILL AND THE STATION AS DESCRIBED.
 MY3684
 MY3684                          STATION RECOVERY (2004)
 MY3684
 MY3684'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 MY3684'ALL THATS LEFT OF THE STATION IS THE STEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3118 ***********************************************************************
 LW3118  DESIGNATION -  BLOCK IS LIFE SAVING STA FLAG
 LW3118  PID         -  LW3118
 LW3118  STATE/COUNTY-  RI/WASHINGTON
 LW3118  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3118
 LW3118                         *CURRENT SURVEY CONTROL
 LW3118  ___________________________________________________________________
 LW3118* NAD 83(1996)-  41 09 49.59111(N)    071 36 37.00733(W)     ADJUSTED  
 LW3118* NAVD 88     -                                                        
 LW3118  ___________________________________________________________________
 LW3118  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 LW3118  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 LW3118
 LW3118  HORZ ORDER  -  THIRD
 LW3118
 LW3118.The horizontal coordinates were established by classical geodetic methods
 LW3118.and adjusted by the National Geodetic Survey in August 1998..
 LW3118
 LW3118
 LW3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3118
 LW3118.The geoid height was determined by GEOID03.
 LW3118
 LW3118;                    North         East     Units Scale Factor Converg.
 LW3118;SPC RI       -     8,939.395    90,744.649   MT  0.99999480   -0 04 21.3
 LW3118;SPC RI       -    29,328.67    297,718.07   sFT  0.99999480   -0 04 21.3
 LW3118;UTM  19      - 4,560,222.635   281,005.510   MT  1.00019028   -1 43 07.7
 LW3118
 LW3118                          SUPERSEDED SURVEY CONTROL
 LW3118
 LW3118  NAD 83(1996)-  41 09 49.58923(N)    071 36 37.00598(W) AD(       ) 4
 LW3118  NAD 83(1992)-  41 09 49.58911(N)    071 36 37.00617(W) AD(       ) 4
 LW3118  NAD 83(1992)-  41 09 49.58799(N)    071 36 37.00726(W) AD(       ) 4
 LW3118  NAD 83(1986)-  41 09 49.58702(N)    071 36 37.00906(W) AD(       ) 4
 LW3118  NAD 27      -  41 09 49.22000(N)    071 36 38.79400(W) AD(       ) 3
 LW3118
 LW3118.Superseded values are not recommended for survey control.
 LW3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3118.See file dsdata.txt to determine how the superseded data were derived.
 LW3118
 LW3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8100660223(NAD 83)
 LW3118_MARKER: 62 = FLAGPOLE
 LW3118
 LW3118  HISTORY     - Date     Condition        Report By
 LW3118  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3118  HISTORY     - 1988     POOR             USPSQD
 LW3118
 LW3118                          STATION DESCRIPTION
 LW3118
 LW3118'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3119 ***********************************************************************
 LW3119  DESIGNATION -  BLOCK IS LIFE SAVING STA CHIM
 LW3119  PID         -  LW3119
 LW3119  STATE/COUNTY-  RI/WASHINGTON
 LW3119  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3119
 LW3119                         *CURRENT SURVEY CONTROL
 LW3119  ___________________________________________________________________
 LW3119* NAD 83(1996)-  41 09 49.21698(N)    071 36 36.48511(W)     ADJUSTED  
 LW3119* NAVD 88     -                                                        
 LW3119  ___________________________________________________________________
 LW3119  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 LW3119  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 LW3119
 LW3119  HORZ ORDER  -  THIRD
 LW3119
 LW3119.The horizontal coordinates were established by classical geodetic methods
 LW3119.and adjusted by the National Geodetic Survey in August 1998..
 LW3119
 LW3119
 LW3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3119
 LW3119.The geoid height was determined by GEOID03.
 LW3119
 LW3119;                    North         East     Units Scale Factor Converg.
 LW3119;SPC RI       -     8,927.838    90,756.809   MT  0.99999480   -0 04 21.0
 LW3119;SPC RI       -    29,290.75    297,757.96   sFT  0.99999480   -0 04 21.0
 LW3119;UTM  19      - 4,560,210.732   281,017.335   MT  1.00019022   -1 43 07.3
 LW3119
 LW3119                          SUPERSEDED SURVEY CONTROL
 LW3119
 LW3119  NAD 83(1996)-  41 09 49.21509(N)    071 36 36.48373(W) AD(       ) 4
 LW3119  NAD 83(1992)-  41 09 49.21498(N)    071 36 36.48394(W) AD(       ) 4
 LW3119  NAD 83(1992)-  41 09 49.21385(N)    071 36 36.48502(W) AD(       ) 4
 LW3119  NAD 83(1986)-  41 09 49.21286(N)    071 36 36.48675(W) AD(       ) 4
 LW3119  NAD 27      -  41 09 48.84000(N)    071 36 38.27000(W) AD(       ) 3
 LW3119
 LW3119.Superseded values are not recommended for survey control.
 LW3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3119.See file dsdata.txt to determine how the superseded data were derived.
 LW3119
 LW3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8101760211(NAD 83)
 LW3119_MARKER: 85 = CHIMNEY
 LW3119
 LW3119  HISTORY     - Date     Condition        Report By
 LW3119  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3119  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW3119
 LW3119                          STATION DESCRIPTION
 LW3119
 LW3119'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3113 ***********************************************************************
 LW3113  DESIGNATION -  BLOCK IS NORTH LIGHTHOUSE
 LW3113  PID         -  LW3113
 LW3113  STATE/COUNTY-  RI/WASHINGTON
 LW3113  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3113
 LW3113                         *CURRENT SURVEY CONTROL
 LW3113  ___________________________________________________________________
 LW3113* NAD 83(1996)-  41 13 39.45097(N)    071 34 33.07104(W)     ADJUSTED  
 LW3113* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW3113  ___________________________________________________________________
 LW3113  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 LW3113  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3113
 LW3113  HORZ ORDER  -  THIRD
 LW3113
 LW3113.The horizontal coordinates were established by classical geodetic methods
 LW3113.and adjusted by the National Geodetic Survey in August 1998..
 LW3113
 LW3113.The orthometric height was scaled from a topographic map.
 LW3113
 LW3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3113
 LW3113.The geoid height was determined by GEOID03.
 LW3113
 LW3113;                    North         East     Units Scale Factor Converg.
 LW3113;SPC RI       -    16,027.292    93,640.134   MT  0.99999425   -0 02 60.0
 LW3113;SPC RI       -    52,582.87    307,217.67   sFT  0.99999425   -0 02 60.0
 LW3113;UTM  19      - 4,567,225.682   284,104.128   MT  1.00017368   -1 41 53.8
 LW3113
 LW3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3113!SPC RI       -   1.00000359  x   0.99999425  =   0.99999784
 LW3113!UTM  19      -   1.00000359  x   1.00017368  =   1.00017728
 LW3113
 LW3113:                Primary Azimuth Mark                     Grid Az
 LW3113:SPC RI       -  WHITE CHURCH TOWER                       001 03 43.6
 LW3113:UTM  19      -  WHITE CHURCH TOWER                       002 42 37.4
 LW3113
 LW3113|---------------------------------------------------------------------|
 LW3113| PID    Reference Object                     Distance      Geod. Az  |
 LW3113|                                                           dddmmss.s |
 LW3113| LW3023 WHITE CHURCH TOWER                  APPROX.19.2 KM 0010043.6 |
 LW3113| LW3025 BARN EAST CUPOLA                    APPROX.17.0 KM 0045907.7 |
 LW3113| LW3027 HOUSE CUPOLA BURN                   APPROX.16.6 KM 0081142.0 |
 LW3113| LW2925 POINT JUDITH TANK                   APPROX.19.6 KM 0231435.7 |
 LW3113| LW2915 POINT JUDITH LIGHTHOUSE             APPROX.16.8 KM 0280416.2 |
 LW3113| LW3139 LONE HOUSE                          APPROX. 2.1 KM 1375626.0 |
 LW3113| LW3069 COAST GUARD CUPOLA                  APPROX.16.8 KM 3135205.0 |
 LW3113| LW3017 HILL TIP                            APPROX.19.3 KM 3490041.9 |
 LW3113| LW3043 BOATHOUSE SOUTHEAST CORNER          APPROX.15.4 KM 3532512.0 |
 LW3113| LW3047 GREEN HILL POINT CG FLAGTOWER       APPROX.15.4 KM 3535917.7 |
 LW3113|---------------------------------------------------------------------|
 LW3113
 LW3113                          SUPERSEDED SURVEY CONTROL
 LW3113
 LW3113  NAD 83(1996)-  41 13 39.44920(N)    071 34 33.06986(W) AD(       ) 3
 LW3113  NAD 83(1992)-  41 13 39.44920(N)    071 34 33.06994(W) AD(       ) 3
 LW3113  NAD 83(1992)-  41 13 39.44862(N)    071 34 33.07066(W) AD(       ) 3
 LW3113  NAD 83(1986)-  41 13 39.45387(N)    071 34 33.06753(W) AD(       ) 3
 LW3113  NAD 27      -  41 13 39.08100(N)    071 34 34.86400(W) AD(       ) 3
 LW3113
 LW3113.Superseded values are not recommended for survey control.
 LW3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3113.See file dsdata.txt to determine how the superseded data were derived.
 LW3113
 LW3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8410467226(NAD 83)
 LW3113_MARKER: 13 = LIGHTHOUSE
 LW3113
 LW3113  HISTORY     - Date     Condition        Report By
 LW3113  HISTORY     - 1874     FIRST OBSERVED   CGS
 LW3113  HISTORY     - 1965     GOOD             CGS
 LW3113  HISTORY     - 1988     POOR             USPSQD
 LW3113
 LW3113                          STATION DESCRIPTION
 LW3113
 LW3113'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (FN)
 LW3113'BLOCK ISLAND NORTH LIGHTHOUSE 1874.  THIS IS THE LIGHTHOUSE ON
 LW3113'THE NORTH END OF BLOCK ISLAND.  IT IS A BROWN TOWER ON A GRAY
 LW3113'GRANITE DWELLING NEAR THE TIP OF SANDY POINT.  THE LIGHT IS 58
 LW3113'FEET ABOVE THE WATER.  THE FINIAL OVER THE LIGHT WAS OBSERVED
 LW3113'UPON.
 LW3113
 LW3113                          STATION RECOVERY (1965)
 LW3113
 LW3113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 LW3113'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE COUNTY NAME
 LW3113'HAS BEEN CHANGED FROM NEWPORT TO WASHINGTON COUNTY.
 LW3113
 LW3113                          STATION RECOVERY (1988)
 LW3113
 LW3113'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LW3113'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3131 ***********************************************************************
 LW3131  DESIGNATION -  BLOCK IS SE LIGHTHOUSE
 LW3131  PID         -  LW3131
 LW3131  STATE/COUNTY-  RI/WASHINGTON
 LW3131  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3131
 LW3131                         *CURRENT SURVEY CONTROL
 LW3131  ___________________________________________________________________
 LW3131* NAD 83(1996)-  41 09 09.93364(N)    071 33 06.70410(W)     ADJUSTED  
 LW3131* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 LW3131  ___________________________________________________________________
 LW3131  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 LW3131  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW3131
 LW3131  HORZ ORDER  -  THIRD
 LW3131
 LW3131.The horizontal coordinates were established by classical geodetic methods
 LW3131.and adjusted by the National Geodetic Survey in August 1998..
 LW3131
 LW3131.The orthometric height was scaled from a topographic map.
 LW3131
 LW3131.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3131
 LW3131.The geoid height was determined by GEOID03.
 LW3131
 LW3131;                    North         East     Units Scale Factor Converg.
 LW3131;SPC RI       -     7,711.437    95,646.677   MT  0.99999398   -0 02 02.9
 LW3131;SPC RI       -    25,299.94    313,800.81   sFT  0.99999398   -0 02 02.9
 LW3131;UTM  19      - 4,558,854.126   285,871.133   MT  1.00016434   -1 40 47.8
 LW3131
 LW3131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3131!SPC RI       -   0.99999765  x   0.99999398  =   0.99999163
 LW3131!UTM  19      -   0.99999765  x   1.00016434  =   1.00016199
 LW3131
 LW3131:                Primary Azimuth Mark                     Grid Az
 LW3131:SPC RI       -  SOUTHWEST                                266 08 01.1
 LW3131:UTM  19      -  SOUTHWEST                                267 46 46.0
 LW3131
 LW3131|---------------------------------------------------------------------|
 LW3131| PID    Reference Object                     Distance      Geod. Az  |
 LW3131|                                                           dddmmss.s |
 LW3131| LW0912 SOUTHWEST                           APPROX. 3.8 KM 2660558.2 |
 LW3131| LW3105 WHITE                               APPROX. 3.9 KM 2713751.7 |
 LW3131|---------------------------------------------------------------------|
 LW3131
 LW3131                          SUPERSEDED SURVEY CONTROL
 LW3131
 LW3131  NAD 83(1996)-  41 09 09.93186(N)    071 33 06.70278(W) AD(       ) 3
 LW3131  NAD 83(1992)-  41 09 09.93170(N)    071 33 06.70279(W) AD(       ) 3
 LW3131  NAD 83(1992)-  41 09 09.93042(N)    071 33 06.70337(W) AD(       ) 3
 LW3131  NAD 83(1986)-  41 09 09.92770(N)    071 33 06.69981(W) AD(       ) 3
 LW3131  NAD 27      -  41 09 09.56400(N)    071 33 08.50500(W) AD(       ) 3
 LW3131
 LW3131.Superseded values are not recommended for survey control.
 LW3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3131.See file dsdata.txt to determine how the superseded data were derived.
 LW3131
 LW3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8587158854(NAD 83)
 LW3131_MARKER: 13 = LIGHTHOUSE
 LW3131
 LW3131  HISTORY     - Date     Condition        Report By
 LW3131  HISTORY     - 1874     FIRST OBSERVED   CGS
 LW3131  HISTORY     - 1940     GOOD             CGS
 LW3131  HISTORY     - 1988     GOOD             USPSQD
 LW3131
 LW3131                          STATION DESCRIPTION
 LW3131
 LW3131'DESCRIBED BY COAST AND GEODETIC SURVEY 1874
 LW3131'BLOCK ISLAND SOUTHEAST LIGHTHOUSE 1874.  THIS IS THE LIGHTHOUSE
 LW3131'ON THE SOUTHEAST END OF BLOCK ISLAND.  IT IS A RED BRICK, OCTAGONAL,
 LW3131'PYRAMIDAL TOWER ATTACHED TO A DWELLING.  THE LIGHT IS 201 FEET
 LW3131'ABOVE THE WATER.  THE FINIAL ABOVE THE LIGHT WAS OBSERVED UPON.
 LW3131
 LW3131                          STATION RECOVERY (1940)
 LW3131
 LW3131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (FN)
 LW3131'DESCRIPTION IS ADEQUATE AND ACCURATE.
 LW3131
 LW3131                          STATION RECOVERY (1988)
 LW3131
 LW3131'RECOVERY NOTE BY US POWER SQUADRON 1988 (PB)
 LW3131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3158 ***********************************************************************
 LW3158  DESIGNATION -  BLOCK ISLAND
 LW3158  PID         -  LW3158
 LW3158  STATE/COUNTY-  RI/WASHINGTON
 LW3158  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3158
 LW3158                         *CURRENT SURVEY CONTROL
 LW3158  ___________________________________________________________________
 LW3158* NAD 83(1996)-  41 10 31.89796(N)    071 35 28.97356(W)     ADJUSTED  
 LW3158* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 LW3158  ___________________________________________________________________
 LW3158  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 LW3158  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 LW3158
 LW3158  HORZ ORDER  -  SECOND
 LW3158
 LW3158.The horizontal coordinates were established by classical geodetic methods
 LW3158.and adjusted by the National Geodetic Survey in August 1998..
 LW3158
 LW3158.The orthometric height was scaled from a topographic map.
 LW3158
 LW3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3158
 LW3158.The geoid height was determined by GEOID03.
 LW3158
 LW3158;                    North         East     Units Scale Factor Converg.
 LW3158;SPC RI       -    10,242.683    92,332.077   MT  0.99999447   -0 03 36.6
 LW3158;SPC RI       -    33,604.54    302,926.16   sFT  0.99999447   -0 03 36.6
 LW3158;UTM  19      - 4,561,480.017   282,630.039   MT  1.00018155   -1 42 24.3
 LW3158
 LW3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3158!SPC RI       -   0.99999624  x   0.99999447  =   0.99999071
 LW3158!UTM  19      -   0.99999624  x   1.00018155  =   1.00017779
 LW3158
 LW3158:                Primary Azimuth Mark                     Grid Az
 LW3158:SPC RI       -  SANDY PT LIFE SAVING STA LO              012 01 56.6
 LW3158:UTM  19      -  SANDY PT LIFE SAVING STA LO              013 40 44.3
 LW3158
 LW3158|---------------------------------------------------------------------|
 LW3158| PID    Reference Object                     Distance      Geod. Az  |
 LW3158|                                                           dddmmss.s |
 LW3158| LW3111 SANDY PT LIFE SAVING STA LO         APPROX. 6.1 KM 0115820.0 |
 LW3158| LW3112 SANDY PT LIFE SAVING STA FLAG       APPROX. 6.1 KM 0120032.3 |
 LW3158| LW3113 BLOCK IS NORTH LIGHTHOUSE           APPROX. 5.9 KM 0124053.9 |
 LW3158| CB7129 BLOCK ISLAND RM 3                    28.760 METERS 02134     |
 LW3158| LW3135 SEARLES FLAGSTAFF                   APPROX. 3.8 KM 0391559.5 |
 LW3158| CB7130 BLOCK ISLAND RM 4                    34.280 METERS 04344     |
 LW3158| CB7133 BLOCK ISLAND RM 7                    12.103 METERS 05109     |
 LW3158| CB7131 BLOCK ISLAND RM 5                    43.600 METERS 05757     |
 LW3158| LW3125 WEATHER BUREAU SIGNAL TOWER         APPROX. 1.8 KM 0800856.5 |
 LW3158| LW3124 HYGEA HOTEL CUPOLA                  APPROX. 1.7 KM 0850258.3 |
 LW3158| LW3137 NEW SHOREHAM LIFE SAV STA FLAG      APPROX. 2.4 KM 0891849.5 |
 LW3158| LW3140 OCEAN VIEW HOTEL TANK               APPROX. 3.0 KM 1003541.2 |
 LW3158| LW3129 SPRINGHOUSE CUPOLA                  APPROX. 3.2 KM 1051646.1 |
 LW3158| LW3143 SPRINGHOUSE TANK                    APPROX. 3.2 KM 1061556.9 |
 LW3158| LW3134 HIGHLAND HOUSE CUPOLA               APPROX. 2.9 KM 1073007.2 |
 LW3158| LW3132 WIRELESS MAST                       APPROX. 4.2 KM 1254942.0 |
 LW3158| LW3151 SIGNAL TOWER SE LIGHTHOUSE          APPROX. 4.1 KM 1264212.1 |
 LW3158| LW3127 WINDMILL                            APPROX. 2.8 KM 1341828.2 |
 LW3158| LW3115 BARLOWS HOUSE CUPOLA                APPROX. 3.1 KM 1594525.5 |
 LW3158| CB7132 BLOCK ISLAND RM 6                    10.523 METERS 16215     |
 LW3158| CB7127 BLOCK ISLAND RM 1                    11.020 METERS 18805     |
 LW3158| LW3105 WHITE                               APPROX. 2.5 KM 1922417.2 |
 LW3158| LW3117 CHIM                                APPROX. 2.7 KM 2171048.5 |
 LW3158| LW3163 BEACON HILL TOWER 1928                4.920 METERS 21833     |
 LW3158| LW3123 BAPTIST CHURCH STEEPLE              APPROX. 1.2 KM 2250920.8 |
 LW3158| LW3119 BLOCK IS LIFE SAVING STA CHIM       APPROX. 2.1 KM 2300519.5 |
 LW3158| LW3118 BLOCK IS LIFE SAVING STA FLAG       APPROX. 2.1 KM 2303313.1 |
 LW3158| LX5557 LITTLE GULL ISLAND LIGHTHOUSE       APPROX.43.4 KM 2744209.7 |
 LW3158| CB7128 BLOCK ISLAND RM 2                    11.500 METERS 30017     |
 LW3158| LW3286 WESTERLY STANDPIPE                  APPROX.29.1 KM 3192922.2 |
 LW3158|---------------------------------------------------------------------|
 LW3158
 LW3158                          SUPERSEDED SURVEY CONTROL
 LW3158
 LW3158  NAD 83(1996)-  41 10 31.89606(N)    071 35 28.97226(W) AD(       ) 2
 LW3158  NAD 83(1992)-  41 10 31.89600(N)    071 35 28.97239(W) AD(       ) 2
 LW3158  NAD 83(1992)-  41 10 31.89496(N)    071 35 28.97330(W) AD(       ) 2
 LW3158  NAD 83(1986)-  41 10 31.89473(N)    071 35 28.97316(W) AD(       ) 2
 LW3158  NAD 27      -  41 10 31.52566(N)    071 35 30.76349(W) AD(       ) 2
 LW3158
 LW3158.Superseded values are not recommended for survey control.
 LW3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3158.See file dsdata.txt to determine how the superseded data were derived.
 LW3158
 LW3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8263061480(NAD 83)
 LW3158_MARKER: DS = TRIANGULATION STATION DISK
 LW3158_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW3158_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW3158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3158
 LW3158  HISTORY     - Date     Condition        Report By
 LW3158  HISTORY     - 1835     MONUMENTED       CGS
 LW3158  HISTORY     - 1918     GOOD             CGS
 LW3158  HISTORY     - 1928     GOOD             CGS
 LW3158  HISTORY     - 1932     GOOD             CGS
 LW3158  HISTORY     - 1941     GOOD             CGS
 LW3158  HISTORY     - 1988     GOOD             USPSQD
 LW3158
 LW3158                          STATION DESCRIPTION
 LW3158
 LW3158'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 LW3158'STATION IS ON THE SUMMIT OF BEACON HILL, THE HIGHEST HILL OF BLOCK
 LW3158'ISLAND.  THE STATION IS ABOUT 3/4 MILE FROM THE W SHORE AND 150
 LW3158'METERS N OF THE ROAD LEADING TO BLOCK ISLAND HARBOR.  THE STATION
 LW3158'IS MARKED BY A STANDARD BRONZE DISK SET IN THE TOP OF A TILE AS
 LW3158'DESCRIBED IN NOTE 6B.  THE SUBSURFACE MARK IS A STANDARD BRASS
 LW3158'DISK CEMENTED IN THE TOP OF A 10-INCH PIECE OF 3-INCH IRON PIPE
 LW3158'AND SET IN A MASS OF CEMENT ABOUT 30 INCHES BELOW THE SURFACE.
 LW3158'FIVE REFERENCE MARKS ARE LOCATED, RESPECTIVELY--11.02 METERS
 LW3158'(36.16 FEET) SSW, 11.50 METERS (37.73 FEET) NW, 28.76 METERS
 LW3158'(94.36 FEET) NE BY N, 34.28 METERS (112.47 FEET) NE BY E, AND
 LW3158'43.60 METERS (143.04 FEET) ENE FROM THE STATION.  THE FIRST
 LW3158'IS A TRIANGLE CUT ON A PLANKED GRANITE BLOCK PROJECTING 6
 LW3158'INCHES ABOVE THE GROUND.  REFERENCE MARK NO. 2 IS A
 LW3158'SQUARE CUT ON A GRANITE BLOCK WHOSE EXPOSED PORTION, 6 BY 16
 LW3158'INCHES, PROJECTS 4 INCHES.  REFERENCE MARK NO. 3 IS A CROSS CUT ON
 LW3158'A PINK-COLORED BOULDER IN THE BASE OF A STONE WALL.  REFERENCE
 LW3158'MARK NO. 4 IS A TRIANGLE CUT ON A GRANITE BOULDER OF A STONE
 LW3158'WALL.  REFERENCE MARK NO. 5 IS A CROSS CUT ON S FACE OF A
 LW3158'GRANITE BOULDER OF A STONE WALL.  A BUILDING 16 FEET SQUARE,
 LW3158'USED AS AN OBSERVATORY, CUTS OFF THE VIEW TO THE SW, ITS
 LW3158'NEAREST CORNER BEING ONLY 1.125 METERS (3.69 FEET) FROM THE
 LW3158'STATION.
 LW3158
 LW3158                          STATION RECOVERY (1928)
 LW3158
 LW3158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CKG)
 LW3158'ON THE SUMMIT OF BEACON HILL, THE HIGHEST HILL ON BLOCK ISLAND,
 LW3158'ON LAND OWNED BY MR. W.H. DOGGETT.  THE STATION IS ABOUT 3/4 MILE
 LW3158'FROM THE W SHORE AND 150 METERS N OF THE ROAD LEADING TO BLOCK
 LW3158'ISLAND HARBOR.  A GRAVEL ROAD LEADS TO THE SUMMIT, ON WHICH A
 LW3158'SMALL STONE HOUSE WITH 24-FOOT STONE TOWER ATTACHED IS NOW BEING
 LW3158'CONSTRUCTED (OCTOBER 1928).  THE STATION IS 15 FEET NE OF
 LW3158'THE CENTER OF THE TOWER AND ABOUT 4 INCHES INSIDE THE
 LW3158'EASTERN EDGE OF THE EASTERN FOUNDATION OF THE BUILDING
 LW3158'PROPER.  A DOME-LIKE INSET IN THE FOUNDATION PERMITS THE
 LW3158'STATION TO BE EASILY SEEN FROM THE EXTERIOR OF THE BUILDING,
 LW3158'ALTHOUGH IT IS NOW IMPOSSIBLE TO SET UP OVER THE MARK.
 LW3158'
 LW3158'THE STATION MARK IS A STANDARD DISK SET IN CONCRETE IN THE TOP
 LW3158'OF A TILE AS DESCRIBED IN NOTE 6B.  THE SUBSURFACE MARK IS A
 LW3158'STANDARD BRASS DISK CEMENTED IN THE TOP OF A 10-INCH PIECE OF
 LW3158'3-INCH IRON PIPE AND SET IN A MASS OF CEMENT ABOUT 30 INCHES
 LW3158'BELOW THE SURFACE.
 LW3158'
 LW3158'OF THE FIVE ORIGINAL REFERENCE MARKS NOS. 3, 4, AND 5 WILL
 LW3158'PROBABLY BE DESTROYED IN THE REMOVING OF THE STONE WALL, THE
 LW3158'MATERIAL OF WHICH WILL BE USED IN THE COMPLETION OF THE TOWER.
 LW3158'
 LW3158'TWO NEW REFERENCE MARKS WERE ESTABLISHED AND MARKED NOS. 6 AND
 LW3158'7, 1928.  THEY ARE BOTH 5 FEET LOWER THAN THE STATION, AND ARE
 LW3158'MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE IN THE TOP OF TILE
 LW3158'AS DESCRIBED IN NOTES 13A AND 13B.
 LW3158'
 LW3158'REFERENCE MARK NO. 1 IS A TRIANGLE CUT IN A PLANKED GRANITE
 LW3158'BLOCK PROJECTING 4 INCHES ABOVE THE GROUND.  REFERENCE MARK NO. 2
 LW3158'IS A SQUARE CUT ON A GRANITE BLOCK WHOSE EXPOSED PORTION, 6 BY
 LW3158'16 INCHES, PROJECTS 4 INCHES.
 LW3158
 LW3158                          STATION RECOVERY (1932)
 LW3158
 LW3158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW3158'RECOVERED AS DESCRIBED IN THE RECOVERY NOTE OF C.K.G. WRITTEN IN
 LW3158'OCTOBER 1928, AND FOUND IN GOOD CONDITION.
 LW3158'
 LW3158'A NEW STATION WAS ESTABLISHED ON THE FLOOR OF LOOKOUT TOWER OF
 LW3158'STONE HOUSE MENTIONED IN RECOVERY NOTE BY C.K.G.  THE NEW STATION
 LW3158'IS CALLED AND WAS STAMPED BLOCK ISLAND ECC.  A TIE WAS MADE.
 LW3158'
 LW3158'BLOCK ISLAND IS 4.406 METERS (14.46 FEET) FROM BLOCK ISLAND
 LW3158'ECC. IN BEARING  N 48 DEG 05 MIN E.
 LW3158
 LW3158                          STATION RECOVERY (1941)
 LW3158
 LW3158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HCW)
 LW3158'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS ON THE SUMMIT OF
 LW3158'BEACON HILL, THE HIGHEST HILL ON BLOCK ISLAND.  A STONE BUILDING
 LW3158'AND OBSERVATION TOWER IS AT THE SITE OF THE STATION.  THE STATION
 LW3158'IS TO THE RIGHT OF THE FRONT DOOR ENTERING THE BUILDING AND ABOUT
 LW3158'1-1/2 METERS DISTANT AND IS RECESSED IN THE WALL SO THAT IT
 LW3158'CANNOT BE OBSERVED OR OCCUPIED CENTRALLY.  STATION IS MARKED WITH
 LW3158'A STANDARD DISC WITH NO NAME OR DATE, SET IN FOUR-INCH IRON
 LW3158'PIPE WITH THE PIPE PROJECTING 4 INCHES ABOVE CONCRETE BASE.
 LW3158'
 LW3158'R.M.S NO.S 1, 3 AND 4 WERE RECOVERED AS DESCRIBED, IN GOOD
 LW3158'CONDITION.
 LW3158'
 LW3158'R.M.S NO.S 6 AND 7 WERE RECOVERED IN GOOD CONDITION, MARKED BY
 LW3158'STANDARD DISCS SET IN 4-INCH PIPE PROJECTING SIX INCHES ABOVE
 LW3158'THE GROUND.
 LW3158'
 LW3158'R.M.S NO.S 2 AND 5 COULD NOT BE FOUND.  THE FOLLOWING MEASUREMENTS
 LW3158'TO R.M.S WERE MADE.
 LW3158'
 LW3158'R.M. NO. 3 ..........29.05 METERS
 LW3158'
 LW3158'R.M. NO. 4 ..........34.20 METERS
 LW3158'
 LW3158'R.M. NO. 6 ..........10.55 METERS
 LW3158'
 LW3158'R.M. NO. 7 ..........12.12 METERS
 LW3158'
 LW3158'R.M. NO. 1 COULD NOT BE MEASURED DIRECTLY, BEING OBSTRUCTED BY
 LW3158'THE BUILDING.  AS THE STATION COULD NOT BE OCCUPIED CENTRALLY, NO
 LW3158'DIRECTIONS TO THE R.M.S WERE TAKEN.
 LW3158
 LW3158                          STATION RECOVERY (1988)
 LW3158
 LW3158'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LW3158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3103 ***********************************************************************
 LW3103  DESIGNATION -  BLOCK ISLAND CG FLAGPOLE
 LW3103  PID         -  LW3103
 LW3103  STATE/COUNTY-  RI/WASHINGTON
 LW3103  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3103
 LW3103                         *CURRENT SURVEY CONTROL
 LW3103  ___________________________________________________________________
 LW3103* NAD 83(1996)-  41 11 38.87077(N)    071 35 20.36227(W)     ADJUSTED  
 LW3103* NAVD 88     -                                                        
 LW3103  ___________________________________________________________________
 LW3103  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 LW3103  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LW3103
 LW3103  HORZ ORDER  -  THIRD
 LW3103
 LW3103.The horizontal coordinates were established by classical geodetic methods
 LW3103.and adjusted by the National Geodetic Survey in August 1998..
 LW3103
 LW3103
 LW3103.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3103
 LW3103.The geoid height was determined by GEOID03.
 LW3103
 LW3103;                    North         East     Units Scale Factor Converg.
 LW3103;SPC RI       -    12,308.527    92,534.908   MT  0.99999444   -0 03 31.0
 LW3103;SPC RI       -    40,382.23    303,591.61   sFT  0.99999444   -0 03 31.0
 LW3103;UTM  19      - 4,563,539.562   282,892.206   MT  1.00018015   -1 42 20.9
 LW3103
 LW3103                          SUPERSEDED SURVEY CONTROL
 LW3103
 LW3103  NAD 83(1996)-  41 11 38.86893(N)    071 35 20.36101(W) AD(       ) 4
 LW3103  NAD 83(1992)-  41 11 38.86888(N)    071 35 20.36113(W) AD(       ) 4
 LW3103  NAD 83(1992)-  41 11 38.86801(N)    071 35 20.36200(W) AD(       ) 4
 LW3103  NAD 83(1986)-  41 11 38.86976(N)    071 35 20.36105(W) AD(       ) 4
 LW3103  NAD 27      -  41 11 38.50200(N)    071 35 22.15200(W) AD(       ) 3
 LW3103
 LW3103.Superseded values are not recommended for survey control.
 LW3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3103.See file dsdata.txt to determine how the superseded data were derived.
 LW3103
 LW3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8289263540(NAD 83)
 LW3103_MARKER: 62 = FLAGPOLE
 LW3103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3103+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 LW3103
 LW3103  HISTORY     - Date     Condition        Report By
 LW3103  HISTORY     - 1941     FIRST OBSERVED   CGS
 LW3103  HISTORY     - 1988     GOOD             USPSQD
 LW3103  HISTORY     - 20030628 GOOD             USPSQD
 LW3103
 LW3103                          STATION DESCRIPTION
 LW3103
 LW3103'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HCW)
 LW3103'STATION IS THE AXIS OF WEATHER VANE ON TOP OF POLE.
 LW3103
 LW3103                          STATION RECOVERY (1988)
 LW3103
 LW3103'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LW3103'RECOVERED IN GOOD CONDITION.
 LW3103
 LW3103                          STATION RECOVERY (2003)
 LW3103
 LW3103'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 LW3103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3162 ***********************************************************************
 LW3162  DESIGNATION -  BLOCK ISLAND ECC
 LW3162  PID         -  LW3162
 LW3162  STATE/COUNTY-  RI/WASHINGTON
 LW3162  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3162
 LW3162                         *CURRENT SURVEY CONTROL
 LW3162  ___________________________________________________________________
 LW3162* NAD 83(1996)-  41 10 31.80251(N)    071 35 29.11414(W)     ADJUSTED  
 LW3162* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 LW3162  ___________________________________________________________________
 LW3162  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 LW3162  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 LW3162
 LW3162  HORZ ORDER  -  FIRST
 LW3162
 LW3162.The horizontal coordinates were established by classical geodetic methods
 LW3162.and adjusted by the National Geodetic Survey in August 1998..
 LW3162
 LW3162.The orthometric height was scaled from a topographic map.
 LW3162
 LW3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3162
 LW3162.The geoid height was determined by GEOID03.
 LW3162
 LW3162;                    North         East     Units Scale Factor Converg.
 LW3162;SPC RI       -    10,239.742    92,328.797   MT  0.99999447   -0 03 36.7
 LW3162;SPC RI       -    33,594.89    302,915.39   sFT  0.99999447   -0 03 36.7
 LW3162;UTM  19      - 4,561,477.171   282,626.675   MT  1.00018157   -1 42 24.4
 LW3162
 LW3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3162!SPC RI       -   0.99999624  x   0.99999447  =   0.99999071
 LW3162!UTM  19      -   0.99999624  x   1.00018157  =   1.00017781
 LW3162
 LW3162:                Primary Azimuth Mark                     Grid Az
 LW3162:SPC RI       -  BLOCK IS NORTH LIGHTHOUSE                012 45 59.2
 LW3162:UTM  19      -  BLOCK IS NORTH LIGHTHOUSE                014 24 46.9
 LW3162
 LW3162|---------------------------------------------------------------------|
 LW3162| PID    Reference Object                     Distance      Geod. Az  |
 LW3162|                                                           dddmmss.s |
 LW3162| LW3113 BLOCK IS NORTH LIGHTHOUSE           APPROX. 5.9 KM 0124222.5 |
 LW3162| CB7128 BLOCK ISLAND RM 2                                  02459     |
 LW3162| CB7126 BLOCK ISLAND ECC RM 3                              02930     |
 LW3162| LW3158 BLOCK ISLAND                          4.405 METERS 04803     |
 LW3162| CB7133 BLOCK ISLAND RM 7                    16.500 METERS 05048     |
 LW3162| LW3140 OCEAN VIEW HOTEL TANK               APPROX. 3.0 KM 1003144.5 |
 LW3162| LW3143 SPRINGHOUSE TANK                    APPROX. 3.2 KM 1061152.8 |
 LW3162| LW0918 BLOCK ISLAND ECC RM 4                40.798 METERS 30544     |
 LW3162|---------------------------------------------------------------------|
 LW3162
 LW3162                          SUPERSEDED SURVEY CONTROL
 LW3162
 LW3162  NAD 83(1996)-  41 10 31.80062(N)    071 35 29.11285(W) AD(       ) 1
 LW3162  NAD 83(1992)-  41 10 31.80055(N)    071 35 29.11298(W) AD(       ) 1
 LW3162  NAD 83(1992)-  41 10 31.79951(N)    071 35 29.11389(W) AD(       ) 1
 LW3162  NAD 83(1986)-  41 10 31.79947(N)    071 35 29.11348(W) AD(       ) 1
 LW3162  NAD 27      -  41 10 31.43025(N)    071 35 30.90415(W) AD(       ) 1
 LW3162
 LW3162.Superseded values are not recommended for survey control.
 LW3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3162.See file dsdata.txt to determine how the superseded data were derived.
 LW3162
 LW3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8262761477(NAD 83)
 LW3162_MARKER: DS = TRIANGULATION STATION DISK
 LW3162_SETTING: 0 = UNSPECIFIED SETTING
 LW3162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3162
 LW3162  HISTORY     - Date     Condition        Report By
 LW3162  HISTORY     - 1932     MONUMENTED       CGS
 LW3162  HISTORY     - 1940     GOOD             CGS
 LW3162  HISTORY     - 1943     GOOD             CGS
 LW3162  HISTORY     - 1954     GOOD             CGS
 LW3162  HISTORY     - 1988     POOR             USPSQD
 LW3162
 LW3162                          STATION DESCRIPTION
 LW3162
 LW3162'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW3162'STATION IS ON THE SUMMIT OF BEACON HILL, THE HIGHEST HILL ON
 LW3162'BLOCK ISLAND, RHODE ISLAND.  THE STATION MARK IS A STANDARD DISK
 LW3162'EMBEDDED IN THE FLOOR OF THE LOOKOUT TOWER OF A STONE HOUSE OWNED
 LW3162'BY MR. W.H. DOGGETT.  THE MARK IS APPROXIMATELY 1 METER N OF THE
 LW3162'CENTER OF THE TOWER.  0.95 METER FROM OUTSIDE OF THE S WALL OF
 LW3162'THE CHIMNEY.  0.28 METER FROM THE W CORNER OF THE SHELTER OVER
 LW3162'THE STAIRWAY, WHICH IS THE ONLY MEANS OF ACCESS TO THE
 LW3162'LOOKOUT TOWER.
 LW3162'
 LW3162'STATION BLOCK ISLAND IS IN THE FOUNDATION OF THE STONE HOUSE IN
 LW3162'A HALF-DOME INSET IN THE WALL JUST N OF THE MAIN ENTRANCE OF THE
 LW3162'HOUSE.  A TIE WAS MADE TO THIS STATION.  BLOCK ISLAND IS 4.406
 LW3162'METERS (14.46 FEET) (COMPUTED) NE OF BLOCK ISLAND ECC. IN BEARING
 LW3162'N 48 DEG 05 MIN E.
 LW3162'
 LW3162'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 LW3162
 LW3162                          STATION RECOVERY (1940)
 LW3162
 LW3162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3162'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 LW3162'
 LW3162'THE STATION IS IN THE CONCRETE ROOF OF THE STONE HOUSE AND LOOKOUT
 LW3162'TOWER ON THE SUMMIT OF BEACON HILL, WHICH IS THE HIGHEST HILL ON
 LW3162'BLOCK ISLAND.  IT IS 3.06 FEET SOUTHEAST OF THE INSIDE EDGE OF
 LW3162'THE CHIMNEY AND 0.88 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LW3162'SHELTER OVER THE STAIRWAY LEADING TO THE TOP OF THE LOOKOUT
 LW3162'TOWER.  THE DISK IS EMBEDDED IN A DRILL HOLE IN THE CONCRETE
 LW3162'ROOF AND IS COVERED OVER WITH GRAVEL AND TAR AND IF EXPOSED MUST
 LW3162'BE REPAIRED AFTER USING.  THE BUILDING IS OWNED BY
 LW3162'MR. W.H. DOGGETT.  THE CARETAKER IS MR. HAROLD
 LW3162'LITTLEFIELD.
 LW3162'
 LW3162'NO REFERENCE MARKS ARE NECESSARY ON THE ROOF AS THE TWO DISTANCES
 LW3162'LOCATE THE MARK, AND A RAILING PREVENTS SEEING THE GROUND FOR
 LW3162'REFERENCE MARKS AWAY FROM THE BUILDING.
 LW3162'
 LW3162'FOR AZIMUTH MARKS, BOTH THE NORTH AND SOUTHEAST LIGHTHOUSES ARE
 LW3162'VISIBLE AND ALSO TRIANGULATION STATIONS CLAYHEAD 1911.  AND PAINE
 LW3162'1874 ARE VISIBLE AT THE GROUND FROM THIS STATION.  AN 8-FOOT STAND
 LW3162'IS NEEDED AT THIS STATION TO CLEAR THE RAIL AND A CHIMNEY.
 LW3162'
 LW3162'TO REACH THE STATION FROM THE POST OFFICE DRIVE NORTH 0.2
 LW3162'MILE.  TURN LEFT AT THE SURF HOTEL AND DRIVE STRAIGHT AHEAD 0.7
 LW3162'MILE.  THEN JOG RIGHT AND DRIVE 0.3 MILE TO THE CHOWDER HOUSE.
 LW3162'THEN TURN LEFT AND DRIVE 1.5 MILES, THEN TURN LEFT UP THE HILL FOR
 LW3162'0.3 MILE, AND THEN TURN LEFT THROUGH THE STONE GATE POSTS AND
 LW3162'DRIVE UP HILL 0.2 MILE TO THE STATION.
 LW3162'
 LW3162'BLOCK ISLAND NORTH LIGHTHOUSE 1874.  THIS IS THE LIGHTHOUSE ON
 LW3162'THE NORTH END OF BLOCK ISLAND.  IT IS A BROWN TOWER ON A GRAY
 LW3162'GRANITE DWELLING NEAR THE TIP OF SANDY POINT.  THE LIGHT IS 58
 LW3162'FEET ABOVE THE WATER.  THE FINIAL OVER THE LIGHT WAS OBSERVED
 LW3162'UPON.
 LW3162'
 LW3162'BLOCK ISLAND SOUTHEAST LIGHTHOUSE 1874.  THIS IS THE LIGHTHOUSE
 LW3162'ON THE SOUTHEAST END OF BLOCK ISLAND.  IT IS A RED BRICK, OCTAGONAL,
 LW3162'PYRAMIDAL TOWER ATTACHED TO A DWELLING.  THE LIGHT IS 201 FEET
 LW3162'ABOVE THE WATER.  THE FINIAL ABOVE THE LIGHT WAS OBSERVED UPON.
 LW3162
 LW3162                          STATION RECOVERY (1943)
 LW3162
 LW3162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3162'DESCRIPTION IS ADEQUATE AND ACCURATE EXCEPT THAT REFERENCE MARK
 LW3162'2 IS APPARENTLY LOST.  IT WAS SEARCHED FOR WITHOUT
 LW3162'SUCCESS.  ORIGINAL DESCRIPTION OF BLOCK ISLAND, 1835, GIVES ITS
 LW3162'DISTANCE FROM THAT STATION AS 11.50 METERS NW.  GEOGRAPHIC
 LW3162'POSITION LIST, PAGE 4, HAS IT AS AN AZIMUTH MARK.
 LW3162'
 LW3162'THE STATION IS A BRONZE DISK STAMPED BLOCK ISLAND ECC 1932.
 LW3162'
 LW3162'REFERENCE MARK 7 OF BLOCK ISLAND, 1835, IS A BRONZE DISK SET IN
 LW3162'THE TOP OF AN IRON PIPE THAT PROJECTS ABOUT ONE INCH.  THE DISK
 LW3162'IS STAMPED R M NO 7 1928.
 LW3162'
 LW3162'REFERENCE MARK 3, NOTE 12C, PROJECTS ABOUT 4 INCHES, AND IS
 LW3162'STAMPED BLOCK ISLAND ECC NO 3 1943.
 LW3162'
 LW3162'REFERENCE MARK 4, NOTE 12C, IS W OF THE STATION, PROJECTS ABOUT
 LW3162'4 INCHES, AND IS STAMPED BLOCK ISLAND ECC NO 4 1943.
 LW3162
 LW3162                          STATION RECOVERY (1954)
 LW3162
 LW3162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FBQ)
 LW3162'STATION IS ON THE SUMMIT OF BEACON HILL, IN THE HIGHEST HILL ON
 LW3162'BLOCK ISLAND, RHODE ISLAND.  THE STATION MARK IS A STANDARD DISK,
 LW3162'EMBEDDED IN THE FLOOR OF THE LOOKOUT TOWER OF A STONE HOUSE OWNED
 LW3162'BY MR. W.H. DOGGETT.  THE MARK IS APPROXIMATELY 1 M. N OF THE
 LW3162'CENTER OF THE TOWER, 0.95 M. FROM THE OUTSIDE OF THE S WALL OF
 LW3162'THE CHIMNEY, 0.28 M. FROM THE W CORNER OF THE SHELTER OVER THE
 LW3162'STAIRWAY WHICH IS THE ONLY MEANS OF ACCESS TO THE LOOKOUT
 LW3162'TOWER.
 LW3162'
 LW3162'STATION BLOCK ISLAND IS IN THE FOUNDATION OF THE STONE HOUSE IN
 LW3162'A HALF-DOME INSET IN THE WALL JUST N OF THE MAIN ENTRANCE TO THE
 LW3162'HOUSE.  A TIE WAS MADE TO THIS STATION.  BLOCK ISLAND IS 4.406
 LW3162'M. (14.46 FT.) (COMPUTED) NE OF BLOCK ISLAND ECCENTRIC IN
 LW3162'BEARING 48 DEG 05 MIN E.
 LW3162
 LW3162                          STATION RECOVERY (1988)
 LW3162
 LW3162'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LW3162'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0918 ***********************************************************************
 LW0918  DESIGNATION -  BLOCK ISLAND ECC RM 4
 LW0918  PID         -  LW0918
 LW0918  STATE/COUNTY-  RI/WASHINGTON
 LW0918  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0918
 LW0918                         *CURRENT SURVEY CONTROL
 LW0918  ___________________________________________________________________
 LW0918* NAD 83(1996)-  41 10 32.57483(N)    071 35 30.53501(W)     ADJUSTED  
 LW0918* LOCAL TIDAL -        58.791  (meters)     192.88   (feet)  ADJ UNCH  
 LW0918  ___________________________________________________________________
 LW0918  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 LW0918  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 LW0918
 LW0918  HORZ ORDER  -  SECOND
 LW0918  VERT ORDER  -  SECOND    CLASS 0
 LW0918
 LW0918.The horizontal coordinates were established by classical geodetic methods
 LW0918.and adjusted by the National Geodetic Survey in August 1998..
 LW0918
 LW0918.The orthometric height was key entered from printed documents
 LW0918.and not key verified.
 LW0918
 LW0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0918
 LW0918.The geoid height was determined by GEOID03.
 LW0918
 LW0918;                    North         East     Units Scale Factor Converg.
 LW0918;SPC RI       -    10,263.602    92,295.704   MT  0.99999448   -0 03 37.6
 LW0918;SPC RI       -    33,673.17    302,806.82   sFT  0.99999448   -0 03 37.6
 LW0918;UTM  19      - 4,561,501.977   282,594.275   MT  1.00018174   -1 42 25.4
 LW0918
 LW0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0918!SPC RI       -   0.99999560  x   0.99999448  =   0.99999008
 LW0918!UTM  19      -   0.99999560  x   1.00018174  =   1.00017734
 LW0918
 LW0918|---------------------------------------------------------------------|
 LW0918| PID    Reference Object                     Distance      Geod. Az  |
 LW0918|                                                           dddmmss.s |
 LW0918| CB7126 BLOCK ISLAND ECC RM 3                65.856 METERS 06731     |
 LW0918| LW3099 B 9/2 S 9/2 1943                     25.898 METERS 09500     |
 LW0918| LW3162 BLOCK ISLAND ECC                     40.798 METERS 12544     |
 LW0918|---------------------------------------------------------------------|
 LW0918
 LW0918                          SUPERSEDED SURVEY CONTROL
 LW0918
 LW0918  NAD 83(1996)-  41 10 32.57293(N)    071 35 30.53372(W) AD(       ) 2
 LW0918  NAD 83(1992)-  41 10 32.57287(N)    071 35 30.53384(W) AD(       ) 2
 LW0918  NAD 83(1992)-  41 10 32.57183(N)    071 35 30.53475(W) AD(       ) 2
 LW0918  NAD 83(1986)-  41 10 32.57180(N)    071 35 30.53433(W) AD(       ) 2
 LW0918  NAD 27      -  41 10 32.20200(N)    071 35 32.32500(W) AD(       ) 2
 LW0918
 LW0918.Superseded values are not recommended for survey control.
 LW0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0918.See file dsdata.txt to determine how the superseded data were derived.
 LW0918
 LW0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8259461502(NAD 83)
 LW0918_MARKER: DR = REFERENCE MARK DISK
 LW0918_SETTING: 80 = SET IN A BOULDER
 LW0918_SP_SET: BOULDER
 LW0918_STAMPING: BLOCK ISLAND ECC NO 4 1943
 LW0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0918+STABILITY: SURFACE MOTION
 LW0918
 LW0918  HISTORY     - Date     Condition        Report By
 LW0918  HISTORY     - 1943     MONUMENTED       CGS
 LW0918  HISTORY     - 1943     GOOD             CGS
 LW0918
 LW0918                          STATION DESCRIPTION
 LW0918
 LW0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0918'THE STATION IS 40.798 M. (133.85 FT.) W OF STATION BLOCK ISLAND
 LW0918'ECCENTRIC.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED BLOCK
 LW0918'ISLAND ECC NO 4 1943 AND SET IN A DRILL HOLE IN A BOULDER
 LW0918'PROJECTING ABOUT 4 IN. ABOVE GROUND.
 LW0918'
 LW0918'STATION BLOCK ISLAND ECCENTRIC IS ON THE SUMMIT OF BEACON HILL
 LW0918'WHICH IS THE HIGHEST HILL ON BLOCK ISLAND.  IT IS CEMENTED IN THE
 LW0918'FLOOR OF THE LOOKOUT TOWER WHICH IS PART OF A STONE HOUSE OWNED
 LW0918'BY W.H. DOGGETT.  IT IS ABOUT 3 FT. N OF THE CENTER OF THE TOWER,
 LW0918'0.95 M. (3.1 FT.) FROM THE S SIDE OF A CHIMNEY WHICH IS PART OF
 LW0918'THE TOWER PARAPET WALL, 0.28 M. (0.9 FT.) FROM THE W CORNER OF
 LW0918'THE SHELTER OVER THE TOWER STAIRWAY, AND BENEATH AN ASPHALT
 LW0918'COVERING.  IT IS STAMPED BLOCK ISLAND ECC 1932.
 LW0918'
 LW0918'B 9 OVER 2 S 9 OVER 2 IS THE PROPOSED PINTLE CENTER OF THE
 LW0918'INSTRUMENT IN THE FIRE CONTROL BUILDING WHICH IS THE NEXT
 LW0918'BUILDING N OF THE SUMMIT OF THE HILL.  THE POINT LOCATED IS 3.5
 LW0918'FT. FROM THE INSIDE W WALL, AND MIDWAY BETWEEN THE N AND S WALLS
 LW0918'OF THE OBSERVATION ROOM.
 LW0918'
 LW0918'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW0918
 LW0918                          STATION RECOVERY (1943)
 LW0918
 LW0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0918'AT BLOCK ISLAND.
 LW0918'ON BLOCK ISLAND, NEWPORT COUNTY, 133.8 FEET WEST OF TRIANGULATION
 LW0918'STATION BLOCK ISLAND ECCENTRIC WHICH IS LOCATED ON THE ROOF OF
 LW0918'THE STONE LOOKOUT TOWER, AT THE SUMMIT OF BEACON HILL (THE HIGHEST
 LW0918'POINT ON THE ISLAND), 80 FEET WEST-SOUTHWEST OF THE WEST WALL OF
 LW0918'THE FIRE-CONTROL BUILDING, AND IN THE TOP OF A BOULDER PROJECTING
 LW0918'ABOUT 4 INCHES ABOVE THE GROUND.  A STANDARD REFERENCE-MARK DISK,
 LW0918'STAMPED BLOCK ISLAND ECC NO 4 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0919 ***********************************************************************
 LW0919  DESIGNATION -  BLOCK ISLAND ECC RM 3
 LW0919  PID         -  LW0919
 LW0919  STATE/COUNTY-  RI/WASHINGTON
 LW0919  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0919
 LW0919                         *CURRENT SURVEY CONTROL
 LW0919  ___________________________________________________________________
 LW0919* NAD 83(1986)-  41 10 34.     (N)    071 35 29.     (W)     SCALED    
 LW0919* LOCAL TIDAL -        58.944  (meters)     193.39   (feet)  ADJ UNCH  
 LW0919  ___________________________________________________________________
 LW0919  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 LW0919
 LW0919  VERT ORDER  -  SECOND    CLASS 0
 LW0919
 LW0919.The horizontal coordinates were scaled from a topographic map and have
 LW0919.an estimated accuracy of +/- 6 seconds.
 LW0919
 LW0919.The orthometric height was key entered from printed documents
 LW0919.and not key verified.
 LW0919
 LW0919.The geoid height was determined by GEOID03.
 LW0919
 LW0919;                    North         East    Units  Estimated Accuracy
 LW0919;SPC RI       -    10,310.       92,330.      MT  (+/- 180 meters Scaled)
 LW0919
 LW0919                          SUPERSEDED SURVEY CONTROL
 LW0919
 LW0919.No superseded survey control is available for this station.
 LW0919
 LW0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF826615(NAD 83)
 LW0919_MARKER: DB = BENCH MARK DISK
 LW0919_SETTING: 80 = SET IN A BOULDER
 LW0919_SP_SET: BOULDER
 LW0919_STAMPING: BLOCK ISLAND ECC NO 3 1943
 LW0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0919+STABILITY: SURFACE MOTION
 LW0919
 LW0919  HISTORY     - Date     Condition        Report By
 LW0919  HISTORY     - 1943     MONUMENTED       CGS
 LW0919
 LW0919                          STATION DESCRIPTION
 LW0919
 LW0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0919'AT BLOCK ISLAND.
 LW0919'ON BLOCK ISLAND, NEWPORT COUNTY, 184.7 FEET NORTH OF TRIANGULATION
 LW0919'STATION BLOCK ISLAND ECCENTRIC WHICH IS LOCATED ON THE ROOF OF
 LW0919'THE STONE LOOKOUT TOWER AT THE SUMMIT OF BEACON HILL (THE
 LW0919'HIGHEST POINT ON THE ISLAND), NEAR THE STONE FENCE ON THE NORTH
 LW0919'SIDE OF THE HILL, NORTHEAST OF THE NORTHEAST CORNER OF THE
 LW0919'FIRE-CONTROL BUILDING, AND IN THE TOP OF A BOULDER PROJECTING
 LW0919'ABOUT 4 INCHES ABOVE THE GROUND.  A STANDARD REFERENCE-MARK DISK,
 LW0919'STAMPED BLOCK ISLAND ECC NO 3 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0920 ***********************************************************************
 LW0920  DESIGNATION -  BLOCK ISLAND RM 7
 LW0920  PID         -  LW0920
 LW0920  STATE/COUNTY-  RI/WASHINGTON
 LW0920  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0920
 LW0920                         *CURRENT SURVEY CONTROL
 LW0920  ___________________________________________________________________
 LW0920* NAD 83(1986)-  41 10 32.     (N)    071 35 28.     (W)     SCALED    
 LW0920* LOCAL TIDAL -        61.913  (meters)     203.13   (feet)  ADJ UNCH  
 LW0920  ___________________________________________________________________
 LW0920  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 LW0920
 LW0920  VERT ORDER  -  SECOND    CLASS 0
 LW0920
 LW0920.The horizontal coordinates were scaled from a topographic map and have
 LW0920.an estimated accuracy of +/- 6 seconds.
 LW0920
 LW0920.The orthometric height was key entered from printed documents
 LW0920.and not key verified.
 LW0920
 LW0920.The geoid height was determined by GEOID03.
 LW0920
 LW0920;                    North         East    Units  Estimated Accuracy
 LW0920;SPC RI       -    10,250.       92,360.      MT  (+/- 180 meters Scaled)
 LW0920
 LW0920                          SUPERSEDED SURVEY CONTROL
 LW0920
 LW0920.No superseded survey control is available for this station.
 LW0920
 LW0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF826614(NAD 83)
 LW0920_MARKER: P = PIPE CAP
 LW0920_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LW0920_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LW0920_STAMPING: RM NO 7 1928
 LW0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0920
 LW0920  HISTORY     - Date     Condition        Report By
 LW0920  HISTORY     - 1928     MONUMENTED       CGS
 LW0920  HISTORY     - 1943     GOOD             NGS
 LW0920
 LW0920                          STATION DESCRIPTION
 LW0920
 LW0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0920'AT BLOCK ISLAND.
 LW0920'ON BLOCK ISLAND, NEWPORT COUNTY, 39.71 FEET NORTHEAST OF
 LW0920'TRIANGULATION STATION BLOCK ISLAND, 54.1 FEET NORTH-NORTHEAST
 LW0920'OF TRIANGULATION STATION BLOCK ISLAND ECCENTRIC WHICH IS LOCATED
 LW0920'ON THE ROOF OF THE STONE LOOKOUT TOWER, AND NEAR THE EAST END OF
 LW0920'THE FIRE-CONTROL BUILDING.  A STANDARD REFERENCE-MARK DISK,
 LW0920'STAMPED RM NO 7 1928 AND SET IN THE TOP OF A CONCRETE-FILLED
 LW0920'IRON PIPE PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3637 ***********************************************************************
 LW3637  DESIGNATION -  BM AT BUCK
 LW3637  PID         -  LW3637
 LW3637  STATE/COUNTY-  RI/PROVIDENCE
 LW3637  USGS QUAD   -  THOMPSON (1974)
 LW3637
 LW3637                         *CURRENT SURVEY CONTROL
 LW3637  ___________________________________________________________________
 LW3637* NAD 83(1996)-  41 58 34.40933(N)    071 46 39.41802(W)     ADJUSTED  
 LW3637* NAVD 88     -       223.7    (meters)     734.     (feet)  VERTCON   
 LW3637  ___________________________________________________________________
 LW3637  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 LW3637  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LW3637
 LW3637  HORZ ORDER  -  SECOND
 LW3637
 LW3637.The horizontal coordinates were established by classical geodetic methods
 LW3637.and adjusted by the National Geodetic Survey in August 1998..
 LW3637
 LW3637.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3637
 LW3637.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3637
 LW3637.The geoid height was determined by GEOID03.
 LW3637
 LW3637;                    North         East     Units Scale Factor Converg.
 LW3637;SPC RI       -    99,204.909    76,990.868   MT  1.00000026   -0 11 08.4
 LW3637;SPC RI       -   325,474.77    252,594.21   sFT  1.00000026   -0 11 08.4
 LW3637;UTM  19      - 4,650,868.875   269,869.179   MT  1.00025172   -1 51 30.8
 LW3637
 LW3637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3637!SPC RI       -   0.99996954  x   1.00000026  =   0.99996980
 LW3637!UTM  19      -   0.99996954  x   1.00025172  =   1.00022125
 LW3637
 LW3637                          SUPERSEDED SURVEY CONTROL
 LW3637
 LW3637  NAD 83(1996)-  41 58 34.40918(N)    071 46 39.41793(W) AD(       ) 2
 LW3637  NAD 83(1992)-  41 58 34.40865(N)    071 46 39.41709(W) AD(       ) 2
 LW3637  NAD 83(1992)-  41 58 34.40862(N)    071 46 39.41717(W) AD(       ) 2
 LW3637  NAD 83(1986)-  41 58 34.40959(N)    071 46 39.41583(W) AD(       ) 2
 LW3637  NAD 27      -  41 58 34.05520(N)    071 46 41.16407(W) AD(       ) 2
 LW3637  NGVD 29 (07/19/86)  223.9    (m)          735.     (f) VERT ANG       
 LW3637
 LW3637.Superseded values are not recommended for survey control.
 LW3637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3637.See file dsdata.txt to determine how the superseded data were derived.
 LW3637
 LW3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6986950869(NAD 83)
 LW3637_MARKER: Z = SEE DESCRIPTION
 LW3637_SETTING: 0 = UNSPECIFIED SETTING
 LW3637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3637+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 LW3637
 LW3637  HISTORY     - Date     Condition        Report By
 LW3637  HISTORY     - 1968     MONUMENTED       CGS
 LW3637  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW3637  HISTORY     - 20040424 GOOD             GEOCAC
 LW3637
 LW3637                          STATION DESCRIPTION
 LW3637
 LW3637'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3637'STATION IS LOCATED IN THE NORTHWEST CORNER OF STATE OF RHODE ISLAND,
 LW3637'4-1/4 MILES NORTHWEST OF PASCOAG, 2-1/2 MILES SOUTH OF THE RHODE
 LW3637'ISLAND-MASSACHUSETTS STATE LINE, 1 MILE EAST OF RHODE
 LW3637'ISLAND-CONNECTICUT STATE LINE, ABOUT 210 FEET NORTH OF BUCK HILL
 LW3637'FIRE TOWER AND ON PROPERTY OF STATE OF RHODE ISLAND.
 LW3637'
 LW3637'FOR ROUTE TO STATION, SEE TRIANGULATION STATION BUCK 1937.
 LW3637'
 LW3637'STATION IS A RHODE ISLAND STATE BOARD OF PUBLIC ROAD BRONZE
 LW3637'DISK STAMPED B.M. ELEV.  THE DISK IS LEADED IN A DRILL HOLE IN
 LW3637'A CONCRETE FOUNDATION.  IT IS FLUSH WITH SURFACE OF GROUND,
 LW3637'52 FEET SOUTH OF A METAL WITNESS POST AND 13 FEET NORTH OF THE
 LW3637'NORTH EDGE OF AN ASPHALT PARKING AREA.
 LW3637'
 LW3637'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BUCK
 LW3637'1937 AND THE DISTANCE IS 15.3700 METERS OR (50.426 FT.).
 LW3637
 LW3637                          STATION RECOVERY (1977)
 LW3637
 LW3637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (HDM)
 LW3637'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF PASCOAG,
 LW3637'2-1/2 MILES SOUTH OF THE RHODE ISLAND-MASSACHUSETTS STATE LINE,
 LW3637'1 MILE EAST OF THE RHODE ISLAND-CONNECTICUT STATE LINE AND ON
 LW3637'PROPERTY OF THE STATE OF RHODE ISLAND.
 LW3637'
 LW3637'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100
 LW3637'AND 107 IN PASCOAG, GO WEST-NORTHWEST ON HIGHWAY 100 FOR 3.4
 LW3637'MILES TO A FORK.  BEAR LEFT AND CONTINUE NORTHWEST ON BUCK
 LW3637'HILL ROAD FOR 0.15 MILE TO A FORK.  BEAR LEFT AND GO IN A
 LW3637'WESTERLY DIRECTION ON BUCK HILL ROAD FOR 1.3 MILES TO THE
 LW3637'STATION.
 LW3637'
 LW3637'RHODE ISLAND BOARD OF PUBLIC ROADS BENCH MARK, A BRONZE
 LW3637'DISK CEMENTED IN A DRILL HOLE IN A SLAB OF CONCRETE THAT IS
 LW3637'FLUSH WITH THE GROUND SURFACE.  THERE IS NO STAMPING ON THE
 LW3637'DISK.  IT IS 164.5 FEET NORTH-NORTHEAST OF THE CENTER OF BUCK
 LW3637'HILL ROAD AND 14 FEET NORTH-NORTHEAST OF THE NORTH EDGE OF THE
 LW3637'PAVED PARKING AREA.
 LW3637'
 LW3637'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LW3637'BUCK CTGS 1937, THE DISTANCE BEING 15.634 METERS OR 50.407
 LW3637'FEET.
 LW3637'
 LW3637'DESCRIBED BY D.J. NOVAK.
 LW3637
 LW3637                          STATION RECOVERY (2004)
 LW3637
 LW3637'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW3637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3009 ***********************************************************************
 LW3009  DESIGNATION -  BONNET POINT E 1
 LW3009  PID         -  LW3009
 LW3009  STATE/COUNTY-  RI/WASHINGTON
 LW3009  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW3009
 LW3009                         *CURRENT SURVEY CONTROL
 LW3009  ___________________________________________________________________
 LW3009* NAD 83(1996)-  41 28 19.79133(N)    071 25 07.53918(W)     ADJUSTED  
 LW3009* NAVD 88     -        13.72   (+/-2cm)      45.0    (feet)  VERTCON   
 LW3009  ___________________________________________________________________
 LW3009  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW3009  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW3009
 LW3009  HORZ ORDER  -  THIRD
 LW3009  VERT ORDER  -  THIRD ? (See Below)
 LW3009
 LW3009.The horizontal coordinates were established by classical geodetic methods
 LW3009.and adjusted by the National Geodetic Survey in August 1998..
 LW3009
 LW3009.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3009.The vertical order pertains to the NGVD 29 superseded value.
 LW3009
 LW3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3009
 LW3009.The geoid height was determined by GEOID03.
 LW3009
 LW3009;                    North         East     Units Scale Factor Converg.
 LW3009;SPC RI       -    43,186.199   106,786.017   MT  0.99999432   +0 03 13.7
 LW3009;SPC RI       -   141,686.72    350,347.12   sFT  0.99999432   +0 03 13.7
 LW3009;UTM  19      - 4,593,998.106   298,029.615   MT  1.00010203   -1 36 08.6
 LW3009
 LW3009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3009!SPC RI       -   1.00000258  x   0.99999432  =   0.99999690
 LW3009!UTM  19      -   1.00000258  x   1.00010203  =   1.00010461
 LW3009
 LW3009:                Primary Azimuth Mark                     Grid Az
 LW3009:SPC RI       -  BEAVERTAIL LIGHTHOUSE                    147 23 25.9
 LW3009:UTM  19      -  BEAVERTAIL LIGHTHOUSE                    149 02 48.2
 LW3009
 LW3009|---------------------------------------------------------------------|
 LW3009| PID    Reference Object                     Distance      Geod. Az  |
 LW3009|                                                           dddmmss.s |
 LW3009| LW2982 BEAVERTAIL LIGHTHOUSE               APPROX. 3.0 KM 1472639.6 |
 LW3009| LW2958 WHALE ROCK BEACON                   APPROX. 3.1 KM 1873619.0 |
 LW3009| CB7135 BONNET POINT E 1 RM 1                49.344 METERS 26628     |
 LW3009| CB7136 BONNET POINT E 1 RM 2                63.825 METERS 35630     |
 LW3009|---------------------------------------------------------------------|
 LW3009
 LW3009                          SUPERSEDED SURVEY CONTROL
 LW3009
 LW3009  NAD 83(1996)-  41 28 19.79069(N)    071 25 07.53832(W) AD(       ) 3
 LW3009  NAD 83(1992)-  41 28 19.78981(N)    071 25 07.53849(W) AD(       ) 3
 LW3009  NAD 83(1992)-  41 28 19.78910(N)    071 25 07.53823(W) AD(       ) 3
 LW3009  NAD 83(1986)-  41 28 19.78946(N)    071 25 07.53663(W) AD(       ) 3
 LW3009  NAD 27      -  41 28 19.41937(N)    071 25 09.33573(W) AD(       ) 3
 LW3009  NGVD 29 (07/19/86)   13.99   (m)           45.9    (f) LEVELING    3  
 LW3009
 LW3009.Superseded values are not recommended for survey control.
 LW3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3009.See file dsdata.txt to determine how the superseded data were derived.
 LW3009
 LW3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9803093998(NAD 83)
 LW3009_MARKER: DS = TRIANGULATION STATION DISK
 LW3009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3009_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3009+STABILITY: SURFACE MOTION
 LW3009
 LW3009  HISTORY     - Date     Condition        Report By
 LW3009  HISTORY     - 1940     MONUMENTED       CGS
 LW3009  HISTORY     - 1956     GOOD             CGS
 LW3009
 LW3009                          STATION DESCRIPTION
 LW3009
 LW3009'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3009'THE STATION IS ABOUT 300 YARDS NORTH OF BONNET POINT WHICH IS ON
 LW3009'THE WEST SHORE OF THE WEST PASSAGE OF NARRAGANSETT BAY.  IT IS IN
 LW3009'A VACANT LOT BETWEEN TWO WHITE HOUSES WHICH ARE THE SECOND AND
 LW3009'THIRD HOUSES GOING NORTH FROM BONNET POINT.  IT IS 21 FEET BACK OF
 LW3009'THE TOP OF THE BLUFF AND 51 FEET NORTHEAST OF A WIRE FENCE CORNER
 LW3009'AT THE TOP OF THE BLUFF.  THE STATION MAY EVENTUALLY BE DESTROYED
 LW3009'BY THE WASHING AWAY OF THE BLUFF.  THE MARK, PROJECTS ABOUT 6
 LW3009'INCHES ABOVE THE GROUND AND IS STAMPED THE BONNET E NO. 1 1940.
 LW3009'
 LW3009'REFERENCE MARK NO. 1 IS 161.89 FEET HORIZONTAL DISTANCE,
 LW3009'WEST-SOUTHWEST OF THE STATION AND ABOUT 14 FEET HIGHER.  IT IS 4
 LW3009'FEET NORTH-NORTHEAST OF THE NE CO. POWER LINE POLE NO. 1998 AND 18
 LW3009'FEET EAST OF THE CENTER OF THE PAVEMENT.  THE MARK
 LW3009'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED BONNET PT
 LW3009'E 1 NO 1 1940.
 LW3009'
 LW3009'REFERENCE MARK NO. 2 IS 209.40 FEET, HORIZONTAL DISTANCE, NORTH OF
 LW3009'THE STATION AND 12 FEET HIGHER.  IT IS 3 FEET SOUTH OF A WOVEN
 LW3009'WIRE FENCE AND 11 FEET SOUTH OF THE RED BRICK FIREPLACE CHIMNEY ON
 LW3009'THE SOUTH SIDE OF A WHITE HOUSE.  THE MARK IS FLUSH WITH THE
 LW3009'SURFACE OF THE GROUND AND IS STAMPED BONNET PT E 1 NO 2 1940.
 LW3009'
 LW3009'AZIMUTH MARKS ARE THE FINIALS ON TOP THE WHALE ROCK BEACON AND THE
 LW3009'BEAVERTAIL POINT LIGHTHOUSE.  THE FORMER IS 1.7 MILE SOUTH OF THE
 LW3009'STATION AND THE LATTER IS 1.7 SOUTHEAST OF THE STATION.
 LW3009'
 LW3009'TO REACH THE STATION FROM THE BRIDGE ACROSS THE PATTAQUAMSCOTT
 LW3009'RIVER ON U.S. SCENIC ROUTE NO. 1 DRIVE NORTH ON U.S. NO. 1 FOR 2.6
 LW3009'MILES, THEN TURN RIGHT ON THE BONNET SHORES ROAD AND DRIVE 0.1
 LW3009'MILE, THEN TURN RIGHT ON THE SHORE ROAD AND DRIVE 0.7 MILE, THEN
 LW3009'CONTINUE STRAIGHT AHEAD AT A T-ROAD AND DRIVE 0.3 MILE, THEN TURN
 LW3009'LEFT UP THE HILL AND DRIVE 0.15 MILE TO THE SHORE ROAD GOING NORTH
 LW3009'AND SOUTH, THEN TURN RIGHT AND DRIVE ABOUT 50 YARDS TO THE NE CO.
 LW3009'POWER LINE POLE NO. 1998.  THEN WALK DOWN THE FENCE ABOUT 50
 LW3009'YARDS TO THE TOP OF THE BLUFF AND THE STATION.
 LW3009
 LW3009                          STATION RECOVERY (1956)
 LW3009
 LW3009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW3009'THE STATION WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE MARKS
 LW3009'HAVE BEEN DISTURBED.  REFERENCE MARK 1 IS NOW 143.83 FT. (43.839
 LW3009'M.) FROM THE STATION.  A HOUSE HAS BEEN BUILT BETWEEN THE STATION
 LW3009'AND REFERENCE MARK 2, AND THE DISTANCE COULD NOT BE CHECKED.  DUE
 LW3009'TO CHANGES IN THE VICINITY A NEW DESCRIPTION FOLLOWS--
 LW3009'
 LW3009'THE STATION IS LOCATED ABOUT 300 YD. NE OF BONNET POINT ON LAND
 LW3009'BELONGING TO THE U.S. NAVY, AND IS IN BACK OF THE HOUSE BELONGING
 LW3009'TO MR. LAWSON (NO NUMBER) ON COL. JOHN GARDNER ROAD, 39.1 FT. SW
 LW3009'OF A WOVEN WIRE-FENCE CORNER, 39.0 FT. NE OF A FENCE CORNER, 22.1
 LW3009'FT. SE OF A FENCE CORNER AND 18.0 FT. NW OF THE BLUFF.
 LW3009'
 LW3009'IT IS A STANDARD DISK, STAMPED THE BONNET PT E NO 1 1940 SET IN
 LW3009'THE TOP OF A 12-IN. SQUARE CONCRETE MONUMENT PROJECTING 2 IN.
 LW3009'ABOVE GROUND.
 LW3009'
 LW3009'REFERENCE MARK 1 IS SW OF THE STATION AT THE FOOT OF A POWER
 LW3009'TRANSMISSION POLE, ON THE PROPERTY-LINE OF THE LOT TO THE S.  IT
 LW3009'IS A STANDARD DISK, STAMPED BONNET PT E 1 NO 1 1940 SET IN THE
 LW3009'TOP OF A 12-IN SQUARE CONCRETE MONUMENT PROJECTING 3 IN. ABOVE GROUND.
 LW3009'
 LW3009'REFERENCE MARK 2 IS 37.4 FT. NW OF THE NE CORNER OF THE HOUSE JUST
 LW3009'N OF MR. LAWSONS AND 30.5 FT. NW OF THE NE CORNER.  IT IS A
 LW3009'STANDARD DISK, STAMPED BONNET PT E 1 NO 2 1940 AND IS 10 IN.
 LW3009'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0645 ***********************************************************************
 LW0645  DESIGNATION -  BONNET PT E 1 RM 1
 LW0645  PID         -  LW0645
 LW0645  STATE/COUNTY-  RI/WASHINGTON
 LW0645  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0645
 LW0645                         *CURRENT SURVEY CONTROL
 LW0645  ___________________________________________________________________
 LW0645* NAD 83(1986)-  41 28 16.     (N)    071 25 11.     (W)     SCALED    
 LW0645* NAVD 88     -        16.440  (meters)      53.94   (feet)  ADJUSTED  
 LW0645  ___________________________________________________________________
 LW0645  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW0645  DYNAMIC HT  -          16.435 (meters)      53.92  (feet)  COMP
 LW0645  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 LW0645
 LW0645  VERT ORDER  -  SECOND    CLASS 0
 LW0645
 LW0645.The horizontal coordinates were scaled from a topographic map and have
 LW0645.an estimated accuracy of +/- 6 seconds.
 LW0645
 LW0645.The orthometric height was determined by differential leveling
 LW0645.and adjusted by the National Geodetic Survey in June 1991..
 LW0645
 LW0645.The geoid height was determined by GEOID03.
 LW0645
 LW0645.The dynamic height is computed by dividing the NAVD 88
 LW0645.geopotential number by the normal gravity value computed on the
 LW0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0645.degrees latitude (g = 980.6199 gals.).
 LW0645
 LW0645.The modeled gravity was interpolated from observed gravity values.
 LW0645
 LW0645;                    North         East    Units  Estimated Accuracy
 LW0645;SPC RI       -    43,070.      106,710.      MT  (+/- 180 meters Scaled)
 LW0645
 LW0645                          SUPERSEDED SURVEY CONTROL
 LW0645
 LW0645  NGVD 29 (??/??/92)   16.713  (m)           54.83   (f) ADJ UNCH    2 0
 LW0645
 LW0645.Superseded values are not recommended for survey control.
 LW0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0645.See file dsdata.txt to determine how the superseded data were derived.
 LW0645
 LW0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF979938(NAD 83)
 LW0645_MARKER: DR = REFERENCE MARK DISK
 LW0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0645_STAMPING: BONNET PT E 1 NO I 1940
 LW0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0645+STABILITY: SURFACE MOTION
 LW0645
 LW0645  HISTORY     - Date     Condition        Report By
 LW0645  HISTORY     - 1940     MONUMENTED       CGS
 LW0645  HISTORY     - 1943     GOOD             NGS
 LW0645  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LW0645
 LW0645                          STATION DESCRIPTION
 LW0645
 LW0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0645'6 MI NE FROM NARRAGANSETT.
 LW0645'6.0 MILES NORTHEAST OF NARRAGANSETT, WASHINGTON COUNTY, THIS
 LW0645'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 4.1
 LW0645'MILES NORTHEAST ALONG U.S. HIGHWAY 1, THENCE 1.0 MILE NORTHEAST
 LW0645'ALONG A COUNTY ROAD, AND THENCE 0.9 MILE SOUTHEAST ALONG A COUNTY
 LW0645'ROAD TO AN ARMY INSTALLATION.  IT IS AT BONNET POINT, 300 YARDS
 LW0645'NORTH OF THE POINT, NEAR A FIRE-CONTROL BUILDING, 18 FEET EAST
 LW0645'OF THE CENTER LINE OF THE ROAD, AND 4 FEET NORTH-NORTHEAST OF
 LW0645'N.E. CO. POWER-TRANSMISSION LINE POLE 1998.  SET IN THE TOP OF A
 LW0645'CONCRETE POST.
 LW0645
 LW0645                          STATION RECOVERY (2004)
 LW0645
 LW0645'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0646 ***********************************************************************
 LW0646  DESIGNATION -  BONNET PT E 1 RM 2
 LW0646  PID         -  LW0646
 LW0646  STATE/COUNTY-  RI/WASHINGTON
 LW0646  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0646
 LW0646                         *CURRENT SURVEY CONTROL
 LW0646  ___________________________________________________________________
 LW0646* NAD 83(1986)-  41 28 18.     (N)    071 25 09.     (W)     SCALED    
 LW0646* NAVD 88     -        15.959  (meters)      52.36   (feet)  ADJUSTED  
 LW0646  ___________________________________________________________________
 LW0646  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW0646  DYNAMIC HT  -          15.954 (meters)      52.34  (feet)  COMP
 LW0646  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 LW0646
 LW0646  VERT ORDER  -  SECOND    CLASS 0
 LW0646
 LW0646.The horizontal coordinates were scaled from a topographic map and have
 LW0646.an estimated accuracy of +/- 6 seconds.
 LW0646
 LW0646.The orthometric height was determined by differential leveling
 LW0646.and adjusted by the National Geodetic Survey in June 1991..
 LW0646
 LW0646.The geoid height was determined by GEOID03.
 LW0646
 LW0646.The dynamic height is computed by dividing the NAVD 88
 LW0646.geopotential number by the normal gravity value computed on the
 LW0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0646.degrees latitude (g = 980.6199 gals.).
 LW0646
 LW0646.The modeled gravity was interpolated from observed gravity values.
 LW0646
 LW0646;                    North         East    Units  Estimated Accuracy
 LW0646;SPC RI       -    43,130.      106,750.      MT  (+/- 180 meters Scaled)
 LW0646
 LW0646                          SUPERSEDED SURVEY CONTROL
 LW0646
 LW0646  NGVD 29 (??/??/92)   16.232  (m)           53.25   (f) ADJ UNCH    2 0
 LW0646
 LW0646.Superseded values are not recommended for survey control.
 LW0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0646.See file dsdata.txt to determine how the superseded data were derived.
 LW0646
 LW0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF979939(NAD 83)
 LW0646_MARKER: DR = REFERENCE MARK DISK
 LW0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0646_STAMPING: BONNET PT E 1 NO 2 1940
 LW0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0646+STABILITY: SURFACE MOTION
 LW0646
 LW0646  HISTORY     - Date     Condition        Report By
 LW0646  HISTORY     - 1940     MONUMENTED       CGS
 LW0646  HISTORY     - 1943     GOOD             NGS
 LW0646  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LW0646
 LW0646                          STATION DESCRIPTION
 LW0646
 LW0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0646'6 MI NE FROM NARRAGANSETT.
 LW0646'6.0 MILES NORTHEAST OF NARRAGANSETT.  THIS BENCH MARK MAY BE
 LW0646'REACHED FROM THE POST OFFICE BY GOING 4.1 MILES NORTHEAST ALONG
 LW0646'U.S. HIGHWAY 1, THENCE 1.0 MILE NORTHEAST ALONG A COUNTY ROAD,
 LW0646'AND THENCE 0.9 MILE SOUTHEAST ALONG A COUNTY ROAD TO AN ARMY
 LW0646'INSTALLATION.  IT IS AT BONNET POINT, 300 YARDS NORTH OF THE
 LW0646'POINT, 11 FEET SOUTH OF THE RED-BRICK CHIMNEY ON THE SOUTH SIDE
 LW0646'OF A WHITE HOUSE, AND 3 FEET SOUTH OF A WIRE FENCE, AND SET IN
 LW0646'THE TOP OF A CONCRETE POST.
 LW0646
 LW0646                          STATION RECOVERY (2004)
 LW0646
 LW0646'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0447 ***********************************************************************
 LW0447  DESIGNATION -  BORDEN
 LW0447  PID         -  LW0447
 LW0447  STATE/COUNTY-  RI/PROVIDENCE
 LW0447  USGS QUAD   -  PROVIDENCE (1975)
 LW0447
 LW0447                         *CURRENT SURVEY CONTROL
 LW0447  ___________________________________________________________________
 LW0447* NAD 83(1996)-  41 49 14.37493(N)    071 29 00.11438(W)     ADJUSTED  
 LW0447* NAVD 88     -        77.967  (meters)     255.80   (feet)  ADJUSTED  
 LW0447  ___________________________________________________________________
 LW0447  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 LW0447  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW0447  DYNAMIC HT  -          77.941 (meters)     255.71  (feet)  COMP
 LW0447  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 LW0447
 LW0447  HORZ ORDER  -  FIRST
 LW0447  VERT ORDER  -  SECOND    CLASS 0
 LW0447
 LW0447.The horizontal coordinates were established by classical geodetic methods
 LW0447.and adjusted by the National Geodetic Survey in August 1998..
 LW0447
 LW0447.The orthometric height was determined by differential leveling
 LW0447.and adjusted by the National Geodetic Survey in June 1991..
 LW0447
 LW0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0447
 LW0447.The geoid height was determined by GEOID03.
 LW0447
 LW0447.The dynamic height is computed by dividing the NAVD 88
 LW0447.geopotential number by the normal gravity value computed on the
 LW0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0447.degrees latitude (g = 980.6199 gals.).
 LW0447
 LW0447.The modeled gravity was interpolated from observed gravity values.
 LW0447
 LW0447;                    North         East     Units Scale Factor Converg.
 LW0447;SPC RI       -    81,889.047   101,382.068   MT  0.99999377   +0 00 39.9
 LW0447;SPC RI       -   268,664.32    332,617.67   sFT  0.99999377   +0 00 39.9
 LW0447;UTM  19      - 4,632,846.009   293,749.866   MT  1.00012349   -1 39 23.4
 LW0447
 LW0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0447!SPC RI       -   0.99999242  x   0.99999377  =   0.99998619
 LW0447!UTM  19      -   0.99999242  x   1.00012349  =   1.00011591
 LW0447
 LW0447:                Primary Azimuth Mark                     Grid Az
 LW0447:SPC RI       -  LINCOLN TOWN MUNICIPAL TANK              033 46 52.3
 LW0447:UTM  19      -  LINCOLN TOWN MUNICIPAL TANK              035 26 55.6
 LW0447
 LW0447|---------------------------------------------------------------------|
 LW0447| PID    Reference Object                     Distance      Geod. Az  |
 LW0447|                                                           dddmmss.s |
 LW0447| LW2744 LINCOLN TOWN MUNICIPAL TANK         APPROX. 8.9 KM 0334732.2 |
 LW0447| CB7137 BORDEN RM 3                          13.112 METERS 09634     |
 LW0447| LW0448 BORDEN RM 1                          20.709 METERS 17701     |
 LW0447| LW0446 BORDEN RM 2                          21.818 METERS 30905     |
 LW0447|---------------------------------------------------------------------|
 LW0447
 LW0447                          SUPERSEDED SURVEY CONTROL
 LW0447
 LW0447  NAD 83(1996)-  41 49 14.37468(N)    071 29 00.11423(W) AD(       ) 1
 LW0447  NAD 83(1992)-  41 49 14.37355(N)    071 29 00.11349(W) AD(       ) 1
 LW0447  NAD 83(1992)-  41 49 14.37337(N)    071 29 00.11355(W) AD(       ) 1
 LW0447  NAD 83(1986)-  41 49 14.37288(N)    071 29 00.11303(W) AD(       ) 1
 LW0447  NAD 27      -  41 49 14.01361(N)    071 29 01.89696(W) AD(       ) 1
 LW0447  NGVD 29 (??/??/92)   78.215  (m)          256.61   (f) ADJ UNCH    2 0
 LW0447
 LW0447.Superseded values are not recommended for survey control.
 LW0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0447.See file dsdata.txt to determine how the superseded data were derived.
 LW0447
 LW0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9375032846(NAD 83)
 LW0447_MARKER: DS = TRIANGULATION STATION DISK
 LW0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0447_STAMPING: BORDEN 1968
 LW0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0447+STABILITY: SURFACE MOTION
 LW0447
 LW0447  HISTORY     - Date     Condition        Report By
 LW0447  HISTORY     - 1968     MONUMENTED       CGS
 LW0447  HISTORY     - 1969     GOOD             NGS
 LW0447  HISTORY     - 1979     GOOD             NGS
 LW0447  HISTORY     - 1987     GOOD             RIGS
 LW0447
 LW0447                          STATION DESCRIPTION
 LW0447
 LW0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0447'THE STATION IS LOCATED ABOUT 3 MILES WEST OF PROVIDENCE, 1-1/2 MILES
 LW0447'NORTH OF THORNTON, 1 MILE SOUTHWEST OF MANTON, 1/2 MILE WEST OF THE
 LW0447'SMALL SETTLEMENT OF JOHNSTON AND ON PROPERTY OWNED BY
 LW0447'MR. J.A. TURGEON.
 LW0447'
 LW0447'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSTON, GO EAST
 LW0447'ON U.S. HIGHWAY 6 FOR 0.7 MILE TO A CROSS STREET
 LW0447'(BORDEN AVENUE).  CONTINUE EAST ON HIGHWAY 6 FOR 0.05 MILE TO A
 LW0447'DRIVEWAY RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE DRIVEWAY FOR
 LW0447'0.1 MILE TO THE STATION AS DESCRIBED.
 LW0447'
 LW0447'STATION MARK, STAMPED BORDEN 1968 IS A STANDARD DISK SET IN A ROUND
 LW0447'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 112 FEET SOUTH
 LW0447'OF THE SOUTHEAST CORNER OF A HOUSE, 81 FEET SOUTHWEST OF THE
 LW0447'END OF THE DRIVEWAY AND 3.7 FEET EAST OF A METAL WITNESS POST.
 LW0447'
 LW0447'RM 1, STAMPED BORDEN NO 1 1968 IS A STANDARD DISK SET IN A ROUND
 LW0447'CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 68 FEET SOUTH OF
 LW0447'THE METAL WITNESS POST AT THE STATION AND 2.2 FEET NORTH OF A
 LW0447'METAL WITNESS POST AT THE SITE OF THE REFERENCE MARK.
 LW0447'
 LW0447'RM 2, STAMPED BORDEN NO 2 1968 IS A STANDARD DISK SET IN A DRILL
 LW0447'HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS 3 INCHES.  IT IS
 LW0447'105 FEET WEST OF THE END OF THE DRIVEWAY AND 69 FEET NORTHWEST OF
 LW0447'THE METAL WITNESS POST AT THE STATION.
 LW0447'
 LW0447'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW0447
 LW0447                          STATION RECOVERY (1969)
 LW0447
 LW0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0447'AT JOHNSTON.
 LW0447'AT JOHNSTON, ABOUT 0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 6 FROM
 LW0447'THE TOWN HALL, THENCE 0.1 MILE SOUTHWEST ALONG A PRIVATE
 LW0447'DRIVEWAY, ABOUT 0.2 MILE NORTHWEST OF THE NORTHWEST END OF THE
 LW0447'U.S. HIGHWAY 6 OVERPASS OVER I 295, ON A HIGH BANK SOUTHWEST OF
 LW0447'A LARGE TWO-STORIED FRAME HOUSE, 111 FEET SOUTHWEST OF THE SOUTH
 LW0447'CORNER OF AN UNDERGROUND GARAGE, 22 FEET NORTHWEST OF THE
 LW0447'EXTENDED CENTER LINE OF THE DRIVEWAY, 8 FEET ABOVE THE END OF
 LW0447'THE DRIVEWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LW0447'INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0447
 LW0447                          STATION RECOVERY (1979)
 LW0447
 LW0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW0447'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 LW0447'CONDITION.  REFERENCE MARK 2 HAD BEEN DESTROYED.  A SHORTER DISTANCE
 LW0447'OF 0.006 METER WAS NOTED TO REFERENCE MARK 1.  REFERENCE MARK 3 WAS
 LW0447'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 LW0447'
 LW0447'THE STATION IS LOCATED ABOUT 3 MILES WEST OF PROVIDENCE, 1.5 MILES
 LW0447'NORTH OF THORNTON AND 0.5 MILE EAST OF JOHNSTON.  THE PROPERTY IS
 LW0447'OWNED BY MR. VITO BASILLICO.
 LW0447'
 LW0447'TO REACH THE STATION FROM THE JOHNSTON POST OFFICE, GO EAST ON
 LW0447'U.S. HIGHWAY 6 FOR 0.7 MILE TO A DRIVEWAY ON THE RIGHT, JUST BEFORE
 LW0447'REACHING THE ENTRANCE RAMP TO INTERSTATE HIGHWAY 195.  TURN RIGHT,
 LW0447'UPHILL, AND GO SOUTH ON THE DRIVEWAY FOR 0.1 MILE TO A HOUSE AND THE
 LW0447'STATION.
 LW0447'
 LW0447'THE STATION MARK STAMPED---BORDEN 1968---IS A STANDARD DISK SET IN
 LW0447'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 LW0447'INCHES.  IT IS 70 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SUN-DECK
 LW0447'OF HOUSE, 68 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE SUN-DECK
 LW0447'OF HOUSE AND 23 FEET NORTH OF A 12-INCH OAK TREE.
 LW0447'
 LW0447'REFERENCE MARK 1 STAMPED---BORDEN NO 1 1968---IS A STANDARD DISK SET
 LW0447'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 LW0447'1-INCH.  IT IS 48 FEET SOUTH-SOUTHWEST OF THE 12-INCH OAK TREE AND 2
 LW0447'FEET NORTH OF A METAL WITNESS POST.
 LW0447'
 LW0447'REFERENCE MARK 3 STAMPED---BORDEN 1968 NO 3 1979---IS A STANDARD DISK
 LW0447'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS 3 INCHES.  IT
 LW0447'IS 68 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SUN-DECK OF HOUSE AND
 LW0447'67 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE PAVED DRIVEWAY.
 LW0447'
 LW0447'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LW0447
 LW0447                          STATION RECOVERY (1987)
 LW0447
 LW0447'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (RJP)
 LW0447'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW --
 LW0447'
 LW0447'THE STATION IS ABOUT 1/2 MILE EAST OF JOHNSTON, NOT WEST AS
 LW0447'PREVIOUSLY DESCRIBED.
 LW0447'
 LW0447'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0448 ***********************************************************************
 LW0448  DESIGNATION -  BORDEN RM 1
 LW0448  PID         -  LW0448
 LW0448  STATE/COUNTY-  RI/PROVIDENCE
 LW0448  USGS QUAD   -  PROVIDENCE (1975)
 LW0448
 LW0448                         *CURRENT SURVEY CONTROL
 LW0448  ___________________________________________________________________
 LW0448* NAD 83(1986)-  41 49 11.     (N)    071 28 59.     (W)     SCALED    
 LW0448* NAVD 88     -        78.469  (meters)     257.44   (feet)  ADJUSTED  
 LW0448  ___________________________________________________________________
 LW0448  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW0448  DYNAMIC HT  -          78.444 (meters)     257.36  (feet)  COMP
 LW0448  MODELED GRAV-     980,298.2   (mgal)                       NAVD 88
 LW0448
 LW0448  VERT ORDER  -  SECOND    CLASS 0
 LW0448
 LW0448.The horizontal coordinates were scaled from a topographic map and have
 LW0448.an estimated accuracy of +/- 6 seconds.
 LW0448
 LW0448.The orthometric height was determined by differential leveling
 LW0448.and adjusted by the National Geodetic Survey in June 1991..
 LW0448
 LW0448.The geoid height was determined by GEOID03.
 LW0448
 LW0448.The dynamic height is computed by dividing the NAVD 88
 LW0448.geopotential number by the normal gravity value computed on the
 LW0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0448.degrees latitude (g = 980.6199 gals.).
 LW0448
 LW0448.The modeled gravity was interpolated from observed gravity values.
 LW0448
 LW0448;                    North         East    Units  Estimated Accuracy
 LW0448;SPC RI       -    81,790.      101,410.      MT  (+/- 180 meters Scaled)
 LW0448
 LW0448                          SUPERSEDED SURVEY CONTROL
 LW0448
 LW0448  NGVD 29 (??/??/92)   78.718  (m)          258.26   (f) ADJ UNCH    2 0
 LW0448
 LW0448.Superseded values are not recommended for survey control.
 LW0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0448.See file dsdata.txt to determine how the superseded data were derived.
 LW0448
 LW0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG937327(NAD 83)
 LW0448_MARKER: DR = REFERENCE MARK DISK
 LW0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0448_STAMPING: BORDEN NO 1 1968
 LW0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0448+STABILITY: SURFACE MOTION
 LW0448
 LW0448  HISTORY     - Date     Condition        Report By
 LW0448  HISTORY     - 1968     MONUMENTED       CGS
 LW0448  HISTORY     - 1969     GOOD             NGS
 LW0448
 LW0448                          STATION DESCRIPTION
 LW0448
 LW0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0448'AT JOHNSTON.
 LW0448'AT JOHNSTON, ABOUT 0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 6 FROM
 LW0448'THE TOWN HALL, THENCE 0.1 MILE SOUTHWEST ALONG A PRIVATE
 LW0448'DRIVEWAY, AT ABOUT THE HIGHEST POINT IN THE AREA, 68.0 FEET SOUTH
 LW0448'OF THE STATION MARK DESCRIBED, 47 1/2 FEET NORTHWEST OF A 10
 LW0448'INCH ASH TREE, 26 FEET SOUTHEAST OF THE SOUTHEAST MOST POINT OF
 LW0448'A ROCK LEDGE WHICH IS 25 FEET LONG AND 8 FEET WIDE, 2.2 FEET
 LW0448'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROCK LEDGE
 LW0448'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 LW0448'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0446 ***********************************************************************
 LW0446  DESIGNATION -  BORDEN RM 2
 LW0446  PID         -  LW0446
 LW0446  STATE/COUNTY-  RI/PROVIDENCE
 LW0446  USGS QUAD   -  PROVIDENCE (1975)
 LW0446
 LW0446                         *CURRENT SURVEY CONTROL
 LW0446  ___________________________________________________________________
 LW0446* NAD 83(1986)-  41 49 11.     (N)    071 28 59.     (W)     SCALED    
 LW0446* NAVD 88     -        76.997  (meters)     252.61   (feet)  ADJUSTED  
 LW0446  ___________________________________________________________________
 LW0446  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW0446  DYNAMIC HT  -          76.972 (meters)     252.53  (feet)  COMP
 LW0446  MODELED GRAV-     980,298.2   (mgal)                       NAVD 88
 LW0446
 LW0446  VERT ORDER  -  SECOND    CLASS 0
 LW0446
 LW0446.The horizontal coordinates were scaled from a topographic map and have
 LW0446.an estimated accuracy of +/- 6 seconds.
 LW0446
 LW0446.The orthometric height was determined by differential leveling
 LW0446.and adjusted by the National Geodetic Survey in June 1991..
 LW0446
 LW0446.The geoid height was determined by GEOID03.
 LW0446
 LW0446.The dynamic height is computed by dividing the NAVD 88
 LW0446.geopotential number by the normal gravity value computed on the
 LW0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0446.degrees latitude (g = 980.6199 gals.).
 LW0446
 LW0446.The modeled gravity was interpolated from observed gravity values.
 LW0446
 LW0446;                    North         East    Units  Estimated Accuracy
 LW0446;SPC RI       -    81,790.      101,410.      MT  (+/- 180 meters Scaled)
 LW0446
 LW0446                          SUPERSEDED SURVEY CONTROL
 LW0446
 LW0446  NGVD 29 (??/??/92)   77.246  (m)          253.43   (f) ADJ UNCH    2 0
 LW0446
 LW0446.Superseded values are not recommended for survey control.
 LW0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0446.See file dsdata.txt to determine how the superseded data were derived.
 LW0446
 LW0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG937327(NAD 83)
 LW0446_MARKER: DR = REFERENCE MARK DISK
 LW0446_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0446_SP_SET: UNSPECIFIED ROCK
 LW0446_STAMPING: BORDEN NO 2 1968
 LW0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0446
 LW0446  HISTORY     - Date     Condition        Report By
 LW0446  HISTORY     - 1968     MONUMENTED       CGS
 LW0446  HISTORY     - 1969     GOOD             NGS
 LW0446
 LW0446                          STATION DESCRIPTION
 LW0446
 LW0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0446'AT JOHNSTON.
 LW0446'AT JOHNSTON, ABOUT 0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 6 FROM
 LW0446'THE TOWN HALL, THENCE 0.1 MILE SOUTHWEST ALONG A PRIVATE
 LW0446'DRIVEWAY, 71.6 FEET NORTHWEST OF THE STATION MARK DESCRIBED, SET
 LW0446'IN THE TOP OF A ROCK WHICH IS 2 FEET LONG, 1 1/2 FEET WIDE AND
 LW0446'PROJECTS 3 INCHES ABOVE THE GROUND, 11.4 FEET SOUTH OF THE WEST
 LW0446'CORNER OF THE PART OF ROCK WHICH PROJECTS 1 FOOT, IN LINE WITH
 LW0446'THE NORTHWEST END OF A HOUSE AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2996 ***********************************************************************
 LW2996  DESIGNATION -  BOSTON NECK 1843
 LW2996  PID         -  LW2996
 LW2996  STATE/COUNTY-  RI/WASHINGTON
 LW2996  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2996
 LW2996                         *CURRENT SURVEY CONTROL
 LW2996  ___________________________________________________________________
 LW2996* NAD 83(1996)-  41 28 18.92254(N)    071 26 03.74221(W)     ADJUSTED  
 LW2996* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 LW2996  ___________________________________________________________________
 LW2996  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 LW2996  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW2996
 LW2996  HORZ ORDER  -  THIRD
 LW2996
 LW2996.The horizontal coordinates were established by classical geodetic methods
 LW2996.and adjusted by the National Geodetic Survey in August 1998..
 LW2996
 LW2996.The orthometric height was scaled from a topographic map.
 LW2996
 LW2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2996
 LW2996.The geoid height was determined by GEOID03.
 LW2996
 LW2996;                    North         East     Units Scale Factor Converg.
 LW2996;SPC RI       -    43,158.289   105,481.949   MT  0.99999412   +0 02 36.5
 LW2996;SPC RI       -   141,595.15    346,068.69   sFT  0.99999412   +0 02 36.5
 LW2996;UTM  19      - 4,594,007.899   296,725.140   MT  1.00010854   -1 36 45.8
 LW2996
 LW2996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2996!SPC RI       -   0.99999928  x   0.99999412  =   0.99999340
 LW2996!UTM  19      -   0.99999928  x   1.00010854  =   1.00010782
 LW2996
 LW2996                          SUPERSEDED SURVEY CONTROL
 LW2996
 LW2996  NAD 83(1996)-  41 28 18.92193(N)    071 26 03.74134(W) AD(       ) 3
 LW2996  NAD 83(1992)-  41 28 18.92096(N)    071 26 03.74163(W) AD(       ) 3
 LW2996  NAD 83(1992)-  41 28 18.92017(N)    071 26 03.74110(W) AD(       ) 3
 LW2996  NAD 83(1986)-  41 28 18.92017(N)    071 26 03.74040(W) AD(       ) 3
 LW2996  NAD 27      -  41 28 18.53000(N)    071 26 05.54000(W) AD(       ) 3
 LW2996
 LW2996.Superseded values are not recommended for survey control.
 LW2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2996.See file dsdata.txt to determine how the superseded data were derived.
 LW2996
 LW2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9672594008(NAD 83)
 LW2996_MARKER: Z = SEE DESCRIPTION
 LW2996_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 LW2996_SP_SET: OBJECT IMBEDDED IN GROUND
 LW2996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2996
 LW2996  HISTORY     - Date     Condition        Report By
 LW2996  HISTORY     - 1843     MONUMENTED       CGS
 LW2996  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW2996  HISTORY     - 1956     MARK NOT FOUND   CGS
 LW2996
 LW2996                          STATION DESCRIPTION
 LW2996
 LW2996'DESCRIBED BY COAST AND GEODETIC SURVEY 1843 (EB)
 LW2996'ON A HILL ON THE E SIDE OF BOSTON NECK, ON THE W SIDE OF THE
 LW2996'WESTERN PASSAGE OF NARRAGANSETT BAY.  THE STATION IS ON LAND
 LW2996'BELONGING TO ELI WATSON, S OF HIS HOUSE, AND IS MARKED BY A BURIED
 LW2996'CONE.
 LW2996
 LW2996                          STATION RECOVERY (1954)
 LW2996
 LW2996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2996'LOST.  THE STATION WAS UNDERGROUND ORIGINALLY, AND NO REFERENCE
 LW2996'MEASUREMENTS WERE GIVEN.  A RECOVERY COULD NOT BE MADE WITH THE
 LW2996'INADEQUATE DESCRIPTION.
 LW2996
 LW2996                          STATION RECOVERY (1956)
 LW2996
 LW2996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2996'THE STATION IS LOST.  INSUFFICIENT REFERENCES PREVENT RECOVERY AT
 LW2996'THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2989 ***********************************************************************
 LW2989  DESIGNATION -  BOSTON NECK OP 1 1940
 LW2989  PID         -  LW2989
 LW2989  STATE/COUNTY-  RI/WASHINGTON
 LW2989  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2989
 LW2989                         *CURRENT SURVEY CONTROL
 LW2989  ___________________________________________________________________
 LW2989* NAD 83(1996)-  41 26 38.62319(N)    071 26 24.14686(W)     ADJUSTED  
 LW2989* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 LW2989  ___________________________________________________________________
 LW2989  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 LW2989  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LW2989
 LW2989  HORZ ORDER  -  SECOND
 LW2989
 LW2989.The horizontal coordinates were established by classical geodetic methods
 LW2989.and adjusted by the National Geodetic Survey in August 1998..
 LW2989
 LW2989.The orthometric height was scaled from a topographic map.
 LW2989
 LW2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2989
 LW2989.The geoid height was determined by GEOID03.
 LW2989
 LW2989;                    North         East     Units Scale Factor Converg.
 LW2989;SPC RI       -    40,063.653   105,010.638   MT  0.99999406   +0 02 22.9
 LW2989;SPC RI       -   131,442.17    344,522.40   sFT  0.99999406   +0 02 22.9
 LW2989;UTM  19      - 4,590,927.816   296,164.545   MT  1.00011135   -1 36 56.1
 LW2989
 LW2989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2989!SPC RI       -   1.00000023  x   0.99999406  =   0.99999429
 LW2989!UTM  19      -   1.00000023  x   1.00011135  =   1.00011158
 LW2989
 LW2989                          SUPERSEDED SURVEY CONTROL
 LW2989
 LW2989  NAD 83(1996)-  41 26 38.62250(N)    071 26 24.14587(W) AD(       ) 2
 LW2989  NAD 83(1992)-  41 26 38.62173(N)    071 26 24.14619(W) AD(       ) 2
 LW2989  NAD 83(1992)-  41 26 38.62090(N)    071 26 24.14588(W) AD(       ) 2
 LW2989  NAD 83(1986)-  41 26 38.62073(N)    071 26 24.14479(W) AD(       ) 2
 LW2989  NAD 27      -  41 26 38.25700(N)    071 26 25.93300(W) AD(       ) 2
 LW2989
 LW2989.Superseded values are not recommended for survey control.
 LW2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2989.See file dsdata.txt to determine how the superseded data were derived.
 LW2989
 LW2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9616590928(NAD 83)
 LW2989_MARKER: DR = REFERENCE MARK DISK
 LW2989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2989_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2989+STABILITY: SURFACE MOTION
 LW2989
 LW2989  HISTORY     - Date     Condition        Report By
 LW2989  HISTORY     - 1940     MONUMENTED       CGS
 LW2989  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LW2989
 LW2989                          STATION DESCRIPTION
 LW2989
 LW2989'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2989'STATION IS LOCATED ON THE W SHORE OF NARRAGANSETT BAY, ABOUT 1
 LW2989'MI. NE OF THE TOWN OF NARRAGANSETT PIER, ON A POINT OF LAND KNOWN
 LW2989'LOCALLY AS BOSTON NECK, ABOUT 400 YDS. NW OF THE EXTREME END OF
 LW2989'THE POINT, AND ON THE W EDGE OF THE W ONE OF TWO MEADOW FIELDS.
 LW2989'IT IS A STANDARD STATION DISK, STAMPED BOSTON NECK OP 1 1940 AND
 LW2989'SET IN THE TOP OF A 10-IN. SQUARE CONCRETE POST PROJECTING ABOUT
 LW2989'10 IN.  IT WAS LOCATED BY TRAVERSE FROM STATION NARROW RIVER E
 LW2989'(U.S.E.).
 LW2989'
 LW2989'THIS IS A TRAVERSE STATION.
 LW2989
 LW2989                          STATION RECOVERY (2004)
 LW2989
 LW2989'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2988 ***********************************************************************
 LW2988  DESIGNATION -  BOSTON NECK OP 2 1940
 LW2988  PID         -  LW2988
 LW2988  STATE/COUNTY-  RI/WASHINGTON
 LW2988  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2988
 LW2988                         *CURRENT SURVEY CONTROL
 LW2988  ___________________________________________________________________
 LW2988* NAD 83(1996)-  41 26 39.08424(N)    071 26 20.72240(W)     ADJUSTED  
 LW2988* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 LW2988  ___________________________________________________________________
 LW2988  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 LW2988  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LW2988
 LW2988  HORZ ORDER  -  SECOND
 LW2988
 LW2988.The horizontal coordinates were established by classical geodetic methods
 LW2988.and adjusted by the National Geodetic Survey in August 1998..
 LW2988
 LW2988.The orthometric height was scaled from a topographic map.
 LW2988
 LW2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2988
 LW2988.The geoid height was determined by GEOID03.
 LW2988
 LW2988;                    North         East     Units Scale Factor Converg.
 LW2988;SPC RI       -    40,077.932   105,090.121   MT  0.99999407   +0 02 25.1
 LW2988;SPC RI       -   131,489.02    344,783.17   sFT  0.99999407   +0 02 25.1
 LW2988;UTM  19      - 4,590,939.794   296,244.416   MT  1.00011095   -1 36 53.9
 LW2988
 LW2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2988!SPC RI       -   1.00000023  x   0.99999407  =   0.99999430
 LW2988!UTM  19      -   1.00000023  x   1.00011095  =   1.00011118
 LW2988
 LW2988|---------------------------------------------------------------------|
 LW2988| PID    Reference Object                     Distance      Geod. Az  |
 LW2988|                                                           dddmmss.s |
 LW2988| LW2987 BOSTON NECK OP 3 1940                80.070 METERS 07951     |
 LW2988| LW2937 NARROW RIVER E                      351.468 METERS 17719     |
 LW2988| LW2989 BOSTON NECK OP 1 1940                80.756 METERS 25951     |
 LW2988|---------------------------------------------------------------------|
 LW2988
 LW2988                          SUPERSEDED SURVEY CONTROL
 LW2988
 LW2988  NAD 83(1996)-  41 26 39.08355(N)    071 26 20.72141(W) AD(       ) 2
 LW2988  NAD 83(1992)-  41 26 39.08277(N)    071 26 20.72173(W) AD(       ) 2
 LW2988  NAD 83(1992)-  41 26 39.08194(N)    071 26 20.72142(W) AD(       ) 2
 LW2988  NAD 83(1986)-  41 26 39.08178(N)    071 26 20.72046(W) AD(       ) 2
 LW2988  NAD 27      -  41 26 38.71800(N)    071 26 22.50900(W) AD(       ) 2
 LW2988
 LW2988.Superseded values are not recommended for survey control.
 LW2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2988.See file dsdata.txt to determine how the superseded data were derived.
 LW2988
 LW2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9624490940(NAD 83)
 LW2988_MARKER: DR = REFERENCE MARK DISK
 LW2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2988_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2988+STABILITY: SURFACE MOTION
 LW2988
 LW2988  HISTORY     - Date     Condition        Report By
 LW2988  HISTORY     - 1940     MONUMENTED       CGS
 LW2988  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LW2988
 LW2988                          STATION DESCRIPTION
 LW2988
 LW2988'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2988'STATION IS LOCATED ON THE W SHORE OF NARRAGANSETT BAY, ABOUT 1
 LW2988'MI. NE OF THE TOWN OF NARRAGANSETT PIER, ON A POINT OF LAND KNOWN
 LW2988'AS BOSTON NECK, ABOUT 400 YDS. NW OF THE EXTREME END OF THE
 LW2988'POINT, IN THE E ONE OF TWO MEADOW FIELDS, ABOUT 90 YDS. SW OF THE
 LW2988'BRUSH LINE WHICH IS THE E BOUNDARY OF THE FIELD, AND ABOUT 50 FT.
 LW2988'E OF A NARROW STRIP OF BRUSH THAT IS THE W BOUNDARY OF THE FIELD
 LW2988'AND THE E BOUNDARY OF THE ADJOINING FIELD.  IT IS A STANDARD
 LW2988'REFERENCE-MARK DISK, STAMPED BOSTON NECK OP 2 1940 AND SET IN THE
 LW2988'TOP OF A 10-IN. CONCRETE POST PROJECTING ABOUT 8 IN.  IT WAS
 LW2988'LOCATED BY TRAVERSE FROM STATION NARROW RIVER E (U.S.E.).
 LW2988'
 LW2988'THIS IS A TRAVERSE STATION.
 LW2988
 LW2988                          STATION RECOVERY (2004)
 LW2988
 LW2988'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2987 ***********************************************************************
 LW2987  DESIGNATION -  BOSTON NECK OP 3 1940
 LW2987  PID         -  LW2987
 LW2987  STATE/COUNTY-  RI/WASHINGTON
 LW2987  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2987
 LW2987                         *CURRENT SURVEY CONTROL
 LW2987  ___________________________________________________________________
 LW2987* NAD 83(1996)-  41 26 39.54130(N)    071 26 17.32697(W)     ADJUSTED  
 LW2987* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LW2987  ___________________________________________________________________
 LW2987  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 LW2987  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW2987
 LW2987  HORZ ORDER  -  SECOND
 LW2987
 LW2987.The horizontal coordinates were established by classical geodetic methods
 LW2987.and adjusted by the National Geodetic Survey in August 1998..
 LW2987
 LW2987.The orthometric height was scaled from a topographic map.
 LW2987
 LW2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2987
 LW2987.The geoid height was determined by GEOID03.
 LW2987
 LW2987;                    North         East     Units Scale Factor Converg.
 LW2987;SPC RI       -    40,092.088   105,168.929   MT  0.99999408   +0 02 27.4
 LW2987;SPC RI       -   131,535.46    345,041.73   sFT  0.99999408   +0 02 27.4
 LW2987;UTM  19      - 4,590,951.670   296,323.610   MT  1.00011055   -1 36 51.6
 LW2987
 LW2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2987!SPC RI       -   1.00000008  x   0.99999408  =   0.99999416
 LW2987!UTM  19      -   1.00000008  x   1.00011055  =   1.00011063
 LW2987
 LW2987                          SUPERSEDED SURVEY CONTROL
 LW2987
 LW2987  NAD 83(1996)-  41 26 39.54061(N)    071 26 17.32599(W) AD(       ) 2
 LW2987  NAD 83(1992)-  41 26 39.53983(N)    071 26 17.32630(W) AD(       ) 2
 LW2987  NAD 83(1992)-  41 26 39.53900(N)    071 26 17.32599(W) AD(       ) 2
 LW2987  NAD 83(1986)-  41 26 39.53890(N)    071 26 17.32480(W) AD(       ) 2
 LW2987  NAD 27      -  41 26 39.17500(N)    071 26 19.11400(W) AD(       ) 2
 LW2987
 LW2987.Superseded values are not recommended for survey control.
 LW2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2987.See file dsdata.txt to determine how the superseded data were derived.
 LW2987
 LW2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9632490952(NAD 83)
 LW2987_MARKER: DR = REFERENCE MARK DISK
 LW2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2987+STABILITY: SURFACE MOTION
 LW2987
 LW2987  HISTORY     - Date     Condition        Report By
 LW2987  HISTORY     - 1940     MONUMENTED       CGS
 LW2987  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LW2987
 LW2987                          STATION DESCRIPTION
 LW2987
 LW2987'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2987'STATION IS LOCATED ON THE W SHORE OF NARRAGANSETT BAY, ABOUT 1
 LW2987'MI. NE OF THE TOWN OF NARRAGANSETT PIER, ON A POINT OF LAND KNOWN
 LW2987'LOCALLY AS BOSTON NECK, ABOUT 400 YDS. NW OF THE EXTREME END OF
 LW2987'THE POINT, AND ON THE E EDGE OF THE E ONE OF TWO MEADOW FIELDS.
 LW2987'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED BOSTON NECK OP 3
 LW2987'1940 AND SET IN THE TOP OF A 10-IN. SQUARE CONCRETE POST
 LW2987'PROJECTING ABOUT 8 IN.  IT WAS LOCATED BY TRAVERSE FROM STATION
 LW2987'NARROW RIVER E (U.S.E.).
 LW2987'
 LW2987'THIS IS A TRAVERSE STATION.
 LW2987
 LW2987                          STATION RECOVERY (2004)
 LW2987
 LW2987'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2194 ***********************************************************************
 LW2194  DESIGNATION -  BOULDER ON SHORE
 LW2194  PID         -  LW2194
 LW2194  STATE/COUNTY-  RI/NEWPORT
 LW2194  USGS QUAD   -  TIVERTON (1975)
 LW2194
 LW2194                         *CURRENT SURVEY CONTROL
 LW2194  ___________________________________________________________________
 LW2194* NAD 83(1996)-  41 32 31.95013(N)    071 14 06.94165(W)     ADJUSTED  
 LW2194* NAVD 88     -                                                        
 LW2194  ___________________________________________________________________
 LW2194  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 LW2194  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW2194
 LW2194  HORZ ORDER  -  THIRD
 LW2194
 LW2194.The horizontal coordinates were established by classical geodetic methods
 LW2194.and adjusted by the National Geodetic Survey in August 1998..
 LW2194
 LW2194
 LW2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2194
 LW2194.The geoid height was determined by GEOID03.
 LW2194
 LW2194;                    North         East     Units Scale Factor Converg.
 LW2194;SPC RI       -    50,996.169   122,090.158   MT  0.99999975   +0 10 32.0
 LW2194;SPC RI       -   167,309.93    400,557.46   sFT  0.99999975   +0 10 32.0
 LW2194;UTM  19      - 4,601,362.701   313,554.278   MT  1.00002781   -1 28 58.0
 LW2194
 LW2194                          SUPERSEDED SURVEY CONTROL
 LW2194
 LW2194  NAD 83(1996)-  41 32 31.94991(N)    071 14 06.94134(W) AD(       ) 4
 LW2194  NAD 83(1992)-  41 32 31.94832(N)    071 14 06.94087(W) AD(       ) 4
 LW2194  NAD 83(1992)-  41 32 31.94806(N)    071 14 06.94064(W) AD(       ) 4
 LW2194  NAD 83(1986)-  41 32 31.94838(N)    071 14 06.93890(W) AD(       ) 4
 LW2194  NAD 27      -  41 32 31.58000(N)    071 14 08.77000(W) AD(       ) 3
 LW2194
 LW2194.Superseded values are not recommended for survey control.
 LW2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2194.See file dsdata.txt to determine how the superseded data were derived.
 LW2194
 LW2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1355401363(NAD 83)
 LW2194
 LW2194  HISTORY     - Date     Condition        Report By
 LW2194  HISTORY     - 1917     MONUMENTED       CGS
 LW2194  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2194  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2194  HISTORY     - 1966     GOOD             LOCSUR
 LW2194
 LW2194                          STATION DESCRIPTION
 LW2194
 LW2194'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2194'THERE IS A LARGE BOULDER STANDING 8 FEET ABOVE THE ROCKY BEACH
 LW2194'AT THE ROUND POINT ABOUT 3/4 MILE S OF SANDY POINT, AND ABOUT
 LW2194'1 MILE N OF BLACK POINT.
 LW2194'
 LW2194'IN THE TOP OF THE BOULDER THERE IS A DRILL HOLE 1-1/2 INCHES IN
 LW2194'DIAMETER AND ABOUT 5 INCHES DEEP.
 LW2194'
 LW2194'THE BOULDER STANDS ABOUT 20 YARDS N OF THE WATER END OF A
 LW2194'STONE WALL DIVIDING TWO FIELDS, AND ABOUT 1/8 MILE N OF THE
 LW2194'EXTENDED LINE OF A PRIVATE DRIVE WHICH LEAVES WAPPING ROAD,
 LW2194'PORTSMOUTH, ABOUT 0.6 MILE S OF SANDY POINT ROAD.
 LW2194
 LW2194                          STATION RECOVERY (1956)
 LW2194
 LW2194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2194'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1935 RECOVERY
 LW2194'NOTE BY THE R.I. GEODETIC SURVEY IS ADEQUATE WITH THE FOLLOWING
 LW2194'ADDITION--
 LW2194'
 LW2194'THE STONE WALL DIVIDING TWO FIELDS IS GONE.  THE BOULDER IS
 LW2194'IN A CORNER OF A SEAWALL ALONG THE SHORE AND JUST S OF THE MOUTH
 LW2194'OF A DRAIN BETWEEN THE TWO FIELDS.
 LW2194
 LW2194                          STATION RECOVERY (1966)
 LW2194
 LW2194'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 LW2194'STATION WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2529 ***********************************************************************
 LW2529  DESIGNATION -  BOULDER USE 1909
 LW2529  PID         -  LW2529
 LW2529  STATE/COUNTY-  RI/WASHINGTON
 LW2529  USGS QUAD   -  WICKFORD (1995)
 LW2529
 LW2529                         *CURRENT SURVEY CONTROL
 LW2529  ___________________________________________________________________
 LW2529* NAD 83(1996)-  41 31 29.16957(N)    071 25 19.45937(W)     ADJUSTED  
 LW2529* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 LW2529  ___________________________________________________________________
 LW2529  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 LW2529  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LW2529
 LW2529  HORZ ORDER  -  THIRD
 LW2529
 LW2529.The horizontal coordinates were established by classical geodetic methods
 LW2529.and adjusted by the National Geodetic Survey in August 1998..
 LW2529
 LW2529.The orthometric height was scaled from a topographic map.
 LW2529
 LW2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2529
 LW2529.The geoid height was determined by GEOID03.
 LW2529
 LW2529;                    North         East     Units Scale Factor Converg.
 LW2529;SPC RI       -    49,028.415   106,504.165   MT  0.99999427   +0 03 06.0
 LW2529;SPC RI       -   160,854.06    349,422.41   sFT  0.99999427   +0 03 06.0
 LW2529;UTM  19      - 4,599,846.660   297,916.807   MT  1.00010258   -1 36 22.5
 LW2529
 LW2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2529!SPC RI       -   0.99999739  x   0.99999427  =   0.99999166
 LW2529!UTM  19      -   0.99999739  x   1.00010258  =   1.00009997
 LW2529
 LW2529:                Primary Azimuth Mark                     Grid Az
 LW2529:SPC RI       -  PLUM BEACH LIGHTHOUSE                    066 26 58.1
 LW2529:UTM  19      -  PLUM BEACH LIGHTHOUSE                    068 06 26.6
 LW2529
 LW2529|---------------------------------------------------------------------|
 LW2529| PID    Reference Object                     Distance      Geod. Az  |
 LW2529|                                                           dddmmss.s |
 LW2529| LW2520 PLUM BEACH LIGHTHOUSE               APPROX. 1.5 KM 0663004.1 |
 LW2529| LW3008 DUTCH ISLAND LIGHTHOUSE             APPROX. 3.5 KM 1543318.6 |
 LW2529| LW2530 BARBERS HEIGHTS 1868                APPROX. 0.5 KM 3412330.7 |
 LW2529|---------------------------------------------------------------------|
 LW2529
 LW2529                          SUPERSEDED SURVEY CONTROL
 LW2529
 LW2529  NAD 83(1996)-  41 31 29.16891(N)    071 25 19.45873(W) AD(       ) 3
 LW2529  NAD 83(1992)-  41 31 29.16806(N)    071 25 19.45863(W) AD(       ) 3
 LW2529  NAD 83(1992)-  41 31 29.16745(N)    071 25 19.45848(W) AD(       ) 3
 LW2529  NAD 83(1986)-  41 31 29.16734(N)    071 25 19.45668(W) AD(       ) 3
 LW2529  NAD 27      -  41 31 28.79300(N)    071 25 21.26200(W) AD(       ) 3
 LW2529
 LW2529.Superseded values are not recommended for survey control.
 LW2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2529.See file dsdata.txt to determine how the superseded data were derived.
 LW2529
 LW2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9791799847(NAD 83)
 LW2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW2529+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 LW2529
 LW2529  HISTORY     - Date     Condition        Report By
 LW2529  HISTORY     - 1909     MONUMENTED       CGS
 LW2529  HISTORY     - 1913     SEE DESCRIPTION  CGS
 LW2529  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2529  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2529  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2529  HISTORY     - 19980203 GOOD             INDIV
 LW2529  HISTORY     - 20020308 GOOD             USPSQD
 LW2529
 LW2529                          STATION DESCRIPTION
 LW2529
 LW2529'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (IW)
 LW2529'ON A RIDGE ON THE W SIDE OF THE WESTERN PASSAGE OF NARRAGANSETT
 LW2529'BAY, ABOUT 1/4 MILE FROM SHORE AND 1/2 MILE TO THE SOUTHWESTWARD
 LW2529'OF PLUM BEACH.  THE STATION IS ON TOP OF A VERY LARGE BOULDER,
 LW2529'15 FEET HIGH, WHICH IS ON THE SLOPE OF THE RIDGE IN A GROUP OF
 LW2529'BOULDERS 10 METERS E OF A WIRE FENCE AND 160 METERS E OF THE
 LW2529'STONE FENCE ALONG THE POST ROAD TO WICKFORD.  THE STATION IS
 LW2529'MARKED BY A STANDARD BRASS DISK, HAVING THE ADDED LEGEND
 LW2529'ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A. SET IN A HOLE
 LW2529'DRILLED IN THE ROCK.  A STANDARD REFERENCE DISK, SET IN A
 LW2529'DRILLED HOLE IN THE SAME BOULDER, IS 2.48 METERS (8.14 FEET) TO
 LW2529'THE NORTHWARD OF, AND ABOUT 3 FEET LOWER THAN, THE
 LW2529'STATION.
 LW2529
 LW2529                          STATION RECOVERY (1934)
 LW2529
 LW2529'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2529'STATION FOUND AS MARKED AND DESCRIBED.  REFERENCE DISK LOOSE.
 LW2529
 LW2529                          STATION RECOVERY (1935)
 LW2529
 LW2529'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2529'THE STATION WAS FOUND IN EXCELLENT CONDITION.  THE REFERENCE
 LW2529'DISK IS SLIGHTLY LOOSE.
 LW2529'
 LW2529'THE WIRE FENCE IS ENTIRELY GONE.
 LW2529'
 LW2529'THE STATION IS ABOUT 180 YARDS E OF THE CENTER LINE OF THE
 LW2529'CONCRETE PAVEMENT, STATE HIGHWAY 1, BETWEEN WICKFORD AND
 LW2529'NARRAGANSETT PIER, AND ABOUT 35 YARDS S OF THE RANGE OF THE S
 LW2529'SIDE OF A MODERN 1 1/2-STORY SHINGLED BUNGALOW ON THE W SIDE
 LW2529'OF A PRIVATE ROAD.
 LW2529'
 LW2529'THIS STATION IS ABOUT 1/4 MILE NE OF STATION HAZARD (U.S.E.).
 LW2529
 LW2529                          STATION RECOVERY (1956)
 LW2529
 LW2529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2529'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 LW2529'CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 LW2529'FOLLOWING ADDITIONS--
 LW2529'
 LW2529'THE BOULDER IS LOCATED ON THE S EDGE OF THE PROPERTY BELONGING
 LW2529'TO MR. BENTLEY ON HILLSIDE AVENUE, ABOUT 540 FT. E OF
 LW2529'U.S. HIGHWAY 1 AND ABOUT 500 FT. S OF PLUM BEACH ROAD.
 LW2529
 LW2529                          STATION RECOVERY (1998)
 LW2529
 LW2529'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2529'MR. BENTLEY LIVED AT 71 TOP HILL ROAD, 2ND RIGHT FROM US1A, EAST ON
 LW2529'PLUM BEACH ROAD.  BOULDER ON RIGHT ABT 100 FEET SOUTH OF COTTAGE AT 71
 LW2529'TOP HILL ROAD.
 LW2529
 LW2529                          STATION RECOVERY (2002)
 LW2529
 LW2529'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW2529'1934,1935,1956 DESCRIPTIONS ARE WRONG. MR. BENTLEY LIVED AT 71 TOP
 LW2529'HILL RD. STATION AND RM ARE ABT 50 FT W OF NETT POLE 2518 SNET POLE 5
 LW2529'IN BOULDER AS DESCRIBED IN 1913. TOP HILL RD IS SECOND RIGHT E OF US 1
 LW2529'ON PLUM BEACH RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3664 ***********************************************************************
 LW3664  DESIGNATION -  BOUNDARY MON W CT RI
 LW3664  PID         -  LW3664
 LW3664  STATE/COUNTY-  RI/PROVIDENCE
 LW3664  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3664
 LW3664                         *CURRENT SURVEY CONTROL
 LW3664  ___________________________________________________________________
 LW3664* NAD 83(1996)-  41 46 27.96770(N)    071 47 28.98302(W)     ADJUSTED  
 LW3664* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 LW3664  ___________________________________________________________________
 LW3664  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 LW3664  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW3664
 LW3664  HORZ ORDER  -  SECOND
 LW3664
 LW3664.The horizontal coordinates were established by classical geodetic methods
 LW3664.and adjusted by the National Geodetic Survey in August 1998..
 LW3664
 LW3664.The orthometric height was scaled from a topographic map.
 LW3664
 LW3664.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3664
 LW3664.The geoid height was determined by GEOID03.
 LW3664
 LW3664;                    North         East     Units Scale Factor Converg.
 LW3664;SPC RI       -    76,795.890    75,773.669   MT  1.00000097   -0 11 38.8
 LW3664;SPC RI       -   251,954.52    248,600.78   sFT  1.00000097   -0 11 38.8
 LW3664;SPC CT       -   257,361.235   384,500.253   MT  0.99999195   +0 38 08.2
 LW3664;SPC CT       -   844,359.32  1,261,481.25   sFT  0.99999195   +0 38 08.2
 LW3664;UTM  19      - 4,628,499.098   267,999.111   MT  1.00026239   -1 51 37.6
 LW3664
 LW3664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3664!SPC RI       -   0.99997916  x   1.00000097  =   0.99998013
 LW3664!SPC CT       -   0.99997916  x   0.99999195  =   0.99997111
 LW3664!UTM  19      -   0.99997916  x   1.00026239  =   1.00024154
 LW3664
 LW3664                          SUPERSEDED SURVEY CONTROL
 LW3664
 LW3664  NAD 83(1996)-  41 46 27.96710(N)    071 47 28.98262(W) AD(       ) 2
 LW3664  NAD 83(1992)-  41 46 27.96665(N)    071 47 28.98238(W) AD(       ) 2
 LW3664  NAD 83(1992)-  41 46 27.96651(N)    071 47 28.98275(W) AD(       ) 2
 LW3664  NAD 83(1986)-  41 46 27.96679(N)    071 47 28.98133(W) AD(       ) 2
 LW3664  NAD 27      -  41 46 27.60869(N)    071 47 30.72399(W) AD(       ) 2
 LW3664
 LW3664.Superseded values are not recommended for survey control.
 LW3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3664.See file dsdata.txt to determine how the superseded data were derived.
 LW3664
 LW3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6799928499(NAD 83)
 LW3664
 LW3664  HISTORY     - Date     Condition        Report By
 LW3664  HISTORY     - 1937     MONUMENTED       CTGS
 LW3664
 LW3664                          STATION DESCRIPTION
 LW3664
 LW3664'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3664'SEE STATION MICHLESON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3532 ***********************************************************************
 LW3532  DESIGNATION -  BOWEN
 LW3532  PID         -  LW3532
 LW3532  STATE/COUNTY-  RI/KENT
 LW3532  USGS QUAD   -  COVENTRY CENTER (1975)
 LW3532
 LW3532                         *CURRENT SURVEY CONTROL
 LW3532  ___________________________________________________________________
 LW3532* NAD 83(1996)-  41 42 57.66610(N)    071 42 32.07983(W)     ADJUSTED  
 LW3532* NAVD 88     -       185.8    (meters)     610.     (feet)  VERTCON   
 LW3532  ___________________________________________________________________
 LW3532  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 LW3532  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW3532
 LW3532  HORZ ORDER  -  FIRST
 LW3532
 LW3532.The horizontal coordinates were established by classical geodetic methods
 LW3532.and adjusted by the National Geodetic Survey in August 1998..
 LW3532
 LW3532.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3532
 LW3532.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3532
 LW3532.The geoid height was determined by GEOID03.
 LW3532
 LW3532;                    North         East     Units Scale Factor Converg.
 LW3532;SPC RI       -    70,287.690    82,614.920   MT  0.99999747   -0 08 20.5
 LW3532;SPC RI       -   230,602.20    271,045.78   sFT  0.99999747   -0 08 20.5
 LW3532;SPC CT       -   250,952.819   391,434.945   MT  0.99998819   +0 41 25.1
 LW3532;SPC CT       -   823,334.37  1,284,232.82   sFT  0.99998819   +0 41 25.1
 LW3532;UTM  19      - 4,621,793.191   274,649.960   MT  1.00022496   -1 48 12.1
 LW3532
 LW3532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3532!SPC RI       -   0.99997557  x   0.99999747  =   0.99997304
 LW3532!SPC CT       -   0.99997557  x   0.99998819  =   0.99996376
 LW3532!UTM  19      -   0.99997557  x   1.00022496  =   1.00020052
 LW3532
 LW3532|---------------------------------------------------------------------|
 LW3532| PID    Reference Object                     Distance      Geod. Az  |
 LW3532|                                                           dddmmss.s |
 LW3532| CB7149 BOWEN RM 3                           73.823 METERS 00037     |
 LW3532| CB7147 BOWEN RM 1                           23.842 METERS 00459     |
 LW3532| LW3531 BOWEN HILL FIRE TOWER                12.736 METERS 03926     |
 LW3532| CB7148 BOWEN RM 2                           21.146 METERS 13739     |
 LW3532| LW3536 GIBSON                              APPROX. 6.8 KM 2781921.6 |
 LW3532|---------------------------------------------------------------------|
 LW3532
 LW3532                          SUPERSEDED SURVEY CONTROL
 LW3532
 LW3532  NAD 83(1996)-  41 42 57.66539(N)    071 42 32.07947(W) AD(       ) 1
 LW3532  NAD 83(1992)-  41 42 57.66493(N)    071 42 32.07909(W) AD(       ) 1
 LW3532  NAD 83(1992)-  41 42 57.66465(N)    071 42 32.07943(W) AD(       ) 1
 LW3532  NAD 83(1986)-  41 42 57.66458(N)    071 42 32.07998(W) AD(       ) 1
 LW3532  NAD 27      -  41 42 57.30543(N)    071 42 33.83545(W) AD(       ) 1
 LW3532  NGVD 29 (07/19/86)  186.0    (m)          610.     (f) VERT ANG       
 LW3532
 LW3532.Superseded values are not recommended for survey control.
 LW3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3532.See file dsdata.txt to determine how the superseded data were derived.
 LW3532
 LW3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7465021793(NAD 83)
 LW3532_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3532+STABILITY: SURFACE MOTION
 LW3532
 LW3532  HISTORY     - Date     Condition        Report By
 LW3532  HISTORY     - 1968     MONUMENTED       CGS
 LW3532
 LW3532                          STATION DESCRIPTION
 LW3532
 LW3532'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3532'STATION IS LOCATED ABOUT 3-1/2 MILES WEST-NORTHWEST OF COVENTRY
 LW3532'CENTER, 3 MILES SOUTHEAST OF MOOSUP VALLEY, 2-1/2 MILES
 LW3532'NORTHEAST OF GREENE, AT THE BOWEN HILL FIRE TOWER ON BOWEN HILL
 LW3532'AND ON PROPERTY OWNED BY THE STATE.
 LW3532'
 LW3532'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 102 AND 117 ABOUT
 LW3532'3 MILES WEST OF COVENTRY CENTER, GO NORTH ON HIGHWAY 102 FOR
 LW3532'1.75 MILES TO A SIDE ROAD LEFT (WATERMAN HILL ROAD).  TURN LEFT
 LW3532'AND GO WEST ON WATERMAN HILL ROAD FOR 0.4 MILE TO A DIRT ROAD
 LW3532'LEFT.  TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.15 MILE TO
 LW3532'BOWEN HILL FIRE TOWER AND STATION AS DESCRIBED.
 LW3532'
 LW3532'ALL MARKS ARE STANDARD DISKS.
 LW3532'
 LW3532'STATION MARK, STAMPED BOWEN 1968 IS SET IN A ROUND CONCRETE
 LW3532'POST WHICH PROJECTS 5 INCHES.  IT IS 46.7 FEET SOUTH-SOUTHWEST
 LW3532'OF THE NORTHWEST LEG OF THE FIRE TOWER, 41.6 FEET SOUTHWEST OF
 LW3532'THE SOUTHEAST LEG OF THE FIRE TOWER AND 31.2 FEET SOUTHWEST OF THE
 LW3532'SOUTHWEST LEG OF THE FIRE TOWER.
 LW3532'
 LW3532'RM 1, STAMPED BOWEN NO 1 1968 IS SET IN A DRILL HOLE IN A
 LW3532'BOULDER WHICH PROJECTS 3 INCHES.  IT IS 49 FEET WEST OF POWER
 LW3532'POLE NUMBER 2, 40 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 LW3532'FIRE TOWER AND 5 FEET EAST OF A METAL WITNESS POST.
 LW3532'
 LW3532'RM 2, STAMPED BOWEN NO 2 1968 IS SET IN A DRILL HOLE IN A
 LW3532'BOULDER WHICH PROJECTS 5 INCHES.  IT IS 76.5 FEET SOUTHEAST OF
 LW3532'THE SOUTHEAST LEG OF THE FIRE TOWER AND 6.5 FEET NORTH OF A
 LW3532'METAL WITNESS POST.
 LW3532'
 LW3532'RM 3, STAMPED BOWEN NO 3 1968 IS SET IN A DRILL HOLE IN A
 LW3532'BOULDER WHICH PROJECTS 5 INCHES.  IT IS 72 FEET WEST OF THE
 LW3532'CENTER OF DIRT ROAD AND 3.8 FEET SOUTHEAST OF A METAL WITNESS POST.
 LW3532'
 LW3532'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3531 ***********************************************************************
 LW3531  DESIGNATION -  BOWEN HILL FIRE TOWER
 LW3531  PID         -  LW3531
 LW3531  STATE/COUNTY-  RI/KENT
 LW3531  USGS QUAD   -  COVENTRY CENTER (1975)
 LW3531
 LW3531                         *CURRENT SURVEY CONTROL
 LW3531  ___________________________________________________________________
 LW3531* NAD 83(1996)-  41 42 57.98496(N)    071 42 31.72993(W)     ADJUSTED  
 LW3531* NAVD 88     -                                                        
 LW3531  ___________________________________________________________________
 LW3531  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 LW3531  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW3531
 LW3531  HORZ ORDER  -  THIRD
 LW3531
 LW3531.The horizontal coordinates were established by classical geodetic methods
 LW3531.and adjusted by the National Geodetic Survey in August 1998..
 LW3531
 LW3531
 LW3531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3531
 LW3531.The geoid height was determined by GEOID03.
 LW3531
 LW3531;                    North         East     Units Scale Factor Converg.
 LW3531;SPC RI       -    70,297.508    82,623.032   MT  0.99999746   -0 08 20.2
 LW3531;SPC RI       -   230,634.41    271,072.40   sFT  0.99999746   -0 08 20.2
 LW3531;UTM  19      - 4,621,802.771   274,658.355   MT  1.00022491   -1 48 11.9
 LW3531
 LW3531                          SUPERSEDED SURVEY CONTROL
 LW3531
 LW3531  NAD 83(1996)-  41 42 57.98424(N)    071 42 31.72958(W) AD(       ) 4
 LW3531  NAD 83(1992)-  41 42 57.98378(N)    071 42 31.72920(W) AD(       ) 4
 LW3531  NAD 83(1992)-  41 42 57.98350(N)    071 42 31.72954(W) AD(       ) 4
 LW3531  NAD 83(1986)-  41 42 57.98339(N)    071 42 31.73001(W) AD(       ) 4
 LW3531  NAD 27      -  41 42 57.62331(N)    071 42 33.48664(W) AD(       ) 3
 LW3531
 LW3531.Superseded values are not recommended for survey control.
 LW3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3531.See file dsdata.txt to determine how the superseded data were derived.
 LW3531
 LW3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7465821803(NAD 83)
 LW3531
 LW3531  HISTORY     - Date     Condition        Report By
 LW3531  HISTORY     - 1968     MONUMENTED       CGS
 LW3531
 LW3531                          STATION DESCRIPTION
 LW3531
 LW3531'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3531'THE STATION, BOWEN HILL FIRE TOWER, IS THE TOP CENTER OF THE
 LW3531'LOOKOUT HOUSE WHICH IS SUPPORTED BY 4 STEEL LEGS AND IS ABOUT
 LW3531'70 FEET IN HEIGHT.
 LW3531'
 LW3531'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 102
 LW3531'AND 117 ABOUT 3 MILES WEST OF COVENTRY CENTER, GO NORTH ON
 LW3531'STATE HIGHWAY 102 FOR 1.75 MILES TO A SIDE ROAD LEFT (WATERMAN
 LW3531'HILL ROAD).  TURN LEFT AND GO WEST ON WATERMAN HILL ROAD FOR
 LW3531'0.4 MILE TO A DIRT ROAD LEFT.  TURN LEFT AND GO SOUTH ON DIRT
 LW3531'ROAD FOR 0.15 MILE TO BOWEN HILL FIRE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5523 ***********************************************************************
 LW5523  CBN         -  This is a Cooperative Base Network Control Station.
 LW5523  DESIGNATION -  BR 001
 LW5523  PID         -  LW5523
 LW5523  STATE/COUNTY-  RI/BRISTOL
 LW5523  USGS QUAD   -  BRISTOL (1975)
 LW5523
 LW5523                         *CURRENT SURVEY CONTROL
 LW5523  ___________________________________________________________________
 LW5523* NAD 83(1996)-  41 41 14.04594(N)    071 17 01.56973(W)     ADJUSTED  
 LW5523* NAVD 88     -        16.1    (meters)      53.     (feet)  GPS OBS   
 LW5523  ___________________________________________________________________
 LW5523  X           -   1,530,656.140 (meters)                     COMP
 LW5523  Y           -  -4,517,914.084 (meters)                     COMP
 LW5523  Z           -   4,219,715.451 (meters)                     COMP
 LW5523  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 LW5523  ELLIP HEIGHT-         -13.60  (meters)          (06/22/01) GPS OBS
 LW5523  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW5523
 LW5523  HORZ ORDER  -  A
 LW5523  ELLP ORDER  -  FOURTH    CLASS I
 LW5523
 LW5523.The horizontal coordinates were established by GPS observations
 LW5523.and adjusted by the National Geodetic Survey in June 2001..
 LW5523
 LW5523.The orthometric height was determined by GPS observations and a
 LW5523.high-resolution geoid model.
 LW5523
 LW5523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5523
 LW5523.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5523
 LW5523.The ellipsoidal height was determined by GPS observations
 LW5523.and is referenced to NAD 83.
 LW5523
 LW5523.The geoid height was determined by GEOID03.
 LW5523
 LW5523;                    North         East     Units Scale Factor Converg.
 LW5523;SPC RI       -    67,092.314   118,002.223   MT  0.99999774   +0 08 37.7
 LW5523;SPC RI       -   220,118.70    387,145.63   sFT  0.99999774   +0 08 37.7
 LW5523;SPC MA M     -   826,353.731   218,002.391   MT  1.00000444   +0 08 42.9
 LW5523;SPC MA M     - 2,711,128.87    715,229.51   sFT  1.00000444   +0 08 42.9
 LW5523;UTM  19      - 4,617,571.166   309,934.411   MT  1.00004456   -1 31 09.5
 LW5523
 LW5523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5523!SPC RI       -   1.00000213  x   0.99999774  =   0.99999987
 LW5523!SPC MA M     -   1.00000213  x   1.00000444  =   1.00000657
 LW5523!UTM  19      -   1.00000213  x   1.00004456  =   1.00004669
 LW5523
 LW5523:                Primary Azimuth Mark                     Grid Az
 LW5523:SPC RI       -  BR 002                                   164 26 37.9
 LW5523:SPC MA M     -  BR 002                                   164 26 32.7
 LW5523:UTM  19      -  BR 002                                   166 06 25.1
 LW5523
 LW5523|---------------------------------------------------------------------|
 LW5523| PID    Reference Object                     Distance      Geod. Az  |
 LW5523|                                                           dddmmss.s |
 LW5523| LW5524 BR 002                              APPROX. 1.4 KM 1643515.6 |
 LW5523|---------------------------------------------------------------------|
 LW5523
 LW5523                          SUPERSEDED SURVEY CONTROL
 LW5523
 LW5523  NAD 83(1996)-  41 41 14.04608(N)    071 17 01.56966(W) AD(       ) 3
 LW5523  ELLIP H (08/17/98)  -13.53   (m)                       GP(       ) 4 1
 LW5523  NAD 83(1996)-  41 41 14.04577(N)    071 17 01.56919(W) AD(       ) 3
 LW5523  NAD 83(1992)-  41 41 14.04451(N)    071 17 01.56889(W) AD(       ) 3
 LW5523  ELLIP H (01/17/96)  -13.58   (m)                       GP(       ) 4 2
 LW5523  NAD 83(1992)-  41 41 14.04395(N)    071 17 01.56871(W) AD(       ) 3
 LW5523  NAD 83(1986)-  41 41 14.04459(N)    071 17 01.56841(W) AD(       ) 3
 LW5523  NGVD 29 (07/30/91)   16.34   (m)           53.6    (f) LEVELING    3  
 LW5523
 LW5523.Superseded values are not recommended for survey control.
 LW5523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5523.See file dsdata.txt to determine how the superseded data were derived.
 LW5523
 LW5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0993417571(NAD 83)
 LW5523_MARKER: DD = SURVEY DISK
 LW5523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5523_SP_SET: CONCRETE POST
 LW5523_STAMPING: BR 001 1989
 LW5523_MARK LOGO: RIGS  
 LW5523_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5523+STABILITY: SURFACE MOTION
 LW5523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5523+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 LW5523
 LW5523  HISTORY     - Date     Condition        Report By
 LW5523  HISTORY     - 1989     MONUMENTED       RIGS
 LW5523  HISTORY     - 20000726 GOOD             RIDT
 LW5523
 LW5523                          STATION DESCRIPTION
 LW5523
 LW5523'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5523'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) NORTHWEST OF BRISTOL
 LW5523'CENTER. OWNERSHIP--COLT STATE PARK.
 LW5523'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 114, HOPE STREET, AND
 LW5523'GOODING AVENUE, GO SOUTH 0.5 KM (0.30 MI) ON HIGHWAY 114 TO THE
 LW5523'ENTRANCE OF COLT STATE PARK ON RIGHT, TURN RIGHT AND GO WEST 0.4 KM
 LW5523'(0.25 MI) ON ASYLUM ROAD TO THE STATION ON THE LEFT NEAR THE SOUTH
 LW5523'EDGE OF THE ROAD.
 LW5523'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5523'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 74.1
 LW5523'M (243.1 FT) EAST FROM A WOODEN LIGHT POST, 31.7 M (104.0 FT) WEST
 LW5523'FROM THE NOSE OF THE GRANITE CURB DIVIDING THE ENTRANCE AND EXIT OF A
 LW5523'PARKING AREA, 3.2 M (10.5 FT) SOUTH FROM THE SOUTH EDGE OF THE
 LW5523'EASTBOUND ROAD LEADING OUT OF THE PARK AND 0.15 M (0.5 FT) BELOW THE
 LW5523'LEVEL OF THE ROAD.
 LW5523
 LW5523                          STATION RECOVERY (2000)
 LW5523
 LW5523'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW5523'THE STATION IS LOCATED IN BRISTOL ABOUT 1.2 MI (1.9 KM) NORTHWEST OF
 LW5523'BRISTOL CENTER, 2.95 MI (4.75 KM) SOUTH OF WARREN CENTER AND 5.0 MI
 LW5523'(8.0 KM) EAST OF WARWICK CENTER ON THE GROUNDS OF COLT STATE
 LW5523'PARK. TO REACH THE STATION FROM THE INTERSECTION OF STATE
 LW5523'HIGHWAY 114 (HOPE STREET) AND GOODING AVENUE, GO SOUTH ON STATE
 LW5523'HIGHWAY 114 FOR 0.3 MI (0.5 KM) TO AN ENTRANCE TO COLT STATE PARK ON
 LW5523'THE RIGHT.  TURN RIGHT AND GO WEST ON ASYLUM ROAD FOR 0.25 MI (0.40
 LW5523'KM) TO A TURN-AROUND AND THE STATION NEAR THE SOUTH EDGE OF
 LW5523'ASYLUM ROAD EAST.  THE STATION IS A STANDARD RIGS DISK SET INTO THE
 LW5523'TOP OF A 30 CM DIAMETER ROUND CONCRETE POST FLUSH WITH THE
 LW5523'GROUND.  IT IS 31.7 M (104.0 FT) WEST FROM THE NOSE OF THE GRANITE
 LW5523'CURB DIVIDING THE ENTRANCE AND EXIT FROM A PAVED PARKING AREA,
 LW5523'7.75 M (25.43 FT) WEST FROM A WOODEN ORNAMENTAL LIGHT POST, 3.2 M
 LW5523'(10.5 FT) SOUTH FROM THE SOUTH EDGE OF THE ASYLUM ROAD EASTBOUND
 LW5523'EXIT FROM THE PARK AND 0.15 M (0.49 FT) BELOW ROAD LEVEL.  DESCRIBED
 LW5523'BY TOM TAIT.
 LW5523'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5524 ***********************************************************************
 LW5524  DESIGNATION -  BR 002
 LW5524  PID         -  LW5524
 LW5524  STATE/COUNTY-  RI/BRISTOL
 LW5524  USGS QUAD   -  BRISTOL (1975)
 LW5524
 LW5524                         *CURRENT SURVEY CONTROL
 LW5524  ___________________________________________________________________
 LW5524* NAD 83(1996)-  41 40 28.92474(N)    071 16 44.97889(W)     ADJUSTED  
 LW5524* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 LW5524  ___________________________________________________________________
 LW5524  X           -   1,531,313.286 (meters)                     COMP
 LW5524  Y           -  -4,518,657.770 (meters)                     COMP
 LW5524  Z           -   4,218,666.452 (meters)                     COMP
 LW5524  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 LW5524  ELLIP HEIGHT-         -27.61  (meters)          (06/13/02) GPS OBS
 LW5524  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW5524
 LW5524  HORZ ORDER  -  THIRD
 LW5524  ELLP ORDER  -  FOURTH    CLASS II
 LW5524
 LW5524.The horizontal coordinates were established by GPS observations
 LW5524.and adjusted by the National Geodetic Survey in August 1998..
 LW5524
 LW5524.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5524
 LW5524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5524
 LW5524.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5524
 LW5524.The ellipsoidal height was determined by GPS observations
 LW5524.and is referenced to NAD 83.
 LW5524
 LW5524.The geoid height was determined by GEOID03.
 LW5524
 LW5524;                    North         East     Units Scale Factor Converg.
 LW5524;SPC RI       -    65,701.217   118,389.476   MT  0.99999791   +0 08 48.6
 LW5524;SPC RI       -   215,554.74    388,416.14   sFT  0.99999791   +0 08 48.6
 LW5524;SPC MA M     -   824,962.634   218,389.683   MT  1.00000641   +0 08 54.0
 LW5524;SPC MA M     - 2,706,564.91    716,500.15   sFT  1.00000641   +0 08 54.0
 LW5524;UTM  19      - 4,616,169.352   310,281.149   MT  1.00004295   -1 30 57.1
 LW5524
 LW5524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5524!SPC RI       -   1.00000433  x   0.99999791  =   1.00000224
 LW5524!SPC MA M     -   1.00000433  x   1.00000641  =   1.00001074
 LW5524!UTM  19      -   1.00000433  x   1.00004295  =   1.00004728
 LW5524
 LW5524:                Primary Azimuth Mark                     Grid Az
 LW5524:SPC RI       -  BR 001                                   344 26 38.0
 LW5524:SPC MA M     -  BR 001                                   344 26 32.6
 LW5524:UTM  19      -  BR 001                                   346 06 23.7
 LW5524
 LW5524|---------------------------------------------------------------------|
 LW5524| PID    Reference Object                     Distance      Geod. Az  |
 LW5524|                                                           dddmmss.s |
 LW5524| LW5523 BR 001                              APPROX. 1.4 KM 3443526.6 |
 LW5524|---------------------------------------------------------------------|
 LW5524
 LW5524                          SUPERSEDED SURVEY CONTROL
 LW5524
 LW5524  ELLIP H (08/17/98)  -27.54   (m)                       GP(       ) 4 1
 LW5524  NAD 83(1996)-  41 40 28.92444(N)    071 16 44.97843(W) AD(       ) 3
 LW5524  NAD 83(1992)-  41 40 28.92317(N)    071 16 44.97812(W) AD(       ) 3
 LW5524  ELLIP H (01/17/96)  -27.58   (m)                       GP(       ) 4 2
 LW5524  NAD 83(1992)-  41 40 28.92260(N)    071 16 44.97793(W) AD(       ) 3
 LW5524  NAD 83(1986)-  41 40 28.92323(N)    071 16 44.97756(W) AD(       ) 3
 LW5524  NGVD 29 (07/30/91)    2.4    (m)            8.     (f) GPS OBS        
 LW5524
 LW5524.Superseded values are not recommended for survey control.
 LW5524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5524.See file dsdata.txt to determine how the superseded data were derived.
 LW5524
 LW5524_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1028116169(NAD 83)
 LW5524_MARKER: DD = SURVEY DISK
 LW5524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5524_SP_SET: CONCRETE POST
 LW5524_STAMPING: BR 002 1988
 LW5524_MARK LOGO: RIGS  
 LW5524_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5524+STABILITY: SURFACE MOTION
 LW5524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5524+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1989
 LW5524
 LW5524  HISTORY     - Date     Condition        Report By
 LW5524  HISTORY     - 1988     MONUMENTED       RIGS
 LW5524  HISTORY     - 19890712 GOOD
 LW5524  HISTORY     - 19980411 GOOD             USPSQD
 LW5524  HISTORY     - 20010929 GOOD             USPSQD
 LW5524
 LW5524                          STATION DESCRIPTION
 LW5524
 LW5524'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5524'THE STATION IS LOCATED ABOUT 0.65 KM (0.40 MI) NORTHWEST OF BRISTOL
 LW5524'CENTER. OWNERSHIP--TOWN OF BRISTOL RIGHT OF WAY.
 LW5524'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 114, HOPE STREET, AND
 LW5524'CHESTNUT STREET, GO SOUTH 1.05 KM (0.65 MI) ON HIGHWAY 114 TO A FORK,
 LW5524'BEAR RIGHT AND GO SOUTH 0.15 KM (0.10 MI) ON THAMES STREET AND THE
 LW5524'STATION ON THE RIGHT.
 LW5524'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5524'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 22.5
 LW5524'M (73.8 FT) SOUTH SOUTHWEST FROM NE CO POLE 102, 9.75 M (32.0 FT) WEST
 LW5524'NORTHWEST FROM THE CENTER OF THAMES STREET, 5.8 M (19.0 FT) EAST
 LW5524'SOUTHEAST FROM THE CENTER OF A CONCRETE ROAD LEADING TO A WHARF PARK,
 LW5524'3.5 M (11.5 FT) WEST FROM THE SOUTHEAST CORNER OF A ROCK WALL PLANTER,
 LW5524'1.7 M (5.6 FT) WEST NORTHWEST FROM A FIBERGLASS WITNESS POST AND LEVEL
 LW5524'WITH THE ROAD.
 LW5524
 LW5524                          STATION RECOVERY (1989)
 LW5524
 LW5524'RECOVERED 1989
 LW5524'RECOVERED IN GOOD CONDITION.
 LW5524
 LW5524                          STATION RECOVERY (1998)
 LW5524
 LW5524'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW5524'RECOVERED IN GOOD CONDITION.
 LW5524
 LW5524                          STATION RECOVERY (2001)
 LW5524
 LW5524'RECOVERY NOTE BY US POWER SQUADRON 2001 (RP)
 LW5524'THERE WAS NO POLE 102 IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2408 ***********************************************************************
 LW2408  DESIGNATION -  BRAD
 LW2408  PID         -  LW2408
 LW2408  STATE/COUNTY-  RI/NEWPORT
 LW2408  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2408
 LW2408                         *CURRENT SURVEY CONTROL
 LW2408  ___________________________________________________________________
 LW2408* NAD 83(1996)-  41 35 24.22594(N)    071 16 30.88047(W)     ADJUSTED  
 LW2408* NAVD 88     -                                                        
 LW2408  ___________________________________________________________________
 LW2408  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 LW2408  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW2408
 LW2408  HORZ ORDER  -  THIRD
 LW2408
 LW2408.The horizontal coordinates were established by classical geodetic methods
 LW2408.and adjusted by the National Geodetic Survey in August 1998..
 LW2408
 LW2408
 LW2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2408
 LW2408.The geoid height was determined by GEOID03.
 LW2408
 LW2408;                    North         East     Units Scale Factor Converg.
 LW2408;SPC RI       -    56,301.631   118,740.083   MT  0.99999807   +0 08 57.1
 LW2408;SPC RI       -   184,716.27    389,566.42   sFT  0.99999807   +0 08 57.1
 LW2408;UTM  19      - 4,606,763.132   310,359.103   MT  1.00004259   -1 30 38.7
 LW2408
 LW2408                          SUPERSEDED SURVEY CONTROL
 LW2408
 LW2408  NAD 83(1996)-  41 35 24.22565(N)    071 16 30.88013(W) AD(       ) 4
 LW2408  NAD 83(1992)-  41 35 24.22429(N)    071 16 30.87962(W) AD(       ) 4
 LW2408  NAD 83(1992)-  41 35 24.22382(N)    071 16 30.87939(W) AD(       ) 4
 LW2408  NAD 83(1986)-  41 35 24.22409(N)    071 16 30.87773(W) AD(       ) 4
 LW2408  NAD 27      -  41 35 23.85600(N)    071 16 32.70300(W) AD(       ) 3
 LW2408
 LW2408.Superseded values are not recommended for survey control.
 LW2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2408.See file dsdata.txt to determine how the superseded data were derived.
 LW2408
 LW2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1035906763(NAD 83)
 LW2408
 LW2408  HISTORY     - Date     Condition        Report By
 LW2408  HISTORY     - 1915     MONUMENTED       CGS
 LW2408  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2408  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2408
 LW2408                          STATION DESCRIPTION
 LW2408
 LW2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2408'STATION IS ON THE W SIDE OF THE ISLAND OF RHODE ISLAND, ABOUT
 LW2408'0.6 MILE E OF THE U.S. NAVAL COAL DEPOT S OF COGGESHALL POINT,
 LW2408'500 METERS W OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LW2408'270 METERS NE OF A SHARP TURN OF THE ROAD FROM THE COAL DEPOT,
 LW2408'AND 87 METERS E OF A SMALL CREEK.  THE STATION IS ROUND, BLACK
 LW2408'TANK SETTING CLOSE TO THE GROUND ON A SIDEHILL.
 LW2408
 LW2408                          STATION RECOVERY (1935)
 LW2408
 LW2408'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2408'STATION IS LOCATED AS DESCRIBED, AND IS A STANDPIPE ABOUT 35
 LW2408'FEET IN DIAMETER AND ABOUT 50 FEET HIGH.  IT IS NOW PAINTED
 LW2408'ALUMINUM COLOR.
 LW2408'
 LW2408'IT IS ON THE LAND OF THE U.S. NAVAL FUEL STATION.  (NOTE THE
 LW2408'CHANGE FROM COAL DEPOT).
 LW2408'
 LW2408'THE SHARP TURN OF THE ROAD IS MORE EXACTLY DESCRIBED AS THE
 LW2408'HORSESHOE BEND IN THE ROAD.
 LW2408
 LW2408                          STATION RECOVERY (1956)
 LW2408
 LW2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2408'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2408'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION--
 LW2408'
 LW2408'IT IS NW OF THE INTERSECTION OF SMITH DRIVE AND BERUBE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2413 ***********************************************************************
 LW2413  DESIGNATION -  BRAD
 LW2413  PID         -  LW2413
 LW2413  STATE/COUNTY-  RI/NEWPORT
 LW2413  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2413
 LW2413                         *CURRENT SURVEY CONTROL
 LW2413  ___________________________________________________________________
 LW2413* NAD 83(1996)-  41 35 18.35393(N)    071 17 15.04287(W)     ADJUSTED  
 LW2413* NAVD 88     -                                                        
 LW2413  ___________________________________________________________________
 LW2413  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 LW2413  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW2413
 LW2413  HORZ ORDER  -  THIRD
 LW2413
 LW2413.The horizontal coordinates were established by classical geodetic methods
 LW2413.and adjusted by the National Geodetic Survey in August 1998..
 LW2413
 LW2413
 LW2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2413
 LW2413.The geoid height was determined by GEOID03.
 LW2413
 LW2413;                    North         East     Units Scale Factor Converg.
 LW2413;SPC RI       -    56,117.881   117,717.679   MT  0.99999761   +0 08 27.8
 LW2413;SPC RI       -   184,113.41    386,212.09   sFT  0.99999761   +0 08 27.8
 LW2413;UTM  19      - 4,606,609.068   309,331.758   MT  1.00004740   -1 31 07.9
 LW2413
 LW2413                          SUPERSEDED SURVEY CONTROL
 LW2413
 LW2413  NAD 83(1996)-  41 35 18.35359(N)    071 17 15.04257(W) AD(       ) 4
 LW2413  NAD 83(1992)-  41 35 18.35229(N)    071 17 15.04204(W) AD(       ) 4
 LW2413  NAD 83(1992)-  41 35 18.35182(N)    071 17 15.04179(W) AD(       ) 4
 LW2413  NAD 83(1986)-  41 35 18.35218(N)    071 17 15.04006(W) AD(       ) 4
 LW2413  NAD 27      -  41 35 17.98000(N)    071 17 16.87000(W) AD(       ) 3
 LW2413
 LW2413.Superseded values are not recommended for survey control.
 LW2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2413.See file dsdata.txt to determine how the superseded data were derived.
 LW2413
 LW2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0933206609(NAD 83)
 LW2413
 LW2413  HISTORY     - Date     Condition        Report By
 LW2413  HISTORY     - 1913     MONUMENTED       CGS
 LW2413  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2413
 LW2413                          STATION DESCRIPTION
 LW2413
 LW2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2413'STATION IS ON THE W SHORE OF THE ISLAND OF RHODE ISLAND,
 LW2413'ABOUT 200 METERS S OF COGGESHALL POINT, ON THE N SIDE OF THE
 LW2413'NAVAL COAL DEPOT AT MELVILLE.  THE STATION IS AN IRON SMOKESTACK.
 LW2413
 LW2413                          STATION RECOVERY (1935)
 LW2413
 LW2413'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2413'THE IRON SMOKESTACK AT THE NAVAL FUEL STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3082 ***********************************************************************
 LW3082  DESIGNATION -  BRADFORD WESTERLY TOWN TANK
 LW3082  PID         -  LW3082
 LW3082  STATE/COUNTY-  RI/WASHINGTON
 LW3082  USGS QUAD   -  CAROLINA (1970)
 LW3082
 LW3082                         *CURRENT SURVEY CONTROL
 LW3082  ___________________________________________________________________
 LW3082* NAD 83(1996)-  41 23 32.43537(N)    071 44 50.44060(W)     ADJUSTED  
 LW3082* NAVD 88     -                                                        
 LW3082  ___________________________________________________________________
 LW3082  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LW3082  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LW3082
 LW3082  HORZ ORDER  -  THIRD
 LW3082
 LW3082.The horizontal coordinates were established by classical geodetic methods
 LW3082.and adjusted by the National Geodetic Survey in August 1998..
 LW3082
 LW3082
 LW3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3082
 LW3082.The geoid height was determined by GEOID03.
 LW3082
 LW3082;                    North         East     Units Scale Factor Converg.
 LW3082;SPC RI       -    34,347.480    79,313.628   MT  0.99999901   -0 09 48.8
 LW3082;SPC RI       -   112,688.36    260,214.79   sFT  0.99999901   -0 09 48.8
 LW3082;UTM  19      - 4,585,955.069   270,308.453   MT  1.00024932   -1 49 02.5
 LW3082
 LW3082                          SUPERSEDED SURVEY CONTROL
 LW3082
 LW3082  NAD 83(1992)-  41 23 32.43406(N)    071 44 50.43977(W) AD(       ) 4
 LW3082  NAD 83(1986)-  41 23 32.43306(N)    071 44 50.44130(W) AD(       ) 4
 LW3082  NAD 27      -  41 23 32.07417(N)    071 44 52.20221(W) AD(       ) 3
 LW3082
 LW3082.Superseded values are not recommended for survey control.
 LW3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3082.See file dsdata.txt to determine how the superseded data were derived.
 LW3082
 LW3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7030885955(NAD 83)
 LW3082_MARKER: 53 = ELEVATED TANK
 LW3082
 LW3082  HISTORY     - Date     Condition        Report By
 LW3082  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3082  HISTORY     - 1984     GOOD             USPSQD
 LW3082  HISTORY     - 1989     GOOD             USPSQD
 LW3082  HISTORY     - 1989     GOOD             USPSQD
 LW3082
 LW3082                          STATION DESCRIPTION
 LW3082
 LW3082'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3082'STATION IS LOCATED ABOUT 1/3 MILE SOUTH OF THE SMALL VILLAGE OF
 LW3082'BRADFORD.
 LW3082'
 LW3082'TO REACH FROM THE POST OFFICE IN BRADFORD, GO SOUTH ON STATE
 LW3082'ROUTE 91 FOR 0.75 MILE TO WOODY HILL ROAD ON LEFT.  TURN LEFT
 LW3082'AND GO EAST ON WOODY HILL ROAD FOR 0.25 MILE TO STATION ON
 LW3082'RIGHT AS DESCRIBED.
 LW3082'
 LW3082'THE STATION IS A WATER TANK PAINTED BLUE, IS SUPPORTED BY 6
 LW3082'LEGS AND IS ABOUT 80 FEET HIGH.
 LW3082'
 LW3082'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
 LW3082
 LW3082                          STATION RECOVERY (1984)
 LW3082
 LW3082'RECOVERY NOTE BY US POWER SQUADRON 1984 (FW)
 LW3082'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 LW3082
 LW3082                          STATION RECOVERY (1989)
 LW3082
 LW3082'RECOVERY NOTE BY US POWER SQUADRON 1989 (AW)
 LW3082'RECOVERED IN GOOD CONDITION.
 LW3082
 LW3082                          STATION RECOVERY (1989)
 LW3082
 LW3082'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY3687 ***********************************************************************
 MY3687  DESIGNATION -  BRANCH RIVER TUPPERWARE LAB TK
 MY3687  PID         -  MY3687
 MY3687  STATE/COUNTY-  RI/PROVIDENCE
 MY3687  USGS QUAD   -  BLACKSTONE (1979)
 MY3687
 MY3687                         *CURRENT SURVEY CONTROL
 MY3687  ___________________________________________________________________
 MY3687* NAD 83(1996)-  42 00 03.93635(N)    071 33 14.66457(W)     ADJUSTED  
 MY3687* NAVD 88     -                                                        
 MY3687  ___________________________________________________________________
 MY3687  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 MY3687  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 MY3687
 MY3687  HORZ ORDER  -  THIRD
 MY3687
 MY3687.The horizontal coordinates were established by classical geodetic methods
 MY3687.and adjusted by the National Geodetic Survey in August 1998..
 MY3687
 MY3687
 MY3687.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY3687
 MY3687.The geoid height was determined by GEOID03.
 MY3687
 MY3687;                    North         East     Units Scale Factor Converg.
 MY3687;SPC RI       -   101,931.257    95,520.075   MT  0.99999400   -0 02 10.3
 MY3687;SPC RI       -   334,419.47    313,385.45   sFT  0.99999400   -0 02 10.3
 MY3687;SPC MA M     -   861,192.150   195,520.179   MT  0.99997058   -0 02 10.8
 MY3687;SPC MA M     - 2,825,427.91    641,469.12   sFT  0.99997058   -0 02 10.8
 MY3687;UTM  19      - 4,653,053.484   288,473.886   MT  1.00015059   -1 42 34.8
 MY3687
 MY3687                          SUPERSEDED SURVEY CONTROL
 MY3687
 MY3687  NAD 83(1996)-  42 00 03.93625(N)    071 33 14.66455(W) AD(       ) 4
 MY3687  NAD 83(1992)-  42 00 03.93513(N)    071 33 14.66343(W) AD(       ) 4
 MY3687  NAD 83(1992)-  42 00 03.93508(N)    071 33 14.66347(W) AD(       ) 4
 MY3687  NAD 83(1986)-  42 00 03.93473(N)    071 33 14.66233(W) AD(       ) 4
 MY3687  NAD 27      -  42 00 03.58175(N)    071 33 16.43556(W) AD(       ) 3
 MY3687
 MY3687.Superseded values are not recommended for survey control.
 MY3687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY3687.See file dsdata.txt to determine how the superseded data were derived.
 MY3687
 MY3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8847453053(NAD 83)
 MY3687_MARKER: 51 = TANK
 MY3687_SETTING: 0 = UNSPECIFIED SETTING
 MY3687
 MY3687  HISTORY     - Date     Condition        Report By
 MY3687  HISTORY     - 1968     FIRST OBSERVED   CGS
 MY3687  HISTORY     - 1986     GOOD             RIGS
 MY3687
 MY3687                          STATION DESCRIPTION
 MY3687
 MY3687'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 MY3687'THE STATION, BRANCH RIVER TUPPERWARE COMPANY LABORATORY WATER
 MY3687'TANK, IS THE TOP CENTER OF THE SILVER CYLINDRICAL TANK WHICH IS
 MY3687'SUPPORTED BY 4 STEEL LEGS AND IS ABOUT 70 FEET IN HEIGHT.
 MY3687'
 MY3687'TO REACH THE STATION FROM WHERE STATE HIGHWAY 146A CROSSES
 MY3687'OVER STATE HIGHWAY 146 (JUST EAST OF SLATERSVILLE) GO EAST ON
 MY3687'STATE HIGHWAY 146A FOR 0.4 MILE TO THE STATION ON THE LEFT ON
 MY3687'TOP OF HILL.
 MY3687
 MY3687                          STATION RECOVERY (1986)
 MY3687
 MY3687'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 MY3687'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3490 ***********************************************************************
 LW3490  DESIGNATION -  BRANCH RIVER WOOL COMBING TK
 LW3490  PID         -  LW3490
 LW3490  STATE/COUNTY-  RI/PROVIDENCE
 LW3490  USGS QUAD   -  GEORGIAVILLE (1975)
 LW3490
 LW3490                         *CURRENT SURVEY CONTROL
 LW3490  ___________________________________________________________________
 LW3490* NAD 83(1996)-  41 59 45.94186(N)    071 33 05.02424(W)     ADJUSTED  
 LW3490* NAVD 88     -                                                        
 LW3490  ___________________________________________________________________
 LW3490  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 LW3490  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LW3490
 LW3490  HORZ ORDER  -  THIRD
 LW3490
 LW3490.The horizontal coordinates were established by classical geodetic methods
 LW3490.and adjusted by the National Geodetic Survey in August 1998..
 LW3490
 LW3490
 LW3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3490
 LW3490.The geoid height was determined by GEOID03.
 LW3490
 LW3490;                    North         East     Units Scale Factor Converg.
 LW3490;SPC RI       -   101,375.928    95,741.600   MT  0.99999397   -0 02 03.8
 LW3490;SPC RI       -   332,597.52    314,112.23   sFT  0.99999397   -0 02 03.8
 LW3490;SPC MA M     -   860,636.833   195,741.697   MT  0.99997089   -0 02 04.3
 LW3490;SPC MA M     - 2,823,606.01    642,195.88   sFT  0.99997089   -0 02 04.3
 LW3490;UTM  19      - 4,652,491.834   288,679.131   MT  1.00014953   -1 42 27.8
 LW3490
 LW3490                          SUPERSEDED SURVEY CONTROL
 LW3490
 LW3490  NAD 83(1996)-  41 59 45.94178(N)    071 33 05.02422(W) AD(       ) 4
 LW3490  NAD 83(1992)-  41 59 45.94065(N)    071 33 05.02311(W) AD(       ) 4
 LW3490  NAD 83(1992)-  41 59 45.94060(N)    071 33 05.02316(W) AD(       ) 4
 LW3490  NAD 83(1986)-  41 59 45.94020(N)    071 33 05.02203(W) AD(       ) 4
 LW3490  NAD 27      -  41 59 45.58515(N)    071 33 06.79436(W) AD(       ) 3
 LW3490
 LW3490.Superseded values are not recommended for survey control.
 LW3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3490.See file dsdata.txt to determine how the superseded data were derived.
 LW3490
 LW3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8867952492(NAD 83)
 LW3490_MARKER: 51 = TANK
 LW3490_SETTING: 0 = UNSPECIFIED SETTING
 LW3490
 LW3490  HISTORY     - Date     Condition        Report By
 LW3490  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3490  HISTORY     - 1986     GOOD             RIGS
 LW3490
 LW3490                          STATION DESCRIPTION
 LW3490
 LW3490'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3490'THE STATION, BRANCH RIVER WOOL COMBING COMPANY WATER TANK, IS
 LW3490'THE TOP CENTER OF THE SILVER CYLINDRICAL TANK WHICH IS
 LW3490'SUPPORTED BY 4 STEEL LEGS AND IS ABOUT 90 FEET IN HEIGHT.
 LW3490'
 LW3490'TO REACH THE STATION FROM WHERE STATE HIGHWAY 146A CROSSES OVER
 LW3490'STATE HIGHWAY 146 (JUST EAST OF SLATERSVILLE) GO EAST ON STATE
 LW3490'HIGHWAY 146A FOR 0.65 MILE TO THE ENTRANCE TO THE BRANCH RIVER WOOL
 LW3490'COMBING CO. ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.2 MILE
 LW3490'TO THE STATION BEHIND LARGE BUILDING.
 LW3490
 LW3490                          STATION RECOVERY (1986)
 LW3490
 LW3490'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW3490'RECOVERED AS DESCRIBED.
 LW3490'LARGE LETTERING ON TANK NOW READS, BRANCH RIVER INDUSTRIAL PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2901 ***********************************************************************
 LW2901  DESIGNATION -  BRENTON
 LW2901  PID         -  LW2901
 LW2901  STATE/COUNTY-  RI/NEWPORT
 LW2901  USGS QUAD   -  NEWPORT (1975)
 LW2901
 LW2901                         *CURRENT SURVEY CONTROL
 LW2901  ___________________________________________________________________
 LW2901* NAD 83(1996)-  41 26 59.82071(N)    071 21 18.87598(W)     ADJUSTED  
 LW2901* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2901  ___________________________________________________________________
 LW2901  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 LW2901  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW2901
 LW2901  HORZ ORDER  -  SECOND
 LW2901
 LW2901.The horizontal coordinates were established by classical geodetic methods
 LW2901.and adjusted by the National Geodetic Survey in August 1998..
 LW2901
 LW2901.The orthometric height was scaled from a topographic map.
 LW2901
 LW2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2901
 LW2901.The geoid height was determined by GEOID03.
 LW2901
 LW2901;                    North         East     Units Scale Factor Converg.
 LW2901;SPC RI       -    40,725.987   112,095.855   MT  0.99999555   +0 05 45.0
 LW2901;SPC RI       -   133,615.18    367,767.82   sFT  0.99999555   +0 05 45.0
 LW2901;UTM  19      - 4,591,385.246   303,266.641   MT  1.00007633   -1 33 34.5
 LW2901
 LW2901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2901!SPC RI       -   1.00000382  x   0.99999555  =   0.99999937
 LW2901!UTM  19      -   1.00000382  x   1.00007633  =   1.00008015
 LW2901
 LW2901|---------------------------------------------------------------------|
 LW2901| PID    Reference Object                     Distance      Geod. Az  |
 LW2901|                                                           dddmmss.s |
 LW2901| LW2846 TOWER 9                             242.082 METERS 07450     |
 LW2901| CB7153 BRENTON RM 1                         25.476 METERS 20110     |
 LW2901| LW2981 BEAVER                              APPROX. 3.7 KM 2705814.0 |
 LW2901| CB7154 BRENTON RM 2                         24.390 METERS 29257     |
 LW2901| LW2865 WEST TOWER                          184.022 METERS 34133     |
 LW2901|---------------------------------------------------------------------|
 LW2901
 LW2901                          SUPERSEDED SURVEY CONTROL
 LW2901
 LW2901  NAD 83(1996)-  41 26 59.82025(N)    071 21 18.87504(W) AD(       ) 2
 LW2901  NAD 83(1992)-  41 26 59.81916(N)    071 21 18.87537(W) AD(       ) 2
 LW2901  NAD 83(1992)-  41 26 59.81851(N)    071 21 18.87489(W) AD(       ) 2
 LW2901  NAD 83(1986)-  41 26 59.81844(N)    071 21 18.87256(W) AD(       ) 2
 LW2901  NAD 27      -  41 26 59.45100(N)    071 21 20.67700(W) AD(       ) 2
 LW2901
 LW2901.Superseded values are not recommended for survey control.
 LW2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2901.See file dsdata.txt to determine how the superseded data were derived.
 LW2901
 LW2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0326791385(NAD 83)
 LW2901_MARKER: DS = TRIANGULATION STATION DISK
 LW2901_SETTING: 0 = UNSPECIFIED SETTING
 LW2901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2901
 LW2901  HISTORY     - Date     Condition        Report By
 LW2901  HISTORY     - 1943     MONUMENTED       CGS
 LW2901  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW2901
 LW2901                          STATION DESCRIPTION
 LW2901
 LW2901'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2901'THE STATION IS ABOUT 3-1/2 MI. SW OF NEWPORT, ON BRENTON POINT.
 LW2901'IT IS ON THE LAWN OF THE BUDLONG ESTATE (NOW OCCUPIED BY THE U.S.
 LW2901'ARMY), 131 FT. N OF THE OUTSIDE FACE OF ONE STONE FENCE, AND 82
 LW2901'FT. E OF ANOTHER.  SURFACE STATION MARK IS A STANDARD STATION
 LW2901'DISK, STAMPED BRENTON 1943 AND SET IN THE TOP OF A CONCRETE POST
 LW2901'FLUSH WITH THE GROUND.
 LW2901'
 LW2901'THE UNDERGROUND MARK IS A STANDARD DISK SET IN THE TOP OF A
 LW2901'CONCRETE POST.
 LW2901'
 LW2901'REFERENCE MARK 1 IS SW OF THE STATION, IN THE E EDGE OF A DENSE
 LW2901'ROSE GARDEN, 21 FT. E-SE OF THE CENTER OF A MANHOLE COVER OVER A
 LW2901'STORM SEWER INTAKE.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED
 LW2901'BRENTON NO 1 1943 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LW2901'THE GROUND.
 LW2901'
 LW2901'REFERENCE MARK 2 IS IN THE SAME EDGE OF THE SAME ROSE GARDEN.  IT
 LW2901'IS A STANDARD REFERENCE-MARK DISK, STAMPED BRENTON NO 2 1943 AND
 LW2901'SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 LW2901'
 LW2901'TO REACH THE STATION FROM THE NEWPORT POST OFFICE, GO S ON THAMES
 LW2901'STREET FOR 0.5 MI. AND TURN RIGHT ONTO WELLINGTON AVENUE, THENCE
 LW2901'0.85 MI. TO A CROSSROAD AND TURN RIGHT, THENCE 0.45 MI. TO A
 LW2901'T-INTERSECTION AND TURN RIGHT, THENCE 0.4 MI. AND TAKE THE RIGHT
 LW2901'FORK, THENCE 0.5 MI. (OR 0.4 MI. PAST THE ENTRANCE ROAD TO FORT
 LW2901'ADAMS) AND TAKE THE RIGHT FORK, THENCE 0.75 MI. TO A
 LW2901'T-INTERSECTION AND TURN RIGHT, THENCE 0.85 MI. TO A SHARP LEFT
 LW2901'TURN AT THE END OF A SHORT SEAWALL ON THE RIGHT AND THE STATION ON
 LW2901'THE LEFT.
 LW2901'
 LW2901'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW2901
 LW2901                          STATION RECOVERY (1954)
 LW2901
 LW2901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2901'LOST.  THE AREA WAS SEARCHED, BUT NONE OF THE MARKS WERE
 LW2901'RECOVERED.  IT IS BELIEVED THE STATION IS IN PLACE AND COULD BE
 LW2901'FOUND BY MORE EXTENSIVE SURVEY METHODS.  THE LAWN APPEARS TO HAVE
 LW2901'BEEN ABANDONED AND IS NOW COVERED WITH THICK HIGH GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2992 ***********************************************************************
 LW2992  DESIGNATION -  BRENTON REEF LIGHT
 LW2992  PID         -  LW2992
 LW2992  STATE/COUNTY-  RI/WASHINGTON
 LW2992  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2992
 LW2992                         *CURRENT SURVEY CONTROL
 LW2992  ___________________________________________________________________
 LW2992* NAD 83(1996)-  41 25 35.44365(N)    071 23 20.15341(W)     ADJUSTED  
 LW2992* NAVD 88     -                                                        
 LW2992  ___________________________________________________________________
 LW2992  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 LW2992  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LW2992
 LW2992  HORZ ORDER  -  THIRD
 LW2992
 LW2992.The horizontal coordinates were established by classical geodetic methods
 LW2992.and adjusted by the National Geodetic Survey in August 1998..
 LW2992.No horizontal observational check was made to the station.
 LW2992
 LW2992
 LW2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2992
 LW2992.The geoid height was determined by GEOID03.
 LW2992
 LW2992;                    North         East     Units Scale Factor Converg.
 LW2992;SPC RI       -    38,118.754   109,284.213   MT  0.99999481   +0 04 24.6
 LW2992;SPC RI       -   125,061.28    358,543.29   sFT  0.99999481   +0 04 24.6
 LW2992;UTM  19      - 4,588,860.084   300,380.616   MT  1.00009041   -1 34 52.2
 LW2992
 LW2992                          SUPERSEDED SURVEY CONTROL
 LW2992
 LW2992  NAD 83(1996)-  41 25 35.44308(N)    071 23 20.15233(W) AD(       ) 4
 LW2992  NAD 83(1992)-  41 25 35.44215(N)    071 23 20.15281(W) AD(       ) 4
 LW2992  NAD 83(1992)-  41 25 35.44137(N)    071 23 20.15232(W) AD(       ) 4
 LW2992  NAD 83(1986)-  41 25 35.44112(N)    071 23 20.15030(W) AD(       ) 4
 LW2992  NAD 27      -  41 25 35.07100(N)    071 23 21.97000(W) AD(       ) 3
 LW2992
 LW2992.Superseded values are not recommended for survey control.
 LW2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2992.See file dsdata.txt to determine how the superseded data were derived.
 LW2992
 LW2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0038188860(NAD 83)
 LW2992_MARKER: 14 = NAVIGATION LIGHT
 LW2992
 LW2992  HISTORY     - Date     Condition        Report By
 LW2992  HISTORY     - 1962     FIRST OBSERVED   CGS
 LW2992  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2992  HISTORY     - 20010807 MARK NOT FOUND   USPSQD
 LW2992
 LW2992                          STATION DESCRIPTION
 LW2992
 LW2992'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKW)
 LW2992'THE STATION IS LOCATED NEAR BRENTON REEF ABOUT 6 MILES NORTHEAST
 LW2992'OF POINT JUDITH LIGHTHOUSE AND ABOUT 1.8 MILES SOUTH OF BEAVERTAIL
 LW2992'LIGHTHOUSE.  THE STATION IS THE LIGHT ATOP A SQUARE SUPER
 LW2992'STRUCTURE ON BLACK STEEL PILES, ABOUT 80.0 FEET ABOVE THE WATER.
 LW2992
 LW2992                          STATION RECOVERY (1994)
 LW2992
 LW2992'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2992'MARK NOT FOUND.
 LW2992
 LW2992                          STATION RECOVERY (2001)
 LW2992
 LW2992'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2992'DISMANTLED IN 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3272 ***********************************************************************
 LW3272  DESIGNATION -  BRICK SILO
 LW3272  PID         -  LW3272
 LW3272  STATE/COUNTY-  RI/WASHINGTON
 LW3272  USGS QUAD   -  WATCH HILL (1984)
 LW3272
 LW3272                         *CURRENT SURVEY CONTROL
 LW3272  ___________________________________________________________________
 LW3272* NAD 83(1996)-  41 21 32.48369(N)    071 46 29.06292(W)     ADJUSTED  
 LW3272* NAVD 88     -                                                        
 LW3272  ___________________________________________________________________
 LW3272  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 LW3272  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LW3272
 LW3272  HORZ ORDER  -  THIRD
 LW3272
 LW3272.The horizontal coordinates were established by classical geodetic methods
 LW3272.and adjusted by the National Geodetic Survey in August 1998..
 LW3272
 LW3272
 LW3272.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3272
 LW3272.The geoid height was determined by GEOID03.
 LW3272
 LW3272;                    North         East     Units Scale Factor Converg.
 LW3272;SPC RI       -    30,653.851    77,010.741   MT  1.00000025   -0 10 53.6
 LW3272;SPC RI       -   100,570.18    252,659.41   sFT  1.00000025   -0 10 53.6
 LW3272;UTM  19      - 4,582,328.489   267,899.341   MT  1.00026302   -1 50 03.5
 LW3272
 LW3272                          SUPERSEDED SURVEY CONTROL
 LW3272
 LW3272  NAD 83(1992)-  41 21 32.48238(N)    071 46 29.06207(W) AD(       ) 4
 LW3272  NAD 83(1986)-  41 21 32.48100(N)    071 46 29.06450(W) AD(       ) 4
 LW3272  NAD 27      -  41 21 32.12000(N)    071 46 30.81000(W) AD(       ) 3
 LW3272
 LW3272.Superseded values are not recommended for survey control.
 LW3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3272.See file dsdata.txt to determine how the superseded data were derived.
 LW3272
 LW3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6789982328(NAD 83)
 LW3272_MARKER: 64 = SILO
 LW3272
 LW3272  HISTORY     - Date     Condition        Report By
 LW3272  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3272  HISTORY     - 1954     GOOD             CGS
 LW3272  HISTORY     - 1984     GOOD             USPSQD
 LW3272  HISTORY     - 1989     GOOD             USPSQD
 LW3272
 LW3272                          STATION DESCRIPTION
 LW3272
 LW3272'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3272'SILO IS LOCATED ABOUT 3.3 MI. SE OF WESTERLY, 0.6 MI. N OF
 LW3272'U.S. HIGHWAY 1, AND 0.1 MI. W OF POUND ROAD.
 LW3272'
 LW3272'STATION IS ASSUMED TO BE THE FINIAL OF THE ROOF OF A RED TILE
 LW3272'SILO ABOUT 50 FT. HIGH.  (TILES ARE ABOUT 1 FT. SQUARE).
 LW3272'
 LW3272'TO REACH THE STATION FROM WESTERLY, GO E ON U.S. HIGHWAY 1 TO
 LW3272'DUNNS CORNER, THENCE LEFT (N) ON POUND ROAD FOR 0.6 MI. TO THE
 LW3272'STATION ON THE LEFT.
 LW3272
 LW3272                          STATION RECOVERY (1984)
 LW3272
 LW3272'RECOVERY NOTE BY US POWER SQUADRON 1984 (BAM)
 LW3272'STATION RECOVERED AS DESCRIBED.  STATION IS IN GOOD CONDITION.
 LW3272'
 LW3272'DESCRIPTION IS ADEQUATE AND CORRECT.
 LW3272
 LW3272                          STATION RECOVERY (1989)
 LW3272
 LW3272'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3275 ***********************************************************************
 LW3275  DESIGNATION -  BRIGHTMAN USE 1909
 LW3275  PID         -  LW3275
 LW3275  STATE/COUNTY-  RI/WASHINGTON
 LW3275  USGS QUAD   -  WATCH HILL (1984)
 LW3275
 LW3275                         *CURRENT SURVEY CONTROL
 LW3275  ___________________________________________________________________
 LW3275* NAD 83(1996)-  41 19 35.79381(N)    071 47 01.02642(W)     ADJUSTED  
 LW3275* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LW3275  ___________________________________________________________________
 LW3275  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LW3275  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW3275
 LW3275  HORZ ORDER  -  THIRD
 LW3275
 LW3275.The horizontal coordinates were established by classical geodetic methods
 LW3275.and adjusted by the National Geodetic Survey in August 1998..
 LW3275
 LW3275.The orthometric height was scaled from a topographic map.
 LW3275
 LW3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3275
 LW3275.The geoid height was determined by GEOID03.
 LW3275
 LW3275;                    North         East     Units Scale Factor Converg.
 LW3275;SPC RI       -    27,056.360    76,256.026   MT  1.00000069   -0 11 14.2
 LW3275;SPC RI       -    88,767.41    250,183.31   sFT  1.00000069   -0 11 14.2
 LW3275;SPC CT       -   207,634.639   385,702.092   MT  0.99998964   +0 38 26.8
 LW3275;SPC CT       -   681,214.64  1,265,424.28   sFT  0.99998964   +0 38 26.8
 LW3275;UTM  19      - 4,578,753.306   267,040.987   MT  1.00026794   -1 50 20.4
 LW3275
 LW3275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3275!SPC RI       -   1.00000454  x   1.00000069  =   1.00000523
 LW3275!SPC CT       -   1.00000454  x   0.99998964  =   0.99999418
 LW3275!UTM  19      -   1.00000454  x   1.00026794  =   1.00027248
 LW3275
 LW3275:                Primary Azimuth Mark                     Grid Az
 LW3275:SPC RI       -  BROWNING JM USE 1909                     255 21 32.3
 LW3275:SPC CT       -  BROWNING JM USE 1909                     254 31 51.3
 LW3275:UTM  19      -  BROWNING JM USE 1909                     257 00 38.5
 LW3275
 LW3275|---------------------------------------------------------------------|
 LW3275| PID    Reference Object                     Distance      Geod. Az  |
 LW3275|                                                           dddmmss.s |
 LW3275| LW3320 BROWNING JM USE 1909                APPROX. 5.0 KM 2551018.1 |
 LW3275|---------------------------------------------------------------------|
 LW3275
 LW3275                          SUPERSEDED SURVEY CONTROL
 LW3275
 LW3275  NAD 83(1992)-  41 19 35.79249(N)    071 47 01.02563(W) AD(       ) 3
 LW3275  NAD 83(1986)-  41 19 35.79118(N)    071 47 01.02762(W) AD(       ) 3
 LW3275  NAD 27      -  41 19 35.43800(N)    071 47 02.78600(W) AD(       ) 3
 LW3275
 LW3275.Superseded values are not recommended for survey control.
 LW3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3275.See file dsdata.txt to determine how the superseded data were derived.
 LW3275
 LW3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6704178753(NAD 83)
 LW3275
 LW3275  HISTORY     - Date     Condition        Report By
 LW3275  HISTORY     - 1909     MONUMENTED       CGS
 LW3275  HISTORY     - 1912     MARK NOT FOUND   CGS
 LW3275
 LW3275                          STATION DESCRIPTION
 LW3275
 LW3275'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW3275'REPORTED DESTROYED IN 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7163 ***********************************************************************
 AA7163  DESIGNATION -  BRIS
 AA7163  PID         -  AA7163
 AA7163  STATE/COUNTY-  RI/BRISTOL
 AA7163  USGS QUAD   -  BRISTOL (1975)
 AA7163
 AA7163                         *CURRENT SURVEY CONTROL
 AA7163  ___________________________________________________________________
 AA7163* NAD 83(1996)-  41 41 13.55449(N)    071 15 25.44738(W)     ADJUSTED  
 AA7163* NAVD 88     -        44.1    (meters)     145.     (feet)  VERTCON   
 AA7163  ___________________________________________________________________
 AA7163  X           -   1,532,771.365 (meters)                     COMP
 AA7163  Y           -  -4,517,229.693 (meters)                     COMP
 AA7163  Z           -   4,219,722.803 (meters)                     COMP
 AA7163  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AA7163  ELLIP HEIGHT-          14.48  (meters)          (06/13/02) GPS OBS
 AA7163  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 AA7163
 AA7163  HORZ ORDER  -  FIRST
 AA7163  ELLP ORDER  -  FOURTH    CLASS II
 AA7163
 AA7163.The horizontal coordinates were established by GPS observations
 AA7163.and adjusted by the National Geodetic Survey in August 1998..
 AA7163
 AA7163.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7163
 AA7163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7163
 AA7163.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7163
 AA7163.The ellipsoidal height was determined by GPS observations
 AA7163.and is referenced to NAD 83.
 AA7163
 AA7163.The geoid height was determined by GEOID03.
 AA7163
 AA7163;                    North         East     Units Scale Factor Converg.
 AA7163;SPC RI       -    67,083.075   120,225.223   MT  0.99999878   +0 09 41.6
 AA7163;SPC RI       -   220,088.39    394,438.92   sFT  0.99999878   +0 09 41.6
 AA7163;UTM  19      - 4,617,497.411   312,156.298   MT  1.00003423   -1 30 05.5
 AA7163
 AA7163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7163!SPC RI       -   0.99999773  x   0.99999878  =   0.99999651
 AA7163!UTM  19      -   0.99999773  x   1.00003423  =   1.00003196
 AA7163
 AA7163                          SUPERSEDED SURVEY CONTROL
 AA7163
 AA7163  ELLIP H (08/17/98)   14.44   (m)                       GP(       ) 4 1
 AA7163  NAD 83(1996)-  41 41 13.55449(N)    071 15 25.44738(W) AD(       ) 1
 AA7163  NAD 83(1992)-  41 41 13.55294(N)    071 15 25.44648(W) AD(       ) 1
 AA7163  ELLIP H (01/17/96)   14.41   (m)                       GP(       ) 4 2
 AA7163  NAD 83(1992)-  41 41 13.55294(N)    071 15 25.44648(W) AD(       ) 1
 AA7163  NAD 83(1992)-  41 41 13.55292(N)    071 15 25.44650(W) AD(       ) 1
 AA7163  ELLIP H (08/04/95)   14.45   (m)                       GP(       ) 3 2
 AA7163  NGVD 29 (08/04/95)   44.4    (m)          146.     (f) GPS OBS        
 AA7163
 AA7163.Superseded values are not recommended for survey control.
 AA7163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7163.See file dsdata.txt to determine how the superseded data were derived.
 AA7163
 AA7163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1215617497(NAD 83)
 AA7163_MARKER: DD = SURVEY DISK
 AA7163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7163_STAMPING: BRIS 1994
 AA7163_MARK LOGO: NOS   
 AA7163_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7163+STABILITY: SURFACE MOTION
 AA7163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7163+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7163
 AA7163  HISTORY     - Date     Condition        Report By
 AA7163  HISTORY     - 1994     MONUMENTED       NOS
 AA7163
 AA7163                          STATION DESCRIPTION
 AA7163
 AA7163'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RPB)
 AA7163'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHEAST OF THE TOWN OF
 AA7163'BRISTOL, RHODE ISLAND ON THE GROUNDS OF THE RHODE ISLAND VETERAN'S
 AA7163'HOME. TO REACH FROM THE CENTER OF BRISTOL, WHERE STATE ROAD 114 AND
 AA7163'STATE STREET MEET, PROCEED NORTH ON STATE STREET FOR 0.9 MI (1.4 KM)
 AA7163'WHERE IT DEAD ENDS AT STATE ROAD 136. TURN LEFT AND PROCEED NORTH ON
 AA7163'STATE ROAD 136 0.8 MI (1.3 KM) TO THE RHODE ISLAND VETERAN'S HOME ON
 AA7163'THE RIGHT. TURN RIGHT INTO THE THE MAIN ENTRANCE AND PROCEED FOR 0.3
 AA7163'MI (0.5 KM) DOWN A TREE LINED DRIVE TO A ROUND OBSERVATION TOWER WITH
 AA7163'A SPIRE ON THE LEFT. TURN LEFT AND FOLLOW DRIVE AROUND THE SPIRE TO
 AA7163'THE BUILDING ON THE LEFT.  THIS BUILDING IS THE NEW MAIN GARAGE. THE
 AA7163'STATION IS A STANDARD NOS DISK STAMPED---BRIS 1994--- SET IN A
 AA7163'CONCRETE MONUMENT RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED ON A
 AA7163'SMALL KNOLL DIRECTLY BEHIND THE GARAGE, IT IS 33.0 M (108.3 FT) WEST
 AA7163'AND IN LINE WITH THE NORTHWEST CORNER OF THE GARAGE, 47.0 M (154.2 FT)
 AA7163'SOUTH OF A FLAG POLE OF OF A PRIVATE RESIDENCE, ADDRESS- 37
 AA7163'ANNAWAMSCUTT DR., 26.0 M (85.3 FT) SOUTHEAST OF A LARGE WILLOW TREE
 AA7163'AND 17.0 M (55.8 FT) SOUTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2337 ***********************************************************************
 LW2337  DESIGNATION -  BRISTOL
 LW2337  PID         -  LW2337
 LW2337  STATE/COUNTY-  RI/BRISTOL
 LW2337  USGS QUAD   -  BRISTOL (1975)
 LW2337
 LW2337                         *CURRENT SURVEY CONTROL
 LW2337  ___________________________________________________________________
 LW2337* NAD 83(1996)-  41 40 52.09107(N)    071 15 42.91926(W)     ADJUSTED  
 LW2337* NAVD 88     -        48.2    (meters)     158.     (feet)  VERTCON   
 LW2337  ___________________________________________________________________
 LW2337  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW2337  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW2337
 LW2337  HORZ ORDER  -  FIRST
 LW2337
 LW2337.The horizontal coordinates were established by classical geodetic methods
 LW2337.and adjusted by the National Geodetic Survey in August 1998..
 LW2337
 LW2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2337
 LW2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2337
 LW2337.The geoid height was determined by GEOID03.
 LW2337
 LW2337;                    North         East     Units Scale Factor Converg.
 LW2337;SPC RI       -    66,419.762   119,822.992   MT  0.99999858   +0 09 29.9
 LW2337;SPC RI       -   217,912.17    393,119.27   sFT  0.99999858   +0 09 29.9
 LW2337;SPC MA M     -   825,681.223   219,823.190   MT  1.00000539   +0 09 35.7
 LW2337;SPC MA M     - 2,708,922.48    721,203.25   sFT  1.00000539   +0 09 35.7
 LW2337;UTM  19      - 4,616,846.026   311,734.971   MT  1.00003618   -1 30 16.5
 LW2337
 LW2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2337!SPC RI       -   0.99999708  x   0.99999858  =   0.99999566
 LW2337!SPC MA M     -   0.99999708  x   1.00000539  =   1.00000247
 LW2337!UTM  19      -   0.99999708  x   1.00003618  =   1.00003326
 LW2337
 LW2337:                Primary Azimuth Mark                     Grid Az
 LW2337:SPC RI       -  BRISTOL VETERANS HOME WATER TK           042 30 43.2
 LW2337:SPC MA M     -  BRISTOL VETERANS HOME WATER TK           042 30 37.4
 LW2337:UTM  19      -  BRISTOL VETERANS HOME WATER TK           044 10 29.6
 LW2337
 LW2337|---------------------------------------------------------------------|
 LW2337| PID    Reference Object                     Distance      Geod. Az  |
 LW2337|                                                           dddmmss.s |
 LW2337| LW2338 BRISTOL VETERANS HOME WATER TK      APPROX. 0.8 KM 0424013.1 |
 LW2337| LW2214 BRISTOL MT HOPE NIKE RADAR          APPROX. 2.0 KM 1120145.5 |
 LW2337| LW2401 PORTSMOUTH WATER DIST SPIPE         APPROX. 7.3 KM 1721640.1 |
 LW2337| LW2403 PORTSMOUTH WEYERHAEUSER CO TK       APPROX. 6.3 KM 1794219.6 |
 LW2337| CB7155 BRISTOL RM 1                         29.160 METERS 18256     |
 LW2337| LW2340 BRISTOL KAISER ALUM CO TANK         APPROX. 1.0 KM 2153251.6 |
 LW2337| LW2329 BRISTOL DEVELOPMENT CO TANK         APPROX. 2.0 KM 2193638.5 |
 LW2337| CB7157 BRISTOL RM 3                         64.109 METERS 22618     |
 LW2337| LW2335 BRISTOL PREMIER THREAD CO TANK      APPROX. 1.8 KM 2350758.5 |
 LW2337| LW2557 WARWICK NECK SEM WATER TOWER        APPROX. 9.6 KM 2713913.4 |
 LW2337| LW2549 WARWICK MUNICIPAL TANK              APPROX. 9.5 KM 2725021.8 |
 LW2337| CB7156 BRISTOL RM 2                         25.048 METERS 28159     |
 LW2337| LW2358 WEST BARRINGTON WATER TANK          APPROX.10.2 KM 3160614.8 |
 LW2337| LW2359 W BARRINGTON ACKMON CORP TANK       APPROX.10.5 KM 3163618.2 |
 LW2337| LW2361 W BARRINGTON RI LACE WORKS TK       APPROX.10.3 KM 3180028.7 |
 LW2337| LW2360 W BARRINGTON BRISTOL STANDPIPE      APPROX. 9.9 KM 3194013.9 |
 LW2337| LW2366 BARRINGTON CONG CHURCH SPIRE        APPROX. 8.9 KM 3280125.5 |
 LW2337| LW2638 EAST PROVIDENCE MUNICIPAL TANK      APPROX.15.8 KM 3292334.2 |
 LW2337| LW2313 WARREN WATER TOWER                  APPROX. 3.0 KM 3302728.5 |
 LW2337| LW2314 TUPELO                              APPROX. 3.0 KM 3304004.8 |
 LW2337| LW2624 E PROVIDENCE RAD WJAR SW MAST       APPROX.12.5 KM 3321438.4 |
 LW2337| LW2625 E PROVIDENCE RAD WJAR NE MAST       APPROX.12.5 KM 3330050.4 |
 LW2337| LW2622 E PROVIDENCE RAD WPRO SW MAST       APPROX.11.5 KM 3331011.1 |
 LW2337| LW2308 WARREN TOWN HALL CUPOLA             APPROX. 5.6 KM 3423154.7 |
 LW2337|---------------------------------------------------------------------|
 LW2337
 LW2337                          SUPERSEDED SURVEY CONTROL
 LW2337
 LW2337  NAD 83(1996)-  41 40 52.09075(N)    071 15 42.91900(W) AD(       ) 1
 LW2337  NAD 83(1992)-  41 40 52.08953(N)    071 15 42.91832(W) AD(       ) 1
 LW2337  NAD 83(1992)-  41 40 52.08911(N)    071 15 42.91814(W) AD(       ) 1
 LW2337  NAD 83(1986)-  41 40 52.08981(N)    071 15 42.91743(W) AD(       ) 1
 LW2337  NAD 27      -  41 40 51.71666(N)    071 15 44.73434(W) AD(       ) 1
 LW2337  NGVD 29 (07/19/86)   48.5    (m)          159.     (f) VERT ANG       
 LW2337
 LW2337.Superseded values are not recommended for survey control.
 LW2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2337.See file dsdata.txt to determine how the superseded data were derived.
 LW2337
 LW2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1173516846(NAD 83)
 LW2337_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2337+STABILITY: SURFACE MOTION
 LW2337
 LW2337  HISTORY     - Date     Condition        Report By
 LW2337  HISTORY     - 1968     MONUMENTED       CGS
 LW2337
 LW2337                          STATION DESCRIPTION
 LW2337
 LW2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2337'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHEAST OF CENTER OF
 LW2337'DOWNTOWN PROVIDENCE, 1 MILE NORTH OF CENTER OF DOWNTOWN BUSINESS
 LW2337'SECTION OF BRISTOL, 0.05 MILE WEST OF STATE HIGHWAY 136 (METACON
 LW2337'AVENUE) AND ON PROPERTY OF THE BRISTOL COUNTY WATER COMPANY ON
 LW2337'NORTHEAST SIDE OF LARGE WATER RESERVOIR TANK.
 LW2337'
 LW2337'TO REACH FROM THE POST OFFICE IN BRISTOL, GO NORTHWESTERLY ON
 LW2337'MAIN STREET (STATE HIGHWAY 114) FOR 0.4 MILE TO A SIDE STREET
 LW2337'RIGHT (WASHINGTON STREET).  TURN RIGHT AND GO EASTERLY ON
 LW2337'WASHINGTON STREET FOR 0.15 MILE TO A STOP SIGN AND HIGH
 LW2337'STREET.  TURN RIGHT AND GO SOUTH ON HIGH STREET 0.05 MILE TO
 LW2337'BAY VIEW AVENUE ON LEFT.  TURN LEFT AND GO EASTERLY ON BAY VIEW
 LW2337'AVENUE FOR 0.85 MILE TO METACOM AVENUE (STATE HIGHWAY 136).
 LW2337'TURN LEFT AND GO NORTHERLY ON METACOM AVENUE (STATE HIGHWAY 136)
 LW2337'FOR 0.1 MILE TO CARR LANE ON LEFT.  TURN LEFT AND GO WESTERLY
 LW2337'FOR 0.05 MILE TO END OF STREET, A LARGE GREEN WATER
 LW2337'RESERVOIR TANK AND STATION AS DESCRIBED.
 LW2337'
 LW2337'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 LW2337'
 LW2337'STATION MARK, STAMPED BRISTOL 1968, PROJECTS ABOUT 4 INCHES
 LW2337'ABOVE THE SURFACE OF THE GROUND.  IT IS 91.5 FEET NORTHEAST OF
 LW2337'A DRAIN VALVE ON NORTH SIDE OF WATER TANK, 49 FEET NORTHWEST OF
 LW2337'THE NORTHWEST CORNER OF A WHITE PAINTED HOUSE, 37 FEET SOUTHWEST
 LW2337'OF A FENCE CORNER, 33.5 FEET NORTHWEST OF A 12-INCH MAPLE TREE
 LW2337'AND 17.5 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 LW2337'
 LW2337'RM 1, STAMPED BRISTOL NO 1 1968, PROJECTS ABOUT 5 INCHES ABOVE
 LW2337'THE GROUND.  IT IS 39 FEET WEST OF CENTER OF GATE, 9 FEET NORTH
 LW2337'OF A 12-INCH WATER PIPE EXTENDING FROM THE EAST SIDE OF WATER
 LW2337'TANK, 2 FEET EAST OF THE LARGE WATER TANK AND 1.9 FEET NORTHEAST
 LW2337'OF A METAL WITNESS POST.
 LW2337'
 LW2337'RM 2, STAMPED BRISTOL NO 2 1968, PROJECTS ABOUT 6 INCHES.  IT
 LW2337'IS 96.5 FEET NORTH OF A DRAIN VALVE ON NORTH SIDE OF WATER TANK,
 LW2337'1.7 FEET EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 LW2337'
 LW2337'RM 3, STAMPED BRISTOL NO 3 1968, PROJECTS ABOUT 6 INCHES.  IT
 LW2337'IS 43 FEET NORTHWEST OF A DRAIN VALVE ON WEST SIDE OF WATER TANK,
 LW2337'2.2 FEET EAST OF FENCE, 2.2 FEET NORTHEAST OF METAL WITNESS POST
 LW2337'AND 25 FEET NORTHWEST OF POWER LINE POLE NUMBER 2 1/2.
 LW2337'
 LW2337'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2329 ***********************************************************************
 LW2329  DESIGNATION -  BRISTOL DEVELOPMENT CO TANK
 LW2329  PID         -  LW2329
 LW2329  STATE/COUNTY-  RI/BRISTOL
 LW2329  USGS QUAD   -  BRISTOL (1975)
 LW2329
 LW2329                         *CURRENT SURVEY CONTROL
 LW2329  ___________________________________________________________________
 LW2329* NAD 83(1996)-  41 40 01.18527(N)    071 16 39.09971(W)     ADJUSTED  
 LW2329* NAVD 88     -                                                        
 LW2329  ___________________________________________________________________
 LW2329  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 LW2329  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW2329
 LW2329  HORZ ORDER  -  THIRD
 LW2329
 LW2329.The horizontal coordinates were established by classical geodetic methods
 LW2329.and adjusted by the National Geodetic Survey in August 1998..
 LW2329
 LW2329
 LW2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2329
 LW2329.The geoid height was determined by GEOID03.
 LW2329
 LW2329;                    North         East     Units Scale Factor Converg.
 LW2329;SPC RI       -    64,845.755   118,527.676   MT  0.99999797   +0 08 52.4
 LW2329;SPC RI       -   212,748.11    388,869.55   sFT  0.99999797   +0 08 52.4
 LW2329;SPC MA M     -   824,107.168   218,527.907   MT  1.00000764   +0 08 58.0
 LW2329;SPC MA M     - 2,703,758.27    716,953.64   sFT  1.00000764   +0 08 58.0
 LW2329;UTM  19      - 4,615,310.203   310,394.475   MT  1.00004242   -1 30 52.4
 LW2329
 LW2329                          SUPERSEDED SURVEY CONTROL
 LW2329
 LW2329  NAD 83(1996)-  41 40 01.18499(N)    071 16 39.09944(W) AD(       ) 4
 LW2329  NAD 83(1992)-  41 40 01.18372(N)    071 16 39.09878(W) AD(       ) 4
 LW2329  NAD 83(1992)-  41 40 01.18327(N)    071 16 39.09862(W) AD(       ) 4
 LW2329  NAD 83(1986)-  41 40 01.18387(N)    071 16 39.09779(W) AD(       ) 4
 LW2329  NAD 27      -  41 40 00.80990(N)    071 16 40.91524(W) AD(       ) 3
 LW2329
 LW2329.Superseded values are not recommended for survey control.
 LW2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2329.See file dsdata.txt to determine how the superseded data were derived.
 LW2329
 LW2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1039415310(NAD 83)
 LW2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2329+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2005
 LW2329
 LW2329  HISTORY     - Date     Condition        Report By
 LW2329  HISTORY     - 1968     MONUMENTED       CGS
 LW2329  HISTORY     - 1988     GOOD             USPSQD
 LW2329  HISTORY     - 19980411 GOOD             USPSQD
 LW2329  HISTORY     - 20050203 GOOD             USPSQD
 LW2329
 LW2329                          STATION DESCRIPTION
 LW2329
 LW2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2329'THE STATION, BRISTOL DEVELOPMENT COMPANY WATER TANK, IS THE TOP
 LW2329'CENTER OF THE SILVER CYLINDRICAL TANK WHICH IS SUPPORTED BY 4
 LW2329'STEEL LEGS AND IS ABOUT 100 FEET IN HEIGHT.
 LW2329'
 LW2329'THE STATION IS LOCATED AT THE REAR OF THE MAGIC CARPET CO. PLANT
 LW2329'IN WEST SECTION OF BRISTOL AT THE INTERSECTION OF THAMES STREET
 LW2329'AND CONSTITUTION STREET.
 LW2329
 LW2329                          STATION RECOVERY (1988)
 LW2329
 LW2329'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW2329'RECOVERED IN GOOD CONDITION.
 LW2329
 LW2329                          STATION RECOVERY (1998)
 LW2329
 LW2329'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2329'RECOVERED IN GOOD CONDITION.
 LW2329
 LW2329                          STATION RECOVERY (2005)
 LW2329
 LW2329'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW2329'TANK AND LEGS ARE RUSTED BUT UNIT APPEARS STRUCTURALLY SOUND. BUILDING
 LW2329'HOUSES THE ROBIN RUG CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2357 ***********************************************************************
 LW2357  DESIGNATION -  BRISTOL FERRY LIGHTHOUSE
 LW2357  PID         -  LW2357
 LW2357  STATE/COUNTY-  RI/BRISTOL
 LW2357  USGS QUAD   -  BRISTOL (1975)
 LW2357
 LW2357                         *CURRENT SURVEY CONTROL
 LW2357  ___________________________________________________________________
 LW2357* NAD 83(1996)-  41 38 34.26425(N)    071 15 36.91583(W)     ADJUSTED  
 LW2357* NAVD 88     -                                                        
 LW2357  ___________________________________________________________________
 LW2357  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW2357  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW2357
 LW2357  HORZ ORDER  -  THIRD
 LW2357
 LW2357.The horizontal coordinates were established by classical geodetic methods
 LW2357.and adjusted by the National Geodetic Survey in August 1998..
 LW2357
 LW2357
 LW2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2357
 LW2357.The geoid height was determined by GEOID03.
 LW2357
 LW2357;                    North         East     Units Scale Factor Converg.
 LW2357;SPC RI       -    62,167.954   119,973.669   MT  0.99999866   +0 09 33.5
 LW2357;SPC RI       -   203,962.70    393,613.61   sFT  0.99999866   +0 09 33.5
 LW2357;UTM  19      - 4,612,591.477   311,762.249   MT  1.00003606   -1 30 08.4
 LW2357
 LW2357                          SUPERSEDED SURVEY CONTROL
 LW2357
 LW2357  NAD 83(1996)-  41 38 34.26413(N)    071 15 36.91569(W) AD(       ) 4
 LW2357  NAD 83(1992)-  41 38 34.26263(N)    071 15 36.91467(W) AD(       ) 4
 LW2357  NAD 83(1992)-  41 38 34.26202(N)    071 15 36.91494(W) AD(       ) 4
 LW2357  NAD 83(1986)-  41 38 34.26243(N)    071 15 36.91362(W) AD(       ) 4
 LW2357  NAD 27      -  41 38 33.89000(N)    071 15 38.74900(W) AD(       ) 3
 LW2357
 LW2357.Superseded values are not recommended for survey control.
 LW2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2357.See file dsdata.txt to determine how the superseded data were derived.
 LW2357
 LW2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1176212591(NAD 83)
 LW2357
 LW2357  HISTORY     - Date     Condition        Report By
 LW2357  HISTORY     - UNK      MONUMENTED
 LW2357  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2357  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2357  HISTORY     - 1988     GOOD             USPSQD
 LW2357  HISTORY     - 19980411 GOOD             USPSQD
 LW2357
 LW2357                          STATION DESCRIPTION
 LW2357
 LW2357'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2357'THIS STRUCTURE IS NO LONGER USED AS A LIGHTHOUSE.  IT STANDS
 LW2357'CLOSE TO THE SHORE, A LITTLE TO THE W OF THE LARGE PIERS
 LW2357'SUPPORTING THE APPROACH TO MOUNT HOPE BRIDGE.  IT IS A SQUARE
 LW2357'BRICK TOWER ATTACHED TO A BRICK HOUSE NOW USED AS A SUMMER
 LW2357'RESIDENCE.
 LW2357
 LW2357                          STATION RECOVERY (1956)
 LW2357
 LW2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2357'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2357'DESCRIPTION IS ADEQUATE.
 LW2357
 LW2357                          STATION RECOVERY (1988)
 LW2357
 LW2357'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNS)
 LW2357'RECOVERED IN GOOD CONDITION.
 LW2357
 LW2357                          STATION RECOVERY (1998)
 LW2357
 LW2357'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2333 ***********************************************************************
 LW2333  DESIGNATION -  BRISTOL KAISER ALUM CO STACK
 LW2333  PID         -  LW2333
 LW2333  STATE/COUNTY-  RI/BRISTOL
 LW2333  USGS QUAD   -  BRISTOL (1975)
 LW2333
 LW2333                         *CURRENT SURVEY CONTROL
 LW2333  ___________________________________________________________________
 LW2333* NAD 83(1996)-  41 40 22.42047(N)    071 16 15.78971(W)     ADJUSTED  
 LW2333* NAVD 88     -                                                        
 LW2333  ___________________________________________________________________
 LW2333  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 LW2333  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW2333
 LW2333  HORZ ORDER  -  THIRD
 LW2333
 LW2333.The horizontal coordinates were established by classical geodetic methods
 LW2333.and adjusted by the National Geodetic Survey in August 1998..
 LW2333
 LW2333
 LW2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2333
 LW2333.The geoid height was determined by GEOID03.
 LW2333
 LW2333;                    North         East     Units Scale Factor Converg.
 LW2333;SPC RI       -    65,502.310   119,065.179   MT  0.99999822   +0 09 08.0
 LW2333;SPC RI       -   214,902.16    390,633.01   sFT  0.99999822   +0 09 08.0
 LW2333;SPC MA M     -   824,763.744   219,065.397   MT  1.00000669   +0 09 13.6
 LW2333;SPC MA M     - 2,705,912.38    718,717.06   sFT  1.00000669   +0 09 13.6
 LW2333;UTM  19      - 4,615,950.915   310,950.825   MT  1.00003982   -1 30 37.5
 LW2333
 LW2333                          SUPERSEDED SURVEY CONTROL
 LW2333
 LW2333  NAD 83(1996)-  41 40 22.42030(N)    071 16 15.78969(W) AD(       ) 4
 LW2333  NAD 83(1992)-  41 40 22.41874(N)    071 16 15.78872(W) AD(       ) 4
 LW2333  NAD 83(1992)-  41 40 22.41842(N)    071 16 15.78861(W) AD(       ) 4
 LW2333  NAD 83(1986)-  41 40 22.41898(N)    071 16 15.78736(W) AD(       ) 4
 LW2333  NAD 27      -  41 40 22.04434(N)    071 16 17.60859(W) AD(       ) 3
 LW2333
 LW2333.Superseded values are not recommended for survey control.
 LW2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2333.See file dsdata.txt to determine how the superseded data were derived.
 LW2333
 LW2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1095115951(NAD 83)
 LW2333
 LW2333  HISTORY     - Date     Condition        Report By
 LW2333  HISTORY     - UNK      MONUMENTED
 LW2333  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2333  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW2333
 LW2333                          STATION DESCRIPTION
 LW2333
 LW2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2333'STATION WAS RECOVERED IN GOOD CONDITION.  A DESCRIPTION FOLLOWS--
 LW2333'
 LW2333'THE STACK IS LOCATED IN THE CITY OF BRISTOL, R. I., ON THE
 LW2333'SOUTHEAST CORNER OF BRADFORD AND WOOD STREETS.  IT IS A ROUND,
 LW2333'BRICK STACK AND IS THE PROPERTY OF THE UNITED STATES RUBBER
 LW2333'COMPANY.
 LW2333
 LW2333                          STATION RECOVERY (1958)
 LW2333
 LW2333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2333'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS
 LW2333'ATTACHED TO THE WEST END OF A BRICK BUILDING IN THE WEST EDGE OF
 LW2333'THE PLANT AREA, ABOUT 135 FEET SOUTHEAST OF THE MAIN ENTRANCE TO
 LW2333'THE PLANT (MAIN ENTRANCE IS AT THE WEST EDGE OF PLANT AREA ON WOOD
 LW2333'STREET).  IT IS IN THE WEST SECTION OF BRISTOL.  THE STACK IS OF
 LW2333'RED BRICK CONSTRUCTION AND THE OVERALL HEIGHT IS 185 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2340 ***********************************************************************
 LW2340  DESIGNATION -  BRISTOL KAISER ALUM CO TANK
 LW2340  PID         -  LW2340
 LW2340  STATE/COUNTY-  RI/BRISTOL
 LW2340  USGS QUAD   -  BRISTOL (1975)
 LW2340
 LW2340                         *CURRENT SURVEY CONTROL
 LW2340  ___________________________________________________________________
 LW2340* NAD 83(1996)-  41 40 24.95542(N)    071 16 08.78002(W)     ADJUSTED  
 LW2340* NAVD 88     -                                                        
 LW2340  ___________________________________________________________________
 LW2340  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 LW2340  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW2340
 LW2340  HORZ ORDER  -  THIRD
 LW2340
 LW2340.The horizontal coordinates were established by classical geodetic methods
 LW2340.and adjusted by the National Geodetic Survey in August 1998..
 LW2340
 LW2340
 LW2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2340
 LW2340.The geoid height was determined by GEOID03.
 LW2340
 LW2340;                    North         East     Units Scale Factor Converg.
 LW2340;SPC RI       -    65,580.951   119,227.114   MT  0.99999830   +0 09 12.7
 LW2340;SPC RI       -   215,160.17    391,164.29   sFT  0.99999830   +0 09 12.7
 LW2340;SPC MA M     -   824,842.389   219,227.331   MT  1.00000658   +0 09 18.4
 LW2340;SPC MA M     - 2,706,170.40    719,248.34   sFT  1.00000658   +0 09 18.4
 LW2340;UTM  19      - 4,616,024.826   311,114.980   MT  1.00003906   -1 30 32.9
 LW2340
 LW2340                          SUPERSEDED SURVEY CONTROL
 LW2340
 LW2340  NAD 83(1996)-  41 40 24.95526(N)    071 16 08.77977(W) AD(       ) 4
 LW2340  NAD 83(1992)-  41 40 24.95371(N)    071 16 08.77907(W) AD(       ) 4
 LW2340  NAD 83(1992)-  41 40 24.95339(N)    071 16 08.77892(W) AD(       ) 4
 LW2340  NAD 83(1986)-  41 40 24.95391(N)    071 16 08.77801(W) AD(       ) 4
 LW2340  NAD 27      -  41 40 24.58297(N)    071 16 10.61024(W) AD(       ) 3
 LW2340
 LW2340.Superseded values are not recommended for survey control.
 LW2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2340.See file dsdata.txt to determine how the superseded data were derived.
 LW2340
 LW2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1111516025(NAD 83)
 LW2340
 LW2340  HISTORY     - Date     Condition        Report By
 LW2340  HISTORY     - UNK      MONUMENTED
 LW2340  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2340  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW2340  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2340
 LW2340                          STATION DESCRIPTION
 LW2340
 LW2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2340'STATION WAS RECOVERED IN GOOD CONDITION.  A DESCRIPTION FOLLOWS--
 LW2340'
 LW2340'THE TANK IS LOCATED ON AND IS THE PROPERTY OF THE UNITED STATES
 LW2340'RUBBER COMPANY.  IT IS AN ELEVATED STEEL WATER TANK (PAINTED GRAY)
 LW2340'WITH LARGE WHITE LETTERS U.S. IN A BLACK CIRCLE AND SURROUNDED
 LW2340'BY UNITED STATES RUBBER IN BLACK LETTERS.
 LW2340
 LW2340                          STATION RECOVERY (1958)
 LW2340
 LW2340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2340'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS ABOUT
 LW2340'0.05 MILE EAST OF THE MAIN ENTRANCE TO THE PLANT, (MAIN ENTRANCE
 LW2340'IS ON THE WEST SIDE OF THE PLANT ON WOOD STREET).  IT IS SUPPORTED
 LW2340'BY A FOUR LEGGED STEEL STRUCTURE.  THE TANK AND SUPPORTING
 LW2340'STRUCTURE ARE SILVER COLORED AND THE TANK HAS THE NAME KAISER
 LW2340'ALUMINUM PAINTED IN RED LETTERS ON THE EAST AND WEST SIDES.  THE
 LW2340'OVERALL HEIGHT IS 110 FEET.
 LW2340
 LW2340                          STATION RECOVERY (1968)
 LW2340
 LW2340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2340'STATION RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2214 ***********************************************************************
 LW2214  DESIGNATION -  BRISTOL MT HOPE NIKE RADAR
 LW2214  PID         -  LW2214
 LW2214  STATE/COUNTY-  RI/BRISTOL
 LW2214  USGS QUAD   -  FALL RIVER (1979)
 LW2214
 LW2214                         *CURRENT SURVEY CONTROL
 LW2214  ___________________________________________________________________
 LW2214* NAD 83(1996)-  41 40 28.31222(N)    071 14 24.55917(W)     ADJUSTED  
 LW2214* NAVD 88     -                                                        
 LW2214  ___________________________________________________________________
 LW2214  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LW2214  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW2214
 LW2214  HORZ ORDER  -  THIRD
 LW2214
 LW2214.The horizontal coordinates were established by classical geodetic methods
 LW2214.and adjusted by the National Geodetic Survey in August 1998..
 LW2214
 LW2214
 LW2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2214
 LW2214.The geoid height was determined by GEOID03.
 LW2214
 LW2214;                    North         East     Units Scale Factor Converg.
 LW2214;SPC RI       -    65,691.378   121,637.557   MT  0.99999951   +0 10 22.0
 LW2214;SPC RI       -   215,522.46    399,072.55   sFT  0.99999951   +0 10 22.0
 LW2214;SPC MA M     -   824,952.888   221,637.789   MT  1.00000643   +0 10 28.4
 LW2214;SPC MA M     - 2,706,532.93    727,156.65   sFT  1.00000643   +0 10 28.4
 LW2214;UTM  19      - 4,616,065.270   313,527.695   MT  1.00002791   -1 29 23.7
 LW2214
 LW2214                          SUPERSEDED SURVEY CONTROL
 LW2214
 LW2214  NAD 83(1996)-  41 40 28.31196(N)    071 14 24.55904(W) AD(       ) 4
 LW2214  NAD 83(1992)-  41 40 28.31064(N)    071 14 24.55814(W) AD(       ) 4
 LW2214  NAD 83(1992)-  41 40 28.31018(N)    071 14 24.55786(W) AD(       ) 4
 LW2214  NAD 83(1986)-  41 40 28.31069(N)    071 14 24.55638(W) AD(       ) 4
 LW2214  NAD 27      -  41 40 27.93868(N)    071 14 26.38439(W) AD(       ) 3
 LW2214
 LW2214.Superseded values are not recommended for survey control.
 LW2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2214.See file dsdata.txt to determine how the superseded data were derived.
 LW2214
 LW2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1352816065(NAD 83)
 LW2214
 LW2214  HISTORY     - Date     Condition        Report By
 LW2214  HISTORY     - 1968     MONUMENTED       CGS
 LW2214
 LW2214                          STATION DESCRIPTION
 LW2214
 LW2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2214'THE STATION, BRISTOL MT. HOPE NIKE MISSILE SITE RADAR DOME, IS
 LW2214'THE TOP CENTER OF A LARGE CIRCULAR WHITE RADAR DOME WHICH IS
 LW2214'SUPPORTED BY 4 STEEL LEGS AND IS ABOUT 50 FEET IN HEIGHT.
 LW2214'
 LW2214'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 114
 LW2214'AND 138 AT THE SOUTH EDGE OF BRISTOL, GO NORTH ON STATE HIGHWAY
 LW2214'138 FOR 1.6 MILES TO TOWER STREET ON THE RIGHT.  TURN RIGHT AND GO
 LW2214'EAST ON TOWER STREET FOR 1.4 MILES TO A WIRE GATE AND ENTRANCE TO
 LW2214'NIKE MISSILE SITE (RESTRICTED AREA).  THE RADAR DOME IS ABOUT
 LW2214'400 FEET EAST OF THE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2335 ***********************************************************************
 LW2335  DESIGNATION -  BRISTOL PREMIER THREAD CO TANK
 LW2335  PID         -  LW2335
 LW2335  STATE/COUNTY-  RI/BRISTOL
 LW2335  USGS QUAD   -  BRISTOL (1975)
 LW2335
 LW2335                         *CURRENT SURVEY CONTROL
 LW2335  ___________________________________________________________________
 LW2335* NAD 83(1996)-  41 40 18.72201(N)    071 16 46.78522(W)     ADJUSTED  
 LW2335* NAVD 88     -                                                        
 LW2335  ___________________________________________________________________
 LW2335  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 LW2335  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW2335
 LW2335  HORZ ORDER  -  THIRD
 LW2335
 LW2335.The horizontal coordinates were established by classical geodetic methods
 LW2335.and adjusted by the National Geodetic Survey in August 1998..
 LW2335
 LW2335
 LW2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2335
 LW2335.The geoid height was determined by GEOID03.
 LW2335
 LW2335;                    North         East     Units Scale Factor Converg.
 LW2335;SPC RI       -    65,386.337   118,348.499   MT  0.99999789   +0 08 47.4
 LW2335;SPC RI       -   214,521.67    388,281.70   sFT  0.99999789   +0 08 47.4
 LW2335;SPC MA M     -   824,647.751   218,348.714   MT  1.00000686   +0 08 52.8
 LW2335;SPC MA M     - 2,705,531.83    716,365.74   sFT  1.00000686   +0 08 52.8
 LW2335;UTM  19      - 4,615,855.780   310,231.051   MT  1.00004318   -1 30 58.0
 LW2335
 LW2335                          SUPERSEDED SURVEY CONTROL
 LW2335
 LW2335  NAD 83(1996)-  41 40 18.72172(N)    071 16 46.78495(W) AD(       ) 4
 LW2335  NAD 83(1992)-  41 40 18.72047(N)    071 16 46.78428(W) AD(       ) 4
 LW2335  NAD 83(1992)-  41 40 18.71999(N)    071 16 46.78415(W) AD(       ) 4
 LW2335  NAD 83(1986)-  41 40 18.72057(N)    071 16 46.78339(W) AD(       ) 4
 LW2335  NAD 27      -  41 40 18.34721(N)    071 16 48.59966(W) AD(       ) 3
 LW2335
 LW2335.Superseded values are not recommended for survey control.
 LW2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2335.See file dsdata.txt to determine how the superseded data were derived.
 LW2335
 LW2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1023115856(NAD 83)
 LW2335
 LW2335  HISTORY     - Date     Condition        Report By
 LW2335  HISTORY     - 1968     MONUMENTED       CGS
 LW2335  HISTORY     - 1988     POOR             USPSQD
 LW2335  HISTORY     - 20050203 MARK NOT FOUND   USPSQD
 LW2335
 LW2335                          STATION DESCRIPTION
 LW2335
 LW2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2335'THE STATION, BRISTOL PREMIER THREAD COMPANY WATER TANK, IS THE
 LW2335'TOP CENTER OF THE SILVER CYLINDRICAL TANK WHICH IS SUPPORTED BY
 LW2335'4 STEEL LEGS AND IS ABOUT 100 FEET IN HEIGHT.
 LW2335'
 LW2335'THE STATION IS LOCATED AT THE REAR OF THE PREMIER THREAD CO. PLANT
 LW2335'IN WEST SECTION OF BRISTOL AT THE INTERSECTION OF THAMES STREET
 LW2335'AND BRADFORD STREET.
 LW2335
 LW2335                          STATION RECOVERY (1988)
 LW2335
 LW2335'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW2335'MARK RECOVERED IN POOR CONDITION.
 LW2335
 LW2335                          STATION RECOVERY (2005)
 LW2335
 LW2335'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW2335'TANK DOES NOT EXIST, AND BUILDING IS BEING RENOVATED AND CONVERTED
 LW2335'INTO CONDOMINIUMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2332 ***********************************************************************
 LW2332  DESIGNATION -  BRISTOL SQUARE STONE CH TOWER
 LW2332  PID         -  LW2332
 LW2332  STATE/COUNTY-  RI/BRISTOL
 LW2332  USGS QUAD   -  BRISTOL (1975)
 LW2332
 LW2332                         *CURRENT SURVEY CONTROL
 LW2332  ___________________________________________________________________
 LW2332* NAD 83(1996)-  41 40 17.21189(N)    071 16 15.22646(W)     ADJUSTED  
 LW2332* NAVD 88     -                                                        
 LW2332  ___________________________________________________________________
 LW2332  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 LW2332  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW2332
 LW2332  HORZ ORDER  -  THIRD
 LW2332
 LW2332.The horizontal coordinates were established by classical geodetic methods
 LW2332.and adjusted by the National Geodetic Survey in August 1998..
 LW2332
 LW2332
 LW2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2332
 LW2332.The geoid height was determined by GEOID03.
 LW2332
 LW2332;                    North         East     Units Scale Factor Converg.
 LW2332;SPC RI       -    65,341.651   119,078.635   MT  0.99999823   +0 09 08.4
 LW2332;SPC RI       -   214,375.07    390,677.15   sFT  0.99999823   +0 09 08.4
 LW2332;UTM  19      - 4,615,789.926   310,959.614   MT  1.00003978   -1 30 37.0
 LW2332
 LW2332                          SUPERSEDED SURVEY CONTROL
 LW2332
 LW2332  NAD 83(1996)-  41 40 17.21175(N)    071 16 15.22633(W) AD(       ) 4
 LW2332  NAD 83(1992)-  41 40 17.21015(N)    071 16 15.22548(W) AD(       ) 4
 LW2332  NAD 83(1992)-  41 40 17.20986(N)    071 16 15.22538(W) AD(       ) 4
 LW2332  NAD 83(1986)-  41 40 17.21030(N)    071 16 15.22454(W) AD(       ) 4
 LW2332  NAD 27      -  41 40 16.87600(N)    071 16 17.02800(W) AD(       ) 3
 LW2332
 LW2332.Superseded values are not recommended for survey control.
 LW2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2332.See file dsdata.txt to determine how the superseded data were derived.
 LW2332
 LW2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1096015790(NAD 83)
 LW2332
 LW2332  HISTORY     - Date     Condition        Report By
 LW2332  HISTORY     - UNK      MONUMENTED
 LW2332  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2332  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2332  HISTORY     - 1988     GOOD             USPSQD
 LW2332
 LW2332                          STATION DESCRIPTION
 LW2332
 LW2332'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2332'THERE ARE TWO CHURCHES IN BRISTOL WITH SQUARE STONE TOWERS.  THE
 LW2332'FIRST CONGREGATIONAL ON THE SE CORNER OF HIGH AND BRADFORD
 LW2332'STREETS WAS BUILT IN 1856 AND HAS A GRAY SQUARE STONE TOWER WITH
 LW2332'PINNACLES AT EACH OF ITS FOUR CORNERS.  ST. MICHAELS EPISCOPAL
 LW2332'ON THE NW CORNER OF HOPE AND CHURCH STREETS WAS BUILT IN 1860 AND
 LW2332'HAS A BROWN SQUARE STONE TOWER OR BELFRY ALSO WITH PINNACLES AT
 LW2332'EACH CORNER.  NEITHER SATISFY THE GEOGRAPHIC POSITION GIVEN FOR
 LW2332'THIS STATION.  AT THE APPROXIMATE POSITION IS ST. MARYS ROMAN
 LW2332'CATHOLIC ON THE SE CORNER OF WOOD AND STATE STREETS.  IT WAS
 LW2332'ERECTED IN 1911 AND HAS A SQUARE TOWER BUILT OF BUFF BRICK.
 LW2332'AT A DISTANCE, IT MIGHT BE MISTAKEN FOR STONE, AND IS PROBABLY
 LW2332'THE POINT WHICH WAS SIGHTED.
 LW2332
 LW2332                          STATION RECOVERY (1956)
 LW2332
 LW2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2332'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2332'DESCRIPTION BY THE RHODE ISLAND GEODETIC SURVEY IN 1935 IS
 LW2332'ADEQUATE.
 LW2332
 LW2332                          STATION RECOVERY (1988)
 LW2332
 LW2332'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW2332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2338 ***********************************************************************
 LW2338  DESIGNATION -  BRISTOL VETERANS HOME WATER TK
 LW2338  PID         -  LW2338
 LW2338  STATE/COUNTY-  RI/BRISTOL
 LW2338  USGS QUAD   -  BRISTOL (1975)
 LW2338
 LW2338                         *CURRENT SURVEY CONTROL
 LW2338  ___________________________________________________________________
 LW2338* NAD 83(1996)-  41 41 10.01843(N)    071 15 20.87271(W)     ADJUSTED  
 LW2338* NAVD 88     -                                                        
 LW2338  ___________________________________________________________________
 LW2338  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 LW2338  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW2338
 LW2338  HORZ ORDER  -  THIRD
 LW2338
 LW2338.The horizontal coordinates were established by classical geodetic methods
 LW2338.and adjusted by the National Geodetic Survey in August 1998..
 LW2338
 LW2338
 LW2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2338
 LW2338.The geoid height was determined by GEOID03.
 LW2338
 LW2338;                    North         East     Units Scale Factor Converg.
 LW2338;SPC RI       -    66,974.281   120,331.328   MT  0.99999883   +0 09 44.7
 LW2338;SPC RI       -   219,731.45    394,787.03   sFT  0.99999883   +0 09 44.7
 LW2338;SPC MA M     -   826,235.760   220,331.514   MT  1.00000461   +0 09 50.5
 LW2338;SPC MA M     - 2,710,741.82    722,870.98   sFT  1.00000461   +0 09 50.5
 LW2338;UTM  19      - 4,617,385.579   312,259.204   MT  1.00003376   -1 30 02.4
 LW2338
 LW2338                          SUPERSEDED SURVEY CONTROL
 LW2338
 LW2338  NAD 83(1996)-  41 41 10.01826(N)    071 15 20.87263(W) AD(       ) 4
 LW2338  NAD 83(1992)-  41 41 10.01672(N)    071 15 20.87168(W) AD(       ) 4
 LW2338  NAD 83(1992)-  41 41 10.01644(N)    071 15 20.87169(W) AD(       ) 4
 LW2338  NAD 83(1986)-  41 41 10.01720(N)    071 15 20.87080(W) AD(       ) 4
 LW2338  NAD 27      -  41 41 09.64282(N)    071 15 22.68522(W) AD(       ) 3
 LW2338
 LW2338.Superseded values are not recommended for survey control.
 LW2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2338.See file dsdata.txt to determine how the superseded data were derived.
 LW2338
 LW2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1225917386(NAD 83)
 LW2338
 LW2338  HISTORY     - Date     Condition        Report By
 LW2338  HISTORY     - 1934     MONUMENTED       CGS
 LW2338  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW2338  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2338
 LW2338                          STATION DESCRIPTION
 LW2338
 LW2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (IAM)
 LW2338'THE STATION IS ON THE WEST SIDE OF MT. HOPE BAY IN BRISTOL.  THE
 LW2338'STATION IS A FLAGPOLE ATOP THE WATER TOWER ON THE GROUNDS OF THE
 LW2338'SOLDIERS HOME, AND IS 1000 FEET E OF CHILDS STREET.
 LW2338
 LW2338                          STATION RECOVERY (1958)
 LW2338
 LW2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2338'THE STATION IS THE CENTER OF THE TOP OF A SPIRE SHAPED STRUCTURE
 LW2338'THAT SURROUNDS THE TANK.  THE TANK IS INSIDE OF A STRUCTURE WITH
 LW2338'A BLACK ROOF AND HAS A FLAG POLE ON THE TOP THAT PROJECTS ABOUT
 LW2338'15 FEET ABOVE THE SPIRE.  THE SURROUNDING STRUCTURE IS PAINTED
 LW2338'WHITE OVER SHINGLES AND HAS AN ENTRANCE ON THE SOUTH SIDE.  IT
 LW2338'IS AT THE NORTH EDGE OF BRISTOL, 0.3 MILE EAST OF STATE HIGHWAY
 LW2338'136, 0.05 MILE NORTH OF THE DRIVEWAY LEADING TO THE HOME AND IS
 LW2338'SURROUNDING BY A CIRCULAR DRIVEWAY.  THE OVERALL HEIGHT IS 75
 LW2338'FEET.
 LW2338
 LW2338                          STATION RECOVERY (1968)
 LW2338
 LW2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2338'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2331 ***********************************************************************
 LW2331  DESIGNATION -  BRISTOL WHITE METH CH SPIRE
 LW2331  PID         -  LW2331
 LW2331  STATE/COUNTY-  RI/BRISTOL
 LW2331  USGS QUAD   -  BRISTOL (1975)
 LW2331
 LW2331                         *CURRENT SURVEY CONTROL
 LW2331  ___________________________________________________________________
 LW2331* NAD 83(1996)-  41 40 15.21403(N)    071 16 30.12843(W)     ADJUSTED  
 LW2331* NAVD 88     -                                                        
 LW2331  ___________________________________________________________________
 LW2331  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 LW2331  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW2331
 LW2331  HORZ ORDER  -  THIRD
 LW2331
 LW2331.The horizontal coordinates were established by classical geodetic methods
 LW2331.and adjusted by the National Geodetic Survey in August 1998..
 LW2331
 LW2331
 LW2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2331
 LW2331.The geoid height was determined by GEOID03.
 LW2331
 LW2331;                    North         East     Units Scale Factor Converg.
 LW2331;SPC RI       -    65,279.106   118,734.084   MT  0.99999807   +0 08 58.4
 LW2331;SPC RI       -   214,169.87    389,546.74   sFT  0.99999807   +0 08 58.4
 LW2331;UTM  19      - 4,615,737.401   310,613.379   MT  1.00004140   -1 30 46.8
 LW2331
 LW2331                          SUPERSEDED SURVEY CONTROL
 LW2331
 LW2331  NAD 83(1996)-  41 40 15.21389(N)    071 16 30.12833(W) AD(       ) 4
 LW2331  NAD 83(1992)-  41 40 15.21229(N)    071 16 30.12742(W) AD(       ) 4
 LW2331  NAD 83(1992)-  41 40 15.21201(N)    071 16 30.12733(W) AD(       ) 4
 LW2331  NAD 83(1986)-  41 40 15.21244(N)    071 16 30.12669(W) AD(       ) 4
 LW2331  NAD 27      -  41 40 14.82100(N)    071 16 31.97600(W) AD(       ) 3
 LW2331
 LW2331.Superseded values are not recommended for survey control.
 LW2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2331.See file dsdata.txt to determine how the superseded data were derived.
 LW2331
 LW2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1061315737(NAD 83)
 LW2331
 LW2331  HISTORY     - Date     Condition        Report By
 LW2331  HISTORY     - UNK      MONUMENTED
 LW2331  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2331  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2331
 LW2331                          STATION DESCRIPTION
 LW2331
 LW2331'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2331'THE METHODIST EPISCOPAL CHURCH IS ON THE N SIDE OF STATE STREET,
 LW2331'E OF HOPE STREET AND W OF HIGH STREET.  BOTH CHURCH AND SPIRE ARE
 LW2331'WOOD, PAINTED WHITE.  THE OCTAGONAL SPIRE STANDS ABOVE A SQUARE
 LW2331'TOWER THROUGH WHICH IS THE ENTRANCE TO THE CHURCH.  ON TOP OF THE
 LW2331'SPIRE IS A WEATHERVANE.
 LW2331'
 LW2331'ACCORDING TO A RELIABLE HISTORIAN, PROF. WILFRED H. MUNNO, THIS
 LW2331'BUILDING WAS DEDICATED SEPTEMBER 17, 1856.  (SEE P.266 IN HIS
 LW2331'THE STORY (1880) OF MOUNT HOPE LANDS.) A PREVIOUS BUILDING WAS
 LW2331'ERECTED BY THIS CHURCH IN 1803 ON THE SW CORNER OF THE COMMONS.
 LW2331'THE GEOGRAPHIC POSITION GIVEN FOR THIS STATION IS FOR THIS BUILDING
 LW2331'AND NOT THE EARLIER ONE.  IT MAY BE POSSIBLE, THAT THE DATE
 LW2331'GIVEN FOR THIS STATION IS A TYPOGRAPHICAL ERROR, FOR IT IS
 LW2331'NOTICED THAT THE STATION IS SHOWN ON FIG. 5 NEW
 LW2331'TRIANGULATION AND NOT ON FIG. 4 OLD TRIANGULATION.  ALSO, IT IS
 LW2331'NOTICED THAT THIS STATION WAS OBSERVED FROM STATION SANDY POINT
 LW2331'WHICH WAS NOT ESTABLISHED UNTIL 1863.
 LW2331
 LW2331                          STATION RECOVERY (1956)
 LW2331
 LW2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2331'STATION DESTROYED.  THERE IS NO CHURCH OR SPIRE IN THIS VICINITY
 LW2331'TODAY.  IT WAS LEARNED THAT THE HURRICANE OF 1938 DAMAGED THIS
 LW2331'CHURCH BEYOND REPAIR AND THE REMAINDER OF IT WAS RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3024 ***********************************************************************
 LW3024  DESIGNATION -  BROAD HILL RESET
 LW3024  PID         -  LW3024
 LW3024  STATE/COUNTY-  RI/WASHINGTON
 LW3024  USGS QUAD   -  KINGSTON (1975)
 LW3024
 LW3024                         *CURRENT SURVEY CONTROL
 LW3024  ___________________________________________________________________
 LW3024* NAD 83(1996)-  41 24 39.77887(N)    071 33 41.16294(W)     ADJUSTED  
 LW3024* NAVD 88     -        67.3    (meters)     221.     (feet)  VERTCON   
 LW3024  ___________________________________________________________________
 LW3024  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 LW3024  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW3024
 LW3024  HORZ ORDER  -  FIRST
 LW3024
 LW3024.The horizontal coordinates were established by classical geodetic methods
 LW3024.and adjusted by the National Geodetic Survey in August 1998..
 LW3024
 LW3024.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3024
 LW3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3024
 LW3024.The geoid height was determined by GEOID03.
 LW3024
 LW3024;                    North         East     Units Scale Factor Converg.
 LW3024;SPC RI       -    36,397.343    94,863.503   MT  0.99999407   -0 02 26.3
 LW3024;SPC RI       -   119,413.62    311,231.34   sFT  0.99999407   -0 02 26.3
 LW3024;UTM  19      - 4,587,555.572   285,914.296   MT  1.00016408   -1 41 41.7
 LW3024
 LW3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3024!SPC RI       -   0.99999421  x   0.99999407  =   0.99998828
 LW3024!UTM  19      -   0.99999421  x   1.00016408  =   1.00015828
 LW3024
 LW3024:                Primary Azimuth Mark                     Grid Az
 LW3024:SPC RI       -  KINGSTON UNIV OF RI TANK                 019 21 48.8
 LW3024:UTM  19      -  KINGSTON UNIV OF RI TANK                 021 01 04.2
 LW3024
 LW3024|---------------------------------------------------------------------|
 LW3024| PID    Reference Object                     Distance      Geod. Az  |
 LW3024|                                                           dddmmss.s |
 LW3024| LW3031 KINGSTON UNIV OF RI TANK            APPROX. 9.0 KM 0191922.5 |
 LW3024| CB7158 BROAD HILL AZ MK                                   0210557.8 |
 LW3024| LW3010 KINGSTON CONG CH SPIRE              APPROX. 8.2 KM 0211953.1 |
 LW3024| LW3015 WAKEFIELD STANDPIPE                 APPROX. 6.3 KM 0435517.5 |
 LW3024| LW2999 BEAVERTAIL NAVRADSTA MAST           APPROX.14.8 KM 0703459.6 |
 LW3024| LW2982 BEAVERTAIL LIGHTHOUSE               APPROX.14.2 KM 0723008.6 |
 LW3024| LW2925 POINT JUDITH TANK                   APPROX. 6.9 KM 1094015.0 |
 LW3024| LW3052 PT JUDITH HBR MAIN BRKWTR W LT      APPROX. 6.8 KM 1434859.6 |
 LW3024| LW5658 BROAD HILL RM 1                       6.373 METERS 15536     |
 LW3024| CB7159 BROAD HILL RM 2 AZIMUTH                            1860624.8 |
 LW3024| LW3045 TOWER 6                             APPROX. 5.8 KM 2092441.4 |
 LW3024| LW5659 BROAD HILL RM 3                      28.389 METERS 24046     |
 LW3024|---------------------------------------------------------------------|
 LW3024
 LW3024                          SUPERSEDED SURVEY CONTROL
 LW3024
 LW3024  NAD 83(1996)-  41 24 39.77786(N)    071 33 41.16207(W) AD(       ) 1
 LW3024  NAD 83(1992)-  41 24 39.77750(N)    071 33 41.16218(W) AD(       ) 1
 LW3024  NAD 83(1992)-  41 24 39.77634(N)    071 33 41.16222(W) AD(       ) 1
 LW3024  NAD 83(1986)-  41 24 39.77615(N)    071 33 41.16189(W) AD(       ) 1
 LW3024  NAD 27      -  41 24 39.41232(N)    071 33 42.94172(W) AD(       ) 1
 LW3024  NGVD 29 (07/19/86)   67.6    (m)          222.     (f) VERT ANG       
 LW3024
 LW3024.Superseded values are not recommended for survey control.
 LW3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3024.See file dsdata.txt to determine how the superseded data were derived.
 LW3024
 LW3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8591487556(NAD 83)
 LW3024_MARKER: DS = TRIANGULATION STATION DISK
 LW3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3024_SP_SET: CONCRETE POST
 LW3024_STAMPING: BROAD HILL 1839 1932
 LW3024_MARK LOGO: CGS   
 LW3024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3024+STABILITY: SURFACE MOTION
 LW3024
 LW3024  HISTORY     - Date     Condition        Report By
 LW3024  HISTORY     - 1932     MONUMENTED       CGS
 LW3024  HISTORY     - 1913     GOOD             CGS
 LW3024  HISTORY     - 1931     GOOD             CGS
 LW3024  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LW3024  HISTORY     - 1934     GOOD             RIGS
 LW3024  HISTORY     - 1940     GOOD             CGS
 LW3024  HISTORY     - 1943     GOOD             CGS
 LW3024  HISTORY     - 1954     GOOD             CGS
 LW3024  HISTORY     - 1969     GOOD             CGS
 LW3024  HISTORY     - 19860101 GOOD             RIGS
 LW3024
 LW3024                          STATION DESCRIPTION
 LW3024
 LW3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3024'STATION IS ON A CONICAL HILL OF THE SAME NAME, ALSO KNOWN AS
 LW3024'INDIAN HILL, ABOUT 3-3/4 MILES WSW OF WAKEFIELD, 3/4 MILE NE BY
 LW3024'N OF PERRYVILLE, AND 1/8 MILE W OF A ROAD LEADING TO KINGSTON.
 LW3024'
 LW3024'THE STATION IS MARKED BY A STANDARD BRASS DISK SET IN THE TOP OF
 LW3024'A RED SANDSTONE POST, WHICH PROJECTS BUT SLIGHTLY ABOVE THE MASS
 LW3024'OF CEMENT, PLACED ABOUT IT IN 1913.
 LW3024'
 LW3024'A STANDARD REFERENCE DISK, 6.37 METERS (20.90 FEET) S BY E FROM
 LW3024'THE STATION, IS SET IN THE TOP OF A BOULDER SHOWING 18 INCHES
 LW3024'ABOVE THE GROUND.
 LW3024
 LW3024                          STATION RECOVERY (1931)
 LW3024
 LW3024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (FLG)
 LW3024'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED.  STATION
 LW3024'MARK LOOSE.
 LW3024
 LW3024                          STATION RECOVERY (1932)
 LW3024
 LW3024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW3024'THE STATION MARK WAS RECOVERED IN POOR CONDITION, AND RE-MARKED
 LW3024'BY A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED IN NOTE
 LW3024'1A, AND STAMPED BROAD HILL 1839 - 1932.  RECOVERED ONE REFERENCE
 LW3024'MARK IN GOOD CONDITION, STAMPED SAME AS STATION.  SET TWO NEW
 LW3024'REFERENCE MARKS IN STONE, STAMPED NAME AND 1932.
 LW3024'
 LW3024'TO REACH FROM WAKEFIELD POST OFFICE, GO W ON U.S. HIGHWAY 1, 5.1
 LW3024'MILES AND TURN N ON THE KINGSTON ROAD (THERE IS AN INN CALLED
 LW3024'ROCK NEST ON THE S SIDE OF THE HIGHWAY AT THIS POINT) AND CONTINUE
 LW3024'UP THIS ROAD 0.7 MILE TO A WOOD ROAD ON THE W SIDE OF THE
 LW3024'ROAD.  THIS ROAD RUNS NW TO AN OPEN FLAT FIELD WHICH IS JUST
 LW3024'BELOW THE STATION.  THE STATION IS ON THE HIGHEST KNOLL ABOUT 65
 LW3024'PACES NE OF A SMALL CEDAR, AT THE POINT WHERE THE ROAD PASSES
 LW3024'THROUGH A BREAK IN THE STONE WALL (THE ROAD IS NOT WELL
 LW3024'DEFINED HERE).  IT IS ABOUT 1/8 MILE FROM THE KINGSTON ROAD TO
 LW3024'THE STATION AND TRUCKS CANNOT BE DRIVEN TO IT.  IT IS SUGGESTED
 LW3024'THAT TRUCK DRIVERS EXAMINE THIS DIRT ROAD BEFORE DRIVING
 LW3024'UP.  A SMALL CAIRN OF ROCKS WAS PLACED ON THE E SIDE OF THE
 LW3024'KINGSTON ROAD JUST OPPOSITE THE WOOD ROAD.
 LW3024'
 LW3024'A 77-FOOT TOWER WAS USED.
 LW3024
 LW3024                          STATION RECOVERY (1934)
 LW3024
 LW3024'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3024'THE STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE AS
 LW3024'DESCRIBED IN NOTE 1A.  THE DISK IS STAMPED BROAD HILL 1839 1932.  A
 LW3024'STANDARD REFERENCE DISK WAS FOUND AS DESCRIBED AND STAMPED BROAD
 LW3024'HILL, NO. 1 1839 1932.
 LW3024
 LW3024                          STATION RECOVERY (1940)
 LW3024
 LW3024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3024'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LW3024'
 LW3024'THE STATION IS ON THE HIGHEST PART OF A KNOLL KNOWN AS BROAD
 LW3024'HILL, WHICH IS ABOUT 3-1/2 MILES WEST-SOUTHWEST OF THE TOWN OF
 LW3024'WAKEFIELD, AND ABOUT 1/8 MILE WEST OF THE KINGSTON ROAD.  THE
 LW3024'MARK, NOTE 1A, PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  THE
 LW3024'DISK IS STAMPED BROAD HILL 1839 1932.
 LW3024'
 LW3024'TO REACH THE STATION FROM THE POST OFFICE AT WAKEFIELD, DRIVE
 LW3024'WEST ON U.S. HIGHWAY NO. 1 FOR 5.1 MILES, THEN TURN RIGHT ON THE
 LW3024'KINGSTON ROAD AND DRIVE 0.8 MILE UP THE HILL TO A SMALL GLADE ON
 LW3024'THE LEFT (WEST) SIDE OF THE ROAD.  THEN WALK ABOUT 200 YARDS UP TO
 LW3024'THE TOP OF THE HILL, WHICH IS COVERED WITH SCRUB OAK AND PINE.
 LW3024'
 LW3024'REFERENCE MARK NO. 1 IS 19.43 FEET, 6.375 METERS, SOUTH-SOUTHEAST
 LW3024'OF THE STATION.  THE DISK, NOTE 12A, IS STAMPED BROAD HILL 1839
 LW3024'1932 NO. 1.  THE ROCK PROJECTS ABOUT 15 INCHES ABOVE THE GROUND.
 LW3024'
 LW3024'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ABOUT 175 YARDS SOUTH OF
 LW3024'THE STATION IN SOUTHEAST CORNER OF AN OLD CLEARED FIELD.  NO OTHER
 LW3024'PLACE IS VISIBLE FROM THE GROUND AT THIS STATION BECAUSE OF
 LW3024'TIMBER.  THE MARK, NOTE 11A, PROJECTS ABOUT 6 INCHES ABOVE THE
 LW3024'GROUND AND IS STAMPED BROAD HILL NO 2 1932.
 LW3024'
 LW3024'REFERENCE MARK NO. 3 IS 86.55 FEET, 28.40 METERS, WEST-SOUTHWEST
 LW3024'OF THE STATION.  THE DISK, NOTE 12A, IS STAMPED BROAD HILL NO 3
 LW3024'1932.  THE ROCK PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
 LW3024'
 LW3024'A 64-FOOT TOWER IS NEEDED TO CLEAR THE TREES AT THIS STATION.
 LW3024
 LW3024                          STATION RECOVERY (1943)
 LW3024
 LW3024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3024'STATION WAS RECOVERED AS DESCRIBED AND MARKS FOUND TO BE IN GOOD
 LW3024'CONDITION.
 LW3024'
 LW3024'REFERENCE MARK 2 IS FLUSH WITH THE GROUND.
 LW3024'
 LW3024'REFERENCE MARK 3 IS SET IN A LARGE BOULDER.
 LW3024
 LW3024                          STATION RECOVERY (1954)
 LW3024
 LW3024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3024'STATION, AZIMUTH MARK (REFERENCE MARK 2), AND REFERENCE MARKS
 LW3024'RECOVERED IN GOOD CONDITION.  THE 1940 RECOVERY NOTE BY P.L.B. IS
 LW3024'ADEQUATE AND COMPLETE, EXCEPT THAT THE THIRD PARAGRAPH SHOULD
 LW3024'READ--
 LW3024'
 LW3024'TO REACH THE STATION FROM THE POST OFFICE AT WAKEFIELD, DRIVE W ON
 LW3024'U.S. HIGHWAY 1 FOR 5.1 MI., TURN RIGHT ON THE KINGSTON ROAD AND
 LW3024'DRIVE 0.8 MI. UP THE HILL TO A SMALL GLADE AND THE PRIVATE DRIVE
 LW3024'OF MRS. WALLACE KENYON.  THEN WALK ABOUT 200 YDS. TO THE TOP OF
 LW3024'THE HILL, WHICH IS COVERED WITH SCRUB OAK AND PINE.
 LW3024
 LW3024                          STATION RECOVERY (1969)
 LW3024
 LW3024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3024'STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND IN
 LW3024'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO AN OLD DRILL HOLE
 LW3024'WAS TAKEN AT THIS TIME.  REFERENCE MARK 2 WAS NOT RECOVERED.  AN
 LW3024'AZ MK WAS ESTABLISHED AT THIS TIME.  THE DISTANCE TO REFERENCE
 LW3024'MARKS 1 AND 3 CHECKED WITH 1932 RECOVERY NOTE.  THE DIRECTION TO
 LW3024'REFERENCE MARKS 1 AND 3 DID NOT CHECK.  A SECOND SET OF
 LW3024'OBSERVATIONS WERE TAKEN AND THE RESULTS MEANED.  DUE TO VARIOUS
 LW3024'REASONS A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3024'
 LW3024'STATION IS LOCATED ABOUT 14 MILES EAST-NORTHEAST OF WESTERLY, 14
 LW3024'MILES SOUTHWEST OF NEWPORT, 5-1/2 MILES SOUTH-SOUTHWEST OF KINGSTON,
 LW3024'5-1/2 MILES NORTHWEST OF POINT JUDITH, 1-1/4 MILES SOUTH OF
 LW3024'TUCKERTOWN FOUR CORNERS AND ON PROPERTY OWNED BY MR. MAURICE
 LW3024'PERKINS.
 LW3024'
 LW3024'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 110 AND
 LW3024'138 IN WEST KINGSTON, GO SOUTH ON STATE HIGHWAY 110 FOR 3.8 MILES
 LW3024'TO CROSSROAD AND TUCKERTOWN ROAD ON LEFT AND WORDENS POND ROAD ON
 LW3024'RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 110 (MINISTERIAL ROAD) FOR
 LW3024'1.05 MILES TO A SURFACED ROAD LEFT (PRIVATE DRIVE).  (TO REACH
 LW3024'THE AZ MK FROM HERE, TURN LEFT ON PRIVATE DRIVE AND GO EASTERLY
 LW3024'FOR 0.1 MILE TO THE MARK ON LEFT AS DESCRIBED).  CONTINUE SOUTH ON
 LW3024'STATE HIGHWAY 110 FOR 0.15 MILE TO A PRIVATE DRIVE ON LEFT
 LW3024'AND SIGN ALFRED H. MORSE.  FROM HERE PACK UP HILL
 LW3024'WEST-SOUTHWEST FOR 0.1 MILE TO TOP OF HILL AND STATION AS
 LW3024'DESCRIBED.
 LW3024'
 LW3024'ALL MARKS ARE STANDARD DISKS.
 LW3024'
 LW3024'STATION MARK, STAMPED BROAD HILL 1839 1932, IS SET IN A SQUARE
 LW3024'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  IT IS ON THE HIGHEST
 LW3024'POINT OF HILL, 20.5 FEET SOUTHEAST OF A 9-INCH TRIANGLE BLAZED
 LW3024'PINE TREE, 15 FEET WEST OF THE 10-INCH TRIANGLE BLAZED PINE TREE
 LW3024'AND 10.8 FEET SOUTHWEST OF A METAL WITNESS POST.  (NOTE 1A)
 LW3024'
 LW3024'RM 1, STAMPED BROAD HILL NO 1 1932 1839, IS CEMENTED IN A DRILL
 LW3024'HOLE IN A SMALL BOULDER WHICH PROJECTS ABOUT 1-1/2 FEET.  IT IS 42
 LW3024'FEET SOUTH OF THE 10-INCH TRIANGLE BLAZED PINE TREE, 16 FEET
 LW3024'SOUTHWEST OF THE 9-INCH TRIANGLE BLAZED PINE TREE AND 2.3 FEET
 LW3024'SOUTH OF A METAL WITNESS POST.  (NOTE 12C)
 LW3024'
 LW3024'RM 3, STAMPED BROAD HILL NO 3 1932, IS CEMENTED IN A DRILL HOLE
 LW3024'IN TOP OF BOULDER WHICH PROJECTS ABOUT 3 FEET.  IT IS 96 FEET
 LW3024'SOUTHWEST OF THE 10-INCH TRIANGLE BLAZED PINE TREE, 9 FEET
 LW3024'NORTHWEST OF CENTER OF TRAIL AND 2.8 FEET NORTH OF A METAL
 LW3024'WITNESS POST.  (NOTE 12C)
 LW3024'
 LW3024'DRILL HOLE IS A 1/2 INCH DRILL HOLE IN A BOULDER WHICH PROJECTS
 LW3024'ABOUT 1-1/2 FEET.  IT IS AT THE EAST END OF A ROCK FENCE, 47.7
 LW3024'FEET NORTHWEST OF A METAL WITNESS POST AND 31.5 FEET NORTHEAST OF
 LW3024'THE 10-INCH TRIANGLE BLAZED PINE TREE.
 LW3024'
 LW3024'AZ MK, STAMPED BROAD HILL 1839 1969, IS CEMENTED IN A 3 BY 5 FOOT
 LW3024'BOULDER WHICH PROJECTS ABOUT 3 FEET.  IT IS 46 FEET NORTHEAST OF
 LW3024'CENTER OF SURFACED DRIVEWAY, 34.5 FEET NORTH-NORTHEAST OF A
 LW3024'12-INCH OAK TREE, 7 FEET NORTH OF A TWIN TRUNK OAK TREE AND 5.2
 LW3024'FEET SOUTH OF A METAL WITNESS POST.  (NOTE 17C)
 LW3024'
 LW3024'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 LW3024'
 LW3024'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3024'5-1/2 MILES NORTHWEST OF PT. JUDITH.
 LW3024
 LW3024                          STATION RECOVERY (1986)
 LW3024
 LW3024'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW3024'THE STATION IS LOCATED ABOUT 14 MILES EAST NORTHEAST OF WESTERLY, 14
 LW3024'MILES SOUTHWEST OF NEWPORT, AND 1.25 MILES SOUTH OF TUCKERTOWN.  TO
 LW3024'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 LW3024'HIGHWAY 110, GO NORTH FOR 1.6 KM (1.0 MI) ON HIGHWAY 110 TO A PRIVATE
 LW3024'DRIVE RIGHT AND A SIGN READING ALFRED H. MORSE.  FROM HERE PACK UP
 LW3024'BROAD HILL WEST SOUTHWEST FOR O.16 KM (0.1 MI) TO THE TOP OF THE HILL
 LW3024'AND THE STATION.  THE STATION IS ON THE HIGHEST POINT OF THE HILL,
 LW3024'6.25 M (20.5 FT) SOUTHEAST OF A 9-INCH TRIANGLE BLAZED PINE TREE,
 LW3024'4.57 M (15.0 FT) WEST OF A 10-INCH TRIANGLE BLAZED PINE TREE AND 3.29
 LW3024'M (10.8 FT) SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0505 ***********************************************************************
 LW0505  DESIGNATION -  BROWN
 LW0505  PID         -  LW0505
 LW0505  STATE/COUNTY-  RI/NEWPORT
 LW0505  USGS QUAD   -  TIVERTON (1975)
 LW0505
 LW0505                         *CURRENT SURVEY CONTROL
 LW0505  ___________________________________________________________________
 LW0505* NAD 83(1996)-  41 35 11.92652(N)    071 11 42.03151(W)     ADJUSTED  
 LW0505* NAVD 88     -        30.896  (meters)     101.36   (feet)  ADJUSTED  
 LW0505  ___________________________________________________________________
 LW0505  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 LW0505  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW0505  DYNAMIC HT  -          30.886 (meters)     101.33  (feet)  COMP
 LW0505  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 LW0505
 LW0505  HORZ ORDER  -  FIRST
 LW0505  VERT ORDER  -  SECOND    CLASS 0
 LW0505
 LW0505.The horizontal coordinates were established by classical geodetic methods
 LW0505.and adjusted by the National Geodetic Survey in August 1998..
 LW0505
 LW0505.The orthometric height was determined by differential leveling
 LW0505.and adjusted by the National Geodetic Survey in June 1991..
 LW0505
 LW0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0505
 LW0505.The geoid height was determined by GEOID03.
 LW0505
 LW0505.The dynamic height is computed by dividing the NAVD 88
 LW0505.geopotential number by the normal gravity value computed on the
 LW0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0505.degrees latitude (g = 980.6199 gals.).
 LW0505
 LW0505.The modeled gravity was interpolated from observed gravity values.
 LW0505
 LW0505;                    North         East     Units Scale Factor Converg.
 LW0505;SPC RI       -    55,942.708   125,431.484   MT  1.00000171   +0 12 08.8
 LW0505;SPC RI       -   183,538.70    411,519.79   sFT  1.00000171   +0 12 08.8
 LW0505;SPC MA M     -   815,204.227   225,432.123   MT  1.00002157   +0 12 17.5
 LW0505;SPC MA M     - 2,674,549.20    739,605.22   sFT  1.00002157   +0 12 17.5
 LW0505;UTM  19      - 4,606,210.521   317,037.483   MT  1.00001196   -1 27 26.4
 LW0505
 LW0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0505!SPC RI       -   0.99999981  x   1.00000171  =   1.00000152
 LW0505!SPC MA M     -   0.99999981  x   1.00002157  =   1.00002138
 LW0505!UTM  19      -   0.99999981  x   1.00001196  =   1.00001177
 LW0505
 LW0505:                Primary Azimuth Mark                     Grid Az
 LW0505:SPC RI       -  TIVERTON TV STATION WTEV MAST            022 52 31.9
 LW0505:SPC MA M     -  TIVERTON TV STATION WTEV MAST            022 52 23.2
 LW0505:UTM  19      -  TIVERTON TV STATION WTEV MAST            024 32 07.1
 LW0505
 LW0505|---------------------------------------------------------------------|
 LW0505| PID    Reference Object                     Distance      Geod. Az  |
 LW0505|                                                           dddmmss.s |
 LW0505| LW2182 TIVERTON TV STATION WTEV MAST       APPROX. 1.2 KM 0230440.7 |
 LW0505| LW2165 SQUARE YELLOW HOUSE CUPOLA          APPROX. 8.9 KM 2053804.9 |
 LW0505| LW2194 BOULDER ON SHORE                    APPROX. 6.0 KM 2141427.2 |
 LW0505| LW2174 VANDERBILT ESTATE GRAY TOWER        APPROX. 5.7 KM 2231814.6 |
 LW0505| LW2177 VANDERBILTS BARN SOUTH GABLE        APPROX. 5.5 KM 2242945.0 |
 LW0505| LW2383 S PORTSMOUTH NEWPORT STANDPIPE      APPROX. 7.8 KM 2293512.1 |
 LW0505| LW2388 DUTCH WINDMILL                      APPROX. 5.5 KM 2443233.7 |
 LW0505| LW2196 BLUE HOUSE EAST GABLE               APPROX. 3.7 KM 2510213.0 |
 LW0505| CB7162 BROWN RM 1                            6.124 METERS 26103     |
 LW0505| LW2416 PORTSMOUTH CHECKERED STANDPIPE      APPROX. 4.9 KM 2665320.4 |
 LW0505| LW2186 POWERHOUSE STACK                    APPROX. 4.5 KM 3002209.2 |
 LW0505| LW2190 BROWN BARN CUPOLA                   APPROX. 5.5 KM 3142436.7 |
 LW0505| LW2187 ISLAND PARK MERRY GO ROUND          APPROX. 4.8 KM 3282259.7 |
 LW0505| LW2184 CHASE ESTATE GRAY TOWER             APPROX. 3.0 KM 3372322.4 |
 LW0505| LW2183 SCHLEGEL FARM WHITE SILO            APPROX. 1.2 KM 3445308.6 |
 LW0505| LW2298 BAPTIST CHURCH SPIRE                APPROX. 5.3 KM 3482809.5 |
 LW0505| CB7163 BROWN RM 2                           17.856 METERS 35608     |
 LW0505|---------------------------------------------------------------------|
 LW0505
 LW0505                          SUPERSEDED SURVEY CONTROL
 LW0505
 LW0505  NAD 83(1996)-  41 35 11.92633(N)    071 11 42.03136(W) AD(       ) 1
 LW0505  NAD 83(1992)-  41 35 11.92474(N)    071 11 42.03057(W) AD(       ) 1
 LW0505  NAD 83(1992)-  41 35 11.92433(N)    071 11 42.03046(W) AD(       ) 1
 LW0505  NAD 83(1986)-  41 35 11.92471(N)    071 11 42.02882(W) AD(       ) 1
 LW0505  NAD 27      -  41 35 11.55354(N)    071 11 43.86025(W) AD(       ) 1
 LW0505  NGVD 29 (??/??/92)   31.140  (m)          102.17   (f) ADJ UNCH    2 0
 LW0505
 LW0505.Superseded values are not recommended for survey control.
 LW0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0505.See file dsdata.txt to determine how the superseded data were derived.
 LW0505
 LW0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1703706211(NAD 83)
 LW0505_MARKER: DS = TRIANGULATION STATION DISK
 LW0505_SETTING: 66 = SET IN ROCK OUTCROP
 LW0505_SP_SET: ROCK LEDGE
 LW0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0505+STABILITY: POSITION/ELEVATION WELL
 LW0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0505+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 LW0505
 LW0505  HISTORY     - Date     Condition        Report By
 LW0505  HISTORY     - 1917     MONUMENTED       CGS
 LW0505  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW0505  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW0505  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW0505  HISTORY     - 1969     GOOD             NGS
 LW0505  HISTORY     - 20051019 GOOD             USPSQD
 LW0505
 LW0505                          STATION DESCRIPTION
 LW0505
 LW0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (RPS)
 LW0505'STATION IS ON THE E SIDE OF THE SAKONNET RIVER, ABOUT A MILE E
 LW0505'OF SAPOWET POINT AND 75 METERS W OF THE MAIN HIGHWAY TO
 LW0505'TIVERTON AND LITTLE COMPTON.  THE STATION IS ON A LARGE
 LW0505'PUDDING-STONE FORMATION LOCALLY KNOWN AS BROWNS LEDGE, ON THE
 LW0505'PROPERTY OF ISAAC M. BROWN.  THE STATION AND REFERENCE MARKS
 LW0505'ARE STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 LW0505'BEDROCK.  THE TWO REFERENCE MARKS ARE, RESPECTIVELY, 6.15
 LW0505'METERS (20.18 FEET) W AND 17.84 METERS (58.53 FEET) N BY W
 LW0505'FROM THE STATION.
 LW0505
 LW0505                          STATION RECOVERY (1935)
 LW0505
 LW0505'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW0505'FOUND THE STATION AND BOTH REFERENCE MARKS IN EXCELLENT
 LW0505'CONDITION AND MARKED AS DESCRIBED.  THE PROPERTY ON WHICH THE
 LW0505'STATION IS LOCATED BELONGS TO HORACE E. FISH.
 LW0505'
 LW0505'THE HIGHWAY REFERRED TO IS SAKONNET POINT ROAD LEADING S FROM
 LW0505'TIVERTON VILLAGE TO TIVERTON FOUR CORNERS, AND IS A PART OF
 LW0505'STATE ROUTE 126.
 LW0505
 LW0505                          STATION RECOVERY (1954)
 LW0505
 LW0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0505'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW0505'DISTANCES TO THE REFERENCES MARKS WERE MEASURED WITH A STEEL
 LW0505'TAPE AND FOUND TO BE CORRECT.  NEITHER THE STATION MARK NOR THE
 LW0505'REFERENCE MARKS ARE STAMPED.  THE PUBLISHED DESCRIPTION IS
 LW0505'ADEQUATE.
 LW0505
 LW0505                          STATION RECOVERY (1968)
 LW0505
 LW0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0505'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND
 LW0505'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION CHECKED TO BOTH
 LW0505'REFERENCE MARKS.
 LW0505'
 LW0505'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW0505'
 LW0505'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF
 LW0505'TIVERTON, 2-1/2 MILES EAST OF PORTSMOUTH, ON THE EAST SIDE OF
 LW0505'THE SAKONNET RIVER AND ON PROPERTY OWNED BY MR. AND MRS. NORMAN
 LW0505'MANCHESTER.
 LW0505'
 LW0505'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 177
 LW0505'AND 77, 1 MILE SOUTH OF TIVERTON, GO SOUTH ON HIGHWAY 77 FOR
 LW0505'1.6 MILES TO A CROSSROAD.  CONTINUE SOUTH ON HIGHWAY 77 FOR 0.4
 LW0505'MILE TO A LARGE PARKING AREA ON THE RIGHT AND A LARGE ROCKY
 LW0505'HILL ON THE SOUTHWEST EDGE OF THE PARKING AREA AND THE STATION
 LW0505'ON THE HIGHEST POINT OF THE HILL.
 LW0505'
 LW0505'ALL MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN OUTCROPPING
 LW0505'OF BEDROCK.
 LW0505'
 LW0505'THE STATION MARK IS UNSTAMPED AND IS SET FLUSH WITH THE ROCK
 LW0505'SURFACE.  IT IS 32 FEET SOUTH OF A 9-INCH SPRUCE TREE, 22 FEET
 LW0505'NORTH OF THE SOUTH EDGE OF THE ROCK HILL AND ON THE HIGHEST
 LW0505'POINT ON THE HILL.
 LW0505'
 LW0505'RM 1 IS UNSTAMPED AND SET FLUSH WITH THE ROCK SURFACE.  IT IS
 LW0505'36 FEET SOUTHWEST OF THE 9-INCH SPRUCE TREE AND 3 FEET EAST OF
 LW0505'THE WEST EDGE OF THE ROCK HILL.
 LW0505'
 LW0505'RM 2 IS UNSTAMPED AND SET FLUSH WITH THE ROCK SURFACE.  IT IS
 LW0505'36 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 LW0505'BUILDING, 25 FEET NORTH OF THE 9-INCH SPRUCE TREE AND 4 FEET
 LW0505'SOUTH OF THE NORTH EDGE OF THE ROCK HILL.
 LW0505'
 LW0505'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW0505'
 LW0505'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW0505'2-1/2 MILES EAST OF PORTSMOUTH.
 LW0505
 LW0505                          STATION RECOVERY (1969)
 LW0505
 LW0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0505'3.4 MI S FROM TIVERTON.
 LW0505'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE POST
 LW0505'OFFICE AT TIVERTON, THENCE 0.05 MILE WEST THRU A PARKING LOT,
 LW0505'1.15 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 179 LEADING
 LW0505'EAST, ON THE PROPERTY OF MR. NORMAN MANCHESTER, ON TOP OF A 25
 LW0505'FOOT ROCK HILL, 265 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LW0505'22 FEET NORTH OF THE SOUTH EDGE OF THE ROCK HILL, 14 1/2 FEET
 LW0505'NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK HILL, SET IN THE
 LW0505'TOP OF A ROCK LEDGE AND ABOUT 25 FEET ABOVE THE LEVEL OF THE
 LW0505'HIGHWAY.
 LW0505
 LW0505                          STATION RECOVERY (2005)
 LW0505
 LW0505'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHD)
 LW0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0503 ***********************************************************************
 LW0503  DESIGNATION -  BROWN RM 1
 LW0503  PID         -  LW0503
 LW0503  STATE/COUNTY-  RI/NEWPORT
 LW0503  USGS QUAD   -  TIVERTON (1975)
 LW0503
 LW0503                         *CURRENT SURVEY CONTROL
 LW0503  ___________________________________________________________________
 LW0503* NAD 83(1986)-  41 35 11.     (N)    071 11 41.     (W)     SCALED    
 LW0503* NAVD 88     -        28.840  (meters)      94.62   (feet)  ADJUSTED  
 LW0503  ___________________________________________________________________
 LW0503  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW0503  DYNAMIC HT  -          28.831 (meters)      94.59  (feet)  COMP
 LW0503  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 LW0503
 LW0503  VERT ORDER  -  SECOND    CLASS 0
 LW0503
 LW0503.The horizontal coordinates were scaled from a topographic map and have
 LW0503.an estimated accuracy of +/- 6 seconds.
 LW0503
 LW0503.The orthometric height was determined by differential leveling
 LW0503.and adjusted by the National Geodetic Survey in June 1991..
 LW0503
 LW0503.The geoid height was determined by GEOID03.
 LW0503
 LW0503.The dynamic height is computed by dividing the NAVD 88
 LW0503.geopotential number by the normal gravity value computed on the
 LW0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0503.degrees latitude (g = 980.6199 gals.).
 LW0503
 LW0503.The modeled gravity was interpolated from observed gravity values.
 LW0503
 LW0503;                    North         East    Units  Estimated Accuracy
 LW0503;SPC RI       -    55,910.      125,460.      MT  (+/- 180 meters Scaled)
 LW0503
 LW0503                          SUPERSEDED SURVEY CONTROL
 LW0503
 LW0503  NGVD 29 (??/??/92)   29.084  (m)           95.42   (f) ADJ UNCH    2 0
 LW0503
 LW0503.Superseded values are not recommended for survey control.
 LW0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0503.See file dsdata.txt to determine how the superseded data were derived.
 LW0503
 LW0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG170061(NAD 83)
 LW0503_MARKER: DR = REFERENCE MARK DISK
 LW0503_SETTING: 66 = SET IN ROCK OUTCROP
 LW0503_SP_SET: ROCK HILL
 LW0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0503+STABILITY: POSITION/ELEVATION WELL
 LW0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0503+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 LW0503
 LW0503  HISTORY     - Date     Condition        Report By
 LW0503  HISTORY     - UNK      MONUMENTED       CGS
 LW0503  HISTORY     - 1969     GOOD             NGS
 LW0503  HISTORY     - 20051019 GOOD             USPSQD
 LW0503
 LW0503                          STATION DESCRIPTION
 LW0503
 LW0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0503'3.4 MI S FROM TIVERTON.
 LW0503'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE POST
 LW0503'OFFICE AT TIVERTON, THENCE 0.05 MILE WEST THRU A PARKING LOT,
 LW0503'ON TOP OF A 25-FOOT HIGH ROCK HILL, 20.1 FEET WEST OF THE
 LW0503'STATION MARK DESCRIBED, 36 FEET SOUTHWEST OF A 9 INCH SPRUCE
 LW0503'TREE, 3 FEET EAST OF THE WEST EDGE OF THE ROCK HILL, 64 FEET
 LW0503'SOUTHWEST OF RM 2 DESCRIBED, SET ON THE TOP OF ROCK NEAR THE
 LW0503'WEST EDGE OF THE ROCK HILL AND ABOUT 20 FEET ABOVE THE LEVEL
 LW0503'OF THE HIGHWAY.
 LW0503
 LW0503                          STATION RECOVERY (2005)
 LW0503
 LW0503'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHD)
 LW0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0504 ***********************************************************************
 LW0504  DESIGNATION -  BROWN RM 2
 LW0504  PID         -  LW0504
 LW0504  STATE/COUNTY-  RI/NEWPORT
 LW0504  USGS QUAD   -  TIVERTON (1975)
 LW0504
 LW0504                         *CURRENT SURVEY CONTROL
 LW0504  ___________________________________________________________________
 LW0504* NAD 83(1986)-  41 35 11.     (N)    071 11 41.     (W)     SCALED    
 LW0504* NAVD 88     -        30.312  (meters)      99.45   (feet)  ADJUSTED  
 LW0504  ___________________________________________________________________
 LW0504  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW0504  DYNAMIC HT  -          30.302 (meters)      99.42  (feet)  COMP
 LW0504  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 LW0504
 LW0504  VERT ORDER  -  SECOND    CLASS 0
 LW0504
 LW0504.The horizontal coordinates were scaled from a topographic map and have
 LW0504.an estimated accuracy of +/- 6 seconds.
 LW0504
 LW0504.The orthometric height was determined by differential leveling
 LW0504.and adjusted by the National Geodetic Survey in June 1991..
 LW0504
 LW0504.The geoid height was determined by GEOID03.
 LW0504
 LW0504.The dynamic height is computed by dividing the NAVD 88
 LW0504.geopotential number by the normal gravity value computed on the
 LW0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0504.degrees latitude (g = 980.6199 gals.).
 LW0504
 LW0504.The modeled gravity was interpolated from observed gravity values.
 LW0504
 LW0504;                    North         East    Units  Estimated Accuracy
 LW0504;SPC RI       -    55,910.      125,460.      MT  (+/- 180 meters Scaled)
 LW0504
 LW0504                          SUPERSEDED SURVEY CONTROL
 LW0504
 LW0504  NGVD 29 (??/??/92)   30.556  (m)          100.25   (f) ADJ UNCH    2 0
 LW0504
 LW0504.Superseded values are not recommended for survey control.
 LW0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0504.See file dsdata.txt to determine how the superseded data were derived.
 LW0504
 LW0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG170061(NAD 83)
 LW0504_MARKER: DR = REFERENCE MARK DISK
 LW0504_SETTING: 66 = SET IN ROCK OUTCROP
 LW0504_SP_SET: ROCK HILL
 LW0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0504+STABILITY: POSITION/ELEVATION WELL
 LW0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0504+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 LW0504
 LW0504  HISTORY     - Date     Condition        Report By
 LW0504  HISTORY     - UNK      MONUMENTED       CGS
 LW0504  HISTORY     - 1969     GOOD             NGS
 LW0504  HISTORY     - 20051019 GOOD             USPSQD
 LW0504
 LW0504                          STATION DESCRIPTION
 LW0504
 LW0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0504'3.4 MI S FROM TIVERTON.
 LW0504'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE POST
 LW0504'OFFICE AT TIVERTON, THENCE 0.05 MILE WEST THRU A PARKING LOT,
 LW0504'ON THE TOP OF A 25-FOOT HIGH ROCK HILL, 58.6 FEET NORTH OF THE
 LW0504'STATION MARK DESCRIBED, 36 FEET WEST OF THE SOUTHWEST CORNER OF
 LW0504'A CONCRETE BLOCK BUILDING AT THE NORTHEAST CORNER OF THE ROCK
 LW0504'HILL, 33 FEET SOUTH OF THE NORTH EDGE OF THE ROCK HILL, 25 FEET
 LW0504'NORTH OF A 9 INCH SPRUCE TREE, 64 FEET NORTHEAST OF RM 1 DESCRIBED,
 LW0504'ON TOP OF A ROCK NEAR THE NORTHEAST EDGE OF THE HILL AND ABOUT
 LW0504'24 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0504
 LW0504                          STATION RECOVERY (2005)
 LW0504
 LW0504'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHD)
 LW0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2518 ***********************************************************************
 LW2518  DESIGNATION -  BROWN USE 1912
 LW2518  PID         -  LW2518
 LW2518  STATE/COUNTY-  RI/WASHINGTON
 LW2518  USGS QUAD   -  WICKFORD (1995)
 LW2518
 LW2518                         *CURRENT SURVEY CONTROL
 LW2518  ___________________________________________________________________
 LW2518* NAD 83(1996)-  41 31 49.89679(N)    071 25 53.62004(W)     ADJUSTED  
 LW2518* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 LW2518  ___________________________________________________________________
 LW2518  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 LW2518  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LW2518
 LW2518  HORZ ORDER  -  THIRD
 LW2518
 LW2518.The horizontal coordinates were established by classical geodetic methods
 LW2518.and adjusted by the National Geodetic Survey in August 1998..
 LW2518
 LW2518.The orthometric height was scaled from a topographic map.
 LW2518
 LW2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2518
 LW2518.The geoid height was determined by GEOID03.
 LW2518
 LW2518;                    North         East     Units Scale Factor Converg.
 LW2518;SPC RI       -    49,667.198   105,711.664   MT  0.99999415   +0 02 43.4
 LW2518;SPC RI       -   162,949.80    346,822.35   sFT  0.99999415   +0 02 43.4
 LW2518;UTM  19      - 4,600,508.179   297,143.035   MT  1.00010644   -1 36 45.8
 LW2518
 LW2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2518!SPC RI       -   0.99999755  x   0.99999415  =   0.99999170
 LW2518!UTM  19      -   0.99999755  x   1.00010644  =   1.00010399
 LW2518
 LW2518:                Primary Azimuth Mark                     Grid Az
 LW2518:SPC RI       -  HAZARD USE 1912                          149 25 34.4
 LW2518:UTM  19      -  HAZARD USE 1912                          151 05 03.6
 LW2518
 LW2518|---------------------------------------------------------------------|
 LW2518| PID    Reference Object                     Distance      Geod. Az  |
 LW2518|                                                           dddmmss.s |
 LW2518| LW2472 HAZARD USE 1912                     APPROX. 0.9 KM 1492817.8 |
 LW2518|---------------------------------------------------------------------|
 LW2518
 LW2518                          SUPERSEDED SURVEY CONTROL
 LW2518
 LW2518  NAD 83(1996)-  41 31 49.89611(N)    071 25 53.61939(W) AD(       ) 3
 LW2518  NAD 83(1992)-  41 31 49.89527(N)    071 25 53.61931(W) AD(       ) 3
 LW2518  NAD 83(1992)-  41 31 49.89467(N)    071 25 53.61921(W) AD(       ) 3
 LW2518  NAD 83(1986)-  41 31 49.89460(N)    071 25 53.61719(W) AD(       ) 3
 LW2518  NAD 27      -  41 31 49.52100(N)    071 25 55.42300(W) AD(       ) 3
 LW2518
 LW2518.Superseded values are not recommended for survey control.
 LW2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2518.See file dsdata.txt to determine how the superseded data were derived.
 LW2518
 LW2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9714300508(NAD 83)
 LW2518
 LW2518  HISTORY     - Date     Condition        Report By
 LW2518  HISTORY     - UNK      MONUMENTED
 LW2518  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2518  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2518  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2518
 LW2518                          STATION DESCRIPTION
 LW2518
 LW2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2518'ON THE W SIDE OF THE WESTERN PASSAGE OF NARRAGANSETT BAY,
 LW2518'ABOUT A MILE W OF PLUM BEACH, 3/8 MILE W OF OWEN WISTERS WATER
 LW2518'TOWER, 250 METERS W OF THE ROAD FROM HAMILTON TO NARRAGANSETT
 LW2518'PIER VIA SAUNDERSTOWN.  THE STATION IS ON TOP OF A PROMINENT, BARE
 LW2518'LEDGE IN FRONT OF JOHN BROWNS HOUSE, AT THE BEGINNING OF THE
 LW2518'DOWNWARD SLOPE TO THE WESTWARD AND W OF THE LAST ROCK FENCE.  IT
 LW2518'IS MARKED BY A STANDARD DISK STATION MARK, BEARING THE
 LW2518'ADDITIONAL LEGEND ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A.,
 LW2518'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  A REFERENCE
 LW2518'MARK, A STANDARD DISK WEDGED IN A DRILL HOLE IN
 LW2518'OUTCROPPING BEDROCK, IS 3.06 METERS (10.04 FEET) SW FROM
 LW2518'THE STATION.
 LW2518
 LW2518                          STATION RECOVERY (1935)
 LW2518
 LW2518'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2518'THE STATION AND REFERENCE MARKS ARE IN EXCELLENT CONDITION.
 LW2518'
 LW2518'THE STATION IS W OF THE WICKFORD-NARRAGANSETT PIER HIGHWAY
 LW2518'ABOUT 1.5 MILES S OF THE BRIDGE OVER THE NANNACATUCKET RIVER
 LW2518'AT HAMILTON, AND ABOUT 0.5 MILE NW OF THE ROAD TO PLUM BEACH,
 LW2518'ON THE LAND OF CYRUS P. BROWN AND ABOUT 1/4 MILE SSW OF HIS
 LW2518'HOUSE.  IT IS ABOUT 10 YARDS W OF THE THIRD STONE WALL OR
 LW2518'FENCE W OF THE HIGHWAY, ON TOP OF A PROMINENT BARE LEDGE AT THE
 LW2518'BEGINNING OF THE DOWNWARD SLOPE TO THE WESTWARD.
 LW2518'
 LW2518'OMIT THE EXPRESSIONS VIA SAUNDERSTOWN AND IN FRONT OF
 LW2518'JOHN BROWNS HOUSE FROM THE DESCRIPTION.
 LW2518
 LW2518                          STATION RECOVERY (1956)
 LW2518
 LW2518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2518'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 LW2518'CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3320 ***********************************************************************
 LW3320  DESIGNATION -  BROWNING JM USE 1909
 LW3320  PID         -  LW3320
 LW3320  STATE/COUNTY-  RI/WASHINGTON
 LW3320  USGS QUAD   -  WATCH HILL (1984)
 LW3320
 LW3320                         *CURRENT SURVEY CONTROL
 LW3320  ___________________________________________________________________
 LW3320* NAD 83(1996)-  41 18 54.35374(N)    071 50 28.38289(W)     ADJUSTED  
 LW3320* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW3320  ___________________________________________________________________
 LW3320  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 LW3320  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3320
 LW3320  HORZ ORDER  -  THIRD
 LW3320
 LW3320.The horizontal coordinates were established by classical geodetic methods
 LW3320.and adjusted by the National Geodetic Survey in August 1998..
 LW3320
 LW3320.The orthometric height was scaled from a topographic map.
 LW3320
 LW3320.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3320
 LW3320.The geoid height was determined by GEOID03.
 LW3320
 LW3320;                    North         East     Units Scale Factor Converg.
 LW3320;SPC RI       -    25,795.300    71,428.917   MT  1.00000379   -0 13 31.0
 LW3320;SPC RI       -    84,630.08    234,346.37   sFT  1.00000379   -0 13 31.0
 LW3320;SPC CT       -   206,303.975   380,893.768   MT  0.99999038   +0 36 09.3
 LW3320;SPC CT       -   676,848.96  1,249,648.97   sFT  0.99999038   +0 36 09.3
 LW3320;UTM  19      - 4,577,631.578   262,178.177   MT  1.00029612   -1 52 35.9
 LW3320
 LW3320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3320!SPC RI       -   1.00000360  x   1.00000379  =   1.00000739
 LW3320!SPC CT       -   1.00000360  x   0.99999038  =   0.99999398
 LW3320!UTM  19      -   1.00000360  x   1.00029612  =   1.00029972
 LW3320
 LW3320:                Primary Azimuth Mark                     Grid Az
 LW3320:SPC RI       -  FORT HILL                                040 27 18.6
 LW3320:SPC CT       -  FORT HILL                                039 37 38.3
 LW3320:UTM  19      -  FORT HILL                                042 06 23.5
 LW3320
 LW3320|---------------------------------------------------------------------|
 LW3320| PID    Reference Object                     Distance      Geod. Az  |
 LW3320|                                                           dddmmss.s |
 LW3320| LW3287 FORT HILL                           APPROX. 2.7 KM 0401347.6 |
 LW3320|---------------------------------------------------------------------|
 LW3320
 LW3320                          SUPERSEDED SURVEY CONTROL
 LW3320
 LW3320  NAD 83(1992)-  41 18 54.35242(N)    071 50 28.38208(W) AD(       ) 3
 LW3320  NAD 83(1986)-  41 18 54.35135(N)    071 50 28.38496(W) AD(       ) 3
 LW3320  NAD 27      -  41 18 53.99600(N)    071 50 30.14400(W) AD(       ) 3
 LW3320
 LW3320.Superseded values are not recommended for survey control.
 LW3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3320.See file dsdata.txt to determine how the superseded data were derived.
 LW3320
 LW3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6217877632(NAD 83)
 LW3320_MARKER: DD = SURVEY DISK
 LW3320_SETTING: 66 = SET IN ROCK OUTCROP
 LW3320_SP_SET: SET IN ROCK OUTCROP
 LW3320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3320+STABILITY: POSITION/ELEVATION WELL
 LW3320
 LW3320  HISTORY     - Date     Condition        Report By
 LW3320  HISTORY     - 1909     MONUMENTED       USE
 LW3320  HISTORY     - 1913     GOOD             CGS
 LW3320  HISTORY     - 1934     GOOD             RIGS
 LW3320  HISTORY     - 1948     GOOD             CGS
 LW3320  HISTORY     - 1954     GOOD             CGS
 LW3320
 LW3320                          STATION DESCRIPTION
 LW3320
 LW3320'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3320'STATION IS ON A PROMINENT KNOLL ABOUT 1-1/4 MILES ENE OF WATCH
 LW3320'HILL LIGHTHOUSE AND 300 METERS W OF WATCH HILL POND, IN FRONT
 LW3320'OF THE RESIDENCE OF COLONEL A.A. POPE.  THE STATION IS ABOUT 200
 LW3320'FEET S OF THE ROAD AND IS MARKED BY A STANDARD DISK WITH THE
 LW3320'ADDED INSCRIPTION, ESTABLISHED BY THE CORPS OF ENGINEERS,
 LW3320'U.S.A., SET IN THE TOP OF A ROCK.  A LARGE BOULDER, PROJECTING
 LW3320'3 FEET ABOVE THE GROUND, IS 1.90 METERS (6.23 FEET) ESE OF
 LW3320'THE STATION.
 LW3320
 LW3320                          STATION RECOVERY (1934)
 LW3320
 LW3320'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3320'THE STATION IS 1-1/4 MILES ENE OF WATCH HILL LIGHTHOUSE, AND ABOUT
 LW3320'1/2 MILE EASTERLY OF A STATUE OF AN INDIAN AT A ROAD INTERSECTION,
 LW3320'AND ON THE ROAD FROM WATCH HILL TO HAVERSHAM CORNERS.  THE
 LW3320'STATION IS ABOUT 60 YARDS S OF THE CENTER OF THE HIGHWAY AND
 LW3320'ABOUT 15 FEET N OF A BAY WINDOW ON THE N SIDE OF A HOUSE BUILT IN
 LW3320'1918 BY GEORGE H. MYERS.
 LW3320'
 LW3320'THE STATION AND REFERENCE MARKS WERE FOUND MARKED AS DESCRIBED
 LW3320'AND IN EXCELLENT CONDITION.
 LW3320'
 LW3320'UNABLE TO FIND THE RESIDENCE OF COLONEL A.A. POPE.  THE TOWN
 LW3320'CLERK HAS NO RECORD OF AN A.A. POPE AND NONE OF THE OLD-TIMERS
 LW3320'AROUND WATCH HILL REMEMBER THE NAME.
 LW3320
 LW3320                          STATION RECOVERY (1948)
 LW3320
 LW3320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3320'STATION RECOVERED IN GOOD CONDITION.  THE INDIAN STATUE IN THE
 LW3320'DESCRIPTION HAS BEEN REMOVED.  THE STATION IS APPROXIMATELY 1/2
 LW3320'MILE E OF THE INTERSECTION OF WESTERLY AND OCEAN ROADS.
 LW3320
 LW3320                          STATION RECOVERY (1954)
 LW3320
 LW3320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3320'STATION RECOVERED AS DESCRIBED.  AN UNSTAMPED REFERENCE MARK WAS
 LW3320'FOUND 1.90 M. E-SE OF THE STATION IN A LARGE BOULDER.  THE
 LW3320'STATION MARK IS UNSTAMPED EXCEPT FOR THE INSCRIPTION AS GIVEN IN
 LW3320'THE ORIGINAL NOTES.  THE PUBLISHED DESCRIPTION IS ADEQUATE FOR
 LW3320'RECOVERY OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3036 ***********************************************************************
 LW3036  DESIGNATION -  BROWNING USE 1909
 LW3036  PID         -  LW3036
 LW3036  STATE/COUNTY-  RI/WASHINGTON
 LW3036  USGS QUAD   -  KINGSTON (1975)
 LW3036
 LW3036                         *CURRENT SURVEY CONTROL
 LW3036  ___________________________________________________________________
 LW3036* NAD 83(1996)-  41 22 26.76855(N)    071 33 48.70162(W)     ADJUSTED  
 LW3036* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LW3036  ___________________________________________________________________
 LW3036  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 LW3036  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW3036
 LW3036  HORZ ORDER  -  THIRD
 LW3036
 LW3036.The horizontal coordinates were established by classical geodetic methods
 LW3036.and adjusted by the National Geodetic Survey in August 1998..
 LW3036
 LW3036.The orthometric height was scaled from a topographic map.
 LW3036
 LW3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3036
 LW3036.The geoid height was determined by GEOID03.
 LW3036
 LW3036;                    North         East     Units Scale Factor Converg.
 LW3036;SPC RI       -    32,294.070    94,685.409   MT  0.99999410   -0 02 31.2
 LW3036;SPC RI       -   105,951.46    310,647.05   sFT  0.99999410   -0 02 31.2
 LW3036;UTM  19      - 4,583,458.449   285,617.813   MT  1.00016565   -1 41 42.2
 LW3036
 LW3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3036!SPC RI       -   1.00000450  x   0.99999410  =   0.99999860
 LW3036!UTM  19      -   1.00000450  x   1.00016565  =   1.00017015
 LW3036
 LW3036:                Primary Azimuth Mark                     Grid Az
 LW3036:SPC RI       -  MOONSTONE USE 1909                       246 28 44.2
 LW3036:UTM  19      -  MOONSTONE USE 1909                       248 07 55.2
 LW3036
 LW3036|---------------------------------------------------------------------|
 LW3036| PID    Reference Object                     Distance      Geod. Az  |
 LW3036|                                                           dddmmss.s |
 LW3036| LW3037 MOONSTONE USE 1909                  APPROX. 1.1 KM 2462613.0 |
 LW3036|---------------------------------------------------------------------|
 LW3036
 LW3036                          SUPERSEDED SURVEY CONTROL
 LW3036
 LW3036  NAD 83(1996)-  41 22 26.76742(N)    071 33 48.70059(W) AD(       ) 3
 LW3036  NAD 83(1992)-  41 22 26.76719(N)    071 33 48.70087(W) AD(       ) 3
 LW3036  NAD 83(1992)-  41 22 26.76581(N)    071 33 48.70078(W) AD(       ) 3
 LW3036  NAD 83(1986)-  41 22 26.76553(N)    071 33 48.70067(W) AD(       ) 3
 LW3036  NAD 27      -  41 22 26.40000(N)    071 33 50.48200(W) AD(       ) 3
 LW3036
 LW3036.Superseded values are not recommended for survey control.
 LW3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3036.See file dsdata.txt to determine how the superseded data were derived.
 LW3036
 LW3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8561883458(NAD 83)
 LW3036
 LW3036  HISTORY     - Date     Condition        Report By
 LW3036  HISTORY     - 1909     MONUMENTED       CGS
 LW3036  HISTORY     - 1913     MARK NOT FOUND   CGS
 LW3036
 LW3036                          STATION DESCRIPTION
 LW3036
 LW3036'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3036'REPORTED DESTROYED IN 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2516 ***********************************************************************
 LW2516  DESIGNATION -  BROWNINGS HOUSE CHIMNEY
 LW2516  PID         -  LW2516
 LW2516  STATE/COUNTY-  RI/WASHINGTON
 LW2516  USGS QUAD   -  WICKFORD (1995)
 LW2516
 LW2516                         *CURRENT SURVEY CONTROL
 LW2516  ___________________________________________________________________
 LW2516* NAD 83(1996)-  41 32 00.65509(N)    071 25 47.86579(W)     ADJUSTED  
 LW2516* NAVD 88     -                                                        
 LW2516  ___________________________________________________________________
 LW2516  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 LW2516  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2516
 LW2516  HORZ ORDER  -  THIRD
 LW2516
 LW2516.The horizontal coordinates were established by classical geodetic methods
 LW2516.and adjusted by the National Geodetic Survey in August 1998..
 LW2516
 LW2516
 LW2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2516
 LW2516.The geoid height was determined by GEOID03.
 LW2516
 LW2516;                    North         East     Units Scale Factor Converg.
 LW2516;SPC RI       -    49,999.209   105,844.792   MT  0.99999417   +0 02 47.2
 LW2516;SPC RI       -   164,039.07    347,259.12   sFT  0.99999417   +0 02 47.2
 LW2516;UTM  19      - 4,600,836.236   297,285.730   MT  1.00010573   -1 36 42.3
 LW2516
 LW2516                          SUPERSEDED SURVEY CONTROL
 LW2516
 LW2516  NAD 83(1996)-  41 32 00.65444(N)    071 25 47.86522(W) AD(       ) 4
 LW2516  NAD 83(1992)-  41 32 00.65359(N)    071 25 47.86504(W) AD(       ) 4
 LW2516  NAD 83(1992)-  41 32 00.65296(N)    071 25 47.86489(W) AD(       ) 4
 LW2516  NAD 83(1986)-  41 32 00.65280(N)    071 25 47.86318(W) AD(       ) 4
 LW2516  NAD 27      -  41 32 00.27000(N)    071 25 49.65000(W) AD(       ) 3
 LW2516
 LW2516.Superseded values are not recommended for survey control.
 LW2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2516.See file dsdata.txt to determine how the superseded data were derived.
 LW2516
 LW2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9728600836(NAD 83)
 LW2516
 LW2516  HISTORY     - Date     Condition        Report By
 LW2516  HISTORY     - 1868     MONUMENTED       COASUR
 LW2516  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2516  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2516  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2516  HISTORY     - 19941001 GOOD             USPSQD
 LW2516  HISTORY     - 19980306 GOOD             INDIV
 LW2516
 LW2516                          STATION DESCRIPTION
 LW2516
 LW2516'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2516'IN 1870, THE MAP SHOWS THIS HOUSE BELONGING TO J.A. BROWNING,
 LW2516'AND IN 1895, ANOTHER MAP INDICATES IT AS THE PROPERTY OF
 LW2516'B.F. GARDINER.
 LW2516'
 LW2516'CYRUS P. BROWN, THE OWNER TODAY, STATES THAT THE CHIMNEY ABOVE
 LW2516'THE ROOF HAS BEEN REBUILT SINCE HE OWNED IT, BUT THAT HE HAD
 LW2516'IT BUILT IN THE SAME POSITION AND THE SAME SIZE AS IT WAS
 LW2516'ORIGINALLY.
 LW2516'
 LW2516'THE HOUSE IS ON THE E SIDE OF THE HIGHWAY FROM WICKFORD TO
 LW2516'NARRAGANSETT PIER ABOUT 0.6 MILE NW OF THE ROAD TO PLUM
 LW2516'BEACH.  THE HOUSE IS A LARGE 2 1/2-STORY FRAME BUILDING WITH
 LW2516'GABLE ROOF AND CENTRAL CHIMNEY.  AT PRESENT, IT IS PAINTED WHITE.
 LW2516
 LW2516                          STATION RECOVERY (1954)
 LW2516
 LW2516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2516'STATION PROBABLY RECOVERED.  THE HOUSE NOW HAS FOUR
 LW2516'CHIMNEYS.  ACCORDING TO LOCAL INFORMATION, THE MOST W CHIMNEY
 LW2516'IS THE ORIGINAL ONE.  THE 1935 RECOVERY NOTE IS ADEQUATE FOR
 LW2516'REACHING THE SITE.
 LW2516
 LW2516                          STATION RECOVERY (1956)
 LW2516
 LW2516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2516'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PROPERTY IS
 LW2516'NOW OWNED BY MR. PAUL JOHNSON.  MRS. JOHNSON STATES THAT MR.
 LW2516'BROWN BUILT TWO WINGS ON THE N PART OF THE PRESENT HOUSE AND ADDED
 LW2516'TWO CHIMNEYS.  THE ORIGINAL CHIMNEY IS IN THE CENTER OF THE
 LW2516'S WING OF THE HOUSE AND HAS NOT BEEN CHANGED.
 LW2516
 LW2516                          STATION RECOVERY (1994)
 LW2516
 LW2516'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2516'RECOVERED IN GOOD CONDITION.
 LW2516
 LW2516                          STATION RECOVERY (1998)
 LW2516
 LW2516'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2516'HOUSE OWNED BY MRS.  SYDELLA BERMAN, 1510 BOSTON NECK ROAD(US1A), 0.1
 LW2516'MI NORTH OF RTE 138 ENTRANCE TO NEW JAMESTOWN BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3022 ***********************************************************************
 LW3022  DESIGNATION -  BROWNINGS WT HOUSE CEN CHIMNEY
 LW3022  PID         -  LW3022
 LW3022  STATE/COUNTY-  RI/WASHINGTON
 LW3022  USGS QUAD   -  KINGSTON (1975)
 LW3022
 LW3022                         *CURRENT SURVEY CONTROL
 LW3022  ___________________________________________________________________
 LW3022* NAD 83(1996)-  41 23 12.26243(N)    071 34 34.61494(W)     ADJUSTED  
 LW3022* NAVD 88     -                                                        
 LW3022  ___________________________________________________________________
 LW3022  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 LW3022  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW3022
 LW3022  HORZ ORDER  -  THIRD
 LW3022
 LW3022.The horizontal coordinates were established by classical geodetic methods
 LW3022.and adjusted by the National Geodetic Survey in August 1998..
 LW3022
 LW3022
 LW3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3022
 LW3022.The geoid height was determined by GEOID03.
 LW3022
 LW3022;                    North         East     Units Scale Factor Converg.
 LW3022;SPC RI       -    33,698.424    93,619.706   MT  0.99999425   -0 03 01.6
 LW3022;SPC RI       -   110,558.91    307,150.65   sFT  0.99999425   -0 03 01.6
 LW3022;UTM  19      - 4,584,893.215   284,592.893   MT  1.00017107   -1 42 14.2
 LW3022
 LW3022                          SUPERSEDED SURVEY CONTROL
 LW3022
 LW3022  NAD 83(1996)-  41 23 12.26121(N)    071 34 34.61428(W) AD(       ) 4
 LW3022  NAD 83(1992)-  41 23 12.26108(N)    071 34 34.61418(W) AD(       ) 4
 LW3022  NAD 83(1992)-  41 23 12.25968(N)    071 34 34.61442(W) AD(       ) 4
 LW3022  NAD 83(1986)-  41 23 12.25956(N)    071 34 34.61411(W) AD(       ) 4
 LW3022  NAD 27      -  41 23 11.89000(N)    071 34 36.40000(W) AD(       ) 3
 LW3022
 LW3022.Superseded values are not recommended for survey control.
 LW3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3022.See file dsdata.txt to determine how the superseded data were derived.
 LW3022
 LW3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8459384893(NAD 83)
 LW3022_MARKER: 85 = CHIMNEY
 LW3022
 LW3022  HISTORY     - Date     Condition        Report By
 LW3022  HISTORY     - 1871     FIRST OBSERVED   CGS
 LW3022  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW3022  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW3022  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW3022
 LW3022                          STATION DESCRIPTION
 LW3022
 LW3022'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW3022'THE W.T. BROWNING HOUSE IS NOW OWNED BY THE HEIRS OF F.R. GOULD.
 LW3022'
 LW3022'ACCORDING TO A NEIGHBOR, THE BROWNING HOUSE HAS BEEN ADDED TO
 LW3022'BUT HAS NEVER BEEN MOVED.  HE FURTHER SAYS THAT THE LARGE CENTRAL
 LW3022'CHIMNEY WAS TORN OUT MANY YEARS AGO, AND THE EXISTING SMALLER ONE
 LW3022'BUILT ON THE OLD FOUNDATION.  THE NEW CHIMNEY IS PROBABLY NOT IN
 LW3022'EXACTLY THE SAME LOCATION AS THE OLD ONE, ALTHOUGH IT MAY BE.
 LW3022
 LW3022                          STATION RECOVERY (1954)
 LW3022
 LW3022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3022'STATION RECOVERED IN GOOD CONDITION.  THE 1935 RECOVERY NOTE BY THE
 LW3022'RHODE ISLAND GEODETIC SURVEY IS ADEQUATE AND COMPLETE EXCEPT FOR
 LW3022'THE FOLLOWING--
 LW3022'
 LW3022'THE OWNERS ARE THE HEIRS OF F.R. GOULD.  OWNERS STATE THAT
 LW3022'THIS IS THE THIRD CHIMNEY BUILT IN THE SAME LOCATION, AND THERE
 LW3022'HAS NEVER BEEN A CHIMNEY IN A DIFFERENT LOCATION.
 LW3022
 LW3022                          STATION RECOVERY (1989)
 LW3022
 LW3022'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3283 ***********************************************************************
 LW3283  DESIGNATION -  BROWNS E HOUSE CHIMNEY
 LW3283  PID         -  LW3283
 LW3283  STATE/COUNTY-  RI/WASHINGTON
 LW3283  USGS QUAD   -  WATCH HILL (1984)
 LW3283
 LW3283                         *CURRENT SURVEY CONTROL
 LW3283  ___________________________________________________________________
 LW3283* NAD 83(1996)-  41 19 54.04143(N)    071 45 23.93579(W)     ADJUSTED  
 LW3283* NAVD 88     -                                                        
 LW3283  ___________________________________________________________________
 LW3283  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LW3283  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW3283
 LW3283  HORZ ORDER  -  THIRD
 LW3283
 LW3283.The horizontal coordinates were established by classical geodetic methods
 LW3283.and adjusted by the National Geodetic Survey in August 1998..
 LW3283
 LW3283
 LW3283.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3283
 LW3283.The geoid height was determined by GEOID03.
 LW3283
 LW3283;                    North         East     Units Scale Factor Converg.
 LW3283;SPC RI       -    27,612.268    78,515.537   MT  0.99999943   -0 10 10.2
 LW3283;SPC RI       -    90,591.25    257,596.39   sFT  0.99999943   -0 10 10.2
 LW3283;SPC CT       -   208,223.138   387,953.309   MT  0.99998932   +0 39 31.1
 LW3283;SPC CT       -   683,145.41  1,272,810.15   sFT  0.99998932   +0 39 31.1
 LW3283;UTM  19      - 4,579,243.982   269,316.176   MT  1.00025496   -1 49 16.8
 LW3283
 LW3283                          SUPERSEDED SURVEY CONTROL
 LW3283
 LW3283  NAD 83(1992)-  41 19 54.04012(N)    071 45 23.93498(W) AD(       ) 4
 LW3283  NAD 83(1986)-  41 19 54.03851(N)    071 45 23.93666(W) AD(       ) 4
 LW3283  NAD 27      -  41 19 53.67000(N)    071 45 25.74000(W) AD(       ) 3
 LW3283
 LW3283.Superseded values are not recommended for survey control.
 LW3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3283.See file dsdata.txt to determine how the superseded data were derived.
 LW3283
 LW3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6931679244(NAD 83)
 LW3283_MARKER: 85 = CHIMNEY
 LW3283
 LW3283  HISTORY     - Date     Condition        Report By
 LW3283  HISTORY     - 1873     FIRST OBSERVED   CGS
 LW3283  HISTORY     - 1918     MARK NOT FOUND   CGS
 LW3283  HISTORY     - 1934     GOOD             RIGS
 LW3283  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW3283  HISTORY     - 1989     GOOD             USPSQD
 LW3283
 LW3283                          STATION DESCRIPTION
 LW3283
 LW3283'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 LW3283'REPORTED DESTROYED IN 1918.
 LW3283
 LW3283                          STATION RECOVERY (1934)
 LW3283
 LW3283'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3283'SLIGHTLY SW OF STATION CHAPMAN IS A HOUSE NOW OWNED BY ANNIE
 LW3283'L. CHAPMAN, NIECE OF E. BROWN.
 LW3283'
 LW3283'MISS CHAPMAN STATES THAT, SO FAR AS SHE KNOWS, THE HOUSE HAS
 LW3283'NEVER BEEN MOVED.  THE N END OF THE HOUSE TOGETHER WITH THE N
 LW3283'CHIMNEY HAVE BEEN ADDED IN RECENT YEARS.
 LW3283'
 LW3283'SHE SHOWED ME A PHOTOGRAPH OF THE HOUSE AS IT WAS ORIGINALLY.  THE
 LW3283'S CHIMNEY HAS BEEN REBUILT BUT IT IS THE SAME SIZE AND IN THE
 LW3283'SAME LOCATION AS IT WAS ORIGINALLY.
 LW3283'
 LW3283'THE STATION IS NOTED AS BEING DESTROYED IN 1918.  IS IT POSSIBLE
 LW3283'THAT NOTE IS IN ERROR.
 LW3283
 LW3283                          STATION RECOVERY (1954)
 LW3283
 LW3283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3283'STATION NOT RECOVERED.  ORIGINAL DESCRIPTION NOT AVAILABLE.  THERE
 LW3283'IS A HOUSE SW OF CHAPMAN (U.S.E.) AS REPORTED BY THE RHODE ISLAND
 LW3283'GEODETIC SURVEY IN 1934.  HOWEVER, THERE IS NO PROOF THAT THIS
 LW3283'IS THE SAME HOUSE AND CHIMNEY ORIGINALLY LOCATED.
 LW3283
 LW3283                          STATION RECOVERY (1989)
 LW3283
 LW3283'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1850 ***********************************************************************
 LW1850  DESIGNATION -  BU 001
 LW1850  PID         -  LW1850
 LW1850  STATE/COUNTY-  RI/PROVIDENCE
 LW1850  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1850
 LW1850                         *CURRENT SURVEY CONTROL
 LW1850  ___________________________________________________________________
 LW1850* NAD 83(1996)-  41 59 06.22659(N)    071 36 13.35869(W)     ADJUSTED  
 LW1850* NAVD 88     -        86.469  (meters)     283.69   (feet)  ADJUSTED  
 LW1850  ___________________________________________________________________
 LW1850  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 LW1850  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LW1850  DYNAMIC HT  -          86.440 (meters)     283.60  (feet)  COMP
 LW1850  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 LW1850
 LW1850  HORZ ORDER  -  SECOND
 LW1850  VERT ORDER  -  SECOND    CLASS II
 LW1850
 LW1850.The horizontal coordinates were established by classical geodetic methods
 LW1850.and adjusted by the National Geodetic Survey in August 1998..
 LW1850
 LW1850.The orthometric height was determined by differential leveling
 LW1850.and adjusted by the National Geodetic Survey in June 1991..
 LW1850
 LW1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1850
 LW1850.The geoid height was determined by GEOID03.
 LW1850
 LW1850.The dynamic height is computed by dividing the NAVD 88
 LW1850.geopotential number by the normal gravity value computed on the
 LW1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1850.degrees latitude (g = 980.6199 gals.).
 LW1850
 LW1850.The modeled gravity was interpolated from observed gravity values.
 LW1850
 LW1850;                    North         East     Units Scale Factor Converg.
 LW1850;SPC RI       -   100,154.500    91,405.530   MT  0.99999466   -0 04 09.8
 LW1850;SPC RI       -   328,590.22    299,886.31   sFT  0.99999466   -0 04 09.8
 LW1850;SPC MA M     -   859,415.450   191,405.723   MT  0.99997159   -0 04 10.8
 LW1850;SPC MA M     - 2,819,598.86    627,970.28   sFT  0.99997159   -0 04 10.8
 LW1850;UTM  19      - 4,651,397.351   284,308.518   MT  1.00017250   -1 44 32.6
 LW1850
 LW1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1850!SPC RI       -   0.99999105  x   0.99999466  =   0.99998571
 LW1850!SPC MA M     -   0.99999105  x   0.99997159  =   0.99996264
 LW1850!UTM  19      -   0.99999105  x   1.00017250  =   1.00016355
 LW1850
 LW1850                          SUPERSEDED SURVEY CONTROL
 LW1850
 LW1850  NAD 83(1996)-  41 59 06.22648(N)    071 36 13.35860(W) AD(       ) 2
 LW1850  NAD 83(1992)-  41 59 06.22549(N)    071 36 13.35761(W) AD(       ) 2
 LW1850  NAD 83(1992)-  41 59 06.22545(N)    071 36 13.35767(W) AD(       ) 2
 LW1850  NAD 83(1986)-  41 59 06.22506(N)    071 36 13.35657(W) AD(       ) 2
 LW1850  NGVD 29 (07/20/88)   86.71   (m)          284.5    (f) LEVELING    3  
 LW1850
 LW1850.Superseded values are not recommended for survey control.
 LW1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1850.See file dsdata.txt to determine how the superseded data were derived.
 LW1850
 LW1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8430951397(NAD 83)
 LW1850_MARKER: DD = SURVEY DISK
 LW1850_SETTING: 80 = SET IN A BOULDER
 LW1850_SP_SET: BOULDER
 LW1850_STAMPING: BU 001 1985
 LW1850_MARK LOGO: RIGS  
 LW1850_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1850+STABILITY: SURFACE MOTION
 LW1850
 LW1850  HISTORY     - Date     Condition        Report By
 LW1850  HISTORY     - 1985     MONUMENTED       RIGS
 LW1850  HISTORY     - 1985     GOOD             RIGS
 LW1850  HISTORY     - 1987     GOOD             USPSQD
 LW1850
 LW1850                          STATION DESCRIPTION
 LW1850
 LW1850'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW1850'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 LW1850'NORTHEAST OF CHEPACHET CENTER,
 LW1850'6.4 KM (3.95 MI) EAST-NORTHEAST OF HARRISVILLE CENTER, AND 2.5 KM
 LW1850'(1.55) MI SOUTHWEST OF SLATERSVILLE CENTER.
 LW1850'OWNERSHIP--STATE RIGHT OF WAY.
 LW1850'
 LW1850'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 102,
 LW1850'WHICH IS ABOUT 1.5 KM (0.95 MI) NORTHEAST OF GLENDALE CENTER, GO
 LW1850'NORTH FOR 1.1 KM (0.7 MI) ON STATE HIGHWAY 102 TO THE STATION ON
 LW1850'THE RIGHT.
 LW1850'
 LW1850'THE STATION IS A STANDARD RIGS DISK
 LW1850'STAMPED---BU 001 1985---,
 LW1850'SET INTO THE TOP OF A BOULDER 1 METER IN DIAMETER.
 LW1850'LOCATED
 LW1850'18.0 METERS (59.0 FT) SOUTHWEST FROM A BVE CO POLE 79,
 LW1850'16.6 METERS (54.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF STATE
 LW1850'HIGHWAY 102,
 LW1850'14.5 METERS (47.5 FT) WEST-NORTHWEST FROM AN NET AND T CO AND BVG
 LW1850'AND E CO POLE 80,
 LW1850'0.9 METERS (3.0 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW1850
 LW1850                          STATION RECOVERY (1985)
 LW1850
 LW1850'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1850'2.5 KM (1.55 MI) SW FROM SLATERSVILLE CENTER.
 LW1850'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 102,
 LW1850'WHICH IS ABOUT 1.5 KM (0.95 MI) NORTHEAST OF GLENDALE CENTER, GO
 LW1850'NORTH FOR 1.1 KM (0.7 MI) ON STATE HIGHWAY 102 TO THE STATION ON THE
 LW1850'RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW1850'BOULDER 1 METER IN DIAMETER.  LOCATED 18.0 M (59.0 FT) SOUTWEST FROM
 LW1850'A BVE CO POLE 79, 16.6 METERS (54.5 FT) SOUTH-SOUTHWEST FROM THE
 LW1850'CENTERLINE OF STATE HIGHWAY 102, 14.5 METERS (47.5 FT) WEST-
 LW1850'NORTHWEST FROM AN NET AND T CO AND BVG AND E CO POLE 80, AND 0.9
 LW1850'METERS (3.0 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.  DESCRIBED
 LW1850'BY JON C.  SPEAKER.
 LW1850
 LW1850                          STATION RECOVERY (1987)
 LW1850
 LW1850'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1851 ***********************************************************************
 LW1851  DESIGNATION -  BU 002
 LW1851  PID         -  LW1851
 LW1851  STATE/COUNTY-  RI/PROVIDENCE
 LW1851  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1851
 LW1851                         *CURRENT SURVEY CONTROL
 LW1851  ___________________________________________________________________
 LW1851* NAD 83(1996)-  41 58 59.84697(N)    071 36 30.41602(W)     ADJUSTED  
 LW1851* NAVD 88     -        85.272  (meters)     279.76   (feet)  ADJUSTED  
 LW1851  ___________________________________________________________________
 LW1851  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 LW1851  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LW1851  DYNAMIC HT  -          85.244 (meters)     279.67  (feet)  COMP
 LW1851  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 LW1851
 LW1851  HORZ ORDER  -  SECOND
 LW1851  VERT ORDER  -  SECOND    CLASS II
 LW1851
 LW1851.The horizontal coordinates were established by classical geodetic methods
 LW1851.and adjusted by the National Geodetic Survey in August 1998..
 LW1851
 LW1851.The orthometric height was determined by differential leveling
 LW1851.and adjusted by the National Geodetic Survey in June 1991..
 LW1851
 LW1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1851
 LW1851.The geoid height was determined by GEOID03.
 LW1851
 LW1851.The dynamic height is computed by dividing the NAVD 88
 LW1851.geopotential number by the normal gravity value computed on the
 LW1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1851.degrees latitude (g = 980.6199 gals.).
 LW1851
 LW1851.The modeled gravity was interpolated from observed gravity values.
 LW1851
 LW1851;                    North         East     Units Scale Factor Converg.
 LW1851;SPC RI       -    99,958.153    91,012.632   MT  0.99999474   -0 04 21.2
 LW1851;SPC RI       -   327,946.04    298,597.28   sFT  0.99999474   -0 04 21.2
 LW1851;SPC MA M     -   859,219.109   191,012.833   MT  0.99997171   -0 04 22.3
 LW1851;SPC MA M     - 2,818,954.69    626,681.27   sFT  0.99997171   -0 04 22.3
 LW1851;UTM  19      - 4,651,212.525   283,909.984   MT  1.00017461   -1 44 43.8
 LW1851
 LW1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1851!SPC RI       -   0.99999124  x   0.99999474  =   0.99998598
 LW1851!SPC MA M     -   0.99999124  x   0.99997171  =   0.99996295
 LW1851!UTM  19      -   0.99999124  x   1.00017461  =   1.00016585
 LW1851
 LW1851                          SUPERSEDED SURVEY CONTROL
 LW1851
 LW1851  NAD 83(1996)-  41 58 59.84686(N)    071 36 30.41593(W) AD(       ) 2
 LW1851  NAD 83(1992)-  41 58 59.84587(N)    071 36 30.41495(W) AD(       ) 2
 LW1851  NAD 83(1992)-  41 58 59.84583(N)    071 36 30.41501(W) AD(       ) 2
 LW1851  NAD 83(1986)-  41 58 59.84551(N)    071 36 30.41398(W) AD(       ) 2
 LW1851  NGVD 29 (07/20/88)   85.51   (m)          280.5    (f) LEVELING    3  
 LW1851
 LW1851.Superseded values are not recommended for survey control.
 LW1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1851.See file dsdata.txt to determine how the superseded data were derived.
 LW1851
 LW1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8391051213(NAD 83)
 LW1851_MARKER: DD = SURVEY DISK
 LW1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1851_SP_SET: CONCRETE POST
 LW1851_STAMPING: BU 002 1985
 LW1851_MARK LOGO: RIGS  
 LW1851_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1851+STABILITY: SURFACE MOTION
 LW1851
 LW1851  HISTORY     - Date     Condition        Report By
 LW1851  HISTORY     - 1985     MONUMENTED       RIGS
 LW1851  HISTORY     - 1985     GOOD             RIGS
 LW1851
 LW1851                          STATION DESCRIPTION
 LW1851
 LW1851'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW1851'THE STATION IS LOCATED ABOUT 9.3 KM (5.8 MI)
 LW1851'NORTH-NORTHEAST OF CHEPACHET CENTER,
 LW1851'6.0 KM (3.75 MI) EAST-NORTHEAST OF HARRISVILLE CENTER, AND
 LW1851'2.9 KM (1.8 MI) SOUTHWEST OF SLATERSVILLE CENTER.
 LW1851'
 LW1851'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 102,
 LW1851'WHICH IS ABOUT 1.5 KM (0.95 MI) NORTHEAST OF GLENDALE CENTER, GO
 LW1851'NORTH FOR 0.7 KM (0.45 MI) ON STATE HIGHWAY 102 TO THE STATION MARK
 LW1851'ON THE RIGHT.
 LW1851'
 LW1851'THE STATION IS A STANDARD RIGS DISK
 LW1851'STAMPED---BU 002 1985---,
 LW1851'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1851'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1851'35.0 METERS (116.0 FT) EAST FROM A POLE MARKED BVE CO 88,
 LW1851'19.2 METERS (63.0 FT) WEST FROM A POLE MARKED BVE CO 87,
 LW1851'8.2 METERS (27 FT) SOUTH FROM THE CENTERLINE OF STATE HIGHWAY 102,
 LW1851'3.65 METERS (12.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 LW1851
 LW1851                          STATION RECOVERY (1985)
 LW1851
 LW1851'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1851'2.9 KM (1.8 MI) SW FROM SLATERSVILLE CENTER.
 LW1851'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 102,
 LW1851'WHICH IS ABOUT 1.5 KM (0.9 MI) NORTHEAST OF GLENDALE CENTER, GO NORTH
 LW1851'FOR 0.7 KM (0.45 MI) ON STATE HIGHWAY 102 TO THE STATION ON THE
 LW1851'RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW1851'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.
 LW1851'LOCATED 35.0 METERS (116.0 FT) EAST FROM A POLE MARKED BVE CO 88,
 LW1851'19.2 METERS (63.0 FT) WEST FROM A POLE MARKED BVE CO 87, 8.2 METERS
 LW1851'(27.0 FT) SOUTH FROM THE CENTERLINE OF STATE HIGHWAY 102, 3.65 METERS
 LW1851'(12.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.  DESCRIBED BY JON C.
 LW1851'SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1854 ***********************************************************************
 LW1854  DESIGNATION -  BU 003
 LW1854  PID         -  LW1854
 LW1854  STATE/COUNTY-  RI/PROVIDENCE
 LW1854  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1854
 LW1854                         *CURRENT SURVEY CONTROL
 LW1854  ___________________________________________________________________
 LW1854* NAD 83(1996)-  41 58 52.30072(N)    071 37 12.45210(W)     ADJUSTED  
 LW1854* NAVD 88     -       100.670  (meters)     330.28   (feet)  ADJUSTED  
 LW1854  ___________________________________________________________________
 LW1854  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 LW1854  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LW1854  DYNAMIC HT  -         100.636 (meters)     330.17  (feet)  COMP
 LW1854  MODELED GRAV-     980,290.8   (mgal)                       NAVD 88
 LW1854
 LW1854  HORZ ORDER  -  SECOND
 LW1854  VERT ORDER  -  SECOND    CLASS II
 LW1854
 LW1854.The horizontal coordinates were established by classical geodetic methods
 LW1854.and adjusted by the National Geodetic Survey in August 1998..
 LW1854
 LW1854.The orthometric height was determined by differential leveling
 LW1854.and adjusted by the National Geodetic Survey in June 1991..
 LW1854
 LW1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1854
 LW1854.The geoid height was determined by GEOID03.
 LW1854
 LW1854.The dynamic height is computed by dividing the NAVD 88
 LW1854.geopotential number by the normal gravity value computed on the
 LW1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1854.degrees latitude (g = 980.6199 gals.).
 LW1854
 LW1854.The modeled gravity was interpolated from observed gravity values.
 LW1854
 LW1854;                    North         East     Units Scale Factor Converg.
 LW1854;SPC RI       -    99,726.617    90,044.636   MT  0.99999497   -0 04 49.3
 LW1854;SPC RI       -   327,186.41    295,421.44   sFT  0.99999497   -0 04 49.3
 LW1854;SPC MA M     -   858,987.584   190,044.858   MT  0.99997185   -0 04 50.5
 LW1854;SPC MA M     - 2,818,195.10    623,505.50   sFT  0.99997185   -0 04 50.5
 LW1854;UTM  19      - 4,651,009.310   282,935.463   MT  1.00017981   -1 45 11.7
 LW1854
 LW1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1854!SPC RI       -   0.99998883  x   0.99999497  =   0.99998380
 LW1854!SPC MA M     -   0.99998883  x   0.99997185  =   0.99996068
 LW1854!UTM  19      -   0.99998883  x   1.00017981  =   1.00016864
 LW1854
 LW1854                          SUPERSEDED SURVEY CONTROL
 LW1854
 LW1854  NAD 83(1996)-  41 58 52.30058(N)    071 37 12.45200(W) AD(       ) 2
 LW1854  NAD 83(1992)-  41 58 52.29962(N)    071 37 12.45103(W) AD(       ) 2
 LW1854  NAD 83(1992)-  41 58 52.29958(N)    071 37 12.45110(W) AD(       ) 2
 LW1854  NAD 83(1986)-  41 58 52.29944(N)    071 37 12.45016(W) AD(       ) 2
 LW1854  NGVD 29 (07/20/88)  100.91   (m)          331.1    (f) LEVELING    3  
 LW1854
 LW1854.Superseded values are not recommended for survey control.
 LW1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1854.See file dsdata.txt to determine how the superseded data were derived.
 LW1854
 LW1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8293551009(NAD 83)
 LW1854_MARKER: DD = SURVEY DISK
 LW1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1854_SP_SET: CONCRETE POST
 LW1854_STAMPING: BU 003 1985
 LW1854_MARK LOGO: RIGS  
 LW1854_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1854+STABILITY: SURFACE MOTION
 LW1854
 LW1854  HISTORY     - Date     Condition        Report By
 LW1854  HISTORY     - 1985     MONUMENTED       RIGS
 LW1854  HISTORY     - 1985     GOOD             RIGS
 LW1854
 LW1854                          STATION DESCRIPTION
 LW1854
 LW1854'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW1854'THE STATION IS LOCATED ABOUT 8.5 KM (5.25 MI)
 LW1854'NORTH-NORTHEAST OF CHEPACHET CENTER,
 LW1854'5.0 KM (3.1 MI) EAST-NORTHEAST OF HARRISVILLE CENTER, AND
 LW1854'3.9 KM (2.4 MI) SOUTHWEST OF SLATERSVILLE CENTER.
 LW1854'OWNERSHIP--STATE RIGHT OF WAY.
 LW1854'
 LW1854'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND
 LW1854'102, WHICH IS ABOUT 1.5 KM (.95 MI) NORTHEAST OF GLENDALE CENTER, GO
 LW1854'SOUTH FOR 0.3 KM (0.2 MI) ON ROUTE 102 TO THE STATION MARK ON THE
 LW1854'RIGHT.
 LW1854'
 LW1854'THE STATION IS A STANDARD RIGS DISK
 LW1854'STAMPED---BU 003 1985---,
 LW1854'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1854'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1854'18.45 METERS (60.5 FT) NORTH FROM THE CENTERLINE OF STATE HIGHWAY
 LW1854'102,
 LW1854'13.7 METERS (45.0 FT) NORTHWEST FROM A BVE CO UTILITY POLE 110S,
 LW1854'0.9 METERS (3.0 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1854
 LW1854                          STATION RECOVERY (1985)
 LW1854
 LW1854'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1854'3.9 KM (2.4 MI) SW FROM SLATERSVILLE CENTER.
 LW1854'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 102,
 LW1854'WHICH IS ABOUT 1.5 KM (0.95 MI) NORTHEAST OF GLENDALE CENTER, GO
 LW1854'SOUTH FOR 0.3 KM (0.2 MI) ON ROUTE 102 TO THE STATION ON THE RIGHT.
 LW1854'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW1854'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 LW1854'18.45 METERS (60.5 FT) NORTH FROM THE CENTERLINE OF STATE HIGHWAY
 LW1854'102.  13.7 METERS (45.0 FT) NORTHWEST FROM A BVE CO UTILITY POLE
 LW1854'110S, 0.9 METERS (3.0 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS
 LW1854'POST.  DESCRIBED BY JON C.  SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1855 ***********************************************************************
 LW1855  DESIGNATION -  BU 004
 LW1855  PID         -  LW1855
 LW1855  STATE/COUNTY-  RI/PROVIDENCE
 LW1855  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1855
 LW1855                         *CURRENT SURVEY CONTROL
 LW1855  ___________________________________________________________________
 LW1855* NAD 83(1996)-  41 58 44.87675(N)    071 37 25.04365(W)     ADJUSTED  
 LW1855* NAVD 88     -       108.218  (meters)     355.05   (feet)  ADJUSTED  
 LW1855  ___________________________________________________________________
 LW1855  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 LW1855  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LW1855  DYNAMIC HT  -         108.182 (meters)     354.93  (feet)  COMP
 LW1855  MODELED GRAV-     980,289.8   (mgal)                       NAVD 88
 LW1855
 LW1855  HORZ ORDER  -  SECOND
 LW1855  VERT ORDER  -  SECOND    CLASS II
 LW1855
 LW1855.The horizontal coordinates were established by classical geodetic methods
 LW1855.and adjusted by the National Geodetic Survey in August 1998..
 LW1855
 LW1855.The orthometric height was determined by differential leveling
 LW1855.and adjusted by the National Geodetic Survey in June 1991..
 LW1855
 LW1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1855
 LW1855.The geoid height was determined by GEOID03.
 LW1855
 LW1855.The dynamic height is computed by dividing the NAVD 88
 LW1855.geopotential number by the normal gravity value computed on the
 LW1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1855.degrees latitude (g = 980.6199 gals.).
 LW1855
 LW1855.The modeled gravity was interpolated from observed gravity values.
 LW1855
 LW1855;                    North         East     Units Scale Factor Converg.
 LW1855;SPC RI       -    99,497.975    89,754.438   MT  0.99999504   -0 04 57.7
 LW1855;SPC RI       -   326,436.27    294,469.35   sFT  0.99999504   -0 04 57.7
 LW1855;SPC MA M     -   858,758.948   189,754.666   MT  0.99997199   -0 04 58.9
 LW1855;SPC MA M     - 2,817,444.98    622,553.43   sFT  0.99997199   -0 04 58.9
 LW1855;UTM  19      - 4,650,789.196   282,638.660   MT  1.00018140   -1 45 19.9
 LW1855
 LW1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1855!SPC RI       -   0.99998765  x   0.99999504  =   0.99998269
 LW1855!SPC MA M     -   0.99998765  x   0.99997199  =   0.99995964
 LW1855!UTM  19      -   0.99998765  x   1.00018140  =   1.00016904
 LW1855
 LW1855                          SUPERSEDED SURVEY CONTROL
 LW1855
 LW1855  NAD 83(1996)-  41 58 44.87660(N)    071 37 25.04354(W) AD(       ) 2
 LW1855  NAD 83(1992)-  41 58 44.87566(N)    071 37 25.04259(W) AD(       ) 2
 LW1855  NAD 83(1992)-  41 58 44.87562(N)    071 37 25.04265(W) AD(       ) 2
 LW1855  NAD 83(1986)-  41 58 44.87552(N)    071 37 25.04178(W) AD(       ) 2
 LW1855  NGVD 29 (07/20/88)  108.46   (m)          355.8    (f) LEVELING    3  
 LW1855
 LW1855.Superseded values are not recommended for survey control.
 LW1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1855.See file dsdata.txt to determine how the superseded data were derived.
 LW1855
 LW1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8263950789(NAD 83)
 LW1855_MARKER: DD = SURVEY DISK
 LW1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1855_SP_SET: CONCRETE POST
 LW1855_STAMPING: BU 004 1985
 LW1855_MARK LOGO: RIGS  
 LW1855_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1855+STABILITY: SURFACE MOTION
 LW1855
 LW1855  HISTORY     - Date     Condition        Report By
 LW1855  HISTORY     - 1985     MONUMENTED       RIGS
 LW1855  HISTORY     - 1985     GOOD             RIGS
 LW1855
 LW1855                          STATION DESCRIPTION
 LW1855
 LW1855'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW1855'THE STATION IS LOCATED ABOUT 8.1 KM (5.05 MI)
 LW1855'NORTH-NORTHEAST OF CHEPACHET CENTER,
 LW1855'4.6 KM (2.85 MI) EAST-NORTHEAST OF HARRISVILLE CENTER, AND
 LW1855'4.3 KM (2.65 MI) SOUTHWEST OF SLATERSVILLE CENTER.
 LW1855'OWNERSHIP--STATE RIGHT OF WAY.
 LW1855'
 LW1855'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 102,
 LW1855'WHICH IS ABOUT 1.5 KM (0.95 MI) NORTHEAST OF GLENDALE CENTER, GO
 LW1855'SOUTH FOR 0.6 KM (0.4 MI) ON ROUTE 102 TO THE STATION MARK ON THE
 LW1855'RIGHT.
 LW1855'
 LW1855'THE STATION IS A STANDARD RIGS DISK
 LW1855'STAMPED---BU 004 1985---,
 LW1855'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1855'30 CM IN DIAMETER PROJECTING 2.8 CM ABOVE GROUND.  LOCATED
 LW1855'9.45 METERS (31 FT) NORTHWEST FROM THE CENTERLINE OF ROUTE 102,
 LW1855'1.35 METERS (4.5 FT) SOUTHWEST FROM A BVE CO UTILITY POLE 142S,
 LW1855'1.2 METERS (4.0 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1855
 LW1855                          STATION RECOVERY (1985)
 LW1855
 LW1855'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1855'4.3 KM (2.65 MI) SW FROM SLATERSVILLE.
 LW1855'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 102,
 LW1855'WHICH IS ABOUT 1.5 KM (0.95 MI) NORTHEAST OF GLENDALE CENTER, GO
 LW1855'SOUTH FOR 0.6 KM (0.4 MI) ON ROUTE 102 TO THE STATION ON RIGHT.  THE
 LW1855'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW1855'MONUMENT 30 CM IN DIAMETER PROJECTING 2.8 CM ABOVE THE GROUND.
 LW1855'LOCATED 9.45 METERS (31.0 FT) NORTHWEST FROM THE CENTERLINE OF ROUTE
 LW1855'102, 1.35 METERS (4.5 FT) SOUTHWEST FROM A BVE CO UTILITY POLE 142S,
 LW1855'1.2 METERS (4.0 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1855'DESCRIBED BY JON C.  SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1856 ***********************************************************************
 LW1856  DESIGNATION -  BU 005
 LW1856  PID         -  LW1856
 LW1856  STATE/COUNTY-  RI/PROVIDENCE
 LW1856  USGS QUAD   -  CHEPACHET (1975)
 LW1856
 LW1856                         *CURRENT SURVEY CONTROL
 LW1856  ___________________________________________________________________
 LW1856* NAD 83(1996)-  41 58 34.31395(N)    071 37 34.97368(W)     ADJUSTED  
 LW1856* NAVD 88     -       108.124  (meters)     354.74   (feet)  ADJUSTED  
 LW1856  ___________________________________________________________________
 LW1856  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 LW1856  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LW1856  DYNAMIC HT  -         108.088 (meters)     354.62  (feet)  COMP
 LW1856  MODELED GRAV-     980,288.8   (mgal)                       NAVD 88
 LW1856
 LW1856  HORZ ORDER  -  SECOND
 LW1856  VERT ORDER  -  SECOND    CLASS II
 LW1856
 LW1856.The horizontal coordinates were established by classical geodetic methods
 LW1856.and adjusted by the National Geodetic Survey in August 1998..
 LW1856
 LW1856.The orthometric height was determined by differential leveling
 LW1856.and adjusted by the National Geodetic Survey in June 1991..
 LW1856
 LW1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1856
 LW1856.The geoid height was determined by GEOID03.
 LW1856
 LW1856.The dynamic height is computed by dividing the NAVD 88
 LW1856.geopotential number by the normal gravity value computed on the
 LW1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1856.degrees latitude (g = 980.6199 gals.).
 LW1856
 LW1856.The modeled gravity was interpolated from observed gravity values.
 LW1856
 LW1856;                    North         East     Units Scale Factor Converg.
 LW1856;SPC RI       -    99,172.410    89,525.353   MT  0.99999510   -0 05 04.3
 LW1856;SPC RI       -   325,368.15    293,717.76   sFT  0.99999510   -0 05 04.3
 LW1856;SPC MA M     -   858,433.393   189,525.584   MT  0.99997218   -0 05 05.6
 LW1856;SPC MA M     - 2,816,376.89    621,801.85   sFT  0.99997218   -0 05 05.6
 LW1856;UTM  19      - 4,650,470.398   282,400.124   MT  1.00018267   -1 45 26.2
 LW1856
 LW1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1856!SPC RI       -   0.99998766  x   0.99999510  =   0.99998276
 LW1856!SPC MA M     -   0.99998766  x   0.99997218  =   0.99995984
 LW1856!UTM  19      -   0.99998766  x   1.00018267  =   1.00017033
 LW1856
 LW1856                          SUPERSEDED SURVEY CONTROL
 LW1856
 LW1856  NAD 83(1996)-  41 58 34.31380(N)    071 37 34.97356(W) AD(       ) 2
 LW1856  NAD 83(1992)-  41 58 34.31286(N)    071 37 34.97262(W) AD(       ) 2
 LW1856  NAD 83(1992)-  41 58 34.31282(N)    071 37 34.97269(W) AD(       ) 2
 LW1856  NAD 83(1986)-  41 58 34.31276(N)    071 37 34.97190(W) AD(       ) 2
 LW1856  NGVD 29 (07/20/88)  108.37   (m)          355.5    (f) LEVELING    3  
 LW1856
 LW1856.Superseded values are not recommended for survey control.
 LW1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1856.See file dsdata.txt to determine how the superseded data were derived.
 LW1856
 LW1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8240050470(NAD 83)
 LW1856_MARKER: DD = SURVEY DISK
 LW1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1856_SP_SET: CONCRETE POST
 LW1856_STAMPING: BU 005 1986
 LW1856_MARK LOGO: RIGS  
 LW1856_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1856+STABILITY: SURFACE MOTION
 LW1856
 LW1856  HISTORY     - Date     Condition        Report By
 LW1856  HISTORY     - 1986     MONUMENTED       RIGS
 LW1856  HISTORY     - 1986     GOOD             RIGS
 LW1856
 LW1856                          STATION DESCRIPTION
 LW1856
 LW1856'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1856'THE STATION IS LOCATED ABOUT 7.7 KM (4.8 MI)
 LW1856'NORTH-NORTHEAST OF CHEPACHET CENTER,
 LW1856'4.7 KM (2.9 MI) SOUTHWEST OF SLATERSVILLE CENTER, AND
 LW1856'4.2 KM (2.6 MI) EAST-NORTHEAST OF HARRISVILLE CENTER.
 LW1856'OWNERSHIP--STATE RIGHT OF WAY.
 LW1856'
 LW1856'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 102,
 LW1856'WHICH IS ABOUT 1.5 KM (0.95 MI) NORTHEAST OF GLENDALE CENTER,
 LW1856'GO SOUTH ABOUT 1.1 KM (0.7 MI) ON ROUTE 102 TO THE STATION MARK ON
 LW1856'THE LEFT, AT THE TOP OF A SMALL EMBANKMENT.
 LW1856'
 LW1856'THE STATION IS A STANDARD RIGS DISK
 LW1856'STAMPED---BU 005 1986---,
 LW1856'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1856'30 CM IN DIAMETER FLUSH WITH THE GROUND.
 LW1856'LOCATED 25.6 METERS (84.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 LW1856'ROUTE 102, 15.5 METERS (51.0 FT) SOUTH FROM A NET CO UTILITY POLE
 LW1856'150, 5.1 METERS (16.7 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS
 LW1856'POST, 2.0 METERS (6.5 FT) NORTH-NORTHWEST FROM AN ASPHALT DRAINAGE
 LW1856'DITCH.
 LW1856
 LW1856                          STATION RECOVERY (1986)
 LW1856
 LW1856'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1856'4.2 KM (2.6 MI) ENE FROM HARRISVILLE CENTER.
 LW1856'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGWAYS 7 AND 102
 LW1856'WHICH IS ABOUT 1.5 KM (0.95 MI) NORTHEAST OF GLENDALE CENTER, GO
 LW1856'SOUTH FOR 1.1 KM (0.7 MI) ON ROUTE 102 TO THE STATION ON THE LEFT, AT
 LW1856'THE TOP OF A SMALL EMBANKMENT.  THE STATION IS A STANDARD RIGS DISK
 LW1856'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 LW1856'FLUSH WITH THE GROUND.  LOCATED 25.6 METERS (84.0 FT) SOUTH-SOUTHEAST
 LW1856'FROM THE CENTERLINE OF ROUTE 102, 15.5 METERS (51.0 FT) SOUTH FROM
 LW1856'NET CO POLE 150, 5.1 METERS (16.7 FT) SOUTH-SOUTHEAST FROM A
 LW1856'FIBERGLASS WITNESS POST, 2.0 METERS (6.5 FT) NORTH-NORTHWEST FROM AN
 LW1856'ASPHALT DRAINAGE DITCH.  DESCRIBED BY JON C.  SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1860 ***********************************************************************
 LW1860  DESIGNATION -  BU 006
 LW1860  PID         -  LW1860
 LW1860  STATE/COUNTY-  RI/PROVIDENCE
 LW1860  USGS QUAD   -  CHEPACHET (1975)
 LW1860
 LW1860                         *CURRENT SURVEY CONTROL
 LW1860  ___________________________________________________________________
 LW1860* NAD 83(1996)-  41 58 25.87262(N)    071 38 05.53016(W)     ADJUSTED  
 LW1860* NAVD 88     -       109.469  (meters)     359.15   (feet)  ADJUSTED  
 LW1860  ___________________________________________________________________
 LW1860  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 LW1860  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LW1860  DYNAMIC HT  -         109.433 (meters)     359.03  (feet)  COMP
 LW1860  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 LW1860
 LW1860  HORZ ORDER  -  SECOND
 LW1860  VERT ORDER  -  SECOND    CLASS II
 LW1860
 LW1860.The horizontal coordinates were established by classical geodetic methods
 LW1860.and adjusted by the National Geodetic Survey in August 1998..
 LW1860
 LW1860.The orthometric height was determined by differential leveling
 LW1860.and adjusted by the National Geodetic Survey in June 1991..
 LW1860
 LW1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1860
 LW1860.The geoid height was determined by GEOID03.
 LW1860
 LW1860.The dynamic height is computed by dividing the NAVD 88
 LW1860.geopotential number by the normal gravity value computed on the
 LW1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1860.degrees latitude (g = 980.6199 gals.).
 LW1860
 LW1860.The modeled gravity was interpolated from observed gravity values.
 LW1860
 LW1860;                    North         East     Units Scale Factor Converg.
 LW1860;SPC RI       -    98,913.039    88,821.456   MT  0.99999529   -0 05 24.7
 LW1860;SPC RI       -   324,517.20    291,408.39   sFT  0.99999529   -0 05 24.7
 LW1860;SPC MA M     -   858,174.033   188,821.701   MT  0.99997234   -0 05 26.1
 LW1860;SPC MA M     - 2,815,525.97    619,492.53   sFT  0.99997234   -0 05 26.1
 LW1860;UTM  19      - 4,650,231.639   281,688.821   MT  1.00018649   -1 45 46.3
 LW1860
 LW1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1860!SPC RI       -   0.99998745  x   0.99999529  =   0.99998274
 LW1860!SPC MA M     -   0.99998745  x   0.99997234  =   0.99995979
 LW1860!UTM  19      -   0.99998745  x   1.00018649  =   1.00017394
 LW1860
 LW1860                          SUPERSEDED SURVEY CONTROL
 LW1860
 LW1860  NAD 83(1996)-  41 58 25.87245(N)    071 38 05.53002(W) AD(       ) 2
 LW1860  NAD 83(1992)-  41 58 25.87154(N)    071 38 05.52911(W) AD(       ) 2
 LW1860  NAD 83(1992)-  41 58 25.87150(N)    071 38 05.52918(W) AD(       ) 2
 LW1860  NAD 83(1986)-  41 58 25.87153(N)    071 38 05.52847(W) AD(       ) 2
 LW1860  NGVD 29 (07/20/88)  109.72   (m)          360.0    (f) LEVELING    3  
 LW1860
 LW1860.Superseded values are not recommended for survey control.
 LW1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1860.See file dsdata.txt to determine how the superseded data were derived.
 LW1860
 LW1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8168950232(NAD 83)
 LW1860_MARKER: DD = SURVEY DISK
 LW1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1860_SP_SET: CONCRETE POST
 LW1860_STAMPING: BU 006 1986
 LW1860_MARK LOGO: RIGS  
 LW1860_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1860+STABILITY: SURFACE MOTION
 LW1860
 LW1860  HISTORY     - Date     Condition        Report By
 LW1860  HISTORY     - 1986     MONUMENTED       RIGS
 LW1860  HISTORY     - 1986     GOOD             RIGS
 LW1860
 LW1860                          STATION DESCRIPTION
 LW1860
 LW1860'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1860'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 LW1860'NORTH-NORTHEAST OF SLATERSVILLE CENTER,
 LW1860'5.3 KM (3.3 MI) WEST-SOUTHWEST OF SLATERSVILLE CENTER, AND
 LW1860'3.5 KM (2.2 MI) EAST-NORTHEAST OF HARRISVILLE CENTER.
 LW1860'OWNERSHIP--STATE RIGHT OF WAY.
 LW1860'
 LW1860'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND
 LW1860'102, WHICH IS ABOUT 1.5 KM (0.95 MI) NORTHEAST OF GLENDALE CENTER, GO
 LW1860'SOUTH FOR 1.8 KM (1.1 MI) ON ROUTE 102 TO THE STATION MARK ON THE
 LW1860'RIGHT, NEAR THE BASE OF AN APPROXIMATE 12 FOOT HIGH LEDGE CUT.
 LW1860'
 LW1860'THE STATION IS A STANDARD RIGS DISK
 LW1860'STAMPED---BU 006 1986---,
 LW1860'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1860'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1860'11.9 METERS (39.0 FT) NORTH FROM THE CENTERLINE OF ROUTE 102,
 LW1860'5.5 METERS (18.0 FT) NORTHEAST FROM A ROUND MANHOLE COVER,
 LW1860'3.1 METERS (10.2 FT) SOUTH FROM THE FACE OF A 12 FOOT HIGH LEDGE CUT,
 LW1860'1.0 METERS (3.3 FT) EAST FROM A FIBERGLASS WITNESS POST.
 LW1860
 LW1860                          STATION RECOVERY (1986)
 LW1860
 LW1860'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1860'3.5 KM (2.2 MI) ENE FROM HARRISVILLE CENTER.
 LW1860'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 102,
 LW1860'WHICH IS ABOUT 1.5 KM (0.95 MI) NORTHEAST OF GLENDALE CENTER, GO
 LW1860'SOUTH FOR 1.8 KM (1.1 MI) ON ROUTE 102 TO THE STATION MARK ON THE
 LW1860'RIGHT, NEAR THE BASE OF AN APPROXIMATE 12 FOOT HIGH LEDGE CUT.  THE
 LW1860'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW1860'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 11.9
 LW1860'METERS (39.0 FT) NORTH FROM THE CENTERLINE OF ROUTE 102, 5.5 METERS
 LW1860'(18.0 FT) NORTHEAST FROM A ROUND MANHOLE COVER, 3.1 METERS (10.2 FT)
 LW1860'SOUTH FROM THE FACE OF A 12 FOOT HIGH LEDGE CUT, 1.0 METERS (3.3 FT)
 LW1860'EAST FROM A FIBERGLASS WITNESS POST.  DESCRIBED BY JON C.  SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1861 ***********************************************************************
 LW1861  DESIGNATION -  BU 007
 LW1861  PID         -  LW1861
 LW1861  STATE/COUNTY-  RI/PROVIDENCE
 LW1861  USGS QUAD   -  CHEPACHET (1975)
 LW1861
 LW1861                         *CURRENT SURVEY CONTROL
 LW1861  ___________________________________________________________________
 LW1861* NAD 83(1996)-  41 57 48.73940(N)    071 38 50.40007(W)     ADJUSTED  
 LW1861* NAVD 88     -       119.433  (meters)     391.84   (feet)  ADJUSTED  
 LW1861  ___________________________________________________________________
 LW1861  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 LW1861  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW1861  DYNAMIC HT  -         119.392 (meters)     391.71  (feet)  COMP
 LW1861  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 LW1861
 LW1861  HORZ ORDER  -  SECOND
 LW1861  VERT ORDER  -  SECOND    CLASS II
 LW1861
 LW1861.The horizontal coordinates were established by classical geodetic methods
 LW1861.and adjusted by the National Geodetic Survey in August 1998..
 LW1861
 LW1861.The orthometric height was determined by differential leveling
 LW1861.and adjusted by the National Geodetic Survey in June 1991..
 LW1861
 LW1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1861
 LW1861.The geoid height was determined by GEOID03.
 LW1861
 LW1861.The dynamic height is computed by dividing the NAVD 88
 LW1861.geopotential number by the normal gravity value computed on the
 LW1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1861.degrees latitude (g = 980.6199 gals.).
 LW1861
 LW1861.The modeled gravity was interpolated from observed gravity values.
 LW1861
 LW1861;                    North         East     Units Scale Factor Converg.
 LW1861;SPC RI       -    97,769.057    87,786.429   MT  0.99999558   -0 05 54.7
 LW1861;SPC RI       -   320,763.98    288,012.64   sFT  0.99999558   -0 05 54.7
 LW1861;SPC MA M     -   857,030.084   187,786.689   MT  0.99997307   -0 05 56.3
 LW1861;SPC MA M     - 2,811,772.87    616,096.83   sFT  0.99997307   -0 05 56.3
 LW1861;UTM  19      - 4,649,118.137   280,620.638   MT  1.00019225   -1 46 15.1
 LW1861
 LW1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1861!SPC RI       -   0.99998589  x   0.99999558  =   0.99998147
 LW1861!SPC MA M     -   0.99998589  x   0.99997307  =   0.99995897
 LW1861!UTM  19      -   0.99998589  x   1.00019225  =   1.00017814
 LW1861
 LW1861                          SUPERSEDED SURVEY CONTROL
 LW1861
 LW1861  NAD 83(1996)-  41 57 48.73920(N)    071 38 50.39990(W) AD(       ) 2
 LW1861  NAD 83(1992)-  41 57 48.73833(N)    071 38 50.39906(W) AD(       ) 2
 LW1861  NAD 83(1992)-  41 57 48.73828(N)    071 38 50.39914(W) AD(       ) 2
 LW1861  NAD 83(1986)-  41 57 48.73839(N)    071 38 50.39854(W) AD(       ) 2
 LW1861  NGVD 29 (07/20/88)  119.68   (m)          392.7    (f) LEVELING    3  
 LW1861
 LW1861.Superseded values are not recommended for survey control.
 LW1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1861.See file dsdata.txt to determine how the superseded data were derived.
 LW1861
 LW1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8062149118(NAD 83)
 LW1861_MARKER: DD = SURVEY DISK
 LW1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1861_SP_SET: CONCRETE POST
 LW1861_STAMPING: BU 007 1986
 LW1861_MARK LOGO: RIGS  
 LW1861_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1861+STABILITY: SURFACE MOTION
 LW1861
 LW1861  HISTORY     - Date     Condition        Report By
 LW1861  HISTORY     - 1986     MONUMENTED       RIGS
 LW1861  HISTORY     - 1986     GOOD             RIGS
 LW1861  HISTORY     - 1987     GOOD             USPSQD
 LW1861
 LW1861                          STATION DESCRIPTION
 LW1861
 LW1861'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1861'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI)
 LW1861'SOUTHWEST OF SLATERSVILLE CENTER,
 LW1861'6.0 KM (3.75 MI) NORTH-NORTHEAST OF CHEPACHET CENTER, AND
 LW1861'2.5 KM (1.55 MI) EAST OF HARRISVILLE CENTER.
 LW1861'OWNERSHIP--STATE RIGHT WAY.
 LW1861'
 LW1861'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 102,
 LW1861'WHICH IS ABOUT 1.5 KM (0.95 MI) NORTHEAST OF GLENDALE CENTER, GO
 LW1861'SOUTH FOR 3.2 KM (2.0 MI) ON ROUTE 102 TO THE STATION MARK ON THE
 LW1861'RIGHT, NEAR THE BASE OF AN APPROXIMATE 25 FOOT HIGH LEDGE CUT.
 LW1861'
 LW1861'THE STATION IS A STANDARD RIGS DISK
 LW1861'STAMPED---BU 007 1986---,
 LW1861'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1861'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1861'40.5 METERS (133.0 FT) SOUTHEAST FROM A SQUARE STEEL CATCH BASIN
 LW1861'GRATE,
 LW1861'9.5 METERS (31.0 FT) NORTHWEST FROM THE CENTERLINE OF ROUTE 102,
 LW1861'3.7 METERS (12.0 FT) SOUTHEAST FROM THE BASE OF THE LEDGE CUT,
 LW1861'1.5 METERS (5.0 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1861
 LW1861                          STATION RECOVERY (1986)
 LW1861
 LW1861'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1861'2.5 KM (1.55 MI) EAST FROM HARRISVILLE CENTER.
 LW1861'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 102,
 LW1861'WHICH IS ABOUT 1.5 KM (0.95 MI) NORTHEAST OF GLENDALE CENTER, GO
 LW1861'SOUTH FOR 3.2 KM (2.0 MI) ON ROUTE 102 TO THE STATION MARK ON THE
 LW1861'RIGHT, NEAR THE BASE OF AN APPROXIMATE 25 FOOT HIGH LEDGE CUT.  THE
 LW1861'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW1861'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 40.5
 LW1861'METERS (133.0 FT) SOUTHEAST FROM A SQUARE STEEL CATCH BASIN GRATE,
 LW1861'9.5 METERS (31.0 FT) NORTHWEST FROM THE CENTERLINE OF ROUTE 102, 3.7
 LW1861'METERS (12.0 FT) SOUTHEAST FROM THE BASE OF A LEDGE CUT, 1.5 METERS
 LW1861'(5.0 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.  DESCRIBED BY JON
 LW1861'C.  SPEAKER.
 LW1861
 LW1861                          STATION RECOVERY (1987)
 LW1861
 LW1861'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1862 ***********************************************************************
 LW1862  DESIGNATION -  BU 008
 LW1862  PID         -  LW1862
 LW1862  STATE/COUNTY-  RI/PROVIDENCE
 LW1862  USGS QUAD   -  CHEPACHET (1975)
 LW1862
 LW1862                         *CURRENT SURVEY CONTROL
 LW1862  ___________________________________________________________________
 LW1862* NAD 83(1996)-  41 57 36.04640(N)    071 39 01.47021(W)     ADJUSTED  
 LW1862* NAVD 88     -        98.130  (meters)     321.95   (feet)  ADJUSTED  
 LW1862  ___________________________________________________________________
 LW1862  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 LW1862  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW1862  DYNAMIC HT  -          98.097 (meters)     321.84  (feet)  COMP
 LW1862  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LW1862
 LW1862  HORZ ORDER  -  SECOND
 LW1862  VERT ORDER  -  SECOND    CLASS II
 LW1862
 LW1862.The horizontal coordinates were established by classical geodetic methods
 LW1862.and adjusted by the National Geodetic Survey in August 1998..
 LW1862
 LW1862.The orthometric height was determined by differential leveling
 LW1862.and adjusted by the National Geodetic Survey in June 1991..
 LW1862
 LW1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1862
 LW1862.The geoid height was determined by GEOID03.
 LW1862
 LW1862.The dynamic height is computed by dividing the NAVD 88
 LW1862.geopotential number by the normal gravity value computed on the
 LW1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1862.degrees latitude (g = 980.6199 gals.).
 LW1862
 LW1862.The modeled gravity was interpolated from observed gravity values.
 LW1862
 LW1862;                    North         East     Units Scale Factor Converg.
 LW1862;SPC RI       -    97,377.879    87,530.828   MT  0.99999566   -0 06 02.0
 LW1862;SPC RI       -   319,480.59    287,174.06   sFT  0.99999566   -0 06 02.0
 LW1862;UTM  19      - 4,648,734.509   280,353.678   MT  1.00019369   -1 46 22.1
 LW1862
 LW1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1862!SPC RI       -   0.99998924  x   0.99999566  =   0.99998490
 LW1862!UTM  19      -   0.99998924  x   1.00019369  =   1.00018292
 LW1862
 LW1862                          SUPERSEDED SURVEY CONTROL
 LW1862
 LW1862  NAD 83(1996)-  41 57 36.04619(N)    071 39 01.47002(W) AD(       ) 2
 LW1862  NAD 83(1992)-  41 57 36.04533(N)    071 39 01.46920(W) AD(       ) 2
 LW1862  NAD 83(1992)-  41 57 36.04528(N)    071 39 01.46929(W) AD(       ) 2
 LW1862  NAD 83(1986)-  41 57 36.04542(N)    071 39 01.46869(W) AD(       ) 2
 LW1862  NGVD 29 (07/20/88)   98.37   (m)          322.7    (f) LEVELING    3  
 LW1862
 LW1862.Superseded values are not recommended for survey control.
 LW1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1862.See file dsdata.txt to determine how the superseded data were derived.
 LW1862
 LW1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8035448735(NAD 83)
 LW1862_MARKER: DD = SURVEY DISK
 LW1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1862_SP_SET: CONCRETE POST
 LW1862_STAMPING: BU 008 1986
 LW1862_MARK LOGO: RIGS  
 LW1862_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1862+STABILITY: SURFACE MOTION
 LW1862
 LW1862  HISTORY     - Date     Condition        Report By
 LW1862  HISTORY     - 1986     MONUMENTED       RIGS
 LW1862  HISTORY     - 1986     GOOD             RIGS
 LW1862
 LW1862                          STATION DESCRIPTION
 LW1862
 LW1862'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1862'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI)
 LW1862'NORTH-NORTHEAST OF CHEPACHET CENTER,
 LW1862'4.3 KM (2.65 MI) EAST OF PASCOAG CENTER, AND
 LW1862'2.2 KM (1.35 MI) SOUTHWEST OF GLENDALE CENTER.
 LW1862'OWNERSHIP--STATE RIGHT OF WAY.
 LW1862'
 LW1862'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND
 LW1862'102, WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO
 LW1862'NORTH FOR 5.2 KM (3.2 MI) ON ROUTE 102 TO THE STATION MARK ON THE
 LW1862'LEFT.
 LW1862'
 LW1862'THE STATION IS A STANDARD RIGS DISK
 LW1862'STAMPED---BU OO8 1986---,
 LW1862'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1862'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1862'15.2 METERS (50.0 FT) SOUTHWEST FROM A SQUARE METAL DROP
 LW1862'INLET AT NORTH EDGE OF HIGHWAY,
 LW1862'7.8 METERS (25.5 FT) WEST-NORTHWEST FROM THE CENTERLILNE OF ROUTE
 LW1862'102,
 LW1862'1.15 METERS (3.7 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1862
 LW1862                          STATION RECOVERY (1986)
 LW1862
 LW1862'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1862'2.2 KM (1.35 MI) SW FROM GLENDALE CENTER.
 LW1862'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 102,
 LW1862'WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO NORTH
 LW1862'FOR 5.2 KM (3.2 MI) ON ROUTE 102 TO THE STATION MARK ON THE LEFT.
 LW1862'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW1862'CONCRETE MONUMENT 30 CM IN DIAMETER AND FLUSH WITH THE GROUND.
 LW1862'LOCATED 15.2 METERS (50.0 FT) SOUTHWEST FROM A SQUARE METAL DROP
 LW1862'INLET AT NORTH EDGE OF HIGHWAY, 7.8 METERS (25.5 FT) WEST-NORTHWEST
 LW1862'FROM THE CENTERLINE OF ROUTE 102, 1.15 METERS (3.7 FT)EAST-SOUTHEAST
 LW1862'FROM A FIBERGLASS WITNESS POST.  DESCRIBED BY JON C.  SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1864 ***********************************************************************
 LW1864  DESIGNATION -  BU 009
 LW1864  PID         -  LW1864
 LW1864  STATE/COUNTY-  RI/PROVIDENCE
 LW1864  USGS QUAD   -  CHEPACHET (1975)
 LW1864
 LW1864                         *CURRENT SURVEY CONTROL
 LW1864  ___________________________________________________________________
 LW1864* NAD 83(1996)-  41 56 59.27625(N)    071 39 18.50728(W)     ADJUSTED  
 LW1864* NAVD 88     -       130.413  (meters)     427.86   (feet)  ADJUSTED  
 LW1864  ___________________________________________________________________
 LW1864  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 LW1864  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW1864  DYNAMIC HT  -         130.369 (meters)     427.72  (feet)  COMP
 LW1864  MODELED GRAV-     980,280.6   (mgal)                       NAVD 88
 LW1864
 LW1864  HORZ ORDER  -  SECOND
 LW1864  VERT ORDER  -  SECOND    CLASS II
 LW1864
 LW1864.The horizontal coordinates were established by classical geodetic methods
 LW1864.and adjusted by the National Geodetic Survey in August 1998..
 LW1864
 LW1864.The orthometric height was determined by differential leveling
 LW1864.and adjusted by the National Geodetic Survey in June 1991..
 LW1864
 LW1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1864
 LW1864.The geoid height was determined by GEOID03.
 LW1864
 LW1864.The dynamic height is computed by dividing the NAVD 88
 LW1864.geopotential number by the normal gravity value computed on the
 LW1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1864.degrees latitude (g = 980.6199 gals.).
 LW1864
 LW1864.The modeled gravity was interpolated from observed gravity values.
 LW1864
 LW1864;                    North         East     Units Scale Factor Converg.
 LW1864;SPC RI       -    96,244.099    87,136.438   MT  0.99999579   -0 06 13.4
 LW1864;SPC RI       -   315,760.85    285,880.13   sFT  0.99999579   -0 06 13.4
 LW1864;UTM  19      - 4,647,612.497   279,926.289   MT  1.00019600   -1 46 32.2
 LW1864
 LW1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1864!SPC RI       -   0.99998418  x   0.99999579  =   0.99997997
 LW1864!UTM  19      -   0.99998418  x   1.00019600  =   1.00018017
 LW1864
 LW1864                          SUPERSEDED SURVEY CONTROL
 LW1864
 LW1864  NAD 83(1996)-  41 56 59.27602(N)    071 39 18.50707(W) AD(       ) 2
 LW1864  NAD 83(1992)-  41 56 59.27518(N)    071 39 18.50630(W) AD(       ) 2
 LW1864  NAD 83(1992)-  41 56 59.27513(N)    071 39 18.50640(W) AD(       ) 2
 LW1864  NAD 83(1986)-  41 56 59.27536(N)    071 39 18.50570(W) AD(       ) 2
 LW1864  NGVD 29 (07/20/88)  130.66   (m)          428.7    (f) LEVELING    3  
 LW1864
 LW1864.Superseded values are not recommended for survey control.
 LW1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1864.See file dsdata.txt to determine how the superseded data were derived.
 LW1864
 LW1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7992647612(NAD 83)
 LW1864_MARKER: DD = SURVEY DISK
 LW1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1864_SP_SET: CONCRETE POST
 LW1864_STAMPING: BU 009 1986
 LW1864_MARK LOGO: RIGS  
 LW1864_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1864+STABILITY: SURFACE MOTION
 LW1864
 LW1864  HISTORY     - Date     Condition        Report By
 LW1864  HISTORY     - 1986     MONUMENTED       RIGS
 LW1864  HISTORY     - 1986     GOOD             RIGS
 LW1864
 LW1864                          STATION DESCRIPTION
 LW1864
 LW1864'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1864'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 LW1864'NORTH-NORTHEAST OF CHEPACHET CENTER,
 LW1864'3.9 KM (2.45 MI) EAST-SOUTHEAST OF PASCOAG CENTER, AND
 LW1864'3.3 KM (2.05 MI) SOUTHWEST OF GLENDALE CENTER.
 LW1864'OWNERSHIP--STATE RIGHT OF WAY.
 LW1864'
 LW1864'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND
 LW1864'102, WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO
 LW1864'NORTH FOR 3.9 KM (2.45 MI) ON ROUTE 102 TO THE STATION MARK ON THE
 LW1864'RIGHT.
 LW1864'
 LW1864'THE STATION IS A STANDARD RIGS DISK
 LW1864'STAMPED---BU 009 1986---,
 LW1864'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1864'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1864'33.4 METERS (109.5 FT) EAST-NORTHEAST FROM A BVE CO UTILITY POLE
 LW1864'285,
 LW1864'25.2 METERS (82.5 FT) SOUTH FROM A BVE CO UTILITY POLE 284,
 LW1864'9.35 METERS (30.7 FT) SOUTHEAST FROM THE CENTERLINE OF ROUTE 102,
 LW1864'1.5 METERS (5.0 FT) WEST-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW1864
 LW1864                          STATION RECOVERY (1986)
 LW1864
 LW1864'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1864'3.3 KM (2.05 MI) SW FROM GLENDALE CENTER.
 LW1864'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 102,
 LW1864'WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO NORTH
 LW1864'FOR 3.9 KM (2.45 MI) ON ROUTE 102 TO THE STATION MARK ON THE RIGHT.
 LW1864'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW1864'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 LW1864'33.4 METERS (109.5 FT) EAST-NORTHEAST FROM A BVE CO UTILITY POLE 285,
 LW1864'25.2 METERS (82.5 FT) SOUTH FROM A BVE CO UTILITY POLE 284, 9.35
 LW1864'METERS (30.7 FT) SOUTHEAST FROM THE CENTERLINE OF ROUTE 102, 1.5
 LW1864'METERS (5.0 FT) WEST-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW1864'DESCRIBED BY JON C.  SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1865 ***********************************************************************
 LW1865  DESIGNATION -  BU 010
 LW1865  PID         -  LW1865
 LW1865  STATE/COUNTY-  RI/PROVIDENCE
 LW1865  USGS QUAD   -  CHEPACHET (1975)
 LW1865
 LW1865                         *CURRENT SURVEY CONTROL
 LW1865  ___________________________________________________________________
 LW1865* NAD 83(1996)-  41 55 56.13562(N)    071 39 58.50195(W)     ADJUSTED  
 LW1865* NAVD 88     -       140.586  (meters)     461.24   (feet)  ADJUSTED  
 LW1865  ___________________________________________________________________
 LW1865  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 LW1865  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW1865  DYNAMIC HT  -         140.537 (meters)     461.08  (feet)  COMP
 LW1865  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 LW1865
 LW1865  HORZ ORDER  -  SECOND
 LW1865  VERT ORDER  -  SECOND    CLASS II
 LW1865
 LW1865.The horizontal coordinates were established by classical geodetic methods
 LW1865.and adjusted by the National Geodetic Survey in August 1998..
 LW1865
 LW1865.The orthometric height was determined by differential leveling
 LW1865.and adjusted by the National Geodetic Survey in June 1991..
 LW1865
 LW1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1865
 LW1865.The geoid height was determined by GEOID03.
 LW1865
 LW1865.The dynamic height is computed by dividing the NAVD 88
 LW1865.geopotential number by the normal gravity value computed on the
 LW1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1865.degrees latitude (g = 980.6199 gals.).
 LW1865
 LW1865.The modeled gravity was interpolated from observed gravity values.
 LW1865
 LW1865;                    North         East     Units Scale Factor Converg.
 LW1865;SPC RI       -    94,297.736    86,211.501   MT  0.99999609   -0 06 40.0
 LW1865;SPC RI       -   309,375.16    282,845.57   sFT  0.99999609   -0 06 40.0
 LW1865;UTM  19      - 4,645,693.555   278,944.769   MT  1.00020133   -1 46 56.8
 LW1865
 LW1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1865!SPC RI       -   0.99998259  x   0.99999609  =   0.99997868
 LW1865!UTM  19      -   0.99998259  x   1.00020133  =   1.00018391
 LW1865
 LW1865                          SUPERSEDED SURVEY CONTROL
 LW1865
 LW1865  NAD 83(1996)-  41 55 56.13535(N)    071 39 58.50171(W) AD(       ) 2
 LW1865  NAD 83(1992)-  41 55 56.13454(N)    071 39 58.50102(W) AD(       ) 2
 LW1865  NAD 83(1992)-  41 55 56.13448(N)    071 39 58.50114(W) AD(       ) 2
 LW1865  NAD 83(1986)-  41 55 56.13475(N)    071 39 58.50039(W) AD(       ) 2
 LW1865  NGVD 29 (07/20/88)  140.83   (m)          462.0    (f) LEVELING    3  
 LW1865
 LW1865.Superseded values are not recommended for survey control.
 LW1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1865.See file dsdata.txt to determine how the superseded data were derived.
 LW1865
 LW1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7894545694(NAD 83)
 LW1865_MARKER: DD = SURVEY DISK
 LW1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1865_SP_SET: CONCRETE POST
 LW1865_STAMPING: BU 010 1986
 LW1865_MARK LOGO: RIGS  
 LW1865_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1865+STABILITY: SURFACE MOTION
 LW1865
 LW1865  HISTORY     - Date     Condition        Report By
 LW1865  HISTORY     - 1986     MONUMENTED       RIGS
 LW1865  HISTORY     - 1986     GOOD             RIGS
 LW1865
 LW1865                          STATION DESCRIPTION
 LW1865
 LW1865'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1865'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI)
 LW1865'SOUTH-SOUTHWEST OF GENDALE CENTER,
 LW1865'4.0 KM (2.5 MI) SOUTHEAST OF PASCOAG CENTER, AND
 LW1865'2.0 KM (1.25 MI) NORTH-NORTHEAST OF CHEPACHET CENTER.
 LW1865'OWNERSHIP--STATE RIGHT OF WAY.
 LW1865'
 LW1865'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND
 LW1865'102, WHICH IS ABOUT 0.16 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO
 LW1865'NORTH FOR 0.2 KM (1.1 MI) ON ROUTE 102 TO THE STATION MARK ON THE
 LW1865'RIGHT.
 LW1865'
 LW1865'THE STATION IS A STANDARD RIGS DISK
 LW1865'STAMPED---BU 010 1986---,
 LW1865'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1865'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1865'8.5 METERS (26.5 FT) SOUTHEAST FROM THE CENTERLINE OF ROUTE 102,
 LW1865'2.3 METERS (7.5 FT) SOUTH-SOUTHWEST FROM A DRILL HOLE ON TOP OF A
 LW1865'GRANITE GUTTER MOUTH ON THE SOUTH SIDE OF ROUTE 102,
 LW1865'1.6 METERS (5.2 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW1865
 LW1865                          STATION RECOVERY (1986)
 LW1865
 LW1865'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1865'2.0 KM (1.25 MI) NNE FROM CHEPACHET CENTER.
 LW1865'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 102,
 LW1865'WHICH IS ABOUT 0.16 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO NORTH
 LW1865'FOR 1.8 KM (1.1 MI) ON ROUTE 102 TO THE STATION MARK ON THE RIGHT.
 LW1865'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW1865'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 LW1865'8.5 METERS (26.5 FT) SOUTHEAST FROM THE CENTERLINE OF ROUTE 102, 2.3
 LW1865'METERS (7.5 FT) SOUTH-SOUTHWEST FROM A DRILL HOLE ON TOP OF A GRANITE
 LW1865'INLET STONE ON THE SOUTH SIDE OF ROUTE 102, 1.6 METERS (5.2 FT)
 LW1865'NORTHWEST FROM A FIBERGLASS WITNESS POST.  DESCRIBED BY JON C.
 LW1865'SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3638 ***********************************************************************
 LW3638  DESIGNATION -  BUCK
 LW3638  PID         -  LW3638
 LW3638  STATE/COUNTY-  RI/PROVIDENCE
 LW3638  USGS QUAD   -  THOMPSON (1974)
 LW3638
 LW3638                         *CURRENT SURVEY CONTROL
 LW3638  ___________________________________________________________________
 LW3638* NAD 83(1996)-  41 58 34.90486(N)    071 46 39.48649(W)     ADJUSTED  
 LW3638* NAVD 88     -       223.6    (meters)     734.     (feet)  VERTCON   
 LW3638  ___________________________________________________________________
 LW3638  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 LW3638  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LW3638
 LW3638  HORZ ORDER  -  FIRST
 LW3638
 LW3638.The horizontal coordinates were established by classical geodetic methods
 LW3638.and adjusted by the National Geodetic Survey in August 1998..
 LW3638
 LW3638.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3638
 LW3638.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3638
 LW3638.The geoid height was determined by GEOID03.
 LW3638
 LW3638;                    North         East     Units Scale Factor Converg.
 LW3638;SPC RI       -    99,220.203    76,989.341   MT  1.00000026   -0 11 08.5
 LW3638;SPC RI       -   325,524.95    252,589.20   sFT  1.00000026   -0 11 08.5
 LW3638;SPC MA M     -   858,481.313   176,989.888   MT  0.99997217   -0 11 11.4
 LW3638;SPC MA M     - 2,816,534.11    580,674.32   sFT  0.99997217   -0 11 11.4
 LW3638;SPC CT       -   279,800.824   385,390.930   MT  1.00001295   +0 38 41.0
 LW3638;SPC CT       -   917,979.87  1,264,403.41   sFT  1.00001295   +0 38 41.0
 LW3638;UTM  19      - 4,650,884.210   269,868.099   MT  1.00025173   -1 51 30.8
 LW3638
 LW3638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3638!SPC RI       -   0.99996956  x   1.00000026  =   0.99996982
 LW3638!SPC MA M     -   0.99996956  x   0.99997217  =   0.99994173
 LW3638!SPC CT       -   0.99996956  x   1.00001295  =   0.99998250
 LW3638!UTM  19      -   0.99996956  x   1.00025173  =   1.00022128
 LW3638
 LW3638|---------------------------------------------------------------------|
 LW3638| PID    Reference Object                     Distance      Geod. Az  |
 LW3638|                                                           dddmmss.s |
 LW3638| CB7171 BUCK RM 3                            40.069 METERS 00544     |
 LW3638| LW3636 BURRILLVILLE W L SANITARIUM TK      APPROX. 2.5 KM 0304718.8 |
 LW3638| LW3511 HARRISVILLE WATER CO TANK           APPROX. 8.8 KM 0935112.2 |
 LW3638| LW3514 PASCOAG FIRST BAP CH SPIRE          APPROX. 6.3 KM 1075956.0 |
 LW3638| LW3510 PASCOAG FIRE DIST STANDPIPE         APPROX. 6.4 KM 1124257.8 |
 LW3638| CB7169 BUCK RM 1                            56.108 METERS 12946     |
 LW3638| LW3637 BM AT BUCK                           15.370 METERS 17407     |
 LW3638| LW3644 BUCK HILL LOT                        81.060 METERS 17822     |
 LW3638| LW3642 PRAY                                APPROX. 5.5 KM 2062210.4 |
 LW3638| CB7170 BUCK RM 2                            37.975 METERS 24331     |
 LW3638| MY3732 WEBSTER CABLE TV MAST               APPROX. 9.5 KM 3394544.7 |
 LW3638|---------------------------------------------------------------------|
 LW3638
 LW3638                          SUPERSEDED SURVEY CONTROL
 LW3638
 LW3638  NAD 83(1996)-  41 58 34.90472(N)    071 46 39.48640(W) AD(       ) 1
 LW3638  NAD 83(1992)-  41 58 34.90418(N)    071 46 39.48556(W) AD(       ) 1
 LW3638  NAD 83(1992)-  41 58 34.90415(N)    071 46 39.48563(W) AD(       ) 1
 LW3638  NAD 83(1986)-  41 58 34.90502(N)    071 46 39.48428(W) AD(       ) 1
 LW3638  NAD 27      -  41 58 34.55074(N)    071 46 41.23253(W) AD(       ) 1
 LW3638  NGVD 29 (07/19/86)  223.8    (m)          734.     (f) VERT ANG       
 LW3638
 LW3638.Superseded values are not recommended for survey control.
 LW3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3638.See file dsdata.txt to determine how the superseded data were derived.
 LW3638
 LW3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6986850884(NAD 83)
 LW3638_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3638_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3638+STABILITY: SURFACE MOTION
 LW3638
 LW3638  HISTORY     - Date     Condition        Report By
 LW3638  HISTORY     - 1937     MONUMENTED       CTGS
 LW3638  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3638  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW3638
 LW3638                          STATION DESCRIPTION
 LW3638
 LW3638'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3638'STATION IS ON BUCK HILL IN THE TOWN OF BURRILLVILLE, IN THE
 LW3638'STATE OF RHODE ISLAND, ABOUT 6-1/2 MILES NORTHWEST OF PASCOAG,
 LW3638'AND 3.2 MILES EAST OF THE CONN.-R.I. STATE LINE.  IT IS SITUATED
 LW3638'IN CLEARANCE ON THE SUMMIT OF SAID HILL, JUST NORTH OF PAVED
 LW3638'ROAD WHICH RUNS EAST-WEST OVER THE HILL.  STATION IS 49.71 FEET
 LW3638'NORTHEAST OF AIR BEACON.  THE STATION MARK IS A STANDARD DISK
 LW3638'STAMPED BUCK-1937 SET IN A SQUARE CONCRETE POST, THE TOP BEING
 LW3638'FLUSH WITH THE GROUND.
 LW3638'
 LW3638'TO REACH FROM THE PASCOAG POST OFFICE, GO WEST ON ROAD TO
 LW3638'BRIDGETON, 0.1 MILE AND TURN RIGHT AT SIGN WALLAM LAKE.  PROCEED
 LW3638'0.8 MILE TO Y AT 3-STORY, WHITE, FRAME FACTORY ON RIGHT.  BEAR
 LW3638'LEFT (ON WALLAM LAKE ROAD) FOR 0.1 MILE TO T ROAD LEFT AT SIGN
 LW3638'WALLAM LAKE, TURN LEFT AND GO 0.1 MILE TO T RIGHT, TURN RIGHT
 LW3638'WITH MAIN ROAD (WALLAM LAKE ROAD) AND GO 2.6 MILES TO Y (PAVED
 LW3638'ROAD RIGHT AND LEFT).  BEAR LEFT (WEST) AND GO 1.3 MILE TO AIR
 LW3638'BEACON AND STATION.
 LW3638'
 LW3638'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LW3638'DISKS SET IN CONCRETE, NOTES 1A, 7A, 12C, AND 12A.
 LW3638'
 LW3638'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BUCK-1937-NO. 1
 LW3638'WEDGED IN A DRILL HOLE OF A BOULDER, 2 FEET HIGH, 6 FEET
 LW3638'LONG, AND 3 FEET WIDE.  184.15 FEET SOUTHEAST OF STATION.
 LW3638'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BUCK-1937-NO. 2
 LW3638'WEDGED IN A DRILL HOLE OF A BOULDER, 4 FEET HIGH, 12 FEET
 LW3638'LONG, AND 5 FEET WIDE.  124.62 FEET SOUTHWEST OF STATION.
 LW3638'REFERENCE NO. 3 IS A STANDARD DISK STAMPED BUCK-1937-NO. 3
 LW3638'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 8 FEET IN
 LW3638'DIAMETER.  131.48 FEET NORTH OF STATION.
 LW3638'
 LW3638'UNDERGROUND STATION MARK SET ABOUT 38 INCHES BELOW GROUND
 LW3638'LEVEL, A STANDARD DISK SET IN A BLOCK OF CONCRETE WITH 3 INCHES
 LW3638'OF SAND BETWEEN DISK AND SURFACE MONUMENT.
 LW3638'
 LW3638'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 LW3638
 LW3638                          STATION RECOVERY (1968)
 LW3638
 LW3638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3638'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LW3638'CONDITION.  THE AIRWAY BEACON AT STATION SITE MENTIONED IN
 LW3638'ORIGINAL DESCRIPTION HAS BEEN DESTROYED.  THE DISTANCE TO
 LW3638'REFERENCE MARKS 2 AND 3 CHECKED.  DISTANCE TO REFERENCE MARK 1 WAS
 LW3638'MEASURED SLIGHTLY SHORTER.  THE DIRECTION TO ALL REFERENCE MARKS
 LW3638'CHECKED WITH ORIGINAL DESCRIPTION.  DUE TO VARIOUS CHANGES A
 LW3638'COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3638'
 LW3638'STATION IS LOCATED IN THE NORTHWEST CORNER OF STATE OF RHODE
 LW3638'ISLAND, 4-1/4 MILES NORTHWEST OF PASCOAG, 2-1/2 MILES SOUTH OF
 LW3638'RHODE ISLAND-MASSACHUSETTS STATE LINE, 1 MILE EAST OF THE RHODE
 LW3638'ISLAND-CONNECTICUT STATE LINE, ABOUT 260 FEET NORTH OF THE BUCK
 LW3638'HILL FIRE TOWER AND ON PROPERTY OF STATE OF RHODE ISLAND.
 LW3638'
 LW3638'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 107 IN THE
 LW3638'BUSINESS SECTION OF PASCOAG, GO WEST, THENCE NORTHWESTERLY ON
 LW3638'STATE HIGHWAY 100 FOR 3.4 MILES TO A FORK, KEEP LEFT (BUCK HILL
 LW3638'ROAD) FOR 0.1 MILE TO FORK, KEEP LEFT AND FOLLOW BUCK HILL ROAD
 LW3638'WEST AND SOUTHWESTERLY FOR 1.4 MILES TO THE BUCK HILL FIRE TOWER
 LW3638'ON LEFT AND STATION ON RIGHT AS DESCRIBED.
 LW3638'
 LW3638'STATION MARK, STAMPED BUCK 1937, IS SET IN A CONCRETE POST FLUSH
 LW3638'WITH THE SURFACE OF THE GROUND.  IT IS 253 FEET NORTH OF THE
 LW3638'NORTHEAST CORNER OF FENCE AROUND THE BUCK HILL FIRE TOWER, 216.5
 LW3638'FEET NORTH OF CENTER OF BUCK HILL ROAD, 61.5 FEET NORTH OF NORTH
 LW3638'EDGE OF ASPHALT PARKING AREA AND 6.5 FEET WEST OF WITNESS
 LW3638'POST.  (NOTE 1A 7A)
 LW3638'
 LW3638'RM 1, STAMPED BUCK NO 1 1937, IS CEMENTED IN A DRILL HOLE IN
 LW3638'TOP OF A BOULDER WHICH PROJECTS 2 FOOT AND IS 4 BY 6 FEET IN
 LW3638'SIZE.  IT IS 65 FEET NORTH OF CENTER OF BUCK HILL ROAD AND 5.5
 LW3638'FEET NORTHWEST OF A METAL WITNESS POST.  (NOTE 12C)
 LW3638'
 LW3638'RM 2, STAMPED BUCK NO 2 1937, IS CEMENTED IN A DRILL HOLE IN
 LW3638'TOP OF A BOULDER WHICH PROJECTS 4 FOOT AND IS 6 BY 12 FEET
 LW3638'IN SIZE.  IT IS 132.6 FEET SOUTHWEST OF METAL WITNESS POST AT
 LW3638'STATION MARK.  (NOTE 12C)
 LW3638'
 LW3638'RM 3, STAMPED BUCK NO 3 1937, IS CEMENTED IN A DRILL HOLE IN
 LW3638'TOP OF A BEDROCK FORMATION WHICH PROJECTS ABOUT 18 INCHES AND IS
 LW3638'6 BY 10 FEET IN SIZE.  IT IS 4.2 FEET NORTH OF WITNESS
 LW3638'POST.  (NOTE 12A)
 LW3638'
 LW3638'BURRILLVILLE RI DEPT OF PUBLIC ROADS BM, STAMPED B.M. ELEV., IS
 LW3638'A BRONZE DISK LEADED IN A DRILL HOLE IN A CONCRETE FOUNDATION.  IT
 LW3638'IS FLUSH WITH SURFACE OF GROUND, 52 FEET SOUTH OF A METAL WITNESS
 LW3638'POST AND 13 FEET NORTH OF THE NORTH EDGE OF AN ASPHALT PARKING
 LW3638'AREA.
 LW3638'
 LW3638'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 LW3638'
 LW3638'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3638'4-1/4 MILES NORTHWEST OF PASCOAG.
 LW3638
 LW3638                          STATION RECOVERY (1977)
 LW3638
 LW3638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3638'THE STATION MARK, REFERENCE MARKS 1, 2, 3 AND BM RIPR WERE
 LW3638'RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO REFERENCE MARKS
 LW3638'1, 2, 3 AND BM RIPR CHECKED WITH PREVIOUS OBSERVATIONS.  THE
 LW3638'DISTANCE TO REFERENCE MARKS 2 AND 3 CHECKED WITH PREVIOUS
 LW3638'MEASUREMENTS.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 LW3638'LONGER BY 0.04 FOOT.  THE TRAVERSE DISTANCE TO BM RIPR WAS
 LW3638'FOUND SHORTER BY 0.008 METER.
 LW3638'
 LW3638'DUE TO VARIOUS CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LW3638'
 LW3638'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF PASCOAG,
 LW3638'2-1/2 MILES SOUTH OF THE RHODE ISLAND-MASSACHUSETTS STATE LINE,
 LW3638'1 MILE EAST OF THE RHODE ISLAND-CONNECTICUT STATE LINE AND ON
 LW3638'THE PROPERTY OF THE STATE OF RHODE ISLAND.
 LW3638'
 LW3638'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100
 LW3638'AND 107 IN PASCOAG, GO WEST-NORTHWEST ON HIGHWAY 100 FOR 3.4
 LW3638'MILES TO A FORK.  TAKE LEFT FORK AND CONTINUE NORTHWEST ON
 LW3638'BUCK HILL ROAD FOR 0.15 MILE TO A FORK.  TAKE LEFT FORK AND
 LW3638'FOLLOW BUCK HILL ROAD WESTERLY FOR 1.3 MILES TO BUCK HILL FIRE
 LW3638'TOWER ON THE LEFT AND STATION ON THE RIGHT AS DESCRIBED.
 LW3638'
 LW3638'STATION MARKS, STAMPED---BUCK 1937---, ARE STANDARD DISKS.
 LW3638'THE SURFACE MARK IS SET IN THE TOP OF A SQUARE CONCRETE
 LW3638'MONUMENT THAT IS FLUSH WITH THE GROUND.  THE UNDERGROUND MARK
 LW3638'IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES
 LW3638'BELOW THE GROUND SURFACE.  THEY ARE 214 FEET NORTH-NORTHEAST
 LW3638'OF THE CENTER OF BUCK HILL ROAD, 63.5 FEET NORTH-NORTHEAST
 LW3638'OF THE NORTH EDGE OF PAVED PARKING AREA AND 4.5 FEET WEST OF
 LW3638'A METAL WITNESS POST.
 LW3638'A 30-INCH LONG STEEL ROD WAS DRIVEN BY THE STATION MARK.
 LW3638'
 LW3638'REFERENCE MARK 1, STAMPED---BUCK 1937 NO 1---, IS A STANDARD
 LW3638'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 LW3638'3 FEET.
 LW3638'IT IS 64 FEET NORTHWEST OF THE CENTER OF BUCK HILL
 LW3638'ROAD AND 5.5 FEET NORTHWEST OF A METAL WITNESS POST.
 LW3638'
 LW3638'REFERENCE MARK 2, STAMPED---BUCK 1937 NO 2---, IS A STANDARD
 LW3638'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 LW3638'5 FEET.  IT IS 9.5 FEET SOUTH OF A 6-INCH OAK TREE AND 6 FEET
 LW3638'NORTHWEST OF THE CENTER OF THREE OAK TREES.
 LW3638'
 LW3638'REFERENCE MARK 3, STAMPED---BUCK 1937 NO 3---, IS A STANDARD
 LW3638'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 LW3638'2 FEET.  IT IS 132 FEET NORTH OF THE METAL WITNESS POST AT THE
 LW3638'STATION MARK AND 4 FEET NORTH OF A METAL WITNESS POST.
 LW3638'
 LW3638'RHODE ISLAND BOARD OF PUBLIC ROADS BENCH MARK, IS A BRONZE
 LW3638'DISK CEMENTED IN A DRILL HOLE IN A SLAB OF CONCRETE THAT IS
 LW3638'FLUSH WITH THE GROUND.  THERE IS NO STAMPING ON THE DISK.  IT
 LW3638'IS 164.5 FEET NORTH-NORTHEAST OF THE CENTER OF BUCK HILL ROAD
 LW3638'AND 14 FEET NORTH-NORTHEAST OF THE NORTH EDGE OF THE PAVED
 LW3638'PARKING AREA.
 LW3638'
 LW3638'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES AND BRUSH.
 LW3638'
 LW3638'HEIGHT OF LIGHT ABOVE MARK WAS 30.5 METERS.
 LW3638'
 LW3638'DESCRIBED BY L.K. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3644 ***********************************************************************
 LW3644  DESIGNATION -  BUCK HILL LOT
 LW3644  PID         -  LW3644
 LW3644  STATE/COUNTY-  RI/PROVIDENCE
 LW3644  USGS QUAD   -  THOMPSON (1974)
 LW3644
 LW3644                         *CURRENT SURVEY CONTROL
 LW3644  ___________________________________________________________________
 LW3644* NAD 83(1996)-  41 58 32.27867(N)    071 46 39.38589(W)     ADJUSTED  
 LW3644* NAVD 88     -                                                        
 LW3644  ___________________________________________________________________
 LW3644  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 LW3644  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LW3644
 LW3644  HORZ ORDER  -  THIRD
 LW3644
 LW3644.The horizontal coordinates were established by classical geodetic methods
 LW3644.and adjusted by the National Geodetic Survey in August 1998..
 LW3644
 LW3644
 LW3644.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3644
 LW3644.The geoid height was determined by GEOID03.
 LW3644
 LW3644;                    North         East     Units Scale Factor Converg.
 LW3644;SPC RI       -    99,139.169    76,991.394   MT  1.00000026   -0 11 08.4
 LW3644;SPC RI       -   325,259.09    252,595.93   sFT  1.00000026   -0 11 08.4
 LW3644;UTM  19      - 4,650,803.130   269,867.786   MT  1.00025173   -1 51 30.7
 LW3644
 LW3644                          SUPERSEDED SURVEY CONTROL
 LW3644
 LW3644  NAD 83(1996)-  41 58 32.27853(N)    071 46 39.38580(W) AD(       ) 4
 LW3644  NAD 83(1992)-  41 58 32.27798(N)    071 46 39.38498(W) AD(       ) 4
 LW3644  NAD 83(1992)-  41 58 32.27795(N)    071 46 39.38505(W) AD(       ) 4
 LW3644  NAD 83(1986)-  41 58 32.27867(N)    071 46 39.38366(W) AD(       ) 4
 LW3644  NAD 27      -  41 58 31.92423(N)    071 46 41.13186(W) AD(       ) 3
 LW3644
 LW3644.Superseded values are not recommended for survey control.
 LW3644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3644.See file dsdata.txt to determine how the superseded data were derived.
 LW3644
 LW3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6986850803(NAD 83)
 LW3644
 LW3644  HISTORY     - Date     Condition        Report By
 LW3644  HISTORY     - 1977     MONUMENTED       NGS
 LW3644  HISTORY     - 20040424 GOOD             GEOCAC
 LW3644
 LW3644                          STATION DESCRIPTION
 LW3644
 LW3644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3644'THE STATION IS THE VENT ON THE TOP CENTER OF THE BUCK HILL
 LW3644'LOOKOUT TOWER.  THE TOWER IS SILVER IN COLOR, SUPPORTED BY
 LW3644'4 LEGS, ABOUT 80 FEET TALL AND OWNED BY THE RHODE ISLAND
 LW3644'DEPARTMENT OF NATURAL RESORCES.
 LW3644'
 LW3644'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF PASCOAG,
 LW3644'2-1/2 MILES SOUTH OF THE RHODE ISLAND-MASSACHUSETTS STATE
 LW3644'LINE AND 1 MILE EAST OF THE RHODE ISLAND-CONNECTICUT STATE
 LW3644'LINE.
 LW3644'
 LW3644'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LW3644'100 AND 107 IN PASCOAG, GO WEST AND NORTHWEST ON STATE
 LW3644'HIGHWAY 100 FOR 3.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 LW3644'AND GO WEST ON BUCK HILL ROAD FOR 0.1 MILE TO A FORK.  TAKE
 LW3644'THE LEFT FORK AND GO WESTERLY ON BUCK HILL ROAD FOR 1.2 MILES
 LW3644'TO THE STATION ON THE LEFT.
 LW3644'
 LW3644'DESCRIBED BY A.G. THACKER.
 LW3644
 LW3644                          STATION RECOVERY (2004)
 LW3644
 LW3644'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW3644'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2880 ***********************************************************************
 LW2880  DESIGNATION -  BULL POINT CUPOLA
 LW2880  PID         -  LW2880
 LW2880  STATE/COUNTY-  RI/NEWPORT
 LW2880  USGS QUAD   -  NEWPORT (1975)
 LW2880
 LW2880                         *CURRENT SURVEY CONTROL
 LW2880  ___________________________________________________________________
 LW2880* NAD 83(1996)-  41 28 48.02914(N)    071 21 20.46134(W)     ADJUSTED  
 LW2880* NAVD 88     -                                                        
 LW2880  ___________________________________________________________________
 LW2880  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 LW2880  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW2880
 LW2880  HORZ ORDER  -  THIRD
 LW2880
 LW2880.The horizontal coordinates were established by classical geodetic methods
 LW2880.and adjusted by the National Geodetic Survey in August 1998..
 LW2880
 LW2880
 LW2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2880
 LW2880.The geoid height was determined by GEOID03.
 LW2880
 LW2880;                    North         East     Units Scale Factor Converg.
 LW2880;SPC RI       -    44,064.223   112,053.489   MT  0.99999554   +0 05 44.1
 LW2880;SPC RI       -   144,567.37    367,628.82   sFT  0.99999554   +0 05 44.1
 LW2880;UTM  19      - 4,594,723.582   303,320.762   MT  1.00007607   -1 33 38.9
 LW2880
 LW2880                          SUPERSEDED SURVEY CONTROL
 LW2880
 LW2880  NAD 83(1996)-  41 28 48.02867(N)    071 21 20.46055(W) AD(       ) 4
 LW2880  NAD 83(1992)-  41 28 48.02756(N)    071 21 20.46069(W) AD(       ) 4
 LW2880  NAD 83(1992)-  41 28 48.02696(N)    071 21 20.46031(W) AD(       ) 4
 LW2880  NAD 83(1986)-  41 28 48.02690(N)    071 21 20.45848(W) AD(       ) 4
 LW2880  NAD 27      -  41 28 47.66183(N)    071 21 22.27269(W) AD(       ) 3
 LW2880
 LW2880.Superseded values are not recommended for survey control.
 LW2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2880.See file dsdata.txt to determine how the superseded data were derived.
 LW2880
 LW2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0332194724(NAD 83)
 LW2880_MARKER: 86 = CUPOLA
 LW2880
 LW2880  HISTORY     - Date     Condition        Report By
 LW2880  HISTORY     - 1915     FIRST OBSERVED   CGS
 LW2880  HISTORY     - 1954     GOOD             CGS
 LW2880  HISTORY     - 19941013 MARK NOT FOUND   USPSQD
 LW2880
 LW2880                          STATION DESCRIPTION
 LW2880
 LW2880'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2880'THE DOME TOP OF A TOWER ON A HOUSE ON THE SE SIDE OF BULLS POINT
 LW2880'ON THE E SIDE OF CONANICUT ISLAND, ABOUT 1-1/4 MILES NE BY N OF
 LW2880'CASTLE HILL LIGHTHOUSE.  THE HOUSE BELONGS TO ISAAC CLOTHIER.
 LW2880
 LW2880                          STATION RECOVERY (1954)
 LW2880
 LW2880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2880'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 LW2880'AND COMPLETE.
 LW2880
 LW2880                          STATION RECOVERY (1994)
 LW2880
 LW2880'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2306 ***********************************************************************
 LW2306  DESIGNATION -  BULLOCK POINT LIGHT
 LW2306  PID         -  LW2306
 LW2306  STATE/COUNTY-  RI/KENT
 LW2306  USGS QUAD   -  BRISTOL (1975)
 LW2306
 LW2306                         *CURRENT SURVEY CONTROL
 LW2306  ___________________________________________________________________
 LW2306* NAD 83(1996)-  41 44 15.74021(N)    071 21 51.05767(W)     ADJUSTED  
 LW2306* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 LW2306  ___________________________________________________________________
 LW2306  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW2306  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW2306
 LW2306  HORZ ORDER  -  THIRD
 LW2306
 LW2306.The horizontal coordinates were established by classical geodetic methods
 LW2306.and adjusted by the National Geodetic Survey in August 1998..
 LW2306
 LW2306.The orthometric height was scaled from a topographic map.
 LW2306
 LW2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2306
 LW2306.The geoid height was determined by GEOID03.
 LW2306
 LW2306;                    North         East     Units Scale Factor Converg.
 LW2306;SPC RI       -    72,684.259   111,298.590   MT  0.99999532   +0 05 25.5
 LW2306;SPC RI       -   238,464.94    365,152.12   sFT  0.99999532   +0 05 25.5
 LW2306;UTM  19      - 4,623,355.777   303,395.566   MT  1.00007568   -1 34 27.8
 LW2306
 LW2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2306!SPC RI       -   0.99999529  x   0.99999532  =   0.99999061
 LW2306!UTM  19      -   0.99999529  x   1.00007568  =   1.00007097
 LW2306
 LW2306:                Primary Azimuth Mark                     Grid Az
 LW2306:SPC RI       -  WEST BARRINGTON WATER TANK               053 02 02.7
 LW2306:UTM  19      -  WEST BARRINGTON WATER TANK               054 41 56.0
 LW2306
 LW2306|---------------------------------------------------------------------|
 LW2306| PID    Reference Object                     Distance      Geod. Az  |
 LW2306|                                                           dddmmss.s |
 LW2306| LW2358 WEST BARRINGTON WATER TANK          APPROX. 1.8 KM 0530728.2 |
 LW2306| LW2321 CONIMICUT LIGHTHOUSE                APPROX. 2.8 KM 1452355.5 |
 LW2306| LW2729 SABINE POINT LIGHTHOUSE             APPROX. 2.9 KM 3411100.1 |
 LW2306|---------------------------------------------------------------------|
 LW2306
 LW2306                          SUPERSEDED SURVEY CONTROL
 LW2306
 LW2306  NAD 83(1996)-  41 44 15.73995(N)    071 21 51.05752(W) AD(       ) 3
 LW2306  NAD 83(1992)-  41 44 15.73857(N)    071 21 51.05678(W) AD(       ) 3
 LW2306  NAD 83(1992)-  41 44 15.73830(N)    071 21 51.05678(W) AD(       ) 3
 LW2306  NAD 83(1986)-  41 44 15.73897(N)    071 21 51.05608(W) AD(       ) 3
 LW2306  NAD 27      -  41 44 15.39700(N)    071 21 52.91000(W) AD(       ) 3
 LW2306
 LW2306.Superseded values are not recommended for survey control.
 LW2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2306.See file dsdata.txt to determine how the superseded data were derived.
 LW2306
 LW2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0339623356(NAD 83)
 LW2306
 LW2306  HISTORY     - Date     Condition        Report By
 LW2306  HISTORY     - 1956     MONUMENTED       CGS
 LW2306
 LW2306                          STATION DESCRIPTION
 LW2306
 LW2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2306'STATION IS LOCATED IN PROVIDENCE RIVER, ABOUT 0.7 MI. SE OF
 LW2306'GASPEE POINT.  STATION IS THE LIGHT ATOP A WHITE SKELETON STEEL
 LW2306'TOWER ON A GRANITE PIER.
 LW2306'
 LW2306'THIS LIGHT 535 IN THE ATLANTIC COAST LIGHT LIST, VOLUMES 1-VI.
 LW2306'
 LW2306'THIS STATION WAS LOCATED BY THREE-POINT THEODOLITE FIX.
 LW2306'
 LW2306'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2341 ***********************************************************************
 LW2341  DESIGNATION -  BULLOCKS NECK 2 1912
 LW2341  PID         -  LW2341
 LW2341  STATE/COUNTY-  RI/PROVIDENCE
 LW2341  USGS QUAD   -  BRISTOL (1975)
 LW2341
 LW2341                         *CURRENT SURVEY CONTROL
 LW2341  ___________________________________________________________________
 LW2341* NAD 83(1996)-  41 44 42.84847(N)    071 21 33.39995(W)     ADJUSTED  
 LW2341* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW2341  ___________________________________________________________________
 LW2341  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW2341  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW2341
 LW2341  HORZ ORDER  -  THIRD
 LW2341
 LW2341.The horizontal coordinates were established by classical geodetic methods
 LW2341.and adjusted by the National Geodetic Survey in August 1998..
 LW2341
 LW2341.The orthometric height was scaled from a topographic map.
 LW2341
 LW2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2341
 LW2341.The geoid height was determined by GEOID03.
 LW2341
 LW2341;                    North         East     Units Scale Factor Converg.
 LW2341;SPC RI       -    73,521.261   111,705.262   MT  0.99999544   +0 05 37.3
 LW2341;SPC RI       -   241,211.00    366,486.35   sFT  0.99999544   +0 05 37.3
 LW2341;UTM  19      - 4,624,180.676   303,826.418   MT  1.00007359   -1 34 16.9
 LW2341
 LW2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2341!SPC RI       -   1.00000422  x   0.99999544  =   0.99999966
 LW2341!UTM  19      -   1.00000422  x   1.00007359  =   1.00007781
 LW2341
 LW2341:                Primary Azimuth Mark                     Grid Az
 LW2341:SPC RI       -  NAYATT LIGHTHOUSE                        142 43 27.6
 LW2341:UTM  19      -  NAYATT LIGHTHOUSE                        144 23 21.8
 LW2341
 LW2341|---------------------------------------------------------------------|
 LW2341| PID    Reference Object                     Distance      Geod. Az  |
 LW2341|                                                           dddmmss.s |
 LW2341| LW2312 NAYATT LIGHTHOUSE                   APPROX. 2.8 KM 1424904.9 |
 LW2341|---------------------------------------------------------------------|
 LW2341
 LW2341                          SUPERSEDED SURVEY CONTROL
 LW2341
 LW2341  NAD 83(1996)-  41 44 42.84821(N)    071 21 33.39983(W) AD(       ) 3
 LW2341  NAD 83(1992)-  41 44 42.84688(N)    071 21 33.39903(W) AD(       ) 3
 LW2341  NAD 83(1992)-  41 44 42.84659(N)    071 21 33.39904(W) AD(       ) 3
 LW2341  NAD 83(1986)-  41 44 42.84690(N)    071 21 33.39843(W) AD(       ) 3
 LW2341  NAD 27      -  41 44 42.50500(N)    071 21 35.24400(W) AD(       ) 3
 LW2341
 LW2341.Superseded values are not recommended for survey control.
 LW2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2341.See file dsdata.txt to determine how the superseded data were derived.
 LW2341
 LW2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0382624181(NAD 83)
 LW2341
 LW2341  HISTORY     - Date     Condition        Report By
 LW2341  HISTORY     - UNK      MONUMENTED
 LW2341  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2341
 LW2341                          STATION DESCRIPTION
 LW2341
 LW2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2341'REPORTED DESTROYED IN 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2307 ***********************************************************************
 LW2307  DESIGNATION -  BULLOCKS POINT LIGHTHOUSE
 LW2307  PID         -  LW2307
 LW2307  STATE/COUNTY-  RI/KENT
 LW2307  USGS QUAD   -  BRISTOL (1975)
 LW2307
 LW2307                         *CURRENT SURVEY CONTROL
 LW2307  ___________________________________________________________________
 LW2307* NAD 83(1996)-  41 44 15.80094(N)    071 21 51.13932(W)     ADJUSTED  
 LW2307* NAVD 88     -                                                        
 LW2307  ___________________________________________________________________
 LW2307  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW2307  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW2307
 LW2307  HORZ ORDER  -  THIRD
 LW2307
 LW2307.The horizontal coordinates were established by classical geodetic methods
 LW2307.and adjusted by the National Geodetic Survey in August 1998..
 LW2307
 LW2307
 LW2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2307
 LW2307.The geoid height was determined by GEOID03.
 LW2307
 LW2307;                    North         East     Units Scale Factor Converg.
 LW2307;SPC RI       -    72,686.129   111,296.701   MT  0.99999532   +0 05 25.4
 LW2307;SPC RI       -   238,471.07    365,145.93   sFT  0.99999532   +0 05 25.4
 LW2307;UTM  19      - 4,623,357.702   303,393.731   MT  1.00007569   -1 34 27.9
 LW2307
 LW2307                          SUPERSEDED SURVEY CONTROL
 LW2307
 LW2307  NAD 83(1996)-  41 44 15.80077(N)    071 21 51.13945(W) AD(       ) 4
 LW2307  NAD 83(1992)-  41 44 15.79924(N)    071 21 51.13816(W) AD(       ) 4
 LW2307  NAD 83(1992)-  41 44 15.79909(N)    071 21 51.13860(W) AD(       ) 4
 LW2307  NAD 83(1986)-  41 44 15.79923(N)    071 21 51.13720(W) AD(       ) 4
 LW2307  NAD 27      -  41 44 15.42800(N)    071 21 52.90600(W) AD(       ) 3
 LW2307
 LW2307.Superseded values are not recommended for survey control.
 LW2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2307.See file dsdata.txt to determine how the superseded data were derived.
 LW2307
 LW2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0339423358(NAD 83)
 LW2307
 LW2307  HISTORY     - Date     Condition        Report By
 LW2307  HISTORY     - UNK      MONUMENTED
 LW2307  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2307
 LW2307                          STATION DESCRIPTION
 LW2307
 LW2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2307'THE STATION IS DESTROYED.  THE LIGHT WAS REBUILT IN 1939
 LW2307'ACCORDING TO ATLANTIC COAST LIGHT LIST VOLUMES 1-6.  SEE
 LW2307'DESCRIPTION ON BULLOCKS POINT LIGHT, 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3090 ***********************************************************************
 LW3090  DESIGNATION -  BUNKER HILL 1873
 LW3090  PID         -  LW3090
 LW3090  STATE/COUNTY-  RI/WASHINGTON
 LW3090  USGS QUAD   -  CAROLINA (1970)
 LW3090
 LW3090                         *CURRENT SURVEY CONTROL
 LW3090  ___________________________________________________________________
 LW3090* NAD 83(1996)-  41 23 09.97790(N)    071 39 14.72886(W)     ADJUSTED  
 LW3090* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW3090  ___________________________________________________________________
 LW3090  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 LW3090  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LW3090
 LW3090  HORZ ORDER  -  THIRD
 LW3090
 LW3090.The horizontal coordinates were established by classical geodetic methods
 LW3090.and adjusted by the National Geodetic Survey in August 1998..
 LW3090
 LW3090.The orthometric height was scaled from a topographic map.
 LW3090
 LW3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3090
 LW3090.The geoid height was determined by GEOID03.
 LW3090
 LW3090;                    North         East     Units Scale Factor Converg.
 LW3090;SPC RI       -    33,636.596    87,111.525   MT  0.99999579   -0 06 06.7
 LW3090;SPC RI       -   110,356.07    285,798.39   sFT  0.99999579   -0 06 06.7
 LW3090;UTM  19      - 4,585,019.233   278,084.377   MT  1.00020610   -1 45 19.5
 LW3090
 LW3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3090!SPC RI       -   1.00000357  x   0.99999579  =   0.99999936
 LW3090!UTM  19      -   1.00000357  x   1.00020610  =   1.00020967
 LW3090
 LW3090:                Primary Azimuth Mark                     Grid Az
 LW3090:SPC RI       -  KENYON 1871                              081 35 44.2
 LW3090:UTM  19      -  KENYON 1871                              083 14 57.0
 LW3090
 LW3090|---------------------------------------------------------------------|
 LW3090| PID    Reference Object                     Distance      Geod. Az  |
 LW3090|                                                           dddmmss.s |
 LW3090| LW3019 KENYON 1871                         APPROX. 3.2 KM 0812937.5 |
 LW3090|---------------------------------------------------------------------|
 LW3090
 LW3090                          SUPERSEDED SURVEY CONTROL
 LW3090
 LW3090  NAD 83(1992)-  41 23 09.97655(N)    071 39 14.72808(W) AD(       ) 3
 LW3090  NAD 83(1986)-  41 23 09.97523(N)    071 39 14.72868(W) AD(       ) 3
 LW3090  NAD 27      -  41 23 09.61400(N)    071 39 16.50000(W) AD(       ) 3
 LW3090
 LW3090.Superseded values are not recommended for survey control.
 LW3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3090.See file dsdata.txt to determine how the superseded data were derived.
 LW3090
 LW3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7808485019(NAD 83)
 LW3090
 LW3090  HISTORY     - Date     Condition        Report By
 LW3090  HISTORY     - 1873     MONUMENTED       COASUR
 LW3090  HISTORY     - 1913     GOOD             CGS
 LW3090  HISTORY     - 1934     GOOD             RIGS
 LW3090  HISTORY     - 1973     MARK NOT FOUND   NGS
 LW3090  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 LW3090  HISTORY     - 19910315 MARK NOT FOUND   USPSQD
 LW3090
 LW3090                          STATION DESCRIPTION
 LW3090
 LW3090'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3090'STATION IS ON THE SUMMIT OF A HILL ABOUT 5/8 MILE NW BY W OF
 LW3090'CHARLESTOWN.  THE STATION IS MARKED BY A STANDARD BRASS DISK,
 LW3090'SET IN A DRILLED HOLE IN THE TOP OF A GRANITE POST 6 INCHES
 LW3090'SQUARE, WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  A
 LW3090'STANDARD REFERENCE DISK, SET IN THE TOP OF A BOULDER, IS 3.42
 LW3090'METERS (11.22 FEET) N OF THE STATION.
 LW3090
 LW3090                          STATION RECOVERY (1934)
 LW3090
 LW3090'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3090'THE STATION IS N OF THE POST ROAD BETWEEN WESTERLY AND
 LW3090'WAKEFIELD (U.S. HIGHWAY 1), AT A POINT WHERE THAT ROAD MAKES A
 LW3090'DECIDED TURN TO THE SW AS ONE IS TRAVELLING W.
 LW3090'
 LW3090'THE CHARLESTOWN, MENTIONED IN THE PUBLISHED DESCRIPTION, IS
 LW3090'ALSO KNOWN AS CROSS MILLS.
 LW3090'
 LW3090'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT
 LW3090'CONDITION AND AS DESCRIBED.
 LW3090
 LW3090                          STATION RECOVERY (1973)
 LW3090
 LW3090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 LW3090'STATION IS GONE.  THE HILL WAS CUT DOWN WHEN THE NEW, 4-LANE
 LW3090'U.S. HIGHWAY 1 WAS CONSTRUCTED.  THERE IS NOW A HOUSE SETTING
 LW3090'JUST NORTH OF WHERE THE STATION WAS, AND THE HIGH, SLOPING,
 LW3090'CUTBANK BEGINS AT SOUTH EDGE OF THE YARD AND RUNS DOWN TO
 LW3090'THE HIGHWAY.
 LW3090'
 LW3090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3090'AT CHARLESTOWN.
 LW3090
 LW3090                          STATION RECOVERY (1974)
 LW3090
 LW3090'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LW3090'STATION MARK AND RM NOT RECOVERED, POOR DESCRIPTION.
 LW3090
 LW3090                          STATION RECOVERY (1991)
 LW3090
 LW3090'RECOVERY NOTE BY US POWER SQUADRON 1991 (AW)
 LW3090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3086 ***********************************************************************
 LW3086  DESIGNATION -  BURL
 LW3086  PID         -  LW3086
 LW3086  STATE/COUNTY-  RI/WASHINGTON
 LW3086  USGS QUAD   -  CAROLINA (1970)
 LW3086
 LW3086                         *CURRENT SURVEY CONTROL
 LW3086  ___________________________________________________________________
 LW3086* NAD 83(1996)-  41 24 39.30290(N)    071 41 55.34014(W)     ADJUSTED  
 LW3086* NAVD 88     -        70.7    (meters)     232.     (feet)  VERTCON   
 LW3086  ___________________________________________________________________
 LW3086  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 LW3086  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LW3086
 LW3086  HORZ ORDER  -  FIRST
 LW3086
 LW3086.The horizontal coordinates were established by classical geodetic methods
 LW3086.and adjusted by the National Geodetic Survey in August 1998..
 LW3086
 LW3086.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3086
 LW3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3086
 LW3086.The geoid height was determined by GEOID03.
 LW3086
 LW3086;                    North         East     Units Scale Factor Converg.
 LW3086;SPC RI       -    36,399.893    83,386.228   MT  0.99999715   -0 07 53.2
 LW3086;SPC RI       -   119,421.98    273,576.32   sFT  0.99999715   -0 07 53.2
 LW3086;UTM  19      - 4,587,889.532   274,439.590   MT  1.00022617   -1 47 09.0
 LW3086
 LW3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3086!SPC RI       -   0.99999369  x   0.99999715  =   0.99999084
 LW3086!UTM  19      -   0.99999369  x   1.00022617  =   1.00021986
 LW3086
 LW3086:                Primary Azimuth Mark                     Grid Az
 LW3086:SPC RI       -  WOOD R JCT SUN CHEM CORP TANK            017 00 19.0
 LW3086:UTM  19      -  WOOD R JCT SUN CHEM CORP TANK            018 39 34.8
 LW3086
 LW3086|---------------------------------------------------------------------|
 LW3086| PID    Reference Object                     Distance      Geod. Az  |
 LW3086|                                                           dddmmss.s |
 LW3086| LW3083 WOOD R JCT SUN CHEM CORP TANK       APPROX. 3.2 KM 0165225.8 |
 LW3086| LW3089 KENYON PIECE DYEWORKS INC TANK      APPROX. 7.3 KM 0564730.9 |
 LW3086| CB7172 BURL RM 1                            24.395 METERS 10206     |
 LW3086| LW3077 CHARLESTOWN USN AIR STA W TANK      APPROX. 5.2 KM 1432658.3 |
 LW3086| LW3082 BRADFORD WESTERLY TOWN TANK         APPROX. 4.6 KM 2430720.9 |
 LW3086| CB7173 BURL RM 2                            17.627 METERS 31341     |
 LW3086| LW0764 Q 18                                               3291551.6 |
 LW3086|---------------------------------------------------------------------|
 LW3086
 LW3086                          SUPERSEDED SURVEY CONTROL
 LW3086
 LW3086  NAD 83(1992)-  41 24 39.30159(N)    071 41 55.33936(W) AD(       ) 1
 LW3086  NAD 83(1986)-  41 24 39.30044(N)    071 41 55.34016(W) AD(       ) 1
 LW3086  NAD 27      -  41 24 38.93986(N)    071 41 57.10596(W) AD(       ) 1
 LW3086  NGVD 29 (07/19/86)   71.0    (m)          233.     (f) VERT ANG       
 LW3086
 LW3086.Superseded values are not recommended for survey control.
 LW3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3086.See file dsdata.txt to determine how the superseded data were derived.
 LW3086
 LW3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7444087890(NAD 83)
 LW3086_MARKER: DS = TRIANGULATION STATION DISK
 LW3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3086+STABILITY: SURFACE MOTION
 LW3086
 LW3086  HISTORY     - Date     Condition        Report By
 LW3086  HISTORY     - 1969     MONUMENTED       CGS
 LW3086  HISTORY     - 1974     GOOD             LOCENG
 LW3086  HISTORY     - 1984     GOOD             USPSQD
 LW3086  HISTORY     - 19910331 GOOD             USPSQD
 LW3086
 LW3086                          STATION DESCRIPTION
 LW3086
 LW3086'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3086'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF BRADFORD,
 LW3086'2 MILES SOUTH OF WOOD RIVER JUNCTION, 2 MILES SOUTHEAST OF ALTON,
 LW3086'IN THE BURLINGAME STATE FOREST AND ON PROPERTY OWNED BY THE
 LW3086'STATE OF RHODE ISLAND.
 LW3086'
 LW3086'TO REACH THE STATION FROM THE POST OFFICE IN WOOD RIVER JUNCTION,
 LW3086'GO SOUTH ON KINGS FACTORY ROAD FOR 2.1 MILES TO A T
 LW3086'INTERSECTION.  TURN RIGHT AND GO WESTERLY ON A PAVED ROAD FOR
 LW3086'0.35 MILE TO A SIDE ROAD LEFT AND A SIGN ON THE LEFT BURLINGAME
 LW3086'MULTIPLE USE MANAGEMENT AREA.  CONTINUE AHEAD WESTERLY ON THE
 LW3086'PAVED ROAD FOR 0.3 MILE TO A TWIN TRUNK OAK TREE ON THE LEFT
 LW3086'WITH A TRIANGLE BLAZED ON THE NORTHEAST SIDE AND THE STATION ON
 LW3086'THE LEFT AS DESCRIBED.
 LW3086'
 LW3086'STATION MARK, STAMPED BURL 1969 IS A STANDARD DISK SET IN A
 LW3086'ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 50 FEET
 LW3086'SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 24 FEET SOUTH OF THE
 LW3086'TWIN TRUNK OAK TREE WITH THE TRIANGLE BLAZED ON THE NORTHEAST
 LW3086'SIDE, 15 FEET NORTHWEST OF A TWIN TRUNK OAK TREE AND 12.5
 LW3086'FEET EAST OF A METAL WITNESS POST.
 LW3086'
 LW3086'RM 1, STAMPED BURL NO 1 1969 IS A STANDARD DISK CEMENTED IN
 LW3086'A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS 3
 LW3086'INCHES.  IT IS 38 FEET SOUTHWEST OF THE CENTER OF THE PAVED
 LW3086'ROAD, 11.8 FEET NORTHEAST OF A 10-INCH OAK TREE, 10 FEET
 LW3086'NORTHWEST OF A 12-INCH OAK TREE AND 2.6 FEET EAST OF A METAL
 LW3086'WITNESS POST.
 LW3086'
 LW3086'RM 2, STAMPED BURL NO 2 1969 IS A STANDARD DISK SET IN A
 LW3086'ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 45.5
 LW3086'FEET WEST OF THE TWIN TRUNK OAK TREE WITH THE TRIANGLE BLAZED
 LW3086'ON THE NORTHEAST SIDE, 27.5 FEET SOUTHWEST OF THE CENTER OF THE
 LW3086'PAVED ROAD, 13.5 FEET NORTH OF A 10-INCH OAK TREE AND 1.8
 LW3086'FEET EAST OF A METAL WITNESS POST.
 LW3086'
 LW3086'AZ MK, STAMPED Q 18 1965 IS A STANDARD BENCH MARK DISK
 LW3086'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK WHICH
 LW3086'PROJECTS 3 INCHES.  IT IS 49 FEET NORTHWEST OF AN 18-INCH
 LW3086'OAK TREE WITH A TRIANGLE PAINTED ON THE SOUTH SIDE, 61 FEET NORTH
 LW3086'OF THE CENTER OF A PAVED ROAD, 20.5 FEET WEST OF A 14-INCH PINE
 LW3086'TREE, 11 FEET SOUTHEAST OF A TRIPLE TRUNK OAK TREE, AND
 LW3086'2.4 FEET WEST OF A METAL WITNESS POST.
 LW3086'
 LW3086'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 LW3086'AND NORTH ON THE PAVED ROAD FOR 0.75 MILE TO A SIDE ROAD
 LW3086'LEFT.  CONTINUE NORTHERLY ON THE PAVED ROAD FOR 0.2 MILE TO AN
 LW3086'OAK TREE ON THE LEFT WITH A TRIANGLE PAINTED ON THE SOUTH SIDE
 LW3086'AND THE MARK ON THE LEFT AS DESCRIBED.
 LW3086'
 LW3086'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW3086
 LW3086                          STATION RECOVERY (1974)
 LW3086
 LW3086'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 LW3086'STATION FOUND IN GOOD CONDITION.  THE AZIMUTH MARK FOUND IN
 LW3086'POOR CONDITION.
 LW3086
 LW3086                          STATION RECOVERY (1984)
 LW3086
 LW3086'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3086'STATION MARK BURL 1969 RECOVERED IN GOOD CONDITION.
 LW3086'BURL NO. 1 1969 RECOVERED IN GOOD CONDITION.
 LW3086'BURL NO. 2 1969 RECOVERED IN GOOD CONDITION.
 LW3086'AZ MARK Q18 1965 RECOVERED IN GOOD CONDITION.
 LW3086'NOTE--THESE MARKS ARE OR WERE COVERED WITH EARTH AND LEAVES
 LW3086'AND ROTTED TREE LIMBS.  THE WITNESS POSTS ARE STILL IN PLACE AND
 LW3086'THE DIRECTIONS ARE ADEQUATE.  THE AZ MARK IS LOCATED SMACK IN
 LW3086'THE MIDDLE OF A RHODODENDRON BUSH WHICH MAKES IT VERY DIFFICULT TO
 LW3086'FIND.
 LW3086
 LW3086                          STATION RECOVERY (1991)
 LW3086
 LW3086'RECOVERY NOTE BY US POWER SQUADRON 1991 (AW)
 LW3086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3636 ***********************************************************************
 LW3636  DESIGNATION -  BURRILLVILLE W L SANITARIUM TK
 LW3636  PID         -  LW3636
 LW3636  STATE/COUNTY-  RI/PROVIDENCE
 LW3636  USGS QUAD   -  THOMPSON (1974)
 LW3636
 LW3636                         *CURRENT SURVEY CONTROL
 LW3636  ___________________________________________________________________
 LW3636* NAD 83(1996)-  41 59 45.46158(N)    071 45 43.12499(W)     ADJUSTED  
 LW3636* NAVD 88     -                                                        
 LW3636  ___________________________________________________________________
 LW3636  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 LW3636  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW3636
 LW3636  HORZ ORDER  -  THIRD
 LW3636
 LW3636.The horizontal coordinates were established by classical geodetic methods
 LW3636.and adjusted by the National Geodetic Survey in August 1998..
 LW3636
 LW3636
 LW3636.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3636
 LW3636.The geoid height was determined by GEOID03.
 LW3636
 LW3636;                    North         East     Units Scale Factor Converg.
 LW3636;SPC RI       -   101,393.035    78,293.582   MT  0.99999955   -0 10 31.0
 LW3636;SPC RI       -   332,653.65    256,868.19   sFT  0.99999955   -0 10 31.0
 LW3636;SPC CT       -   281,992.362   386,663.562   MT  1.00001565   +0 39 18.4
 LW3636;SPC CT       -   925,169.94  1,268,578.70   sFT  1.00001565   +0 39 18.4
 LW3636;SPC MA M     -   860,654.066   178,294.120   MT  0.99997090   -0 10 33.5
 LW3636;SPC MA M     - 2,823,662.55    584,953.29   sFT  0.99997090   -0 10 33.5
 LW3636;UTM  19      - 4,653,018.563   271,235.566   MT  1.00024400   -1 50 55.6
 LW3636
 LW3636                          SUPERSEDED SURVEY CONTROL
 LW3636
 LW3636  NAD 83(1996)-  41 59 45.46136(N)    071 45 43.12496(W) AD(       ) 4
 LW3636  NAD 83(1992)-  41 59 45.46107(N)    071 45 43.12383(W) AD(       ) 4
 LW3636  NAD 83(1992)-  41 59 45.46094(N)    071 45 43.12398(W) AD(       ) 4
 LW3636  NAD 83(1986)-  41 59 45.46197(N)    071 45 43.12212(W) AD(       ) 4
 LW3636  NAD 27      -  41 59 45.10708(N)    071 45 44.87401(W) AD(       ) 3
 LW3636
 LW3636.Superseded values are not recommended for survey control.
 LW3636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3636.See file dsdata.txt to determine how the superseded data were derived.
 LW3636
 LW3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7123653019(NAD 83)
 LW3636
 LW3636  HISTORY     - Date     Condition        Report By
 LW3636  HISTORY     - 1937     MONUMENTED       CTGS
 LW3636  HISTORY     - 1988     GOOD             USPSQD
 LW3636
 LW3636                          STATION DESCRIPTION
 LW3636
 LW3636'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3636'THIS 125-135 FOOT TANK (WATER) IS SITUATED ABOUT 300 FEET WEST
 LW3636'OF THE WALLAM LAKE ROAD AND JUST SOUTH OF THE RED BRICK BUILDINGS OF
 LW3636'THE WALLAM LAKE T.B. SANITARIUM, 2 MILES SOUTH OF THE
 LW3636'R.I.-MASS. BORDER, AND 5 MILES NORTHWEST OF PASCOAG.  IT IS A
 LW3636'LARGE GREY STEEL TANK SET ON A STEEL FRAME.  THE POINT OBSERVED
 LW3636'ON WAS THE BALL ON THE TOP.  IT WAS OBSERVED FROM STATIONS,
 LW3636'EASTER, COATNEY, BUCK, AND CHOPMIST.
 LW3636
 LW3636                          STATION RECOVERY (1988)
 LW3636
 LW3636'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW3636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2556 ***********************************************************************
 LW2556  DESIGNATION -  BUTT 1913
 LW2556  PID         -  LW2556
 LW2556  STATE/COUNTY-  RI/KENT
 LW2556  USGS QUAD   -  EAST GREENWICH (1975)
 LW2556
 LW2556                         *CURRENT SURVEY CONTROL
 LW2556  ___________________________________________________________________
 LW2556* NAD 83(1996)-  41 41 03.17051(N)    071 24 57.74623(W)     ADJUSTED  
 LW2556* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2556  ___________________________________________________________________
 LW2556  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 LW2556  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW2556
 LW2556  HORZ ORDER  -  THIRD
 LW2556
 LW2556.The horizontal coordinates were established by classical geodetic methods
 LW2556.and adjusted by the National Geodetic Survey in August 1998..
 LW2556
 LW2556.The orthometric height was scaled from a topographic map.
 LW2556
 LW2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2556
 LW2556.The geoid height was determined by GEOID03.
 LW2556
 LW2556;                    North         East     Units Scale Factor Converg.
 LW2556;SPC RI       -    66,737.601   106,990.341   MT  0.99999435   +0 03 21.0
 LW2556;SPC RI       -   218,954.95    351,017.48   sFT  0.99999435   +0 03 21.0
 LW2556;UTM  19      - 4,617,536.193   298,916.046   MT  1.00009761   -1 36 26.1
 LW2556
 LW2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2556!SPC RI       -   1.00000457  x   0.99999435  =   0.99999892
 LW2556!UTM  19      -   1.00000457  x   1.00009761  =   1.00010218
 LW2556
 LW2556:                Primary Azimuth Mark                     Grid Az
 LW2556:SPC RI       -  OAK 1913                                 095 09 42.6
 LW2556:UTM  19      -  OAK 1913                                 096 49 29.7
 LW2556
 LW2556|---------------------------------------------------------------------|
 LW2556| PID    Reference Object                     Distance      Geod. Az  |
 LW2556|                                                           dddmmss.s |
 LW2556| LW2550 OAK 1913                            APPROX. 2.1 KM 0951303.6 |
 LW2556| LW2547 HOUSE RED CUPOLA                    APPROX. 2.4 KM 1140755.2 |
 LW2556| LW2558 FLAGSTAFF                           APPROX. 2.6 KM 1203205.7 |
 LW2556| LW2561 WARWICK LIGHTHOUSE                  APPROX. 3.7 KM 1211250.1 |
 LW2556| LW2535 SPINDLE ROCK BEACON                 APPROX. 3.6 KM 1473356.0 |
 LW2556| LW2566 RED WINDMILL                        APPROX. 2.4 KM 1942046.8 |
 LW2556| LW2568 EAST GREENWICH COURTHOUSE           APPROX. 3.8 KM 2292812.0 |
 LW2556| LW2565 EAST GREENWICH LUTH CH SPIRE        APPROX. 4.0 KM 2345508.6 |
 LW2556| LW2548 WHITE HOUSE SOUTH GABLE             APPROX. 1.0 KM 2843026.6 |
 LW2556|---------------------------------------------------------------------|
 LW2556
 LW2556                          SUPERSEDED SURVEY CONTROL
 LW2556
 LW2556  NAD 83(1996)-  41 41 03.16996(N)    071 24 57.74613(W) AD(       ) 3
 LW2556  NAD 83(1992)-  41 41 03.16902(N)    071 24 57.74526(W) AD(       ) 3
 LW2556  NAD 83(1992)-  41 41 03.16851(N)    071 24 57.74529(W) AD(       ) 3
 LW2556  NAD 83(1986)-  41 41 03.16900(N)    071 24 57.74464(W) AD(       ) 3
 LW2556  NAD 27      -  41 41 02.78400(N)    071 24 59.56400(W) AD(       ) 3
 LW2556
 LW2556.Superseded values are not recommended for survey control.
 LW2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2556.See file dsdata.txt to determine how the superseded data were derived.
 LW2556
 LW2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9891617536(NAD 83)
 LW2556
 LW2556  HISTORY     - Date     Condition        Report By
 LW2556  HISTORY     - 1913     MONUMENTED       CGS
 LW2556  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2556  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2556
 LW2556                          STATION DESCRIPTION
 LW2556
 LW2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2556'ON THE N SHORE OF GREENWICH BAY, ON A LOW SANDY POINT, AT THE
 LW2556'WESTERN END OF BUTTONWOOD.  THE STATION IS 187 METERS (615 FEET)
 LW2556'W OF THE WESTERN END OF THE PRESENT BREAKWATER OR BULKHEAD, 3
 LW2556'METERS (10 FEET) N OF HIGH-WATER MARK, AND 11 METERS (36 FEET)
 LW2556'S OF THE LOW BLUFF BETWEEN THE SHORE AND THE ROAD.  IT IS MARKED
 LW2556'BY THE PROJECTING POINT OF A NAIL SURROUNDED BY A TRIANGLE IN THE
 LW2556'TOP OF A CONCRETE POST 8 INCHES SQUARE AND 22 INCHES LONG,
 LW2556'WHICH PROJECTS SLIGHTLY ABOVE THE GROUND.  THE UNDERGROUND MARK
 LW2556'IS THE SAME AS THE SURFACE MARK, EXCEPT THAT THE POST IS ONLY
 LW2556'12 INCHES LONG AND IS BURIED TO A DEPTH OF 2 FEET.  THE STATION
 LW2556'MARK BEARS THE INSCRIPTION 1913 C. AND G.S.
 LW2556
 LW2556                          STATION RECOVERY (1934)
 LW2556
 LW2556'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2556'SURFACE MARKER FOUND LYING ON BEACH.  INTERSECTED AZIMUTHS FROM
 LW2556'CHIP, SALLY, AND WALL AND MADE SUFFICIENT EXCAVATION TO PROVE THAT
 LW2556'SUBSURFACE MARKER IS GONE.
 LW2556
 LW2556                          STATION RECOVERY (1935)
 LW2556
 LW2556'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2556'UNABLE TO FIND STATION.
 LW2556'
 LW2556'A MAN, WHO HAS SPENT HIS SUMMERS IN A COTTAGE ALMOST ACROSS THE
 LW2556'ROAD FROM THE SHORE WHERE THE STATION IS DESCRIBED AS HAVING BEEN,
 LW2556'STATES THAT THE BULKHEAD HAS BEEN EXTENDED SEVERAL TIMES SINCE
 LW2556'1913 AND THAT THE SHORE CHANGES FROM YEAR TO YEAR SO THAT IT WOULD
 LW2556'BE IMPOSSIBLE FOR HIM TO STATE JUST WHERE IT WAS 20 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2555 ***********************************************************************
 LW2555  DESIGNATION -  BUTTONWOOD WATER TOWER
 LW2555  PID         -  LW2555
 LW2555  STATE/COUNTY-  RI/KENT
 LW2555  USGS QUAD   -  EAST GREENWICH (1975)
 LW2555
 LW2555                         *CURRENT SURVEY CONTROL
 LW2555  ___________________________________________________________________
 LW2555* NAD 83(1996)-  41 41 05.26090(N)    071 24 43.70592(W)     ADJUSTED  
 LW2555* NAVD 88     -                                                        
 LW2555  ___________________________________________________________________
 LW2555  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LW2555  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2555
 LW2555  HORZ ORDER  -  THIRD
 LW2555
 LW2555.The horizontal coordinates were established by classical geodetic methods
 LW2555.and adjusted by the National Geodetic Survey in August 1998..
 LW2555
 LW2555
 LW2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2555
 LW2555.The geoid height was determined by GEOID03.
 LW2555
 LW2555;                    North         East     Units Scale Factor Converg.
 LW2555;SPC RI       -    66,802.417   107,314.991   MT  0.99999441   +0 03 30.3
 LW2555;SPC RI       -   219,167.60    352,082.60   sFT  0.99999441   +0 03 30.3
 LW2555;UTM  19      - 4,617,591.565   299,242.474   MT  1.00009599   -1 36 16.9
 LW2555
 LW2555                          SUPERSEDED SURVEY CONTROL
 LW2555
 LW2555  NAD 83(1996)-  41 41 05.26046(N)    071 24 43.70586(W) AD(       ) 4
 LW2555  NAD 83(1992)-  41 41 05.25936(N)    071 24 43.70494(W) AD(       ) 4
 LW2555  NAD 83(1992)-  41 41 05.25879(N)    071 24 43.70499(W) AD(       ) 4
 LW2555  NAD 83(1986)-  41 41 05.25910(N)    071 24 43.70437(W) AD(       ) 4
 LW2555  NAD 27      -  41 41 04.88200(N)    071 24 45.51800(W) AD(       ) 3
 LW2555
 LW2555.Superseded values are not recommended for survey control.
 LW2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2555.See file dsdata.txt to determine how the superseded data were derived.
 LW2555
 LW2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9924217592(NAD 83)
 LW2555
 LW2555  HISTORY     - Date     Condition        Report By
 LW2555  HISTORY     - UNK      MONUMENTED
 LW2555  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2555
 LW2555                          STATION DESCRIPTION
 LW2555
 LW2555'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2555'THE TOWER HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2450 ***********************************************************************
 LW2450  DESIGNATION -  BUTTS 1843
 LW2450  PID         -  LW2450
 LW2450  STATE/COUNTY-  RI/NEWPORT
 LW2450  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2450
 LW2450                         *CURRENT SURVEY CONTROL
 LW2450  ___________________________________________________________________
 LW2450* NAD 83(1996)-  41 36 55.67349(N)    071 15 04.82830(W)     ADJUSTED  
 LW2450* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 LW2450  ___________________________________________________________________
 LW2450  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 LW2450  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW2450
 LW2450  HORZ ORDER  -  THIRD
 LW2450
 LW2450.The horizontal coordinates were established by classical geodetic methods
 LW2450.and adjusted by the National Geodetic Survey in August 1998..
 LW2450
 LW2450.The orthometric height was scaled from a topographic map.
 LW2450
 LW2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2450
 LW2450.The geoid height was determined by GEOID03.
 LW2450
 LW2450;                    North         East     Units Scale Factor Converg.
 LW2450;SPC RI       -    59,128.381   120,725.015   MT  0.99999903   +0 09 54.5
 LW2450;SPC RI       -   193,990.36    396,078.65   sFT  0.99999903   +0 09 54.5
 LW2450;UTM  19      - 4,609,531.291   312,425.187   MT  1.00003300   -1 29 44.2
 LW2450
 LW2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2450!SPC RI       -   0.99999514  x   0.99999903  =   0.99999417
 LW2450!UTM  19      -   0.99999514  x   1.00003300  =   1.00002814
 LW2450
 LW2450:                Primary Azimuth Mark                     Grid Az
 LW2450:SPC RI       -  QUAKER 1836                              184 06 26.0
 LW2450:UTM  19      -  QUAKER 1836                              185 46 04.7
 LW2450
 LW2450|---------------------------------------------------------------------|
 LW2450| PID    Reference Object                     Distance      Geod. Az  |
 LW2450|                                                           dddmmss.s |
 LW2450| LW2452 QUAKER 1836                         APPROX. 3.7 KM 1841620.5 |
 LW2450|---------------------------------------------------------------------|
 LW2450
 LW2450                          SUPERSEDED SURVEY CONTROL
 LW2450
 LW2450  NAD 83(1996)-  41 36 55.67336(N)    071 15 04.82819(W) AD(       ) 3
 LW2450  NAD 83(1992)-  41 36 55.67180(N)    071 15 04.82731(W) AD(       ) 3
 LW2450  NAD 83(1992)-  41 36 55.67118(N)    071 15 04.82710(W) AD(       ) 3
 LW2450  NAD 83(1986)-  41 36 55.67161(N)    071 15 04.82564(W) AD(       ) 3
 LW2450  NAD 27      -  41 36 55.29100(N)    071 15 06.66100(W) AD(       ) 3
 LW2450
 LW2450.Superseded values are not recommended for survey control.
 LW2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2450.See file dsdata.txt to determine how the superseded data were derived.
 LW2450
 LW2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1242509531(NAD 83)
 LW2450_MARKER: Z = SEE DESCRIPTION
 LW2450_SETTING: 0 = UNSPECIFIED SETTING
 LW2450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2450
 LW2450  HISTORY     - Date     Condition        Report By
 LW2450  HISTORY     - 1843     MONUMENTED       CGS
 LW2450  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW2450  HISTORY     - 1935     MARK NOT FOUND   RIGS
 LW2450  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW2450  HISTORY     - 1956     MARK NOT FOUND   CGS
 LW2450
 LW2450                          STATION DESCRIPTION
 LW2450
 LW2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1843 (EB)
 LW2450'STATION IS ON BUTTS HILL, NORTHERN PART OF THE ISLAND OF RHODE
 LW2450'ISLAND, ABOUT 1/2 MILE FROM ITS EASTERN OR SAKONNET RIVER SHORE,
 LW2450'ABOUT A MILE N OF PORTSMOUTH, 1-1/2 MILES S OF BRISTOL FERRY,
 LW2450'AND ABOUT 300 METERS E OF THE JUNCTION OF A ROAD FROM PORTSMOUTH
 LW2450'WITH THAT FROM NEWPORT TO BRISTOL FERRY.  THE STATION MARK IS A
 LW2450'BURIED STONE CONE.
 LW2450
 LW2450                          STATION RECOVERY (1934)
 LW2450
 LW2450'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2450'STATION IS UNDOUBTEDLY LOST.  AZIMUTHS RUN TO FIND THIS STATION
 LW2450'INTERSECTED IS AN EXCAVATION MADE TO GET SHALE FOR CONSTRUCTION
 LW2450'OF FENCE POSTS.
 LW2450
 LW2450                          STATION RECOVERY (1935)
 LW2450
 LW2450'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2450'DESCRIPTION OF THIS STATION IS ALL RIGHT SO FAR AS IT GOES, BUT
 LW2450'IT FAILS TO TELL WHERE THE STONE CONE WAS BURIED ON THE HILL.
 LW2450'
 LW2450'BUTTS HILL WAS EXTENSIVELY FORTIFIED WITH EARTHWORKS DURING THE
 LW2450'REVOLUTIONARY WAR, AND HAS BEEN USED AS A TRAINING FORT FOR THE
 LW2450'STATE MILITIA AT TIMES SINCE.  IT IS POSSIBLE THAT THE BURIED
 LW2450'MARKER MAY HAVE BEEN DUG UP BY THE MILITIA.
 LW2450'
 LW2450'FOUND FOUR LOCATIONS MARKED WITH SURVEYORS STAKES, AND FOUND
 LW2450'SOME PLACES WHERE HOLES HAD BEEN DUG APPARENTLY BY OTHER PARTIES
 LW2450'IN SEARCH FOR THIS MARKER.  I RE-DUG IN SEVERAL OF THESE PLACES
 LW2450'WITHOUT FINDING AS MUCH AS A CLUE.
 LW2450
 LW2450                          STATION RECOVERY (1954)
 LW2450
 LW2450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2450'STATION NOT RECOVERED.  AS REPORTED IN THE 1934 RECOVERY NOTES,
 LW2450'THE TOP OF THE HILL HAS BEEN EXCAVATED TO GET SHALE.  THE STATION
 LW2450'HAS UNDOUBTEDLY BEEN DESTROYED.
 LW2450
 LW2450                          STATION RECOVERY (1956)
 LW2450
 LW2450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2450'THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH BY A
 LW2450'TWO-MAN PARTY.  THE ORIGINAL DESCRIPTION IS INDEFINITE AS TO
 LW2450'WHERE THE MARK WAS BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1054 ***********************************************************************
 LW1054  DESIGNATION -  C 1
 LW1054  PID         -  LW1054
 LW1054  STATE/COUNTY-  RI/KENT
 LW1054  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1054
 LW1054                         *CURRENT SURVEY CONTROL
 LW1054  ___________________________________________________________________
 LW1054* NAD 83(1986)-  41 41 26.     (N)    071 41 44.     (W)     SCALED    
 LW1054* NAVD 88     -       143.403  (meters)     470.48   (feet)  ADJUSTED  
 LW1054  ___________________________________________________________________
 LW1054  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LW1054  DYNAMIC HT  -         143.351 (meters)     470.31  (feet)  COMP
 LW1054  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 LW1054
 LW1054  VERT ORDER  -  FIRST     CLASS II
 LW1054
 LW1054.The horizontal coordinates were scaled from a topographic map and have
 LW1054.an estimated accuracy of +/- 6 seconds.
 LW1054
 LW1054.The orthometric height was determined by differential leveling
 LW1054.and adjusted by the National Geodetic Survey in June 1991..
 LW1054
 LW1054.The geoid height was determined by GEOID03.
 LW1054
 LW1054.The dynamic height is computed by dividing the NAVD 88
 LW1054.geopotential number by the normal gravity value computed on the
 LW1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1054.degrees latitude (g = 980.6199 gals.).
 LW1054
 LW1054.The modeled gravity was interpolated from observed gravity values.
 LW1054
 LW1054;                    North         East    Units  Estimated Accuracy
 LW1054;SPC RI       -    67,460.       83,720.      MT  (+/- 180 meters Scaled)
 LW1054
 LW1054                          SUPERSEDED SURVEY CONTROL
 LW1054
 LW1054  NGVD 29 (??/??/92)  143.644  (m)          471.27   (f) ADJ UNCH    1 2
 LW1054
 LW1054.Superseded values are not recommended for survey control.
 LW1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1054.See file dsdata.txt to determine how the superseded data were derived.
 LW1054
 LW1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG756189(NAD 83)
 LW1054_MARKER: DB = BENCH MARK DISK
 LW1054_SETTING: 66 = SET IN ROCK OUTCROP
 LW1054_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 LW1054_STAMPING: C 1 1923
 LW1054_MARK LOGO: CGS   
 LW1054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1054+STABILITY: POSITION/ELEVATION WELL
 LW1054
 LW1054  HISTORY     - Date     Condition        Report By
 LW1054  HISTORY     - 1923     MONUMENTED       CGS
 LW1054  HISTORY     - 1969     GOOD             NGS
 LW1054  HISTORY     - 1988     GOOD             USPSQD
 LW1054  HISTORY     - 19880104 GOOD             RIGS
 LW1054
 LW1054                          STATION DESCRIPTION
 LW1054
 LW1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1054'AT SUMMIT.
 LW1054'AT SUMMIT, ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 117 FROM THE
 LW1054'INTERSECTION OF STATE HIGHWAY 102, THENCE 0.05 MILE SOUTH ALONG
 LW1054'A BLACK TOPPED ROAD, THENCE 0.2 MILE EAST ALONG AN ABANDONED
 LW1054'RAILROAD GRADE, ABOUT 0.15 MILE WEST OF THE STATE HIGHWAY 102
 LW1054'OVERPASS OVER THE RAILROAD GRADE, ABOUT 64 YARDS EAST OF THE
 LW1054'JUNCTION OF A DIM ROAD LEADING NORTH, ABOUT 54 YARDS EAST OF THE
 LW1054'WEST END OF A ROCK CUT, SET IN THE TOP OF A ROCK LEDGE WHICH IS AT
 LW1054'THE BASE OF A CUT, 14 FEET NORTH OF THE CENTER LINE OF THE
 LW1054'RAILROAD GRADE, 1 FOOT NORTHWEST OF A DRILLED HOLE AT THE
 LW1054'SOUTHEAST CORNER OF THE LEDGE, ABOUT 2 FEET ABOVE THE RAILROAD
 LW1054'GRADE.
 LW1054
 LW1054                          STATION RECOVERY (1988)
 LW1054
 LW1054'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1054'RECOVERED IN GOOD CONDITION.
 LW1054
 LW1054                          STATION RECOVERY (1988)
 LW1054
 LW1054'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0144 ***********************************************************************
 LW0144  DESIGNATION -  C 1
 LW0144  PID         -  LW0144
 LW0144  STATE/COUNTY-  RI/PROVIDENCE
 LW0144  USGS QUAD   -  PROVIDENCE (1975)
 LW0144
 LW0144                         *CURRENT SURVEY CONTROL
 LW0144  ___________________________________________________________________
 LW0144* NAD 83(1986)-  41 47 15.     (N)    071 24 10.     (W)     SCALED    
 LW0144* NAVD 88     -        18.659  (meters)      61.22   (feet)  ADJUSTED  
 LW0144  ___________________________________________________________________
 LW0144  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LW0144  DYNAMIC HT  -          18.654 (meters)      61.20  (feet)  COMP
 LW0144  MODELED GRAV-     980,313.0   (mgal)                       NAVD 88
 LW0144
 LW0144  VERT ORDER  -  FIRST     CLASS I
 LW0144
 LW0144.The horizontal coordinates were scaled from a topographic map and have
 LW0144.an estimated accuracy of +/- 6 seconds.
 LW0144
 LW0144.The orthometric height was determined by differential leveling
 LW0144.and adjusted by the National Geodetic Survey in June 1991..
 LW0144
 LW0144.The geoid height was determined by GEOID03.
 LW0144
 LW0144.The dynamic height is computed by dividing the NAVD 88
 LW0144.geopotential number by the normal gravity value computed on the
 LW0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0144.degrees latitude (g = 980.6199 gals.).
 LW0144
 LW0144.The modeled gravity was interpolated from observed gravity values.
 LW0144
 LW0144;                    North         East    Units  Estimated Accuracy
 LW0144;SPC RI       -    78,210.      108,080.      MT  (+/- 180 meters Scaled)
 LW0144
 LW0144                          SUPERSEDED SURVEY CONTROL
 LW0144
 LW0144  NGVD 29 (??/??/92)   18.909  (m)           62.04   (f) ADJ UNCH    1 1
 LW0144
 LW0144.Superseded values are not recommended for survey control.
 LW0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0144.See file dsdata.txt to determine how the superseded data were derived.
 LW0144
 LW0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG003289(NAD 83)
 LW0144_MARKER: DD = SURVEY DISK
 LW0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0144_SP_SET: BUILDING
 LW0144_STAMPING: C 1 62 1934
 LW0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0144
 LW0144  HISTORY     - Date     Condition        Report By
 LW0144  HISTORY     - 1934     MONUMENTED       USGS
 LW0144  HISTORY     - 1965     GOOD             NGS
 LW0144
 LW0144                          STATION DESCRIPTION
 LW0144
 LW0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0144'AT PROVIDENCE.
 LW0144'AT PROVIDENCE, IN THE Y JUNCTION FORMED BY BROAD AND EDDY STREET,
 LW0144'NEAR THE INTERSECTION OF BROAD AND VERMONT AVENUE, SET VERTICALLY
 LW0144'IN THE SOUTH FACE OF THE SOUTH WALL OF THE EDDY STREET ENTRANCE
 LW0144'TO THE BROAD STREET SCHOOL, 20 FEET WEST OF THE WEST CURB OF EDDY
 LW0144'STREET, 26.6 FEET NORTH OF THE SOUTHEAST CORNER OF THE SCHOOL
 LW0144'BUILDING, 1.9 FEET WEST OF THE SOUTHEAST CORNER OF THE WALL AT
 LW0144'ENTRANCE AND 2 FEET ABOVE THE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2922 ***********************************************************************
 LW2922  DESIGNATION -  C 1 1943
 LW2922  PID         -  LW2922
 LW2922  STATE/COUNTY-  RI/WASHINGTON
 LW2922  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2922
 LW2922                         *CURRENT SURVEY CONTROL
 LW2922  ___________________________________________________________________
 LW2922* NAD 83(1996)-  41 21 50.51776(N)    071 29 11.91866(W)     ADJUSTED  
 LW2922* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2922  ___________________________________________________________________
 LW2922  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 LW2922  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW2922
 LW2922  HORZ ORDER  -  SECOND
 LW2922
 LW2922.The horizontal coordinates were established by classical geodetic methods
 LW2922.and adjusted by the National Geodetic Survey in August 1998..
 LW2922
 LW2922.The orthometric height was scaled from a topographic map.
 LW2922
 LW2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2922
 LW2922.The geoid height was determined by GEOID03.
 LW2922
 LW2922;                    North         East     Units Scale Factor Converg.
 LW2922;SPC RI       -    31,173.869   101,117.491   MT  0.99999377   +0 00 31.8
 LW2922;SPC RI       -   102,276.27    331,749.64   sFT  0.99999377   +0 00 31.8
 LW2922;UTM  19      - 4,582,152.982   292,015.899   MT  1.00013239   -1 38 37.9
 LW2922
 LW2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2922!SPC RI       -   1.00000387  x   0.99999377  =   0.99999764
 LW2922!UTM  19      -   1.00000387  x   1.00013239  =   1.00013626
 LW2922
 LW2922                          SUPERSEDED SURVEY CONTROL
 LW2922
 LW2922  NAD 83(1996)-  41 21 50.51679(N)    071 29 11.91746(W) AD(       ) 2
 LW2922  NAD 83(1992)-  41 21 50.51639(N)    071 29 11.91798(W) AD(       ) 2
 LW2922  NAD 83(1992)-  41 21 50.51513(N)    071 29 11.91769(W) AD(       ) 2
 LW2922  NAD 83(1986)-  41 21 50.51464(N)    071 29 11.91721(W) AD(       ) 2
 LW2922  NAD 27      -  41 21 50.14700(N)    071 29 13.70800(W) AD(       ) 2
 LW2922
 LW2922.Superseded values are not recommended for survey control.
 LW2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2922.See file dsdata.txt to determine how the superseded data were derived.
 LW2922
 LW2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9201682153(NAD 83)
 LW2922_MARKER: Z = SEE DESCRIPTION
 LW2922_SETTING: 0 = UNSPECIFIED SETTING
 LW2922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2922
 LW2922  HISTORY     - Date     Condition        Report By
 LW2922  HISTORY     - 1943     MONUMENTED       CGS
 LW2922  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2922
 LW2922                          STATION DESCRIPTION
 LW2922
 LW2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2922'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT GREENE, ON
 LW2922'POINT JUDITH, ABOUT 0.2 MI. N-NW OF BATTERY 211.  IT IS THE PINTLE
 LW2922'CENTER OF THE E INSTRUMENT HOUSED ON THE FIRST FLOOR IN THE W ONE
 LW2922'OF THREE FIRE CONTROL BUILDINGS.  THIS STATION WAS LOCATED BY
 LW2922'TRAVERSE FROM STATION REMBIJAS.
 LW2922
 LW2922                          STATION RECOVERY (1954)
 LW2922
 LW2922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2922'THE BUILDING AND THE SHAFT, WHICH SUPPORTED THE INSTRUMENT, ARE
 LW2922'STILL IN PLACE.  THE INSTRUMENT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1129 ***********************************************************************
 LW1129  DESIGNATION -  C 10
 LW1129  PID         -  LW1129
 LW1129  STATE/COUNTY-  RI/PROVIDENCE
 LW1129  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1129
 LW1129                         *CURRENT SURVEY CONTROL
 LW1129  ___________________________________________________________________
 LW1129* NAD 83(1986)-  41 59 19.     (N)    071 34 17.     (W)     SCALED    
 LW1129* NAVD 88     -       125.932  (meters)     413.16   (feet)  ADJUSTED  
 LW1129  ___________________________________________________________________
 LW1129  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LW1129  DYNAMIC HT  -         125.891 (meters)     413.03  (feet)  COMP
 LW1129  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 LW1129
 LW1129  VERT ORDER  -  SECOND    CLASS 0
 LW1129
 LW1129.The horizontal coordinates were scaled from a topographic map and have
 LW1129.an estimated accuracy of +/- 6 seconds.
 LW1129
 LW1129.The orthometric height was determined by differential leveling
 LW1129.and adjusted by the National Geodetic Survey in June 1991..
 LW1129
 LW1129.The geoid height was determined by GEOID03.
 LW1129
 LW1129.The dynamic height is computed by dividing the NAVD 88
 LW1129.geopotential number by the normal gravity value computed on the
 LW1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1129.degrees latitude (g = 980.6199 gals.).
 LW1129
 LW1129.The modeled gravity was interpolated from observed gravity values.
 LW1129
 LW1129;                    North         East    Units  Estimated Accuracy
 LW1129;SPC RI       -   100,550.       94,080.      MT  (+/- 180 meters Scaled)
 LW1129
 LW1129                          SUPERSEDED SURVEY CONTROL
 LW1129
 LW1129  NGVD 29 (??/??/92)  126.169  (m)          413.94   (f) ADJ UNCH    2 0
 LW1129
 LW1129.Superseded values are not recommended for survey control.
 LW1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1129.See file dsdata.txt to determine how the superseded data were derived.
 LW1129
 LW1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG869517(NAD 83)
 LW1129_MARKER: DB = BENCH MARK DISK
 LW1129_SETTING: 66 = SET IN ROCK OUTCROP
 LW1129_SP_SET: ROCK OUTCROP
 LW1129_STAMPING: C 10 1958
 LW1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1129+STABILITY: POSITION/ELEVATION WELL
 LW1129
 LW1129  HISTORY     - Date     Condition        Report By
 LW1129  HISTORY     - 1958     MONUMENTED       CGS
 LW1129  HISTORY     - 1969     GOOD             NGS
 LW1129
 LW1129                          STATION DESCRIPTION
 LW1129
 LW1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1129'1.5 MI S FROM SLATERSVILLE.
 LW1129'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE JUNCTION
 LW1129'OF STATE HIGHWAY 102 AT SLATERSVILLE, ABOUT 0.8 MILE SOUTH OF
 LW1129'THE OLD STONE BRIDGE OVER BRANCH RIVER, AT THE JUNCTION OF A
 LW1129'BLACK TOP DRIVEWAY LEADING TO A ONE-STORY FRAME HOUSE PAINTED
 LW1129'GREEN, SET IN THE TOP OF AN OUTCROPPING ROCK WHICH IS 16 FEET
 LW1129'LONG - AND 2 1/2 FEET HIGH ON THE SOUTH SIDE, 26 FEET WEST OF THE
 LW1129'CENTER LINE OF THE HIGHWAY, 15 FEET NORTH OF THE CENTER LINE OF
 LW1129'A DRIVEWAY, 13 1/2 FEET SOUTH OF POWER LINEPOLE 36, AND ABOUT
 LW1129'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0781 ***********************************************************************
 LW0781  DESIGNATION -  C 16
 LW0781  PID         -  LW0781
 LW0781  STATE/COUNTY-  RI/WASHINGTON
 LW0781  USGS QUAD   -  KINGSTON (1975)
 LW0781
 LW0781                         *CURRENT SURVEY CONTROL
 LW0781  ___________________________________________________________________
 LW0781* NAD 83(1986)-  41 27 18.     (N)    071 37 02.     (W)     SCALED    
 LW0781* NAVD 88     -        31.519  (meters)     103.41   (feet)  ADJUSTED  
 LW0781  ___________________________________________________________________
 LW0781  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0781  DYNAMIC HT  -          31.508 (meters)     103.37  (feet)  COMP
 LW0781  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LW0781
 LW0781  VERT ORDER  -  FIRST     CLASS I
 LW0781
 LW0781.The horizontal coordinates were scaled from a topographic map and have
 LW0781.an estimated accuracy of +/- 6 seconds.
 LW0781
 LW0781.The orthometric height was determined by differential leveling
 LW0781.and adjusted by the National Geodetic Survey in June 1991..
 LW0781
 LW0781.The geoid height was determined by GEOID03.
 LW0781
 LW0781.The dynamic height is computed by dividing the NAVD 88
 LW0781.geopotential number by the normal gravity value computed on the
 LW0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0781.degrees latitude (g = 980.6199 gals.).
 LW0781
 LW0781.The modeled gravity was interpolated from observed gravity values.
 LW0781
 LW0781;                    North         East    Units  Estimated Accuracy
 LW0781;SPC RI       -    41,280.       90,210.      MT  (+/- 180 meters Scaled)
 LW0781
 LW0781                          SUPERSEDED SURVEY CONTROL
 LW0781
 LW0781  NGVD 29 (??/??/92)   31.805  (m)          104.35   (f) ADJ UNCH    1 1
 LW0781
 LW0781.Superseded values are not recommended for survey control.
 LW0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0781.See file dsdata.txt to determine how the superseded data were derived.
 LW0781
 LW0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF813925(NAD 83)
 LW0781_MARKER: DB = BENCH MARK DISK
 LW0781_SETTING: 66 = SET IN ROCK OUTCROP
 LW0781_SP_SET: ROCK OUTCROP
 LW0781_STAMPING: C 16 1965
 LW0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0781+STABILITY: POSITION/ELEVATION WELL
 LW0781
 LW0781  HISTORY     - Date     Condition        Report By
 LW0781  HISTORY     - 1965     MONUMENTED       CGS
 LW0781  HISTORY     - 1969     GOOD             NGS
 LW0781  HISTORY     - 1984     GOOD             USPSQD
 LW0781  HISTORY     - 1987     GOOD             USPSQD
 LW0781  HISTORY     - 1988     GOOD             USPSQD
 LW0781  HISTORY     - 1989     GOOD             USPSQD
 LW0781  HISTORY     - 1990     GOOD             USPSQD
 LW0781  HISTORY     - 19980921 MARK NOT FOUND   USPSQD
 LW0781
 LW0781                          STATION DESCRIPTION
 LW0781
 LW0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0781'1.2 MI NE FROM KENYON.
 LW0781'1.25 MILES NORTHEAST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 LW0781'OF A BLACK TOP ROAD AT KENYON, ABOUT 0.5 MILE NORTHEAST OF
 LW0781'THE HIGHWAY OVERPASS OVER THE NY, NH AND H RAILROAD, ON THE
 LW0781'NORTH SLOPE OF A SMALL HILL, SET ON THE TOP OF A ROCK OUTCROP
 LW0781'WHICH IS 11 FEET LONG AND 5 FEET WIDE, 40 FEET WEST OF THE
 LW0781'CENTER LINE OF THE HIGHWAY, 132 FEET SOUTH OF THE CENTER OF
 LW0781'JUNCTION OF A ROAD LEADING SOUTH, 2 1/2 FEET NORTHWEST OF THE
 LW0781'SOUTHEAST CORNER OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF
 LW0781'THE HIGHWAY.
 LW0781
 LW0781                          STATION RECOVERY (1969)
 LW0781
 LW0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0781'RECOVERED IN GOOD CONDITION.
 LW0781
 LW0781                          STATION RECOVERY (1984)
 LW0781
 LW0781'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0781'RECOVERED IN GOOD CONDITION.
 LW0781
 LW0781                          STATION RECOVERY (1987)
 LW0781
 LW0781'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0781'RECOVERED IN GOOD CONDITION.
 LW0781
 LW0781                          STATION RECOVERY (1988)
 LW0781
 LW0781'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0781'RECOVERED IN GOOD CONDITION.
 LW0781
 LW0781                          STATION RECOVERY (1989)
 LW0781
 LW0781'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0781'RECOVERED IN GOOD CONDITION.
 LW0781
 LW0781                          STATION RECOVERY (1990)
 LW0781
 LW0781'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0781'RECOVERED IN GOOD CONDITION.
 LW0781
 LW0781                          STATION RECOVERY (1998)
 LW0781
 LW0781'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0119 ***********************************************************************
 LW0119  DESIGNATION -  C 17
 LW0119  PID         -  LW0119
 LW0119  STATE/COUNTY-  RI/KENT
 LW0119  USGS QUAD   -  EAST GREENWICH (1975)
 LW0119
 LW0119                         *CURRENT SURVEY CONTROL
 LW0119  ___________________________________________________________________
 LW0119* NAD 83(1986)-  41 41 19.     (N)    071 27 21.     (W)     SCALED    
 LW0119* NAVD 88     -         5.608  (meters)      18.40   (feet)  ADJUSTED  
 LW0119  ___________________________________________________________________
 LW0119  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LW0119  DYNAMIC HT  -           5.606 (meters)      18.39  (feet)  COMP
 LW0119  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 LW0119
 LW0119  VERT ORDER  -  FIRST     CLASS I
 LW0119
 LW0119.The horizontal coordinates were scaled from a topographic map and have
 LW0119.an estimated accuracy of +/- 6 seconds.
 LW0119
 LW0119.The orthometric height was determined by differential leveling
 LW0119.and adjusted by the National Geodetic Survey in June 1991..
 LW0119
 LW0119.The geoid height was determined by GEOID03.
 LW0119
 LW0119.The dynamic height is computed by dividing the NAVD 88
 LW0119.geopotential number by the normal gravity value computed on the
 LW0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0119.degrees latitude (g = 980.6199 gals.).
 LW0119
 LW0119.The modeled gravity was interpolated from observed gravity values.
 LW0119
 LW0119;                    North         East    Units  Estimated Accuracy
 LW0119;SPC RI       -    67,220.      103,680.      MT  (+/- 180 meters Scaled)
 LW0119
 LW0119                          SUPERSEDED SURVEY CONTROL
 LW0119
 LW0119  NGVD 29 (??/??/92)    5.866  (m)           19.25   (f) ADJ UNCH    1 1
 LW0119
 LW0119.Superseded values are not recommended for survey control.
 LW0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0119.See file dsdata.txt to determine how the superseded data were derived.
 LW0119
 LW0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG956181(NAD 83)
 LW0119_MARKER: DB = BENCH MARK DISK
 LW0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0119_SP_SET: CULVERT
 LW0119_STAMPING: C 17 1965
 LW0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0119
 LW0119  HISTORY     - Date     Condition        Report By
 LW0119  HISTORY     - 1965     MONUMENTED       CGS
 LW0119
 LW0119                          STATION DESCRIPTION
 LW0119
 LW0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0119'1.6 MI N FROM EAST GREENWICH.
 LW0119'1.6 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LW0119'EAST GREENWICH, ABOUT 1.0 MILE SOUTH OF THE WARWICK POST OFFICE,
 LW0119'AT THE JUNCTION OF THE HIGHWAY AND ASHMONT STREET, SET ON THE
 LW0119'TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A CONCRETE
 LW0119'CULVERT FOR SMALL STREAM UNDER THE HIGHWAY, 77 FEET NORTH OF THE
 LW0119'CENTER LINE OF ASHMONT STREET, 14 1/2 FEET WEST OF THE WEST CURB
 LW0119'OF THE HIGHWAY, 0.7 FOOT NORTH OF THE SOUTH END OF THE HEAD
 LW0119'WALL AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0998 ***********************************************************************
 LW0998  DESIGNATION -  C 18
 LW0998  PID         -  LW0998
 LW0998  STATE/COUNTY-  RI/WASHINGTON
 LW0998  USGS QUAD   -  WATCH HILL (1984)
 LW0998
 LW0998                         *CURRENT SURVEY CONTROL
 LW0998  ___________________________________________________________________
 LW0998* NAD 83(1986)-  41 21 26.     (N)    071 48 27.     (W)     SCALED    
 LW0998* NAVD 88     -        14.279  (meters)      46.85   (feet)  ADJUSTED  
 LW0998  ___________________________________________________________________
 LW0998  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW0998  DYNAMIC HT  -          14.274 (meters)      46.83  (feet)  COMP
 LW0998  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 LW0998
 LW0998  VERT ORDER  -  FIRST     CLASS I
 LW0998
 LW0998.The horizontal coordinates were scaled from a topographic map and have
 LW0998.an estimated accuracy of +/- 6 seconds.
 LW0998
 LW0998.The orthometric height was determined by differential leveling
 LW0998.and adjusted by the National Geodetic Survey in June 1991..
 LW0998
 LW0998.The geoid height was determined by GEOID03.
 LW0998
 LW0998.The dynamic height is computed by dividing the NAVD 88
 LW0998.geopotential number by the normal gravity value computed on the
 LW0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0998.degrees latitude (g = 980.6199 gals.).
 LW0998
 LW0998.The modeled gravity was interpolated from observed gravity values.
 LW0998
 LW0998;                    North         East    Units  Estimated Accuracy
 LW0998;SPC RI       -    30,460.       74,270.      MT  (+/- 180 meters Scaled)
 LW0998
 LW0998                          SUPERSEDED SURVEY CONTROL
 LW0998
 LW0998  NGVD 29 (??/??/92)   14.568  (m)           47.80   (f) ADJ UNCH    1 1
 LW0998
 LW0998.Superseded values are not recommended for survey control.
 LW0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0998.See file dsdata.txt to determine how the superseded data were derived.
 LW0998
 LW0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF651822(NAD 83)
 LW0998_MARKER: DB = BENCH MARK DISK
 LW0998_SETTING: 80 = SET IN A BOULDER
 LW0998_SP_SET: BOULDER
 LW0998_STAMPING: C 18 1965
 LW0998_MARK LOGO: CGS   
 LW0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0998+STABILITY: SURFACE MOTION
 LW0998
 LW0998  HISTORY     - Date     Condition        Report By
 LW0998  HISTORY     - 1965     MONUMENTED       CGS
 LW0998  HISTORY     - 1969     GOOD             NGS
 LW0998  HISTORY     - 1985     GOOD             USPSQD
 LW0998  HISTORY     - 1987     GOOD             RIGS
 LW0998  HISTORY     - 1988     GOOD             USPSQD
 LW0998  HISTORY     - 1989     GOOD             USPSQD
 LW0998  HISTORY     - 1990     GOOD             USPSQD
 LW0998  HISTORY     - 20010331 GOOD             NGS
 LW0998
 LW0998                          STATION DESCRIPTION
 LW0998
 LW0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0998'2 MI SE FROM WESTERLY.
 LW0998'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION OF
 LW0998'MAIN AND BROAD STREET AT WESTERLY, AT THE JUNCTION OF AIRPORT
 LW0998'ROAD, SET ON THE TOP AND 1.0 FOOT EAST OF THE HIGHEST PART
 LW0998'OF A 5-BY-3-FOOT BURIED BOULDER WHICH IS FLUSH WITH THE GROUND,
 LW0998'84 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 LW0998'SOUTHEAST OF THE CENTER LINE OF AIRPORT ROAD, 57 1/2 FEET
 LW0998'WEST-SOUTHWEST OF POWER LINE POLE NO. 1390, 35 FEET NORTHEAST
 LW0998'OF A TRACK ROAD AND ABOUT LEVEL WITH THE HIGHWAY.
 LW0998
 LW0998                          STATION RECOVERY (1969)
 LW0998
 LW0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0998'RECOVERED IN GOOD CONDITION.
 LW0998
 LW0998                          STATION RECOVERY (1985)
 LW0998
 LW0998'RECOVERY NOTE BY US POWER SQUADRON 1985
 LW0998'NEW POLE 1390 HAS BEEN INSTALLED. STATION IS 53 FEET WEST OF NEW POLE
 LW0998'1390.
 LW0998
 LW0998                          STATION RECOVERY (1987)
 LW0998
 LW0998'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0998'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGE.  DISTANCE AND
 LW0998'DIRECTION FROM POLE 1390 IS 53 FEET WEST.
 LW0998
 LW0998                          STATION RECOVERY (1988)
 LW0998
 LW0998'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0998'RECOVERED IN GOOD CONDITION.
 LW0998
 LW0998                          STATION RECOVERY (1989)
 LW0998
 LW0998'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0998'RECOVERED IN GOOD CONDITION.
 LW0998
 LW0998                          STATION RECOVERY (1990)
 LW0998
 LW0998'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0998'RECOVERED IN GOOD CONDITION.
 LW0998
 LW0998                          STATION RECOVERY (2001)
 LW0998
 LW0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LW0998'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0949 ***********************************************************************
 LW0949  DESIGNATION -  C 19
 LW0949  PID         -  LW0949
 LW0949  STATE/COUNTY-  RI/WASHINGTON
 LW0949  USGS QUAD   -  ASHAWAY (1984)
 LW0949
 LW0949                         *CURRENT SURVEY CONTROL
 LW0949  ___________________________________________________________________
 LW0949* NAD 83(1986)-  41 25 40.     (N)    071 47 00.     (W)     SCALED    
 LW0949* NAVD 88     -        24.287  (meters)      79.68   (feet)  ADJUSTED  
 LW0949  ___________________________________________________________________
 LW0949  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LW0949  DYNAMIC HT  -          24.279 (meters)      79.66  (feet)  COMP
 LW0949  MODELED GRAV-     980,270.9   (mgal)                       NAVD 88
 LW0949
 LW0949  VERT ORDER  -  SECOND    CLASS 0
 LW0949
 LW0949.The horizontal coordinates were scaled from a topographic map and have
 LW0949.an estimated accuracy of +/- 6 seconds.
 LW0949
 LW0949.The orthometric height was determined by differential leveling
 LW0949.and adjusted by the National Geodetic Survey in June 1991..
 LW0949
 LW0949.The geoid height was determined by GEOID03.
 LW0949
 LW0949.The dynamic height is computed by dividing the NAVD 88
 LW0949.geopotential number by the normal gravity value computed on the
 LW0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0949.degrees latitude (g = 980.6199 gals.).
 LW0949
 LW0949.The modeled gravity was interpolated from observed gravity values.
 LW0949
 LW0949;                    North         East    Units  Estimated Accuracy
 LW0949;SPC RI       -    38,290.       76,320.      MT  (+/- 180 meters Scaled)
 LW0949
 LW0949                          SUPERSEDED SURVEY CONTROL
 LW0949
 LW0949  NGVD 29 (??/??/92)   24.573  (m)           80.62   (f) ADJ UNCH    2 0
 LW0949
 LW0949.Superseded values are not recommended for survey control.
 LW0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0949.See file dsdata.txt to determine how the superseded data were derived.
 LW0949
 LW0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF674899(NAD 83)
 LW0949_MARKER: DB = BENCH MARK DISK
 LW0949_SETTING: 66 = SET IN ROCK OUTCROP
 LW0949_SP_SET: ROCK OUTCROP
 LW0949_STAMPING: C 19 1969
 LW0949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0949+STABILITY: POSITION/ELEVATION WELL
 LW0949
 LW0949  HISTORY     - Date     Condition        Report By
 LW0949  HISTORY     - 1969     MONUMENTED       CGS
 LW0949  HISTORY     - 1985     GOOD             USPSQD
 LW0949  HISTORY     - 1988     GOOD             USPSQD
 LW0949  HISTORY     - 1989     GOOD             USPSQD
 LW0949  HISTORY     - 1990     GOOD             USPSQD
 LW0949
 LW0949                          STATION DESCRIPTION
 LW0949
 LW0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0949'AT ASHAWAY.
 LW0949'AT ASHAWAY, ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 3 FROM THE
 LW0949'SOUTH JUNCTION OF STATE HIGHWAY 216, ABOUT 110 YARDS NORTH OF
 LW0949'A BLACK TOP STREET INTERSECTION, (CEMETERY LANE LEADING TO THE
 LW0949'SOUTHWEST AND MAYSON HILL ROAD LEADING SOUTHEAST, AT THE NORTHEAST
 LW0949'CORNER OF THE YARD FOR A 1 1/2 STORY WHITE FRAME HOUSE, SET
 LW0949'ON THE TOP OF AN OUTCROPPING ROCK WHICH IS ABOUT 12 FEET LONG
 LW0949'AND 2 1/2 FEET WIDE, 24 FEET WEST OF THE CENTER LINE OF THE
 LW0949'HIGHWAY, 4 FEET NORTH OF THE SOUTH END OF THE ROCK AND 2 1/2
 LW0949'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0949
 LW0949                          STATION RECOVERY (1985)
 LW0949
 LW0949'RECOVERY NOTE BY US POWER SQUADRON 1985
 LW0949'RECOVERED IN GOOD CONDITION.
 LW0949
 LW0949                          STATION RECOVERY (1988)
 LW0949
 LW0949'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0949'RECOVERED IN GOOD CONDITION.
 LW0949
 LW0949                          STATION RECOVERY (1989)
 LW0949
 LW0949'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0949'RECOVERED IN GOOD CONDITION.
 LW0949
 LW0949                          STATION RECOVERY (1990)
 LW0949
 LW0949'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0147 ***********************************************************************
 LW0147  DESIGNATION -  C 2
 LW0147  PID         -  LW0147
 LW0147  STATE/COUNTY-  RI/PROVIDENCE
 LW0147  USGS QUAD   -  PROVIDENCE (1975)
 LW0147
 LW0147                         *CURRENT SURVEY CONTROL
 LW0147  ___________________________________________________________________
 LW0147* NAD 83(1986)-  41 48 54.     (N)    071 26 25.     (W)     SCALED    
 LW0147* NAVD 88     -         8.627  (meters)      28.30   (feet)  POSTED    
 LW0147  ___________________________________________________________________
 LW0147  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW0147  DYNAMIC HT  -           8.620 (meters)      28.28  (feet)  COMP
 LW0147  MODELED GRAV-     980,310.9   (mgal)                       NAVD 88
 LW0147
 LW0147  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LW0147
 LW0147.The horizontal coordinates were scaled from a topographic map and have
 LW0147.an estimated accuracy of +/- 6 seconds.
 LW0147
 LW0147.The orthometric height was determined by differential leveling
 LW0147.and adjusted by the National Geodetic Survey in 1992..
 LW0147.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LW0147.rate of 1.1 thru 2.0 mm/km.
 LW0147
 LW0147.The geoid height was determined by GEOID03.
 LW0147
 LW0147.The dynamic height is computed by dividing the NAVD 88
 LW0147.geopotential number by the normal gravity value computed on the
 LW0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0147.degrees latitude (g = 980.6199 gals.).
 LW0147
 LW0147.The modeled gravity was interpolated from observed gravity values.
 LW0147
 LW0147;                    North         East    Units  Estimated Accuracy
 LW0147;SPC RI       -    81,260.      104,960.      MT  (+/- 180 meters Scaled)
 LW0147
 LW0147                          SUPERSEDED SURVEY CONTROL
 LW0147
 LW0147.No superseded survey control is available for this station.
 LW0147
 LW0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG973321(NAD 83)
 LW0147_MARKER: DB = BENCH MARK DISK
 LW0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0147_STAMPING: ELEV 29.222 FT C 2 1923
 LW0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0147+STABILITY: SURFACE MOTION
 LW0147
 LW0147  HISTORY     - Date     Condition        Report By
 LW0147  HISTORY     - 1923     MONUMENTED       CGS
 LW0147  HISTORY     - 1956     GOOD             NGS
 LW0147  HISTORY     - 1965     MARK NOT FOUND   NGS
 LW0147
 LW0147                          STATION DESCRIPTION
 LW0147
 LW0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LW0147'AT PROVIDENCE.
 LW0147'AT PROVIDENCE, PROVIDENCE COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LW0147'HARTFORD RAILROAD, AT DIKE STREET, 8 RAILS SOUTH OF THE BRIDGE OVER
 LW0147'THE TRACKS AT WESTMINSTER AVENUE, 32 YARDS SOUTH OF THE SOUTH END
 LW0147'OF THE STONE RETAINING WALL ALONG THE WEST SIDE OF THE TRACKS,
 LW0147'33.6 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND MAIN TRACK,
 LW0147'IN LINE WITH THE CENTERLINE OF DIKE STREET, AT AN OFFSET IN THE
 LW0147'FENCE ON THE WEST SIDE OF THE TRACK, AND LEVEL WITH THE TRACK.  A
 LW0147'STANDARD DISK, STAMPED ELEV 29.222 FT C 2 1923 AND SET IN THE
 LW0147'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LW0147
 LW0147                          STATION RECOVERY (1965)
 LW0147
 LW0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LW0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2972 ***********************************************************************
 LW2972  DESIGNATION -  C 2 1943
 LW2972  PID         -  LW2972
 LW2972  STATE/COUNTY-  RI/NEWPORT
 LW2972  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2972
 LW2972                         *CURRENT SURVEY CONTROL
 LW2972  ___________________________________________________________________
 LW2972* NAD 83(1996)-  41 27 16.87091(N)    071 23 49.73313(W)     ADJUSTED  
 LW2972* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 LW2972  ___________________________________________________________________
 LW2972  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW2972  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW2972
 LW2972  HORZ ORDER  -  SECOND
 LW2972
 LW2972.The horizontal coordinates were established by classical geodetic methods
 LW2972.and adjusted by the National Geodetic Survey in August 1998..
 LW2972
 LW2972.The orthometric height was scaled from a topographic map.
 LW2972
 LW2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2972
 LW2972.The geoid height was determined by GEOID03.
 LW2972
 LW2972;                    North         East     Units Scale Factor Converg.
 LW2972;SPC RI       -    41,246.986   108,593.671   MT  0.99999466   +0 04 05.1
 LW2972;SPC RI       -   135,324.49    356,277.74   sFT  0.99999466   +0 04 05.1
 LW2972;UTM  19      - 4,592,007.262   299,780.658   MT  1.00009336   -1 35 15.0
 LW2972
 LW2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2972!SPC RI       -   1.00000210  x   0.99999466  =   0.99999676
 LW2972!UTM  19      -   1.00000210  x   1.00009336  =   1.00009546
 LW2972
 LW2972                          SUPERSEDED SURVEY CONTROL
 LW2972
 LW2972  NAD 83(1996)-  41 27 16.87033(N)    071 23 49.73219(W) AD(       ) 2
 LW2972  NAD 83(1992)-  41 27 16.86940(N)    071 23 49.73248(W) AD(       ) 2
 LW2972  NAD 83(1992)-  41 27 16.86867(N)    071 23 49.73211(W) AD(       ) 2
 LW2972  NAD 83(1986)-  41 27 16.86873(N)    071 23 49.73025(W) AD(       ) 2
 LW2972  NAD 27      -  41 27 16.50200(N)    071 23 51.52800(W) AD(       ) 2
 LW2972
 LW2972.Superseded values are not recommended for survey control.
 LW2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2972.See file dsdata.txt to determine how the superseded data were derived.
 LW2972
 LW2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9978192007(NAD 83)
 LW2972_MARKER: Z = SEE DESCRIPTION
 LW2972_SETTING: 0 = UNSPECIFIED SETTING
 LW2972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2972
 LW2972  HISTORY     - Date     Condition        Report By
 LW2972  HISTORY     - 1943     MONUMENTED       CGS
 LW2972
 LW2972                          STATION DESCRIPTION
 LW2972
 LW2972'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2972'THE STATION IS THE PINTLE CENTER OF THE NEXT TO THE MOST E ONE OF
 LW2972'FOUR INSTRUMENTS INSIDE THE PRINCIPAL FIRE-CONTROL BUILDING IN
 LW2972'FORT BURNSIDE ON BEAVERTAIL POINT.  IT LOCATED BY TRAVERSE FROM
 LW2972'STATION BC 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1163 ***********************************************************************
 LW1163  DESIGNATION -  C 20
 LW1163  PID         -  LW1163
 LW1163  STATE/COUNTY-  RI/WASHINGTON
 LW1163  USGS QUAD   -  HOPE VALLEY (1975)
 LW1163
 LW1163                         *CURRENT SURVEY CONTROL
 LW1163  ___________________________________________________________________
 LW1163* NAD 83(1986)-  41 33 35.     (N)    071 39 54.     (W)     SCALED    
 LW1163* NAVD 88     -       144.348  (meters)     473.58   (feet)  ADJUSTED  
 LW1163  ___________________________________________________________________
 LW1163  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW1163  DYNAMIC HT  -         144.297 (meters)     473.41  (feet)  COMP
 LW1163  MODELED GRAV-     980,268.1   (mgal)                       NAVD 88
 LW1163
 LW1163  VERT ORDER  -  SECOND    CLASS 0
 LW1163
 LW1163.The horizontal coordinates were scaled from a topographic map and have
 LW1163.an estimated accuracy of +/- 6 seconds.
 LW1163
 LW1163.The orthometric height was determined by differential leveling
 LW1163.and adjusted by the National Geodetic Survey in June 1991..
 LW1163
 LW1163.The geoid height was determined by GEOID03.
 LW1163
 LW1163.The dynamic height is computed by dividing the NAVD 88
 LW1163.geopotential number by the normal gravity value computed on the
 LW1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1163.degrees latitude (g = 980.6199 gals.).
 LW1163
 LW1163.The modeled gravity was interpolated from observed gravity values.
 LW1163
 LW1163;                    North         East    Units  Estimated Accuracy
 LW1163;SPC RI       -    52,920.       86,240.      MT  (+/- 180 meters Scaled)
 LW1163
 LW1163                          SUPERSEDED SURVEY CONTROL
 LW1163
 LW1163  NGVD 29 (??/??/92)  144.606  (m)          474.43   (f) ADJ UNCH    2 0
 LW1163
 LW1163.Superseded values are not recommended for survey control.
 LW1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1163.See file dsdata.txt to determine how the superseded data were derived.
 LW1163
 LW1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG777043(NAD 83)
 LW1163_MARKER: DB = BENCH MARK DISK
 LW1163_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LW1163_SP_SET: WINGWALL OF OVERPASS
 LW1163_STAMPING: C 20 1969
 LW1163_MARK LOGO: CGS   
 LW1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1163
 LW1163  HISTORY     - Date     Condition        Report By
 LW1163  HISTORY     - 1969     MONUMENTED       CGS
 LW1163  HISTORY     - 1984     GOOD             RIGS
 LW1163  HISTORY     - 1987     GOOD             USPSQD
 LW1163  HISTORY     - 1988     GOOD             USPSQD
 LW1163  HISTORY     - 1989     GOOD             USPSQD
 LW1163  HISTORY     - 19900524 GOOD             USPSQD
 LW1163
 LW1163                          STATION DESCRIPTION
 LW1163
 LW1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1163'4.9 MI NE FROM HOPE VALLEY.
 LW1163'ABOUT 1.2 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 138 FROM
 LW1163'THE BAPTIST CHURCH AT HOPE VALLEY, THENCE 3.7 MILES NORTHEAST
 LW1163'ALONG INTERSTATE HIGHWAY 95, SET ON THE TOP OF THE WING WALL AT
 LW1163'THE EAST CORNER OF THE I-95 OVERPASS OVER TEFFT HILL TRAIL (A
 LW1163'NARROW DIRT ROAD), 28.6 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LW1163'NORTHBOUND LANE OF THE HIGHWAY, AND 1 FOOT ABOVE THE LEVEL OF THE
 LW1163'HIGHWAY.
 LW1163
 LW1163                          STATION RECOVERY (1984)
 LW1163
 LW1163'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1163'RECOVERED IN GOOD CONDITION.
 LW1163
 LW1163                          STATION RECOVERY (1987)
 LW1163
 LW1163'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1163'RECOVERED IN GOOD CONDITION.
 LW1163
 LW1163                          STATION RECOVERY (1988)
 LW1163
 LW1163'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1163'RECOVERED IN GOOD CONDITION.
 LW1163
 LW1163                          STATION RECOVERY (1989)
 LW1163
 LW1163'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1163'RECOVERED IN GOOD CONDITION.
 LW1163
 LW1163                          STATION RECOVERY (1990)
 LW1163
 LW1163'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1422 ***********************************************************************
 LW1422  DESIGNATION -  C 21
 LW1422  PID         -  LW1422
 LW1422  STATE/COUNTY-  RI/KENT
 LW1422  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1422
 LW1422                         *CURRENT SURVEY CONTROL
 LW1422  ___________________________________________________________________
 LW1422* NAD 83(1986)-  41 42 07.     (N)    071 38 00.     (W)     SCALED    
 LW1422* NAVD 88     -        92.800  (meters)     304.46   (feet)  ADJUSTED  
 LW1422  ___________________________________________________________________
 LW1422  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW1422  DYNAMIC HT  -          92.768 (meters)     304.36  (feet)  COMP
 LW1422  MODELED GRAV-     980,280.5   (mgal)                       NAVD 88
 LW1422
 LW1422  VERT ORDER  -  SECOND    CLASS 0
 LW1422
 LW1422.The horizontal coordinates were scaled from a topographic map and have
 LW1422.an estimated accuracy of +/- 6 seconds.
 LW1422
 LW1422.The orthometric height was determined by differential leveling
 LW1422.and adjusted by the National Geodetic Survey in June 1991..
 LW1422
 LW1422.The geoid height was determined by GEOID03.
 LW1422
 LW1422.The dynamic height is computed by dividing the NAVD 88
 LW1422.geopotential number by the normal gravity value computed on the
 LW1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1422.degrees latitude (g = 980.6199 gals.).
 LW1422
 LW1422.The modeled gravity was interpolated from observed gravity values.
 LW1422
 LW1422;                    North         East    Units  Estimated Accuracy
 LW1422;SPC RI       -    68,710.       88,900.      MT  (+/- 180 meters Scaled)
 LW1422
 LW1422                          SUPERSEDED SURVEY CONTROL
 LW1422
 LW1422  NGVD 29 (??/??/92)   93.044  (m)          305.26   (f) ADJ UNCH    2 0
 LW1422
 LW1422.Superseded values are not recommended for survey control.
 LW1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1422.See file dsdata.txt to determine how the superseded data were derived.
 LW1422
 LW1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG808200(NAD 83)
 LW1422_MARKER: DB = BENCH MARK DISK
 LW1422_SETTING: 80 = SET IN A BOULDER
 LW1422_SP_SET: BOULDER
 LW1422_STAMPING: C 21 1969
 LW1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1422+STABILITY: SURFACE MOTION
 LW1422
 LW1422  HISTORY     - Date     Condition        Report By
 LW1422  HISTORY     - 1969     MONUMENTED       CGS
 LW1422  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1422  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1422
 LW1422                          STATION DESCRIPTION
 LW1422
 LW1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1422'3.8 MI E FROM SUMMIT.
 LW1422'ABOUT 3.8 MILES EAST ALONG STATE HIGHWAY 117 FROM THE
 LW1422'INTERSECTION OF STATE HIGHWAY 102 AT SUMMIT, ABOUT 0.3 MILE
 LW1422'WEST OF THE WEST END OF THE HIGHWAY BRIDGE OVER FLAT RIVER,
 LW1422'ABOUT 0.1 MILE EAST OF THE JUNCTION OF HILL FARM ROAD AT
 LW1422'COVENTRY CENTER, SET ON THE TOP OF A ROCK WHICH IS 7 FEET
 LW1422'LONG-5 FEET WIDE AND 2 FEET HIGH, 56 FEET SOUTH OF THE CENTER
 LW1422'LINE OF THE HIGHWAY, 4 FEET EAST OF THE NORTHWEST CORNER OF THE
 LW1422'ROCK AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1422
 LW1422                          STATION RECOVERY (1987)
 LW1422
 LW1422'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1422'MARK NOT FOUND.
 LW1422
 LW1422                          STATION RECOVERY (1989)
 LW1422
 LW1422'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0994 ***********************************************************************
 LW0994  DESIGNATION -  C 22
 LW0994  PID         -  LW0994
 LW0994  STATE/COUNTY-  RI/WASHINGTON
 LW0994  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW0994
 LW0994                         *CURRENT SURVEY CONTROL
 LW0994  ___________________________________________________________________
 LW0994* NAD 83(1986)-  41 20 57.     (N)    071 44 50.     (W)     SCALED    
 LW0994* NAVD 88     -        36.019  (meters)     118.17   (feet)  ADJUSTED  
 LW0994  ___________________________________________________________________
 LW0994  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW0994  DYNAMIC HT  -          36.006 (meters)     118.13  (feet)  COMP
 LW0994  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LW0994
 LW0994  VERT ORDER  -  SECOND    CLASS 0
 LW0994
 LW0994.The horizontal coordinates were scaled from a topographic map and have
 LW0994.an estimated accuracy of +/- 6 seconds.
 LW0994
 LW0994.The orthometric height was determined by differential leveling
 LW0994.and adjusted by the National Geodetic Survey in June 1991..
 LW0994
 LW0994.The geoid height was determined by GEOID03.
 LW0994
 LW0994.The dynamic height is computed by dividing the NAVD 88
 LW0994.geopotential number by the normal gravity value computed on the
 LW0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0994.degrees latitude (g = 980.6199 gals.).
 LW0994
 LW0994.The modeled gravity was interpolated from observed gravity values.
 LW0994
 LW0994;                    North         East    Units  Estimated Accuracy
 LW0994;SPC RI       -    29,550.       79,310.      MT  (+/- 180 meters Scaled)
 LW0994
 LW0994                          SUPERSEDED SURVEY CONTROL
 LW0994
 LW0994  NGVD 29 (??/??/92)   36.303  (m)          119.10   (f) ADJ UNCH    2 0
 LW0994
 LW0994.Superseded values are not recommended for survey control.
 LW0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0994.See file dsdata.txt to determine how the superseded data were derived.
 LW0994
 LW0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF701811(NAD 83)
 LW0994_MARKER: DB = BENCH MARK DISK
 LW0994_SETTING: 80 = SET IN A BOULDER
 LW0994_SP_SET: BOULDER
 LW0994_STAMPING: C 22 1969
 LW0994_MARK LOGO: CGS   
 LW0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0994+STABILITY: SURFACE MOTION
 LW0994
 LW0994  HISTORY     - Date     Condition        Report By
 LW0994  HISTORY     - 1969     MONUMENTED       CGS
 LW0994  HISTORY     - 1987     GOOD             RIGS
 LW0994  HISTORY     - 1988     GOOD             USPSQD
 LW0994  HISTORY     - 1988     GOOD             USPSQD
 LW0994  HISTORY     - 1989     GOOD             USPSQD
 LW0994  HISTORY     - 1990     GOOD             USPSQD
 LW0994
 LW0994                          STATION DESCRIPTION
 LW0994
 LW0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0994'5.2 MI SE FROM WESTERLY.
 LW0994'ABOUT 5.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 LW0994'OF MAIN AND BROAD STREET AT WESTERLY, 1.15 MILES EAST OF THE
 LW0994'ROAD INTERSECTION AT DUNN CORNER, BETWEEN THE NEW AND OLD HIGHWAY,
 LW0994'SET ON THE TOP AND AT THE CENTER OF A 6-BY-3-FOOT BOULDER WHICH
 LW0994'PROJECTS 1 1/2 FEET ABOVE THE GROUND, 84 FEET SOUTHEAST OF THE
 LW0994'EXTENDED CENTER LINE OF A DRIVEWAY LEADING NORTH, 53 FEET NORTHEAST
 LW0994'OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 28 FEET
 LW0994'SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 19 FEET
 LW0994'NORTH OF A LONE DOUBLE-TRUNK OAK TREE, 0.2 MILE NORTHWEST
 LW0994'OF THE JUNCTION OF STATE HIGHWAY 1A, AND 2 FEET ABOVE THE LEVEL
 LW0994'OF THE HIGHWAY.
 LW0994
 LW0994                          STATION RECOVERY (1987)
 LW0994
 LW0994'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0994'RECOVERED IN GOOD CONDITION.
 LW0994
 LW0994                          STATION RECOVERY (1988)
 LW0994
 LW0994'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0994'RECOVERED IN GOOD CONDITION.
 LW0994
 LW0994                          STATION RECOVERY (1988)
 LW0994
 LW0994'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0994'RECOVERED IN GOOD CONDITION.
 LW0994
 LW0994                          STATION RECOVERY (1989)
 LW0994
 LW0994'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0994'RECOVERED IN GOOD CONDITION.
 LW0994
 LW0994                          STATION RECOVERY (1990)
 LW0994
 LW0994'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0690 ***********************************************************************
 LW0690  DESIGNATION -  C 23
 LW0690  PID         -  LW0690
 LW0690  STATE/COUNTY-  RI/WASHINGTON
 LW0690  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0690
 LW0690                         *CURRENT SURVEY CONTROL
 LW0690  ___________________________________________________________________
 LW0690* NAD 83(1986)-  41 29 30.     (N)    071 28 46.     (W)     SCALED    
 LW0690* NAVD 88     -        20.785  (meters)      68.19   (feet)  ADJUSTED  
 LW0690  ___________________________________________________________________
 LW0690  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LW0690  DYNAMIC HT  -          20.777 (meters)      68.17  (feet)  COMP
 LW0690  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 LW0690
 LW0690  VERT ORDER  -  SECOND    CLASS 0
 LW0690
 LW0690.The horizontal coordinates were scaled from a topographic map and have
 LW0690.an estimated accuracy of +/- 6 seconds.
 LW0690
 LW0690.The orthometric height was determined by differential leveling
 LW0690.and adjusted by the National Geodetic Survey in June 1991..
 LW0690
 LW0690.The geoid height was determined by GEOID03.
 LW0690
 LW0690.The dynamic height is computed by dividing the NAVD 88
 LW0690.geopotential number by the normal gravity value computed on the
 LW0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0690.degrees latitude (g = 980.6199 gals.).
 LW0690
 LW0690.The modeled gravity was interpolated from observed gravity values.
 LW0690
 LW0690;                    North         East    Units  Estimated Accuracy
 LW0690;SPC RI       -    45,350.      101,720.      MT  (+/- 180 meters Scaled)
 LW0690
 LW0690                          SUPERSEDED SURVEY CONTROL
 LW0690
 LW0690  NGVD 29 (??/??/92)   21.062  (m)           69.10   (f) ADJ UNCH    2 0
 LW0690
 LW0690.Superseded values are not recommended for survey control.
 LW0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0690.See file dsdata.txt to determine how the superseded data were derived.
 LW0690
 LW0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF930963(NAD 83)
 LW0690_MARKER: DB = BENCH MARK DISK
 LW0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0690_SP_SET: CULVERT
 LW0690_STAMPING: C 23 1969
 LW0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0690
 LW0690  HISTORY     - Date     Condition        Report By
 LW0690  HISTORY     - 1969     MONUMENTED       CGS
 LW0690  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW0690  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0690  HISTORY     - 19950729 MARK NOT FOUND   USPSQD
 LW0690  HISTORY     - 20011010 MARK NOT FOUND   USPSQD
 LW0690
 LW0690                          STATION DESCRIPTION
 LW0690
 LW0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0690'2.4 MI E FROM KINGSTON.
 LW0690'2.35 MILES EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION OF
 LW0690'STATE HIGHWAY 108 AT KINGSTON, 1.2 MILES WEST OF U.S. HIGHWAY
 LW0690'1, SET ON THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL
 LW0690'OF A 6-FOOT CONCRETE BOX CULVERT WITH WING WALLS, 19.5 FEET
 LW0690'NORTH OF THE CENTER LINE OF THE HIGHWAY AND LEVEL WITH THE
 LW0690'HIGHWAY.
 LW0690
 LW0690                          STATION RECOVERY (1987)
 LW0690
 LW0690'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0690'MARK NOT FOUND.
 LW0690
 LW0690                          STATION RECOVERY (1989)
 LW0690
 LW0690'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0690'MARK NOT FOUND.
 LW0690
 LW0690                          STATION RECOVERY (1995)
 LW0690
 LW0690'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW0690'MARK NOT FOUND.
 LW0690
 LW0690                          STATION RECOVERY (2001)
 LW0690
 LW0690'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0690'NEW HEADWALL, NO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0344 ***********************************************************************
 LW0344  DESIGNATION -  C 24
 LW0344  PID         -  LW0344
 LW0344  STATE/COUNTY-  RI/PROVIDENCE
 LW0344  USGS QUAD   -  PROVIDENCE (1975)
 LW0344
 LW0344                         *CURRENT SURVEY CONTROL
 LW0344  ___________________________________________________________________
 LW0344* NAD 83(1986)-  41 46 13.     (N)    071 25 42.     (W)     SCALED    
 LW0344* NAVD 88     -        12.675  (meters)      41.58   (feet)  ADJUSTED  
 LW0344  ___________________________________________________________________
 LW0344  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW0344  DYNAMIC HT  -          12.671 (meters)      41.57  (feet)  COMP
 LW0344  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 LW0344
 LW0344  VERT ORDER  -  SECOND    CLASS 0
 LW0344
 LW0344.The horizontal coordinates were scaled from a topographic map and have
 LW0344.an estimated accuracy of +/- 6 seconds.
 LW0344
 LW0344.The orthometric height was determined by differential leveling
 LW0344.and adjusted by the National Geodetic Survey in June 1991..
 LW0344
 LW0344.The geoid height was determined by GEOID03.
 LW0344
 LW0344.The dynamic height is computed by dividing the NAVD 88
 LW0344.geopotential number by the normal gravity value computed on the
 LW0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0344.degrees latitude (g = 980.6199 gals.).
 LW0344
 LW0344.The modeled gravity was interpolated from observed gravity values.
 LW0344
 LW0344;                    North         East    Units  Estimated Accuracy
 LW0344;SPC RI       -    76,300.      105,960.      MT  (+/- 180 meters Scaled)
 LW0344
 LW0344                          SUPERSEDED SURVEY CONTROL
 LW0344
 LW0344  NGVD 29 (??/??/92)   12.925  (m)           42.40   (f) ADJ UNCH    2 0
 LW0344
 LW0344.Superseded values are not recommended for survey control.
 LW0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0344.See file dsdata.txt to determine how the superseded data were derived.
 LW0344
 LW0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG981271(NAD 83)
 LW0344_MARKER: DB = BENCH MARK DISK
 LW0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0344_STAMPING: C 24 1969
 LW0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0344+STABILITY: SURFACE MOTION
 LW0344
 LW0344  HISTORY     - Date     Condition        Report By
 LW0344  HISTORY     - 1969     MONUMENTED       CGS
 LW0344
 LW0344                          STATION DESCRIPTION
 LW0344
 LW0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0344'4 MI SW FROM PROVIDENCE.
 LW0344'ABOUT 3.95 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0344'JUNCTION OF INTERSTATE HIGHWAY 195 AT PROVIDENCE, 0.4 MILE NORTH
 LW0344'OF THE PENN CENTRAL RAILROAD OVERPASS OVER THE HIGHWAY, ALONG
 LW0344'THE NORTHBOUND LANE OF THE HIGHWAY, 37 FEET SOUTHEAST OF THE
 LW0344'SOUTHEAST CURB OF THE HIGHWAY, 38 FEET SOUTHWEST OF THE SOUTHWEST
 LW0344'GATE POST FOR A PEDESTRAIN GATE, 35 FEET SOUTHEAST OF METAL LIGHT
 LW0344'POLE NO. 543, 1 FOOT NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY
 LW0344'FENCE LINE, 0.8 MILE NORTH OF THE HIGHWAY BRIDGE OVER THE
 LW0344'PAWTUXET RIVER, 2 FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT
 LW0344'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW0344'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1185 ***********************************************************************
 LW1185  DESIGNATION -  C 25
 LW1185  PID         -  LW1185
 LW1185  STATE/COUNTY-  RI/PROVIDENCE
 LW1185  USGS QUAD   -  CLAYVILLE (1975)
 LW1185
 LW1185                         *CURRENT SURVEY CONTROL
 LW1185  ___________________________________________________________________
 LW1185* NAD 83(1986)-  41 48 00.     (N)    071 39 29.     (W)     SCALED    
 LW1185* NAVD 88     -       126.849  (meters)     416.17   (feet)  ADJUSTED  
 LW1185  ___________________________________________________________________
 LW1185  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW1185  DYNAMIC HT  -         126.805 (meters)     416.03  (feet)  COMP
 LW1185  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 LW1185
 LW1185  VERT ORDER  -  SECOND    CLASS 0
 LW1185
 LW1185.The horizontal coordinates were scaled from a topographic map and have
 LW1185.an estimated accuracy of +/- 6 seconds.
 LW1185
 LW1185.The orthometric height was determined by differential leveling
 LW1185.and adjusted by the National Geodetic Survey in June 1991..
 LW1185
 LW1185.The geoid height was determined by GEOID03.
 LW1185
 LW1185.The dynamic height is computed by dividing the NAVD 88
 LW1185.geopotential number by the normal gravity value computed on the
 LW1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1185.degrees latitude (g = 980.6199 gals.).
 LW1185
 LW1185.The modeled gravity was interpolated from observed gravity values.
 LW1185
 LW1185;                    North         East    Units  Estimated Accuracy
 LW1185;SPC RI       -    79,610.       86,860.      MT  (+/- 180 meters Scaled)
 LW1185
 LW1185                          SUPERSEDED SURVEY CONTROL
 LW1185
 LW1185  NGVD 29 (??/??/92)  127.093  (m)          416.97   (f) ADJ UNCH    2 0
 LW1185
 LW1185.Superseded values are not recommended for survey control.
 LW1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1185.See file dsdata.txt to determine how the superseded data were derived.
 LW1185
 LW1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG791309(NAD 83)
 LW1185_MARKER: DB = BENCH MARK DISK
 LW1185_SETTING: 66 = SET IN ROCK OUTCROP
 LW1185_SP_SET: ROCK LEDGE
 LW1185_STAMPING: C 25 1969
 LW1185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1185+STABILITY: POSITION/ELEVATION WELL
 LW1185
 LW1185  HISTORY     - Date     Condition        Report By
 LW1185  HISTORY     - 1969     MONUMENTED       CGS
 LW1185
 LW1185                          STATION DESCRIPTION
 LW1185
 LW1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1185'2 MI NE FROM CLAYVILLE.
 LW1185'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1185'CLAYVILLE CHURCH AT CLAYVILLE, ABOUT 0.45 MILE NORTH OF THE
 LW1185'NORTH JUNCTION OF STATE HIGHWAY 14, ON THE SOUTH SLOPE AND ABOUT
 LW1185'100 YARDS SOUTH OF THE TOP OF A LONG HILL, SET ON THE TOP OF THE
 LW1185'NORTH END OF A ROCK LEDGE WHICH IS 18 FEET LONG AND 3 FEET HIGH,
 LW1185'20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTH OF
 LW1185'THE NORTH END OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE
 LW1185'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1280 ***********************************************************************
 LW1280  DESIGNATION -  C 26
 LW1280  PID         -  LW1280
 LW1280  STATE/COUNTY-  RI/PROVIDENCE
 LW1280  USGS QUAD   -  CLAYVILLE (1975)
 LW1280
 LW1280                         *CURRENT SURVEY CONTROL
 LW1280  ___________________________________________________________________
 LW1280* NAD 83(1986)-  41 49 18.     (N)    071 42 10.     (W)     SCALED    
 LW1280* NAVD 88     -       113.795  (meters)     373.34   (feet)  ADJUSTED  
 LW1280  ___________________________________________________________________
 LW1280  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW1280  DYNAMIC HT  -         113.755 (meters)     373.21  (feet)  COMP
 LW1280  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 LW1280
 LW1280  VERT ORDER  -  SECOND    CLASS 0
 LW1280
 LW1280.The horizontal coordinates were scaled from a topographic map and have
 LW1280.an estimated accuracy of +/- 6 seconds.
 LW1280
 LW1280.The orthometric height was determined by differential leveling
 LW1280.and adjusted by the National Geodetic Survey in June 1991..
 LW1280
 LW1280.The geoid height was determined by GEOID03.
 LW1280
 LW1280.The dynamic height is computed by dividing the NAVD 88
 LW1280.geopotential number by the normal gravity value computed on the
 LW1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1280.degrees latitude (g = 980.6199 gals.).
 LW1280
 LW1280.The modeled gravity was interpolated from observed gravity values.
 LW1280
 LW1280;                    North         East    Units  Estimated Accuracy
 LW1280;SPC RI       -    82,020.       83,150.      MT  (+/- 180 meters Scaled)
 LW1280
 LW1280                          SUPERSEDED SURVEY CONTROL
 LW1280
 LW1280  NGVD 29 (??/??/92)  114.039  (m)          374.14   (f) ADJ UNCH    2 0
 LW1280
 LW1280.Superseded values are not recommended for survey control.
 LW1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1280.See file dsdata.txt to determine how the superseded data were derived.
 LW1280
 LW1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG755335(NAD 83)
 LW1280_MARKER: DB = BENCH MARK DISK
 LW1280_SETTING: 66 = SET IN ROCK OUTCROP
 LW1280_SP_SET: ROCK MOUND
 LW1280_STAMPING: C 26 1969
 LW1280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1280+STABILITY: POSITION/ELEVATION WELL
 LW1280
 LW1280  HISTORY     - Date     Condition        Report By
 LW1280  HISTORY     - 1969     MONUMENTED       CGS
 LW1280  HISTORY     - 1988     GOOD             USPSQD
 LW1280
 LW1280                          STATION DESCRIPTION
 LW1280
 LW1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1280'1.7 MI E FROM SIMMONS CORNER.
 LW1280'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1280'OF STATE HIGHWAY 94 AT SIMMONS CORNER, ABOUT 0.1 MILE WEST OF THE
 LW1280'JUNCTION OF A BLACK TOPPED ROAD LEADING NORTHWEST, ABOUT 0.1 MILE
 LW1280'EAST OF THE INTERSECTION OF RAMS TAIL ROAD, ABOUT 100 YARDS
 LW1280'EAST OF THE NORTHEAST CORNER OF THE HOPKINS MILL CEMETERY, SET IN
 LW1280'THE TOP OF A 5 FEET LONG, 1 FOOT WIDE AND IS PART OF A LARGE
 LW1280'MOUND OF ROCKS, 31.7 FEET SOUTH OF THE CENTER LINE OF THE
 LW1280'EASTBOUND LANE OF THE HIGHWAY, 72 FEET SOUTHEAST OF POWER LINE
 LW1280'POLE 32 AND ABOUT LEVEL WITH THE HIGHWAY.
 LW1280
 LW1280                          STATION RECOVERY (1988)
 LW1280
 LW1280'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0547 ***********************************************************************
 LW0547  DESIGNATION -  C 27
 LW0547  PID         -  LW0547
 LW0547  STATE/COUNTY-  RI/PROVIDENCE
 LW0547  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW0547
 LW0547                         *CURRENT SURVEY CONTROL
 LW0547  ___________________________________________________________________
 LW0547* NAD 83(1986)-  41 46 23.     (N)    071 19 27.     (W)     SCALED    
 LW0547* NAVD 88     -         1.633  (meters)       5.36   (feet)  ADJUSTED  
 LW0547  ___________________________________________________________________
 LW0547  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW0547  DYNAMIC HT  -           1.632 (meters)       5.35  (feet)  COMP
 LW0547  MODELED GRAV-     980,315.3   (mgal)                       NAVD 88
 LW0547
 LW0547  VERT ORDER  -  SECOND    CLASS 0
 LW0547
 LW0547.The horizontal coordinates were scaled from a topographic map and have
 LW0547.an estimated accuracy of +/- 6 seconds.
 LW0547
 LW0547.The orthometric height was determined by differential leveling
 LW0547.and adjusted by the National Geodetic Survey in June 1991..
 LW0547
 LW0547.The geoid height was determined by GEOID03.
 LW0547
 LW0547.The dynamic height is computed by dividing the NAVD 88
 LW0547.geopotential number by the normal gravity value computed on the
 LW0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0547.degrees latitude (g = 980.6199 gals.).
 LW0547
 LW0547.The modeled gravity was interpolated from observed gravity values.
 LW0547
 LW0547;                    North         East    Units  Estimated Accuracy
 LW0547;SPC RI       -    76,620.      114,620.      MT  (+/- 180 meters Scaled)
 LW0547
 LW0547                          SUPERSEDED SURVEY CONTROL
 LW0547
 LW0547  NGVD 29 (??/??/92)    1.887  (m)            6.19   (f) ADJ UNCH    2 0
 LW0547
 LW0547.Superseded values are not recommended for survey control.
 LW0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0547.See file dsdata.txt to determine how the superseded data were derived.
 LW0547
 LW0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG068271(NAD 83)
 LW0547_MARKER: DB = BENCH MARK DISK
 LW0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0547_SP_SET: RADIO TOWER PIER
 LW0547_STAMPING: C 27 1969
 LW0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0547+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004
 LW0547
 LW0547  HISTORY     - Date     Condition        Report By
 LW0547  HISTORY     - 1969     MONUMENTED       CGS
 LW0547  HISTORY     - 20040427 GOOD             EPDPW
 LW0547
 LW0547                          STATION DESCRIPTION
 LW0547
 LW0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0547'3 MI N FROM BARRINGTON.
 LW0547'ABOUT 2.85 MILES NORTH ALONG STATE HIGHWAY 114 AND 103 FROM THE
 LW0547'POST OFFICE AT BARRINGTON, THENCE 0.1 MILE EAST ALONG A DRIVEWAY
 LW0547'AND A BOARDWALK, SET VERTICALLY IN THE CENTER OF THE WEST SIDE
 LW0547'OF THE SOUTHWEST CONCRETE PIER SUPPORTING THE WEST ONE OF TWO
 LW0547'400-FOOT HIGH RADIO TOWERS FOR STATION WPRO, AND 3 1/2 FEET ABOVE
 LW0547'THE LEVEL OF THE GROUND.
 LW0547
 LW0547                          STATION RECOVERY (2004)
 LW0547
 LW0547'RECOVERY NOTE BY   2004
 LW0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0574 ***********************************************************************
 LW0574  DESIGNATION -  C 28
 LW0574  PID         -  LW0574
 LW0574  STATE/COUNTY-  RI/NEWPORT
 LW0574  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0574
 LW0574                         *CURRENT SURVEY CONTROL
 LW0574  ___________________________________________________________________
 LW0574* NAD 83(1986)-  41 37 04.     (N)    071 15 27.     (W)     SCALED    
 LW0574* NAVD 88     -        35.320  (meters)     115.88   (feet)  ADJUSTED  
 LW0574  ___________________________________________________________________
 LW0574  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW0574  DYNAMIC HT  -          35.309 (meters)     115.84  (feet)  COMP
 LW0574  MODELED GRAV-     980,299.0   (mgal)                       NAVD 88
 LW0574
 LW0574  VERT ORDER  -  SECOND    CLASS 0
 LW0574
 LW0574.The horizontal coordinates were scaled from a topographic map and have
 LW0574.an estimated accuracy of +/- 6 seconds.
 LW0574
 LW0574.The orthometric height was determined by differential leveling
 LW0574.and adjusted by the National Geodetic Survey in June 1991..
 LW0574
 LW0574.The geoid height was determined by GEOID03.
 LW0574
 LW0574.The dynamic height is computed by dividing the NAVD 88
 LW0574.geopotential number by the normal gravity value computed on the
 LW0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0574.degrees latitude (g = 980.6199 gals.).
 LW0574
 LW0574.The modeled gravity was interpolated from observed gravity values.
 LW0574
 LW0574;                    North         East    Units  Estimated Accuracy
 LW0574;SPC RI       -    59,380.      120,210.      MT  (+/- 180 meters Scaled)
 LW0574
 LW0574                          SUPERSEDED SURVEY CONTROL
 LW0574
 LW0574  NGVD 29 (??/??/92)   35.581  (m)          116.74   (f) ADJ UNCH    2 0
 LW0574
 LW0574.Superseded values are not recommended for survey control.
 LW0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0574.See file dsdata.txt to determine how the superseded data were derived.
 LW0574
 LW0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG119098(NAD 83)
 LW0574_MARKER: DB = BENCH MARK DISK
 LW0574_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0574_SP_SET: BUILDING
 LW0574_STAMPING: C 28 1969
 LW0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0574
 LW0574  HISTORY     - Date     Condition        Report By
 LW0574  HISTORY     - 1969     MONUMENTED       CGS
 LW0574
 LW0574                          STATION DESCRIPTION
 LW0574
 LW0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0574'1 MI S FROM PORTSMOUTH.
 LW0574'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 114 FROM THE SOUTH
 LW0574'END OF THE LARGE MOUNT HOPE BRIDGE OVER MOUNT HOPE BAY, NEAR
 LW0574'THE JUNCTION OF THE HIGHWAY AND BROWNELL LANE, SET VERTICALLY IN
 LW0574'THE SOUTH BRICK WALL AND NEAR THE SOUTHEAST CORNER OF THE ANNE
 LW0574'HUTCHISON SCHOOL BUILDING, 144 FEET WEST OF THE CENTER LINE OF
 LW0574'THE HIGHWAY, 77 FEET NORTH OF THE CENTER LINE OF BROWNELL LANE,
 LW0574'2.3 FEET ABOVE THE BLACK TOPPED AREA AROUND THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1218 ***********************************************************************
 LW1218  DESIGNATION -  C 29
 LW1218  PID         -  LW1218
 LW1218  STATE/COUNTY-  RI/PROVIDENCE
 LW1218  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1218
 LW1218                         *CURRENT SURVEY CONTROL
 LW1218  ___________________________________________________________________
 LW1218* NAD 83(1986)-  41 58 17.     (N)    071 30 50.     (W)     SCALED    
 LW1218* NAVD 88     -        92.953  (meters)     304.96   (feet)  ADJUSTED  
 LW1218  ___________________________________________________________________
 LW1218  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LW1218  DYNAMIC HT  -          92.923 (meters)     304.86  (feet)  COMP
 LW1218  MODELED GRAV-     980,303.3   (mgal)                       NAVD 88
 LW1218
 LW1218  VERT ORDER  -  SECOND    CLASS 0
 LW1218
 LW1218.The horizontal coordinates were scaled from a topographic map and have
 LW1218.an estimated accuracy of +/- 6 seconds.
 LW1218
 LW1218.The orthometric height was determined by differential leveling
 LW1218.and adjusted by the National Geodetic Survey in June 1991..
 LW1218
 LW1218.The geoid height was determined by GEOID03.
 LW1218
 LW1218.The dynamic height is computed by dividing the NAVD 88
 LW1218.geopotential number by the normal gravity value computed on the
 LW1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1218.degrees latitude (g = 980.6199 gals.).
 LW1218
 LW1218.The modeled gravity was interpolated from observed gravity values.
 LW1218
 LW1218;                    North         East    Units  Estimated Accuracy
 LW1218;SPC RI       -    98,630.       98,850.      MT  (+/- 180 meters Scaled)
 LW1218
 LW1218                          SUPERSEDED SURVEY CONTROL
 LW1218
 LW1218  NGVD 29 (??/??/92)   93.190  (m)          305.74   (f) ADJ UNCH    2 0
 LW1218
 LW1218.Superseded values are not recommended for survey control.
 LW1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1218.See file dsdata.txt to determine how the superseded data were derived.
 LW1218
 LW1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG917496(NAD 83)
 LW1218_MARKER: DB = BENCH MARK DISK
 LW1218_SETTING: 80 = SET IN A BOULDER
 LW1218_SP_SET: BOULDER
 LW1218_STAMPING: C 29 1969
 LW1218_MARK LOGO: CGS   
 LW1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1218+STABILITY: SURFACE MOTION
 LW1218
 LW1218  HISTORY     - Date     Condition        Report By
 LW1218  HISTORY     - 1969     MONUMENTED       CGS
 LW1218  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1218  HISTORY     - 19870601 GOOD             RIGS
 LW1218  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1218  HISTORY     - 19900825 MARK NOT FOUND   USPSQD
 LW1218
 LW1218                          STATION DESCRIPTION
 LW1218
 LW1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1218'4.8 MI SE FROM SLATERSVILLE.
 LW1218'ABOUT 4.85 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE
 LW1218'CENTRAL STREET OVERPASS OVER THE HIGHWAY, ABOUT 0.3 MILE
 LW1218'NORTHWEST OF THE JUNCTION OF THE SOUTHBOUND LANES OF HIGHWAY
 LW1218'146 AND 146A, ABOUT 0.85 MILE SOUTHEAST OF THE HIGHWAY OVERPASS
 LW1218'OVER STATE HIGHWAY 104, IN THE RIGHT-OF-WAY (WEST EDGE) OF THE
 LW1218'TWO LARGE OVERHEAD POWER LINE WHICH CROSSES OVER THE HIGHWAY,
 LW1218'SET IN THE TOP OF THE EAST CORNER OF A TRIANGULAR SHAPED ROCK
 LW1218'WHICH IS 10 FEET LONG-, 82 FEET SOUTHWEST OF THE CENTER LINE
 LW1218'OF THE SOUTHBOUND LANE OF THE HIGHWAY, 22 FEET EAST OF THE EAST
 LW1218'EDGE OF A HUGE MOUND OF ROCKS AND 2 1/2 FEET ABOVE THE LEVEL
 LW1218'OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED BY GOING 1.4 MILES
 LW1218'SOUTH ALONG PARK AVE. FROM THE JUNCTION OF STATE HIGHWAY 122 AT
 LW1218'WOODSOCKET, THENCE 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 146A,
 LW1218'THENCE 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 146.
 LW1218
 LW1218                          STATION RECOVERY (1987)
 LW1218
 LW1218'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1218'MARK NOT FOUND.
 LW1218
 LW1218                          STATION RECOVERY (1987)
 LW1218
 LW1218'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1218'RECOVERED IN GOOD CONDITION.
 LW1218
 LW1218                          STATION RECOVERY (1988)
 LW1218
 LW1218'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1218'MARK NOT FOUND.
 LW1218
 LW1218                          STATION RECOVERY (1990)
 LW1218
 LW1218'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0584 ***********************************************************************
 LW0584  DESIGNATION -  C 3
 LW0584  PID         -  LW0584
 LW0584  STATE/COUNTY-  RI/NEWPORT
 LW0584  USGS QUAD   -  NEWPORT (1975)
 LW0584
 LW0584                         *CURRENT SURVEY CONTROL
 LW0584  ___________________________________________________________________
 LW0584* NAD 83(1986)-  41 29 02.     (N)    071 18 07.     (W)     SCALED    
 LW0584* NAVD 88     -        22.591  (meters)      74.12   (feet)  ADJUSTED  
 LW0584  ___________________________________________________________________
 LW0584  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW0584  DYNAMIC HT  -          22.584 (meters)      74.09  (feet)  COMP
 LW0584  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 LW0584
 LW0584  VERT ORDER  -  SECOND    CLASS 0
 LW0584
 LW0584.The horizontal coordinates were scaled from a topographic map and have
 LW0584.an estimated accuracy of +/- 6 seconds.
 LW0584
 LW0584.The orthometric height was determined by differential leveling
 LW0584.and adjusted by the National Geodetic Survey in June 1991..
 LW0584.WARNING-Repeat measurements at this control monument indicate possible
 LW0584.vertical movement.
 LW0584
 LW0584.The geoid height was determined by GEOID03.
 LW0584
 LW0584.The dynamic height is computed by dividing the NAVD 88
 LW0584.geopotential number by the normal gravity value computed on the
 LW0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0584.degrees latitude (g = 980.6199 gals.).
 LW0584
 LW0584.The modeled gravity was interpolated from observed gravity values.
 LW0584
 LW0584;                    North         East    Units  Estimated Accuracy
 LW0584;SPC RI       -    44,500.      116,540.      MT  (+/- 180 meters Scaled)
 LW0584
 LW0584                          SUPERSEDED SURVEY CONTROL
 LW0584
 LW0584  NGVD 29 (??/??/92)   22.862  (m)           75.01   (f) ADJ UNCH    2 0
 LW0584
 LW0584.Superseded values are not recommended for survey control.
 LW0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0584.See file dsdata.txt to determine how the superseded data were derived.
 LW0584
 LW0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF078950(NAD 83)
 LW0584_MARKER: DB = BENCH MARK DISK
 LW0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0584_SP_SET: STONE MASONARY WALL
 LW0584_STAMPING: C 3 1943
 LW0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0584
 LW0584  HISTORY     - Date     Condition        Report By
 LW0584  HISTORY     - 1943     MONUMENTED       CGS
 LW0584  HISTORY     - 1969     GOOD             NGS
 LW0584  HISTORY     - 1987     GOOD             USPSQD
 LW0584
 LW0584                          STATION DESCRIPTION
 LW0584
 LW0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0584'0.6 MI E FROM NEWPORT.
 LW0584'0.65 MILE EAST ALONG MEMORIAL BLVD FROM THE MAIN POST OFFICE
 LW0584'AT NEWPORT, AT THE JUNCTION OF ANNANDALE ROAD LEADING SOUTH,
 LW0584'SET VERTICALLY IN THE NORTH SIDE OF A STONE MASONARY WALL, AT
 LW0584'THE NORTHWEST CORNER OF THE LAWN FOR A RESIDENCE AT HOUSE NO. 71,
 LW0584'47 FEET EAST OF THE CENTER LINE OF ANNANDALE ROAD, 11 FEET
 LW0584'SOUTH OF THE SOUTH CURB OF MEMORIAL BLVD, 3.5 FEET WEST OF THE
 LW0584'WEST SIDE OF A STONE PILLAR, 3.3 FEET ABOVE THE LEVEL OF THE
 LW0584'SIDEWALK.
 LW0584
 LW0584                          STATION RECOVERY (1987)
 LW0584
 LW0584'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2822 ***********************************************************************
 LW2822  DESIGNATION -  C 3 1943
 LW2822  PID         -  LW2822
 LW2822  STATE/COUNTY-  RI/BRISTOL
 LW2822  USGS QUAD   -  SAKONNET POINT (1970)
 LW2822
 LW2822                         *CURRENT SURVEY CONTROL
 LW2822  ___________________________________________________________________
 LW2822* NAD 83(1996)-  41 27 40.63523(N)    071 10 23.17489(W)     ADJUSTED  
 LW2822* NAVD 88     -        22.64   (+/-2cm)      74.3    (feet)  VERTCON   
 LW2822  ___________________________________________________________________
 LW2822  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW2822  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2822
 LW2822  HORZ ORDER  -  SECOND
 LW2822  VERT ORDER  -  THIRD ? (See Below)
 LW2822
 LW2822.The horizontal coordinates were established by classical geodetic methods
 LW2822.and adjusted by the National Geodetic Survey in August 1998..
 LW2822
 LW2822.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2822.The vertical order pertains to the NGVD 29 superseded value.
 LW2822
 LW2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2822
 LW2822.The geoid height was determined by GEOID03.
 LW2822
 LW2822;                    North         East     Units Scale Factor Converg.
 LW2822;SPC RI       -    42,026.608   127,310.648   MT  1.00000293   +0 12 59.2
 LW2822;SPC RI       -   137,882.30    417,685.02   sFT  1.00000293   +0 12 59.2
 LW2822;SPC MA M     -   801,287.778   227,312.022   MT  1.00004718   +0 13 10.5
 LW2822;SPC MA M     - 2,628,891.65    745,772.86   sFT  1.00004718   +0 13 10.5
 LW2822;UTM  19      - 4,592,245.795   318,513.294   MT  1.00000536   -1 26 21.2
 LW2822
 LW2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2822!SPC RI       -   1.00000113  x   1.00000293  =   1.00000406
 LW2822!SPC MA M     -   1.00000113  x   1.00004718  =   1.00004831
 LW2822!UTM  19      -   1.00000113  x   1.00000536  =   1.00000649
 LW2822
 LW2822                          SUPERSEDED SURVEY CONTROL
 LW2822
 LW2822  NAD 83(1996)-  41 27 40.63533(N)    071 10 23.17446(W) AD(       ) 2
 LW2822  NAD 83(1992)-  41 27 40.63331(N)    071 10 23.17431(W) AD(       ) 2
 LW2822  NAD 83(1992)-  41 27 40.63325(N)    071 10 23.17398(W) AD(       ) 2
 LW2822  NAD 83(1986)-  41 27 40.63371(N)    071 10 23.17187(W) AD(       ) 2
 LW2822  NAD 27      -  41 27 40.26000(N)    071 10 25.00800(W) AD(       ) 2
 LW2822  NGVD 29 (07/19/86)   22.86   (m)           75.0    (f) LEVELING    3  
 LW2822
 LW2822.Superseded values are not recommended for survey control.
 LW2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2822.See file dsdata.txt to determine how the superseded data were derived.
 LW2822
 LW2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1851392246(NAD 83)
 LW2822_MARKER: Z = SEE DESCRIPTION
 LW2822_SETTING: 0 = UNSPECIFIED SETTING
 LW2822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2822
 LW2822  HISTORY     - Date     Condition        Report By
 LW2822  HISTORY     - 1943     MONUMENTED       CGS
 LW2822
 LW2822                          STATION DESCRIPTION
 LW2822
 LW2822'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2822'THE STATION IS THE PINTLE CENTER OF THE CENTRAL ONE OF THREE
 LW2822'INSTRUMENTS IN THE W ONE OF TWO FIRE-CONTROL BUILDINGS ON WARREN
 LW2822'POINT.
 LW2822'
 LW2822'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION WARREN O.P. NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0317 ***********************************************************************
 LW0317  DESIGNATION -  C 30
 LW0317  PID         -  LW0317
 LW0317  STATE/COUNTY-  RI/PROVIDENCE
 LW0317  USGS QUAD   -  PAWTUCKET (1975)
 LW0317
 LW0317                         *CURRENT SURVEY CONTROL
 LW0317  ___________________________________________________________________
 LW0317* NAD 83(1986)-  41 53 14.     (N)    071 23 14.     (W)     SCALED    
 LW0317* NAVD 88     -        33.987  (meters)     111.51   (feet)  ADJUSTED  
 LW0317  ___________________________________________________________________
 LW0317  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LW0317  DYNAMIC HT  -          33.977 (meters)     111.47  (feet)  COMP
 LW0317  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 LW0317
 LW0317  VERT ORDER  -  SECOND    CLASS 0
 LW0317
 LW0317.The horizontal coordinates were scaled from a topographic map and have
 LW0317.an estimated accuracy of +/- 6 seconds.
 LW0317
 LW0317.The orthometric height was determined by differential leveling
 LW0317.and adjusted by the National Geodetic Survey in June 1991..
 LW0317
 LW0317.The geoid height was determined by GEOID03.
 LW0317
 LW0317.The dynamic height is computed by dividing the NAVD 88
 LW0317.geopotential number by the normal gravity value computed on the
 LW0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0317.degrees latitude (g = 980.6199 gals.).
 LW0317
 LW0317.The modeled gravity was interpolated from observed gravity values.
 LW0317
 LW0317;                    North         East    Units  Estimated Accuracy
 LW0317;SPC RI       -    89,290.      109,360.      MT  (+/- 180 meters Scaled)
 LW0317
 LW0317                          SUPERSEDED SURVEY CONTROL
 LW0317
 LW0317  NGVD 29 (??/??/92)   34.229  (m)          112.30   (f) ADJ UNCH    2 0
 LW0317
 LW0317.Superseded values are not recommended for survey control.
 LW0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0317.See file dsdata.txt to determine how the superseded data were derived.
 LW0317
 LW0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG019400(NAD 83)
 LW0317_MARKER: DB = BENCH MARK DISK
 LW0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0317_SP_SET: GRANITE POST
 LW0317_STAMPING: C 30 1969
 LW0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0317+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW0317
 LW0317  HISTORY     - Date     Condition        Report By
 LW0317  HISTORY     - 1969     MONUMENTED       CGS
 LW0317  HISTORY     - 1985     GOOD             LOCSUR
 LW0317  HISTORY     - 1985     GOOD             LOCSUR
 LW0317  HISTORY     - 19970311 GOOD             USPSQD
 LW0317  HISTORY     - 20040816 GOOD             GEOCAC
 LW0317
 LW0317                          STATION DESCRIPTION
 LW0317
 LW0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0317'AT CENTRAL FALLS.
 LW0317'AT CENTRAL FALLS, AT THE NORTHWEST CORNER OF THE JUNCTION OF
 LW0317'BROAD STREET AND SUMMIT STREET, 30 FEET NORTH OF THE NORTH END
 LW0317'OF THE STEP LEADING TO THE BROAD STREET ENTRANCE TO THE CITY
 LW0317'HALL, AT THE SOUTHEAST CORNER OF JENKINS PARK, SET IN THE TOP
 LW0317'OF A 2-FOOT GRANITE POST ON THE SOUTH SIDE (SOUTH ONE OF TWO
 LW0317'POST) OF THE SIDEWALK LEADING WEST THROUGH THE PARK, 10 FEET WEST
 LW0317'OF THE WEST CURB OF BROAD STREET, 3 FEET ABOVE THE LEVEL OF THE
 LW0317'STREET AND PROJECTING 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 LW0317
 LW0317                          STATION RECOVERY (1985)
 LW0317
 LW0317'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0317'RECOVERED IN GOOD CONDITION.
 LW0317
 LW0317                          STATION RECOVERY (1985)
 LW0317
 LW0317'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0317'RECOVERED IN GOOD CONDITION.
 LW0317
 LW0317                          STATION RECOVERY (1997)
 LW0317
 LW0317'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW0317'RECOVERED IN GOOD CONDITION.
 LW0317
 LW0317                          STATION RECOVERY (2004)
 LW0317
 LW0317'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0332 ***********************************************************************
 LW0332  DESIGNATION -  C 31
 LW0332  PID         -  LW0332
 LW0332  STATE/COUNTY-  RI/PROVIDENCE
 LW0332  USGS QUAD   -  PROVIDENCE (1975)
 LW0332
 LW0332                         *CURRENT SURVEY CONTROL
 LW0332  ___________________________________________________________________
 LW0332* NAD 83(1986)-  41 49 55.     (N)    071 25 02.     (W)     SCALED    
 LW0332* NAVD 88     -        19.561  (meters)      64.18   (feet)  ADJUSTED  
 LW0332  ___________________________________________________________________
 LW0332  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW0332  DYNAMIC HT  -          19.555 (meters)      64.16  (feet)  COMP
 LW0332  MODELED GRAV-     980,319.7   (mgal)                       NAVD 88
 LW0332
 LW0332  VERT ORDER  -  SECOND    CLASS 0
 LW0332
 LW0332.The horizontal coordinates were scaled from a topographic map and have
 LW0332.an estimated accuracy of +/- 6 seconds.
 LW0332
 LW0332.The orthometric height was determined by differential leveling
 LW0332.and adjusted by the National Geodetic Survey in June 1991..
 LW0332
 LW0332.The geoid height was determined by GEOID03.
 LW0332
 LW0332.The dynamic height is computed by dividing the NAVD 88
 LW0332.geopotential number by the normal gravity value computed on the
 LW0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0332.degrees latitude (g = 980.6199 gals.).
 LW0332
 LW0332.The modeled gravity was interpolated from observed gravity values.
 LW0332
 LW0332;                    North         East    Units  Estimated Accuracy
 LW0332;SPC RI       -    83,150.      106,880.      MT  (+/- 180 meters Scaled)
 LW0332
 LW0332                          SUPERSEDED SURVEY CONTROL
 LW0332
 LW0332  NGVD 29 (??/??/92)   19.806  (m)           64.98   (f) ADJ UNCH    2 0
 LW0332
 LW0332.Superseded values are not recommended for survey control.
 LW0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0332.See file dsdata.txt to determine how the superseded data were derived.
 LW0332
 LW0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG992339(NAD 83)
 LW0332_MARKER: DB = BENCH MARK DISK
 LW0332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0332_SP_SET: ABUTMENT
 LW0332_STAMPING: C 31 1969
 LW0332_MARK LOGO: CGS   
 LW0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0332
 LW0332  HISTORY     - Date     Condition        Report By
 LW0332  HISTORY     - 1969     MONUMENTED       CGS
 LW0332  HISTORY     - 1985     GOOD             RIGS
 LW0332
 LW0332                          STATION DESCRIPTION
 LW0332
 LW0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0332'AT PROVIDENCE.
 LW0332'AT PROVIDENCE, SET VERTICALLY IN THE NORTHEAST END OF THE
 LW0332'SOUTHEAST ABUTMENT TO THE SMITH STREET (U.S. HIGHWAY 44) OVERPASS
 LW0332'OVER INTERSTATE HIGHWAY 95, 7 FEET SOUTHEAST OF THE SOUTHEAST
 LW0332'CURB OF THE NORTHBOUND LANE OF THE HIGHWAY, 2 1/2 FEET ABOVE THE
 LW0332'LEVEL OF THE GROUND AND 3 1/2 FEET ABOVE THE LEVEL OF THE
 LW0332'HIGHWAY.
 LW0332
 LW0332                          STATION RECOVERY (1985)
 LW0332
 LW0332'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0481 ***********************************************************************
 LW0481  DESIGNATION -  C 32
 LW0481  PID         -  LW0481
 LW0481  STATE/COUNTY-  RI/WASHINGTON
 LW0481  USGS QUAD   -  WICKFORD (1995)
 LW0481
 LW0481                         *CURRENT SURVEY CONTROL
 LW0481  ___________________________________________________________________
 LW0481* NAD 83(1986)-  41 31 40.     (N)    071 26 22.     (W)     SCALED    
 LW0481* NAVD 88     -        22.901  (meters)      75.13   (feet)  ADJUSTED  
 LW0481  ___________________________________________________________________
 LW0481  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW0481  DYNAMIC HT  -          22.893 (meters)      75.11  (feet)  COMP
 LW0481  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 LW0481
 LW0481  VERT ORDER  -  SECOND    CLASS 0
 LW0481
 LW0481.The horizontal coordinates were scaled from a topographic map and have
 LW0481.an estimated accuracy of +/- 6 seconds.
 LW0481
 LW0481.The orthometric height was determined by differential leveling
 LW0481.and adjusted by the National Geodetic Survey in June 1991..
 LW0481
 LW0481.The geoid height was determined by GEOID03.
 LW0481
 LW0481.The dynamic height is computed by dividing the NAVD 88
 LW0481.geopotential number by the normal gravity value computed on the
 LW0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0481.degrees latitude (g = 980.6199 gals.).
 LW0481
 LW0481.The modeled gravity was interpolated from observed gravity values.
 LW0481
 LW0481;                    North         East    Units  Estimated Accuracy
 LW0481;SPC RI       -    49,360.      105,050.      MT  (+/- 180 meters Scaled)
 LW0481
 LW0481                          SUPERSEDED SURVEY CONTROL
 LW0481
 LW0481  NGVD 29 (??/??/92)   23.176  (m)           76.04   (f) ADJ UNCH    2 0
 LW0481
 LW0481.Superseded values are not recommended for survey control.
 LW0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0481.See file dsdata.txt to determine how the superseded data were derived.
 LW0481
 LW0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG964002(NAD 83)
 LW0481_MARKER: DB = BENCH MARK DISK
 LW0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0481_SP_SET: ABUTMENT
 LW0481_STAMPING: C 32 1969
 LW0481_MARK LOGO: CGS   
 LW0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0481
 LW0481  HISTORY     - Date     Condition        Report By
 LW0481  HISTORY     - 1969     MONUMENTED       CGS
 LW0481  HISTORY     - 1988     GOOD             USPSQD
 LW0481  HISTORY     - 19880630 GOOD             RIGS
 LW0481  HISTORY     - 19950729 GOOD             USPSQD
 LW0481
 LW0481                          STATION DESCRIPTION
 LW0481
 LW0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0481'1.4 MI W FROM JAMESTOWN.
 LW0481'ABOUT 1.35 MILES WEST ALONG STATE HIGHWAY 138 FROM THE WEST END
 LW0481'OF THE LARGE JAMESTOWN BRIDGE OVER WEST NARRAGANSETT BAY PASSAGE,
 LW0481'0.7 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY 1A, SET ON
 LW0481'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT
 LW0481'OF THE OVERPASS OVER THE GILBERT STUART ROAD, 27 FEET SOUTHWEST
 LW0481'OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL
 LW0481'OF THE HIGHWAY.
 LW0481
 LW0481                          STATION RECOVERY (1988)
 LW0481
 LW0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0481'RECOVERED IN GOOD CONDITION.
 LW0481
 LW0481                          STATION RECOVERY (1988)
 LW0481
 LW0481'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW0481'RECOVERED IN GOOD CONDITION.
 LW0481
 LW0481                          STATION RECOVERY (1995)
 LW0481
 LW0481'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0425 ***********************************************************************
 LW0425  DESIGNATION -  C 33
 LW0425  PID         -  LW0425
 LW0425  STATE/COUNTY-  RI/PROVIDENCE
 LW0425  USGS QUAD   -  PAWTUCKET (1975)
 LW0425
 LW0425                         *CURRENT SURVEY CONTROL
 LW0425  ___________________________________________________________________
 LW0425* NAD 83(1986)-  41 56 56.     (N)    071 25 37.     (W)     SCALED    
 LW0425* NAVD 88     -        54.715  (meters)     179.51   (feet)  ADJUSTED  
 LW0425  ___________________________________________________________________
 LW0425  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LW0425  DYNAMIC HT  -          54.698 (meters)     179.46  (feet)  COMP
 LW0425  MODELED GRAV-     980,321.1   (mgal)                       NAVD 88
 LW0425
 LW0425  VERT ORDER  -  SECOND    CLASS 0
 LW0425
 LW0425.The horizontal coordinates were scaled from a topographic map and have
 LW0425.an estimated accuracy of +/- 6 seconds.
 LW0425
 LW0425.The orthometric height was determined by differential leveling
 LW0425.and adjusted by the National Geodetic Survey in June 1991..
 LW0425
 LW0425.The geoid height was determined by GEOID03.
 LW0425
 LW0425.The dynamic height is computed by dividing the NAVD 88
 LW0425.geopotential number by the normal gravity value computed on the
 LW0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0425.degrees latitude (g = 980.6199 gals.).
 LW0425
 LW0425.The modeled gravity was interpolated from observed gravity values.
 LW0425
 LW0425;                    North         East    Units  Estimated Accuracy
 LW0425;SPC RI       -    96,130.      106,060.      MT  (+/- 180 meters Scaled)
 LW0425
 LW0425                          SUPERSEDED SURVEY CONTROL
 LW0425
 LW0425  NGVD 29 (??/??/92)   54.954  (m)          180.29   (f) ADJ UNCH    2 0
 LW0425
 LW0425.Superseded values are not recommended for survey control.
 LW0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0425.See file dsdata.txt to determine how the superseded data were derived.
 LW0425
 LW0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG988469(NAD 83)
 LW0425_MARKER: DB = BENCH MARK DISK
 LW0425_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW0425_SP_SET: GUARD RAIL
 LW0425_STAMPING: C 33 1969
 LW0425_MARK LOGO: CGS   
 LW0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0425
 LW0425  HISTORY     - Date     Condition        Report By
 LW0425  HISTORY     - 1969     MONUMENTED       CGS
 LW0425  HISTORY     - 1985     GOOD             RIGS
 LW0425
 LW0425                          STATION DESCRIPTION
 LW0425
 LW0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0425'10.7 MI NE FROM PROVIDENCE.
 LW0425'ABOUT 8.0 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY 146
 LW0425'FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET AT
 LW0425'PROVIDENCE, THENCE 2.7 MILES EAST ALONG INTERSTATE HIGHWAY 295,
 LW0425'ABOUT 0.55 MILE EAST OF THE STATE HIGHWAY 122 OVERPASS OVER
 LW0425'I 295, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE GUARD
 LW0425'RAIL BASE OF THE EASTBOUND LANE OF I 295 OVERPASS OVER SCOTT
 LW0425'STREET, 30 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE
 LW0425'OF THE HIGHWAY, 18 FEET EAST OF THE WEST END OF THE GUARD RAIL
 LW0425'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0425
 LW0425                          STATION RECOVERY (1985)
 LW0425
 LW0425'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0475 ***********************************************************************
 LW0475  DESIGNATION -  C 34
 LW0475  PID         -  LW0475
 LW0475  STATE/COUNTY-  RI/NEWPORT
 LW0475  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0475
 LW0475                         *CURRENT SURVEY CONTROL
 LW0475  ___________________________________________________________________
 LW0475* NAD 83(1986)-  41 31 36.     (N)    071 21 55.     (W)     SCALED    
 LW0475* NAVD 88     -        23.481  (meters)      77.04   (feet)  ADJUSTED  
 LW0475  ___________________________________________________________________
 LW0475  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW0475  DYNAMIC HT  -          23.473 (meters)      77.01  (feet)  COMP
 LW0475  MODELED GRAV-     980,295.4   (mgal)                       NAVD 88
 LW0475
 LW0475  VERT ORDER  -  SECOND    CLASS 0
 LW0475
 LW0475.The horizontal coordinates were scaled from a topographic map and have
 LW0475.an estimated accuracy of +/- 6 seconds.
 LW0475
 LW0475.The orthometric height was determined by differential leveling
 LW0475.and adjusted by the National Geodetic Survey in June 1991..
 LW0475
 LW0475.The geoid height was determined by GEOID03.
 LW0475
 LW0475.The dynamic height is computed by dividing the NAVD 88
 LW0475.geopotential number by the normal gravity value computed on the
 LW0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0475.degrees latitude (g = 980.6199 gals.).
 LW0475
 LW0475.The modeled gravity was interpolated from observed gravity values.
 LW0475
 LW0475;                    North         East    Units  Estimated Accuracy
 LW0475;SPC RI       -    49,250.      111,240.      MT  (+/- 180 meters Scaled)
 LW0475
 LW0475                          SUPERSEDED SURVEY CONTROL
 LW0475
 LW0475  NGVD 29 (??/??/92)   23.755  (m)           77.94   (f) ADJ UNCH    2 0
 LW0475
 LW0475.Superseded values are not recommended for survey control.
 LW0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0475.See file dsdata.txt to determine how the superseded data were derived.
 LW0475
 LW0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF026999(NAD 83)
 LW0475_MARKER: DB = BENCH MARK DISK
 LW0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0475_STAMPING: C 34 1969
 LW0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0475+STABILITY: SURFACE MOTION
 LW0475
 LW0475  HISTORY     - Date     Condition        Report By
 LW0475  HISTORY     - 1969     MONUMENTED       CGS
 LW0475  HISTORY     - 1988     GOOD             USPSQD
 LW0475
 LW0475                          STATION DESCRIPTION
 LW0475
 LW0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0475'1.3 MI E FROM JAMESTOWN.
 LW0475'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 138 FROM THE EAST END
 LW0475'OF THE LARGE JAMESTOWN BRIDGE OVER WEST NARRAGANSETT BAY PASSAGE,
 LW0475'AT THE JUNCTION OF THE HIGHWAY AND EAST SHORE ROAD LEADING NORTH,
 LW0475'1.1 MILE NORTH OF THE TOLL BOOTH OF THE LARGE NEWPORT BRIDGE
 LW0475'OVER NARRAGANSETT BAY, (OPENED TO THE PUBLIC IN 1969), 54 1/2
 LW0475'FEET WEST OF THE CENTER LINE OF EAST SHORE ROAD, 35 FEET NORTH
 LW0475'OF THE CENTER LINE OF STATE HIGHWAY 138, 2 1/2 FEET EAST OF
 LW0475'POWER LINE POLE NO. 1, 2 FEET SOUTH OF A METAL WITNESS POST,
 LW0475'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 LW0475'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0475
 LW0475                          STATION RECOVERY (1988)
 LW0475
 LW0475'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0107 ***********************************************************************
 LW0107  DESIGNATION -  C 9
 LW0107  PID         -  LW0107
 LW0107  STATE/COUNTY-  RI/WASHINGTON
 LW0107  USGS QUAD   -  EAST GREENWICH (1975)
 LW0107
 LW0107                         *CURRENT SURVEY CONTROL
 LW0107  ___________________________________________________________________
 LW0107* NAD 83(1986)-  41 38 05.     (N)    071 25 30.     (W)     SCALED    
 LW0107* NAVD 88     -         8.433  (meters)      27.67   (feet)  ADJUSTED  
 LW0107  ___________________________________________________________________
 LW0107  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW0107  DYNAMIC HT  -           8.430 (meters)      27.66  (feet)  COMP
 LW0107  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 LW0107
 LW0107  VERT ORDER  -  FIRST     CLASS I
 LW0107
 LW0107.The horizontal coordinates were scaled from a topographic map and have
 LW0107.an estimated accuracy of +/- 6 seconds.
 LW0107
 LW0107.The orthometric height was determined by differential leveling
 LW0107.and adjusted by the National Geodetic Survey in June 1991..
 LW0107
 LW0107.The geoid height was determined by GEOID03.
 LW0107
 LW0107.The dynamic height is computed by dividing the NAVD 88
 LW0107.geopotential number by the normal gravity value computed on the
 LW0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0107.degrees latitude (g = 980.6199 gals.).
 LW0107
 LW0107.The modeled gravity was interpolated from observed gravity values.
 LW0107
 LW0107;                    North         East    Units  Estimated Accuracy
 LW0107;SPC RI       -    61,240.      106,250.      MT  (+/- 180 meters Scaled)
 LW0107
 LW0107                          SUPERSEDED SURVEY CONTROL
 LW0107
 LW0107  NGVD 29 (??/??/92)    8.695  (m)           28.53   (f) ADJ UNCH    1 1
 LW0107
 LW0107.Superseded values are not recommended for survey control.
 LW0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0107.See file dsdata.txt to determine how the superseded data were derived.
 LW0107
 LW0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG980120(NAD 83)
 LW0107_MARKER: DB = BENCH MARK DISK
 LW0107_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0107_SP_SET: UNSPECIFIED ROCK
 LW0107_STAMPING: C 9 1958
 LW0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0107
 LW0107  HISTORY     - Date     Condition        Report By
 LW0107  HISTORY     - 1958     MONUMENTED       CGS
 LW0107  HISTORY     - 1965     GOOD             NGS
 LW0107  HISTORY     - 1981     POOR             LOCSUR
 LW0107
 LW0107                          STATION DESCRIPTION
 LW0107
 LW0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0107'3.2 MI SE FROM EAST GREENWICH.
 LW0107'1.1 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LW0107'EAST GREENWICH, THENCE 1.6 MILES SOUTHEAST ALONG FORGE ROAD,
 LW0107'THENCE 0.3 MILE NORTHEAST ALONG NORTH QUIDNESSETT ROAD, THENCE
 LW0107'0.25 MILE SOUTHEAST ALONG FLETCHERS ROAD, 123 FEET NORTH OF THE
 LW0107'CENTER OF THE JUNCTION OF FLETCHERS ROAD AND A GRAVELED ROAD
 LW0107'LEADING WEST, SET IN THE TOP OF A ROCK WHICH IS 7 FEET LONG
 LW0107'AND 1 1/2 FEET WIDE, 19 FEET WEST OF THE CENTER LINE OF FLETCHERS
 LW0107'ROAD, 3 FEET NORTHEAST OF A 30-INCH OAK TREE AND 1 FOOT ABOVE
 LW0107'THE LEVEL OF THE ROAD.
 LW0107
 LW0107                          STATION RECOVERY (1981)
 LW0107
 LW0107'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LW0107'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2532 ***********************************************************************
 LW2532  DESIGNATION -  CALF 1912
 LW2532  PID         -  LW2532
 LW2532  STATE/COUNTY-  RI/WASHINGTON
 LW2532  USGS QUAD   -  EAST GREENWICH (1975)
 LW2532
 LW2532                         *CURRENT SURVEY CONTROL
 LW2532  ___________________________________________________________________
 LW2532* NAD 83(1996)-  41 37 32.43155(N)    071 24 11.86124(W)     ADJUSTED  
 LW2532* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2532  ___________________________________________________________________
 LW2532  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 LW2532  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW2532
 LW2532  HORZ ORDER  -  THIRD
 LW2532
 LW2532.The horizontal coordinates were established by classical geodetic methods
 LW2532.and adjusted by the National Geodetic Survey in August 1998..
 LW2532
 LW2532.The orthometric height was scaled from a topographic map.
 LW2532
 LW2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2532
 LW2532.The geoid height was determined by GEOID03.
 LW2532
 LW2532;                    North         East     Units Scale Factor Converg.
 LW2532;SPC RI       -    60,237.071   108,058.835   MT  0.99999455   +0 03 51.3
 LW2532;SPC RI       -   197,627.79    354,523.03   sFT  0.99999455   +0 03 51.3
 LW2532;UTM  19      - 4,611,006.746   299,795.626   MT  1.00009327   -1 35 49.0
 LW2532
 LW2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2532!SPC RI       -   1.00000474  x   0.99999455  =   0.99999929
 LW2532!UTM  19      -   1.00000474  x   1.00009327  =   1.00009801
 LW2532
 LW2532:                Primary Azimuth Mark                     Grid Az
 LW2532:SPC RI       -  EAST PROVIDENCE MUNICIPAL TANK           010 36 43.4
 LW2532:UTM  19      -  EAST PROVIDENCE MUNICIPAL TANK           012 16 23.7
 LW2532
 LW2532|---------------------------------------------------------------------|
 LW2532| PID    Reference Object                     Distance      Geod. Az  |
 LW2532|                                                           dddmmss.s |
 LW2532| LW2638 EAST PROVIDENCE MUNICIPAL TANK      APPROX.20.1 KM 0104034.7 |
 LW2532| LW2535 SPINDLE ROCK BEACON                 APPROX. 3.6 KM 0140027.4 |
 LW2532| LW2557 WARWICK NECK SEM WATER TOWER        APPROX. 6.8 KM 0182133.1 |
 LW2532| LW2322 ROCKY POINT OBSERVATORY             APPROX. 7.6 KM 0233007.1 |
 LW2532| LW2561 WARWICK LIGHTHOUSE                  APPROX. 5.0 KM 0242731.0 |
 LW2532| LW2328 PATIENCE ISLAND WATER TOWER         APPROX. 5.1 KM 0462008.0 |
 LW2532| LW2331 BRISTOL WHITE METH CH SPIRE         APPROX.11.8 KM 0644656.7 |
 LW2532| LW2332 BRISTOL SQUARE STONE CH TOWER       APPROX.12.1 KM 0651235.3 |
 LW2532| LW2345 PINE HILL 1843                      APPROX. 5.1 KM 0801802.6 |
 LW2532| LW2555 BUTTONWOOD WATER TOWER              APPROX. 6.6 KM 3533601.1 |
 LW2532|---------------------------------------------------------------------|
 LW2532
 LW2532                          SUPERSEDED SURVEY CONTROL
 LW2532
 LW2532  NAD 83(1996)-  41 37 32.43113(N)    071 24 11.86100(W) AD(       ) 3
 LW2532  NAD 83(1992)-  41 37 32.42997(N)    071 24 11.86035(W) AD(       ) 3
 LW2532  NAD 83(1992)-  41 37 32.42944(N)    071 24 11.86030(W) AD(       ) 3
 LW2532  NAD 83(1986)-  41 37 32.42957(N)    071 24 11.85937(W) AD(       ) 3
 LW2532  NAD 27      -  41 37 32.05500(N)    071 24 13.68000(W) AD(       ) 3
 LW2532
 LW2532.Superseded values are not recommended for survey control.
 LW2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2532.See file dsdata.txt to determine how the superseded data were derived.
 LW2532
 LW2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9979611007(NAD 83)
 LW2532_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2532_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW2532_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW2532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2532
 LW2532  HISTORY     - Date     Condition        Report By
 LW2532  HISTORY     - 1912     MONUMENTED       CGS
 LW2532  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2532  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2532
 LW2532                          STATION DESCRIPTION
 LW2532
 LW2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (IW)
 LW2532'ON THE W SIDE OF NARRAGANSETT BAY, ON CALF PASTURE POINT NEAR THE
 LW2532'ENTRANCE TO ALLENS HARBOR.  THE STATION IS ON A SAND RIDGE 20
 LW2532'METERS FROM HIGH-WATER LINE AND IS MARKED BY A STANDARD BRONZE
 LW2532'DISK SET IN CONCRETE IN THE TOP OF A TILE, AS DESCRIBED IN NOTE
 LW2532'6B.  A STANDARD REFERENCE DISK, BRONZE DISK SET IN CONCRETE IN
 LW2532'THE TOP OF A TILE, AS DESCRIBED IN NOTE 13B, IS 12.27 METERS
 LW2532'(40.26 FEET) WNW FROM THE STATION.  THE 1863 STATION, CALF
 LW2532'PASTURE POINT, NOW CONSIDERED AS LOST, WAS ABOUT 280 METERS
 LW2532'TO THE NORTHWARD OF THIS STATION.
 LW2532
 LW2532                          STATION RECOVERY (1934)
 LW2532
 LW2532'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2532'COULD NOT FIND ANY TRACE OF STATION OR REFERENCE MARKS.
 LW2532
 LW2532                          STATION RECOVERY (1935)
 LW2532
 LW2532'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2532'THE DESCRIPTION IS INADEQUATE.
 LW2532'
 LW2532'THE ENGINEER FOR THE RHODE ISLAND COMMISSION OF SHELL FISHERIES
 LW2532'STATES THAT HE TRIED TO FIND THIS STATION AND BEING UNABLE TO DO
 LW2532'SO, ESTABLISHED A NEW ONE, MARKING IT WITH A STANDARD R.I.C.S.F.
 LW2532'DISK SET IN THE TOP OF A LONG PIPE DRIVEN INTO THE SAND.  I WAS
 LW2532'UNABLE TO FIND THE STATES MARK IN THE WINTER, BUT IN THE SPRING,
 LW2532'I DID FIND A PIPE WHICH I HAVE REASON TO BELIEVE WAS THE ONE
 LW2532'PLACED BY THE STATE, BUT THE DISK AND TOP OF PIPE HAD BEEN
 LW2532'BROKEN OFF.  USING THIS POINT AND THE COORDINATES FURNISHED ME
 LW2532'BY THE STATES ENGINEER, I LOCATED THE POINT WHERE STATION
 LW2532'CALF SHOULD BE, BUT THERE IS NOT SIGN OF THE STATION MARK TODAY.
 LW2532'
 LW2532'I WAS ALSO UNABLE TO LOCATE THE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2503 ***********************************************************************
 LW2503  DESIGNATION -  CAMP ENDICOTT ELEVATED TANK
 LW2503  PID         -  LW2503
 LW2503  STATE/COUNTY-  RI/WASHINGTON
 LW2503  USGS QUAD   -  WICKFORD (1995)
 LW2503
 LW2503                         *CURRENT SURVEY CONTROL
 LW2503  ___________________________________________________________________
 LW2503* NAD 83(1996)-  41 36 53.74983(N)    071 25 06.07863(W)     ADJUSTED  
 LW2503* NAVD 88     -                                                        
 LW2503  ___________________________________________________________________
 LW2503  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 LW2503  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW2503
 LW2503  HORZ ORDER  -  THIRD
 LW2503
 LW2503.The horizontal coordinates were established by classical geodetic methods
 LW2503.and adjusted by the National Geodetic Survey in August 1998..
 LW2503
 LW2503
 LW2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2503
 LW2503.The geoid height was determined by GEOID03.
 LW2503
 LW2503;                    North         East     Units Scale Factor Converg.
 LW2503;SPC RI       -    59,042.386   106,804.922   MT  0.99999432   +0 03 15.2
 LW2503;SPC RI       -   193,708.23    350,409.15   sFT  0.99999432   +0 03 15.2
 LW2503;UTM  19      - 4,609,848.791   298,507.479   MT  1.00009964   -1 36 23.8
 LW2503
 LW2503                          SUPERSEDED SURVEY CONTROL
 LW2503
 LW2503  NAD 83(1996)-  41 36 53.74926(N)    071 25 06.07827(W) AD(       ) 4
 LW2503  NAD 83(1992)-  41 36 53.74831(N)    071 25 06.07778(W) AD(       ) 4
 LW2503  NAD 83(1992)-  41 36 53.74778(N)    071 25 06.07771(W) AD(       ) 4
 LW2503  NAD 83(1986)-  41 36 53.74788(N)    071 25 06.07664(W) AD(       ) 4
 LW2503  NAD 27      -  41 36 53.38293(N)    071 25 07.87387(W) AD(       ) 3
 LW2503
 LW2503.Superseded values are not recommended for survey control.
 LW2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2503.See file dsdata.txt to determine how the superseded data were derived.
 LW2503
 LW2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9850709849(NAD 83)
 LW2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2503+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 LW2503
 LW2503  HISTORY     - Date     Condition        Report By
 LW2503  HISTORY     - 1944     MONUMENTED       CGS
 LW2503  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2503  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2503  HISTORY     - 19941001 GOOD             USPSQD
 LW2503  HISTORY     - 19980108 GOOD             USPSQD
 LW2503  HISTORY     - 20000223 GOOD             USPSQD
 LW2503  HISTORY     - 20050102 MARK NOT FOUND   USPSQD
 LW2503
 LW2503                          STATION DESCRIPTION
 LW2503
 LW2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2503'STATION IS LOCATED NEAR THE LARGE STORAGE WHARF S OF ALLENS HARBOR,
 LW2503'IN THE CAMP THOMAS-CAMP ENDICOTT AREA, APPROXIMATELY 30 METERS
 LW2503'S OF THE DAVISVILLE ROAD, NEAR THE INTERSECTION OF THE DAVISVILLE
 LW2503'ROAD AND PINE STREET.
 LW2503'
 LW2503'THE FINIAL AT THE TOP OF THE ELEVATED TANK WAS USED FOR
 LW2503'OBSERVATIONS.
 LW2503
 LW2503                          STATION RECOVERY (1956)
 LW2503
 LW2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2503'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD
 LW2503'CONDITION.  CAMP ENDICOTT DOES NOT APPLY ANY MORE AS THE AREA
 LW2503'IS NOW PART OF THE DAVISVILLE NAVAL CONSTRUCTION
 LW2503'TRAINING CENTER.  THE TANK IS PAINTED RED AND WHITE CHECKERED
 LW2503'AND HAS A FLAT BOTTOM.
 LW2503
 LW2503                          STATION RECOVERY (1968)
 LW2503
 LW2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2503'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2503
 LW2503                          STATION RECOVERY (1994)
 LW2503
 LW2503'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2503'RECOVERED IN GOOD CONDITION.
 LW2503
 LW2503                          STATION RECOVERY (1998)
 LW2503
 LW2503'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2503'RECOVERED IN GOOD CONDITION.
 LW2503
 LW2503                          STATION RECOVERY (2000)
 LW2503
 LW2503'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW2503'RECOVERED IN GOOD CONDITION.
 LW2503
 LW2503                          STATION RECOVERY (2005)
 LW2503
 LW2503'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW2503'ELEVATED TANK WAS DEMOLISHED PRIOR TO 1 OCTOBER 1999 PER A LOCAL
 LW2503'NEWSPAPER ARTICLE IN THE PROVIDENCE JOURNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2501 ***********************************************************************
 LW2501  DESIGNATION -  CAMP THOMAS EAST TANK
 LW2501  PID         -  LW2501
 LW2501  STATE/COUNTY-  RI/WASHINGTON
 LW2501  USGS QUAD   -  WICKFORD (1995)
 LW2501
 LW2501                         *CURRENT SURVEY CONTROL
 LW2501  ___________________________________________________________________
 LW2501* NAD 83(1996)-  41 36 16.25519(N)    071 26 04.52520(W)     ADJUSTED  
 LW2501* NAVD 88     -                                                        
 LW2501  ___________________________________________________________________
 LW2501  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 LW2501  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2501
 LW2501  HORZ ORDER  -  THIRD
 LW2501
 LW2501.The horizontal coordinates were established by classical geodetic methods
 LW2501.and adjusted by the National Geodetic Survey in August 1998..
 LW2501
 LW2501
 LW2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2501
 LW2501.The geoid height was determined by GEOID03.
 LW2501
 LW2501;                    North         East     Units Scale Factor Converg.
 LW2501;SPC RI       -    57,884.471   105,452.633   MT  0.99999412   +0 02 36.4
 LW2501;SPC RI       -   189,909.30    345,972.51   sFT  0.99999412   +0 02 36.4
 LW2501;UTM  19      - 4,608,730.430   297,122.051   MT  1.00010654   -1 37 01.5
 LW2501
 LW2501                          SUPERSEDED SURVEY CONTROL
 LW2501
 LW2501  NAD 83(1996)-  41 36 16.25445(N)    071 26 04.52467(W) AD(       ) 4
 LW2501  NAD 83(1992)-  41 36 16.25371(N)    071 26 04.52440(W) AD(       ) 4
 LW2501  NAD 83(1992)-  41 36 16.25313(N)    071 26 04.52430(W) AD(       ) 4
 LW2501  NAD 83(1986)-  41 36 16.25322(N)    071 26 04.52341(W) AD(       ) 4
 LW2501  NAD 27      -  41 36 15.88600(N)    071 26 06.32403(W) AD(       ) 3
 LW2501
 LW2501.Superseded values are not recommended for survey control.
 LW2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2501.See file dsdata.txt to determine how the superseded data were derived.
 LW2501
 LW2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9712208730(NAD 83)
 LW2501
 LW2501  HISTORY     - Date     Condition        Report By
 LW2501  HISTORY     - 1944     MONUMENTED       CGS
 LW2501  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2501  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2501  HISTORY     - 19941001 GOOD             USPSQD
 LW2501  HISTORY     - 19980108 GOOD             USPSQD
 LW2501  HISTORY     - 20020902 MARK NOT FOUND   USPSQD
 LW2501
 LW2501                          STATION DESCRIPTION
 LW2501
 LW2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2501'THE STATION IS CENTRALLY LOCATED IN CAMP ENDICOTT, ON THE NE
 LW2501'SIDE OF A ROAD INTERSECTION.  CAMP ENDICOTT BUILDINGS W-5, W-6,
 LW2501'AND W-7 ARE NEARBY.
 LW2501'
 LW2501'A FINIAL AT THE TOP OF THE ELEVATED TANK WAS USED FOR OBSERVATIONS.
 LW2501
 LW2501                          STATION RECOVERY (1956)
 LW2501
 LW2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2501'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LW2501'
 LW2501'CAMP THOMAS DOES NOT APPLY AS THE AREA IS NOW PART OF THE
 LW2501'DAVISVILLE NAVAL CONSTRUCTION TRAINING CENTER.  THE TANK IS PAINTED
 LW2501'RED AND WHITE CHECKERED AND HAS A FLAT BOTTOM.
 LW2501
 LW2501                          STATION RECOVERY (1968)
 LW2501
 LW2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2501'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2501
 LW2501                          STATION RECOVERY (1994)
 LW2501
 LW2501'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2501'RECOVERED IN GOOD CONDITION.
 LW2501
 LW2501                          STATION RECOVERY (1998)
 LW2501
 LW2501'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2501'RECOVERED IN GOOD CONDITION.
 LW2501
 LW2501                          STATION RECOVERY (2002)
 LW2501
 LW2501'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 LW2501'NAVAL CB DAVISVILLE. WATER TOWER REDUNDANT AND DISMANTLED FOR
 LW2501'FUTURE CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2500 ***********************************************************************
 LW2500  DESIGNATION -  CAMP THOMAS WEST TANK
 LW2500  PID         -  LW2500
 LW2500  STATE/COUNTY-  RI/WASHINGTON
 LW2500  USGS QUAD   -  WICKFORD (1995)
 LW2500
 LW2500                         *CURRENT SURVEY CONTROL
 LW2500  ___________________________________________________________________
 LW2500* NAD 83(1996)-  41 36 26.56189(N)    071 26 59.82588(W)     ADJUSTED  
 LW2500* NAVD 88     -                                                        
 LW2500  ___________________________________________________________________
 LW2500  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 LW2500  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW2500
 LW2500  HORZ ORDER  -  THIRD
 LW2500
 LW2500.The horizontal coordinates were established by classical geodetic methods
 LW2500.and adjusted by the National Geodetic Survey in August 1998..
 LW2500
 LW2500
 LW2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2500
 LW2500.The geoid height was determined by GEOID03.
 LW2500
 LW2500;                    North         East     Units Scale Factor Converg.
 LW2500;SPC RI       -    58,201.590   104,171.911   MT  0.99999396   +0 01 59.6
 LW2500;SPC RI       -   190,949.72    341,770.68   sFT  0.99999396   +0 01 59.6
 LW2500;UTM  19      - 4,609,084.570   295,850.910   MT  1.00011290   -1 37 38.6
 LW2500
 LW2500                          SUPERSEDED SURVEY CONTROL
 LW2500
 LW2500  NAD 83(1996)-  41 36 26.56111(N)    071 26 59.82535(W) AD(       ) 4
 LW2500  NAD 83(1992)-  41 36 26.56044(N)    071 26 59.82508(W) AD(       ) 4
 LW2500  NAD 83(1992)-  41 36 26.55968(N)    071 26 59.82526(W) AD(       ) 4
 LW2500  NAD 83(1986)-  41 36 26.56033(N)    071 26 59.82371(W) AD(       ) 4
 LW2500  NAD 27      -  41 36 26.19355(N)    071 27 01.61918(W) AD(       ) 3
 LW2500
 LW2500.Superseded values are not recommended for survey control.
 LW2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2500.See file dsdata.txt to determine how the superseded data were derived.
 LW2500
 LW2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9585109085(NAD 83)
 LW2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2500+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 LW2500
 LW2500  HISTORY     - Date     Condition        Report By
 LW2500  HISTORY     - 1944     MONUMENTED       CGS
 LW2500  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2500  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2500  HISTORY     - 19941001 GOOD             USPSQD
 LW2500  HISTORY     - 19980108 GOOD             USPSQD
 LW2500  HISTORY     - 20000223 GOOD             USPSQD
 LW2500  HISTORY     - 20020902 MARK NOT FOUND   USPSQD
 LW2500
 LW2500                          STATION DESCRIPTION
 LW2500
 LW2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2500'STATION IS LOCATED IN CAMP THOMAS, ABOUT 150 METERS S OF THE
 LW2500'N EXTREMITIES OF THE CAMP.  IT IS APPROXIMATELY 50 METERS E
 LW2500'OF A ROAD RUNNING N FROM ADMINISTRATION CIRCLE.  THE CAMP
 LW2500'THOMAS ADMINISTRATION BUILDINGS ARE ABOUT 100 METERS W OF THE
 LW2500'STATION.
 LW2500'
 LW2500'A FINIAL AT THE TOP OF THE ELEVATED TANK WAS USED FOR OBSERVATIONS.
 LW2500
 LW2500                          STATION RECOVERY (1956)
 LW2500
 LW2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2500'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD
 LW2500'CONDITION.  CAMP THOMAS DOES NOT APPLY AS THE AREA IS NOW
 LW2500'IN THE DAVISVILLE NAVAL CONSTRUCTION TRAINING CENTER.
 LW2500'
 LW2500'THE TANK IS PAINTED RED AND WHITE CHECKERED AND HAS A FLAT
 LW2500'BOTTOM.
 LW2500
 LW2500                          STATION RECOVERY (1968)
 LW2500
 LW2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2500'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2500
 LW2500                          STATION RECOVERY (1994)
 LW2500
 LW2500'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2500'RECOVERED IN GOOD CONDITION.
 LW2500
 LW2500                          STATION RECOVERY (1998)
 LW2500
 LW2500'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2500'RECOVERED IN GOOD CONDITION.
 LW2500
 LW2500                          STATION RECOVERY (2000)
 LW2500
 LW2500'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW2500'RECOVERED IN GOOD CONDITION.
 LW2500
 LW2500                          STATION RECOVERY (2002)
 LW2500
 LW2500'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 LW2500'NAVAL CB DAVISVILLE. WATER TOWER REDUNDANT AND DISMANTLED FOR
 LW2500'FUTURE CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3094 ***********************************************************************
 LW3094  DESIGNATION -  CANO
 LW3094  PID         -  LW3094
 LW3094  STATE/COUNTY-  RI/WASHINGTON
 LW3094  USGS QUAD   -  CAROLINA (1970)
 LW3094
 LW3094                         *CURRENT SURVEY CONTROL
 LW3094  ___________________________________________________________________
 LW3094* NAD 83(1996)-  41 29 08.71233(N)    071 43 58.95546(W)     ADJUSTED  
 LW3094* NAVD 88     -        48.277  (meters)     158.39   (feet)  ADJUSTED  
 LW3094  ___________________________________________________________________
 LW3094  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 LW3094  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW3094  DYNAMIC HT  -          48.259 (meters)     158.33  (feet)  COMP
 LW3094  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 LW3094
 LW3094  HORZ ORDER  -  SECOND
 LW3094  VERT ORDER  -  SECOND    CLASS II
 LW3094
 LW3094.The horizontal coordinates were established by classical geodetic methods
 LW3094.and adjusted by the National Geodetic Survey in August 1998..
 LW3094
 LW3094.The orthometric height was determined by differential leveling
 LW3094.and adjusted by the National Geodetic Survey in June 1991..
 LW3094
 LW3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3094
 LW3094.The geoid height was determined by GEOID03.
 LW3094
 LW3094.The dynamic height is computed by dividing the NAVD 88
 LW3094.geopotential number by the normal gravity value computed on the
 LW3094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW3094.degrees latitude (g = 980.6199 gals.).
 LW3094
 LW3094.The modeled gravity was interpolated from observed gravity values.
 LW3094
 LW3094;                    North         East     Units Scale Factor Converg.
 LW3094;SPC RI       -    44,718.479    80,537.638   MT  0.99999841   -0 09 15.8
 LW3094;SPC RI       -   146,713.88    264,230.57   sFT  0.99999841   -0 09 15.8
 LW3094;SPC CT       -   225,356.573   389,727.851   MT  0.99998349   +0 40 27.5
 LW3094;SPC CT       -   739,357.36  1,278,632.12   sFT  0.99998349   +0 40 27.5
 LW3094;UTM  19      - 4,596,288.926   271,831.916   MT  1.00024072   -1 48 40.5
 LW3094
 LW3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3094!SPC RI       -   0.99999720  x   0.99999841  =   0.99999561
 LW3094!SPC CT       -   0.99999720  x   0.99998349  =   0.99998069
 LW3094!UTM  19      -   0.99999720  x   1.00024072  =   1.00023792
 LW3094
 LW3094:                Primary Azimuth Mark                     Grid Az
 LW3094:SPC RI       -  VALLEY                                   064 32 34.8
 LW3094:SPC CT       -  VALLEY                                   063 42 51.5
 LW3094:UTM  19      -  VALLEY                                   066 11 59.5
 LW3094
 LW3094|---------------------------------------------------------------------|
 LW3094| PID    Reference Object                     Distance      Geod. Az  |
 LW3094|                                                           dddmmss.s |
 LW3094| LW0963 VALLEY                              471.222 METERS 0642319.0 |
 LW3094| LW3093 CANO RM 1                             8.058 METERS 14813     |
 LW3094| LW5173 CANO AZ MK                                         2394400.5 |
 LW3094| LW5174 CANO RM 2                             8.077 METERS 32814     |
 LW3094|---------------------------------------------------------------------|
 LW3094
 LW3094                          SUPERSEDED SURVEY CONTROL
 LW3094
 LW3094  NAD 83(1992)-  41 29 08.71107(N)    071 43 58.95462(W) AD(       ) 2
 LW3094  NAD 83(1986)-  41 29 08.70951(N)    071 43 58.95452(W) AD(       ) 2
 LW3094  NAD 27      -  41 29 08.35158(N)    071 44 00.71080(W) AD(       ) 2
 LW3094  NGVD 29 (12/08/88)   48.55   (m)          159.3    (f) LEVELING    3  
 LW3094
 LW3094.Superseded values are not recommended for survey control.
 LW3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3094.See file dsdata.txt to determine how the superseded data were derived.
 LW3094
 LW3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7183296289(NAD 83)
 LW3094_MARKER: DS = TRIANGULATION STATION DISK
 LW3094_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW3094_SP_SET: CONCRETE MEDIAN
 LW3094_STAMPING: CANO 1975
 LW3094_MARK LOGO: NGS   
 LW3094_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3094+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2001
 LW3094
 LW3094  HISTORY     - Date     Condition        Report By
 LW3094  HISTORY     - 1975     MONUMENTED       NGS
 LW3094  HISTORY     - 1984     GOOD             RIGS
 LW3094  HISTORY     - 1984     GOOD             RIGS
 LW3094  HISTORY     - 20010712 GOOD             USPSQD
 LW3094
 LW3094                          STATION DESCRIPTION
 LW3094
 LW3094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3094'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF HOPKINTON, 3
 LW3094'MILES SOUTHEAST OF ROCKVILLE, 1-3/4 MILES SOUTHWEST OF HOPE
 LW3094'VALLEY AND IN THE MEDIAN STRIP OF THE OVERPASS OF THE
 LW3094'ALTON-ROCKVILLE ROAD WHERE IT CROSSES OVER INTERSTATE 95.
 LW3094'
 LW3094'TO REACH THE STATION FROM THE POST OFFICE AND THE JUNCTION
 LW3094'OF STATE HIGHWAYS 3 AND 138 IN HOPE VALLEY, GO SOUTHWEST ON
 LW3094'STATE HIGHWAY 3 FOR 1.6 MILES TO THE ALTON-ROCKVILLE ROAD ON
 LW3094'THE LEFT.  TURN LEFT AND GO SOUTHEAST ON THE ALTON-ROCKVILLE
 LW3094'ROAD FOR 0.3 MILE TO AN OVERPASS OVER INTERSTATE 95 AND THE
 LW3094'STATION ON THE LEFT IN THE MEDIAN STRIP NEAR THE CENTER OF
 LW3094'THE OVERPASS.
 LW3094'
 LW3094'STATION MARK, STAMPED CANO 1975, IS A STANDARD DISK CEMENTED
 LW3094'IN A DRILL HOLE IN THE CONCRETE MEDIAN STRIP WHICH IS ABOUT 10
 LW3094'INCHES ABOVE THE ROAD SURFACE.  IT IS 96 FEET NORTH OF THE
 LW3094'SOUTHWEST CORNER OF THE OVERPASS, 63 FEET SOUTH OF THE
 LW3094'NORTHEAST CORNER OF THE OVERPASS, 18 FEET SOUTHWEST OF THE
 LW3094'CENTER LINE OF THE NORTH BOUND LANE OF THE ROAD AND 18 FEET
 LW3094'NORTHEAST OF THE CENTER LINE OF THE SOUTH BOUND LANE.
 LW3094'
 LW3094'REFERENCE MARK 1, STAMPED CANO NO 1 1975, IS A STANDARD DISK
 LW3094'CEMENTED IN A DRILL HOLE IN THE CONCRETE MEDIAN STRIP WHICH
 LW3094'PROJECTS ABOUT 10 INCHES ABOVE THE ROAD SURFACE.  IT IS 87 FEET
 LW3094'SOUTH OF THE NORTHEAST CORNER OF THE OVERPASS, 71 FEET NORTH
 LW3094'OF THE SOUTHWEST CORNER OF THE OVERPASS, 19 FEET SOUTHWEST OF
 LW3094'THE CENTER LINE OF THE NORTH BOUND LANE OF THE ROAD AND 17.5
 LW3094'FEET NORTHEAST OF THE CENTER LINE OF THE SOUTH BOUND LANE.
 LW3094'
 LW3094'REFERENCE MARK 2, STAMPED CANO NO 2 1975, IS A STANDARD DISK
 LW3094'CEMENTED IN A DRILL HOLE IN THE CONCRETE MEDIAN STRIP WHICH
 LW3094'PROJECTS ABOUT 10 INCHES ABOVE THE ROAD SURFACE.  IT IS 120
 LW3094'FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE OVERPASS, 42.5
 LW3094'FEET SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE OVERPASS,
 LW3094'18.5 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTH BOUND LANE
 LW3094'OF THE ROAD AND 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LW3094'NORTH BOUND LANE.
 LW3094'
 LW3094'AZIMUTH MARK, STAMPED CANO AZ MK 1975, IS A STANDARD
 LW3094'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 LW3094'WHICH IS ABOUT 4 BY 8 FEET IN SIZE AND PROJECTS ABOUT 3 FEET
 LW3094'ON THE SOUTH SIDE AND FLUSH WITH THE GROUND SURFACE ON THE
 LW3094'NORTH SIDE.  IT IS 228 FEET EAST OF MILE POST 4.1, 73 FEET
 LW3094'SOUTHWEST OF A ROCK FENCE, 65 FEET NORTH OF THE CENTER LINE OF
 LW3094'THE SOUTH BOUND LANE OF INTERSTATE 95, 56 FEET NORTHEAST OF
 LW3094'A METAL DRAIN GRATE AND 8 FEET SOUTH OF A METAL WITNESS POST.
 LW3094'
 LW3094'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 LW3094'INTERSTATE 95 FOR 0.35 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LW3094'
 LW3094'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LW3094
 LW3094                          STATION RECOVERY (1984)
 LW3094
 LW3094'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW3094'THE STATION WAS RECOVERED AT THIS DATE.
 LW3094'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE RECOVERED IN
 LW3094'GOOD CONDITION. A NEW TO REACH FOLLOWS.
 LW3094'
 LW3094'THE STATION IS LOCATED ABOUT 4.6 KM (2.9 MI) NORTHEAST OF HOPKINTON,
 LW3094'4.5 KM (2.8 MI) SOUTHEAST OF ROCKVILLE, 3.4 KM (2.1 MI) SOUTHWEST
 LW3094'OF HOPE VALLEY, AND IN THE PAVED CONCRETE MEDIAN OF THE OVERPASS OF
 LW3094'ALTON-ROCKVILLE ROAD WHERE IT CROSSES OVER INTERSTATE HIGHWAY 95.
 LW3094'
 LW3094'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW3094'HIGHWAY 3, ABOUT 1.1 KM (0.7 MI) EAST OF THE RHODE
 LW3094'ISLAND-CONNECTICUT STATE LINE, GO NORTHERLY ON I-95 FOR 6.1 KM
 LW3094'(3.8 MI) TO THE ALTON-ROCKVILLE ROAD OVERPASS OVER I-95, AT EXIT 2.
 LW3094'THEN GO NORTHWESTERLY ONTO THE TOP OF THE BRIDGE OVER
 LW3094'I-95.  THE STATION IS LOCATED IN THE CENTER OF THE BRIDGE MEDIAN.
 LW3094
 LW3094                          STATION RECOVERY (1984)
 LW3094
 LW3094'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW3094'3.4 KM (2.1 MI) SW FROM HOPE VALLEY.
 LW3094'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW3094'HIGHWAY 3, ABOUT 1.1 KM (0.7 MI) EAST OF THE RHODE ISLAND-CONNECTICUT
 LW3094'STATE LINE, GO NORTHERLY ON I-95 FOR 6.1 KM (3.8 MI) TO THE
 LW3094'ALTON-ROCKVILLE ROAD OVERPASS OVER I-95, AT EXIT 2.  THEN GO
 LW3094'NORTHWESTERLY ONTO THE TOP OF THE BRIDGE OVER I-95.  THE STATION IS A
 LW3094'STANDARD NGS DISK SET IN THE CENTER OF THE CONCRETE MEDIAN BETWEEN
 LW3094'THE EAST AND WEST LANES OF ALTON-ROCKVILLE ROAD AS IT PASSES OVER
 LW3094'INTERSTATE HIGHWAY 95.
 LW3094
 LW3094                          STATION RECOVERY (2001)
 LW3094
 LW3094'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5173 ***********************************************************************
 LW5173  DESIGNATION -  CANO AZ MK
 LW5173  PID         -  LW5173
 LW5173  STATE/COUNTY-  RI/WASHINGTON
 LW5173  USGS QUAD   -  CAROLINA (1970)
 LW5173
 LW5173                         *CURRENT SURVEY CONTROL
 LW5173  ___________________________________________________________________
 LW5173* NAD 83(1986)-  41 29 02.     (N)    071 44 18.     (W)     SCALED    
 LW5173* NAVD 88     -        37.510  (meters)     123.06   (feet)  ADJUSTED  
 LW5173  ___________________________________________________________________
 LW5173  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW5173  DYNAMIC HT  -          37.497 (meters)     123.02  (feet)  COMP
 LW5173  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 LW5173
 LW5173  VERT ORDER  -  SECOND    CLASS II
 LW5173
 LW5173.The horizontal coordinates were scaled from a topographic map and have
 LW5173.an estimated accuracy of +/- 6 seconds.
 LW5173
 LW5173.The orthometric height was determined by differential leveling
 LW5173.and adjusted by the National Geodetic Survey in June 1991..
 LW5173
 LW5173.The geoid height was determined by GEOID03.
 LW5173
 LW5173.The dynamic height is computed by dividing the NAVD 88
 LW5173.geopotential number by the normal gravity value computed on the
 LW5173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5173.degrees latitude (g = 980.6199 gals.).
 LW5173
 LW5173.The modeled gravity was interpolated from observed gravity values.
 LW5173
 LW5173;                    North         East    Units  Estimated Accuracy
 LW5173;SPC RI       -    44,510.       80,100.      MT  (+/- 180 meters Scaled)
 LW5173
 LW5173                          SUPERSEDED SURVEY CONTROL
 LW5173
 LW5173.No superseded survey control is available for this station.
 LW5173
 LW5173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF713960(NAD 83)
 LW5173_MARKER: DR = REFERENCE MARK DISK
 LW5173_SETTING: 80 = SET IN A BOULDER
 LW5173_SP_SET: BOULDER
 LW5173_STAMPING: CANO AZ MK 1975
 LW5173_MARK LOGO: NGS   
 LW5173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5173+STABILITY: SURFACE MOTION
 LW5173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW5173+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2001
 LW5173
 LW5173  HISTORY     - Date     Condition        Report By
 LW5173  HISTORY     - 1975     MONUMENTED       NGS
 LW5173  HISTORY     - 1984     GOOD             RIGS
 LW5173  HISTORY     - 20010712 GOOD             USPSQD
 LW5173
 LW5173                          STATION DESCRIPTION
 LW5173
 LW5173'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5173'3.6 KM (2.2 MI) SW FROM HOPE VALLEY.
 LW5173'TO REACH THE STATION FROM THE ALTON-ROCKVILLE ROAD OVERPASS BRIDGE AT
 LW5173'EXIT 2 ON INTERSTATE HIGHWAY 95, WHICH IS ABOUT 7.2 KM (4.5 MI)
 LW5173'NORTH-NORTHWEST OF THE CONNECTICUT-RHODE ISLAND STATE LINE, GO SOUTH
 LW5173'FOR .58 KM (.35 MI) ON I-95 TO THE STATION ON THE RIGHT.  THE STATION
 LW5173'IS A STANDARD NGS DISK SET INTO A 4 FOOT BY 8 FOOT BOULDER WHICH
 LW5173'PROJECTS 3 FEET ON THE SOUTH SIDE AND IS FLUSH WITH THE GROUND ON THE
 LW5173'NORTH SIDE, 22.3 METERS (73.0 FT) SOUTHWEST FROM A ROCK FENCE, 19.8
 LW5173'METERS (65.0 FT) NORTH FROM THE CENTERLINE OF THE NORTH BOUND LANE OF
 LW5173'I-95, 17.1 METERS (56.0 FT) NORTHEAST FROM A METAL DRAIN GRATE, 2.4
 LW5173'METERS (8.0 FT) SOUTH FROM A METAL WITNESS POST.
 LW5173
 LW5173                          STATION RECOVERY (2001)
 LW5173
 LW5173'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW5173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3093 ***********************************************************************
 LW3093  DESIGNATION -  CANO RM 1
 LW3093  PID         -  LW3093
 LW3093  STATE/COUNTY-  RI/WASHINGTON
 LW3093  USGS QUAD   -  CAROLINA (1970)
 LW3093
 LW3093                         *CURRENT SURVEY CONTROL
 LW3093  ___________________________________________________________________
 LW3093* NAD 83(1996)-  41 29 08.     (N)    071 43 58.     (W)     SCALED    
 LW3093* NAVD 88     -        48.233  (meters)     158.24   (feet)  ADJUSTED  
 LW3093  ___________________________________________________________________
 LW3093  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW3093  DYNAMIC HT  -          48.215 (meters)     158.19  (feet)  COMP
 LW3093  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 LW3093
 LW3093  VERT ORDER  -  SECOND    CLASS II
 LW3093
 LW3093.The horizontal coordinates were scaled from a topographic map and have
 LW3093.an estimated accuracy of +/- 6 seconds.
 LW3093
 LW3093.The orthometric height was determined by differential leveling
 LW3093.and adjusted by the National Geodetic Survey in June 1991..
 LW3093
 LW3093.The geoid height was determined by GEOID03.
 LW3093
 LW3093.The dynamic height is computed by dividing the NAVD 88
 LW3093.geopotential number by the normal gravity value computed on the
 LW3093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW3093.degrees latitude (g = 980.6199 gals.).
 LW3093
 LW3093.The modeled gravity was interpolated from observed gravity values.
 LW3093
 LW3093;                    North         East    Units  Estimated Accuracy
 LW3093;SPC RI       -    44,700.       80,560.      MT  (+/- 180 meters Scaled)
 LW3093
 LW3093                          SUPERSEDED SURVEY CONTROL
 LW3093
 LW3093  NGVD 29 (07/19/86)   49.     (m)          161.     (f) VERT ANG       
 LW3093
 LW3093.Superseded values are not recommended for survey control.
 LW3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3093.See file dsdata.txt to determine how the superseded data were derived.
 LW3093
 LW3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF718962(NAD 83)
 LW3093_MARKER: DR = REFERENCE MARK DISK
 LW3093_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW3093_SP_SET: CONCRETE MEDIAN
 LW3093_STAMPING: CANO NO 1 1975
 LW3093_MARK LOGO: NGS   
 LW3093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3093+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2001
 LW3093
 LW3093  HISTORY     - Date     Condition        Report By
 LW3093  HISTORY     - 1975     MONUMENTED       NGS
 LW3093  HISTORY     - 1984     GOOD             RIGS
 LW3093  HISTORY     - 20010712 GOOD             USPSQD
 LW3093
 LW3093                          STATION DESCRIPTION
 LW3093
 LW3093'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW3093'3.4 KM (2.1 MI) SW FROM HOPE VALLEY.
 LW3093'THE STATION IS LOCATED AT EXIT 2 OF INTERSTATE HIGHWAY 95 ON THE
 LW3093'ALTON-ROCKVILLE ROAD OVERPASS BRIDGE.  TO REACH THE STATION FROM THE
 LW3093'JUNCTION OF I-95 AND STATE HIGHWAY 3, ABOUT 1.1 KM (0.7 MI) EAST OF
 LW3093'THE RHODE ISLAND-CONNECTICUT STATE LINE, GO NORTH FOR 6.1 KM (3.8 MI)
 LW3093'ON I-95 TO THE ALTON-ROCKVILLE OVERPASS AT EXIT 2.  TAKE THIS EXIT,
 LW3093'AND GO NORTHWEST TO THE TOP OF THE OVERPASS.  THE STATION IS SET INTO
 LW3093'THE CONCRETE MEDIAN OF THE BRIDGE, 26.5 METERS (87.0 FT) SOUTH FROM
 LW3093'THE NORTHEAST CORNER OF THE BRIDGE, 21.6 METERS (71.0 FT) NORTH FROM
 LW3093'THE SOUTHWEST CORNER OF THE BRIDGE, 5.8 METERS (19.0 FT) SOUTHWEST
 LW3093'FROM THE CENTER OF THE NORTH BOUND LANE OF THE OVERPASS ROAD, 5.3
 LW3093'METERS (17.5 FT) NORTHEAST FROM THE CENTER OF THE SOUTH BOUND LANE OF
 LW3093'THE OVERPASS ROAD.
 LW3093
 LW3093                          STATION RECOVERY (2001)
 LW3093
 LW3093'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5174 ***********************************************************************
 LW5174  DESIGNATION -  CANO RM 2
 LW5174  PID         -  LW5174
 LW5174  STATE/COUNTY-  RI/WASHINGTON
 LW5174  USGS QUAD   -  CAROLINA (1970)
 LW5174
 LW5174                         *CURRENT SURVEY CONTROL
 LW5174  ___________________________________________________________________
 LW5174* NAD 83(1986)-  41 29 08.     (N)    071 43 59.     (W)     SCALED    
 LW5174* NAVD 88     -        48.281  (meters)     158.40   (feet)  ADJUSTED  
 LW5174  ___________________________________________________________________
 LW5174  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW5174  DYNAMIC HT  -          48.264 (meters)     158.35  (feet)  COMP
 LW5174  MODELED GRAV-     980,268.1   (mgal)                       NAVD 88
 LW5174
 LW5174  VERT ORDER  -  SECOND    CLASS II
 LW5174
 LW5174.The horizontal coordinates were scaled from a topographic map and have
 LW5174.an estimated accuracy of +/- 6 seconds.
 LW5174
 LW5174.The orthometric height was determined by differential leveling
 LW5174.and adjusted by the National Geodetic Survey in June 1991..
 LW5174
 LW5174.The geoid height was determined by GEOID03.
 LW5174
 LW5174.The dynamic height is computed by dividing the NAVD 88
 LW5174.geopotential number by the normal gravity value computed on the
 LW5174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5174.degrees latitude (g = 980.6199 gals.).
 LW5174
 LW5174.The modeled gravity was interpolated from observed gravity values.
 LW5174
 LW5174;                    North         East    Units  Estimated Accuracy
 LW5174;SPC RI       -    44,700.       80,540.      MT  (+/- 180 meters Scaled)
 LW5174
 LW5174                          SUPERSEDED SURVEY CONTROL
 LW5174
 LW5174.No superseded survey control is available for this station.
 LW5174
 LW5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF718962(NAD 83)
 LW5174_MARKER: DR = REFERENCE MARK DISK
 LW5174_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW5174_SP_SET: CONCRETE MEDIAN
 LW5174_STAMPING: CANO NO 2 1975
 LW5174_MARK LOGO: NGS   
 LW5174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5174+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2001
 LW5174
 LW5174  HISTORY     - Date     Condition        Report By
 LW5174  HISTORY     - 1975     MONUMENTED       NGS
 LW5174  HISTORY     - 1984     GOOD             RIGS
 LW5174  HISTORY     - 20010712 GOOD             USPSQD
 LW5174
 LW5174                          STATION DESCRIPTION
 LW5174
 LW5174'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5174'3.4 KM (2.1 MI) SW FROM HOPE VALLEY.
 LW5174'THE STATION IS LOCATED AT EXIT 2 OF INTERSTATE HIGHWAY 95 ON THE
 LW5174'ALTON-ROCKVILLE ROAD OVERPASS BRIDGE.  TO REACH THE STATION FROM THE
 LW5174'JUNCTION OF I-95 AND STATE HIGHWAY 3, ABOUT 1.1 KM (0.7 MI) EAST OF
 LW5174'THE CONNECTICUT-RHODE ISLAND STATE LINE, GO NORTH FOR 6.1 KM (3.8 MI)
 LW5174'ON I-95 TO THE ALTON-ROCKVILLE OVERPASS AT EXIT 2.  TAKE THIS EXIT,
 LW5174'AND GO NORTHWEST TO THE TOP OF THE OVERPASS.  THE STATION IS SET INTO
 LW5174'THE CONCRETE MEDIAN OF THE BRIDGE, 36.6 METERS (120 FT) NORTHEAST
 LW5174'FROM THE SOUTHWEST CORNER OF THE BRIDGE, 13.0 METERS (42.5 FT)
 LW5174'SOUTH-SOUTHWEST FROM THE NORTHEAST CORNER OF THE BRIDGE, 5.6 METERS
 LW5174'(18.5 FT) NORTHEAST FROM THE CENTER OF THE SOUTH BOUND LANE OF THE
 LW5174'OVERPASS ROAD, 5.3 METERS (18.0 FT) SOUTHWEST FROM THE CENTER OF THE
 LW5174'NORTH BOUND LANE OF THE OVERPASS ROAD.
 LW5174
 LW5174                          STATION RECOVERY (2001)
 LW5174
 LW5174'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW5174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1259 ***********************************************************************
 LW1259  DESIGNATION -  CAPWELL
 LW1259  PID         -  LW1259
 LW1259  STATE/COUNTY-  RI/PROVIDENCE
 LW1259  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1259
 LW1259                         *CURRENT SURVEY CONTROL
 LW1259  ___________________________________________________________________
 LW1259* NAD 83(1996)-  41 49 47.87823(N)    071 31 53.45601(W)     ADJUSTED  
 LW1259* NAVD 88     -       114.480  (meters)     375.59   (feet)  ADJUSTED  
 LW1259  ___________________________________________________________________
 LW1259  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 LW1259  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW1259  DYNAMIC HT  -         114.441 (meters)     375.46  (feet)  COMP
 LW1259  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LW1259
 LW1259  HORZ ORDER  -  FIRST
 LW1259  VERT ORDER  -  SECOND    CLASS 0
 LW1259
 LW1259.The horizontal coordinates were established by classical geodetic methods
 LW1259.and adjusted by the National Geodetic Survey in August 1998..
 LW1259
 LW1259.The orthometric height was determined by differential leveling
 LW1259.and adjusted by the National Geodetic Survey in June 1991..
 LW1259
 LW1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1259
 LW1259.The geoid height was determined by GEOID03.
 LW1259
 LW1259.The dynamic height is computed by dividing the NAVD 88
 LW1259.geopotential number by the normal gravity value computed on the
 LW1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1259.degrees latitude (g = 980.6199 gals.).
 LW1259
 LW1259.The modeled gravity was interpolated from observed gravity values.
 LW1259
 LW1259;                    North         East     Units Scale Factor Converg.
 LW1259;SPC RI       -    82,923.056    97,381.989   MT  0.99999383   -0 01 15.7
 LW1259;SPC RI       -   272,056.73    319,494.08   sFT  0.99999383   -0 01 15.7
 LW1259;UTM  19      - 4,633,996.157   289,781.020   MT  1.00014383   -1 41 20.2
 LW1259
 LW1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1259!SPC RI       -   0.99998670  x   0.99999383  =   0.99998053
 LW1259!UTM  19      -   0.99998670  x   1.00014383  =   1.00013053
 LW1259
 LW1259|---------------------------------------------------------------------|
 LW1259| PID    Reference Object                     Distance      Geod. Az  |
 LW1259|                                                           dddmmss.s |
 LW1259| LW1258 CAPWELL RM 3                         62.989 METERS 07348     |
 LW1259| LW1260 CAPWELL RM 1                         26.369 METERS 12831     |
 LW1259| LW1261 CAPWELL RM 2                         17.427 METERS 27442     |
 LW1259| LW1307 PHILIP                              APPROX. 5.3 KM 3340819.0 |
 LW1259|---------------------------------------------------------------------|
 LW1259
 LW1259                          SUPERSEDED SURVEY CONTROL
 LW1259
 LW1259  NAD 83(1996)-  41 49 47.87794(N)    071 31 53.45587(W) AD(       ) 1
 LW1259  NAD 83(1992)-  41 49 47.87690(N)    071 31 53.45509(W) AD(       ) 1
 LW1259  NAD 83(1992)-  41 49 47.87672(N)    071 31 53.45520(W) AD(       ) 1
 LW1259  NAD 83(1986)-  41 49 47.87636(N)    071 31 53.45419(W) AD(       ) 1
 LW1259  NAD 27      -  41 49 47.51802(N)    071 31 55.23250(W) AD(       ) 1
 LW1259  NGVD 29 (??/??/92)  114.728  (m)          376.40   (f) ADJ UNCH    2 0
 LW1259
 LW1259.Superseded values are not recommended for survey control.
 LW1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1259.See file dsdata.txt to determine how the superseded data were derived.
 LW1259
 LW1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8978133996(NAD 83)
 LW1259_MARKER: DS = TRIANGULATION STATION DISK
 LW1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1259_STAMPING: CAPWELL 1968
 LW1259_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1259+STABILITY: SURFACE MOTION
 LW1259
 LW1259  HISTORY     - Date     Condition        Report By
 LW1259  HISTORY     - 1968     MONUMENTED       CGS
 LW1259  HISTORY     - 1969     GOOD             NGS
 LW1259  HISTORY     - 1979     GOOD             NGS
 LW1259  HISTORY     - 1987     GOOD             RIGS
 LW1259  HISTORY     - 1987     GOOD             USPSQD
 LW1259  HISTORY     - 1988     SEE DESCRIPTION  RIGS
 LW1259  HISTORY     - 19960923 GOOD             USPSQD
 LW1259  HISTORY     - 19991231 GOOD             USPSQD
 LW1259  HISTORY     - 20050103 MARK NOT FOUND   USPSQD
 LW1259
 LW1259                          STATION DESCRIPTION
 LW1259
 LW1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1259'STATION IS LOCATED ABOUT 6 MILES WEST OF CENTER OF DOWNTOWN
 LW1259'PROVIDENCE, 2-3/4 MILES EAST OF NORTH SCITUATE, 0.1 MILE EAST
 LW1259'OF A NORTH-SOUTH RIDGE, ON THE SOUTH SIDE OF U.S. HIGHWAY 6 AND
 LW1259'ON PROPERTY OWNED BY MR. S.A. CAPWELL WHO LIVES IN THE GREEN AND
 LW1259'WHITE HOUSE ACROSS THE ROAD FROM STATION.
 LW1259'
 LW1259'TO REACH THE STATION FROM THE JUNCTION OF (NEW) U.S. HIGHWAY 6
 LW1259'AND STATE HIGHWAY 116 AT THE NORTH EDGE OF NORTH SCITUATE, GO
 LW1259'EAST ON U.S. HIGHWAY 6 FOR 0.5 MILE TO JUNCTION OF (OLD)
 LW1259'U.S. HIGHWAY 6.  CONTINUE EAST ON U.S. HIGHWAY 6 FOR 2.25 MILES TO
 LW1259'AN ESSO SERVICE STATION ON LEFT.  CONTINUE EAST ON U.S. HIGHWAY
 LW1259'6 FOR 0.15 MILE TO A GULF SERVICE STATION ON LEFT AND THE
 LW1259'STATION ON RIGHT AS DESCRIBED.
 LW1259'
 LW1259'ALL MARKS ARE STANDARD DISKS.
 LW1259'
 LW1259'STATION MARK, STAMPED CAPWELL 1968, IS SET IN TOP OF A
 LW1259'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES.  IT IS 138 FEET
 LW1259'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GULF SERVICE STATION
 LW1259'BUILDING, 82.6 FEET SOUTH OF A UTILITY POLE, 53.3 FEET SOUTH
 LW1259'OF CENTER OF U.S. HIGHWAY 6, 41.5 FEET WEST OF A TRIANGLE BLAZED
 LW1259'8-INCH TREE AND 34.3 FEET SOUTHWEST OF A U.S. AIR FORCE SIGN.
 LW1259'
 LW1259'RM 1, STAMPED CAPWELL NO 1 1968, IS CEMENTED IN A DRILL HOLE IN
 LW1259'TOP OF A BOULDER WHICH IS FLUSH WITH THE GROUND.  IT IS 30 FEET
 LW1259'NORTH OF THE NORTH SIDE OF A LARGE BOULDER WHICH IS ABOUT 10
 LW1259'FEET HIGH, 21.5 FEET NORTHWEST OF A TRIANGLE BLAZED TRIPLE
 LW1259'TRUNK TREE AND 3 FEET NORTHEAST OF A FENCE LINE.
 LW1259'
 LW1259'RM 2, STAMPED CAPWELL NO 2 1968, IS SET IN THE TOP OF A CONCRETE
 LW1259'CYLINDER WHICH PROJECTS ABOUT 6 INCHES.  IT IS 122 FEET SOUTH
 LW1259'OF THE SOUTHEAST CORNER OF HOUSE NUMBER 2165 (MR. CAPWELLS HOUSE),
 LW1259'24.8 FEET SOUTH OF CENTER OF U.S. HIGHWAY 6 AND 2 FEET SOUTHWEST
 LW1259'OF A METAL WITNESS POST.
 LW1259'
 LW1259'RM 3, STAMPED CAPWELL NO 3 1968, IS CEMENTED IN A DRILL HOLE IN
 LW1259'TOP OF A 4 BY 7 FOOT BOULDER WHICH PROJECTS ABOUT 3 FEET.  IT
 LW1259'IS 38 FEET SOUTH OF CENTER OF U.S. HIGHWAY 6, ABOUT 18 FEET HIGHER
 LW1259'IN ELEVATION THAN THE HIGHWAY AND 13 FEET NORTHEAST OF A
 LW1259'TRIANGLE BLAZED 12-INCH OAK TREE.
 LW1259'
 LW1259'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LW1259
 LW1259                          STATION RECOVERY (1969)
 LW1259
 LW1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1259'3.3 MI NE FROM NORTH SCITUATE.
 LW1259'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1259'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 2.9 MILES EAST ALONG
 LW1259'U.S. HIGHWAY 6, NEAR THE TOP OF A HILL, AT A SMALL CLEARING,
 LW1259'ACROSS THE HIGHWAY FROM A GULF GAS SERVICE STATION, 250 FEET
 LW1259'WEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND BELFIELD
 LW1259'DRIVE LEADING NORTH, 43 FEET SOUTH OF THE CENTER LINE OF THE
 LW1259'EASTBOUND LANE OF THE HIGHWAY, 41 1/2 FEET WEST OF A 10-INCH
 LW1259'ASH TREE WITH A TRIANGULAR BLAZE, 1 FOOT BELOW THE LEVEL OF THE
 LW1259'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 LW1259'ABOVE THE LEVEL OF THE GROUND.
 LW1259
 LW1259                          STATION RECOVERY (1979)
 LW1259
 LW1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW1259'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 LW1259'GOOD CONDITION.  A METAL WITNESS POST WAS SET 1-FOOT SOUTH OF THE
 LW1259'STATION MARK.  THE 1968 DESCRIPTION IS ADEQUATE FOR RECOVERING THE
 LW1259'STATION.
 LW1259
 LW1259                          STATION RECOVERY (1987)
 LW1259
 LW1259'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW1259'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW1259'
 LW1259'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW1259
 LW1259                          STATION RECOVERY (1987)
 LW1259
 LW1259'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1259'RECOVERED IN GOOD CONDITION.
 LW1259
 LW1259                          STATION RECOVERY (1988)
 LW1259
 LW1259'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988 (GEC)
 LW1259'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW --
 LW1259'ALTHOUGH THE STATION IS IN GOOD CONDITION AT THIS TIME, CONTRUCTION
 LW1259'IS PLANNED FOR THE IMMEDIATE AREA.  REFERENCE MARK NO 2 WAS LOCATED
 LW1259'BY PRECISE TAPE TRAVERSE.
 LW1259'
 LW1259'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW1259
 LW1259                          STATION RECOVERY (1996)
 LW1259
 LW1259'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1259'RECOVERED IN GOOD CONDITION.
 LW1259
 LW1259                          STATION RECOVERY (1999)
 LW1259
 LW1259'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW1259'RECOVERED IN GOOD CONDITION.
 LW1259
 LW1259                          STATION RECOVERY (2005)
 LW1259
 LW1259'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1260 ***********************************************************************
 LW1260  DESIGNATION -  CAPWELL RM 1
 LW1260  PID         -  LW1260
 LW1260  STATE/COUNTY-  RI/PROVIDENCE
 LW1260  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1260
 LW1260                         *CURRENT SURVEY CONTROL
 LW1260  ___________________________________________________________________
 LW1260* NAD 83(1986)-  41 49 47.     (N)    071 31 53.     (W)     SCALED    
 LW1260* NAVD 88     -       115.796  (meters)     379.91   (feet)  ADJUSTED  
 LW1260  ___________________________________________________________________
 LW1260  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW1260  DYNAMIC HT  -         115.757 (meters)     379.78  (feet)  COMP
 LW1260  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LW1260
 LW1260  VERT ORDER  -  SECOND    CLASS 0
 LW1260
 LW1260.The horizontal coordinates were scaled from a topographic map and have
 LW1260.an estimated accuracy of +/- 6 seconds.
 LW1260
 LW1260.The orthometric height was determined by differential leveling
 LW1260.and adjusted by the National Geodetic Survey in June 1991..
 LW1260
 LW1260.The geoid height was determined by GEOID03.
 LW1260
 LW1260.The dynamic height is computed by dividing the NAVD 88
 LW1260.geopotential number by the normal gravity value computed on the
 LW1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1260.degrees latitude (g = 980.6199 gals.).
 LW1260
 LW1260.The modeled gravity was interpolated from observed gravity values.
 LW1260
 LW1260;                    North         East    Units  Estimated Accuracy
 LW1260;SPC RI       -    82,900.       97,390.      MT  (+/- 180 meters Scaled)
 LW1260
 LW1260                          SUPERSEDED SURVEY CONTROL
 LW1260
 LW1260  NGVD 29 (??/??/92)  116.044  (m)          380.72   (f) ADJ UNCH    2 0
 LW1260
 LW1260.Superseded values are not recommended for survey control.
 LW1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1260.See file dsdata.txt to determine how the superseded data were derived.
 LW1260
 LW1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG897339(NAD 83)
 LW1260_MARKER: DR = REFERENCE MARK DISK
 LW1260_SETTING: 66 = SET IN ROCK OUTCROP
 LW1260_SP_SET: ROCK LEDGE
 LW1260_STAMPING: CAPWELL NO 1 1968
 LW1260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1260+STABILITY: POSITION/ELEVATION WELL
 LW1260
 LW1260  HISTORY     - Date     Condition        Report By
 LW1260  HISTORY     - 1968     MONUMENTED       CGS
 LW1260  HISTORY     - 1969     GOOD             NGS
 LW1260  HISTORY     - 1987     GOOD             USPSQD
 LW1260  HISTORY     - 20050103 MARK NOT FOUND   USPSQD
 LW1260
 LW1260                          STATION DESCRIPTION
 LW1260
 LW1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1260'3.3 MI NE FROM NORTH SCITUATE.
 LW1260'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1260'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 2.9 MILES EAST ALONG
 LW1260'U.S. HIGHWAY 6, 86.6 FEET SOUTHEAST OF THE STATION MARK DESCRIBED,
 LW1260'113 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 29.6 FEET
 LW1260'NORTHWEST OF THE NORTHWEST FACE OF A 7-FOOT HIGH BOULDER, 1.4 FEET
 LW1260'WEST OF THE WEST CORNER OF A 4 FOOT BOULDER WHICH PROJECTS 2 1/2
 LW1260'FEET, SET IN THE TOP OF A SLOPING ROCK LEDGE WHICH IS FLUSH WITH
 LW1260'THE GROUND AND ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1260
 LW1260                          STATION RECOVERY (1987)
 LW1260
 LW1260'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1260'RECOVERED IN GOOD CONDITION.
 LW1260
 LW1260                          STATION RECOVERY (2005)
 LW1260
 LW1260'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW1260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1261 ***********************************************************************
 LW1261  DESIGNATION -  CAPWELL RM 2
 LW1261  PID         -  LW1261
 LW1261  STATE/COUNTY-  RI/PROVIDENCE
 LW1261  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1261
 LW1261                         *CURRENT SURVEY CONTROL
 LW1261  ___________________________________________________________________
 LW1261* NAD 83(1996)-  41 49 47.92458(N)    071 31 54.20868(W)     ADJUSTED  
 LW1261* NAVD 88     -       115.374  (meters)     378.52   (feet)  ADJUSTED  
 LW1261  ___________________________________________________________________
 LW1261  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 LW1261  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW1261  DYNAMIC HT  -         115.334 (meters)     378.39  (feet)  COMP
 LW1261  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LW1261
 LW1261  HORZ ORDER  -  SECOND
 LW1261  VERT ORDER  -  SECOND    CLASS 0
 LW1261
 LW1261.The horizontal coordinates were established by classical geodetic methods
 LW1261.and adjusted by the National Geodetic Survey in August 1998..
 LW1261
 LW1261.The orthometric height was determined by differential leveling
 LW1261.and adjusted by the National Geodetic Survey in June 1991..
 LW1261
 LW1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1261
 LW1261.The geoid height was determined by GEOID03.
 LW1261
 LW1261.The dynamic height is computed by dividing the NAVD 88
 LW1261.geopotential number by the normal gravity value computed on the
 LW1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1261.degrees latitude (g = 980.6199 gals.).
 LW1261
 LW1261.The modeled gravity was interpolated from observed gravity values.
 LW1261
 LW1261;                    North         East     Units Scale Factor Converg.
 LW1261;SPC RI       -    82,924.493    97,364.621   MT  0.99999384   -0 01 16.2
 LW1261;SPC RI       -   272,061.44    319,437.09   sFT  0.99999384   -0 01 16.2
 LW1261;UTM  19      - 4,633,998.099   289,763.699   MT  1.00014392   -1 41 20.7
 LW1261
 LW1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1261!SPC RI       -   0.99998656  x   0.99999384  =   0.99998040
 LW1261!UTM  19      -   0.99998656  x   1.00014392  =   1.00013048
 LW1261
 LW1261                          SUPERSEDED SURVEY CONTROL
 LW1261
 LW1261  NAD 83(1996)-  41 49 47.92428(N)    071 31 54.20854(W) AD(       ) 2
 LW1261  NAD 83(1992)-  41 49 47.92324(N)    071 31 54.20776(W) AD(       ) 2
 LW1261  NAD 83(1992)-  41 49 47.92307(N)    071 31 54.20787(W) AD(       ) 2
 LW1261  NAD 83(1986)-  41 49 47.92270(N)    071 31 54.20688(W) AD(       ) 2
 LW1261  NGVD 29 (??/??/92)  115.621  (m)          379.33   (f) ADJ UNCH    2 0
 LW1261
 LW1261.Superseded values are not recommended for survey control.
 LW1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1261.See file dsdata.txt to determine how the superseded data were derived.
 LW1261
 LW1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8976433998(NAD 83)
 LW1261_MARKER: DR = REFERENCE MARK DISK
 LW1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1261_STAMPING: CAPWELL NO 2 1968
 LW1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1261+STABILITY: SURFACE MOTION
 LW1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1261+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2005
 LW1261
 LW1261  HISTORY     - Date     Condition        Report By
 LW1261  HISTORY     - 1968     MONUMENTED       CGS
 LW1261  HISTORY     - 1969     GOOD             NGS
 LW1261  HISTORY     - 1987     GOOD             USPSQD
 LW1261  HISTORY     - 1988     GOOD             RIGS
 LW1261  HISTORY     - 19960923 GOOD             USPSQD
 LW1261  HISTORY     - 19991231 GOOD             USPSQD
 LW1261  HISTORY     - 20050103 GOOD             USPSQD
 LW1261
 LW1261                          STATION DESCRIPTION
 LW1261
 LW1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1261'3.3 MI NE FROM NORTH SCITUATE.
 LW1261'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1261'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 2.9 MILES EAST ALONG
 LW1261'U.S. HIGHWAY 6, ACROSS THE HIGHWAY FROM THE LARGE TWO-STORIED
 LW1261'FRAME HOUSE AT NUMBER 2165, 57.2 FEET NORTHWEST OF THE STATION
 LW1261'MARK DESCRIBED, 25 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 LW1261'LANE OF THE HIGHWAY, 4 1/2 FEET WEST OF THE EXTENDED LINE OF THE
 LW1261'EAST FACE OF THE HOUSE, 2 1/2 FEET SOUTHWEST OF A METAL WITNESS
 LW1261'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW1261'POST FLUSH WITH THE GROUND.
 LW1261
 LW1261                          STATION RECOVERY (1987)
 LW1261
 LW1261'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1261'RECOVERED IN GOOD CONDITION.
 LW1261
 LW1261                          STATION RECOVERY (1988)
 LW1261
 LW1261'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988 (GEC)
 LW1261'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW --
 LW1261'THE STATION WAS OCCUPPIED, AND POSITIONED BY AZIMUTH AND DISTANCE
 LW1261'FROM CAPWELL.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LW1261'
 LW1261'THE STATION IS LOCATED ABOUT 3.0 KM (1.8 MI)
 LW1261'WEST OF JOHNSTON ON THE SOUTH SIDE OF HARTFORD PIKE (US 6).
 LW1261'OWNERSHIP--B+B DEVELOPEMENT
 LW1261'
 LW1261'TO REACH THE STATION FROM THE TOWN HALL IN JOHNSTON AT THE
 LW1261'INTERSECTION OF RI HIGHWAY 5 AND US ROUTE 6 GO
 LW1261'WEST FOR 3.0 KM (1.8 MI) ON US 6 TO A POINT JUST BEFORE THE CREST
 LW1261'OF A HILL, AND THE STATION ON THE LEFT.
 LW1261'
 LW1261'THE STATION IS A STANDARD NGS  DISK
 LW1261'STAMPED---CAPWELL NO 2 1968---,
 LW1261'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1261'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 LW1261'10.5 METERS (34.5 FT) SOUTH FROM THE CENTERLINE OF US 6,
 LW1261'9.6 METERS (31.5 FT) EAST-NORTHEAST FROM A 24 INCH DIAMETER WALNUT
 LW1261'TREE,
 LW1261'3.15 METERS (10.25 FT) SOUTHEAST FROM A PARTIALLY BURRIED VERTICAL
 LW1261'SUPPORT NEAR THE EAST END OF A METAL GUARD RAIL,
 LW1261'0.6 METERS (2.0 FT) SOUTHWEST FROM A METAL WITNESS POST.
 LW1261'
 LW1261'THE MARK IS ABOUT LEVEL WITH THE PAVEMENT OF US 6.  DESCRIBED BY
 LW1261'THE RHODE ISLAND GEODETIC SURVEY.
 LW1261
 LW1261                          STATION RECOVERY (1996)
 LW1261
 LW1261'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1261'RECOVERED IN GOOD CONDITION.
 LW1261
 LW1261                          STATION RECOVERY (1999)
 LW1261
 LW1261'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW1261'RECOVERED IN GOOD CONDITION.
 LW1261
 LW1261                          STATION RECOVERY (2005)
 LW1261
 LW1261'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1258 ***********************************************************************
 LW1258  DESIGNATION -  CAPWELL RM 3
 LW1258  PID         -  LW1258
 LW1258  STATE/COUNTY-  RI/PROVIDENCE
 LW1258  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1258
 LW1258                         *CURRENT SURVEY CONTROL
 LW1258  ___________________________________________________________________
 LW1258* NAD 83(1986)-  41 49 47.     (N)    071 31 53.     (W)     SCALED    
 LW1258* NAVD 88     -       115.669  (meters)     379.49   (feet)  ADJUSTED  
 LW1258  ___________________________________________________________________
 LW1258  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW1258  DYNAMIC HT  -         115.630 (meters)     379.36  (feet)  COMP
 LW1258  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LW1258
 LW1258  VERT ORDER  -  SECOND    CLASS 0
 LW1258
 LW1258.The horizontal coordinates were scaled from a topographic map and have
 LW1258.an estimated accuracy of +/- 6 seconds.
 LW1258
 LW1258.The orthometric height was determined by differential leveling
 LW1258.and adjusted by the National Geodetic Survey in June 1991..
 LW1258
 LW1258.The geoid height was determined by GEOID03.
 LW1258
 LW1258.The dynamic height is computed by dividing the NAVD 88
 LW1258.geopotential number by the normal gravity value computed on the
 LW1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1258.degrees latitude (g = 980.6199 gals.).
 LW1258
 LW1258.The modeled gravity was interpolated from observed gravity values.
 LW1258
 LW1258;                    North         East    Units  Estimated Accuracy
 LW1258;SPC RI       -    82,900.       97,390.      MT  (+/- 180 meters Scaled)
 LW1258
 LW1258                          SUPERSEDED SURVEY CONTROL
 LW1258
 LW1258  NGVD 29 (??/??/92)  115.917  (m)          380.30   (f) ADJ UNCH    2 0
 LW1258
 LW1258.Superseded values are not recommended for survey control.
 LW1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1258.See file dsdata.txt to determine how the superseded data were derived.
 LW1258
 LW1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG897339(NAD 83)
 LW1258_MARKER: DR = REFERENCE MARK DISK
 LW1258_SETTING: 80 = SET IN A BOULDER
 LW1258_SP_SET: BOULDER
 LW1258_STAMPING: CAPWELL NO 3 1968
 LW1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1258+STABILITY: SURFACE MOTION
 LW1258
 LW1258  HISTORY     - Date     Condition        Report By
 LW1258  HISTORY     - 1968     MONUMENTED       CGS
 LW1258  HISTORY     - 1969     GOOD             NGS
 LW1258  HISTORY     - 1987     GOOD             USPSQD
 LW1258  HISTORY     - 20050103 MARK NOT FOUND   USPSQD
 LW1258
 LW1258                          STATION DESCRIPTION
 LW1258
 LW1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1258'3.3 MI NE FROM NORTH SCITUATE.
 LW1258'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1258'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 2.9 MILES EAST ALONG
 LW1258'U.S. HIGHWAY 6, 206.6 FEET EAST OF THE STATION MARK DESCRIBED,
 LW1258'SET IN THE TOP OF AN IMBEDDED BOULDER WHICH IS 7 FEET LONG-4 FEET
 LW1258'WIDE AND 2 1/2 FEET HIGH, 54 FEET SOUTHWEST OF THE CENTER OF THE
 LW1258'JUNCTION OF THE HIGHWAY AND BELFIELD DRIVE LEADING NORTH, 40 FEET
 LW1258'SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY
 LW1258'AND ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1258
 LW1258                          STATION RECOVERY (1987)
 LW1258
 LW1258'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1258'RECOVERED IN GOOD CONDITION.
 LW1258
 LW1258                          STATION RECOVERY (2005)
 LW1258
 LW1258'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3035 ***********************************************************************
 LW3035  DESIGNATION -  CARPENTER USE 1909
 LW3035  PID         -  LW3035
 LW3035  STATE/COUNTY-  RI/WASHINGTON
 LW3035  USGS QUAD   -  KINGSTON (1975)
 LW3035
 LW3035                         *CURRENT SURVEY CONTROL
 LW3035  ___________________________________________________________________
 LW3035* NAD 83(1996)-  41 22 29.66977(N)    071 32 46.49521(W)     ADJUSTED  
 LW3035* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW3035  ___________________________________________________________________
 LW3035  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 LW3035  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LW3035
 LW3035  HORZ ORDER  -  THIRD
 LW3035
 LW3035.The horizontal coordinates were established by classical geodetic methods
 LW3035.and adjusted by the National Geodetic Survey in August 1998..
 LW3035
 LW3035.The orthometric height was scaled from a topographic map.
 LW3035
 LW3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3035
 LW3035.The geoid height was determined by GEOID03.
 LW3035
 LW3035;                    North         East     Units Scale Factor Converg.
 LW3035;SPC RI       -    32,382.658    96,131.016   MT  0.99999393   -0 01 50.1
 LW3035;SPC RI       -   106,242.10    315,389.84   sFT  0.99999393   -0 01 50.1
 LW3035;UTM  19      - 4,583,505.305   287,065.616   MT  1.00015803   -1 41 01.2
 LW3035
 LW3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3035!SPC RI       -   1.00000403  x   0.99999393  =   0.99999796
 LW3035!UTM  19      -   1.00000403  x   1.00015803  =   1.00016206
 LW3035
 LW3035:                Primary Azimuth Mark                     Grid Az
 LW3035:SPC RI       -  GARDINER USE 1909                        011 55 43.6
 LW3035:UTM  19      -  GARDINER USE 1909                        013 34 54.7
 LW3035
 LW3035|---------------------------------------------------------------------|
 LW3035| PID    Reference Object                     Distance      Geod. Az  |
 LW3035|                                                           dddmmss.s |
 LW3035| LW3028 GARDINER USE 1909                   APPROX. 0.6 KM 0115353.5 |
 LW3035| LW3036 BROWNING USE 1909                   APPROX. 1.4 KM 2662745.7 |
 LW3035|---------------------------------------------------------------------|
 LW3035
 LW3035                          SUPERSEDED SURVEY CONTROL
 LW3035
 LW3035  NAD 83(1996)-  41 22 29.66869(N)    071 32 46.49416(W) AD(       ) 3
 LW3035  NAD 83(1992)-  41 22 29.66842(N)    071 32 46.49447(W) AD(       ) 3
 LW3035  NAD 83(1992)-  41 22 29.66707(N)    071 32 46.49435(W) AD(       ) 3
 LW3035  NAD 83(1986)-  41 22 29.66673(N)    071 32 46.49414(W) AD(       ) 3
 LW3035  NAD 27      -  41 22 29.30000(N)    071 32 48.27700(W) AD(       ) 3
 LW3035
 LW3035.Superseded values are not recommended for survey control.
 LW3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3035.See file dsdata.txt to determine how the superseded data were derived.
 LW3035
 LW3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8706683505(NAD 83)
 LW3035_MARKER: DD = SURVEY DISK
 LW3035_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW3035_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW3035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3035
 LW3035  HISTORY     - Date     Condition        Report By
 LW3035  HISTORY     - 1909     MONUMENTED       USE
 LW3035  HISTORY     - 1913     GOOD             CGS
 LW3035  HISTORY     - 1934     GOOD             RIGS
 LW3035  HISTORY     - 1934     GOOD             RIGS
 LW3035  HISTORY     - 1934     GOOD             CGS
 LW3035  HISTORY     - 1948     GOOD             CGS
 LW3035  HISTORY     - 1954     GOOD             CGS
 LW3035  HISTORY     - 20010712 MARK NOT FOUND   USPSQD
 LW3035  HISTORY     - 20010807 MARK NOT FOUND   USPSQD
 LW3035
 LW3035                          STATION DESCRIPTION
 LW3035
 LW3035'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3035'STATION IS ON MATOONOC BEACH, ON LEVEL GROUND, 50 METERS E OF THE
 LW3035'MATOONOC BEACH HOUSE AND 30 METERS N OF THE ROAD BACK OF THE
 LW3035'SAND RIDGE.
 LW3035'
 LW3035'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 LW3035'CONCRETE IN THE TOP OF A TILE, AS DESCRIBED IN NOTE 6A, AND HAS
 LW3035'ADDITIONALLY INSCRIBED ON THE DISK ESTABLISHED BY THE CORPS OF
 LW3035'ENGINEERS, U.S.A.
 LW3035'
 LW3035'A REFERENCE MARK, A STANDARD BRONZE DISK SET IN CONCRETE IN
 LW3035'THE TOP OF A TILE, IS 29.67 METERS (97.34 FEET) S OF THE STATION
 LW3035'AND IS IN THE ROAD NEAR ITS N FENCE.
 LW3035
 LW3035                          STATION RECOVERY (1934)
 LW3035
 LW3035'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3035'THE STATION WAS FOUND IN EXCELLENT CONDITION, ABOUT 34 FEET S OF
 LW3035'THE RANGE OF THE S SIDE OF THE MATOONOC BEACH HOUSE, AND ABOUT 147
 LW3035'FEET E OF THE RANGE OF THE E SIDE OF THE SAME BUILDING.
 LW3035'
 LW3035'THE FENCE AT THE N SIDE OF THE ROAD HAS BEEN REMOVED, AND THE
 LW3035'REFERENCE MARK WAS FOUND UPROOTED AND IN SEVERAL PIECES.  THE
 LW3035'DISK WAS MAILED TO WASHINGTON, DECEMBER 31, 1934.
 LW3035
 LW3035                          STATION RECOVERY (1934)
 LW3035
 LW3035'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3035'STATION RECOVERED AS MARKED AND DESCRIBED.  MARKER OF REFERENCE
 LW3035'OUT OF PLACE.
 LW3035'
 LW3035'NOTE--REFERENCE MARK DISK RECEIVED FROM ANDREW BRECKINRIDGE,
 LW3035'CONNECTICUT, DECEMBER 31, 1934.
 LW3035
 LW3035                          STATION RECOVERY (1934)
 LW3035
 LW3035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3035'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 LW3035'REFERENCE MARK HAD BEEN DESTROYED BY WIDENING THE ROAD.  THE TILE
 LW3035'PIPE WITH THE REFERENCE MARK STILL IN IT WAS FOUND IN THE DITCH
 LW3035'ALONG THE SIDE OF THE ROAD.
 LW3035
 LW3035                          STATION RECOVERY (1948)
 LW3035
 LW3035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FBQ)
 LW3035'STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 LW3035'IS NO LONGER ADEQUATE, BECAUSE THE MATUNUCK HOTEL HAS BEEN
 LW3035'REMOVED.  THE STATION IS IN DANGER OF BEING DESTROYED BEING IN
 LW3035'A FIELD NOW USED AS A PARKING LOT.  MATUNUCK IS THE CORRECT
 LW3035'SPELLING OF THE NAME OF THE BEACH.  NEW DESCRIPTION FOLLOWS--
 LW3035'
 LW3035'STATION IS AT MATUNUCK BEACH, ABOUT 1-1/4 MI. W OF THE POINT
 LW3035'JUDITH HARBOR OF REFUGE, IN A FIELD USED AS A PARKING LOT, JUST
 LW3035'N OF CARPENTERS CONCRETE BLOCK BATHHOUSE.  IT IS 34.5 M. N OF
 LW3035'THE OILED DIRT ROAD PARALLELING THE BEACH, AND 10 M. E OF A LINE
 LW3035'OF POWER WIRE POLES ALONG A NARROW DIRT ROAD LEADING N FROM THE
 LW3035'BATHHOUSE.  HIGHER GROUND WITH BUILDINGS LIES TO THE E AND
 LW3035'CARPENTERS STORE IS ABOUT 90 YDS. E AND ON THE S SIDE OF THE
 LW3035'BEACH ROAD.
 LW3035'
 LW3035'STATION IS MARKED BY A BRONZE U.S.C. AND G.S. DISK WITH
 LW3035'ADDITIONAL INSCRIPTION ESTABLISHED BY THE CORPS OF ENGINEERS,
 LW3035'USA.  DISK IS CEMENTED IN A TILE PIPE SLIGHTLY LARGER THAN THE
 LW3035'DISK AND IS FLUSH WITH THE GROUND.
 LW3035'
 LW3035'THERE ARE NO REFERENCE MARKS.
 LW3035
 LW3035                          STATION RECOVERY (1954)
 LW3035
 LW3035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3035'STATION RECOVERED IN GOOD CONDITION.  RECOVERY NOTE OF 1948 BY
 LW3035'F.B.Q. IS ADEQUATE AND COMPLETE.
 LW3035
 LW3035                          STATION RECOVERY (2001)
 LW3035
 LW3035'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3035'MARK NOT FOUND.
 LW3035
 LW3035                          STATION RECOVERY (2001)
 LW3035
 LW3035'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3035'1948 DESCRIPTION ADEQUATE.  DID NOT FIND ON TWO SEARCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2522 ***********************************************************************
 LW2522  DESIGNATION -  CARR
 LW2522  PID         -  LW2522
 LW2522  STATE/COUNTY-  RI/NEWPORT
 LW2522  USGS QUAD   -  WICKFORD (1995)
 LW2522
 LW2522                         *CURRENT SURVEY CONTROL
 LW2522  ___________________________________________________________________
 LW2522* NAD 83(1996)-  41 31 17.03588(N)    071 22 58.76438(W)     ADJUSTED  
 LW2522* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 LW2522  ___________________________________________________________________
 LW2522  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 LW2522  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW2522
 LW2522  HORZ ORDER  -  SECOND
 LW2522
 LW2522.The horizontal coordinates were established by classical geodetic methods
 LW2522.and adjusted by the National Geodetic Survey in August 1998..
 LW2522
 LW2522.The orthometric height was scaled from a topographic map.
 LW2522
 LW2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2522
 LW2522.The geoid height was determined by GEOID03.
 LW2522
 LW2522;                    North         East     Units Scale Factor Converg.
 LW2522;SPC RI       -    48,657.758   109,766.601   MT  0.99999492   +0 04 39.2
 LW2522;SPC RI       -   159,637.99    360,125.92   sFT  0.99999492   +0 04 39.2
 LW2522;UTM  19      - 4,599,381.728   301,167.479   MT  1.00008654   -1 34 48.7
 LW2522
 LW2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2522!SPC RI       -   0.99999926  x   0.99999492  =   0.99999418
 LW2522!UTM  19      -   0.99999926  x   1.00008654  =   1.00008580
 LW2522
 LW2522|---------------------------------------------------------------------|
 LW2522| PID    Reference Object                     Distance      Geod. Az  |
 LW2522|                                                           dddmmss.s |
 LW2522| CB7180 CARR RM 2                            16.176 METERS 08852     |
 LW2522| LW2849 ROSE ISLAND TANK                    APPROX. 4.6 KM 1283137.7 |
 LW2522| LW2470 JAMESTOWN BRIDGE W NAV LIGHT        APPROX. 1.5 KM 2953645.1 |
 LW2522| LW2469 JAMESTOWN BRIDGE WEST BEACON        APPROX. 1.5 KM 2955228.3 |
 LW2522| LW2468 JAMESTOWN BRIDGE E NAV LIGHT        APPROX. 1.3 KM 2974419.1 |
 LW2522| LW2467 JAMESTOWN BRIDGE EAST BEACON        APPROX. 1.3 KM 2980210.3 |
 LW2522| CB7179 CARR RM 1                            11.685 METERS 35716     |
 LW2522|---------------------------------------------------------------------|
 LW2522
 LW2522                          SUPERSEDED SURVEY CONTROL
 LW2522
 LW2522  NAD 83(1996)-  41 31 17.03530(N)    071 22 58.76376(W) AD(       ) 2
 LW2522  NAD 83(1992)-  41 31 17.03431(N)    071 22 58.76365(W) AD(       ) 2
 LW2522  NAD 83(1992)-  41 31 17.03379(N)    071 22 58.76345(W) AD(       ) 2
 LW2522  NAD 83(1986)-  41 31 17.03345(N)    071 22 58.76116(W) AD(       ) 2
 LW2522  NAD 27      -  41 31 16.66527(N)    071 23 00.56546(W) AD(       ) 2
 LW2522
 LW2522.Superseded values are not recommended for survey control.
 LW2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2522.See file dsdata.txt to determine how the superseded data were derived.
 LW2522
 LW2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0116799382(NAD 83)
 LW2522_MARKER: Z = SEE DESCRIPTION
 LW2522_SETTING: 0 = UNSPECIFIED SETTING
 LW2522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2522
 LW2522  HISTORY     - Date     Condition        Report By
 LW2522  HISTORY     - 1940     MONUMENTED       CGS
 LW2522  HISTORY     - 1943     SEE DESCRIPTION  CGS
 LW2522  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2522
 LW2522                          STATION DESCRIPTION
 LW2522
 LW2522'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2522'STATION IS LOCATED IN THE CENTRAL PART OF CONANICUT ISLAND, ON
 LW2522'A HIGH HILL ABOUT 3/4 MILE SE OF THE E APPROACH TO THE NEW
 LW2522'JAMESTOWN BRIDGE, ON THE EXTREME SW CORNER OF THE FARM OF JOHN
 LW2522'A. CARR, SAID CORNER BEING THE INTERSECTION OF TWO STONE
 LW2522'FENCES.  TO THE S OF THE E-W FENCE IS THE WATSON FARM AND TO THE
 LW2522'E OF THE N-S FENCE IS THE HAZARD FARM.  STATION IS ABOUT 400
 LW2522'YARDS SW OF THE CARR FARMHOUSE WHICH STANDS ON ABOUT THE
 LW2522'HIGHEST GROUND OF THE HILL ABOUT 200 YARDS S OF STATE HIGHWAY
 LW2522'138 LEADING TO THE E APPROACH TO THE BRIDGE.  IT IS
 LW2522'STAMPED CARR 1940.
 LW2522'
 LW2522'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 LW2522'
 LW2522'REFERENCE MARK 1 IS 2 FEET E OF THE N-S FENCE, ABOUT 40 FEET
 LW2522'N OF THE FENCE CORNER, AND IS STAMPED CARR NO 1 1940.
 LW2522'
 LW2522'REFERENCE MARK 2 IS 2 FEET N OF THE E-W FENCE, ABOUT 55 FEET
 LW2522'E OF THE FENCE CORNER.
 LW2522'
 LW2522'ROSE ISLAND TANK OR GOULD ISLAND TANK MAKE GOOD AZIMUTH MARKS.
 LW2522'
 LW2522'A 4-FOOT STAND USED.
 LW2522
 LW2522                          STATION RECOVERY (1943)
 LW2522
 LW2522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2522'STATION WAS RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 LW2522'
 LW2522'REFERENCE MARK 2 IS STAMPED CARR NO 2 1940.
 LW2522
 LW2522                          STATION RECOVERY (1956)
 LW2522
 LW2522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2522'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LW2522'CONDITION.  DISTANCES TO THE REFERENCE MARKS WERE MEASURED AND
 LW2522'FOUND TO BE CORRECT.  DUE TO CHANGES IN THE VICINITY A NEW
 LW2522'DESCRIPTION FOLLOWS--
 LW2522'
 LW2522'LOCATED NEAR THE S END OF THE TOP OF A HIGH HILL IN THE CENTRAL
 LW2522'PART OF CONANICUT ISLAND, ON THE PROPERTY OF JOHN A. CARR, AT
 LW2522'HIS SW CORNER AND IN BACK OF THE HOUSE OF MR. MADDALENA OF GALLEY
 LW2522'STREET, 1,600 FT. S OF ELDRIDGE STREET, 160 FT. E OF GALLEY
 LW2522'STREET, 3.5 FT. E OF A N-S ROCK FENCE AND 3.5 FT. N OF AN E-W ROCK
 LW2522'FENCE.  IT IS A STANDARD DISK, STAMPED CARR 1940 SET IN
 LW2522'THE TOP OF A 12-IN. SQUARE CONCRETE MONUMENT WHICH IS
 LW2522'FLUSH WITH THE GROUND.
 LW2522'
 LW2522'REFERENCE MARK 1 IS N OF THE STATION AND 3.5 FT. E OF THE CENTER
 LW2522'OF THE N-S FENCE.  IT IS A STANDARD DISK, STAMPED CARR NO 1 1940
 LW2522'SET IN THE TOP OF A 12-IN. SQUARE CONCRETE MONUMENT FLUSH WITH
 LW2522'THE GROUND.
 LW2522'
 LW2522'REFERENCE MARK 2 IS W OF THE STATION AND 3.5 FT. N OF THE
 LW2522'CENTER OF THE E-W FENCE.  IT IS A STANDARD DISK, STAMPED CARR
 LW2522'NO 2 1940 SET IN THE TOP OF A 12-IN. SQUARE CONCRETE MONUMENT
 LW2522'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2429 ***********************************************************************
 LW2429  DESIGNATION -  CARR 1913
 LW2429  PID         -  LW2429
 LW2429  STATE/COUNTY-  RI/NEWPORT
 LW2429  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2429
 LW2429                         *CURRENT SURVEY CONTROL
 LW2429  ___________________________________________________________________
 LW2429* NAD 83(1996)-  41 34 16.30886(N)    071 17 39.43379(W)     ADJUSTED  
 LW2429* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LW2429  ___________________________________________________________________
 LW2429  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 LW2429  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2429
 LW2429  HORZ ORDER  -  THIRD
 LW2429
 LW2429.The horizontal coordinates were established by classical geodetic methods
 LW2429.and adjusted by the National Geodetic Survey in August 1998..
 LW2429
 LW2429.The orthometric height was scaled from a topographic map.
 LW2429
 LW2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2429
 LW2429.The geoid height was determined by GEOID03.
 LW2429
 LW2429;                    North         East     Units Scale Factor Converg.
 LW2429;SPC RI       -    54,202.344   117,157.306   MT  0.99999737   +0 08 11.4
 LW2429;SPC RI       -   177,828.86    384,373.59   sFT  0.99999737   +0 08 11.4
 LW2429;UTM  19      - 4,604,710.466   308,716.110   MT  1.00005029   -1 31 22.2
 LW2429
 LW2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2429!SPC RI       -   1.00000441  x   0.99999737  =   1.00000178
 LW2429!UTM  19      -   1.00000441  x   1.00005029  =   1.00005470
 LW2429
 LW2429                          SUPERSEDED SURVEY CONTROL
 LW2429
 LW2429  NAD 83(1996)-  41 34 16.30849(N)    071 17 39.43343(W) AD(       ) 3
 LW2429  NAD 83(1992)-  41 34 16.30723(N)    071 17 39.43298(W) AD(       ) 3
 LW2429  NAD 83(1992)-  41 34 16.30674(N)    071 17 39.43270(W) AD(       ) 3
 LW2429  NAD 83(1986)-  41 34 16.30698(N)    071 17 39.43092(W) AD(       ) 3
 LW2429  NAD 27      -  41 34 15.94300(N)    071 17 41.25200(W) AD(       ) 3
 LW2429
 LW2429.Superseded values are not recommended for survey control.
 LW2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2429.See file dsdata.txt to determine how the superseded data were derived.
 LW2429
 LW2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0871604710(NAD 83)
 LW2429_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2429+STABILITY: SURFACE MOTION
 LW2429
 LW2429  HISTORY     - Date     Condition        Report By
 LW2429  HISTORY     - 1913     MONUMENTED       CGS
 LW2429  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LW2429  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2429  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2429  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2429  HISTORY     - 19951119 MARK NOT FOUND   USPSQD
 LW2429
 LW2429                          STATION DESCRIPTION
 LW2429
 LW2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2429'STATION IS ON CARRS POINT ON THE W SHORE OF THE ISLAND OF RHODE
 LW2429'ISLAND, ABOUT 1-1/4 MILES S OF COGGESHALL POINT.  THE STATION IS
 LW2429'ON TOP OF THE NARROW BANK, JUST OUTSIDE OF A WIRE FENCE, AND IS
 LW2429'MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED IN
 LW2429'NOTE 1A, THE SUBSURFACE MARK IS A CONCRETE BLOCK 2 FEET BELOW THE
 LW2429'GROUND, INSCRIBED WITH A TRIANGLE AND THE LEGEND 1913-C. AND
 LW2429'G.S.
 LW2429
 LW2429                          STATION RECOVERY (1932)
 LW2429
 LW2429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2429'THE SURFACE MARK HAS BEEN WASHED OUT.  THE UNDERGROUND MARK IS NOW
 LW2429'EXPOSED.  IT WILL PROBABLY BE WASHED OUT IN A FEW MONTHS AS THE
 LW2429'BANK IS ERODING RAPIDLY.
 LW2429
 LW2429                          STATION RECOVERY (1934)
 LW2429
 LW2429'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2429'STATION FOUND BY THE GENERAL DESCRIPTION.  THE WIRE FENCE AS
 LW2429'DESCRIBED HAS BEEN REMOVED.  THE SURFACE MARK HAS DISAPPEARED,
 LW2429'THE SHORE BANK HAS CAVED EXPOSING THE SUBSURFACE MARK.  THE
 LW2429'CONCRETE BLOCK SUBSURFACE MARK IS EXPOSED, IT SEEMS TO BE OUT OF
 LW2429'PLUMB.  ALTOGETHER THIS STATION SHOULD BE RE-LOCATED ON THE
 LW2429'HIGHER LAND TO THE E OF THE RAILROAD.  THE SAME CONDITIONS OF
 LW2429'INTERVISIBILITY CAN BE MAINTAINED.
 LW2429
 LW2429                          STATION RECOVERY (1934)
 LW2429
 LW2429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2429'STATION IS ON CARR POINT, ON THE W SHORE OF THE ISLAND OF RHODE
 LW2429'ISLAND, ABOUT 1-1/4 MILES OF COGGESHALL.  THE ORIGINAL SURFACE
 LW2429'MARK, AS DESCRIBED IN NOTE 1A, HAS BEEN WASHED AWAY.  THE
 LW2429'SUBSURFACE MARK STILL REMAINS BUT DUE TO A CHANGE AT THIS POINT IT
 LW2429'WILL PROBABLY BE WASHED AWAY WITHIN A YEAR OR SO.  THE
 LW2429'CONCRETE BLOCK IS INSCRIBED WITH A TRIANGLE AND THE LEGEND 1913 -
 LW2429'C. AND G.S.
 LW2429
 LW2429                          STATION RECOVERY (1935)
 LW2429
 LW2429'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2429'STATION AND WIRE FENCE HAVE BEEN WASHED OUT.  THE CONCRETE BLOCK,
 LW2429'8 BY 8 INCHES BY 12 INCHES, DESCRIBED AS THE SUBSURFACE MARK WAS
 LW2429'FOUND ON THE SHORE.
 LW2429
 LW2429                          STATION RECOVERY (1995)
 LW2429
 LW2429'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW2429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2994 ***********************************************************************
 LW2994  DESIGNATION -  CARR USE
 LW2994  PID         -  LW2994
 LW2994  STATE/COUNTY-  RI/WASHINGTON
 LW2994  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2994
 LW2994                         *CURRENT SURVEY CONTROL
 LW2994  ___________________________________________________________________
 LW2994* NAD 83(1996)-  41 24 52.01786(N)    071 29 50.56998(W)     ADJUSTED  
 LW2994* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2994  ___________________________________________________________________
 LW2994  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 LW2994  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW2994
 LW2994  HORZ ORDER  -  THIRD
 LW2994
 LW2994.The horizontal coordinates were established by classical geodetic methods
 LW2994.and adjusted by the National Geodetic Survey in August 1998..
 LW2994
 LW2994.The orthometric height was scaled from a topographic map.
 LW2994
 LW2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2994
 LW2994.The geoid height was determined by GEOID03.
 LW2994
 LW2994;                    North         East     Units Scale Factor Converg.
 LW2994;SPC RI       -    36,773.101   100,219.000   MT  0.99999375   +0 00 06.2
 LW2994;SPC RI       -   120,646.42    328,801.84   sFT  0.99999375   +0 00 06.2
 LW2994;UTM  19      - 4,587,776.600   291,279.247   MT  1.00013616   -1 39 09.4
 LW2994
 LW2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2994!SPC RI       -   1.00000480  x   0.99999375  =   0.99999855
 LW2994!UTM  19      -   1.00000480  x   1.00013616  =   1.00014096
 LW2994
 LW2994:                Primary Azimuth Mark                     Grid Az
 LW2994:SPC RI       -  KENYON NORTH USE 1909                    158 11 50.5
 LW2994:UTM  19      -  KENYON NORTH USE 1909                    159 51 06.1
 LW2994
 LW2994|---------------------------------------------------------------------|
 LW2994| PID    Reference Object                     Distance      Geod. Az  |
 LW2994|                                                           dddmmss.s |
 LW2994| LW2976 KENYON NORTH USE 1909               APPROX. 2.1 KM 1581156.7 |
 LW2994|---------------------------------------------------------------------|
 LW2994
 LW2994                          SUPERSEDED SURVEY CONTROL
 LW2994
 LW2994  NAD 83(1996)-  41 24 52.01697(N)    071 29 50.56899(W) AD(       ) 3
 LW2994  NAD 83(1992)-  41 24 52.01645(N)    071 29 50.56928(W) AD(       ) 3
 LW2994  NAD 83(1992)-  41 24 52.01535(N)    071 29 50.56914(W) AD(       ) 3
 LW2994  NAD 83(1986)-  41 24 52.01494(N)    071 29 50.56869(W) AD(       ) 3
 LW2994  NAD 27      -  41 24 51.66500(N)    071 29 52.34300(W) AD(       ) 3
 LW2994
 LW2994.Superseded values are not recommended for survey control.
 LW2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2994.See file dsdata.txt to determine how the superseded data were derived.
 LW2994
 LW2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9127987777(NAD 83)
 LW2994
 LW2994  HISTORY     - Date     Condition        Report By
 LW2994  HISTORY     - UNK      MONUMENTED
 LW2994  HISTORY     - 1913     MARK NOT FOUND   CGS
 LW2994  HISTORY     - 1949     MARK NOT FOUND   CGS
 LW2994
 LW2994                          STATION DESCRIPTION
 LW2994
 LW2994'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW2994'REPORTED DESTROYED IN 1913.
 LW2994
 LW2994                          STATION RECOVERY (1949)
 LW2994
 LW2994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 LW2994'NO DESCRIPTION WAS AVAILABLE.  STATION REPORTED LOST IN 1913.  A
 LW2994'SEARCH OF GEOGRAPHIC POSITION WAS MADE AND STATION WAS NOT FOUND.
 LW2994'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3021 ***********************************************************************
 LW3021  DESIGNATION -  CASHMAN USE 1909
 LW3021  PID         -  LW3021
 LW3021  STATE/COUNTY-  RI/WASHINGTON
 LW3021  USGS QUAD   -  KINGSTON (1975)
 LW3021
 LW3021                         *CURRENT SURVEY CONTROL
 LW3021  ___________________________________________________________________
 LW3021* NAD 83(1996)-  41 22 59.99703(N)    071 34 44.57481(W)     ADJUSTED  
 LW3021* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 LW3021  ___________________________________________________________________
 LW3021  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 LW3021  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW3021
 LW3021  HORZ ORDER  -  THIRD
 LW3021
 LW3021.The horizontal coordinates were established by classical geodetic methods
 LW3021.and adjusted by the National Geodetic Survey in August 1998..
 LW3021
 LW3021.The orthometric height was scaled from a topographic map.
 LW3021
 LW3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3021
 LW3021.The geoid height was determined by GEOID03.
 LW3021
 LW3021;                    North         East     Units Scale Factor Converg.
 LW3021;SPC RI       -    33,320.242    93,387.957   MT  0.99999429   -0 03 08.1
 LW3021;SPC RI       -   109,318.16    306,390.32   sFT  0.99999429   -0 03 08.1
 LW3021;UTM  19      - 4,584,521.811   284,350.285   MT  1.00017235   -1 42 20.3
 LW3021
 LW3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3021!SPC RI       -   1.00000325  x   0.99999429  =   0.99999754
 LW3021!UTM  19      -   1.00000325  x   1.00017235  =   1.00017560
 LW3021
 LW3021:                Primary Azimuth Mark                     Grid Az
 LW3021:SPC RI       -  WEEDEN                                   089 08 55.0
 LW3021:UTM  19      -  WEEDEN                                   090 48 07.2
 LW3021
 LW3021|---------------------------------------------------------------------|
 LW3021| PID    Reference Object                     Distance      Geod. Az  |
 LW3021|                                                           dddmmss.s |
 LW3021| LW3026 WEEDEN                              APPROX. 2.1 KM 0890546.9 |
 LW3021|---------------------------------------------------------------------|
 LW3021
 LW3021                          SUPERSEDED SURVEY CONTROL
 LW3021
 LW3021  NAD 83(1996)-  41 22 59.99590(N)    071 34 44.57388(W) AD(       ) 3
 LW3021  NAD 83(1992)-  41 22 59.99567(N)    071 34 44.57405(W) AD(       ) 3
 LW3021  NAD 83(1992)-  41 22 59.99432(N)    071 34 44.57408(W) AD(       ) 3
 LW3021  NAD 83(1986)-  41 22 59.99413(N)    071 34 44.57395(W) AD(       ) 3
 LW3021  NAD 27      -  41 22 59.62900(N)    071 34 46.35200(W) AD(       ) 3
 LW3021
 LW3021.Superseded values are not recommended for survey control.
 LW3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3021.See file dsdata.txt to determine how the superseded data were derived.
 LW3021
 LW3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8435084522(NAD 83)
 LW3021_MARKER: DD = SURVEY DISK
 LW3021_SETTING: 0 = UNSPECIFIED SETTING
 LW3021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3021
 LW3021  HISTORY     - Date     Condition        Report By
 LW3021  HISTORY     - 1909     MONUMENTED       USE
 LW3021  HISTORY     - 1913     GOOD             CGS
 LW3021  HISTORY     - 1934     GOOD             CGS
 LW3021  HISTORY     - 1935     GOOD             RIGS
 LW3021  HISTORY     - 1954     GOOD             CGS
 LW3021  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 LW3021
 LW3021                          STATION DESCRIPTION
 LW3021
 LW3021'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3021'STATION IS ABOUT 1-1/4 MILES SW OF PERRYVILLE AND ABOUT 150
 LW3021'METERS S OF THE HIGHWAY FROM CHARLESTOWN TO MATOONOC BEACH.  THE
 LW3021'STATION IS IN THE NE CORNER OF A FIELD BELONGING TO
 LW3021'THOMAS CASHMAN AND IS 125 METERS E OF HIS HOUSE.  IT IS MARKED
 LW3021'BY A STANDARD BRONZE DISK BEARING THE ADDED INSCRIPTION
 LW3021'ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A., SET IN A DRILL
 LW3021'HOLE IN THE TOP OF A STONE POST, 7 BY 9 INCHES, PROJECTING 9
 LW3021'INCHES ABOVE THE GROUND.  THE TOP AND BOTTOM OF THE POST ARE
 LW3021'EMBEDDED IN CONCRETE.  A REFERENCE MARK, A STANDARD BRONZE
 LW3021'DISK SET IN CONCRETE IN THE TOP OF A TILE WHICH IS EMBEDDED IN
 LW3021'THE GROUND, IS 10.83 METERS (35.53 FEET) W BY N FROM THE
 LW3021'STATION.
 LW3021
 LW3021                          STATION RECOVERY (1934)
 LW3021
 LW3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3021'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 LW3021'HIGHWAY FROM CHARLESTOWN TO MATOONOC BEACH HAS BEEN CHANGED AND
 LW3021'NOW PASSES WITHIN A FEW METERS OF THE STATION.
 LW3021
 LW3021                          STATION RECOVERY (1935)
 LW3021
 LW3021'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW3021'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT
 LW3021'CONDITION, AND MARKED AS DESCRIBED.
 LW3021'
 LW3021'THE FIELD NOW BELONGS TO CHARLES T. CASHMAN, SON OF THOMAS
 LW3021'CASHMAN, DECEASED.  HIS HOUSE IS ON THE N SIDE OF THE ROAD.
 LW3021'
 LW3021'INSTEAD OF 150 METERS S OF THE HIGHWAY FROM CHARLESTOWN TO
 LW3021'MATOONOC BEACH, THE DESCRIPTION SHOULD READ ABOUT 1-1/2 METERS
 LW3021'S OF THE S FENCE BOUNDING THE DIRT ROAD WHICH PASSES THE HOUSE
 LW3021'OF CHARLES T. CASHMAN AND WHICH PARALLELS THE SHORE AND IS ABOUT 1
 LW3021'MILE N OF THE SHORE.
 LW3021'
 LW3021'THE STATION IS ABOUT 0.3 MILE W OF THE ROAD LEADING FROM
 LW3021'PERRYVILLE S TO MOONSTONE AND CARPENTER BEACHES, AND ABOUT
 LW3021'1-1/2 METERS W OF AN OLD STONE WALL DIVIDING TWO FIELDS.
 LW3021
 LW3021                          STATION RECOVERY (1954)
 LW3021
 LW3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3021'STATION RECOVERED IN GOOD CONDITION.  THE 1934 RECOVERY NOTE BY
 LW3021'G.C.M. IS ADEQUATE AND COMPLETE, EXCEPT THAT THE REFERENCE MARK
 LW3021'HAS BEEN DESTROYED BY ROAD CONSTRUCTION.
 LW3021
 LW3021                          STATION RECOVERY (1984)
 LW3021
 LW3021'RECOVERY NOTE BY US POWER SQUADRON 1984 (FW)
 LW3021'NOTE.  HAD DIFFICULTY FINDING STATION.  SUGGEST NEW DIRECTIONS
 LW3021'AS FOLLOWS.  FROM THE CHARESTOWN POST OFFICE.  WEST THEN SOUTHWEST
 LW3021'1.056 MILES TO SCHOOLHOUSE ROAD ON LEFT.  TURN ON SCHOOLHOUSE
 LW3021'ROAD GOING EAST FOR 3 MILES TO A FARM HOUSE ON THE NORTH SIDE OF
 LW3021'ROAD.  BOTH CASHMAN BROTHERS ARE NOW DECEASED AND THE HOUSE
 LW3021'IS OCCUPIED BY A DAUGHTER MRS. LLOYD WHITFORD.  THE STATION
 LW3021'IS 125 METERS EAST OF THE HOUSE IN THE CORNER OF A FIELD
 LW3021'BELONGING TO THE WHITFORDS.  THE STONE POST WITH THE DRILL HOLE
 LW3021'IS STILL THERE BUT THE MARKER HAS BEEN DESTROYED.  THE
 LW3021'REFERENCE MARK WAS PLOWED UP SOME YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2893 ***********************************************************************
 LW2893  DESIGNATION -  CASTLE HILL E 4
 LW2893  PID         -  LW2893
 LW2893  STATE/COUNTY-  RI/NEWPORT
 LW2893  USGS QUAD   -  NEWPORT (1975)
 LW2893
 LW2893                         *CURRENT SURVEY CONTROL
 LW2893  ___________________________________________________________________
 LW2893* NAD 83(1996)-  41 27 41.56446(N)    071 21 44.56265(W)     ADJUSTED  
 LW2893* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW2893  ___________________________________________________________________
 LW2893  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 LW2893  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW2893
 LW2893  HORZ ORDER  -  SECOND
 LW2893
 LW2893.The horizontal coordinates were established by classical geodetic methods
 LW2893.and adjusted by the National Geodetic Survey in August 1998..
 LW2893
 LW2893.The orthometric height was scaled from a topographic map.
 LW2893
 LW2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2893
 LW2893.The geoid height was determined by GEOID03.
 LW2893
 LW2893;                    North         East     Units Scale Factor Converg.
 LW2893;SPC RI       -    42,012.833   111,497.591   MT  0.99999538   +0 05 28.0
 LW2893;SPC RI       -   137,837.10    365,805.01   sFT  0.99999538   +0 05 28.0
 LW2893;UTM  19      - 4,592,688.947   302,705.760   MT  1.00007905   -1 33 52.8
 LW2893
 LW2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2893!SPC RI       -   1.00000335  x   0.99999538  =   0.99999873
 LW2893!UTM  19      -   1.00000335  x   1.00007905  =   1.00008240
 LW2893
 LW2893:                Primary Azimuth Mark                     Grid Az
 LW2893:SPC RI       -  BULL POINT CUPOLA                        015 09 44.1
 LW2893:UTM  19      -  BULL POINT CUPOLA                        016 49 04.9
 LW2893
 LW2893|---------------------------------------------------------------------|
 LW2893| PID    Reference Object                     Distance      Geod. Az  |
 LW2893|                                                           dddmmss.s |
 LW2893| LW2880 BULL POINT CUPOLA                   APPROX. 2.1 KM 0151512.1 |
 LW2893| CB7181 CASTLE HILL E 4 RM 1                 22.300 METERS 14549     |
 LW2893| LW2846 TOWER 9                             APPROX. 1.5 KM 1455220.9 |
 LW2893| LW2865 WEST TOWER                          APPROX. 1.2 KM 1541228.1 |
 LW2893| CB7182 CASTLE HILL E 4 RM 2                 20.435 METERS 22412     |
 LW2893| LW2982 BEAVERTAIL LIGHTHOUSE               APPROX. 3.4 KM 2462356.7 |
 LW2893| LW2892 CASTLE HILL LIGHTHOUSE               79.056 METERS 32624     |
 LW2893| LW2995 CUPOLA                              APPROX. 1.9 KM 3264244.1 |
 LW2893|---------------------------------------------------------------------|
 LW2893
 LW2893                          SUPERSEDED SURVEY CONTROL
 LW2893
 LW2893  NAD 83(1996)-  41 27 41.56398(N)    071 21 44.56177(W) AD(       ) 2
 LW2893  NAD 83(1992)-  41 27 41.56291(N)    071 21 44.56202(W) AD(       ) 2
 LW2893  NAD 83(1992)-  41 27 41.56227(N)    071 21 44.56159(W) AD(       ) 2
 LW2893  NAD 83(1986)-  41 27 41.56254(N)    071 21 44.55952(W) AD(       ) 2
 LW2893  NAD 27      -  41 27 41.19024(N)    071 21 46.36678(W) AD(       ) 2
 LW2893
 LW2893.Superseded values are not recommended for survey control.
 LW2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2893.See file dsdata.txt to determine how the superseded data were derived.
 LW2893
 LW2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0270692689(NAD 83)
 LW2893_MARKER: DD = SURVEY DISK
 LW2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2893_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2893+STABILITY: SURFACE MOTION
 LW2893
 LW2893  HISTORY     - Date     Condition        Report By
 LW2893  HISTORY     - 1940     MONUMENTED       USE
 LW2893  HISTORY     - 1962     GOOD             CGS
 LW2893
 LW2893                          STATION DESCRIPTION
 LW2893
 LW2893'DESCRIBED BY US ENGINEERS 1940 (PLB)
 LW2893'THE STATION IS ON THE HIGHEST PART OF THE HILL 252.5 FEET SLOPE
 LW2893'DISTANCE SOUTHEAST OF THE CASTLE HILL LIGHTHOUSE WHICH IS ON THE
 LW2893'EAST ENTRANCE OF THE EAST PASSAGE OF NARRAGANSETT BAY AT THE
 LW2893'WESTERN TIP OF NEWPORT NECK.  THE MARK PROJECTS ABOUT 3 INCHES
 LW2893'ABOVE THE GROUND AND IS STAMPED CASTLE HILL (USE) E 4 1940.
 LW2893'
 LW2893'REFERENCE MARK NO. 1 IS 73.16 FEET, 22.300 METERS, HORIZONTAL
 LW2893'DISTANCE, SOUTHEAST OF THE STATION AND ABOUT 3 FEET LOWER.  THE
 LW2893'MARK, IS STAMPED CASTLE HILL (USE).
 LW2893'
 LW2893'REFERENCE MARK NO. 2 IS 67.04 FEET, 20.435 METERS, HORIZONTAL
 LW2893'DISTANCE, SOUTHWEST OF THE STATION AND ABOUT 3 FEET LOWER.  THE
 LW2893'MARK, IS STAMPED CASTLE HILL USE E 4 NO 2 1940.
 LW2893'
 LW2893'THE AZIMUTH MARK IS THE BEAVERTAIL LIGHTHOUSE WHICH IS ON THE
 LW2893'SOUTH END OF CONANICUT ISLAND ABOUT 2 MILES WEST-SOUTHWEST OF THE
 LW2893'STATION.  THE FINIAL ON TOP THE LIGHT WAS OBSERVED UPON.
 LW2893'
 LW2893'HEIGHT OF LIGHT ABOVE STATION MARK 9 METERS.
 LW2893
 LW2893                          STATION RECOVERY (1962)
 LW2893
 LW2893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 LW2893'THE STATION MARK AND REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 LW2893'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 LW2893'WERE VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2892 ***********************************************************************
 LW2892  DESIGNATION -  CASTLE HILL LIGHTHOUSE
 LW2892  PID         -  LW2892
 LW2892  STATE/COUNTY-  RI/NEWPORT
 LW2892  USGS QUAD   -  NEWPORT (1975)
 LW2892
 LW2892                         *CURRENT SURVEY CONTROL
 LW2892  ___________________________________________________________________
 LW2892* NAD 83(1996)-  41 27 43.69886(N)    071 21 46.44775(W)     ADJUSTED  
 LW2892* NAVD 88     -                                                        
 LW2892  ___________________________________________________________________
 LW2892  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LW2892  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW2892
 LW2892  HORZ ORDER  -  THIRD
 LW2892
 LW2892.The horizontal coordinates were established by classical geodetic methods
 LW2892.and adjusted by the National Geodetic Survey in August 1998..
 LW2892
 LW2892
 LW2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2892
 LW2892.The geoid height was determined by GEOID03.
 LW2892
 LW2892;                    North         East     Units Scale Factor Converg.
 LW2892;SPC RI       -    42,078.611   111,453.739   MT  0.99999536   +0 05 26.8
 LW2892;SPC RI       -   138,052.91    365,661.14   sFT  0.99999536   +0 05 26.8
 LW2892;UTM  19      - 4,592,755.971   302,663.824   MT  1.00007925   -1 33 54.1
 LW2892
 LW2892                          SUPERSEDED SURVEY CONTROL
 LW2892
 LW2892  NAD 83(1996)-  41 27 43.69837(N)    071 21 46.44687(W) AD(       ) 4
 LW2892  NAD 83(1992)-  41 27 43.69730(N)    071 21 46.44711(W) AD(       ) 4
 LW2892  NAD 83(1992)-  41 27 43.69666(N)    071 21 46.44669(W) AD(       ) 4
 LW2892  NAD 83(1986)-  41 27 43.69689(N)    071 21 46.44464(W) AD(       ) 4
 LW2892  NAD 27      -  41 27 43.32900(N)    071 21 48.24900(W) AD(       ) 3
 LW2892
 LW2892.Superseded values are not recommended for survey control.
 LW2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2892.See file dsdata.txt to determine how the superseded data were derived.
 LW2892
 LW2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0266492756(NAD 83)
 LW2892_MARKER: 13 = LIGHTHOUSE
 LW2892_SETTING: 0 = UNSPECIFIED SETTING
 LW2892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2892+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003
 LW2892
 LW2892  HISTORY     - Date     Condition        Report By
 LW2892  HISTORY     - 1897     FIRST OBSERVED   CGS
 LW2892  HISTORY     - 1935     GOOD             RIGS
 LW2892  HISTORY     - 1940     GOOD             CGS
 LW2892  HISTORY     - 1962     GOOD             CGS
 LW2892  HISTORY     - 20030130 GOOD             USPSQD
 LW2892
 LW2892                          STATION DESCRIPTION
 LW2892
 LW2892'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2892'THE LIGHTHOUSE IS A WHITE PAINTED STONE TOWER SHAPED LIKE THE
 LW2892'FRUSTRUM OF A CONE WITH A LANTERN ON TOP.
 LW2892'
 LW2892'IT STANDS AT THE EDGE OF THE BLUFF AT THE EXTREME WESTERNMOST END
 LW2892'OF NEWPORT NECK.
 LW2892
 LW2892                          STATION RECOVERY (1940)
 LW2892
 LW2892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2892'THE LIGHTHOUSE IS ON THE EAST SIDE OF THE ENTRANCE TO NARRAGANSETT
 LW2892'BAY.  IT IS A CONICAL GRANITE TOWER AND THE UPPER HALF IS PAINTED
 LW2892'WHITE.  THE FINIAL ON TOP THE LIGHTHOUSE WAS OBSERVED UPON AND IS
 LW2892'ABOUT 45 FEET ABOVE THE WATER.
 LW2892'
 LW2892'THIS IS AN INTERSECTION STATION.
 LW2892
 LW2892                          STATION RECOVERY (1962)
 LW2892
 LW2892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW2892'STATION RECOVERED IN VERY GOOD CONDITION.
 LW2892
 LW2892                          STATION RECOVERY (2003)
 LW2892
 LW2892'RECOVERY NOTE BY US POWER SQUADRON 2003 (KJM)
 LW2892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2304 ***********************************************************************
 LW2304  DESIGNATION -  CASTLE ISLAND BEACON
 LW2304  PID         -  LW2304
 LW2304  STATE/COUNTY-  RI/BRISTOL
 LW2304  USGS QUAD   -  BRISTOL (1975)
 LW2304
 LW2304                         *CURRENT SURVEY CONTROL
 LW2304  ___________________________________________________________________
 LW2304* NAD 83(1996)-  41 39 13.79608(N)    071 17 10.43898(W)     ADJUSTED  
 LW2304* NAVD 88     -                                                        
 LW2304  ___________________________________________________________________
 LW2304  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 LW2304  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW2304
 LW2304  HORZ ORDER  -  THIRD
 LW2304
 LW2304.The horizontal coordinates were established by classical geodetic methods
 LW2304.and adjusted by the National Geodetic Survey in August 1998..
 LW2304
 LW2304
 LW2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2304
 LW2304.The geoid height was determined by GEOID03.
 LW2304
 LW2304;                    North         East     Units Scale Factor Converg.
 LW2304;SPC RI       -    63,381.884   117,806.312   MT  0.99999765   +0 08 31.5
 LW2304;SPC RI       -   207,945.40    386,502.88   sFT  0.99999765   +0 08 31.5
 LW2304;UTM  19      - 4,613,867.805   309,630.917   MT  1.00004599   -1 31 11.8
 LW2304
 LW2304                          SUPERSEDED SURVEY CONTROL
 LW2304
 LW2304  NAD 83(1996)-  41 39 13.79586(N)    071 17 10.43894(W) AD(       ) 4
 LW2304  NAD 83(1992)-  41 39 13.79439(N)    071 17 10.43793(W) AD(       ) 4
 LW2304  NAD 83(1992)-  41 39 13.79400(N)    071 17 10.43795(W) AD(       ) 4
 LW2304  NAD 83(1986)-  41 39 13.79457(N)    071 17 10.43666(W) AD(       ) 4
 LW2304  NAD 27      -  41 39 13.41800(N)    071 17 12.26500(W) AD(       ) 3
 LW2304
 LW2304.Superseded values are not recommended for survey control.
 LW2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2304.See file dsdata.txt to determine how the superseded data were derived.
 LW2304
 LW2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0963113868(NAD 83)
 LW2304
 LW2304  HISTORY     - Date     Condition        Report By
 LW2304  HISTORY     - UNK      MONUMENTED
 LW2304  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2304
 LW2304                          STATION DESCRIPTION
 LW2304
 LW2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2304'STATION DESTROYED.  ACCORDING TO THE LIGHT LIST THE PRESENT
 LW2304'LIGHT WAS BUILT IN 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2305 ***********************************************************************
 LW2305  DESIGNATION -  CASTLE ISLAND LIGHT
 LW2305  PID         -  LW2305
 LW2305  STATE/COUNTY-  RI/BRISTOL
 LW2305  USGS QUAD   -  BRISTOL (1975)
 LW2305
 LW2305                         *CURRENT SURVEY CONTROL
 LW2305  ___________________________________________________________________
 LW2305* NAD 83(1996)-  41 39 13.79488(N)    071 17 10.44331(W)     ADJUSTED  
 LW2305* NAVD 88     -                                                        
 LW2305  ___________________________________________________________________
 LW2305  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 LW2305  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW2305
 LW2305  HORZ ORDER  -  THIRD
 LW2305
 LW2305.The horizontal coordinates were established by classical geodetic methods
 LW2305.and adjusted by the National Geodetic Survey in August 1998..
 LW2305
 LW2305
 LW2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2305
 LW2305.The geoid height was determined by GEOID03.
 LW2305
 LW2305;                    North         East     Units Scale Factor Converg.
 LW2305;SPC RI       -    63,381.846   117,806.212   MT  0.99999765   +0 08 31.5
 LW2305;SPC RI       -   207,945.27    386,502.55   sFT  0.99999765   +0 08 31.5
 LW2305;UTM  19      - 4,613,867.771   309,630.816   MT  1.00004599   -1 31 11.8
 LW2305
 LW2305                          SUPERSEDED SURVEY CONTROL
 LW2305
 LW2305  NAD 83(1996)-  41 39 13.79467(N)    071 17 10.44315(W) AD(       ) 4
 LW2305  NAD 83(1992)-  41 39 13.79319(N)    071 17 10.44234(W) AD(       ) 4
 LW2305  NAD 83(1992)-  41 39 13.79280(N)    071 17 10.44227(W) AD(       ) 4
 LW2305  NAD 83(1986)-  41 39 13.79338(N)    071 17 10.44104(W) AD(       ) 4
 LW2305  NAD 27      -  41 39 13.42600(N)    071 17 12.25200(W) AD(       ) 3
 LW2305
 LW2305.Superseded values are not recommended for survey control.
 LW2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2305.See file dsdata.txt to determine how the superseded data were derived.
 LW2305
 LW2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0963113868(NAD 83)
 LW2305
 LW2305  HISTORY     - Date     Condition        Report By
 LW2305  HISTORY     - 1956     MONUMENTED       CGS
 LW2305
 LW2305                          STATION DESCRIPTION
 LW2305
 LW2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2305'STATION IS THE CENTER OF THE LANTERN OF CASTLE ISLAND LIGHT
 LW2305'WHICH IS NUMBER 527 IN THE 1956 EDITION OF THE COMPLETE LIST OF
 LW2305'LIGHTS AND OTHER MARINE AIDS OF THE ATLANTIC COAST OF THE
 LW2305'U.S. PUBLISHED BY THE U.S. COAST GUARD.
 LW2305'
 LW2305'THE LANTERN IS MOUNTED ON TOP OF A RED SKELETON STEEL TOWER,
 LW2305'WITH A SMALL WHITE HOUSE INSIDE THE TOWER.  THE LIGHT IS
 LW2305'25 FT. ABOVE WATER, WAS ESTABLISHED IN 1927, AND HAS NOT BEEN
 LW2305'REBUILT SINCE THAT DATE.  FIELD OBSERVATIONS WERE MADE IN
 LW2305'JULY 1956.
 LW2305'
 LW2305'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2731 ***********************************************************************
 LW2731  DESIGNATION -  CAUTION 2
 LW2731  PID         -  LW2731
 LW2731  STATE/COUNTY-  RI/PROVIDENCE
 LW2731  USGS QUAD   -  PROVIDENCE (1975)
 LW2731
 LW2731                         *CURRENT SURVEY CONTROL
 LW2731  ___________________________________________________________________
 LW2731* NAD 83(1996)-  41 47 04.23106(N)    071 25 20.96384(W)     ADJUSTED  
 LW2731* NAVD 88     -        21.757  (meters)      71.38   (feet)  ADJUSTED  
 LW2731  ___________________________________________________________________
 LW2731  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 LW2731  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW2731  DYNAMIC HT  -          21.750 (meters)      71.36  (feet)  COMP
 LW2731  MODELED GRAV-     980,309.4   (mgal)                       NAVD 88
 LW2731
 LW2731  HORZ ORDER  -  SECOND
 LW2731  VERT ORDER  -  SECOND    CLASS II
 LW2731
 LW2731.The horizontal coordinates were established by classical geodetic methods
 LW2731.and adjusted by the National Geodetic Survey in August 1998..
 LW2731.No horizontal observational check was made to the station.
 LW2731
 LW2731.The orthometric height was determined by differential leveling
 LW2731.and adjusted by the National Geodetic Survey in June 1991..
 LW2731
 LW2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2731
 LW2731.The geoid height was determined by GEOID03.
 LW2731
 LW2731.The dynamic height is computed by dividing the NAVD 88
 LW2731.geopotential number by the normal gravity value computed on the
 LW2731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW2731.degrees latitude (g = 980.6199 gals.).
 LW2731
 LW2731.The modeled gravity was interpolated from observed gravity values.
 LW2731
 LW2731;                    North         East     Units Scale Factor Converg.
 LW2731;SPC RI       -    77,876.563   106,443.347   MT  0.99999426   +0 03 05.9
 LW2731;SPC RI       -   255,500.02    349,222.88   sFT  0.99999426   +0 03 05.9
 LW2731;SPC MA M     -   837,137.816   206,443.326   MT  0.99999077   +0 03 07.4
 LW2731;SPC MA M     - 2,746,509.65    677,306.15   sFT  0.99999077   +0 03 07.4
 LW2731;UTM  19      - 4,628,687.502   298,692.858   MT  1.00009870   -1 36 53.0
 LW2731
 LW2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2731!SPC RI       -   1.00000124  x   0.99999426  =   0.99999550
 LW2731!SPC MA M     -   1.00000124  x   0.99999077  =   0.99999201
 LW2731!UTM  19      -   1.00000124  x   1.00009870  =   1.00009994
 LW2731
 LW2731|---------------------------------------------------------------------|
 LW2731| PID    Reference Object                     Distance      Geod. Az  |
 LW2731|                                                           dddmmss.s |
 LW2731| CB7183 CAUTION 2 RM 3                        5.432 METERS 01810     |
 LW2731| LW5199 PR 013                              400.163 METERS 0295516.5 |
 LW2731| LW0343 CAUTION AZ MK                                      2033326.4 |
 LW2731| LW0342 CAUTION RM 2                          8.378 METERS 20928     |
 LW2731| LW2727 CRANSTON PHILLIP MEM BAP CH         APPROX. 1.9 KM 2204721.1 |
 LW2731| LW0341 CAUTION                              12.380 METERS 33104     |
 LW2731|---------------------------------------------------------------------|
 LW2731
 LW2731                          SUPERSEDED SURVEY CONTROL
 LW2731
 LW2731  NAD 83(1996)-  41 47 04.23081(N)    071 25 20.96365(W) AD(       ) 2
 LW2731  NAD 83(1992)-  41 47 04.22960(N)    071 25 20.96304(W) AD(       ) 2
 LW2731  NAD 83(1992)-  41 47 04.22937(N)    071 25 20.96303(W) AD(       ) 2
 LW2731  NAD 83(1986)-  41 47 04.22904(N)    071 25 20.96262(W) AD(       ) 2
 LW2731  NGVD 29 (12/24/91)   22.01   (m)           72.2    (f) LEVELING    3  
 LW2731
 LW2731.Superseded values are not recommended for survey control.
 LW2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2731.See file dsdata.txt to determine how the superseded data were derived.
 LW2731
 LW2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9869328688(NAD 83)
 LW2731_MARKER: DS = TRIANGULATION STATION DISK
 LW2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2731_SP_SET: CONCRETE POST
 LW2731_STAMPING: CAUTION 2 1979
 LW2731_MARK LOGO: NGS   
 LW2731_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2731+STABILITY: SURFACE MOTION
 LW2731
 LW2731  HISTORY     - Date     Condition        Report By
 LW2731  HISTORY     - 1979     MONUMENTED       NGS
 LW2731  HISTORY     - 1985     GOOD             RIGS
 LW2731  HISTORY     - 1985     GOOD             RIGS
 LW2731
 LW2731                          STATION DESCRIPTION
 LW2731
 LW2731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW2731'THIS STATION WAS ESTABLISHED DUE TO CAUTION 1968 BEING IN THE WAY OF
 LW2731'HIGHWAY CONSTRUCTION.
 LW2731'
 LW2731'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF DOWNTOWN PROVIDENCE,
 LW2731'0.25 MILE NORTH OF THE INTERCHANGE OF INTERSTATE HIGHWAY 95 AND STATE
 LW2731'HIGHWAY 10, EXIT 16, AND AT THE SOUTHEAST CORNER OF THE WELLINGTON
 LW2731'AVENUE BRIDGE 661.  THE PROPERTY IS OWNED BY THE STATE.
 LW2731'
 LW2731'THE STATION MARK STAMPED---CAUTION 2 1979---IS A STANDARD DISK SET IN
 LW2731'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT IS 4 INCHES
 LW2731'UNDERGROUND.  IT IS 8.5 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 LW2731'OF THE BRIDGE, 4 FEET EAST-SOUTHEAST OF THE EAST CURB OF THE
 LW2731'APPROACH LANE AND 2 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 LW2731'
 LW2731'REFERENCE MARK 2 STAMPED---CAUTION NO 2 1968---IS A STANDARD DISK
 LW2731'CEMENTED IN A DRILL HOLE IN THE EAST CURB OF THE APPROACH LANE TO
 LW2731'INTER-STATE HIGHWAY 95.  IT IS 36 FEET SOUTHWEST OF THE SOUTHEAST
 LW2731'CORNER OF THE BRIDGE AND 28 FEET SOUTHWEST OF THE METAL WITNESS POST.
 LW2731'
 LW2731'REFERENCE MARK 3 STAMPED---CAUTION 2 NO 3 1979---IS A STANDARD DISK
 LW2731'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CONCRETE ABUTMENT OF THE
 LW2731'BRIDGE AND IS 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS 9 FEET
 LW2731'NORTHEAST OF THE SOUTH END OF THE ABUTMENT AND 0.5 FEET SOUTHWEST OF
 LW2731'THE NORTH END OF THE ABUTMENT.
 LW2731'
 LW2731'THE AZIMUTH MARK STAMPED---CAUTION 1968---IS A STANDARD DISK SET IN
 LW2731'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 1-INCH
 LW2731'UNDERGROUND.  IT IS 153 FEET SOUTHWEST OF THE SOUTH SIDE OF THE
 LW2731'HIGHWAY 10 OVERPASS, 45 FEET EAST-SOUTHEAST OF THE CENTER OF THE NORTH
 LW2731'BOUND LANE OF INTERSTATE HIGHWAY 95 AND 18 FEET SOUTH OF A STORM
 LW2731'DRAIN.
 LW2731'
 LW2731'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTHWEST ALONG THE
 LW2731'EAST SHOULDER OF ROAD FOR ABOUT 0.25 MILE TO THE MARK.
 LW2731
 LW2731                          STATION RECOVERY (1985)
 LW2731
 LW2731'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW2731'THE STATION WAS RECOVERED AT THIS DATE.
 LW2731'
 LW2731'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2731
 LW2731                          STATION RECOVERY (1985)
 LW2731
 LW2731'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW2731'IN PROVIDENCE.
 LW2731'THE STATION IS LOCATED ABOUT 5.0 KM (3 MI) SOUTH OF THE STATE CAPITOL
 LW2731'IN PROVIDENCE, .4 KM (.25 MI) NORTH OF THE DIVERGENCE OF INTERSTATE
 LW2731'HIGHWAY 95 AND STATE HIGHWAY 10 (EXIT 16), AND AT THE SOUTHEAST
 LW2731'CORNER OF THE WELLINGTON AVENUE BRIDGE 661.  OWNERSHIP--STATE RIGHT
 LW2731'OF WAY.  TO REACH THE STATION FROM THE DIVERGENCE OF STATE HIGHWAY 10
 LW2731'AND INTERSTATE 95 (EXIT 16) GO NORTH FOR .4 KM (.25 MI) ON INTERSTATE
 LW2731'95 TO THE STATION ON THE RIGHT.  THE STATION IS SET INTO THE TOP OF A
 LW2731'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 10 CM BELOW
 LW2731'GROUND.  LOCATED 2.6 METERS (8.5 FT) SOUTH-SOUTHWEST FROM THE
 LW2731'SOUTHEAST CORNER OF THE BRIDGE, 1.3 METERS (4.0 FT) EAST-SOUTHEAST
 LW2731'FROM THE EAST CURB OF THE APPROACH LANE TO INTERSTATE 95, 0.6 METERS
 LW2731'(2.0 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0343 ***********************************************************************
 LW0343  DESIGNATION -  CAUTION AZ MK
 LW0343  PID         -  LW0343
 LW0343  STATE/COUNTY-  RI/PROVIDENCE
 LW0343  USGS QUAD   -  PROVIDENCE (1975)
 LW0343
 LW0343                         *CURRENT SURVEY CONTROL
 LW0343  ___________________________________________________________________
 LW0343* NAD 83(1986)-  41 46 54.     (N)    071 25 28.     (W)     SCALED    
 LW0343* NAVD 88     -        13.457  (meters)      44.15   (feet)  ADJUSTED  
 LW0343  ___________________________________________________________________
 LW0343  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW0343  DYNAMIC HT  -          13.453 (meters)      44.14  (feet)  COMP
 LW0343  MODELED GRAV-     980,308.4   (mgal)                       NAVD 88
 LW0343
 LW0343  VERT ORDER  -  SECOND    CLASS 0
 LW0343
 LW0343.The horizontal coordinates were scaled from a topographic map and have
 LW0343.an estimated accuracy of +/- 6 seconds.
 LW0343
 LW0343.The orthometric height was determined by differential leveling
 LW0343.and adjusted by the National Geodetic Survey in June 1991..
 LW0343
 LW0343.The geoid height was determined by GEOID03.
 LW0343
 LW0343.The dynamic height is computed by dividing the NAVD 88
 LW0343.geopotential number by the normal gravity value computed on the
 LW0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0343.degrees latitude (g = 980.6199 gals.).
 LW0343
 LW0343.The modeled gravity was interpolated from observed gravity values.
 LW0343
 LW0343;                    North         East    Units  Estimated Accuracy
 LW0343;SPC RI       -    77,560.      106,280.      MT  (+/- 180 meters Scaled)
 LW0343
 LW0343                          SUPERSEDED SURVEY CONTROL
 LW0343
 LW0343  NGVD 29 (??/??/92)   13.707  (m)           44.97   (f) ADJ UNCH    2 0
 LW0343
 LW0343.Superseded values are not recommended for survey control.
 LW0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0343.See file dsdata.txt to determine how the superseded data were derived.
 LW0343
 LW0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG985283(NAD 83)
 LW0343_MARKER: DZ = AZIMUTH MARK DISK
 LW0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0343_SP_SET: CONCRETE POST
 LW0343_STAMPING: CAUTION 1968
 LW0343_MARK LOGO: CGS   
 LW0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0343+STABILITY: SURFACE MOTION
 LW0343
 LW0343  HISTORY     - Date     Condition        Report By
 LW0343  HISTORY     - 1968     MONUMENTED       CGS
 LW0343  HISTORY     - 1969     GOOD             NGS
 LW0343  HISTORY     - 1985     GOOD             RIGS
 LW0343
 LW0343                          STATION DESCRIPTION
 LW0343
 LW0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0343'3.1 MI SW FROM PROVIDENCE.
 LW0343'ABOUT 3.1 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0343'JUNCTION OF INTERSTATE HIGHWAY 195 AT PROVIDENCE, ALONG THE
 LW0343'NORTHBOUND LANE OF THE HIGHWAY, NEAR THE STATE HIGHWAY 10
 LW0343'OVERPASS, 153 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE STATE
 LW0343'HIGHWAY OVERPASS, 67 FEET SOUTHWEST OF METAL LIGHT POLE NO. 426,
 LW0343'17 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE NORTHBOUND LANE
 LW0343'OF THE HIGHWAY, 119 1/2 FEET NORTHEAST OF THE NORTHEAST END OF
 LW0343'A GUARD RAIL, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LW0343'OF A CONCRETE POST 1 INCH BELOW THE LEVEL OF THE GROUND.
 LW0343
 LW0343                          STATION RECOVERY (1985)
 LW0343
 LW0343'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0340 ***********************************************************************
 LW0340  DESIGNATION -  CAUTION RM 1
 LW0340  PID         -  LW0340
 LW0340  STATE/COUNTY-  RI/PROVIDENCE
 LW0340  USGS QUAD   -  PROVIDENCE (1975)
 LW0340
 LW0340                         *CURRENT SURVEY CONTROL
 LW0340  ___________________________________________________________________
 LW0340* NAD 83(1986)-  41 47 04.     (N)    071 25 21.     (W)     SCALED    
 LW0340* NAVD 88     -        23.018  (meters)      75.52   (feet)  ADJUSTED  
 LW0340  ___________________________________________________________________
 LW0340  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW0340  DYNAMIC HT  -          23.011 (meters)      75.50  (feet)  COMP
 LW0340  MODELED GRAV-     980,309.3   (mgal)                       NAVD 88
 LW0340
 LW0340  VERT ORDER  -  SECOND    CLASS 0
 LW0340
 LW0340.The horizontal coordinates were scaled from a topographic map and have
 LW0340.an estimated accuracy of +/- 6 seconds.
 LW0340
 LW0340.The orthometric height was determined by differential leveling
 LW0340.and adjusted by the National Geodetic Survey in June 1991..
 LW0340
 LW0340.The geoid height was determined by GEOID03.
 LW0340
 LW0340.The dynamic height is computed by dividing the NAVD 88
 LW0340.geopotential number by the normal gravity value computed on the
 LW0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0340.degrees latitude (g = 980.6199 gals.).
 LW0340
 LW0340.The modeled gravity was interpolated from observed gravity values.
 LW0340
 LW0340;                    North         East    Units  Estimated Accuracy
 LW0340;SPC RI       -    77,870.      106,440.      MT  (+/- 180 meters Scaled)
 LW0340
 LW0340                          SUPERSEDED SURVEY CONTROL
 LW0340
 LW0340  NGVD 29 (??/??/92)   23.269  (m)           76.34   (f) ADJ UNCH    2 0
 LW0340
 LW0340.Superseded values are not recommended for survey control.
 LW0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0340.See file dsdata.txt to determine how the superseded data were derived.
 LW0340
 LW0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG986286(NAD 83)
 LW0340_MARKER: DR = REFERENCE MARK DISK
 LW0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0340_SP_SET: CONCRETE MEDIAN STRIP
 LW0340_STAMPING: CAUTION NO 1 1968
 LW0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0340
 LW0340  HISTORY     - Date     Condition        Report By
 LW0340  HISTORY     - 1968     MONUMENTED       CGS
 LW0340  HISTORY     - 1969     GOOD             NGS
 LW0340
 LW0340                          STATION DESCRIPTION
 LW0340
 LW0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0340'2.8 MI SW FROM PROVIDENCE.
 LW0340'ABOUT 2.85 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0340'JUNCTION OF INTERSTATE HIGHWAY 195 AT PROVIDENCE, 75.1 FEET
 LW0340'NORTH OF THE STATION MARK DESCRIBED, SET IN THE TOP OF THE
 LW0340'CONCRETE PART OF THE MEDIAN STRIP BETWEEN I 95 AND THE APPROACH
 LW0340'RAMP TO I 95 FROM THE STATE HIGHWAY 10 ON THE EAST SIDE OF THE
 LW0340'INTERSTATE AND ON THE OVERPASS OVER WELLINGTON AVENUE, 44.5 FEET
 LW0340'NORTH OF THE SOUTH END OF THE CONCRETE PORTION OF THE MEDIAN
 LW0340'STRIP, 17 FEET SOUTH OF METAL LIGHT POLE 396, 3 FEET WEST OF THE
 LW0340'WEST CURB OF THE RAMP, 28 FEET EAST OF THE EAST CURB OF THE
 LW0340'NORTHBOUND LANE OF THE INTERSTATE, 128 FEET NORTHWEST OF AND
 LW0340'ACROSS THE RAMP FROM RM 2 DESCRIBED, AND ABOUT 0.8 FOOT ABOVE
 LW0340'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0342 ***********************************************************************
 LW0342  DESIGNATION -  CAUTION RM 2
 LW0342  PID         -  LW0342
 LW0342  STATE/COUNTY-  RI/PROVIDENCE
 LW0342  USGS QUAD   -  PROVIDENCE (1975)
 LW0342
 LW0342                         *CURRENT SURVEY CONTROL
 LW0342  ___________________________________________________________________
 LW0342* NAD 83(1986)-  41 47 04.     (N)    071 25 21.     (W)     SCALED    
 LW0342* NAVD 88     -        21.761  (meters)      71.39   (feet)  ADJUSTED  
 LW0342  ___________________________________________________________________
 LW0342  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW0342  DYNAMIC HT  -          21.754 (meters)      71.37  (feet)  COMP
 LW0342  MODELED GRAV-     980,309.3   (mgal)                       NAVD 88
 LW0342
 LW0342  VERT ORDER  -  SECOND    CLASS 0
 LW0342
 LW0342.The horizontal coordinates were scaled from a topographic map and have
 LW0342.an estimated accuracy of +/- 6 seconds.
 LW0342
 LW0342.The orthometric height was determined by differential leveling
 LW0342.and adjusted by the National Geodetic Survey in June 1991..
 LW0342
 LW0342.The geoid height was determined by GEOID03.
 LW0342
 LW0342.The dynamic height is computed by dividing the NAVD 88
 LW0342.geopotential number by the normal gravity value computed on the
 LW0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0342.degrees latitude (g = 980.6199 gals.).
 LW0342
 LW0342.The modeled gravity was interpolated from observed gravity values.
 LW0342
 LW0342;                    North         East    Units  Estimated Accuracy
 LW0342;SPC RI       -    77,870.      106,440.      MT  (+/- 180 meters Scaled)
 LW0342
 LW0342                          SUPERSEDED SURVEY CONTROL
 LW0342
 LW0342  NGVD 29 (??/??/92)   22.011  (m)           72.21   (f) ADJ UNCH    2 0
 LW0342
 LW0342.Superseded values are not recommended for survey control.
 LW0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0342.See file dsdata.txt to determine how the superseded data were derived.
 LW0342
 LW0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG986286(NAD 83)
 LW0342_MARKER: DR = REFERENCE MARK DISK
 LW0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0342_SP_SET: CONCRETE CURB
 LW0342_STAMPING: CAUTION NO 2 1968
 LW0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0342
 LW0342  HISTORY     - Date     Condition        Report By
 LW0342  HISTORY     - 1968     MONUMENTED       CGS
 LW0342  HISTORY     - 1969     GOOD             NGS
 LW0342
 LW0342                          STATION DESCRIPTION
 LW0342
 LW0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0342'2.8 MI SW FROM PROVIDENCE.
 LW0342'ABOUT 2.85 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0342'JUNCTION OF INTERSTATE HIGHWAY 195 AT PROVIDENCE, 59.8 FEET
 LW0342'SOUTHEAST OF AND ACROSS AN APPROACH RAMP FROM THE STATION MARK
 LW0342'DESCRIBED, 128 FEET SOUTHEAST OF AND ACROSS THE RAMP FROM RM 1,
 LW0342'35.6 FEET SOUTH OF THE SOUTH END OF THE EAST CONCRETE BANNISTER
 LW0342'OF THE I 95 OVERPASS OVER WELLINGTON AVENUE, 13 FEET EAST OF THE
 LW0342'CENTER LINE OF THE APPROACH ROAD FROM STATE HIGHWAY 10 TO THE
 LW0342'INTERSTATE HIGHWAY, SET IN THE TOP OF THE EAST CONCRETE CURB OF
 LW0342'THE APPROACH RAMP ON THE EAST SIDE OF THE INTERSTATE HIGHWAY AND
 LW0342'1/2 FOOT ABOVE THE LEVEL OF THE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2572 ***********************************************************************
 LW2572  DESIGNATION -  CEDAR 1913
 LW2572  PID         -  LW2572
 LW2572  STATE/COUNTY-  RI/KENT
 LW2572  USGS QUAD   -  EAST GREENWICH (1975)
 LW2572
 LW2572                         *CURRENT SURVEY CONTROL
 LW2572  ___________________________________________________________________
 LW2572* NAD 83(1996)-  41 41 16.43572(N)    071 26 33.34404(W)     ADJUSTED  
 LW2572* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2572  ___________________________________________________________________
 LW2572  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 LW2572  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW2572
 LW2572  HORZ ORDER  -  THIRD
 LW2572
 LW2572.The horizontal coordinates were established by classical geodetic methods
 LW2572.and adjusted by the National Geodetic Survey in August 1998..
 LW2572
 LW2572.The orthometric height was scaled from a topographic map.
 LW2572
 LW2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2572
 LW2572.The geoid height was determined by GEOID03.
 LW2572
 LW2572;                    North         East     Units Scale Factor Converg.
 LW2572;SPC RI       -    67,145.043   104,779.140   MT  0.99999403   +0 02 17.4
 LW2572;SPC RI       -   220,291.70    343,762.90   sFT  0.99999403   +0 02 17.4
 LW2572;UTM  19      - 4,618,007.692   296,717.363   MT  1.00010855   -1 37 30.2
 LW2572
 LW2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2572!SPC RI       -   1.00000379  x   0.99999403  =   0.99999782
 LW2572!UTM  19      -   1.00000379  x   1.00010855  =   1.00011234
 LW2572
 LW2572                          SUPERSEDED SURVEY CONTROL
 LW2572
 LW2572  NAD 83(1996)-  41 41 16.43509(N)    071 26 33.34380(W) AD(       ) 3
 LW2572  NAD 83(1992)-  41 41 16.43428(N)    071 26 33.34315(W) AD(       ) 3
 LW2572  NAD 83(1992)-  41 41 16.43376(N)    071 26 33.34318(W) AD(       ) 3
 LW2572  NAD 83(1986)-  41 41 16.43427(N)    071 26 33.34271(W) AD(       ) 3
 LW2572  NAD 27      -  41 41 16.04200(N)    071 26 35.15700(W) AD(       ) 3
 LW2572
 LW2572.Superseded values are not recommended for survey control.
 LW2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2572.See file dsdata.txt to determine how the superseded data were derived.
 LW2572
 LW2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9671718008(NAD 83)
 LW2572
 LW2572  HISTORY     - Date     Condition        Report By
 LW2572  HISTORY     - 1913     MONUMENTED       CGS
 LW2572  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2572  HISTORY     - 1931     SEE DESCRIPTION  CGS
 LW2572  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2572
 LW2572                          STATION DESCRIPTION
 LW2572
 LW2572'DESCRIBED BY US ENGINEERS 1916
 LW2572'ON THE POINT OF THE BLUFF AT CEDAR TREE POINT, ON THE N SIDE OF
 LW2572'GREENWICH BAY, AND ON THE E SIDE OF THE MOUTH OF THE APPONAUG
 LW2572'RIVER.  THE STATION IS 4 METERS BACK FROM THE EDGE OF THE BLUFF
 LW2572'AND IS MARKED BY THE PROJECTING POINT OF A NAIL SURROUNDED BY A
 LW2572'TRIANGLE IN THE TOP OF A CONCRETE POST 8 INCHES SQUARE AND 22
 LW2572'INCHES LONG, WHICH PROJECTS SLIGHTLY ABOVE THE GROUND.  THE
 LW2572'UNDERGROUND MARK IS THE SAME AS THE SURFACE MARK, EXCEPT THAT
 LW2572'THE POST IS ONLY 12 INCHES LONG AND IS BURIED TO A DEPTH OF 2
 LW2572'FEET.  THE STATION MARK BEARS THE INSCRIPTION 1913 C. AND
 LW2572'G.S.
 LW2572
 LW2572                          STATION RECOVERY (1931)
 LW2572
 LW2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAL)
 LW2572'THE TOWN ENGINEER OF WARWICK, RHODE ISLAND, MR. HAROLD A. LEONARD,
 LW2572'WHOSE ADDRESS IS APPONAUG, RHODE ISLAND, NOTIFIED THIS OFFICE
 LW2572'TODAY THAT BUILDING OPERATIONS WILL VERY SOON MAKE THE
 LW2572'DESTRUCTION NECESSARY OF TRIANGULATION STATION CEDAR.
 LW2572'
 LW2572'LETTER FROM BOSTON FIELD STATION DATED JUNE 29, 1931.
 LW2572
 LW2572                          STATION RECOVERY (1935)
 LW2572
 LW2572'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2572'UNABLE TO FIND THIS STATION.
 LW2572'
 LW2572'THE CIVIL ENGINEER WHO LAID OUT THIS TRACK OF LAND FOR THE
 LW2572'DEVELOPER HAS NO RECORD OF THE MARK.
 LW2572'
 LW2572'THE REALTOR WHO SOLD MANY OF THE LOTS SAYS THAT HE HAS NOT
 LW2572'SEEN THE MARK FOR A NUMBER OF YEARS.  HE IS NOT POSITIVE JUST
 LW2572'WHERE IT WAS, BUT THINKS THAT IT WAS AT THE SW CORNER OF THE
 LW2572'DEVELOPMENT AND THAT A HOUSE WAS BUILT ON THE SPOT.
 LW2572'
 LW2572'I HUNTED AROUND THAT HOUSE FOR AN HOUR WITHOUT FINDING ANY CLUE TO
 LW2572'IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2513 ***********************************************************************
 LW2513  DESIGNATION -  CEDAR USE
 LW2513  PID         -  LW2513
 LW2513  STATE/COUNTY-  RI/WASHINGTON
 LW2513  USGS QUAD   -  WICKFORD (1995)
 LW2513
 LW2513                         *CURRENT SURVEY CONTROL
 LW2513  ___________________________________________________________________
 LW2513* NAD 83(1996)-  41 32 47.18055(N)    071 26 01.13610(W)     ADJUSTED  
 LW2513* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2513  ___________________________________________________________________
 LW2513  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 LW2513  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW2513
 LW2513  HORZ ORDER  -  THIRD
 LW2513
 LW2513.The horizontal coordinates were established by classical geodetic methods
 LW2513.and adjusted by the National Geodetic Survey in August 1998..
 LW2513
 LW2513.The orthometric height was scaled from a topographic map.
 LW2513
 LW2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2513
 LW2513.The geoid height was determined by GEOID03.
 LW2513
 LW2513;                    North         East     Units Scale Factor Converg.
 LW2513;SPC RI       -    51,434.325   105,536.067   MT  0.99999413   +0 02 38.4
 LW2513;SPC RI       -   168,747.45    346,246.25   sFT  0.99999413   +0 02 38.4
 LW2513;UTM  19      - 4,602,279.847   297,018.637   MT  1.00010706   -1 36 52.6
 LW2513
 LW2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2513!SPC RI       -   1.00000476  x   0.99999413  =   0.99999889
 LW2513!UTM  19      -   1.00000476  x   1.00010706  =   1.00011182
 LW2513
 LW2513|---------------------------------------------------------------------|
 LW2513| PID    Reference Object                     Distance      Geod. Az  |
 LW2513|                                                           dddmmss.s |
 LW2513| LW2528 BISSEL USE 1912                     334.572 METERS 06429     |
 LW2513|---------------------------------------------------------------------|
 LW2513
 LW2513                          SUPERSEDED SURVEY CONTROL
 LW2513
 LW2513  NAD 83(1996)-  41 32 47.17988(N)    071 26 01.13554(W) AD(       ) 3
 LW2513  NAD 83(1992)-  41 32 47.17904(N)    071 26 01.13534(W) AD(       ) 3
 LW2513  NAD 83(1992)-  41 32 47.17844(N)    071 26 01.13525(W) AD(       ) 3
 LW2513  NAD 83(1986)-  41 32 47.17823(N)    071 26 01.13348(W) AD(       ) 3
 LW2513  NAD 27      -  41 32 46.80500(N)    071 26 02.94600(W) AD(       ) 3
 LW2513
 LW2513.Superseded values are not recommended for survey control.
 LW2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2513.See file dsdata.txt to determine how the superseded data were derived.
 LW2513
 LW2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9701902280(NAD 83)
 LW2513
 LW2513  HISTORY     - Date     Condition        Report By
 LW2513  HISTORY     - UNK      MONUMENTED
 LW2513  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2513
 LW2513                          STATION DESCRIPTION
 LW2513
 LW2513'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2513'REPORTED DESTROYED IN 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0418 ***********************************************************************
 LW0418  FBN         -  This is a Federal Base Network Control Station.
 LW0418  DESIGNATION -  CENTRAL
 LW0418  PID         -  LW0418
 LW0418  STATE/COUNTY-  RI/PROVIDENCE
 LW0418  USGS QUAD   -  PAWTUCKET (1975)
 LW0418
 LW0418                         *CURRENT SURVEY CONTROL
 LW0418  ___________________________________________________________________
 LW0418* NAD 83(1996)-  41 55 08.78524(N)    071 29 16.22880(W)     ADJUSTED  
 LW0418* NAVD 88     -       141.913  (meters)     465.59   (feet)  ADJUSTED  
 LW0418  ___________________________________________________________________
 LW0418  X           -   1,509,134.116 (meters)                     COMP
 LW0418  Y           -  -4,507,147.641 (meters)                     COMP
 LW0418  Z           -   4,238,997.627 (meters)                     COMP
 LW0418  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 LW0418  ELLIP HEIGHT-         112.53  (meters)          (06/22/01) GPS OBS
 LW0418  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LW0418  DYNAMIC HT  -         141.869 (meters)     465.45  (feet)  COMP
 LW0418  MODELED GRAV-     980,308.1   (mgal)                       NAVD 88
 LW0418
 LW0418  HORZ ORDER  -  B
 LW0418  VERT ORDER  -  SECOND    CLASS 0
 LW0418  ELLP ORDER  -  FOURTH    CLASS I
 LW0418
 LW0418.This mark is at North Central State Airport (SFZ)
 LW0418
 LW0418.The horizontal coordinates were established by GPS observations
 LW0418.and adjusted by the National Geodetic Survey in July 1997..
 LW0418
 LW0418.The orthometric height was determined by differential leveling
 LW0418.and adjusted by the National Geodetic Survey in June 1991..
 LW0418
 LW0418.Photographs are available for this station.
 LW0418
 LW0418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW0418
 LW0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0418
 LW0418.The ellipsoidal height was determined by GPS observations
 LW0418.and is referenced to NAD 83.
 LW0418
 LW0418.The geoid height was determined by GEOID03.
 LW0418
 LW0418.The dynamic height is computed by dividing the NAVD 88
 LW0418.geopotential number by the normal gravity value computed on the
 LW0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0418.degrees latitude (g = 980.6199 gals.).
 LW0418
 LW0418.The modeled gravity was interpolated from observed gravity values.
 LW0418
 LW0418;                    North         East     Units Scale Factor Converg.
 LW0418;SPC RI       -    92,823.534   101,008.623   MT  0.99999376   +0 00 29.2
 LW0418;SPC RI       -   304,538.54    331,392.46   sFT  0.99999376   +0 00 29.2
 LW0418;UTM  19      - 4,643,788.154   293,695.080   MT  1.00012376   -1 39 45.6
 LW0418
 LW0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0418!SPC RI       -   0.99998235  x   0.99999376  =   0.99997611
 LW0418!UTM  19      -   0.99998235  x   1.00012376  =   1.00010611
 LW0418
 LW0418|---------------------------------------------------------------------|
 LW0418| PID    Reference Object                     Distance      Geod. Az  |
 LW0418|                                                           dddmmss.s |
 LW0418| LW0417 CENTRAL RM 1                         16.941 METERS 03324     |
 LW0418| CS6847 GREENVILLE WATER DIST TANK                         2434956.8 |
 LW0418| LW2763 AIRPORT BCN N CENTRAL ST APT        181.901 METERS 27719     |
 LW0418| LW1771 CENTRAL AZ MK 2                     APPROX. 0.7 KM 2840248.8 |
 LW0418| LW0421 CENTRAL AZ MK                                      2962952.6 |
 LW0418| LW0419 CENTRAL RM 2                         16.661 METERS 30524     |
 LW0418| LW1769 NORTH CENTRAL CBL 900               480.120 METERS 3083748.5 |
 LW0418|---------------------------------------------------------------------|
 LW0418
 LW0418                          SUPERSEDED SURVEY CONTROL
 LW0418
 LW0418  ELLIP H (07/24/97)  112.51   (m)                       GP(       ) 1 1
 LW0418  NAD 83(1992)-  41 55 08.78369(N)    071 29 16.22790(W) AD(       ) B
 LW0418  ELLIP H (04/16/93)  112.48   (m)                       GP(       ) 4 1
 LW0418  NAD 83(1986)-  41 55 08.78250(N)    071 29 16.22742(W) AD(       ) 1
 LW0418  NAD 27      -  41 55 08.42594(N)    071 29 18.01019(W) AD(       ) 1
 LW0418  NAVD 88 (04/16/93)  141.91   (m)          465.6    (f) LEVELING    3  
 LW0418  NGVD 29 (??/??/92)  142.153  (m)          466.38   (f) ADJ UNCH    2 0
 LW0418
 LW0418.Superseded values are not recommended for survey control.
 LW0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0418.See file dsdata.txt to determine how the superseded data were derived.
 LW0418
 LW0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9369543788(NAD 83)
 LW0418_MARKER: DH = HORIZONTAL CONTROL DISK
 LW0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0418_SP_SET: CONCRETE POST
 LW0418_STAMPING: CENTRAL 1968
 LW0418_MARK LOGO: CGS   
 LW0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0418+STABILITY: SURFACE MOTION
 LW0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0418+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 LW0418
 LW0418  HISTORY     - Date     Condition        Report By
 LW0418  HISTORY     - 1968     MONUMENTED       CGS
 LW0418  HISTORY     - 1969     GOOD             NGS
 LW0418  HISTORY     - 1975     GOOD             LOCENG
 LW0418  HISTORY     - 1978     GOOD             NGS
 LW0418  HISTORY     - 1985     GOOD             RIGS
 LW0418  HISTORY     - 1985     GOOD             RIGS
 LW0418  HISTORY     - 1987     GOOD             RIGS
 LW0418  HISTORY     - 19880601 GOOD             NGS
 LW0418  HISTORY     - 19890402 GOOD             RIGS
 LW0418  HISTORY     - 19920506 GOOD             NGS
 LW0418  HISTORY     - 19920630 GOOD             NGS
 LW0418  HISTORY     - 19991206 GOOD             WOOLPT
 LW0418  HISTORY     - 20000610 GOOD             NGS
 LW0418  HISTORY     - 20030519 GOOD             INDIV
 LW0418
 LW0418                          STATION DESCRIPTION
 LW0418
 LW0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0418'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF PROVIDENCE, 6 MILES
 LW0418'SOUTH OF WOONSOCKET, 1-1/2 MILES WEST OF STATE HIGHWAY 146 AND 0.1
 LW0418'MILE EAST OF THE NORTH CENTRAL STATE AIRPORT TERMINAL BUILDING.
 LW0418'
 LW0418'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 116 AND 146 ABOUT 8
 LW0418'MILES NORTH OF CENTER OF PROVIDENCE, GO WEST ON HIGHWAY 116 FOR 0.8
 LW0418'MILES TO THE JUNCTION OF STATE HIGHWAY 123.  TURN LEFT AND GO SOUTH
 LW0418'ON HIGHWAY 123 (ALBINO ROAD) FOR 0.95 MILE TO A SIDE ROAD LEFT.
 LW0418'(TO REACH THE AZIMUTH MARK FROM HERE CONTINUE AHEAD SOUTH PASSING
 LW0418'THROUGH HANGAR AREA FOR 0.2 MILE TO THE TERMINAL BUILDING AND A GATE
 LW0418'ON THE RIGHT.  TURN RIGHT AND GO WEST PASSING THROUGH GATE AND
 LW0418'CROSSING RUNWAYS FOR 0.3 MILE TO THE EDGE OF WOODS AND MARK ON
 LW0418'RIGHT AS DESCRIBED.) BEAR LEFT KEEPING WITH HIGHWAY 123 AND
 LW0418'GO EAST FOR 0.15 MILE TO A SIDE ROAD RIGHT LEADING TO THE NORTH
 LW0418'CENTRAL STATE AIRPORT.  TURN RIGHT AND GO SOUTH FOR 0.15
 LW0418'MILE TO STATION ON LEFT AS DESCRIBED.
 LW0418'
 LW0418'STATION MARK, STAMPED CENTRAL 1968 IS SET IN A ROUND CONCRETE POST
 LW0418'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 98 FEET NORTH OF A
 LW0418'PAVED ROAD, 74 FEET SOUTHEAST OF A PAVED ROAD AND 66.6 FEET EAST OF
 LW0418'A METAL WITNESS POST.
 LW0418'
 LW0418'RM 1, STAMPED CENTRAL NO 1 1968 IS SET IN A DRILL HOLE IN A BOULDER
 LW0418'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE AND IS 2 BY 4
 LW0418'FOOT IN SIZE.  IT IS 104 FEET EAST OF A LONE TREE AND 53 FEET
 LW0418'SOUTHEAST OF A PAVED ROAD.
 LW0418'
 LW0418'RM 2, STAMPED CENTRAL NO 2 1968 IS SET IN A DRILL HOLE IN A BOULDER
 LW0418'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND SURFACE AND IS 5 BY 7
 LW0418'FOOT IN SIZE.  IT IS 65 FEET SOUTHEAST OF A PAVED ROAD, 45 FEET
 LW0418'EAST OF THE LONE TREE AND 13.9 FEET NORTHEAST OF A METAL WITNESS
 LW0418'POST.
 LW0418'
 LW0418'AZ MK, STAMPED CENTRAL 1968 IS SET IN A DRILL HOLE IN A BOULDER
 LW0418'WHICH PROJECTS 1 FOOT ABOVE THE GROUND SURFACE AND IS 5 BY 6 FOOT IN
 LW0418'SIZE.  IT IS ABOUT 0.1 MILE WEST OF A NORTH-SOUTH RUNWAY, 0.05
 LW0418'MILE NORTH OF AN EAST-WEST RUNWAY, 43 FEET SOUTHEAST OF A 12-INCH
 LW0418'OAK TREE AND 3 FEET NORTHEAST OF A METAL WITNESS POST.
 LW0418'
 LW0418'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW0418
 LW0418                          STATION RECOVERY (1969)
 LW0418
 LW0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0418'9.4 MI NW FROM PROVIDENCE.
 LW0418'ABOUT 7.4 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY 146
 LW0418'FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET,
 LW0418'THENCE 0.8 MILE WEST ALONG STATE HIGHWAY 116, THENCE 1.1 MILES
 LW0418'SOUTH ALONG STATE HIGHWAY 123, THENCE 0.15 MILE SOUTHWEST ALONG
 LW0418'THE DRIVEWAY TO THE NORTH CENTRAL STATE AIRPORT, ABOUT 0.1
 LW0418'MILE EAST OF THE ADMINISTRATION BUILDING, ON A HIGH BANK BETWEEN
 LW0418'THE TWO DRIVES TO THE AIRPORT, 98.8 FEET NORTHEAST OF THE
 LW0418'NORTHEAST CORNER OF A CATCH BASIN, 74 FEET NORTH OF THE CENTER
 LW0418'LINE OF THE EASTBOUND LANE OF THE DRIVE, 8 FEET ABOVE THE
 LW0418'LEVEL OF THE DRIVE AND SET IN THE TOP OF A CONCRETE POST
 LW0418'FLUSH WITH THE GROUND.
 LW0418
 LW0418                          STATION RECOVERY (1975)
 LW0418
 LW0418'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 LW0418'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THERE IS NO
 LW0418'WITNESS POST, NONE NEEDED.
 LW0418'
 LW0418'RM 1 WAS RECOVERED IN GOOD CONDITION.  THERE IS NO LONE TREE.
 LW0418'
 LW0418'RM 2 WAS RECOVERED IN POOR CONDITION, NOT ABLE TO READ.
 LW0418'
 LW0418'AZIMUTH MARK WAS BLOCKED BY NEW CONSTRUCTION, STATE SETTING NEW
 LW0418'ONE.
 LW0418
 LW0418                          STATION RECOVERY (1978)
 LW0418
 LW0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LW0418'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LW0418'RECOVERED IN GOOD CONDITION.  A HANGAR WAS BUILT ON LINE TO THE
 LW0418'AZIMUTH MARK SO AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME WITH A
 LW0418'POLARIS OBSERVATION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 LW0418'MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS.
 LW0418'
 LW0418'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF PROVIDENCE, 6
 LW0418'MILES SOUTH OF WOONSOCKET AND 0.1 MILE EAST OF THE NORTH CENTRAL STATE
 LW0418'AIRPORT TERMINAL BUILDING.
 LW0418'
 LW0418'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 146 AND 116
 LW0418'ABOUT 8 MILES NORTH OF PROVIDENCE, GO WEST ON HIGHWAY 116 FOR 0.8 MILE
 LW0418'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON HIGHWAY 123 FOR 0.95 MILE
 LW0418'TO A FORK.  TO REACH AZIMUTH MARKS FROM THIS POINT GO SOUTH ON THE
 LW0418'PAVED ROAD FOR 0.2 MILE TO THE TERMINAL BUILDING.  TURN RIGHT THROUGH
 LW0418'GATE AND GO WESTERLY CROSSING THE NORTHEAST-SOUTHWEST RUNWAY FOR ABOUT
 LW0418'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AND AZIMUTH MARK 2 ON THE
 LW0418'LEFT.  TAKE THE LEFT FORK AND GO SOUTHEAST ON HIGHWAY 123 FOR 0.15
 LW0418'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON THE PAVED
 LW0418'ROAD FOR 0.15 MILE TO THE MARK ON LEFT, IN MEDIAN OF ROADS.
 LW0418'
 LW0418'THE STATION MARK STAMPED---CENTRAL 1968---IS A STANDARD DISK SET IN
 LW0418'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 LW0418'THE GROUND SURFACE.  IT IS 98 FEET SOUTH OF THE CENTER OF A PAVED
 LW0418'ROAD, 74 FEET NORTH OF THE CENTER OF A PAVED ROAD AND 52 FEET
 LW0418'SOUTHEAST OF A METAL WITNESS POST.
 LW0418'
 LW0418'REFERENCE MARK 1 STAMPED---CENTRAL NO 1 1968---IS A STANDARD DISK
 LW0418'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.  IT IS
 LW0418'69 FEET EAST OF THE METAL WITNESS POST AND 54 FEET SOUTH OF THE
 LW0418'CENTER OF THE NORTH PAVED ROAD.
 LW0418'
 LW0418'REFERENCE MARK 2 STAMPED---CENTRAL NO 2 1968---IS A STANDARD DISK
 LW0418'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 FEET.  IT IS 65
 LW0418'FEET SOUTH OF THE CENTER OF THE NORTH PAVED ROAD AND 7.5 FEET
 LW0418'WEST-SOUTHWEST OF THE METAL WITNESS POST.
 LW0418'
 LW0418'THE AZIMUTH MARK STAMPED---CENTRAL 1968---IS A STANDARD DISK CEMENTED
 LW0418'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1-FOOT.  IT IS 0.05 MILE
 LW0418'EAST-NORTHEAST OF THE NORTHWEST-SOUTHEAST RUNWAY, 43 FEET SOUTHWEST OF
 LW0418'A 12-INCH OAK TREE AND 3 FEET SOUTHEAST OF A METAL WITNESS POST.
 LW0418'
 LW0418'AZIMUTH MARK 2 STAMPED---CENTRAL 1968 NO 2 1978---IS A STANDARD DISK
 LW0418'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.  IT IS
 LW0418'0.1 MILE NORTHWEST OF THE NORTHEAST-SOUTHWEST RUNWAY, 189 FEET
 LW0418'WEST-SOUTHWEST OF THE NORTHWEST-SOUTHEAST RUNWAY EVEN WITH THE LIGHTS
 LW0418'AND 4 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 LW0418
 LW0418                          STATION RECOVERY (1985)
 LW0418
 LW0418'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW0418'THE STATION WAS RECOVERED AT THIS DATE.
 LW0418'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARKS 1 AND 2,
 LW0418'WERE RECOVERED AS DESCRIBED IN GOOD CONDITION. AZIMUTH MARK 1, SET IN
 LW0418'1968, IS NO LONGER VISIBLE FROM GROUND.
 LW0418'
 LW0418'THE STATION IS A STANDARD NGS DISK
 LW0418
 LW0418                          STATION RECOVERY (1985)
 LW0418
 LW0418'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0418'RECOVERED IN GOOD CONDITION.
 LW0418
 LW0418                          STATION RECOVERY (1987)
 LW0418
 LW0418'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW0418'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW0418'
 LW0418'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW0418
 LW0418                          STATION RECOVERY (1988)
 LW0418
 LW0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LW0418'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LW0418'WAS ADEQUATE WITH CHANGES IN A ROAD NAME, ALBION INSTEAD OF ALBINO AND
 LW0418'CHANGES IN DIRECTIONS IN THE MEASUREMENTS.  A NEW DESCRIPTION FOLLOWS.
 LW0418'THE STATION IS LOCATED ABOUT 12.1 KM (7.50 MI) NORTHWEST OF
 LW0418'PROVIDENCE, 9.7 KM (6.05 MI) SOUTH OF WOONSOCKET, 2.4 KM (1.50 MI)
 LW0418'WEST OF STATE HIGHWAY 146, AND 0.2 KM (0.10 MI) EAST OF THE NORTH
 LW0418'CENTRAL STATE AIRPORT TERMINAL BUILDING.
 LW0418'OWNERSHIP--STATE OF RHODE ISLAND, C/O AIRPORT MANAGER TED POLAK.
 LW0418'PHONE 401-351-6800.
 LW0418'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 146 AND 116,
 LW0418'ABOUT 12.9 KM (8.00 MI) NORTHWEST FROM THE CENTER OF PROVIDENCE, GO
 LW0418'WEST FOR 1.3 KM (0.80 MI) ON HIGHWAY 116 TO THE JUNCTION OF STATE
 LW0418'ROUTE 123, ALBION ROAD, ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 1.5
 LW0418'KM (0.95 MI) ON ROUTE 123 TO THE NORTH ENTRANCE ROAD TO THE AIRPORT ON
 LW0418'THE RIGHT, AT A CURVE IN THE ROAD.  BEAR LEFT AND GO SOUTH FOR 0.2 KM
 LW0418'(0.10 MI) ON ROUTE 123 TO THE MAIN ENTRANCE ROAD TO THE AIRPORT ON THE
 LW0418'RIGHT.  TURN RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) ON THE PAVED
 LW0418'AIRPORT ROAD TO THE STATION ON THE LEFT, ON TOP OF A LOW, FLAT, GRASSY
 LW0418'HILL IN THE CENTER OF THE CIRCULAR DRIVE.
 LW0418'THE STATION IS A STANDARD CGS DISK STAMPED---CENTRAL 1968---, SET INTO
 LW0418'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE
 LW0418'GROUND.  LOCATED 46.2 M (151.6 FT) WEST FROM THE SOUTHWEST CORNER OF A
 LW0418'CHAIN LINK FENCE AROUND AN ANTENNA, 29.7 M (97.4 FT) SOUTH FROM THE
 LW0418'CENTER OF THE ENTRANCE ROAD, AND 22.3 M (73.2 FT) NORTH FROM THE
 LW0418'CENTER OF THE ROAD LEAVING THE AIRPORT.
 LW0418'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 LW0418
 LW0418                          STATION RECOVERY (1989)
 LW0418
 LW0418'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW0418'RECOVERED IN GOOD CONDITION.
 LW0418
 LW0418                          STATION RECOVERY (1992)
 LW0418
 LW0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LW0418'THE STATION AND RM1 AND RM2 WERE RECOVERED IN GOOD CONDITION.  NO
 LW0418'OTHER MARKS SEARCHED FOR THIS SURVEY.  AN UPDATED DESCRIPTION
 LW0418'FOLLOWS.
 LW0418'STATION IS LOCATED ABOUT 12 KM (7.45 MI) NORTHWEST OF PROVIDENCE, 9.6
 LW0418'KM (5.95 MI) SOUTH OF WOONSOCKET, AND 0.16 KM (0.10 MI) EAST OF THE
 LW0418'NORTH CENTRAL STATE AIRPORT AND THE CHESTER M. SPOONER MEMORIAL
 LW0418'TERMINAL BUILDING.  OWNERSHIP--STATE OF RHODE ISLAND, C/O AIRPORT
 LW0418'MANAGER TED POLAK IN 1986, PH-401-351-6800.  NO CONTACT WAS NEEDED
 LW0418'THIS SURVEY.
 LW0418'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 146 AND 116
 LW0418'LOCATED ABOUT 12.9 KM (8.00 MI) NORTH OF PROVIDENCE AND 1 KM
 LW0418'(0.60 MI) SOUTH OF INTERSTATE 95 EXIT 9A, GO WEST ALONG HIGHWAY 116
 LW0418'FOR 0.6 KM (0.35 MI) TO WAKE ROBIN ROAD ON THE LEFT.  CONTINUE WEST
 LW0418'ALONG HIGHWAY 116 FOR 0.6 KM (0.35 MI) TO HIGHWAY 123 ON THE LEFT.
 LW0418'TURN LEFT AND GO SOUTH ALONG HIGHWAY 123 FOR 1.5 KM (0.95 MI) TO A
 LW0418'FORK IN THE ROAD. BEAR LEFT SOUTHEAST ALONG HIGHWAY 123 FOR 0.24 KM
 LW0418'(0.15 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT ON PAVED ROAD WESTERLY
 LW0418'FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT JUST PAST A RADIO
 LW0418'TOWER AND ON TOP OF A MOUND IN MEDIAN OF TWO ROADS.
 LW0418'STATION IS 29.8 M (97.8 FT) SOUTH OF THE CENTER OF THE PAVED ROAD,
 LW0418'22.5 M (73.8 FT) NORTH OF THE CENTER OF A PAVED ROAD, 45.9 M
 LW0418'(150.6 FT) WEST OF THE SOUTHWEST CORNER FENCE POST OF FENCE AROUND
 LW0418'RADIO TOWER, 16.7 M (54.8 FT) SOUTHEAST OF RM2, 16.7 M (54.8 FT)
 LW0418'SOUTHWEST OF RM1, 0.31 M (1.02 FT) NORTH OF A FIBERGLASS WITNESS POST,
 LW0418'AND ABOUT FLUSH WITH THE GROUND SURFACE.
 LW0418
 LW0418                          STATION RECOVERY (1992)
 LW0418
 LW0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LW0418'STATION IS LOCATED ON ELEVATED GROUND EAST OF THE OPERATIONS BUILDING
 LW0418'BETWEEN THE NDB AND A TALL SKELETAL STEEL TOWER, BOTH OF WHICH ARE
 LW0418'WITHIN FENCED COMPOUNDS.  IT IS SOUTHEAST OF THE LARGEST BOULDER ON
 LW0418'THE ELEVATED GROUND, ON WHICH RM 2 IS LOCATED.  THE STATION IS 55.6
 LW0418'FEET (16.9 M) SW OF CENTRAL RM 1 1968 AND 54.7 FEET (16.7 M) SOUTHEAST
 LW0418'OF CENTRAL RM 2 1968.  THE STATION IS AN NGS DISK STAMPED CENTRAL 1968
 LW0418'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 LW0418
 LW0418                          STATION RECOVERY (1999)
 LW0418
 LW0418'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LW0418'RECOVERED AS DESCRIBED.
 LW0418
 LW0418                          STATION RECOVERY (2000)
 LW0418
 LW0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 LW0418'THE STATION RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION, NEW
 LW0418'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 12.1 KM (7.50 MI)
 LW0418'NORTHWEST OF PROVIDENCE, ABOUT 9.67 KM (6.00 MI) SOUTH OF
 LW0418'WOONSOCKET AT THE NORTH CENTRAL STATE AIRPORT, ABOUT 0.16 KM
 LW0418'(0.10 MI) EAST OF THE ENTRANCE TO THE TERMINAL BUILDING ON TOP OF
 LW0418'THE SOUTH SIDE OF A MOUND IN THE MEDIAN BETWEEN THE ENTRANCE
 LW0418'AND EXIT DRIVES.  OWNERSHIP--STATE OF RHODE ISLAND.  TO REACH THE
 LW0418'STATION FROM THE JUNCTION OF STATE HIGHWAY 146 AND 116 LOCATED
 LW0418'ABOUT 11.27 KM (7.00 MI) NORTHWEST OF PROVIDENCE, ABOUT 0.97 KM (0.60
 LW0418'MI) SOUTHEAST OF INTERSTATE HIGHWAY 295 (EXIT 9A), FROM THE CENTER
 LW0418'OF THE UNDERPASS GO WESTERLY ON HIGHWAY 116 FOR 1.21 KM (0.75 MI)
 LW0418'TO THE JUNCTION OF ALBION ROAD (STATE HIGHWAY 123) ON THE LEFT,
 LW0418'TURN LEFT, SOUTH ON ALBION ROAD FOR 1.53 KM (0.95 MI) TO A ROAD ON
 LW0418'THE RIGHT LEADING SOUTH TO THE HANGAR-AIRPLANE ACCESS AREA,
 LW0418'CONTINUE AHEAD, SOUTHEASTERLY ON ALBION ROAD FOR 0.16 KM (0.10 MI)
 LW0418'TO THE MAIN ENTRANCE DRIVE TO THE AIRPORT ON THE RIGHT, TURN
 LW0418'RIGHT, WEST ON THE DRIVE FOR 0.32 KM (0.20 MI) TO THE ENTRANCE TO THE
 LW0418'CHESTER SPOONER MEMORIAL BUILDING (TERMINAL BUILDING) ON THE
 LW0418'RIGHT, CONTINUE AHEAD, EASTERLY ON THE THE EXIT DRIVE FOR 0.16 KM
 LW0418'TO THE STATION ON THE RIGHT ON TOP OF THE SOUTH SIDE OF A MOUND IN
 LW0418'THE MEDIAN, ABOUT 45.72 M (150.00 FT) WEST OF THE SOUTHWEST CORNER
 LW0418'OF A CHAIN LINK FENCE ENCLOSING A RADIO TOWER ANTENNA AND ON THE
 LW0418'NORTH SIDE OF A WITNESS POST.  THE STATION IS A CGS TRIANGULATION
 LW0418'STATION DISK SET IN TOP OF A 30 CM ROUND CONCRETE POST ABOUT
 LW0418'FLUSH WITH THE GROUND, LOCATED 45.88 M (150.52 FT) WEST OF THE
 LW0418'SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND A RADIO TOWER
 LW0418'ANTENNA, 16.77 M (55.02 FT) SOUTHEAST OF RM 2 (WHICH IS SET IN THE TOP
 LW0418'OF A LARGE BOULDER ALONG THE NORTH SIDE OF THE MOUND), 22.41 M
 LW0418'(73.52 FT) NORTH OF THE CENTER OF THE AIRPORT EXIT DRIVE (SLOPE),
 LW0418'16.77
 LW0418'M (55.02 FT) SOUTHWEST OF RM 1 AND 0.3 M (1.0 FT) NORTH OF A
 LW0418'FIBERGLASS WITNESS POST.
 LW0418'
 LW0418
 LW0418                          STATION RECOVERY (2003)
 LW0418
 LW0418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0421 ***********************************************************************
 LW0421  DESIGNATION -  CENTRAL AZ MK
 LW0421  PID         -  LW0421
 LW0421  STATE/COUNTY-  RI/PROVIDENCE
 LW0421  USGS QUAD   -  PAWTUCKET (1975)
 LW0421
 LW0421                         *CURRENT SURVEY CONTROL
 LW0421  ___________________________________________________________________
 LW0421* NAD 83(1986)-  41 55 14.     (N)    071 29 38.     (W)     SCALED    
 LW0421* NAVD 88     -       129.563  (meters)     425.07   (feet)  ADJUSTED  
 LW0421  ___________________________________________________________________
 LW0421  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW0421  DYNAMIC HT  -         129.523 (meters)     424.94  (feet)  COMP
 LW0421  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 LW0421
 LW0421  VERT ORDER  -  SECOND    CLASS 0
 LW0421
 LW0421.This mark is at North Central State Airport (SFZ)
 LW0421
 LW0421.The horizontal coordinates were scaled from a topographic map and have
 LW0421.an estimated accuracy of +/- 6 seconds.
 LW0421
 LW0421.The orthometric height was determined by differential leveling
 LW0421.and adjusted by the National Geodetic Survey in June 1991..
 LW0421
 LW0421.The geoid height was determined by GEOID03.
 LW0421
 LW0421.The dynamic height is computed by dividing the NAVD 88
 LW0421.geopotential number by the normal gravity value computed on the
 LW0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0421.degrees latitude (g = 980.6199 gals.).
 LW0421
 LW0421.The modeled gravity was interpolated from observed gravity values.
 LW0421
 LW0421;                    North         East    Units  Estimated Accuracy
 LW0421;SPC RI       -    92,980.      100,510.      MT  (+/- 180 meters Scaled)
 LW0421
 LW0421                          SUPERSEDED SURVEY CONTROL
 LW0421
 LW0421  NGVD 29 (??/??/92)  129.805  (m)          425.87   (f) ADJ UNCH    2 0
 LW0421
 LW0421.Superseded values are not recommended for survey control.
 LW0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0421.See file dsdata.txt to determine how the superseded data were derived.
 LW0421
 LW0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG931439(NAD 83)
 LW0421_MARKER: DZ = AZIMUTH MARK DISK
 LW0421_SETTING: 80 = SET IN A BOULDER
 LW0421_SP_SET: BOULDER
 LW0421_STAMPING: CENTRAL 1968
 LW0421_MARK LOGO: CGS   
 LW0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0421+STABILITY: SURFACE MOTION
 LW0421
 LW0421  HISTORY     - Date     Condition        Report By
 LW0421  HISTORY     - 1968     MONUMENTED       CGS
 LW0421  HISTORY     - 1969     GOOD             NGS
 LW0421  HISTORY     - 1985     GOOD             RIGS
 LW0421
 LW0421                          STATION DESCRIPTION
 LW0421
 LW0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0421'9.5 MI NW FROM PROVIDENCE.
 LW0421'ABOUT 7.4 MILES NORTH ALONG STATE HIGHWAY 146 AND CHARLES STREET
 LW0421'FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0421'AT PROVIDENCE, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY 116,
 LW0421'THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 123, THENCE 0.2
 LW0421'MILE SOUTHWEST ALONG DRIVEWAY TO NORTH CENTRAL STATE AIRPORT,
 LW0421'AT THE NORTH CENTRAL STATE AIRPORT, ABOUT 0.3 MILE NORTHWEST OF
 LW0421'AND ACROSS THE NORTHEAST-SOUTHWEST RUNWAY FROM THE ADMINISTRATION
 LW0421'BUILDING, ABOUT 0.1 MILE SOUTHEAST OF THE NORTH END OF THE
 LW0421'NORTH-SOUTH RUNWAY, ON A HIGH BANK IN THE EDGE OF THE WOOD, SET
 LW0421'IN THE TOP OF AN IMBEDDED BOULDER WHICH IS 10 FEET LONG-5 FEET
 LW0421'WIDE AT THE WIDEST POINT AND PROJECTS 1 FOOT, 265 FEET EAST OF
 LW0421'THE EAST EDGE OF THE NORTH-SOUTH RUNWAY AND 3.3 FEET SOUTHEAST
 LW0421'OF A METAL WITNESS POST.
 LW0421
 LW0421                          STATION RECOVERY (1985)
 LW0421
 LW0421'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1771 ***********************************************************************
 LW1771  DESIGNATION -  CENTRAL AZ MK 2
 LW1771  PID         -  LW1771
 LW1771  STATE/COUNTY-  RI/PROVIDENCE
 LW1771  USGS QUAD   -  PAWTUCKET (1975)
 LW1771
 LW1771                         *CURRENT SURVEY CONTROL
 LW1771  ___________________________________________________________________
 LW1771* NAD 83(1996)-  41 55 14.32811(N)    071 29 45.89787(W)     ADJUSTED  
 LW1771* NAVD 88     -       127.763  (meters)     419.17   (feet)  ADJUSTED  
 LW1771  ___________________________________________________________________
 LW1771  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 LW1771  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW1771  DYNAMIC HT  -         127.723 (meters)     419.04  (feet)  COMP
 LW1771  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 LW1771
 LW1771  HORZ ORDER  -  SECOND
 LW1771  VERT ORDER  -  SECOND    CLASS II
 LW1771
 LW1771.This mark is at North Central State Airport (SFZ)
 LW1771
 LW1771.The horizontal coordinates were established by classical geodetic methods
 LW1771.and adjusted by the National Geodetic Survey in August 1998..
 LW1771
 LW1771.The orthometric height was determined by differential leveling
 LW1771.and adjusted by the National Geodetic Survey in June 1991..
 LW1771
 LW1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1771
 LW1771.The geoid height was determined by GEOID03.
 LW1771
 LW1771.The dynamic height is computed by dividing the NAVD 88
 LW1771.geopotential number by the normal gravity value computed on the
 LW1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1771.degrees latitude (g = 980.6199 gals.).
 LW1771
 LW1771.The modeled gravity was interpolated from observed gravity values.
 LW1771
 LW1771;                    North         East     Units Scale Factor Converg.
 LW1771;SPC RI       -    92,994.484   100,324.949   MT  0.99999375   +0 00 09.4
 LW1771;SPC RI       -   305,099.40    329,149.44   sFT  0.99999375   +0 00 09.4
 LW1771;UTM  19      - 4,643,978.991   293,016.591   MT  1.00012721   -1 40 05.6
 LW1771
 LW1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1771!SPC RI       -   0.99998457  x   0.99999375  =   0.99997832
 LW1771!UTM  19      -   0.99998457  x   1.00012721  =   1.00011178
 LW1771
 LW1771                          SUPERSEDED SURVEY CONTROL
 LW1771
 LW1771  NAD 83(1996)-  41 55 14.32809(N)    071 29 45.89787(W) AD(       ) 2
 LW1771  NAD 83(1992)-  41 55 14.32658(N)    071 29 45.89699(W) AD(       ) 2
 LW1771  NAD 83(1992)-  41 55 14.32658(N)    071 29 45.89699(W) AD(       ) 2
 LW1771  NAD 83(1986)-  41 55 14.32549(N)    071 29 45.89666(W) AD(       ) 2
 LW1771  NAD 27      -  41 55 13.96904(N)    071 29 47.67842(W) AD(       ) 2
 LW1771  NGVD 29 (12/24/91)  128.04   (m)          420.1    (f) LEVELING    3  
 LW1771
 LW1771.Superseded values are not recommended for survey control.
 LW1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1771.See file dsdata.txt to determine how the superseded data were derived.
 LW1771
 LW1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9301743979(NAD 83)
 LW1771_MARKER: DZ = AZIMUTH MARK DISK
 LW1771_SETTING: 80 = SET IN A BOULDER
 LW1771_SP_SET: BOULDER
 LW1771_STAMPING: CENTRAL 1968 NO 2 1978
 LW1771_MARK LOGO: NGS   
 LW1771_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1771+STABILITY: SURFACE MOTION
 LW1771
 LW1771  HISTORY     - Date     Condition        Report By
 LW1771  HISTORY     - 1978     MONUMENTED       NGS
 LW1771  HISTORY     - 1985     GOOD             RIGS
 LW1771  HISTORY     - 1987     GOOD             RIGS
 LW1771  HISTORY     - 19920630 GOOD             NGS
 LW1771
 LW1771                          STATION DESCRIPTION
 LW1771
 LW1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (RJP)
 LW1771'THE STATION IS LOCATED ABOUT 11.6 KM (7.2 MI)
 LW1771'SOUTHEAST OF SLATERSVILLE,
 LW1771'7.2 KM (4.5 MI) NORTHEAST OF GREENVILLE,
 LW1771'4.5 KM (2.8 MI) NORTH OF ESMOND, AND WITHIN NORTH CENTRAL
 LW1771'AIRPORT.
 LW1771'OWNERSHIP--STATE OF RHODE ISLAND
 LW1771'
 LW1771'TO REACH THE STATION FROM THE NORTH ENTRANCE OF NORTH CENTRAL
 LW1771'AIRPORT, AND THE OPERATIONS BUILDING, GO WEST TO THE END OF RUNWAY 15
 LW1771'AND STATION ON THE LEFT.  CLEARANCE AND ESCORT MUST BE OBTAINED FROM
 LW1771'THE AIRPORT MANAGER BEFORE VISITING THE STATION.
 LW1771'
 LW1771'THE STATION IS A STANDARD NGS DISK
 LW1771'STAMPED---CENTRAL 1968 NO. 2 1978---,
 LW1771'CEMENTED INTO A DRILL HOLE IN THE TOP OF A BOULDER
 LW1771'1.0 M IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1771'58.5 METERS (192.0 FT) SOUTHWEST FROM THE SOUTH EDGE OF RUNWAY 15,
 LW1771'1.8 METERS (6.0 FT) SOUTHWEST FROM THE TOP OF A SLOPE ALONG THE
 LW1771'MOWED EDGE OF AIRFIELD,
 LW1771'1.2 METERS (4.0 FT) SOUTHEAST FROM A METAL WITNESS POST.
 LW1771
 LW1771                          STATION RECOVERY (1985)
 LW1771
 LW1771'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1771'4.5 KM (2.8 MI) NORTH FROM ESMOND.
 LW1771'THE STATION IS LOCATED AT NORTH CENTRAL AIRPORT.  TO REACH THE STATION
 LW1771'FROM THE NORTH ENTRANCE TO NORTH CENTRAL AIRPORT AND THE OPERATIONS
 LW1771'BUILDING, GO WEST TO THE END OF RUNWAY 15, AND THE STATION ON THE
 LW1771'LEFT.  CEMENTED INTO A DRILL HOLE IN THE TOP OF A BOULDER 1.0 METER IN
 LW1771'DIAMETER AND FLUSH WITH THE GROUND.  LOCATED 58.5 METER (192.0 FT)
 LW1771'SOUTHWEST FROM THE SOUTH EDGE OF RUNWAY 15, 2.0 METER (6.0 FT)
 LW1771'SOUTHWEST FROM THE TOP OF A SLOPE ALONG THE MOWED EDGE OF AIRSTRIP,
 LW1771'AND 1.2 METER (4.0 FT) SOUTHEAST FROM A METAL WITNESS POST.
 LW1771'PERMISSION MUST BE OBTAINED FROM THE AIRPORT MANAGER BEFORE ENTERING
 LW1771'ONTO THE FIELD.
 LW1771
 LW1771                          STATION RECOVERY (1987)
 LW1771
 LW1771'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW1771'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW1771'
 LW1771'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW1771
 LW1771                          STATION RECOVERY (1992)
 LW1771
 LW1771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LW1771'STATION IS LOCATED IN THE WEST SECTION OF THE FIELD SE OF RUNWAY END
 LW1771'15 AT THE EDGE OF THE MAINTAINED AREA SOUTH OF RUNWAY 15.  IT IS 191.2
 LW1771'FEET (58.3 M) SOUTH OF THE SOUTH EDGE OF RUNWAY 15/33 AND 20 FEET (6.1
 LW1771'M) EAST OF THE PROJECTION OF THE TWO FIRST RUNWAY LIGHTS. IT IS ALSO 4
 LW1771'FEET (1.2 M) EAST OF THE WITNESS SIGN.  THE STATION IS AN NGS AZIMUTH
 LW1771'MARK DISK STAMPED CENTRAL 1968 NO 2 1978 CEMENTED INTO THE TOP OF A
 LW1771'LARGE BOULDER AT THE EDGE OF THE CLEARED GROUND, THE AFOREMENTIONED
 LW1771'MAINTAINED AREA, ON THE DOWNSLOPE SIDE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2739 ***********************************************************************
 LW2739  DESIGNATION -  CENTRAL FALLS BAP CH SPIRE
 LW2739  PID         -  LW2739
 LW2739  STATE/COUNTY-  RI/PROVIDENCE
 LW2739  USGS QUAD   -  PAWTUCKET (1975)
 LW2739
 LW2739                         *CURRENT SURVEY CONTROL
 LW2739  ___________________________________________________________________
 LW2739* NAD 83(1996)-  41 53 09.43267(N)    071 23 12.91031(W)     ADJUSTED  
 LW2739* NAVD 88     -                                                        
 LW2739  ___________________________________________________________________
 LW2739  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LW2739  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW2739
 LW2739  HORZ ORDER  -  THIRD
 LW2739
 LW2739.The horizontal coordinates were established by classical geodetic methods
 LW2739.and adjusted by the National Geodetic Survey in August 1998..
 LW2739
 LW2739
 LW2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2739
 LW2739.The geoid height was determined by GEOID03.
 LW2739
 LW2739;                    North         East     Units Scale Factor Converg.
 LW2739;SPC RI       -    89,147.265   109,385.455   MT  0.99999483   +0 04 31.8
 LW2739;SPC RI       -   292,477.32    358,875.45   sFT  0.99999483   +0 04 31.8
 LW2739;UTM  19      - 4,639,868.864   301,962.102   MT  1.00008262   -1 35 38.9
 LW2739
 LW2739                          SUPERSEDED SURVEY CONTROL
 LW2739
 LW2739  NAD 83(1996)-  41 53 09.43267(N)    071 23 12.91031(W) AD(       ) 4
 LW2739  NAD 83(1992)-  41 53 09.43126(N)    071 23 12.90937(W) AD(       ) 4
 LW2739  NAD 83(1992)-  41 53 09.43125(N)    071 23 12.90938(W) AD(       ) 4
 LW2739  NAD 83(1986)-  41 53 09.43051(N)    071 23 12.90696(W) AD(       ) 4
 LW2739  NAD 27      -  41 53 09.08200(N)    071 23 14.70600(W) AD(       ) 3
 LW2739
 LW2739.Superseded values are not recommended for survey control.
 LW2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2739.See file dsdata.txt to determine how the superseded data were derived.
 LW2739
 LW2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0196239869(NAD 83)
 LW2739
 LW2739  HISTORY     - Date     Condition        Report By
 LW2739  HISTORY     - UNK      MONUMENTED
 LW2739  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2739  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2739  HISTORY     - 20040816 MARK NOT FOUND   GEOCAC
 LW2739
 LW2739                          STATION DESCRIPTION
 LW2739
 LW2739'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2739'THE BROAD STREET BAPTIST CHURCH STANDS ON THE NORTHEAST CORNER
 LW2739'OF BROAD AND CENTRAL STREETS AND WAS BUILT ABOUT 1874.
 LW2739'
 LW2739'ACCORDING TO THE CHURCH CLERK, THE SPIRE WAS REMOVED ABOUT
 LW2739'4 YEARS AGO, AND IN ITS PLACE, THERE WAS BUILT ON TOP OF THE OLD
 LW2739'BELFRY A SHORT PYRAMID TOPPED WITH A WEATHERVANE.  ALTHOUGH NOT
 LW2739'THE SAME STRUCTURE, THE WEATHERVANE IS PROBABLY WITHIN A FEW
 LW2739'INCHES OF THE SAME GEOGRAPHIC POSITION AS WAS THE TIP OF THE
 LW2739'SPIRE.
 LW2739
 LW2739                          STATION RECOVERY (1956)
 LW2739
 LW2739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2739'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2739'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION--
 LW2739'
 LW2739'THE ROOF OF THE SPIRE IS DARK-COLORED SHINGLES, AND THE ARROW
 LW2739'OF THE WEATHER VANE IS GILT.
 LW2739
 LW2739                          STATION RECOVERY (2004)
 LW2739
 LW2739'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2739'DID NOT FIND STATION AT THE LOCATION DESCRIBED.  INSTEAD, THERE IS A
 LW2739'MODERN CHURCH WITH NO SPIRE, THAT HAD A CORNERSTONE OF 1975 - MUCH
 LW2739'MORE RECENT THAN THE LAST LOG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2752 ***********************************************************************
 LW2752  DESIGNATION -  CENTRAL FALLS CITY HALL CUPOLA
 LW2752  PID         -  LW2752
 LW2752  STATE/COUNTY-  RI/PROVIDENCE
 LW2752  USGS QUAD   -  PAWTUCKET (1975)
 LW2752
 LW2752                         *CURRENT SURVEY CONTROL
 LW2752  ___________________________________________________________________
 LW2752* NAD 83(1996)-  41 53 14.34231(N)    071 23 14.95001(W)     ADJUSTED  
 LW2752* NAVD 88     -                                                        
 LW2752  ___________________________________________________________________
 LW2752  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LW2752  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LW2752
 LW2752  HORZ ORDER  -  THIRD
 LW2752
 LW2752.The horizontal coordinates were established by classical geodetic methods
 LW2752.and adjusted by the National Geodetic Survey in August 1998..
 LW2752
 LW2752
 LW2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2752
 LW2752.The geoid height was determined by GEOID03.
 LW2752
 LW2752;                    North         East     Units Scale Factor Converg.
 LW2752;SPC RI       -    89,298.679   109,338.231   MT  0.99999482   +0 04 30.4
 LW2752;SPC RI       -   292,974.08    358,720.51   sFT  0.99999482   +0 04 30.4
 LW2752;SPC MA M     -   848,559.845   209,338.094   MT  0.99997942   +0 04 32.1
 LW2752;SPC MA M     - 2,783,983.42    686,803.40   sFT  0.99997942   +0 04 32.1
 LW2752;UTM  19      - 4,640,021.603   301,919.306   MT  1.00008283   -1 35 40.4
 LW2752
 LW2752                          SUPERSEDED SURVEY CONTROL
 LW2752
 LW2752  NAD 83(1996)-  41 53 14.34230(N)    071 23 14.94999(W) AD(       ) 4
 LW2752  NAD 83(1992)-  41 53 14.34085(N)    071 23 14.94911(W) AD(       ) 4
 LW2752  NAD 83(1992)-  41 53 14.34084(N)    071 23 14.94912(W) AD(       ) 4
 LW2752  NAD 83(1986)-  41 53 14.33981(N)    071 23 14.94718(W) AD(       ) 4
 LW2752  NAD 27      -  41 53 13.97848(N)    071 23 16.74587(W) AD(       ) 3
 LW2752
 LW2752.Superseded values are not recommended for survey control.
 LW2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2752.See file dsdata.txt to determine how the superseded data were derived.
 LW2752
 LW2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0191940022(NAD 83)
 LW2752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2752+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW2752
 LW2752  HISTORY     - Date     Condition        Report By
 LW2752  HISTORY     - 1968     MONUMENTED       CGS
 LW2752  HISTORY     - 20040816 GOOD             GEOCAC
 LW2752
 LW2752                          STATION DESCRIPTION
 LW2752
 LW2752'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2752'THE STATION, CENTRAL FALLS CITY HALL CUPOLA, IS THE TOP CENTER
 LW2752'OF THE CUPOLA WHICH IS ABOUT 75 FEET IN HEIGHT.
 LW2752'
 LW2752'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF BROAD STREET
 LW2752'(ST. HWY. 114) AND SUMMIT STREET IN CENTER OF CENTRAL FALLS.
 LW2752
 LW2752                          STATION RECOVERY (2004)
 LW2752
 LW2752'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2748 ***********************************************************************
 LW2748  DESIGNATION -  CENTRAL FALLS CORNING WORKS TK
 LW2748  PID         -  LW2748
 LW2748  STATE/COUNTY-  RI/PROVIDENCE
 LW2748  USGS QUAD   -  PAWTUCKET (1975)
 LW2748
 LW2748                         *CURRENT SURVEY CONTROL
 LW2748  ___________________________________________________________________
 LW2748* NAD 83(1996)-  41 53 45.20676(N)    071 23 12.34013(W)     ADJUSTED  
 LW2748* NAVD 88     -                                                        
 LW2748  ___________________________________________________________________
 LW2748  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LW2748  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LW2748
 LW2748  HORZ ORDER  -  THIRD
 LW2748
 LW2748.The horizontal coordinates were established by classical geodetic methods
 LW2748.and adjusted by the National Geodetic Survey in August 1998..
 LW2748
 LW2748
 LW2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2748
 LW2748.The geoid height was determined by GEOID03.
 LW2748
 LW2748;                    North         East     Units Scale Factor Converg.
 LW2748;SPC RI       -    90,251.017   109,397.144   MT  0.99999484   +0 04 32.2
 LW2748;SPC RI       -   296,098.54    358,913.80   sFT  0.99999484   +0 04 32.2
 LW2748;SPC MA M     -   849,512.168   209,396.999   MT  0.99997862   +0 04 33.8
 LW2748;SPC MA M     - 2,787,107.84    686,996.65   sFT  0.99997862   +0 04 33.8
 LW2748;UTM  19      - 4,640,971.903   302,005.953   MT  1.00008241   -1 35 39.6
 LW2748
 LW2748                          SUPERSEDED SURVEY CONTROL
 LW2748
 LW2748  NAD 83(1996)-  41 53 45.20673(N)    071 23 12.34014(W) AD(       ) 4
 LW2748  NAD 83(1992)-  41 53 45.20524(N)    071 23 12.33925(W) AD(       ) 4
 LW2748  NAD 83(1992)-  41 53 45.20521(N)    071 23 12.33927(W) AD(       ) 4
 LW2748  NAD 83(1986)-  41 53 45.20375(N)    071 23 12.33819(W) AD(       ) 4
 LW2748  NAD 27      -  41 53 44.84590(N)    071 23 14.13381(W) AD(       ) 3
 LW2748
 LW2748.Superseded values are not recommended for survey control.
 LW2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2748.See file dsdata.txt to determine how the superseded data were derived.
 LW2748
 LW2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0200640972(NAD 83)
 LW2748
 LW2748  HISTORY     - Date     Condition        Report By
 LW2748  HISTORY     - 1968     MONUMENTED       CGS
 LW2748
 LW2748                          STATION DESCRIPTION
 LW2748
 LW2748'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2748'THE STATION, CENTRAL FALLS CORNING GLASS WORKS WATER TANK, IS THE
 LW2748'TOP CENTER OF THE BLACK CYLINDRICAL TANK WHICH IS SUPPORTED BY
 LW2748'4 STEEL LEGS AND IS ABOUT 90 FEET IN HEIGHT.
 LW2748'
 LW2748'THE STATION IS LOCATED AT THE CORNING GLASS WORKS PLANT ON THE
 LW2748'EAST SIDE OF BROAD STREET (ST. HWY. 114) IN THE NORTHERN MOST PART
 LW2748'OF CENTRAL FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2757 ***********************************************************************
 LW2757  DESIGNATION -  CENTRAL FALLS HASBRO TOY CO TK
 LW2757  PID         -  LW2757
 LW2757  STATE/COUNTY-  RI/PROVIDENCE
 LW2757  USGS QUAD   -  PAWTUCKET (1975)
 LW2757
 LW2757                         *CURRENT SURVEY CONTROL
 LW2757  ___________________________________________________________________
 LW2757* NAD 83(1996)-  41 53 38.39569(N)    071 23 09.14867(W)     ADJUSTED  
 LW2757* NAVD 88     -                                                        
 LW2757  ___________________________________________________________________
 LW2757  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 LW2757  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LW2757
 LW2757  HORZ ORDER  -  THIRD
 LW2757
 LW2757.The horizontal coordinates were established by classical geodetic methods
 LW2757.and adjusted by the National Geodetic Survey in August 1998..
 LW2757
 LW2757
 LW2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2757
 LW2757.The geoid height was determined by GEOID03.
 LW2757
 LW2757;                    North         East     Units Scale Factor Converg.
 LW2757;SPC RI       -    90,040.973   109,470.991   MT  0.99999485   +0 04 34.3
 LW2757;SPC RI       -   295,409.43    359,156.08   sFT  0.99999485   +0 04 34.3
 LW2757;SPC MA M     -   849,302.128   209,470.846   MT  0.99997879   +0 04 36.0
 LW2757;SPC MA M     - 2,786,418.73    687,238.93   sFT  0.99997879   +0 04 36.0
 LW2757;UTM  19      - 4,640,759.778   302,073.653   MT  1.00008208   -1 35 37.3
 LW2757
 LW2757                          SUPERSEDED SURVEY CONTROL
 LW2757
 LW2757  NAD 83(1996)-  41 53 38.39565(N)    071 23 09.14869(W) AD(       ) 4
 LW2757  NAD 83(1992)-  41 53 38.39418(N)    071 23 09.14779(W) AD(       ) 4
 LW2757  NAD 83(1992)-  41 53 38.39415(N)    071 23 09.14782(W) AD(       ) 4
 LW2757  NAD 83(1986)-  41 53 38.39269(N)    071 23 09.14673(W) AD(       ) 4
 LW2757  NAD 27      -  41 53 38.03532(N)    071 23 10.94203(W) AD(       ) 3
 LW2757
 LW2757.Superseded values are not recommended for survey control.
 LW2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2757.See file dsdata.txt to determine how the superseded data were derived.
 LW2757
 LW2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0207440760(NAD 83)
 LW2757
 LW2757  HISTORY     - Date     Condition        Report By
 LW2757  HISTORY     - 1968     MONUMENTED       CGS
 LW2757
 LW2757                          STATION DESCRIPTION
 LW2757
 LW2757'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2757'THE STATION, CENTRAL FALLS HASBRO TOY MANUFACTURING COMPANY
 LW2757'WATER TANK, IS THE TOP CENTER OF THE LIGHT GREEN CYLINDRICAL
 LW2757'TANK WHICH IS SUPPORTED BY 4 STEEL LEGS AND IS ABOUT 90 FEET IN
 LW2757'HEIGHT.  THE TANK HAS THE WORD HASBRO PAINTED IN RED LETTERS ON
 LW2757'THE SIDE OF THE TANK.
 LW2757'
 LW2757'THE STATION IS LOCATED AT THE HASBRO TOY MANUFACTURING COMPANY
 LW2757'ON THE EAST SIDE OF BROAD STREET (ST. HWY. 114) IN THE NORTHERN
 LW2757'MOST PART OF CENTRAL FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2747 ***********************************************************************
 LW2747  DESIGNATION -  CENTRAL FALLS SACRED H CATH CH
 LW2747  PID         -  LW2747
 LW2747  STATE/COUNTY-  RI/PROVIDENCE
 LW2747  USGS QUAD   -  PAWTUCKET (1975)
 LW2747
 LW2747                         *CURRENT SURVEY CONTROL
 LW2747  ___________________________________________________________________
 LW2747* NAD 83(1996)-  41 53 17.92828(N)    071 23 15.08219(W)     ADJUSTED  
 LW2747* NAVD 88     -                                                        
 LW2747  ___________________________________________________________________
 LW2747  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LW2747  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LW2747
 LW2747  HORZ ORDER  -  THIRD
 LW2747
 LW2747.The horizontal coordinates were established by classical geodetic methods
 LW2747.and adjusted by the National Geodetic Survey in August 1998..
 LW2747
 LW2747
 LW2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2747
 LW2747.The geoid height was determined by GEOID03.
 LW2747
 LW2747;                    North         East     Units Scale Factor Converg.
 LW2747;SPC RI       -    89,409.313   109,335.039   MT  0.99999482   +0 04 30.4
 LW2747;SPC RI       -   293,337.05    358,710.04   sFT  0.99999482   +0 04 30.4
 LW2747;SPC MA M     -   848,670.477   209,334.901   MT  0.99997933   +0 04 32.0
 LW2747;SPC MA M     - 2,784,346.39    686,792.92   sFT  0.99997933   +0 04 32.0
 LW2747;UTM  19      - 4,640,132.293   301,919.339   MT  1.00008283   -1 35 40.6
 LW2747
 LW2747                          SUPERSEDED SURVEY CONTROL
 LW2747
 LW2747  NAD 83(1996)-  41 53 17.92825(N)    071 23 15.08214(W) AD(       ) 4
 LW2747  NAD 83(1992)-  41 53 17.92677(N)    071 23 15.08130(W) AD(       ) 4
 LW2747  NAD 83(1992)-  41 53 17.92674(N)    071 23 15.08129(W) AD(       ) 4
 LW2747  NAD 83(1986)-  41 53 17.92530(N)    071 23 15.08021(W) AD(       ) 4
 LW2747  NAD 27      -  41 53 17.56647(N)    071 23 16.88079(W) AD(       ) 3
 LW2747
 LW2747.Superseded values are not recommended for survey control.
 LW2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2747.See file dsdata.txt to determine how the superseded data were derived.
 LW2747
 LW2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0191940132(NAD 83)
 LW2747
 LW2747  HISTORY     - Date     Condition        Report By
 LW2747  HISTORY     - 1968     MONUMENTED       CGS
 LW2747  HISTORY     - 20040816 MARK NOT FOUND   GEOCAC
 LW2747
 LW2747                          STATION DESCRIPTION
 LW2747
 LW2747'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2747'THE STATION, CENTRAL FALLS SACRED HEART CATHOLIC CHURCH SPIRE,
 LW2747'IS THE TOP CENTER OF THE CROSS ATOP THE SPIRE.  IT IS ABOUT 100
 LW2747'FEET IN HEIGHT.
 LW2747'
 LW2747'THE STATION IS LOCATED ON THE WEST SIDE OF BROAD STREET
 LW2747'(ST. HWY. 114) AT THE INTERSECTION OF BROAD STREET AND SACRED
 LW2747'HEART AVENUE IN CENTER OF CENTRAL FALLS.
 LW2747
 LW2747                          STATION RECOVERY (2004)
 LW2747
 LW2747'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2747'SPIRE NOT FOUND ON CHURCH.  ON FRONT OF CHURCH, TO THE LEFT OF THE
 LW2747'MAIN DOOR, THERE ARE TWO YEARS EMBOSSED IN THE CEMENT -  1921 AND
 LW2747'1972.  THE SECOND YEAR MAY INDICATE WHEN THE SPIRE WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2754 ***********************************************************************
 LW2754  DESIGNATION -  CENTRAL FALLS TRINITY CATH CH
 LW2754  PID         -  LW2754
 LW2754  STATE/COUNTY-  RI/PROVIDENCE
 LW2754  USGS QUAD   -  PAWTUCKET (1975)
 LW2754
 LW2754                         *CURRENT SURVEY CONTROL
 LW2754  ___________________________________________________________________
 LW2754* NAD 83(1996)-  41 53 20.19513(N)    071 23 45.55682(W)     ADJUSTED  
 LW2754* NAVD 88     -                                                        
 LW2754  ___________________________________________________________________
 LW2754  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 LW2754  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW2754
 LW2754  HORZ ORDER  -  THIRD
 LW2754
 LW2754.The horizontal coordinates were established by classical geodetic methods
 LW2754.and adjusted by the National Geodetic Survey in August 1998..
 LW2754
 LW2754
 LW2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2754
 LW2754.The geoid height was determined by GEOID03.
 LW2754
 LW2754;                    North         East     Units Scale Factor Converg.
 LW2754;SPC RI       -    89,478.366   108,632.387   MT  0.99999467   +0 04 10.0
 LW2754;SPC RI       -   293,563.61    356,404.76   sFT  0.99999467   +0 04 10.0
 LW2754;SPC MA M     -   848,739.523   208,632.260   MT  0.99997927   +0 04 11.5
 LW2754;SPC MA M     - 2,784,572.92    684,487.67   sFT  0.99997927   +0 04 11.5
 LW2754;UTM  19      - 4,640,221.798   301,218.935   MT  1.00008625   -1 36 01.1
 LW2754
 LW2754                          SUPERSEDED SURVEY CONTROL
 LW2754
 LW2754  NAD 83(1996)-  41 53 20.19509(N)    071 23 45.55677(W) AD(       ) 4
 LW2754  NAD 83(1992)-  41 53 20.19363(N)    071 23 45.55593(W) AD(       ) 4
 LW2754  NAD 83(1992)-  41 53 20.19359(N)    071 23 45.55593(W) AD(       ) 4
 LW2754  NAD 83(1986)-  41 53 20.19217(N)    071 23 45.55521(W) AD(       ) 4
 LW2754  NAD 27      -  41 53 19.83487(N)    071 23 47.35002(W) AD(       ) 3
 LW2754
 LW2754.Superseded values are not recommended for survey control.
 LW2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2754.See file dsdata.txt to determine how the superseded data were derived.
 LW2754
 LW2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0121940222(NAD 83)
 LW2754
 LW2754  HISTORY     - Date     Condition        Report By
 LW2754  HISTORY     - 1968     MONUMENTED       CGS
 LW2754
 LW2754                          STATION DESCRIPTION
 LW2754
 LW2754'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2754'THE STATION, CENTRAL FALLS TRINITY CATHOLIC CHURCH SPIRE, IS
 LW2754'THE TOP CENTER OF CROSS ATOP SPIRE AND IS ABOUT 100 FEET IN
 LW2754'HEIGHT.
 LW2754'
 LW2754'THE STATION IS LOCATED IN SOUTHWEST CORNER OF HEDLY AVENUE AND
 LW2754'FULLER AVENUE IN WEST PART OF CENTRAL FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0417 ***********************************************************************
 LW0417  DESIGNATION -  CENTRAL RM 1
 LW0417  PID         -  LW0417
 LW0417  STATE/COUNTY-  RI/PROVIDENCE
 LW0417  USGS QUAD   -  PAWTUCKET (1975)
 LW0417
 LW0417                         *CURRENT SURVEY CONTROL
 LW0417  ___________________________________________________________________
 LW0417* NAD 83(1996)-  41 55 09.24366(N)    071 29 15.82412(W)     ADJUSTED  
 LW0417* NAVD 88     -       141.538  (meters)     464.36   (feet)  ADJUSTED  
 LW0417  ___________________________________________________________________
 LW0417  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 LW0417  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LW0417  DYNAMIC HT  -         141.494 (meters)     464.22  (feet)  COMP
 LW0417  MODELED GRAV-     980,308.1   (mgal)                       NAVD 88
 LW0417
 LW0417  HORZ ORDER  -  SECOND
 LW0417  VERT ORDER  -  SECOND    CLASS 0
 LW0417
 LW0417.This mark is at North Central State Airport (SFZ)
 LW0417
 LW0417.The horizontal coordinates were established by classical geodetic methods
 LW0417.and adjusted by the National Geodetic Survey in August 1998..
 LW0417
 LW0417.The orthometric height was determined by differential leveling
 LW0417.and adjusted by the National Geodetic Survey in June 1991..
 LW0417
 LW0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0417
 LW0417.The geoid height was determined by GEOID03.
 LW0417
 LW0417.The dynamic height is computed by dividing the NAVD 88
 LW0417.geopotential number by the normal gravity value computed on the
 LW0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0417.degrees latitude (g = 980.6199 gals.).
 LW0417
 LW0417.The modeled gravity was interpolated from observed gravity values.
 LW0417
 LW0417;                    North         East     Units Scale Factor Converg.
 LW0417;SPC RI       -    92,837.679   101,017.946   MT  0.99999376   +0 00 29.5
 LW0417;SPC RI       -   304,584.95    331,423.04   sFT  0.99999376   +0 00 29.5
 LW0417;UTM  19      - 4,643,802.023   293,704.813   MT  1.00012371   -1 39 45.3
 LW0417
 LW0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0417!SPC RI       -   0.99998241  x   0.99999376  =   0.99997617
 LW0417!UTM  19      -   0.99998241  x   1.00012371  =   1.00010612
 LW0417
 LW0417                          SUPERSEDED SURVEY CONTROL
 LW0417
 LW0417  NAD 83(1996)-  41 55 09.24366(N)    071 29 15.82412(W) AD(       ) 2
 LW0417  NAD 83(1992)-  41 55 09.24211(N)    071 29 15.82322(W) AD(       ) 2
 LW0417  NAD 83(1992)-  41 55 09.24211(N)    071 29 15.82322(W) AD(       ) 2
 LW0417  NAD 83(1986)-  41 55 09.24094(N)    071 29 15.82273(W) AD(       ) 2
 LW0417  NGVD 29 (??/??/92)  141.778  (m)          465.15   (f) ADJ UNCH    2 0
 LW0417
 LW0417.Superseded values are not recommended for survey control.
 LW0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0417.See file dsdata.txt to determine how the superseded data were derived.
 LW0417
 LW0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9370543802(NAD 83)
 LW0417_MARKER: DR = REFERENCE MARK DISK
 LW0417_SETTING: 80 = SET IN A BOULDER
 LW0417_SP_SET: BOULDER
 LW0417_STAMPING: CENTRAL NO 1 1968
 LW0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0417+STABILITY: SURFACE MOTION
 LW0417
 LW0417  HISTORY     - Date     Condition        Report By
 LW0417  HISTORY     - 1968     MONUMENTED       CGS
 LW0417  HISTORY     - 1969     GOOD             NGS
 LW0417
 LW0417                          STATION DESCRIPTION
 LW0417
 LW0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0417'9.4 MI NW FROM PROVIDENCE.
 LW0417'ABOUT 7.4 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY 146
 LW0417'FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET AT
 LW0417'PROVIDENCE, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY 116, THENCE
 LW0417'1.1 MILES SOUTH ALONG STATE HIGHWAY 123, THENCE 0.15 MILE
 LW0417'SOUTHWEST ALONG THE DRIVEWAY TO THE NORTH CENTRAL STATE AIRPORT, 55.6
 LW0417'FEET NORTHEAST OF THE STATION MARK DESCRIBED, SET IN THE TOP
 LW0417'OF AN IMBEDDED BOULDER WHICH IS 4 FEET LONG-1 1/2 FEET WIDE AND
 LW0417'PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND, 76.6 FEET
 LW0417'EAST OF RM 2 DESCRIBED, 54 FEET SOUTH OF THE CENTER LINE OF THE
 LW0417'WESTBOUND DRIVE TO AIRPORT AND 6 FEET ABOVE THE LEVEL OF THE
 LW0417'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0419 ***********************************************************************
 LW0419  DESIGNATION -  CENTRAL RM 2
 LW0419  PID         -  LW0419
 LW0419  STATE/COUNTY-  RI/PROVIDENCE
 LW0419  USGS QUAD   -  PAWTUCKET (1975)
 LW0419
 LW0419                         *CURRENT SURVEY CONTROL
 LW0419  ___________________________________________________________________
 LW0419* NAD 83(1996)-  41 55 09.09812(N)    071 29 16.81811(W)     ADJUSTED  
 LW0419* NAVD 88     -       142.224  (meters)     466.61   (feet)  ADJUSTED  
 LW0419  ___________________________________________________________________
 LW0419  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 LW0419  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LW0419  DYNAMIC HT  -         142.180 (meters)     466.47  (feet)  COMP
 LW0419  MODELED GRAV-     980,308.1   (mgal)                       NAVD 88
 LW0419
 LW0419  HORZ ORDER  -  SECOND
 LW0419  VERT ORDER  -  SECOND    CLASS 0
 LW0419
 LW0419.This mark is at North Central State Airport (SFZ)
 LW0419
 LW0419.The horizontal coordinates were established by classical geodetic methods
 LW0419.and adjusted by the National Geodetic Survey in August 1998..
 LW0419
 LW0419.The orthometric height was determined by differential leveling
 LW0419.and adjusted by the National Geodetic Survey in June 1991..
 LW0419
 LW0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0419
 LW0419.The geoid height was determined by GEOID03.
 LW0419
 LW0419.The dynamic height is computed by dividing the NAVD 88
 LW0419.geopotential number by the normal gravity value computed on the
 LW0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0419.degrees latitude (g = 980.6199 gals.).
 LW0419
 LW0419.The modeled gravity was interpolated from observed gravity values.
 LW0419
 LW0419;                    North         East     Units Scale Factor Converg.
 LW0419;SPC RI       -    92,833.185   100,995.042   MT  0.99999376   +0 00 28.8
 LW0419;SPC RI       -   304,570.21    331,347.90   sFT  0.99999376   +0 00 28.8
 LW0419;UTM  19      - 4,643,798.199   293,681.784   MT  1.00012382   -1 39 46.0
 LW0419
 LW0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0419!SPC RI       -   0.99998230  x   0.99999376  =   0.99997607
 LW0419!UTM  19      -   0.99998230  x   1.00012382  =   1.00010612
 LW0419
 LW0419                          SUPERSEDED SURVEY CONTROL
 LW0419
 LW0419  NAD 83(1996)-  41 55 09.09812(N)    071 29 16.81811(W) AD(       ) 2
 LW0419  NAD 83(1992)-  41 55 09.09657(N)    071 29 16.81721(W) AD(       ) 2
 LW0419  NAD 83(1992)-  41 55 09.09657(N)    071 29 16.81721(W) AD(       ) 2
 LW0419  NAD 83(1986)-  41 55 09.09537(N)    071 29 16.81671(W) AD(       ) 2
 LW0419  NGVD 29 (??/??/92)  142.464  (m)          467.40   (f) ADJ UNCH    2 0
 LW0419
 LW0419.Superseded values are not recommended for survey control.
 LW0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0419.See file dsdata.txt to determine how the superseded data were derived.
 LW0419
 LW0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9368243798(NAD 83)
 LW0419_MARKER: DR = REFERENCE MARK DISK
 LW0419_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0419_SP_SET: UNSPECIFIED ROCK
 LW0419_STAMPING: CENTRAL NO 2 1968
 LW0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0419
 LW0419  HISTORY     - Date     Condition        Report By
 LW0419  HISTORY     - 1968     MONUMENTED       CGS
 LW0419  HISTORY     - 1969     GOOD             NGS
 LW0419
 LW0419                          STATION DESCRIPTION
 LW0419
 LW0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0419'9.4 MI NW FROM PROVIDENCE.
 LW0419'ABOUT 7.4 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0419'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0419'AT PROVIDENCE, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY 116,
 LW0419'THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 123, THENCE 0.15
 LW0419'MILE SOUTHWEST ALONG A DRIVEWAY TO THE NORTH CENTRAL STATE
 LW0419'AIRPORT, ABOUT 0.1 MILE EAST OF THE ADMINISTRATION BUILDING FOR
 LW0419'AIRPORT, 54.7 FEET NORTHWEST OF THE STATION MARK DESCRIBED, SET
 LW0419'IN THE TOP OF A ROCK WHICH IS ABOUT 12 FEET LONG AT GROUND
 LW0419'LEVEL AND PROJECTS 3 FEET, 65 FEET SOUTH OF THE CENTER LINE
 LW0419'OF THE WESTBOUND LANE OF THE DRIVE, 13.8 FEET EAST OF A METAL
 LW0419'WITNESS POST, 10 FEET ABOVE THE LEVEL OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5627 ***********************************************************************
 LW5627  DESIGNATION -  CH 001
 LW5627  PID         -  LW5627
 LW5627  STATE/COUNTY-  RI/WASHINGTON
 LW5627  USGS QUAD   -  KINGSTON (1975)
 LW5627
 LW5627                         *CURRENT SURVEY CONTROL
 LW5627  ___________________________________________________________________
 LW5627* NAD 83(1996)-  41 23 27.51978(N)    071 37 15.18850(W)     ADJUSTED  
 LW5627* NAVD 88     -        25.500  (meters)      83.66   (feet)  ADJUSTED  
 LW5627  ___________________________________________________________________
 LW5627  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 LW5627  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW5627  DYNAMIC HT  -          25.492 (meters)      83.64  (feet)  COMP
 LW5627  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 LW5627
 LW5627  HORZ ORDER  -  SECOND
 LW5627  VERT ORDER  -  SECOND    CLASS II
 LW5627
 LW5627.The horizontal coordinates were established by classical geodetic methods
 LW5627.and adjusted by the National Geodetic Survey in August 1998..
 LW5627
 LW5627.The orthometric height was determined by differential leveling
 LW5627.and adjusted by the National Geodetic Survey in April 1995..
 LW5627
 LW5627.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5627
 LW5627.The geoid height was determined by GEOID03.
 LW5627
 LW5627.The dynamic height is computed by dividing the NAVD 88
 LW5627.geopotential number by the normal gravity value computed on the
 LW5627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5627.degrees latitude (g = 980.6199 gals.).
 LW5627
 LW5627.The modeled gravity was interpolated from observed gravity values.
 LW5627
 LW5627;                    North         East     Units Scale Factor Converg.
 LW5627;SPC RI       -    34,173.361    89,889.660   MT  0.99999501   -0 04 47.7
 LW5627;SPC RI       -   112,117.10    294,912.99   sFT  0.99999501   -0 04 47.7
 LW5627;UTM  19      - 4,585,475.698   280,877.413   MT  1.00019094   -1 44 01.0
 LW5627
 LW5627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5627!SPC RI       -   1.00000078  x   0.99999501  =   0.99999579
 LW5627!UTM  19      -   1.00000078  x   1.00019094  =   1.00019172
 LW5627
 LW5627                          SUPERSEDED SURVEY CONTROL
 LW5627
 LW5627  NAD 83(1996)-  41 23 27.51850(N)    071 37 15.18768(W) AD(       ) 2
 LW5627  NAD 83(1992)-  41 23 27.51840(N)    071 37 15.18773(W) AD(       ) 2
 LW5627  NAD 83(1992)-  41 23 27.51685(N)    071 37 15.18771(W) AD(       ) 2
 LW5627  NAD 83(1992)-  41 23 27.51696(N)    071 37 15.18774(W) AD(       ) 2
 LW5627  NGVD 29 (09/30/94)   25.78   (m)           84.6    (f) LEVELING    3  
 LW5627
 LW5627.Superseded values are not recommended for survey control.
 LW5627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5627.See file dsdata.txt to determine how the superseded data were derived.
 LW5627
 LW5627_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8087785476(NAD 83)
 LW5627_MARKER: DD = SURVEY DISK
 LW5627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5627_SP_SET: CONCRETE POST
 LW5627_STAMPING: CH 001 1986
 LW5627_MARK LOGO: RIGS  
 LW5627_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5627+STABILITY: SURFACE MOTION
 LW5627
 LW5627  HISTORY     - Date     Condition        Report By
 LW5627  HISTORY     - 1986     MONUMENTED       RIGS
 LW5627
 LW5627                          STATION DESCRIPTION
 LW5627
 LW5627'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5627'THE STATION IS LOCATED ABOUT 7.6 KM (4.75 MI) SOUTHEAST OF CAROLINA
 LW5627'CENTER, 5.0 KM (3.1 MI) WEST SOUTHWEST OF PERRYVILLE CENTER, 1.9 KM
 LW5627'(1.2 MI) NORTHEAST OF CHARLESTOWN CENTER.  OWNERSHIP--STATE RIGHT OF
 LW5627'WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 110 AND
 LW5627'U.S. HIGHWAY 1, WHICH IS ABOUT 0.3 KM (0.2 MI) SOUTH OF PERRYVILLE
 LW5627'CENTER, GO SOUTH FOR 5.0 KM (3.15 MI) ON U.S. HIGHWAY 1, TO THE
 LW5627'STATION ON THE LEFT, SET IN THE MEDIAN.  THE STATION DISK IS SET INTO
 LW5627'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND FLUSH WITH
 LW5627'THE GROUND.  LOCATED 11.0 METERS (36.0 FT) NORTH FROM THE CENTERLINE
 LW5627'OF ROUTE 1 NORTHBOUND, 8.2 METERS (27.0 FT) SOUTH FROM THE CENTERLINE
 LW5627'OF ROUTE 1 SOUTHBOUND, 6.1 METERS (20.0 FT) WEST FROM THE NORTHEAST
 LW5627'EDGE OF BERM AT THE MEDIAN TURNAROUND, 0.9 METERS (3.0 FT) NORTH
 LW5627'NORTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5525 ***********************************************************************
 LW5525  DESIGNATION -  CH 002
 LW5525  PID         -  LW5525
 LW5525  STATE/COUNTY-  RI/WASHINGTON
 LW5525  USGS QUAD   -  CAROLINA (1970)
 LW5525
 LW5525                         *CURRENT SURVEY CONTROL
 LW5525  ___________________________________________________________________
 LW5525* NAD 83(1996)-  41 23 09.98769(N)    071 39 08.93078(W)     ADJUSTED  
 LW5525* NAVD 88     -        17.1    (meters)      56.     (feet)  VERTCON   
 LW5525  ___________________________________________________________________
 LW5525  X           -   1,508,531.743 (meters)                     COMP
 LW5525  Y           -  -4,548,720.313 (meters)                     COMP
 LW5525  Z           -   4,194,681.419 (meters)                     COMP
 LW5525  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 LW5525  ELLIP HEIGHT-         -13.39  (meters)          (06/13/02) GPS OBS
 LW5525  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LW5525
 LW5525  HORZ ORDER  -  THIRD
 LW5525  ELLP ORDER  -  FOURTH    CLASS II
 LW5525
 LW5525.The horizontal coordinates were established by GPS observations
 LW5525.and adjusted by the National Geodetic Survey in August 1998..
 LW5525
 LW5525.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5525
 LW5525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5525
 LW5525.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5525
 LW5525.The ellipsoidal height was determined by GPS observations
 LW5525.and is referenced to NAD 83.
 LW5525
 LW5525.The geoid height was determined by GEOID03.
 LW5525
 LW5525;                    North         East     Units Scale Factor Converg.
 LW5525;SPC RI       -    33,636.660    87,246.237   MT  0.99999575   -0 06 02.9
 LW5525;SPC RI       -   110,356.28    286,240.36   sFT  0.99999575   -0 06 02.9
 LW5525;UTM  19      - 4,585,015.409   278,219.064   MT  1.00020537   -1 45 15.7
 LW5525
 LW5525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5525!SPC RI       -   1.00000210  x   0.99999575  =   0.99999785
 LW5525!UTM  19      -   1.00000210  x   1.00020537  =   1.00020747
 LW5525
 LW5525:                Primary Azimuth Mark                     Grid Az
 LW5525:SPC RI       -  CH 003                                   255 01 29.2
 LW5525:UTM  19      -  CH 003                                   256 40 42.0
 LW5525
 LW5525|---------------------------------------------------------------------|
 LW5525| PID    Reference Object                     Distance      Geod. Az  |
 LW5525|                                                           dddmmss.s |
 LW5525| LW5526 CH 003                              APPROX. 0.9 KM 2545526.3 |
 LW5525|---------------------------------------------------------------------|
 LW5525
 LW5525                          SUPERSEDED SURVEY CONTROL
 LW5525
 LW5525  ELLIP H (08/17/98)  -13.36   (m)                       GP(       ) 4 1
 LW5525  NAD 83(1992)-  41 23 09.98633(N)    071 39 08.93001(W) AD(       ) 3
 LW5525  ELLIP H (01/17/96)  -13.43   (m)                       GP(       ) 4 2
 LW5525  NAD 83(1986)-  41 23 09.98515(N)    071 39 08.93034(W) AD(       ) 3
 LW5525  NGVD 29 (07/30/91)   17.4    (m)           57.     (f) GPS OBS        
 LW5525
 LW5525.Superseded values are not recommended for survey control.
 LW5525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5525.See file dsdata.txt to determine how the superseded data were derived.
 LW5525
 LW5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7821985015(NAD 83)
 LW5525_MARKER: DD = SURVEY DISK
 LW5525_SETTING: 80 = SET IN A BOULDER
 LW5525_SP_SET: PARTIALLY EXPOSED BOULDER
 LW5525_STAMPING: CH 002 1989
 LW5525_MARK LOGO: RIGS  
 LW5525_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5525+STABILITY: SURFACE MOTION
 LW5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5525+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5525
 LW5525  HISTORY     - Date     Condition        Report By
 LW5525  HISTORY     - 1989     MONUMENTED       RIGS
 LW5525
 LW5525                          STATION DESCRIPTION
 LW5525
 LW5525'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5525'THE STATION IS LOCATED ABOUT 0.7 KM (0.45 MI) NORTHWEST OF CHARLESTOWN
 LW5525'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY,
 LW5525'401 277-2814.
 LW5525'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 112/2 AND U S HIGHWAY 1,
 LW5525'GO WEST 0.9 KM (0.55 MI) ON HIGHWAY 1 SOUTHBOUND TO THE STATION ON THE
 LW5525'RIGHT AT THE TOP OF SLOPE.
 LW5525'THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL HOLE OF A
 LW5525'PARTIALLY EXPOSED FLAT TOP BOULDER FLUSH WITH THE GROUND. IT IS 22.85
 LW5525'M (75.0 FT) NORTH FROM THE CENTER OF HIGHWAY 1 SOUTHBOUND, 14.0 M
 LW5525'(45.9 FT) WEST SOUTHWEST NECO AND NET+T POLE 301/4412, 7.7 M
 LW5525'(25.3 FT) SOUTH FROM A WIRE RIGHT OF WAY FENCE, 2.9 M (9.5 FT) NORTH
 LW5525'FROM A FIBERGLASS WITNESS POST AND ABOUT 3.0 M (9.8 FT) ABOVE THE
 LW5525'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5526 ***********************************************************************
 LW5526  DESIGNATION -  CH 003
 LW5526  PID         -  LW5526
 LW5526  STATE/COUNTY-  RI/WASHINGTON
 LW5526  USGS QUAD   -  CAROLINA (1970)
 LW5526
 LW5526                         *CURRENT SURVEY CONTROL
 LW5526  ___________________________________________________________________
 LW5526* NAD 83(1996)-  41 23 02.58145(N)    071 39 45.42924(W)     ADJUSTED  
 LW5526* NAVD 88     -        17.8    (meters)      58.     (feet)  VERTCON   
 LW5526  ___________________________________________________________________
 LW5526  X           -   1,507,774.501 (meters)                     COMP
 LW5526  Y           -  -4,549,131.016 (meters)                     COMP
 LW5526  Z           -   4,194,510.414 (meters)                     COMP
 LW5526  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 LW5526  ELLIP HEIGHT-         -12.75  (meters)          (06/13/02) GPS OBS
 LW5526  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LW5526
 LW5526  HORZ ORDER  -  THIRD
 LW5526  ELLP ORDER  -  FOURTH    CLASS II
 LW5526
 LW5526.The horizontal coordinates were established by GPS observations
 LW5526.and adjusted by the National Geodetic Survey in August 1998..
 LW5526
 LW5526.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5526
 LW5526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5526
 LW5526.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5526
 LW5526.The ellipsoidal height was determined by GPS observations
 LW5526.and is referenced to NAD 83.
 LW5526
 LW5526.The geoid height was determined by GEOID03.
 LW5526
 LW5526;                    North         East     Units Scale Factor Converg.
 LW5526;SPC RI       -    33,409.718    86,397.809   MT  0.99999603   -0 06 27.0
 LW5526;SPC RI       -   109,611.72    283,456.81   sFT  0.99999603   -0 06 27.0
 LW5526;UTM  19      - 4,584,812.999   277,364.259   MT  1.00021004   -1 45 39.6
 LW5526
 LW5526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5526!SPC RI       -   1.00000200  x   0.99999603  =   0.99999803
 LW5526!UTM  19      -   1.00000200  x   1.00021004  =   1.00021204
 LW5526
 LW5526:                Primary Azimuth Mark                     Grid Az
 LW5526:SPC RI       -  CH 002                                   075 01 29.2
 LW5526:UTM  19      -  CH 002                                   076 40 41.8
 LW5526
 LW5526|---------------------------------------------------------------------|
 LW5526| PID    Reference Object                     Distance      Geod. Az  |
 LW5526|                                                           dddmmss.s |
 LW5526| LW5525 CH 002                              APPROX. 0.9 KM 0745502.2 |
 LW5526|---------------------------------------------------------------------|
 LW5526
 LW5526                          SUPERSEDED SURVEY CONTROL
 LW5526
 LW5526  ELLIP H (08/17/98)  -12.71   (m)                       GP(       ) 4 1
 LW5526  NAD 83(1992)-  41 23 02.58009(N)    071 39 45.42847(W) AD(       ) 3
 LW5526  ELLIP H (01/17/96)  -12.78   (m)                       GP(       ) 4 2
 LW5526  NAD 83(1986)-  41 23 02.57891(N)    071 39 45.42880(W) AD(       ) 3
 LW5526  NGVD 29 (07/30/91)   18.1    (m)           59.     (f) GPS OBS        
 LW5526
 LW5526.Superseded values are not recommended for survey control.
 LW5526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5526.See file dsdata.txt to determine how the superseded data were derived.
 LW5526
 LW5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7736484813(NAD 83)
 LW5526_MARKER: DD = SURVEY DISK
 LW5526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5526_SP_SET: CONCRETE POST
 LW5526_STAMPING: CH 003 1989
 LW5526_MARK LOGO: RIGS  
 LW5526_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5526+STABILITY: SURFACE MOTION
 LW5526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5526+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5526
 LW5526  HISTORY     - Date     Condition        Report By
 LW5526  HISTORY     - 1989     MONUMENTED       RIGS
 LW5526
 LW5526                          STATION DESCRIPTION
 LW5526
 LW5526'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5526'THE STATION IS LOCATED ABOUT 1.7 KM (1.05 MI) WEST OF CHARLESTOWN
 LW5526'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY,
 LW5526'401 277-2814.
 LW5526'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 112/2 AND U S HIGHWAY 1,
 LW5526'GO WEST 1.75 KM (1.10 MI) ON HIGHWAY 1 SOUTHBOUND TO THE STATION ON
 LW5526'THE RIGHT.
 LW5526'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5526'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 39.7
 LW5526'M (130.2 FT) EAST NORTHEAST FROM THE SOUTHWEST END OF A GAURD RAIL,
 LW5526'8.8 M (28.9 FT) NORTH NORTHWEST FROM THE CENTER OF HIGHWAY 1
 LW5526'SOUTHBOUND, 1.7 M (5.6 FT) NORTH NORTHWEST FROM THE FACE OF CURB OF
 LW5526'THE BREAKDOWN LANE, 1.4 M (4.6 FT) SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5527 ***********************************************************************
 LW5527  DESIGNATION -  CH 004
 LW5527  PID         -  LW5527
 LW5527  STATE/COUNTY-  RI/WASHINGTON
 LW5527  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW5527
 LW5527                         *CURRENT SURVEY CONTROL
 LW5527  ___________________________________________________________________
 LW5527* NAD 83(1996)-  41 21 44.55766(N)    071 41 17.33125(W)     ADJUSTED  
 LW5527* NAVD 88     -         9.2    (meters)      30.     (feet)  VERTCON   
 LW5527  ___________________________________________________________________
 LW5527  X           -   1,506,245.306 (meters)                     COMP
 LW5527  Y           -  -4,551,306.634 (meters)                     COMP
 LW5527  Z           -   4,192,698.429 (meters)                     COMP
 LW5527  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 LW5527  ELLIP HEIGHT-         -21.35  (meters)          (06/13/02) GPS OBS
 LW5527  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LW5527
 LW5527  HORZ ORDER  -  THIRD
 LW5527  ELLP ORDER  -  FOURTH    CLASS II
 LW5527
 LW5527.The horizontal coordinates were established by GPS observations
 LW5527.and adjusted by the National Geodetic Survey in August 1998..
 LW5527
 LW5527.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5527
 LW5527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5527
 LW5527.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5527
 LW5527.The ellipsoidal height was determined by GPS observations
 LW5527.and is referenced to NAD 83.
 LW5527
 LW5527.The geoid height was determined by GEOID03.
 LW5527
 LW5527;                    North         East     Units Scale Factor Converg.
 LW5527;SPC RI       -    31,006.994    84,257.281   MT  0.99999680   -0 07 27.6
 LW5527;SPC RI       -   101,728.78    276,434.10   sFT  0.99999680   -0 07 27.6
 LW5527;UTM  19      - 4,582,472.513   275,154.822   MT  1.00022221   -1 46 37.6
 LW5527
 LW5527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5527!SPC RI       -   1.00000335  x   0.99999680  =   1.00000015
 LW5527!UTM  19      -   1.00000335  x   1.00022221  =   1.00022556
 LW5527
 LW5527                          SUPERSEDED SURVEY CONTROL
 LW5527
 LW5527  ELLIP H (08/17/98)  -21.32   (m)                       GP(       ) 4 1
 LW5527  NAD 83(1992)-  41 21 44.55631(N)    071 41 17.33048(W) AD(       ) 3
 LW5527  ELLIP H (01/17/96)  -21.39   (m)                       GP(       ) 4 2
 LW5527  NAD 83(1986)-  41 21 44.55515(N)    071 41 17.33092(W) AD(       ) 3
 LW5527  NGVD 29 (07/30/91)    9.5    (m)           31.     (f) GPS OBS        
 LW5527
 LW5527.Superseded values are not recommended for survey control.
 LW5527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5527.See file dsdata.txt to determine how the superseded data were derived.
 LW5527
 LW5527_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7515582473(NAD 83)
 LW5527_MARKER: DD = SURVEY DISK
 LW5527_SETTING: 80 = SET IN A BOULDER
 LW5527_SP_SET: PARTIALLY EXPOSED BOULDER
 LW5527_STAMPING: CH 004 1989
 LW5527_MARK LOGO: RIGS  
 LW5527_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5527+STABILITY: SURFACE MOTION
 LW5527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5527+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5527
 LW5527  HISTORY     - Date     Condition        Report By
 LW5527  HISTORY     - 1989     MONUMENTED       RIGS
 LW5527
 LW5527                          STATION DESCRIPTION
 LW5527
 LW5527'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5527'THE STATION IS LOCATED ABOUT 4.35 KM (2.70 MI) WEST SOUTHWEST OF
 LW5527'CHARLESTOWN CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND
 LW5527'GEODETIC SURVEY, 401 277-2814.
 LW5527'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 216 AND U S HIGHWAY 1, GO
 LW5527'EAST 2.8 KM (1.75 MI) ON HIGHWAY 1 NORTHBOUND TO THE STATION ON THE
 LW5527'LEFT ACROSS THE HIGHWAY.
 LW5527'THE STATION IS A STANDARD RIGS DISK SET IN A DRILL HOLE IN A PARTIALLY
 LW5527'EXPOSED BOULDER, 0.6 M (2.0 FT) LARGEST DIMENSION, FLUSH WITH THE
 LW5527'GROUND. IT IS 46.2 M (151.6 FT) WEST FROM A UTILITY POLE MARKED NET+T
 LW5527'1455/NECO 115, 36.3 M (119.1 FT) NORTHEAST FROM POLE NET+T 1307/NECO
 LW5527'116, 25.6 M (84.0 FT) NORTH NORTHWEST FROM THE CENTER OF HIGHWAY 1
 LW5527'SOUTHBOUND TRAVEL LANES, 23.6 M (77.4 FT) EAST NORTHEAST FROM THE
 LW5527'CENTER OF A PAVED DRIVE AND IS ABOUT 2.0 M (6.6 FT) ABOVE THE LEVEL OF
 LW5527'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5528 ***********************************************************************
 LW5528  DESIGNATION -  CH 005
 LW5528  PID         -  LW5528
 LW5528  STATE/COUNTY-  RI/WASHINGTON
 LW5528  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW5528
 LW5528                         *CURRENT SURVEY CONTROL
 LW5528  ___________________________________________________________________
 LW5528* NAD 83(1996)-  41 21 18.77534(N)    071 42 44.27275(W)     ADJUSTED  
 LW5528* NAVD 88     -         7.7    (meters)      25.     (feet)  VERTCON   
 LW5528  ___________________________________________________________________
 LW5528  X           -   1,504,491.347 (meters)                     COMP
 LW5528  Y           -  -4,552,439.089 (meters)                     COMP
 LW5528  Z           -   4,192,100.444 (meters)                     COMP
 LW5528  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 LW5528  ELLIP HEIGHT-         -22.83  (meters)          (06/13/02) GPS OBS
 LW5528  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW5528
 LW5528  HORZ ORDER  -  THIRD
 LW5528  ELLP ORDER  -  FOURTH    CLASS II
 LW5528
 LW5528.The horizontal coordinates were established by GPS observations
 LW5528.and adjusted by the National Geodetic Survey in August 1998..
 LW5528
 LW5528.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5528
 LW5528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5528
 LW5528.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5528
 LW5528.The ellipsoidal height was determined by GPS observations
 LW5528.and is referenced to NAD 83.
 LW5528
 LW5528.The geoid height was determined by GEOID03.
 LW5528
 LW5528;                    North         East     Units Scale Factor Converg.
 LW5528;SPC RI       -    30,216.274    82,234.614   MT  0.99999763   -0 08 25.0
 LW5528;SPC RI       -    99,134.56    269,798.06   sFT  0.99999763   -0 08 25.0
 LW5528;SPC CT       -   210,880.605   391,634.320   MT  0.99998797   +0 41 17.0
 LW5528;SPC CT       -   691,864.12  1,284,886.93   sFT  0.99998797   +0 41 17.0
 LW5528;UTM  19      - 4,581,740.288   273,109.719   MT  1.00023359   -1 47 34.2
 LW5528
 LW5528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5528!SPC RI       -   1.00000358  x   0.99999763  =   1.00000121
 LW5528!SPC CT       -   1.00000358  x   0.99998797  =   0.99999155
 LW5528!UTM  19      -   1.00000358  x   1.00023359  =   1.00023717
 LW5528
 LW5528                          SUPERSEDED SURVEY CONTROL
 LW5528
 LW5528  ELLIP H (08/17/98)  -22.80   (m)                       GP(       ) 4 1
 LW5528  NAD 83(1992)-  41 21 18.77399(N)    071 42 44.27199(W) AD(       ) 3
 LW5528  ELLIP H (01/17/96)  -22.86   (m)                       GP(       ) 4 2
 LW5528  NAD 83(1986)-  41 21 18.77282(N)    071 42 44.27246(W) AD(       ) 3
 LW5528  NGVD 29 (07/30/91)    8.0    (m)           26.     (f) GPS OBS        
 LW5528
 LW5528.Superseded values are not recommended for survey control.
 LW5528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5528.See file dsdata.txt to determine how the superseded data were derived.
 LW5528
 LW5528_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7311081740(NAD 83)
 LW5528_MARKER: DD = SURVEY DISK
 LW5528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5528_SP_SET: CONCRETE POST
 LW5528_STAMPING: CH 005 1989
 LW5528_MARK LOGO: RIGS  
 LW5528_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5528+STABILITY: SURFACE MOTION
 LW5528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5528+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5528
 LW5528  HISTORY     - Date     Condition        Report By
 LW5528  HISTORY     - 1989     MONUMENTED       RIGS
 LW5528
 LW5528                          STATION DESCRIPTION
 LW5528
 LW5528'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5528'THE STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) WEST SOUTHWEST OF
 LW5528'CHARLESTOWN CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND
 LW5528'GEODETIC SURVEY, 401 277-2814.
 LW5528'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 216 AND U S HIGHWAY 1, GO
 LW5528'EAST 0.6 KM (0.35 MI) ON HIGHWAY 1 TO THE STATION ON THE LEFT ACROSS
 LW5528'THE HIGHWAY.
 LW5528'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5528'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 10.75
 LW5528'M (35.3 FT) NORTH FROM THE CENTER OF HIGHWAY 1 SOUTHBOUND TRAVEL
 LW5528'LANES, 10.7 M (35.1 FT) SOUTH FROM THE NORTHEAST CORNER OF A STONE
 LW5528'SUSTAINING WALL SURROUNDING AN HISTORICAL CEMETERY, 6.3 M (20.7 FT)
 LW5528'NORTHWEST FROM THE CENTER OF A ROUND METAL DROP INLET COVER, 2.1 M
 LW5528'(6.9 FT) NORTH NORTHEAST FROM THE SOUTHEAST CORNER OF THE SUSTAINING
 LW5528'WALL, 0.5 M (1.6 FT) EAST OF A FIBERGLASS WITNESS POST AND ABOUT 0.5 M
 LW5528'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0939 ***********************************************************************
 LW0939  DESIGNATION -  CHAGUM
 LW0939  PID         -  LW0939
 LW0939  STATE/COUNTY-  RI/WASHINGTON
 LW0939  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0939
 LW0939                         *CURRENT SURVEY CONTROL
 LW0939  ___________________________________________________________________
 LW0939* NAD 83(1996)-  41 12 51.66235(N)    071 34 00.62185(W)     ADJUSTED  
 LW0939* LOCAL TIDAL -        30.993  (meters)     101.68   (feet)  ADJ UNCH  
 LW0939  ___________________________________________________________________
 LW0939  X           -   1,519,313.184 (meters)                     COMP
 LW0939  Y           -  -4,558,413.779 (meters)                     COMP
 LW0939  Z           -   4,180,359.767 (meters)                     COMP
 LW0939  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 LW0939  ELLIP HEIGHT-           0.03  (meters)          (08/17/98) GPS OBS
 LW0939  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW0939
 LW0939  HORZ ORDER  -  THIRD
 LW0939  VERT ORDER  -  SECOND    CLASS 0
 LW0939  ELLP ORDER  -  FOURTH    CLASS I
 LW0939
 LW0939.The horizontal coordinates were established by classical geodetic methods
 LW0939.and adjusted by the National Geodetic Survey in August 1998..
 LW0939
 LW0939.The orthometric height was key entered from printed documents
 LW0939.and not key verified.
 LW0939
 LW0939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW0939
 LW0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0939
 LW0939.The ellipsoidal height was determined by GPS observations
 LW0939.and is referenced to NAD 83.
 LW0939
 LW0939.The geoid height was determined by GEOID03.
 LW0939
 LW0939;                    North         East     Units Scale Factor Converg.
 LW0939;SPC RI       -    14,552.426    94,394.747   MT  0.99999414   -0 02 38.5
 LW0939;SPC RI       -    47,744.08    309,693.43   sFT  0.99999414   -0 02 38.5
 LW0939;UTM  19      - 4,565,729.458   284,816.138   MT  1.00016991   -1 41 30.8
 LW0939
 LW0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0939!SPC RI       -   1.00000000  x   0.99999414  =   0.99999414
 LW0939!UTM  19      -   1.00000000  x   1.00016991  =   1.00016991
 LW0939
 LW0939|---------------------------------------------------------------------|
 LW0939| PID    Reference Object                     Distance      Geod. Az  |
 LW0939|                                                           dddmmss.s |
 LW0939| LW3157 B 5/12 S 5/12 1943                    8.631 METERS 04850     |
 LW0939| LW0940 4 C                                  33.120 METERS 11641     |
 LW0939| LW3162 BLOCK ISLAND ECC                    APPROX. 4.8 KM 2053308.2 |
 LW0939|---------------------------------------------------------------------|
 LW0939
 LW0939                          SUPERSEDED SURVEY CONTROL
 LW0939
 LW0939  NAD 83(1996)-  41 12 51.66056(N)    071 34 00.62061(W) AD(       ) 3
 LW0939  NAD 83(1992)-  41 12 51.66054(N)    071 34 00.62067(W) AD(       ) 3
 LW0939  ELLIP H (01/17/96)   -0.04   (m)                       GP(       ) 4 2
 LW0939  NAD 83(1992)-  41 12 51.65982(N)    071 34 00.62128(W) AD(       ) 3
 LW0939  NAD 83(1986)-  41 12 51.66343(N)    071 34 00.61660(W) AD(       ) 3
 LW0939  NAD 27      -  41 12 51.29200(N)    071 34 02.41400(W) AD(       ) 3
 LW0939
 LW0939.Superseded values are not recommended for survey control.
 LW0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0939.See file dsdata.txt to determine how the superseded data were derived.
 LW0939
 LW0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8481665729(NAD 83)
 LW0939_MARKER: DS = TRIANGULATION STATION DISK
 LW0939_SETTING: 80 = SET IN A BOULDER
 LW0939_SP_SET: IN DRILL HOLE IN A BOULDER
 LW0939_STAMPING: CHAGUM 1943
 LW0939_MARK LOGO: CGS   
 LW0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0939+STABILITY: SURFACE MOTION
 LW0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0939+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1988
 LW0939
 LW0939  HISTORY     - Date     Condition        Report By
 LW0939  HISTORY     - 1943     MONUMENTED       CGS
 LW0939  HISTORY     - 1943     GOOD             CGS
 LW0939  HISTORY     - 1965     GOOD             CGS
 LW0939  HISTORY     - 19880601 GOOD             NGS
 LW0939
 LW0939                          STATION DESCRIPTION
 LW0939
 LW0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0939'THE STATION IS ABOUT 1 MI. S-SE OF BLOCK ISLAND NORTH LIGHTHOUSE,
 LW0939'ABOUT 400 YDS. W-NW OF THE SUMMIT OF BUSH HILL WHICH IS THE HIGHEST
 LW0939'IN THE VICINITY, ABOUT 50 YDS. W OF THE MAIN PAVED ROAD TO THE N
 LW0939'END OF THE ISLAND, AND IN THE DOORYARD OF A FIRE CONTROL BUILDING.
 LW0939'IT IS 20.1 FT. ABOUT SW OF THE SW CORNER OF THE OBSERVATION ROOM
 LW0939'OF THE SAID BUILDING, AND 8.5 FT. ABOUT W OF THE PROJECTED
 LW0939'PLANE OF THE W WALL OF THE SAME ROOM.  SURFACE STATION MARK IS
 LW0939'A STANDARD STATION DISK, STAMPED CHAGUM 1943 AND SET FLUSH.
 LW0939'
 LW0939'THE UNDERGROUND MARK IS A STANDARD DISK, SET IN THE TOP OF A
 LW0939'CONCRETE POST.
 LW0939'
 LW0939'4C (U.S.E.) IS MARKED BY A COPPER BOLT IN THE CENTER OF A CONCRETE
 LW0939'POST THAT PROJECTS ABOUT 2 IN. AND BEARS THE IMPRESSED LETTERING
 LW0939'USED 1943.
 LW0939'
 LW0939'B 5 OVER 12 S 5 OVER 12 IS THE PROPOSED PINTLE CENTER OF THE
 LW0939'INSTRUMENT IN THE FIRE CONTROL BUILDING.  THE POINT LOCATED IS 3.5
 LW0939'FT. OF THE INSIDE W WALL, 6 FT. N OF THE INSIDE S WALL, AND 5 FT. S
 LW0939'OF THE INSIDE N WALL OF THE SAID OBSERVATION ROOM.
 LW0939'
 LW0939'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LW0939
 LW0939                          STATION RECOVERY (1943)
 LW0939
 LW0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0939'AT BLOCK ISLAND.
 LW0939'ON BLOCK ISLAND, NEWPORT COUNTY, ABOUT 1 MILE SOUTH-SOUTHEAST OF
 LW0939'BLOCK ISLAND NORTH LIGHTHOUSE, 400 YARDS WEST-NORTHWEST OF THE
 LW0939'SUMMIT OF BUSH HILL (THE HIGHEST POINT IN THE VICINITY), 50 YARDS
 LW0939'WEST OF THE MAIN PAVED ROAD, IN THE DOORYARD TO THE FIRE-CONTROL
 LW0939'BUILDING, 20.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LW0939'OBSERVATION ROOM, 8.5 FEET WEST OF THE PROJECTED PLANE OF THE
 LW0939'ROOM, AND IN THE TOP OF A BOULDER FLUSH WITH THE GROUND.  A
 LW0939'STANDARD TRIANGULATION-STATION DISK, STAMPED CHAGUM 1943.
 LW0939
 LW0939                          STATION RECOVERY (1965)
 LW0939
 LW0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 LW0939'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LW0939'CONDITION.  THE COUNTY NAME HAS BEEN CHANGED FROM NEWPORT TO
 LW0939'WASHINGTON COUNTY.
 LW0939
 LW0939                          STATION RECOVERY (1988)
 LW0939
 LW0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LW0939'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW COMPLETE
 LW0939'DESCRIPTION FOLLOWS.
 LW0939'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH OF THE CENTER OF
 LW0939'TOWN, 1.6 KM (1.00 MI) SOUTH-SOUTHEAST OF THE BLOCK ISLAND NORTH
 LW0939'LIGHTHOUSE, 365 M (1197.5 FT) WEST-NORTHWEST OF THE SUMMIT OF A BUSH
 LW0939'LINE HILL WHICH IS THE HIGHEST IN THE VICINITY, AND IN THE YARD OF A
 LW0939'TWO STORY T-SHAPED HOUSE THAT USED TO BE AN OBSERVATION BUNKER
 LW0939'DESIGNED BY FIRE NUMBER 739.
 LW0939'OWNERSHIP--ALBERT G. GARDINER, JR., 152 WILSON AVENUE, RUMFORD RI
 LW0939'02916.  PHONE 401-434-9058.
 LW0939'TO REACH THE STATION FROM THE POST OFFICE AT THE JUNCTION OF DODGE
 LW0939'STREET AND CORN NECK ROAD IN THE TOWN OF BLOCK ISLAND, GO NORTH FOR
 LW0939'0.6 KM (0.35 MI) ON CORN NECK ROAD TO THE JUNCTION OF BEACH ROAD ON
 LW0939'THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 4.1 KM (2.55 MI)
 LW0939'ON CORN NECK ROAD TO A GRASS DRIVE AT A BREAK IN THE STONE FENCE AT
 LW0939'THE CREST OF THE HILL AND THE STATION ON THE LEFT.  ALSO, THE STATION
 LW0939'MAY BE REACHED BY GOING SOUTH FOR 1.3 KM (0.80 MI) ON CORN NECK ROAD
 LW0939'FROM THE END OF THE PAVEMENT AT THE NORTH END OF THE ISLAND.
 LW0939'THE STATION IS A STANDARD CGS DISK STAMPED---CHAGUM 1943---, SET INTO
 LW0939'A DRILL HOLE IN THE TOP OF A 0.2 BY 0.3 METER BOULDER RECESSED 10 CM
 LW0939'BELOW GROUND.  LOCATED 46.9 M (153.9 FT) NORTHWEST FROM THE CENTER OF
 LW0939'THE ROAD, 33.1 M (108.6 FT) NORTHWEST FROM STATION 4C USE WHICH IS A
 LW0939'COPPER BOLT IN THE CENTER OF A CONCRETE POST FLUSH WITH THE GROUND AND
 LW0939'NEAR THE NORTH WOODEN POST AT THE BREAK IN THE STONE FENCE, 7.2 M
 LW0939'(23.6 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE FOUNDATION
 LW0939'OF THE MAIN PART OF THE SHINGLE SIDED HOUSE, 6.1 M (20.0 FT) SOUTHWEST
 LW0939'FROM THE SOUTHWEST CORNER OF THE CONCRETE WING OF THE HOUSE, AND 5.8 M
 LW0939'(19.0 FT) NORTHWEST FROM THE CENTER OF A STONE FENCE.
 LW0939'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3254 ***********************************************************************
 LW3254  DESIGNATION -  CHAMPLIN 2
 LW3254  PID         -  LW3254
 LW3254  STATE/COUNTY-  RI/WASHINGTON
 LW3254  USGS QUAD   -  ASHAWAY (1984)
 LW3254
 LW3254                         *CURRENT SURVEY CONTROL
 LW3254  ___________________________________________________________________
 LW3254* NAD 83(1996)-  41 29 16.19674(N)    071 46 46.84549(W)     ADJUSTED  
 LW3254* NAVD 88     -       127.3    (meters)     418.     (feet)  VERTCON   
 LW3254  ___________________________________________________________________
 LW3254  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 LW3254  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW3254
 LW3254  HORZ ORDER  -  FIRST
 LW3254
 LW3254.The horizontal coordinates were established by classical geodetic methods
 LW3254.and adjusted by the National Geodetic Survey in August 1998..
 LW3254
 LW3254.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3254
 LW3254.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3254
 LW3254.The geoid height was determined by GEOID03.
 LW3254
 LW3254;                    North         East     Units Scale Factor Converg.
 LW3254;SPC RI       -    44,960.923    76,643.614   MT  1.00000046   -0 11 07.0
 LW3254;SPC RI       -   147,509.29    251,454.92   sFT  1.00000046   -0 11 07.0
 LW3254;SPC CT       -   225,542.671   385,830.790   MT  0.99998346   +0 38 36.2
 LW3254;SPC CT       -   739,967.91  1,265,846.52   sFT  0.99998346   +0 38 36.2
 LW3254;UTM  19      - 4,596,643.953   267,945.550   MT  1.00026274   -1 50 32.1
 LW3254
 LW3254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3254!SPC RI       -   0.99998480  x   1.00000046  =   0.99998526
 LW3254!SPC CT       -   0.99998480  x   0.99998346  =   0.99996826
 LW3254!UTM  19      -   0.99998480  x   1.00026274  =   1.00024753
 LW3254
 LW3254|---------------------------------------------------------------------|
 LW3254| PID    Reference Object                     Distance      Geod. Az  |
 LW3254|                                                           dddmmss.s |
 LW3254| CB7187 CHAMPLIN 2 RM 1                      16.604 METERS 03145     |
 LW3254| CB7188 CHAMPLIN 2 RM 2                      19.071 METERS 11409     |
 LW3254| LW3255 RM IRON BOLT AT CHAPLIN 2 1969       13.907 METERS 12228     |
 LW3254| LW3087 ALTON CHARBERT INC TANK             APPROX. 7.5 KM 1391432.3 |
 LW3254| LW3252 ASHAWAY LINE AND TWINE MFG TK       APPROX. 7.2 KM 1881148.2 |
 LW3254| LW3253 ASHAWAY WARNERS TANK                APPROX. 6.5 KM 1881206.1 |
 LW3254| LW3277 FORT HILL NEW TANK                  APPROX.16.9 KM 1903850.7 |
 LW3254| LW3264 NORTH STONINGTON BAPT CH SPIRE      APPROX. 8.6 KM 2200351.0 |
 LW3254| LW3558 NORTH STONINGTON CONG CH SPIRE      APPROX. 5.4 KM 2912055.9 |
 LW3254| CB7189 CHAMPLIN 2 RM 3                      48.564 METERS 34911     |
 LW3254| LW3559 BEACH                               APPROX. 8.7 KM 3535855.5 |
 LW3254|---------------------------------------------------------------------|
 LW3254
 LW3254                          SUPERSEDED SURVEY CONTROL
 LW3254
 LW3254  NAD 83(1992)-  41 29 16.19552(N)    071 46 46.84476(W) AD(       ) 1
 LW3254  NAD 83(1986)-  41 29 16.19469(N)    071 46 46.84550(W) AD(       ) 1
 LW3254  NAD 27      -  41 29 15.83787(N)    071 46 48.59726(W) AD(       ) 1
 LW3254  NGVD 29 (07/19/86)  127.6    (m)          419.     (f) VERT ANG       
 LW3254
 LW3254.Superseded values are not recommended for survey control.
 LW3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3254.See file dsdata.txt to determine how the superseded data were derived.
 LW3254
 LW3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6794696644(NAD 83)
 LW3254_MARKER: DS = TRIANGULATION STATION DISK
 LW3254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3254_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3254+STABILITY: SURFACE MOTION
 LW3254
 LW3254  HISTORY     - Date     Condition        Report By
 LW3254  HISTORY     - 1932     MONUMENTED       CGS
 LW3254  HISTORY     - 1936     GOOD             CGS
 LW3254  HISTORY     - 1937     GOOD             CTGS
 LW3254  HISTORY     - 1969     GOOD             CGS
 LW3254  HISTORY     - 1975     GOOD             NGS
 LW3254  HISTORY     - 1989     GOOD             USPSQD
 LW3254  HISTORY     - 20010906 MARK NOT FOUND   USPSQD
 LW3254
 LW3254                          STATION DESCRIPTION
 LW3254
 LW3254'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW3254'ABOUT 7.5 MILES NORTH-BY-EAST OF WESTERLY, ON THE SUMMIT OF CHAMPLIN
 LW3254'HILL, NORTHEAST OF THE OLD HOMESTEAD, WEST OF AN OLD HOUSE ON THE
 LW3254'EAST SIDE OF THE ROAD, 15 PACES WEST OF A STONE WALL, AND 20
 LW3254'PACES NORTH OF A BREAK IN THE WALL WHERE TRUCKS CAN ENTER THE
 LW3254'FIELD.
 LW3254'
 LW3254'TO REACH FROM WESTERLY POST OFFICE RUN 6.5 MILES NORTH ON
 LW3254'U.S. HIGHWAY 1A, TO THE TOWN OF HOPKINTON.  FROM HOPKINTON POST
 LW3254'OFFICE TAKE THE NORTH ROAD AND RUN 1.9 MILES TO THE ENTRANCE OF
 LW3254'THE OLD CHAMPLIN FARM (NOW DESERTED), AND AT PRESENT CLAIMED
 LW3254'BY JOSEPH E. BORDELEAU OF HOPKINTON, RHODE ISLAND.
 LW3254'
 LW3254'BY MAKING AN INVERSE SOLUTION BETWEEN STATION CHAMPLIN 1838 AND
 LW3254'STATION CHAMPLIN 2, 1932, IT MAY STILL BE POSSIBLE TO RECOVER
 LW3254'STATION CHAMPLIN 1838 AS THIS STATION IS A BURIED CONE.
 LW3254'
 LW3254'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LW3254'DISKS SET IN CONCRETE, NOTES 1A, 7A, AND 12A.
 LW3254'
 LW3254'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LW3254
 LW3254                          STATION RECOVERY (1936)
 LW3254
 LW3254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RHT)
 LW3254'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED BY C.D. MEANEY
 LW3254'IN 1932 AND IN GOOD CONDITION.  THE HOUSE ON THE EAST SIDE OF THE
 LW3254'ROAD WHICH IS MENTIONED IN THE DESCRIPTION IS NO LONGER THERE.
 LW3254'
 LW3254'THE DIRECTIONS AND DISTANCES TO THE REFERENCE MARKS WERE NOT
 LW3254'MEASURED AS THE STATION WAS NOT VISITED BY THE OBSERVING PARTY.
 LW3254
 LW3254                          STATION RECOVERY (1937)
 LW3254
 LW3254'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1937
 LW3254'STATION AND REFERENCE MARKS RECOVERED, IN GOOD CONDITION, AS
 LW3254'DESCRIBED IN ORIGINAL DESCRIPTION.  STATION USED IN MAIN SCHEME
 LW3254'WITH 90-FOOT TOWER.
 LW3254
 LW3254                          STATION RECOVERY (1969)
 LW3254
 LW3254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3254'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED AND FOUND
 LW3254'IN GOOD CONDITION.  THE DIRECTION TO RM 2, RM 3 AND RM (IRON BOLT)
 LW3254'CHECKED WITH THE PREVIOUS OBSERVATIONS.  THE DIRECTION TO RM 1
 LW3254'WAS FOUND TO BE 9 MINUTES AND 40 SECONDS LARGER THAN THE PREVIOUS
 LW3254'VALUE.  THE DISTANCE TO ALL MARKS WAS FOUND TO BE SHORTER.  RM 1
 LW3254'WAS 0.006 METER SHORTER, RM 2 WAS 0.02 METER SHORTER, RM 3 WAS
 LW3254'0.023 METER SHORTER AND THE DISTANCE TO RM (IRON BOLT) WAS
 LW3254'0.015 METER SHORTER.
 LW3254'
 LW3254'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3254'
 LW3254'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF HOPE VALLEY,
 LW3254'3-1/2 MILES NORTHWEST OF WOODVILLE, 3 MILES SOUTHWEST OF
 LW3254'MOSCOW, 1-3/4 MILES NORTH OF HOPKINTON AND ON PROPERTY OWNED
 LW3254'BY AUSTIN ONEILL.
 LW3254'
 LW3254'TO REACH THE STATION FROM THE POST OFFICE IN HOPKINTON, GO
 LW3254'NORTHEASTERLY ON STATE HIGHWAY 3 FOR 0.05 MILE TO A Y FORK.  TAKE
 LW3254'THE LEFT FORK AND GO NORTHERLY ON ROCKY ROAD FOR 1.85 MILES TO
 LW3254'THE STATION ON THE LEFT AS DESCRIBED.
 LW3254'
 LW3254'STATION MARK, STAMPED CHAMPLIN NO 2 1932 IS A STANDARD DISK SET
 LW3254'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS
 LW3254'72 FEET WEST OF THE CENTER OF ROCKY ROAD, 47 FEET NORTH OF A ROCK
 LW3254'FENCE, 19.3 FEET SOUTHWEST OF A TWIN TRUNKED TREE AND 13 FEET EAST
 LW3254'OF A 6-INCH TREE.  (NOTE--1A 7A)
 LW3254'
 LW3254'RM 1, STAMPED CHAMPLIN NO 2 NO 1 1932 IS A STANDARD DISK
 LW3254'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH
 LW3254'PROJECTS 1 INCH.  IT IS 31 FEET WEST-SOUTHWEST OF THE CENTER
 LW3254'OF ROCKY ROAD, 22.7 FEET SOUTHEAST OF AN 8-INCH TREE, 19 FEET
 LW3254'NORTHEAST OF A LARGE BOULDER, 3.8 FEET SOUTHWEST OF A 6-INCH TREE
 LW3254'AND 2.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 LW3254'(NOTE--12A)
 LW3254'
 LW3254'RM 2, STAMPED CHAMPLIN NO 2 NO 2 1932 IS A STANDARD DISK CEMENTED
 LW3254'IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE GROUND
 LW3254'SURFACE.  IT IS 36.5 FEET NORTHWEST OF POWER POLE NUMBER 2664,
 LW3254'27 FEET WEST OF THE CENTER OF ROCKY ROAD, 15 FEET NORTH OF A ROCK
 LW3254'FENCE AND 11.5 FEET SOUTHEAST OF A 5-INCH TREE.  (NOTE--12C)
 LW3254'
 LW3254'RM 3, STAMPED CHAMPLIN NO 2 NO 3 1932 IS A STANDARD DISK
 LW3254'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES.  IT
 LW3254'IS 59 FEET WEST OF THE CENTER OF ROCKY ROAD, 20.5 FEET SOUTH OF A
 LW3254'ROCK FENCE, 18 FEET EAST-NORTHEAST OF A 10-INCH PINE TREE, 6.5
 LW3254'FEET NORTHEAST OF A TWIN TRUNKED TREE AND 2 FEET SOUTH OF A
 LW3254'METAL WITNESS POST.  (NOTE--12C)
 LW3254'
 LW3254'RM (IRON BOLT) IS A 1 INCH ROUND IRON BOLT CEMENTED IN A DRILL
 LW3254'HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS 15 INCHES.  IT
 LW3254'IS 51 FEET WEST-NORTHWEST OF POWER POLE NUMBER 2664, 43.5
 LW3254'FEET WEST-SOUTHWEST OF THE CENTER OF ROCKY ROAD AND 19 FEET
 LW3254'NORTHWEST OF A ROCK FENCE.
 LW3254'
 LW3254'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 LW3254'
 LW3254'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3254'1-3/4 MILES NORTH OF HOPKINTON.
 LW3254
 LW3254                          STATION RECOVERY (1975)
 LW3254
 LW3254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3254'THE STATION, REFERENCE MARKS 1,2,3, AND REFERENCE MARK (IORN
 LW3254'BOLT) WERE RECOVERED IN GOOD CONDITION.  THE ANGLE TO
 LW3254'REFERENCE MARKS 1, 2 AND 3 CHECKED WITH THE 1969
 LW3254'OBSERVATIONS.  THE ANGLE TO IRON BOLT WAS FOUND GREATER BY
 LW3254'1 MINUTE 40 SECONDS.  THE DISTANCE TO REFERENCE MARK 1 WAS
 LW3254'FOUND LONGER BY 0.01 FOOT.  THE DISTANCE TO REFERENCE MARK 2
 LW3254'CHECKED.  THE DISTANCE TO REFERENCE MARK 3 WAS FOUND SHORTER
 LW3254'BY 0.07 FOOT.  THE DISTANCE TO IRON BOLT WAS FOUND SHORTER BY
 LW3254'0.02 FOOT.  THE DISTANCE FROM REFERENCE MARK 2 TO IRON BOLT
 LW3254'WAS FOUND SHORTER BY 0.01 FOOT.  A COMPLETE NEW DESCRIPTION
 LW3254'FOLLOWS.
 LW3254'
 LW3254'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF HOPE VALLEY,
 LW3254'3-1/2 MILES NORTHWEST OF WOODVILLE, 3 MILES SOUTHWEST OF
 LW3254'MOSCOW AND 1-3/4 MILES NORTH OF HOPKINTON.  IT IS ON THE
 LW3254'PROPERTY OF MR. LLOYD B. WRIGHT.  NORTH ROAD.  HOPKINTON,
 LW3254'RHODE ISLAND.  PHONE NUMBER 377-4951.
 LW3254'
 LW3254'TO REACH THE STATION FROM THE POST OFFICE IN HOPKINTON, GO
 LW3254'NORTHEASTERLY ON STATE HIGHWAY 3 FOR 0.05 MILE TO A
 LW3254'FORK.  TAKE THE LEFT FORK AND GO NORTHERLY ON NORTH ROAD FOR
 LW3254'1.85 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LW3254'
 LW3254'THE STATION MARKS ARE STANDARD DISKS STAMPED CHAMPLIN NO 2
 LW3254'1932.  THE SURFACE MARK IS SET IN A 12-INCH SQUARE CONCRETE
 LW3254'POST THAT PROJECTS 3 INCHES.  THE UNDERGROUND MARK IS SET IN
 LW3254'AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 LW3254'SURFACE.  THEY ARE 72 FEET WEST OF THE CENTER OF NORTH
 LW3254'ROAD, 47 FEET NORTH OF A ROCK FENCE, 19.3 FEET SOUTHWEST OF
 LW3254'A TWIN TRUNKED TREE (EACH TRUNK 4 INCHES IN DIAMETER) AND 3.7
 LW3254'FEET NORTHEAST OF A METAL WITNESS POST.
 LW3254'
 LW3254'REFERENCE MARK 1, STAMPED CHAMPLIN NO 2 NO 1 1932, IS A
 LW3254'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP
 LW3254'THAT HAS AN EXPOSED SURFACE OF 24 INCHES BY 8 INCHES AND
 LW3254'PROJECTS 1 INCH.  IT IS 31 FEET WEST OF THE CENTER OF THE ROAD,
 LW3254'23 FEET SOUTHEAST OF AN 8-INCH TREE, 4 FEET SOUTHWEST OF A
 LW3254'6-INCH TREE AND 2.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 LW3254'
 LW3254'REFERENCE MARK 2 STAMPED CHAMPLIN NO 2 NO 2 1932, IS A
 LW3254'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 LW3254'4 FEET IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 36.5 FEET
 LW3254'NORTHWEST OF POWER LINE POLE NUMBER 2664, 27 FEET WEST OF THE
 LW3254'CENTER OF THE ROAD, 15 FEET NORTH OF A ROCK FENCE AND 11.5
 LW3254'FEET SOUTHEAST OF A 5-INCH TREE.
 LW3254'
 LW3254'REFERENCE MARK 3, STAMPED CHAMPLIN NO 2 NO 3 1932, IS A
 LW3254'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 LW3254'3 FEET IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 59 FEET WEST OF
 LW3254'THE CENTER OF THE ROAD, 20.5 FEET SOUTH OF A ROCK FENCE, 18
 LW3254'FEET EAST-NORTHEAST OF A 10-INCH PINE TREE AND 2.3 FEET SOUTH
 LW3254'OF A METAL WITNESS POST.
 LW3254'
 LW3254'REFERENCE MARK (IRON BOLT) IS A 1-INCH IRON BOLT CEMENTED IN
 LW3254'A DRILL HOLE IN A BOULDER THAT IS 3 FEET IN DIAMETER AND
 LW3254'PROJECTS 15 INCHES.  IT IS 43.5 FEET WEST OF THE CENTER OF
 LW3254'THE ROAD, 51 FEET NORTHWEST OF POWER LINE POLE NUMBER 2664
 LW3254'AND 22 FEET NORTH OF A ROCK FENCE.
 LW3254'
 LW3254'HEIGHT OF LIGHT ABOVE STATION MARK 99 FEET.
 LW3254'
 LW3254'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3254'1-3/4 MILES NORTH OF HOPKINTON.
 LW3254
 LW3254                          STATION RECOVERY (1989)
 LW3254
 LW3254'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3254'RECOVERED IN GOOD CONDITION.
 LW3254
 LW3254                          STATION RECOVERY (2001)
 LW3254
 LW3254'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3254'THREE-HOUR SEARCH FOUND NOTHING.  MR. LLOYD B. WRIGHT, OF 1975
 LW3254'DESCRIPTION IS DECEASED.  ALL OF HIS PROPERTY TO THE WEST OF NORTH
 LW3254'ROAD IS DEVELOPED WITH HOUSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3006 ***********************************************************************
 LW3006  DESIGNATION -  CHAMPLIN USE 1909
 LW3006  PID         -  LW3006
 LW3006  STATE/COUNTY-  RI/WASHINGTON
 LW3006  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW3006
 LW3006                         *CURRENT SURVEY CONTROL
 LW3006  ___________________________________________________________________
 LW3006* NAD 83(1996)-  41 29 41.53174(N)    071 26 47.95010(W)     ADJUSTED  
 LW3006* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW3006  ___________________________________________________________________
 LW3006  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 LW3006  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW3006
 LW3006  HORZ ORDER  -  THIRD
 LW3006
 LW3006.The horizontal coordinates were established by classical geodetic methods
 LW3006.and adjusted by the National Geodetic Survey in August 1998..
 LW3006
 LW3006.The orthometric height was scaled from a topographic map.
 LW3006
 LW3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3006
 LW3006.The geoid height was determined by GEOID03.
 LW3006
 LW3006;                    North         East     Units Scale Factor Converg.
 LW3006;SPC RI       -    45,706.137   104,454.610   MT  0.99999399   +0 02 07.2
 LW3006;SPC RI       -   149,954.22    342,698.17   sFT  0.99999399   +0 02 07.2
 LW3006;UTM  19      - 4,596,584.682   295,771.774   MT  1.00011331   -1 37 17.7
 LW3006
 LW3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3006!SPC RI       -   1.00000336  x   0.99999399  =   0.99999735
 LW3006!UTM  19      -   1.00000336  x   1.00011331  =   1.00011667
 LW3006
 LW3006:                Primary Azimuth Mark                     Grid Az
 LW3006:SPC RI       -  MONROE 3 USE 1909                        182 00 41.6
 LW3006:UTM  19      -  MONROE 3 USE 1909                        183 40 06.5
 LW3006
 LW3006|---------------------------------------------------------------------|
 LW3006| PID    Reference Object                     Distance      Geod. Az  |
 LW3006|                                                           dddmmss.s |
 LW3006| LW2931 MONROE 3 USE 1909                   APPROX. 1.8 KM 1820248.8 |
 LW3006|---------------------------------------------------------------------|
 LW3006
 LW3006                          SUPERSEDED SURVEY CONTROL
 LW3006
 LW3006  NAD 83(1996)-  41 29 41.53103(N)    071 26 47.94930(W) AD(       ) 3
 LW3006  NAD 83(1992)-  41 29 41.53023(N)    071 26 47.94940(W) AD(       ) 3
 LW3006  NAD 83(1992)-  41 29 41.52957(N)    071 26 47.94927(W) AD(       ) 3
 LW3006  NAD 83(1986)-  41 29 41.52961(N)    071 26 47.94744(W) AD(       ) 3
 LW3006  NAD 27      -  41 29 41.16600(N)    071 26 49.73700(W) AD(       ) 3
 LW3006
 LW3006.Superseded values are not recommended for survey control.
 LW3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3006.See file dsdata.txt to determine how the superseded data were derived.
 LW3006
 LW3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9577296585(NAD 83)
 LW3006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3006+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW3006
 LW3006  HISTORY     - Date     Condition        Report By
 LW3006  HISTORY     - 1909     MONUMENTED       CGS
 LW3006  HISTORY     - 1912     GOOD             CGS
 LW3006  HISTORY     - 1934     GOOD             RIGS
 LW3006  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3006  HISTORY     - 1956     MARK NOT FOUND   CGS
 LW3006  HISTORY     - 20010815 GOOD             USPSQD
 LW3006  HISTORY     - 20060703 GOOD             USPSQD
 LW3006
 LW3006                          STATION DESCRIPTION
 LW3006
 LW3006'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW3006'ON THE E SIDE OF THE PATTAQUAMSCOTT RIVER, N OF THE S FERRY -
 LW3006'BRIDGETOWN ROAD, ABOUT 1/2 MILE N OF BRIDGETOWN, ON LAND
 LW3006'BELONGING TO CHAS. CHAMPLIN.  THE STATION IS 84 METERS (276 FEET)
 LW3006'FROM THE RIVER SHORE AND 1.1 METERS (3.6 FEET) S OF A STONE FENCE.
 LW3006'IT IS MARKED BY A STANDARD DISK, BEARING THE ADDITIONAL LEGEND
 LW3006'ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A., SET IN CONCRETE IN
 LW3006'THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND. THE REFERENCE
 LW3006'MARK, A STANDARD DISK WEDGED IN A DRILL HOLE IN A SMALL BOULDER,
 LW3006'IS 14.51 METERS (47.60 FEET) SSE FROM THE STATION, 15 METERS S OF
 LW3006'THE FENCE.
 LW3006
 LW3006                          STATION RECOVERY (1934)
 LW3006
 LW3006'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3006'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.
 LW3006'
 LW3006'THE STATION IS ABOUT 1/4 MILE N OF A POINT IN THE SOUTH FERRY -
 LW3006'BRIDGETOWN ROAD WHERE THE ROAD MAKES A SHARP TURN FROM AN E-W
 LW3006'DIRECTION TO A N-S DIRECTION.
 LW3006'
 LW3006'THE REFERENCE MARK IS 13 METERS S OF A STONE WALL OR FENCE.
 LW3006
 LW3006                          STATION RECOVERY (1954)
 LW3006
 LW3006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3006'LOST.  THE AREA IS COVERED BY DENSE UNDERBRUSH, AND THE STATION
 LW3006'COULD NOT BE FOUND.
 LW3006
 LW3006                          STATION RECOVERY (1956)
 LW3006
 LW3006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW3006'THE STATION WAS NOT RECOVERED.  THE ROCK FENCE AT THIS POINT IS
 LW3006'VERY DILAPIDATED AND SCATTERED THROUGHOUT THE HEAVY GROWTH OF
 LW3006'VINES AND UNDERBRUSH.  THE STATION MAY STILL BE IN EXISTENCE.
 LW3006
 LW3006                          STATION RECOVERY (2001)
 LW3006
 LW3006'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3006'RECOVERED RM OF 1912 DESCRIPTION. DID NOT FIND STATION, ALTHOUGH IT
 LW3006'MAY EXIST.  FROM INT OF RTE 138 AND SCENIC 1A, N ON 1A ABT .5 MI TO
 LW3006'EDGEWATER RD.  W ON EDGEWATER TO LAST HOUSE ON R, DANIEL BYRON. ABT 30
 LW3006'FT E OF BYRON'S E GARAGE WALL. IN A SMALL BOULDER.
 LW3006
 LW3006                          STATION RECOVERY (2006)
 LW3006
 LW3006'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW3006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0822 ***********************************************************************
 LW0822  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0822  DESIGNATION -  CHAPMAN
 LW0822  PID         -  LW0822
 LW0822  STATE/COUNTY-  RI/WASHINGTON
 LW0822  USGS QUAD   -  WATCH HILL (1984)
 LW0822
 LW0822                         *CURRENT SURVEY CONTROL
 LW0822  ___________________________________________________________________
 LW0822* NAD 83(1996)-  41 19 55.26654(N)    071 45 22.45296(W)     ADJUSTED  
 LW0822* NAVD 88     -        19.455  (meters)      63.83   (feet)  ADJUSTED  
 LW0822  ___________________________________________________________________
 LW0822  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LW0822  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW0822  DYNAMIC HT  -          19.448 (meters)      63.81  (feet)  COMP
 LW0822  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LW0822
 LW0822  HORZ ORDER  -  FIRST
 LW0822  VERT ORDER  -  SECOND    CLASS 0
 LW0822
 LW0822.The horizontal coordinates were established by classical geodetic methods
 LW0822.and adjusted by the National Geodetic Survey in August 1998..
 LW0822
 LW0822.The orthometric height was determined by differential leveling
 LW0822.and adjusted by the National Geodetic Survey in June 1991..
 LW0822
 LW0822.This Tidal Bench Mark is designated as VM 13922
 LW0822.by the Center for Operational Oceanographic Products and Services.
 LW0822
 LW0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0822
 LW0822.The geoid height was determined by GEOID03.
 LW0822
 LW0822.The dynamic height is computed by dividing the NAVD 88
 LW0822.geopotential number by the normal gravity value computed on the
 LW0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0822.degrees latitude (g = 980.6199 gals.).
 LW0822
 LW0822.The modeled gravity was interpolated from observed gravity values.
 LW0822
 LW0822;                    North         East     Units Scale Factor Converg.
 LW0822;SPC RI       -    27,649.960    78,550.129   MT  0.99999941   -0 10 09.2
 LW0822;SPC RI       -    90,714.91    257,709.88   sFT  0.99999941   -0 10 09.2
 LW0822;UTM  19      - 4,579,280.671   269,351.850   MT  1.00025475   -1 49 15.9
 LW0822
 LW0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0822!SPC RI       -   1.00000175  x   0.99999941  =   1.00000116
 LW0822!UTM  19      -   1.00000175  x   1.00025475  =   1.00025650
 LW0822
 LW0822|---------------------------------------------------------------------|
 LW0822| PID    Reference Object                     Distance      Geod. Az  |
 LW0822|                                                           dddmmss.s |
 LW0822| LW3285 B 6/13 S 6/13 1943                   35.269 METERS 00258     |
 LW0822| LW0824 CHAPMAN RM 2                         27.869 METERS 03227     |
 LW0822| LW0820 NOYES RM                             42.569 METERS 03347     |
 LW0822| LW0821 NOYES POINT OP 1                     17.781 METERS 04406     |
 LW0822| LW3281 B 2/2 S 2/2 1943                     61.091 METERS 04655     |
 LW0822| LW3277 FORT HILL NEW TANK                  APPROX. 5.1 KM 2780100.2 |
 LW0822| CB7192 CHAPMAN RM 1                          8.393 METERS 29857     |
 LW0822| LW0819 R 2                                                3512659.4 |
 LW0822|---------------------------------------------------------------------|
 LW0822
 LW0822                          SUPERSEDED SURVEY CONTROL
 LW0822
 LW0822  NAD 83(1992)-  41 19 55.26522(N)    071 45 22.45216(W) AD(       ) 1
 LW0822  NAD 83(1986)-  41 19 55.26381(N)    071 45 22.45380(W) AD(       ) 1
 LW0822  NAD 27      -  41 19 54.90353(N)    071 45 24.21725(W) AD(       ) 1
 LW0822  NGVD 29 (??/??/92)   19.744  (m)           64.78   (f) ADJ UNCH    2 0
 LW0822
 LW0822.Superseded values are not recommended for survey control.
 LW0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0822.See file dsdata.txt to determine how the superseded data were derived.
 LW0822
 LW0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6935279281(NAD 83)
 LW0822_MARKER: DS = TRIANGULATION STATION DISK
 LW0822_SETTING: 66 = SET IN ROCK OUTCROP
 LW0822_SP_SET: ROCK OUTCROP
 LW0822_STAMPING: CHAPMAN 1934 ESTAB BY THE CORPS OF ENGINEERS USA
 LW0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0822+STABILITY: POSITION/ELEVATION WELL
 LW0822
 LW0822  HISTORY     - Date     Condition        Report By
 LW0822  HISTORY     - UNK      MONUMENTED       USE
 LW0822  HISTORY     - 1918     GOOD             CGS
 LW0822  HISTORY     - 1934     GOOD             CGS
 LW0822  HISTORY     - 1934     GOOD             CGS
 LW0822  HISTORY     - 1936     GOOD             CGS
 LW0822  HISTORY     - 1940     GOOD             CGS
 LW0822  HISTORY     - 1943     GOOD             CGS
 LW0822  HISTORY     - 1943     GOOD             NGS
 LW0822  HISTORY     - 1944     GOOD             CGS
 LW0822  HISTORY     - 1954     GOOD             CGS
 LW0822  HISTORY     - 1969     GOOD             CGS
 LW0822  HISTORY     - 1979     GOOD             NGS
 LW0822  HISTORY     - 1988     GOOD             USPSQD
 LW0822  HISTORY     - 1989     GOOD             USPSQD
 LW0822  HISTORY     - 1990     GOOD             USPSQD
 LW0822
 LW0822                          STATION DESCRIPTION
 LW0822
 LW0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 LW0822'ON THE HIGHEST POINT OF NOYES NECK, ABOUT 5-1/2 MILES E OF
 LW0822'WATCH HILL, 1/2 MILE N OF NOYES BEACH, 80 METERS W OF ROAD
 LW0822'LEADING TO THE BEACH, AND 17 METERS (56 FEET) N OF THE PRIVATE
 LW0822'ROAD LEADING TO MR. CHAPMANS HOUSE.  THE STATION IS MARKED BY
 LW0822'A STANDARD STATION MARK, BEARING THE ADDED INSCRIPTION
 LW0822'ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A., SET IN A HOLE
 LW0822'DRILLED IN THE ROCK.  A STANDARD REFERENCE DISK, SET IN A HOLE
 LW0822'DRILLED IN THE TOP OF A LARGE BOULDER, IS 8.39 METERS (27.53
 LW0822'FEET) NW OF THE STATION.
 LW0822
 LW0822                          STATION RECOVERY (1934)
 LW0822
 LW0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ALB)
 LW0822'THE STATION AND REFERENCE MARKS WERE FOUND MARKED AS DESCRIBED
 LW0822'AND IN EXCELLENT CONDITION.  THE STATION IS OCCUPIED AT THE
 LW0822'PRESENT TIME BY A U.S.C. AND G. PARTY.
 LW0822'
 LW0822'NOYES BEACH IS ALSO KNOWN AS WEEKAPAUG.
 LW0822
 LW0822                          STATION RECOVERY (1934)
 LW0822
 LW0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW0822'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD
 LW0822'CONDITION.  REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN AN
 LW0822'OUTCROPPING LEDGE 27.80 METERS NORTHEASTERLY OF THE STATION.  IT
 LW0822'WAS ESTABLISHED AND STAMPED CHAPMAN R.M. 2 1934.  A TOWER 17
 LW0822'METERS TALL WAS USED AS A SIGNAL.
 LW0822
 LW0822                          STATION RECOVERY (1936)
 LW0822
 LW0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RHT)
 LW0822'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 LW0822'DESCRIBED ORIGINALLY AND BY G.C. MATTISON.
 LW0822
 LW0822                          STATION RECOVERY (1940)
 LW0822
 LW0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0822'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LW0822'CONDITION.  THE ORIGINAL DESCRIPTION WAS NOT AVAILABLE.
 LW0822'
 LW0822'THE STATION IS ABOUT 0.2 MILE NORTH OF WEEKAPAUG, WHICH IS ON THE
 LW0822'BEACH ABOUT 5 MILES EAST OF WATCH HILL.  IT IS ABOUT 80 YARDS
 LW0822'WEST OF THE CENTER OF THE BLACK-TOP PAVED NORTH-SOUTH ROAD AT
 LW0822'THE ENTRANCE TO THE CHAPMAN REAL ESTATE SUMMER OFFICE.  IT IS
 LW0822'59 FEET WEST-NORTHWEST OF THE CENTER OF A GATE IN A WIRE FENCE,
 LW0822'23-1/2 FEET NORTH OF THE WIRE FENCE, 142-1/2 FEET EAST-NORTHEAST
 LW0822'OF THE NORTHEAST CORNER OF THE CHAPMAN HOUSE, WHICH IS A
 LW0822'2-STORY WHITE FRAME DWELLING WITH A LARGE GLASS ENCLOSED SUN
 LW0822'PORCH ON THE EAST SIDE.  THE MARK, NOTE 2, IS IN THE TOP
 LW0822'OF A ROCK ABOUT 10 FEET BY 10 FEET WHICH PROJECTS ABOUT 1
 LW0822'FOOT ABOVE THE GROUND.  THE DISK IS STAMPED CHAPMAN.
 LW0822'
 LW0822'REFERENCE MARK NO. 1 IS 27.54 FEET NORTHWEST OF THE
 LW0822'STATION.  THE MARK, NOTE 12A, IS IN A ROCK 2 BY 4 FEET WHICH
 LW0822'PROJECTS ABOUT 12 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED
 LW0822'CHAPMAN NO 1 1934.
 LW0822'
 LW0822'REFERENCE MARK NO. 2 IS 91.47 FEET NORTHEAST OF THE STATION.  THE
 LW0822'MARK, NOTE 12A, IS IN A ROCK ABOUT 3 BY 3 FEET WHICH PROJECTS
 LW0822'ABOUT 6 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED CHAPMAN
 LW0822'NO 2 1934.
 LW0822'
 LW0822'THE AZIMUTH MARK IS THE FINIAL ON THE WESTERLY TANK WHICH IS
 LW0822'ABOUT 3.0 MILES WEST BY NORTH OF THE STATION.  IT IS A 4-LEGGED,
 LW0822'ALUMINUM COLORED, STEEL TANK ABOUT 125 FEET HIGH.
 LW0822'
 LW0822'TO REACH THE STATION FROM WEEKAPAUG, DRIVE NORTH ABOUT 0.3
 LW0822'MILE TO THE CHAPMAN HOME ON THE WEST SIDE OF THE ROAD.
 LW0822'
 LW0822'A 4-FOOT STAND WILL SEE A 20-FOOT LIGHT STAND AT STATION PHELPS.
 LW0822'
 LW0822'NOTE--DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS DID NOT
 LW0822'CHECK EXACTLY.
 LW0822
 LW0822                          STATION RECOVERY (1943)
 LW0822
 LW0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0822'STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE FOUND
 LW0822'IN GOOD CONDITION.  THE ARMY HAS BUILT TWO CONCRETE FIRE-CONTROL
 LW0822'TOWERS NE OF THE STATION.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS
 LW0822'TIME.
 LW0822'
 LW0822'STATION IS 55 FEET S OF THE SW CORNER OF THE FENCE WHICH
 LW0822'ENCLOSES THE TWO FIRE-CONTROL TOWERS.  THE MARK IS ABOUT FLUSH
 LW0822'WITH THE GROUND.
 LW0822'
 LW0822'REFERENCE MARK 2 IS ABOUT MIDWAY BETWEEN THE FENCE AND THE W
 LW0822'OF TWO ARMY HOUSES.
 LW0822'
 LW0822'NOYES POINT OP NO. 1 1940, NOTE 2, IS NE OF THE STATION.  IT IS
 LW0822'18.5 FEET S OF THE WIRE FENCE.  IT IS STAMPED NOYES POINT OP
 LW0822'NO 1 1940 AND PROJECTS ABOUT 6 INCHES.
 LW0822'
 LW0822'REFERENCE MARK NOYES 1940, NOTE 12A, IS NE OF THE STATION.  IT
 LW0822'IS NEAR THE SE CORNER AND ABOUT 5 FEET E OF THE E SIDE OF THE
 LW0822'W OF TWO ARMY HOUSES.  IT IS STAMPED NOYES 1940.
 LW0822'
 LW0822'THE AZIMUTH MARK IS LEVEL BENCH MARK R-2 1943.  IT IS ABOUT
 LW0822'0.3 MILE N OF THE STATION AT THE NW INTERSECTION OF THE BEACH
 LW0822'ROAD AND THE MAIN E-W ROAD.  IT IS ABOUT 150 FEET NE OF A LARGE
 LW0822'TWO-STORY HOUSE AND ABOUT 30 FEET N OF THE E-W HIGHWAY.  IT IS
 LW0822'A BRONZE BENCH MARK STAMPED R 2 1943 AND IS SET IN A DRILL HOLE
 LW0822'IN A LARGE BOULDER THAT PROJECTS ABOUT 3 FEET.
 LW0822
 LW0822                          STATION RECOVERY (1943)
 LW0822
 LW0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0822'7.2 MI NE FROM WATCH HILL.
 LW0822'7.2 MILES NORTHEAST OF WATCH HILL, WASHINGTON COUNTY.  THIS
 LW0822'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.5
 LW0822'MILE NORTHEAST ALONG WESTERLY ROAD, THENCE 1.9 MILES NORTHEAST
 LW0822'ALONG OCEAN VIEW HIGHWAY, THENCE 4.1 MILES NORTHEAST ALONG SHORE
 LW0822'ROAD, AND THENCE 0.7 MILE SOUTH ALONG THE WEEKAPAUG ROAD.  IT
 LW0822'IS AT THE ARMY INSTALLATIONS, 116.4 FEET SOUTHWEST OF THE
 LW0822'SOUTHWEST CORNER OF A TWO-STORY BROWN HOUSE, 108.3 FEET SOUTH
 LW0822'OF THE SOUTHWEST LEG OF THE WESTERNMOST LOOKOUT TOWER, 55 FEET
 LW0822'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A WIRE FENCE, AND IN
 LW0822'THE TOP OF A ROCK OUTCROP.  A STANDARD TRIANGULATION-STATION
 LW0822'DISK, STAMPED CHAPMAN 1934 ESTABLISHED BY THE CORPS OF ENGINEERS
 LW0822'USA.
 LW0822
 LW0822                          STATION RECOVERY (1944)
 LW0822
 LW0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW0822'STATION WAS RECOVERED AS DESCRIBED AND THE DESCRIPTION WAS FOUND
 LW0822'TO BE ADEQUATE, EXCEPT THAT THE AZIMUTH MARK IS APPROXIMATELY
 LW0822'0.5 MILE N OF THE STATION INSTEAD OF 0.3 MILE.  THE DISTANCES TO
 LW0822'THE REFERENCE MARKS WERE MEASURED HORIZONTALLY AND THE ORIGINAL
 LW0822'DISTANCES CHECKED TO LESS THAN 0.005 METER.
 LW0822
 LW0822                          STATION RECOVERY (1954)
 LW0822
 LW0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0822'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW0822'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 LW0822'TAPE AND FOUND TO BE CORRECT.  NOYES POINT OP NO 1 WAS ALSO
 LW0822'RECOVERED.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 LW0822'FOLLOWING EXCEPTIONS--
 LW0822'
 LW0822'THE TWO FIRE-CONTROL TOWERS HAVE BEEN RAZED.  THE AZIMUTH
 LW0822'MARK IS 0.7 MI. N OF THE STATION.
 LW0822'
 LW0822'STATION MARK IS STAMPED CHAPMAN.
 LW0822'
 LW0822'REFERENCE MARK 1 IS STAMPED CHAPMAN NO 1.
 LW0822
 LW0822                          STATION RECOVERY (1969)
 LW0822
 LW0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW0822'STATION, REFERENCE MARKS 1 AND 2, AZ MK AND TRIANGULATION STATION
 LW0822'NOYES POINT OP NO 1 WERE ALL RECOVERED AND FOUND IN GOOD
 LW0822'CONDITION.  AZ MK IS NOT VISIBLE FROM GROUND AND NO TOWER WAS BUILT
 LW0822'OVER MARK.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS
 LW0822'TIME.  DUE TO LOCATION OF STATION REFERENCE MARK 3 WAS
 LW0822'OCCUPIED AT THIS TIME.  DUE TO VARIOUS CHANGES A COMPLETE NEW
 LW0822'DESCRIPTION FOLLOWS.
 LW0822'
 LW0822'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF WESTERLY, 4-1/2
 LW0822'MILES SOUTH-SOUTHWEST OF BRADFORD, 1/2 MILE NORTHEAST OF
 LW0822'WEEKAPAUG AND ON PROPERTY OWNED BY MR. DANFORD S. MITCHELL.
 LW0822'
 LW0822'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 LW0822'91 (GRANITE STREET AND TOWER STREET) IN WESTERLY, GO SOUTH AND
 LW0822'THEN EASTERLY ON U.S. HIGHWAY 1 NORTH FOR 3.5 MILES TO A
 LW0822'CROSSROAD AT DUNN CORNERS.  CONTINUE EASTERLY ON U.S. HIGHWAY 1
 LW0822'NORTH FOR 1.2 MILES TO THE JUNCTION OF SCENIC HIGHWAY 1A
 LW0822'RIGHT.  TURN SHARP RIGHT AND GO SOUTHWESTERLY ON SCENIC HIGHWAY
 LW0822'1A FOR 0.9 MILE TO A CROSSROAD AND THE AZ MK IN THE NORTHWEST
 LW0822'CORNER OF INTERSECTION AS DESCRIBED.  TURN LEFT AND GO SOUTH
 LW0822'ON NUSHKA ROAD FOR 0.7 MILE TO A PRIVATE DRIVE ON RIGHT AT
 LW0822'POWER POLE 10.  TURN RIGHT AND GO WEST INTO PRIVATE DRIVE
 LW0822'FOR 0.05 MILE TO POWER POLE 4999 AND STATION ON RIGHT AS
 LW0822'DESCRIBED.
 LW0822'
 LW0822'STATION MARK, STAMPED CHAPMAN, IS CEMENTED IN A DRILL HOLE IN A
 LW0822'9 X 18 FOOT BEDROCK FORMATION THAT IS FLUSH WITH THE GROUND.  IT
 LW0822'IS 136 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 30.5 FEET
 LW0822'NORTH OF CENTER OF DRIVEWAY AND 25.5 FEET NORTHWEST OF POWER POLE
 LW0822'4999.  (NOTE 2) RM 1, STAMPED CHAPMAN NO 1, IS CEMENTED IN A
 LW0822'DRILL HOLE IN A 3 BY 7 FOOT BEDROCK FORMATION THAT PROJECTS 6
 LW0822'INCHES.  IT IS 125 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LW0822'HOUSE, 50.3 FEET NORTHWEST OF POWER POLE 4999 AND 41 FEET
 LW0822'NORTH-NORTHWEST OF CENTER OF DRIVEWAY.  (NOTE 12A)
 LW0822'
 LW0822'RM 2, STAMPED CHAPMAN NO 2, IS CEMENTED IN A DRILL HOLE IN A
 LW0822'3 BY 3 FOOT BEDROCK FORMATION THAT PROJECTS ABOUT 2 INCHES.  IT
 LW0822'IS 107.5 FEET NORTHWEST OF POWER POLE 4999 AND 104 FEET NORTH OF
 LW0822'CENTER OF DRIVEWAY.  (NOTE 12A)
 LW0822'
 LW0822'RM 3, STAMPED CHAPMAN USE 1909 NO 3 1969, IS CEMENTED IN A
 LW0822'DRILLHOLE IN A 5 BY 7 FOOT BEDROCK FORMATION THAT PROJECTS 1
 LW0822'FOOT.  IT IS 170 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE,
 LW0822'48 FEET WEST OF POWER POLE 4999 AND 22.5 FEET NORTH OF CENTER
 LW0822'OF DRIVEWAY.  (NOTE 12A)
 LW0822'
 LW0822'RM 4, STAMPED CHAPMAN USE 1909 NO 4 1969, IS CEMENTED IN A
 LW0822'DRILLHOLE IN A 6 BY 7 FOOT BOULDER THAT PROJECTS ABOUT 2
 LW0822'FOOT.  IT IS 99 FEET WEST-SOUTHWEST OF CENTER OF ROAD, 78 FEET
 LW0822'WEST-SOUTHWEST OF ROCK FENCE, 42.5 FEET SOUTH-SOUTHWEST OF
 LW0822'SOUTHEAST CORNER OF A HOUSE AND 37 FEET SOUTH OF THE SOUTHWEST
 LW0822'CORNER OF THE HOUSE.  (NOTE 12C)
 LW0822'
 LW0822'STATION NOYES POINT OP NO 1, IS STAMPED NOYES POINT OP NO 1
 LW0822'1940, IS CEMENTED IN A BEDROCK FORMATION 2 BY 2 FOOT IN SIZE
 LW0822'AND IS SET FLUSH WITH THE GROUND.  IT IS 193 FEET NORTHEAST OF THE
 LW0822'NORTHEAST CORNER OF HOUSE, 71.8 FEET NORTH-NORTHEAST OF POWER
 LW0822'POLE 4999 AND 68.5 FEET NORTH OF CENTER OF DRIVEWAY.  (NOTE 2)
 LW0822'
 LW0822'AZ MK, A BENCH MARK STAMPED R 2 1943, IS CEMENTED IN A DRILLHOLE
 LW0822'IN A LARGE BOULDER THAT PROJECTS ABOUT 3 FEET.  IT IS 103
 LW0822'FEET NORTHEAST OF THE NORTHEAST CORNER OF A TWO STORY HOUSE, 42
 LW0822'FEET WEST OF CENTER OF SUNSET DRIVE, 41 FEET NORTH OF CENTER OF
 LW0822'U.S. SCENIC 1A HIGHWAY, 19 FEET NORTHEAST OF POWER POLE 428
 LW0822'AND 3.1 FEET NORTHWEST OF A METAL WITNESS POST.
 LW0822'
 LW0822'HEIGHT OF LIGHT ABOVE STATION MARK 1 FOOT.
 LW0822'
 LW0822'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW0822'1/2 MILE NE OF WEEKAPAUG.
 LW0822
 LW0822                          STATION RECOVERY (1979)
 LW0822
 LW0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW0822'THE STATION MARK, REFERENCE MARKS 1, 2, 3 AND 4 AND NOYES POINT OP
 LW0822'NO 1 1940 WERE RECOVERED IN GOOD CONDITION.  THE 1969 DESCRIPTION IS
 LW0822'ADEQUATE FOR RECOVERING THE STATION.
 LW0822
 LW0822                          STATION RECOVERY (1988)
 LW0822
 LW0822'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0822'RECOVERED IN GOOD CONDITION.
 LW0822
 LW0822                          STATION RECOVERY (1989)
 LW0822
 LW0822'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0822'RECOVERED IN GOOD CONDITION.
 LW0822
 LW0822                          STATION RECOVERY (1990)
 LW0822
 LW0822'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0823 ***********************************************************************
 LW0823  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0823  DESIGNATION -  CHAPMAN RM 1 USE
 LW0823  PID         -  LW0823
 LW0823  STATE/COUNTY-  RI/WASHINGTON
 LW0823  USGS QUAD   -  WATCH HILL (1984)
 LW0823
 LW0823                         *CURRENT SURVEY CONTROL
 LW0823  ___________________________________________________________________
 LW0823* NAD 83(1986)-  41 19 55.     (N)    071 45 22.     (W)     SCALED    
 LW0823* NAVD 88     -        19.705  (meters)      64.65   (feet)  ADJUSTED  
 LW0823  ___________________________________________________________________
 LW0823  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW0823  DYNAMIC HT  -          19.698 (meters)      64.63  (feet)  COMP
 LW0823  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LW0823
 LW0823  VERT ORDER  -  SECOND    CLASS 0
 LW0823
 LW0823.The horizontal coordinates were scaled from a topographic map and have
 LW0823.an estimated accuracy of +/- 6 seconds.
 LW0823
 LW0823.The orthometric height was determined by differential leveling
 LW0823.and adjusted by the National Geodetic Survey in June 1991..
 LW0823
 LW0823.This Tidal Bench Mark is designated as VM 13923
 LW0823.by the Center for Operational Oceanographic Products and Services.
 LW0823
 LW0823.The geoid height was determined by GEOID03.
 LW0823
 LW0823.The dynamic height is computed by dividing the NAVD 88
 LW0823.geopotential number by the normal gravity value computed on the
 LW0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0823.degrees latitude (g = 980.6199 gals.).
 LW0823
 LW0823.The modeled gravity was interpolated from observed gravity values.
 LW0823
 LW0823;                    North         East    Units  Estimated Accuracy
 LW0823;SPC RI       -    27,640.       78,560.      MT  (+/- 180 meters Scaled)
 LW0823
 LW0823                          SUPERSEDED SURVEY CONTROL
 LW0823
 LW0823  NGVD 29 (??/??/92)   19.994  (m)           65.60   (f) ADJ UNCH    2 0
 LW0823
 LW0823.Superseded values are not recommended for survey control.
 LW0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0823.See file dsdata.txt to determine how the superseded data were derived.
 LW0823
 LW0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF693792(NAD 83)
 LW0823_MARKER: DR = REFERENCE MARK DISK
 LW0823_SETTING: 66 = SET IN ROCK OUTCROP
 LW0823_SP_SET: ROCK OUTCROP
 LW0823_STAMPING: CHAPMAN 1 1934
 LW0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0823+STABILITY: POSITION/ELEVATION WELL
 LW0823
 LW0823  HISTORY     - Date     Condition        Report By
 LW0823  HISTORY     - 1934     MONUMENTED       DOD
 LW0823  HISTORY     - 1943     GOOD             NGS
 LW0823  HISTORY     - 1988     GOOD             USPSQD
 LW0823  HISTORY     - 1989     GOOD             USPSQD
 LW0823  HISTORY     - 1990     GOOD             USPSQD
 LW0823
 LW0823                          STATION DESCRIPTION
 LW0823
 LW0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0823'7.2 MI NE FROM WATCH HILL.
 LW0823'27.54 FEET NORTHWEST OF TRIANGULATION STATION CHAPMAN (U.S.E.)
 LW0823'DESCRIBED ABOVE, 96.5 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE
 LW0823'WESTERNMOST LOOKOUT TOWER, 38.2 FEET SOUTH-SOUTHWEST OF THE
 LW0823'SOUTHWEST CORNER OF A WIRE FENCE, AND IN THE TOP OF A ROCK
 LW0823'OUTCROP.  A STANDARD REFERENCE-MARK DISK, STAMPED CHAPMAN
 LW0823'NO 1 1934.
 LW0823
 LW0823                          STATION RECOVERY (1988)
 LW0823
 LW0823'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0823'RECOVERED IN GOOD CONDITION.
 LW0823
 LW0823                          STATION RECOVERY (1989)
 LW0823
 LW0823'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0823'RECOVERED IN GOOD CONDITION.
 LW0823
 LW0823                          STATION RECOVERY (1990)
 LW0823
 LW0823'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0824 ***********************************************************************
 LW0824  DESIGNATION -  CHAPMAN RM 2
 LW0824  PID         -  LW0824
 LW0824  STATE/COUNTY-  RI/WASHINGTON
 LW0824  USGS QUAD   -  WATCH HILL (1984)
 LW0824
 LW0824                         *CURRENT SURVEY CONTROL
 LW0824  ___________________________________________________________________
 LW0824* NAD 83(1986)-  41 19 55.     (N)    071 45 22.     (W)     SCALED    
 LW0824* NAVD 88     -        19.190  (meters)      62.96   (feet)  ADJUSTED  
 LW0824  ___________________________________________________________________
 LW0824  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW0824  DYNAMIC HT  -          19.183 (meters)      62.94  (feet)  COMP
 LW0824  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LW0824
 LW0824  VERT ORDER  -  SECOND    CLASS 0
 LW0824
 LW0824.The horizontal coordinates were scaled from a topographic map and have
 LW0824.an estimated accuracy of +/- 6 seconds.
 LW0824
 LW0824.The orthometric height was determined by differential leveling
 LW0824.and adjusted by the National Geodetic Survey in June 1991..
 LW0824
 LW0824.The geoid height was determined by GEOID03.
 LW0824
 LW0824.The dynamic height is computed by dividing the NAVD 88
 LW0824.geopotential number by the normal gravity value computed on the
 LW0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0824.degrees latitude (g = 980.6199 gals.).
 LW0824
 LW0824.The modeled gravity was interpolated from observed gravity values.
 LW0824
 LW0824;                    North         East    Units  Estimated Accuracy
 LW0824;SPC RI       -    27,640.       78,560.      MT  (+/- 180 meters Scaled)
 LW0824
 LW0824                          SUPERSEDED SURVEY CONTROL
 LW0824
 LW0824  NGVD 29 (??/??/92)   19.480  (m)           63.91   (f) ADJ UNCH    2 0
 LW0824
 LW0824.Superseded values are not recommended for survey control.
 LW0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0824.See file dsdata.txt to determine how the superseded data were derived.
 LW0824
 LW0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF693792(NAD 83)
 LW0824_MARKER: DR = REFERENCE MARK DISK
 LW0824_SETTING: 66 = SET IN ROCK OUTCROP
 LW0824_SP_SET: ROCK OUTCROP
 LW0824_STAMPING: CHAPMAN NO 2 1934
 LW0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0824+STABILITY: POSITION/ELEVATION WELL
 LW0824
 LW0824  HISTORY     - Date     Condition        Report By
 LW0824  HISTORY     - 1934     MONUMENTED       CGS
 LW0824  HISTORY     - 1943     GOOD             NGS
 LW0824  HISTORY     - 1988     GOOD             USPSQD
 LW0824  HISTORY     - 1989     GOOD             USPSQD
 LW0824  HISTORY     - 1990     GOOD             USPSQD
 LW0824
 LW0824                          STATION DESCRIPTION
 LW0824
 LW0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0824'7.2 MI NE FROM WATCH HILL.
 LW0824'91.4 FEET NORTHEAST OF TRIANGULATION STATION CHAPMAN (U.S.E.)
 LW0824'DESCRIBED ABOVE, 44.5 FEET SOUTHEAST OF THE SOUTHEAST LEG OF
 LW0824'THE WESTERNMOST LOOKOUT TOWER, 31 FEET SOUTH-SOUTHWEST OF THE
 LW0824'SOUTHWEST CORNER OF A TWO-STORY BROWN HOUSE, 15.3 FEET NORTH
 LW0824'OF THE SOUTH WIRE FENCE, 14 FEET SOUTH OF THE CENTER LINE OF
 LW0824'THE ROAD, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD
 LW0824'REFERENCE-MARK DISK, STAMPED CHAPMAN NO 2 1934.
 LW0824
 LW0824                          STATION RECOVERY (1988)
 LW0824
 LW0824'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0824'RECOVERED IN GOOD CONDITION.
 LW0824
 LW0824                          STATION RECOVERY (1989)
 LW0824
 LW0824'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0824'RECOVERED IN GOOD CONDITION.
 LW0824
 LW0824                          STATION RECOVERY (1990)
 LW0824
 LW0824'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3284 ***********************************************************************
 LW3284  DESIGNATION -  CHAPMAN RM 3
 LW3284  PID         -  LW3284
 LW3284  STATE/COUNTY-  RI/WASHINGTON
 LW3284  USGS QUAD   -  WATCH HILL (1984)
 LW3284
 LW3284                         *CURRENT SURVEY CONTROL
 LW3284  ___________________________________________________________________
 LW3284* NAD 83(1996)-  41 19 55.23316(N)    071 45 22.89656(W)     ADJUSTED  
 LW3284* NAVD 88     -        20.8    (meters)      68.     (feet)  VERTCON   
 LW3284  ___________________________________________________________________
 LW3284  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LW3284  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW3284
 LW3284  HORZ ORDER  -  FIRST
 LW3284
 LW3284.The horizontal coordinates were established by classical geodetic methods
 LW3284.and adjusted by the National Geodetic Survey in August 1998..
 LW3284
 LW3284.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3284
 LW3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3284
 LW3284.The geoid height was determined by GEOID03.
 LW3284
 LW3284;                    North         East     Units Scale Factor Converg.
 LW3284;SPC RI       -    27,648.961    78,539.811   MT  0.99999942   -0 10 09.5
 LW3284;SPC RI       -    90,711.63    257,676.03   sFT  0.99999942   -0 10 09.5
 LW3284;SPC CT       -   208,260.178   387,977.050   MT  0.99998930   +0 39 31.8
 LW3284;SPC CT       -   683,266.93  1,272,888.04   sFT  0.99998930   +0 39 31.8
 LW3284;UTM  19      - 4,579,279.969   269,341.505   MT  1.00025481   -1 49 16.2
 LW3284
 LW3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3284!SPC RI       -   1.00000154  x   0.99999942  =   1.00000096
 LW3284!SPC CT       -   1.00000154  x   0.99998930  =   0.99999084
 LW3284!UTM  19      -   1.00000154  x   1.00025481  =   1.00025635
 LW3284
 LW3284|---------------------------------------------------------------------|
 LW3284| PID    Reference Object                     Distance      Geod. Az  |
 LW3284|                                                           dddmmss.s |
 LW3284| CB7192 CHAPMAN RM 1                          5.896 METERS 03016     |
 LW3284| LW0824 CHAPMAN RM 2                         35.232 METERS 04549     |
 LW3284| CB7193 CHAPMAN RM 4                         74.549 METERS 04744     |
 LW3284| LW3316 PHELPS                              APPROX. 8.4 KM 2542124.9 |
 LW3284| LW3277 FORT HILL NEW TANK                  APPROX. 5.1 KM 2780238.9 |
 LW3284| LW3248 WESTERLY WARD HIGH SCH CUPOLA       APPROX. 7.2 KM 3123912.4 |
 LW3284| LW3286 WESTERLY STANDPIPE                  APPROX. 6.9 KM 3124619.0 |
 LW3284|---------------------------------------------------------------------|
 LW3284
 LW3284                          SUPERSEDED SURVEY CONTROL
 LW3284
 LW3284  NAD 83(1992)-  41 19 55.23184(N)    071 45 22.89576(W) AD(       ) 1
 LW3284  NAD 83(1986)-  41 19 55.23043(N)    071 45 22.89777(W) AD(       ) 1
 LW3284  NAD 27      -  41 19 54.87019(N)    071 45 24.66078(W) AD(       ) 1
 LW3284  NGVD 29 (07/19/86)   21.1    (m)           69.     (f) VERT ANG       
 LW3284
 LW3284.Superseded values are not recommended for survey control.
 LW3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3284.See file dsdata.txt to determine how the superseded data were derived.
 LW3284
 LW3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6934279280(NAD 83)
 LW3284_MARKER: DR = REFERENCE MARK DISK
 LW3284_SETTING: 66 = SET IN ROCK OUTCROP
 LW3284_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 LW3284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3284+STABILITY: POSITION/ELEVATION WELL
 LW3284
 LW3284  HISTORY     - Date     Condition        Report By
 LW3284  HISTORY     - 1969     MONUMENTED       USE
 LW3284
 LW3284                          STATION DESCRIPTION
 LW3284
 LW3284'DESCRIBED BY US ENGINEERS 1969 (RMB)
 LW3284'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF WESTERLY, 4-1/2
 LW3284'MILES SOUTH-SOUTHWEST OF BRADFORD, 1/2 MILE NORTHEAST OF
 LW3284'WEEKAPAUG AND ON PROPERTY OWNED BY MR. DANFORD S. MITCHELL.
 LW3284'
 LW3284'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 LW3284'HIGHWAY 91 (GRANITE STREET AND TOWER STREET) IN WESTERLY, GO
 LW3284'SOUTH AND THEN EASTERLY ON U.S. HIGHWAY 1 NORTH FOR 3.5 MILES
 LW3284'TO A CROSSROAD AT DUNN CORNER.  CONTINUE EASTERLY ON U.S.
 LW3284'HIGHWAY 1 NORTH FOR 1.2 MILES TO THE JUNCTION OF SCENIC HIGHWAY
 LW3284'1A RIGHT.  TURN SHARP RIGHT AND GO SOUTHWESTERLY ON SCENIC
 LW3284'HIGHWAY 1A FOR 0.9 MILE TO A CROSSROAD.  TURN LEFT AND GO
 LW3284'SOUTH ON NUSHKA ROAD FOR 0.7 MILE TO A PRIVATE DRIVEWAY ON
 LW3284'RIGHT AT POWER POLE 10.  TURN RIGHT AND GO WEST INTO PRIVATE
 LW3284'DRIVE FOR 0.05 MILE TO POWER POLE 4999 AND STATION ON RIGHT
 LW3284'AS DESCRIBED.
 LW3284'
 LW3284'STATION MARK, STAMPED CHAPMAN USE 1909 NO 3 1969, IS CEMENTED
 LW3284'IN A DRILL HOLE IN A 5 BY 7 FOOT BEDROCK FORMATION THAT PROJECTS
 LW3284'1 FOOT.  IT IS 170 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LW3284'HOUSE, 48 FEET WEST OF POWER POLE 4999 AND 22.5 FEET NORTH OF
 LW3284'CENTER OF DRIVEWAY.
 LW3284'
 LW3284'RM 1, STAMPED CHAPMAN NO 1, IS CEMENTED IN A DRILL HOLE IN A 3
 LW3284'BY 7 FOOT BEDROCK FORMATION THAT PROJECTS 6 INCHES.  IT IS 125 FEET
 LW3284'NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 50.3 FEET NORTHEAST OF
 LW3284'OF THE NORTHEAST CORNER OF HOUSE, 50.3 FEET NORTHWEST OF POWER
 LW3284'POLE AND 41 FEET NORTH-NORTHWEST OF CENTER OF DRIVEWAY LEADING TO
 LW3284'HOUSE.
 LW3284'
 LW3284'RM 2, STAMPED CHAPMAN NO 2, IS CEMENTED IN A DRILL HOLE IN A
 LW3284'3 BY 3 FOOT BEDROCK FORMATION THAT PROJECTS ABOUT 2 INCHES.  IT
 LW3284'IS 107.5 FEET NORTHWEST OF POWER POLE 4999 AND 104 FEET NORTH OF
 LW3284'CENTER OF DRIVEWAY.
 LW3284'
 LW3284'STATION CHAPMAN, IS STAMPED CHAPMAN, IS CEMENTED IN A DRILL
 LW3284'HOLE IN A 9 BY 18 FOOT BEDROCK FORMATION THAT IS FLUSH WITH THE
 LW3284'GROUND.  IT IS 136 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LW3284'HOUSE, 30.5 FEET NORTH OF CENTER OF DRIVEWAY AND 25.5 FEET
 LW3284'NORTHWEST OF POWER POLE 4999.
 LW3284'
 LW3284'STATION NOYES POINT OP NO 1, IS STAMPED NOYES POINT OP NO 1 1940,
 LW3284'IS CEMENTED IN A BEDROCK FORMATION 2 BY 2 FOOT IN SIZE AND IS
 LW3284'SET FLUSH WITH THE GROUND.  IT IS 193 FEET NORTHEAST OF THE
 LW3284'NORTHEAST CORNER OF HOUSE, 71.8 FEET NORTH-NORTHEAST OF POWER
 LW3284'POLE 4999 AND 68.5 FEET NORTH OF CENTER OF DRIVEWAY.
 LW3284'
 LW3284'RM 4, STAMPED CHAPMAN USE 1909 NO 4 1969, IS CEMENTED IN A
 LW3284'DRILL HOLE IN A 6 BY 7 FOOT BOULDER THAT PROJECTS ABOUT 2
 LW3284'FOOT.  IT IS 99 FEET WEST-SOUTHWEST OF CENTER OF ROAD, 78 FEET
 LW3284'WEST-SOUTHWEST OF ROCK FENCE, 42.5 FEET SOUTH-SOUTHWEST OF
 LW3284'SOUTHEAST CORNER OF A HOUSE
 LW3284'AND 37 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE.
 LW3284'
 LW3284'ALL MARKS ARE STANDARD DISK.
 LW3284'
 LW3284'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3078 ***********************************************************************
 LW3078  DESIGNATION -  CHARLESTOWN USN AIR STA E TANK
 LW3078  PID         -  LW3078
 LW3078  STATE/COUNTY-  RI/WASHINGTON
 LW3078  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3078
 LW3078                         *CURRENT SURVEY CONTROL
 LW3078  ___________________________________________________________________
 LW3078* NAD 83(1996)-  41 22 24.89585(N)    071 39 41.83458(W)     ADJUSTED  
 LW3078* NAVD 88     -                                                        
 LW3078  ___________________________________________________________________
 LW3078  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 LW3078  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW3078
 LW3078  HORZ ORDER  -  THIRD
 LW3078
 LW3078.The horizontal coordinates were established by classical geodetic methods
 LW3078.and adjusted by the National Geodetic Survey in August 1998..
 LW3078
 LW3078
 LW3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3078
 LW3078.The geoid height was determined by GEOID03.
 LW3078
 LW3078;                    North         East     Units Scale Factor Converg.
 LW3078;SPC RI       -    32,246.954    86,479.161   MT  0.99999600   -0 06 24.6
 LW3078;SPC RI       -   105,796.88    283,723.71   sFT  0.99999600   -0 06 24.6
 LW3078;UTM  19      - 4,583,648.124   277,412.041   MT  1.00020978   -1 45 35.9
 LW3078
 LW3078                          SUPERSEDED SURVEY CONTROL
 LW3078
 LW3078  NAD 83(1992)-  41 22 24.89451(N)    071 39 41.83380(W) AD(       ) 4
 LW3078  NAD 83(1986)-  41 22 24.89293(N)    071 39 41.83430(W) AD(       ) 4
 LW3078  NAD 27      -  41 22 24.53142(N)    071 39 43.60546(W) AD(       ) 3
 LW3078
 LW3078.Superseded values are not recommended for survey control.
 LW3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3078.See file dsdata.txt to determine how the superseded data were derived.
 LW3078
 LW3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7741283648(NAD 83)
 LW3078_MARKER: 53 = ELEVATED TANK
 LW3078
 LW3078  HISTORY     - Date     Condition        Report By
 LW3078  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3078  HISTORY     - 1974     GOOD             LOCSUR
 LW3078  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LW3078  HISTORY     - 19860606 MARK NOT FOUND   RIGS
 LW3078
 LW3078                          STATION DESCRIPTION
 LW3078
 LW3078'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3078'STATION IS LOCATED ABOUT 8 MILES EAST OF WESTERLY, 1-1/4 MILES
 LW3078'SOUTHWEST OF CHARLESTOWN AND ON U.S. NAVY AUXILIARY LANDING
 LW3078'FIELD.  THE STATION IS LOCATED AT GUARD GATE AND IS 0.15 MILE
 LW3078'EAST OF THE CONTROL TOWER.  (EAST ONE OF TWO TANKS.)
 LW3078'
 LW3078'THE STATION IS A WATER TANK PAINTED RED AND WHITE
 LW3078'(CHECKERED).  IT IS SUPPORTED BY 4 LEGS AND IS ABOUT 100 FEET HIGH.
 LW3078'
 LW3078'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
 LW3078
 LW3078                          STATION RECOVERY (1974)
 LW3078
 LW3078'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LW3078'TANK IS IN GOOD CONDITION.
 LW3078
 LW3078                          STATION RECOVERY (1984)
 LW3078
 LW3078'RECOVERY NOTE BY US POWER SQUADRON 1984 (FW)
 LW3078'NOTE--THE TANK AND ALL OTHER NAVY BUILDINGS HAVE BEEN
 LW3078'DEMOLISHED.  PART OF THE AIR STATION AREA IS NOW A RECREATION
 LW3078'AREA OWNED BY THE TOWN OF CHARESTOWN AND IS CALLED NINEGRET PARK.
 LW3078
 LW3078                          STATION RECOVERY (1986)
 LW3078
 LW3078'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW3078'THE TANK WAS RAZED AND NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3076 ***********************************************************************
 LW3076  DESIGNATION -  CHARLESTOWN USN FIELD CONT TWR
 LW3076  PID         -  LW3076
 LW3076  STATE/COUNTY-  RI/WASHINGTON
 LW3076  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3076
 LW3076                         *CURRENT SURVEY CONTROL
 LW3076  ___________________________________________________________________
 LW3076* NAD 83(1996)-  41 22 05.95107(N)    071 39 49.97194(W)     ADJUSTED  
 LW3076* NAVD 88     -                                                        
 LW3076  ___________________________________________________________________
 LW3076  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 LW3076  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LW3076
 LW3076  HORZ ORDER  -  THIRD
 LW3076
 LW3076.The horizontal coordinates were established by classical geodetic methods
 LW3076.and adjusted by the National Geodetic Survey in August 1998..
 LW3076
 LW3076
 LW3076.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3076
 LW3076.The geoid height was determined by GEOID03.
 LW3076
 LW3076;                    North         East     Units Scale Factor Converg.
 LW3076;SPC RI       -    31,662.861    86,288.958   MT  0.99999606   -0 06 29.9
 LW3076;SPC RI       -   103,880.57    283,099.69   sFT  0.99999606   -0 06 29.9
 LW3076;UTM  19      - 4,583,069.636   277,205.023   MT  1.00021092   -1 45 40.6
 LW3076
 LW3076                          SUPERSEDED SURVEY CONTROL
 LW3076
 LW3076  NAD 83(1992)-  41 22 05.94973(N)    071 39 49.97117(W) AD(       ) 4
 LW3076  NAD 83(1986)-  41 22 05.94828(N)    071 39 49.97188(W) AD(       ) 4
 LW3076  NAD 27      -  41 22 05.58400(N)    071 39 51.74000(W) AD(       ) 3
 LW3076
 LW3076.Superseded values are not recommended for survey control.
 LW3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3076.See file dsdata.txt to determine how the superseded data were derived.
 LW3076
 LW3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7720583070(NAD 83)
 LW3076_MARKER: 58 = CONTROL TOWER
 LW3076
 LW3076  HISTORY     - Date     Condition        Report By
 LW3076  HISTORY     - 1943     FIRST OBSERVED   CGS
 LW3076  HISTORY     - 1954     GOOD             CGS
 LW3076  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LW3076
 LW3076                          STATION DESCRIPTION
 LW3076
 LW3076'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3076'STATION IS THE WEATHER VANE ON THE TOP OF THE CONTROL TOWER
 LW3076'LOCATED AT THE U.S. NAVY AUXILIARY AIR FIELD AT CHARLESTOWN.  THIS
 LW3076'STATION WAS LOCATED BY INTERSECTION.
 LW3076
 LW3076                          STATION RECOVERY (1954)
 LW3076
 LW3076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3076'STATION RECOVERED IN GOOD CONDITION.  FINIAL AT THE CENTER OF THE
 LW3076'CONTROL TOWER IS A SMALL RADIO ANTENNA, RATHER THAN A WEATHER
 LW3076'VANE AS PREVIOUSLY DESCRIBED.
 LW3076
 LW3076                          STATION RECOVERY (1984)
 LW3076
 LW3076'RECOVERY NOTE BY US POWER SQUADRON 1984 (FW)
 LW3076'NOTE--THIS STATION AND ALL BUILDINGS HAVE BEEN DEMOLISHED AND IS
 LW3076'NOW A RECREATION PARK CALLED NINEGRET PARK, AND IS OWNED BY
 LW3076'THE TOWN OF CHARLESTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2216 ***********************************************************************
 LW2216  DESIGNATION -  CHASE
 LW2216  PID         -  LW2216
 LW2216  STATE/COUNTY-  RI/NEWPORT
 LW2216  USGS QUAD   -  FALL RIVER (1979)
 LW2216
 LW2216                         *CURRENT SURVEY CONTROL
 LW2216  ___________________________________________________________________
 LW2216* NAD 83(1996)-  41 40 23.74382(N)    071 11 14.72186(W)     ADJUSTED  
 LW2216* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LW2216  ___________________________________________________________________
 LW2216  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 LW2216  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW2216
 LW2216  HORZ ORDER  -  THIRD
 LW2216
 LW2216.The horizontal coordinates were established by classical geodetic methods
 LW2216.and adjusted by the National Geodetic Survey in August 1998..
 LW2216
 LW2216.The orthometric height was scaled from a topographic map.
 LW2216
 LW2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2216
 LW2216.The geoid height was determined by GEOID03.
 LW2216
 LW2216;                    North         East     Units Scale Factor Converg.
 LW2216;SPC RI       -    65,565.020   126,029.174   MT  1.00000208   +0 12 28.2
 LW2216;SPC RI       -   215,107.90    413,480.72   sFT  1.00000208   +0 12 28.2
 LW2216;UTM  19      - 4,615,811.540   317,913.873   MT  1.00000802   -1 27 17.2
 LW2216
 LW2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2216!SPC RI       -   0.99999997  x   1.00000208  =   1.00000205
 LW2216!UTM  19      -   0.99999997  x   1.00000802  =   1.00000799
 LW2216
 LW2216:                Primary Azimuth Mark                     Grid Az
 LW2216:SPC RI       -  MOUND 1874                               213 29 35.6
 LW2216:UTM  19      -  MOUND 1874                               215 09 21.0
 LW2216
 LW2216|---------------------------------------------------------------------|
 LW2216| PID    Reference Object                     Distance      Geod. Az  |
 LW2216|                                                           dddmmss.s |
 LW2216| LW2293 MOUND 1874                          APPROX. 4.8 KM 2134203.8 |
 LW2216|---------------------------------------------------------------------|
 LW2216
 LW2216                          SUPERSEDED SURVEY CONTROL
 LW2216
 LW2216  NAD 83(1996)-  41 40 23.74379(N)    071 11 14.72182(W) AD(       ) 3
 LW2216  NAD 83(1992)-  41 40 23.74194(N)    071 11 14.72092(W) AD(       ) 3
 LW2216  NAD 83(1992)-  41 40 23.74186(N)    071 11 14.72086(W) AD(       ) 3
 LW2216  NAD 83(1986)-  41 40 23.74232(N)    071 11 14.72039(W) AD(       ) 3
 LW2216  NAD 27      -  41 40 23.37000(N)    071 11 16.56000(W) AD(       ) 3
 LW2216
 LW2216.Superseded values are not recommended for survey control.
 LW2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2216.See file dsdata.txt to determine how the superseded data were derived.
 LW2216
 LW2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1791415812(NAD 83)
 LW2216
 LW2216  HISTORY     - Date     Condition        Report By
 LW2216  HISTORY     - 1874     MONUMENTED       CGS
 LW2216  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LW2216  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2216
 LW2216                          STATION DESCRIPTION
 LW2216
 LW2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (AMH)
 LW2216'STATION REPORTED DESTROYED IN 1912.
 LW2216
 LW2216                          STATION RECOVERY (1933)
 LW2216
 LW2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (KTA)
 LW2216'DELETE STATION FROM THE RECORDS.  IT WAS REPORTED LOST IN
 LW2216'1912.  IF IT WAS A MARKED STATION, IT PROBABLY WAS DESTROYED BY
 LW2216'THE CONSTRUCTION OF HOUSES.
 LW2216
 LW2216                          STATION RECOVERY (1935)
 LW2216
 LW2216'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2216'THIS STATION IS NOTED AS BEING IN BRISTOL COUNTY, RHODE
 LW2216'ISLAND.  THIS IS EVIDENTLY A TYPOGRAPHICAL
 LW2216'ERROR.  QUESTION--SHOULD IT BE BRISTOL COUNTY, MASSACHUSETTS OR
 LW2216'NEWPORT COUNTY, RHODE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2184 ***********************************************************************
 LW2184  DESIGNATION -  CHASE ESTATE GRAY TOWER
 LW2184  PID         -  LW2184
 LW2184  STATE/COUNTY-  RI/NEWPORT
 LW2184  USGS QUAD   -  TIVERTON (1975)
 LW2184
 LW2184                         *CURRENT SURVEY CONTROL
 LW2184  ___________________________________________________________________
 LW2184* NAD 83(1996)-  41 36 40.65115(N)    071 12 31.26988(W)     ADJUSTED  
 LW2184* NAVD 88     -                                                        
 LW2184  ___________________________________________________________________
 LW2184  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 LW2184  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW2184
 LW2184  HORZ ORDER  -  THIRD
 LW2184
 LW2184.The horizontal coordinates were established by classical geodetic methods
 LW2184.and adjusted by the National Geodetic Survey in August 1998..
 LW2184
 LW2184
 LW2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2184
 LW2184.The geoid height was determined by GEOID03.
 LW2184
 LW2184;                    North         East     Units Scale Factor Converg.
 LW2184;SPC RI       -    58,676.046   124,281.768   MT  1.00000100   +0 11 36.4
 LW2184;SPC RI       -   192,506.33    407,747.77   sFT  1.00000100   +0 11 36.4
 LW2184;SPC MA M     -   817,937.568   224,282.275   MT  1.00001709   +0 11 44.5
 LW2184;SPC MA M     - 2,683,516.84    735,832.76   sFT  1.00001709   +0 11 44.5
 LW2184;UTM  19      - 4,608,976.057   315,967.426   MT  1.00001680   -1 28 01.7
 LW2184
 LW2184                          SUPERSEDED SURVEY CONTROL
 LW2184
 LW2184  NAD 83(1996)-  41 36 40.65101(N)    071 12 31.26980(W) AD(       ) 4
 LW2184  NAD 83(1992)-  41 36 40.64944(N)    071 12 31.26896(W) AD(       ) 4
 LW2184  NAD 83(1992)-  41 36 40.64889(N)    071 12 31.26862(W) AD(       ) 4
 LW2184  NAD 83(1986)-  41 36 40.64927(N)    071 12 31.26696(W) AD(       ) 4
 LW2184  NAD 27      -  41 36 40.27400(N)    071 12 33.10500(W) AD(       ) 3
 LW2184
 LW2184.Superseded values are not recommended for survey control.
 LW2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2184.See file dsdata.txt to determine how the superseded data were derived.
 LW2184
 LW2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1596708976(NAD 83)
 LW2184
 LW2184  HISTORY     - Date     Condition        Report By
 LW2184  HISTORY     - UNK      MONUMENTED
 LW2184  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2184  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2184
 LW2184                          STATION DESCRIPTION
 LW2184
 LW2184'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2184'STATION IS ON THE E SIDE OF THE SAKONNET RIVER, ABOUT 1 MILE S
 LW2184'OF STONE BRIDGE ON A PENINSULA LYING W OF NANNAQUAKET POND, IS A
 LW2184'WHITE TOWER WHICH IS AT THE APPROXIMATE GEOGRAPHIC POSITION GIVEN.
 LW2184'
 LW2184'IT IS ON THE ESTATE OF L.S. CHASE.  IT IS 8-SIDED AND
 LW2184'CLAPBOARDED.  THE CARETAKER SAYS THAT SO FAR AS HE KNOWS IT IS THE
 LW2184'SAME AND ONLY TOWER THAT THERE HAS EVER BEEN ON THE PLACE, AND
 LW2184'ALSO THAT HE DOES NOT RECALL THAT IT WAS EVER PAINTED GRAY.
 LW2184'
 LW2184'SOMEONE SHOULD CHECK UP ON THIS DURING THE SUMMER WHEN MR. CHASE
 LW2184'IS THERE.
 LW2184
 LW2184                          STATION RECOVERY (1954)
 LW2184
 LW2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2184'TOWER RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS
 LW2184'ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 LW2184'
 LW2184'THE ESTATE NOW BELONGS TO W.N. CHASE.  THE TOWER IS WHITE WITH A
 LW2184'GREEN ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2823 ***********************************************************************
 LW2823  DESIGNATION -  CHEATHAMS HOUSE NORTH GABLE
 LW2823  PID         -  LW2823
 LW2823  STATE/COUNTY-  RI/NEWPORT
 LW2823  USGS QUAD   -  SAKONNET POINT (1970)
 LW2823
 LW2823                         *CURRENT SURVEY CONTROL
 LW2823  ___________________________________________________________________
 LW2823* NAD 83(1996)-  41 29 48.22812(N)    071 11 47.65552(W)     ADJUSTED  
 LW2823* NAVD 88     -                                                        
 LW2823  ___________________________________________________________________
 LW2823  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW2823  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW2823
 LW2823  HORZ ORDER  -  THIRD
 LW2823
 LW2823.The horizontal coordinates were established by classical geodetic methods
 LW2823.and adjusted by the National Geodetic Survey in August 1998..
 LW2823
 LW2823
 LW2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2823
 LW2823.The geoid height was determined by GEOID03.
 LW2823
 LW2823;                    North         East     Units Scale Factor Converg.
 LW2823;SPC RI       -    45,955.803   125,336.292   MT  1.00000165   +0 12 03.8
 LW2823;SPC RI       -   150,773.33    411,207.48   sFT  1.00000165   +0 12 03.8
 LW2823;UTM  19      - 4,596,230.442   316,653.315   MT  1.00001371   -1 27 20.9
 LW2823
 LW2823                          SUPERSEDED SURVEY CONTROL
 LW2823
 LW2823  NAD 83(1996)-  41 29 48.22808(N)    071 11 47.65514(W) AD(       ) 4
 LW2823  NAD 83(1992)-  41 29 48.22624(N)    071 11 47.65485(W) AD(       ) 4
 LW2823  NAD 83(1992)-  41 29 48.22608(N)    071 11 47.65459(W) AD(       ) 4
 LW2823  NAD 83(1986)-  41 29 48.22660(N)    071 11 47.65282(W) AD(       ) 4
 LW2823  NAD 27      -  41 29 47.85700(N)    071 11 49.48300(W) AD(       ) 3
 LW2823
 LW2823.Superseded values are not recommended for survey control.
 LW2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2823.See file dsdata.txt to determine how the superseded data were derived.
 LW2823
 LW2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1665396230(NAD 83)
 LW2823_MARKER: 81 = GABLE
 LW2823
 LW2823  HISTORY     - Date     Condition        Report By
 LW2823  HISTORY     - 1917     FIRST OBSERVED   CGS
 LW2823  HISTORY     - 1934     GOOD             CGS
 LW2823  HISTORY     - 1935     GOOD             RIGS
 LW2823  HISTORY     - 1962     GOOD             CGS
 LW2823
 LW2823                          STATION DESCRIPTION
 LW2823
 LW2823'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2823'THIS STATION RECOVERED, AND IS 1 MILE W OF THE TOWN OF LITTLE
 LW2823'COMPTON ON THE S SIDE OF TAYLORS LANE HALF-WAY TO THE BEACH, THE
 LW2823'ONLY PROMINENT HOUSE WITH A N GABLE, BUILT IN 1917 BY P. SHETHAR.
 LW2823'THIS IS UNDOUBTEDLY THE STATION AS THE HOME CHEATHAM IS UNKNOWN
 LW2823'AND SHETHAR IS PRONOUNCED CHEATHAR.  THIS HOUSE IS ONE OF SEVERAL
 LW2823'IN THE VICINITY.
 LW2823'
 LW2823'THE DRIVEWAY IS ON THE W SIDE OF THE SMALL ONE-STORY BUILDING,
 LW2823'WHICH HAS A SMALL GLASSED-IN PORCH ON THE S SIDE.
 LW2823
 LW2823                          STATION RECOVERY (1935)
 LW2823
 LW2823'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2823'THE CORRECT SPELLING OF THE NAME IS SHETHAR.
 LW2823'
 LW2823'MRS. SHETHAR STATES THAT HER 1 1/2-STORY SHINGLED BUNGALOW WAS
 LW2823'BUILT IN 1917, AND WAS ONE OF THE FIRST ONES BUILT IN THAT
 LW2823'SECTION.  THERE ARE NOW SEVERAL LARGER HOUSES SO THAT THIS SMALL
 LW2823'ONE DOES NOT STAND OUT.
 LW2823'
 LW2823'IT IS ON THE S SIDE OF TAYLORS LANE ABOUT 1/2 MILE E OF SAKONNET
 LW2823'POINT ROAD, THE UN-NUMBERED ROAD LEADING S FROM TIVERTON FOUR
 LW2823'CORNERS TO SAKONNET POINT.
 LW2823'
 LW2823'IT IS ON THE E SIDE OF THE SAKONNET RIVER ABOUT 3 MILES N OF
 LW2823'SAKONNET POINT AND ABOUT 1/4 MILE E OF THE SHORE OF THE RIVER.
 LW2823
 LW2823                          STATION RECOVERY (1962)
 LW2823
 LW2823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW2823'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1321 ***********************************************************************
 LW1321  DESIGNATION -  CHEPACHET
 LW1321  PID         -  LW1321
 LW1321  STATE/COUNTY-  RI/PROVIDENCE
 LW1321  USGS QUAD   -  CHEPACHET (1975)
 LW1321
 LW1321                         *CURRENT SURVEY CONTROL
 LW1321  ___________________________________________________________________
 LW1321* NAD 83(1996)-  41 54 28.42378(N)    071 39 51.34525(W)     ADJUSTED  
 LW1321* NAVD 88     -       147.556  (meters)     484.11   (feet)  ADJUSTED  
 LW1321  ___________________________________________________________________
 LW1321  X           -   1,495,511.847 (meters)                     COMP
 LW1321  Y           -  -4,512,566.556 (meters)                     COMP
 LW1321  Z           -   4,238,074.550 (meters)                     COMP
 LW1321  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 LW1321  ELLIP HEIGHT-         117.95  (meters)          (06/13/02) GPS OBS
 LW1321  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1321  DYNAMIC HT  -         147.506 (meters)     483.94  (feet)  COMP
 LW1321  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW1321
 LW1321  HORZ ORDER  -  FIRST
 LW1321  VERT ORDER  -  SECOND    CLASS 0
 LW1321  ELLP ORDER  -  FOURTH    CLASS II
 LW1321
 LW1321.The horizontal coordinates were established by classical geodetic methods
 LW1321.and adjusted by the National Geodetic Survey in August 1998..
 LW1321
 LW1321.The orthometric height was determined by differential leveling
 LW1321.and adjusted by the National Geodetic Survey in June 1991..
 LW1321
 LW1321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW1321
 LW1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1321
 LW1321.The ellipsoidal height was determined by GPS observations
 LW1321.and is referenced to NAD 83.
 LW1321
 LW1321.The geoid height was determined by GEOID03.
 LW1321
 LW1321.The dynamic height is computed by dividing the NAVD 88
 LW1321.geopotential number by the normal gravity value computed on the
 LW1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1321.degrees latitude (g = 980.6199 gals.).
 LW1321
 LW1321.The modeled gravity was interpolated from observed gravity values.
 LW1321
 LW1321;                    North         East     Units Scale Factor Converg.
 LW1321;SPC RI       -    91,591.238    86,371.196   MT  0.99999603   -0 06 35.0
 LW1321;SPC RI       -   300,495.59    283,369.50   sFT  0.99999603   -0 06 35.0
 LW1321;UTM  19      - 4,642,982.995   279,025.492   MT  1.00020090   -1 46 49.0
 LW1321
 LW1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1321!SPC RI       -   0.99998150  x   0.99999603  =   0.99997753
 LW1321!UTM  19      -   0.99998150  x   1.00020090  =   1.00018240
 LW1321
 LW1321:                Primary Azimuth Mark                     Grid Az
 LW1321:SPC RI       -  GL 008                                   111 03 48.0
 LW1321:UTM  19      -  GL 008                                   112 44 02.0
 LW1321
 LW1321|---------------------------------------------------------------------|
 LW1321| PID    Reference Object                     Distance      Geod. Az  |
 LW1321|                                                           dddmmss.s |
 LW1321| LW1873 GL 008                              APPROX. 0.7 KM 1105713.0 |
 LW1321| LW1323 CHEPACHET AZ MK                                    1110410.2 |
 LW1321| LW1320 CHEPACHET RM 1                       23.488 METERS 19248     |
 LW1321| LW1872 GL 007                              257.441 METERS 26033     |
 LW1321| LW1322 CHEPACHET RM 2                       26.463 METERS 30213     |
 LW1321| LW3512 CHEPACHET GLOCESTER YARN TK         APPROX. 0.8 KM 3270616.6 |
 LW1321|---------------------------------------------------------------------|
 LW1321
 LW1321                          SUPERSEDED SURVEY CONTROL
 LW1321
 LW1321  ELLIP H (08/17/98)  117.97   (m)                       GP(       ) 4 1
 LW1321  NAD 83(1996)-  41 54 28.42345(N)    071 39 51.34495(W) AD(       ) 1
 LW1321  NAD 83(1992)-  41 54 28.42267(N)    071 39 51.34438(W) AD(       ) 1
 LW1321  ELLIP H (01/17/96)  117.93   (m)                       GP(       ) 4 2
 LW1321  NAD 83(1992)-  41 54 28.42257(N)    071 39 51.34454(W) AD(       ) 1
 LW1321  NAD 83(1986)-  41 54 28.42322(N)    071 39 51.34423(W) AD(       ) 1
 LW1321  NAD 27      -  41 54 28.06685(N)    071 39 53.10656(W) AD(       ) 1
 LW1321  NGVD 29 (??/??/92)  147.802  (m)          484.91   (f) ADJ UNCH    2 0
 LW1321
 LW1321.Superseded values are not recommended for survey control.
 LW1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1321.See file dsdata.txt to determine how the superseded data were derived.
 LW1321
 LW1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7902542983(NAD 83)
 LW1321_MARKER: DS = TRIANGULATION STATION DISK
 LW1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1321_SP_SET: CONCRETE POST
 LW1321_STAMPING: CHEPACHET 1968
 LW1321_MARK LOGO: CGS   
 LW1321_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1321+STABILITY: SURFACE MOTION
 LW1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1321+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1989
 LW1321
 LW1321  HISTORY     - Date     Condition        Report By
 LW1321  HISTORY     - 1968     MONUMENTED       CGS
 LW1321  HISTORY     - 1969     GOOD             NGS
 LW1321  HISTORY     - 1979     GOOD             NGS
 LW1321  HISTORY     - 1985     GOOD             RIGS
 LW1321  HISTORY     - 1986     GOOD             RIGS
 LW1321  HISTORY     - 1987     GOOD             USPSQD
 LW1321  HISTORY     - 19890403 GOOD             RIGS
 LW1321  HISTORY     - 19900524 GOOD             USPSQD
 LW1321
 LW1321                          STATION DESCRIPTION
 LW1321
 LW1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1321'THE STATION IS LOCATED IN THE CHEPACHET CEMETERY ABOUT 1 MILE
 LW1321'SOUTHEAST OF CHEPACHET AND ON PROPERTY OF THE TOWN.
 LW1321'
 LW1321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LW1321'STATE HIGHWAY 102 AT THE EAST EDGE OF CHEPACHET, GO EAST ON
 LW1321'U.S. HIGHWAY 44 FOR 0.15 TO THE EAST ENTRANCE TO THE CHEPACHET
 LW1321'CEMETERY.  TURN LEFT AND GO NORTH ON THE CEMETERY ROAD FOR ABOUT
 LW1321'150 FEET TO THE STATION ON THE RIGHT.
 LW1321'
 LW1321'STATION IS A STANDARD DISK STAMPED CHEPACHET 1968, SET IN THE
 LW1321'TOP OF A ROUND CONCRETE MONUMENT WHICH IS 2 INCHES BELOW THE
 LW1321'GROUND SURFACE.  IT IS 114 FEET NORTH OF AN IRON FENCE, 97.5
 LW1321'FEET EAST OF THE CEMETERY ROAD, 58.5 FEET SOUTHEAST OF THE
 LW1321'SOUTHEAST CORNER OF A WHITE FRAME BUILDING AND 48 FEET NORTHEAST
 LW1321'OF A POWER POLE.
 LW1321'
 LW1321'R.M. 1, A STANDARD DISK STAMPED CHEPACHET NO 1 1968, CEMENTED
 LW1321'IN A DRILL HOLE IN A 4 X 3 FOOT BOULDER WHICH PROJECTS 1 FOOT
 LW1321'ABOVE THE GROUND.  IT IS 56 FEET SOUTHEAST OF THE POWER POLE AND
 LW1321'37 FEET NORTH OF THE IRON FENCE.
 LW1321'
 LW1321'R.M. 2, A STANDARD DISK STAMPED CHEPACHET NO 2 1968, IS SET IN
 LW1321'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 2 INCHES BELOW THE
 LW1321'GROUND SURFACE.  IT IS 37 FEET WEST OF A 30-INCH MAPLE TREE, 32
 LW1321'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WHITE BUILDING
 LW1321'AND 11 FEET EAST OF THE ROAD.
 LW1321'
 LW1321'AZ MK, A STANDARD DISK STAMPED CHEPACHET 1968, CEMENTED IN A
 LW1321'DRILL HOLE IN A CONCRETE RETAINING WALL WHICH IS 3 FEET HIGH.  IT
 LW1321'IS 59 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 44, 35 FEET
 LW1321'WEST OF A SIDEWALK LEADING TO THE TWO STORY HOUSE, 32 FEET
 LW1321'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 5 FEET EAST
 LW1321'OF THE WEST END OF THE WALL.
 LW1321'
 LW1321'TO REACH THE AZ MK FROM THE STATION, GO SOUTH ON THE CEMETERY
 LW1321'ROAD FOR 150 FEET TO U.S. HIGHWAY 44.  TURN LEFT AND GO EAST ON
 LW1321'HIGHWAY 44 FOR 0.35 MILE TO THE MARK ON THE LEFT IN THE YARD OF
 LW1321'A TWO STORY YELLOW HOUSE.
 LW1321'
 LW1321'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LW1321
 LW1321                          STATION RECOVERY (1969)
 LW1321
 LW1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1321'AT CHEPACHET.
 LW1321'AT CHEPACHET, ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 44 FROM
 LW1321'THE SOUTH JUNCTION OF STATE HIGHWAY 102, IN THE CHEPACHET CEMETERY,
 LW1321'138 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 98 FEET
 LW1321'EAST OF THE CENTER LINE OF THE EAST ONE OF TWO BLACK TOP DRIVEWAY
 LW1321'LEADING NORTH INTO THE CEMETERY, 58.4 FEET SOUTHEAST OF THE
 LW1321'SOUTHEAST CORNER OF A ONE STORY WHITE FRAME BUILDING, 48 1/2
 LW1321'FEET NORTHEAST OF A POWER LINE POLE, ABOUT LEVEL WITH THE
 LW1321'DRIVEWAY AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW
 LW1321'THE LEVEL OF THE GROUND.
 LW1321
 LW1321                          STATION RECOVERY (1979)
 LW1321
 LW1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW1321'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LW1321'RECOVERED IN GOOD CONDITION.  THE WALL THE AZIMUTH MARK IS SET IN MAY
 LW1321'BE TILTED SLIGHTLY.  THE 1968 DESCRIPTION IS ADEQUATE FOR RECOVERING
 LW1321'THE STATION.
 LW1321
 LW1321                          STATION RECOVERY (1985)
 LW1321
 LW1321'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW1321'THE STATION WAS RECOVERED AT THIS DATE.
 LW1321'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION AS
 LW1321'DESCRIBED.  THE WALL SUPPORTING THE AZIMUTH WAS FOUND TO BE
 LW1321'DETERIORATING.  A NEW AZIMUTH GL 008 WAS ESTABLISHED AT THIS TIME.
 LW1321'A DESCRIPTION OF THE NEW AZIMUTH FOLLOWS.
 LW1321'
 LW1321'AZIMUTH MARK NO. 2 IS A STANDARD RIGS DISK
 LW1321'STAMPED---GL 008 1986---,
 LW1321'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1321'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1321'12.95 METERS (42.5 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF A
 LW1321'PAVED PARKING LOT,
 LW1321'9.5 METERS (31.0 FT) NORTHEAST FROM THE CENTERLINE OF HIGHWAY 44,
 LW1321'7.6 METERS (25.0 FT) NORTH-NORTHWEST FROM A CGS BENCH MARK K 33,
 LW1321'1.0 METERS (3.4 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1321'TO REACH THE AZIMUTH FROM THE STATION,
 LW1321'GO EAST FOR 0.6 KM (0.35 MI) ON HIGHWAY 44 TO THE STATION MARK ON
 LW1321'THE LEFT, JUST OUTSIDE THE WEST SIDE OF A HISTORICAL CEMETERY.
 LW1321
 LW1321                          STATION RECOVERY (1986)
 LW1321
 LW1321'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1321'RECOVERED IN GOOD CONDITION.
 LW1321
 LW1321                          STATION RECOVERY (1987)
 LW1321
 LW1321'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1321'RECOVERED IN GOOD CONDITION.
 LW1321
 LW1321                          STATION RECOVERY (1989)
 LW1321
 LW1321'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1321'RECOVERED IN GOOD CONDITION.
 LW1321
 LW1321                          STATION RECOVERY (1990)
 LW1321
 LW1321'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4070 ***********************************************************************
 AJ4070  CBN         -  This is a Cooperative Base Network Control Station.
 AJ4070  DESIGNATION -  CHEPACHET ECC
 AJ4070  PID         -  AJ4070
 AJ4070  STATE/COUNTY-  RI/PROVIDENCE
 AJ4070  USGS QUAD   -  CHEPACHET (1975)
 AJ4070
 AJ4070                         *CURRENT SURVEY CONTROL
 AJ4070  ___________________________________________________________________
 AJ4070* NAD 83(1996)-  41 54 28.86123(N)    071 39 50.99624(W)     ADJUSTED  
 AJ4070* NAVD 88     -       150.5    (meters)     494.     (feet)  GPS OBS   
 AJ4070  ___________________________________________________________________
 AJ4070  X           -   1,495,517.344 (meters)                     COMP
 AJ4070  Y           -  -4,512,557.574 (meters)                     COMP
 AJ4070  Z           -   4,238,086.585 (meters)                     COMP
 AJ4070  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AJ4070  ELLIP HEIGHT-         120.93  (meters)          (06/22/01) GPS OBS
 AJ4070  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 AJ4070
 AJ4070  HORZ ORDER  -  A
 AJ4070  ELLP ORDER  -  FOURTH    CLASS I
 AJ4070
 AJ4070.The horizontal coordinates were established by GPS observations
 AJ4070.and adjusted by the National Geodetic Survey in June 2001..
 AJ4070
 AJ4070.The orthometric height was determined by GPS observations and a
 AJ4070.high-resolution geoid model.
 AJ4070
 AJ4070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4070
 AJ4070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4070
 AJ4070.The ellipsoidal height was determined by GPS observations
 AJ4070.and is referenced to NAD 83.
 AJ4070
 AJ4070.The geoid height was determined by GEOID03.
 AJ4070
 AJ4070;                    North         East     Units Scale Factor Converg.
 AJ4070;SPC RI       -    91,604.719    86,379.266   MT  0.99999603   -0 06 34.7
 AJ4070;SPC RI       -   300,539.82    283,395.98   sFT  0.99999603   -0 06 34.7
 AJ4070;UTM  19      - 4,642,996.238   279,033.953   MT  1.00020085   -1 46 48.8
 AJ4070
 AJ4070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4070!SPC RI       -   0.99998103  x   0.99999603  =   0.99997706
 AJ4070!UTM  19      -   0.99998103  x   1.00020085  =   1.00018188
 AJ4070
 AJ4070                          SUPERSEDED SURVEY CONTROL
 AJ4070
 AJ4070.No superseded survey control is available for this station.
 AJ4070
 AJ4070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7903442996(NAD 83)
 AJ4070_MARKER: DD = SURVEY DISK
 AJ4070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4070_STAMPING: CHEPACHET 1988 ECC
 AJ4070_MARK LOGO: RIGS  
 AJ4070_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4070+STABILITY: SURFACE MOTION
 AJ4070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4070+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 AJ4070
 AJ4070  HISTORY     - Date     Condition        Report By
 AJ4070  HISTORY     - 1988     MONUMENTED       RIGS
 AJ4070  HISTORY     - 20050410 GOOD             CTGS
 AJ4070
 AJ4070                          STATION DESCRIPTION
 AJ4070
 AJ4070'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988 (GEC)
 AJ4070'THE STATION IS LOCATED IN GLOCESTER ABOUT 9.0 MI (14.5 KM)
 AJ4070'NORTH-NORTHEAST OF FOSTER CENTER, 6.25 MI (10.06 KM) NORTHWEST OF
 AJ4070'GREENVILLE CENTER AND 0.63 MI (1.01 KM) SOUTHEAST OF CHEPACHET
 AJ4070'CENTER ON THE GROUNDS OF THE CHEPACHET CEMETERY.
 AJ4070'POC---CHEPACHET CEMETERY ASSOCIATION, 1049 PUTNAM PIKE, PHONE
 AJ4070'401-568-5860.  TO REACH THE STATION FROM THE INTERSECTION OF US
 AJ4070'HIGHWAY 44 AND STATE HIGHWAY 102 GO EAST ON US HIGHWAY 44 FOR 0.1
 AJ4070'MI (0.2 KM) TO THE SECOND ENTRANCE FOR CHEPACHET ON THE LEFT.
 AJ4070'TURN LEFT AND GO NORTH ALONG THE ENTRANCE ROAD FOR 78.8 M (258.5
 AJ4070'FT) TO AN INTERSECTION.  TURN RIGHT AND GO EAST FOR 21.2 M (69.6 FT)
 AJ4070'TO
 AJ4070'THE ROSS FAMILY MONUMENT AND THE STATION ON THE RIGHT.  IT IS A
 AJ4070'STANDARD RIGS DISK SET IN THE TOP OF A 30 CM DIAMETER CONCRETE
 AJ4070'POST LOCATED 36 M (118.1 FT) NORTHEAST FROM CHEPACHET RM 2, 19 M
 AJ4070'(62.3 FT) SOUTH OF THE ROAD CENTERLINE, 17.6 M (57.7 FT) SOUTHEAST
 AJ4070'FROM THE NORTHEAST CORNER OF A TWO-BAY GARAGE AND 15.75 M (51.67
 AJ4070'FT) NORTH-NORTHEAST FROM STATION CHEPACHET AT THE TOP OF A
 AJ4070'SLOPE.  DESCRIBED BY TOM TAIT.
 AJ4070'
 AJ4070
 AJ4070                          STATION RECOVERY (2005)
 AJ4070
 AJ4070'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 AJ4070'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1874 ***********************************************************************
 LW1874  DESIGNATION -  CHEPACHET FREEWILL BAP CH SP
 LW1874  PID         -  LW1874
 LW1874  STATE/COUNTY-  RI/PROVIDENCE
 LW1874  USGS QUAD   -  CHEPACHET (1975)
 LW1874
 LW1874                         *CURRENT SURVEY CONTROL
 LW1874  ___________________________________________________________________
 LW1874* NAD 83(1996)-  41 54 57.01064(N)    071 40 21.90091(W)     ADJUSTED  
 LW1874* NAVD 88     -                                                        
 LW1874  ___________________________________________________________________
 LW1874  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 LW1874  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1874
 LW1874  HORZ ORDER  -  THIRD
 LW1874
 LW1874.The horizontal coordinates were established by classical geodetic methods
 LW1874.and adjusted by the National Geodetic Survey in August 1998..
 LW1874
 LW1874
 LW1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1874
 LW1874.The geoid height was determined by GEOID03.
 LW1874
 LW1874;                    North         East     Units Scale Factor Converg.
 LW1874;SPC RI       -    92,474.613    85,668.753   MT  0.99999628   -0 06 55.5
 LW1874;SPC RI       -   303,393.79    281,064.90   sFT  0.99999628   -0 06 55.5
 LW1874;UTM  19      - 4,643,886.661   278,348.962   MT  1.00020458   -1 47 10.4
 LW1874
 LW1874                          SUPERSEDED SURVEY CONTROL
 LW1874
 LW1874  NAD 83(1996)-  41 54 57.01032(N)    071 40 21.90063(W) AD(       ) 4
 LW1874  NAD 83(1992)-  41 54 57.00954(N)    071 40 21.90004(W) AD(       ) 4
 LW1874  NAD 83(1992)-  41 54 57.00946(N)    071 40 21.90019(W) AD(       ) 4
 LW1874  NAD 83(1986)-  41 54 57.00996(N)    071 40 21.89989(W) AD(       ) 4
 LW1874
 LW1874.Superseded values are not recommended for survey control.
 LW1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1874.See file dsdata.txt to determine how the superseded data were derived.
 LW1874
 LW1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7834943887(NAD 83)
 LW1874_MARKER: 90 = CHURCH SPIRE
 LW1874
 LW1874  HISTORY     - Date     Condition        Report By
 LW1874  HISTORY     - 1986     FIRST OBSERVED   RIGS
 LW1874
 LW1874                          STATION DESCRIPTION
 LW1874
 LW1874'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW1874'THE STATION, FREEWILL BAPTIST CHURCH SPIRE, IS A BALL AT THE APEX
 LW1874'OF THE CHURCH SPIRE, LOCATED IN CHEPACHET VILLAGE.  THE STRUCTURE
 LW1874'IS BUILT OF WOOD AND PAINTED WHITE, WITH A GOLD COLORED WEATHER
 LW1874'VANE ATOP THE BALL.
 LW1874'IT IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTH OF HARRISVILLE CENTER,
 LW1874'5.1 KM (3.2 MI) SOUTH-SOUTHEAST OF PASCOAG CENTER, AND
 LW1874'0.08 KM (0.05 MI) WEST OF CHEPACHET CENTER.
 LW1874'OWNERSHIP--FREEWILL BAPTIST CHURCH.
 LW1874'
 LW1874'TO REACH THE STATION FROM CHEPACHET CENTER AT THE NORTHERLY
 LW1874'DIVERGENCE OF U.S. HIGHWAY 44 WEST AND STATE HIGHWAY 102 NORTH, GO
 LW1874'WEST FOR 0.08 KM (0.05 MI) ON U.S. 44 TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3512 ***********************************************************************
 LW3512  DESIGNATION -  CHEPACHET GLOCESTER YARN TK
 LW3512  PID         -  LW3512
 LW3512  STATE/COUNTY-  RI/PROVIDENCE
 LW3512  USGS QUAD   -  CHEPACHET (1975)
 LW3512
 LW3512                         *CURRENT SURVEY CONTROL
 LW3512  ___________________________________________________________________
 LW3512* NAD 83(1996)-  41 54 49.73646(N)    071 40 09.80168(W)     ADJUSTED  
 LW3512* NAVD 88     -                                                        
 LW3512  ___________________________________________________________________
 LW3512  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 LW3512  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW3512
 LW3512  HORZ ORDER  -  THIRD
 LW3512
 LW3512.The horizontal coordinates were established by classical geodetic methods
 LW3512.and adjusted by the National Geodetic Survey in August 1998..
 LW3512
 LW3512
 LW3512.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3512
 LW3512.The geoid height was determined by GEOID03.
 LW3512
 LW3512;                    North         East     Units Scale Factor Converg.
 LW3512;SPC RI       -    92,249.626    85,947.127   MT  0.99999618   -0 06 47.4
 LW3512;SPC RI       -   302,655.65    281,978.20   sFT  0.99999618   -0 06 47.4
 LW3512;UTM  19      - 4,643,653.605   278,620.715   MT  1.00020310   -1 47 02.1
 LW3512
 LW3512                          SUPERSEDED SURVEY CONTROL
 LW3512
 LW3512  NAD 83(1996)-  41 54 49.73614(N)    071 40 09.80140(W) AD(       ) 4
 LW3512  NAD 83(1992)-  41 54 49.73536(N)    071 40 09.80078(W) AD(       ) 4
 LW3512  NAD 83(1992)-  41 54 49.73527(N)    071 40 09.80093(W) AD(       ) 4
 LW3512  NAD 83(1986)-  41 54 49.73575(N)    071 40 09.80035(W) AD(       ) 4
 LW3512  NAD 27      -  41 54 49.37832(N)    071 40 11.55713(W) AD(       ) 3
 LW3512
 LW3512.Superseded values are not recommended for survey control.
 LW3512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3512.See file dsdata.txt to determine how the superseded data were derived.
 LW3512
 LW3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7862143654(NAD 83)
 LW3512_MARKER: 51 = TANK
 LW3512_SETTING: 0 = UNSPECIFIED SETTING
 LW3512
 LW3512  HISTORY     - Date     Condition        Report By
 LW3512  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3512  HISTORY     - 1986     POOR             RIGS
 LW3512  HISTORY     - 1988     POOR             USPSQD
 LW3512
 LW3512                          STATION DESCRIPTION
 LW3512
 LW3512'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3512'THE STATION, CHEPACHET GLOCESTER YARN COMPANY WATER TANK, IS
 LW3512'THE TOP CENTER OF THE CYLINDRICAL TANK WHICH IS SUPPORTED BY 4
 LW3512'STEEL LEGS AND IS ABOUT 90 FEET IN HEIGHT.
 LW3512'
 LW3512'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LW3512'STATE HIGHWAYS 100 AND 102 IN THE CENTER OF CHEPACHET, GO SOUTH
 LW3512'ON U.S. HIGHWAY 44 AND STATE HIGHWAY 102 FOR 0.15 MILE TO THE
 LW3512'STATION ON THE LEFT.
 LW3512'
 LW3512'PAINTED ON THE SOUTH SIDE OF THE TANK ARE THE WORDS GLOCESTER
 LW3512'YARN INC., AND THE TANK IS PAINTED SILVER.
 LW3512
 LW3512                          STATION RECOVERY (1986)
 LW3512
 LW3512'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW3512'THE STATION WAS RECOVERED AT THIS DATE.
 LW3512'THE TANK, ALTHOUGH STILL STANDING, IS IN POOR CONDITION.  THE TOP OF
 LW3512'THE TANK APPEARS TO BE SO DAMAGED THAT THERE IS NO CENTRAL POINT TO
 LW3512'SIGHT ON.
 LW3512
 LW3512                          STATION RECOVERY (1988)
 LW3512
 LW3512'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW3512'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1320 ***********************************************************************
 LW1320  DESIGNATION -  CHEPACHET RM 1
 LW1320  PID         -  LW1320
 LW1320  STATE/COUNTY-  RI/PROVIDENCE
 LW1320  USGS QUAD   -  CHEPACHET (1975)
 LW1320
 LW1320                         *CURRENT SURVEY CONTROL
 LW1320  ___________________________________________________________________
 LW1320* NAD 83(1986)-  41 54 28.     (N)    071 39 51.     (W)     SCALED    
 LW1320* NAVD 88     -       146.291  (meters)     479.96   (feet)  ADJUSTED  
 LW1320  ___________________________________________________________________
 LW1320  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1320  DYNAMIC HT  -         146.241 (meters)     479.79  (feet)  COMP
 LW1320  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW1320
 LW1320  VERT ORDER  -  SECOND    CLASS 0
 LW1320
 LW1320.The horizontal coordinates were scaled from a topographic map and have
 LW1320.an estimated accuracy of +/- 6 seconds.
 LW1320
 LW1320.The orthometric height was determined by differential leveling
 LW1320.and adjusted by the National Geodetic Survey in June 1991..
 LW1320
 LW1320.The geoid height was determined by GEOID03.
 LW1320
 LW1320.The dynamic height is computed by dividing the NAVD 88
 LW1320.geopotential number by the normal gravity value computed on the
 LW1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1320.degrees latitude (g = 980.6199 gals.).
 LW1320
 LW1320.The modeled gravity was interpolated from observed gravity values.
 LW1320
 LW1320;                    North         East    Units  Estimated Accuracy
 LW1320;SPC RI       -    91,580.       86,380.      MT  (+/- 180 meters Scaled)
 LW1320
 LW1320                          SUPERSEDED SURVEY CONTROL
 LW1320
 LW1320  NGVD 29 (??/??/92)  146.536  (m)          480.76   (f) ADJ UNCH    2 0
 LW1320
 LW1320.Superseded values are not recommended for survey control.
 LW1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1320.See file dsdata.txt to determine how the superseded data were derived.
 LW1320
 LW1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG790429(NAD 83)
 LW1320_MARKER: DR = REFERENCE MARK DISK
 LW1320_SETTING: 80 = SET IN A BOULDER
 LW1320_SP_SET: BOULDER
 LW1320_STAMPING: CHEPACHET NO 1 1968
 LW1320_MARK LOGO: CGS   
 LW1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1320+STABILITY: SURFACE MOTION
 LW1320
 LW1320  HISTORY     - Date     Condition        Report By
 LW1320  HISTORY     - 1968     MONUMENTED       CGS
 LW1320  HISTORY     - 1969     GOOD             NGS
 LW1320  HISTORY     - 1986     GOOD             RIGS
 LW1320  HISTORY     - 1987     GOOD             USPSQD
 LW1320
 LW1320                          STATION DESCRIPTION
 LW1320
 LW1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1320'AT CHEPACHET.
 LW1320'AT CHEPACHET, ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 44 FROM
 LW1320'THE SOUTH JUNCTION OF STATE HIGHWAY 102, AT THE CHEPACHET
 LW1320'CEMETERY, SET IN THE TOP OF A ROCK WHICH IS ABOUT 6 FEET LONG-2 1/2
 LW1320'FEET WIDE AND PROJECTS 1 1/2 FEET ABOVE THE GROUND, 77.1 FEET
 LW1320'SOUTHWEST OF THE STATION MARK DESCRIBED, 113 FEET EAST OF THE
 LW1320'CENTER LINE OF THE EAST ONE OF TWO DRIVEWAYS THROUGH THE CEMETERY,
 LW1320'61 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 37.3 FEET NORTH
 LW1320'OF THE CEMETERY FENCE AND ABOUT LEVEL WITH THE DRIVEWAY.
 LW1320
 LW1320                          STATION RECOVERY (1986)
 LW1320
 LW1320'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1320'RECOVERED IN GOOD CONDITION.
 LW1320
 LW1320                          STATION RECOVERY (1987)
 LW1320
 LW1320'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1322 ***********************************************************************
 LW1322  DESIGNATION -  CHEPACHET RM 2
 LW1322  PID         -  LW1322
 LW1322  STATE/COUNTY-  RI/PROVIDENCE
 LW1322  USGS QUAD   -  CHEPACHET (1975)
 LW1322
 LW1322                         *CURRENT SURVEY CONTROL
 LW1322  ___________________________________________________________________
 LW1322* NAD 83(1986)-  41 54 28.     (N)    071 39 51.     (W)     SCALED    
 LW1322* NAVD 88     -       147.574  (meters)     484.17   (feet)  ADJUSTED  
 LW1322  ___________________________________________________________________
 LW1322  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1322  DYNAMIC HT  -         147.523 (meters)     484.00  (feet)  COMP
 LW1322  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW1322
 LW1322  VERT ORDER  -  SECOND    CLASS 0
 LW1322
 LW1322.The horizontal coordinates were scaled from a topographic map and have
 LW1322.an estimated accuracy of +/- 6 seconds.
 LW1322
 LW1322.The orthometric height was determined by differential leveling
 LW1322.and adjusted by the National Geodetic Survey in June 1991..
 LW1322
 LW1322.The geoid height was determined by GEOID03.
 LW1322
 LW1322.The dynamic height is computed by dividing the NAVD 88
 LW1322.geopotential number by the normal gravity value computed on the
 LW1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1322.degrees latitude (g = 980.6199 gals.).
 LW1322
 LW1322.The modeled gravity was interpolated from observed gravity values.
 LW1322
 LW1322;                    North         East    Units  Estimated Accuracy
 LW1322;SPC RI       -    91,580.       86,380.      MT  (+/- 180 meters Scaled)
 LW1322
 LW1322                          SUPERSEDED SURVEY CONTROL
 LW1322
 LW1322  NGVD 29 (??/??/92)  147.819  (m)          484.97   (f) ADJ UNCH    2 0
 LW1322
 LW1322.Superseded values are not recommended for survey control.
 LW1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1322.See file dsdata.txt to determine how the superseded data were derived.
 LW1322
 LW1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG790429(NAD 83)
 LW1322_MARKER: DR = REFERENCE MARK DISK
 LW1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1322_SP_SET: CONCRETE POST
 LW1322_STAMPING: CHEPACHET NO 2 1968
 LW1322_MARK LOGO: CGS   
 LW1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1322+STABILITY: SURFACE MOTION
 LW1322
 LW1322  HISTORY     - Date     Condition        Report By
 LW1322  HISTORY     - 1968     MONUMENTED       CGS
 LW1322  HISTORY     - 1969     GOOD             NGS
 LW1322  HISTORY     - 1986     GOOD             RIGS
 LW1322  HISTORY     - 1987     GOOD             USPSQD
 LW1322  HISTORY     - 1988     GOOD             USPSQD
 LW1322  HISTORY     - 19981206 GOOD             USPSQD
 LW1322
 LW1322                          STATION DESCRIPTION
 LW1322
 LW1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1322'AT CHEPACHET.
 LW1322'AT CHEPACHET, ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 44 FROM THE
 LW1322'SOUTH JUNCTION OF STATE HIGHWAY 102, IN THE CHEPACHET CEMETERY,
 LW1322'86.8 FEET NORTHWEST OF THE STATION MARK DESCRIBED, 32.4 FEET
 LW1322'SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY FRAME BUILDING,
 LW1322'38 FEET NORTHWEST OF THE NORTH ONE OF A ROW OF (4) FOUR 30-INCH
 LW1322'MAPLE TREES, 11 FEET EAST OF THE CENTER LINE OF THE EAST ONE OF
 LW1322'TWO DRIVEWAYS THROUGH THE CEMETERY, ABOUT LEVEL WITH THE DRIVE
 LW1322'AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE LEVEL
 LW1322'OF THE GROUND.
 LW1322
 LW1322                          STATION RECOVERY (1986)
 LW1322
 LW1322'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1322'RECOVERED IN GOOD CONDITION.
 LW1322
 LW1322                          STATION RECOVERY (1987)
 LW1322
 LW1322'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1322'RECOVERED IN GOOD CONDITION.
 LW1322
 LW1322                          STATION RECOVERY (1988)
 LW1322
 LW1322'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1322'RECOVERED IN GOOD CONDITION.
 LW1322
 LW1322                          STATION RECOVERY (1998)
 LW1322
 LW1322'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2635 ***********************************************************************
 LW2635  DESIGNATION -  CHERRY
 LW2635  PID         -  LW2635
 LW2635  STATE/COUNTY-  RI/BRISTOL
 LW2635  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2635
 LW2635                         *CURRENT SURVEY CONTROL
 LW2635  ___________________________________________________________________
 LW2635* NAD 83(1996)-  41 46 27.93708(N)    071 19 01.52188(W)     ADJUSTED  
 LW2635* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 LW2635  ___________________________________________________________________
 LW2635  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 LW2635  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW2635
 LW2635  HORZ ORDER  -  THIRD
 LW2635
 LW2635.The horizontal coordinates were established by classical geodetic methods
 LW2635.and adjusted by the National Geodetic Survey in August 1998..
 LW2635
 LW2635.The orthometric height was scaled from a topographic map.
 LW2635
 LW2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2635
 LW2635.The geoid height was determined by GEOID03.
 LW2635
 LW2635;                    North         East     Units Scale Factor Converg.
 LW2635;SPC RI       -    76,770.077   115,207.592   MT  0.99999659   +0 07 18.7
 LW2635;SPC RI       -   251,869.83    377,976.91   sFT  0.99999659   +0 07 18.7
 LW2635;SPC MA M     -   836,031.444   215,207.552   MT  0.99999205   +0 07 22.3
 LW2635;SPC MA M     - 2,742,879.83    706,060.11   sFT  0.99999205   +0 07 22.3
 LW2635;UTM  19      - 4,627,326.543   307,421.942   MT  1.00005639   -1 32 38.8
 LW2635
 LW2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2635!SPC RI       -   1.00000357  x   0.99999659  =   1.00000016
 LW2635!SPC MA M     -   1.00000357  x   0.99999205  =   0.99999562
 LW2635!UTM  19      -   1.00000357  x   1.00005639  =   1.00005996
 LW2635
 LW2635|---------------------------------------------------------------------|
 LW2635| PID    Reference Object                     Distance      Geod. Az  |
 LW2635|                                                           dddmmss.s |
 LW2635| LW2658 CHERRY EAST BASE                    138.591 METERS 02505     |
 LW2635| LW2309 WARREN METHODIST CHURCH SPIRE       APPROX. 5.7 KM 1502709.2 |
 LW2635|---------------------------------------------------------------------|
 LW2635
 LW2635                          SUPERSEDED SURVEY CONTROL
 LW2635
 LW2635  NAD 83(1996)-  41 46 27.93706(N)    071 19 01.52190(W) AD(       ) 4
 LW2635  NAD 83(1992)-  41 46 27.93501(N)    071 19 01.52082(W) AD(       ) 4
 LW2635  NAD 83(1992)-  41 46 27.93496(N)    071 19 01.52085(W) AD(       ) 4
 LW2635  NAD 83(1986)-  41 46 27.93539(N)    071 19 01.51822(W) AD(       ) 4
 LW2635  NAD 27      -  41 46 27.57000(N)    071 19 03.35000(W) AD(       ) 3
 LW2635
 LW2635.Superseded values are not recommended for survey control.
 LW2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2635.See file dsdata.txt to determine how the superseded data were derived.
 LW2635
 LW2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0742227327(NAD 83)
 LW2635
 LW2635  HISTORY     - Date     Condition        Report By
 LW2635  HISTORY     - UNK      MONUMENTED
 LW2635  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2635
 LW2635                          STATION DESCRIPTION
 LW2635
 LW2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2635'STATION NOT RECOVERED.  THERE IS NO PREVIOUS DESCRIPTION OF THIS
 LW2635'STATION AND LOCAL RESIDENTS KNOW NOTHING OF ITS EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4035 ***********************************************************************
 AJ4035  FBN         -  This is a Federal Base Network Control Station.
 AJ4035  DESIGNATION -  CHETEYAN
 AJ4035  PID         -  AJ4035
 AJ4035  STATE/COUNTY-  RI/PROVIDENCE
 AJ4035  USGS QUAD   -  PAWTUCKET (1975)
 AJ4035
 AJ4035                         *CURRENT SURVEY CONTROL
 AJ4035  ___________________________________________________________________
 AJ4035* NAD 83(1996)-  41 56 07.66209(N)    071 28 42.32479(W)     ADJUSTED  
 AJ4035* NAVD 88     -       103.8    (meters)     341.     (feet)  GPS OBS   
 AJ4035  ___________________________________________________________________
 AJ4035  X           -   1,509,480.368 (meters)                     COMP
 AJ4035  Y           -  -4,505,721.740 (meters)                     COMP
 AJ4035  Z           -   4,240,323.720 (meters)                     COMP
 AJ4035  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 AJ4035  ELLIP HEIGHT-          74.48  (meters)          (06/22/01) GPS OBS
 AJ4035  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 AJ4035
 AJ4035  HORZ ORDER  -  A
 AJ4035  ELLP ORDER  -  FOURTH    CLASS I
 AJ4035
 AJ4035.The horizontal coordinates were established by GPS observations
 AJ4035.and adjusted by the National Geodetic Survey in June 2001..
 AJ4035
 AJ4035.The orthometric height was determined by GPS observations and a
 AJ4035.high-resolution geoid model.
 AJ4035
 AJ4035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4035
 AJ4035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4035
 AJ4035.The ellipsoidal height was determined by GPS observations
 AJ4035.and is referenced to NAD 83.
 AJ4035
 AJ4035.The geoid height was determined by GEOID03.
 AJ4035
 AJ4035;                    North         East     Units Scale Factor Converg.
 AJ4035;SPC RI       -    94,640.221   101,789.419   MT  0.99999379   +0 00 51.9
 AJ4035;SPC RI       -   310,498.79    333,954.12   sFT  0.99999379   +0 00 51.9
 AJ4035;UTM  19      - 4,645,581.529   294,528.627   MT  1.00011953   -1 39 24.8
 AJ4035
 AJ4035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4035!SPC RI       -   0.99998832  x   0.99999379  =   0.99998211
 AJ4035!UTM  19      -   0.99998832  x   1.00011953  =   1.00010785
 AJ4035
 AJ4035                          SUPERSEDED SURVEY CONTROL
 AJ4035
 AJ4035.No superseded survey control is available for this station.
 AJ4035
 AJ4035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9452945582(NAD 83)
 AJ4035_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ4035_SETTING: 66 = SET IN ROCK OUTCROP
 AJ4035_STAMPING: CHETEYAN 2000
 AJ4035_MARK LOGO: NGS   
 AJ4035_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ4035+STABILITY: POSITION/ELEVATION WELL
 AJ4035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4035+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 AJ4035
 AJ4035  HISTORY     - Date     Condition        Report By
 AJ4035  HISTORY     - 2000     MONUMENTED       NGS
 AJ4035  HISTORY     - 20050201 GOOD             INDIV
 AJ4035
 AJ4035                          STATION DESCRIPTION
 AJ4035
 AJ4035'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AJ4035'THE STATION IS LOCATED ABOUT 12.1 KM (7.50 MI) NORTHWEST OF
 AJ4035'PROVIDENCE, ABOUT 9.67 KM (6.00 MI) SOUTH OF WOONSOCKET, ABOUT 0.88
 AJ4035'KM (0.55 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS 146 AND 116, IN
 AJ4035'TOP OF A ROCK LEDGE ON THE SOUTH SIDE OF THE PARKING LOT OF THE
 AJ4035'LINCOLN MALL (SOUTH AND ACROSS THE PARKING LOT FROM K-MART).  TO
 AJ4035'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 146 AND
 AJ4035'116, LOCATED ABOUT 11.27 KM (7.00 MI) NORTHWEST OF PROVIDENCE,
 AJ4035'ABOUT 0.97 KM (0.60 MI) SOUTHEAST OF INTERSTATE HIGHWAY 295 (EXIT
 AJ4035'9-A),
 AJ4035'FROM THE CENTER OF THE UNDERPASS GO WEST ON HIGHWAY 116 FOR 0.08
 AJ4035'KM (0.05 MI) TO THE ENTRANCE DRIVE OF THE LINCOLN MALL ON THE RIGHT,
 AJ4035'TURN RIGHT, NORTH ON THE DRIVE FOR 0.08 KM (0.05 MI) TO THE
 AJ4035'T-JUNCTION OF THE EAST-WEST ENTRANCE DRIVES TO MALL, TURN LEFT,
 AJ4035'WEST ON THE DRIVE FOR 0.08 KM (0.05 MI) TO A TALL SECURITY LIGHT ON
 AJ4035'THE RIGHT, BEAR LEFT, SOUTHWEST ACROSS THE PARKING LOT FOR ABOUT
 AJ4035'0.08 KM (0.05 MI) TO A 36.58 M (120.01 FT) ROCK LEDGE ALONG THE SOUTH
 AJ4035'SIDE OF THE PARKING LOT AND TO THE STATION SET ABOUT IN THE TOP
 AJ4035'AND CENTER OF THE LEDGE.  THE STATION IS AN NGS HORIZONTAL
 AJ4035'CONTROL DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE ROCK LEDGE
 AJ4035'AND ABOUT 2.44 M (8.01 FT) ABOVE THE PARKING LOT, ABOUT 6.1 M (20.0
 AJ4035'FT)
 AJ4035'ABOVE HIGHWAY 116. LOCATED 46.18 M (151.51 FT) EAST-NORTHEAST OF THE
 AJ4035'EAST END OF A METAL GUARD RAIL ALONG THE SOUTH SIDE OF THE
 AJ4035'PARKING LOT, 7.62 M (25.00 FT) NORTH OF THE ROCKY BANK AND 5.03 M
 AJ4035'(16.50 FT) SOUTH OF THE SOUTH EDGE OF THE PARKING LOT.
 AJ4035'
 AJ4035
 AJ4035                          STATION RECOVERY (2005)
 AJ4035
 AJ4035'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (AK)
 AJ4035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3117 ***********************************************************************
 LW3117  DESIGNATION -  CHIM
 LW3117  PID         -  LW3117
 LW3117  STATE/COUNTY-  RI/WASHINGTON
 LW3117  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3117
 LW3117                         *CURRENT SURVEY CONTROL
 LW3117  ___________________________________________________________________
 LW3117* NAD 83(1996)-  41 09 21.99317(N)    071 36 39.12216(W)     ADJUSTED  
 LW3117* NAVD 88     -                                                        
 LW3117  ___________________________________________________________________
 LW3117  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 LW3117  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LW3117
 LW3117  HORZ ORDER  -  THIRD
 LW3117
 LW3117.The horizontal coordinates were established by classical geodetic methods
 LW3117.and adjusted by the National Geodetic Survey in August 1998..
 LW3117
 LW3117
 LW3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3117
 LW3117.The geoid height was determined by GEOID03.
 LW3117
 LW3117;                    North         East     Units Scale Factor Converg.
 LW3117;SPC RI       -     8,088.089    90,694.262   MT  0.99999482   -0 04 22.7
 LW3117;SPC RI       -    26,535.67    297,552.76   sFT  0.99999482   -0 04 22.7
 LW3117;UTM  19      - 4,559,372.962   280,930.675   MT  1.00019068   -1 43 08.1
 LW3117
 LW3117                          SUPERSEDED SURVEY CONTROL
 LW3117
 LW3117  NAD 83(1996)-  41 09 21.99129(N)    071 36 39.12076(W) AD(       ) 4
 LW3117  NAD 83(1992)-  41 09 21.99116(N)    071 36 39.12097(W) AD(       ) 4
 LW3117  NAD 83(1992)-  41 09 21.98997(N)    071 36 39.12207(W) AD(       ) 4
 LW3117  NAD 83(1986)-  41 09 21.98828(N)    071 36 39.12403(W) AD(       ) 4
 LW3117  NAD 27      -  41 09 21.62000(N)    071 36 40.91000(W) AD(       ) 3
 LW3117
 LW3117.Superseded values are not recommended for survey control.
 LW3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3117.See file dsdata.txt to determine how the superseded data were derived.
 LW3117
 LW3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8093159373(NAD 83)
 LW3117_MARKER: 85 = CHIMNEY
 LW3117
 LW3117  HISTORY     - Date     Condition        Report By
 LW3117  HISTORY     - 1912     FIRST OBSERVED   CGS
 LW3117
 LW3117                          STATION DESCRIPTION
 LW3117
 LW3117'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (NHH)
 LW3117'THE CHIMNEY OF THE WHITE HOUSE BELONGING TO MARSHALL BALL,
 LW3117'LOCATED ON DICKENS POINT, ABOUT 1/2 MILE S OF THE LIFE SAVING
 LW3117'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2224 ***********************************************************************
 LW2224  DESIGNATION -  CHIMNEY
 LW2224  PID         -  LW2224
 LW2224  STATE/COUNTY-  RI/NEWPORT
 LW2224  USGS QUAD   -  FALL RIVER (1979)
 LW2224
 LW2224                         *CURRENT SURVEY CONTROL
 LW2224  ___________________________________________________________________
 LW2224* NAD 83(1996)-  41 40 13.54851(N)    071 10 39.22536(W)     ADJUSTED  
 LW2224* NAVD 88     -                                                        
 LW2224  ___________________________________________________________________
 LW2224  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 LW2224  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW2224
 LW2224  HORZ ORDER  -  THIRD
 LW2224
 LW2224.The horizontal coordinates were established by classical geodetic methods
 LW2224.and adjusted by the National Geodetic Survey in August 1998..
 LW2224
 LW2224
 LW2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2224
 LW2224.The geoid height was determined by GEOID03.
 LW2224
 LW2224;                    North         East     Units Scale Factor Converg.
 LW2224;SPC RI       -    65,253.501   126,851.433   MT  1.00000262   +0 12 51.7
 LW2224;SPC RI       -   214,085.86    416,178.41   sFT  1.00000262   +0 12 51.7
 LW2224;SPC MA M     -   824,515.191   226,851.710   MT  1.00000709   +0 12 59.7
 LW2224;SPC MA M     - 2,705,096.92    744,262.65   sFT  1.00000709   +0 12 59.7
 LW2224;UTM  19      - 4,615,476.295   318,726.751   MT  1.00000438   -1 26 53.3
 LW2224
 LW2224                          SUPERSEDED SURVEY CONTROL
 LW2224
 LW2224  NAD 83(1996)-  41 40 13.54851(N)    071 10 39.22535(W) AD(       ) 4
 LW2224  NAD 83(1992)-  41 40 13.54646(N)    071 10 39.22434(W) AD(       ) 4
 LW2224  NAD 83(1992)-  41 40 13.54646(N)    071 10 39.22434(W) AD(       ) 4
 LW2224  NAD 83(1986)-  41 40 13.54621(N)    071 10 39.22386(W) AD(       ) 4
 LW2224  NAD 27      -  41 40 13.17400(N)    071 10 41.07200(W) AD(       ) 3
 LW2224
 LW2224.Superseded values are not recommended for survey control.
 LW2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2224.See file dsdata.txt to determine how the superseded data were derived.
 LW2224
 LW2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1872715476(NAD 83)
 LW2224
 LW2224  HISTORY     - Date     Condition        Report By
 LW2224  HISTORY     - UNK      MONUMENTED
 LW2224  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LW2224  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2224
 LW2224                          STATION DESCRIPTION
 LW2224
 LW2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (KTA)
 LW2224'DELETE STATION FROM THE RECORDS.  THIS CHIMNEY WAS ON THE BOURNE
 LW2224'MILLS, TIVERTON.  IT WAS TORN DOWN BEFORE 1910.
 LW2224
 LW2224                          STATION RECOVERY (1956)
 LW2224
 LW2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2224'THE STATION IS DESTROYED.  THE SUPERINTENDENT OF BOURNE MILLS
 LW2224'STATES THAT THE OLD CHIMNEY WAS TORN DOWN WHEN THE NEW BOILER ROOM
 LW2224'AND PRESENT STACK WERE CONSTRUCTED ABOUT 1900, SOME 60 FT. TO THE
 LW2224'N AND E OF THE OLD STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2424 ***********************************************************************
 LW2424  DESIGNATION -  CHIMNEY B
 LW2424  PID         -  LW2424
 LW2424  STATE/COUNTY-  RI/NEWPORT
 LW2424  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2424
 LW2424                         *CURRENT SURVEY CONTROL
 LW2424  ___________________________________________________________________
 LW2424* NAD 83(1996)-  41 34 14.13911(N)    071 21 57.44554(W)     ADJUSTED  
 LW2424* NAVD 88     -                                                        
 LW2424  ___________________________________________________________________
 LW2424  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW2424  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW2424
 LW2424  HORZ ORDER  -  THIRD
 LW2424
 LW2424.The horizontal coordinates were established by classical geodetic methods
 LW2424.and adjusted by the National Geodetic Survey in August 1998..
 LW2424
 LW2424
 LW2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2424
 LW2424.The geoid height was determined by GEOID03.
 LW2424
 LW2424;                    North         East     Units Scale Factor Converg.
 LW2424;SPC RI       -    54,123.645   111,179.838   MT  0.99999529   +0 05 20.2
 LW2424;SPC RI       -   177,570.66    364,762.52   sFT  0.99999529   +0 05 20.2
 LW2424;UTM  19      - 4,604,804.896   302,738.462   MT  1.00007888   -1 34 13.5
 LW2424
 LW2424                          SUPERSEDED SURVEY CONTROL
 LW2424
 LW2424  NAD 83(1996)-  41 34 14.13857(N)    071 21 57.44516(W) AD(       ) 4
 LW2424  NAD 83(1992)-  41 34 14.13756(N)    071 21 57.44475(W) AD(       ) 4
 LW2424  NAD 83(1992)-  41 34 14.13703(N)    071 21 57.44449(W) AD(       ) 4
 LW2424  NAD 83(1986)-  41 34 14.13716(N)    071 21 57.44286(W) AD(       ) 4
 LW2424  NAD 27      -  41 34 13.77100(N)    071 21 59.21600(W) AD(       ) 3
 LW2424
 LW2424.Superseded values are not recommended for survey control.
 LW2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2424.See file dsdata.txt to determine how the superseded data were derived.
 LW2424
 LW2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0273804805(NAD 83)
 LW2424
 LW2424  HISTORY     - Date     Condition        Report By
 LW2424  HISTORY     - 1915     MONUMENTED       CGS
 LW2424  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2424
 LW2424                          STATION DESCRIPTION
 LW2424
 LW2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2424'STATION IS THE MOST PROMINENT CHIMNEY ON A RESIDENCE LOCATED ON
 LW2424'CONANICUT ISLAND, NEAR NORTH POINT, ABOUT 100 METERS FROM THE
 LW2424'WATERS EDGE, AND ABOUT 500 METERS SE OF CONANICUT ISLAND
 LW2424'LIGHTHOUSE.
 LW2424
 LW2424                          STATION RECOVERY (1956)
 LW2424
 LW2424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2424'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1915 DESCRIPTION
 LW2424'IS ADEQUATE WITH THE FOLLOWING ADDITION--
 LW2424'
 LW2424'THE HIGHEST CHIMNEY IS ON THE W SIDE OF AN OCTAGONAL WOODEN
 LW2424'TOWER STRUCTURE ABOUT THE MIDDLE OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2511 ***********************************************************************
 LW2511  DESIGNATION -  CHIMNEY N
 LW2511  PID         -  LW2511
 LW2511  STATE/COUNTY-  RI/NEWPORT
 LW2511  USGS QUAD   -  WICKFORD (1995)
 LW2511
 LW2511                         *CURRENT SURVEY CONTROL
 LW2511  ___________________________________________________________________
 LW2511* NAD 83(1996)-  41 32 36.59140(N)    071 22 32.84198(W)     ADJUSTED  
 LW2511* NAVD 88     -                                                        
 LW2511  ___________________________________________________________________
 LW2511  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 LW2511  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2511
 LW2511  HORZ ORDER  -  THIRD
 LW2511
 LW2511.The horizontal coordinates were established by classical geodetic methods
 LW2511.and adjusted by the National Geodetic Survey in August 1998..
 LW2511
 LW2511
 LW2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2511
 LW2511.The geoid height was determined by GEOID03.
 LW2511
 LW2511;                    North         East     Units Scale Factor Converg.
 LW2511;SPC RI       -    51,112.963   110,364.100   MT  0.99999507   +0 04 56.6
 LW2511;SPC RI       -   167,693.11    362,086.22   sFT  0.99999507   +0 04 56.6
 LW2511;UTM  19      - 4,601,818.835   301,835.830   MT  1.00008328   -1 34 34.0
 LW2511
 LW2511                          SUPERSEDED SURVEY CONTROL
 LW2511
 LW2511  NAD 83(1996)-  41 32 36.59086(N)    071 22 32.84144(W) AD(       ) 4
 LW2511  NAD 83(1992)-  41 32 36.58986(N)    071 22 32.84124(W) AD(       ) 4
 LW2511  NAD 83(1992)-  41 32 36.58928(N)    071 22 32.84101(W) AD(       ) 4
 LW2511  NAD 83(1986)-  41 32 36.58923(N)    071 22 32.83960(W) AD(       ) 4
 LW2511  NAD 27      -  41 32 36.22200(N)    071 22 34.64400(W) AD(       ) 3
 LW2511
 LW2511.Superseded values are not recommended for survey control.
 LW2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2511.See file dsdata.txt to determine how the superseded data were derived.
 LW2511
 LW2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0183601819(NAD 83)
 LW2511
 LW2511  HISTORY     - Date     Condition        Report By
 LW2511  HISTORY     - 1915     MONUMENTED       CGS
 LW2511  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2511
 LW2511                          STATION DESCRIPTION
 LW2511
 LW2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2511'STATION IS ON CONANICUT ISLAND, ABOUT MIDWAY BETWEEN ITS
 LW2511'EASTERN AND WESTERN SHORES AND ABOUT 2 MILES FROM ITS N END ON
 LW2511'THE W SIDE OF THE ROAD FROM JAMESTOWN.
 LW2511
 LW2511                          STATION RECOVERY (1956)
 LW2511
 LW2511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2511'THE STATION IS LOST.  NO CHIMNEY EXISTS IN THIS LOCALITY TODAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2545 ***********************************************************************
 LW2545  DESIGNATION -  CHIP 1913
 LW2545  PID         -  LW2545
 LW2545  STATE/COUNTY-  RI/KENT
 LW2545  USGS QUAD   -  EAST GREENWICH (1975)
 LW2545
 LW2545                         *CURRENT SURVEY CONTROL
 LW2545  ___________________________________________________________________
 LW2545* NAD 83(1996)-  41 40 24.45380(N)    071 26 30.06919(W)     ADJUSTED  
 LW2545* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW2545  ___________________________________________________________________
 LW2545  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 LW2545  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW2545
 LW2545  HORZ ORDER  -  THIRD
 LW2545
 LW2545.The horizontal coordinates were established by classical geodetic methods
 LW2545.and adjusted by the National Geodetic Survey in August 1998..
 LW2545
 LW2545.The orthometric height was scaled from a topographic map.
 LW2545
 LW2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2545
 LW2545.The geoid height was determined by GEOID03.
 LW2545
 LW2545;                    North         East     Units Scale Factor Converg.
 LW2545;SPC RI       -    65,541.359   104,855.960   MT  0.99999404   +0 02 19.6
 LW2545;SPC RI       -   215,030.28    344,014.93   sFT  0.99999404   +0 02 19.6
 LW2545;UTM  19      - 4,616,402.271   296,747.614   MT  1.00010840   -1 37 26.4
 LW2545
 LW2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2545!SPC RI       -   1.00000348  x   0.99999404  =   0.99999752
 LW2545!UTM  19      -   1.00000348  x   1.00010840  =   1.00011188
 LW2545
 LW2545:                Primary Azimuth Mark                     Grid Az
 LW2545:SPC RI       -  WHITE HOUSE SOUTH GABLE                  039 47 43.4
 LW2545:UTM  19      -  WHITE HOUSE SOUTH GABLE                  041 27 29.4
 LW2545
 LW2545|---------------------------------------------------------------------|
 LW2545| PID    Reference Object                     Distance      Geod. Az  |
 LW2545|                                                           dddmmss.s |
 LW2545| LW2548 WHITE HOUSE SOUTH GABLE             APPROX. 1.9 KM 0395003.0 |
 LW2545| LW2554 OAKLAND BEACH FLAGSTAFF             APPROX. 3.7 KM 0700555.7 |
 LW2545| LW2559 SALLY 1913                          APPROX. 1.4 KM 1013111.2 |
 LW2545| LW2566 RED WINDMILL                        APPROX. 1.9 KM 1254950.6 |
 LW2545| LW2564 EAST GREENWICH BRICK CHIMNEY        APPROX. 1.1 KM 1982057.6 |
 LW2545| LW2563 EAST GREENWICH YELLOW CHIMNEY       APPROX. 1.1 KM 2074145.7 |
 LW2545| LW2568 EAST GREENWICH COURTHOUSE           APPROX. 1.5 KM 2101128.1 |
 LW2545| LW2565 EAST GREENWICH LUTH CH SPIRE        APPROX. 1.6 KM 2254111.9 |
 LW2545| LW2584 APPONAUG YELLOW CHIMNEY             APPROX. 3.3 KM 3305419.1 |
 LW2545| LW2582 APPONAUG COURTHOUSE CUPOLA          APPROX. 3.2 KM 3334624.4 |
 LW2545|---------------------------------------------------------------------|
 LW2545
 LW2545                          SUPERSEDED SURVEY CONTROL
 LW2545
 LW2545  NAD 83(1996)-  41 40 24.45326(N)    071 26 30.06890(W) AD(       ) 3
 LW2545  NAD 83(1992)-  41 40 24.45232(N)    071 26 30.06833(W) AD(       ) 3
 LW2545  NAD 83(1992)-  41 40 24.45180(N)    071 26 30.06836(W) AD(       ) 3
 LW2545  NAD 83(1986)-  41 40 24.45223(N)    071 26 30.06791(W) AD(       ) 3
 LW2545  NAD 27      -  41 40 24.06100(N)    071 26 31.87700(W) AD(       ) 3
 LW2545
 LW2545.Superseded values are not recommended for survey control.
 LW2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2545.See file dsdata.txt to determine how the superseded data were derived.
 LW2545
 LW2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9674816402(NAD 83)
 LW2545
 LW2545  HISTORY     - Date     Condition        Report By
 LW2545  HISTORY     - 1913     MONUMENTED       CGS
 LW2545  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2545  HISTORY     - 1929     SEE DESCRIPTION  USE
 LW2545  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2545  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2545  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2545
 LW2545                          STATION DESCRIPTION
 LW2545
 LW2545'DESCRIBED BY US ENGINEERS 1916
 LW2545'STATION IS ON THE SOUTHERN SIDE OF THE SMALL BLUFF OF CHIPPANOGSET
 LW2545'ISLAND, WHICH LIES AT THE WESTERN END OF GREENWICH BAY, ABOUT 3/4
 LW2545'MILE ENE OF EAST GREENWICH.  THE ISLAND IS CONNECTED WITH THE
 LW2545'MAINLAND AT LOW WATER.  THE STATION IS MARKED BY THE PROJECTING
 LW2545'POINT OF A NAIL SURROUNDED BY A TRIANGLE IN THE TOP OF A CONCRETE
 LW2545'POST 8 INCHES SQUARE AND 22 INCHES LONG, WHICH PROJECTS SLIGHTLY
 LW2545'ABOVE THE GROUND.  THE UNDERGROUND MARK IS THE SAME AS THE
 LW2545'SURFACE MARK, EXCEPT THAT THE POST IS ONLY 12 INCHES LONG AND IS
 LW2545'BURIED TO A DEPTH OF 2 FEET.  THE STATION MARK BEARS THE
 LW2545'INSCRIPTION 1913 C. AND G.S.
 LW2545
 LW2545                          STATION RECOVERY (1929)
 LW2545
 LW2545'RECOVERY NOTE BY US ENGINEERS 1929
 LW2545'LETTER FROM THE DISTRICT ENGINEER, PROVIDENCE, RHODE ISLAND DATED
 LW2545'JULY 17, 1929, STATES THAT IN CONNECTION WITH SOME IMPROVEMENTS
 LW2545'BY THE GACO CORPORATION AT CHIPIWANOXET, RHODE ISLAND, THE HILL ON
 LW2545'WHICH YOUR STATION CHIP IS LOCATED IS TO BE LEVELED OFF AND THE
 LW2545'STATION WILL BE DESTROYED.  THIS WORK WILL BE BEGUN IN ABOUT 1
 LW2545'MONTH, ACCORDING TO REPORT.
 LW2545
 LW2545                          STATION RECOVERY (1935)
 LW2545
 LW2545'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2545'THE SURFACE MARK APPEARS TO HAVE BEEN DISTURBED.  FROM TWO
 LW2545'INDEPENDENT SOURCES, I HAVE LEARNED THAT ENGINEERS HAVE WITHIN
 LW2545'THE PAST YEAR USED THE UNDERGROUND MARK.  DUE TO THE FROZEN GROUND,
 LW2545'I DID NOT ATTEMPT TO FIND THE UNDERGROUND MARK.
 LW2545'
 LW2545'THE NAME OF THIS ISLAND IS SPELLED VARIOUSLY--CHIPPEWANOXSETT,
 LW2545'CHIPPANOGSET, AND CHEPIWANOXET, THE LATTER BEING THE MORE
 LW2545'COMMONLY USED.  WHICH NAME IS CORRECT, IF EITHER, IS A QUESTION
 LW2545'ANSWERED DIFFERENTLY BY DIFFERENT PEOPLE.  THE ISLAND IS NO LONGER
 LW2545'STRICTLY AN ISLAND, BECAUSE MAN HAS FILLED IN THE MARSH BETWEEN
 LW2545'THE ISLAND AND THE MAINLAND.
 LW2545'
 LW2545'THE STATION IS LOCATED ON A SMALL SAND BLUFF A FEW YARDS E OF
 LW2545'THE MANUFACTURING PLANT OF THE GACO CORPORATION.
 LW2545
 LW2545                          STATION RECOVERY (1956)
 LW2545
 LW2545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2545'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE MONUMENT IS
 LW2545'SLIGHTLY CHIPPED AROUND THE EDGES BUT SEEMS TO BE UNDISTURBED.  THE
 LW2545'SACO CORPORATION IS NOW OUT OF BUSINESS AND THE BUILDINGS ARE
 LW2545'BEING RAZED.  NO FUTURE PLANS FOR THE ISLAND HAVE BEEN MADE AT
 LW2545'PRESENT.  THE HILL IMMEDIATELY AROUND THE STATION HAS BEEN LEFT
 LW2545'INTACT AND THE STATION IS IN THE CENTER OF THIS SMALL HILL, THE
 LW2545'HIGHEST SPOT ON THE ISLAND.
 LW2545
 LW2545                          STATION RECOVERY (1963)
 LW2545
 LW2545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2545'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1956.  CHIPPEWANOXETT
 LW2545'ISLAND IS NOW OCCUPIED EXCLUSIVELY BY A MARINA, AND JOINED TO THE
 LW2545'MAINLAND BY A SHORT CAUSEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0915 ***********************************************************************
 LW0915  DESIGNATION -  CHOICE
 LW0915  PID         -  LW0915
 LW0915  STATE/COUNTY-  RI/WASHINGTON
 LW0915  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0915
 LW0915                         *CURRENT SURVEY CONTROL
 LW0915  ___________________________________________________________________
 LW0915* NAD 83(1996)-  41 09 06.01514(N)    071 35 57.43123(W)     ADJUSTED  
 LW0915* LOCAL TIDAL -        44.646  (meters)     146.48   (feet)  ADJ UNCH  
 LW0915  ___________________________________________________________________
 LW0915  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 LW0915  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LW0915
 LW0915  HORZ ORDER  -  SECOND
 LW0915  VERT ORDER  -  SECOND    CLASS 0
 LW0915
 LW0915.The horizontal coordinates were established by classical geodetic methods
 LW0915.and adjusted by the National Geodetic Survey in August 1998..
 LW0915
 LW0915.The orthometric height was key entered from printed documents
 LW0915.and not key verified.
 LW0915
 LW0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0915
 LW0915.The geoid height was determined by GEOID03.
 LW0915
 LW0915;                    North         East     Units Scale Factor Converg.
 LW0915;SPC RI       -     7,594.010    91,665.746   MT  0.99999460   -0 03 55.2
 LW0915;SPC RI       -    24,914.68    300,740.04   sFT  0.99999460   -0 03 55.2
 LW0915;UTM  19      - 4,558,851.083   281,887.752   MT  1.00018553   -1 42 40.1
 LW0915
 LW0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0915!SPC RI       -   0.99999782  x   0.99999460  =   0.99999242
 LW0915!UTM  19      -   0.99999782  x   1.00018553  =   1.00018335
 LW0915
 LW0915:                Primary Azimuth Mark                     Grid Az
 LW0915:SPC RI       -  BLOCK ISLAND ECC                         014 04 09.2
 LW0915:UTM  19      -  BLOCK ISLAND ECC                         015 42 54.1
 LW0915
 LW0915|---------------------------------------------------------------------|
 LW0915| PID    Reference Object                     Distance      Geod. Az  |
 LW0915|                                                           dddmmss.s |
 LW0915| LW3162 BLOCK ISLAND ECC                    APPROX. 2.7 KM 0140014.0 |
 LW0915| LW0912 SOUTHWEST                           274.474 METERS 11931     |
 LW0915| LW0911 BLACK                               392.864 METERS 14111     |
 LW0915| CB7200 CHOICE RM 1                          16.417 METERS 16542     |
 LW0915| LW0908 ROAR                                462.377 METERS 1915447.0 |
 LW0915| CB7201 CHOICE RM 2                          12.449 METERS 24521     |
 LW0915|---------------------------------------------------------------------|
 LW0915
 LW0915                          SUPERSEDED SURVEY CONTROL
 LW0915
 LW0915  NAD 83(1996)-  41 09 06.01329(N)    071 35 57.42985(W) AD(       ) 2
 LW0915  NAD 83(1992)-  41 09 06.01314(N)    071 35 57.43002(W) AD(       ) 2
 LW0915  NAD 83(1992)-  41 09 06.01189(N)    071 35 57.43101(W) AD(       ) 2
 LW0915  NAD 83(1986)-  41 09 06.00969(N)    071 35 57.43200(W) AD(       ) 2
 LW0915  NAD 27      -  41 09 05.64300(N)    071 35 59.21900(W) AD(       ) 2
 LW0915
 LW0915.Superseded values are not recommended for survey control.
 LW0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0915.See file dsdata.txt to determine how the superseded data were derived.
 LW0915
 LW0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8188858851(NAD 83)
 LW0915_MARKER: DS = TRIANGULATION STATION DISK
 LW0915_SETTING: 80 = SET IN A BOULDER
 LW0915_SP_SET: BOULDER
 LW0915_STAMPING: CHOICE 1943
 LW0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0915+STABILITY: SURFACE MOTION
 LW0915
 LW0915  HISTORY     - Date     Condition        Report By
 LW0915  HISTORY     - 1943     MONUMENTED       CGS
 LW0915  HISTORY     - 1943     GOOD             CGS
 LW0915  HISTORY     - 1965     GOOD             CGS
 LW0915
 LW0915                          STATION DESCRIPTION
 LW0915
 LW0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0915'STATION IS LOCATED ON THE S SIDE OF BLOCK ISLAND.  IT IS ON TOP
 LW0915'OF THE FIRST HIGH HILL ABOUT 1/4 MILE N OF SOUTHWEST POINT, ABOUT
 LW0915'1/4 MILE NE OF THE 110-FOOT STEEL TOWER WHICH IS LOCATED AT BLACK
 LW0915'ROCK POINT, AND ABOUT 140 YARDS SSE OF A GROUP OF FARM
 LW0915'BUILDINGS.  IT IS ABOUT 6 FEET S OF THE E-W STONE FENCE WHICH
 LW0915'RUNS ACROSS THE CREST OF THE HILL.  IT IS STAMPED CHOICE 1943
 LW0915'AND PROJECTS ABOUT 4 INCHES.
 LW0915'
 LW0915'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN
 LW0915'CONCRETE.  REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN
 LW0915'OUTCROPPING BEDROCK.
 LW0915'
 LW0915'REFERENCE MARK 1 IS SE OF THE STATION.  IT IS STAMPED CHOICE NO
 LW0915'1 1943 AND PROJECTS ABOUT 24 INCHES.
 LW0915'
 LW0915'REFERENCE MARK 2 IS SW OF THE STATION.  IT IS STAMPED CHOICE NO 2
 LW0915'1943 AND PROJECTS ABOUT 18 INCHES.
 LW0915
 LW0915                          STATION RECOVERY (1943)
 LW0915
 LW0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0915'AT BLOCK ISLAND.
 LW0915'ON BLOCK ISLAND, NEWPORT COUNTY, ABOUT 1/4 MILE NORTH OF SOUTHWEST
 LW0915'POINT, ABOUT 1/4 MILE NORTHEAST OF THE 110-FOOT STEEL TOWER
 LW0915'AT BLACK ROCK POINT, 140 YARDS SOUTH-SOUTHEAST OF A GROUP OF FARM
 LW0915'BUILDINGS, ON THE SOUTH SIDE OF THE ISLAND, AT THE SUMMIT OF THE
 LW0915'FIRST HIGH HILL, 6 FEET SOUTH OF THE EAST-AND-WEST FENCE RUNNING
 LW0915'ACROSS THE CREST OF THE HILL, AND IN THE TOP OF A BOULDER.  A
 LW0915'STANDARD TRIANGULATION-STATION DISK, STAMPED CHOICE 1943.
 LW0915
 LW0915                          STATION RECOVERY (1965)
 LW0915
 LW0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 LW0915'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LW0915'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0914 ***********************************************************************
 LW0914  DESIGNATION -  CHOICE RM 1
 LW0914  PID         -  LW0914
 LW0914  STATE/COUNTY-  RI/WASHINGTON
 LW0914  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0914
 LW0914                         *CURRENT SURVEY CONTROL
 LW0914  ___________________________________________________________________
 LW0914* NAD 83(1986)-  41 09 05.     (N)    071 35 57.     (W)     SCALED    
 LW0914* LOCAL TIDAL -        44.089  (meters)     144.65   (feet)  ADJ UNCH  
 LW0914  ___________________________________________________________________
 LW0914  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LW0914
 LW0914  VERT ORDER  -  SECOND    CLASS 0
 LW0914
 LW0914.The horizontal coordinates were scaled from a topographic map and have
 LW0914.an estimated accuracy of +/- 6 seconds.
 LW0914
 LW0914.The orthometric height was key entered from printed documents
 LW0914.and not key verified.
 LW0914
 LW0914.The geoid height was determined by GEOID03.
 LW0914
 LW0914;                    North         East    Units  Estimated Accuracy
 LW0914;SPC RI       -     7,560.       91,680.      MT  (+/- 180 meters Scaled)
 LW0914
 LW0914                          SUPERSEDED SURVEY CONTROL
 LW0914
 LW0914.No superseded survey control is available for this station.
 LW0914
 LW0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF818588(NAD 83)
 LW0914_MARKER: DR = REFERENCE MARK DISK
 LW0914_SETTING: 80 = SET IN A BOULDER
 LW0914_SP_SET: BOULDER
 LW0914_STAMPING: CHOICE NO 1 1943
 LW0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0914+STABILITY: SURFACE MOTION
 LW0914
 LW0914  HISTORY     - Date     Condition        Report By
 LW0914  HISTORY     - 1943     MONUMENTED       CGS
 LW0914
 LW0914                          STATION DESCRIPTION
 LW0914
 LW0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0914'AT BLOCK ISLAND.
 LW0914'53.86 FEET SOUTHEAST OF TRIANGULATION STATION CHOICE DESCRIBED
 LW0914'ABOVE, AND IN THE TOP OF A LARGE BOULDER PROJECTING ABOUT 24
 LW0914'INCHES ABOVE THE GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED
 LW0914'CHOICE NO 1 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0913 ***********************************************************************
 LW0913  DESIGNATION -  CHOICE RM 2
 LW0913  PID         -  LW0913
 LW0913  STATE/COUNTY-  RI/WASHINGTON
 LW0913  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0913
 LW0913                         *CURRENT SURVEY CONTROL
 LW0913  ___________________________________________________________________
 LW0913* NAD 83(1986)-  41 09 05.     (N)    071 35 57.     (W)     SCALED    
 LW0913* LOCAL TIDAL -        43.811  (meters)     143.74   (feet)  ADJ UNCH  
 LW0913  ___________________________________________________________________
 LW0913  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LW0913
 LW0913  VERT ORDER  -  SECOND    CLASS 0
 LW0913
 LW0913.The horizontal coordinates were scaled from a topographic map and have
 LW0913.an estimated accuracy of +/- 6 seconds.
 LW0913
 LW0913.The orthometric height was key entered from printed documents
 LW0913.and not key verified.
 LW0913
 LW0913.The geoid height was determined by GEOID03.
 LW0913
 LW0913;                    North         East    Units  Estimated Accuracy
 LW0913;SPC RI       -     7,560.       91,680.      MT  (+/- 180 meters Scaled)
 LW0913
 LW0913                          SUPERSEDED SURVEY CONTROL
 LW0913
 LW0913.No superseded survey control is available for this station.
 LW0913
 LW0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF818588(NAD 83)
 LW0913_MARKER: DB = BENCH MARK DISK
 LW0913_SETTING: 80 = SET IN A BOULDER
 LW0913_SP_SET: BOULDER
 LW0913_STAMPING: CHOICE NO 2 1943
 LW0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0913+STABILITY: SURFACE MOTION
 LW0913
 LW0913  HISTORY     - Date     Condition        Report By
 LW0913  HISTORY     - 1943     MONUMENTED       CGS
 LW0913
 LW0913                          STATION DESCRIPTION
 LW0913
 LW0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0913'AT BLOCK ISLAND.
 LW0913'40.84 FEET SOUTHWEST OF TRIANGULATION STATION CHOICE DESCRIBED
 LW0913'ABOVE, AND IN THE TOP OF A LARGE BOULDER PROJECTING ABOUT 18
 LW0913'INCHES ABOVE THE GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED
 LW0913'CHOICE NO 2 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3507 ***********************************************************************
 LW3507  DESIGNATION -  CHOPMIST
 LW3507  PID         -  LW3507
 LW3507  STATE/COUNTY-  RI/PROVIDENCE
 LW3507  USGS QUAD   -  CLAYVILLE (1975)
 LW3507
 LW3507                         *CURRENT SURVEY CONTROL
 LW3507  ___________________________________________________________________
 LW3507* NAD 83(1996)-  41 50 26.51681(N)    071 40 10.89001(W)     ADJUSTED  
 LW3507* NAVD 88     -       222.0    (meters)     728.     (feet)  VERTCON   
 LW3507  ___________________________________________________________________
 LW3507  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 LW3507  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW3507
 LW3507  HORZ ORDER  -  FIRST
 LW3507
 LW3507.The horizontal coordinates were established by classical geodetic methods
 LW3507.and adjusted by the National Geodetic Survey in August 1998..
 LW3507
 LW3507.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3507
 LW3507.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3507
 LW3507.The geoid height was determined by GEOID03.
 LW3507
 LW3507;                    North         East     Units Scale Factor Converg.
 LW3507;SPC RI       -    84,128.599    85,905.991   MT  0.99999619   -0 06 47.5
 LW3507;SPC RI       -   276,011.91    281,843.24   sFT  0.99999619   -0 06 47.5
 LW3507;UTM  19      - 4,635,535.538   278,342.930   MT  1.00020463   -1 46 53.7
 LW3507
 LW3507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3507!SPC RI       -   0.99996985  x   0.99999619  =   0.99996604
 LW3507!UTM  19      -   0.99996985  x   1.00020463  =   1.00017447
 LW3507
 LW3507:                Primary Azimuth Mark                     Grid Az
 LW3507:SPC RI       -  HERRING                                  001 10 14.7
 LW3507:UTM  19      -  HERRING                                  002 50 20.9
 LW3507
 LW3507|---------------------------------------------------------------------|
 LW3507| PID    Reference Object                     Distance      Geod. Az  |
 LW3507|                                                           dddmmss.s |
 LW3507| LW3513 HERRING                             APPROX.17.3 KM 0010327.2 |
 LW3507| CB7206 CHOPMIST RM 3                        19.702 METERS 02737     |
 LW3507| LW3495 WOONSOCKET HILL FIRE TOWER          APPROX.18.0 KM 0321159.7 |
 LW3507| LW3485 WOONSOCKET WATER MT CHAR SPIPE      APPROX.22.0 KM 0382748.7 |
 LW3507| LW2760 CUMBERLAND HILL WATER CO SPIPE      APPROX.23.3 KM 0492301.4 |
 LW3507| LW3504 CHOPMIST 2                                         05317     |
 LW3507| LW2745 SMITHFIELD BLACKSTONE VALL LOT      APPROX.17.5 KM 0600545.5 |
 LW3507| LW3488 GREENVILLE FINISHING CO TANK        APPROX. 9.3 KM 0634603.2 |
 LW3507| LW3494 GREENVILLE SPARKING MILLS TK        APPROX.10.2 KM 0670743.1 |
 LW3507| LW2659 PROVIDENCE STATE CAPITOL DOME       APPROX.21.2 KM 0925145.2 |
 LW3507| LW2665 PROVIDENCE FIRST CH CHRIST SCI      APPROX.22.0 KM 0931511.3 |
 LW3507| LW2675 PROVIDENCE INDUST TRUST TOWER       APPROX.21.6 KM 0944235.8 |
 LW3507| LW2638 EAST PROVIDENCE MUNICIPAL TANK      APPROX.26.2 KM 0990128.9 |
 LW3507| LW2698 PROVIDENCE RAD STA WPJB FM TWR      APPROX.17.0 KM 1024542.7 |
 LW3507| CB7202 CHOPMIST AZ MK                                     1110953.1 |
 LW3507| LW3499 TUNK HILL FIRE TOWER                APPROX.10.5 KM 1531638.8 |
 LW3507| LW3506 CHOPMIST RAD STA KCE 706 MAST       APPROX. 0.8 KM 1873929.8 |
 LW3507| CB7204 CHOPMIST RM 1                        32.955 METERS 23004     |
 LW3507| CB7203 CHOPMIST AZ MK RESET                               2815810.3 |
 LW3507| CB7599 CHOPMIST 2 RM 5                      13.980 METERS 28756     |
 LW3507| CB7205 CHOPMIST RM 2                        25.591 METERS 32805     |
 LW3507| CB7598 CHOPMIST RM 4                        30.043 METERS 33503     |
 LW3507| LW3505 CHOPMIST HILL FIRE TOWER             62.745 METERS 34947     |
 LW3507| LW3511 HARRISVILLE WATER CO TANK           APPROX.14.5 KM 3592319.5 |
 LW3507|---------------------------------------------------------------------|
 LW3507
 LW3507                          SUPERSEDED SURVEY CONTROL
 LW3507
 LW3507  NAD 83(1996)-  41 50 26.51650(N)    071 40 10.88987(W) AD(       ) 1
 LW3507  NAD 83(1992)-  41 50 26.51566(N)    071 40 10.88923(W) AD(       ) 1
 LW3507  NAD 83(1992)-  41 50 26.51557(N)    071 40 10.88933(W) AD(       ) 1
 LW3507  NAD 83(1986)-  41 50 26.51553(N)    071 40 10.88874(W) AD(       ) 1
 LW3507  NAD 27      -  41 50 26.15796(N)    071 40 12.65009(W) AD(       ) 1
 LW3507  NGVD 29 (07/19/86)  222.2    (m)          729.     (f) VERT ANG       
 LW3507
 LW3507.Superseded values are not recommended for survey control.
 LW3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3507.See file dsdata.txt to determine how the superseded data were derived.
 LW3507
 LW3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7834335536(NAD 83)
 LW3507_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3507_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3507+STABILITY: SURFACE MOTION
 LW3507
 LW3507  HISTORY     - Date     Condition        Report By
 LW3507  HISTORY     - 1937     MONUMENTED       CTGS
 LW3507  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW3507  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3507
 LW3507                          STATION DESCRIPTION
 LW3507
 LW3507'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3507'STATION IS ON CHOPMIST HILL ON THE STATE OF R.I. PROPERTY, IN
 LW3507'THE TOWN OF SCITUATE.  BY AIRLINES ABOUT 4.5 MILES NORTHWEST
 LW3507'OF NORTH SCITUATE AND 8.0 MILE SOUTHEAST OF PASCOAG.  STATION
 LW3507'IS 37.02 FEET WEST-SOUTHWEST OF THE CHOPMIST HILL FIRE TOWER
 LW3507'(50 FOOT STEEL TOWER) AND 29 FEET NORTH OF THE CENTER LINE OF
 LW3507'THE EAST-WEST HIGHWAY NO. 101.  STATION MARK IS A STANDARD DISK
 LW3507'STAMPED CHOPMIST-1937 SET IN A SQUARE CONCRETE POST, THE TOP
 LW3507'BEING FLUSH WITH THE GROUND.
 LW3507'
 LW3507'UNDERGROUND STATION MARK SET ABOUT 40 INCHES BELOW GROUND LEVEL,
 LW3507'A STANDARD DISK SET IN A BLOCK OF CONCRETE WITH 3 INCHES OF SAND
 LW3507'BETWEEN DISK AND SURFACE MONUMENT.
 LW3507'
 LW3507'TO REACH FROM THE CONN.-R.I. STATE LINE ON ROUTE 6, GO EAST
 LW3507'ON ROUTE 6 TO THE INTERSECTION OF ROUTE 6 WITH ROUTE 102.  TURN
 LW3507'LEFT (NORTH) ON ROUTE 102 AND GO 1.2 MILES TO THE INTERSECTION OF
 LW3507'ROUTE 102 WITH ROUTE 101.  TURN RIGHT (EAST) ON 101 AND GO ABOUT
 LW3507'2200 FEET TO FIRE TOWER AND STATION ON LEFT (NORTH).
 LW3507'
 LW3507'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LW3507'BRONZE DISKS SET IN CONCRETE, NOTES 1A, 7A, AND 11A.
 LW3507'
 LW3507'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CHOPMIST-1937-NO. 1
 LW3507'SET IN A SQUARE CONCRETE POST, THE TOP BEING FLUSH WITH
 LW3507'THE GROUND.  IT IS 108.12 FEET SOUTHWEST OF STATION ACROSS
 LW3507'THE ROAD (ROUTE 101).  REFERENCE MARK NO. 2 IS A STANDARD DISK
 LW3507'STAMPED CHOPMIST-1937-NO. 2 SET IN A SQUARE CONCRETE POST, THE
 LW3507'TOP BEING FLUSH WITH THE GROUND.  IT IS 83.96 FEET NORTHWEST OF
 LW3507'THE STATION.
 LW3507'
 LW3507'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHOPMIST-1937 SET
 LW3507'IN A SQUARE CONCRETE POST, THE TOP BEING FLUSH WITH THE
 LW3507'GROUND.  IT IS 872 FEET EAST-SOUTHEAST OF THE STATION ON THE
 LW3507'OPPOSITE SIDE (SOUTH) OF ROUTE 101.  IT IS 5 FEET SOUTH OF THE
 LW3507'SOUTH SHOULDER OF ROUTE 101.
 LW3507'
 LW3507'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 LW3507
 LW3507                          STATION RECOVERY (1958)
 LW3507
 LW3507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW3507'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 LW3507'MARKS 1 AND 2 AND THE AZIMUTH MARK COULD NOT BE FOUND AT THIS
 LW3507'TIME AND SHOULD BE CONSIDERED LOST.  REFERENCE MARKS 3 AND 4 AND A
 LW3507'NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  THE DISTANCE AND
 LW3507'DIRECTION TO THE SCITUATE, CHOPMIST HILL FIRE TOWER CHECKED.  THE
 LW3507'DISTANCE TO THE CENTERLINE OF STATE HIGHWAY 101 DID NOT
 LW3507'CHECK.  SOME NEW REFERENCE POINTS WERE ADDED.  A COMPLETE NEW
 LW3507'DESCRIPTION AND TO REACH FOLLOWS.
 LW3507'
 LW3507'THE STATION IS ABOUT 4.5 MILES WEST OF NORTH SCITUATE AND 1.0
 LW3507'MILE NORTH OF CHOPMIST AND ON STATE OWNED PROPERTY.  IT IS 40
 LW3507'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 101, 25 FEET
 LW3507'SOUTHWEST OF THE SOUTHWEST LEG OF THE FIRE TOWER, 16 FEET
 LW3507'NORTHEAST OF A WHITE WITNESS POST AND 37 FEET SOUTHWEST OF THE
 LW3507'CENTER OF THE FIRE TOWER.  THE MONUMENT IS FLUSH AND THE
 LW3507'DISK IS STAMPED CHOPMIST 1937.  1A 7A
 LW3507'
 LW3507'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101
 LW3507'AND 102 ABOUT 1.0 MILE NORTH OF CHOPMIST, GO EAST ON HIGHWAY 101
 LW3507'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 LW3507'AHEAD EAST ON HIGHWAY 101 FOR 0.15 MILE TO THE STATION ON THE
 LW3507'LEFT AS DESCRIBED.
 LW3507'
 LW3507'REFERENCE MARK 3 IS 32 FEET NORTH OF THE NORTHWEST LEG OF THE
 LW3507'FIRE TOWER AND 2 FEET EAST OF THE SOUTHEAST CORNER OF THE FOREST
 LW3507'SERVICE BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LW3507'CHOPMIST NO 3 1937.
 LW3507'
 LW3507'REFERENCE MARK 4 IS 30 FEET NORTHWEST OF THE SOUTHWEST CORNER
 LW3507'OF THE FOREST SERVICE BUILDING, 9 FEET NORTH OF A 10 INCH OAK
 LW3507'TREE AND 4 FEET SOUTH OF A 10 INCH OAK TREE.  THE MONUMENT IS FLUSH
 LW3507'AND THE DISK IS STAMPED CHOPMIST NO 4 1937.
 LW3507'
 LW3507'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 LW3507'101, 9 FEET SOUTHEAST OF A POWER POLE NUMBERED 220 AND 1 FOOT EAST
 LW3507'OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND
 LW3507'THE DISK IS STAMPED CHOPMIST 1937.
 LW3507'
 LW3507'NO MEASUREMENT BETWEEN R.M. 3 AND R.M. 4 BECAUSE OF BUILDINGS
 LW3507'ON LINE.
 LW3507'
 LW3507'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW3507
 LW3507                          STATION RECOVERY (1968)
 LW3507
 LW3507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3507'STATION MARK, AZIMUTH MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED
 LW3507'AND FOUND IN GOOD CONDITION.  A SLIGHT DIFFERENCE WAS FOUND IN
 LW3507'DISTANCE AND DIRECTION TO THE REFERENCE MARKS.  A SECOND SET OF
 LW3507'OBSERVATION WAS TAKEN AND THE RESULTS MEANED.  STATION IS NOW IN
 LW3507'A PARKING AREA AND CHOPMIST 2 WAS ESTABLISHED.  REFERENCE MARK 5
 LW3507'WAS ALSO ESTABLISHED AT THIS TIME.
 LW3507'
 LW3507'A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3507'
 LW3507'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF GREENVILLE, 5
 LW3507'MILES SOUTH OF CHEPACHET, 4-1/2 MILES WEST OF NORTH SCITUATE AND
 LW3507'AT THE FOREST SERVICE BUILDING ON CHOPMIST HILL.
 LW3507'
 LW3507'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND
 LW3507'102 ABOUT 5 MILES SOUTH OF CHEPACHET, GO EAST ON STATE HIGHWAY 101
 LW3507'FOR 0.3 MILE TO THE AZ MK ON THE RIGHT.  CONTINUE AHEAD EAST ON
 LW3507'HIGHWAY 101 FOR 0.15 MILE TO THE CHOPMIST HILL FIRE TOWER, FOREST
 LW3507'SERVICE BUILDING AND STATION ON LEFT AS DESCRIBED.
 LW3507'
 LW3507'STATION MARK, STAMPED CHOPMIST 1937 IS SET IN A CONCRETE POST
 LW3507'WHICH IS ABOUT 4 INCHES BELOW AN ASPHALT SURFACE IN THE PARKING
 LW3507'AREA.  IT IS 72.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 LW3507'FORESTRY BUILDING, 63.7 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 LW3507'CORNER OF FORESTRY BUILDING, 40.2 FEET NORTH OF CENTER OF
 LW3507'HIGHWAY 101, 12.8 FEET EAST OF A CONCRETE CURB AND 11.3 FEET
 LW3507'SOUTH OF A CONCRETE CURB.
 LW3507'
 LW3507'RM 3, STAMPED CHOPMIST NO 3 1937 IS SET IN A SQUARE CONCRETE
 LW3507'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 104 FEET
 LW3507'NORTH OF CENTER OF HIGHWAY 101 AND 1.5 FEET EAST-NORTHEAST OF
 LW3507'THE SOUTHEAST CORNER OF THE FORESTRY BUILDING.  (NOTE 11A)
 LW3507'
 LW3507'RM 4, STAMPED CHOPMIST NO 4 1937 IS SET IN A SQUARE CONCRETE
 LW3507'POST WHICH IS ABOUT 16 INCHES BELOW THE GROUND SURFACE.  IT IS
 LW3507'33.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF FORESTRY BUILDING,
 LW3507'28.6 FEET EAST OF NORTHEAST CORNER OF A GARAGE AND 1 FOOT WEST
 LW3507'OF A STONE AND CONCRETE CURB.  (NOTE 11A)
 LW3507'
 LW3507'RM 5, STAMPED CHOPMIST 2 NO 5 1968 IS SET IN A ROUND CONCRETE
 LW3507'POST WHICH IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 61.5 FEET
 LW3507'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF FORESTRY BUILDING, 40
 LW3507'FEET NORTH OF CENTER OF HIGHWAY 101 AND 7 FEET WEST OF A
 LW3507'CURBING.  (NOTE 11B)
 LW3507'
 LW3507'STATION CHOPMIST 2, STAMPED CHOPMIST 2 1968 IS SET IN A ROUND
 LW3507'CONCRETE POST WHICH IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS
 LW3507'73.4 FEET NORTH OF CENTER OF HIGHWAY 101, 33 FEET SOUTHEAST
 LW3507'OF SOUTHEAST CORNER OF THE FORESTRY BUILDING, 32.4 FEET EAST OF
 LW3507'CENTER OF A SIDEWALK AND 19.9 FEET NORTH OF A CONCRETE
 LW3507'CURB.  (NOTE 1B 7A)
 LW3507'
 LW3507'AZ MK, STAMPED CHOPMIST 1937 IS SET IN A SQUARE CONCRETE POST
 LW3507'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 1.5 FEET
 LW3507'LOWER IN ELEVATION THAN THE HIGHWAY, 31 FEET SOUTH OF CENTER OF
 LW3507'HIGHWAY 101, 9 FEET SOUTHEAST OF A POWER POLE, 1.9 FEET EAST OF A
 LW3507'METAL POST AND 1.5 FEET EAST-SOUTHEAST OF A WOODEN WITNESS
 LW3507'POST.  (NOTE 16A)
 LW3507'
 LW3507'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW3507'
 LW3507'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3507'1-1/2 MILES NORTH OF CHOPMIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3504 ***********************************************************************
 LW3504  DESIGNATION -  CHOPMIST 2
 LW3504  PID         -  LW3504
 LW3504  STATE/COUNTY-  RI/PROVIDENCE
 LW3504  USGS QUAD   -  CLAYVILLE (1975)
 LW3504
 LW3504                         *CURRENT SURVEY CONTROL
 LW3504  ___________________________________________________________________
 LW3504* NAD 83(1996)-  41 50 26.75748(N)    071 40 10.45895(W)     ADJUSTED  
 LW3504* NAVD 88     -       222.0    (meters)     728.     (feet)  VERTCON   
 LW3504  ___________________________________________________________________
 LW3504  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 LW3504  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW3504
 LW3504  HORZ ORDER  -  FIRST
 LW3504
 LW3504.The horizontal coordinates were established by classical geodetic methods
 LW3504.and adjusted by the National Geodetic Survey in August 1998..
 LW3504
 LW3504.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3504
 LW3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3504
 LW3504.The geoid height was determined by GEOID03.
 LW3504
 LW3504;                    North         East     Units Scale Factor Converg.
 LW3504;SPC RI       -    84,136.005    85,915.951   MT  0.99999619   -0 06 47.2
 LW3504;SPC RI       -   276,036.21    281,875.92   sFT  0.99999619   -0 06 47.2
 LW3504;UTM  19      - 4,635,542.653   278,353.103   MT  1.00020457   -1 46 53.4
 LW3504
 LW3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3504!SPC RI       -   0.99996985  x   0.99999619  =   0.99996604
 LW3504!UTM  19      -   0.99996985  x   1.00020457  =   1.00017441
 LW3504
 LW3504:                Primary Azimuth Mark                     Grid Az
 LW3504:SPC RI       -  AIRPORT BCN N CENTRAL ST APT             059 42 34.5
 LW3504:UTM  19      -  AIRPORT BCN N CENTRAL ST APT             061 22 40.7
 LW3504
 LW3504|---------------------------------------------------------------------|
 LW3504| PID    Reference Object                     Distance      Geod. Az  |
 LW3504|                                                           dddmmss.s |
 LW3504| LW2763 AIRPORT BCN N CENTRAL ST APT        APPROX.17.3 KM 0593547.3 |
 LW3504| LW3497 GREENVILLE MUNICIPAL TANK           APPROX.10.2 KM 0753134.9 |
 LW3504| LW3501 NORTH SCITUATE CONG CH SPIRE        APPROX. 6.9 KM 0954953.5 |
 LW3504| LW1446 TUNK                                APPROX.10.6 KM 1564746.8 |
 LW3504| LW3507 CHOPMIST                             12.411 METERS 23315     |
 LW3504| CB7599 CHOPMIST 2 RM 5                      23.487 METERS 26445     |
 LW3504| CB7203 CHOPMIST AZ MK RESET                               2815333.0 |
 LW3504| CB7598 CHOPMIST RM 4                        30.072 METERS 31336     |
 LW3504| LW3505 CHOPMIST HILL FIRE TOWER             58.269 METERS 33848     |
 LW3504| CB7206 CHOPMIST RM 3                        10.055 METERS 35736     |
 LW3504|---------------------------------------------------------------------|
 LW3504
 LW3504                          SUPERSEDED SURVEY CONTROL
 LW3504
 LW3504  NAD 83(1996)-  41 50 26.75708(N)    071 40 10.45869(W) AD(       ) 1
 LW3504  NAD 83(1992)-  41 50 26.75631(N)    071 40 10.45808(W) AD(       ) 1
 LW3504  NAD 83(1992)-  41 50 26.75615(N)    071 40 10.45827(W) AD(       ) 1
 LW3504  NAD 83(1986)-  41 50 26.75635(N)    071 40 10.45755(W) AD(       ) 1
 LW3504  NAD 27      -  41 50 26.39902(N)    071 40 12.21788(W) AD(       ) 1
 LW3504  NGVD 29 (07/19/86)  222.2    (m)          729.     (f) VERT ANG       
 LW3504
 LW3504.Superseded values are not recommended for survey control.
 LW3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3504.See file dsdata.txt to determine how the superseded data were derived.
 LW3504
 LW3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7835335543(NAD 83)
 LW3504_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3504+STABILITY: SURFACE MOTION
 LW3504
 LW3504  HISTORY     - Date     Condition        Report By
 LW3504  HISTORY     - 1968     MONUMENTED       CGS
 LW3504
 LW3504                          STATION DESCRIPTION
 LW3504
 LW3504'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3504'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF GREENVILLE, 5
 LW3504'MILES SOUTH OF CHEPACHET, 4-1/2 MILES WEST OF NORTH SCITUATE AND
 LW3504'AT THE FOREST SERVICE BUILDING ON CHOPMIST HILL.
 LW3504'
 LW3504'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 102 ABOUT 5
 LW3504'MILES SOUTH OF CHEPACHET, GO EAST ON STATE HIGHWAY 101 FOR 0.3
 LW3504'MILE TO THE AZ MK ON THE RIGHT.  CONTINUE AHEAD EAST ON HIGHWAY 101
 LW3504'FOR 0.15 MILE TO THE CHOPMIST HILL FIRE TOWER, FOREST SERVICE
 LW3504'BUILDING AND STATION ON LEFT AS DESCRIBED.
 LW3504'
 LW3504'STATION MARK, STAMPED CHOPMIST 2 1968 IS SET IN A ROUND CONCRETE
 LW3504'POST WHICH IS 2 INCHES BELOW GROUND SURFACE.  IT IS 73.4 FEET
 LW3504'NORTH OF CENTER OF HIGHWAY 101, 33 FEET SOUTHEAST OF SOUTHEAST
 LW3504'CORNER OF THE FORESTRY BUILDING, 32.4 FEET EAST OF CENTER OF A
 LW3504'SIDEWALK AND 19.9 FEET NORTH OF A CONCRETE CURB.
 LW3504'
 LW3504'RM 3, STAMPED CHOPMIST NO 3 1937 IS SET IN A SQUARE CONCRETE POST
 LW3504'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 104 FEET NORTH
 LW3504'OF CENTER OF HIGHWAY 101 AND 1.5 FEET EAST-NORTHEAST OF
 LW3504'SOUTHEAST CORNER OF THE FORESTRY BUILDING.
 LW3504'
 LW3504'RM 4, STAMPED CHOPMIST NO 4 1937 IS SET IN A SQUARE CONCRETE POST
 LW3504'WHICH IS ABOUT 16 INCHES BELOW THE GROUND SURFACE.  IT IS 33.6 FEET
 LW3504'SOUTHWEST OF THE NORTHWEST CORNER OF FORESTRY BUILDING, 28.6 FEET
 LW3504'EAST OF NORTHEAST CORNER OF A GARAGE AND 1 FOOT WEST OF A STONE
 LW3504'AND CONCRETE CURB.
 LW3504'
 LW3504'RM 5, STAMPED CHOPMIST 2 NO 5 1968 IS SET IN A ROUND CONCRETE
 LW3504'POST WHICH IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 61.5 FEET
 LW3504'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF FORESTRY BUILDING, 40
 LW3504'FEET NORTH OF CENTER OF HIGHWAY 101 AND 7 FEET WEST OF A CURBING.
 LW3504'
 LW3504'STATION CHOPMIST, STAMPED CHOPMIST 1937 IS SET IN A CONCRETE POST
 LW3504'WHICH IS ABOUT 4 INCHES BELOW AN ASPHALT SURFACE IN THE PARKING
 LW3504'AREA.  IT IS 63.7 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 LW3504'OF FORESTRY BUILDING, 72.5 FEET SOUTHEAST OF THE SOUTHWEST
 LW3504'CORNER OF FORESTRY BUILDING, 40.2 FEET NORTH OF CENTER OF
 LW3504'HIGHWAY 101, 12.8 FEET EAST OF A CONCRETE CURB AND 11.3 FEET
 LW3504'SOUTH OF A CONCRETE CURB.
 LW3504'
 LW3504'AZ MK, STAMPED CHOPMIST 1937 IS SET IN A SQUARE CONCRETE POST
 LW3504'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 1.5 FEET
 LW3504'LOWER IN ELEVATION THAN THE HIGHWAY, 31 FEET SOUTH OF CENTER OF
 LW3504'HIGHWAY 101, 9 FEET SOUTHEAST OF A POWER POLE, 1.9 FEET EAST OF
 LW3504'A METAL WITNESS POST AND 1.5 FEET EAST-SOUTHEAST OF A WOODEN
 LW3504'WITNESS POST.
 LW3504'
 LW3504'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3505 ***********************************************************************
 LW3505  DESIGNATION -  CHOPMIST HILL FIRE TOWER
 LW3505  PID         -  LW3505
 LW3505  STATE/COUNTY-  RI/PROVIDENCE
 LW3505  USGS QUAD   -  CLAYVILLE (1975)
 LW3505
 LW3505                         *CURRENT SURVEY CONTROL
 LW3505  ___________________________________________________________________
 LW3505* NAD 83(1996)-  41 50 28.51827(N)    071 40 11.37234(W)     ADJUSTED  
 LW3505* NAVD 88     -                                                        
 LW3505  ___________________________________________________________________
 LW3505  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 LW3505  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW3505
 LW3505  HORZ ORDER  -  THIRD
 LW3505
 LW3505.The horizontal coordinates were established by classical geodetic methods
 LW3505.and adjusted by the National Geodetic Survey in August 1998..
 LW3505
 LW3505
 LW3505.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3505
 LW3505.The geoid height was determined by GEOID03.
 LW3505
 LW3505;                    North         East     Units Scale Factor Converg.
 LW3505;SPC RI       -    84,190.372    85,894.985   MT  0.99999620   -0 06 47.8
 LW3505;SPC RI       -   276,214.58    281,807.13   sFT  0.99999620   -0 06 47.8
 LW3505;UTM  19      - 4,635,597.618   278,333.725   MT  1.00020468   -1 46 54.1
 LW3505
 LW3505                          SUPERSEDED SURVEY CONTROL
 LW3505
 LW3505  NAD 83(1996)-  41 50 28.51785(N)    071 40 11.37207(W) AD(       ) 4
 LW3505  NAD 83(1992)-  41 50 28.51714(N)    071 40 11.37147(W) AD(       ) 4
 LW3505  NAD 83(1992)-  41 50 28.51697(N)    071 40 11.37166(W) AD(       ) 4
 LW3505  NAD 83(1986)-  41 50 28.51714(N)    071 40 11.37103(W) AD(       ) 4
 LW3505  NAD 27      -  41 50 28.16231(N)    071 40 13.13922(W) AD(       ) 3
 LW3505
 LW3505.Superseded values are not recommended for survey control.
 LW3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3505.See file dsdata.txt to determine how the superseded data were derived.
 LW3505
 LW3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7833435598(NAD 83)
 LW3505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3505+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 LW3505
 LW3505  HISTORY     - Date     Condition        Report By
 LW3505  HISTORY     - 1968     MONUMENTED       CGS
 LW3505  HISTORY     - 20050111 GOOD             USPSQD
 LW3505
 LW3505                          STATION DESCRIPTION
 LW3505
 LW3505'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3505'THE STATION, SCITUATE CHOPMIST HILL FIRE TOWER, IS THE TOP CENTER
 LW3505'OF THE LOOKOUT HOUSE WHICH IS SUPORTED BY 4 STEEL LEGS AND IS
 LW3505'ABOUT 90 FEET IN HEIGHT.  IT IS ON PROPERTY OWNED AND MANNED BY
 LW3505'RHODE ISLAND STATE FOREST SERVICE.
 LW3505'
 LW3505'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 102 AND
 LW3505'101, (5 MILES SOUTH OF CHEPACHET) GO EAST ON STATE HIGHWAY 101
 LW3505'FOR 0.4 MILE TO THE STATION ON THE LEFT.
 LW3505
 LW3505                          STATION RECOVERY (2005)
 LW3505
 LW3505'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW3505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3506 ***********************************************************************
 LW3506  DESIGNATION -  CHOPMIST RAD STA KCE 706 MAST
 LW3506  PID         -  LW3506
 LW3506  STATE/COUNTY-  RI/PROVIDENCE
 LW3506  USGS QUAD   -  CLAYVILLE (1975)
 LW3506
 LW3506                         *CURRENT SURVEY CONTROL
 LW3506  ___________________________________________________________________
 LW3506* NAD 83(1996)-  41 50 02.00209(N)    071 40 15.29765(W)     ADJUSTED  
 LW3506* NAVD 88     -                                                        
 LW3506  ___________________________________________________________________
 LW3506  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 LW3506  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW3506
 LW3506  HORZ ORDER  -  THIRD
 LW3506
 LW3506.The horizontal coordinates were established by classical geodetic methods
 LW3506.and adjusted by the National Geodetic Survey in August 1998..
 LW3506
 LW3506
 LW3506.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3506
 LW3506.The geoid height was determined by GEOID03.
 LW3506
 LW3506;                    North         East     Units Scale Factor Converg.
 LW3506;SPC RI       -    83,372.457    85,802.796   MT  0.99999623   -0 06 50.4
 LW3506;SPC RI       -   273,531.14    281,504.67   sFT  0.99999623   -0 06 50.4
 LW3506;UTM  19      - 4,634,782.564   278,217.740   MT  1.00020531   -1 46 55.8
 LW3506
 LW3506                          SUPERSEDED SURVEY CONTROL
 LW3506
 LW3506  NAD 83(1996)-  41 50 02.00174(N)    071 40 15.29750(W) AD(       ) 4
 LW3506  NAD 83(1992)-  41 50 02.00090(N)    071 40 15.29691(W) AD(       ) 4
 LW3506  NAD 83(1992)-  41 50 02.00077(N)    071 40 15.29701(W) AD(       ) 4
 LW3506  NAD 83(1986)-  41 50 02.00075(N)    071 40 15.29647(W) AD(       ) 4
 LW3506  NAD 27      -  41 50 01.64222(N)    071 40 17.05763(W) AD(       ) 3
 LW3506
 LW3506.Superseded values are not recommended for survey control.
 LW3506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3506.See file dsdata.txt to determine how the superseded data were derived.
 LW3506
 LW3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7821834783(NAD 83)
 LW3506
 LW3506  HISTORY     - Date     Condition        Report By
 LW3506  HISTORY     - 1958     MONUMENTED       CGS
 LW3506
 LW3506                          STATION DESCRIPTION
 LW3506
 LW3506'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW3506'THE STATION IS THE CENTER OF THE TOP OF THE STATE POLICE RADIO
 LW3506'MAST LOCATED ABOUT 4-1/2 MILES WEST OF NORTH SCITUATE, NEAR THE
 LW3506'JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 102.  IT IS A GUYED
 LW3506'STEEL STRUCTURE 150 FEET HIGH PAINTED IN ALTERNATE SECTIONS OF
 LW3506'INTERNATIONAL RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3033 ***********************************************************************
 LW3033  DESIGNATION -  CHURCH CUPOLA
 LW3033  PID         -  LW3033
 LW3033  STATE/COUNTY-  RI/WASHINGTON
 LW3033  USGS QUAD   -  KINGSTON (1975)
 LW3033
 LW3033                         *CURRENT SURVEY CONTROL
 LW3033  ___________________________________________________________________
 LW3033* NAD 83(1996)-  41 22 27.21423(N)    071 32 26.61194(W)     ADJUSTED  
 LW3033* NAVD 88     -                                                        
 LW3033  ___________________________________________________________________
 LW3033  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 LW3033  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW3033
 LW3033  HORZ ORDER  -  THIRD
 LW3033
 LW3033.The horizontal coordinates were established by classical geodetic methods
 LW3033.and adjusted by the National Geodetic Survey in August 1998..
 LW3033
 LW3033
 LW3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3033
 LW3033.The geoid height was determined by GEOID03.
 LW3033
 LW3033;                    North         East     Units Scale Factor Converg.
 LW3033;SPC RI       -    32,306.672    96,593.024   MT  0.99999389   -0 01 36.9
 LW3033;SPC RI       -   105,992.81    316,905.61   sFT  0.99999389   -0 01 36.9
 LW3033;UTM  19      - 4,583,416.009   287,525.315   MT  1.00015562   -1 40 47.9
 LW3033
 LW3033                          SUPERSEDED SURVEY CONTROL
 LW3033
 LW3033  NAD 83(1996)-  41 22 27.21318(N)    071 32 26.61089(W) AD(       ) 4
 LW3033  NAD 83(1992)-  41 22 27.21287(N)    071 32 26.61121(W) AD(       ) 4
 LW3033  NAD 83(1992)-  41 22 27.21157(N)    071 32 26.61109(W) AD(       ) 4
 LW3033  NAD 83(1986)-  41 22 27.21103(N)    071 32 26.61105(W) AD(       ) 4
 LW3033  NAD 27      -  41 22 26.84400(N)    071 32 28.38800(W) AD(       ) 3
 LW3033
 LW3033.Superseded values are not recommended for survey control.
 LW3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3033.See file dsdata.txt to determine how the superseded data were derived.
 LW3033
 LW3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8752583416(NAD 83)
 LW3033_MARKER: 86 = CUPOLA
 LW3033
 LW3033  HISTORY     - Date     Condition        Report By
 LW3033  HISTORY     - 1913     FIRST OBSERVED   CGS
 LW3033  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW3033  HISTORY     - 1949     SEE DESCRIPTION  CGS
 LW3033  HISTORY     - 1951     MARK NOT FOUND   CGS
 LW3033  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3033  HISTORY     - 20010712 MARK NOT FOUND   USPSQD
 LW3033  HISTORY     - 20040902 MARK NOT FOUND   USPSQD
 LW3033
 LW3033                          STATION DESCRIPTION
 LW3033
 LW3033'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW3033'THE CUPOLA OF THE CHURCH AT MATOONOC BEACH.
 LW3033
 LW3033                          STATION RECOVERY (1934)
 LW3033
 LW3033'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3033'THERE IS PROBABLY AN ERROR IN THIS DESCRIPTION.
 LW3033'
 LW3033'AT MATOONOC BEACH (OR MATUNUCK) THERE IS A COMMUNITY CHAPEL,
 LW3033'(PROTESTANT) BUILT ABOUT 30 YEARS AGO, AND WHICH STANDS A SHORT
 LW3033'DISTANCE N OF THE STATION CARPENTER.  IT HAS NO CUPOLA AND
 LW3033'ACCORDING TO SEVERAL OLD RESIDENTS, IT NEVER DID HAVE A CUPOLA
 LW3033'AND WAS NEVER MOVED.
 LW3033'
 LW3033'NEAR THE COMMUNITY CHAPEL, IS A RECENTLY BUILT ROMAN CATHOLIC
 LW3033'CHAPEL.  IT ALSO HAS NO CUPOLA.  I FOUND TWO RELIABLE
 LW3033'AUTHORITIES, WHO WERE POSITIVE, THAT THERE HAS NEVER BEEN ANY
 LW3033'OTHER BUILDING AT MATUNUCK BEACH WHICH COULD HAVE BEEN DESCRIBED
 LW3033'AS A CHURCH.
 LW3033'
 LW3033'AT THE GEOGRAPHIC POSITION GIVEN, NAMELY, A LITTLE TO THE NW
 LW3033'OF STATION ROCK, THERE IS A HOUSE WITH WHAT MIGHT BE CALLED A
 LW3033'CUPOLA.  THE BUILDING HAS NO RESEMBLANCE TO A CHURCH, AND SO FAR
 LW3033'I CAN LEARN FROM OLD-TIMERS, IT NEVER WAS SO USED.  IT MAY BE THE
 LW3033'STATION.
 LW3033
 LW3033                          STATION RECOVERY (1949)
 LW3033
 LW3033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 LW3033'DESCRIPTION IS INADEQUATE.  WHAT MAY BE THE STATION IS A THREE-STORY
 LW3033'BROWN-SHINGLED WOODEN BUILDING.  IT IS NOT A CHURCH, BUT DOES HAVE
 LW3033'A TOWER-LIKE PROJECTION IN ITS APPROXIMATE CENTER.  THE TOWER HAS
 LW3033'A GABLE AND ALSO A WINDOW IN EACH OF THE CARDINAL DIRECTIONS.
 LW3033
 LW3033                          STATION RECOVERY (1951)
 LW3033
 LW3033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (SVG)
 LW3033'THE POINT IDENTIFIED ON THE PHOTOGRAPHS IN CONJUNCTION WITH THE
 LW3033'RECOVERY IN 1949 BY E.R. MCC. COULD NOT BE HELD IN THE
 LW3033'COMPILATION OF SHORELINE SURVEY T-5095.  THE PUBLISHED GEOGRAPHIC
 LW3033'POSITION PLOTS APPROXIMATELY 40 METERS NE OF THE RECOVERED POINT
 LW3033'AND FALLS AT THE APPROXIMATE CENTER OF ANOTHER BUILDING.  SINCE
 LW3033'THIS LATTER BUILDING HAS NO CUPOLA-LIKE FEATURES, IT IS
 LW3033'RECOMMENDED THAT THIS STATION BE REGARDED AS LOST.
 LW3033
 LW3033                          STATION RECOVERY (1954)
 LW3033
 LW3033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3033'THE 1949 RECOVERY NOTE BY E.R.MCC. IS VERIFIED.
 LW3033
 LW3033                          STATION RECOVERY (2001)
 LW3033
 LW3033'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3033'MARK NOT FOUND.
 LW3033
 LW3033                          STATION RECOVERY (2004)
 LW3033
 LW3033'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJM)
 LW3033'VERIFIED 1949 RECOVERY NOTE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2169 ***********************************************************************
 LW2169  DESIGNATION -  CHURCH POINT 3
 LW2169  PID         -  LW2169
 LW2169  STATE/COUNTY-  RI/NEWPORT
 LW2169  USGS QUAD   -  TIVERTON (1975)
 LW2169
 LW2169                         *CURRENT SURVEY CONTROL
 LW2169  ___________________________________________________________________
 LW2169* NAD 83(1996)-  41 30 09.54067(N)    071 12 19.42944(W)     ADJUSTED  
 LW2169* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 LW2169  ___________________________________________________________________
 LW2169  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LW2169  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW2169
 LW2169  HORZ ORDER  -  THIRD
 LW2169
 LW2169.The horizontal coordinates were established by classical geodetic methods
 LW2169.and adjusted by the National Geodetic Survey in August 1998..
 LW2169
 LW2169.The orthometric height was scaled from a topographic map.
 LW2169
 LW2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2169
 LW2169.The geoid height was determined by GEOID03.
 LW2169
 LW2169;                    North         East     Units Scale Factor Converg.
 LW2169;SPC RI       -    46,610.765   124,597.073   MT  1.00000119   +0 11 42.8
 LW2169;SPC RI       -   152,922.15    408,782.23   sFT  1.00000119   +0 11 42.8
 LW2169;SPC MA M     -   805,871.984   224,598.104   MT  1.00003820   +0 11 52.4
 LW2169;SPC MA M     - 2,643,931.67    736,868.95   sFT  1.00003820   +0 11 52.4
 LW2169;UTM  19      - 4,596,906.514   315,933.334   MT  1.00001696   -1 27 42.6
 LW2169
 LW2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2169!SPC RI       -   1.00000283  x   1.00000119  =   1.00000402
 LW2169!SPC MA M     -   1.00000283  x   1.00003820  =   1.00004103
 LW2169!UTM  19      -   1.00000283  x   1.00001696  =   1.00001979
 LW2169
 LW2169:                Primary Azimuth Mark                     Grid Az
 LW2169:SPC RI       -  ALMYS H HOUSE CHIMNEY                    010 39 50.9
 LW2169:SPC MA M     -  ALMYS H HOUSE CHIMNEY                    010 39 41.3
 LW2169:UTM  19      -  ALMYS H HOUSE CHIMNEY                    012 19 16.3
 LW2169
 LW2169|---------------------------------------------------------------------|
 LW2169| PID    Reference Object                     Distance      Geod. Az  |
 LW2169|                                                           dddmmss.s |
 LW2169| LW2192 ALMYS H HOUSE CHIMNEY               APPROX. 4.2 KM 0105133.7 |
 LW2169| LW2172 SCHERERS HOUSE NORTH CHIMNEY        APPROX. 1.9 KM 0283705.9 |
 LW2169| LW2168 ROPES BARN NORTH CUPOLA             APPROX. 0.6 KM 0830052.7 |
 LW2169| LW2823 CHEATHAMS HOUSE NORTH GABLE         APPROX. 1.0 KM 1314412.4 |
 LW2169| LW2804 WHITE BARN CUPOLA                   APPROX. 5.0 KM 1480910.4 |
 LW2169| LW2816 GARDNERS DR HOUSE S CHIMNEY         APPROX. 5.0 KM 1554603.3 |
 LW2169| LW2814 GOLF CLUB FLAGPOLE                  APPROX. 3.9 KM 1601518.6 |
 LW2169| LW2800 WINDMILL ON TANK                    APPROX. 4.6 KM 1683924.5 |
 LW2169| LW2815 HOTEL LYMAN SPIRE                   APPROX. 4.5 KM 1694401.0 |
 LW2169| LW2818 EAST ROCK                           APPROX. 5.8 KM 1700734.4 |
 LW2169| LW2795 NORTH GABLE S END LONG SHACK        APPROX. 4.0 KM 2305407.2 |
 LW2169| LW2793 NORTH SILO                          APPROX. 4.0 KM 2324806.6 |
 LW2169| LW2792 SACHUSET NECK CHIMNEY ON SHACK      APPROX. 4.2 KM 2383809.4 |
 LW2169| CB7628 COPPER BOLT REF MARK                               24852     |
 LW2169| LW2167 RECTANGULAR BARN WEATHER VANE       APPROX. 3.6 KM 2755908.0 |
 LW2169| LW2165 SQUARE YELLOW HOUSE CUPOLA          APPROX. 3.3 KM 2924645.5 |
 LW2169| LW2463 BLACK TANK                          APPROX. 5.3 KM 3023431.3 |
 LW2169| LW2170 BROWN WATER TANK                    APPROX. 3.7 KM 3184241.6 |
 LW2169| LW2161 NORMANS HOUSE EAST CHIMNEY          APPROX. 3.4 KM 3250654.3 |
 LW2169| LW2162 FLAGPOLE                            APPROX. 3.4 KM 3251119.6 |
 LW2169| LW2388 DUTCH WINDMILL                      APPROX. 8.1 KM 3293030.8 |
 LW2169| LW2174 VANDERBILT ESTATE GRAY TOWER        APPROX. 6.0 KM 3295747.3 |
 LW2169| LW2186 POWERHOUSE STACK                    APPROX.12.0 KM 3453031.5 |
 LW2169| CB7602 CHURCH POINT 3 RM                                  35815     |
 LW2169|---------------------------------------------------------------------|
 LW2169
 LW2169                          SUPERSEDED SURVEY CONTROL
 LW2169
 LW2169  NAD 83(1996)-  41 30 09.54059(N)    071 12 19.42904(W) AD(       ) 3
 LW2169  NAD 83(1992)-  41 30 09.53881(N)    071 12 19.42876(W) AD(       ) 3
 LW2169  NAD 83(1992)-  41 30 09.53861(N)    071 12 19.42849(W) AD(       ) 3
 LW2169  NAD 83(1986)-  41 30 09.53899(N)    071 12 19.42663(W) AD(       ) 3
 LW2169  NAD 27      -  41 30 09.17000(N)    071 12 21.26100(W) AD(       ) 3
 LW2169
 LW2169.Superseded values are not recommended for survey control.
 LW2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2169.See file dsdata.txt to determine how the superseded data were derived.
 LW2169
 LW2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1593396907(NAD 83)
 LW2169_MARKER: Z = SEE DESCRIPTION
 LW2169_SETTING: 0 = UNSPECIFIED SETTING
 LW2169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2169
 LW2169  HISTORY     - Date     Condition        Report By
 LW2169  HISTORY     - 1917     MONUMENTED       CGS
 LW2169  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2169  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2169  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2169  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2169
 LW2169                          STATION DESCRIPTION
 LW2169
 LW2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (RPS)
 LW2169'STATION IS ON THE E SHORE OF THE SAKONNET RIVER, ABOUT 300 METERS
 LW2169'ABOVE CHURCH POINT, ON A RIDGE ABOVE THE SHORE AND DUE W OF
 LW2169'MR. YOUNGS BARN.  THE SURFACE MARK IS A STANDARD DISK SET IN
 LW2169'CONCRETE IN THE TOP OF A TILE, WHICH IS EMBEDDED IN THE
 LW2169'GROUND.  THE UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING
 LW2169'AT THE CENTER OF ITS UPPER SURFACE A STANDARD DISK.  THE
 LW2169'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE IN THE TOP OF A
 LW2169'TILE WHICH IS EMBEDDED IN THE GROUND.  TWO OLDER STATIONS IN
 LW2169'THIS VICINITY, NOW LOST, ARE CHURCH POINT AND CHURCH POINT
 LW2169'2.
 LW2169
 LW2169                          STATION RECOVERY (1934)
 LW2169
 LW2169'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2169'DESCRIPTION SHOULD HAVE ADDED--IN AN OPEN SPACE IN THE STONE WALL
 LW2169'ALONG THE SHORE.  STATION MARKS AND REFERENCES RECOVERED AS
 LW2169'MARKED AND DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 LW2169
 LW2169                          STATION RECOVERY (1934)
 LW2169
 LW2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2169'THE STATION IS LOCATED ON THE E SHORE OF THE SAKONNET RIVER,
 LW2169'ABOUT 300 METERS ABOVE CHURCH POINT, ON A RIDGE ABOVE THE SHORE
 LW2169'AND DUE W OF MR. YOUNGS BARN.  A LARGE SUMMER HOME IS LOCATED
 LW2169'ABOUT 75 METERS NE OF THE STATION.
 LW2169'
 LW2169'THE STATION IS MARKED ACCORDING TO NOTES 6A AND 7A.
 LW2169'
 LW2169'THE REFERENCE MARK IS DESCRIBED IN NOTE 13A.
 LW2169
 LW2169                          STATION RECOVERY (1935)
 LW2169
 LW2169'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2169'FOUND A STANDARD DISK SET IN THE TOP OF A CONCRETE CYLINDER
 LW2169'ACCORDING TO NOTE 1B.
 LW2169'
 LW2169'THE DISK IS FLUSH WITH THE GROUND ABOUT 3 YARDS E OF A STONE WALL
 LW2169'WHICH PARALLELS THE E SHORE OF THE SAKONNET RIVER AT THE TOP OF A
 LW2169'HIGH BANK OR BLUFF.
 LW2169'
 LW2169'THE STATION IS ABOUT 100 YARDS SW OF THE SW CORNER OF THE MAIN
 LW2169'PORTION OF A NEW 2 1/2-STORY BRICK HOUSE WITH A GABLE ROOF.  THE
 LW2169'HOUSE HAS VARIOUS AND SUNDRY ATTACHED ELLS AND GARAGES (SHINGLED)
 LW2169'AND IS INDIVIDUAL IN THAT THE CHIMNEY ABOVE THE N ELL HAS TWO
 LW2169'BLACK CHIMNEY POTS.
 LW2169'
 LW2169'THE STATION IS ABOUT 110 YARDS N OF A STONE WALL RUNNING E AND
 LW2169'W, AND ABOUT 200 YARDS S OF A SECOND WALL RUNNING IN THE SAME
 LW2169'DIRECTION.  IT IS ABOUT 300 METERS N OF CHURCH POINT.
 LW2169'
 LW2169'FOUND NO REFERENCE MARK.
 LW2169'
 LW2169'UNCERTAIN WHETHER STATION FOUND IS CHURCH POINT 2 OR CHURCH POINT
 LW2169'3 (1869).
 LW2169
 LW2169                          STATION RECOVERY (1954)
 LW2169
 LW2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2169'STATION LOST.  A SEARCH WAS MADE FOR THIS STATION BY TWO MEN FOR
 LW2169'TWO HOURS, AND IT COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2191 ***********************************************************************
 LW2191  DESIGNATION -  CHURCHS ESTATE YELLOW TOWER
 LW2191  PID         -  LW2191
 LW2191  STATE/COUNTY-  RI/NEWPORT
 LW2191  USGS QUAD   -  TIVERTON (1975)
 LW2191
 LW2191                         *CURRENT SURVEY CONTROL
 LW2191  ___________________________________________________________________
 LW2191* NAD 83(1996)-  41 37 02.16478(N)    071 12 38.31507(W)     ADJUSTED  
 LW2191* NAVD 88     -                                                        
 LW2191  ___________________________________________________________________
 LW2191  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 LW2191  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW2191
 LW2191  HORZ ORDER  -  THIRD
 LW2191
 LW2191.The horizontal coordinates were established by classical geodetic methods
 LW2191.and adjusted by the National Geodetic Survey in August 1998..
 LW2191
 LW2191
 LW2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2191
 LW2191.The geoid height was determined by GEOID03.
 LW2191
 LW2191;                    North         East     Units Scale Factor Converg.
 LW2191;SPC RI       -    59,339.224   124,116.421   MT  1.00000090   +0 11 31.8
 LW2191;SPC RI       -   194,682.10    407,205.29   sFT  1.00000090   +0 11 31.8
 LW2191;SPC MA M     -   818,600.750   224,116.900   MT  1.00001603   +0 11 39.7
 LW2191;SPC MA M     - 2,685,692.63    735,290.20   sFT  1.00001603   +0 11 39.7
 LW2191;UTM  19      - 4,609,643.759   315,821.365   MT  1.00001746   -1 28 07.0
 LW2191
 LW2191                          SUPERSEDED SURVEY CONTROL
 LW2191
 LW2191  NAD 83(1996)-  41 37 02.16467(N)    071 12 38.31499(W) AD(       ) 4
 LW2191  NAD 83(1992)-  41 37 02.16302(N)    071 12 38.31418(W) AD(       ) 4
 LW2191  NAD 83(1992)-  41 37 02.16261(N)    071 12 38.31369(W) AD(       ) 4
 LW2191  NAD 83(1986)-  41 37 02.16309(N)    071 12 38.31201(W) AD(       ) 4
 LW2191  NAD 27      -  41 37 01.79000(N)    071 12 40.14500(W) AD(       ) 3
 LW2191
 LW2191.Superseded values are not recommended for survey control.
 LW2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2191.See file dsdata.txt to determine how the superseded data were derived.
 LW2191
 LW2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1582109644(NAD 83)
 LW2191
 LW2191  HISTORY     - Date     Condition        Report By
 LW2191  HISTORY     - 1917     MONUMENTED       CGS
 LW2191  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2191  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2191
 LW2191                          STATION DESCRIPTION
 LW2191
 LW2191'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2191'THIS TOWER IS ON THE E SIDE OF THE SAKONNET RIVER, A LITTLE OVER 1/2
 LW2191'MILE S OF STONE BRIDGE, AT THE NORTHERN END OF A PENINSULA LYING W
 LW2191'OF NANNAQUAKET POND.  IT IS ALMOST IN LINE WITH THE ROAD WHICH
 LW2191'CROSSES A SMALL BRIDGE FROM THE MAINLAND TO THE PENINSULA.
 LW2191'
 LW2191'THE ESTATE ON WHICH IT IS LOCATED WAS FORMERLY CALLED NANNAQUAKETT,
 LW2191'AND IS NOW OWNED BY THE ROMAN CATHOLIC CHURCH, AND OCCUPIED BY THE
 LW2191'SISTERS OF THE HOLY UNION OF THE SACRED HEART OF FALL RIVER,
 LW2191'MASSACHUSETTS.
 LW2191'
 LW2191'THE TOWER IS 8-SIDED, SHINGLED AND PAINTED YELLOW, AND STANDS
 LW2191'W OF THE GARAGE.
 LW2191
 LW2191                          STATION RECOVERY (1954)
 LW2191
 LW2191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2191'TOWER RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION IS
 LW2191'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0941 ***********************************************************************
 LW0941  DESIGNATION -  CLAYHEAD
 LW0941  PID         -  LW0941
 LW0941  STATE/COUNTY-  RI/WASHINGTON
 LW0941  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0941
 LW0941                         *CURRENT SURVEY CONTROL
 LW0941  ___________________________________________________________________
 LW0941* NAD 83(1996)-  41 12 43.90671(N)    071 33 38.72521(W)     ADJUSTED  
 LW0941* LOCAL TIDAL -        43.081  (meters)     141.34   (feet)  ADJ UNCH  
 LW0941  ___________________________________________________________________
 LW0941  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 LW0941  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW0941
 LW0941  HORZ ORDER  -  SECOND
 LW0941  VERT ORDER  -  SECOND    CLASS 0
 LW0941
 LW0941.The horizontal coordinates were established by classical geodetic methods
 LW0941.and adjusted by the National Geodetic Survey in August 1998..
 LW0941
 LW0941.The orthometric height was key entered from printed documents
 LW0941.and not key verified.
 LW0941
 LW0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0941
 LW0941.The geoid height was determined by GEOID03.
 LW0941
 LW0941;                    North         East     Units Scale Factor Converg.
 LW0941;SPC RI       -    14,312.796    94,904.659   MT  0.99999407   -0 02 24.1
 LW0941;SPC RI       -    46,957.90    311,366.37   sFT  0.99999407   -0 02 24.1
 LW0941;UTM  19      - 4,565,475.220   285,319.036   MT  1.00016725   -1 41 16.1
 LW0941
 LW0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0941!SPC RI       -   0.99999805  x   0.99999407  =   0.99999212
 LW0941!UTM  19      -   0.99999805  x   1.00016725  =   1.00016530
 LW0941
 LW0941|---------------------------------------------------------------------|
 LW0941| PID    Reference Object                     Distance      Geod. Az  |
 LW0941|                                                           dddmmss.s |
 LW0941| CB7609 CLAYHEAD RM 3                         9.840 METERS 09009     |
 LW0941| CB7610 CLAYHEAD WM 4                        10.560 METERS 10748     |
 LW0941| CB7611 CLAYHEAD WM 5                        18.760 METERS 14957     |
 LW0941| LW3132 WIRELESS MAST                       APPROX. 6.6 KM 1723518.2 |
 LW0941| LW3151 SIGNAL TOWER SE LIGHTHOUSE          APPROX. 6.6 KM 1733609.4 |
 LW0941| LW3142 INNER RED LIGHT                     APPROX. 4.3 KM 1741411.0 |
 LW0941| LW3129 SPRINGHOUSE CUPOLA                  APPROX. 4.9 KM 1741515.7 |
 LW0941| LW3134 HIGHLAND HOUSE CUPOLA               APPROX. 5.0 KM 1772129.3 |
 LW0941| LW3137 NEW SHOREHAM LIFE SAV STA FLAG      APPROX. 4.0 KM 1814334.7 |
 LW0941| LW3127 WINDMILL                            APPROX. 6.1 KM 1851838.1 |
 LW0941| LW3135 SEARLES FLAGSTAFF                   APPROX. 1.1 KM 1872854.3 |
 LW0941| LW3124 HYGEA HOTEL CUPOLA                  APPROX. 4.0 KM 1915741.9 |
 LW0941| LW3125 WEATHER BUREAU SIGNAL TOWER         APPROX. 3.9 KM 1921341.3 |
 LW0941| LW3162 BLOCK ISLAND ECC                    APPROX. 4.8 KM 2121611.6 |
 LW0941| LW3123 BAPTIST CHURCH STEEPLE              APPROX. 6.0 KM 2144606.9 |
 LW0941| LW0942 CLAYHEAD RM 6                        10.293 METERS 26210     |
 LW0941| CB7607 CLAYHEAD RM 1                        31.350 METERS 27001     |
 LW0941| LW3111 SANDY PT LIFE SAVING STA LO         APPROX. 2.3 KM 3251703.7 |
 LW0941| LW3112 SANDY PT LIFE SAVING STA FLAG       APPROX. 2.3 KM 3254821.9 |
 LW0941| CB7608 CLAYHEAD RM 2                         9.530 METERS 33933     |
 LW0941| CB7612 CLAYHEAD RM 7                         9.430 METERS 34006     |
 LW0941|---------------------------------------------------------------------|
 LW0941
 LW0941                          SUPERSEDED SURVEY CONTROL
 LW0941
 LW0941  NAD 83(1996)-  41 12 43.90494(N)    071 33 38.72398(W) AD(       ) 2
 LW0941  NAD 83(1992)-  41 12 43.90491(N)    071 33 38.72403(W) AD(       ) 2
 LW0941  NAD 83(1992)-  41 12 43.90419(N)    071 33 38.72464(W) AD(       ) 2
 LW0941  NAD 83(1986)-  41 12 43.90774(N)    071 33 38.72031(W) AD(       ) 2
 LW0941  NAD 27      -  41 12 43.53600(N)    071 33 40.52100(W) AD(       ) 2
 LW0941
 LW0941.Superseded values are not recommended for survey control.
 LW0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0941.See file dsdata.txt to determine how the superseded data were derived.
 LW0941
 LW0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8531965475(NAD 83)
 LW0941_MARKER: DS = TRIANGULATION STATION DISK
 LW0941_SETTING: 80 = SET IN A BOULDER
 LW0941_SP_SET: BOULDER
 LW0941_STAMPING: CLAYHEAD 1911
 LW0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0941+STABILITY: SURFACE MOTION
 LW0941
 LW0941  HISTORY     - Date     Condition        Report By
 LW0941  HISTORY     - 1911     MONUMENTED       CGS
 LW0941  HISTORY     - 1940     GOOD             CGS
 LW0941  HISTORY     - 1943     GOOD             CGS
 LW0941  HISTORY     - 1943     GOOD             NGS
 LW0941
 LW0941                          STATION DESCRIPTION
 LW0941
 LW0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (WMS)
 LW0941'STATION IS ON CLAY HEAD, IN THE NORTHEASTERN PART OF BLOCK
 LW0941'ISLAND, ABOUT 2-3/4 MILES TO THE NORTHWARD OF THE EASTERN
 LW0941'HARBOR, 1 MILE S OF GROVE POINT, 1/3 MILE W OF BALLS POINT,
 LW0941'AND 50 METERS S OF A PRIVATE ROAD LEADING ALONG THE S SIDE OF
 LW0941'BUSH HILL.  THE STATION IS 9 METERS S OF THE RUINS OF A
 LW0941'BURNED BUILDING AND 10 METERS W OF A N AND S FENCE, AND IS
 LW0941'MARKED BY A STANDARD BRASS DISK, SET IN THE TOP OF A GRANITE
 LW0941'POST, 14 BY 21 INCHES, WHICH PROJECTS ABOUT 4 INCHES ABOVE
 LW0941'THE GROUND.  A SUBSURFACE MARK, A DRILL HOLE WITHIN A
 LW0941'TRIANGLE CUT ON A FLAT STONE, IS BURIED AT A DEPTH OF ABOUT 3
 LW0941'FEET.  FIVE REFERENCE MARKS ARE, RESPECTIVELY,
 LW0941'31.35 METERS (102.85 FEET) W BY S, 9.53 METERS (31.27
 LW0941'FEET) N BY W, 9.84 METERS (32.28 FEET) E BY S, 10.60
 LW0941'METERS (34.78 FEET) SE BY E, AND 18.76 METERS (61.55 FEET)
 LW0941'SSE FROM THE STATION, AND ARE MARKED, RESPECTIVELY, BY A
 LW0941'SQUARE, A LETTER X, A CROSS, A TRIANGLE, AND A Y, CUT IN
 LW0941'BOULDERS.
 LW0941
 LW0941                          STATION RECOVERY (1940)
 LW0941
 LW0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0941'THE STATION WAS RECOVERED IN GOOD CONDITION.  TWO NEW REFERENCE
 LW0941'MARKS WERE ESTABLISHED AND NUMBERED 6 AND 7.  SOME OF THE OLD
 LW0941'REFERENCE MARKS HAVE BEEN DESTROYED BUT 2 OF THEM ARE STILL
 LW0941'GOOD AND ARE CALLED WITNESS MARKS NO. 4 AND 5 IN THE NEW
 LW0941'DESCRIPTION THAT FOLLOWS.
 LW0941'
 LW0941'THE STATION IS ON BLOCK ISLAND ON CLAYHEAD, 1 MILE SOUTH OF
 LW0941'GROVE POINT, ON A KNOLL ABOUT 150 YARDS SOUTHEAST OF THE
 LW0941'HIGHEST PART OF BUSH HILL, AND ABOUT 200 YARDS SOUTHWEST OF A
 LW0941'LONE WHITE 2-1/2 STORY FARMHOUSE.  IT IS 33 FEET WEST OF A T
 LW0941'FENCE CORNER IN LINE WITH THE BASE OF THE T WHICH EXTENDS TO
 LW0941'THE EAST.  IT IS 36 FEET SOUTH OF THE CENTER OF AN OLD
 LW0941'CELLAR.  THE DISK, NOTE 2A, IS STAMPED CLAYHEAD 1911.
 LW0941'
 LW0941'TO REACH THE STATION FROM THE POSTOFFICE DRIVE ON THE MAIN
 LW0941'PAVED ROAD TOWARD THE NORTH END OF THE ISLAND FOR 2.2 MILES, PASS
 LW0941'MOTTS GARAGE AND CONTINUE AHEAD FOR 1.2 MILES TO TOP OF THE
 LW0941'HILL, THEN TURN RIGHT OFF THE PAVEMENT AT THE RUINS OF A STONE
 LW0941'HOUSE AND DRIVE EAST 0.35 MILE, THEN BEAR RIGHT PAST THE SOUTH
 LW0941'SIDE OF THE LONE HOUSE AND DRIVE SOUTH 0.15 MILE, THEN TURN
 LW0941'RIGHT AND DRIVE WEST UP THE HILL 0.1 MILE THROUGH THE STONE
 LW0941'FENCE, THEN TURN LEFT AND DRIVE SOUTH 50 YARDS TO THE STATION.
 LW0941'
 LW0941'REFERENCE MARK NO. 6 IS 33.74 FEET, 10.283 METERS, HORIZONTAL
 LW0941'DISTANCE, WEST OF THE STATION.  THE DISK, NOTE 12A, IS SET IN
 LW0941'A ROCK ABOUT 1 FOOT IN DIAMETER AND PROJECTING ABOUT 6 INCHES
 LW0941'ABOVE THE GROUND.  THE DISK IS STAMPED CLAYHEAD NO 6 1940.
 LW0941'
 LW0941'REFERENCE MARK NO. 7 IS 30.93 FEET, 9.430 METERS, HORIZONTAL
 LW0941'DISTANCE, NORTH-NORTHWEST OF THE STATION IN A ROCK 1 BY 2 FEET
 LW0941'WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  THE DISK, NOTE 12A, IS
 LW0941'STAMPED CLAYHEAD NO 7 1940.
 LW0941'
 LW0941'WITNESS MARK NO. 4 IS 34.65 FEET, 10.560 METERS, SLOPE
 LW0941'DISTANCE, EAST-SOUTHEAST OF THE STATION.  IT IS A HOLE
 LW0941'SURROUNDED BY A TRIANGLE CUT IN THE SURFACE OF A LARGE ROCK
 LW0941'IN THE NORTH-SOUTH STONE FENCE.
 LW0941'
 LW0941'WITNESS MARK NO. 5 IS 18.76 METERS SOUTHEAST OF THE STATION
 LW0941'AND IS A Y CUT IN A LARGE ROCK IN THE NORTH-SOUTH STONE FENCE.
 LW0941'
 LW0941'THE BEST AZIMUTH MARK FOR THIS STATION IS THE BLOCK ISLAND
 LW0941'NORTH LIGHTHOUSE.  IT IS ABOUT 1.2 MILES NORTHWEST OF THE
 LW0941'STATION.  THE FINIAL OVER THE LIGHT WAS OBSERVED UPON.
 LW0941'
 LW0941'A 4-FOOT STAND WILL SEE A 4-FOOT STAND AT SOUTHWEST 1911.  A
 LW0941'10-FOOT STAND AT PAINE 1874.  A 4-FOOT STAND AT SANDY HILL
 LW0941'1911.  AND AN 8-FOOT STAND AT BLOCK ISLAND ECC. 1932.
 LW0941'
 LW0941'NOTE--THE DISTANCE TO WITNESS MARK NO. 5 IS TAKEN FROM THE
 LW0941'ORIGINAL DESCRIPTION.  THIS DISTANCE MAY BE 59.30 FEET.
 LW0941
 LW0941                          STATION RECOVERY (1943)
 LW0941
 LW0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0941'STATION IS ABOUT 1-1/4 MILES SE OF BLOCK ISLAND NORTH
 LW0941'LIGHTHOUSE, ON CLAYHEAD, AND ABOUT 150 YARDS SE OF THE
 LW0941'HIGHEST POINT OF BUSH HILL WHICH IS THE HIGHEST IN THE
 LW0941'VICINITY.  IT IS 7 FEET N OF THE PROJECTED PLANE OF THE N
 LW0941'WALL OF THE S ONE OF TWO CONCRETE FIRE CONTROL TOWERS, 3 FEET
 LW0941'E OF THE PROJECTED PLANE OF THE E WALL OF THE SAME TOWER.  THE
 LW0941'MARK IS DESCRIBED BY NOTE 4, IS FLUSH WITH THE GROUND, AND IS
 LW0941'STAMPED CLAYHEAD 1911.
 LW0941
 LW0941                          STATION RECOVERY (1943)
 LW0941
 LW0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0941'AT BLOCK ISLAND.
 LW0941'ON BLOCK ISLAND, NEWPORT COUNTY, ABOUT 1-1/4 MILES SOUTHEAST OF
 LW0941'BLOCK ISLAND NORTH LIGHTHOUSE, ON CLAY HEAD, 150 YARDS SOUTHEAST
 LW0941'OF THE HIGHEST POINT OF BUSH HILL, 7 FEET NORTH OF THE PROJECTED
 LW0941'PLANE OF THE NORTH WALL OF THE SOUTH ONE OF TWO CONCRETE
 LW0941'FIRE-CONTROL BUILDINGS, 3 FEET EAST OF THE PROJECTED PLANE OF THE
 LW0941'EAST WALL, AND IN THE TOP OF A BOULDER FLUSH WITH THE GROUND.  A
 LW0941'STANDARD TRIANGULATION-STATION DISK, STAMPED CLAYHEAD 1911.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0942 ***********************************************************************
 LW0942  DESIGNATION -  CLAYHEAD RM 6
 LW0942  PID         -  LW0942
 LW0942  STATE/COUNTY-  RI/WASHINGTON
 LW0942  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0942
 LW0942                         *CURRENT SURVEY CONTROL
 LW0942  ___________________________________________________________________
 LW0942* NAD 83(1996)-  41 12 43.86123(N)    071 33 39.16292(W)     ADJUSTED  
 LW0942* LOCAL TIDAL -        42.774  (meters)     140.33   (feet)  ADJ UNCH  
 LW0942  ___________________________________________________________________
 LW0942  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 LW0942  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW0942
 LW0942  HORZ ORDER  -  THIRD
 LW0942  VERT ORDER  -  SECOND    CLASS 0
 LW0942
 LW0942.The horizontal coordinates were established by classical geodetic methods
 LW0942.and adjusted by the National Geodetic Survey in August 1998..
 LW0942
 LW0942.The orthometric height was key entered from printed documents
 LW0942.and not key verified.
 LW0942
 LW0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0942
 LW0942.The geoid height was determined by GEOID03.
 LW0942
 LW0942;                    North         East     Units Scale Factor Converg.
 LW0942;SPC RI       -    14,311.400    94,894.462   MT  0.99999407   -0 02 24.4
 LW0942;SPC RI       -    46,953.32    311,332.91   sFT  0.99999407   -0 02 24.4
 LW0942;UTM  19      - 4,565,474.117   285,308.801   MT  1.00016730   -1 41 16.4
 LW0942
 LW0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0942!SPC RI       -   0.99999810  x   0.99999407  =   0.99999217
 LW0942!UTM  19      -   0.99999810  x   1.00016730  =   1.00016540
 LW0942
 LW0942|---------------------------------------------------------------------|
 LW0942| PID    Reference Object                     Distance      Geod. Az  |
 LW0942|                                                           dddmmss.s |
 LW0942| LW3138 B 6/3 S 6/3                          76.914 METERS 00000     |
 LW0942| CB7612 CLAYHEAD RM 7                        12.422 METERS 03412     |
 LW0942| LW0941 CLAYHEAD                             10.293 METERS 08210     |
 LW0942| LW3155 B 10/9 S 10/9 1943                    8.016 METERS 10746     |
 LW0942| LW3113 BLOCK IS NORTH LIGHTHOUSE           APPROX. 2.1 KM 3234734.2 |
 LW0942|---------------------------------------------------------------------|
 LW0942
 LW0942                          SUPERSEDED SURVEY CONTROL
 LW0942
 LW0942  NAD 83(1996)-  41 12 43.85946(N)    071 33 39.16169(W) AD(       ) 3
 LW0942  NAD 83(1992)-  41 12 43.85943(N)    071 33 39.16174(W) AD(       ) 3
 LW0942  NAD 83(1992)-  41 12 43.85871(N)    071 33 39.16235(W) AD(       ) 3
 LW0942  NAD 83(1986)-  41 12 43.86227(N)    071 33 39.15793(W) AD(       ) 3
 LW0942  NAD 27      -  41 12 43.49100(N)    071 33 40.95800(W) AD(       ) 3
 LW0942
 LW0942.Superseded values are not recommended for survey control.
 LW0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0942.See file dsdata.txt to determine how the superseded data were derived.
 LW0942
 LW0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8530965474(NAD 83)
 LW0942_MARKER: DR = REFERENCE MARK DISK
 LW0942_SETTING: 80 = SET IN A BOULDER
 LW0942_SP_SET: BOULDER
 LW0942_STAMPING: CLAYHEAD NO 6 1940
 LW0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0942+STABILITY: SURFACE MOTION
 LW0942
 LW0942  HISTORY     - Date     Condition        Report By
 LW0942  HISTORY     - 1940     MONUMENTED       CGS
 LW0942  HISTORY     - 1943     GOOD             CGS
 LW0942  HISTORY     - 1943     GOOD             NGS
 LW0942
 LW0942                          STATION DESCRIPTION
 LW0942
 LW0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0942'THE STATION IS ABOUT 1-1/4 MI. SE OF BLACK ISLAND NORTH LIGHTHOUSE,
 LW0942'ON CLAYHEAD, AND ABOUT 150 YDS. SE OF THE HIGHEST POINT OF BUSH
 LW0942'HILL WHICH IS THE HIGHEST IN THE VICINITY.  IT IS 18.5 FT. E-NE
 LW0942'OF THE NE CORNER OF THE S ONE OF TWO CONCRETE FIRE CONTROL TOWERS,
 LW0942'AND 6.5 FT. N OF THE PROJECTED PLANE OF THE N WALL OF THE SAME
 LW0942'TOWER.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED CLAYHEAD
 LW0942'NO 6 1940 AND SET IN A DRILL HOLE IN A BOULDER PROJECTING 6 IN.
 LW0942'ABOVE GROUND.
 LW0942'
 LW0942'STATION CLAYHEAD IS A STANDARD STATION DISK, STAMPED CLAYHEAD
 LW0942'1911 AND SET IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND.
 LW0942'
 LW0942
 LW0942                          STATION RECOVERY (1943)
 LW0942
 LW0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0942'THE STATION IS ABOUT 1-1/4 MI. SE OF BLACK ISLAND NORTH LIGHTHOUSE,
 LW0942'ON CLAYHEAD, AND ABOUT 150 YDS. SE OF THE HIGHEST POINT OF BUSH
 LW0942'HILL WHICH IS THE HIGHEST IN THE VICINITY.  IT IS 18.5 FT. E-NE
 LW0942'OF THE NE CORNER OF THE S ONE OF TWO CONCRETE FIRE CONTROL TOWERS,
 LW0942'AND 6.5 FT. N OF THE PROJECTED PLANE OF THE N WALL OF THE SAME
 LW0942'TOWER.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED CLAYHEAD
 LW0942'NO 6 1940 AND SET IN A DRILL HOLE IN A BOULDER PROJECTING 6 IN.
 LW0942'ABOVE GROUND.
 LW0942'
 LW0942'STATION CLAYHEAD IS A STANDARD STATION DISK, STAMPED CLAYHEAD
 LW0942'1911 AND SET IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND.
 LW0942'
 LW0942'REFERENCE MARK 7, OF STATION CLAYHEAD, IS A STANDARD
 LW0942'REFERENCE-MARK DISK, STAMPED CLAYHEAD NO 7 1940 AND SET IN A DRILL
 LW0942'HOLE IN A BOULDER PROJECTING ABOUT 4 IN. ABOVE GROUND.
 LW0942'
 LW0942'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW0942
 LW0942                          STATION RECOVERY (1943)
 LW0942
 LW0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0942'AT BLOCK ISLAND.
 LW0942'33.75 FEET NORTHWEST OF TRIANGULATION STATION CLAYHEAD DESCRIBED
 LW0942'ABOVE, 18.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 LW0942'BUILDING, 6.5 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH
 LW0942'WALL, AND IN THE TOP OF A BOULDER PROJECTING 6 INCHES ABOVE THE
 LW0942'GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED CLAYHEAD NO 6
 LW0942'1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0943 ***********************************************************************
 LW0943  DESIGNATION -  CLAYHEAD RM 7
 LW0943  PID         -  LW0943
 LW0943  STATE/COUNTY-  RI/WASHINGTON
 LW0943  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0943
 LW0943                         *CURRENT SURVEY CONTROL
 LW0943  ___________________________________________________________________
 LW0943* NAD 83(1986)-  41 12 43.     (N)    071 33 38.     (W)     SCALED    
 LW0943* LOCAL TIDAL -        43.090  (meters)     141.37   (feet)  ADJ UNCH  
 LW0943  ___________________________________________________________________
 LW0943  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW0943
 LW0943  VERT ORDER  -  SECOND    CLASS 0
 LW0943
 LW0943.The horizontal coordinates were scaled from a topographic map and have
 LW0943.an estimated accuracy of +/- 6 seconds.
 LW0943
 LW0943.The orthometric height was key entered from printed documents
 LW0943.and not key verified.
 LW0943
 LW0943.The geoid height was determined by GEOID03.
 LW0943
 LW0943;                    North         East    Units  Estimated Accuracy
 LW0943;SPC RI       -    14,290.       94,920.      MT  (+/- 180 meters Scaled)
 LW0943
 LW0943                          SUPERSEDED SURVEY CONTROL
 LW0943
 LW0943.No superseded survey control is available for this station.
 LW0943
 LW0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF853654(NAD 83)
 LW0943_MARKER: DR = REFERENCE MARK DISK
 LW0943_SETTING: 80 = SET IN A BOULDER
 LW0943_SP_SET: BOULDER
 LW0943_STAMPING: CLAYHEAD NO 7 1940
 LW0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0943+STABILITY: SURFACE MOTION
 LW0943
 LW0943  HISTORY     - Date     Condition        Report By
 LW0943  HISTORY     - 1940     MONUMENTED       CGS
 LW0943  HISTORY     - 1943     GOOD             NGS
 LW0943  HISTORY     - 1977     MARK NOT FOUND   USGS
 LW0943
 LW0943                          STATION DESCRIPTION
 LW0943
 LW0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0943'AT BLOCK ISLAND.
 LW0943'30.94 FEET NORTH OF TRIANGULATION STATION CLAYHEAD DESCRIBED
 LW0943'ABOVE, IN LINE WITH THE WEST SIDE OF THE BUILDING, AND IN THE TOP
 LW0943'OF A BOULDER PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  A
 LW0943'STANDARD REFERENCE-MARK DISK, STAMPED CLAYHEAD NO 7 1940.
 LW0943
 LW0943                          STATION RECOVERY (1977)
 LW0943
 LW0943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LW0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3289 ***********************************************************************
 LW3289  DESIGNATION -  CLUB HOUSE
 LW3289  PID         -  LW3289
 LW3289  STATE/COUNTY-  RI/WASHINGTON
 LW3289  USGS QUAD   -  WATCH HILL (1984)
 LW3289
 LW3289                         *CURRENT SURVEY CONTROL
 LW3289  ___________________________________________________________________
 LW3289* NAD 83(1996)-  41 19 19.00741(N)    071 50 00.14880(W)     ADJUSTED  
 LW3289* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 LW3289  ___________________________________________________________________
 LW3289  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LW3289  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW3289
 LW3289  HORZ ORDER  -  THIRD
 LW3289
 LW3289.The horizontal coordinates were established by classical geodetic methods
 LW3289.and adjusted by the National Geodetic Survey in August 1998..
 LW3289
 LW3289.The orthometric height was scaled from a topographic map.
 LW3289
 LW3289.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3289
 LW3289.The geoid height was determined by GEOID03.
 LW3289
 LW3289;                    North         East     Units Scale Factor Converg.
 LW3289;SPC RI       -    26,553.311    72,088.539   MT  1.00000333   -0 13 12.5
 LW3289;SPC RI       -    87,116.99    236,510.48   sFT  1.00000333   -0 13 12.5
 LW3289;SPC CT       -   207,071.427   381,542.361   MT  0.99998993   +0 36 28.0
 LW3289;SPC CT       -   679,366.84  1,251,776.90   sFT  0.99998993   +0 36 28.0
 LW3289;UTM  19      - 4,578,370.479   262,859.569   MT  1.00029214   -1 52 18.2
 LW3289
 LW3289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3289!SPC RI       -   1.00000203  x   1.00000333  =   1.00000536
 LW3289!SPC CT       -   1.00000203  x   0.99998993  =   0.99999196
 LW3289!UTM  19      -   1.00000203  x   1.00029214  =   1.00029417
 LW3289
 LW3289:                Primary Azimuth Mark                     Grid Az
 LW3289:SPC RI       -  FORT HILL                                040 06 50.1
 LW3289:SPC CT       -  FORT HILL                                039 17 09.6
 LW3289:UTM  19      -  FORT HILL                                041 45 55.8
 LW3289
 LW3289|---------------------------------------------------------------------|
 LW3289| PID    Reference Object                     Distance      Geod. Az  |
 LW3289|                                                           dddmmss.s |
 LW3289| LW3287 FORT HILL                           APPROX. 1.7 KM 0395337.6 |
 LW3289|---------------------------------------------------------------------|
 LW3289
 LW3289                          SUPERSEDED SURVEY CONTROL
 LW3289
 LW3289  NAD 83(1992)-  41 19 19.00608(N)    071 50 00.14800(W) AD(       ) 3
 LW3289  NAD 83(1986)-  41 19 19.00504(N)    071 50 00.15069(W) AD(       ) 3
 LW3289  NAD 27      -  41 19 18.65400(N)    071 50 01.90300(W) AD(       ) 3
 LW3289
 LW3289.Superseded values are not recommended for survey control.
 LW3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3289.See file dsdata.txt to determine how the superseded data were derived.
 LW3289
 LW3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6286078370(NAD 83)
 LW3289_MARKER: DD = SURVEY DISK
 LW3289_SETTING: 80 = SET IN A BOULDER
 LW3289_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3289+STABILITY: SURFACE MOTION
 LW3289
 LW3289  HISTORY     - Date     Condition        Report By
 LW3289  HISTORY     - 1909     MONUMENTED       USE
 LW3289  HISTORY     - 1918     GOOD             CGS
 LW3289  HISTORY     - 1934     GOOD             RIGS
 LW3289  HISTORY     - 1934     GOOD             RIGS
 LW3289  HISTORY     - 1934     GOOD             CGS
 LW3289  HISTORY     - 1948     GOOD             CGS
 LW3289  HISTORY     - 1971     GOOD             NGS
 LW3289  HISTORY     - 1984     GOOD             USPSQD
 LW3289  HISTORY     - 1989     GOOD             USPSQD
 LW3289
 LW3289                          STATION DESCRIPTION
 LW3289
 LW3289'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 LW3289'STATION IS ON LAND BELONGING TO THE MISQUAMICOT GOLF CLUB ABOUT
 LW3289'1-1/3 MILES ENE OF WATCH HILL AND 1/8 MILE N OF WATCH HILL
 LW3289'POND.  THE STATION IS ON A SMALL BOULDER, SHOWING 14 INCHES
 LW3289'ABOVE THE GROUND, 62 FEET FROM THE NE CORNER OF THE CLUBHOUSE,
 LW3289'AND 44 FEET FROM THE NW CORNER OF THE TENNIS COURT.  IT IS
 LW3289'MARKED BY A STANDARD DISK STATION MARK WEDGED IN A DRILL HOLE IN
 LW3289'A BOULDER.  THE DISK HAS THE ADDED INSCRIPTION ESTABLISHED BY
 LW3289'THE CORPS OF ENGINEERS, U.S.A.  A REFERENCE DISK, SET IN THE
 LW3289'TOP OF A LARGE BOULDER, IS 8.01 METERS (26.28 FEET) SSE OF THE
 LW3289'STATION.
 LW3289
 LW3289                          STATION RECOVERY (1934)
 LW3289
 LW3289'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3289'STATION FOUND AS MARKED AND DESCRIBED.  REFERENCE MISSING.
 LW3289
 LW3289                          STATION RECOVERY (1934)
 LW3289
 LW3289'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3289'THE STATION IS 62 FEET (NORTHERLY) FROM THE NE CORNER OF THE
 LW3289'ORIGINAL BUILDING, 42 FEET (NORTHEASTERLY) FROM THE NE CORNER
 LW3289'OF THE ADDITION OF 1923, AND 44 FEET (WESTERLY) FROM THE W FENCE
 LW3289'OF THE TENNIS COURT.
 LW3289'
 LW3289'THE STATION WAS FOUND MARKED AS DESCRIBED AND IN EXCELLENT
 LW3289'CONDITION.
 LW3289'
 LW3289'THE REFERENCE MARK DISK IS GONE BUT THE HOLE IN THE BOULDER IS
 LW3289'CLEARLY VISIBLE.
 LW3289
 LW3289                          STATION RECOVERY (1934)
 LW3289
 LW3289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3289'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 LW3289'REFERENCE MARK HAS BEEN REMOVED FROM THE ROCK BUT THE HOLE IS
 LW3289'STILL THERE.
 LW3289
 LW3289                          STATION RECOVERY (1948)
 LW3289
 LW3289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3289'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK HAS BEEN
 LW3289'DESTROYED AND THE TENNIS COURT REMOVED.
 LW3289
 LW3289                          STATION RECOVERY (1971)
 LW3289
 LW3289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LW3289'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 LW3289'EXCEPT THAT IT EXTENDED SLIGHTLY ABOVE TOP OF THE BOULDER,
 LW3289'PROBABLY DUE TO EROSION OF THE ROCK.  THE OLD DRILL HOLE THAT THE
 LW3289'REFERENCE MARK WAS SET IN WAS RECOVERED AND FOUND TO BE ONLY ABOUT
 LW3289'1-1/4 INCH DEEP.  THE STATION MARK WAS RE-ENFORCED WITH CEMENT
 LW3289'AND TWO NEW REFERENCE MARKS WERE ESTABLISHED.  STATION IS IN
 LW3289'TREE- COVERED AREA AND VIEW IS OBSTRUCTED, SO THE AZIMUTH
 LW3289'DIRECTION TO THE REFERENCE MARKS WAS DETERMINED WITH A BRUNTON
 LW3289'COMPASS MOUNTED ON A COMPASS TRIPOD PLUMBED OVER STATION
 LW3289'MARK.  A COMPLETE DESCRIPTION FOLLOWS--
 LW3289'
 LW3289'STATION IS LOCATED AT THE MISQUAMICUT COUNTRY CLUB, ON A SMALL,
 LW3289'LAWN-COVERED KNOLL ABOUT 50 FEET IN DIAMETER, WHICH HAS SEVERAL
 LW3289'LARGE BOULDERS ON IT AND IS RIMMED BY SHRUBBERY AND SMALL TREES,
 LW3289'NEAR THE NORTHEAST CORNER OF THE CLUBHOUSE BUILDING.
 LW3289'
 LW3289'TO REACH STATION FROM THE MAIN INTERSECTION IN WESTERLY, WHICH
 LW3289'IS JUST SOUTHWEST OF THE POST OFFICE, GO SOUTHERLY ON COMMERCE
 LW3289'ST. FOR 0.55 MILE.  TAKE LEFT FORK AND FOLLOW BEACH ST. AND WATCH
 LW3289'HILL RD. FOR 3.25 MILES TO T-JUNCTION.  TURN LEFT ON SHORE RD. AND
 LW3289'GO 0.4 MILE TO T-JUNCTION.  TURN RIGHT AND GO WESTERLY 0.75
 LW3289'MILE.  TURN RIGHT, AT ENTRANCE TO THE MISQUAMICUT COUNTRY CLUB,
 LW3289'AND FOLLOW MACADAM DRIVEWAY 0.2 MILE TO THE CLUBHOUSE AND
 LW3289'STATION.
 LW3289'
 LW3289'STATION MARK IS A STANDARD DISK, UNSTAMPED EXCEPT FOR THE
 LW3289'FOLLOWING--ESTABLD BY CORPS OF ENGINEERS U.S.A., WHICH APPEARS
 LW3289'TO HAVE BEEN MACHINED INTO THE DISK.  IT IS CEMENTED IN A DRILL
 LW3289'HOLE IN THE TOP OF A 3-1/2-FOOT, POINTED-TOP BOULDER PROJECTING
 LW3289'2 FEET FROM LAWN.  ON THE NORTHWEST SLOPE OF KNOLL, 43.7 FEET
 LW3289'EAST-NORTHEAST OF NORTHEAST CORNER OF THE CLUBHOUSE, 17 FEET
 LW3289'EAST OF EDGE OF A MACADAM WALK, AND 27 FEET EAST-NORTHEAST OF
 LW3289'A 16-INCH PINE.
 LW3289'
 LW3289'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CLUBHOUSE
 LW3289'1909 NO 2 1971, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST END
 LW3289'OF A 4 X 10-FOOT, SLOPING, BEDROCK FORMATION.  IT PROJECTS 14
 LW3289'INCHES FROM LAWN AND IS 14 INCHES HIGHER THAN STATION MARK.
 LW3289'
 LW3289'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED CLUBHOUSE
 LW3289'1909 NO 3 1971, CEMENTED IN THE DRILL HOLE THAT RM NO. 1 WAS
 LW3289'IN (WHICH WAS DEEPENED).  IT IS IN THE TOP OF THE NORTH END OF
 LW3289'A VERY LARGE BOULDER PROJECTING 3 FEET ABOVE LAWN, 12 FEET EAST
 LW3289'NORTHEAST OF EDGE OF MACADAM WALK AND 5 FEET NORTHEAST OF A
 LW3289'MAPLE TREE.
 LW3289'
 LW3289'DISTANCE FROM RM NO. 2 TO RM NO. 3 = 22.672 FEET, 6.911 METERS.
 LW3289'
 LW3289'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3289'4 MILES SOUTH OF WESTERLY.
 LW3289
 LW3289                          STATION RECOVERY (1984)
 LW3289
 LW3289'RECOVERY NOTE BY US POWER SQUADRON 1984 (BAM)
 LW3289'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3289'DISTANCES WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.
 LW3289'THE DESCRIPTION IS ADEQUATE AND CORRECT.
 LW3289
 LW3289                          STATION RECOVERY (1989)
 LW3289
 LW3289'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW3289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5690 ***********************************************************************
 LW5690  DESIGNATION -  CO 001
 LW5690  PID         -  LW5690
 LW5690  STATE/COUNTY-  RI/KENT
 LW5690  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5690
 LW5690                         *CURRENT SURVEY CONTROL
 LW5690  ___________________________________________________________________
 LW5690* NAD 83(1996)-  41 39 53.08432(N)    071 41 41.54090(W)     ADJUSTED  
 LW5690* NAVD 88     -       178.632  (meters)     586.06   (feet)  ADJUSTED  
 LW5690  ___________________________________________________________________
 LW5690  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 LW5690  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LW5690  DYNAMIC HT  -         178.568 (meters)     585.85  (feet)  COMP
 LW5690  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 LW5690
 LW5690  HORZ ORDER  -  SECOND
 LW5690  VERT ORDER  -  SECOND    CLASS II
 LW5690
 LW5690.The horizontal coordinates were established by classical geodetic methods
 LW5690.and adjusted by the National Geodetic Survey in August 1998..
 LW5690
 LW5690.The orthometric height was determined by differential leveling
 LW5690.and adjusted by the National Geodetic Survey in April 1995..
 LW5690
 LW5690.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5690
 LW5690.The geoid height was determined by GEOID03.
 LW5690
 LW5690.The dynamic height is computed by dividing the NAVD 88
 LW5690.geopotential number by the normal gravity value computed on the
 LW5690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5690.degrees latitude (g = 980.6199 gals.).
 LW5690
 LW5690.The modeled gravity was interpolated from observed gravity values.
 LW5690
 LW5690;                    North         East     Units Scale Factor Converg.
 LW5690;SPC RI       -    64,590.262    83,770.297   MT  0.99999699   -0 07 46.4
 LW5690;SPC RI       -   211,909.88    274,836.38   sFT  0.99999699   -0 07 46.4
 LW5690;SPC CT       -   245,272.767   392,672.643   MT  0.99998575   +0 41 58.6
 LW5690;SPC CT       -   804,699.07  1,288,293.50   sFT  0.99998575   +0 41 58.6
 LW5690;UTM  19      - 4,616,063.334   275,639.677   MT  1.00021949   -1 47 32.0
 LW5690
 LW5690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5690!SPC RI       -   0.99997670  x   0.99999699  =   0.99997369
 LW5690!SPC CT       -   0.99997670  x   0.99998575  =   0.99996245
 LW5690!UTM  19      -   0.99997670  x   1.00021949  =   1.00019618
 LW5690
 LW5690                          SUPERSEDED SURVEY CONTROL
 LW5690
 LW5690  NAD 83(1996)-  41 39 53.08330(N)    071 41 41.54044(W) AD(       ) 2
 LW5690  NAD 83(1992)-  41 39 53.08305(N)    071 41 41.54014(W) AD(       ) 2
 LW5690  NAD 83(1992)-  41 39 53.08267(N)    071 41 41.54068(W) AD(       ) 2
 LW5690  NAD 83(1986)-  41 39 53.08253(N)    071 41 41.54096(W) AD(       ) 2
 LW5690  NGVD 29 (06/01/94)  178.88   (m)          586.9    (f) LEVELING    3  
 LW5690
 LW5690.Superseded values are not recommended for survey control.
 LW5690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5690.See file dsdata.txt to determine how the superseded data were derived.
 LW5690
 LW5690_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7564016063(NAD 83)
 LW5690_MARKER: DD = SURVEY DISK
 LW5690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5690_SP_SET: CONCRETE POST
 LW5690_STAMPING: CO 001 1987
 LW5690_MARK LOGO: RIGS  
 LW5690_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5690+STABILITY: SURFACE MOTION
 LW5690
 LW5690  HISTORY     - Date     Condition        Report By
 LW5690  HISTORY     - 1987     MONUMENTED       RIGS
 LW5690
 LW5690                          STATION DESCRIPTION
 LW5690
 LW5690'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5690'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTHWEST OF COVENTRY
 LW5690'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5690'THE INTERSECTION OF STATE HIGHWAYS 102 AND 117, GO SOUTH FOR 3.2 KM
 LW5690'(2.00 MI) ON HIGHWAY 102 TO THE STATION ON THE LEFT.  IT IS 8.85 M
 LW5690'(29.0 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF HIGHWAY 102, 8.6 M
 LW5690'(28.2 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF A PAVED DRIVEWAY TO
 LW5690'THE KING RESIDENCE, 6.85 M (22.5 FT) NORTHEAST FROM A TWO FOOT
 LW5690'DIAMETER MANHOLE COVER, 2.85 M (9.4 FT) WEST-NORTHWEST FROM A
 LW5690'FIBERGLASS WITNESS POST.  MARK IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5691 ***********************************************************************
 LW5691  DESIGNATION -  CO 002
 LW5691  PID         -  LW5691
 LW5691  STATE/COUNTY-  RI/KENT
 LW5691  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5691
 LW5691                         *CURRENT SURVEY CONTROL
 LW5691  ___________________________________________________________________
 LW5691* NAD 83(1996)-  41 40 07.86807(N)    071 41 41.56541(W)     ADJUSTED  
 LW5691* NAVD 88     -       170.551  (meters)     559.55   (feet)  ADJUSTED  
 LW5691  ___________________________________________________________________
 LW5691  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 LW5691  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW5691  DYNAMIC HT  -         170.490 (meters)     559.35  (feet)  COMP
 LW5691  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 LW5691
 LW5691  HORZ ORDER  -  SECOND
 LW5691  VERT ORDER  -  SECOND    CLASS II
 LW5691
 LW5691.The horizontal coordinates were established by classical geodetic methods
 LW5691.and adjusted by the National Geodetic Survey in August 1998..
 LW5691
 LW5691.The orthometric height was determined by differential leveling
 LW5691.and adjusted by the National Geodetic Survey in April 1995..
 LW5691
 LW5691.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5691
 LW5691.The geoid height was determined by GEOID03.
 LW5691
 LW5691.The dynamic height is computed by dividing the NAVD 88
 LW5691.geopotential number by the normal gravity value computed on the
 LW5691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5691.degrees latitude (g = 980.6199 gals.).
 LW5691
 LW5691.The modeled gravity was interpolated from observed gravity values.
 LW5691
 LW5691;                    North         East     Units Scale Factor Converg.
 LW5691;SPC RI       -    65,046.367    83,770.761   MT  0.99999699   -0 07 46.4
 LW5691;SPC RI       -   213,406.29    274,837.91   sFT  0.99999699   -0 07 46.4
 LW5691;SPC CT       -   245,728.826   392,666.507   MT  0.99998592   +0 41 58.6
 LW5691;SPC CT       -   806,195.32  1,288,273.37   sFT  0.99998592   +0 41 58.6
 LW5691;UTM  19      - 4,616,519.336   275,653.379   MT  1.00021941   -1 47 32.5
 LW5691
 LW5691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5691!SPC RI       -   0.99997797  x   0.99999699  =   0.99997496
 LW5691!SPC CT       -   0.99997797  x   0.99998592  =   0.99996389
 LW5691!UTM  19      -   0.99997797  x   1.00021941  =   1.00019737
 LW5691
 LW5691                          SUPERSEDED SURVEY CONTROL
 LW5691
 LW5691  NAD 83(1996)-  41 40 07.86708(N)    071 41 41.56498(W) AD(       ) 2
 LW5691  NAD 83(1992)-  41 40 07.86681(N)    071 41 41.56467(W) AD(       ) 2
 LW5691  NAD 83(1992)-  41 40 07.86644(N)    071 41 41.56521(W) AD(       ) 2
 LW5691  NAD 83(1986)-  41 40 07.86630(N)    071 41 41.56540(W) AD(       ) 2
 LW5691  NGVD 29 (06/01/94)  170.80   (m)          560.4    (f) LEVELING    3  
 LW5691
 LW5691.Superseded values are not recommended for survey control.
 LW5691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5691.See file dsdata.txt to determine how the superseded data were derived.
 LW5691
 LW5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7565316519(NAD 83)
 LW5691_MARKER: DD = SURVEY DISK
 LW5691_SETTING: 80 = SET IN A BOULDER
 LW5691_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 LW5691_STAMPING: CO 002 1987
 LW5691_MARK LOGO: RIGS  
 LW5691_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5691+STABILITY: SURFACE MOTION
 LW5691
 LW5691  HISTORY     - Date     Condition        Report By
 LW5691  HISTORY     - 1987     MONUMENTED       RIGS
 LW5691
 LW5691                          STATION DESCRIPTION
 LW5691
 LW5691'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5691'THE STATION IS LOCATED ABOUT 6.16 KM (3.85 MI) SOUTHWEST OF COVENTRY
 LW5691'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5691'THE INTERSECTION OF STATE HIGHWAYS 102 AND 117, GO SOUTH FOR 2.7 KM
 LW5691'(1.70 MI) ON HIGHWAY 102 TO THE STATION ON THE LEFT.  IT IS 30.7 M
 LW5691'(100.7 FT) SOUTH SOUTHEAST FROM A NECO POLE 21, 10.65 M (34.9 FT)
 LW5691'EAST SOUTHEAST FROM THE CENTERLINE OF STATE HIGHWAY 102, 3.1 M (10.2
 LW5691'FT) WEST NORTHWEST FROM A FIBERGLASS WITNESS POST.  MARK IS SET INTO
 LW5691'THE TOP OF A PARTIALLY EXPOSED BOULDER 1.3 M (4.3 FT) AT ITS LARGEST
 LW5691'DIMENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5692 ***********************************************************************
 LW5692  DESIGNATION -  CO 003
 LW5692  PID         -  LW5692
 LW5692  STATE/COUNTY-  RI/KENT
 LW5692  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5692
 LW5692                         *CURRENT SURVEY CONTROL
 LW5692  ___________________________________________________________________
 LW5692* NAD 83(1996)-  41 40 27.41984(N)    071 41 42.66088(W)     ADJUSTED  
 LW5692* NAVD 88     -       154.121  (meters)     505.65   (feet)  ADJUSTED  
 LW5692  ___________________________________________________________________
 LW5692  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 LW5692  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW5692  DYNAMIC HT  -         154.066 (meters)     505.46  (feet)  COMP
 LW5692  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 LW5692
 LW5692  HORZ ORDER  -  SECOND
 LW5692  VERT ORDER  -  SECOND    CLASS II
 LW5692
 LW5692.The horizontal coordinates were established by classical geodetic methods
 LW5692.and adjusted by the National Geodetic Survey in August 1998..
 LW5692
 LW5692.The orthometric height was determined by differential leveling
 LW5692.and adjusted by the National Geodetic Survey in April 1995..
 LW5692
 LW5692.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5692
 LW5692.The geoid height was determined by GEOID03.
 LW5692
 LW5692.The dynamic height is computed by dividing the NAVD 88
 LW5692.geopotential number by the normal gravity value computed on the
 LW5692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5692.degrees latitude (g = 980.6199 gals.).
 LW5692
 LW5692.The modeled gravity was interpolated from observed gravity values.
 LW5692
 LW5692;                    North         East     Units Scale Factor Converg.
 LW5692;SPC RI       -    65,649.631    83,746.786   MT  0.99999700   -0 07 47.2
 LW5692;SPC RI       -   215,385.50    274,759.25   sFT  0.99999700   -0 07 47.2
 LW5692;SPC CT       -   246,331.673   392,633.805   MT  0.99998614   +0 41 57.9
 LW5692;SPC CT       -   808,173.16  1,288,166.08   sFT  0.99998614   +0 41 57.9
 LW5692;UTM  19      - 4,617,123.175   275,646.918   MT  1.00021945   -1 47 33.9
 LW5692
 LW5692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5692!SPC RI       -   0.99998054  x   0.99999700  =   0.99997754
 LW5692!SPC CT       -   0.99998054  x   0.99998614  =   0.99996668
 LW5692!UTM  19      -   0.99998054  x   1.00021945  =   1.00019999
 LW5692
 LW5692                          SUPERSEDED SURVEY CONTROL
 LW5692
 LW5692  NAD 83(1996)-  41 40 27.41888(N)    071 41 42.66048(W) AD(       ) 2
 LW5692  NAD 83(1992)-  41 40 27.41858(N)    071 41 42.66015(W) AD(       ) 2
 LW5692  NAD 83(1992)-  41 40 27.41822(N)    071 41 42.66068(W) AD(       ) 2
 LW5692  NAD 83(1986)-  41 40 27.41810(N)    071 41 42.66077(W) AD(       ) 2
 LW5692  NGVD 29 (06/01/94)  154.37   (m)          506.5    (f) LEVELING    3  
 LW5692
 LW5692.Superseded values are not recommended for survey control.
 LW5692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5692.See file dsdata.txt to determine how the superseded data were derived.
 LW5692
 LW5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7564717123(NAD 83)
 LW5692_MARKER: DD = SURVEY DISK
 LW5692_SETTING: 80 = SET IN A BOULDER
 LW5692_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 LW5692_STAMPING: CO 003 1987
 LW5692_MARK LOGO: RIGS  
 LW5692_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5692+STABILITY: SURFACE MOTION
 LW5692
 LW5692  HISTORY     - Date     Condition        Report By
 LW5692  HISTORY     - 1987     MONUMENTED       RIGS
 LW5692
 LW5692                          STATION DESCRIPTION
 LW5692
 LW5692'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5692'THE STATION IS LOCATED ABOUT 5.92 KM (3.70 MI) WEST SOUTHWEST OF
 LW5692'COVENTRY CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5692'STATION FROM THE INTERSECTION OF STATE HIGHWAYS 102 AND 117, GO SOUTH
 LW5692'FOR 2.1 KM (1.30 MI) ON STATE HIGHWAY 102 TO THE STATION ON THE
 LW5692'RIGHT.  IT IS 14.95 M (49.0 FT) NORTH NORTHWEST FROM THE CENTER OF A
 LW5692'SEWER DRAIN COVER ON THE WEST GUTTERLINE OF HIGHWAY 102, 13.65 M
 LW5692'(44.8 FT) NORTH FROM A NECO POLE 31, 11.9 M (39.0 FT) NORTHWEST FROM
 LW5692'THE CENTERLINE OF STATE HIGHWAY 102, 0.95 M (3.1 FT) EAST-SOUTHEAST
 LW5692'FROM A FIBERGLASS WITNESS POST.  MARK IS SET INTO A PARTIALLY EXPOSED
 LW5692'BOULDER 0.55 M (1.8 FT) AT ITS LARGEST DIMENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5693 ***********************************************************************
 LW5693  DESIGNATION -  CO 004
 LW5693  PID         -  LW5693
 LW5693  STATE/COUNTY-  RI/KENT
 LW5693  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5693
 LW5693                         *CURRENT SURVEY CONTROL
 LW5693  ___________________________________________________________________
 LW5693* NAD 83(1996)-  41 42 44.17001(N)    071 42 00.38359(W)     ADJUSTED  
 LW5693* NAVD 88     -       162.329  (meters)     532.57   (feet)  ADJUSTED  
 LW5693  ___________________________________________________________________
 LW5693  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 LW5693  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW5693  DYNAMIC HT  -         162.271 (meters)     532.38  (feet)  COMP
 LW5693  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 LW5693
 LW5693  HORZ ORDER  -  SECOND
 LW5693  VERT ORDER  -  SECOND    CLASS II
 LW5693
 LW5693.The horizontal coordinates were established by classical geodetic methods
 LW5693.and adjusted by the National Geodetic Survey in August 1998..
 LW5693
 LW5693.The orthometric height was determined by differential leveling
 LW5693.and adjusted by the National Geodetic Survey in April 1995..
 LW5693
 LW5693.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5693
 LW5693.The geoid height was determined by GEOID03.
 LW5693
 LW5693.The dynamic height is computed by dividing the NAVD 88
 LW5693.geopotential number by the normal gravity value computed on the
 LW5693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5693.degrees latitude (g = 980.6199 gals.).
 LW5693
 LW5693.The modeled gravity was interpolated from observed gravity values.
 LW5693
 LW5693;                    North         East     Units Scale Factor Converg.
 LW5693;SPC RI       -    69,869.569    83,346.643   MT  0.99999716   -0 07 59.3
 LW5693;SPC RI       -   229,230.41    273,446.44   sFT  0.99999716   -0 07 59.3
 LW5693;SPC CT       -   250,545.336   392,172.636   MT  0.99998799   +0 41 46.1
 LW5693;SPC CT       -   821,997.49  1,286,653.06   sFT  0.99998799   +0 41 46.1
 LW5693;UTM  19      - 4,621,353.895   275,369.393   MT  1.00022098   -1 47 50.5
 LW5693
 LW5693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5693!SPC RI       -   0.99997924  x   0.99999716  =   0.99997640
 LW5693!SPC CT       -   0.99997924  x   0.99998799  =   0.99996723
 LW5693!UTM  19      -   0.99997924  x   1.00022098  =   1.00020022
 LW5693
 LW5693                          SUPERSEDED SURVEY CONTROL
 LW5693
 LW5693  NAD 83(1996)-  41 42 44.16928(N)    071 42 00.38323(W) AD(       ) 2
 LW5693  NAD 83(1992)-  41 42 44.16879(N)    071 42 00.38286(W) AD(       ) 2
 LW5693  NAD 83(1992)-  41 42 44.16852(N)    071 42 00.38326(W) AD(       ) 2
 LW5693  NAD 83(1986)-  41 42 44.16850(N)    071 42 00.38294(W) AD(       ) 2
 LW5693  NGVD 29 (06/01/94)  162.59   (m)          533.4    (f) LEVELING    3  
 LW5693
 LW5693.Superseded values are not recommended for survey control.
 LW5693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5693.See file dsdata.txt to determine how the superseded data were derived.
 LW5693
 LW5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7536921354(NAD 83)
 LW5693_MARKER: DD = SURVEY DISK
 LW5693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5693_SP_SET: CONCRETE POST
 LW5693_STAMPING: CO 004 1987
 LW5693_MARK LOGO: RIGS  
 LW5693_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5693+STABILITY: SURFACE MOTION
 LW5693
 LW5693  HISTORY     - Date     Condition        Report By
 LW5693  HISTORY     - 1987     MONUMENTED       RIGS
 LW5693
 LW5693                          STATION DESCRIPTION
 LW5693
 LW5693'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5693'THE STATION IS LOCATED ABOUT 5.52 KM (3.45 MI) NORTHWEST OF COVENTRY
 LW5693'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5693'THE INTERSECTION OF STATE HIGHWAYS 102 AND 117, GO NORTH FOR 2.24 KM
 LW5693'(1.40 MI) ON STATE HIGHWAY 102 TO THE STATION ON THE LEFT.  IT IS
 LW5693'10.1 M (33.1 FT) SOUTHEAST FROM A NET+T CO POLE 115, 9.2 M (30.2 FT)
 LW5693'WEST FROM THE CENTERLINE OF STATE HIGHWAY 102, 7.5 M (24.6 FT) EAST
 LW5693'FROM A FIERGLASS WITNESS POST.  MARK IS RECESSED .05 M (0.2 FT) BELOW
 LW5693'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5694 ***********************************************************************
 LW5694  DESIGNATION -  CO 005
 LW5694  PID         -  LW5694
 LW5694  STATE/COUNTY-  RI/KENT
 LW5694  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5694
 LW5694                         *CURRENT SURVEY CONTROL
 LW5694  ___________________________________________________________________
 LW5694* NAD 83(1996)-  41 42 57.00502(N)    071 42 02.70152(W)     ADJUSTED  
 LW5694* NAVD 88     -       161.469  (meters)     529.75   (feet)  ADJUSTED  
 LW5694  ___________________________________________________________________
 LW5694  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 LW5694  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW5694  DYNAMIC HT  -         161.412 (meters)     529.57  (feet)  COMP
 LW5694  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 LW5694
 LW5694  HORZ ORDER  -  SECOND
 LW5694  VERT ORDER  -  SECOND    CLASS II
 LW5694
 LW5694.The horizontal coordinates were established by classical geodetic methods
 LW5694.and adjusted by the National Geodetic Survey in August 1998..
 LW5694
 LW5694.The orthometric height was determined by differential leveling
 LW5694.and adjusted by the National Geodetic Survey in April 1995..
 LW5694
 LW5694.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5694
 LW5694.The geoid height was determined by GEOID03.
 LW5694
 LW5694.The dynamic height is computed by dividing the NAVD 88
 LW5694.geopotential number by the normal gravity value computed on the
 LW5694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5694.degrees latitude (g = 980.6199 gals.).
 LW5694
 LW5694.The modeled gravity was interpolated from observed gravity values.
 LW5694
 LW5694;                    North         East     Units Scale Factor Converg.
 LW5694;SPC RI       -    70,265.679    83,293.982   MT  0.99999718   -0 08 00.9
 LW5694;SPC RI       -   230,529.98    273,273.67   sFT  0.99999718   -0 08 00.9
 LW5694;SPC CT       -   250,940.639   392,114.248   MT  0.99998818   +0 41 44.6
 LW5694;SPC CT       -   823,294.41  1,286,461.50   sFT  0.99998818   +0 41 44.6
 LW5694;UTM  19      - 4,621,751.457   275,328.249   MT  1.00022120   -1 47 52.5
 LW5694
 LW5694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5694!SPC RI       -   0.99997938  x   0.99999718  =   0.99997656
 LW5694!SPC CT       -   0.99997938  x   0.99998818  =   0.99996756
 LW5694!UTM  19      -   0.99997938  x   1.00022120  =   1.00020057
 LW5694
 LW5694                          SUPERSEDED SURVEY CONTROL
 LW5694
 LW5694  NAD 83(1996)-  41 42 57.00431(N)    071 42 02.70116(W) AD(       ) 2
 LW5694  NAD 83(1992)-  41 42 57.00381(N)    071 42 02.70078(W) AD(       ) 2
 LW5694  NAD 83(1992)-  41 42 57.00354(N)    071 42 02.70117(W) AD(       ) 2
 LW5694  NAD 83(1986)-  41 42 57.00354(N)    071 42 02.70094(W) AD(       ) 2
 LW5694  NGVD 29 (06/01/94)  161.73   (m)          530.6    (f) LEVELING    3  
 LW5694
 LW5694.Superseded values are not recommended for survey control.
 LW5694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5694.See file dsdata.txt to determine how the superseded data were derived.
 LW5694
 LW5694_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7532821751(NAD 83)
 LW5694_MARKER: DD = SURVEY DISK
 LW5694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5694_SP_SET: CONCRETE POST
 LW5694_STAMPING: CO 005 1987
 LW5694_MARK LOGO: RIGS  
 LW5694_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5694+STABILITY: SURFACE MOTION
 LW5694
 LW5694  HISTORY     - Date     Condition        Report By
 LW5694  HISTORY     - 1987     MONUMENTED       RIGS
 LW5694
 LW5694                          STATION DESCRIPTION
 LW5694
 LW5694'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5694'THE STATION IS LOCATED ABOUT 5.68 KM (3.55 MI) NORTH NORTHWEST OF
 LW5694'COVENTRY CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5694'STATION FROM THE INTERSECTION OF STATE HIGHWAYS 102 AND 117, GO NORTH
 LW5694'FOR 2.64 KM (1.65 MI) ON STATE HIGHWAY 102 TO THE STATION ON THE
 LW5694'LEFT.  IT IS 29.6 M (97.1 FT) SOUTH SOUTHWEST FROM A NET+T CO POLE
 LW5694'124, 18.6 M (61.0 FT) NORTH NORTHEAST FROM A NET+T CO POLE 123, 9.0 M
 LW5694'(29.5 FT) WEST NORTHWEST FROM THE CENTERLINE OF STATE HIGHWAY 102,
 LW5694'1.4 M (4.6 FT) EAST SOUTHEAST FROM A FIBERGLASS WITNESS POST.  MARK
 LW5694'IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5695 ***********************************************************************
 LW5695  DESIGNATION -  CO 006
 LW5695  PID         -  LW5695
 LW5695  STATE/COUNTY-  RI/KENT
 LW5695  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5695
 LW5695                         *CURRENT SURVEY CONTROL
 LW5695  ___________________________________________________________________
 LW5695* NAD 83(1996)-  41 41 58.62374(N)    071 41 38.13443(W)     ADJUSTED  
 LW5695* NAVD 88     -       158.500  (meters)     520.01   (feet)  ADJUSTED  
 LW5695  ___________________________________________________________________
 LW5695  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 LW5695  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW5695  DYNAMIC HT  -         158.444 (meters)     519.83  (feet)  COMP
 LW5695  MODELED GRAV-     980,266.5   (mgal)                       NAVD 88
 LW5695
 LW5695  HORZ ORDER  -  SECOND
 LW5695  VERT ORDER  -  SECOND    CLASS II
 LW5695
 LW5695.The horizontal coordinates were established by classical geodetic methods
 LW5695.and adjusted by the National Geodetic Survey in August 1998..
 LW5695
 LW5695.The orthometric height was determined by differential leveling
 LW5695.and adjusted by the National Geodetic Survey in April 1995..
 LW5695
 LW5695.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5695
 LW5695.The geoid height was determined by GEOID03.
 LW5695
 LW5695.The dynamic height is computed by dividing the NAVD 88
 LW5695.geopotential number by the normal gravity value computed on the
 LW5695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5695.degrees latitude (g = 980.6199 gals.).
 LW5695
 LW5695.The modeled gravity was interpolated from observed gravity values.
 LW5695
 LW5695;                    North         East     Units Scale Factor Converg.
 LW5695;SPC RI       -    68,463.202    83,857.821   MT  0.99999696   -0 07 44.4
 LW5695;SPC RI       -   224,616.36    275,123.53   sFT  0.99999696   -0 07 44.4
 LW5695;SPC CT       -   249,146.527   392,704.109   MT  0.99998732   +0 42 00.9
 LW5695;SPC CT       -   817,408.23  1,288,396.73   sFT  0.99998732   +0 42 00.9
 LW5695;UTM  19      - 4,619,932.961   275,839.621   MT  1.00021838   -1 47 34.1
 LW5695
 LW5695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5695!SPC RI       -   0.99997985  x   0.99999696  =   0.99997681
 LW5695!SPC CT       -   0.99997985  x   0.99998732  =   0.99996717
 LW5695!UTM  19      -   0.99997985  x   1.00021838  =   1.00019822
 LW5695
 LW5695                          SUPERSEDED SURVEY CONTROL
 LW5695
 LW5695  NAD 83(1996)-  41 41 58.62295(N)    071 41 38.13406(W) AD(       ) 2
 LW5695  NAD 83(1992)-  41 41 58.62251(N)    071 41 38.13370(W) AD(       ) 2
 LW5695  NAD 83(1992)-  41 41 58.62220(N)    071 41 38.13416(W) AD(       ) 2
 LW5695  NAD 83(1986)-  41 41 58.62218(N)    071 41 38.13386(W) AD(       ) 2
 LW5695  NGVD 29 (06/01/94)  158.76   (m)          520.9    (f) LEVELING    3  
 LW5695
 LW5695.Superseded values are not recommended for survey control.
 LW5695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5695.See file dsdata.txt to determine how the superseded data were derived.
 LW5695
 LW5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7584019933(NAD 83)
 LW5695_MARKER: DD = SURVEY DISK
 LW5695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5695_SP_SET: CONCRETE POST
 LW5695_STAMPING: CO 006 1987
 LW5695_MARK LOGO: RIGS  
 LW5695_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5695+STABILITY: SURFACE MOTION
 LW5695
 LW5695  HISTORY     - Date     Condition        Report By
 LW5695  HISTORY     - 1987     MONUMENTED       RIGS
 LW5695
 LW5695                          STATION DESCRIPTION
 LW5695
 LW5695'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5695'THE STATION IS LOCATED ABOUT 4.9 KM (3.05 MI) WEST OF COVENTRY
 LW5695'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5695'THE INTERSECTION OF STATE HIGHWAYS 102 AND 117, GO NORTH FOR 0.8 KM
 LW5695'(0.50 MI) ON STATE HIGHWAY 102 TO THE STATION ON THE RIGHT.  IT IS
 LW5695'28.5 M (93.5 FT) NORTH FROM THE CENTERLINE OF A GRAVEL AND STONE
 LW5695'DRIVEWAY OF THE SHELDON RESIDENCE, 10.05 M (33.0 FT) EAST FROM THE
 LW5695'CENTERLINE OF STATE HIGHWAY 102, 9.45 M (31.0 FT) SOUTH FROM A NET+T
 LW5695'CO POLE 85, 1.1 M (3.6 FT) WEST FROM A FIBERGLASS WITNESS POST.  MARK
 LW5695'IS RECESSED .08 M (0.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5696 ***********************************************************************
 LW5696  DESIGNATION -  CO 007
 LW5696  PID         -  LW5696
 LW5696  STATE/COUNTY-  RI/KENT
 LW5696  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5696
 LW5696                         *CURRENT SURVEY CONTROL
 LW5696  ___________________________________________________________________
 LW5696* NAD 83(1996)-  41 42 24.03442(N)    071 41 49.75923(W)     ADJUSTED  
 LW5696* NAVD 88     -       163.555  (meters)     536.60   (feet)  ADJUSTED  
 LW5696  ___________________________________________________________________
 LW5696  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 LW5696  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW5696  DYNAMIC HT  -         163.497 (meters)     536.41  (feet)  COMP
 LW5696  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 LW5696
 LW5696  HORZ ORDER  -  SECOND
 LW5696  VERT ORDER  -  SECOND    CLASS II
 LW5696
 LW5696.The horizontal coordinates were established by classical geodetic methods
 LW5696.and adjusted by the National Geodetic Survey in August 1998..
 LW5696
 LW5696.The orthometric height was determined by differential leveling
 LW5696.and adjusted by the National Geodetic Survey in April 1995..
 LW5696
 LW5696.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5696
 LW5696.The geoid height was determined by GEOID03.
 LW5696
 LW5696.The dynamic height is computed by dividing the NAVD 88
 LW5696.geopotential number by the normal gravity value computed on the
 LW5696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5696.degrees latitude (g = 980.6199 gals.).
 LW5696
 LW5696.The modeled gravity was interpolated from observed gravity values.
 LW5696
 LW5696;                    North         East     Units Scale Factor Converg.
 LW5696;SPC RI       -    69,247.780    83,590.828   MT  0.99999706   -0 07 52.2
 LW5696;SPC RI       -   227,190.42    274,247.57   sFT  0.99999706   -0 07 52.2
 LW5696;SPC CT       -   249,927.152   392,425.792   MT  0.99998769   +0 41 53.2
 LW5696;SPC CT       -   819,969.33  1,287,483.62   sFT  0.99998769   +0 41 53.2
 LW5696;UTM  19      - 4,620,725.137   275,595.468   MT  1.00021973   -1 47 42.8
 LW5696
 LW5696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5696!SPC RI       -   0.99997905  x   0.99999706  =   0.99997611
 LW5696!SPC CT       -   0.99997905  x   0.99998769  =   0.99996674
 LW5696!UTM  19      -   0.99997905  x   1.00021973  =   1.00019878
 LW5696
 LW5696                          SUPERSEDED SURVEY CONTROL
 LW5696
 LW5696  NAD 83(1996)-  41 42 24.03366(N)    071 41 49.75887(W) AD(       ) 2
 LW5696  NAD 83(1992)-  41 42 24.03320(N)    071 41 49.75850(W) AD(       ) 2
 LW5696  NAD 83(1992)-  41 42 24.03291(N)    071 41 49.75893(W) AD(       ) 2
 LW5696  NAD 83(1986)-  41 42 24.03290(N)    071 41 49.75858(W) AD(       ) 2
 LW5696  NGVD 29 (06/01/94)  163.81   (m)          537.4    (f) LEVELING    3  
 LW5696
 LW5696.Superseded values are not recommended for survey control.
 LW5696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5696.See file dsdata.txt to determine how the superseded data were derived.
 LW5696
 LW5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7559520725(NAD 83)
 LW5696_MARKER: DD = SURVEY DISK
 LW5696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5696_SP_SET: CONCRETE POST
 LW5696_STAMPING: CO 007 1987
 LW5696_MARK LOGO: RIGS  
 LW5696_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5696+STABILITY: SURFACE MOTION
 LW5696
 LW5696  HISTORY     - Date     Condition        Report By
 LW5696  HISTORY     - 1987     MONUMENTED       RIGS
 LW5696
 LW5696                          STATION DESCRIPTION
 LW5696
 LW5696'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5696'THE STATION IS LOCATED ABOUT 5.12 KM (3.20 MI) WEST NORTHWEST OF
 LW5696'COVENTRY CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5696'STATION FROM THE INTERSECTION OF STATE HIGHWAYS 102 AND 117, GO NORTH
 LW5696'FOR 1.6 KM (1.00 MI) ON HIGHWAY 102 TO THE STATION ON THE RIGHT.  IT
 LW5696'IS 35.4 M (116.1 FT) NORTH FROM A NET+T CO POLE 101, 17.2 M (56.4 FT)
 LW5696'SOUTH FROM A NET+T CO POLE 102, 11.4 M (37.4 FT) EAST FROM THE
 LW5696'CENTERLINE OF HIGHWAY 102, 2.45 M (8.0 FT) WEST FROM A FIBERGLASS
 LW5696'WITNESS POST.  MARK IS RECESSED .05 M (0.2 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5697 ***********************************************************************
 LW5697  DESIGNATION -  CO 008
 LW5697  PID         -  LW5697
 LW5697  STATE/COUNTY-  RI/KENT
 LW5697  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5697
 LW5697                         *CURRENT SURVEY CONTROL
 LW5697  ___________________________________________________________________
 LW5697* NAD 83(1996)-  41 43 29.00510(N)    071 42 01.72718(W)     ADJUSTED  
 LW5697* NAVD 88     -       140.570  (meters)     461.19   (feet)  ADJUSTED  
 LW5697  ___________________________________________________________________
 LW5697  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 LW5697  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW5697  DYNAMIC HT  -         140.521 (meters)     461.03  (feet)  COMP
 LW5697  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 LW5697
 LW5697  HORZ ORDER  -  SECOND
 LW5697  VERT ORDER  -  SECOND    CLASS II
 LW5697
 LW5697.The horizontal coordinates were established by classical geodetic methods
 LW5697.and adjusted by the National Geodetic Survey in August 1998..
 LW5697
 LW5697.The orthometric height was determined by differential leveling
 LW5697.and adjusted by the National Geodetic Survey in April 1995..
 LW5697
 LW5697.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5697
 LW5697.The geoid height was determined by GEOID03.
 LW5697
 LW5697.The dynamic height is computed by dividing the NAVD 88
 LW5697.geopotential number by the normal gravity value computed on the
 LW5697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5697.degrees latitude (g = 980.6199 gals.).
 LW5697
 LW5697.The modeled gravity was interpolated from observed gravity values.
 LW5697
 LW5697;                    North         East     Units Scale Factor Converg.
 LW5697;SPC RI       -    71,252.893    83,318.804   MT  0.99999717   -0 08 00.3
 LW5697;SPC RI       -   233,768.87    273,355.11   sFT  0.99999717   -0 08 00.3
 LW5697;SPC CT       -   251,928.100   392,124.778   MT  0.99998869   +0 41 45.2
 LW5697;SPC CT       -   826,534.11  1,286,496.04   sFT  0.99998869   +0 41 45.2
 LW5697;UTM  19      - 4,622,737.754   275,381.748   MT  1.00022091   -1 47 53.0
 LW5697
 LW5697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5697!SPC RI       -   0.99998265  x   0.99999717  =   0.99997982
 LW5697!SPC CT       -   0.99998265  x   0.99998869  =   0.99997134
 LW5697!UTM  19      -   0.99998265  x   1.00022091  =   1.00020356
 LW5697
 LW5697                          SUPERSEDED SURVEY CONTROL
 LW5697
 LW5697  NAD 83(1996)-  41 43 29.00441(N)    071 42 01.72680(W) AD(       ) 2
 LW5697  NAD 83(1992)-  41 43 29.00389(N)    071 42 01.72642(W) AD(       ) 2
 LW5697  NAD 83(1992)-  41 43 29.00363(N)    071 42 01.72676(W) AD(       ) 2
 LW5697  NAD 83(1986)-  41 43 29.00364(N)    071 42 01.72683(W) AD(       ) 2
 LW5697  NGVD 29 (06/01/94)  140.83   (m)          462.0    (f) LEVELING    3  
 LW5697
 LW5697.Superseded values are not recommended for survey control.
 LW5697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5697.See file dsdata.txt to determine how the superseded data were derived.
 LW5697
 LW5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7538222738(NAD 83)
 LW5697_MARKER: DD = SURVEY DISK
 LW5697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5697_SP_SET: CONCRETE POST
 LW5697_STAMPING: CO 008 1987
 LW5697_MARK LOGO: RIGS  
 LW5697_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5697+STABILITY: SURFACE MOTION
 LW5697
 LW5697  HISTORY     - Date     Condition        Report By
 LW5697  HISTORY     - 1987     MONUMENTED       RIGS
 LW5697
 LW5697                          STATION DESCRIPTION
 LW5697
 LW5697'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5697'THE STATION IS LOCATED ABOUT 5.84 KM (3.65 MI) NORTH NORTHWEST OF
 LW5697'COVENTRY CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5697'STATION FROM THE INTERSECTION OF STATE HIGHWAYS 102 AND 117, GO NORTH
 LW5697'FOR 3.68 KM (2.30 MI) ON HIGHWAY 102 TO THE STATION ON THE RIGHT.  IT
 LW5697'IS 34.5 M (113.2 FT) SOUTHEAST FROM A NET+T POLE 145, 19.1 M (62.7
 LW5697'FT) NORTHEAST FROM THE CENTER OF A MANHOLE COVER, 9.4 M (30.8 FT)
 LW5697'EAST FROM THE CENTERLINE OF HIGHWAY 102, 3.9 M (12.8 FT) WEST FROM A
 LW5697'FIBERGLASS WITNESS POST.  MARK IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2393 ***********************************************************************
 LW2393  DESIGNATION -  COAL
 LW2393  PID         -  LW2393
 LW2393  STATE/COUNTY-  RI/NEWPORT
 LW2393  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2393
 LW2393                         *CURRENT SURVEY CONTROL
 LW2393  ___________________________________________________________________
 LW2393* NAD 83(1996)-  41 36 54.55430(N)    071 16 11.57124(W)     ADJUSTED  
 LW2393* NAVD 88     -                                                        
 LW2393  ___________________________________________________________________
 LW2393  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 LW2393  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW2393
 LW2393  HORZ ORDER  -  THIRD
 LW2393
 LW2393.The horizontal coordinates were established by classical geodetic methods
 LW2393.and adjusted by the National Geodetic Survey in August 1998..
 LW2393
 LW2393
 LW2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2393
 LW2393.The geoid height was determined by GEOID03.
 LW2393
 LW2393;                    North         East     Units Scale Factor Converg.
 LW2393;SPC RI       -    59,089.565   119,179.874   MT  0.99999828   +0 09 10.2
 LW2393;SPC RI       -   193,863.01    391,009.30   sFT  0.99999828   +0 09 10.2
 LW2393;UTM  19      - 4,609,537.272   310,879.511   MT  1.00004016   -1 30 28.5
 LW2393
 LW2393                          SUPERSEDED SURVEY CONTROL
 LW2393
 LW2393  NAD 83(1996)-  41 36 54.55394(N)    071 16 11.57124(W) AD(       ) 4
 LW2393  NAD 83(1992)-  41 36 54.55280(N)    071 16 11.57012(W) AD(       ) 4
 LW2393  NAD 83(1992)-  41 36 54.55203(N)    071 16 11.57037(W) AD(       ) 4
 LW2393  NAD 83(1986)-  41 36 54.55231(N)    071 16 11.56889(W) AD(       ) 4
 LW2393  NAD 27      -  41 36 54.12800(N)    071 16 13.47300(W) AD(       ) 3
 LW2393
 LW2393.Superseded values are not recommended for survey control.
 LW2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2393.See file dsdata.txt to determine how the superseded data were derived.
 LW2393
 LW2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1088009537(NAD 83)
 LW2393
 LW2393  HISTORY     - Date     Condition        Report By
 LW2393  HISTORY     - 1915     MONUMENTED       CGS
 LW2393  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2393  HISTORY     - 19960317 MARK NOT FOUND   USPSQD
 LW2393
 LW2393                          STATION DESCRIPTION
 LW2393
 LW2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2393'STATION IS ON THE W.  SIDE OF THE ISLAND OF RHODE ISLAND, ABOUT
 LW2393'1-1/4 MILES S OF HOG ISLAND SHOAL LIGHTHOUSE, 450 METERS SE BY E
 LW2393'OF THE COAL MINES WHARF, AND 200 METERS FROM THE SHORE.  THE
 LW2393'STATION IS ABOUT 58 METERS TO THE WESTWARD OF A PROMINENT BLACK
 LW2393'STACK AND 220 METERS W OF THE NEW YORK, NEW HAVEN AND HARTFORD
 LW2393'RAILROAD.  IT IS THE NW GABLE OF A COAL BREAKER, A LARGE
 LW2393'WOODEN BUILDING.
 LW2393
 LW2393                          STATION RECOVERY (1935)
 LW2393
 LW2393'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2393'THE WOODEN BUILDING USED AS A COAL BREAKER IS NO LONGER IN
 LW2393'EXISTENCE.
 LW2393
 LW2393                          STATION RECOVERY (1996)
 LW2393
 LW2393'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW2393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2430 ***********************************************************************
 LW2430  DESIGNATION -  COASTERS HARBOR IS LT ON ROCK
 LW2430  PID         -  LW2430
 LW2430  STATE/COUNTY-  RI/NEWPORT
 LW2430  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2430
 LW2430                         *CURRENT SURVEY CONTROL
 LW2430  ___________________________________________________________________
 LW2430* NAD 83(1996)-  41 30 09.55877(N)    071 19 32.28930(W)     ADJUSTED  
 LW2430* NAVD 88     -                                                        
 LW2430  ___________________________________________________________________
 LW2430  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LW2430  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2430
 LW2430  HORZ ORDER  -  THIRD
 LW2430
 LW2430.The horizontal coordinates were established by classical geodetic methods
 LW2430.and adjusted by the National Geodetic Survey in August 1998..
 LW2430
 LW2430
 LW2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2430
 LW2430.The geoid height was determined by GEOID03.
 LW2430
 LW2430;                    North         East     Units Scale Factor Converg.
 LW2430;SPC RI       -    46,584.098   114,558.050   MT  0.99999636   +0 06 56.0
 LW2430;SPC RI       -   152,834.66    375,845.87   sFT  0.99999636   +0 06 56.0
 LW2430;UTM  19      - 4,597,170.173   305,897.321   MT  1.00006367   -1 32 29.7
 LW2430
 LW2430                          SUPERSEDED SURVEY CONTROL
 LW2430
 LW2430  NAD 83(1996)-  41 30 09.55837(N)    071 19 32.28862(W) AD(       ) 4
 LW2430  NAD 83(1992)-  41 30 09.55717(N)    071 19 32.28863(W) AD(       ) 4
 LW2430  NAD 83(1992)-  41 30 09.55662(N)    071 19 32.28826(W) AD(       ) 4
 LW2430  NAD 83(1986)-  41 30 09.55659(N)    071 19 32.28652(W) AD(       ) 4
 LW2430  NAD 27      -  41 30 09.19404(N)    071 19 34.09414(W) AD(       ) 3
 LW2430
 LW2430.Superseded values are not recommended for survey control.
 LW2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2430.See file dsdata.txt to determine how the superseded data were derived.
 LW2430
 LW2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0589797170(NAD 83)
 LW2430
 LW2430  HISTORY     - Date     Condition        Report By
 LW2430  HISTORY     - UNK      MONUMENTED
 LW2430  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2430  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2430
 LW2430                          STATION DESCRIPTION
 LW2430
 LW2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2430'THE LIGHT IS LOCATED ON A LARGE ROCK, ABOUT 100 METERS SW OF THE
 LW2430'SW CORNER OF THE S DOCK AT THE NAVAL TRAINING STATION ON COASTERS
 LW2430'HARBOR ISLAND.  IT IS AN IRON POLE ABOUT 10 FEET HIGH WITH THE
 LW2430'LIGHT MOUNTED ON THE TOP.
 LW2430
 LW2430                          STATION RECOVERY (1956)
 LW2430
 LW2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2430'THE STATION WAS RECOVERED IN GOOD CONDITON.  THE PUBLISHED
 LW2430'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0097 ***********************************************************************
 LW0097  DESIGNATION -  COFFEE 2 USN
 LW0097  PID         -  LW0097
 LW0097  STATE/COUNTY-  RI/WASHINGTON
 LW0097  USGS QUAD   -  WICKFORD (1995)
 LW0097
 LW0097                         *CURRENT SURVEY CONTROL
 LW0097  ___________________________________________________________________
 LW0097* NAD 83(1996)-  41 35 38.13747(N)    071 24 38.37834(W)     ADJUSTED  
 LW0097* NAVD 88     -         2.248  (meters)       7.38   (feet)  ADJUSTED  
 LW0097  ___________________________________________________________________
 LW0097  X           -   1,522,838.465 (meters)                     COMP
 LW0097  Y           -  -4,527,809.602 (meters)                     COMP
 LW0097  Z           -   4,211,961.252 (meters)                     COMP
 LW0097  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 LW0097  ELLIP HEIGHT-         -27.74  (meters)          (08/17/98) GPS OBS
 LW0097  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW0097  DYNAMIC HT  -           2.247 (meters)       7.37  (feet)  COMP
 LW0097  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 LW0097
 LW0097  HORZ ORDER  -  THIRD
 LW0097  VERT ORDER  -  FIRST     CLASS I
 LW0097  ELLP ORDER  -  FOURTH    CLASS I
 LW0097
 LW0097.This mark is at Quonset State Airport (OQU)
 LW0097
 LW0097.The horizontal coordinates were established by GPS observations
 LW0097.and adjusted by the National Geodetic Survey in August 1998..
 LW0097
 LW0097.The orthometric height was determined by differential leveling
 LW0097.and adjusted by the National Geodetic Survey in June 1991..
 LW0097
 LW0097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW0097
 LW0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0097
 LW0097.The ellipsoidal height was determined by GPS observations
 LW0097.and is referenced to NAD 83.
 LW0097
 LW0097.The geoid height was determined by GEOID03.
 LW0097
 LW0097.The dynamic height is computed by dividing the NAVD 88
 LW0097.geopotential number by the normal gravity value computed on the
 LW0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0097.degrees latitude (g = 980.6199 gals.).
 LW0097
 LW0097.The modeled gravity was interpolated from observed gravity values.
 LW0097
 LW0097;                    North         East     Units Scale Factor Converg.
 LW0097;SPC RI       -    56,710.277   107,448.659   MT  0.99999443   +0 03 33.5
 LW0097;SPC RI       -   186,056.97    352,521.14   sFT  0.99999443   +0 03 33.5
 LW0097;UTM  19      - 4,607,498.763   299,083.429   MT  1.00009679   -1 36 03.0
 LW0097
 LW0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0097!SPC RI       -   1.00000435  x   0.99999443  =   0.99999878
 LW0097!UTM  19      -   1.00000435  x   1.00009679  =   1.00010114
 LW0097
 LW0097                          SUPERSEDED SURVEY CONTROL
 LW0097
 LW0097  NAD 83(1996)-  41 35 38.13732(N)    071 24 38.37811(W) AD(       ) 3
 LW0097  NAD 83(1992)-  41 35 38.13580(N)    071 24 38.37744(W) AD(       ) 3
 LW0097  ELLIP H (01/17/96)  -27.79   (m)                       GP(       ) 4 2
 LW0097  NAD 83(1992)-  41 35 38.13590(N)    071 24 38.37761(W) AD(       ) 3
 LW0097  NAD 83(1986)-  41 35 38.13408(N)    071 24 38.37427(W) AD(       ) 3
 LW0097  NAD 27      -  41 35 37.77702(N)    071 24 40.18113(W) AD(       ) 3
 LW0097  NGVD 29 (??/??/92)    2.513  (m)            8.24   (f) ADJ UNCH    1 1
 LW0097
 LW0097.Superseded values are not recommended for survey control.
 LW0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0097.See file dsdata.txt to determine how the superseded data were derived.
 LW0097
 LW0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9908307499(NAD 83)
 LW0097_MARKER: Z = SEE DESCRIPTION
 LW0097_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW0097_SP_SET: CONCRET APRON
 LW0097_MARK LOGO: USN   
 LW0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0097+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1988
 LW0097
 LW0097  HISTORY     - Date     Condition        Report By
 LW0097  HISTORY     - UNK      MONUMENTED       USN
 LW0097  HISTORY     - 1965     GOOD             NGS
 LW0097  HISTORY     - 1985     GOOD             NGS
 LW0097  HISTORY     - 19880601 GOOD             NGS
 LW0097
 LW0097                          STATION DESCRIPTION
 LW0097
 LW0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0097'AT QUONSET POINT NAS.
 LW0097'AT QUONSET POINT NAVAL AIR STATION, 417 FEET EAST OF THE SOUTHEAST
 LW0097'CORNER OF THE OPERATIONS BUILDING AND CONTROL TOWER, SET ON THE
 LW0097'TOP OF A CONCRETE APRON, 10.3 FEET WEST OF THE WEST EDGE OF A
 LW0097'BLACK TOP TAXI STRIP WHICH IS ALSO THE EAST EDGE OF CONCRETE,
 LW0097'139 1/2 FEET NORTH OF THE SOUTH END OF THE CONCRETE WHICH IS
 LW0097'ALSO THE NORTH EDGE OF TAXI STRIP AND ABOUT LEVEL WITH THE
 LW0097'RUNWAYS.
 LW0097
 LW0097                          STATION RECOVERY (1985)
 LW0097
 LW0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW0097'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF DAVISVILLE,
 LW0097'4.4 KM (2.75 MI) EAST-NORTHEAST OF WICKFORD AND JUST EAST OF THE
 LW0097'CONTROL TOWER.  OWNERSHIP--STATE OF PHODE ISLAND, QUONSET STATE
 LW0097'AIRPORT, MR ALFORD BASTIEN, AIRPORT MANAGER, NORTH KINGSTON RHODE
 LW0097'ISLAND 02856, PHONE 401-294-4504. NOTE-SEE ABOVE BEFORE ENTERING
 LW0097'AIRPORT.  TO REACH THE STATION, SEE GENERAL LOCATION AND WRITE UP
 LW0097'BELOW.  THE STATION MARK IS A 1/4 INCH BRASS PLUG IN THE CONCRETE TAXI
 LW0097'STRIP---NO STAMPING---, FLUSH. LOCATED 127 METERS (417 FT) EAST FROM
 LW0097'THE SOUTHEAST CORNER OF THE OPERATIONS BUILDING AND CONTROL TOWER,
 LW0097'43 METERS (139.5 FT) NORTH FROM THE SOUTH END OF THE CONCRETE WHICH IS
 LW0097'ALSO THE NORTH EDGE OF THE TAXI STRIP AND 3.14 METERS (10.3 FT) WEST
 LW0097'FROM THE WEST EDGE OF A TAXI STRIP AND ALSO THE EAST EDGE OF THE
 LW0097'CONCRETE.
 LW0097
 LW0097                          STATION RECOVERY (1988)
 LW0097
 LW0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LW0097'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) SOUTHEAST OF DAVISVILLE,
 LW0097'4.4 KM (2.75 MI) EAST-NORTHEAST OF WICKFORD, AT QUONSET POINT STATE
 LW0097'AIRPORT, IN THE EAST EDGE OF THE CONCRETE APRON JUST EAST OF THE
 LW0097'CONTROL TOWER.
 LW0097'OWNERSHIP--STATE OF RHODE ISLAND, C/O AIRPORT MANAGER ALFRED J.
 LW0097'BASTIEN, JR., 240 AIRPORT STREET, NORTH KINGSTOWN RI 02852.  PHONE
 LW0097'401-294-4504.
 LW0097'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 1A IN
 LW0097'THE NORTHWEST EDGE OF WICKFORD, GO NORTH FOR 3.5 KM (2.15 MI) ON
 LW0097'HIGHWAY 1 TO THE JUNCTION OF QUONSET ROAD ON THE RIGHT, AT A STOP
 LW0097'LIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 2.8 KM (1.75 MI) ON QUONSET
 LW0097'ROAD TO A FORK.  BEAR LEFT AND GO EAST-NORTHEAST FOR 1.0 KM (0.60 MI)
 LW0097'ON BELVER AVENUE TO A SHARP RIGHT CURVE.  TURN RIGHT AND GO
 LW0097'SOUTH-SOUTHEAST FOR 0.6 KM (0.35 MI) ON AIRPORT STREET TO A PAVED
 LW0097'DRIVE ON THE LEFT.  TURN LEFT AND GO EAST-NORTHEAST FOR 0.1 KM
 LW0097'(0.05 MI) ON THE PAVED DRIVE TO GATE NUMBER ONE ON THE SOUTH SIDE OF
 LW0097'THE AIRPORT TERMINAL BUILDING AND CONTROL TOWER.  PASS THROUGH GATE
 LW0097'AND GO EAST-NORTHEAST FOR 0.2 KM (0.10 MI) ON THE CONCRETE APRON TO
 LW0097'THE STATION, AT THE EAST-NORTHEAST EDGE.
 LW0097'THE STATION IS A 6 MM BRASS PLUG THAT BEARS NO STAMPING IN THE CENTER
 LW0097'OF A CHISELED TRIANGLE IN THE SOUTHWEST CORNER OF THE TENTH SECTION OF
 LW0097'CONCRETE FROM THE SOUTH END OF THE CONCRETE APRON AND THE FIRST
 LW0097'SECTION OF CONCRETE FROM THE EAST END OF THE CONCRETE APRON AND IS
 LW0097'FLUSH WITH THE CONCRETE.  LOCATED 127.1 M (417.0 FT) EAST FROM THE
 LW0097'SOUTHEAST CORNER OF THE OPERATIONS BUILDING AND CONTROL TOWER, 42.5 M
 LW0097'(139.4 FT) NORTH-NORTHWEST FROM THE SOUTH EDGE OF THE CONCRETE APRON
 LW0097'WHICH IS ALSO THE NORTH EDGE OF THE ASPHALT TAXIWAY, 4.3 M (14.1 FT)
 LW0097'WEST-NORTHWEST FROM THE CENTER OF A ROUND METAL DRAIN COVER IN THE
 LW0097'CONCRETE APRON, 3.2 M (10.5 FT) WEST-SOUTHWEST FROM THE EAST EDGE OF
 LW0097'THE CONCRETE APRON WINGH IS ALSO THE WEST EDGE OF AN ASPHALT TAXIWAY,
 LW0097'0.63 M (2.1 FT) EAST-NORTHEAST FROM THE WEST EDGE OF THE SECTION OF
 LW0097'CONCRETE, AND 0.15 M (0.5 FT) NORTH-NORTHWEST FROM THE SOUTH EDGE OF
 LW0097'THE CONCRETE SECTION.
 LW0097'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2370 ***********************************************************************
 LW2370  DESIGNATION -  COG
 LW2370  PID         -  LW2370
 LW2370  STATE/COUNTY-  RI/NEWPORT
 LW2370  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2370
 LW2370                         *CURRENT SURVEY CONTROL
 LW2370  ___________________________________________________________________
 LW2370* NAD 83(1996)-  41 31 15.13771(N)    071 19 24.89854(W)     ADJUSTED  
 LW2370* NAVD 88     -                                                        
 LW2370  ___________________________________________________________________
 LW2370  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LW2370  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW2370
 LW2370  HORZ ORDER  -  THIRD
 LW2370
 LW2370.The horizontal coordinates were established by classical geodetic methods
 LW2370.and adjusted by the National Geodetic Survey in August 1998..
 LW2370
 LW2370
 LW2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2370
 LW2370.The geoid height was determined by GEOID03.
 LW2370
 LW2370;                    North         East     Units Scale Factor Converg.
 LW2370;SPC RI       -    48,607.614   114,725.330   MT  0.99999642   +0 07 01.0
 LW2370;SPC RI       -   159,473.48    376,394.69   sFT  0.99999642   +0 07 01.0
 LW2370;UTM  19      - 4,599,188.139   306,123.073   MT  1.00006259   -1 32 26.8
 LW2370
 LW2370                          SUPERSEDED SURVEY CONTROL
 LW2370
 LW2370  NAD 83(1996)-  41 31 15.13736(N)    071 19 24.89791(W) AD(       ) 4
 LW2370  NAD 83(1992)-  41 31 15.13603(N)    071 19 24.89784(W) AD(       ) 4
 LW2370  NAD 83(1992)-  41 31 15.13551(N)    071 19 24.89753(W) AD(       ) 4
 LW2370  NAD 83(1986)-  41 31 15.13568(N)    071 19 24.89569(W) AD(       ) 4
 LW2370  NAD 27      -  41 31 14.76600(N)    071 19 26.71000(W) AD(       ) 3
 LW2370
 LW2370.Superseded values are not recommended for survey control.
 LW2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2370.See file dsdata.txt to determine how the superseded data were derived.
 LW2370
 LW2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0612399188(NAD 83)
 LW2370
 LW2370  HISTORY     - Date     Condition        Report By
 LW2370  HISTORY     - 1915     MONUMENTED       CGS
 LW2370  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2370  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2370
 LW2370                          STATION DESCRIPTION
 LW2370
 LW2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2370'STATION IS THE CHIMNEY OF A RESIDENCE ON THE W SIDE OF THE
 LW2370'ISLAND OF RHODE ISLAND, NEAR THE SW CORNER OF CODDINGTON COVE
 LW2370'AND 250 METERS S FROM ITS TERMINATING POINT.  IT IS THE WSW
 LW2370'CHIMNEY, AND THE HOUSE IS THE ONLY ONE NOW REMAINING IN THE
 LW2370'VICINITY.
 LW2370
 LW2370                          STATION RECOVERY (1934)
 LW2370
 LW2370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2370'THIS STATION IS LOST.  THE HOUSE AND CHIMNEY WERE TORN DOWN.
 LW2370
 LW2370                          STATION RECOVERY (1935)
 LW2370
 LW2370'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2370'THERE ARE NO LONGER ANY HOUSES IN THIS VICINITY.  THE LAND IS NOW
 LW2370'A GOVERNMENT RESERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2679 ***********************************************************************
 LW2679  DESIGNATION -  COLLEGE HILL 1835
 LW2679  PID         -  LW2679
 LW2679  STATE/COUNTY-  RI/PROVIDENCE
 LW2679  USGS QUAD   -  PROVIDENCE (1975)
 LW2679
 LW2679                         *CURRENT SURVEY CONTROL
 LW2679  ___________________________________________________________________
 LW2679* NAD 83(1996)-  41 50 18.67508(N)    071 23 58.91106(W)     ADJUSTED  
 LW2679* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 LW2679  ___________________________________________________________________
 LW2679  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 LW2679  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW2679
 LW2679  HORZ ORDER  -  THIRD
 LW2679
 LW2679.The horizontal coordinates were established by classical geodetic methods
 LW2679.and adjusted by the National Geodetic Survey in August 1998..
 LW2679
 LW2679.The orthometric height was scaled from a topographic map.
 LW2679
 LW2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2679
 LW2679.The geoid height was determined by GEOID03.
 LW2679
 LW2679;                    North         East     Units Scale Factor Converg.
 LW2679;SPC RI       -    83,877.603   108,331.062   MT  0.99999460   +0 04 00.9
 LW2679;SPC RI       -   275,188.44    355,416.16   sFT  0.99999460   +0 04 00.9
 LW2679;UTM  19      - 4,634,631.669   300,754.577   MT  1.00008853   -1 36 04.3
 LW2679
 LW2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2679!SPC RI       -   0.99999494  x   0.99999460  =   0.99998954
 LW2679!UTM  19      -   0.99999494  x   1.00008853  =   1.00008347
 LW2679
 LW2679:                Primary Azimuth Mark                     Grid Az
 LW2679:SPC RI       -  VERIFICATION NORTH BASE                  025 43 49.6
 LW2679:UTM  19      -  VERIFICATION NORTH BASE                  027 23 54.8
 LW2679
 LW2679|---------------------------------------------------------------------|
 LW2679| PID    Reference Object                     Distance      Geod. Az  |
 LW2679|                                                           dddmmss.s |
 LW2679| LW2596 VERIFICATION NORTH BASE             APPROX. 8.5 KM 0254750.5 |
 LW2679| LW2642 GREAT ROCK                          APPROX. 9.6 KM 0761919.8 |
 LW2679| LW2631 RHODE ISLAND CORNER                 APPROX. 9.7 KM 1352744.4 |
 LW2679| LW2303 MT HOPE BORDEN 1836                 APPROX.22.6 KM 1435439.1 |
 LW2679|---------------------------------------------------------------------|
 LW2679
 LW2679                          SUPERSEDED SURVEY CONTROL
 LW2679
 LW2679  NAD 83(1996)-  41 50 18.67503(N)    071 23 58.91103(W) AD(       ) 3
 LW2679  NAD 83(1992)-  41 50 18.67360(N)    071 23 58.91018(W) AD(       ) 3
 LW2679  NAD 83(1992)-  41 50 18.67353(N)    071 23 58.91021(W) AD(       ) 3
 LW2679  NAD 83(1986)-  41 50 18.67292(N)    071 23 58.90883(W) AD(       ) 3
 LW2679  NAD 27      -  41 50 18.31100(N)    071 24 00.70800(W) AD(       ) 3
 LW2679
 LW2679.Superseded values are not recommended for survey control.
 LW2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2679.See file dsdata.txt to determine how the superseded data were derived.
 LW2679
 LW2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0075534632(NAD 83)
 LW2679
 LW2679  HISTORY     - Date     Condition        Report By
 LW2679  HISTORY     - 1835     MONUMENTED       SURCOA
 LW2679  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2679
 LW2679                          STATION DESCRIPTION
 LW2679
 LW2679'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2679'NEITHER THE LOCATION NOR THE MARKING OF THIS STATION IS GIVEN,
 LW2679'NOR IS IT NOTED AS DESTROYED.
 LW2679'
 LW2679'THE GEOGRAPHIC POSITION IS THAT OF THE MORE NORTHEASTERLY OF
 LW2679'TWO SUMMITS OF THE HILL LYING BETWEEN THE PROVIDENCE AND SEEKONK
 LW2679'RIVERS.  THIS SUMMIT IS NEAR THE INTERSECTION OF HOPE STREET
 LW2679'AND DOYLE AVENUE.  IF IN EXISTENCE IN 1835, HOPE STREET WAS A
 LW2679'ROUGH COUNTRY ROAD KNOWN AS EAST PAWTUCKET TURNPIKE.  DOYLE
 LW2679'AVENUE WAS NOT LAID OUT UNTIL MANY YEARS LATER.  ON THIS SUMMIT
 LW2679'STANDS LADD ASTRONOMICAL OBSERVATORY OF BROWN UNIVERSITY
 LW2679'ERECTED IN 1891.
 LW2679'
 LW2679'THIS SUMMIT IS LOCALLY KNOWN AS TIN-TOP.  FOUR INDEPENDENT
 LW2679'SOURCES AGREE THAT THIS NAME CAME FROM A BRIGHT PIECE OF TIN,
 LW2679'CONICAL IN SHAPE, HUNG IN A VERY HIGH OAK TREE AND USED AS A
 LW2679'SIGHT BY NAVIGATORS AND SURVEYORS.  TWO LADIES STATE THAT THEY
 LW2679'REMEMBER A PLATFORM IN THIS TREE.  JOHN E. CANNING STATES THAT
 LW2679'THE TREE WAS CUT DOWN IN 1907 AT THE TIME THAT HIS RESIDENCE WAS
 LW2679'BUILT AT 205 DOYLE AVENUE.  NEITHER HE NOR THE CONTRACTOR WHO
 LW2679'BUILT HIS HOUSE CAN RECALL FINDING A BURIED MARKER, NOR CAN
 LW2679'THEY REMEMBER WHAT BECAME OF THE TIN CONE.
 LW2679'
 LW2679'ENGINEERS IN THE EMPLOY OF THE CITY OF PROVIDENCE HAVE
 LW2679'ESTABLISHED A POINT WHICH THEY BELIEVE IS THE POSITION OF THE
 LW2679'STATION.  IT IS ABOUT 100 FEET EASTERLY OF THE E PROPERTY LINE
 LW2679'OF HOPE STREET AND ABOUT 60 FEET SOUTHERLY OF THE S LINE OF
 LW2679'DOYLE AVENUE.  IT IS A LITTLE TO THE SW OF CANNINGS HOUSE AND
 LW2679'A LITTLE TO THE SE OF GILBANES HOUSE AT 451 HOPE STREET.
 LW2679'DIGGING A HOLE 3 FEET DEEP AT THIS POINT FAILED TO REVEAL ANY
 LW2679'CLUE.
 LW2679'
 LW2679'THE STATION IS LOST AND PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2336 ***********************************************************************
 LW2336  DESIGNATION -  COLT 1913
 LW2336  PID         -  LW2336
 LW2336  STATE/COUNTY-  RI/BRISTOL
 LW2336  USGS QUAD   -  BRISTOL (1975)
 LW2336
 LW2336                         *CURRENT SURVEY CONTROL
 LW2336  ___________________________________________________________________
 LW2336* NAD 83(1996)-  41 40 56.87639(N)    071 17 51.31397(W)     ADJUSTED  
 LW2336* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2336  ___________________________________________________________________
 LW2336  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 LW2336  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW2336
 LW2336  HORZ ORDER  -  THIRD
 LW2336
 LW2336.The horizontal coordinates were established by classical geodetic methods
 LW2336.and adjusted by the National Geodetic Survey in August 1998..
 LW2336
 LW2336.The orthometric height was scaled from a topographic map.
 LW2336
 LW2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2336
 LW2336.The geoid height was determined by GEOID03.
 LW2336
 LW2336;                    North         East     Units Scale Factor Converg.
 LW2336;SPC RI       -    66,559.807   116,853.066   MT  0.99999724   +0 08 04.6
 LW2336;SPC RI       -   218,371.63    383,375.43   sFT  0.99999724   +0 08 04.6
 LW2336;UTM  19      - 4,617,072.208   308,770.226   MT  1.00005003   -1 31 42.1
 LW2336
 LW2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2336!SPC RI       -   1.00000376  x   0.99999724  =   1.00000100
 LW2336!UTM  19      -   1.00000376  x   1.00005003  =   1.00005379
 LW2336
 LW2336:                Primary Azimuth Mark                     Grid Az
 LW2336:SPC RI       -  PATIENCE                                 242 05 52.6
 LW2336:UTM  19      -  PATIENCE                                 243 45 39.3
 LW2336
 LW2336|---------------------------------------------------------------------|
 LW2336| PID    Reference Object                     Distance      Geod. Az  |
 LW2336|                                                           dddmmss.s |
 LW2336| LW2326 PATIENCE                            APPROX. 5.5 KM 2421357.2 |
 LW2336| LW2321 CONIMICUT LIGHTHOUSE                APPROX. 5.5 KM 3140716.8 |
 LW2336|---------------------------------------------------------------------|
 LW2336
 LW2336                          SUPERSEDED SURVEY CONTROL
 LW2336
 LW2336  NAD 83(1996)-  41 40 56.87623(N)    071 17 51.31377(W) AD(       ) 3
 LW2336  NAD 83(1992)-  41 40 56.87465(N)    071 17 51.31305(W) AD(       ) 3
 LW2336  NAD 83(1992)-  41 40 56.87437(N)    071 17 51.31294(W) AD(       ) 3
 LW2336  NAD 83(1986)-  41 40 56.87482(N)    071 17 51.31213(W) AD(       ) 3
 LW2336  NAD 27      -  41 40 56.52000(N)    071 17 53.13000(W) AD(       ) 3
 LW2336
 LW2336.Superseded values are not recommended for survey control.
 LW2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2336.See file dsdata.txt to determine how the superseded data were derived.
 LW2336
 LW2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0877017072(NAD 83)
 LW2336
 LW2336  HISTORY     - Date     Condition        Report By
 LW2336  HISTORY     - 1913     MONUMENTED       CGS
 LW2336  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2336  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2336  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2336
 LW2336                          STATION DESCRIPTION
 LW2336
 LW2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2336'STATION IS ON A SMALL HILL ABOUT 1/4 MILE E OF NORTH POINT, ON
 LW2336'POPASQUASH NECK, IN THE NORTHERN PART OF NARRAGANSETT BAY, AT THE
 LW2336'NORTHERN END OF THE BRIDGE OVER THE ENTRANCE TO MILL GUT.  THIS
 LW2336'IS A HYDROGRAPHIC POINT AND IS MARKED BY A NAIL IN THE TOP OF A
 LW2336'2- BY 4-INCH WOODEN STUB.
 LW2336
 LW2336                          STATION RECOVERY (1934)
 LW2336
 LW2336'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2336'STATION TESTED BY AZIMUTHS AND IS NOW MARKED BY A HOLE IN STONE
 LW2336'MOUND.
 LW2336
 LW2336                          STATION RECOVERY (1935)
 LW2336
 LW2336'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2336'THE WOODEN STAKE OR STUB IS GONE AND THE GRANITE POST SET BY THE
 LW2336'RHODE ISLAND COMMISSION SHELL FISHERIES IN THE SAME OR APPROXIMATE
 LW2336'LOCATION IS LOOSE IN THE GROUND.  THE DISK SET IN THE TOP OF THE
 LW2336'GRANITE POST BY THE SHELL FISH COMMISSION HAS BEEN PRIED OUT.
 LW2336
 LW2336                          STATION RECOVERY (1956)
 LW2336
 LW2336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2336'STATION IS LOST.  NO EVIDENCE OF THIS STATION WAS RECOVERED.  THE
 LW2336'SMALL HILL WAS LOCATED BUT THE GRANITE POST HAS EVIDENTLY BEEN
 LW2336'REMOVED.  FISHERMEN AND SIGHTSEERS VISIT THIS AREA OFTEN, AND A
 LW2336'DIRT ROAD GOES ACROSS THE TOP OF THE SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3066 ***********************************************************************
 LW3066  DESIGNATION -  COMMONS 1873
 LW3066  PID         -  LW3066
 LW3066  STATE/COUNTY-  RI/WASHINGTON
 LW3066  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3066
 LW3066                         *CURRENT SURVEY CONTROL
 LW3066  ___________________________________________________________________
 LW3066* NAD 83(1996)-  41 21 15.02726(N)    071 43 53.04112(W)     ADJUSTED  
 LW3066* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 LW3066  ___________________________________________________________________
 LW3066  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 LW3066  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW3066
 LW3066  HORZ ORDER  -  THIRD
 LW3066
 LW3066.The horizontal coordinates were established by classical geodetic methods
 LW3066.and adjusted by the National Geodetic Survey in August 1998..
 LW3066
 LW3066.The orthometric height was scaled from a topographic map.
 LW3066
 LW3066.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3066
 LW3066.The geoid height was determined by GEOID03.
 LW3066
 LW3066;                    North         East     Units Scale Factor Converg.
 LW3066;SPC RI       -    30,104.735    80,635.795   MT  0.99999836   -0 09 10.4
 LW3066;SPC RI       -    98,768.62    264,552.60   sFT  0.99999836   -0 09 10.4
 LW3066;SPC CT       -   210,745.967   390,037.297   MT  0.99998802   +0 40 31.4
 LW3066;SPC CT       -   691,422.39  1,279,647.37   sFT  0.99998802   +0 40 31.4
 LW3066;UTM  19      - 4,581,674.888   271,507.965   MT  1.00024257   -1 48 19.6
 LW3066
 LW3066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3066!SPC RI       -   0.99999668  x   0.99999836  =   0.99999504
 LW3066!SPC CT       -   0.99999668  x   0.99998802  =   0.99998470
 LW3066!UTM  19      -   0.99999668  x   1.00024257  =   1.00023925
 LW3066
 LW3066:                Primary Azimuth Mark                     Grid Az
 LW3066:SPC RI       -  AJAX                                     108 30 24.4
 LW3066:SPC CT       -  AJAX                                     107 40 42.6
 LW3066:UTM  19      -  AJAX                                     110 09 33.6
 LW3066
 LW3066|---------------------------------------------------------------------|
 LW3066| PID    Reference Object                     Distance      Geod. Az  |
 LW3066|                                                           dddmmss.s |
 LW3066| LW3074 AJAX                                APPROX. 3.9 KM 1082114.0 |
 LW3066|---------------------------------------------------------------------|
 LW3066
 LW3066                          SUPERSEDED SURVEY CONTROL
 LW3066
 LW3066  NAD 83(1992)-  41 21 15.02593(N)    071 43 53.04033(W) AD(       ) 3
 LW3066  NAD 83(1986)-  41 21 15.02460(N)    071 43 53.04173(W) AD(       ) 3
 LW3066  NAD 27      -  41 21 14.66200(N)    071 43 54.80600(W) AD(       ) 3
 LW3066
 LW3066.Superseded values are not recommended for survey control.
 LW3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3066.See file dsdata.txt to determine how the superseded data were derived.
 LW3066
 LW3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7150881675(NAD 83)
 LW3066_MARKER: H = DRILL HOLE
 LW3066_SETTING: 0 = UNSPECIFIED SETTING
 LW3066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3066
 LW3066  HISTORY     - Date     Condition        Report By
 LW3066  HISTORY     - 1873     MONUMENTED       CGS
 LW3066  HISTORY     - 1913     GOOD             CGS
 LW3066  HISTORY     - 1934     GOOD             RIGS
 LW3066  HISTORY     - 1954     GOOD             CGS
 LW3066
 LW3066                          STATION DESCRIPTION
 LW3066
 LW3066'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3066'STATION IS ON THE S END OF A PROMINENT WOODED RIDGE, ABOUT 5
 LW3066'MILES ESE OF WESTERLY AND 3/4 MILE ENE OF QUONOCHONTAUG.  THE
 LW3066'MARK IS A HOLE DRILLED IN THE TOP OF A STONE POST.  A STANDARD
 LW3066'REFERENCE DISK, SET IN THE TOP OF A LARGE BOULDER PROJECTING
 LW3066'3 FEET, IS 3.39 METERS (11.12 FEET) FROM THE STATION.
 LW3066
 LW3066                          STATION RECOVERY (1934)
 LW3066
 LW3066'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3066'THE STATION AND REFERENCE DISKS WERE FOUND AS DESCRIBED AND IN
 LW3066'EXCELLENT CONDITION.
 LW3066'
 LW3066'THE STATION IS ABOUT 1/4 MILE N OF THE HIGHWAY FROM WESTERLY
 LW3066'TO WAKEFIELD (U.S. HIGHWAY 1) AND ABOUT 1/8 MILE E OF A DIRT
 LW3066'ROAD WHICH RUNS UP THE HILL IN A ZIG-ZAG COURSE.  THE STATION IS
 LW3066'SURROUNDED WITH THICK UNDERBRUSH.  AN OLD AND LITTLE USED PATH
 LW3066'LEADS FROM THE AFOREMENTIONED DIRT ROAD TO THE STATION.
 LW3066'
 LW3066'THE STATION IS WITHIN A FEW FEET OF THE TOWN LINE.
 LW3066
 LW3066                          STATION RECOVERY (1954)
 LW3066
 LW3066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3066'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 LW3066'COMPLETE NEW DESCRIPTION FOLLOWS--
 LW3066'
 LW3066'STATION IS LOCATED ON THE S END OF A WOODED RIDGE, AND AT THE
 LW3066'PEAK OF THE RIDGE.  A DRILL HOLE IN THE TOP OF A 6- BY
 LW3066'6-IN. STONE POST PROJECTING 3 IN.
 LW3066'
 LW3066'REFERENCE MARK IS 3.39 M. N-NW OF THE STATION.  A STANDARD
 LW3066'DISK, UNSTAMPED AND SET IN THE TOP OF A LARGE BOULDER PROJECTING
 LW3066'3 FT.
 LW3066'
 LW3066'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LW3066'THE ROAD LEADING S TO SHELTER HARBOR, GO E ON U.S. HIGHWAY 1 FOR
 LW3066'APPROXIMATELY 0.15 MI. TO AN ASPHALT-SURFACED ROAD ON THE N SIDE
 LW3066'OF THE HIGHWAY AND PARALLELING THE HIGHWAY.  FOLLOW THIS ROAD
 LW3066'FOR APPROXIMATELY 0.1 MI. TO AN ASPHALT-SURFACED ROAD LEADING N
 LW3066'BETWEEN TWO HOUSES.  FOLLOW THE ASPHALT-SURFACED ROAD AND A
 LW3066'NARROW DIRT ROAD N FOR APPROXIMATELY 0.2 MI. TO A CURVE TO THE
 LW3066'LEFT.  FROM THE CENTER OF THE CURVE, WALK E THROUGH THE WOODS
 LW3066'FOR APPROXIMATELY 150 FT. TO A LOW PEAK.  CONTINUE E FOR
 LW3066'APPROXIMATELY 350 FT. THROUGH THE VALLEY TO A PROMINENT
 LW3066'RIDGE.  STATION IS AT THE S END OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2373 ***********************************************************************
 LW2373  DESIGNATION -  CONANICUT IS DUTCH WINDMILL
 LW2373  PID         -  LW2373
 LW2373  STATE/COUNTY-  RI/NEWPORT
 LW2373  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2373
 LW2373                         *CURRENT SURVEY CONTROL
 LW2373  ___________________________________________________________________
 LW2373* NAD 83(1996)-  41 30 56.08001(N)    071 22 26.85359(W)     ADJUSTED  
 LW2373* NAVD 88     -                                                        
 LW2373  ___________________________________________________________________
 LW2373  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 LW2373  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW2373
 LW2373  HORZ ORDER  -  THIRD
 LW2373
 LW2373.The horizontal coordinates were established by classical geodetic methods
 LW2373.and adjusted by the National Geodetic Survey in August 1998..
 LW2373
 LW2373
 LW2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2373
 LW2373.The geoid height was determined by GEOID03.
 LW2373
 LW2373;                    North         East     Units Scale Factor Converg.
 LW2373;SPC RI       -    48,012.289   110,507.413   MT  0.99999511   +0 05 00.4
 LW2373;SPC RI       -   157,520.32    362,556.40   sFT  0.99999511   +0 05 00.4
 LW2373;UTM  19      - 4,598,715.040   301,889.374   MT  1.00008302   -1 34 26.9
 LW2373
 LW2373                          SUPERSEDED SURVEY CONTROL
 LW2373
 LW2373  NAD 83(1996)-  41 30 56.07950(N)    071 22 26.85291(W) AD(       ) 4
 LW2373  NAD 83(1992)-  41 30 56.07846(N)    071 22 26.85290(W) AD(       ) 4
 LW2373  NAD 83(1992)-  41 30 56.07787(N)    071 22 26.85263(W) AD(       ) 4
 LW2373  NAD 83(1986)-  41 30 56.07776(N)    071 22 26.85108(W) AD(       ) 4
 LW2373  NAD 27      -  41 30 55.71057(N)    071 22 28.64898(W) AD(       ) 3
 LW2373
 LW2373.Superseded values are not recommended for survey control.
 LW2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2373.See file dsdata.txt to determine how the superseded data were derived.
 LW2373
 LW2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0188998715(NAD 83)
 LW2373_MARKER: 66 = WINDMILL
 LW2373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2373+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2002
 LW2373
 LW2373  HISTORY     - Date     Condition        Report By
 LW2373  HISTORY     - 1915     FIRST OBSERVED   CGS
 LW2373  HISTORY     - 1934     GOOD             CGS
 LW2373  HISTORY     - 1954     GOOD             CGS
 LW2373  HISTORY     - 1956     GOOD             CGS
 LW2373  HISTORY     - 1956     GOOD             CGS
 LW2373  HISTORY     - 20021008 GOOD             USPSQD
 LW2373
 LW2373                          STATION DESCRIPTION
 LW2373
 LW2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2373'STATION IS A WINDMILL ON A SHINGLE MILL ON CONANICUT ISLAND,
 LW2373'ABOUT 1-1/4 MILES N OF JAMESTOWN, 700 METERS W OF THE SHORE OF
 LW2373'POTTERS COVE, AND 75 METERS E OF THE MAIN ROAD.
 LW2373
 LW2373                          STATION RECOVERY (1934)
 LW2373
 LW2373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2373'THIS STATION IS A DUTCH TYPE WINDMILL ON CONANICUT ISLAND, N
 LW2373'OF JAMESTOWN.  IT WAS NOT VISITED BUT WAS USED AS A
 LW2373'HYDROGRAPHIC SIGNAL.
 LW2373'
 LW2373'NOTE--POSITION PLACES THE WINDMILL 1 MINUTE TO EASTWARD, IN
 LW2373'NARRAGANSETT BAY.  STATION WAS PLOTTED 1 MINUTE TO WESTWARD OF
 LW2373'LISTED POSITION AND WAS CHECKED BY SEXTANT CUTS.
 LW2373
 LW2373                          STATION RECOVERY (1954)
 LW2373
 LW2373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2373'STATION RECOVERED IN GOOD CONDITION.  THIS IS THE SAME STATION
 LW2373'AS CONANICUT ISLAND DUTCH WINDMILL, 1932.
 LW2373
 LW2373                          STATION RECOVERY (1956)
 LW2373
 LW2373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2373'THE SHINGLED STRUCTURE OF A DUTCH TYPE WINDMILL REMAINS ON
 LW2373'WINDMILL HILL.  THE BLADES ARE GONE AND THE STRUCTURE IS BEING
 LW2373'RE-SHINGLED BY THE JAMESTOWN HISTORICAL SOCIETY, WHICH NOW OWNS IT.
 LW2373
 LW2373                          STATION RECOVERY (1956)
 LW2373
 LW2373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2373'STATION RECOVERED IN GOOD CONDITION.  THIS IS THE SAME STATION
 LW2373'AS MILL, 1915.  THE OLD STRUCTURE STILL STANDS BUT WITH NO
 LW2373'WINDMILL BLADES.  IT IS OF LOCAL HISTORICAL INTEREST AND IS
 LW2373'BEING REPAIRED AND MAINTAINED BY A LOCAL HISTORICAL SOCIETY.
 LW2373
 LW2373                          STATION RECOVERY (2002)
 LW2373
 LW2373'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 LW2373'WINDMILL HAS BEEN REFURBISHED, WITH BLADES, BY TOWN OF JANESTOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2427 ***********************************************************************
 LW2427  DESIGNATION -  CONANICUT ISLAND LIGHT
 LW2427  PID         -  LW2427
 LW2427  STATE/COUNTY-  RI/NEWPORT
 LW2427  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2427
 LW2427                         *CURRENT SURVEY CONTROL
 LW2427  ___________________________________________________________________
 LW2427* NAD 83(1996)-  41 34 24.56475(N)    071 22 17.42181(W)     ADJUSTED  
 LW2427* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 LW2427  ___________________________________________________________________
 LW2427  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 LW2427  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW2427
 LW2427  HORZ ORDER  -  THIRD
 LW2427
 LW2427.The horizontal coordinates were established by classical geodetic methods
 LW2427.and adjusted by the National Geodetic Survey in August 1998..
 LW2427
 LW2427.The orthometric height was scaled from a topographic map.
 LW2427
 LW2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2427
 LW2427.The geoid height was determined by GEOID03.
 LW2427
 LW2427;                    North         East     Units Scale Factor Converg.
 LW2427;SPC RI       -    54,444.585   110,716.548   MT  0.99999516   +0 05 07.0
 LW2427;SPC RI       -   178,623.61    363,242.54   sFT  0.99999516   +0 05 07.0
 LW2427;UTM  19      - 4,605,139.146   302,284.622   MT  1.00008109   -1 34 27.1
 LW2427
 LW2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2427!SPC RI       -   0.99999533  x   0.99999516  =   0.99999049
 LW2427!UTM  19      -   0.99999533  x   1.00008109  =   1.00007642
 LW2427
 LW2427:                Primary Azimuth Mark                     Grid Az
 LW2427:SPC RI       -  WICKFORD LIGHTHOUSE OLD TOWER            267 10 30.1
 LW2427:UTM  19      -  WICKFORD LIGHTHOUSE OLD TOWER            268 50 04.2
 LW2427
 LW2427|---------------------------------------------------------------------|
 LW2427| PID    Reference Object                     Distance      Geod. Az  |
 LW2427|                                                           dddmmss.s |
 LW2427| LW2478 WICKFORD LIGHTHOUSE OLD TOWER       APPROX. 5.6 KM 2671537.1 |
 LW2427|---------------------------------------------------------------------|
 LW2427
 LW2427                          SUPERSEDED SURVEY CONTROL
 LW2427
 LW2427  NAD 83(1996)-  41 34 24.56428(N)    071 22 17.42136(W) AD(       ) 3
 LW2427  NAD 83(1992)-  41 34 24.56317(N)    071 22 17.42103(W) AD(       ) 3
 LW2427  NAD 83(1992)-  41 34 24.56265(N)    071 22 17.42087(W) AD(       ) 3
 LW2427  NAD 83(1986)-  41 34 24.56265(N)    071 22 17.41956(W) AD(       ) 3
 LW2427  NAD 27      -  41 34 24.16600(N)    071 22 19.23100(W) AD(       ) 3
 LW2427
 LW2427.Superseded values are not recommended for survey control.
 LW2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2427.See file dsdata.txt to determine how the superseded data were derived.
 LW2427
 LW2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0228505139(NAD 83)
 LW2427
 LW2427  HISTORY     - Date     Condition        Report By
 LW2427  HISTORY     - 1944     MONUMENTED       CGS
 LW2427  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2427
 LW2427                          STATION DESCRIPTION
 LW2427
 LW2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2427'THE STATION IS LOCATED ON THE N END OF CONANICUT
 LW2427'ISLAND.  OBSERVATIONS WERE MADE ON THE HIGHEST POINT OF THE RED
 LW2427'SKELETON TOWER.
 LW2427
 LW2427                          STATION RECOVERY (1956)
 LW2427
 LW2427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2427'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE TOWER IS ABOUT
 LW2427'100 FT. E OF THE REMAINS OF CONANICUT LIGHTHOUSE 1888.  THE
 LW2427'PUBLISHED DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2426 ***********************************************************************
 LW2426  DESIGNATION -  CONANICUT LIGHTHOUSE
 LW2426  PID         -  LW2426
 LW2426  STATE/COUNTY-  RI/NEWPORT
 LW2426  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2426
 LW2426                         *CURRENT SURVEY CONTROL
 LW2426  ___________________________________________________________________
 LW2426* NAD 83(1996)-  41 34 24.54995(N)    071 22 18.15999(W)     ADJUSTED  
 LW2426* NAVD 88     -                                                        
 LW2426  ___________________________________________________________________
 LW2426  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 LW2426  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW2426
 LW2426  HORZ ORDER  -  THIRD
 LW2426
 LW2426.The horizontal coordinates were established by classical geodetic methods
 LW2426.and adjusted by the National Geodetic Survey in August 1998..
 LW2426
 LW2426
 LW2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2426
 LW2426.The geoid height was determined by GEOID03.
 LW2426
 LW2426;                    North         East     Units Scale Factor Converg.
 LW2426;SPC RI       -    54,444.103   110,699.447   MT  0.99999516   +0 05 06.5
 LW2426;SPC RI       -   178,622.03    363,186.44   sFT  0.99999516   +0 05 06.5
 LW2426;UTM  19      - 4,605,139.159   302,267.513   MT  1.00008117   -1 34 27.6
 LW2426
 LW2426                          SUPERSEDED SURVEY CONTROL
 LW2426
 LW2426  NAD 83(1996)-  41 34 24.54949(N)    071 22 18.15951(W) AD(       ) 4
 LW2426  NAD 83(1992)-  41 34 24.54837(N)    071 22 18.15921(W) AD(       ) 4
 LW2426  NAD 83(1992)-  41 34 24.54784(N)    071 22 18.15903(W) AD(       ) 4
 LW2426  NAD 83(1986)-  41 34 24.54788(N)    071 22 18.15766(W) AD(       ) 4
 LW2426  NAD 27      -  41 34 24.17600(N)    071 22 19.99400(W) AD(       ) 3
 LW2426
 LW2426.Superseded values are not recommended for survey control.
 LW2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2426.See file dsdata.txt to determine how the superseded data were derived.
 LW2426
 LW2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0226805139(NAD 83)
 LW2426
 LW2426  HISTORY     - Date     Condition        Report By
 LW2426  HISTORY     - UNK      MONUMENTED
 LW2426  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2426  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2426
 LW2426                          STATION DESCRIPTION
 LW2426
 LW2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2426'STATION IS ON THE N POINT OF CONANICUT ISLAND.  A SQUARE, WHITE
 LW2426'TOWER ON DWELLING.  THE LANTERN IS 47 FEET ABOVE MEAN-HIGH WATER.
 LW2426
 LW2426                          STATION RECOVERY (1956)
 LW2426
 LW2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2426'THE SQUARE TOWER ON THE DWELLING IS STILL IN EXISTENCE.  THE
 LW2426'TOP HAS BEEN REMOVED AND IT IS NOW BEING USED AS A DWELLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5726 ***********************************************************************
 LW5726  DESIGNATION -  CONGDON
 LW5726  PID         -  LW5726
 LW5726  STATE/COUNTY-  RI/WASHINGTON
 LW5726  USGS QUAD   -  WICKFORD (1995)
 LW5726
 LW5726                         *CURRENT SURVEY CONTROL
 LW5726  ___________________________________________________________________
 LW5726* NAD 83(1996)-  41 31 11.81199(N)    071 28 57.59758(W)     ADJUSTED  
 LW5726* NAVD 88     -        59.88   (+/-2cm)     196.5    (feet)  VERTCON   
 LW5726  ___________________________________________________________________
 LW5726  X           -   1,518,891.724 (meters)                     COMP
 LW5726  Y           -  -4,534,928.931 (meters)                     COMP
 LW5726  Z           -   4,205,850.996 (meters)                     COMP
 LW5726  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 LW5726  ELLIP HEIGHT-          29.72  (meters)          (06/13/02) GPS OBS
 LW5726  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW5726
 LW5726  HORZ ORDER  -  FIRST
 LW5726  VERT ORDER  -  THIRD ? (See Below)
 LW5726  ELLP ORDER  -  FOURTH    CLASS II
 LW5726
 LW5726.The horizontal coordinates were established by GPS observations
 LW5726.and adjusted by the National Geodetic Survey in August 1998..
 LW5726
 LW5726.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5726.The vertical order pertains to the NGVD 29 superseded value.
 LW5726
 LW5726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5726
 LW5726.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5726
 LW5726.The ellipsoidal height was determined by GPS observations
 LW5726.and is referenced to NAD 83.
 LW5726
 LW5726.The geoid height was determined by GEOID03.
 LW5726
 LW5726;                    North         East     Units Scale Factor Converg.
 LW5726;SPC RI       -    48,490.130   101,446.870   MT  0.99999378   +0 00 41.4
 LW5726;SPC RI       -   159,088.03    332,830.27   sFT  0.99999378   +0 00 41.4
 LW5726;UTM  19      - 4,599,454.865   292,845.440   MT  1.00012813   -1 38 46.7
 LW5726
 LW5726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5726!SPC RI       -   0.99999534  x   0.99999378  =   0.99998912
 LW5726!UTM  19      -   0.99999534  x   1.00012813  =   1.00012347
 LW5726
 LW5726                          SUPERSEDED SURVEY CONTROL
 LW5726
 LW5726  ELLIP H (08/17/98)   29.72   (m)                       GP(       ) 4 1
 LW5726  NAD 83(1996)-  41 31 11.81119(N)    071 28 57.59683(W) AD(       ) 1
 LW5726  NAD 83(1992)-  41 31 11.81052(N)    071 28 57.59685(W) AD(       ) 1
 LW5726  ELLIP H (01/17/96)   29.67   (m)                       GP(       ) 4 2
 LW5726  NAD 83(1992)-  41 31 11.80987(N)    071 28 57.59672(W) AD(       ) 1
 LW5726  NAD 83(1986)-  41 31 11.80936(N)    071 28 57.59592(W) AD(       ) 1
 LW5726  NGVD 29 (07/21/92)   60.16   (m)          197.4    (f) LEVELING    3  
 LW5726
 LW5726.Superseded values are not recommended for survey control.
 LW5726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5726.See file dsdata.txt to determine how the superseded data were derived.
 LW5726
 LW5726_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9284599455(NAD 83)
 LW5726_MARKER: I = METAL ROD
 LW5726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LW5726_SP_SET: STAINLESS STEEL ROD
 LW5726_STAMPING: CONGDON 1987
 LW5726_MARK LOGO: AEROS 
 LW5726_PROJECTION: FLUSH
 LW5726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW5726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW5726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5726+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LW5726_ROD/PIPE-DEPTH: 3    meters
 LW5726
 LW5726  HISTORY     - Date     Condition        Report By
 LW5726  HISTORY     - 1987     MONUMENTED       AEROS
 LW5726  HISTORY     - 20011017 GOOD             USPSQD
 LW5726  HISTORY     - 20060703 POOR             USPSQD
 LW5726
 LW5726                          STATION DESCRIPTION
 LW5726
 LW5726'DESCRIBED BY AERO SERVICE CORPORATION 1987
 LW5726'THE MARK IS 5 KM (3.10 MI) NORTHEAST OF THE UNIVERSITY OF RHODE
 LW5726'ISLAND, 6 KM (3.75 MI) SOUTH OF WICKFORD, AND IN THE TOWN OF NORTH
 LW5726'KINGSTOWN.
 LW5726'TO REACH FROM THE SOUTHERN JUNCTION OF RTE 138 AND RTE 1 GO NORTH ON
 LW5726'RTE 1 ABOUT 2.9 KM (1.80 MI) TO SHERMANTOWN ROAD ON THE LEFT, TURN
 LW5726'LEFT AND TAKE SHERMANTOWN ROAD WEST 1.65 KM (1.05 MI) TO THE STATION
 LW5726'ON THE RIGHT.
 LW5726'THE MARK IS 5.8 M (19.0 FT) NORTH FROM THE CENTER OF SHERMANTOWN RD,
 LW5726'10.36 M (34.0 FT) NORTHEAST FROM POLE NUMBER 3472, AND 38.1 M
 LW5726'(125.0 FT) NORTH FROM THE NORTHWEST CORNER OF A ONE STORY BROWN HOUSE.
 LW5726'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LW5726
 LW5726                          STATION RECOVERY (2001)
 LW5726
 LW5726'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW5726'RECOVERED IN GOOD CONDITION.
 LW5726
 LW5726                          STATION RECOVERY (2006)
 LW5726
 LW5726'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW5726'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2319 ***********************************************************************
 LW2319  DESIGNATION -  CONIMICUT 2
 LW2319  PID         -  LW2319
 LW2319  STATE/COUNTY-  RI/KENT
 LW2319  USGS QUAD   -  BRISTOL (1975)
 LW2319
 LW2319                         *CURRENT SURVEY CONTROL
 LW2319  ___________________________________________________________________
 LW2319* NAD 83(1996)-  41 43 02.25065(N)    071 21 29.82655(W)     ADJUSTED  
 LW2319* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2319  ___________________________________________________________________
 LW2319  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 LW2319  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW2319
 LW2319  HORZ ORDER  -  THIRD
 LW2319
 LW2319.The horizontal coordinates were established by classical geodetic methods
 LW2319.and adjusted by the National Geodetic Survey in August 1998..
 LW2319
 LW2319.The orthometric height was scaled from a topographic map.
 LW2319
 LW2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2319
 LW2319.The geoid height was determined by GEOID03.
 LW2319
 LW2319;                    North         East     Units Scale Factor Converg.
 LW2319;SPC RI       -    70,417.747   111,792.937   MT  0.99999546   +0 05 39.5
 LW2319;SPC RI       -   231,028.89    366,773.99   sFT  0.99999546   +0 05 39.5
 LW2319;UTM  19      - 4,621,075.682   303,823.903   MT  1.00007361   -1 34 11.4
 LW2319
 LW2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2319!SPC RI       -   1.00000455  x   0.99999546  =   1.00000001
 LW2319!UTM  19      -   1.00000455  x   1.00007361  =   1.00007816
 LW2319
 LW2319:                Primary Azimuth Mark                     Grid Az
 LW2319:SPC RI       -  WARREN BERKSHIRE MILLS STK               071 57 19.8
 LW2319:UTM  19      -  WARREN BERKSHIRE MILLS STK               073 37 10.7
 LW2319
 LW2319|---------------------------------------------------------------------|
 LW2319| PID    Reference Object                     Distance      Geod. Az  |
 LW2319|                                                           dddmmss.s |
 LW2319| LW2311 WARREN BERKSHIRE MILLS STK          APPROX. 6.2 KM 0720259.3 |
 LW2319| LW2363 BARRINGTON BEACH TOWER              APPROX. 4.2 KM 0794716.2 |
 LW2319| LW2315 RUM 2                               APPROX. 4.8 KM 1040931.7 |
 LW2319|---------------------------------------------------------------------|
 LW2319
 LW2319                          SUPERSEDED SURVEY CONTROL
 LW2319
 LW2319  NAD 83(1996)-  41 43 02.25039(N)    071 21 29.82646(W) AD(       ) 3
 LW2319  NAD 83(1992)-  41 43 02.24900(N)    071 21 29.82558(W) AD(       ) 3
 LW2319  NAD 83(1992)-  41 43 02.24868(N)    071 21 29.82563(W) AD(       ) 3
 LW2319  NAD 83(1986)-  41 43 02.24924(N)    071 21 29.82498(W) AD(       ) 3
 LW2319  NAD 27      -  41 43 01.90000(N)    071 21 31.65800(W) AD(       ) 3
 LW2319
 LW2319.Superseded values are not recommended for survey control.
 LW2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2319.See file dsdata.txt to determine how the superseded data were derived.
 LW2319
 LW2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0382421076(NAD 83)
 LW2319_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2319_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2319+STABILITY: SURFACE MOTION
 LW2319
 LW2319  HISTORY     - Date     Condition        Report By
 LW2319  HISTORY     - 1956     MONUMENTED       CGS
 LW2319  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2319
 LW2319                          STATION DESCRIPTION
 LW2319
 LW2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2319'LOCATED ON THE NORTH SHORE OF CONIMICUT POINT, ABOUT 250 FEET
 LW2319'WEST OF THE TIP OF THE POINT, 149.6 FEET NORTHEAST OF THE
 LW2319'NORTHERN GATE POST AT THE END OF THE PAVEMENT, 50.0 FEET SOUTH
 LW2319'OF MHWL, 40.7 FEET WEST OF PRIVATE POLE 2 AND 13.1 FEET SOUTH
 LW2319'OF THE SEA WALL.  A STANDARD DISK STAMPED CONIMICUT 2 1956 SET
 LW2319'IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT WITH A 12 INCH
 LW2319'SQUARE TOP.  THE MONUMENT IS 36 INCHES LONG AND PROJECTS 5
 LW2319'INCHES ABOVE THE GROUND.
 LW2319'
 LW2319'THE SUB SURFACE MARK IS A STANDARD DISK STAMPED CONIMICUT 2
 LW2319'1956 EMBEDDED IN CONCRETE 6 INCHES BELOW THE BOTTOM OF THE
 LW2319'SURFACE MARK.
 LW2319'
 LW2319'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 53.0
 LW2319'FEET SOUTH OF MHWL, 156 FEET NORTHEAST OF PRIVATE POLE 2 AND
 LW2319'ABOUT 2 FEET WEST OF THE END OF THE SEA WALL.  A STANDARD DISK
 LW2319'STAMPED CONIMICUT 2 NO 1 1956 SET FLUSH WITH THE WALL.
 LW2319'
 LW2319'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 55.3 FEET
 LW2319'EAST-NORTHEAST OF PRIVATE POLE 1, 42.9 FEET SOUTH OF MHWL AND
 LW2319'ABOUT 2 FEET EAST OF THE END OF THE SEA WALL.  A STANDARD DISK
 LW2319'STAMPED CONIMICUT 2 NO 2 1956 SET FLUSH WITH THE WALL.
 LW2319
 LW2319                          STATION RECOVERY (1994)
 LW2319
 LW2319'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2321 ***********************************************************************
 LW2321  DESIGNATION -  CONIMICUT LIGHTHOUSE
 LW2321  PID         -  LW2321
 LW2321  STATE/COUNTY-  RI/BRISTOL
 LW2321  USGS QUAD   -  BRISTOL (1975)
 LW2321
 LW2321                         *CURRENT SURVEY CONTROL
 LW2321  ___________________________________________________________________
 LW2321* NAD 83(1996)-  41 43 01.12251(N)    071 20 42.35657(W)     ADJUSTED  
 LW2321* NAVD 88     -                                                        
 LW2321  ___________________________________________________________________
 LW2321  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 LW2321  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW2321
 LW2321  HORZ ORDER  -  THIRD
 LW2321
 LW2321.The horizontal coordinates were established by classical geodetic methods
 LW2321.and adjusted by the National Geodetic Survey in August 1998..
 LW2321
 LW2321
 LW2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2321
 LW2321.The geoid height was determined by GEOID03.
 LW2321
 LW2321;                    North         East     Units Scale Factor Converg.
 LW2321;SPC RI       -    70,384.832   112,890.294   MT  0.99999579   +0 06 11.1
 LW2321;SPC RI       -   230,920.90    370,374.24   sFT  0.99999579   +0 06 11.1
 LW2321;UTM  19      - 4,621,010.908   304,919.924   MT  1.00006833   -1 33 39.7
 LW2321
 LW2321                          SUPERSEDED SURVEY CONTROL
 LW2321
 LW2321  NAD 83(1996)-  41 43 01.12227(N)    071 20 42.35650(W) AD(       ) 4
 LW2321  NAD 83(1992)-  41 43 01.12083(N)    071 20 42.35557(W) AD(       ) 4
 LW2321  NAD 83(1992)-  41 43 01.12054(N)    071 20 42.35564(W) AD(       ) 4
 LW2321  NAD 83(1986)-  41 43 01.12102(N)    071 20 42.35500(W) AD(       ) 4
 LW2321  NAD 27      -  41 43 00.77000(N)    071 20 44.19300(W) AD(       ) 3
 LW2321
 LW2321.Superseded values are not recommended for survey control.
 LW2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2321.See file dsdata.txt to determine how the superseded data were derived.
 LW2321
 LW2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0492021011(NAD 83)
 LW2321
 LW2321  HISTORY     - Date     Condition        Report By
 LW2321  HISTORY     - UNK      MONUMENTED
 LW2321  HISTORY     - 1913     SEE DESCRIPTION  CGS
 LW2321  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2321
 LW2321                          STATION DESCRIPTION
 LW2321
 LW2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW2321'ON THE SAND SPIT IN THE WESTERLY SIDE OF THE ENTRANCE TO
 LW2321'PROVIDENCE RIVER.  THE LIGHTHOUSE IS A WHITE CONICAL TOWER ON
 LW2321'A BROWN, CYLINDRICAL PIER.  THE LANTERN IS 58 FEET ABOVE MEAN HIGH
 LW2321'WATER.
 LW2321
 LW2321                          STATION RECOVERY (1956)
 LW2321
 LW2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2321'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2321'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2320 ***********************************************************************
 LW2320  DESIGNATION -  CONIMICUT USE 1913
 LW2320  PID         -  LW2320
 LW2320  STATE/COUNTY-  RI/KENT
 LW2320  USGS QUAD   -  BRISTOL (1975)
 LW2320
 LW2320                         *CURRENT SURVEY CONTROL
 LW2320  ___________________________________________________________________
 LW2320* NAD 83(1996)-  41 43 02.00249(N)    071 21 24.93221(W)     ADJUSTED  
 LW2320* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2320  ___________________________________________________________________
 LW2320  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 LW2320  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW2320
 LW2320  HORZ ORDER  -  THIRD
 LW2320
 LW2320.The horizontal coordinates were established by classical geodetic methods
 LW2320.and adjusted by the National Geodetic Survey in August 1998..
 LW2320
 LW2320.The orthometric height was scaled from a topographic map.
 LW2320
 LW2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2320
 LW2320.The geoid height was determined by GEOID03.
 LW2320
 LW2320;                    North         East     Units Scale Factor Converg.
 LW2320;SPC RI       -    70,410.278   111,906.085   MT  0.99999549   +0 05 42.8
 LW2320;SPC RI       -   231,004.39    367,145.21   sFT  0.99999549   +0 05 42.8
 LW2320;UTM  19      - 4,621,064.929   303,936.795   MT  1.00007306   -1 34 08.1
 LW2320
 LW2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2320!SPC RI       -   1.00000470  x   0.99999549  =   1.00000019
 LW2320!UTM  19      -   1.00000470  x   1.00007306  =   1.00007776
 LW2320
 LW2320:                Primary Azimuth Mark                     Grid Az
 LW2320:SPC RI       -  WEST BARRINGTON WATER TANK               013 43 59.9
 LW2320:UTM  19      -  WEST BARRINGTON WATER TANK               015 23 50.8
 LW2320
 LW2320|---------------------------------------------------------------------|
 LW2320| PID    Reference Object                     Distance      Geod. Az  |
 LW2320|                                                           dddmmss.s |
 LW2320| LW2358 WEST BARRINGTON WATER TANK          APPROX. 3.4 KM 0134942.7 |
 LW2320| LW2541 STEVENS 1912                        APPROX. 3.8 KM 3264352.6 |
 LW2320| LW2638 EAST PROVIDENCE MUNICIPAL TANK      APPROX. 9.6 KM 3591147.5 |
 LW2320|---------------------------------------------------------------------|
 LW2320
 LW2320                          SUPERSEDED SURVEY CONTROL
 LW2320
 LW2320  NAD 83(1996)-  41 43 02.00224(N)    071 21 24.93210(W) AD(       ) 3
 LW2320  NAD 83(1992)-  41 43 02.00082(N)    071 21 24.93126(W) AD(       ) 3
 LW2320  NAD 83(1992)-  41 43 02.00052(N)    071 21 24.93129(W) AD(       ) 3
 LW2320  NAD 83(1986)-  41 43 02.00103(N)    071 21 24.93066(W) AD(       ) 3
 LW2320  NAD 27      -  41 43 01.64800(N)    071 21 26.76800(W) AD(       ) 3
 LW2320
 LW2320.Superseded values are not recommended for survey control.
 LW2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2320.See file dsdata.txt to determine how the superseded data were derived.
 LW2320
 LW2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0393721065(NAD 83)
 LW2320
 LW2320  HISTORY     - Date     Condition        Report By
 LW2320  HISTORY     - 1913     MONUMENTED       CGS
 LW2320  HISTORY     - 1915     SEE DESCRIPTION  USE
 LW2320  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2320  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2320  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2320
 LW2320                          STATION DESCRIPTION
 LW2320
 LW2320'DESCRIBED BY US ENGINEERS 1915
 LW2320'ON CONIMICUT POINT, ON THE W SIDE OF THE MOUTH OF PROVIDENCE
 LW2320'RIVER, A FEW FEET OUTSIDE OF THE STONE WALL AND IRON FENCE OF
 LW2320'THE FRONT YARD OF EDWIN F. CARYS SUMMER RESIDENCE.  THE STATION IS
 LW2320'MARKED BY A BRASS BOLT SET IN CEMENT IN THE TOP OF A PIECE OF
 LW2320'5-INCH IRON PIPE.  A FLAGPOLE IN MR. CARYS YARD IS 5.48 METERS
 LW2320'(18.0 FEET) TO THE WESTWARD OF THE STATION AND SERVES AS A
 LW2320'REFERENCE MARK.  THE STATION SUPERSEDES THE U.S. COAST AND
 LW2320'GEODETIC SURVEY STATION CONIMICUT (1863) WHICH IS LOST.
 LW2320
 LW2320                          STATION RECOVERY (1935)
 LW2320
 LW2320'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2320'UNABLE TO FIND EITHER THE STATION MARK OR THE FLAGPOLE WHICH
 LW2320'SERVED AS A REFERENCE.
 LW2320'
 LW2320'DR. BENJAMIN J. BUTLER, THE PRESENT OWNER OF EDWIN F. CARYS
 LW2320'SUMMER RESIDENCE, SAYS THAT A STORM CARRIED AWAY THE FLAGPOLE
 LW2320'AND PARTS OF THE SEA WALL AND FENCE ABOUT TEN YEARS AGO.  HE
 LW2320'DOES NOT RECALL EVER HAVING SEEN THE BRASS BOLT SET IN CEMENT
 LW2320'WHICH MARKED THE STATION.
 LW2320'
 LW2320'DUG IN THE SAND FOR OVER AN HOUR WITHOUT FINDING ANY TRACE OF
 LW2320'THE CEMENT OR 5-INCH IRON PIPE.
 LW2320
 LW2320                          STATION RECOVERY (1944)
 LW2320
 LW2320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RMB)
 LW2320'TWO PIECES OF 2-INCH PIPE, APPROXIMATELY 4 INCHES APART, WERE
 LW2320'FOUND AT THIS SITE.  FROM DESCRIPTIONS FURNISHED BY THE
 LW2320'U.S.E. OFFICE AT PROVIDENCE, THE REFERENCE DISTANCES FROM THE
 LW2320'CORNERS OF A LARGE BUILDING ON THE POINT CHECKED BOTH OF THESE
 LW2320'PIPES.  IT IS QUITE PROBABLE THAT NEITHER OF THESE MARKS IS THE
 LW2320'ORIGINAL STATION, BUT IS PROBABLY THE REMAINS OF ONE OF TWO
 LW2320'SEPARATE STATIONS ESTABLISHED BY THE U.S.E. AND THE RHODE
 LW2320'ISLAND COMMISSION OF SHELL FISHERIES.
 LW2320'
 LW2320'THE STATION SHOULD BE CONSIDERED LOST.
 LW2320
 LW2320                          STATION RECOVERY (1956)
 LW2320
 LW2320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2320'THE STATION IS LOST.  NO EVIDENCE OF THE STATION COULD BE
 LW2320'FOUND.  IT WAS PROBABLY WASHED AWAY AS REPORTED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2399 ***********************************************************************
 LW2399  DESIGNATION -  COP 1913
 LW2399  PID         -  LW2399
 LW2399  STATE/COUNTY-  RI/NEWPORT
 LW2399  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2399
 LW2399                         *CURRENT SURVEY CONTROL
 LW2399  ___________________________________________________________________
 LW2399* NAD 83(1996)-  41 37 11.12041(N)    071 16 28.41773(W)     ADJUSTED  
 LW2399* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2399  ___________________________________________________________________
 LW2399  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 LW2399  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW2399
 LW2399  HORZ ORDER  -  THIRD
 LW2399
 LW2399.The horizontal coordinates were established by classical geodetic methods
 LW2399.and adjusted by the National Geodetic Survey in August 1998..
 LW2399
 LW2399.The orthometric height was scaled from a topographic map.
 LW2399
 LW2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2399
 LW2399.The geoid height was determined by GEOID03.
 LW2399
 LW2399;                    North         East     Units Scale Factor Converg.
 LW2399;SPC RI       -    59,599.624   118,788.506   MT  0.99999809   +0 08 59.0
 LW2399;SPC RI       -   195,536.43    389,725.29   sFT  0.99999809   +0 08 59.0
 LW2399;UTM  19      - 4,610,058.482   310,503.075   MT  1.00004192   -1 30 40.2
 LW2399
 LW2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2399!SPC RI       -   1.00000377  x   0.99999809  =   1.00000186
 LW2399!UTM  19      -   1.00000377  x   1.00004192  =   1.00004569
 LW2399
 LW2399:                Primary Azimuth Mark                     Grid Az
 LW2399:SPC RI       -  HOG ISLAND SHOAL LIGHTHOUSE              004 21 08.2
 LW2399:UTM  19      -  HOG ISLAND SHOAL LIGHTHOUSE              006 00 47.4
 LW2399
 LW2399|---------------------------------------------------------------------|
 LW2399| PID    Reference Object                     Distance      Geod. Az  |
 LW2399|                                                           dddmmss.s |
 LW2399| LW2346 HOG ISLAND SHOAL LIGHTHOUSE         APPROX. 1.4 KM 0043007.2 |
 LW2399| LW2393 COAL                                APPROX. 0.6 KM 1423902.7 |
 LW2399| LW2395 FLAGSTAFF                           APPROX. 1.8 KM 1760219.1 |
 LW2399| LW2413 BRAD                                APPROX. 3.6 KM 1971442.8 |
 LW2399| LW2356 HOG ISLAND SEARCHLIGHT              APPROX. 2.7 KM 3494156.4 |
 LW2399|---------------------------------------------------------------------|
 LW2399
 LW2399                          SUPERSEDED SURVEY CONTROL
 LW2399
 LW2399  NAD 83(1996)-  41 37 11.12023(N)    071 16 28.41747(W) AD(       ) 3
 LW2399  NAD 83(1992)-  41 37 11.11870(N)    071 16 28.41684(W) AD(       ) 3
 LW2399  NAD 83(1992)-  41 37 11.11828(N)    071 16 28.41667(W) AD(       ) 3
 LW2399  NAD 83(1986)-  41 37 11.11875(N)    071 16 28.41514(W) AD(       ) 3
 LW2399  NAD 27      -  41 37 10.74500(N)    071 16 30.24000(W) AD(       ) 3
 LW2399
 LW2399.Superseded values are not recommended for survey control.
 LW2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2399.See file dsdata.txt to determine how the superseded data were derived.
 LW2399
 LW2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1050310058(NAD 83)
 LW2399_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2399_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2399+STABILITY: SURFACE MOTION
 LW2399
 LW2399  HISTORY     - Date     Condition        Report By
 LW2399  HISTORY     - 1913     MONUMENTED       CGS
 LW2399  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2399  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2399  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2399  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2399
 LW2399                          STATION DESCRIPTION
 LW2399
 LW2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2399'STATION IS ON A PROMINENT POINT OF THE W SIDE OF THE ISLAND OF
 LW2399'RHODE ISLAND, ABOUT 1-1/2 MILES ABOVE COGGESHALL POINT, 1-1/4
 LW2399'MILES S OF HOG ISLAND, AND W OF THE RHODE ISLAND COAL MINES.  THE
 LW2399'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LW2399'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.  THREE STONE POSTS
 LW2399'PROJECTING ABOUT 6 INCHES IN THE RUINED FOUNDATION OF THE
 LW2399'RHODE ISLAND COPPER WORKS, ARE, RESPECTIVELY, 33.8 METERS
 LW2399'(111 FEET) E BY N, 25.4 METERS (83.2 FEET) E, AND 21.2 METERS
 LW2399'(69.6 FEET) SE BY S FROM THE STATION.  THE W CORNER OF THE
 LW2399'BRICK FOUNDATION IS 42.1 METERS (138 FEET) S BY W.
 LW2399
 LW2399                          STATION RECOVERY (1934)
 LW2399
 LW2399'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2399'THIS STATION FOUND IN EXCELLENT CONDITION WITH REFERENCES AS
 LW2399'DESCRIBED.  THE CORNER OF BRICK FOUNDATION REFERRED TO IS
 LW2399'NOW INDISTINGUISHABLE.  THE STONE POSTS USED AS REFERENCES ARE
 LW2399'EASILY FOUND AND WERE USED TO LOCATE THE STATION.  THE STATION
 LW2399'IS ABOUT 1/4 MILE NE OF THE END OF SECONDARY ROAD PASSING THE
 LW2399'RAILROAD STATION OF PORTSMOUTH.
 LW2399
 LW2399                          STATION RECOVERY (1935)
 LW2399
 LW2399'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2399'THE STATION WAS FOUND IN EXCELLENT CONDITION AND MARKED AS
 LW2399'DESCRIBED.
 LW2399'
 LW2399'THE FOUNDATION REFERRED TO IN THE DESCRIPTION IS STONE, NOT
 LW2399'BRICK.
 LW2399'
 LW2399'THE THREE STONE POSTS ARE AT THE DISTANCE GIVEN.  THE ONE 25
 LW2399'METERS E OF THE STATION IS INCLINED ABOUT 45 DEGREES TO THE
 LW2399'VERTICAL.  THERE IS A FOURTH GRANITE POST SIMILAR TO THE
 LW2399'THREE USED AS REFERENCE MARKS.  THIS FOURTH POST MIGHT BE
 LW2399'CONFUSING IN CASE IT BECAME NECESSARY TO RESET THE STATION
 LW2399'MARK FROM THE REFERENCE MARKS.
 LW2399'
 LW2399'THE STATION IS ABOUT 1-1/2 MILES SW OF THE ISLAND END OF
 LW2399'MOUNT HOPE BRIDGE IN THE NORTHWESTERN PART OF THE TOWN OF
 LW2399'PORTSMOUTH.
 LW2399
 LW2399                          STATION RECOVERY (1954)
 LW2399
 LW2399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2399'STATION NOT RECOVERED.  THE POINT, WHERE THE STATION WAS LOCATED
 LW2399'IS NOW SERVING AS A BORROW PIT, AND THE STATION HAS PROBABLY
 LW2399'BEEN DESTROYED.
 LW2399
 LW2399                          STATION RECOVERY (1956)
 LW2399
 LW2399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2399'THE STATION WAS NOT RECOVERED.  AN ACTIVE GRAVEL PIT EXISTS IN
 LW2399'THIS AREA AND ALL THE TOP SOIL HAS BEEN REMOVED BY MACHINERY
 LW2399'WHICH EVIDENTLY DISLODGED THE STATION MARK AND THE STONE POSTS
 LW2399'USED AS REFERENCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2830 ***********************************************************************
 LW2830  DESIGNATION -  COR 1917
 LW2830  PID         -  LW2830
 LW2830  STATE/COUNTY-  RI/BRISTOL
 LW2830  USGS QUAD   -  SAKONNET POINT (1970)
 LW2830
 LW2830                         *CURRENT SURVEY CONTROL
 LW2830  ___________________________________________________________________
 LW2830* NAD 83(1996)-  41 27 36.80607(N)    071 14 51.66152(W)     ADJUSTED  
 LW2830* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW2830  ___________________________________________________________________
 LW2830  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 LW2830  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW2830
 LW2830  HORZ ORDER  -  THIRD
 LW2830
 LW2830.The horizontal coordinates were established by classical geodetic methods
 LW2830.and adjusted by the National Geodetic Survey in August 1998..
 LW2830
 LW2830.The orthometric height was scaled from a topographic map.
 LW2830
 LW2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2830
 LW2830.The geoid height was determined by GEOID03.
 LW2830
 LW2830;                    North         East     Units Scale Factor Converg.
 LW2830;SPC RI       -    41,887.623   121,080.202   MT  0.99999922   +0 10 01.4
 LW2830;SPC RI       -   137,426.31    397,243.96   sFT  0.99999922   +0 10 01.4
 LW2830;UTM  19      - 4,592,286.885   312,281.318   MT  1.00003368   -1 29 19.1
 LW2830
 LW2830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2830!SPC RI       -   1.00000427  x   0.99999922  =   1.00000349
 LW2830!UTM  19      -   1.00000427  x   1.00003368  =   1.00003795
 LW2830
 LW2830:                Primary Azimuth Mark                     Grid Az
 LW2830:SPC RI       -  ROPES BARN NORTH CUPOLA                  040 28 00.1
 LW2830:UTM  19      -  ROPES BARN NORTH CUPOLA                  042 07 20.6
 LW2830
 LW2830|---------------------------------------------------------------------|
 LW2830| PID    Reference Object                     Distance      Geod. Az  |
 LW2830|                                                           dddmmss.s |
 LW2830| LW2168 ROPES BARN NORTH CUPOLA             APPROX. 6.3 KM 0403801.5 |
 LW2830| LW2823 CHEATHAMS HOUSE NORTH GABLE         APPROX. 5.9 KM 0462737.0 |
 LW2830| LW2815 HOTEL LYMAN SPIRE                   APPROX. 4.3 KM 0860656.7 |
 LW2830| LW2800 WINDMILL ON TANK                    APPROX. 4.4 KM 0880004.5 |
 LW2830| LW2816 GARDNERS DR HOUSE S CHIMNEY         APPROX. 5.6 KM 0881945.7 |
 LW2830| LW2818 EAST ROCK                           APPROX. 4.6 KM 1022409.0 |
 LW2830| LW2792 SACHUSET NECK CHIMNEY ON SHACK      APPROX. 2.5 KM 3592328.3 |
 LW2830|---------------------------------------------------------------------|
 LW2830
 LW2830                          SUPERSEDED SURVEY CONTROL
 LW2830
 LW2830  NAD 83(1996)-  41 27 36.80602(N)    071 14 51.66085(W) AD(       ) 3
 LW2830  NAD 83(1992)-  41 27 36.80424(N)    071 14 51.66100(W) AD(       ) 3
 LW2830  NAD 83(1992)-  41 27 36.80408(N)    071 14 51.66048(W) AD(       ) 3
 LW2830  NAD 83(1986)-  41 27 36.80443(N)    071 14 51.65838(W) AD(       ) 3
 LW2830  NAD 27      -  41 27 36.43500(N)    071 14 53.48600(W) AD(       ) 3
 LW2830
 LW2830.Superseded values are not recommended for survey control.
 LW2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2830.See file dsdata.txt to determine how the superseded data were derived.
 LW2830
 LW2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1228192287(NAD 83)
 LW2830_MARKER: DS = TRIANGULATION STATION DISK
 LW2830_SETTING: 80 = SET IN A BOULDER
 LW2830_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2830+STABILITY: SURFACE MOTION
 LW2830
 LW2830  HISTORY     - Date     Condition        Report By
 LW2830  HISTORY     - 1917     MONUMENTED       CGS
 LW2830  HISTORY     - 1934     MARK NOT FOUND   CGS
 LW2830
 LW2830                          STATION DESCRIPTION
 LW2830
 LW2830'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (RPS)
 LW2830'STATION IS ON THE HIGHEST POINT OF CORMORANT ROCK, WHICH LIES
 LW2830'ABOUT 3/4 MILE S BY W OF SACHUEST POINT, THE W POINT OF THE MOUTH
 LW2830'OF SAKONNET RIVER.  THE STATION IS MARKED BY A STANDARD DISK
 LW2830'WEDGED IN A DRILL HOLE IN A BOULDER.
 LW2830
 LW2830                          STATION RECOVERY (1934)
 LW2830
 LW2830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2830'STATION IS LOST.  MARK WAS APPARENTLY WASHED OUT OF THE ROCK.  THE
 LW2830'NEW STATION COR 2 WAS ESTABLISHED ON THE SAME ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2829 ***********************************************************************
 LW2829  DESIGNATION -  COR 2 1934
 LW2829  PID         -  LW2829
 LW2829  STATE/COUNTY-  RI/BRISTOL
 LW2829  USGS QUAD   -  SAKONNET POINT (1970)
 LW2829
 LW2829                         *CURRENT SURVEY CONTROL
 LW2829  ___________________________________________________________________
 LW2829* NAD 83(1996)-  41 27 36.83702(N)    071 14 51.70411(W)     ADJUSTED  
 LW2829* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW2829  ___________________________________________________________________
 LW2829  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 LW2829  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW2829
 LW2829  HORZ ORDER  -  THIRD
 LW2829
 LW2829.The horizontal coordinates were established by classical geodetic methods
 LW2829.and adjusted by the National Geodetic Survey in August 1998..
 LW2829
 LW2829.The orthometric height was scaled from a topographic map.
 LW2829
 LW2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2829
 LW2829.The geoid height was determined by GEOID03.
 LW2829
 LW2829;                    North         East     Units Scale Factor Converg.
 LW2829;SPC RI       -    41,888.575   121,079.211   MT  0.99999922   +0 10 01.4
 LW2829;SPC RI       -   137,429.43    397,240.71   sFT  0.99999922   +0 10 01.4
 LW2829;UTM  19      - 4,592,287.865   312,280.355   MT  1.00003368   -1 29 19.1
 LW2829
 LW2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2829!SPC RI       -   1.00000427  x   0.99999922  =   1.00000349
 LW2829!UTM  19      -   1.00000427  x   1.00003368  =   1.00003795
 LW2829
 LW2829                          SUPERSEDED SURVEY CONTROL
 LW2829
 LW2829  NAD 83(1996)-  41 27 36.83699(N)    071 14 51.70345(W) AD(       ) 3
 LW2829  NAD 83(1992)-  41 27 36.83520(N)    071 14 51.70359(W) AD(       ) 3
 LW2829  NAD 83(1992)-  41 27 36.83504(N)    071 14 51.70308(W) AD(       ) 3
 LW2829  NAD 83(1986)-  41 27 36.83540(N)    071 14 51.70103(W) AD(       ) 3
 LW2829  NAD 27      -  41 27 36.46300(N)    071 14 53.52800(W) AD(       ) 3
 LW2829
 LW2829.Superseded values are not recommended for survey control.
 LW2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2829.See file dsdata.txt to determine how the superseded data were derived.
 LW2829
 LW2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1228092288(NAD 83)
 LW2829_MARKER: DS = TRIANGULATION STATION DISK
 LW2829_SETTING: 66 = SET IN ROCK OUTCROP
 LW2829_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW2829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2829+STABILITY: POSITION/ELEVATION WELL
 LW2829
 LW2829  HISTORY     - Date     Condition        Report By
 LW2829  HISTORY     - 1934     MONUMENTED       CGS
 LW2829  HISTORY     - 1954     GOOD             CGS
 LW2829
 LW2829                          STATION DESCRIPTION
 LW2829
 LW2829'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2829'STATION IS ON THE HIGHEST POINT OF THE WESTERLY AND LARGEST OF TWO
 LW2829'ROCKS ABOUT 1 MILE S OF SACHUEST POINT, AND KNOWN AS CORMORANT ROCK.
 LW2829'
 LW2829'STATION MARK IS STAMPED, CORMORANT ROCK, 1934.  IT IS ABOUT 12
 LW2829'FEET ABOVE SEA LEVEL.
 LW2829'
 LW2829'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 LW2829'DRILL HOLES IN OUTCROPPING BEDROCK.
 LW2829'
 LW2829'REFERENCE MARK NO. 1 WAS ESTABLISHED APPROXIMATELY ON LINE TO
 LW2829'STATION INDIAN 29.25 METERS DISTANCE, AND IS STAMPED CORMORANT RK.
 LW2829'1934 - REF. NO. 1.
 LW2829
 LW2829                          STATION RECOVERY (1954)
 LW2829
 LW2829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2829'STATION AND REFERENCE MARK RECOVERED IN FAIR CONDITION.  THE DISKS
 LW2829'ARE IN PLACE BUT HAVE BEEN MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2189 ***********************************************************************
 LW2189  DESIGNATION -  CORNELL
 LW2189  PID         -  LW2189
 LW2189  STATE/COUNTY-  RI/NEWPORT
 LW2189  USGS QUAD   -  TIVERTON (1975)
 LW2189
 LW2189                         *CURRENT SURVEY CONTROL
 LW2189  ___________________________________________________________________
 LW2189* NAD 83(1996)-  41 37 18.78141(N)    071 09 14.78921(W)     ADJUSTED  
 LW2189* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LW2189  ___________________________________________________________________
 LW2189  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 LW2189  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW2189
 LW2189  HORZ ORDER  -  SECOND
 LW2189
 LW2189.The horizontal coordinates were established by classical geodetic methods
 LW2189.and adjusted by the National Geodetic Survey in August 1998..
 LW2189
 LW2189.The orthometric height was scaled from a topographic map.
 LW2189
 LW2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2189
 LW2189.The geoid height was determined by GEOID03.
 LW2189
 LW2189;                    North         East     Units Scale Factor Converg.
 LW2189;SPC RI       -    59,869.221   128,826.272   MT  1.00000397   +0 13 47.1
 LW2189;SPC RI       -   196,420.94    422,657.53   sFT  1.00000397   +0 13 47.1
 LW2189;UTM  19      - 4,610,037.028   320,544.619   MT  0.99999632   -1 25 52.2
 LW2189
 LW2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2189!SPC RI       -   1.00000232  x   1.00000397  =   1.00000629
 LW2189!UTM  19      -   1.00000232  x   0.99999632  =   0.99999864
 LW2189
 LW2189                          SUPERSEDED SURVEY CONTROL
 LW2189
 LW2189  NAD 83(1996)-  41 37 18.78132(N)    071 09 14.78914(W) AD(       ) 2
 LW2189  NAD 83(1992)-  41 37 18.77952(N)    071 09 14.78818(W) AD(       ) 2
 LW2189  NAD 83(1992)-  41 37 18.77922(N)    071 09 14.78814(W) AD(       ) 2
 LW2189  NAD 83(1986)-  41 37 18.77967(N)    071 09 14.78668(W) AD(       ) 2
 LW2189  NAD 27      -  41 37 18.41000(N)    071 09 16.63000(W) AD(       ) 2
 LW2189
 LW2189.Superseded values are not recommended for survey control.
 LW2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2189.See file dsdata.txt to determine how the superseded data were derived.
 LW2189
 LW2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG2054510037(NAD 83)
 LW2189
 LW2189  HISTORY     - Date     Condition        Report By
 LW2189  HISTORY     - 1843     MONUMENTED       CGS
 LW2189  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2189  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2189
 LW2189                          STATION DESCRIPTION
 LW2189
 LW2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1843 (EB)
 LW2189'STATION IS ON CORNELLS HILL, ABOUT 5-1/2 MILES S OF FALL RIVER,
 LW2189'3-1/4 MILES ESE OF SAKONNET RIVER AT STONE BRIDGE, 3/4 MILE TO
 LW2189'THE WESTWARD OF THE MASSACHUSETTS AND RHODE ISLAND BOUNDARY, 300
 LW2189'METERS S OF THE CROSS ROAD AT BLISS CORNERS, AND ON THE E SIDE
 LW2189'OF THE N AND S ROAD LEADING TO THE CORNERS.  THE MARKING OF
 LW2189'THE STATION IS NOT GIVEN.
 LW2189
 LW2189                          STATION RECOVERY (1935)
 LW2189
 LW2189'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2189'NEITHER CORNELLS HILL NOR BLISS CORNERS APPEAR IN THE OFFICIAL
 LW2189'GAZETTEER OF RHODE ISLAND, AND NEITHER ARE IN COMMON USE
 LW2189'TODAY.  I FOUND ONE PERSON FAMILIAR WITH THE NAME BLISS CORNERS
 LW2189'AND SHE APPLIED IT TO THE INTERSECTION OF THE ROAD FROM FALL
 LW2189'RIVER TO ADAMSVILLE WITH AN E AND W ROAD WHICH SHE CALLED
 LW2189'BULGAMARSH ROAD.  (HER SPELLING OF THIS WORD MAY NOT BE
 LW2189'CORRECT.) THIS INTERSECTION IS ABOUT 5-1/2 MILES S OF THE
 LW2189'CENTER OF THE CITY OF FALL RIVER, ABOUT 3-1/2 MILES E OF STONE
 LW2189'BRIDGE OVER THE SAKONNET RIVER, AND ABOUT 0.7 MILE WESTWARD
 LW2189'BY ROAD FROM THE BOUNDARY BETWEEN MASSACHUSETTS AND RHODE
 LW2189'ISLAND.
 LW2189'
 LW2189'THERE IS NO HIGH LAND ON THE E SIDE OF THE N AND S ROAD
 LW2189'LEADING TO THE CORNERS IF BLISS CORNERS IS DESCRIBED AS
 LW2189'ABOVE.  CORNELLS HILL IS SOMETIMES APPLIED TO THE HIGHEST LAND
 LW2189'IN THIS VICINITY, WHICH HIGH LAND IS ABOUT 1/2 MILE SW OF
 LW2189'BLISS CORNERS AND AT THE GIVEN GEOGRAPHIC POSITION.  A
 LW2189'LITTLE-USED DIRT ROAD LEADS S FROM BULGAMARSH ROAD OVER THIS HILL
 LW2189'WHICH HAS A BROAD ILL-DEFINED SUMMIT.  AT THE SE CORNER OF THE
 LW2189'JUNCTION OF THESE TWO ROADS, IN A GROVE OF ABOUT 30 PINE TREES,
 LW2189'THERE IS A MONUMENT IN MEMORY OF LATHAM W. CORNELL, WHO DIED
 LW2189'SEPTEMBER 4, 1938.  BEERS ATLAS (1870) SHOWS W. CORNELL ON
 LW2189'THE W SIDE OF THIS OLD ROAD ABOUT 1 MILE S OF BULGAMARSH ROAD.
 LW2189'
 LW2189'ABOUT 300 METERS S OF BULGAMARSH ROAD ON THE E SIDE OF THE
 LW2189'OLD ROAD IS A STONY PASTURE.  AT A POINT ABOUT 66 YARDS E OF
 LW2189'THE GATEWAY IN A WIRE FENCE BETWEEN THE ROAD AND THE PASTURE AND
 LW2189'ABOUT 40 YARDS S, A BARWAY BETWEEN A MOWING LOT AND PASTURE,
 LW2189'THERE IS A PILE OF SMALL STONES WHICH, BY THEIR WEATHERING,
 LW2189'APPEAR TO HAVE BEEN OUT OF THE GROUND FOR SOME TIME.
 LW2189'
 LW2189'AS THE MARKING OF THE STATION IS NOT GIVEN, IT CAN NOT BE
 LW2189'POSITIVELY STATED THAT THIS WAS THE POINT DETERMINED, BUT IT IS
 LW2189'A POSSIBILITY.
 LW2189'
 LW2189'AS MR. BLUNT WAS ACCUSTOMED TO MARKING HIS STATIONS WITH BURIED
 LW2189'CONES, I REMOVED THE STONES AND DUG A HOLE TWO FEET DEEP
 LW2189'WITHOUT FINDING A BURIED MARKER OR ANY INDICATION THAT THE
 LW2189'GROUND HAD EVER BEEN DISTURBED BEFORE.
 LW2189
 LW2189                          STATION RECOVERY (1954)
 LW2189
 LW2189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2189'STATION NOT RECOVERED.  THE PUBLISHED DESCRIPTION IS INADEQUATE
 LW2189'FOR PRESENT-DAY RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2809 ***********************************************************************
 LW2809  DESIGNATION -  COVE
 LW2809  PID         -  LW2809
 LW2809  STATE/COUNTY-  RI/BRISTOL
 LW2809  USGS QUAD   -  SAKONNET POINT (1970)
 LW2809
 LW2809                         *CURRENT SURVEY CONTROL
 LW2809  ___________________________________________________________________
 LW2809* NAD 83(1996)-  41 28 40.19424(N)    071 11 24.17580(W)     ADJUSTED  
 LW2809* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW2809  ___________________________________________________________________
 LW2809  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 LW2809  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2809
 LW2809  HORZ ORDER  -  SECOND
 LW2809
 LW2809.The horizontal coordinates were established by classical geodetic methods
 LW2809.and adjusted by the National Geodetic Survey in August 1998..
 LW2809
 LW2809.The orthometric height was scaled from a topographic map.
 LW2809
 LW2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2809
 LW2809.The geoid height was determined by GEOID03.
 LW2809
 LW2809;                    North         East     Units Scale Factor Converg.
 LW2809;SPC RI       -    43,858.836   125,888.412   MT  1.00000199   +0 12 19.0
 LW2809;SPC RI       -   143,893.53    413,018.90   sFT  1.00000199   +0 12 19.0
 LW2809;SPC MA M     -   803,120.009   225,889.628   MT  1.00004353   +0 12 29.5
 LW2809;SPC MA M     - 2,634,902.90    741,106.22   sFT  1.00004353   +0 12 29.5
 LW2809;UTM  19      - 4,594,118.368   317,144.591   MT  1.00001149   -1 27 03.4
 LW2809
 LW2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2809!SPC RI       -   1.00000393  x   1.00000199  =   1.00000592
 LW2809!SPC MA M     -   1.00000393  x   1.00004353  =   1.00004746
 LW2809!UTM  19      -   1.00000393  x   1.00001149  =   1.00001542
 LW2809
 LW2809|---------------------------------------------------------------------|
 LW2809| PID    Reference Object                     Distance      Geod. Az  |
 LW2809|                                                           dddmmss.s |
 LW2809| CB7629 COVE RM 1                            27.590 METERS 02957     |
 LW2809| CB7630 COVE RM 2                            14.320 METERS 18151     |
 LW2809| LW2799 SAKONNET HARBOR LIGHT               APPROX. 1.4 KM 2003755.3 |
 LW2809| LW2432 PARADISE ROCK 2                     APPROX. 6.6 KM 2925935.2 |
 LW2809|---------------------------------------------------------------------|
 LW2809
 LW2809                          SUPERSEDED SURVEY CONTROL
 LW2809
 LW2809  NAD 83(1996)-  41 28 40.19427(N)    071 11 24.17537(W) AD(       ) 2
 LW2809  NAD 83(1992)-  41 28 40.19236(N)    071 11 24.17518(W) AD(       ) 2
 LW2809  NAD 83(1992)-  41 28 40.19223(N)    071 11 24.17485(W) AD(       ) 2
 LW2809  NAD 83(1986)-  41 28 40.19263(N)    071 11 24.17292(W) AD(       ) 2
 LW2809  NAD 27      -  41 28 39.81900(N)    071 11 26.00600(W) AD(       ) 2
 LW2809
 LW2809.Superseded values are not recommended for survey control.
 LW2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2809.See file dsdata.txt to determine how the superseded data were derived.
 LW2809
 LW2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1714594118(NAD 83)
 LW2809_MARKER: DS = TRIANGULATION STATION DISK
 LW2809_SETTING: 66 = SET IN ROCK OUTCROP
 LW2809_SP_SET: SET IN ROCK OUTCROP
 LW2809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2809+STABILITY: POSITION/ELEVATION WELL
 LW2809
 LW2809  HISTORY     - Date     Condition        Report By
 LW2809  HISTORY     - 1934     MONUMENTED       CGS
 LW2809  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LW2809  HISTORY     - 1962     MARK NOT FOUND   CGS
 LW2809
 LW2809                          STATION DESCRIPTION
 LW2809
 LW2809'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2809'STATION IS ON THE SHORE OF CHURCHS COVE ON THE E SIDE OF THE
 LW2809'ENTRANCE TO THE SAKONNET RIVER, AND ABOUT 1 MILE NORTHWARD OF THE
 LW2809'SAKONNET HARBOR LIGHT.  A REDDISH-COLORED ROCK OUTCROP EXTENDS
 LW2809'SLIGHTLY OUT INTO THE WATER.  STATION IS ABOUT AT THE HIGHEST
 LW2809'POINT OF THE ROCK AND MARKED WITH A STANDARD BRONZE DISK SET INTO
 LW2809'THE ROCK.
 LW2809'
 LW2809'TWO REFERENCE MARKS WERE ESTABLISHED AND MARKED BY STANDARD BRONZE
 LW2809'DISKS SET IN SMALLER ROCK OUTCROPS TO THE N AND S OF THE STATION.
 LW2809'THE SKETCH SHOWS THE ROUTE TO FOLLOW, THROUGH THE SAKONNET GOLF
 LW2809'CLUB TO REACH THE STATION.
 LW2809
 LW2809                          STATION RECOVERY (1948)
 LW2809
 LW2809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 LW2809'LETTER OF MR. C.W. HAFFENREFFER, VICE PRES. HERRESHOFF YACHTS,
 LW2809'BRISTOL, RHODE ISLAND, DATED 10/18/48--
 LW2809'
 LW2809'MARKER WAS FOUND NEAR THE SHORE ON THE SAKONNET POINT SIDE OF THE
 LW2809'SAKONNET RIVER.  APPARENTLY IT WAS REMOVED FROM ITS LOCATION AND
 LW2809'SINCE DISCARDED.
 LW2809'
 LW2809'TRIANGULATION STATION DISK STAMPED COVE 1934 WAS RECEIVED AT THE
 LW2809'WASHINGTON OFFICE 10/25/48.
 LW2809
 LW2809                          STATION RECOVERY (1962)
 LW2809
 LW2809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW2809'STATION AND REFERENCE MARKS WERE NOT RECOVERED AFTER A 3-HOUR
 LW2809'SEARCH.  IT APPEARS THAT THEY ARE DESTROYED DUE TO THE
 LW2809'COMBINATION OF WATER FREEZING IN THE INNUMERABLE CRACKS IN THE RED
 LW2809'ROCK OUTCROP AND HEAVY PUMMELING BY 1 1/2-FOOT DIAMETER GRANITE
 LW2809'ROCKS DURING STORMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3520 ***********************************************************************
 LW3520  DESIGNATION -  COVENTRY LINWOOD LACE WORKS TK
 LW3520  PID         -  LW3520
 LW3520  STATE/COUNTY-  RI/KENT
 LW3520  USGS QUAD   -  CROMPTON (1995)
 LW3520
 LW3520                         *CURRENT SURVEY CONTROL
 LW3520  ___________________________________________________________________
 LW3520* NAD 83(1996)-  41 40 09.72340(N)    071 34 03.45909(W)     ADJUSTED  
 LW3520* NAVD 88     -                                                        
 LW3520  ___________________________________________________________________
 LW3520  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 LW3520  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW3520
 LW3520  HORZ ORDER  -  THIRD
 LW3520
 LW3520.The horizontal coordinates were established by classical geodetic methods
 LW3520.and adjusted by the National Geodetic Survey in August 1998..
 LW3520
 LW3520
 LW3520.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3520
 LW3520.The geoid height was determined by GEOID03.
 LW3520
 LW3520;                    North         East     Units Scale Factor Converg.
 LW3520;SPC RI       -    65,087.468    94,368.132   MT  0.99999414   -0 02 41.9
 LW3520;SPC RI       -   213,541.13    309,606.11   sFT  0.99999414   -0 02 41.9
 LW3520;UTM  19      - 4,616,252.867   286,249.549   MT  1.00016228   -1 42 27.7
 LW3520
 LW3520                          SUPERSEDED SURVEY CONTROL
 LW3520
 LW3520  NAD 83(1996)-  41 40 09.72262(N)    071 34 03.45862(W) AD(       ) 4
 LW3520  NAD 83(1992)-  41 40 09.72203(N)    071 34 03.45834(W) AD(       ) 4
 LW3520  NAD 83(1992)-  41 40 09.72149(N)    071 34 03.45845(W) AD(       ) 4
 LW3520  NAD 83(1986)-  41 40 09.72166(N)    071 34 03.45823(W) AD(       ) 4
 LW3520  NAD 27      -  41 40 09.36023(N)    071 34 05.23430(W) AD(       ) 3
 LW3520
 LW3520.Superseded values are not recommended for survey control.
 LW3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3520.See file dsdata.txt to determine how the superseded data were derived.
 LW3520
 LW3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8625016253(NAD 83)
 LW3520
 LW3520  HISTORY     - Date     Condition        Report By
 LW3520  HISTORY     - 1968     MONUMENTED       CGS
 LW3520  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW3520
 LW3520                          STATION DESCRIPTION
 LW3520
 LW3520'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3520'STATION IS LOCATED ABOUT 1-1/2 MILE SOUTH OF WASHINGTON.
 LW3520'
 LW3520'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 33 IN
 LW3520'COVENTRY, GO WEST ON HIGHWAY 3 FOR 0.5 MILE TO A SIDE ROAD LEFT
 LW3520'(HOPKINS HILL ROAD).  TURN LEFT ON HOPKINS HILL ROAD AND GO
 LW3520'SOUTH FOR 0.8 MILE TO THE LINWOOD LACE WORKS INC. AND STATION
 LW3520'ON THE LEFT.
 LW3520'
 LW3520'STATION IS A WATER TANK PAINTED BLACK.  IT IS SUPPORTED BY 4
 LW3520'LEGS AND IS 135 FEET HIGH.
 LW3520'
 LW3520'POINT INTERSECTED WAS TOP AND CENTER.
 LW3520
 LW3520                          STATION RECOVERY (1994)
 LW3520
 LW3520'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5197 ***********************************************************************
 LW5197  DESIGNATION -  CR 001
 LW5197  PID         -  LW5197
 LW5197  STATE/COUNTY-  RI/PROVIDENCE
 LW5197  USGS QUAD   -  PROVIDENCE (1975)
 LW5197
 LW5197                         *CURRENT SURVEY CONTROL
 LW5197  ___________________________________________________________________
 LW5197* NAD 83(1996)-  41 46 01.94589(N)    071 25 48.83557(W)     ADJUSTED  
 LW5197* NAVD 88     -        16.246  (meters)      53.30   (feet)  ADJUSTED  
 LW5197  ___________________________________________________________________
 LW5197  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 LW5197  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW5197  DYNAMIC HT  -          16.241 (meters)      53.28  (feet)  COMP
 LW5197  MODELED GRAV-     980,304.6   (mgal)                       NAVD 88
 LW5197
 LW5197  HORZ ORDER  -  SECOND
 LW5197  VERT ORDER  -  SECOND    CLASS II
 LW5197
 LW5197.The horizontal coordinates were established by classical geodetic methods
 LW5197.and adjusted by the National Geodetic Survey in August 1998..
 LW5197
 LW5197.The orthometric height was determined by differential leveling
 LW5197.and adjusted by the National Geodetic Survey in June 1991..
 LW5197
 LW5197.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5197
 LW5197.The geoid height was determined by GEOID03.
 LW5197
 LW5197.The dynamic height is computed by dividing the NAVD 88
 LW5197.geopotential number by the normal gravity value computed on the
 LW5197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5197.degrees latitude (g = 980.6199 gals.).
 LW5197
 LW5197.The modeled gravity was interpolated from observed gravity values.
 LW5197
 LW5197;                    North         East     Units Scale Factor Converg.
 LW5197;SPC RI       -    75,954.371   105,801.307   MT  0.99999416   +0 02 47.3
 LW5197;SPC RI       -   249,193.63    347,116.45   sFT  0.99999416   +0 02 47.3
 LW5197;UTM  19      - 4,626,784.588   297,995.128   MT  1.00010217   -1 37 09.6
 LW5197
 LW5197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5197!SPC RI       -   1.00000211  x   0.99999416  =   0.99999627
 LW5197!UTM  19      -   1.00000211  x   1.00010217  =   1.00010428
 LW5197
 LW5197                          SUPERSEDED SURVEY CONTROL
 LW5197
 LW5197  NAD 83(1996)-  41 46 01.94559(N)    071 25 48.83531(W) AD(       ) 2
 LW5197  NAD 83(1992)-  41 46 01.94444(N)    071 25 48.83475(W) AD(       ) 2
 LW5197  NAD 83(1992)-  41 46 01.94418(N)    071 25 48.83474(W) AD(       ) 2
 LW5197  NAD 83(1986)-  41 46 01.94394(N)    071 25 48.83433(W) AD(       ) 2
 LW5197  NGVD 29 (12/24/91)   16.50   (m)           54.1    (f) LEVELING    3  
 LW5197
 LW5197.Superseded values are not recommended for survey control.
 LW5197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5197.See file dsdata.txt to determine how the superseded data were derived.
 LW5197
 LW5197_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9799526785(NAD 83)
 LW5197_MARKER: DD = SURVEY DISK
 LW5197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5197_SP_SET: CONCRETE POST
 LW5197_STAMPING: CR 001 1984
 LW5197_MARK LOGO: RIGS  
 LW5197_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5197+STABILITY: SURFACE MOTION
 LW5197
 LW5197  HISTORY     - Date     Condition        Report By
 LW5197  HISTORY     - 1984     MONUMENTED       RIGS
 LW5197  HISTORY     - 1984     GOOD             RIGS
 LW5197
 LW5197                          STATION DESCRIPTION
 LW5197
 LW5197'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5197'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI)
 LW5197'SOUTH-SOUTHWEST OF OF PROVIDENCE,
 LW5197'5.4 KM (3.35 MI) SOUTHEAST OF THORNTON, AND
 LW5197'1.3 KM (0.8 MI) SOUTH-SOUTHEAST OF CRANSTON.
 LW5197'OWNERSHIP--STATE RIGHT OF WAY.
 LW5197'
 LW5197'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW5197'STATE HIGHWAY 10, WHICH IS ABOUT 1.0 KM (0.6 MI) NORTHEAST OF
 LW5197'CRANSTON, GO EAST FOR 0.2 KM (0.1 MI) ON HIGHWAY 10 TO THE ELMWOOD
 LW5197'AVENUE EXIT,
 LW5197'GO SOUTH FOR 0.6 KM (0.35 MI) ON ELMWOOD AVENUE TO THE INTERSECTION
 LW5197'OF PARK AVENUE,
 LW5197'GO WEST FOR 0.4 KM (0.25 MI) ON PARK AVENUE TO THE INTERSECTION OF
 LW5197'DORIC AVENUE,
 LW5197'GO SOUTH FOR 1.0 KM (0.65 MI) ON DORIC AVENUE TO A FOUR WAY
 LW5197'INTERSECTION AND A BRIDGE ON THE LEFT, AND THE STATION IS LOCATED
 LW5197'IN A GRASSY AREA SOUTHWEST OF MILFORD STREET BRIDGE.
 LW5197'
 LW5197'THE STATION IS A STANDARD RIGS DISK
 LW5197'STAMPED---CR 001 1984---,
 LW5197'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5197'30 CM IN DIAMETER RECESSED 5.1 CM BELOW GROUND.  LOCATED
 LW5197'6.0 METERS (19.7 FT) NORTHEAST FROM A RHODE ISLAND HIGHWAY BOUND IN
 LW5197'THE CORNER OF A GRASSY AREA,
 LW5197'4.8 METERS (15.8 FT) SOUTH-SOUTHEAST FROM A NECO LIGHT POLE 3/4,
 LW5197'4.3 METERS (14.2 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 LW5197'SOUTHWEST ENDWALL OF THE MILFORD STREET BRIDGE,
 LW5197'4.0 METERS (13.0 FT) SOUTHEAST FROM A RHODE ISLAND HIGHWAY BOUND ON
 LW5197'THE MILFORD STREET LINE.
 LW5197'
 LW5197'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5197
 LW5197                          STATION RECOVERY (1984)
 LW5197
 LW5197'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5197'1.3 KM (0.8 MI) SSE FROM CRANSTON.
 LW5197'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI) SOUTH-SOUTHWEST OF OF
 LW5197'PROVIDENCE, 5.4 KM (3.35 MI) SOUTHEAST OF THORNTON, AND 1.3 KM (0.8
 LW5197'MI) SOUTH-SOUTHEAST OF CRANSTON.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5197'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW5197'STATE HIGHWAY 10, WHICH IS ABOUT 1.0 KM (0.6 MI) NORTHEAST OF
 LW5197'CRANSTON, GO EAST FOR 0.2 KM (0.1 MI) ON HIGHWAY 10 TO THE ELMWOOD
 LW5197'AVENUE EXIT, GO SOUTH FOR 0.6 KM (0.35 MI) ON ELMWOOD AVENUE TO THE
 LW5197'INTERSECTION OF PARK AVENUE, GO WEST FOR 0.4 KM (0.25 MI) ON PARK
 LW5197'AVENUE TO THE INTERSECTION OF DORIC AVENUE, GO SOUTH FOR 1.0 KM (0.65
 LW5197'MI) ON DORIC AVENUE TO A FOUR WAY INTERSECTION AND A BRIDGE ON THE
 LW5197'LEFT, AND THE STATION IS LOCATED IN A GRASSY AREA SOUTHWEST OF
 LW5197'MILFORD STREET BRIDGE.  THE STATION IS A STANDARD RIGS DISK SET INTO
 LW5197'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 5.1
 LW5197'CM BELOW GROUND.  LOCATED 6.0 METERS (19.7 FT) NORTHEAST FROM A RHODE
 LW5197'ISLAND HIGHWAY BOUND IN THE CORNER OF A GRASSY AREA, 4.8 METERS (15.8
 LW5197'FT) SOUTH-SOUTHEAST FROM A NECO LIGHT POLE 3/4, 4.3 METERS (14.2 FT)
 LW5197'SOUTHWEST FROM THE SOUTHWEST CORNER OF THE SOUTHWEST ENDWALL OF THE
 LW5197'MILFORD STREET BRIDGE, 4.0 METERS (13.0 FT) SOUTHEAST FROM A RHODE
 LW5197'ISLAND HIGHWAY BOUND ON THE MILFORD STREET LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5240 ***********************************************************************
 LW5240  DESIGNATION -  CR 002
 LW5240  PID         -  LW5240
 LW5240  STATE/COUNTY-  RI/PROVIDENCE
 LW5240  USGS QUAD   -  PROVIDENCE (1975)
 LW5240
 LW5240                         *CURRENT SURVEY CONTROL
 LW5240  ___________________________________________________________________
 LW5240* NAD 83(1996)-  41 45 21.49422(N)    071 28 09.65158(W)     ADJUSTED  
 LW5240* NAVD 88     -        49.163  (meters)     161.30   (feet)  ADJUSTED  
 LW5240  ___________________________________________________________________
 LW5240  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 LW5240  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW5240  DYNAMIC HT  -          49.147 (meters)     161.24  (feet)  COMP
 LW5240  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 LW5240
 LW5240  HORZ ORDER  -  SECOND
 LW5240  VERT ORDER  -  SECOND    CLASS II
 LW5240
 LW5240.The horizontal coordinates were established by classical geodetic methods
 LW5240.and adjusted by the National Geodetic Survey in August 1998..
 LW5240
 LW5240.The orthometric height was determined by differential leveling
 LW5240.and adjusted by the National Geodetic Survey in June 1991..
 LW5240
 LW5240.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5240
 LW5240.The geoid height was determined by GEOID03.
 LW5240
 LW5240.The dynamic height is computed by dividing the NAVD 88
 LW5240.geopotential number by the normal gravity value computed on the
 LW5240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5240.degrees latitude (g = 980.6199 gals.).
 LW5240
 LW5240.The modeled gravity was interpolated from observed gravity values.
 LW5240
 LW5240;                    North         East     Units Scale Factor Converg.
 LW5240;SPC RI       -    74,704.449   102,549.233   MT  0.99999383   +0 01 13.5
 LW5240;SPC RI       -   245,092.85    336,446.94   sFT  0.99999383   +0 01 13.5
 LW5240;UTM  19      - 4,625,629.587   294,707.715   MT  1.00011865   -1 38 42.2
 LW5240
 LW5240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5240!SPC RI       -   0.99999696  x   0.99999383  =   0.99999079
 LW5240!UTM  19      -   0.99999696  x   1.00011865  =   1.00011561
 LW5240
 LW5240                          SUPERSEDED SURVEY CONTROL
 LW5240
 LW5240  NAD 83(1996)-  41 45 21.49384(N)    071 28 09.65130(W) AD(       ) 2
 LW5240  NAD 83(1992)-  41 45 21.49281(N)    071 28 09.65074(W) AD(       ) 2
 LW5240  NAD 83(1992)-  41 45 21.49252(N)    071 28 09.65076(W) AD(       ) 2
 LW5240  NAD 83(1986)-  41 45 21.49233(N)    071 28 09.65057(W) AD(       ) 2
 LW5240  NGVD 29 (12/24/91)   49.42   (m)          162.1    (f) LEVELING    3  
 LW5240
 LW5240.Superseded values are not recommended for survey control.
 LW5240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5240.See file dsdata.txt to determine how the superseded data were derived.
 LW5240
 LW5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9470825630(NAD 83)
 LW5240_MARKER: DD = SURVEY DISK
 LW5240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5240_SP_SET: CONCRETE POST
 LW5240_STAMPING: CR 002 1984
 LW5240_MARK LOGO: RIGS  
 LW5240_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5240+STABILITY: SURFACE MOTION
 LW5240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW5240+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 LW5240
 LW5240  HISTORY     - Date     Condition        Report By
 LW5240  HISTORY     - 1984     MONUMENTED       RIGS
 LW5240  HISTORY     - 1984     GOOD             RIGS
 LW5240  HISTORY     - 20050215 GOOD             USPSQD
 LW5240
 LW5240                          STATION DESCRIPTION
 LW5240
 LW5240'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5240'THE STATION IS LOCATED ABOUT 3.0 KM (1.9 MI)
 LW5240'SOUTH-SOUTHWEST OF KNIGHTSVILLE CENTER.
 LW5240'OWNERSHIP--STATE RIGHT OF WAY.
 LW5240'
 LW5240'TO REACH THE STATION FROM STATE HIGHWAY 37 BRIDGE OVER STATE
 LW5240'HIGHWAY 2, GO WEST FOR 0.5 KM (0.3 MI) ON HIGHWAY 37 TO THE GLEN
 LW5240'HILL DRIVE BRIDGE OVER HIGHWAY 37 AND THE STATION ON THE RIGHT.
 LW5240'
 LW5240'THE STATION IS A STANDARD RIGS DISK
 LW5240'STAMPED---CR 002 1984---,
 LW5240'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5240'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5240'23.8 METERS (78.0 FT) WEST-SOUTHWEST FROM THE SOUTHEAST CORNER OF
 LW5240'AN INLET RIM IN THE WEST GUTTER,
 LW5240'7.0 METERS (23.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF GLENHILL
 LW5240'DRIVE,
 LW5240'7.0 METERS (23.0 FT) NORTH-NORTHEAST FROM THE END OF THE NORTHWEST
 LW5240'BRIDGE WALL,
 LW5240'0.7 METERS (2.25 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5240'
 LW5240'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5240
 LW5240                          STATION RECOVERY (1984)
 LW5240
 LW5240'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5240'3.0 KM (1.9 MI) SSW FROM KNIGHTSVILLE CENTER.
 LW5240'THE STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) SOUTH-SOUTHWEST OF
 LW5240'KNIGHTSVILLE CENTER ON THE NORTH SIDE OF STATE HIGHWAY 37.
 LW5240'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM STATE
 LW5240'HIGHWAY 37 BRIDGE OVER STATE HIGHWAY 2, GO WEST FOR 0.5 KM (0.3 MI)
 LW5240'ON HIGHWAY 37 TO THE GLEN HILL DRIVE BRIDGE OVER HIGHWAY 37 AND THE
 LW5240'STATION AT THE TOP OF THE SLOPE FOR THE OVERPASS ON THE RIGHT.  THE
 LW5240'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW5240'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 23.8 METERS
 LW5240'(78.0 FT) WEST-SOUTHWEST FROM THE SOUTHEAST CORNER OF AN INLET RIM IN
 LW5240'THE WEST GUTTER, 7.0 METERS (23.0 FT) WEST-NORTHWEST FROM THE
 LW5240'CENTERLINE OF GLENHILL DRIVE, 7.0 METERS (23.0 FT) NORTH-NORTHEAST
 LW5240'FROM THE END OF THE NORTHWEST BRIDGE WALL, 0.7 METERS (2.25 FT)
 LW5240'EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5240
 LW5240                          STATION RECOVERY (2005)
 LW5240
 LW5240'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW5240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5239 ***********************************************************************
 LW5239  DESIGNATION -  CR 003
 LW5239  PID         -  LW5239
 LW5239  STATE/COUNTY-  RI/PROVIDENCE
 LW5239  USGS QUAD   -  PROVIDENCE (1975)
 LW5239
 LW5239                         *CURRENT SURVEY CONTROL
 LW5239  ___________________________________________________________________
 LW5239* NAD 83(1996)-  41 45 27.47410(N)    071 29 01.43069(W)     ADJUSTED  
 LW5239* NAVD 88     -        18.261  (meters)      59.91   (feet)  ADJUSTED  
 LW5239  ___________________________________________________________________
 LW5239  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 LW5239  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW5239  DYNAMIC HT  -          18.255 (meters)      59.89  (feet)  COMP
 LW5239  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 LW5239
 LW5239  HORZ ORDER  -  SECOND
 LW5239  VERT ORDER  -  SECOND    CLASS II
 LW5239
 LW5239.The horizontal coordinates were established by classical geodetic methods
 LW5239.and adjusted by the National Geodetic Survey in August 1998..
 LW5239
 LW5239.The orthometric height was determined by differential leveling
 LW5239.and adjusted by the National Geodetic Survey in June 1991..
 LW5239
 LW5239.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5239
 LW5239.The geoid height was determined by GEOID03.
 LW5239
 LW5239.The dynamic height is computed by dividing the NAVD 88
 LW5239.geopotential number by the normal gravity value computed on the
 LW5239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5239.degrees latitude (g = 980.6199 gals.).
 LW5239
 LW5239.The modeled gravity was interpolated from observed gravity values.
 LW5239
 LW5239;                    North         East     Units Scale Factor Converg.
 LW5239;SPC RI       -    74,888.615   101,353.014   MT  0.99999377   +0 00 39.0
 LW5239;SPC RI       -   245,697.06    332,522.35   sFT  0.99999377   +0 00 39.0
 LW5239;UTM  19      - 4,625,848.471   293,517.202   MT  1.00012468   -1 39 16.9
 LW5239
 LW5239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5239!SPC RI       -   1.00000181  x   0.99999377  =   0.99999558
 LW5239!UTM  19      -   1.00000181  x   1.00012468  =   1.00012649
 LW5239
 LW5239:                Primary Azimuth Mark                     Grid Az
 LW5239:SPC RI       -  IMMAC CONC CH BELL TOWER CROSS           135 09 51.5
 LW5239:UTM  19      -  IMMAC CONC CH BELL TOWER CROSS           136 49 47.4
 LW5239
 LW5239|---------------------------------------------------------------------|
 LW5239| PID    Reference Object                     Distance      Geod. Az  |
 LW5239|                                                           dddmmss.s |
 LW5239| LW5714 IMMAC CONC CH BELL TOWER CROSS      APPROX. 0.8 KM 1351030.5 |
 LW5239|---------------------------------------------------------------------|
 LW5239
 LW5239                          SUPERSEDED SURVEY CONTROL
 LW5239
 LW5239  NAD 83(1996)-  41 45 27.47371(N)    071 29 01.43041(W) AD(       ) 2
 LW5239  NAD 83(1992)-  41 45 27.47270(N)    071 29 01.42985(W) AD(       ) 2
 LW5239  NAD 83(1992)-  41 45 27.47240(N)    071 29 01.42987(W) AD(       ) 2
 LW5239  NAD 83(1986)-  41 45 27.47215(N)    071 29 01.42979(W) AD(       ) 2
 LW5239  NGVD 29 (12/24/91)   18.52   (m)           60.8    (f) LEVELING    3  
 LW5239
 LW5239.Superseded values are not recommended for survey control.
 LW5239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5239.See file dsdata.txt to determine how the superseded data were derived.
 LW5239
 LW5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9351725848(NAD 83)
 LW5239_MARKER: DD = SURVEY DISK
 LW5239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5239_SP_SET: CONCRETE POST
 LW5239_STAMPING: CR 003 1984
 LW5239_MARK LOGO: RIGS  
 LW5239_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5239+STABILITY: SURFACE MOTION
 LW5239
 LW5239  HISTORY     - Date     Condition        Report By
 LW5239  HISTORY     - 1984     MONUMENTED       RIGS
 LW5239  HISTORY     - 1984     GOOD             RIGS
 LW5239
 LW5239                          STATION DESCRIPTION
 LW5239
 LW5239'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5239'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 LW5239'SOUTH-SOUTHWEST OF KNIGHTSVILLE CENTER.
 LW5239'OWNERSHIP--STATE RIGHT OF WAY.
 LW5239'
 LW5239'TO REACH THE STATION FROM THE STATE HIGHWAY 37 BRIDGE OVER STATE
 LW5239'HIGHWAY 2, GO WEST FOR 1.4 KM (0.9 MI) ON HIGHWAY 37 TO THE BRIDGE
 LW5239'OVER INTERSTATE 295 SOUTHBOUND, TAKE THE ON RAMP FOR 295 SOUTHBOUND
 LW5239'FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT AT THE TOP OF A
 LW5239'SMALL SLOPE.
 LW5239'
 LW5239'THE STATION IS A STANDARD RIGS DISK
 LW5239'STAMPED---CR 003 1984---,
 LW5239'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5239'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5239'36.3 METERS (119.0 FT) SOUTHWEST FROM AN ALUMINUM LIGHT POLE 295
 LW5239'291,
 LW5239'28.3 METERS (93.0 FT) EAST-NORTHEAST FROM AN ALUMINUM LIGHT POLE 295
 LW5239'293,
 LW5239'10.4 METERS (34.0 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE ISLAND
 LW5239'SEPARATING THE ENTRANCE AND EXIT RAMPS OF INTERSTATE 295 SOUTHBOUND
 LW5239'AND STATE HIGHWAY 37,
 LW5239'1.9 METERS (6.3 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5239'
 LW5239'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5239
 LW5239                          STATION RECOVERY (1984)
 LW5239
 LW5239'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5239'3.2 KM (2.0 MI) SSW FROM KNIGHTSVILLE CENTER.
 LW5239'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH-SOUTHWEST OF
 LW5239'KNIGHTSVILLE CENTER ON THE WEST SIDE OF I-295.  OWNERSHIP--STATE
 LW5239'RIGHT OF WAY.  TO REACH THE STATION FROM THE STATE HIGHWAY 37 BRIDGE
 LW5239'OVER STATE HIGHWAY 2, GO WEST FOR 1.4 KM (0.9 MI) ON HIGHWAY 37 TO
 LW5239'THE BRIDGE OVER INTERSTATE 295 SOUTHBOUND, TAKE THE ON RAMP FOR 295
 LW5239'SOUTHBOUND FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT AT THE TOP
 LW5239'OF A SMALL SLOPE.  THE STATION IS A STANDARD RIGS DISK SET INTO THE
 LW5239'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW5239'LOCATED 36.3 METERS (119.0 FT) SOUTHWEST FROM AN ALUMINUM LIGHT POLE
 LW5239'295 291, 28.3 METERS (93.0 FT) EAST-NORTHEAST FROM AN ALUMINUM LIGHT
 LW5239'POLE 295 293, 10.4 METERS (34.0 FT) SOUTH-SOUTHEAST FROM THE CENTER
 LW5239'OF THE ISLAND SEPARATING THE ENTRANCE AND EXIT RAMPS OF INTERSTATE
 LW5239'295 SOUTHBOUND AND STATE HIGHWAY 37, 1.9 METERS (6.3 FT) NORTHWEST
 LW5239'FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5243 ***********************************************************************
 LW5243  DESIGNATION -  CR 004
 LW5243  PID         -  LW5243
 LW5243  STATE/COUNTY-  RI/PROVIDENCE
 LW5243  USGS QUAD   -  PROVIDENCE (1975)
 LW5243
 LW5243                         *CURRENT SURVEY CONTROL
 LW5243  ___________________________________________________________________
 LW5243* NAD 83(1996)-  41 46 01.46411(N)    071 28 54.86667(W)     ADJUSTED  
 LW5243* NAVD 88     -        35.183  (meters)     115.43   (feet)  ADJUSTED  
 LW5243  ___________________________________________________________________
 LW5243  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 LW5243  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW5243  DYNAMIC HT  -          35.172 (meters)     115.39  (feet)  COMP
 LW5243  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 LW5243
 LW5243  HORZ ORDER  -  SECOND
 LW5243  VERT ORDER  -  SECOND    CLASS II
 LW5243
 LW5243.The horizontal coordinates were established by classical geodetic methods
 LW5243.and adjusted by the National Geodetic Survey in August 1998..
 LW5243
 LW5243.The orthometric height was determined by differential leveling
 LW5243.and adjusted by the National Geodetic Survey in June 1991..
 LW5243
 LW5243.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5243
 LW5243.The geoid height was determined by GEOID03.
 LW5243
 LW5243.The dynamic height is computed by dividing the NAVD 88
 LW5243.geopotential number by the normal gravity value computed on the
 LW5243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5243.degrees latitude (g = 980.6199 gals.).
 LW5243
 LW5243.The modeled gravity was interpolated from observed gravity values.
 LW5243
 LW5243;                    North         East     Units Scale Factor Converg.
 LW5243;SPC RI       -    75,937.313   101,504.430   MT  0.99999378   +0 00 43.4
 LW5243;SPC RI       -   249,137.67    333,019.12   sFT  0.99999378   +0 00 43.4
 LW5243;UTM  19      - 4,626,892.460   293,699.060   MT  1.00012375   -1 39 13.6
 LW5243
 LW5243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5243!SPC RI       -   0.99999915  x   0.99999378  =   0.99999293
 LW5243!UTM  19      -   0.99999915  x   1.00012375  =   1.00012290
 LW5243
 LW5243:                Primary Azimuth Mark                     Grid Az
 LW5243:SPC RI       -  CRANSTON RI MEDICAL CTR TANK             150 04 27.2
 LW5243:UTM  19      -  CRANSTON RI MEDICAL CTR TANK             151 44 24.2
 LW5243
 LW5243|---------------------------------------------------------------------|
 LW5243| PID    Reference Object                     Distance      Geod. Az  |
 LW5243|                                                           dddmmss.s |
 LW5243| LW2542 CRANSTON RI MEDICAL CTR TANK        APPROX. 2.7 KM 1500510.6 |
 LW5243|---------------------------------------------------------------------|
 LW5243
 LW5243                          SUPERSEDED SURVEY CONTROL
 LW5243
 LW5243  NAD 83(1996)-  41 46 01.46379(N)    071 28 54.86641(W) AD(       ) 2
 LW5243  NAD 83(1992)-  41 46 01.46272(N)    071 28 54.86582(W) AD(       ) 2
 LW5243  NAD 83(1992)-  41 46 01.46248(N)    071 28 54.86586(W) AD(       ) 2
 LW5243  NAD 83(1986)-  41 46 01.46211(N)    071 28 54.86589(W) AD(       ) 2
 LW5243  NGVD 29 (12/24/91)   35.44   (m)          116.3    (f) LEVELING    3  
 LW5243
 LW5243.Superseded values are not recommended for survey control.
 LW5243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5243.See file dsdata.txt to determine how the superseded data were derived.
 LW5243
 LW5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9369926892(NAD 83)
 LW5243_MARKER: DD = SURVEY DISK
 LW5243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5243_SP_SET: CONCRETE POST
 LW5243_STAMPING: CR 004 1984
 LW5243_MARK LOGO: RIGS  
 LW5243_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5243+STABILITY: SURFACE MOTION
 LW5243
 LW5243  HISTORY     - Date     Condition        Report By
 LW5243  HISTORY     - 1985     MONUMENTED       RIGS
 LW5243  HISTORY     - 1985     GOOD             RIGS
 LW5243
 LW5243                          STATION DESCRIPTION
 LW5243
 LW5243'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5243'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI)
 LW5243'SOUTHWEST OF KNIGHTSVILLE CENTER AND ON STATE HIGHWAY 51 RIGHT OF
 LW5243'WAY.
 LW5243'OWNERSHIP--STATE RIGHT OF WAY.
 LW5243'
 LW5243'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 37 AND
 LW5243'51, GO NORTH FOR 1.6 KM (1.0 MI) ON HIGHWAY 51 TO THE PHENIX AVENUE
 LW5243'BRIDGE OVER INTERSTATE 295 AND THE STATION ON THE RIGHT.
 LW5243'
 LW5243'THE STATION IS A STANDARD RIGS DISK
 LW5243'STAMPED---CR 004 1985---,
 LW5243'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5243'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5243'41.1 METERS (134.0 FT) SOUTHEAST FROM THE NORTHWEST CONCRETE
 LW5243'ENDWALL OF THE BRIDGE OVER INTERSTATE 295 NORTHBOUND,
 LW5243'9.4 METERS (31.0 FT) EAST FROM THE CENTERLINE OF STATE HIGHWAY 51,
 LW5243'5.3 METERS (17.5 FT) NORTHEAST FROM AN NECO POLE 019,
 LW5243'1.1 METERS (3.5 FT) EAST FROM A FIBERGLASS WITNESS POST.
 LW5243'
 LW5243'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5243
 LW5243                          STATION RECOVERY (1985)
 LW5243
 LW5243'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5243'2.3 KM (1.4 MI) SW FROM KNIGHTSVILLE CENTER.
 LW5243'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI) SOUTHWEST OF
 LW5243'KNIGHTSVILLE CENTER AND AT THE TOP OF THE STATE HIGHWAY 51 BRIDGE ON
 LW5243'THE WEST SIDE OF INTERSTATE 295.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5243'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 37 AND 51,
 LW5243'GO NORTH FOR 1.6 KM (1.0 MI) ON HIGHWAY 51 TO THE PHENIX AVENUE
 LW5243'BRIDGE OVER INTERSTATE 295 AND THE STATION ON THE RIGHT.  THE STATION
 LW5243'IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5243'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 41.1 METERS (134.0 FT)
 LW5243'SOUTHEAST FROM THE NORTHWEST CONCRETE ENDWALL OF THE BRIDGE OVER
 LW5243'INTERSTATE 295 NORTHBOUND, 9.4 METERS (31.0 FT) EAST FROM THE
 LW5243'CENTERLINE OF STATE HIGHWAY 51, 5.3 METERS (17.5 FT) NORTHEAST FROM
 LW5243'AN NECO POLE 019, 1.1 METERS (3.5 FT) EAST FROM A FIBERGLASS WITNESS
 LW5243'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5242 ***********************************************************************
 LW5242  DESIGNATION -  CR 004 V
 LW5242  PID         -  LW5242
 LW5242  STATE/COUNTY-  RI/PROVIDENCE
 LW5242  USGS QUAD   -  PROVIDENCE (1975)
 LW5242
 LW5242                         *CURRENT SURVEY CONTROL
 LW5242  ___________________________________________________________________
 LW5242* NAD 83(1986)-  41 45 33.     (N)    071 29 07.     (W)     SCALED    
 LW5242* NAVD 88     -        18.738  (meters)      61.48   (feet)  ADJUSTED  
 LW5242  ___________________________________________________________________
 LW5242  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW5242  DYNAMIC HT  -          18.732 (meters)      61.46  (feet)  COMP
 LW5242  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LW5242
 LW5242  VERT ORDER  -  SECOND    CLASS II
 LW5242
 LW5242.The horizontal coordinates were scaled from a topographic map and have
 LW5242.an estimated accuracy of +/- 6 seconds.
 LW5242
 LW5242.The orthometric height was determined by differential leveling
 LW5242.and adjusted by the National Geodetic Survey in June 1991..
 LW5242
 LW5242.The geoid height was determined by GEOID03.
 LW5242
 LW5242.The dynamic height is computed by dividing the NAVD 88
 LW5242.geopotential number by the normal gravity value computed on the
 LW5242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5242.degrees latitude (g = 980.6199 gals.).
 LW5242
 LW5242.The modeled gravity was interpolated from observed gravity values.
 LW5242
 LW5242;                    North         East    Units  Estimated Accuracy
 LW5242;SPC RI       -    75,060.      101,220.      MT  (+/- 180 meters Scaled)
 LW5242
 LW5242                          SUPERSEDED SURVEY CONTROL
 LW5242
 LW5242.No superseded survey control is available for this station.
 LW5242
 LW5242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG933260(NAD 83)
 LW5242_MARKER: DD = SURVEY DISK
 LW5242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5242_SP_SET: CONCRETE POST
 LW5242_STAMPING: CR 004 V 1984
 LW5242_MARK LOGO: RIGS  
 LW5242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5242+STABILITY: SURFACE MOTION
 LW5242
 LW5242  HISTORY     - Date     Condition        Report By
 LW5242  HISTORY     - 1984     MONUMENTED       RIGS
 LW5242
 LW5242                          STATION DESCRIPTION
 LW5242
 LW5242'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5242'IN CRANSTON.
 LW5242'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI) SOUTHWEST OF
 LW5242'KNIGHTSVILLE CENTER ON THE EAST SIDE OF INTERSTATE HIGHWAY 295.
 LW5242'OWNERSHIP--STATE RIGHT OF WAY TO REACH THE STATION FROM THE NORTHERLY
 LW5242'OVERPASS FOR STATE HIGHWAY 37 OVER I 295 GO NORTH FOR .75 KM (.45 MI)
 LW5242'ON I 295 TO THE MARK ON THE RIGHT.  THE STATION IS A STANDARD RIGS
 LW5242'DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW5242'FLUSH WITH GROUND.  LOCATED 52.7 METERS (173.0 FT) NORTH FROM AN
 LW5242'ALUMINUM LIGHT POLE 295 318, .75 METERS (2.5 FT) EAST FROM THE
 LW5242'CONCRETE CURB FOR I 295 NORTH, .6 METERS (2.0 FT) EAST FROM A STEEL
 LW5242'GUARD RAIL, .6 METERS (2.0 FT) WEST FROM A FIBERGLASS WITNESS POST.
 LW5242'MARK IS .200 METERS ABOVE THE PAVEMENT FOR I 295.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5238 ***********************************************************************
 LW5238  DESIGNATION -  CR 005
 LW5238  PID         -  LW5238
 LW5238  STATE/COUNTY-  RI/PROVIDENCE
 LW5238  USGS QUAD   -  PROVIDENCE (1975)
 LW5238
 LW5238                         *CURRENT SURVEY CONTROL
 LW5238  ___________________________________________________________________
 LW5238* NAD 83(1996)-  41 45 05.53268(N)    071 28 52.98854(W)     ADJUSTED  
 LW5238* NAVD 88     -        26.533  (meters)      87.05   (feet)  ADJUSTED  
 LW5238  ___________________________________________________________________
 LW5238  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 LW5238  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW5238  DYNAMIC HT  -          26.524 (meters)      87.02  (feet)  COMP
 LW5238  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 LW5238
 LW5238  HORZ ORDER  -  SECOND
 LW5238  VERT ORDER  -  SECOND    CLASS II
 LW5238
 LW5238.The horizontal coordinates were established by classical geodetic methods
 LW5238.and adjusted by the National Geodetic Survey in August 1998..
 LW5238
 LW5238.The orthometric height was determined by differential leveling
 LW5238.and adjusted by the National Geodetic Survey in June 1991..
 LW5238
 LW5238.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5238
 LW5238.The geoid height was determined by GEOID03.
 LW5238
 LW5238.The dynamic height is computed by dividing the NAVD 88
 LW5238.geopotential number by the normal gravity value computed on the
 LW5238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5238.degrees latitude (g = 980.6199 gals.).
 LW5238
 LW5238.The modeled gravity was interpolated from observed gravity values.
 LW5238
 LW5238;                    North         East     Units Scale Factor Converg.
 LW5238;SPC RI       -    74,211.714   101,548.184   MT  0.99999378   +0 00 44.6
 LW5238;SPC RI       -   243,476.27    333,162.67   sFT  0.99999378   +0 00 44.6
 LW5238;UTM  19      - 4,625,166.095   293,692.638   MT  1.00012379   -1 39 10.6
 LW5238
 LW5238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5238!SPC RI       -   1.00000051  x   0.99999378  =   0.99999429
 LW5238!UTM  19      -   1.00000051  x   1.00012379  =   1.00012430
 LW5238
 LW5238:                Primary Azimuth Mark                     Grid Az
 LW5238:SPC RI       -  PROVIDENCE TV STA WPRO MAST              006 53 58.4
 LW5238:UTM  19      -  PROVIDENCE TV STA WPRO MAST              008 33 53.6
 LW5238
 LW5238|---------------------------------------------------------------------|
 LW5238| PID    Reference Object                     Distance      Geod. Az  |
 LW5238|                                                           dddmmss.s |
 LW5238| LW2695 PROVIDENCE TV STA WPRO MAST         APPROX. 5.9 KM 0065443.0 |
 LW5238|---------------------------------------------------------------------|
 LW5238
 LW5238                          SUPERSEDED SURVEY CONTROL
 LW5238
 LW5238  NAD 83(1996)-  41 45 05.53229(N)    071 28 52.98824(W) AD(       ) 2
 LW5238  NAD 83(1992)-  41 45 05.53128(N)    071 28 52.98770(W) AD(       ) 2
 LW5238  NAD 83(1992)-  41 45 05.53098(N)    071 28 52.98772(W) AD(       ) 2
 LW5238  NAD 83(1986)-  41 45 05.53074(N)    071 28 52.98761(W) AD(       ) 2
 LW5238  NGVD 29 (12/24/91)   26.79   (m)           87.9    (f) LEVELING    3  
 LW5238
 LW5238.Superseded values are not recommended for survey control.
 LW5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5238.See file dsdata.txt to determine how the superseded data were derived.
 LW5238
 LW5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9369325166(NAD 83)
 LW5238_MARKER: DD = SURVEY DISK
 LW5238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5238_SP_SET: CONCRETE POST
 LW5238_STAMPING: CR 005 1984
 LW5238_MARK LOGO: RIGS  
 LW5238_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5238+STABILITY: SURFACE MOTION
 LW5238
 LW5238  HISTORY     - Date     Condition        Report By
 LW5238  HISTORY     - 1984     MONUMENTED       RIGS
 LW5238  HISTORY     - 1984     GOOD             RIGS
 LW5238
 LW5238                          STATION DESCRIPTION
 LW5238
 LW5238'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5238'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI)
 LW5238'SOUTH-SOUTHWEST OF KNIGHTSVILLE CENTER.
 LW5238'OWNERSHIP--STATE RIGHT OF WAY.
 LW5238'
 LW5238'TO REACH THE STATION FROM THE STATE HIGHWAY 33 BRIDGE OVER
 LW5238'INTERSTATE HIGHWAY 295 NORTHBOUND, GO NORTH FOR
 LW5238'2.4 KM (1.5 MI) ON 295 TO THE STATION ON THE RIGHT AT THE TOP OF A
 LW5238'SLOPE.
 LW5238'
 LW5238'THE STATION IS A STANDARD RIGS DISK
 LW5238'STAMPED---CR 005 1984---,
 LW5238'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5238'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5238'26.5 METERS (87.0 FT) NORTH FROM THE CORNER POST OF A CHAINLINK
 LW5238'RIGHT OF WAY FENCE,
 LW5238'23.5 METERS (77.0 FT) NORTH-NORTHWEST FROM A NEW ENGLAND ELECTRIC
 LW5238'POWER POLE 6,
 LW5238'1.0 METERS (3.4 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST,
 LW5238'1.0 METERS (3.4 FT) SOUTHEAST FROM THE TOP OF THE SLOPE.
 LW5238'
 LW5238'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5238
 LW5238                          STATION RECOVERY (1984)
 LW5238
 LW5238'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5238'3.9 KM (2.4 MI) SSW FROM KNIGHTSVILLE CENTER.
 LW5238'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) SOUTH-SOUTHWEST OF
 LW5238'KNIGHTSVILLE CENTER ON THE EAST SIDE OF I-295.  OWNERSHIP--STATE
 LW5238'RIGHT OF WAY.  TO REACH THE STATION FROM THE STATE HIGHWAY 33 BRIDGE
 LW5238'OVER INTERSTATE HIGHWAY 295 NORTHBOUND, GO NORTH FOR 2.4 KM (1.5 MI)
 LW5238'ON 295 TO THE STATION ON THE RIGHT AT THE TOP OF A SLOPE.  THE
 LW5238'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW5238'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 26.5 METERS
 LW5238'(87.0 FT) NORTH FROM THE CORNER POST OF A CHAINLINK RIGHT OF WAY
 LW5238'FENCE, 23.5 METERS (77.0 FT) NORTH-NORTHWEST FROM A NEW ENGLAND
 LW5238'ELECTRIC POWER POLE 6, 1.0 METERS (3.4 FT) NORTHWEST FROM A
 LW5238'FIBERGLASS WITNESS POST, 1.0 METERS (3.4 FT) SOUTHEAST FROM THE TOP
 LW5238'OF THE SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5237 ***********************************************************************
 LW5237  DESIGNATION -  CR 006
 LW5237  PID         -  LW5237
 LW5237  STATE/COUNTY-  RI/PROVIDENCE
 LW5237  USGS QUAD   -  EAST GREENWICH (1975)
 LW5237
 LW5237                         *CURRENT SURVEY CONTROL
 LW5237  ___________________________________________________________________
 LW5237* NAD 83(1996)-  41 44 32.40471(N)    071 29 20.94633(W)     ADJUSTED  
 LW5237* NAVD 88     -        21.298  (meters)      69.88   (feet)  ADJUSTED  
 LW5237  ___________________________________________________________________
 LW5237  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 LW5237  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW5237  DYNAMIC HT  -          21.291 (meters)      69.85  (feet)  COMP
 LW5237  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 LW5237
 LW5237  HORZ ORDER  -  SECOND
 LW5237  VERT ORDER  -  SECOND    CLASS II
 LW5237
 LW5237.The horizontal coordinates were established by classical geodetic methods
 LW5237.and adjusted by the National Geodetic Survey in August 1998..
 LW5237
 LW5237.The orthometric height was determined by differential leveling
 LW5237.and adjusted by the National Geodetic Survey in June 1991..
 LW5237
 LW5237.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5237
 LW5237.The geoid height was determined by GEOID03.
 LW5237
 LW5237.The dynamic height is computed by dividing the NAVD 88
 LW5237.geopotential number by the normal gravity value computed on the
 LW5237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5237.degrees latitude (g = 980.6199 gals.).
 LW5237
 LW5237.The modeled gravity was interpolated from observed gravity values.
 LW5237
 LW5237;                    North         East     Units Scale Factor Converg.
 LW5237;SPC RI       -    73,189.535   100,902.396   MT  0.99999376   +0 00 26.0
 LW5237;SPC RI       -   240,122.67    331,043.94   sFT  0.99999376   +0 00 26.0
 LW5237;UTM  19      - 4,624,162.981   293,017.331   MT  1.00012722   -1 39 28.1
 LW5237
 LW5237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5237!SPC RI       -   1.00000134  x   0.99999376  =   0.99999510
 LW5237!UTM  19      -   1.00000134  x   1.00012722  =   1.00012856
 LW5237
 LW5237:                Primary Azimuth Mark                     Grid Az
 LW5237:SPC RI       -  IMMAC CONC CH BELL TOWER CROSS           043 43 17.3
 LW5237:UTM  19      -  IMMAC CONC CH BELL TOWER CROSS           045 23 11.4
 LW5237
 LW5237|---------------------------------------------------------------------|
 LW5237| PID    Reference Object                     Distance      Geod. Az  |
 LW5237|                                                           dddmmss.s |
 LW5237| LW5714 IMMAC CONC CH BELL TOWER CROSS      APPROX. 1.5 KM 0434343.3 |
 LW5237|---------------------------------------------------------------------|
 LW5237
 LW5237                          SUPERSEDED SURVEY CONTROL
 LW5237
 LW5237  NAD 83(1996)-  41 44 32.40429(N)    071 29 20.94601(W) AD(       ) 2
 LW5237  NAD 83(1992)-  41 44 32.40331(N)    071 29 20.94550(W) AD(       ) 2
 LW5237  NAD 83(1992)-  41 44 32.40300(N)    071 29 20.94551(W) AD(       ) 2
 LW5237  NAD 83(1986)-  41 44 32.40276(N)    071 29 20.94537(W) AD(       ) 2
 LW5237
 LW5237.Superseded values are not recommended for survey control.
 LW5237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5237.See file dsdata.txt to determine how the superseded data were derived.
 LW5237
 LW5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9301724163(NAD 83)
 LW5237_MARKER: DD = SURVEY DISK
 LW5237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5237_SP_SET: CONCRETE POST
 LW5237_STAMPING: CR 006 1984
 LW5237_MARK LOGO: RIGS  
 LW5237_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5237+STABILITY: SURFACE MOTION
 LW5237
 LW5237  HISTORY     - Date     Condition        Report By
 LW5237  HISTORY     - 1984     MONUMENTED       RIGS
 LW5237  HISTORY     - 1984     GOOD             RIGS
 LW5237
 LW5237                          STATION DESCRIPTION
 LW5237
 LW5237'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5237'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 LW5237'SOUTH-SOUTHWEST OF KNIGHTSVILLE.
 LW5237'OWNERSHIP--STATE RIGHT OF WAY.
 LW5237'
 LW5237'TO REACH THE STATION FROM INTERSTATE 295 SOUTH AT THE STATE HIGHWAY
 LW5237'37 OVERPASS, GO SOUTH FOR 1.6 KM (1.0 MI) ON INTERSTATE 295 TO THE
 LW5237'STATION ON THE RIGHT AT THE TOP OF A SLOPE.
 LW5237'
 LW5237'THE STATION IS A STANDARD RIGS DISK
 LW5237'STAMPED---CR 006 1984---,
 LW5237'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5237'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5237'29.0 METERS (95.0 FT) SOUTH-SOUTHWEST FROM THE POST AT AN ANGLE
 LW5237'POINT OF RIGHT OF WAY CHAIN LINK FENCE,
 LW5237'8.2 METERS (27.0 FT) NORTHWEST FROM THE TOP OF A SLOPE,
 LW5237'0.7 METERS (2.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5237'
 LW5237'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5237
 LW5237                          STATION RECOVERY (1984)
 LW5237
 LW5237'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5237'5.0 KM (3.1 MI) SSW FROM KNIGHTSVILLE CENTER.
 LW5237'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) SOUTH-SOUTHWEST OF
 LW5237'KNIGHTSVILLE ON THE WEST SIDE OF I-295.  OWNERSHIP--STATE RIGHT OF
 LW5237'WAY.  TO REACH THE STATION FROM INTERSTATE 295 SOUTH AT THE STATE
 LW5237'HIGHWAY 37 OVERPASS, GO SOUTH FOR 1.6 KM (1.0 MI) ON INTERSTATE 295
 LW5237'TO THE STATION ON THE RIGHT AT THE TOP OF A SLOPE.  THE STATION IS A
 LW5237'STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW5237'CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 29.0 METERS (95.0 FT)
 LW5237'SOUTH-SOUTHWEST FROM THE POST AT AN ANGLE POINT OF RIGHT OF WAY CHAIN
 LW5237'LINK FENCE, 8.2 METERS (27.0 FT) NORTHWEST FROM THE TOP OF A SLOPE,
 LW5237'0.7 METERS (2.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5236 ***********************************************************************
 LW5236  DESIGNATION -  CR 007
 LW5236  PID         -  LW5236
 LW5236  STATE/COUNTY-  RI/PROVIDENCE
 LW5236  USGS QUAD   -  EAST GREENWICH (1975)
 LW5236
 LW5236                         *CURRENT SURVEY CONTROL
 LW5236  ___________________________________________________________________
 LW5236* NAD 83(1996)-  41 44 10.06435(N)    071 29 22.13485(W)     ADJUSTED  
 LW5236* NAVD 88     -        16.592  (meters)      54.44   (feet)  ADJUSTED  
 LW5236  ___________________________________________________________________
 LW5236  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 LW5236  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW5236  DYNAMIC HT  -          16.586 (meters)      54.42  (feet)  COMP
 LW5236  MODELED GRAV-     980,289.9   (mgal)                       NAVD 88
 LW5236
 LW5236  HORZ ORDER  -  SECOND
 LW5236  VERT ORDER  -  SECOND    CLASS II
 LW5236
 LW5236.The horizontal coordinates were established by classical geodetic methods
 LW5236.and adjusted by the National Geodetic Survey in August 1998..
 LW5236
 LW5236.The orthometric height was determined by differential leveling
 LW5236.and adjusted by the National Geodetic Survey in June 1991..
 LW5236
 LW5236.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5236
 LW5236.The geoid height was determined by GEOID03.
 LW5236
 LW5236.The dynamic height is computed by dividing the NAVD 88
 LW5236.geopotential number by the normal gravity value computed on the
 LW5236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5236.degrees latitude (g = 980.6199 gals.).
 LW5236
 LW5236.The modeled gravity was interpolated from observed gravity values.
 LW5236
 LW5236;                    North         East     Units Scale Factor Converg.
 LW5236;SPC RI       -    72,500.285   100,875.018   MT  0.99999376   +0 00 25.2
 LW5236;SPC RI       -   237,861.35    330,954.12   sFT  0.99999376   +0 00 25.2
 LW5236;UTM  19      - 4,623,474.725   292,969.932   MT  1.00012747   -1 39 28.2
 LW5236
 LW5236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5236!SPC RI       -   1.00000208  x   0.99999376  =   0.99999584
 LW5236!UTM  19      -   1.00000208  x   1.00012747  =   1.00012955
 LW5236
 LW5236                          SUPERSEDED SURVEY CONTROL
 LW5236
 LW5236  NAD 83(1996)-  41 44 10.06391(N)    071 29 22.13451(W) AD(       ) 2
 LW5236  NAD 83(1992)-  41 44 10.06294(N)    071 29 22.13402(W) AD(       ) 2
 LW5236  NAD 83(1992)-  41 44 10.06262(N)    071 29 22.13403(W) AD(       ) 2
 LW5236  NAD 83(1986)-  41 44 10.06239(N)    071 29 22.13386(W) AD(       ) 2
 LW5236  NGVD 29 (12/24/91)   16.85   (m)           55.3    (f) LEVELING    3  
 LW5236
 LW5236.Superseded values are not recommended for survey control.
 LW5236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5236.See file dsdata.txt to determine how the superseded data were derived.
 LW5236
 LW5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9297023475(NAD 83)
 LW5236_MARKER: DD = SURVEY DISK
 LW5236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5236_SP_SET: CONCRETE POST
 LW5236_STAMPING: CR 007 1984
 LW5236_MARK LOGO: RIGS  
 LW5236_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5236+STABILITY: SURFACE MOTION
 LW5236
 LW5236  HISTORY     - Date     Condition        Report By
 LW5236  HISTORY     - 1984     MONUMENTED       RIGS
 LW5236  HISTORY     - 1984     GOOD             RIGS
 LW5236
 LW5236                          STATION DESCRIPTION
 LW5236
 LW5236'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5236'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 LW5236'SOUTH-SOUTHWEST OF KNIGHTSVILLE.
 LW5236'OWNERSHIP--STATE RIGHT OF WAY.
 LW5236'
 LW5236'TO REACH THE STATION FROM THE INTERSTATE 295 UNDERPASS UNDER STATE
 LW5236'HIGHWAY 33, GO NORTH FOR 0.6 KM (0.4 MI) ON 295 TO THE STATION ON
 LW5236'THE LEFT WITHIN THE GRASSY MEDIAN.
 LW5236'
 LW5236'THE STATION IS A STANDARD RIGS DISK
 LW5236'STAMPED---CR 007 1984---,
 LW5236'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5236'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5236'20.3 METERS (66.6 FT) EAST FROM A DRAINAGE DITCH,
 LW5236'16.9 METERS (55.4 FT) NORTHEAST FROM A SIX INCH DIAMETER HICKORY
 LW5236'TREE,
 LW5236'7.5 METERS (24.5 FT) WEST FROM THE CENTERLINE OF TWO LANES OF
 LW5236'INTERSTATE 295 NORTH,
 LW5236'1.1 METERS (3.5 FT) EAST FROM A FIBERGLASS WITNESS POST.
 LW5236'
 LW5236'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5236
 LW5236                          STATION RECOVERY (1984)
 LW5236
 LW5236'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5236'5.6 KM (3.5 MI) SSW FROM KNIGHTSVILLE CENTER.
 LW5236'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTH-SOUTHWEST OF
 LW5236'KNIGHTSVILLE IN THE MEDIAN STRIP FOR I-295.  OWNERSHIP--STATE RIGHT
 LW5236'OF WAY.  TO REACH THE STATION FROM THE INTERSTATE 295 UNDERPASS UNDER
 LW5236'STATE HIGHWAY 33, GO NORTH FOR 0.6 KM (0.4 MI) ON 295 TO THE STATION
 LW5236'ON THE LEFT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF
 LW5236'A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW5236'LOCATED 20.3 METERS (66.6 FT) EAST FROM A DRAINAGE DITCH, 16.9 METERS
 LW5236'(55.4 FT) NORTHEAST FROM A SIX INCH DIAMETER HICKORY TREE, 7.5 METERS
 LW5236'(24.5 FT) WEST FROM THE CENTERLINE OF TWO LANES OF INTERSTATE 295
 LW5236'NORTH, 1.1 METERS (3.5 FT) EAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5198 ***********************************************************************
 LW5198  DESIGNATION -  CR 008
 LW5198  PID         -  LW5198
 LW5198  STATE/COUNTY-  RI/PROVIDENCE
 LW5198  USGS QUAD   -  PROVIDENCE (1975)
 LW5198
 LW5198                         *CURRENT SURVEY CONTROL
 LW5198  ___________________________________________________________________
 LW5198* NAD 83(1996)-  41 46 38.01616(N)    071 25 36.22640(W)     ADJUSTED  
 LW5198* NAVD 88     -        16.064  (meters)      52.70   (feet)  ADJUSTED  
 LW5198  ___________________________________________________________________
 LW5198  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 LW5198  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW5198  DYNAMIC HT  -          16.059 (meters)      52.69  (feet)  COMP
 LW5198  MODELED GRAV-     980,307.1   (mgal)                       NAVD 88
 LW5198
 LW5198  HORZ ORDER  -  SECOND
 LW5198  VERT ORDER  -  SECOND    CLASS II
 LW5198
 LW5198.The horizontal coordinates were established by classical geodetic methods
 LW5198.and adjusted by the National Geodetic Survey in August 1998..
 LW5198
 LW5198.The orthometric height was determined by differential leveling
 LW5198.and adjusted by the National Geodetic Survey in June 1991..
 LW5198
 LW5198.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5198
 LW5198.The geoid height was determined by GEOID03.
 LW5198
 LW5198.The dynamic height is computed by dividing the NAVD 88
 LW5198.geopotential number by the normal gravity value computed on the
 LW5198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5198.degrees latitude (g = 980.6199 gals.).
 LW5198
 LW5198.The modeled gravity was interpolated from observed gravity values.
 LW5198
 LW5198;                    North         East     Units Scale Factor Converg.
 LW5198;SPC RI       -    77,067.463   106,091.601   MT  0.99999421   +0 02 55.7
 LW5198;SPC RI       -   252,845.50    348,068.86   sFT  0.99999421   +0 02 55.7
 LW5198;SPC MA M     -   836,328.717   206,091.588   MT  0.99999169   +0 02 57.2
 LW5198;SPC MA M     - 2,743,855.13    676,152.15   sFT  0.99999169   +0 02 57.2
 LW5198;UTM  19      - 4,627,888.888   298,317.695   MT  1.00010056   -1 37 02.3
 LW5198
 LW5198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5198!SPC RI       -   1.00000214  x   0.99999421  =   0.99999635
 LW5198!SPC MA M     -   1.00000214  x   0.99999169  =   0.99999383
 LW5198!UTM  19      -   1.00000214  x   1.00010056  =   1.00010270
 LW5198
 LW5198                          SUPERSEDED SURVEY CONTROL
 LW5198
 LW5198  NAD 83(1996)-  41 46 38.01589(N)    071 25 36.22618(W) AD(       ) 2
 LW5198  NAD 83(1992)-  41 46 38.01471(N)    071 25 36.22559(W) AD(       ) 2
 LW5198  NAD 83(1992)-  41 46 38.01447(N)    071 25 36.22558(W) AD(       ) 2
 LW5198  NAD 83(1986)-  41 46 38.01417(N)    071 25 36.22516(W) AD(       ) 2
 LW5198  NGVD 29 (12/24/91)   16.31   (m)           53.5    (f) LEVELING    3  
 LW5198
 LW5198.Superseded values are not recommended for survey control.
 LW5198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5198.See file dsdata.txt to determine how the superseded data were derived.
 LW5198
 LW5198_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9831827889(NAD 83)
 LW5198_MARKER: DD = SURVEY DISK
 LW5198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5198_SP_SET: CONCRETE POST
 LW5198_STAMPING: CR 008 1984
 LW5198_MARK LOGO: RIGS  
 LW5198_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5198+STABILITY: SURFACE MOTION
 LW5198
 LW5198  HISTORY     - Date     Condition        Report By
 LW5198  HISTORY     - 1984     MONUMENTED       RIGS
 LW5198  HISTORY     - 1984     GOOD             RIGS
 LW5198
 LW5198                          STATION DESCRIPTION
 LW5198
 LW5198'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5198'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 LW5198'SOUTH OF PROVIDENCE,
 LW5198'5.1 KM (3.15 MI) EAST-SOUTHEAST OF THORNTON, AND
 LW5198'0.8 KM (0.5 MI) EAST OF CRANSTON.
 LW5198'OWNERSHIP--STATE RIGHT OF WAY.
 LW5198'
 LW5198'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW5198'STATE HIGHWAY 10, WHICH IS ABOUT 1.0 KM (0.6 MI) NORTHEAST OF
 LW5198'CRANSTON, GO EAST FOR 0.2 KM (0.1 MI) ON HIGHWAY 10 TO THE ELMWOOD
 LW5198'AVENUE EXIT,
 LW5198'GO SOUTH FOR 0.6 KM (0.35 MI) ON TO THE INTERSECTION OF PARK AVENUE.
 LW5198'GO WEST FOR 0.4 KM (0.25 MI) ON PARK AVENUE TO THE INTERSECTION OF
 LW5198'DORIC AVENUE, THE STATION IS LOCATED IN THE SIDEWALK AT THE
 LW5198'NORTHWEST CORNER OF THE INTERSECTION.
 LW5198'
 LW5198'THE STATION IS A STANDARD RIGS DISK
 LW5198'STAMPED---CR 008 1984---,
 LW5198'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5198'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5198'9.6 METERS (31.5 FT) NORTHEAST FROM THE CENTERLINE OF PARK AVENUE,
 LW5198'6.9 METERS (22.5 FT) SOUTHWEST FROM A NECO LIGHT POLE 10,
 LW5198'6.3 METERS (20.6 FT) WEST-NORTHWEST FROM THE CENTERLINE OF DORIC
 LW5198'AVENUE,
 LW5198'3.3 METERS (10.8 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 LW5198'BUILDING AT 653 PARK AVENUE.
 LW5198'
 LW5198'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5198
 LW5198                          STATION RECOVERY (1984)
 LW5198
 LW5198'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5198'0.8 KM (0.5 MI) EAST FROM CRANSTON.
 LW5198'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) SOUTH OF PROVIDENCE, 5.1
 LW5198'KM (3.15 MI) EAST-SOUTHEAST OF THORNTON, AND 0.8 KM (0.5 MI) EAST OF
 LW5198'CRANSTON.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5198'THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 10, WHICH IS
 LW5198'ABOUT 1.0 KM (0.6 MI) NORTHEAST OF CRANSTON, GO EAST FOR 0.2 KM (0.1
 LW5198'MI) ON HIGHWAY 10 TO THE ELMWOOD AVENUE EXIT, GO SOUTH FOR 0.6 KM
 LW5198'(0.35 MI) ON TO THE INTERSECTION OF PARK AVENUE.  GO WEST FOR 0.4 KM
 LW5198'(0.25 MI) ON PARK AVENUE TO THE INTERSECTION OF DORIC AVENUE, THE
 LW5198'STATION IS LOCATED IN THE SIDEWALK AT THE NORTHWEST CORNER OF THE
 LW5198'INTERSECTION.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP
 LW5198'OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW5198'LOCATED 9.6 METERS (31.5 FT) NORTHEAST FROM THE CENTERLINE OF PARK
 LW5198'AVENUE, 6.9 METERS (22.5 FT) SOUTHWEST FROM A NECO LIGHT POLE 10, 6.3
 LW5198'METERS (20.6 FT) WEST-NORTHWEST FROM THE CENTERLINE OF DORIC AVENUE,
 LW5198'3.3 METERS (10.8 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 LW5198'BUILDING AT 653 PARK AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5244 ***********************************************************************
 LW5244  DESIGNATION -  CR 009
 LW5244  PID         -  LW5244
 LW5244  STATE/COUNTY-  RI/PROVIDENCE
 LW5244  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5244
 LW5244                         *CURRENT SURVEY CONTROL
 LW5244  ___________________________________________________________________
 LW5244* NAD 83(1996)-  41 46 43.89463(N)    071 30 00.64430(W)     ADJUSTED  
 LW5244* NAVD 88     -        73.987  (meters)     242.74   (feet)  ADJUSTED  
 LW5244  ___________________________________________________________________
 LW5244  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 LW5244  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW5244  DYNAMIC HT  -          73.962 (meters)     242.66  (feet)  COMP
 LW5244  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 LW5244
 LW5244  HORZ ORDER  -  SECOND
 LW5244  VERT ORDER  -  SECOND    CLASS II
 LW5244
 LW5244.The horizontal coordinates were established by classical geodetic methods
 LW5244.and adjusted by the National Geodetic Survey in August 1998..
 LW5244
 LW5244.The orthometric height was determined by differential leveling
 LW5244.and adjusted by the National Geodetic Survey in June 1991..
 LW5244
 LW5244.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5244
 LW5244.The geoid height was determined by GEOID03.
 LW5244
 LW5244.The dynamic height is computed by dividing the NAVD 88
 LW5244.geopotential number by the normal gravity value computed on the
 LW5244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5244.degrees latitude (g = 980.6199 gals.).
 LW5244
 LW5244.The modeled gravity was interpolated from observed gravity values.
 LW5244
 LW5244;                    North         East     Units Scale Factor Converg.
 LW5244;SPC RI       -    77,246.233    99,985.121   MT  0.99999375   -0 00 00.4
 LW5244;SPC RI       -   253,432.02    328,034.52   sFT  0.99999375   -0 00 00.4
 LW5244;UTM  19      - 4,628,245.180   292,218.250   MT  1.00013130   -1 39 58.9
 LW5244
 LW5244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5244!SPC RI       -   0.99999306  x   0.99999375  =   0.99998681
 LW5244!UTM  19      -   0.99999306  x   1.00013130  =   1.00012436
 LW5244
 LW5244                          SUPERSEDED SURVEY CONTROL
 LW5244
 LW5244  NAD 83(1996)-  41 46 43.89432(N)    071 30 00.64407(W) AD(       ) 2
 LW5244  NAD 83(1992)-  41 46 43.89327(N)    071 30 00.64346(W) AD(       ) 2
 LW5244  NAD 83(1992)-  41 46 43.89305(N)    071 30 00.64351(W) AD(       ) 2
 LW5244  NAD 83(1986)-  41 46 43.89273(N)    071 30 00.64355(W) AD(       ) 2
 LW5244  NGVD 29 (12/24/91)   74.24   (m)          243.6    (f) LEVELING    3  
 LW5244
 LW5244.Superseded values are not recommended for survey control.
 LW5244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5244.See file dsdata.txt to determine how the superseded data were derived.
 LW5244
 LW5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9221828245(NAD 83)
 LW5244_MARKER: DD = SURVEY DISK
 LW5244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5244_SP_SET: CONCRETE POST
 LW5244_STAMPING: CR 009 1985
 LW5244_MARK LOGO: RIGS  
 LW5244_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5244+STABILITY: SURFACE MOTION
 LW5244
 LW5244  HISTORY     - Date     Condition        Report By
 LW5244  HISTORY     - 1985     MONUMENTED       RIGS
 LW5244  HISTORY     - 1985     GOOD             RIGS
 LW5244
 LW5244                          STATION DESCRIPTION
 LW5244
 LW5244'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5244'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI)
 LW5244'SOUTHWEST OF THORNTON AND ON INTERSTATE 295 SOUTHBOUND RIGHT OF WAY.
 LW5244'OWNERSHIP--STATE RIGHT OF WAY.
 LW5244'
 LW5244'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 37 AND
 LW5244'INTERSTATE HIGHWAY 295, GO NORTH FOR 3.2 KM (2.0 MI) ON HIGHWAY 295
 LW5244'TO THE STATION ON THE LEFT.
 LW5244'
 LW5244'THE STATION IS A STANDARD RIGS DISK
 LW5244'STAMPED---CR 009 1985---,
 LW5244'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5244'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5244'28.5 METERS (93.5 FT) WEST-SOUTHWEST FROM THE THE CENTERLINE OF
 LW5244'INTERSTATE 295 SOUTHBOUND,
 LW5244'25.0 METERS (82.0 FT) NORTHEAST FROM A NECO AND NET+T POLE 4,
 LW5244'1.2 METERS (4.0 FT) EAST-NORTHEAST FROM A CHAINLINK HIGHWAY FENCE,
 LW5244'0.9 METERS (3.0 FT) EAST-NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5244'
 LW5244'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5244
 LW5244                          STATION RECOVERY (1985)
 LW5244
 LW5244'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5244'2.6 KM (1.6 MI) SW FROM THORNTON.
 LW5244'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) SOUTHWEST OF THORNTON
 LW5244'AND ON THE WEST SIDE OF INTERSTATE 295.  OWNERSHIP--STATE RIGHT OF
 LW5244'WAY.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 37
 LW5244'AND INTERSTATE HIGHWAY 295, GO NORTH FOR 3.2 KM (2.0 MI) ON HIGHWAY
 LW5244'295 TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD RIGS DISK
 LW5244'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 LW5244'WITH GROUND.  LOCATED 28.5 METERS (93.5 FT) WEST-SOUTHWEST FROM THE
 LW5244'THE CENTERLINE OF INTERSTATE 295 SOUTHBOUND, 25.0 METERS (82.0 FT)
 LW5244'NORTHEAST FROM A NECO AND NET+T POLE 4, 1.2 METERS (4.0 FT)
 LW5244'EAST-NORTHEAST FROM A CHAINLINK HIGHWAY FENCE, 0.9 METERS (3.0 FT)
 LW5244'EAST-NORTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3341 ***********************************************************************
 LW3341  DESIGNATION -  CRANBERRY HILL 2 1873
 LW3341  PID         -  LW3341
 LW3341  STATE/COUNTY-  RI/WASHINGTON
 LW3341  USGS QUAD   -  WATCH HILL (1984)
 LW3341
 LW3341                         *CURRENT SURVEY CONTROL
 LW3341  ___________________________________________________________________
 LW3341* NAD 83(1996)-  41 20 53.21384(N)    071 47 21.14473(W)     ADJUSTED  
 LW3341* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 LW3341  ___________________________________________________________________
 LW3341  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 LW3341  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW3341
 LW3341  HORZ ORDER  -  THIRD
 LW3341
 LW3341.The horizontal coordinates were established by classical geodetic methods
 LW3341.and adjusted by the National Geodetic Survey in August 1998..
 LW3341
 LW3341.The orthometric height was scaled from a topographic map.
 LW3341
 LW3341.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3341
 LW3341.The geoid height was determined by GEOID03.
 LW3341
 LW3341;                    North         East     Units Scale Factor Converg.
 LW3341;SPC RI       -    29,446.310    75,796.137   MT  1.00000096   -0 11 27.8
 LW3341;SPC RI       -    96,608.44    248,674.49   sFT  1.00000096   -0 11 27.8
 LW3341;SPC CT       -   210,017.665   385,207.717   MT  0.99998836   +0 38 13.4
 LW3341;SPC CT       -   689,032.96  1,263,802.32   sFT  0.99998836   +0 38 13.4
 LW3341;UTM  19      - 4,581,156.166   266,650.086   MT  1.00027018   -1 50 36.5
 LW3341
 LW3341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3341!SPC RI       -   0.99999857  x   1.00000096  =   0.99999953
 LW3341!SPC CT       -   0.99999857  x   0.99998836  =   0.99998693
 LW3341!UTM  19      -   0.99999857  x   1.00027018  =   1.00026875
 LW3341
 LW3341:                Primary Azimuth Mark                     Grid Az
 LW3341:SPC RI       -  VILLAGE HILL                             089 46 01.3
 LW3341:SPC CT       -  VILLAGE HILL                             088 56 20.1
 LW3341:UTM  19      -  VILLAGE HILL                             091 25 10.0
 LW3341
 LW3341|---------------------------------------------------------------------|
 LW3341| PID    Reference Object                     Distance      Geod. Az  |
 LW3341|                                                           dddmmss.s |
 LW3341| LW3079 VILLAGE HILL                        APPROX. 3.3 KM 0893433.5 |
 LW3341|---------------------------------------------------------------------|
 LW3341
 LW3341                          SUPERSEDED SURVEY CONTROL
 LW3341
 LW3341  NAD 83(1992)-  41 20 53.21252(N)    071 47 21.14393(W) AD(       ) 3
 LW3341  NAD 83(1986)-  41 20 53.21121(N)    071 47 21.14590(W) AD(       ) 3
 LW3341  NAD 27      -  41 20 52.85000(N)    071 47 22.91000(W) AD(       ) 3
 LW3341
 LW3341.Superseded values are not recommended for survey control.
 LW3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3341.See file dsdata.txt to determine how the superseded data were derived.
 LW3341
 LW3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6665081156(NAD 83)
 LW3341
 LW3341  HISTORY     - Date     Condition        Report By
 LW3341  HISTORY     - 1873     MONUMENTED       COASUR
 LW3341  HISTORY     - 1909     MARK NOT FOUND   CGS
 LW3341
 LW3341                          STATION DESCRIPTION
 LW3341
 LW3341'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 LW3341'REPORTED DESTROYED IN 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3342 ***********************************************************************
 LW3342  DESIGNATION -  CRANBERRY HILL 3 USE 1909
 LW3342  PID         -  LW3342
 LW3342  STATE/COUNTY-  RI/WASHINGTON
 LW3342  USGS QUAD   -  WATCH HILL (1984)
 LW3342
 LW3342                         *CURRENT SURVEY CONTROL
 LW3342  ___________________________________________________________________
 LW3342* NAD 83(1996)-  41 20 53.24327(N)    071 47 21.12462(W)     ADJUSTED  
 LW3342* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 LW3342  ___________________________________________________________________
 LW3342  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 LW3342  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW3342
 LW3342  HORZ ORDER  -  THIRD
 LW3342
 LW3342.The horizontal coordinates were established by classical geodetic methods
 LW3342.and adjusted by the National Geodetic Survey in August 1998..
 LW3342
 LW3342.The orthometric height was scaled from a topographic map.
 LW3342
 LW3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3342
 LW3342.The geoid height was determined by GEOID03.
 LW3342
 LW3342;                    North         East     Units Scale Factor Converg.
 LW3342;SPC RI       -    29,447.217    75,796.608   MT  1.00000096   -0 11 27.8
 LW3342;SPC RI       -    96,611.41    248,676.04   sFT  1.00000096   -0 11 27.8
 LW3342;SPC CT       -   210,018.578   385,208.174   MT  0.99998836   +0 38 13.4
 LW3342;SPC CT       -   689,035.95  1,263,803.82   sFT  0.99998836   +0 38 13.4
 LW3342;UTM  19      - 4,581,157.059   266,650.582   MT  1.00027018   -1 50 36.5
 LW3342
 LW3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3342!SPC RI       -   0.99999857  x   1.00000096  =   0.99999953
 LW3342!SPC CT       -   0.99999857  x   0.99998836  =   0.99998693
 LW3342!UTM  19      -   0.99999857  x   1.00027018  =   1.00026875
 LW3342
 LW3342:                Primary Azimuth Mark                     Grid Az
 LW3342:SPC RI       -  VILLAGE HILL                             089 46 57.2
 LW3342:SPC CT       -  VILLAGE HILL                             088 57 16.0
 LW3342:UTM  19      -  VILLAGE HILL                             091 26 05.9
 LW3342
 LW3342|---------------------------------------------------------------------|
 LW3342| PID    Reference Object                     Distance      Geod. Az  |
 LW3342|                                                           dddmmss.s |
 LW3342| LW3079 VILLAGE HILL                        APPROX. 3.3 KM 0893529.4 |
 LW3342|---------------------------------------------------------------------|
 LW3342
 LW3342                          SUPERSEDED SURVEY CONTROL
 LW3342
 LW3342  NAD 83(1992)-  41 20 53.24195(N)    071 47 21.12382(W) AD(       ) 3
 LW3342  NAD 83(1986)-  41 20 53.24079(N)    071 47 21.12566(W) AD(       ) 3
 LW3342  NAD 27      -  41 20 52.88700(N)    071 47 22.87500(W) AD(       ) 3
 LW3342
 LW3342.Superseded values are not recommended for survey control.
 LW3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3342.See file dsdata.txt to determine how the superseded data were derived.
 LW3342
 LW3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6665181157(NAD 83)
 LW3342_MARKER: DD = SURVEY DISK
 LW3342_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW3342_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW3342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3342
 LW3342  HISTORY     - Date     Condition        Report By
 LW3342  HISTORY     - 1909     MONUMENTED       USE
 LW3342  HISTORY     - 1918     GOOD             CGS
 LW3342  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3342  HISTORY     - 1934     MARK NOT FOUND   CGS
 LW3342
 LW3342                          STATION DESCRIPTION
 LW3342
 LW3342'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 LW3342'STATION IS ON THE SUMMIT OF THE HILL OF THAT NAME, ABOUT 3
 LW3342'MILES SE BY S OF WESTERLY, 2-1/4 MILES NW BY N OF NOYES BEACH,
 LW3342'AND 300 METERS SW OF THE ROAD FROM WESTERLY TO CHARLESTOWN AND
 LW3342'WAKEFIELD.  THE STATION IS MARKED BY A STANDARD DISK BEARING
 LW3342'THE ADDITIONAL LEGEND ESTABLISHED BY THE CORPS OF ENGINEERS,
 LW3342'U.S.A., CEMENTED IN THE TOP OF A PIECE OF 4-INCH SEWER PIPE SET
 LW3342'IN CONCRETE.  THREE AND A HALF FEET BELOW THE SURFACE A NAIL
 LW3342'EMBEDDED IN CONCRETE SERVES AS AN UNDERGROUND MARK.  A
 LW3342'STANDARD REFERENCE MARK, CEMENTED IN THE TOP OF A SIMILAR
 LW3342'PIPE, IS SET 6.99 METERS (22.93 FEET) NNW OF THE STATION.
 LW3342
 LW3342                          STATION RECOVERY (1934)
 LW3342
 LW3342'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3342'WAS UNABLE TO FIND EITHER THE STATION OR THE REFERENCE MARK.
 LW3342'
 LW3342'THE OWNER OF CRANBERRY HILL (HE CALLS IT SAND HILL) TOLD ME
 LW3342'THAT AS A BOY, HE WAS EMPLOYED BY THE ENGINEERS WHO ESTABLISHED
 LW3342'THIS STATION IN 1909, AND FURTHER THAT HE HAS SEEN THE MARKS
 LW3342'WITHIN THE LAST TEN YEARS.  ON GOING TO THE SUMMIT, HE WAS
 LW3342'UNABLE TO GIVE ME ANY IDEA OF WHERE IT WAS.
 LW3342'
 LW3342'SPADING TO A DEPTH OF A FOOT THE SUMMIT OF THIS SAND PILE
 LW3342'FAILED TO REVEAL ANY INDICATIONS OF THE LOCATION OF EITHER
 LW3342'STATION OR REFERENCE MARKS.
 LW3342
 LW3342                          STATION RECOVERY (1934)
 LW3342
 LW3342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3342'A THOROUGH SEARCH FOR THE STATION WAS MADE BUT NEITHER THE
 LW3342'STATION NOR THE REFERENCE MARK WAS FOUND.  A NUMBER OF PIECES
 LW3342'OF BROKEN TILE WERE FOUND ON THE TOP AND SIDES OF THE HILL.  THE
 LW3342'TOP OF THE HILL IS WHITE AND SHOWS SIGNS OF EROSION BY WIND.  THE
 LW3342'ENTIRE TOP OF THE HILL WAS SPADED TO A DEPTH OF ABOUT 2 FEET.
 LW3342'THE STATION SHOULD BE MARKED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2718 ***********************************************************************
 LW2718  DESIGNATION -  CRANSTON BETHANY LUTH CH SPIRE
 LW2718  PID         -  LW2718
 LW2718  STATE/COUNTY-  RI/PROVIDENCE
 LW2718  USGS QUAD   -  PROVIDENCE (1975)
 LW2718
 LW2718                         *CURRENT SURVEY CONTROL
 LW2718  ___________________________________________________________________
 LW2718* NAD 83(1996)-  41 46 29.10110(N)    071 26 12.30132(W)     ADJUSTED  
 LW2718* NAVD 88     -                                                        
 LW2718  ___________________________________________________________________
 LW2718  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 LW2718  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW2718
 LW2718  HORZ ORDER  -  THIRD
 LW2718
 LW2718.The horizontal coordinates were established by classical geodetic methods
 LW2718.and adjusted by the National Geodetic Survey in August 1998..
 LW2718
 LW2718
 LW2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2718
 LW2718.The geoid height was determined by GEOID03.
 LW2718
 LW2718;                    North         East     Units Scale Factor Converg.
 LW2718;SPC RI       -    76,791.752   105,258.688   MT  0.99999409   +0 02 31.7
 LW2718;SPC RI       -   251,940.94    345,336.21   sFT  0.99999409   +0 02 31.7
 LW2718;UTM  19      - 4,627,637.483   297,477.026   MT  1.00010474   -1 37 26.1
 LW2718
 LW2718                          SUPERSEDED SURVEY CONTROL
 LW2718
 LW2718  NAD 83(1996)-  41 46 29.10083(N)    071 26 12.30103(W) AD(       ) 4
 LW2718  NAD 83(1992)-  41 46 29.09966(N)    071 26 12.30046(W) AD(       ) 4
 LW2718  NAD 83(1992)-  41 46 29.09942(N)    071 26 12.30045(W) AD(       ) 4
 LW2718  NAD 83(1986)-  41 46 29.09899(N)    071 26 12.30036(W) AD(       ) 4
 LW2718  NAD 27      -  41 46 28.73705(N)    071 26 14.09108(W) AD(       ) 3
 LW2718
 LW2718.Superseded values are not recommended for survey control.
 LW2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2718.See file dsdata.txt to determine how the superseded data were derived.
 LW2718
 LW2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9747727637(NAD 83)
 LW2718
 LW2718  HISTORY     - Date     Condition        Report By
 LW2718  HISTORY     - 1968     MONUMENTED       CGS
 LW2718
 LW2718                          STATION DESCRIPTION
 LW2718
 LW2718'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2718'THE STATION, CRANSTON BETHANY LUTHERAN CHURCH SPIRE, IS THE
 LW2718'TOP CENTER OF CROSS ATOP SPIRE AND IS ABOUT 75 FEET IN HEIGHT.
 LW2718'
 LW2718'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF ROLFE STREET
 LW2718'AND LAURENS STREET IN EAST SECTION OF CRANSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2543 ***********************************************************************
 LW2543  DESIGNATION -  CRANSTON CORRECTIONAL INST CUP
 LW2543  PID         -  LW2543
 LW2543  STATE/COUNTY-  RI/PROVIDENCE
 LW2543  USGS QUAD   -  EAST GREENWICH (1975)
 LW2543
 LW2543                         *CURRENT SURVEY CONTROL
 LW2543  ___________________________________________________________________
 LW2543* NAD 83(1996)-  41 44 48.69765(N)    071 27 19.96405(W)     ADJUSTED  
 LW2543* NAVD 88     -                                                        
 LW2543  ___________________________________________________________________
 LW2543  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 LW2543  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW2543
 LW2543  HORZ ORDER  -  THIRD
 LW2543
 LW2543.The horizontal coordinates were established by classical geodetic methods
 LW2543.and adjusted by the National Geodetic Survey in August 1998..
 LW2543
 LW2543
 LW2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2543
 LW2543.The geoid height was determined by GEOID03.
 LW2543
 LW2543;                    North         East     Units Scale Factor Converg.
 LW2543;SPC RI       -    73,693.105   103,697.621   MT  0.99999392   +0 01 46.6
 LW2543;SPC RI       -   241,774.80    340,214.61   sFT  0.99999392   +0 01 46.6
 LW2543;UTM  19      - 4,624,585.170   295,826.363   MT  1.00011301   -1 38 08.0
 LW2543
 LW2543                          SUPERSEDED SURVEY CONTROL
 LW2543
 LW2543  NAD 83(1996)-  41 44 48.69729(N)    071 27 19.96376(W) AD(       ) 4
 LW2543  NAD 83(1992)-  41 44 48.69623(N)    071 27 19.96320(W) AD(       ) 4
 LW2543  NAD 83(1992)-  41 44 48.69594(N)    071 27 19.96322(W) AD(       ) 4
 LW2543  NAD 83(1986)-  41 44 48.69550(N)    071 27 19.96212(W) AD(       ) 4
 LW2543  NAD 27      -  41 44 48.33358(N)    071 27 21.75192(W) AD(       ) 3
 LW2543
 LW2543.Superseded values are not recommended for survey control.
 LW2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2543.See file dsdata.txt to determine how the superseded data were derived.
 LW2543
 LW2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9582624585(NAD 83)
 LW2543
 LW2543  HISTORY     - Date     Condition        Report By
 LW2543  HISTORY     - 1968     MONUMENTED       CGS
 LW2543
 LW2543                          STATION DESCRIPTION
 LW2543
 LW2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2543'THE STATION, CRANSTON CORRECTIONAL INSTITUTION CUPOLA, IS THE
 LW2543'TOP CENTER OF THE CUPOLA AND IS ABOUT 65 FEET IN HEIGHT.
 LW2543'
 LW2543'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 5
 LW2543'(1-1/2 MILES SOUTH-SOUTHWEST OF CRANSTON), GO NORTH ON STATE
 LW2543'HIGHWAY 5 FOR 0.8 MILE TO THE ENTRANCE TO RHODE ISLAND MEDICAL
 LW2543'CENTER ON THE RIGHT AND HOWARD STREET ON THE RIGHT.  TURN RIGHT
 LW2543'AND GO EAST PASSING THROUGH MEDICAL CENTER ON HOWARD STREET FOR
 LW2543'0.6 MILE TO INTERSECTION WITH PONTIAC STREET.  TURN LEFT AND
 LW2543'GO NORTH ON PONTIAC STREET FOR 0.6 MILE TO THE STATION ON
 LW2543'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2534 ***********************************************************************
 LW2534  DESIGNATION -  CRANSTON MED CTR PASTEUR BLDG
 LW2534  PID         -  LW2534
 LW2534  STATE/COUNTY-  RI/KENT
 LW2534  USGS QUAD   -  EAST GREENWICH (1975)
 LW2534
 LW2534                         *CURRENT SURVEY CONTROL
 LW2534  ___________________________________________________________________
 LW2534* NAD 83(1996)-  41 44 38.46404(N)    071 27 48.13834(W)     ADJUSTED  
 LW2534* NAVD 88     -                                                        
 LW2534  ___________________________________________________________________
 LW2534  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 LW2534  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW2534
 LW2534  HORZ ORDER  -  THIRD
 LW2534
 LW2534.The horizontal coordinates were established by classical geodetic methods
 LW2534.and adjusted by the National Geodetic Survey in August 1998..
 LW2534
 LW2534
 LW2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2534
 LW2534.The geoid height was determined by GEOID03.
 LW2534
 LW2534;                    North         East     Units Scale Factor Converg.
 LW2534;SPC RI       -    73,377.070   103,046.791   MT  0.99999386   +0 01 27.8
 LW2534;SPC RI       -   240,737.94    338,079.35   sFT  0.99999386   +0 01 27.8
 LW2534;UTM  19      - 4,624,288.144   295,166.544   MT  1.00011633   -1 38 26.5
 LW2534
 LW2534                          SUPERSEDED SURVEY CONTROL
 LW2534
 LW2534  NAD 83(1996)-  41 44 38.46364(N)    071 27 48.13800(W) AD(       ) 4
 LW2534  NAD 83(1992)-  41 44 38.46261(N)    071 27 48.13749(W) AD(       ) 4
 LW2534  NAD 83(1992)-  41 44 38.46231(N)    071 27 48.13749(W) AD(       ) 4
 LW2534  NAD 83(1986)-  41 44 38.46180(N)    071 27 48.13680(W) AD(       ) 4
 LW2534  NAD 27      -  41 44 38.10105(N)    071 27 49.92472(W) AD(       ) 3
 LW2534
 LW2534.Superseded values are not recommended for survey control.
 LW2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2534.See file dsdata.txt to determine how the superseded data were derived.
 LW2534
 LW2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9516724288(NAD 83)
 LW2534_MARKER: 86 = CUPOLA
 LW2534_SETTING: 0 = UNSPECIFIED SETTING
 LW2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2534+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2005
 LW2534
 LW2534  HISTORY     - Date     Condition        Report By
 LW2534  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2534  HISTORY     - 1986     GOOD             RIGS
 LW2534  HISTORY     - 1987     GOOD             RIGS
 LW2534  HISTORY     - 19941001 GOOD             USPSQD
 LW2534  HISTORY     - 20050121 GOOD             USPSQD
 LW2534
 LW2534                          STATION DESCRIPTION
 LW2534
 LW2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2534'THE STATION, CRANSTON RHODE ISLAND MEDICAL CENTER PASTEUR
 LW2534'BUILDING CUPOLA, IS THE TOP CENTER OF THE CUPOLA ON TOP OF THE
 LW2534'PASTEUR BUILDING AND IS ABOUT 100 FEET IN HEIGHT.
 LW2534'
 LW2534'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LW2534'5 (1-1/2 MILES SOUTH-SOUTHWEST OF CRANSTON), GO NORTH ON
 LW2534'STATE HIGHWAY 5 FOR 0.8 MILE TO ENTRANCE TO RHODE ISLAND MEDICAL
 LW2534'CENTER ON THE RIGHT AND HOWARD STREET ON THE RIGHT.  TURN RIGHT
 LW2534'AND GO EAST ON HOWARD STREET FOR 0.7 MILE TO THE STATION ON THE
 LW2534'LEFT.
 LW2534
 LW2534                          STATION RECOVERY (1986)
 LW2534
 LW2534'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2534'THE STATION WAS RECOVERED AT THIS DATE.
 LW2534'
 LW2534'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2534
 LW2534                          STATION RECOVERY (1987)
 LW2534
 LW2534'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2534'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2534'
 LW2534'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2534
 LW2534                          STATION RECOVERY (1994)
 LW2534
 LW2534'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2534'RECOVERED IN GOOD CONDITION.
 LW2534
 LW2534                          STATION RECOVERY (2005)
 LW2534
 LW2534'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW2534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2727 ***********************************************************************
 LW2727  DESIGNATION -  CRANSTON PHILLIP MEM BAP CH
 LW2727  PID         -  LW2727
 LW2727  STATE/COUNTY-  RI/PROVIDENCE
 LW2727  USGS QUAD   -  PROVIDENCE (1975)
 LW2727
 LW2727                         *CURRENT SURVEY CONTROL
 LW2727  ___________________________________________________________________
 LW2727* NAD 83(1996)-  41 46 18.49201(N)    071 26 13.67959(W)     ADJUSTED  
 LW2727* NAVD 88     -                                                        
 LW2727  ___________________________________________________________________
 LW2727  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 LW2727  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW2727
 LW2727  HORZ ORDER  -  THIRD
 LW2727
 LW2727.The horizontal coordinates were established by classical geodetic methods
 LW2727.and adjusted by the National Geodetic Survey in August 1998..
 LW2727
 LW2727
 LW2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2727
 LW2727.The geoid height was determined by GEOID03.
 LW2727
 LW2727;                    North         East     Units Scale Factor Converg.
 LW2727;SPC RI       -    76,464.414   105,227.096   MT  0.99999409   +0 02 30.8
 LW2727;SPC RI       -   250,867.00    345,232.56   sFT  0.99999409   +0 02 30.8
 LW2727;UTM  19      - 4,627,311.166   297,435.926   MT  1.00010495   -1 37 26.7
 LW2727
 LW2727                          SUPERSEDED SURVEY CONTROL
 LW2727
 LW2727  NAD 83(1996)-  41 46 18.49173(N)    071 26 13.67935(W) AD(       ) 4
 LW2727  NAD 83(1992)-  41 46 18.49058(N)    071 26 13.67875(W) AD(       ) 4
 LW2727  NAD 83(1992)-  41 46 18.49033(N)    071 26 13.67876(W) AD(       ) 4
 LW2727  NAD 83(1986)-  41 46 18.48972(N)    071 26 13.67844(W) AD(       ) 4
 LW2727  NAD 27      -  41 46 18.12748(N)    071 26 15.46886(W) AD(       ) 3
 LW2727
 LW2727.Superseded values are not recommended for survey control.
 LW2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2727.See file dsdata.txt to determine how the superseded data were derived.
 LW2727
 LW2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9743627311(NAD 83)
 LW2727
 LW2727  HISTORY     - Date     Condition        Report By
 LW2727  HISTORY     - 1968     MONUMENTED       CGS
 LW2727
 LW2727                          STATION DESCRIPTION
 LW2727
 LW2727'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2727'THE STATION, CRANSTON PHILLIP MEMORIAL BAPTIST CHURCH SPIRE, IS THE
 LW2727'TOP CENTER OF THE CROSS ATOP SPIRE AND IS ABOUT 75 FEET IN HEIGHT.
 LW2727'
 LW2727'THE STATION IS LOCATED IN SOUTHWEST CORNER OF PONTIAC STREET AND
 LW2727'COLONIAL STREET IN EAST SECTION OF CRANSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2725 ***********************************************************************
 LW2725  DESIGNATION -  CRANSTON RESPR DIV GEN TIRE TK
 LW2725  PID         -  LW2725
 LW2725  STATE/COUNTY-  RI/PROVIDENCE
 LW2725  USGS QUAD   -  PROVIDENCE (1975)
 LW2725
 LW2725                         *CURRENT SURVEY CONTROL
 LW2725  ___________________________________________________________________
 LW2725* NAD 83(1996)-  41 46 24.66486(N)    071 25 35.08257(W)     ADJUSTED  
 LW2725* NAVD 88     -                                                        
 LW2725  ___________________________________________________________________
 LW2725  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 LW2725  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW2725
 LW2725  HORZ ORDER  -  THIRD
 LW2725
 LW2725.The horizontal coordinates were established by classical geodetic methods
 LW2725.and adjusted by the National Geodetic Survey in August 1998..
 LW2725
 LW2725
 LW2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2725
 LW2725.The geoid height was determined by GEOID03.
 LW2725
 LW2725;                    North         East     Units Scale Factor Converg.
 LW2725;SPC RI       -    76,655.568   106,118.370   MT  0.99999421   +0 02 56.5
 LW2725;SPC RI       -   251,494.14    348,156.69   sFT  0.99999421   +0 02 56.5
 LW2725;UTM  19      - 4,627,476.345   298,332.478   MT  1.00010049   -1 37 01.2
 LW2725
 LW2725                          SUPERSEDED SURVEY CONTROL
 LW2725
 LW2725  NAD 83(1996)-  41 46 24.66459(N)    071 25 35.08233(W) AD(       ) 4
 LW2725  NAD 83(1992)-  41 46 24.66342(N)    071 25 35.08174(W) AD(       ) 4
 LW2725  NAD 83(1992)-  41 46 24.66318(N)    071 25 35.08174(W) AD(       ) 4
 LW2725  NAD 83(1986)-  41 46 24.66279(N)    071 25 35.08146(W) AD(       ) 4
 LW2725  NAD 27      -  41 46 24.30086(N)    071 25 36.57259(W) AD(       ) 3
 LW2725
 LW2725.Superseded values are not recommended for survey control.
 LW2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2725.See file dsdata.txt to determine how the superseded data were derived.
 LW2725
 LW2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9833227476(NAD 83)
 LW2725
 LW2725  HISTORY     - Date     Condition        Report By
 LW2725  HISTORY     - 1968     MONUMENTED       CGS
 LW2725
 LW2725                          STATION DESCRIPTION
 LW2725
 LW2725'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2725'THE STATION, CRANSTON RESPRO DIVISION OF GENERAL TIRE COMPANY
 LW2725'WATER TANK, IS THE TOP CENTER OF THE SILVER TANK WITH RESPRO
 LW2725'PAINTED ON THE SIDE AND IS ABOUT 90 FEET IN HEIGHT.
 LW2725'
 LW2725'THE STATION IS LOCATED IN THE EAST SECTION OF CRANSTON ON THE
 LW2725'EAST SIDE OF WELLINGTON STREET AT THE INTERSECTION OF
 LW2725'WELLINGTON STREET AND LAURENS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2542 ***********************************************************************
 LW2542  DESIGNATION -  CRANSTON RI MEDICAL CTR TANK
 LW2542  PID         -  LW2542
 LW2542  STATE/COUNTY-  RI/PROVIDENCE
 LW2542  USGS QUAD   -  EAST GREENWICH (1975)
 LW2542
 LW2542                         *CURRENT SURVEY CONTROL
 LW2542  ___________________________________________________________________
 LW2542* NAD 83(1996)-  41 44 44.42532(N)    071 27 55.68510(W)     ADJUSTED  
 LW2542* NAVD 88     -                                                        
 LW2542  ___________________________________________________________________
 LW2542  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 LW2542  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW2542
 LW2542  HORZ ORDER  -  THIRD
 LW2542
 LW2542.The horizontal coordinates were established by classical geodetic methods
 LW2542.and adjusted by the National Geodetic Survey in August 1998..
 LW2542
 LW2542
 LW2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2542
 LW2542.The geoid height was determined by GEOID03.
 LW2542
 LW2542;                    North         East     Units Scale Factor Converg.
 LW2542;SPC RI       -    73,560.916   102,872.342   MT  0.99999385   +0 01 22.8
 LW2542;SPC RI       -   241,341.11    337,507.01   sFT  0.99999385   +0 01 22.8
 LW2542;UTM  19      - 4,624,477.004   294,997.490   MT  1.00011718   -1 38 31.7
 LW2542
 LW2542                          SUPERSEDED SURVEY CONTROL
 LW2542
 LW2542  NAD 83(1996)-  41 44 44.42493(N)    071 27 55.68477(W) AD(       ) 4
 LW2542  NAD 83(1992)-  41 44 44.42389(N)    071 27 55.68425(W) AD(       ) 4
 LW2542  NAD 83(1992)-  41 44 44.42359(N)    071 27 55.68425(W) AD(       ) 4
 LW2542  NAD 83(1986)-  41 44 44.42480(N)    071 27 55.68482(W) AD(       ) 4
 LW2542  NAD 27      -  41 44 44.06295(N)    071 27 57.47109(W) AD(       ) 3
 LW2542
 LW2542.Superseded values are not recommended for survey control.
 LW2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2542.See file dsdata.txt to determine how the superseded data were derived.
 LW2542
 LW2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9499724477(NAD 83)
 LW2542_MARKER: 51 = TANK
 LW2542_SETTING: 0 = UNSPECIFIED SETTING
 LW2542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2542+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2005
 LW2542
 LW2542  HISTORY     - Date     Condition        Report By
 LW2542  HISTORY     - 1958     FIRST OBSERVED   CGS
 LW2542  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2542  HISTORY     - 1986     GOOD             RIGS
 LW2542  HISTORY     - 1987     GOOD             RIGS
 LW2542  HISTORY     - 20050121 GOOD             USPSQD
 LW2542
 LW2542                          STATION DESCRIPTION
 LW2542
 LW2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2542'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED
 LW2542'JUST EAST OF STATE HIGHWAY 2 IN THE SOUTHWESTERN SECTION OF
 LW2542'PROVIDENCE.  THE TANK IS ON THE GROUNDS OF THE HOWARD STATE
 LW2542'INSTITUTION NEAR SEVERAL LARGE BRICK BUILDINGS.  THE TANK IS
 LW2542'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND THE OVERALL HEIGHT
 LW2542'IS APPROXIMATELY 80 FEET.  THE TANK AND SUPPORTING STRUCTURE ARE
 LW2542'PAINTED SILVER.
 LW2542
 LW2542                          STATION RECOVERY (1968)
 LW2542
 LW2542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2542'THE STATION, CRANSTON RHODE ISLAND MEDICAL CENTER WATER TANK, IS
 LW2542'THE TOP CENTER OF THE SILVER CYLINDRICAL TANK WHICH IS SUPPORTED
 LW2542'BY 4 STEEL LEGS AND IS ABOUT 90 FEET IN HEIGHT.
 LW2542'
 LW2542'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 5
 LW2542'(1-1/2 MILES SOUTH-SOUTHWEST OF CRANSTON), GO NORTH ON STATE
 LW2542'HIGHWAY 5 FOR 0.8 MILE TO ENTRANCE TO RHODE ISLAND MEDICAL CENTER
 LW2542'ON THE RIGHT AND HOWARD STREET ON THE RIGHT.  TURN RIGHT AND GO
 LW2542'EAST ON HOWARD STREET FOR 0.2 MILE TO THE STATION ON THE LEFT.
 LW2542
 LW2542                          STATION RECOVERY (1986)
 LW2542
 LW2542'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2542'THE STATION WAS RECOVERED AT THIS DATE.
 LW2542'
 LW2542'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2542
 LW2542                          STATION RECOVERY (1987)
 LW2542
 LW2542'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2542'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2542'
 LW2542'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2542
 LW2542                          STATION RECOVERY (2005)
 LW2542
 LW2542'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW2542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2722 ***********************************************************************
 LW2722  DESIGNATION -  CRANSTON UNITED WIRE INC TANK
 LW2722  PID         -  LW2722
 LW2722  STATE/COUNTY-  RI/PROVIDENCE
 LW2722  USGS QUAD   -  PROVIDENCE (1975)
 LW2722
 LW2722                         *CURRENT SURVEY CONTROL
 LW2722  ___________________________________________________________________
 LW2722* NAD 83(1996)-  41 46 04.71910(N)    071 25 31.09711(W)     ADJUSTED  
 LW2722* NAVD 88     -                                                        
 LW2722  ___________________________________________________________________
 LW2722  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 LW2722  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW2722
 LW2722  HORZ ORDER  -  THIRD
 LW2722
 LW2722.The horizontal coordinates were established by classical geodetic methods
 LW2722.and adjusted by the National Geodetic Survey in August 1998..
 LW2722
 LW2722
 LW2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2722
 LW2722.The geoid height was determined by GEOID03.
 LW2722
 LW2722;                    North         East     Units Scale Factor Converg.
 LW2722;SPC RI       -    76,040.275   106,210.950   MT  0.99999422   +0 02 59.1
 LW2722;SPC RI       -   249,475.47    348,460.43   sFT  0.99999422   +0 02 59.1
 LW2722;UTM  19      - 4,626,858.555   298,407.139   MT  1.00010012   -1 36 57.9
 LW2722
 LW2722                          SUPERSEDED SURVEY CONTROL
 LW2722
 LW2722  NAD 83(1996)-  41 46 04.71883(N)    071 25 31.09680(W) AD(       ) 4
 LW2722  NAD 83(1992)-  41 46 04.71766(N)    071 25 31.09625(W) AD(       ) 4
 LW2722  NAD 83(1992)-  41 46 04.71741(N)    071 25 31.09622(W) AD(       ) 4
 LW2722  NAD 83(1986)-  41 46 04.71698(N)    071 25 31.09619(W) AD(       ) 4
 LW2722  NAD 27      -  41 46 04.35517(N)    071 25 32.88888(W) AD(       ) 3
 LW2722
 LW2722.Superseded values are not recommended for survey control.
 LW2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2722.See file dsdata.txt to determine how the superseded data were derived.
 LW2722
 LW2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9840726859(NAD 83)
 LW2722
 LW2722  HISTORY     - Date     Condition        Report By
 LW2722  HISTORY     - 1968     MONUMENTED       CGS
 LW2722
 LW2722                          STATION DESCRIPTION
 LW2722
 LW2722'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2722'THE STATION, CRANSTON UNITED WIRE INCORPORATED WATER TANK, IS
 LW2722'THE TOP CENTER OF THE DARK GREEN CYLINDRICAL TANK WITH THE
 LW2722'WORDS UNITED WIRE ALUMINUM - BRASS - COPPER - NICKEL - SILVER
 LW2722'WIRE TUBE PAINTED ON THE SIDE AND IS ABOUT 75 FEET IN HEIGHT.
 LW2722'
 LW2722'THE STATION IS LOCATED IN THE EAST SECTION OF CRANSTON ON THE
 LW2722'WEST SIDE OF ELMWOOD STREET AT THE INTERSECTION OF ELMWOOD STREET
 LW2722'AND SHARON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1438 ***********************************************************************
 LW1438  DESIGNATION -  CREELMAN
 LW1438  PID         -  LW1438
 LW1438  STATE/COUNTY-  RI/PROVIDENCE
 LW1438  USGS QUAD   -  CROMPTON (1995)
 LW1438
 LW1438                         *CURRENT SURVEY CONTROL
 LW1438  ___________________________________________________________________
 LW1438* NAD 83(1996)-  41 44 44.36907(N)    071 35 31.57219(W)     ADJUSTED  
 LW1438* NAVD 88     -       122.169  (meters)     400.82   (feet)  ADJUSTED  
 LW1438  ___________________________________________________________________
 LW1438  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LW1438  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1438  DYNAMIC HT  -         122.127 (meters)     400.68  (feet)  COMP
 LW1438  MODELED GRAV-     980,283.2   (mgal)                       NAVD 88
 LW1438
 LW1438  HORZ ORDER  -  FIRST
 LW1438  VERT ORDER  -  SECOND    CLASS 0
 LW1438
 LW1438.The horizontal coordinates were established by classical geodetic methods
 LW1438.and adjusted by the National Geodetic Survey in August 1998..
 LW1438
 LW1438.The orthometric height was determined by differential leveling
 LW1438.and adjusted by the National Geodetic Survey in June 1991..
 LW1438
 LW1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1438
 LW1438.The geoid height was determined by GEOID03.
 LW1438
 LW1438.The dynamic height is computed by dividing the NAVD 88
 LW1438.geopotential number by the normal gravity value computed on the
 LW1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1438.degrees latitude (g = 980.6199 gals.).
 LW1438
 LW1438.The modeled gravity was interpolated from observed gravity values.
 LW1438
 LW1438;                    North         East     Units Scale Factor Converg.
 LW1438;SPC RI       -    73,562.704    92,338.900   MT  0.99999447   -0 03 40.8
 LW1438;SPC RI       -   241,346.97    302,948.54   sFT  0.99999447   -0 03 40.8
 LW1438;UTM  19      - 4,624,784.927   284,466.967   MT  1.00017169   -1 43 35.6
 LW1438
 LW1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1438!SPC RI       -   0.99998553  x   0.99999447  =   0.99998000
 LW1438!UTM  19      -   0.99998553  x   1.00017169  =   1.00015721
 LW1438
 LW1438:                Primary Azimuth Mark                     Grid Az
 LW1438:SPC RI       -  RUSSO                                    048 37 56.4
 LW1438:UTM  19      -  RUSSO                                    050 17 51.2
 LW1438
 LW1438|---------------------------------------------------------------------|
 LW1438| PID    Reference Object                     Distance      Geod. Az  |
 LW1438|                                                           dddmmss.s |
 LW1438| LW3496 RUSSO                               APPROX. 4.1 KM 0483415.6 |
 LW1438| LW3521 HOPE SCHOOL CUPOLA                  APPROX. 2.6 KM 1140436.8 |
 LW1438| LW3519 HOPE VALLEY LACE CO TANK            APPROX. 3.0 KM 1224211.4 |
 LW1438| LW1440 CREELMAN RM 1                        29.904 METERS 17032     |
 LW1438| LW1441 CREELMAN RM 3                        86.173 METERS 19404     |
 LW1438| LW1439 CREELMAN RM 2                        18.971 METERS 26036     |
 LW1438| LW3499 TUNK HILL FIRE TOWER                APPROX. 2.1 KM 3044326.4 |
 LW1438|---------------------------------------------------------------------|
 LW1438
 LW1438                          SUPERSEDED SURVEY CONTROL
 LW1438
 LW1438  NAD 83(1996)-  41 44 44.36848(N)    071 35 31.57191(W) AD(       ) 1
 LW1438  NAD 83(1992)-  41 44 44.36778(N)    071 35 31.57138(W) AD(       ) 1
 LW1438  NAD 83(1992)-  41 44 44.36743(N)    071 35 31.57157(W) AD(       ) 1
 LW1438  NAD 83(1986)-  41 44 44.36742(N)    071 35 31.57126(W) AD(       ) 1
 LW1438  NAD 27      -  41 44 44.00792(N)    071 35 33.34211(W) AD(       ) 1
 LW1438  NGVD 29 (??/??/92)  122.416  (m)          401.63   (f) ADJ UNCH    2 0
 LW1438
 LW1438.Superseded values are not recommended for survey control.
 LW1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1438.See file dsdata.txt to determine how the superseded data were derived.
 LW1438
 LW1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8446724785(NAD 83)
 LW1438_MARKER: DS = TRIANGULATION STATION DISK
 LW1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1438_STAMPING: CREELMAN 1968
 LW1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1438+STABILITY: SURFACE MOTION
 LW1438
 LW1438  HISTORY     - Date     Condition        Report By
 LW1438  HISTORY     - 1968     MONUMENTED       CGS
 LW1438  HISTORY     - 1969     GOOD             NGS
 LW1438
 LW1438                          STATION DESCRIPTION
 LW1438
 LW1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1438'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF COVENTRY
 LW1438'CENTER, 1-1/2 MILES NORTHWEST OF HOPE AND ON PROPERTY OWNED
 LW1438'BY MR. BEN CREELMAN.
 LW1438'
 LW1438'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 116
 LW1438'AND 12 ABOUT 2 MILES NORTH OF HOPE, GO SOUTHWEST AND WEST ON
 LW1438'HIGHWAY 12 FOR 1.5 MILES TO A DRIVEWAY ON THE LEFT AND THE
 LW1438'STATION AS DESCRIBED.
 LW1438'
 LW1438'STATION MARK, STAMPED CREELMAN 1968 IS A STANDARD DISK SET IN
 LW1438'A ROUND CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 LW1438'SURFACE.  IT IS 64 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 34
 LW1438'FEET WEST OF THE CENTER OF THE PRIVATE DRIVEWAY, 17 FEET WEST OF
 LW1438'A ROCK FENCE AND 16 FEET WEST OF A METAL WITNESS POST.
 LW1438'
 LW1438'RM 1, STAMPED CREELMAN NO 1 1968 IS A STANDARD DISK SET IN AN
 LW1438'OUTCROPPING OF BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 LW1438'IS 31 FEET WEST OF THE CENTER OF THE DRIVEWAY, 17 FEET SOUTHWEST
 LW1438'OF A 10-INCH TREE, AND 13.6 FEET WEST OF A METAL WITNESS POST AND
 LW1438'A ROCK FENCE.
 LW1438'
 LW1438'RM 2, STAMPED CREELMAN NO 2 1968 IS A STANDARD DISK SET IN
 LW1438'AN OUTCROPPING OF BEDROCK WHICH IS FLUSH WITH THE GROUND
 LW1438'SURFACE.  IT IS 33 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 8
 LW1438'FEET SOUTH OF A ROCK FENCE AND 2 FEET SOUTH OF A METAL WITNESS
 LW1438'POST.
 LW1438'
 LW1438'RM 3, STAMPED CREELMAN NO 3 1968 IS A STANDARD DISK SET IN AN
 LW1438'OUTCROPPING OF BEDROCK WHICH PROJECTS 2 INCHES.  IT IS 136 FEET
 LW1438'WEST OF THE NORTHWEST CORNER OF A HOUSE, 77 FEET NORTHWEST
 LW1438'OF A 4-FOOT MAPLE TREE AND 2.5 FEET NORTH OF A METAL WITNESS POST.
 LW1438'
 LW1438'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW1438
 LW1438                          STATION RECOVERY (1969)
 LW1438
 LW1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1438'3.6 MI W FROM HOPE.
 LW1438'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1438'OF STATE HIGHWAY 115 AT HOPE, THENCE 1.55 MILES SOUTHWEST ALONG
 LW1438'STATE HIGHWAY 12, ABOUT 0.35 MILE SOUTHWEST OF THE WEST END OF
 LW1438'THE KENT DAM (GAINER MEMORIAL DAM), 96 FEET SOUTHWEST OF THE
 LW1438'CENTER OF THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTH TO A
 LW1438'LARGE TWO-STORIED HOUSE, 65 FEET SOUTHEAST OF THE CENTER LINE
 LW1438'OF THE HIGHWAY, 34 FEET WEST OF THE CENTER LINE OF A DRIVEWAY,
 LW1438'18 FEET WEST OF THE WEST FACE OF A STONE FENCE, 16.2 FEET WEST OF
 LW1438'A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 LW1438'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1440 ***********************************************************************
 LW1440  DESIGNATION -  CREELMAN RM 1
 LW1440  PID         -  LW1440
 LW1440  STATE/COUNTY-  RI/PROVIDENCE
 LW1440  USGS QUAD   -  CROMPTON (1995)
 LW1440
 LW1440                         *CURRENT SURVEY CONTROL
 LW1440  ___________________________________________________________________
 LW1440* NAD 83(1986)-  41 44 44.     (N)    071 35 31.     (W)     SCALED    
 LW1440* NAVD 88     -       121.220  (meters)     397.70   (feet)  ADJUSTED  
 LW1440  ___________________________________________________________________
 LW1440  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1440  DYNAMIC HT  -         121.179 (meters)     397.57  (feet)  COMP
 LW1440  MODELED GRAV-     980,283.2   (mgal)                       NAVD 88
 LW1440
 LW1440  VERT ORDER  -  SECOND    CLASS 0
 LW1440
 LW1440.The horizontal coordinates were scaled from a topographic map and have
 LW1440.an estimated accuracy of +/- 6 seconds.
 LW1440
 LW1440.The orthometric height was determined by differential leveling
 LW1440.and adjusted by the National Geodetic Survey in June 1991..
 LW1440
 LW1440.The geoid height was determined by GEOID03.
 LW1440
 LW1440.The dynamic height is computed by dividing the NAVD 88
 LW1440.geopotential number by the normal gravity value computed on the
 LW1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1440.degrees latitude (g = 980.6199 gals.).
 LW1440
 LW1440.The modeled gravity was interpolated from observed gravity values.
 LW1440
 LW1440;                    North         East    Units  Estimated Accuracy
 LW1440;SPC RI       -    73,550.       92,350.      MT  (+/- 180 meters Scaled)
 LW1440
 LW1440                          SUPERSEDED SURVEY CONTROL
 LW1440
 LW1440  NGVD 29 (??/??/92)  121.467  (m)          398.51   (f) ADJ UNCH    2 0
 LW1440
 LW1440.Superseded values are not recommended for survey control.
 LW1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1440.See file dsdata.txt to determine how the superseded data were derived.
 LW1440
 LW1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG844247(NAD 83)
 LW1440_MARKER: DR = REFERENCE MARK DISK
 LW1440_SETTING: 66 = SET IN ROCK OUTCROP
 LW1440_SP_SET: ROCK OUTCROP
 LW1440_STAMPING: CREELMAN NO 1 1968
 LW1440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1440+STABILITY: POSITION/ELEVATION WELL
 LW1440
 LW1440  HISTORY     - Date     Condition        Report By
 LW1440  HISTORY     - 1968     MONUMENTED       CGS
 LW1440  HISTORY     - 1969     GOOD             NGS
 LW1440
 LW1440                          STATION DESCRIPTION
 LW1440
 LW1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1440'3.6 MI W FROM HOPE.
 LW1440'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1440'OF STATE HIGHWAY 115 AT HOPE, THENCE 1.55 MILES SOUTHWEST ALONG
 LW1440'STATE HIGHWAY 12, 98.1 FEET SOUTH OF THE STATION MARK DESCRIBED,
 LW1440'SET ON THE TOP OF THE LOWEST EXPOSED PORTION OF AN OUTCROPPING
 LW1440'ROCK, 30 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO A
 LW1440'LARGE RESIDENCE, 14 1/2 FEET WEST OF THE WEST FACE OF A STONE
 LW1440'FENCE, 17 FEET SOUTHWEST OF A 10-INCH ASH TREE, 13.5 FEET
 LW1440'WEST OF A METAL WITNESS POST, FLUSH WITH THE GROUND AND ABOUT
 LW1440'LEVEL WITH THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1439 ***********************************************************************
 LW1439  DESIGNATION -  CREELMAN RM 2
 LW1439  PID         -  LW1439
 LW1439  STATE/COUNTY-  RI/PROVIDENCE
 LW1439  USGS QUAD   -  CROMPTON (1995)
 LW1439
 LW1439                         *CURRENT SURVEY CONTROL
 LW1439  ___________________________________________________________________
 LW1439* NAD 83(1986)-  41 44 44.     (N)    071 35 31.     (W)     SCALED    
 LW1439* NAVD 88     -       122.576  (meters)     402.15   (feet)  ADJUSTED  
 LW1439  ___________________________________________________________________
 LW1439  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1439  DYNAMIC HT  -         122.534 (meters)     402.01  (feet)  COMP
 LW1439  MODELED GRAV-     980,283.2   (mgal)                       NAVD 88
 LW1439
 LW1439  VERT ORDER  -  SECOND    CLASS 0
 LW1439
 LW1439.The horizontal coordinates were scaled from a topographic map and have
 LW1439.an estimated accuracy of +/- 6 seconds.
 LW1439
 LW1439.The orthometric height was determined by differential leveling
 LW1439.and adjusted by the National Geodetic Survey in June 1991..
 LW1439
 LW1439.The geoid height was determined by GEOID03.
 LW1439
 LW1439.The dynamic height is computed by dividing the NAVD 88
 LW1439.geopotential number by the normal gravity value computed on the
 LW1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1439.degrees latitude (g = 980.6199 gals.).
 LW1439
 LW1439.The modeled gravity was interpolated from observed gravity values.
 LW1439
 LW1439;                    North         East    Units  Estimated Accuracy
 LW1439;SPC RI       -    73,550.       92,350.      MT  (+/- 180 meters Scaled)
 LW1439
 LW1439                          SUPERSEDED SURVEY CONTROL
 LW1439
 LW1439  NGVD 29 (??/??/92)  122.823  (m)          402.96   (f) ADJ UNCH    2 0
 LW1439
 LW1439.Superseded values are not recommended for survey control.
 LW1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1439.See file dsdata.txt to determine how the superseded data were derived.
 LW1439
 LW1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG844247(NAD 83)
 LW1439_MARKER: DR = REFERENCE MARK DISK
 LW1439_SETTING: 80 = SET IN A BOULDER
 LW1439_SP_SET: BOULDER
 LW1439_STAMPING: CREELMAN NO 2 1968
 LW1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1439+STABILITY: SURFACE MOTION
 LW1439
 LW1439  HISTORY     - Date     Condition        Report By
 LW1439  HISTORY     - 1968     MONUMENTED       CGS
 LW1439  HISTORY     - 1969     GOOD             NGS
 LW1439
 LW1439                          STATION DESCRIPTION
 LW1439
 LW1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1439'3.6 MI W FROM HOPE.
 LW1439'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1439'OF STATE HIGHWAY 115 AT HOPE, THENCE 1.55 MILES SOUTHWEST ALONG
 LW1439'STATE HIGHWAY 12, 62.2 FEET WEST OF THE STATION MARK DESCRIBED,
 LW1439'SET ON THE TOP OF A BOULDER WHICH IS ABOUT FLUSH WITH THE
 LW1439'GROUND AND VERY LITTLE PORTION OF SAME EXPOSED, 33 FEET SOUTHEAST
 LW1439'OF THE CENTER LINE OF THE HIGHWAY, 17 1/2 FEET EAST OF POWER LINE
 LW1439'POLE 12, 6 FEET SOUTHEAST OF THE SOUTHEAST FACE OF A STONE
 LW1439'FENCE, 2.1 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT LEVEL
 LW1439'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1441 ***********************************************************************
 LW1441  DESIGNATION -  CREELMAN RM 3
 LW1441  PID         -  LW1441
 LW1441  STATE/COUNTY-  RI/PROVIDENCE
 LW1441  USGS QUAD   -  CROMPTON (1995)
 LW1441
 LW1441                         *CURRENT SURVEY CONTROL
 LW1441  ___________________________________________________________________
 LW1441* NAD 83(1986)-  41 44 44.     (N)    071 35 31.     (W)     SCALED    
 LW1441* NAVD 88     -       118.912  (meters)     390.13   (feet)  ADJUSTED  
 LW1441  ___________________________________________________________________
 LW1441  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1441  DYNAMIC HT  -         118.872 (meters)     390.00  (feet)  COMP
 LW1441  MODELED GRAV-     980,283.2   (mgal)                       NAVD 88
 LW1441
 LW1441  VERT ORDER  -  SECOND    CLASS 0
 LW1441
 LW1441.The horizontal coordinates were scaled from a topographic map and have
 LW1441.an estimated accuracy of +/- 6 seconds.
 LW1441
 LW1441.The orthometric height was determined by differential leveling
 LW1441.and adjusted by the National Geodetic Survey in June 1991..
 LW1441
 LW1441.The geoid height was determined by GEOID03.
 LW1441
 LW1441.The dynamic height is computed by dividing the NAVD 88
 LW1441.geopotential number by the normal gravity value computed on the
 LW1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1441.degrees latitude (g = 980.6199 gals.).
 LW1441
 LW1441.The modeled gravity was interpolated from observed gravity values.
 LW1441
 LW1441;                    North         East    Units  Estimated Accuracy
 LW1441;SPC RI       -    73,550.       92,350.      MT  (+/- 180 meters Scaled)
 LW1441
 LW1441                          SUPERSEDED SURVEY CONTROL
 LW1441
 LW1441  NGVD 29 (??/??/92)  119.159  (m)          390.94   (f) ADJ UNCH    2 0
 LW1441
 LW1441.Superseded values are not recommended for survey control.
 LW1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1441.See file dsdata.txt to determine how the superseded data were derived.
 LW1441
 LW1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG844247(NAD 83)
 LW1441_MARKER: DR = REFERENCE MARK DISK
 LW1441_SETTING: 80 = SET IN A BOULDER
 LW1441_SP_SET: BOULDER
 LW1441_STAMPING: CREELMAN NO 3 1968
 LW1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1441+STABILITY: SURFACE MOTION
 LW1441
 LW1441  HISTORY     - Date     Condition        Report By
 LW1441  HISTORY     - 1968     MONUMENTED       CGS
 LW1441  HISTORY     - 1969     GOOD             NGS
 LW1441
 LW1441                          STATION DESCRIPTION
 LW1441
 LW1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1441'3.6 MI W FROM HOPE.
 LW1441'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1441'OF STATE HIGHWAY 115 AT HOPE, THENCE 1.55 MILES SOUTHWEST
 LW1441'ALONG STATE HIGHWAY 12, 282.7 FEET SOUTHWEST OF THE STATION
 LW1441'MARK DESCRIBED, SET IN THE TOP OF THE NORTHWEST END OF A ROCK
 LW1441'WHICH IS 8 FEET LONG-3 FEET WIDE AND 1/2 FOOT HIGH, IN A
 LW1441'SMALL GARDEN, 136 FEET NORTHWEST OF THE NORTH CORNER OF THE
 LW1441'TWO-STORY PORTION OF THE HOUSE, 77 FEET NORTH OF A 40 INCH MAPLE
 LW1441'TREE, 2 FEET NORTHEAST OF A METAL WITNESS POST AND ABOUT LEVEL
 LW1441'WITH A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3007 ***********************************************************************
 LW3007  DESIGNATION -  CRF ARMISTEAD 1940
 LW3007  PID         -  LW3007
 LW3007  STATE/COUNTY-  RI/WASHINGTON
 LW3007  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW3007
 LW3007                         *CURRENT SURVEY CONTROL
 LW3007  ___________________________________________________________________
 LW3007* NAD 83(1996)-  41 29 30.80201(N)    071 25 16.96613(W)     ADJUSTED  
 LW3007* NAVD 88     -        15.1    (meters)      50.     (feet)  VERTCON   
 LW3007  ___________________________________________________________________
 LW3007  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 LW3007  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW3007
 LW3007  HORZ ORDER  -  SECOND
 LW3007
 LW3007.The horizontal coordinates were established by classical geodetic methods
 LW3007.and adjusted by the National Geodetic Survey in August 1998..
 LW3007
 LW3007.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3007
 LW3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3007
 LW3007.The geoid height was determined by GEOID03.
 LW3007
 LW3007;                    North         East     Units Scale Factor Converg.
 LW3007;SPC RI       -    45,376.727   106,565.290   MT  0.99999428   +0 03 07.5
 LW3007;SPC RI       -   148,873.48    349,622.96   sFT  0.99999428   +0 03 07.5
 LW3007;UTM  19      - 4,596,194.336   297,872.286   MT  1.00010281   -1 36 17.1
 LW3007
 LW3007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3007!SPC RI       -   1.00000236  x   0.99999428  =   0.99999664
 LW3007!UTM  19      -   1.00000236  x   1.00010281  =   1.00010517
 LW3007
 LW3007                          SUPERSEDED SURVEY CONTROL
 LW3007
 LW3007  NAD 83(1996)-  41 29 30.80136(N)    071 25 16.96536(W) AD(       ) 2
 LW3007  NAD 83(1992)-  41 29 30.80050(N)    071 25 16.96540(W) AD(       ) 2
 LW3007  NAD 83(1992)-  41 29 30.79986(N)    071 25 16.96529(W) AD(       ) 2
 LW3007  NAD 83(1986)-  41 29 30.80018(N)    071 25 16.96157(W) AD(       ) 2
 LW3007  NAD 27      -  41 29 30.43400(N)    071 25 18.75500(W) AD(       ) 2
 LW3007  NGVD 29 (07/30/91)   15.4    (m)           51.     (f) VERT ANG       
 LW3007
 LW3007.Superseded values are not recommended for survey control.
 LW3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3007.See file dsdata.txt to determine how the superseded data were derived.
 LW3007
 LW3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9787296194(NAD 83)
 LW3007_MARKER: DS = TRIANGULATION STATION DISK
 LW3007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3007_SP_SET: SQUARE CONCRETE MONUMENT
 LW3007_STAMPING: CRF ARMISTEAD 1942
 LW3007_MARK LOGO: CGS   
 LW3007_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW3007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3007+STABILITY: SURFACE MOTION
 LW3007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3007+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 LW3007
 LW3007  HISTORY     - Date     Condition        Report By
 LW3007  HISTORY     - 1940     MONUMENTED       CGS
 LW3007  HISTORY     - 1940     GOOD             CGS
 LW3007  HISTORY     - 19890707 GOOD             RIGS
 LW3007  HISTORY     - 20020913 GOOD             USPSQD
 LW3007  HISTORY     - 20060703 MARK NOT FOUND   USPSQD
 LW3007
 LW3007                          STATION DESCRIPTION
 LW3007
 LW3007'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3007'STATION IS LOCATED ON THE W SHORE OF NARRAGANSETT BAY, ON THE
 LW3007'GOVERNMENT RESERVATION OF FORT KEARNEY, NEAR THE NE END OF THE
 LW3007'RESERVATION, W OF BATTERY ARMISTEAD, AND ABOUT 5 FT. BACK FROM THE
 LW3007'EDGE OF THE EARTH EMBANKMENT THAT IS W OF THE BATTERY.  IT IS A
 LW3007'STANDARD STATION DISK, STAMPED CRF ARMISTEAD 1940 AND SET IN THE
 LW3007'TOP OF A 10-IN. SQUARE CONCRETE POST FLUSH WITH THE GROUND. IT WAS
 LW3007'LOCATED BY TRAVERSE FROM STATION KEARNEY.
 LW3007'
 LW3007'THIS IS A TRAVERSE STATION.
 LW3007
 LW3007                          STATION RECOVERY (1940)
 LW3007
 LW3007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 LW3007'RECOVERED IN GOOD CONDITION.
 LW3007
 LW3007                          STATION RECOVERY (1989)
 LW3007
 LW3007'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW3007'THE MARK IS LOCATED ON THE UNIVERSITY OF RHODE ISLAND NARRAGANSETT BAY
 LW3007'CAMPUS. POINT OF CONTACT IS MR. MORRIL MAINTENANCE PHONE (401)
 LW3007'792-6559.
 LW3007'TO REACH THE MARK FORM SCENIC RTE 1A AND SOUTH FERRY ROAD IN
 LW3007'NARRAGANSETT, PROCEED EAST ON SOUTH FERRY ROAD FOR 1.1 KM (0.70 MI) TO
 LW3007'A ROAD ON THE RIGHT AND A SIGN FOR NARRAGANSETT BAY CAMPUS UNIVERSITY
 LW3007'OF RHODE ISLAND. TURN RIGHT AND GO SOUTH FOR 0.15 KM (0.10 MI) TO THE
 LW3007'FIRST ROAD ON THE LEFT. TURN LEFT AND GO EAST FOR 0.15 KM (0.10 MI) TO
 LW3007'A PARKING AREA NEAR THE NARRAGANASETT MARINE LABORATORY BLDG. FROM THE
 LW3007'NORTHEAST CORNER OF THE PARKING AREA PROCEED NORTHEAST ALONG A FOOT
 LW3007'PATH TO THE TOP OF AN EMBANKMENT ON THE EAST SIDE OF THE NARRAGANSETT
 LW3007'MARINE LABORATORY BLDG AND TO THE MARK ON THE LEFT.
 LW3007'THE MARK IS FLUSH WITH THE GROUND, 3.4 M (11.2 FT) NORTH OF THE
 LW3007'CONCRETE STAIRS, 1.5 M (4.9 FT) WEST OF A WOODEN RAIL FENCE, AND 4.6 M
 LW3007'(15.1 FT) EAST OF A TRIPLE TRUNK CHERRY TREE.
 LW3007
 LW3007                          STATION RECOVERY (2002)
 LW3007
 LW3007'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 LW3007'RECOVERED IN GOOD CONDITION.
 LW3007
 LW3007                          STATION RECOVERY (2006)
 LW3007
 LW3007'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW3007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2899 ***********************************************************************
 LW2899  DESIGNATION -  CRF BELTON 1940
 LW2899  PID         -  LW2899
 LW2899  STATE/COUNTY-  RI/NEWPORT
 LW2899  USGS QUAD   -  NEWPORT (1975)
 LW2899
 LW2899                         *CURRENT SURVEY CONTROL
 LW2899  ___________________________________________________________________
 LW2899* NAD 83(1996)-  41 28 19.65490(N)    071 20 44.73234(W)     ADJUSTED  
 LW2899* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LW2899  ___________________________________________________________________
 LW2899  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 LW2899  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW2899
 LW2899  HORZ ORDER  -  SECOND
 LW2899
 LW2899.The horizontal coordinates were established by classical geodetic methods
 LW2899.and adjusted by the National Geodetic Survey in August 1998..
 LW2899
 LW2899.The orthometric height was scaled from a topographic map.
 LW2899
 LW2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2899
 LW2899.The geoid height was determined by GEOID03.
 LW2899
 LW2899;                    North         East     Units Scale Factor Converg.
 LW2899;SPC RI       -    43,190.289   112,883.976   MT  0.99999579   +0 06 07.7
 LW2899;SPC RI       -   141,700.14    370,353.51   sFT  0.99999579   +0 06 07.7
 LW2899;UTM  19      - 4,593,825.939   304,125.706   MT  1.00007218   -1 33 14.3
 LW2899
 LW2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2899!SPC RI       -   1.00000303  x   0.99999579  =   0.99999882
 LW2899!UTM  19      -   1.00000303  x   1.00007218  =   1.00007521
 LW2899
 LW2899|---------------------------------------------------------------------|
 LW2899| PID    Reference Object                     Distance      Geod. Az  |
 LW2899|                                                           dddmmss.s |
 LW2899| LW0698 ADAMS                               356.299 METERS 08844     |
 LW2899| LW2903 STAKE B                             197.005 METERS 11743     |
 LW2899|---------------------------------------------------------------------|
 LW2899
 LW2899                          SUPERSEDED SURVEY CONTROL
 LW2899
 LW2899  NAD 83(1996)-  41 28 19.65446(N)    071 20 44.73152(W) AD(       ) 2
 LW2899  NAD 83(1992)-  41 28 19.65332(N)    071 20 44.73172(W) AD(       ) 2
 LW2899  NAD 83(1992)-  41 28 19.65273(N)    071 20 44.73129(W) AD(       ) 2
 LW2899  NAD 83(1986)-  41 28 19.65286(N)    071 20 44.72950(W) AD(       ) 2
 LW2899  NAD 27      -  41 28 19.28277(N)    071 20 46.53710(W) AD(       ) 2
 LW2899
 LW2899.Superseded values are not recommended for survey control.
 LW2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2899.See file dsdata.txt to determine how the superseded data were derived.
 LW2899
 LW2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0412693826(NAD 83)
 LW2899_MARKER: DS = TRIANGULATION STATION DISK
 LW2899_SETTING: 0 = UNSPECIFIED SETTING
 LW2899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2899+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 LW2899
 LW2899  HISTORY     - Date     Condition        Report By
 LW2899  HISTORY     - 1940     MONUMENTED       CGS
 LW2899  HISTORY     - 20050819 GOOD             USPSQD
 LW2899
 LW2899                          STATION DESCRIPTION
 LW2899
 LW2899'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2899'STATION IS LOCATED NEAR THE SW END OF AQUIDNECK ISLAND, ABOUT 2
 LW2899'MI. SW OF THE TOWN OF NEWPORT, ON THE GOVERNMENT RESERVATION OF
 LW2899'FORT ADAMS, NEAR THE SW CORNER OF THE RESERVATION, AND IS THE
 LW2899'CENTER OF THE INSTRUMENT HOUSED IN THE LOW, CONCRETE FIRE-CONTROL
 LW2899'BUILDING THAT IS JUST S OF BATTERY BELTON.  IT IS A STANDARD
 LW2899'STATION DISK, STAMPED CRF BELTON 1940 AND SET IN A DRILL HOLE
 LW2899'FLUSH WITH THE SURFACE OF THE ROOF DIRECTLY OVER THE CENTER OF THE
 LW2899'INSTRUMENT.
 LW2899'
 LW2899'IT WAS LOCATED BY TRAVERSE FROM STATION ADAMS.
 LW2899'
 LW2899'THIS IS A TRAVERSE STATION.
 LW2899
 LW2899                          STATION RECOVERY (2005)
 LW2899
 LW2899'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3002 ***********************************************************************
 LW3002  DESIGNATION -  CRF CRAM 1940
 LW3002  PID         -  LW3002
 LW3002  STATE/COUNTY-  RI/WASHINGTON
 LW3002  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW3002
 LW3002                         *CURRENT SURVEY CONTROL
 LW3002  ___________________________________________________________________
 LW3002* NAD 83(1996)-  41 29 26.91905(N)    071 25 19.71077(W)     ADJUSTED  
 LW3002* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LW3002  ___________________________________________________________________
 LW3002  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 LW3002  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW3002
 LW3002  HORZ ORDER  -  SECOND
 LW3002
 LW3002.The horizontal coordinates were established by classical geodetic methods
 LW3002.and adjusted by the National Geodetic Survey in August 1998..
 LW3002
 LW3002.The orthometric height was scaled from a topographic map.
 LW3002
 LW3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3002
 LW3002.The geoid height was determined by GEOID03.
 LW3002
 LW3002;                    North         East     Units Scale Factor Converg.
 LW3002;SPC RI       -    45,256.877   106,501.733   MT  0.99999427   +0 03 05.7
 LW3002;SPC RI       -   148,480.27    349,414.44   sFT  0.99999427   +0 03 05.7
 LW3002;UTM  19      - 4,596,076.361   297,805.283   MT  1.00010314   -1 36 18.8
 LW3002
 LW3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3002!SPC RI       -   1.00000242  x   0.99999427  =   0.99999669
 LW3002!UTM  19      -   1.00000242  x   1.00010314  =   1.00010556
 LW3002
 LW3002                          SUPERSEDED SURVEY CONTROL
 LW3002
 LW3002  NAD 83(1996)-  41 29 26.91840(N)    071 25 19.71000(W) AD(       ) 2
 LW3002  NAD 83(1992)-  41 29 26.91754(N)    071 25 19.71005(W) AD(       ) 2
 LW3002  NAD 83(1992)-  41 29 26.91690(N)    071 25 19.70993(W) AD(       ) 2
 LW3002  NAD 83(1986)-  41 29 26.91733(N)    071 25 19.70645(W) AD(       ) 2
 LW3002  NAD 27      -  41 29 26.55100(N)    071 25 21.50000(W) AD(       ) 2
 LW3002
 LW3002.Superseded values are not recommended for survey control.
 LW3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3002.See file dsdata.txt to determine how the superseded data were derived.
 LW3002
 LW3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9780596076(NAD 83)
 LW3002_MARKER: DS = TRIANGULATION STATION DISK
 LW3002_SETTING: 0 = UNSPECIFIED SETTING
 LW3002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3002
 LW3002  HISTORY     - Date     Condition        Report By
 LW3002  HISTORY     - 1940     MONUMENTED       CGS
 LW3002  HISTORY     - 20010807 MARK NOT FOUND   USPSQD
 LW3002
 LW3002                          STATION DESCRIPTION
 LW3002
 LW3002'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3002'STATION IS LOCATED ON THE W SHORE OF NARRAGANSETT BAY, ON THE
 LW3002'GOVERNMENT RESERVATION OF FORT KEARNEY, NEAR THE CENTER OF A
 LW3002'12-FT. SQUARE CONCRETE FOUNDATION THAT IS FLUSH WITH THE EARTH
 LW3002'EMBANKMENT, AND IN FRONT OF AND BELOW THE CONCRETE PARAPET OF
 LW3002'ABANDONED BATTERY FRENCH.  IT IS A STANDARD STATION DISK, STAMPED
 LW3002'CRF CRAM 1940 AND SET IN A DRILL HOLE FLUSH WITH THE SURFACE OF
 LW3002'THE CONCRETE FOUNDATION.  IT WAS LOCATED BY TRAVERSE FROM STATION
 LW3002'KEARNEY.
 LW3002'
 LW3002'THIS IS A TRAVERSE STATION.
 LW3002
 LW3002                          STATION RECOVERY (2001)
 LW3002
 LW3002'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3002'URI BUILT A 3 KVA NUCLEAR GENERATOR FOR RESEARCH. THE CONCRETE PAD OF
 LW3002'THIS STATION WAS INCORPORATED INTO BASE OF THE GENERATOR.  THE STATION
 LW3002'DOES NOT EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2895 ***********************************************************************
 LW2895  DESIGNATION -  CRF CRITTENDEN 1940
 LW2895  PID         -  LW2895
 LW2895  STATE/COUNTY-  RI/NEWPORT
 LW2895  USGS QUAD   -  NEWPORT (1975)
 LW2895
 LW2895                         *CURRENT SURVEY CONTROL
 LW2895  ___________________________________________________________________
 LW2895* NAD 83(1996)-  41 28 42.54415(N)    071 21 54.31708(W)     ADJUSTED  
 LW2895* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 LW2895  ___________________________________________________________________
 LW2895  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 LW2895  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW2895
 LW2895  HORZ ORDER  -  SECOND
 LW2895
 LW2895.The horizontal coordinates were established by classical geodetic methods
 LW2895.and adjusted by the National Geodetic Survey in August 1998..
 LW2895
 LW2895.The orthometric height was scaled from a topographic map.
 LW2895
 LW2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2895
 LW2895.The geoid height was determined by GEOID03.
 LW2895
 LW2895;                    North         East     Units Scale Factor Converg.
 LW2895;SPC RI       -    43,893.740   111,268.287   MT  0.99999531   +0 05 21.7
 LW2895;SPC RI       -   144,008.05    365,052.70   sFT  0.99999531   +0 05 21.7
 LW2895;UTM  19      - 4,594,575.854   302,530.895   MT  1.00007990   -1 34 01.2
 LW2895
 LW2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2895!SPC RI       -   1.00000037  x   0.99999531  =   0.99999568
 LW2895!UTM  19      -   1.00000037  x   1.00007990  =   1.00008027
 LW2895
 LW2895                          SUPERSEDED SURVEY CONTROL
 LW2895
 LW2895  NAD 83(1996)-  41 28 42.54365(N)    071 21 54.31627(W) AD(       ) 2
 LW2895  NAD 83(1992)-  41 28 42.54258(N)    071 21 54.31641(W) AD(       ) 2
 LW2895  NAD 83(1992)-  41 28 42.54197(N)    071 21 54.31605(W) AD(       ) 2
 LW2895  NAD 83(1986)-  41 28 42.54196(N)    071 21 54.31405(W) AD(       ) 2
 LW2895  NAD 27      -  41 28 42.17300(N)    071 21 56.11700(W) AD(       ) 2
 LW2895
 LW2895.Superseded values are not recommended for survey control.
 LW2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2895.See file dsdata.txt to determine how the superseded data were derived.
 LW2895
 LW2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0253194576(NAD 83)
 LW2895_MARKER: DS = TRIANGULATION STATION DISK
 LW2895_SETTING: 0 = UNSPECIFIED SETTING
 LW2895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2895
 LW2895  HISTORY     - Date     Condition        Report By
 LW2895  HISTORY     - 1940     MONUMENTED       CGS
 LW2895  HISTORY     - 20051108 POOR             USPSQD
 LW2895
 LW2895                          STATION DESCRIPTION
 LW2895
 LW2895'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2895'STATION IS LOCATED ABOUT 2 MI. S OF THE TOWN OF JAMESTOWN, ON THE
 LW2895'GOVERNMENT RESERVATION OF FORT WETHERILL, AND IS THE CENTER OF THE
 LW2895'RANGE FINDER HOUSED IN THE LOW, RECTANGULAR, CONCRETE FIRE-CONTROL
 LW2895'BUILDING THAT IS LOCATED ABOUT MIDWAY BETWEEN BATTERY CRITTENDEN
 LW2895'AND BATTERY DICKENSON.  IT IS A STANDARD STATION DISK, STAMPED C R
 LW2895'F CRITTENDEN 1940 AND SET IN A DRILL HOLE IN THE CONCRETE ROOF
 LW2895'FLUSH WITH THE SURFACE, DIRECTLY OVER THE CENTER OF THE INSTRUMENT.
 LW2895'
 LW2895'IT IS LOCATED BY TRAVERSE FROM STATION DICKENSON.
 LW2895'
 LW2895'THIS IS A TRAVERSE STATION.
 LW2895
 LW2895                          STATION RECOVERY (2005)
 LW2895
 LW2895'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2895'ONLY THE CENTRAL 1 INCH (DIAMETER) CONTAINING THE TRIANGLE SYMBOL
 LW2895'REMAINS.  THE REST WAS PROBABLY BROKEN AWAY IN AN ATTEMPT TO REMOVE
 LW2895'IT. COORDINATES BY GPS ARE 41 28 42.5 N  071 21 55.4 W
 LW2895' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2896 ***********************************************************************
 LW2896  DESIGNATION -  CRF DICKENSON 1940
 LW2896  PID         -  LW2896
 LW2896  STATE/COUNTY-  RI/NEWPORT
 LW2896  USGS QUAD   -  NEWPORT (1975)
 LW2896
 LW2896                         *CURRENT SURVEY CONTROL
 LW2896  ___________________________________________________________________
 LW2896* NAD 83(1996)-  41 28 42.35958(N)    071 21 59.11820(W)     ADJUSTED  
 LW2896* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 LW2896  ___________________________________________________________________
 LW2896  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 LW2896  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2896
 LW2896  HORZ ORDER  -  THIRD
 LW2896
 LW2896.The horizontal coordinates were established by classical geodetic methods
 LW2896.and adjusted by the National Geodetic Survey in August 1998..
 LW2896
 LW2896.The orthometric height was scaled from a topographic map.
 LW2896
 LW2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2896
 LW2896.The geoid height was determined by GEOID03.
 LW2896
 LW2896;                    North         East     Units Scale Factor Converg.
 LW2896;SPC RI       -    43,887.873   111,156.905   MT  0.99999528   +0 05 18.5
 LW2896;SPC RI       -   143,988.80    364,687.28   sFT  0.99999528   +0 05 18.5
 LW2896;UTM  19      - 4,594,573.209   302,419.381   MT  1.00008044   -1 34 04.4
 LW2896
 LW2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2896!SPC RI       -   1.00000209  x   0.99999528  =   0.99999737
 LW2896!UTM  19      -   1.00000209  x   1.00008044  =   1.00008253
 LW2896
 LW2896                          SUPERSEDED SURVEY CONTROL
 LW2896
 LW2896  NAD 83(1996)-  41 28 42.35908(N)    071 21 59.11740(W) AD(       ) 4
 LW2896  NAD 83(1992)-  41 28 42.35801(N)    071 21 59.11753(W) AD(       ) 4
 LW2896  NAD 83(1992)-  41 28 42.35740(N)    071 21 59.11717(W) AD(       ) 4
 LW2896  NAD 83(1986)-  41 28 42.35739(N)    071 21 59.11515(W) AD(       ) 4
 LW2896  NAD 27      -  41 28 41.98900(N)    071 22 00.91800(W) AD(       ) 3
 LW2896
 LW2896.Superseded values are not recommended for survey control.
 LW2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2896.See file dsdata.txt to determine how the superseded data were derived.
 LW2896
 LW2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0241994573(NAD 83)
 LW2896_MARKER: Z = SEE DESCRIPTION
 LW2896_SETTING: 0 = UNSPECIFIED SETTING
 LW2896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2896
 LW2896  HISTORY     - Date     Condition        Report By
 LW2896  HISTORY     - 1940     MONUMENTED       CGS
 LW2896  HISTORY     - 20051108 MARK NOT FOUND   USPSQD
 LW2896
 LW2896                          STATION DESCRIPTION
 LW2896
 LW2896'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2896'STATION IS LOCATED ABOUT 2 MI. S OF THE TOWN OF JAMESTOWN, ON THE
 LW2896'GOVERNMENT RESERVATION OF FORT WETHERILL, AND IS THE CENTER OF THE
 LW2896'RANGE FINDER HOUSED UNDER A TEMPORARY CANVAS SHELTER OF THE
 LW2896'ABANDONED BATTERY ZOOK.  IT WAS NOT MARKED.
 LW2896'
 LW2896'IT WAS LOCATED BY TRAVERSE FROM STATION DICKENSON.
 LW2896'
 LW2896'THIS IS A TRAVERSE STATION.
 LW2896
 LW2896                          STATION RECOVERY (2005)
 LW2896
 LW2896'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2896'NO STATION MARK, NON-PERMANENT OR OTHERWISE WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3001 ***********************************************************************
 LW3001  DESIGNATION -  CRF HOUSE 1940
 LW3001  PID         -  LW3001
 LW3001  STATE/COUNTY-  RI/NEWPORT
 LW3001  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW3001
 LW3001                         *CURRENT SURVEY CONTROL
 LW3001  ___________________________________________________________________
 LW3001* NAD 83(1996)-  41 29 27.82477(N)    071 24 00.10324(W)     ADJUSTED  
 LW3001* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW3001  ___________________________________________________________________
 LW3001  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW3001  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW3001
 LW3001  HORZ ORDER  -  SECOND
 LW3001
 LW3001.The horizontal coordinates were established by classical geodetic methods
 LW3001.and adjusted by the National Geodetic Survey in August 1998..
 LW3001
 LW3001.The orthometric height was scaled from a topographic map.
 LW3001
 LW3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3001
 LW3001.The geoid height was determined by GEOID03.
 LW3001
 LW3001;                    North         East     Units Scale Factor Converg.
 LW3001;SPC RI       -    45,286.718   108,348.318   MT  0.99999461   +0 03 58.4
 LW3001;SPC RI       -   148,578.17    355,472.77   sFT  0.99999461   +0 03 58.4
 LW3001;UTM  19      - 4,596,052.798   299,652.151   MT  1.00009399   -1 35 26.0
 LW3001
 LW3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3001!SPC RI       -   1.00000351  x   0.99999461  =   0.99999812
 LW3001!UTM  19      -   1.00000351  x   1.00009399  =   1.00009750
 LW3001
 LW3001                          SUPERSEDED SURVEY CONTROL
 LW3001
 LW3001  NAD 83(1996)-  41 29 27.82417(N)    071 24 00.10247(W) AD(       ) 2
 LW3001  NAD 83(1992)-  41 29 27.82323(N)    071 24 00.10254(W) AD(       ) 2
 LW3001  NAD 83(1992)-  41 29 27.82262(N)    071 24 00.10230(W) AD(       ) 2
 LW3001  NAD 83(1986)-  41 29 27.82291(N)    071 24 00.10007(W) AD(       ) 2
 LW3001  NAD 27      -  41 29 27.45700(N)    071 24 01.89700(W) AD(       ) 2
 LW3001
 LW3001.Superseded values are not recommended for survey control.
 LW3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3001.See file dsdata.txt to determine how the superseded data were derived.
 LW3001
 LW3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9965296053(NAD 83)
 LW3001_MARKER: DS = TRIANGULATION STATION DISK
 LW3001_SETTING: 0 = UNSPECIFIED SETTING
 LW3001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3001
 LW3001  HISTORY     - Date     Condition        Report By
 LW3001  HISTORY     - 1940     MONUMENTED       CGS
 LW3001  HISTORY     - 20050921 POOR             USPSQD
 LW3001
 LW3001                          STATION DESCRIPTION
 LW3001
 LW3001'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3001'THIS IS THE CENTER OF THE RANGE FINDER INSIDE THE CONCRETE
 LW3001'BUILDING ON THE LOW GROUND JUST NW OF BATTERY HOUSE.  THIS POINT
 LW3001'WAS PROJECTED ON TOP OF THE CONCRETE ROOF, AND A STANDARD STATION
 LW3001'DISK, STAMPED CRF HOUSE 1940, WAS SET IN A DRILL HOLE DIRECTLY
 LW3001'OVER THE INSTRUMENT CENTER.
 LW3001'
 LW3001'IT WAS LOCATED BY TRAVERSE FROM STATION GETTY.
 LW3001'
 LW3001'THIS IS A TRAVERSE STATION.
 LW3001
 LW3001                          STATION RECOVERY (2005)
 LW3001
 LW3001'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW3001'IT IS ERODED TO THE POINT WHERE ONLY THE CENTRAL 3/4 INCH (DIAMETER)
 LW3001' 
 LW3001'REMAINS, FIRMLY CEMENTED INTO THE ROOF. ONLY THE CENTRAL TRIANGLE
 LW3001'SYMBOL REMAINS.
 LW3001' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2969 ***********************************************************************
 LW2969  DESIGNATION -  CRF WHITING 1940
 LW2969  PID         -  LW2969
 LW2969  STATE/COUNTY-  RI/NEWPORT
 LW2969  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2969
 LW2969                         *CURRENT SURVEY CONTROL
 LW2969  ___________________________________________________________________
 LW2969* NAD 83(1996)-  41 29 15.75362(N)    071 23 51.93977(W)     ADJUSTED  
 LW2969* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2969  ___________________________________________________________________
 LW2969  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 LW2969  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW2969
 LW2969  HORZ ORDER  -  SECOND
 LW2969
 LW2969.The horizontal coordinates were established by classical geodetic methods
 LW2969.and adjusted by the National Geodetic Survey in August 1998..
 LW2969
 LW2969.The orthometric height was scaled from a topographic map.
 LW2969
 LW2969.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2969
 LW2969.The geoid height was determined by GEOID03.
 LW2969
 LW2969;                    North         East     Units Scale Factor Converg.
 LW2969;SPC RI       -    44,914.535   108,538.122   MT  0.99999465   +0 04 03.8
 LW2969;SPC RI       -   147,357.10    356,095.49   sFT  0.99999465   +0 04 03.8
 LW2969;UTM  19      - 4,595,675.246   299,831.133   MT  1.00009311   -1 35 20.2
 LW2969
 LW2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2969!SPC RI       -   1.00000461  x   0.99999465  =   0.99999926
 LW2969!UTM  19      -   1.00000461  x   1.00009311  =   1.00009772
 LW2969
 LW2969                          SUPERSEDED SURVEY CONTROL
 LW2969
 LW2969  NAD 83(1996)-  41 29 15.75303(N)    071 23 51.93898(W) AD(       ) 2
 LW2969  NAD 83(1992)-  41 29 15.75208(N)    071 23 51.93907(W) AD(       ) 2
 LW2969  NAD 83(1992)-  41 29 15.75147(N)    071 23 51.93883(W) AD(       ) 2
 LW2969  NAD 83(1986)-  41 29 15.75188(N)    071 23 51.93648(W) AD(       ) 2
 LW2969  NAD 27      -  41 29 15.38500(N)    071 23 53.73400(W) AD(       ) 2
 LW2969
 LW2969.Superseded values are not recommended for survey control.
 LW2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2969.See file dsdata.txt to determine how the superseded data were derived.
 LW2969
 LW2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9983195675(NAD 83)
 LW2969_MARKER: DS = TRIANGULATION STATION DISK
 LW2969_SETTING: 0 = UNSPECIFIED SETTING
 LW2969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2969
 LW2969  HISTORY     - Date     Condition        Report By
 LW2969  HISTORY     - 1940     MONUMENTED       CGS
 LW2969  HISTORY     - 20050921 POOR             USPSQD
 LW2969
 LW2969                          STATION DESCRIPTION
 LW2969
 LW2969'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2969'STATION IS LOCATED ABOUT 2 MI. W-SW OF THE TOWN OF JAMESTOWN ON
 LW2969'THE GOVERNMENT RESERVATION OF FORT GETTY, WHICH IS ON A POINT OF
 LW2969'LAND CALLED BEAVERHEAD POINT, AND IS THE CENTER OF THE
 LW2969'RANGE-FINDER INSTRUMENT HOUSED IN THE CONCRETE BUILDING JUST SE OF
 LW2969'BATTERY WHITING.  IT IS A STANDARD STATION DISK, STAMPED C R F
 LW2969'WHITING 1940 AND SET IN A DRILL HOLE ON THE ROOF OF THE BUILDING
 LW2969'FLUSH WITH THE SURFACE AND IS DIRECTLY OVER THE CENTER OF THE
 LW2969'INSTRUMENT.
 LW2969'
 LW2969'IT WAS LOCATED BY TRAVERSE FROM STATION WHITING.
 LW2969'
 LW2969'THIS IS A TRAVERSE STATION.
 LW2969
 LW2969                          STATION RECOVERY (2005)
 LW2969
 LW2969'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2969'IT IS ERODED TO THE POINT WHERE ONLY THE CENTRAL 1 INCH (DIAMETER)
 LW2969'REMAINS, FIRMLY CEMENTED INTO THE ROOF. ONLY THE CENTRAL TRIANGLE
 LW2969'SYMBOL REMAINS.
 LW2969' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2998 ***********************************************************************
 LW2998  DESIGNATION -  CRF WHITING 1943
 LW2998  PID         -  LW2998
 LW2998  STATE/COUNTY-  RI/NEWPORT
 LW2998  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2998
 LW2998                         *CURRENT SURVEY CONTROL
 LW2998  ___________________________________________________________________
 LW2998* NAD 83(1996)-  41 27 06.04995(N)    071 23 50.26542(W)     ADJUSTED  
 LW2998* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW2998  ___________________________________________________________________
 LW2998  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LW2998  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW2998
 LW2998  HORZ ORDER  -  SECOND
 LW2998
 LW2998.The horizontal coordinates were established by classical geodetic methods
 LW2998.and adjusted by the National Geodetic Survey in August 1998..
 LW2998
 LW2998.The orthometric height was scaled from a topographic map.
 LW2998
 LW2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2998
 LW2998.The geoid height was determined by GEOID03.
 LW2998
 LW2998;                    North         East     Units Scale Factor Converg.
 LW2998;SPC RI       -    40,913.139   108,581.713   MT  0.99999466   +0 04 04.8
 LW2998;SPC RI       -   134,229.19    356,238.50   sFT  0.99999466   +0 04 04.8
 LW2998;UTM  19      - 4,591,673.867   299,759.057   MT  1.00009347   -1 35 15.0
 LW2998
 LW2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2998!SPC RI       -   1.00000336  x   0.99999466  =   0.99999802
 LW2998!UTM  19      -   1.00000336  x   1.00009347  =   1.00009683
 LW2998
 LW2998                          SUPERSEDED SURVEY CONTROL
 LW2998
 LW2998  NAD 83(1996)-  41 27 06.04938(N)    071 23 50.26447(W) AD(       ) 2
 LW2998  NAD 83(1992)-  41 27 06.04844(N)    071 23 50.26478(W) AD(       ) 2
 LW2998  NAD 83(1992)-  41 27 06.04771(N)    071 23 50.26440(W) AD(       ) 2
 LW2998  NAD 83(1986)-  41 27 06.04777(N)    071 23 50.26256(W) AD(       ) 2
 LW2998  NAD 27      -  41 27 05.68100(N)    071 23 52.06100(W) AD(       ) 2
 LW2998
 LW2998.Superseded values are not recommended for survey control.
 LW2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2998.See file dsdata.txt to determine how the superseded data were derived.
 LW2998
 LW2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9975991674(NAD 83)
 LW2998_MARKER: Z = SEE DESCRIPTION
 LW2998_SETTING: 0 = UNSPECIFIED SETTING
 LW2998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2998
 LW2998  HISTORY     - Date     Condition        Report By
 LW2998  HISTORY     - 1943     MONUMENTED       CGS
 LW2998  HISTORY     - 20041222 MARK NOT FOUND   USPSQD
 LW2998
 LW2998                          STATION DESCRIPTION
 LW2998
 LW2998'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2998'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT BURNSIDE,
 LW2998'ON BEAVERTAIL POINT.  IT IS THE PINTLE CENTER OF THE INSTRUMENT
 LW2998'HOUSED IN THE FIRE-CONTROL BUILDING WHICH IS ABOUT MIDWAY AND BACK
 LW2998'FROM BATTERY WHITING.
 LW2998'
 LW2998'STATION WAS LOCATED BY TRAVERSE FROM STATION BATTERY WHITING.
 LW2998
 LW2998                          STATION RECOVERY (2004)
 LW2998
 LW2998'RECOVERY NOTE BY US POWER SQUADRON 2004 (TLG)
 LW2998'THE BRUSH HAS BEEN REMOVED REVEALING THE UNDERGROUND GUN DIRECTOR
 LW2998'BUILDING, THE AMMO STORAGE AND THE TWO GUN SITES (GUNS REMOVED).  A
 LW2998'MORE THOUROUGH SEARCH MAY HAVE REVEALED THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0984 ***********************************************************************
 LW0984  DESIGNATION -  CROSS
 LW0984  PID         -  LW0984
 LW0984  STATE/COUNTY-  RI/WASHINGTON
 LW0984  USGS QUAD   -  CAROLINA (1970)
 LW0984
 LW0984                         *CURRENT SURVEY CONTROL
 LW0984  ___________________________________________________________________
 LW0984* NAD 83(1996)-  41 23 12.11482(N)    071 37 49.85821(W)     ADJUSTED  
 LW0984* NAVD 88     -        14.412  (meters)      47.28   (feet)  ADJUSTED  
 LW0984  ___________________________________________________________________
 LW0984  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 LW0984  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LW0984  DYNAMIC HT  -          14.407 (meters)      47.27  (feet)  COMP
 LW0984  MODELED GRAV-     980,277.3   (mgal)                       NAVD 88
 LW0984
 LW0984  HORZ ORDER  -  FIRST
 LW0984  VERT ORDER  -  SECOND    CLASS 0
 LW0984
 LW0984.The horizontal coordinates were established by classical geodetic methods
 LW0984.and adjusted by the National Geodetic Survey in August 1998..
 LW0984
 LW0984.The orthometric height was determined by differential leveling
 LW0984.and adjusted by the National Geodetic Survey in June 1991..
 LW0984
 LW0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0984
 LW0984.The geoid height was determined by GEOID03.
 LW0984
 LW0984.The dynamic height is computed by dividing the NAVD 88
 LW0984.geopotential number by the normal gravity value computed on the
 LW0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0984.degrees latitude (g = 980.6199 gals.).
 LW0984
 LW0984.The modeled gravity was interpolated from observed gravity values.
 LW0984
 LW0984;                    North         East     Units Scale Factor Converg.
 LW0984;SPC RI       -    33,699.283    89,083.494   MT  0.99999522   -0 05 10.6
 LW0984;SPC RI       -   110,561.73    292,268.10   sFT  0.99999522   -0 05 10.6
 LW0984;UTM  19      - 4,585,024.992   280,057.740   MT  1.00019537   -1 44 23.4
 LW0984
 LW0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0984!SPC RI       -   1.00000252  x   0.99999522  =   0.99999774
 LW0984!UTM  19      -   1.00000252  x   1.00019537  =   1.00019789
 LW0984
 LW0984|---------------------------------------------------------------------|
 LW0984| PID    Reference Object                     Distance      Geod. Az  |
 LW0984|                                                           dddmmss.s |
 LW0984| LW0985 CROSS RM 2                           12.696 METERS 06506     |
 LW0984| LW0983 CROSS RM 1                            8.117 METERS 22946     |
 LW0984| LW3077 CHARLESTOWN USN AIR STA W TANK      APPROX. 3.0 KM 2402659.9 |
 LW0984| LW3078 CHARLESTOWN USN AIR STA E TANK      APPROX. 3.0 KM 2404601.7 |
 LW0984| LW0986 CROSS AZ MK                                        2432445.5 |
 LW0984|---------------------------------------------------------------------|
 LW0984
 LW0984                          SUPERSEDED SURVEY CONTROL
 LW0984
 LW0984  NAD 83(1992)-  41 23 12.11346(N)    071 37 49.85742(W) AD(       ) 1
 LW0984  NAD 83(1986)-  41 23 12.11178(N)    071 37 49.85718(W) AD(       ) 1
 LW0984  NAD 27      -  41 23 11.74845(N)    071 37 51.63259(W) AD(       ) 1
 LW0984  NGVD 29 (??/??/92)   14.694  (m)           48.21   (f) ADJ UNCH    2 0
 LW0984
 LW0984.Superseded values are not recommended for survey control.
 LW0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0984.See file dsdata.txt to determine how the superseded data were derived.
 LW0984
 LW0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8005885025(NAD 83)
 LW0984_STAMPING: CROSS 1969
 LW0984_MARK LOGO: CGS   
 LW0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0984+STABILITY: SURFACE MOTION
 LW0984
 LW0984  HISTORY     - Date     Condition        Report By
 LW0984  HISTORY     - 1969     FIRST OBSERVED   CGS
 LW0984  HISTORY     - 1969     GOOD             CGS
 LW0984  HISTORY     - 1974     GOOD             LOCSUR
 LW0984  HISTORY     - 1984     GOOD             USPSQD
 LW0984  HISTORY     - 1984     GOOD             USPSQD
 LW0984  HISTORY     - 19860606 GOOD             RIGS
 LW0984  HISTORY     - 1988     GOOD             USPSQD
 LW0984  HISTORY     - 1989     GOOD             USPSQD
 LW0984  HISTORY     - 1990     GOOD             USPSQD
 LW0984  HISTORY     - 19900606 GOOD             RIGS
 LW0984  HISTORY     - 19910407 GOOD             USPSQD
 LW0984
 LW0984                          STATION DESCRIPTION
 LW0984
 LW0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW0984'STATION IS LOCATED ABOUT 10-1/4 MILES EAST OF WESTERLY, 8 MILES
 LW0984'SOUTHWEST OF WAKEFIELD, 1-1/4 MILES NORTH-NORTHWEST OF CHARLESTOWN
 LW0984'BEACH, 1/2 MILE EAST-NORTHEAST OF CHARLESTOWN AND ON RIGHT-OF-WAY
 LW0984'PROPERTY ON THE SOUTH SIDE OF U.S. HIGHWAY 1.
 LW0984'
 LW0984'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 112 AND THE
 LW0984'NORTH BOUND LANE OF U.S. HIGHWAY 1 ABOUT 0.1 MILE NORTH OF
 LW0984'CHARLESTOWN, GO EAST ON THE NORTH BOUND LANE OF U.S. HIGHWAY 1
 LW0984'FOR 0.25 MILE TO THE AZ MK ON LEFT AS DESCRIBED.  CONTINUE
 LW0984'EAST-NORTHEAST ON U.S. HIGHWAY 1 FOR 0.35 MILE TO STATION ON
 LW0984'RIGHT AS DESCRIBED.
 LW0984'
 LW0984'ALL MARKS ARE STANDARD DISKS.
 LW0984'
 LW0984'STATION MARK, STAMPED CROSS 1969, IS SET IN A ROUND CONCRETE POST
 LW0984'FLUSH WITH THE GROUND.  IT IS 61.6 FEET SOUTHEAST OF CENTER OF
 LW0984'NORTH BOUND LANE OF U.S. HIGHWAY 1, 35 FEET WEST OF A ROCK FENCE,
 LW0984'5.8 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE AND 5.2 FEET
 LW0984'NORTHWEST OF A METAL WITNESS POST.
 LW0984'
 LW0984'RM 1, STAMPED CROSS NO 1 1969, IS SET IN A ROUND CONCRETE POST
 LW0984'WHICH PROJECTS 1 INCH.  IT IS 66.0 FEET SOUTHEAST OF CENTER OF
 LW0984'THE HIGHWAY, 25.8 FEET NORTHEAST OF THE METAL WITNESS POST, 17
 LW0984'FEET WEST OF THE ROCK FENCE AND 1 FOOT NORTHWEST OF THE
 LW0984'RIGHT-OF-WAY FENCE.
 LW0984'
 LW0984'RM 2, STAMPED CROSS NO 2 1969, IS SET IN A ROUND CONCRETE POST
 LW0984'WHICH PROJECTS 6 INCHES.  IT IS 66.0 FEET SOUTHEAST OF CENTER
 LW0984'OF HIGHWAY, 41.8 FEET SOUTHWEST OF THE METAL WITNESS POST AND 1
 LW0984'FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 LW0984'
 LW0984'AZ MK, STAMPED CROSS 1969, IS CEMENTED IN A DRILL HOLE IN A
 LW0984'TRIANGULAR SHAPED BOULDER WHICH PROJECTS 2 FEET AND IS 6 BY 8
 LW0984'FEET IN SIZE.  IT IS 155 FEET SOUTH-SOUTHEAST OF CENTER OF
 LW0984'SOUTH BOUND LANE OF U.S. HIGHWAY 1, 82 FEET NORTH-NORTHWEST OF
 LW0984'CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY 1 AND 4 FEET
 LW0984'SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 LW0984'
 LW0984'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW0984
 LW0984                          STATION RECOVERY (1969)
 LW0984
 LW0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LW0984'0.6 MI E FROM CHARLESTOWN.
 LW0984'ABOUT 0.65 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0984'STATE HIGHWAY 112 AND 2 AT CHARLESTOWN, 61.5 FEET SOUTHEAST OF
 LW0984'THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 35 FEET
 LW0984'WEST OF A NORTH-SOUTH ROCK FENCE, 5.8 FEET NORTHWEST OF THE
 LW0984'RIGHT-OF-WAY FENCE LINE, 5.2 FEET NORTHWEST OF A METAL WITNESS
 LW0984'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LW0984'CONCRETE POST FLUSH WITH THE GROUND.
 LW0984
 LW0984                          STATION RECOVERY (1974)
 LW0984
 LW0984'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LW0984'STATION MARK AND AZIMUTH MARK WERE FOUND IN EXCELLENT CONDITION.
 LW0984
 LW0984                          STATION RECOVERY (1984)
 LW0984
 LW0984'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW0984'CROSS 1969 RECOVERED IN GOOD CONDITION.
 LW0984'
 LW0984'CROSS NO 1 1969 RECOVERED IN GOOD CONDITION.
 LW0984'
 LW0984'CROSS NO 2 1969 RECOVERED IN GOOD CONDITION.
 LW0984'
 LW0984'AZ MK CROSS 1969 RECOVERED IN GOOD CONDITION.
 LW0984
 LW0984                          STATION RECOVERY (1984)
 LW0984
 LW0984'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0984'CHANGE DESC: STATION WAS OVERGROWNED WITH GRASS. STATION MARK WAS 4
 LW0984'INCHES BELOW THE GROUND. GRASS WAS CUT AWAY TO EXPOSE THE STATION
 LW0984'MARK.
 LW0984
 LW0984                          STATION RECOVERY (1986)
 LW0984
 LW0984'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW0984'RECOVERED AS DESCRIBED.
 LW0984
 LW0984                          STATION RECOVERY (1988)
 LW0984
 LW0984'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0984'RECOVERED IN GOOD CONDITION.
 LW0984
 LW0984                          STATION RECOVERY (1989)
 LW0984
 LW0984'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0984'RECOVERED IN GOOD CONDITION.
 LW0984
 LW0984                          STATION RECOVERY (1990)
 LW0984
 LW0984'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0984'RECOVERED IN GOOD CONDITION.
 LW0984
 LW0984                          STATION RECOVERY (1990)
 LW0984
 LW0984'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0984'ABOUT 0.65 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LW0984'HIGHWAY 112 AND 2 AT CHARLESTOWN, 61.5 FEET SOUTHEAST OF THE CENTER
 LW0984'LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 35 FEET WEST OF A
 LW0984'NORTH-SOUTH ROCK FENCE, 5.8 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE
 LW0984'LINE, 5.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 LW0984'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW0984'GROUND.  IN 1984 THIS POINT WAS REPORTED BY USPSQD AS BEING IN GOOD
 LW0984'CONDITION.  CHANGE DESC--STATION WAS OVERGROWNED WITH GRASS.  STATION
 LW0984'MARK WAS 4 INCHES BELOW THE GROUND.  GRASS WAS CUT AWAY TO EXPOSE THE
 LW0984'STATION MARK.
 LW0984
 LW0984                          STATION RECOVERY (1991)
 LW0984
 LW0984'RECOVERY NOTE BY US POWER SQUADRON 1991 (AW)
 LW0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0986 ***********************************************************************
 LW0986  DESIGNATION -  CROSS AZ MK
 LW0986  PID         -  LW0986
 LW0986  STATE/COUNTY-  RI/WASHINGTON
 LW0986  USGS QUAD   -  CAROLINA (1970)
 LW0986
 LW0986                         *CURRENT SURVEY CONTROL
 LW0986  ___________________________________________________________________
 LW0986* NAD 83(1986)-  41 23 14.     (N)    071 38 07.     (W)     SCALED    
 LW0986* NAVD 88     -         5.269  (meters)      17.29   (feet)  ADJUSTED  
 LW0986  ___________________________________________________________________
 LW0986  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LW0986  DYNAMIC HT  -           5.267 (meters)      17.28  (feet)  COMP
 LW0986  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 LW0986
 LW0986  VERT ORDER  -  SECOND    CLASS 0
 LW0986
 LW0986.The horizontal coordinates were scaled from a topographic map and have
 LW0986.an estimated accuracy of +/- 6 seconds.
 LW0986
 LW0986.The orthometric height was determined by differential leveling
 LW0986.and adjusted by the National Geodetic Survey in April 1995..
 LW0986
 LW0986.The geoid height was determined by GEOID03.
 LW0986
 LW0986.The dynamic height is computed by dividing the NAVD 88
 LW0986.geopotential number by the normal gravity value computed on the
 LW0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0986.degrees latitude (g = 980.6199 gals.).
 LW0986
 LW0986.The modeled gravity was interpolated from observed gravity values.
 LW0986
 LW0986;                    North         East    Units  Estimated Accuracy
 LW0986;SPC RI       -    33,760.       88,690.      MT  (+/- 180 meters Scaled)
 LW0986
 LW0986                          SUPERSEDED SURVEY CONTROL
 LW0986
 LW0986  NAVD 88 (06/15/91)    5.328  (m)           17.48   (f) UNKNOWN     2 0
 LW0986  NGVD 29 (??/??/92)    5.612  (m)           18.41   (f) ADJ UNCH    2 0
 LW0986
 LW0986.Superseded values are not recommended for survey control.
 LW0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0986.See file dsdata.txt to determine how the superseded data were derived.
 LW0986
 LW0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF796850(NAD 83)
 LW0986_STAMPING: CROSS 1969
 LW0986_MARK LOGO: CGS   
 LW0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0986+STABILITY: SURFACE MOTION
 LW0986
 LW0986  HISTORY     - Date     Condition        Report By
 LW0986  HISTORY     - 1969     FIRST OBSERVED   CGS
 LW0986  HISTORY     - 19860606 GOOD             RIGS
 LW0986  HISTORY     - 1988     GOOD             USPSQD
 LW0986  HISTORY     - 1989     GOOD             USPSQD
 LW0986  HISTORY     - 1990     GOOD             USPSQD
 LW0986  HISTORY     - 19900606 GOOD             RIGS
 LW0986
 LW0986                          STATION DESCRIPTION
 LW0986
 LW0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0986'0.3 MI E FROM CHARLESTOWN.
 LW0986'ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0986'STATE HIGHWAY 112 AND 2 AT CHARLESTOWN, BETWEEN THE LANES OF THE
 LW0986'HIGHWAY, SET ON TOP AND 2 FEET SOUTH OF THE HIGHEST POINT OF A
 LW0986'7 1/2-FOOT BY 6 1/2-FOOT TRIANGULAR SHAPED BURIED BOULDER WHICH
 LW0986'PROJECTS 2 FEET ON THE NORTH SIDE, 155 FEET SOUTH OF THE CENTER
 LW0986'LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 82 FEET NORTH OF THE
 LW0986'CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 4 FEET
 LW0986'SOUTHEAST OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE
 LW0986'NORTHBOUND LANE OF THE HIGHWAY.
 LW0986
 LW0986                          STATION RECOVERY (1986)
 LW0986
 LW0986'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW0986'RECOVERED AS DESCRIBED.
 LW0986
 LW0986                          STATION RECOVERY (1988)
 LW0986
 LW0986'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0986'RECOVERED IN GOOD CONDITION.
 LW0986
 LW0986                          STATION RECOVERY (1989)
 LW0986
 LW0986'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0986'RECOVERED IN GOOD CONDITION.
 LW0986
 LW0986                          STATION RECOVERY (1990)
 LW0986
 LW0986'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0986'RECOVERED IN GOOD CONDITION.
 LW0986
 LW0986                          STATION RECOVERY (1990)
 LW0986
 LW0986'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0986'ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LW0986'HIGHWAY 112 AND 2 AT CHARLESTOWN, BETWEEN THE LANES OF THE HIGHWAY,
 LW0986'SET ON TOP AND 2 FEET SOUTH OF THE HIGHEST POINT OF A 7 1/2-FOOT BY 6
 LW0986'1/2-FOOT TRIANGULAR SHAPED BURIED BOULDER WHICH PROJECTS 2 FEET ON
 LW0986'THE NORTH SIDE, 155 FEET SOUTH OF THE CENTER LINE OF THE SOUTHBOUND
 LW0986'LANE OF THE HIGHWAY, 82 FEET NORTH OF THE CENTER LINE OF THE
 LW0986'NORTHBOUND LANE OF THE HIGHWAY, 4 FEET SOUTHEAST OF A METAL WITNESS
 LW0986'POST AND ABOUT LEVEL WITH THE NORTHBOUND LANE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0983 ***********************************************************************
 LW0983  DESIGNATION -  CROSS RM 1
 LW0983  PID         -  LW0983
 LW0983  STATE/COUNTY-  RI/WASHINGTON
 LW0983  USGS QUAD   -  CAROLINA (1970)
 LW0983
 LW0983                         *CURRENT SURVEY CONTROL
 LW0983  ___________________________________________________________________
 LW0983* NAD 83(1996)-  41 23 11.94485(N)    071 37 50.12491(W)     ADJUSTED  
 LW0983* NAVD 88     -        14.937  (meters)      49.01   (feet)  ADJUSTED  
 LW0983  ___________________________________________________________________
 LW0983  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 LW0983  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LW0983  DYNAMIC HT  -          14.932 (meters)      48.99  (feet)  COMP
 LW0983  MODELED GRAV-     980,277.3   (mgal)                       NAVD 88
 LW0983
 LW0983  HORZ ORDER  -  SECOND
 LW0983  VERT ORDER  -  SECOND    CLASS 0
 LW0983
 LW0983.The horizontal coordinates were established by classical geodetic methods
 LW0983.and adjusted by the National Geodetic Survey in August 1998..
 LW0983
 LW0983.The orthometric height was determined by differential leveling
 LW0983.and adjusted by the National Geodetic Survey in June 1991..
 LW0983
 LW0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0983
 LW0983.The geoid height was determined by GEOID03.
 LW0983
 LW0983.The dynamic height is computed by dividing the NAVD 88
 LW0983.geopotential number by the normal gravity value computed on the
 LW0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0983.degrees latitude (g = 980.6199 gals.).
 LW0983
 LW0983.The modeled gravity was interpolated from observed gravity values.
 LW0983
 LW0983;                    North         East     Units Scale Factor Converg.
 LW0983;SPC RI       -    33,694.049    89,077.290   MT  0.99999522   -0 05 10.8
 LW0983;SPC RI       -   110,544.56    292,247.74   sFT  0.99999522   -0 05 10.8
 LW0983;UTM  19      - 4,585,019.938   280,051.386   MT  1.00019540   -1 44 23.6
 LW0983
 LW0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0983!SPC RI       -   1.00000244  x   0.99999522  =   0.99999766
 LW0983!UTM  19      -   1.00000244  x   1.00019540  =   1.00019784
 LW0983
 LW0983                          SUPERSEDED SURVEY CONTROL
 LW0983
 LW0983  NAD 83(1992)-  41 23 11.94349(N)    071 37 50.12412(W) AD(       ) 2
 LW0983  NAD 83(1992)-  41 23 11.94181(N)    071 37 50.12388(W) AD(       ) 2
 LW0983  NGVD 29 (??/??/92)   15.220  (m)           49.93   (f) ADJ UNCH    2 0
 LW0983
 LW0983.Superseded values are not recommended for survey control.
 LW0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0983.See file dsdata.txt to determine how the superseded data were derived.
 LW0983
 LW0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8005185020(NAD 83)
 LW0983_STAMPING: CROSS NO 1 1969
 LW0983_MARK LOGO: CGS   
 LW0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0983+STABILITY: SURFACE MOTION
 LW0983
 LW0983  HISTORY     - Date     Condition        Report By
 LW0983  HISTORY     - 1969     FIRST OBSERVED   CGS
 LW0983  HISTORY     - 1984     GOOD             USPSQD
 LW0983  HISTORY     - 19860606 GOOD             RIGS
 LW0983  HISTORY     - 1988     GOOD             USPSQD
 LW0983  HISTORY     - 1989     GOOD             USPSQD
 LW0983  HISTORY     - 1990     GOOD             USPSQD
 LW0983  HISTORY     - 19900606 GOOD             RIGS
 LW0983
 LW0983                          STATION DESCRIPTION
 LW0983
 LW0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0983'0.6 MI E FROM CHARLESTOWN.
 LW0983'ABOUT 0.65 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0983'STATE HIGHWAY 112 AND 2 AT CHARLESTOWN, 0.3 MILE SOUTHWEST OF
 LW0983'THE JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTH, 66 FEET
 LW0983'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW0983'HIGHWAY, 17 FEET WEST OF A NORTH-SOUTH ROCK FENCE, 26.6 FEET
 LW0983'NORTHEAST OF THE STATION MARK DESCRIBED, 1 FOOT NORTHWEST OF
 LW0983'THE RIGHT-OF-WAY FENCE LINE, 161 FEET SOUTH OF AND ACROSS THE
 LW0983'NORTHBOUND LANE OF THE HIGHWAY FROM K 22 (RIBPR) DESCRIBED, 25.8
 LW0983'FEET NORTHEAST OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL
 LW0983'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LW0983'THE GROUND.
 LW0983
 LW0983                          STATION RECOVERY (1984)
 LW0983
 LW0983'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0983'RECOVERED IN GOOD CONDITION.
 LW0983
 LW0983                          STATION RECOVERY (1986)
 LW0983
 LW0983'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW0983'RECOVERED AS DESCRIBED.
 LW0983
 LW0983                          STATION RECOVERY (1988)
 LW0983
 LW0983'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0983'RECOVERED IN GOOD CONDITION.
 LW0983
 LW0983                          STATION RECOVERY (1989)
 LW0983
 LW0983'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0983'RECOVERED IN GOOD CONDITION.
 LW0983
 LW0983                          STATION RECOVERY (1990)
 LW0983
 LW0983'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0983'RECOVERED IN GOOD CONDITION.
 LW0983
 LW0983                          STATION RECOVERY (1990)
 LW0983
 LW0983'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0983'ABOUT 0.65 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LW0983'HIGHWAY 112 AND 2 AT CHARLESTOWN, 0.3 MILE SOUTHWEST OF THE JUNCTION
 LW0983'OF A BLACK TOPPED ROAD LEADING SOUTH, 66 FEET SOUTHEAST OF THE CENTER
 LW0983'LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 17 FEET WEST OF A
 LW0983'NORTH-SOUTH ROCK FENCE, 26.6 FEET NORTHEAST OF THE STATION MARK
 LW0983'DESCRIBED, 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE, 161 FEET
 LW0983'SOUTH OF AND ACROSS THE NORTHBOUND LANE OF THE HIGHWAY FROM K 22
 LW0983'(RIBPR) DESCRIBED, 25.8 FEET NORTHEAST OF A METAL WITNESS POST, 2
 LW0983'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW0983'POST FLUSH WITH THE GROUND.  IN 1984 THIS POINT WAS REPORTED BY
 LW0983'USPSQD AS BEING IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0985 ***********************************************************************
 LW0985  DESIGNATION -  CROSS RM 2
 LW0985  PID         -  LW0985
 LW0985  STATE/COUNTY-  RI/WASHINGTON
 LW0985  USGS QUAD   -  CAROLINA (1970)
 LW0985
 LW0985                         *CURRENT SURVEY CONTROL
 LW0985  ___________________________________________________________________
 LW0985* NAD 83(1996)-  41 23 12.28806(N)    071 37 49.36253(W)     ADJUSTED  
 LW0985* NAVD 88     -        14.139  (meters)      46.39   (feet)  ADJUSTED  
 LW0985  ___________________________________________________________________
 LW0985  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 LW0985  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LW0985  DYNAMIC HT  -          14.134 (meters)      46.37  (feet)  COMP
 LW0985  MODELED GRAV-     980,277.3   (mgal)                       NAVD 88
 LW0985
 LW0985  HORZ ORDER  -  SECOND
 LW0985  VERT ORDER  -  SECOND    CLASS 0
 LW0985
 LW0985.The horizontal coordinates were established by classical geodetic methods
 LW0985.and adjusted by the National Geodetic Survey in August 1998..
 LW0985
 LW0985.The orthometric height was determined by differential leveling
 LW0985.and adjusted by the National Geodetic Survey in June 1991..
 LW0985
 LW0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0985
 LW0985.The geoid height was determined by GEOID03.
 LW0985
 LW0985.The dynamic height is computed by dividing the NAVD 88
 LW0985.geopotential number by the normal gravity value computed on the
 LW0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0985.degrees latitude (g = 980.6199 gals.).
 LW0985
 LW0985.The modeled gravity was interpolated from observed gravity values.
 LW0985
 LW0985;                    North         East     Units Scale Factor Converg.
 LW0985;SPC RI       -    33,704.610    89,095.019   MT  0.99999521   -0 05 10.3
 LW0985;SPC RI       -   110,579.21    292,305.91   sFT  0.99999521   -0 05 10.3
 LW0985;UTM  19      - 4,585,029.985   280,069.416   MT  1.00019531   -1 44 23.1
 LW0985
 LW0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0985!SPC RI       -   1.00000256  x   0.99999521  =   0.99999777
 LW0985!UTM  19      -   1.00000256  x   1.00019531  =   1.00019787
 LW0985
 LW0985                          SUPERSEDED SURVEY CONTROL
 LW0985
 LW0985  NAD 83(1992)-  41 23 12.28671(N)    071 37 49.36174(W) AD(       ) 2
 LW0985  NAD 83(1992)-  41 23 12.28503(N)    071 37 49.36149(W) AD(       ) 2
 LW0985  NGVD 29 (??/??/92)   14.421  (m)           47.31   (f) ADJ UNCH    2 0
 LW0985
 LW0985.Superseded values are not recommended for survey control.
 LW0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0985.See file dsdata.txt to determine how the superseded data were derived.
 LW0985
 LW0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8006985030(NAD 83)
 LW0985_STAMPING: CROSS NO 2 1969
 LW0985_MARK LOGO: CGS   
 LW0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0985+STABILITY: SURFACE MOTION
 LW0985
 LW0985  HISTORY     - Date     Condition        Report By
 LW0985  HISTORY     - 1969     FIRST OBSERVED   CGS
 LW0985  HISTORY     - 1984     GOOD             USPSQD
 LW0985  HISTORY     - 19860606 GOOD             RIGS
 LW0985  HISTORY     - 1988     GOOD             USPSQD
 LW0985  HISTORY     - 1989     GOOD             USPSQD
 LW0985  HISTORY     - 1990     GOOD             USPSQD
 LW0985  HISTORY     - 19900606 GOOD             RIGS
 LW0985
 LW0985                          STATION DESCRIPTION
 LW0985
 LW0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0985'0.6 MI E FROM CHARLESTOWN.
 LW0985'ABOUT 0.65 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0985'STATE HIGHWAY 112 AND 2 AT CHARLESTOWN, 0.3 MILE SOUTHWEST OF
 LW0985'THE JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTH, 66 FEET
 LW0985'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY,
 LW0985'16 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 1 FOOT
 LW0985'NORTHWEST OF A RIGHT-OF-WAY FENCE, 41.7 FEET SOUTHWEST OF THE
 LW0985'STATION MARK DESCRIBED, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LW0985'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 LW0985'LEVEL OF THE GROUND.
 LW0985
 LW0985                          STATION RECOVERY (1984)
 LW0985
 LW0985'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0985'RECOVERED IN GOOD CONDITION.
 LW0985
 LW0985                          STATION RECOVERY (1986)
 LW0985
 LW0985'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW0985'RECOVERED AS DESCRIBED.
 LW0985
 LW0985                          STATION RECOVERY (1988)
 LW0985
 LW0985'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0985'RECOVERED IN GOOD CONDITION.
 LW0985
 LW0985                          STATION RECOVERY (1989)
 LW0985
 LW0985'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0985'RECOVERED IN GOOD CONDITION.
 LW0985
 LW0985                          STATION RECOVERY (1990)
 LW0985
 LW0985'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0985'RECOVERED IN GOOD CONDITION.
 LW0985
 LW0985                          STATION RECOVERY (1990)
 LW0985
 LW0985'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0985'ABOUT 0.65 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LW0985'HIGHWAY 112 AND 2 AT CHARLESTOWN, 0.3 MILE SOUTHWEST OF THE JUNCTION
 LW0985'OF A BLACK TOPPED ROAD LEADING SOUTH, 66 FEET SOUTHEAST OF THE CENTER
 LW0985'LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 16 FEET NORTHEAST OF A
 LW0985'CONCRETE RIGHT-OF-WAY POST, 1 FOOT NORTHWEST OF A RIGHT-OF-WAY FENCE,
 LW0985'41.7 FEET SOUTHWEST OF THE STATION MARK DESCRIBED, ABOUT LEVEL WITH
 LW0985'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 LW0985'ABOVE THE LEVEL OF THE GROUND.  IN 1984 THIS POINT WAS REPORTED BY
 LW0985'USPSQD AS BEING IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5267 ***********************************************************************
 LW5267  DESIGNATION -  CU 001
 LW5267  PID         -  LW5267
 LW5267  STATE/COUNTY-  RI/PROVIDENCE
 LW5267  USGS QUAD   -  PAWTUCKET (1975)
 LW5267
 LW5267                         *CURRENT SURVEY CONTROL
 LW5267  ___________________________________________________________________
 LW5267* NAD 83(1996)-  41 57 01.73717(N)    071 24 09.54767(W)     ADJUSTED  
 LW5267* NAVD 88     -        75.502  (meters)     247.71   (feet)  ADJUSTED  
 LW5267  ___________________________________________________________________
 LW5267  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW5267  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LW5267  DYNAMIC HT  -          75.480 (meters)     247.64  (feet)  COMP
 LW5267  MODELED GRAV-     980,323.7   (mgal)                       NAVD 88
 LW5267
 LW5267  HORZ ORDER  -  SECOND
 LW5267  VERT ORDER  -  SECOND    CLASS II
 LW5267
 LW5267.The horizontal coordinates were established by classical geodetic methods
 LW5267.and adjusted by the National Geodetic Survey in August 1998..
 LW5267
 LW5267.The orthometric height was determined by differential leveling
 LW5267.and adjusted by the National Geodetic Survey in June 1991..
 LW5267
 LW5267.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5267
 LW5267.The geoid height was determined by GEOID03.
 LW5267
 LW5267.The dynamic height is computed by dividing the NAVD 88
 LW5267.geopotential number by the normal gravity value computed on the
 LW5267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5267.degrees latitude (g = 980.6199 gals.).
 LW5267
 LW5267.The modeled gravity was interpolated from observed gravity values.
 LW5267
 LW5267;                    North         East     Units Scale Factor Converg.
 LW5267;SPC RI       -    96,312.968   108,071.545   MT  0.99999455   +0 03 54.3
 LW5267;SPC RI       -   315,986.80    354,564.73   sFT  0.99999455   +0 03 54.3
 LW5267;SPC MA M     -   855,573.999   208,071.384   MT  0.99997403   +0 03 55.4
 LW5267;SPC MA M     - 2,806,995.70    682,647.53   sFT  0.99997403   +0 03 55.4
 LW5267;UTM  19      - 4,647,070.481   300,857.566   MT  1.00008801   -1 36 24.0
 LW5267
 LW5267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5267!SPC RI       -   0.99999274  x   0.99999455  =   0.99998729
 LW5267!SPC MA M     -   0.99999274  x   0.99997403  =   0.99996677
 LW5267!UTM  19      -   0.99999274  x   1.00008801  =   1.00008075
 LW5267
 LW5267                          SUPERSEDED SURVEY CONTROL
 LW5267
 LW5267  NAD 83(1996)-  41 57 01.73715(N)    071 24 09.54767(W) AD(       ) 2
 LW5267  NAD 83(1992)-  41 57 01.73574(N)    071 24 09.54675(W) AD(       ) 2
 LW5267  NAD 83(1992)-  41 57 01.73572(N)    071 24 09.54676(W) AD(       ) 2
 LW5267  NAD 83(1986)-  41 57 01.73512(N)    071 24 09.54516(W) AD(       ) 2
 LW5267  NGVD 29 (12/24/91)   75.74   (m)          248.5    (f) LEVELING    3  
 LW5267
 LW5267.Superseded values are not recommended for survey control.
 LW5267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5267.See file dsdata.txt to determine how the superseded data were derived.
 LW5267
 LW5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0085847070(NAD 83)
 LW5267_MARKER: DD = SURVEY DISK
 LW5267_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW5267_SP_SET: BRIDGE MEDIAN
 LW5267_STAMPING: CU 001 1985
 LW5267_MARK LOGO: RIGS  
 LW5267_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5267
 LW5267  HISTORY     - Date     Condition        Report By
 LW5267  HISTORY     - 1985     MONUMENTED       RIGS
 LW5267  HISTORY     - 1985     GOOD             RIGS
 LW5267
 LW5267                          STATION DESCRIPTION
 LW5267
 LW5267'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5267'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI)
 LW5267'NORTHEAST OF ASHTON CENTER SET IN THE STATE HIGHWAY 114 BRIDGE OVER
 LW5267'INTERSTATE 295.
 LW5267'OWNERSHIP--STATE RIGHT OF WAY.
 LW5267'
 LW5267'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 114 AND
 LW5267'INTERSTATE HIGHWAY 295, GO TO THE CONCRETE MEDIAN ON TOP OF THE
 LW5267'BRIDGE.
 LW5267'
 LW5267'THE STATION IS A STANDARD RIGS DISK
 LW5267'STAMPED---CU 001 1985---,
 LW5267'SET INTO A DRILLHOLE IN THE CONCRETE MEDIAN OF THE BRIDGE.
 LW5267'47.2 METERS (155.0 FT) SOUTH-SOUTHWEST FROM THE END OF THE BRIDGE
 LW5267'ENDWALL NEAR THE NORTHEAST CORNER OF THE BRIDGE,
 LW5267'42.5 METERS (139.4 FT) SOUTH-SOUTHEAST FROM THE END OF THE BRIDGE
 LW5267'ENDWALL NEAR THE NORTHWEST CORNER OF THE BRIDGE,
 LW5267'11.9 METERS (39.2 FT) WEST FROM THE FACE OF AN ALUMINUM LIGHT POLE
 LW5267'183,
 LW5267'0.8 METERS (2.7 FT) WEST FROM THE CENTERLINE OF THE BRIDGE MEDIAN.
 LW5267'
 LW5267'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5267
 LW5267                          STATION RECOVERY (1985)
 LW5267
 LW5267'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5267'2.6 KM (1.6 MI) NE FROM ASHTON CENTER.
 LW5267'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) NORTHEAST OF ASHTON
 LW5267'CENTER SET IN THE STATE HIGHWAY 114 BRIDGE OVER INTERSTATE 295.
 LW5267'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5267'INTERSECTION OF STATE HIGHWAY 114 AND INTERSTATE HIGHWAY 295, GO TO
 LW5267'THE CONCRETE MEDIAN ON TOP OF THE BRIDGE.  THE STATION IS A STANDARD
 LW5267'RIGS DISK SET INTO A DRILLHOLE IN THE CONCRETE MEDIAN OF THE BRIDGE.
 LW5267'47.2 METERS (155.0 FT) SOUTH-SOUTHWEST FROM THE END OF THE BRIDGE
 LW5267'ENDWALL NEAR THE NORTHEAST CORNER OF THE BRIDGE, 42.5 METERS (139.4
 LW5267'FT) SOUTH-SOUTHEAST FROM THE END OF THE BRIDGE ENDWALL NEAR THE
 LW5267'NORTHWEST CORNER OF THE BRIDGE, 11.9 METERS (39.2 FT) WEST FROM THE
 LW5267'FACE OF AN ALUMINUM LIGHT POLE 183, 0.8 METERS (2.7 FT) WEST FROM THE
 LW5267'CENTERLINE OF THE BRIDGE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5265 ***********************************************************************
 LW5265  DESIGNATION -  CU 002
 LW5265  PID         -  LW5265
 LW5265  STATE/COUNTY-  RI/PROVIDENCE
 LW5265  USGS QUAD   -  PAWTUCKET (1975)
 LW5265
 LW5265                         *CURRENT SURVEY CONTROL
 LW5265  ___________________________________________________________________
 LW5265* NAD 83(1996)-  41 57 04.77930(N)    071 25 14.65710(W)     ADJUSTED  
 LW5265* NAVD 88     -        71.148  (meters)     233.42   (feet)  ADJUSTED  
 LW5265  ___________________________________________________________________
 LW5265  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 LW5265  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LW5265  DYNAMIC HT  -          71.126 (meters)     233.35  (feet)  COMP
 LW5265  MODELED GRAV-     980,321.7   (mgal)                       NAVD 88
 LW5265
 LW5265  HORZ ORDER  -  SECOND
 LW5265  VERT ORDER  -  SECOND    CLASS II
 LW5265
 LW5265.The horizontal coordinates were established by classical geodetic methods
 LW5265.and adjusted by the National Geodetic Survey in August 1998..
 LW5265
 LW5265.The orthometric height was determined by differential leveling
 LW5265.and adjusted by the National Geodetic Survey in June 1991..
 LW5265
 LW5265.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5265
 LW5265.The geoid height was determined by GEOID03.
 LW5265
 LW5265.The dynamic height is computed by dividing the NAVD 88
 LW5265.geopotential number by the normal gravity value computed on the
 LW5265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5265.degrees latitude (g = 980.6199 gals.).
 LW5265
 LW5265.The modeled gravity was interpolated from observed gravity values.
 LW5265
 LW5265;                    North         East     Units Scale Factor Converg.
 LW5265;SPC RI       -    96,405.283   106,571.871   MT  0.99999428   +0 03 10.8
 LW5265;SPC RI       -   316,289.67    349,644.55   sFT  0.99999428   +0 03 10.8
 LW5265;SPC MA M     -   855,666.304   206,571.740   MT  0.99997397   +0 03 11.7
 LW5265;SPC MA M     - 2,807,298.53    677,727.45   sFT  0.99997397   +0 03 11.7
 LW5265;UTM  19      - 4,647,206.521   299,361.079   MT  1.00009538   -1 37 07.7
 LW5265
 LW5265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5265!SPC RI       -   0.99999343  x   0.99999428  =   0.99998771
 LW5265!SPC MA M     -   0.99999343  x   0.99997397  =   0.99996740
 LW5265!UTM  19      -   0.99999343  x   1.00009538  =   1.00008880
 LW5265
 LW5265                          SUPERSEDED SURVEY CONTROL
 LW5265
 LW5265  NAD 83(1996)-  41 57 04.77927(N)    071 25 14.65710(W) AD(       ) 2
 LW5265  NAD 83(1992)-  41 57 04.77788(N)    071 25 14.65619(W) AD(       ) 2
 LW5265  NAD 83(1992)-  41 57 04.77785(N)    071 25 14.65620(W) AD(       ) 2
 LW5265  NAD 83(1986)-  41 57 04.77704(N)    071 25 14.65490(W) AD(       ) 2
 LW5265  NGVD 29 (12/24/91)   71.39   (m)          234.2    (f) LEVELING    3  
 LW5265
 LW5265.Superseded values are not recommended for survey control.
 LW5265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5265.See file dsdata.txt to determine how the superseded data were derived.
 LW5265
 LW5265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9936147207(NAD 83)
 LW5265_MARKER: DD = SURVEY DISK
 LW5265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5265_SP_SET: CONCRETE POST
 LW5265_STAMPING: CU 002 1985
 LW5265_MARK LOGO: RIGS  
 LW5265_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5265+STABILITY: SURFACE MOTION
 LW5265
 LW5265  HISTORY     - Date     Condition        Report By
 LW5265  HISTORY     - 1985     MONUMENTED       RIGS
 LW5265  HISTORY     - 1985     GOOD             RIGS
 LW5265
 LW5265                          STATION DESCRIPTION
 LW5265
 LW5265'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5265'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 LW5265'NORTHEAST OF ASHTON CENTER.
 LW5265'OWNERSHIP--STATE RIGHT OF WAY.
 LW5265'
 LW5265'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 114 AND
 LW5265'INTERSTATE HIGHWAY 295, GO SOUTH FOR 1.4 KM (0.9 MI) ON 295 TO THE
 LW5265'STATION ON THE RIGHT.
 LW5265'
 LW5265'THE STATION IS A STANDARD RIGS DISK
 LW5265'STAMPED---CU 002 1985---,
 LW5265'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5265'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5265'24.7 METERS (81.0 FT) EAST FROM THE NORTHEAST CORNER OF AN INLET
 LW5265'RIM,
 LW5265'4.8 METERS (15.7 FT) WEST FROM THE TWENTY TWO MILE MARKER POST FOR
 LW5265'INTERSTATE 295 SOUTH,
 LW5265'1.0 METERS (3.2 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST,
 LW5265'0.6 METERS (2.0 FT) NORTH FROM A METAL GUARD RAIL.
 LW5265'
 LW5265'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5265
 LW5265                          STATION RECOVERY (1985)
 LW5265
 LW5265'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5265'1.6 KM (1.0 MI) NE FROM ASHTON CENTER.
 LW5265'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHEAST OF ASHTON
 LW5265'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5265'THE INTERSECTION OF STATE HIGHWAY 114 AND INTERSTATE HIGHWAY 295, GO
 LW5265'SOUTH FOR 1.4 KM (0.9 MI) ON 295 TO THE STATION ON THE RIGHT.  THE
 LW5265'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW5265'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 24.7 METERS
 LW5265'(81.0 FT) EAST FROM THE NORTHEAST CORNER OF AN INLET RIM, 4.8 METERS
 LW5265'(15.7 FT) WEST FROM THE TWENTY TWO MILE MARKER POST FOR INTERSTATE
 LW5265'295 SOUTH, 1.0 METERS (3.2 FT) EAST-SOUTHEAST FROM A FIBERGLASS
 LW5265'WITNESS POST, 0.6 METERS (2.0 FT) NORTH FROM A METAL GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5266 ***********************************************************************
 LW5266  DESIGNATION -  CU 003
 LW5266  PID         -  LW5266
 LW5266  STATE/COUNTY-  RI/PROVIDENCE
 LW5266  USGS QUAD   -  PAWTUCKET (1975)
 LW5266
 LW5266                         *CURRENT SURVEY CONTROL
 LW5266  ___________________________________________________________________
 LW5266* NAD 83(1996)-  41 57 02.80324(N)    071 24 47.46837(W)     ADJUSTED  
 LW5266* NAVD 88     -        91.272  (meters)     299.45   (feet)  ADJUSTED  
 LW5266  ___________________________________________________________________
 LW5266  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 LW5266  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LW5266  DYNAMIC HT  -          91.245 (meters)     299.36  (feet)  COMP
 LW5266  MODELED GRAV-     980,322.7   (mgal)                       NAVD 88
 LW5266
 LW5266  HORZ ORDER  -  SECOND
 LW5266  VERT ORDER  -  SECOND    CLASS II
 LW5266
 LW5266.The horizontal coordinates were established by classical geodetic methods
 LW5266.and adjusted by the National Geodetic Survey in August 1998..
 LW5266
 LW5266.The orthometric height was determined by differential leveling
 LW5266.and adjusted by the National Geodetic Survey in June 1991..
 LW5266
 LW5266.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5266
 LW5266.The geoid height was determined by GEOID03.
 LW5266
 LW5266.The dynamic height is computed by dividing the NAVD 88
 LW5266.geopotential number by the normal gravity value computed on the
 LW5266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5266.degrees latitude (g = 980.6199 gals.).
 LW5266
 LW5266.The modeled gravity was interpolated from observed gravity values.
 LW5266
 LW5266;                    North         East     Units Scale Factor Converg.
 LW5266;SPC RI       -    96,344.922   107,198.130   MT  0.99999439   +0 03 28.9
 LW5266;SPC RI       -   316,091.63    351,699.20   sFT  0.99999439   +0 03 28.9
 LW5266;SPC MA M     -   855,605.947   207,197.986   MT  0.99997401   +0 03 29.9
 LW5266;SPC MA M     - 2,807,100.51    679,782.06   sFT  0.99997401   +0 03 29.9
 LW5266;UTM  19      - 4,647,127.907   299,985.372   MT  1.00009230   -1 36 49.4
 LW5266
 LW5266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5266!SPC RI       -   0.99999027  x   0.99999439  =   0.99998466
 LW5266!SPC MA M     -   0.99999027  x   0.99997401  =   0.99996428
 LW5266!UTM  19      -   0.99999027  x   1.00009230  =   1.00008257
 LW5266
 LW5266                          SUPERSEDED SURVEY CONTROL
 LW5266
 LW5266  NAD 83(1996)-  41 57 02.80321(N)    071 24 47.46838(W) AD(       ) 2
 LW5266  NAD 83(1992)-  41 57 02.80182(N)    071 24 47.46746(W) AD(       ) 2
 LW5266  NAD 83(1992)-  41 57 02.80179(N)    071 24 47.46747(W) AD(       ) 2
 LW5266  NAD 83(1986)-  41 57 02.80106(N)    071 24 47.46604(W) AD(       ) 2
 LW5266  NGVD 29 (12/24/91)   91.51   (m)          300.2    (f) LEVELING    3  
 LW5266
 LW5266.Superseded values are not recommended for survey control.
 LW5266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5266.See file dsdata.txt to determine how the superseded data were derived.
 LW5266
 LW5266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9998547128(NAD 83)
 LW5266_MARKER: DD = SURVEY DISK
 LW5266_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW5266_SP_SET: WALK
 LW5266_STAMPING: CU 003 1985
 LW5266_MARK LOGO: RIGS  
 LW5266_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5266
 LW5266  HISTORY     - Date     Condition        Report By
 LW5266  HISTORY     - 1985     MONUMENTED       RIGS
 LW5266  HISTORY     - 1985     GOOD             RIGS
 LW5266
 LW5266                          STATION DESCRIPTION
 LW5266
 LW5266'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5266'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI)
 LW5266'NORTHEAST OF ASHTON CENTER.
 LW5266'OWNERSHIP--STATE RIGHT OF WAY.
 LW5266'
 LW5266'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 114 AND
 LW5266'INTERSTATE 295, GO SOUTH FOR 0.8 KM (0.5 MI) ON 295 TO THE LEIGH
 LW5266'ROAD BRIDGE AND THE STATION ON THE LEFT.
 LW5266'
 LW5266'THE STATION IS A STANDARD RIGS DISK
 LW5266'STAMPED---CU003 1985---,
 LW5266'SET INTO A DRILL HOLE IN THE NARROW CONCRETE WALK AT THE LEIGH ROAD
 LW5266'BRIDGE.
 LW5266'17.0 METERS (56.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE
 LW5266'NORTHWEST ENDWALL OF THE BRIDGE,
 LW5266'8.85 METERS (29.0 FT) SOUTH FROM THE CENTERLINE OF INTERSTATE 295
 LW5266'NORTHBOUND,
 LW5266'0.25 METERS (0.8 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF
 LW5266'THE SOUTHWEST ENDWALL OF THE BRIDGE.
 LW5266'
 LW5266'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5266
 LW5266                          STATION RECOVERY (1985)
 LW5266
 LW5266'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5266'1.9 KM (1.2 MI) NE FROM ASHTON CENTER.
 LW5266'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI) NORTHEAST OF ASHTON
 LW5266'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5266'THE INTERSECTION OF STATE HIGHWAY 114 AND INTERSTATE 295, GO SOUTH
 LW5266'FOR 0.8 KM (0.5 MI) ON 295 TO THE LEIGH ROAD BRIDGE AND THE STATION
 LW5266'ON THE LEFT.  THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL
 LW5266'HOLE IN THE NARROW CONCRETE WALK AT THE LEIGH ROAD BRIDGE.  17.0
 LW5266'METERS (56.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE NORTHWEST
 LW5266'ENDWALL OF THE BRIDGE, 8.85 METERS (29.0 FT) SOUTH FROM THE
 LW5266'CENTERLINE OF INTERSTATE 295 NORTHBOUND, 0.25 METERS (0.8 FT)
 LW5266'NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF THE SOUTHWEST ENDWALL OF
 LW5266'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5264 ***********************************************************************
 LW5264  DESIGNATION -  CU 004
 LW5264  PID         -  LW5264
 LW5264  STATE/COUNTY-  RI/PROVIDENCE
 LW5264  USGS QUAD   -  PAWTUCKET (1975)
 LW5264
 LW5264                         *CURRENT SURVEY CONTROL
 LW5264  ___________________________________________________________________
 LW5264* NAD 83(1996)-  41 56 53.95488(N)    071 25 48.88778(W)     ADJUSTED  
 LW5264* NAVD 88     -        57.072  (meters)     187.24   (feet)  ADJUSTED  
 LW5264  ___________________________________________________________________
 LW5264  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 LW5264  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LW5264  DYNAMIC HT  -          57.055 (meters)     187.19  (feet)  COMP
 LW5264  MODELED GRAV-     980,320.7   (mgal)                       NAVD 88
 LW5264
 LW5264  HORZ ORDER  -  SECOND
 LW5264  VERT ORDER  -  SECOND    CLASS II
 LW5264
 LW5264.The horizontal coordinates were established by classical geodetic methods
 LW5264.and adjusted by the National Geodetic Survey in August 1998..
 LW5264
 LW5264.The orthometric height was determined by differential leveling
 LW5264.and adjusted by the National Geodetic Survey in June 1991..
 LW5264
 LW5264.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5264
 LW5264.The geoid height was determined by GEOID03.
 LW5264
 LW5264.The dynamic height is computed by dividing the NAVD 88
 LW5264.geopotential number by the normal gravity value computed on the
 LW5264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5264.degrees latitude (g = 980.6199 gals.).
 LW5264
 LW5264.The modeled gravity was interpolated from observed gravity values.
 LW5264
 LW5264;                    North         East     Units Scale Factor Converg.
 LW5264;SPC RI       -    96,070.629   105,783.760   MT  0.99999416   +0 02 47.9
 LW5264;SPC RI       -   315,191.72    347,058.89   sFT  0.99999416   +0 02 47.9
 LW5264;SPC MA M     -   855,331.654   205,783.646   MT  0.99997420   +0 02 48.7
 LW5264;SPC MA M     - 2,806,200.60    675,141.85   sFT  0.99997420   +0 02 48.7
 LW5264;UTM  19      - 4,646,894.969   298,563.457   MT  1.00009932   -1 37 30.2
 LW5264
 LW5264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5264!SPC RI       -   0.99999564  x   0.99999416  =   0.99998980
 LW5264!SPC MA M     -   0.99999564  x   0.99997420  =   0.99996984
 LW5264!UTM  19      -   0.99999564  x   1.00009932  =   1.00009496
 LW5264
 LW5264                          SUPERSEDED SURVEY CONTROL
 LW5264
 LW5264  NAD 83(1996)-  41 56 53.95485(N)    071 25 48.88778(W) AD(       ) 2
 LW5264  NAD 83(1992)-  41 56 53.95346(N)    071 25 48.88686(W) AD(       ) 2
 LW5264  NAD 83(1992)-  41 56 53.95344(N)    071 25 48.88687(W) AD(       ) 2
 LW5264  NAD 83(1986)-  41 56 53.95248(N)    071 25 48.88585(W) AD(       ) 2
 LW5264  NGVD 29 (12/24/91)   57.31   (m)          188.0    (f) LEVELING    3  
 LW5264
 LW5264.Superseded values are not recommended for survey control.
 LW5264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5264.See file dsdata.txt to determine how the superseded data were derived.
 LW5264
 LW5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9856346895(NAD 83)
 LW5264_MARKER: DD = SURVEY DISK
 LW5264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5264_SP_SET: CONCRETE POST
 LW5264_STAMPING: CU 004 1985
 LW5264_MARK LOGO: RIGS  
 LW5264_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5264+STABILITY: SURFACE MOTION
 LW5264
 LW5264  HISTORY     - Date     Condition        Report By
 LW5264  HISTORY     - 1985     MONUMENTED       RIGS
 LW5264  HISTORY     - 1985     GOOD             RIGS
 LW5264
 LW5264                          STATION DESCRIPTION
 LW5264
 LW5264'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5264'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI)
 LW5264'NORTH OF ASHTON CENTER.
 LW5264'OWNERSHIP--STATE RIGHT OF WAY.
 LW5264'
 LW5264'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 114 AND
 LW5264'INTERSTATE 295, GO SOUTH FOR 2.3 KM (1.4 MI) ON 295 TO THE STATION
 LW5264'ON THE RIGHT.
 LW5264'
 LW5264'THE STATION IS A STANDARD RIGS DISK
 LW5264'STAMPED---CU 004 1985---,
 LW5264'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5264'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5264'32.6 METERS (107.0 FT) WEST-SOUTHWEST FROM A FOUR FOOT HIGH
 LW5264'TENNESSEE GAS HIGH PRESSURE PIPELINE MARKER,
 LW5264'32.0 METERS (105.0 FT) EAST-NORTHEAST FROM A SQUARE DROP INLET AT
 LW5264'THE HIGHWAY 295 CURBLINE,
 LW5264'9.9 METERS (32.5 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THREE
 LW5264'LANES OF INTERSTATE 295 SOUTHBOUND,
 LW5264'1.5 METERS (5.0 FT) EAST-NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5264'
 LW5264'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5264
 LW5264                          STATION RECOVERY (1985)
 LW5264
 LW5264'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5264'1.3 KM (0.8 MI) NORTH FROM ASHTON CENTER.
 LW5264'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) NORTH OF ASHTON CENTER.
 LW5264'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5264'INTERSECTION OF STATE HIGHWAY 114 AND INTERSTATE 295, GO SOUTH FOR
 LW5264'2.3 KM (1.4 MI) ON 295 TO THE STATION ON THE RIGHT.  THE STATION IS A
 LW5264'STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW5264'CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 32.6 METERS (107.0 FT)
 LW5264'WEST-SOUTHWEST FROM A FOUR FOOT HIGH TENNESSEE GAS HIGH PRESSURE
 LW5264'PIPELINE MARKER, 32.0 METERS (105.0 FT) EAST-NORTHEAST FROM A SQUARE
 LW5264'DROP INLET AT THE HIGHWAY 295 CURBLINE, 9.9 METERS (32.5 FT)
 LW5264'NORTH-NORTHWEST FROM THE CENTERLINE OF THREE LANES OF INTERSTATE 295
 LW5264'SOUTHBOUND, 1.5 METERS (5.0 FT) EAST-NORTHEAST FROM A FIBERGLASS
 LW5264'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5268 ***********************************************************************
 LW5268  DESIGNATION -  CU 005
 LW5268  PID         -  LW5268
 LW5268  STATE/COUNTY-  RI/PROVIDENCE
 LW5268  USGS QUAD   -  PAWTUCKET (1975)
 LW5268
 LW5268                         *CURRENT SURVEY CONTROL
 LW5268  ___________________________________________________________________
 LW5268* NAD 83(1996)-  41 57 05.34082(N)    071 23 38.38039(W)     ADJUSTED  
 LW5268* NAVD 88     -        61.655  (meters)     202.28   (feet)  ADJUSTED  
 LW5268  ___________________________________________________________________
 LW5268  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LW5268  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LW5268  DYNAMIC HT  -          61.637 (meters)     202.22  (feet)  COMP
 LW5268  MODELED GRAV-     980,324.4   (mgal)                       NAVD 88
 LW5268
 LW5268  HORZ ORDER  -  SECOND
 LW5268  VERT ORDER  -  SECOND    CLASS II
 LW5268
 LW5268.The horizontal coordinates were established by classical geodetic methods
 LW5268.and adjusted by the National Geodetic Survey in August 1998..
 LW5268
 LW5268.The orthometric height was determined by differential leveling
 LW5268.and adjusted by the National Geodetic Survey in June 1991..
 LW5268
 LW5268.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5268
 LW5268.The geoid height was determined by GEOID03.
 LW5268
 LW5268.The dynamic height is computed by dividing the NAVD 88
 LW5268.geopotential number by the normal gravity value computed on the
 LW5268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5268.degrees latitude (g = 980.6199 gals.).
 LW5268
 LW5268.The modeled gravity was interpolated from observed gravity values.
 LW5268
 LW5268;                    North         East     Units Scale Factor Converg.
 LW5268;SPC RI       -    96,425.004   108,789.246   MT  0.99999470   +0 04 15.1
 LW5268;SPC RI       -   316,354.37    356,919.38   sFT  0.99999470   +0 04 15.1
 LW5268;SPC MA M     -   855,686.036   208,789.069   MT  0.99997396   +0 04 16.3
 LW5268;SPC MA M     - 2,807,363.27    685,002.14   sFT  0.99997396   +0 04 16.3
 LW5268;UTM  19      - 4,647,161.540   301,578.296   MT  1.00008449   -1 36 03.3
 LW5268
 LW5268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5268!SPC RI       -   0.99999491  x   0.99999470  =   0.99998961
 LW5268!SPC MA M     -   0.99999491  x   0.99997396  =   0.99996887
 LW5268!UTM  19      -   0.99999491  x   1.00008449  =   1.00007940
 LW5268
 LW5268                          SUPERSEDED SURVEY CONTROL
 LW5268
 LW5268  NAD 83(1996)-  41 57 05.34080(N)    071 23 38.38040(W) AD(       ) 2
 LW5268  NAD 83(1992)-  41 57 05.33938(N)    071 23 38.37948(W) AD(       ) 2
 LW5268  NAD 83(1992)-  41 57 05.33936(N)    071 23 38.37948(W) AD(       ) 2
 LW5268  NAD 83(1986)-  41 57 05.33895(N)    071 23 38.37760(W) AD(       ) 2
 LW5268  NGVD 29 (12/24/91)   61.89   (m)          203.1    (f) LEVELING    3  
 LW5268
 LW5268.Superseded values are not recommended for survey control.
 LW5268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5268.See file dsdata.txt to determine how the superseded data were derived.
 LW5268
 LW5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0157847162(NAD 83)
 LW5268_MARKER: DD = SURVEY DISK
 LW5268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5268_SP_SET: CONCRETE POST
 LW5268_STAMPING: CU 005 1985
 LW5268_MARK LOGO: RIGS  
 LW5268_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5268+STABILITY: SURFACE MOTION
 LW5268
 LW5268  HISTORY     - Date     Condition        Report By
 LW5268  HISTORY     - 1985     MONUMENTED       RIGS
 LW5268  HISTORY     - 1985     GOOD             RIGS
 LW5268
 LW5268                          STATION DESCRIPTION
 LW5268
 LW5268'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5268'THE STATION IS LOCATED ABOUT 3.3 KM (2.05 MI)
 LW5268'NORTHEAST OF ASHTON CENTER.
 LW5268'OWNERSHIP--STATE RIGHT OF WAY.
 LW5268'
 LW5268'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 114 AND
 LW5268'INTERSTATE HIGHWAY 295, GO NORTH FOR 0.7 KM (0.45 MI) ON 295 TO THE
 LW5268'STATION ON THE LEFT.
 LW5268'
 LW5268'THE STATION IS A STANDARD RIGS DISK
 LW5268'STAMPED---CU 005 1985---,
 LW5268'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5268'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5268'19.2 METERS (63.0 FT) NORTH FROM THE CENTERLINE OF INTERSTATE
 LW5268'HIGHWAY 295 NORTHBOUND,
 LW5268'9.5 METERS (31.0 FT) SOUTH FROM THE CENTERLINE OF 295 SOUTHBOUND,
 LW5268'2.0 METERS (6.5 FT) EAST FROM A FIBERGLASS WITNESS POST.
 LW5268'
 LW5268'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5268
 LW5268                          STATION RECOVERY (1985)
 LW5268
 LW5268'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5268'3.3 KM (2.05 MI) NE FROM ASHTON CENTER.
 LW5268'THE STATION IS LOCATED ABOUT 3.3 KM (2.05 MI) NORTHEAST OF ASHTON
 LW5268'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5268'THE INTERSECTION OF STATE HIGHWAY 114 AND INTERSTATE HIGHWAY 295, GO
 LW5268'NORTH FOR 0.7 KM (0.45 MI) ON 295 TO THE STATION ON THE LEFT.  THE
 LW5268'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW5268'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 19.2 METERS
 LW5268'(63.0 FT) NORTH FROM THE CENTERLINE OF INTERSTATE HIGHWAY 295
 LW5268'NORTHBOUND, 9.5 METERS (31.0 FT) SOUTH FROM THE CENTERLINE OF 295
 LW5268'SOUTHBOUND, 2.0 METERS (6.5 FT) EAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5269 ***********************************************************************
 LW5269  DESIGNATION -  CU 006
 LW5269  PID         -  LW5269
 LW5269  STATE/COUNTY-  RI/PROVIDENCE
 LW5269  USGS QUAD   -  PAWTUCKET (1975)
 LW5269
 LW5269                         *CURRENT SURVEY CONTROL
 LW5269  ___________________________________________________________________
 LW5269* NAD 83(1996)-  41 57 11.92479(N)    071 22 53.82838(W)     ADJUSTED  
 LW5269* NAVD 88     -        40.088  (meters)     131.52   (feet)  ADJUSTED  
 LW5269  ___________________________________________________________________
 LW5269  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 LW5269  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LW5269  DYNAMIC HT  -          40.076 (meters)     131.48  (feet)  COMP
 LW5269  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 LW5269
 LW5269  HORZ ORDER  -  SECOND
 LW5269  VERT ORDER  -  SECOND    CLASS II
 LW5269
 LW5269.The horizontal coordinates were established by classical geodetic methods
 LW5269.and adjusted by the National Geodetic Survey in August 1998..
 LW5269
 LW5269.The orthometric height was determined by differential leveling
 LW5269.and adjusted by the National Geodetic Survey in June 1991..
 LW5269
 LW5269.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5269
 LW5269.The geoid height was determined by GEOID03.
 LW5269
 LW5269.The dynamic height is computed by dividing the NAVD 88
 LW5269.geopotential number by the normal gravity value computed on the
 LW5269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5269.degrees latitude (g = 980.6199 gals.).
 LW5269
 LW5269.The modeled gravity was interpolated from observed gravity values.
 LW5269
 LW5269;                    North         East     Units Scale Factor Converg.
 LW5269;SPC RI       -    96,629.484   109,815.062   MT  0.99999493   +0 04 44.9
 LW5269;SPC RI       -   317,025.23    360,284.92   sFT  0.99999493   +0 04 44.9
 LW5269;SPC MA M     -   855,890.519   209,814.862   MT  0.99997382   +0 04 46.3
 LW5269;SPC MA M     - 2,808,034.14    688,367.59   sFT  0.99997382   +0 04 46.3
 LW5269;UTM  19      - 4,647,336.020   302,609.731   MT  1.00007946   -1 35 33.7
 LW5269
 LW5269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5269!SPC RI       -   0.99999829  x   0.99999493  =   0.99999322
 LW5269!SPC MA M     -   0.99999829  x   0.99997382  =   0.99997211
 LW5269!UTM  19      -   0.99999829  x   1.00007946  =   1.00007775
 LW5269
 LW5269                          SUPERSEDED SURVEY CONTROL
 LW5269
 LW5269  NAD 83(1996)-  41 57 11.92479(N)    071 22 53.82839(W) AD(       ) 2
 LW5269  NAD 83(1992)-  41 57 11.92333(N)    071 22 53.82747(W) AD(       ) 2
 LW5269  NAD 83(1992)-  41 57 11.92332(N)    071 22 53.82747(W) AD(       ) 2
 LW5269  NAD 83(1986)-  41 57 11.92318(N)    071 22 53.82546(W) AD(       ) 2
 LW5269  NGVD 29 (12/24/91)   40.32   (m)          132.3    (f) LEVELING    3  
 LW5269
 LW5269.Superseded values are not recommended for survey control.
 LW5269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5269.See file dsdata.txt to determine how the superseded data were derived.
 LW5269
 LW5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0261047336(NAD 83)
 LW5269_MARKER: DD = SURVEY DISK
 LW5269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5269_SP_SET: CONCRETE POST
 LW5269_STAMPING: CU 006 1985
 LW5269_MARK LOGO: RIGS  
 LW5269_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5269+STABILITY: SURFACE MOTION
 LW5269
 LW5269  HISTORY     - Date     Condition        Report By
 LW5269  HISTORY     - 1985     MONUMENTED       RIGS
 LW5269  HISTORY     - 1985     GOOD             RIGS
 LW5269
 LW5269                          STATION DESCRIPTION
 LW5269
 LW5269'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5269'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI)
 LW5269'EAST-NORTHEAST OF ASHTON CENTER.
 LW5269'OWNERSHIP--STATE RIGHT OF WAY.
 LW5269'
 LW5269'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 114 AND
 LW5269'INTERSTATE 295, GO NORTH FOR 1.8 KM (1.1 MI) ON 295 TO THE RHODE
 LW5269'ISLAND AND MASSACHUSSETTS LINE AND THE STATION ON THE LEFT.
 LW5269'
 LW5269'THE STATION IS A STANDARD RIGS DISK
 LW5269'STAMPED---CU 006 1985---,
 LW5269'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5269'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5269'19.9 METERS (65.5 FT) NORTHWEST FROM A RHODE ISLAND AND
 LW5269'MASSACHUSSETTS STATE LINE MONUMENT INTERSTATE 295 STATION
 LW5269'1396+86.69,
 LW5269'15.8 METERS (34.0 FT) NORTH FROM THE CENTERLILNE OF 295 SOUTH,
 LW5269'5.8 METERS (19.0 FT) NORTHWEST FROM THE FACE OF AN ALUMINUM SIGN
 LW5269'POLE,
 LW5269'1.0 METERS (3.4 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5269'
 LW5269'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5269
 LW5269                          STATION RECOVERY (1985)
 LW5269
 LW5269'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5269'4.3 KM (2.7 MI) ENE FROM ASHTON CENTER.
 LW5269'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) EAST-NORTHEAST OF ASHTON
 LW5269'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5269'THE INTERSECTION OF STATE HIGHWAY 114 AND INTERSTATE 295, GO NORTH
 LW5269'FOR 1.8 KM (1.1 MI) ON 295 TO THE RHODE ISLAND AND MASSACHUSSETTS
 LW5269'LINE AND THE STATION ON THE LEFT.  THE STATION IS A STANDARD RIGS
 LW5269'DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW5269'FLUSH WITH GROUND.  LOCATED 19.9 METERS (65.5 FT) NORTHWEST FROM A
 LW5269'RHODE ISLAND AND MASSACHUSSETTS STATE LINE MONUMENT INTERSTATE 295
 LW5269'STATION 1396+86.69, 15.8 METERS (34.0 FT) NORTH FROM THE CENTERLILNE
 LW5269'OF 295 SOUTH, 5.8 METERS (19.0 FT) NORTHWEST FROM THE FACE OF AN
 LW5269'ALUMINUM SIGN POLE, 1.0 METERS (3.4 FT) SOUTH-SOUTHWEST FROM A
 LW5269'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2741 ***********************************************************************
 LW2741  DESIGNATION -  CUMBERLAND
 LW2741  PID         -  LW2741
 LW2741  STATE/COUNTY-  RI/PROVIDENCE
 LW2741  USGS QUAD   -  PAWTUCKET (1975)
 LW2741
 LW2741                         *CURRENT SURVEY CONTROL
 LW2741  ___________________________________________________________________
 LW2741* NAD 83(1996)-  41 55 39.83346(N)    071 23 33.78118(W)     ADJUSTED  
 LW2741* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 LW2741  ___________________________________________________________________
 LW2741  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 LW2741  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LW2741
 LW2741  HORZ ORDER  -  THIRD
 LW2741
 LW2741.The horizontal coordinates were established by classical geodetic methods
 LW2741.and adjusted by the National Geodetic Survey in August 1998..
 LW2741
 LW2741.The orthometric height was scaled from a topographic map.
 LW2741
 LW2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2741
 LW2741.The geoid height was determined by GEOID03.
 LW2741
 LW2741;                    North         East     Units Scale Factor Converg.
 LW2741;SPC RI       -    93,786.962   108,898.474   MT  0.99999472   +0 04 18.1
 LW2741;SPC RI       -   307,699.39    357,277.74   sFT  0.99999472   +0 04 18.1
 LW2741;UTM  19      - 4,644,521.197   301,610.537   MT  1.00008433   -1 35 57.5
 LW2741
 LW2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2741!SPC RI       -   0.99998894  x   0.99999472  =   0.99998366
 LW2741!UTM  19      -   0.99998894  x   1.00008433  =   1.00007327
 LW2741
 LW2741:                Primary Azimuth Mark                     Grid Az
 LW2741:SPC RI       -  NORTH ATTLEBORO WATER WORKS              037 26 56.3
 LW2741:UTM  19      -  NORTH ATTLEBORO WATER WORKS              039 07 11.9
 LW2741
 LW2741|---------------------------------------------------------------------|
 LW2741| PID    Reference Object                     Distance      Geod. Az  |
 LW2741|                                                           dddmmss.s |
 LW2741| LW2592 NORTH ATTLEBORO WATER WORKS         APPROX. 9.6 KM 0373114.4 |
 LW2741|---------------------------------------------------------------------|
 LW2741
 LW2741                          SUPERSEDED SURVEY CONTROL
 LW2741
 LW2741  NAD 83(1996)-  41 55 39.83346(N)    071 23 33.78118(W) AD(       ) 4
 LW2741  NAD 83(1992)-  41 55 39.83209(N)    071 23 33.78027(W) AD(       ) 4
 LW2741  NAD 83(1992)-  41 55 39.83209(N)    071 23 33.78027(W) AD(       ) 4
 LW2741  NAD 83(1986)-  41 55 39.83126(N)    071 23 33.77699(W) AD(       ) 4
 LW2741  NAD 27      -  41 55 39.47100(N)    071 23 35.57000(W) AD(       ) 3
 LW2741
 LW2741.Superseded values are not recommended for survey control.
 LW2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2741.See file dsdata.txt to determine how the superseded data were derived.
 LW2741
 LW2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0161144521(NAD 83)
 LW2741
 LW2741  HISTORY     - Date     Condition        Report By
 LW2741  HISTORY     - 1889     MONUMENTED       CGS
 LW2741  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2741  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2741
 LW2741                          STATION DESCRIPTION
 LW2741
 LW2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (CHV)
 LW2741'STATION IS ABOUT 150 METERS E OF THE SUMMIT OF A HIGH, FLAT-TOPPED
 LW2741'HILL LOCATED ABOUT 2-1/2 MILES N OF CENTRAL FALLS, 1 MILE NE BY E
 LW2741'OF LONSDALE, 1-1/2 MILES E BY S OF BERKELEY, 1/2 MILE W OF THE
 LW2741'MASSACHUSETTS AND RHODE ISLAND BOUNDARY, AND 1/3 MILE E OF THE
 LW2741'ROAD FROM LONSDALE TO ARNOLD MILLS.  TWO DRILLED HOLES IN ROCKS
 LW2741'ARE, RESPECTIVELY, 1.395 METERS (4.577 FEET) TO THE
 LW2741'SOUTHWESTWARD AND 0.435 METER (1.427 FEET) TO THE SOUTHEASTWARD
 LW2741'OF THE STATION POINT WHICH IS NOT OTHERWISE MARKED.
 LW2741
 LW2741                          STATION RECOVERY (1934)
 LW2741
 LW2741'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2741'STATION LOCATION IS NOW IN HEAVY WOODS.  UNFOUND.  HAS LITTLE
 LW2741'VALUE AT PRESENT.
 LW2741
 LW2741                          STATION RECOVERY (1935)
 LW2741
 LW2741'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2741'FOUND NO DRILL HOLES AS MENTIONED IN THE DESCRIPTION.  A SON OF
 LW2741'THE MAN WHO LIVES ON THE SUMMIT OF THIS HILL TOLD ME THAT HIS
 LW2741'FATHER HAD BLASTED A STONE WITH TWO DRILL HOLES IN IT.  THERE
 LW2741'ARE MANY ROCKS LEFT ON THIS SUMMIT, BUT NONE SHOW DRILL HOLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2760 ***********************************************************************
 LW2760  DESIGNATION -  CUMBERLAND HILL WATER CO SPIPE
 LW2760  PID         -  LW2760
 LW2760  STATE/COUNTY-  RI/PROVIDENCE
 LW2760  USGS QUAD   -  PAWTUCKET (1975)
 LW2760
 LW2760                         *CURRENT SURVEY CONTROL
 LW2760  ___________________________________________________________________
 LW2760* NAD 83(1996)-  41 58 37.72258(N)    071 27 22.18173(W)     ADJUSTED  
 LW2760* NAVD 88     -                                                        
 LW2760  ___________________________________________________________________
 LW2760  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 LW2760  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LW2760
 LW2760  HORZ ORDER  -  THIRD
 LW2760
 LW2760.The horizontal coordinates were established by classical geodetic methods
 LW2760.and adjusted by the National Geodetic Survey in August 1998..
 LW2760
 LW2760
 LW2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2760
 LW2760.The geoid height was determined by GEOID03.
 LW2760
 LW2760;                    North         East     Units Scale Factor Converg.
 LW2760;SPC RI       -    99,270.781   103,633.322   MT  0.99999391   +0 01 45.6
 LW2760;SPC RI       -   325,690.89    340,003.66   sFT  0.99999391   +0 01 45.6
 LW2760;SPC MA M     -   858,531.732   203,633.243   MT  0.99997212   +0 01 46.0
 LW2760;SPC MA M     - 2,816,699.52    668,086.73   sFT  0.99997212   +0 01 46.0
 LW2760;UTM  19      - 4,650,156.869   296,507.091   MT  1.00010957   -1 38 36.0
 LW2760
 LW2760                          SUPERSEDED SURVEY CONTROL
 LW2760
 LW2760  NAD 83(1996)-  41 58 37.72253(N)    071 27 22.18173(W) AD(       ) 4
 LW2760  NAD 83(1992)-  41 58 37.72120(N)    071 27 22.18071(W) AD(       ) 4
 LW2760  NAD 83(1992)-  41 58 37.72116(N)    071 27 22.18074(W) AD(       ) 4
 LW2760  NAD 83(1986)-  41 58 37.72185(N)    071 27 22.17812(W) AD(       ) 4
 LW2760  NAD 27      -  41 58 37.36688(N)    071 27 23.96355(W) AD(       ) 3
 LW2760
 LW2760.Superseded values are not recommended for survey control.
 LW2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2760.See file dsdata.txt to determine how the superseded data were derived.
 LW2760
 LW2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9650750157(NAD 83)
 LW2760_MARKER: 52 = STANDPIPE TANK
 LW2760_SETTING: 0 = UNSPECIFIED SETTING
 LW2760
 LW2760  HISTORY     - Date     Condition        Report By
 LW2760  HISTORY     - 1937     FIRST OBSERVED   CTGS
 LW2760  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2760  HISTORY     - 1987     GOOD             RIGS
 LW2760
 LW2760                          STATION DESCRIPTION
 LW2760
 LW2760'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW2760'THE ALUMINUM PAINTED STEEL STANDPIPE IS SITUATED ABOUT 500 FEET
 LW2760'NORTHEAST OF ROUTE 122 ON THE SMOKE HILL ROAD.  IT IS A WATER
 LW2760'TANK ABOUT 140 FEET HIGH, AND 25 FEET IN DIAMETER AND IT IS OWNED
 LW2760'BY THE CUMBERLAND HILL WATER CO.  THE POINT OBSERVED ON WAS THE
 LW2760'CENTER OF THE TANK AT THE TOP.  IT WAS OBSERVED FROM BEACONPOLE
 LW2760'(V.G.), CHOPMIST, HERRING, AND SPENCER 2.
 LW2760
 LW2760                          STATION RECOVERY (1968)
 LW2760
 LW2760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2760'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2760
 LW2760                          STATION RECOVERY (1987)
 LW2760
 LW2760'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2760'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2760'
 LW2760'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2759 ***********************************************************************
 LW2759  DESIGNATION -  CUMBERLAND TOWN TANK
 LW2759  PID         -  LW2759
 LW2759  STATE/COUNTY-  RI/PROVIDENCE
 LW2759  USGS QUAD   -  PAWTUCKET (1975)
 LW2759
 LW2759                         *CURRENT SURVEY CONTROL
 LW2759  ___________________________________________________________________
 LW2759* NAD 83(1996)-  41 57 56.02803(N)    071 24 11.92013(W)     ADJUSTED  
 LW2759* NAVD 88     -                                                        
 LW2759  ___________________________________________________________________
 LW2759  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 LW2759  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LW2759
 LW2759  HORZ ORDER  -  THIRD
 LW2759
 LW2759.The horizontal coordinates were established by classical geodetic methods
 LW2759.and adjusted by the National Geodetic Survey in August 1998..
 LW2759
 LW2759
 LW2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2759
 LW2759.The geoid height was determined by GEOID03.
 LW2759
 LW2759;                    North         East     Units Scale Factor Converg.
 LW2759;SPC RI       -    97,987.957   108,015.013   MT  0.99999454   +0 03 52.8
 LW2759;SPC RI       -   321,482.16    354,379.26   sFT  0.99999454   +0 03 52.8
 LW2759;SPC MA M     -   857,248.952   208,014.844   MT  0.99997292   +0 03 53.8
 LW2759;SPC MA M     - 2,812,490.94    682,462.03   sFT  0.99997292   +0 03 53.8
 LW2759;UTM  19      - 4,648,746.563   300,849.930   MT  1.00008805   -1 36 27.3
 LW2759
 LW2759                          SUPERSEDED SURVEY CONTROL
 LW2759
 LW2759  NAD 83(1996)-  41 57 56.02803(N)    071 24 11.92017(W) AD(       ) 4
 LW2759  NAD 83(1992)-  41 57 56.02660(N)    071 24 11.91916(W) AD(       ) 4
 LW2759  NAD 83(1992)-  41 57 56.02659(N)    071 24 11.91920(W) AD(       ) 4
 LW2759  NAD 83(1986)-  41 57 56.02052(N)    071 24 11.91377(W) AD(       ) 4
 LW2759  NAD 27      -  41 57 55.66413(N)    071 24 13.70554(W) AD(       ) 3
 LW2759
 LW2759.Superseded values are not recommended for survey control.
 LW2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2759.See file dsdata.txt to determine how the superseded data were derived.
 LW2759
 LW2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0085048747(NAD 83)
 LW2759_MARKER: 51 = TANK
 LW2759_SETTING: 0 = UNSPECIFIED SETTING
 LW2759
 LW2759  HISTORY     - Date     Condition        Report By
 LW2759  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2759  HISTORY     - 1987     GOOD             RIGS
 LW2759
 LW2759                          STATION DESCRIPTION
 LW2759
 LW2759'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2759'THE STATION, CUMBERLAND TOWN WATER TANK, IS THE TOP CENTER OF
 LW2759'THE LARGE SQUATTY, SILVER CYLINDRICAL TANK SUPPORTED BY 10 STEEL
 LW2759'LEGS.  THE TANK IS ABOUT 125 FEET IN HEIGHT WITH THE WORDS
 LW2759'CUMBERLAND, R.I. PAINTED ON THE TANK.
 LW2759'
 LW2759'TO REACH THE STATION FROM THE JUNCTION WHERE STATE HIGHWAY 114
 LW2759'PASSES OVER INTERSTATE 295 (ABOUT 1-1/2 MILES NORTHEAST OF
 LW2759'BERKELY), GO NORTH ON STATE HIGHWAY 114 FOR 1.2 MILES TO THE
 LW2759'STATION ON THE LEFT ABOUT 0.05 MILE WEST OF THE HIGHWAY.
 LW2759
 LW2759                          STATION RECOVERY (1987)
 LW2759
 LW2759'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2759'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2759'
 LW2759'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2223 ***********************************************************************
 LW2223  DESIGNATION -  CUPOLA
 LW2223  PID         -  LW2223
 LW2223  STATE/COUNTY-  RI/NEWPORT
 LW2223  USGS QUAD   -  FALL RIVER (1979)
 LW2223
 LW2223                         *CURRENT SURVEY CONTROL
 LW2223  ___________________________________________________________________
 LW2223* NAD 83(1996)-  41 40 15.30011(N)    071 10 40.73846(W)     ADJUSTED  
 LW2223* NAVD 88     -                                                        
 LW2223  ___________________________________________________________________
 LW2223  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 LW2223  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW2223
 LW2223  HORZ ORDER  -  THIRD
 LW2223
 LW2223.The horizontal coordinates were established by classical geodetic methods
 LW2223.and adjusted by the National Geodetic Survey in August 1998..
 LW2223
 LW2223
 LW2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2223
 LW2223.The geoid height was determined by GEOID03.
 LW2223
 LW2223;                    North         East     Units Scale Factor Converg.
 LW2223;SPC RI       -    65,307.411   126,816.229   MT  1.00000260   +0 12 50.7
 LW2223;SPC RI       -   214,262.73    416,062.91   sFT  1.00000260   +0 12 50.7
 LW2223;SPC MA M     -   824,569.099   226,816.505   MT  1.00000701   +0 12 58.7
 LW2223;SPC MA M     - 2,705,273.79    744,147.15   sFT  1.00000701   +0 12 58.7
 LW2223;UTM  19      - 4,615,531.203   318,693.126   MT  1.00000453   -1 26 54.3
 LW2223
 LW2223                          SUPERSEDED SURVEY CONTROL
 LW2223
 LW2223  NAD 83(1996)-  41 40 15.30011(N)    071 10 40.73845(W) AD(       ) 4
 LW2223  NAD 83(1992)-  41 40 15.29806(N)    071 10 40.73743(W) AD(       ) 4
 LW2223  NAD 83(1992)-  41 40 15.29806(N)    071 10 40.73744(W) AD(       ) 4
 LW2223  NAD 83(1986)-  41 40 15.29780(N)    071 10 40.73694(W) AD(       ) 4
 LW2223  NAD 27      -  41 40 14.92500(N)    071 10 42.58300(W) AD(       ) 3
 LW2223
 LW2223.Superseded values are not recommended for survey control.
 LW2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2223.See file dsdata.txt to determine how the superseded data were derived.
 LW2223
 LW2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1869315531(NAD 83)
 LW2223
 LW2223  HISTORY     - Date     Condition        Report By
 LW2223  HISTORY     - UNK      MONUMENTED
 LW2223  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LW2223
 LW2223                          STATION DESCRIPTION
 LW2223
 LW2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (KTA)
 LW2223'STATION IS LOCATED IN THE MOST NORTHERN SECTION OF THE CITY OF
 LW2223'TIVERTON.  IT IS A LARGE SQUARE GRANITE TOWER WITH A HIGH
 LW2223'TAPERING ROOF, HAVING A RAILING AROUND THE EDGE OF THE FLAT TOP
 LW2223'AND A CLOCK FACE ON EACH SIDE OF THE ROOF.  THE TOWER RISES FROM
 LW2223'THE CENTER OF THE W SIDE OF THE LARGE 5-STORY GRANITE-BLOCK
 LW2223'FACTORY OF THE BOURNE MILLS.  THE FACTORY WAS BUILT IN
 LW2223'1881.  STATION IS NOT VERY PROMINENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2995 ***********************************************************************
 LW2995  DESIGNATION -  CUPOLA
 LW2995  PID         -  LW2995
 LW2995  STATE/COUNTY-  RI/BRISTOL
 LW2995  USGS QUAD   -  
 LW2995
 LW2995                         *CURRENT SURVEY CONTROL
 LW2995  ___________________________________________________________________
 LW2995* NAD 83(1996)-  41 28 32.56985(N)    071 22 29.09330(W)     ADJUSTED  
 LW2995* NAVD 88     -                                                        
 LW2995  ___________________________________________________________________
 LW2995  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 LW2995  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LW2995
 LW2995  HORZ ORDER  -  THIRD
 LW2995
 LW2995.The horizontal coordinates were established by classical geodetic methods
 LW2995.and adjusted by the National Geodetic Survey in August 1998..
 LW2995
 LW2995
 LW2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2995
 LW2995.The geoid height was determined by GEOID03.
 LW2995
 LW2995;                    North         East     Units Scale Factor Converg.
 LW2995;SPC RI       -    43,584.812   110,461.892   MT  0.99999510   +0 04 58.6
 LW2995;SPC RI       -   142,994.50    362,407.06   sFT  0.99999510   +0 04 58.6
 LW2995;UTM  19      - 4,594,290.339   301,715.838   MT  1.00008387   -1 34 23.9
 LW2995
 LW2995                          SUPERSEDED SURVEY CONTROL
 LW2995
 LW2995  NAD 83(1996)-  41 28 32.56934(N)    071 22 29.09249(W) AD(       ) 4
 LW2995  NAD 83(1992)-  41 28 32.56830(N)    071 22 29.09265(W) AD(       ) 4
 LW2995  NAD 83(1992)-  41 28 32.56766(N)    071 22 29.09228(W) AD(       ) 4
 LW2995  NAD 83(1986)-  41 28 32.56762(N)    071 22 29.09030(W) AD(       ) 4
 LW2995  NAD 27      -  41 28 32.19600(N)    071 22 30.89400(W) AD(       ) 3
 LW2995
 LW2995.Superseded values are not recommended for survey control.
 LW2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2995.See file dsdata.txt to determine how the superseded data were derived.
 LW2995
 LW2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0171694290(NAD 83)
 LW2995_MARKER: 86 = CUPOLA
 LW2995
 LW2995  HISTORY     - Date     Condition        Report By
 LW2995  HISTORY     - 1932     FIRST OBSERVED   CGS
 LW2995  HISTORY     - 1954     GOOD             CGS
 LW2995
 LW2995                          STATION DESCRIPTION
 LW2995
 LW2995'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2995'STATION RECOVERED IN GOOD CONDITION.
 LW2995'
 LW2995'THE STATION IS THE PROMINENT SHINGLED CUPOLA ON A LARGE SUMMER
 LW2995'HOME LOCATED ON SOUTHWEST POINT, 1.5 MI. S OF THE
 LW2995'JAMESTOWN-NEWPORT FERRY LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1055 ***********************************************************************
 LW1055  DESIGNATION -  D 1
 LW1055  PID         -  LW1055
 LW1055  STATE/COUNTY-  RI/KENT
 LW1055  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1055
 LW1055                         *CURRENT SURVEY CONTROL
 LW1055  ___________________________________________________________________
 LW1055* NAD 83(1986)-  41 41 55.     (N)    071 38 24.     (W)     SCALED    
 LW1055* NAVD 88     -        95.348  (meters)     312.82   (feet)  ADJUSTED  
 LW1055  ___________________________________________________________________
 LW1055  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW1055  DYNAMIC HT  -          95.315 (meters)     312.71  (feet)  COMP
 LW1055  MODELED GRAV-     980,278.5   (mgal)                       NAVD 88
 LW1055
 LW1055  VERT ORDER  -  FIRST     CLASS II
 LW1055
 LW1055.The horizontal coordinates were scaled from a topographic map and have
 LW1055.an estimated accuracy of +/- 6 seconds.
 LW1055
 LW1055.The orthometric height was determined by differential leveling
 LW1055.and adjusted by the National Geodetic Survey in June 1991..
 LW1055
 LW1055.The geoid height was determined by GEOID03.
 LW1055
 LW1055.The dynamic height is computed by dividing the NAVD 88
 LW1055.geopotential number by the normal gravity value computed on the
 LW1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1055.degrees latitude (g = 980.6199 gals.).
 LW1055
 LW1055.The modeled gravity was interpolated from observed gravity values.
 LW1055
 LW1055;                    North         East    Units  Estimated Accuracy
 LW1055;SPC RI       -    68,340.       88,350.      MT  (+/- 180 meters Scaled)
 LW1055
 LW1055                          SUPERSEDED SURVEY CONTROL
 LW1055
 LW1055  NGVD 29 (??/??/92)   95.592  (m)          313.62   (f) ADJ UNCH    1 2
 LW1055
 LW1055.Superseded values are not recommended for survey control.
 LW1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1055.See file dsdata.txt to determine how the superseded data were derived.
 LW1055
 LW1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG803196(NAD 83)
 LW1055_MARKER: DB = BENCH MARK DISK
 LW1055_SETTING: 80 = SET IN A BOULDER
 LW1055_SP_SET: BOULDER
 LW1055_STAMPING: ELEV 313.621 FT D 1 1923
 LW1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1055+STABILITY: SURFACE MOTION
 LW1055
 LW1055  HISTORY     - Date     Condition        Report By
 LW1055  HISTORY     - 1923     MONUMENTED       CGS
 LW1055  HISTORY     - 1969     GOOD             NGS
 LW1055  HISTORY     - 1988     GOOD             USPSQD
 LW1055
 LW1055                          STATION DESCRIPTION
 LW1055
 LW1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1055'4.1 MI E FROM SUMMIT.
 LW1055'ABOUT 3.7 MILES EAST ALONG STATE HIGHWAY 117 FROM THE JUNCTION
 LW1055'OF STATE HIGHWAY 102 AT SUMMIT, THENCE 0.1 MILE SOUTH ALONG
 LW1055'HILL FARM ROAD, THENCE 0.3 MILE WEST ALONG AN OLD ABANDONED
 LW1055'RAILROAD BED, ABOUT 0.3 MILE WEST OF THE COVENTRY CENTER POST
 LW1055'OFFICE, ABOUT 315 YARDS WEST OF THE WEST END OF THE OLD ABANDONED
 LW1055'RAILROAD BRIDGE OVER STUMP POND OUTLET, SET IN THE TOP OF AN
 LW1055'IMBEDDED BOULDER THAT IS ABOUT 7-BY-6-FOOT AND 2 FEET HIGH AT
 LW1055'THE SOUTHEAST CORNER, 40 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 LW1055'ABANDONED RAILROAD BED, 11 1/2 FEET EAST OF A 36-INCH PINE TREE,
 LW1055'1 FOOT NORTH OF THE SOUTH EDGE OF THE ROCK AND 5 FEET BELOW THE
 LW1055'LEVEL OF THE TRACK BED.
 LW1055
 LW1055                          STATION RECOVERY (1988)
 LW1055
 LW1055'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1130 ***********************************************************************
 LW1130  DESIGNATION -  D 10
 LW1130  PID         -  LW1130
 LW1130  STATE/COUNTY-  RI/PROVIDENCE
 LW1130  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1130
 LW1130                         *CURRENT SURVEY CONTROL
 LW1130  ___________________________________________________________________
 LW1130* NAD 83(1986)-  41 58 43.     (N)    071 34 49.     (W)     SCALED    
 LW1130* NAVD 88     -        78.184  (meters)     256.51   (feet)  ADJUSTED  
 LW1130  ___________________________________________________________________
 LW1130  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LW1130  DYNAMIC HT  -          78.159 (meters)     256.43  (feet)  COMP
 LW1130  MODELED GRAV-     980,295.4   (mgal)                       NAVD 88
 LW1130
 LW1130  VERT ORDER  -  SECOND    CLASS 0
 LW1130
 LW1130.The horizontal coordinates were scaled from a topographic map and have
 LW1130.an estimated accuracy of +/- 6 seconds.
 LW1130
 LW1130.The orthometric height was determined by differential leveling
 LW1130.and adjusted by the National Geodetic Survey in June 1991..
 LW1130
 LW1130.The geoid height was determined by GEOID03.
 LW1130
 LW1130.The dynamic height is computed by dividing the NAVD 88
 LW1130.geopotential number by the normal gravity value computed on the
 LW1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1130.degrees latitude (g = 980.6199 gals.).
 LW1130
 LW1130.The modeled gravity was interpolated from observed gravity values.
 LW1130
 LW1130;                    North         East    Units  Estimated Accuracy
 LW1130;SPC RI       -    99,440.       93,350.      MT  (+/- 180 meters Scaled)
 LW1130
 LW1130                          SUPERSEDED SURVEY CONTROL
 LW1130
 LW1130  NGVD 29 (??/??/92)   78.397  (m)          257.21   (f) ADJ UNCH    2 0
 LW1130
 LW1130.Superseded values are not recommended for survey control.
 LW1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1130.See file dsdata.txt to determine how the superseded data were derived.
 LW1130
 LW1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG862506(NAD 83)
 LW1130_MARKER: DB = BENCH MARK DISK
 LW1130_SETTING: 80 = SET IN A BOULDER
 LW1130_SP_SET: BOULDER
 LW1130_STAMPING: D 10 1958
 LW1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1130+STABILITY: SURFACE MOTION
 LW1130
 LW1130  HISTORY     - Date     Condition        Report By
 LW1130  HISTORY     - 1958     MONUMENTED       CGS
 LW1130
 LW1130                          STATION DESCRIPTION
 LW1130
 LW1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1130'2 MI SW FROM SLATERSVILLE.
 LW1130'1.15 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE INDUSTRIAL
 LW1130'NATIONAL BANK AT SLATERSVILLE, THENCE 0.8 MILES SOUTHWEST ALONG
 LW1130'BLACKTOP ROAD, SET IN THE TOP OF A 3-FOOT BY 3-FOOT EXPOSED
 LW1130'PORTION OF A BOULDER PROJECTING 2 FEET, 135 FEET WEST OF POWER
 LW1130'POLE 114, 136 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 LW1130'ROAD, 175 FEET NORTH OF THE NORTHEAST CORNER OF A LARGE FARM
 LW1130'HOUSE, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0782 ***********************************************************************
 LW0782  DESIGNATION -  D 16
 LW0782  PID         -  LW0782
 LW0782  STATE/COUNTY-  RI/WASHINGTON
 LW0782  USGS QUAD   -  KINGSTON (1975)
 LW0782
 LW0782                         *CURRENT SURVEY CONTROL
 LW0782  ___________________________________________________________________
 LW0782* NAD 83(1986)-  41 27 53.     (N)    071 37 12.     (W)     SCALED    
 LW0782* NAVD 88     -        48.251  (meters)     158.30   (feet)  ADJUSTED  
 LW0782  ___________________________________________________________________
 LW0782  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LW0782  DYNAMIC HT  -          48.234 (meters)     158.25  (feet)  COMP
 LW0782  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 LW0782
 LW0782  VERT ORDER  -  FIRST     CLASS I
 LW0782
 LW0782.The horizontal coordinates were scaled from a topographic map and have
 LW0782.an estimated accuracy of +/- 6 seconds.
 LW0782
 LW0782.The orthometric height was determined by differential leveling
 LW0782.and adjusted by the National Geodetic Survey in June 1991..
 LW0782
 LW0782.The geoid height was determined by GEOID03.
 LW0782
 LW0782.The dynamic height is computed by dividing the NAVD 88
 LW0782.geopotential number by the normal gravity value computed on the
 LW0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0782.degrees latitude (g = 980.6199 gals.).
 LW0782
 LW0782.The modeled gravity was interpolated from observed gravity values.
 LW0782
 LW0782;                    North         East    Units  Estimated Accuracy
 LW0782;SPC RI       -    42,360.       89,980.      MT  (+/- 180 meters Scaled)
 LW0782
 LW0782                          SUPERSEDED SURVEY CONTROL
 LW0782
 LW0782  NGVD 29 (??/??/92)   48.511  (m)          159.16   (f) ADJ UNCH    1 1
 LW0782
 LW0782.Superseded values are not recommended for survey control.
 LW0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0782.See file dsdata.txt to determine how the superseded data were derived.
 LW0782
 LW0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF811936(NAD 83)
 LW0782_MARKER: DB = BENCH MARK DISK
 LW0782_SETTING: 66 = SET IN ROCK OUTCROP
 LW0782_SP_SET: BEDROCK
 LW0782_STAMPING: D 16 1965
 LW0782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0782+STABILITY: POSITION/ELEVATION WELL
 LW0782
 LW0782  HISTORY     - Date     Condition        Report By
 LW0782  HISTORY     - 1965     MONUMENTED       CGS
 LW0782  HISTORY     - 1984     GOOD             USPSQD
 LW0782  HISTORY     - 1987     GOOD             USPSQD
 LW0782  HISTORY     - 1988     GOOD             USPSQD
 LW0782  HISTORY     - 1989     GOOD             USPSQD
 LW0782  HISTORY     - 1990     GOOD             USPSQD
 LW0782  HISTORY     - 19980921 GOOD             USPSQD
 LW0782
 LW0782                          STATION DESCRIPTION
 LW0782
 LW0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0782'1.9 MI NE FROM KENYON.
 LW0782'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 LW0782'OF A BLACK TOP ROAD AT KENYON, IN A TRIANGLE FORMED BY THE
 LW0782'JUNCTION OF A BLACK TOP ROAD LEADING WEST, NEAR THE CENTER OF
 LW0782'A LARGE ROADSIDE PARK, (MIANTONMI GROVE PARK), SET IN THE TOP
 LW0782'OF A 9-BY-6-FOOT BEDROCK WHICH PROJECTS 1 1/2 FEET ABOVE THE
 LW0782'LEVEL OF THE GROUND, 94 1/2 FEET WEST OF THE CENTER LINE OF THE
 LW0782'HIGHWAY, 53 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTH LEG OF THE
 LW0782'ROAD LEADING WEST, 24 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN
 LW0782'OUTDOOR FURNACE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0782
 LW0782                          STATION RECOVERY (1984)
 LW0782
 LW0782'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0782'RECOVERED IN GOOD CONDITION.
 LW0782
 LW0782                          STATION RECOVERY (1987)
 LW0782
 LW0782'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0782'RECOVERED IN GOOD CONDITION.
 LW0782
 LW0782                          STATION RECOVERY (1988)
 LW0782
 LW0782'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0782'RECOVERED IN GOOD CONDITION.
 LW0782
 LW0782                          STATION RECOVERY (1989)
 LW0782
 LW0782'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0782'RECOVERED IN GOOD CONDITION.
 LW0782
 LW0782                          STATION RECOVERY (1990)
 LW0782
 LW0782'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0782'RECOVERED IN GOOD CONDITION.
 LW0782
 LW0782                          STATION RECOVERY (1998)
 LW0782
 LW0782'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0118 ***********************************************************************
 LW0118  DESIGNATION -  D 17
 LW0118  PID         -  LW0118
 LW0118  STATE/COUNTY-  RI/KENT
 LW0118  USGS QUAD   -  EAST GREENWICH (1975)
 LW0118
 LW0118                         *CURRENT SURVEY CONTROL
 LW0118  ___________________________________________________________________
 LW0118* NAD 83(1986)-  41 40 28.     (N)    071 26 53.     (W)     SCALED    
 LW0118* NAVD 88     -         9.602  (meters)      31.50   (feet)  ADJUSTED  
 LW0118  ___________________________________________________________________
 LW0118  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW0118  DYNAMIC HT  -           9.599 (meters)      31.49  (feet)  COMP
 LW0118  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 LW0118
 LW0118  VERT ORDER  -  FIRST     CLASS I
 LW0118
 LW0118.The horizontal coordinates were scaled from a topographic map and have
 LW0118.an estimated accuracy of +/- 6 seconds.
 LW0118
 LW0118.The orthometric height was determined by differential leveling
 LW0118.and adjusted by the National Geodetic Survey in June 1991..
 LW0118
 LW0118.The geoid height was determined by GEOID03.
 LW0118
 LW0118.The dynamic height is computed by dividing the NAVD 88
 LW0118.geopotential number by the normal gravity value computed on the
 LW0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0118.degrees latitude (g = 980.6199 gals.).
 LW0118
 LW0118.The modeled gravity was interpolated from observed gravity values.
 LW0118
 LW0118;                    North         East    Units  Estimated Accuracy
 LW0118;SPC RI       -    65,650.      104,330.      MT  (+/- 180 meters Scaled)
 LW0118
 LW0118                          SUPERSEDED SURVEY CONTROL
 LW0118
 LW0118  NGVD 29 (??/??/92)    9.862  (m)           32.36   (f) ADJ UNCH    1 1
 LW0118
 LW0118.Superseded values are not recommended for survey control.
 LW0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0118.See file dsdata.txt to determine how the superseded data were derived.
 LW0118
 LW0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG962165(NAD 83)
 LW0118_MARKER: DB = BENCH MARK DISK
 LW0118_SETTING: 66 = SET IN ROCK OUTCROP
 LW0118_SP_SET: ROCK LEDGE
 LW0118_STAMPING: D 17 1965
 LW0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0118+STABILITY: POSITION/ELEVATION WELL
 LW0118
 LW0118  HISTORY     - Date     Condition        Report By
 LW0118  HISTORY     - 1965     MONUMENTED       CGS
 LW0118
 LW0118                          STATION DESCRIPTION
 LW0118
 LW0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0118'0.6 MI N FROM EAST GREENWICH.
 LW0118'0.6 MILE NORTH ALONG U.S. HIGHWAY 1 (POST ROAD) FROM THE POST
 LW0118'OFFICE AT EAST GREENWICH, AT THE JUNCTION OF POST ROAD AND
 LW0118'WOLVERSTONE ROAD, SET ON THE TOP OF THE BOTTOM LEDGE OF ROCK
 LW0118'WHICH IS 6 FEET LONG AND 3 FEET WIDE AND PROJECTS OUT OF HIGH
 LW0118'BANK ON NORTH SIDE OF WOLVERSTONE ROAD, 47 FEET WEST OF THE
 LW0118'CENTER LINE OF THE HIGHWAY, 24 FEET NORTH OF THE CENTER LINE OF
 LW0118'WOLVERSTONE ROAD AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1003 ***********************************************************************
 LW1003  DESIGNATION -  D 18
 LW1003  PID         -  LW1003
 LW1003  STATE/COUNTY-  RI/WASHINGTON
 LW1003  USGS QUAD   -  WATCH HILL (1984)
 LW1003
 LW1003                         *CURRENT SURVEY CONTROL
 LW1003  ___________________________________________________________________
 LW1003* NAD 83(1996)-  41 21 00.49315(N)    071 48 23.66232(W)     ADJUSTED  
 LW1003* NAVD 88     -        20.981  (meters)      68.84   (feet)  ADJUSTED  
 LW1003  ___________________________________________________________________
 LW1003  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LW1003  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW1003  DYNAMIC HT  -          20.973 (meters)      68.81  (feet)  COMP
 LW1003  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LW1003
 LW1003  HORZ ORDER  -  SECOND
 LW1003  VERT ORDER  -  FIRST     CLASS I
 LW1003
 LW1003.This mark is at Westerly State Airport (WST)
 LW1003
 LW1003.The horizontal coordinates were established by classical geodetic methods
 LW1003.and adjusted by the National Geodetic Survey in August 1998..
 LW1003
 LW1003.The orthometric height was determined by differential leveling
 LW1003.and adjusted by the National Geodetic Survey in June 1991..
 LW1003
 LW1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1003
 LW1003.The geoid height was determined by GEOID03.
 LW1003
 LW1003.The dynamic height is computed by dividing the NAVD 88
 LW1003.geopotential number by the normal gravity value computed on the
 LW1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1003.degrees latitude (g = 980.6199 gals.).
 LW1003
 LW1003.The modeled gravity was interpolated from observed gravity values.
 LW1003
 LW1003;                    North         East     Units Scale Factor Converg.
 LW1003;SPC RI       -    29,675.869    74,343.561   MT  1.00000185   -0 12 09.1
 LW1003;SPC RI       -    97,361.58    243,908.83   sFT  1.00000185   -0 12 09.1
 LW1003;SPC CT       -   210,226.204   383,751.993   MT  0.99998824   +0 37 32.0
 LW1003;SPC CT       -   689,717.14  1,259,026.33   sFT  0.99998824   +0 37 32.0
 LW1003;UTM  19      - 4,581,427.592   265,204.338   MT  1.00027851   -1 51 18.1
 LW1003
 LW1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1003!SPC RI       -   1.00000151  x   1.00000185  =   1.00000336
 LW1003!SPC CT       -   1.00000151  x   0.99998824  =   0.99998975
 LW1003!UTM  19      -   1.00000151  x   1.00027851  =   1.00028002
 LW1003
 LW1003                          SUPERSEDED SURVEY CONTROL
 LW1003
 LW1003  NAD 83(1992)-  41 21 00.49180(N)    071 48 23.66149(W) AD(       ) 2
 LW1003  NAD 83(1986)-  41 21 00.49092(N)    071 48 23.66344(W) AD(       ) 2
 LW1003  NAD 27      -  41 21 00.13208(N)    071 48 25.41890(W) AD(       ) 2
 LW1003  NGVD 29 (??/??/92)   21.270  (m)           69.78   (f) ADJ UNCH    1 1
 LW1003
 LW1003.Superseded values are not recommended for survey control.
 LW1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1003.See file dsdata.txt to determine how the superseded data were derived.
 LW1003
 LW1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6520481428(NAD 83)
 LW1003_MARKER: DB = BENCH MARK DISK
 LW1003_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LW1003_STAMPING: D 18 1965
 LW1003_MARK LOGO: CGS   
 LW1003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1003+STABILITY: POSITION/ELEVATION WELL
 LW1003
 LW1003  HISTORY     - Date     Condition        Report By
 LW1003  HISTORY     - 1969     MONUMENTED       CGS
 LW1003  HISTORY     - 1969     GOOD             NGS
 LW1003  HISTORY     - 1974     GOOD             NGS
 LW1003  HISTORY     - 1985     GOOD             NGS
 LW1003  HISTORY     - 1988     GOOD             USPSQD
 LW1003  HISTORY     - 1989     GOOD             USPSQD
 LW1003  HISTORY     - 1989     GOOD             USPSQD
 LW1003  HISTORY     - 1990     GOOD             USPSQD
 LW1003
 LW1003                          STATION DESCRIPTION
 LW1003
 LW1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1003'STATION WESTERLY IS LOCATED AT THE WESTERLY STATE AIRPORT,
 LW1003'ABOUT 2 MILES SOUTHEAST OF WESTERLY AND ABOUT 1-1/2
 LW1003'MILES EAST OF THE RHODE ISLAND-CONNECTICUT STATE LINE
 LW1003'ON PROPERTY OWNED BY THE WESTERLY STATE AIRPORT.
 LW1003'
 LW1003'TO REACH STATION WESTERLY FROM THE JUNCTION OF U.S. HIGHWAY
 LW1003'1 AND STATE HIGHWAY 91 (TOWER ST., GRANITE ST. AND WARD
 LW1003'AVE.) IN THE EAST PART OF WESTERLY, GO SOUTHEASTERLY
 LW1003'ON U.S. 1 FOR 1.55 MILES TO A SIDE ROAD RIGHT AND A SIGN
 LW1003'WESTERLY AIRPORT.  TURN RIGHT AND GO SOUTHWEST FOR
 LW1003'0.6 MILE TO A ROAD LEFT LEADING TO THE AIRPORT.  TURN LEFT,
 LW1003'GO EAST AND NORTHEAST FOR 0.25 MILE TO THE OPERATIONS
 LW1003'BUILDING ON THE RIGHT, PARKING LOT ENTRANCE STRAIGHT
 LW1003'AHEAD AND THE STATION ON THE RIGHT.
 LW1003'
 LW1003'BM D 18 IS A STANDARD BENCH MARK DISK STAMPED D
 LW1003'18 1965, CEMENTED IN A DRILL HOLE IN A 4.2 FOOT LONG
 LW1003'BY 2 FOOT WIDE BY 2.8 FOOT HIGH CONCRETE BANNISTER
 LW1003'AT THE NORTHEAST END OF THE OPERATIONS BUILDING.  IT
 LW1003'IS 46 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF PARKING LOT,
 LW1003'19.8 FEET SOUTH OF STEEL POST AT THE ENTRANCE TO THE OPERATIONS
 LW1003'BUILDING, 11.9 FEET NORTH OF THE NORTHEAST CORNER OF THE
 LW1003'OPERATIONS BUILDING AND 10.3 FEET EAST OF THE CENTER OF
 LW1003'DOOR WAY TO OPERATIONS BUILDING.
 LW1003
 LW1003                          STATION RECOVERY (1969)
 LW1003
 LW1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1003'AT WESTERLY.
 LW1003'AT WESTERLY, AT THE WESTERLY STATE AIRPORT, NEAR THE EAST CORNER
 LW1003'OF THE ADMINISTRATION BUILDING, SET ON THE TOP AND AT THE
 LW1003'NORTHEAST END OF THE SOUTHEAST CONCRETE BANNISTER (BUILT IN THE
 LW1003'FOUNDATION OF THE BUILDING) AT THE NORTHEAST ENTRANCE TO THE
 LW1003'ADMINISTRATION BUILDING, 8 FEET SOUTHEAST OF THE CENTER OF THE
 LW1003'ENTRANCE TO BUILDING, 11.9 FEET NORTH OF THE EAST CORNER OF
 LW1003'THE ADMINISTRATION BUILDING, 82.2 FEET NORTHWEST OF TRIANGULATION
 LW1003'STATION WESTERLY DESCRIBED AND 2.8 FEET ABOVE THE LEVEL OF THE
 LW1003'PAVEMENT.
 LW1003
 LW1003                          STATION RECOVERY (1974)
 LW1003
 LW1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LW1003'RECOVERED IN GOOD CONDITION.
 LW1003
 LW1003                          STATION RECOVERY (1985)
 LW1003
 LW1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW1003'RECOVERED IN GOOD CONDITION.
 LW1003
 LW1003                          STATION RECOVERY (1988)
 LW1003
 LW1003'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1003'RECOVERED IN GOOD CONDITION.
 LW1003
 LW1003                          STATION RECOVERY (1989)
 LW1003
 LW1003'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1003'RECOVERED IN GOOD CONDITION.
 LW1003
 LW1003                          STATION RECOVERY (1989)
 LW1003
 LW1003'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW1003'RECOVERED IN GOOD CONDITION.
 LW1003
 LW1003                          STATION RECOVERY (1990)
 LW1003
 LW1003'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0954 ***********************************************************************
 LW0954  DESIGNATION -  D 19
 LW0954  PID         -  LW0954
 LW0954  STATE/COUNTY-  RI/WASHINGTON
 LW0954  USGS QUAD   -  ASHAWAY (1984)
 LW0954
 LW0954                         *CURRENT SURVEY CONTROL
 LW0954  ___________________________________________________________________
 LW0954* NAD 83(1986)-  41 26 55.     (N)    071 47 11.     (W)     SCALED    
 LW0954* NAVD 88     -        42.349  (meters)     138.94   (feet)  ADJUSTED  
 LW0954  ___________________________________________________________________
 LW0954  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LW0954  DYNAMIC HT  -          42.333 (meters)     138.89  (feet)  COMP
 LW0954  MODELED GRAV-     980,267.5   (mgal)                       NAVD 88
 LW0954
 LW0954  VERT ORDER  -  SECOND    CLASS 0
 LW0954
 LW0954.The horizontal coordinates were scaled from a topographic map and have
 LW0954.an estimated accuracy of +/- 6 seconds.
 LW0954
 LW0954.The orthometric height was determined by differential leveling
 LW0954.and adjusted by the National Geodetic Survey in June 1991..
 LW0954
 LW0954.The geoid height was determined by GEOID03.
 LW0954
 LW0954.The dynamic height is computed by dividing the NAVD 88
 LW0954.geopotential number by the normal gravity value computed on the
 LW0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0954.degrees latitude (g = 980.6199 gals.).
 LW0954
 LW0954.The modeled gravity was interpolated from observed gravity values.
 LW0954
 LW0954;                    North         East    Units  Estimated Accuracy
 LW0954;SPC RI       -    40,610.       76,070.      MT  (+/- 180 meters Scaled)
 LW0954
 LW0954                          SUPERSEDED SURVEY CONTROL
 LW0954
 LW0954  NGVD 29 (??/??/92)   42.633  (m)          139.87   (f) ADJ UNCH    2 0
 LW0954
 LW0954.Superseded values are not recommended for survey control.
 LW0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0954.See file dsdata.txt to determine how the superseded data were derived.
 LW0954
 LW0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF672923(NAD 83)
 LW0954_MARKER: DB = BENCH MARK DISK
 LW0954_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0954_SP_SET: ABUTMENT
 LW0954_STAMPING: D 19 1969
 LW0954_MARK LOGO: CGS   
 LW0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0954
 LW0954  HISTORY     - Date     Condition        Report By
 LW0954  HISTORY     - 1969     MONUMENTED       CGS
 LW0954  HISTORY     - 1984     GOOD             USPSQD
 LW0954  HISTORY     - 1984     GOOD             RIGS
 LW0954  HISTORY     - 1988     GOOD             USPSQD
 LW0954  HISTORY     - 1989     GOOD             USPSQD
 LW0954
 LW0954                          STATION DESCRIPTION
 LW0954
 LW0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0954'1.9 MI N FROM ASHAWAY.
 LW0954'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0954'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, ABOUT 0.6 MILE EAST ALONG
 LW0954'INTERSTATE HIGHWAY 95 FROM THE CONNECTICUT-RHODE ISLAND STATE
 LW0954'LINE, SET VERTICALLY IN THE SOUTH FACE AND AT THE WEST END OF
 LW0954'THE NORTH CONCRETE ABUTMENT FOR THE STATE HIGHWAY 3 OVERPASS
 LW0954'OVER I 95, 27 1/2 FEET NORTH OF THE CENTER LINE OF THE NORTHBOUND
 LW0954'LANE OF THE HIGHWAY, 6.2 FEET EAST OF THE WEST END OF THE
 LW0954'ABUTMENT, 2 FEET ABOVE THE CURB LINE AND 2 1/2 FEET ABOVE THE
 LW0954'LEVEL OF THE HIGHWAY.
 LW0954
 LW0954                          STATION RECOVERY (1984)
 LW0954
 LW0954'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0954'RECOVERED IN GOOD CONDITION.
 LW0954
 LW0954                          STATION RECOVERY (1984)
 LW0954
 LW0954'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW0954'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  TO REACH FROM
 LW0954'THE RHODE ISLAND-CONNECTICUT STATE LINE, GO NORTH 1.0 KM (0.6 MI) ON
 LW0954'INTERSTATE HIGHWAY 95 TO THE STATION ON THE LEFT, SET VERTICALLY IN
 LW0954'THE SOUTH FACE AND AT THE WEST END OF THE NORTH CONCRETE ABUTMENT FOR
 LW0954'THE STATE HIGHWAY 3 OVERPASS OVER I-95, 27.5 FEET NORTH OF THE
 LW0954'CENTERLINE OF THE SOUTHBOUND LANE OF THE INTERSTATE, 6.2 FEET EAST OF
 LW0954'THE WEST END OF THE ABUTMENT, 2 FEET ABOVE THE CURB LINE, AND 2.5
 LW0954'FEET ABOVE THE LEVEL OF THE ROAD.
 LW0954
 LW0954                          STATION RECOVERY (1988)
 LW0954
 LW0954'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0954'RECOVERED IN GOOD CONDITION.
 LW0954
 LW0954                          STATION RECOVERY (1989)
 LW0954
 LW0954'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0163 ***********************************************************************
 LW0163  DESIGNATION -  D 2
 LW0163  PID         -  LW0163
 LW0163  STATE/COUNTY-  RI/PROVIDENCE
 LW0163  USGS QUAD   -  PROVIDENCE (1975)
 LW0163
 LW0163                         *CURRENT SURVEY CONTROL
 LW0163  ___________________________________________________________________
 LW0163* NAD 83(1986)-  41 49 32.     (N)    071 24 47.     (W)     SCALED    
 LW0163* NAVD 88     -         7.118  (meters)      23.35   (feet)  ADJUSTED  
 LW0163  ___________________________________________________________________
 LW0163  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW0163  DYNAMIC HT  -           7.116 (meters)      23.35  (feet)  COMP
 LW0163  MODELED GRAV-     980,320.0   (mgal)                       NAVD 88
 LW0163  OBS GRAVITY -     980,319.5   (mgal)                       GRAV_OBS
 LW0163
 LW0163  VERT ORDER  -  FIRST     CLASS I
 LW0163
 LW0163.The horizontal coordinates were scaled from a topographic map and have
 LW0163.an estimated accuracy of +/- 6 seconds.
 LW0163
 LW0163.The orthometric height was determined by differential leveling
 LW0163.and adjusted by the National Geodetic Survey in June 1991..
 LW0163
 LW0163.The geoid height was determined by GEOID03.
 LW0163
 LW0163.The dynamic height is computed by dividing the NAVD 88
 LW0163.geopotential number by the normal gravity value computed on the
 LW0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0163.degrees latitude (g = 980.6199 gals.).
 LW0163
 LW0163.The modeled gravity was interpolated from observed gravity values.
 LW0163.The observed gravity was obtained from relative gravimeter ties
 LW0163.to the IGSN71 gravity network.
 LW0163
 LW0163;                    North         East    Units  Estimated Accuracy
 LW0163;SPC RI       -    82,440.      107,220.      MT  (+/- 180 meters Scaled)
 LW0163
 LW0163                          SUPERSEDED SURVEY CONTROL
 LW0163
 LW0163  NGVD 29 (??/??/92)    7.365  (m)           24.16   (f) ADJ UNCH    1 1
 LW0163
 LW0163.Superseded values are not recommended for survey control.
 LW0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0163.See file dsdata.txt to determine how the superseded data were derived.
 LW0163
 LW0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG996332(NAD 83)
 LW0163_MARKER: DJ = TIDAL STATION DISK
 LW0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0163_SP_SET: LEDGE ON BUILDING
 LW0163_STAMPING: ELEV 24.291 FT D 2 1923
 LW0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0163+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW0163
 LW0163  HISTORY     - Date     Condition        Report By
 LW0163  HISTORY     - 1923     MONUMENTED       CGS
 LW0163  HISTORY     - 1965     GOOD             NGS
 LW0163  HISTORY     - 20040816 GOOD             GEOCAC
 LW0163
 LW0163                          STATION DESCRIPTION
 LW0163
 LW0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0163'AT PROVIDENCE.
 LW0163'AT PROVIDENCE, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0163'RAILROAD, AT THE STATION, BETWEEN THE TRACKS AND EXCHANGE
 LW0163'TERRACE, SET ON THE TOP OF A 6 INCH LEDGE ALONG THE SOUTH SIDE OF
 LW0163'THE STATION BUILDING, 23 1/2 FEET NORTH OF THE NORTH CURB LINE OF
 LW0163'EXCHANGE TERRACE, 28.1 FEET WEST OF THE SOUTHEAST CORNER OF THE
 LW0163'STATION BUILDING, (THE STATION IS LOCATED DIRECTLY OVER FRANCIS
 LW0163'STREET), AND ABOUT 2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 LW0163
 LW0163                          STATION RECOVERY (2004)
 LW0163
 LW0163'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW0163'THE BUILDING NOW HAS COMMERCIAL ENTITIES IN IT, AND IS NOT USED AS A
 LW0163'RAILROAD STATION, ANYMORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1165 ***********************************************************************
 LW1165  DESIGNATION -  D 20
 LW1165  PID         -  LW1165
 LW1165  STATE/COUNTY-  RI/WASHINGTON
 LW1165  USGS QUAD   -  HOPE VALLEY (1975)
 LW1165
 LW1165                         *CURRENT SURVEY CONTROL
 LW1165  ___________________________________________________________________
 LW1165* NAD 83(1986)-  41 34 41.     (N)    071 39 37.     (W)     SCALED    
 LW1165* NAVD 88     -       143.136  (meters)     469.61   (feet)  ADJUSTED  
 LW1165  ___________________________________________________________________
 LW1165  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW1165  DYNAMIC HT  -         143.085 (meters)     469.44  (feet)  COMP
 LW1165  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 LW1165
 LW1165  VERT ORDER  -  SECOND    CLASS 0
 LW1165
 LW1165.The horizontal coordinates were scaled from a topographic map and have
 LW1165.an estimated accuracy of +/- 6 seconds.
 LW1165
 LW1165.The orthometric height was determined by differential leveling
 LW1165.and adjusted by the National Geodetic Survey in June 1991..
 LW1165
 LW1165.The geoid height was determined by GEOID03.
 LW1165
 LW1165.The dynamic height is computed by dividing the NAVD 88
 LW1165.geopotential number by the normal gravity value computed on the
 LW1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1165.degrees latitude (g = 980.6199 gals.).
 LW1165
 LW1165.The modeled gravity was interpolated from observed gravity values.
 LW1165
 LW1165;                    North         East    Units  Estimated Accuracy
 LW1165;SPC RI       -    54,960.       86,630.      MT  (+/- 180 meters Scaled)
 LW1165
 LW1165                          SUPERSEDED SURVEY CONTROL
 LW1165
 LW1165  NGVD 29 (??/??/92)  143.392  (m)          470.45   (f) ADJ UNCH    2 0
 LW1165
 LW1165.Superseded values are not recommended for survey control.
 LW1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1165.See file dsdata.txt to determine how the superseded data were derived.
 LW1165
 LW1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG782063(NAD 83)
 LW1165_MARKER: DB = BENCH MARK DISK
 LW1165_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LW1165_SP_SET: WINGWALL
 LW1165_STAMPING: D 20 1969
 LW1165_MARK LOGO: CGS   
 LW1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1165
 LW1165  HISTORY     - Date     Condition        Report By
 LW1165  HISTORY     - 1969     MONUMENTED       CGS
 LW1165  HISTORY     - 1984     GOOD             RIGS
 LW1165  HISTORY     - 1987     GOOD             USPSQD
 LW1165  HISTORY     - 1988     GOOD             USPSQD
 LW1165  HISTORY     - 1988     GOOD             USPSQD
 LW1165  HISTORY     - 1989     GOOD             USPSQD
 LW1165  HISTORY     - 19890707 GOOD             RIGS
 LW1165  HISTORY     - 20031224 GOOD             INDIV
 LW1165
 LW1165                          STATION DESCRIPTION
 LW1165
 LW1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1165'6.2 MI NE FROM HOPE VALLEY.
 LW1165'ABOUT 1.2 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 138 FROM
 LW1165'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, THENCE 5.0 MILES
 LW1165'NORTHEAST ALONG INTERSTATE HIGHWAY 95, SET ON THE TOP OF THE WING
 LW1165'WALL AT THE WEST CORNER OF THE NORTHBOUND LANE OF INTERSTATE
 LW1165'HIGHWAY 95 OVERPASS OVER STATE HIGHWAY 165, 20.5 FEET NORTHWEST
 LW1165'OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY AND 1
 LW1165'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW1165
 LW1165                          STATION RECOVERY (1984)
 LW1165
 LW1165'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1165'RECOVERED IN GOOD CONDITION.
 LW1165
 LW1165                          STATION RECOVERY (1987)
 LW1165
 LW1165'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1165'RECOVERED IN GOOD CONDITION.
 LW1165
 LW1165                          STATION RECOVERY (1988)
 LW1165
 LW1165'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1165'RECOVERED IN GOOD CONDITION.
 LW1165
 LW1165                          STATION RECOVERY (1988)
 LW1165
 LW1165'RECOVERY NOTE BY US POWER SQUADRON 1988 (USP)
 LW1165'RECOVERED IN GOOD CONDITION.
 LW1165
 LW1165                          STATION RECOVERY (1989)
 LW1165
 LW1165'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1165'RECOVERED IN GOOD CONDITION.
 LW1165
 LW1165                          STATION RECOVERY (1989)
 LW1165
 LW1165'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1165'RECOVERED IN GOOD CONDITION.
 LW1165
 LW1165                          STATION RECOVERY (2003)
 LW1165
 LW1165'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LW1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1424 ***********************************************************************
 LW1424  DESIGNATION -  D 21
 LW1424  PID         -  LW1424
 LW1424  STATE/COUNTY-  RI/KENT
 LW1424  USGS QUAD   -  CROMPTON (1995)
 LW1424
 LW1424                         *CURRENT SURVEY CONTROL
 LW1424  ___________________________________________________________________
 LW1424* NAD 83(1986)-  41 42 13.     (N)    071 35 50.     (W)     SCALED    
 LW1424* NAVD 88     -        88.119  (meters)     289.10   (feet)  ADJUSTED  
 LW1424  ___________________________________________________________________
 LW1424  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW1424  DYNAMIC HT  -          88.089 (meters)     289.01  (feet)  COMP
 LW1424  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 LW1424
 LW1424  VERT ORDER  -  SECOND    CLASS 0
 LW1424
 LW1424.The horizontal coordinates were scaled from a topographic map and have
 LW1424.an estimated accuracy of +/- 6 seconds.
 LW1424
 LW1424.The orthometric height was determined by differential leveling
 LW1424.and adjusted by the National Geodetic Survey in June 1991..
 LW1424
 LW1424.The geoid height was determined by GEOID03.
 LW1424
 LW1424.The dynamic height is computed by dividing the NAVD 88
 LW1424.geopotential number by the normal gravity value computed on the
 LW1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1424.degrees latitude (g = 980.6199 gals.).
 LW1424
 LW1424.The modeled gravity was interpolated from observed gravity values.
 LW1424
 LW1424;                    North         East    Units  Estimated Accuracy
 LW1424;SPC RI       -    68,890.       91,910.      MT  (+/- 180 meters Scaled)
 LW1424
 LW1424                          SUPERSEDED SURVEY CONTROL
 LW1424
 LW1424  NGVD 29 (??/??/92)   88.362  (m)          289.90   (f) ADJ UNCH    2 0
 LW1424
 LW1424.Superseded values are not recommended for survey control.
 LW1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1424.See file dsdata.txt to determine how the superseded data were derived.
 LW1424
 LW1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG839201(NAD 83)
 LW1424_MARKER: DB = BENCH MARK DISK
 LW1424_SETTING: 66 = SET IN ROCK OUTCROP
 LW1424_SP_SET: ROCK LEDGE
 LW1424_STAMPING: D 21 1969
 LW1424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1424+STABILITY: POSITION/ELEVATION WELL
 LW1424
 LW1424  HISTORY     - Date     Condition        Report By
 LW1424  HISTORY     - 1969     MONUMENTED       CGS
 LW1424  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1424  HISTORY     - 19900331 GOOD             USPSQD
 LW1424
 LW1424                          STATION DESCRIPTION
 LW1424
 LW1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1424'1.8 MI W FROM COVENTRY.
 LW1424'ABOUT 1.75 MILES WEST ALONG STATE HIGHWAY 117 FROM THE
 LW1424'POST OFFICE AT COVENTRY, DIRECTLY IN FRONT OF THE COVENTRY
 LW1424'SCHOOL MAINTENANCE DEPT. BUILDING, 100 FEET NORTH OF THE
 LW1424'CENTER OF THE JUNCTION OF THE HIGHWAY AND READ SCHOOL ROAD, SET
 LW1424'IN THE TOP OF A ROCK LEDGE WHICH IS 4 FEET LONG-2 FEET WIDE
 LW1424'AND PROJECTS 1 FOOT, 49 FEET NORTHEAST OF THE CENTER LINE OF
 LW1424'THE HIGHWAY, 56 FEET NORTHWEST OF THE CENTER LINE OF THE
 LW1424'ROAD, 21.2 FEET WEST OF THE SOUTH CORNER OF THE BUILDING AND 6
 LW1424'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1424
 LW1424                          STATION RECOVERY (1987)
 LW1424
 LW1424'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1424'MARK NOT FOUND.
 LW1424
 LW1424                          STATION RECOVERY (1990)
 LW1424
 LW1424'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0992 ***********************************************************************
 LW0992  DESIGNATION -  D 22
 LW0992  PID         -  LW0992
 LW0992  STATE/COUNTY-  RI/WASHINGTON
 LW0992  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW0992
 LW0992                         *CURRENT SURVEY CONTROL
 LW0992  ___________________________________________________________________
 LW0992* NAD 83(1986)-  41 21 20.     (N)    071 43 03.     (W)     SCALED    
 LW0992* NAVD 88     -        18.420  (meters)      60.43   (feet)  ADJUSTED  
 LW0992  ___________________________________________________________________
 LW0992  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW0992  DYNAMIC HT  -          18.414 (meters)      60.41  (feet)  COMP
 LW0992  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 LW0992
 LW0992  VERT ORDER  -  SECOND    CLASS 0
 LW0992
 LW0992.The horizontal coordinates were scaled from a topographic map and have
 LW0992.an estimated accuracy of +/- 6 seconds.
 LW0992
 LW0992.The orthometric height was determined by differential leveling
 LW0992.and adjusted by the National Geodetic Survey in June 1991..
 LW0992
 LW0992.The geoid height was determined by GEOID03.
 LW0992
 LW0992.The dynamic height is computed by dividing the NAVD 88
 LW0992.geopotential number by the normal gravity value computed on the
 LW0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0992.degrees latitude (g = 980.6199 gals.).
 LW0992
 LW0992.The modeled gravity was interpolated from observed gravity values.
 LW0992
 LW0992;                    North         East    Units  Estimated Accuracy
 LW0992;SPC RI       -    30,260.       81,800.      MT  (+/- 180 meters Scaled)
 LW0992
 LW0992                          SUPERSEDED SURVEY CONTROL
 LW0992
 LW0992  NGVD 29 (??/??/92)   18.705  (m)           61.37   (f) ADJ UNCH    2 0
 LW0992
 LW0992.Superseded values are not recommended for survey control.
 LW0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0992.See file dsdata.txt to determine how the superseded data were derived.
 LW0992
 LW0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF726817(NAD 83)
 LW0992_MARKER: DB = BENCH MARK DISK
 LW0992_SETTING: 80 = SET IN A BOULDER
 LW0992_SP_SET: BOULDER
 LW0992_STAMPING: D 22 1969
 LW0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0992+STABILITY: SURFACE MOTION
 LW0992
 LW0992  HISTORY     - Date     Condition        Report By
 LW0992  HISTORY     - 1969     MONUMENTED       CGS
 LW0992  HISTORY     - 1988     GOOD             USPSQD
 LW0992  HISTORY     - 1988     GOOD             USPSQD
 LW0992  HISTORY     - 1989     GOOD             USPSQD
 LW0992  HISTORY     - 1990     GOOD             USPSQD
 LW0992
 LW0992                          STATION DESCRIPTION
 LW0992
 LW0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0992'4.7 MI SW FROM CHARLESTOWN.
 LW0992'ABOUT 4.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 LW0992'OF STATE HIGHWAY 112 AND 2 AT CHARLESTOWN, NEAR THE JUNCTION OF
 LW0992'STATE HIGHWAY 216 LEADING NORTH, (ROSS HILL ROAD), SET ON THE
 LW0992'TOP OF A 13-BY-8-FOOT BOULDER WHICH PROJECTS 4 1/2 FEET ABOVE
 LW0992'THE LEVEL OF THE GROUND, 283 FEET EAST OF THE CENTER LINE OF
 LW0992'STATE HIGHWAY 216, 141 FEET NORTH OF AND ACROSS THE OLD HIGHWAY
 LW0992'FROM THE CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 63 FEET
 LW0992'NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 8 FEET NORTHEAST OF
 LW0992'THE SOUTHEAST CORNER OF A SMALL FRAME BUILDING AND 6 FEET ABOVE
 LW0992'THE LEVEL OF U.S. HIGHWAY 1.
 LW0992
 LW0992                          STATION RECOVERY (1988)
 LW0992
 LW0992'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0992'RECOVERED IN GOOD CONDITION.
 LW0992
 LW0992                          STATION RECOVERY (1988)
 LW0992
 LW0992'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0992'RECOVERED IN GOOD CONDITION.
 LW0992
 LW0992                          STATION RECOVERY (1989)
 LW0992
 LW0992'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0992'RECOVERED IN GOOD CONDITION.
 LW0992
 LW0992                          STATION RECOVERY (1990)
 LW0992
 LW0992'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0692 ***********************************************************************
 LW0692  DESIGNATION -  D 23
 LW0692  PID         -  LW0692
 LW0692  STATE/COUNTY-  RI/WASHINGTON
 LW0692  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0692
 LW0692                         *CURRENT SURVEY CONTROL
 LW0692  ___________________________________________________________________
 LW0692* NAD 83(1986)-  41 29 22.     (N)    071 29 23.     (W)     SCALED    
 LW0692* NAVD 88     -        29.892  (meters)      98.07   (feet)  ADJUSTED  
 LW0692  ___________________________________________________________________
 LW0692  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW0692  DYNAMIC HT  -          29.881 (meters)      98.03  (feet)  COMP
 LW0692  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 LW0692
 LW0692  VERT ORDER  -  SECOND    CLASS 0
 LW0692
 LW0692.The horizontal coordinates were scaled from a topographic map and have
 LW0692.an estimated accuracy of +/- 6 seconds.
 LW0692
 LW0692.The orthometric height was determined by differential leveling
 LW0692.and adjusted by the National Geodetic Survey in June 1991..
 LW0692
 LW0692.The geoid height was determined by GEOID03.
 LW0692
 LW0692.The dynamic height is computed by dividing the NAVD 88
 LW0692.geopotential number by the normal gravity value computed on the
 LW0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0692.degrees latitude (g = 980.6199 gals.).
 LW0692
 LW0692.The modeled gravity was interpolated from observed gravity values.
 LW0692
 LW0692;                    North         East    Units  Estimated Accuracy
 LW0692;SPC RI       -    45,100.      100,860.      MT  (+/- 180 meters Scaled)
 LW0692
 LW0692                          SUPERSEDED SURVEY CONTROL
 LW0692
 LW0692  NGVD 29 (??/??/92)   30.169  (m)           98.98   (f) ADJ UNCH    2 0
 LW0692
 LW0692.Superseded values are not recommended for survey control.
 LW0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0692.See file dsdata.txt to determine how the superseded data were derived.
 LW0692
 LW0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF921960(NAD 83)
 LW0692_MARKER: DB = BENCH MARK DISK
 LW0692_SETTING: 66 = SET IN ROCK OUTCROP
 LW0692_SP_SET: BEDROCK
 LW0692_STAMPING: D 23 1969
 LW0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0692+STABILITY: POSITION/ELEVATION WELL
 LW0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0692+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 LW0692
 LW0692  HISTORY     - Date     Condition        Report By
 LW0692  HISTORY     - 1969     MONUMENTED       CGS
 LW0692  HISTORY     - 1987     GOOD             USPSQD
 LW0692  HISTORY     - 1989     GOOD             USPSQD
 LW0692  HISTORY     - 19950729 GOOD             USPSQD
 LW0692  HISTORY     - 20011010 GOOD             USPSQD
 LW0692  HISTORY     - 20040417 GOOD             USPSQD
 LW0692  HISTORY     - 20060630 GOOD             USPSQD
 LW0692
 LW0692                          STATION DESCRIPTION
 LW0692
 LW0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0692'1.8 MI E FROM KINGSTON.
 LW0692'1.75 MILES EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION OF
 LW0692'STATE HIGHWAY 108 AT KINGSTON, 0.15 SOUTHWEST OF THE JUNCTION
 LW0692'OF STONET FORT ROAD LEADING NORTHWEST, SET ON THE TOP AND AT
 LW0692'ABOUT THE HIGHEST PART OF A LARGE MASS OF EXPOSED BEDROCK, SOUTH
 LW0692'OF A SMALL POND, 48 FEET NORTHWEST OF THE CENTER LINE OF THE
 LW0692'HIGHWAY, 9 FEET EAST OF THE WEST EDGE OF THE EXPOSED PORTION OF
 LW0692'ROCK AND 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK IS ON
 LW0692'PRIVATE PROPERTY.  PERMISSION GRANTED TO ESTABLISH SAME.
 LW0692
 LW0692                          STATION RECOVERY (1987)
 LW0692
 LW0692'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0692'RECOVERED IN GOOD CONDITION.
 LW0692
 LW0692                          STATION RECOVERY (1989)
 LW0692
 LW0692'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0692'RECOVERED IN GOOD CONDITION.
 LW0692
 LW0692                          STATION RECOVERY (1995)
 LW0692
 LW0692'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW0692'RECOVERED IN GOOD CONDITION.
 LW0692
 LW0692                          STATION RECOVERY (2001)
 LW0692
 LW0692'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0692'RECOVERED IN GOOD CONDITION.
 LW0692
 LW0692                          STATION RECOVERY (2004)
 LW0692
 LW0692'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0692'RECOVERED IN GOOD CONDITION.
 LW0692
 LW0692                          STATION RECOVERY (2006)
 LW0692
 LW0692'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0339 ***********************************************************************
 LW0339  DESIGNATION -  D 24
 LW0339  PID         -  LW0339
 LW0339  STATE/COUNTY-  RI/PROVIDENCE
 LW0339  USGS QUAD   -  PROVIDENCE (1975)
 LW0339
 LW0339                         *CURRENT SURVEY CONTROL
 LW0339  ___________________________________________________________________
 LW0339* NAD 83(1986)-  41 47 24.     (N)    071 25 03.     (W)     SCALED    
 LW0339* NAVD 88     -        19.847  (meters)      65.11   (feet)  ADJUSTED  
 LW0339  ___________________________________________________________________
 LW0339  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW0339  DYNAMIC HT  -          19.841 (meters)      65.09  (feet)  COMP
 LW0339  MODELED GRAV-     980,311.3   (mgal)                       NAVD 88
 LW0339
 LW0339  VERT ORDER  -  SECOND    CLASS 0
 LW0339
 LW0339.The horizontal coordinates were scaled from a topographic map and have
 LW0339.an estimated accuracy of +/- 6 seconds.
 LW0339
 LW0339.The orthometric height was determined by differential leveling
 LW0339.and adjusted by the National Geodetic Survey in June 1991..
 LW0339.WARNING-Repeat measurements at this control monument indicate possible
 LW0339.vertical movement.
 LW0339
 LW0339.The geoid height was determined by GEOID03.
 LW0339
 LW0339.The dynamic height is computed by dividing the NAVD 88
 LW0339.geopotential number by the normal gravity value computed on the
 LW0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0339.degrees latitude (g = 980.6199 gals.).
 LW0339
 LW0339.The modeled gravity was interpolated from observed gravity values.
 LW0339
 LW0339;                    North         East    Units  Estimated Accuracy
 LW0339;SPC RI       -    78,490.      106,860.      MT  (+/- 180 meters Scaled)
 LW0339
 LW0339                          SUPERSEDED SURVEY CONTROL
 LW0339
 LW0339  NGVD 29 (??/??/92)   20.111  (m)           65.98   (f) ADJ UNCH    2 0
 LW0339
 LW0339.Superseded values are not recommended for survey control.
 LW0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0339.See file dsdata.txt to determine how the superseded data were derived.
 LW0339
 LW0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG991292(NAD 83)
 LW0339_MARKER: DB = BENCH MARK DISK
 LW0339_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0339_SP_SET: BANNISTER
 LW0339_STAMPING: D 24 1969
 LW0339_MARK LOGO: CGS   
 LW0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0339
 LW0339  HISTORY     - Date     Condition        Report By
 LW0339  HISTORY     - 1969     MONUMENTED       CGS
 LW0339  HISTORY     - 1985     GOOD             RIGS
 LW0339
 LW0339                          STATION DESCRIPTION
 LW0339
 LW0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0339'2.4 MI SW FROM PROVIDENCE.
 LW0339'ABOUT 2.35 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0339'JUNCTION OF INTERSTATE HIGHWAY 195 AT PROVIDENCE, 0.45 MILE
 LW0339'NORTHEAST OF THE OVERPASS OVER WELLINGTON AVENUE, ALONG THE
 LW0339'NORTHBOUND LANE OF THE HIGHWAY, SET ON THE TOP OF THE EAST END
 LW0339'OF THE SOUTH CONCRETE BASE OF BANNISTER FOR THE I 95 OVERPASS
 LW0339'OVER A SPUR TRACK OF THE PENN CENTRAL RAILROAD LEADING TO THE
 LW0339'NARRAGANSETT ELECTRIC COMPANY, 1.2 FEET SOUTH OF THE SOUTH CURB
 LW0339'OF THE HIGHWAY, 0.8 FOOT NORTH OF THE NORTH SIDE OF THE SOUTH
 LW0339'BANNISTER AND 0.8 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0339
 LW0339                          STATION RECOVERY (1985)
 LW0339
 LW0339'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1187 ***********************************************************************
 LW1187  DESIGNATION -  D 25
 LW1187  PID         -  LW1187
 LW1187  STATE/COUNTY-  RI/PROVIDENCE
 LW1187  USGS QUAD   -  CLAYVILLE (1975)
 LW1187
 LW1187                         *CURRENT SURVEY CONTROL
 LW1187  ___________________________________________________________________
 LW1187* NAD 83(1986)-  41 49 32.     (N)    071 40 15.     (W)     SCALED    
 LW1187* NAVD 88     -       199.591  (meters)     654.82   (feet)  ADJUSTED  
 LW1187  ___________________________________________________________________
 LW1187  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW1187  DYNAMIC HT  -         199.522 (meters)     654.60  (feet)  COMP
 LW1187  MODELED GRAV-     980,274.4   (mgal)                       NAVD 88
 LW1187
 LW1187  VERT ORDER  -  SECOND    CLASS 0
 LW1187
 LW1187.The horizontal coordinates were scaled from a topographic map and have
 LW1187.an estimated accuracy of +/- 6 seconds.
 LW1187
 LW1187.The orthometric height was determined by differential leveling
 LW1187.and adjusted by the National Geodetic Survey in June 1991..
 LW1187
 LW1187.The geoid height was determined by GEOID03.
 LW1187
 LW1187.The dynamic height is computed by dividing the NAVD 88
 LW1187.geopotential number by the normal gravity value computed on the
 LW1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1187.degrees latitude (g = 980.6199 gals.).
 LW1187
 LW1187.The modeled gravity was interpolated from observed gravity values.
 LW1187
 LW1187;                    North         East    Units  Estimated Accuracy
 LW1187;SPC RI       -    82,450.       85,810.      MT  (+/- 180 meters Scaled)
 LW1187
 LW1187                          SUPERSEDED SURVEY CONTROL
 LW1187
 LW1187  NGVD 29 (??/??/92)  199.834  (m)          655.62   (f) ADJ UNCH    2 0
 LW1187
 LW1187.Superseded values are not recommended for survey control.
 LW1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1187.See file dsdata.txt to determine how the superseded data were derived.
 LW1187
 LW1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG781338(NAD 83)
 LW1187_MARKER: DB = BENCH MARK DISK
 LW1187_SETTING: 80 = SET IN A BOULDER
 LW1187_SP_SET: BOULDER
 LW1187_STAMPING: D 25 1969
 LW1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1187+STABILITY: SURFACE MOTION
 LW1187
 LW1187  HISTORY     - Date     Condition        Report By
 LW1187  HISTORY     - 1969     MONUMENTED       CGS
 LW1187  HISTORY     - 1988     GOOD             USPSQD
 LW1187  HISTORY     - 19900331 GOOD             USPSQD
 LW1187
 LW1187                          STATION DESCRIPTION
 LW1187
 LW1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1187'3.9 MI NE FROM CLAYVILLE.
 LW1187'ABOUT 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1187'CLAYVILLE SCHOOL AT CLAYVILLE, AT CHOPMIST, ABOUT 0.1 MILE SOUTH
 LW1187'OF THE INTERSECTION OF U.S. HIGHWAY 6, 111 FEET NORTHWEST OF THE
 LW1187'CENTER OF THE INTERSECTION OF DANIELSON PIKE (OLD U.S. HIGHWAY
 LW1187'6) SET IN THE TOP OF A ROCK WHICH IS 7 FEET LONG AND 2 1/2 FEET
 LW1187'WIDE, 90 FEET NORTH OF THE CENTER LINE OF THE PIKE, 27 FEET WEST
 LW1187'OF THE CENTER LINE OF THE HIGHWAY AND 2 FEET ABOVE THE LEVEL OF
 LW1187'THE HIGHWAY.
 LW1187
 LW1187                          STATION RECOVERY (1988)
 LW1187
 LW1187'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1187'RECOVERED IN GOOD CONDITION.
 LW1187
 LW1187                          STATION RECOVERY (1990)
 LW1187
 LW1187'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1281 ***********************************************************************
 LW1281  DESIGNATION -  D 26
 LW1281  PID         -  LW1281
 LW1281  STATE/COUNTY-  RI/PROVIDENCE
 LW1281  USGS QUAD   -  CLAYVILLE (1975)
 LW1281
 LW1281                         *CURRENT SURVEY CONTROL
 LW1281  ___________________________________________________________________
 LW1281* NAD 83(1986)-  41 49 25.     (N)    071 42 25.     (W)     SCALED    
 LW1281* NAVD 88     -       114.528  (meters)     375.75   (feet)  ADJUSTED  
 LW1281  ___________________________________________________________________
 LW1281  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW1281  DYNAMIC HT  -         114.488 (meters)     375.62  (feet)  COMP
 LW1281  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 LW1281
 LW1281  VERT ORDER  -  SECOND    CLASS 0
 LW1281
 LW1281.The horizontal coordinates were scaled from a topographic map and have
 LW1281.an estimated accuracy of +/- 6 seconds.
 LW1281
 LW1281.The orthometric height was determined by differential leveling
 LW1281.and adjusted by the National Geodetic Survey in June 1991..
 LW1281
 LW1281.The geoid height was determined by GEOID03.
 LW1281
 LW1281.The dynamic height is computed by dividing the NAVD 88
 LW1281.geopotential number by the normal gravity value computed on the
 LW1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1281.degrees latitude (g = 980.6199 gals.).
 LW1281
 LW1281.The modeled gravity was interpolated from observed gravity values.
 LW1281
 LW1281;                    North         East    Units  Estimated Accuracy
 LW1281;SPC RI       -    82,240.       82,810.      MT  (+/- 180 meters Scaled)
 LW1281
 LW1281                          SUPERSEDED SURVEY CONTROL
 LW1281
 LW1281  NGVD 29 (??/??/92)  114.772  (m)          376.55   (f) ADJ UNCH    2 0
 LW1281
 LW1281.Superseded values are not recommended for survey control.
 LW1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1281.See file dsdata.txt to determine how the superseded data were derived.
 LW1281
 LW1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG751337(NAD 83)
 LW1281_MARKER: DB = BENCH MARK DISK
 LW1281_SETTING: 66 = SET IN ROCK OUTCROP
 LW1281_SP_SET: ROCK LEDGE
 LW1281_STAMPING: D 26 1969
 LW1281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1281+STABILITY: POSITION/ELEVATION WELL
 LW1281
 LW1281  HISTORY     - Date     Condition        Report By
 LW1281  HISTORY     - 1969     MONUMENTED       CGS
 LW1281  HISTORY     - 1988     GOOD             USPSQD
 LW1281
 LW1281                          STATION DESCRIPTION
 LW1281
 LW1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1281'1.9 MI E FROM SIMMONS CORNER.
 LW1281'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1281'OF STATE HIGHWAY 94 AT SIMMONS CORNER, THENCE 0.1 MILE NORTH
 LW1281'ALONG RAMS TAIL ROAD, THENCE 0.2 MILE NORTHWEST ALONG OLD U.S.
 LW1281'HIGHWAY 6, AT SOUTH FOSTER, 84 FEET NORTHWEST OF THE CENTER OF
 LW1281'THE JUNCTION OF THE OLD HIGHWAY AND WINDSOR ROAD, SET ON THE TOP
 LW1281'OF THE SOUTHEAST END OF A ROCK LEDGE WHICH IS 35 FEET LONG AND
 LW1281'6 FEET HIGH AT THE HIGHEST POINT, 18 FEET WEST OF THE CENTER
 LW1281'LINE OF WINDSOR ROAD, 1 1/2 FEET NORTHWEST OF THE SOUTHEAST END
 LW1281'OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
 LW1281
 LW1281                          STATION RECOVERY (1988)
 LW1281
 LW1281'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0565 ***********************************************************************
 LW0565  DESIGNATION -  D 27
 LW0565  PID         -  LW0565
 LW0565  STATE/COUNTY-  RI/BRISTOL
 LW0565  USGS QUAD   -  BRISTOL (1975)
 LW0565
 LW0565                         *CURRENT SURVEY CONTROL
 LW0565  ___________________________________________________________________
 LW0565* NAD 83(1986)-  41 40 14.     (N)    071 16 39.     (W)     SCALED    
 LW0565* NAVD 88     -         7.855  (meters)      25.77   (feet)  ADJUSTED  
 LW0565  ___________________________________________________________________
 LW0565  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW0565  DYNAMIC HT  -           7.852 (meters)      25.76  (feet)  COMP
 LW0565  MODELED GRAV-     980,302.7   (mgal)                       NAVD 88
 LW0565
 LW0565  VERT ORDER  -  SECOND    CLASS 0
 LW0565
 LW0565.The horizontal coordinates were scaled from a topographic map and have
 LW0565.an estimated accuracy of +/- 6 seconds.
 LW0565
 LW0565.The orthometric height was determined by differential leveling
 LW0565.and adjusted by the National Geodetic Survey in June 1991..
 LW0565
 LW0565.The geoid height was determined by GEOID03.
 LW0565
 LW0565.The dynamic height is computed by dividing the NAVD 88
 LW0565.geopotential number by the normal gravity value computed on the
 LW0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0565.degrees latitude (g = 980.6199 gals.).
 LW0565
 LW0565.The modeled gravity was interpolated from observed gravity values.
 LW0565
 LW0565;                    North         East    Units  Estimated Accuracy
 LW0565;SPC RI       -    65,240.      118,530.      MT  (+/- 180 meters Scaled)
 LW0565
 LW0565                          SUPERSEDED SURVEY CONTROL
 LW0565
 LW0565  NGVD 29 (??/??/92)    8.113  (m)           26.62   (f) ADJ UNCH    2 0
 LW0565
 LW0565.Superseded values are not recommended for survey control.
 LW0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0565.See file dsdata.txt to determine how the superseded data were derived.
 LW0565
 LW0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG104157(NAD 83)
 LW0565_MARKER: DB = BENCH MARK DISK
 LW0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0565_SP_SET: RETAINING WALL
 LW0565_STAMPING: D 27 1969
 LW0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0565+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2005
 LW0565
 LW0565  HISTORY     - Date     Condition        Report By
 LW0565  HISTORY     - 1969     MONUMENTED       CGS
 LW0565  HISTORY     - 19980411 GOOD             USPSQD
 LW0565  HISTORY     - 20050203 GOOD             USPSQD
 LW0565
 LW0565                          STATION DESCRIPTION
 LW0565
 LW0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0565'AT BRISTOL.
 LW0565'AT BRISTOL, NEAR THE POST OFFICE BUILDING, ALONG STATE HIGHWAY
 LW0565'114, BETWEEN BRADFORD AND STATE STREET, SET IN THE TOP OF THE
 LW0565'EAST END OF A CONCRETE RETAINING WALL ON THE NORTH SIDE OF THE
 LW0565'U.S. MAIL LOADING AREA, 143 FEET WEST OF THE WEST CURB OF HOPE
 LW0565'STREET, 6.7 FEET NORTH OF THE NORTHWEST CORNER OF THE POST OFFICE
 LW0565'LOADING PLATFORM AND 1.2 FEET ABOVE THE BLACK TOPPED AREA.
 LW0565
 LW0565                          STATION RECOVERY (1998)
 LW0565
 LW0565'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0565'RECOVERED IN GOOD CONDITION.
 LW0565
 LW0565                          STATION RECOVERY (2005)
 LW0565
 LW0565'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1220 ***********************************************************************
 LW1220  DESIGNATION -  D 29
 LW1220  PID         -  LW1220
 LW1220  STATE/COUNTY-  RI/PROVIDENCE
 LW1220  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1220
 LW1220                         *CURRENT SURVEY CONTROL
 LW1220  ___________________________________________________________________
 LW1220* NAD 83(1986)-  41 58 49.     (N)    071 30 49.     (W)     SCALED    
 LW1220* NAVD 88     -        95.990  (meters)     314.93   (feet)  ADJUSTED  
 LW1220  ___________________________________________________________________
 LW1220  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LW1220  DYNAMIC HT  -          95.960 (meters)     314.83  (feet)  COMP
 LW1220  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 LW1220
 LW1220  VERT ORDER  -  SECOND    CLASS 0
 LW1220
 LW1220.The horizontal coordinates were scaled from a topographic map and have
 LW1220.an estimated accuracy of +/- 6 seconds.
 LW1220
 LW1220.The orthometric height was determined by differential leveling
 LW1220.and adjusted by the National Geodetic Survey in June 1991..
 LW1220
 LW1220.The geoid height was determined by GEOID03.
 LW1220
 LW1220.The dynamic height is computed by dividing the NAVD 88
 LW1220.geopotential number by the normal gravity value computed on the
 LW1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1220.degrees latitude (g = 980.6199 gals.).
 LW1220
 LW1220.The modeled gravity was interpolated from observed gravity values.
 LW1220
 LW1220;                    North         East    Units  Estimated Accuracy
 LW1220;SPC RI       -    99,620.       98,870.      MT  (+/- 180 meters Scaled)
 LW1220
 LW1220                          SUPERSEDED SURVEY CONTROL
 LW1220
 LW1220  NGVD 29 (??/??/92)   96.227  (m)          315.70   (f) ADJ UNCH    2 0
 LW1220
 LW1220.Superseded values are not recommended for survey control.
 LW1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1220.See file dsdata.txt to determine how the superseded data were derived.
 LW1220
 LW1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG917506(NAD 83)
 LW1220_MARKER: DB = BENCH MARK DISK
 LW1220_SETTING: 66 = SET IN ROCK OUTCROP
 LW1220_SP_SET: BEDROCK
 LW1220_STAMPING: D 29 1969
 LW1220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1220+STABILITY: POSITION/ELEVATION WELL
 LW1220
 LW1220  HISTORY     - Date     Condition        Report By
 LW1220  HISTORY     - 1969     MONUMENTED       CGS
 LW1220  HISTORY     - 1987     GOOD             USPSQD
 LW1220  HISTORY     - 1988     GOOD             USPSQD
 LW1220
 LW1220                          STATION DESCRIPTION
 LW1220
 LW1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1220'1.6 MI SE FROM WOONSOCKET.
 LW1220'ABOUT 1.4 MILES SOUTH ALONG PARK AVENUE FROM THE JUNCTION OF
 LW1220'STATE HIGHWAY 122 AT WOONSOCKET, THENCE ABOUT 0.2 MILE
 LW1220'SOUTHEAST ALONG STATE HIGHWAY 146A, AT PARK SQUARE MEDICAL
 LW1220'CENTER, ABOUT 50 YARDS SOUTHEAST OF THE OLD STONE BANK BUILDING
 LW1220'WHICH IS A COMPLEX OF THE MEDICAL CENTER, 58.5 FEET WEST OF THE
 LW1220'WEST CURB LINE FOR THE SOUTHBOUND LANE OF THE HIGHWAY, 40.3
 LW1220'FEET SOUTH OF THE SOUTHEAST CORNER OF THE OAK KNOLL CANDY
 LW1220'SHOP, SET IN TOP OF AN 18-FOOT-LONG BY 10-FOOT-WIDE EXPOSED
 LW1220'BEDROCK WHICH IN TURN IS AMONG OTHER HUGE MOUNDS OF ROCK, AND
 LW1220'IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1220
 LW1220                          STATION RECOVERY (1987)
 LW1220
 LW1220'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1220'RECOVERED IN GOOD CONDITION.
 LW1220
 LW1220                          STATION RECOVERY (1988)
 LW1220
 LW1220'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0587 ***********************************************************************
 LW0587  DESIGNATION -  D 3
 LW0587  PID         -  LW0587
 LW0587  STATE/COUNTY-  RI/NEWPORT
 LW0587  USGS QUAD   -  NEWPORT (1975)
 LW0587
 LW0587                         *CURRENT SURVEY CONTROL
 LW0587  ___________________________________________________________________
 LW0587* NAD 83(1986)-  41 29 21.     (N)    071 16 02.     (W)     SCALED    
 LW0587* NAVD 88     -         3.083  (meters)      10.11   (feet)  ADJUSTED  
 LW0587  ___________________________________________________________________
 LW0587  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW0587  DYNAMIC HT  -           3.082 (meters)      10.11  (feet)  COMP
 LW0587  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 LW0587
 LW0587  VERT ORDER  -  SECOND    CLASS 0
 LW0587
 LW0587.The horizontal coordinates were scaled from a topographic map and have
 LW0587.an estimated accuracy of +/- 6 seconds.
 LW0587
 LW0587.The orthometric height was determined by differential leveling
 LW0587.and adjusted by the National Geodetic Survey in June 1991..
 LW0587
 LW0587.The geoid height was determined by GEOID03.
 LW0587
 LW0587.The dynamic height is computed by dividing the NAVD 88
 LW0587.geopotential number by the normal gravity value computed on the
 LW0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0587.degrees latitude (g = 980.6199 gals.).
 LW0587
 LW0587.The modeled gravity was interpolated from observed gravity values.
 LW0587
 LW0587;                    North         East    Units  Estimated Accuracy
 LW0587;SPC RI       -    45,100.      119,440.      MT  (+/- 180 meters Scaled)
 LW0587
 LW0587                          SUPERSEDED SURVEY CONTROL
 LW0587
 LW0587  NGVD 29 (??/??/92)    3.348  (m)           10.98   (f) ADJ UNCH    2 0
 LW0587
 LW0587.Superseded values are not recommended for survey control.
 LW0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0587.See file dsdata.txt to determine how the superseded data were derived.
 LW0587
 LW0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF107955(NAD 83)
 LW0587_MARKER: DB = BENCH MARK DISK
 LW0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0587_SP_SET: STONE MASONARY WALL
 LW0587_STAMPING: D 3 1943
 LW0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0587+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 LW0587
 LW0587  HISTORY     - Date     Condition        Report By
 LW0587  HISTORY     - 1943     MONUMENTED       CGS
 LW0587  HISTORY     - 1969     GOOD             NGS
 LW0587  HISTORY     - 1989     GOOD             USPSQD
 LW0587  HISTORY     - 19981219 GOOD             USPSQD
 LW0587  HISTORY     - 20041209 GOOD             USPSQD
 LW0587
 LW0587                          STATION DESCRIPTION
 LW0587
 LW0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0587'2.6 MI E FROM NEWPORT.
 LW0587'2.65 MILES EAST ALONG MEMORIAL BLVD AND PURGATORY ROAD FROM
 LW0587'THE MAIN POST OFFICE AT NEWPORT, AT THE JUNCTION OF PARADISE
 LW0587'AVENUE LEADING NORTH, AT MIDDLETOWN, SET ON THE TOP AND 4.5 FEET
 LW0587'SOUTHEAST OF THE NORTHWEST END OF THE STONE MASONARY WALL ON THE
 LW0587'NORTHEAST SIDE OF THE NORTHEAST ONE OF TWO ABANDONED DRIVEWAYS
 LW0587'TO THE BEACH, 135 FEET NORTHEAST OF THE EXTENDED CENTER LINE
 LW0587'OF PARADISE AVENUE, 43 FEET SOUTHEAST OF THE CENTER LINE OF
 LW0587'SACHUEST POINT ROAD AND ABOUT LEVEL WITH THE ROAD.
 LW0587
 LW0587                          STATION RECOVERY (1989)
 LW0587
 LW0587'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0587'RECOVERED IN GOOD CONDITION.
 LW0587
 LW0587                          STATION RECOVERY (1998)
 LW0587
 LW0587'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0587'RECOVERED IN GOOD CONDITION.
 LW0587
 LW0587                          STATION RECOVERY (2004)
 LW0587
 LW0587'RECOVERY NOTE BY US POWER SQUADRON 2004 (TG)
 LW0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0321 ***********************************************************************
 LW0321  DESIGNATION -  D 30
 LW0321  PID         -  LW0321
 LW0321  STATE/COUNTY-  RI/PROVIDENCE
 LW0321  USGS QUAD   -  PAWTUCKET (1975)
 LW0321
 LW0321                         *CURRENT SURVEY CONTROL
 LW0321  ___________________________________________________________________
 LW0321* NAD 83(1986)-  41 52 49.     (N)    071 23 07.     (W)     SCALED    
 LW0321* NAVD 88     -        24.594  (meters)      80.69   (feet)  ADJUSTED  
 LW0321  ___________________________________________________________________
 LW0321  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LW0321  DYNAMIC HT  -          24.587 (meters)      80.67  (feet)  COMP
 LW0321  MODELED GRAV-     980,327.6   (mgal)                       NAVD 88
 LW0321
 LW0321  VERT ORDER  -  SECOND    CLASS 0
 LW0321
 LW0321.The horizontal coordinates were scaled from a topographic map and have
 LW0321.an estimated accuracy of +/- 6 seconds.
 LW0321
 LW0321.The orthometric height was determined by differential leveling
 LW0321.and adjusted by the National Geodetic Survey in June 1991..
 LW0321
 LW0321.The geoid height was determined by GEOID03.
 LW0321
 LW0321.The dynamic height is computed by dividing the NAVD 88
 LW0321.geopotential number by the normal gravity value computed on the
 LW0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0321.degrees latitude (g = 980.6199 gals.).
 LW0321
 LW0321.The modeled gravity was interpolated from observed gravity values.
 LW0321
 LW0321;                    North         East    Units  Estimated Accuracy
 LW0321;SPC RI       -    88,520.      109,520.      MT  (+/- 180 meters Scaled)
 LW0321
 LW0321                          SUPERSEDED SURVEY CONTROL
 LW0321
 LW0321  NGVD 29 (??/??/92)   24.837  (m)           81.49   (f) ADJ UNCH    2 0
 LW0321
 LW0321.Superseded values are not recommended for survey control.
 LW0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0321.See file dsdata.txt to determine how the superseded data were derived.
 LW0321
 LW0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG020392(NAD 83)
 LW0321_MARKER: DB = BENCH MARK DISK
 LW0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0321_SP_SET: FOUNDATION
 LW0321_STAMPING: D 30 1969
 LW0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0321+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW0321
 LW0321  HISTORY     - Date     Condition        Report By
 LW0321  HISTORY     - 1969     MONUMENTED       CGS
 LW0321  HISTORY     - 1984     GOOD             LOCSUR
 LW0321  HISTORY     - 1984     GOOD             LOCSUR
 LW0321  HISTORY     - 19970312 GOOD             USPSQD
 LW0321  HISTORY     - 20040816 GOOD             GEOCAC
 LW0321
 LW0321                          STATION DESCRIPTION
 LW0321
 LW0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0321'AT PAWTUCKET.
 LW0321'AT PAWTUCKET, AT THE NORTHWEST CORNER OF THE JUNCTION OF
 LW0321'MONTGOMERY AND EXCHANGE STREETS, SET IN THE TOP OF A PROJECTION
 LW0321'OF THE FOUNDATION AT THE NORTH END OF THE STEPS TO THE NORTH
 LW0321'ONE OF THREE ENTRANCES TO THE POST OFFICE BUILDING, 44.7 FEET
 LW0321'SOUTH OF THE NORTHEAST CORNER OF THE POST OFFICE BUILDING, 29.2
 LW0321'FEET WEST OF THE WEST CURB OF MONTGOMERY STREET, 3.1 FEET SOUTH
 LW0321'OF THE NORTH END OF THE LANDING AT THE TOP OF THE STEPS AND 3
 LW0321'FEET ABOVE THE LEVEL OF THE STREETS.
 LW0321
 LW0321                          STATION RECOVERY (1984)
 LW0321
 LW0321'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0321'RECOVERED IN GOOD CONDITION.
 LW0321
 LW0321                          STATION RECOVERY (1984)
 LW0321
 LW0321'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0321'RECOVERED IN GOOD CONDITION.
 LW0321
 LW0321                          STATION RECOVERY (1997)
 LW0321
 LW0321'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW0321'RECOVERED IN GOOD CONDITION.
 LW0321
 LW0321                          STATION RECOVERY (2004)
 LW0321
 LW0321'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0331 ***********************************************************************
 LW0331  DESIGNATION -  D 31
 LW0331  PID         -  LW0331
 LW0331  STATE/COUNTY-  RI/PROVIDENCE
 LW0331  USGS QUAD   -  PROVIDENCE (1975)
 LW0331
 LW0331                         *CURRENT SURVEY CONTROL
 LW0331  ___________________________________________________________________
 LW0331* NAD 83(1986)-  41 50 15.     (N)    071 24 49.     (W)     SCALED    
 LW0331* NAVD 88     -        16.858  (meters)      55.31   (feet)  ADJUSTED  
 LW0331  ___________________________________________________________________
 LW0331  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW0331  DYNAMIC HT  -          16.853 (meters)      55.29  (feet)  COMP
 LW0331  MODELED GRAV-     980,320.9   (mgal)                       NAVD 88
 LW0331
 LW0331  VERT ORDER  -  SECOND    CLASS 0
 LW0331
 LW0331.The horizontal coordinates were scaled from a topographic map and have
 LW0331.an estimated accuracy of +/- 6 seconds.
 LW0331
 LW0331.The orthometric height was determined by differential leveling
 LW0331.and adjusted by the National Geodetic Survey in June 1991..
 LW0331
 LW0331.The geoid height was determined by GEOID03.
 LW0331
 LW0331.The dynamic height is computed by dividing the NAVD 88
 LW0331.geopotential number by the normal gravity value computed on the
 LW0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0331.degrees latitude (g = 980.6199 gals.).
 LW0331
 LW0331.The modeled gravity was interpolated from observed gravity values.
 LW0331
 LW0331;                    North         East    Units  Estimated Accuracy
 LW0331;SPC RI       -    83,760.      107,180.      MT  (+/- 180 meters Scaled)
 LW0331
 LW0331                          SUPERSEDED SURVEY CONTROL
 LW0331
 LW0331  NGVD 29 (??/??/92)   17.106  (m)           56.12   (f) ADJ UNCH    2 0
 LW0331
 LW0331.Superseded values are not recommended for survey control.
 LW0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0331.See file dsdata.txt to determine how the superseded data were derived.
 LW0331
 LW0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG995345(NAD 83)
 LW0331_MARKER: DB = BENCH MARK DISK
 LW0331_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW0331_SP_SET: GUARD RAIL
 LW0331_STAMPING: D 31 1969
 LW0331_MARK LOGO: CGS   
 LW0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0331
 LW0331  HISTORY     - Date     Condition        Report By
 LW0331  HISTORY     - 1969     MONUMENTED       CGS
 LW0331  HISTORY     - 1986     GOOD             RIGS
 LW0331
 LW0331                          STATION DESCRIPTION
 LW0331
 LW0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0331'AT PROVIDENCE.
 LW0331'AT PROVIDENCE, ABOUT 0.4 MILE NORTHEAST ALONG INTERSTATE HIGHWAY
 LW0331'95 FROM THE SMITH STREET OVERPASS OVER I 95, SET IN THE TOP OF
 LW0331'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE GUARD RAIL BASE FOR
 LW0331'THE I 95 OVERPASS OVER CHARLES STREET, 1.6 FEET SOUTHWEST OF THE
 LW0331'SOUTHWEST CURB LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 2 1/2
 LW0331'FEET NORTHWEST OF THE SOUTHEAST END OF THE METAL PORTION OF THE
 LW0331'GUARD RAIL AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0331
 LW0331                          STATION RECOVERY (1986)
 LW0331
 LW0331'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0480 ***********************************************************************
 LW0480  DESIGNATION -  D 32
 LW0480  PID         -  LW0480
 LW0480  STATE/COUNTY-  RI/WASHINGTON
 LW0480  USGS QUAD   -  WICKFORD (1995)
 LW0480
 LW0480                         *CURRENT SURVEY CONTROL
 LW0480  ___________________________________________________________________
 LW0480* NAD 83(1986)-  41 31 41.     (N)    071 25 37.     (W)     SCALED    
 LW0480* NAVD 88     -        50.161  (meters)     164.57   (feet)  ADJUSTED  
 LW0480  ___________________________________________________________________
 LW0480  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LW0480  DYNAMIC HT  -          50.145 (meters)     164.52  (feet)  COMP
 LW0480  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 LW0480
 LW0480  VERT ORDER  -  SECOND    CLASS 0
 LW0480
 LW0480.The horizontal coordinates were scaled from a topographic map and have
 LW0480.an estimated accuracy of +/- 6 seconds.
 LW0480
 LW0480.The orthometric height was determined by differential leveling
 LW0480.and adjusted by the National Geodetic Survey in June 1991..
 LW0480
 LW0480.The geoid height was determined by GEOID03.
 LW0480
 LW0480.The dynamic height is computed by dividing the NAVD 88
 LW0480.geopotential number by the normal gravity value computed on the
 LW0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0480.degrees latitude (g = 980.6199 gals.).
 LW0480
 LW0480.The modeled gravity was interpolated from observed gravity values.
 LW0480
 LW0480;                    North         East    Units  Estimated Accuracy
 LW0480;SPC RI       -    49,390.      106,100.      MT  (+/- 180 meters Scaled)
 LW0480
 LW0480                          SUPERSEDED SURVEY CONTROL
 LW0480
 LW0480  NGVD 29 (??/??/92)   50.435  (m)          165.47   (f) ADJ UNCH    2 0
 LW0480
 LW0480.Superseded values are not recommended for survey control.
 LW0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0480.See file dsdata.txt to determine how the superseded data were derived.
 LW0480
 LW0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG975002(NAD 83)
 LW0480_MARKER: DB = BENCH MARK DISK
 LW0480_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0480_SP_SET: UNSPECIFIED ROCK
 LW0480_STAMPING: D 32 1969
 LW0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0480
 LW0480  HISTORY     - Date     Condition        Report By
 LW0480  HISTORY     - 1969     MONUMENTED       CGS
 LW0480  HISTORY     - 1988     GOOD             USPSQD
 LW0480
 LW0480                          STATION DESCRIPTION
 LW0480
 LW0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0480'0.6 MI W FROM JAMESTOWN.
 LW0480'ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 138 FROM THE WEST END
 LW0480'OF THE LARGE JAMESTOWN BRIDGE OVER WEST NARRAGANSETT BAY PASSAGE,
 LW0480'NEAR THE INTERSECTION OF STATE HIGHWAY 1A, SET IN THE TOP OF A
 LW0480'VERY LARGE ROCK WHICH IS 117-BY-48 FEET AND PROJECTS 7 1/2 FEET
 LW0480'ABOVE THE LEVEL OF THE GROUND, AT THE NORTHEAST EDGE OF THE
 LW0480'HIGHEST PART OF THE ROCK, 183 FEET SOUTHWEST OF THE CENTER OF THE
 LW0480'INTERSECTION, 180 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 LW0480'1A, 70 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 138, 17
 LW0480'FEET EAST OF THE WEST END OF THE EXPOSED PART OF THE ROCK AND 5
 LW0480'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0480
 LW0480                          STATION RECOVERY (1988)
 LW0480
 LW0480'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0426 ***********************************************************************
 LW0426  DESIGNATION -  D 33
 LW0426  PID         -  LW0426
 LW0426  STATE/COUNTY-  RI/PROVIDENCE
 LW0426  USGS QUAD   -  PAWTUCKET (1975)
 LW0426
 LW0426                         *CURRENT SURVEY CONTROL
 LW0426  ___________________________________________________________________
 LW0426* NAD 83(1986)-  41 57 02.     (N)    071 24 41.     (W)     SCALED    
 LW0426* NAVD 88     -        90.258  (meters)     296.12   (feet)  ADJUSTED  
 LW0426  ___________________________________________________________________
 LW0426  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LW0426  DYNAMIC HT  -          90.231 (meters)     296.03  (feet)  COMP
 LW0426  MODELED GRAV-     980,322.8   (mgal)                       NAVD 88
 LW0426
 LW0426  VERT ORDER  -  SECOND    CLASS 0
 LW0426
 LW0426.The horizontal coordinates were scaled from a topographic map and have
 LW0426.an estimated accuracy of +/- 6 seconds.
 LW0426
 LW0426.The orthometric height was determined by differential leveling
 LW0426.and adjusted by the National Geodetic Survey in June 1991..
 LW0426
 LW0426.The geoid height was determined by GEOID03.
 LW0426
 LW0426.The dynamic height is computed by dividing the NAVD 88
 LW0426.geopotential number by the normal gravity value computed on the
 LW0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0426.degrees latitude (g = 980.6199 gals.).
 LW0426
 LW0426.The modeled gravity was interpolated from observed gravity values.
 LW0426
 LW0426;                    North         East    Units  Estimated Accuracy
 LW0426;SPC RI       -    96,320.      107,350.      MT  (+/- 180 meters Scaled)
 LW0426
 LW0426                          SUPERSEDED SURVEY CONTROL
 LW0426
 LW0426  NGVD 29 (??/??/92)   90.493  (m)          296.89   (f) ADJ UNCH    2 0
 LW0426
 LW0426.Superseded values are not recommended for survey control.
 LW0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0426.See file dsdata.txt to determine how the superseded data were derived.
 LW0426
 LW0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG001470(NAD 83)
 LW0426_MARKER: DB = BENCH MARK DISK
 LW0426_SETTING: 66 = SET IN ROCK OUTCROP
 LW0426_SP_SET: ROCK LEDGE
 LW0426_STAMPING: D 33 1969
 LW0426_MARK LOGO: CGS   
 LW0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0426+STABILITY: POSITION/ELEVATION WELL
 LW0426
 LW0426  HISTORY     - Date     Condition        Report By
 LW0426  HISTORY     - 1969     MONUMENTED       CGS
 LW0426  HISTORY     - 1986     GOOD             RIGS
 LW0426
 LW0426                          STATION DESCRIPTION
 LW0426
 LW0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0426'11.6 MI NE FROM PROVIDENCE.
 LW0426'ABOUT 8.0 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0426'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0426'AT PROVIDENCE, THENCE 3.6 MILES EAST ALONG INTERSTATE HIGHWAY
 LW0426'295, ABOUT 0.45 MILE WEST OF THE STATE HIGHWAY 114 OVERPASS OVER
 LW0426'I-295, ABOUT 0.1 MILE EAST OF THE INTERSTATE HIGHWAY 295 OVERPASS
 LW0426'OVER LEIGH ROAD, SET IN THE TOP OF A ROCK WHICH IS 12 FEET LONG
 LW0426'AT GROUND LEVEL AND 4 FEET HIGH, 56 1/2 FEET SOUTH OF THE CENTER
 LW0426'LINE OF THE EASTBOUND LANE OF THE HIGHWAY AND 4 FEET ABOVE THE
 LW0426'LEVEL OF THE HIGHWAY.
 LW0426
 LW0426                          STATION RECOVERY (1986)
 LW0426
 LW0426'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0474 ***********************************************************************
 LW0474  DESIGNATION -  D 34
 LW0474  PID         -  LW0474
 LW0474  STATE/COUNTY-  RI/NEWPORT
 LW0474  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0474
 LW0474                         *CURRENT SURVEY CONTROL
 LW0474  ___________________________________________________________________
 LW0474* NAD 83(1986)-  41 30 47.     (N)    071 22 02.     (W)     SCALED    
 LW0474* NAVD 88     -         1.978  (meters)       6.49   (feet)  ADJUSTED  
 LW0474  ___________________________________________________________________
 LW0474  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW0474  DYNAMIC HT  -           1.977 (meters)       6.49  (feet)  COMP
 LW0474  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 LW0474
 LW0474  VERT ORDER  -  SECOND    CLASS 0
 LW0474
 LW0474.The horizontal coordinates were scaled from a topographic map and have
 LW0474.an estimated accuracy of +/- 6 seconds.
 LW0474
 LW0474.The orthometric height was determined by differential leveling
 LW0474.and adjusted by the National Geodetic Survey in June 1991..
 LW0474
 LW0474.The geoid height was determined by GEOID03.
 LW0474
 LW0474.The dynamic height is computed by dividing the NAVD 88
 LW0474.geopotential number by the normal gravity value computed on the
 LW0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0474.degrees latitude (g = 980.6199 gals.).
 LW0474
 LW0474.The modeled gravity was interpolated from observed gravity values.
 LW0474
 LW0474;                    North         East    Units  Estimated Accuracy
 LW0474;SPC RI       -    47,730.      111,080.      MT  (+/- 180 meters Scaled)
 LW0474
 LW0474                          SUPERSEDED SURVEY CONTROL
 LW0474
 LW0474  NGVD 29 (??/??/92)    2.253  (m)            7.39   (f) ADJ UNCH    2 0
 LW0474
 LW0474.Superseded values are not recommended for survey control.
 LW0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0474.See file dsdata.txt to determine how the superseded data were derived.
 LW0474
 LW0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF024984(NAD 83)
 LW0474_MARKER: DB = BENCH MARK DISK
 LW0474_SETTING: 80 = SET IN A BOULDER
 LW0474_SP_SET: BOULDER
 LW0474_STAMPING: D 34 1969
 LW0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0474+STABILITY: SURFACE MOTION
 LW0474
 LW0474  HISTORY     - Date     Condition        Report By
 LW0474  HISTORY     - 1969     MONUMENTED       CGS
 LW0474  HISTORY     - 1988     GOOD             USPSQD
 LW0474
 LW0474                          STATION DESCRIPTION
 LW0474
 LW0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0474'2.2 MI SE FROM JAMESTOWN.
 LW0474'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 138 FROM THE EAST END
 LW0474'OF THE JAMESTOWN BRIDGE OVER WEST NARRAGANSETT BAY PASSAGE,
 LW0474'THENCE 0.95 MILE SOUTH ALONG STATE HIGHWAY 138 (EAST SHORE ROAD),
 LW0474'0.15 MILE NORTHWEST OF THE TOLL BOOTH FOR THE LARGE NEWPORT
 LW0474'BRIDGE OVER NARRAGANSETT BAY, SET ON THE TOP OF A 7-BY-3-FOOT
 LW0474'EXPOSED PORTION OF A BURIED BOULDER WHICH IS FLUSH WITH THE
 LW0474'GROUND, 180 FEET SOUTH OF THE NORTH END OF A GRASSY TRIANGULAR
 LW0474'PLOT, 44 FEET NORTHWEST OF THE NORTHWEST CURB OF THE EASTBOUND
 LW0474'LANE OF STATE HIGHWAY 138, 60 FEET SOUTHEAST OF THE SOUTHEAST
 LW0474'CURB OF EAST SHORE ROAD, 51 FEET SOUTH OF THE CENTER OF A STONE
 LW0474'MASONARY HEAD WALL FOR AN 18 INCH PIPE CULVERT, ABOUT 4 FEET
 LW0474'BELOW THE LEVEL OF STATE HIGHWAY 138.
 LW0474
 LW0474                          STATION RECOVERY (1988)
 LW0474
 LW0474'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0102 ***********************************************************************
 LW0102  DESIGNATION -  D 9
 LW0102  PID         -  LW0102
 LW0102  STATE/COUNTY-  RI/WASHINGTON
 LW0102  USGS QUAD   -  WICKFORD (1995)
 LW0102
 LW0102                         *CURRENT SURVEY CONTROL
 LW0102  ___________________________________________________________________
 LW0102* NAD 83(1986)-  41 37 19.     (N)    071 25 55.     (W)     SCALED    
 LW0102* NAVD 88     -        15.516  (meters)      50.91   (feet)  ADJUSTED  
 LW0102  ___________________________________________________________________
 LW0102  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW0102  DYNAMIC HT  -          15.511 (meters)      50.89  (feet)  COMP
 LW0102  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 LW0102
 LW0102  VERT ORDER  -  FIRST     CLASS I
 LW0102
 LW0102.The horizontal coordinates were scaled from a topographic map and have
 LW0102.an estimated accuracy of +/- 6 seconds.
 LW0102
 LW0102.The orthometric height was determined by differential leveling
 LW0102.and adjusted by the National Geodetic Survey in June 1991..
 LW0102
 LW0102.The geoid height was determined by GEOID03.
 LW0102
 LW0102.The dynamic height is computed by dividing the NAVD 88
 LW0102.geopotential number by the normal gravity value computed on the
 LW0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0102.degrees latitude (g = 980.6199 gals.).
 LW0102
 LW0102.The modeled gravity was interpolated from observed gravity values.
 LW0102
 LW0102;                    North         East    Units  Estimated Accuracy
 LW0102;SPC RI       -    59,820.      105,670.      MT  (+/- 180 meters Scaled)
 LW0102
 LW0102                          SUPERSEDED SURVEY CONTROL
 LW0102
 LW0102  NGVD 29 (??/??/92)   15.779  (m)           51.77   (f) ADJ UNCH    1 1
 LW0102
 LW0102.Superseded values are not recommended for survey control.
 LW0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0102.See file dsdata.txt to determine how the superseded data were derived.
 LW0102
 LW0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG973106(NAD 83)
 LW0102_MARKER: DB = BENCH MARK DISK
 LW0102_SETTING: 66 = SET IN ROCK OUTCROP
 LW0102_SP_SET: ROCK OUTCROP
 LW0102_STAMPING: D 9 1958
 LW0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0102+STABILITY: POSITION/ELEVATION WELL
 LW0102
 LW0102  HISTORY     - Date     Condition        Report By
 LW0102  HISTORY     - 1958     MONUMENTED       CGS
 LW0102  HISTORY     - 1965     GOOD             NGS
 LW0102
 LW0102                          STATION DESCRIPTION
 LW0102
 LW0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0102'6.2 MI SE FROM EAST GREENWICH.
 LW0102'4.2 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LW0102'EAST GREENWICH, THENCE 1.6 MILES EAST AND NORTH ALONG NEWCOMB ROAD,
 LW0102'THENCE 0.4 MILE NORTHEAST ALONG FLETCHERS ROAD, 247 FEET NORTHWEST
 LW0102'OF THE APPROXIMATE CENTER OF THE JUNCTION OF FLETCHERS AND HAPPY
 LW0102'ROAD, ON THE SOUTHEAST SLOPE AND NEAR THE TOP OF A SHORT STEEP
 LW0102'HILL, SET ON THE TOP OF A ROCK OUTCROP WHICH IS ABOUT 4 FEET
 LW0102'LONG AND 2 FEET WIDE AND FLUSH WITH THE GROUND, 41 FEET
 LW0102'NORTHEAST OF THE CENTER LINE OF HAPPY ROAD, 61 FEET EAST OF A
 LW0102'BRACE POLE FOR A TELEPHONE CABLE POLE AND ABOUT LEVEL WITH THE
 LW0102'ROAD.  NOTE-- MARK MAY BE REACHED BY GOING 1.1 MILES SOUTH ALONG
 LW0102'U.S. HIGHWAY 1 FROM THE POST OFFICE AT EAST GREENWICH, THENCE 1.6
 LW0102'MILES SOUTHEAST ALONG FORGE ROAD, THENCE 0.3 MILE NORTHEAST ALONG
 LW0102'QUIDNESSETT ROAD, THENCE 1.25 MILES SOUTHEAST ALONG FLETCHERS
 LW0102'ROAD TO JUNCTION OF HAPPY ROAD AND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1289 ***********************************************************************
 LW1289  DESIGNATION -  DAMIANO
 LW1289  PID         -  LW1289
 LW1289  STATE/COUNTY-  RI/PROVIDENCE
 LW1289  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1289
 LW1289                         *CURRENT SURVEY CONTROL
 LW1289  ___________________________________________________________________
 LW1289* NAD 83(1996)-  41 48 33.47238(N)    071 45 29.78004(W)     ADJUSTED  
 LW1289* NAVD 88     -       197.865  (meters)     649.16   (feet)  ADJUSTED  
 LW1289  ___________________________________________________________________
 LW1289  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 LW1289  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW1289  DYNAMIC HT  -         197.795 (meters)     648.93  (feet)  COMP
 LW1289  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 LW1289
 LW1289  HORZ ORDER  -  FIRST
 LW1289  VERT ORDER  -  SECOND    CLASS 0
 LW1289
 LW1289.The horizontal coordinates were established by classical geodetic methods
 LW1289.and adjusted by the National Geodetic Survey in August 1998..
 LW1289
 LW1289.The orthometric height was determined by differential leveling
 LW1289.and adjusted by the National Geodetic Survey in June 1991..
 LW1289
 LW1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1289
 LW1289.The geoid height was determined by GEOID03.
 LW1289
 LW1289.The dynamic height is computed by dividing the NAVD 88
 LW1289.geopotential number by the normal gravity value computed on the
 LW1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1289.degrees latitude (g = 980.6199 gals.).
 LW1289
 LW1289.The modeled gravity was interpolated from observed gravity values.
 LW1289
 LW1289;                    North         East     Units Scale Factor Converg.
 LW1289;SPC RI       -    80,659.215    78,538.304   MT  0.99999942   -0 10 19.8
 LW1289;SPC RI       -   264,629.44    257,671.09   sFT  0.99999942   -0 10 19.8
 LW1289;SPC CT       -   261,264.163   387,208.633   MT  0.99999469   +0 39 27.3
 LW1289;SPC CT       -   857,164.17  1,270,366.99   sFT  0.99999469   +0 39 27.3
 LW1289;UTM  19      - 4,632,281.330   270,875.685   MT  1.00024606   -1 50 22.6
 LW1289
 LW1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1289!SPC RI       -   0.99997364  x   0.99999942  =   0.99997306
 LW1289!SPC CT       -   0.99997364  x   0.99999469  =   0.99996833
 LW1289!UTM  19      -   0.99997364  x   1.00024606  =   1.00021969
 LW1289
 LW1289:                Primary Azimuth Mark                     Grid Az
 LW1289:SPC RI       -  CHOPMIST HILL FIRE TOWER                 064 21 33.3
 LW1289:SPC CT       -  CHOPMIST HILL FIRE TOWER                 063 31 46.2
 LW1289:UTM  19      -  CHOPMIST HILL FIRE TOWER                 066 01 36.1
 LW1289
 LW1289|---------------------------------------------------------------------|
 LW1289| PID    Reference Object                     Distance      Geod. Az  |
 LW1289|                                                           dddmmss.s |
 LW1289| LW3505 CHOPMIST HILL FIRE TOWER            APPROX. 8.2 KM 0641113.5 |
 LW1289| LW3504 CHOPMIST 2                          APPROX. 8.2 KM 0643542.5 |
 LW1289| LW1291 DAMIANO RM 3                         67.480 METERS 26631     |
 LW1289| LW1290 DAMIANO RM 2                         25.976 METERS 26807     |
 LW1289| LW3663 N FOSTER RAD STA WXCN FM MAST       APPROX. 5.0 KM 3400523.9 |
 LW1289| LW1288 DAMIANO RM 1                         19.567 METERS 34041     |
 LW1289|---------------------------------------------------------------------|
 LW1289
 LW1289                          SUPERSEDED SURVEY CONTROL
 LW1289
 LW1289  NAD 83(1996)-  41 48 33.47189(N)    071 45 29.77972(W) AD(       ) 1
 LW1289  NAD 83(1992)-  41 48 33.47127(N)    071 45 29.77924(W) AD(       ) 1
 LW1289  NAD 83(1992)-  41 48 33.47113(N)    071 45 29.77950(W) AD(       ) 1
 LW1289  NAD 83(1986)-  41 48 33.47157(N)    071 45 29.77900(W) AD(       ) 1
 LW1289  NAD 27      -  41 48 33.11350(N)    071 45 31.52783(W) AD(       ) 1
 LW1289  NGVD 29 (??/??/92)  198.105  (m)          649.95   (f) ADJ UNCH    2 0
 LW1289
 LW1289.Superseded values are not recommended for survey control.
 LW1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1289.See file dsdata.txt to determine how the superseded data were derived.
 LW1289
 LW1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7087632281(NAD 83)
 LW1289_MARKER: DS = TRIANGULATION STATION DISK
 LW1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1289_SP_SET: CONCRETE POST
 LW1289_STAMPING: DAMIANO 1968
 LW1289_MARK LOGO: CGS   
 LW1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1289+STABILITY: SURFACE MOTION
 LW1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1289+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LW1289
 LW1289  HISTORY     - Date     Condition        Report By
 LW1289  HISTORY     - 1968     MONUMENTED       CGS
 LW1289  HISTORY     - 1969     GOOD             NGS
 LW1289  HISTORY     - 1987     GOOD             USPSQD
 LW1289  HISTORY     - 1988     GOOD             USPSQD
 LW1289  HISTORY     - 19890707 GOOD             RIGS
 LW1289
 LW1289                          STATION DESCRIPTION
 LW1289
 LW1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1289'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF EAST
 LW1289'KILLINGLY, 2-1/4 MILES NORTHWEST OF FOSTER CENTER, 0.1 MILE SOUTH
 LW1289'OF U.S. HIGHWAY 6 AND ON PROPERTY OWNED BY ANTHONY DAMIANO.
 LW1289'
 LW1289'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LW1289'STATE HIGHWAY 94, ABOUT 3 MILES WEST OF CHOPMIST, GO WEST ON HIGHWAY
 LW1289'6 FOR 1.35 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 LW1289'GO SOUTH ON RICKARD ROAD FOR 0.05 MILE TO A DIM TRACK ROAD RIGHT
 LW1289'AND THE STATION ON THE RIGHT AS DESCRIBED.
 LW1289'
 LW1289'STATION MARK, STAMPED DAMIANO 1968 IS A STANDARD DISK SET IN A
 LW1289'ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 42 FEET WEST
 LW1289'OF THE CENTER OF RICKARD ROAD, 17 FEET SOUTH OF THE DIM TRACK ROAD
 LW1289'AND 5 FEET EAST OF A METAL WITNESS POST.
 LW1289'
 LW1289'RM 1, STAMPED DAMIANO NO 1 1968 IS A STANDARD DISK SET IN A DRILL
 LW1289'HOLE IN A 4 X 5 FOOT BOULDER WHICH PROJECTS 1 FOOT.  IT IS 42 FEET
 LW1289'WEST OF THE CENTER OF RICKARD ROAD AND 5 FEET NORTHWEST OF A METAL
 LW1289'WITNESS POST.
 LW1289'
 LW1289'RM 2, STAMPED DAMIANO NO 2 1968 IS A STANDARD DISK SET IN THE TOP
 LW1289'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 81 FEET
 LW1289'WEST OF THE METAL WITNESS POST AT THE STATION AND 8 FEET EAST
 LW1289'OF A 6-INCH POPLAR TREE.
 LW1289'
 LW1289'RM 3, STAMPED DAMIANO NO 3 1968 IS A STANDARD DISK SET IN A DRILL
 LW1289'HOLE IN A 4 X 4 FOOT BOULDER WHICH PROJECTS 3 FEET.  IT IS 10 FEET
 LW1289'SOUTH OF AN 8-INCH POPLAR TREE, 3.5 FEET NORTH OF A 7-INCH MAPLE
 LW1289'TREE AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.
 LW1289'
 LW1289'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LW1289
 LW1289                          STATION RECOVERY (1969)
 LW1289
 LW1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1289'1.4 MI W FROM SIMMONS CORNER.
 LW1289'ABOUT 1.35 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1289'OF STATE HIGHWAY 94 AT SIMMONS CORNER, THENCE 0.05 MILE SOUTH
 LW1289'ALONG RICKARD ROAD, NEAR THE SOUTHEAST CORNER OF A SMALL CLEARING,
 LW1289'50 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A DIM ROAD
 LW1289'LEADING WEST, 42 1/2 FEET WEST OF THE CENTER LINE OF RICKARD
 LW1289'ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE DIM ROAD, 22 FEET
 LW1289'WEST OF THE WEST FACE OF A STONE FENCE, 5.2 FEET EAST OF A METAL
 LW1289'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 LW1289'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 LW1289'GROUND.
 LW1289
 LW1289                          STATION RECOVERY (1987)
 LW1289
 LW1289'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1289'RECOVERED IN GOOD CONDITION.
 LW1289
 LW1289                          STATION RECOVERY (1988)
 LW1289
 LW1289'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1289'RECOVERED IN GOOD CONDITION.
 LW1289
 LW1289                          STATION RECOVERY (1989)
 LW1289
 LW1289'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1288 ***********************************************************************
 LW1288  DESIGNATION -  DAMIANO RM 1
 LW1288  PID         -  LW1288
 LW1288  STATE/COUNTY-  RI/PROVIDENCE
 LW1288  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1288
 LW1288                         *CURRENT SURVEY CONTROL
 LW1288  ___________________________________________________________________
 LW1288* NAD 83(1986)-  41 48 33.     (N)    071 45 29.     (W)     SCALED    
 LW1288* NAVD 88     -       197.987  (meters)     649.56   (feet)  ADJUSTED  
 LW1288  ___________________________________________________________________
 LW1288  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW1288  DYNAMIC HT  -         197.917 (meters)     649.33  (feet)  COMP
 LW1288  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 LW1288
 LW1288  VERT ORDER  -  SECOND    CLASS 0
 LW1288
 LW1288.The horizontal coordinates were scaled from a topographic map and have
 LW1288.an estimated accuracy of +/- 6 seconds.
 LW1288
 LW1288.The orthometric height was determined by differential leveling
 LW1288.and adjusted by the National Geodetic Survey in June 1991..
 LW1288
 LW1288.The geoid height was determined by GEOID03.
 LW1288
 LW1288.The dynamic height is computed by dividing the NAVD 88
 LW1288.geopotential number by the normal gravity value computed on the
 LW1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1288.degrees latitude (g = 980.6199 gals.).
 LW1288
 LW1288.The modeled gravity was interpolated from observed gravity values.
 LW1288
 LW1288;                    North         East    Units  Estimated Accuracy
 LW1288;SPC RI       -    80,650.       78,560.      MT  (+/- 180 meters Scaled)
 LW1288
 LW1288                          SUPERSEDED SURVEY CONTROL
 LW1288
 LW1288  NGVD 29 (??/??/92)  198.227  (m)          650.35   (f) ADJ UNCH    2 0
 LW1288
 LW1288.Superseded values are not recommended for survey control.
 LW1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1288.See file dsdata.txt to determine how the superseded data were derived.
 LW1288
 LW1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG708322(NAD 83)
 LW1288_MARKER: DR = REFERENCE MARK DISK
 LW1288_SETTING: 80 = SET IN A BOULDER
 LW1288_SP_SET: BOULDER
 LW1288_STAMPING: DAMIANO NO 1 1968
 LW1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1288+STABILITY: SURFACE MOTION
 LW1288
 LW1288  HISTORY     - Date     Condition        Report By
 LW1288  HISTORY     - 1968     MONUMENTED       CGS
 LW1288  HISTORY     - 1969     GOOD             NGS
 LW1288  HISTORY     - 1987     GOOD             USPSQD
 LW1288
 LW1288                          STATION DESCRIPTION
 LW1288
 LW1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1288'1.4 MI W FROM SIMMONS CORNER.
 LW1288'ABOUT 1.35 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1288'OF STATE HIGHWAY 94 AT SIMMONS CORNER, THENCE 0.05 MILE SOUTH
 LW1288'ALONG RICKARD ROAD, ALONG THE NORTH SIDE OF A SMALL CLEARING,
 LW1288'SET IN THE TOP OF AN IMBEDDED BOULDER WHICH IS ABOUT 6 FEET
 LW1288'WIDE AND 1 FOOT HIGH AT THE SOUTH END, 64.2 FEET NORTH OF THE
 LW1288'STATION MARK DESCRIBED, 48 FEET NORTH OF THE CENTER LINE OF AN
 LW1288'OLD ROAD, 40 FEET WEST OF THE CENTER LINE OF RICKARD ROAD, 11.4
 LW1288'FEET NORTHWEST OF THE NORTHWEST FACE OF THE CONCRETE CASING
 LW1288'IN AN OLD WELL, 5.1 FEET NORTHWEST OF A METAL WITNESS POST,
 LW1288'ABOUT LEVEL WITH THE ROAD AND OLD ROAD.
 LW1288
 LW1288                          STATION RECOVERY (1987)
 LW1288
 LW1288'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1290 ***********************************************************************
 LW1290  DESIGNATION -  DAMIANO RM 2
 LW1290  PID         -  LW1290
 LW1290  STATE/COUNTY-  RI/PROVIDENCE
 LW1290  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1290
 LW1290                         *CURRENT SURVEY CONTROL
 LW1290  ___________________________________________________________________
 LW1290* NAD 83(1986)-  41 48 33.     (N)    071 45 29.     (W)     SCALED    
 LW1290* NAVD 88     -       197.634  (meters)     648.40   (feet)  ADJUSTED  
 LW1290  ___________________________________________________________________
 LW1290  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW1290  DYNAMIC HT  -         197.564 (meters)     648.17  (feet)  COMP
 LW1290  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 LW1290
 LW1290  VERT ORDER  -  SECOND    CLASS 0
 LW1290
 LW1290.The horizontal coordinates were scaled from a topographic map and have
 LW1290.an estimated accuracy of +/- 6 seconds.
 LW1290
 LW1290.The orthometric height was determined by differential leveling
 LW1290.and adjusted by the National Geodetic Survey in June 1991..
 LW1290
 LW1290.The geoid height was determined by GEOID03.
 LW1290
 LW1290.The dynamic height is computed by dividing the NAVD 88
 LW1290.geopotential number by the normal gravity value computed on the
 LW1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1290.degrees latitude (g = 980.6199 gals.).
 LW1290
 LW1290.The modeled gravity was interpolated from observed gravity values.
 LW1290
 LW1290;                    North         East    Units  Estimated Accuracy
 LW1290;SPC RI       -    80,650.       78,560.      MT  (+/- 180 meters Scaled)
 LW1290
 LW1290                          SUPERSEDED SURVEY CONTROL
 LW1290
 LW1290  NGVD 29 (??/??/92)  197.874  (m)          649.19   (f) ADJ UNCH    2 0
 LW1290
 LW1290.Superseded values are not recommended for survey control.
 LW1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1290.See file dsdata.txt to determine how the superseded data were derived.
 LW1290
 LW1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG708322(NAD 83)
 LW1290_MARKER: DR = REFERENCE MARK DISK
 LW1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1290_STAMPING: DAMIANO NO 2 1968
 LW1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1290+STABILITY: SURFACE MOTION
 LW1290
 LW1290  HISTORY     - Date     Condition        Report By
 LW1290  HISTORY     - 1968     MONUMENTED       CGS
 LW1290  HISTORY     - 1969     GOOD             NGS
 LW1290  HISTORY     - 1987     GOOD             USPSQD
 LW1290
 LW1290                          STATION DESCRIPTION
 LW1290
 LW1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1290'1.4 MI W FROM SIMMONS CORNER.
 LW1290'ABOUT 1.35 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1290'OF STATE HIGHWAY 94 AT SIMMONS CORNER, THENCE 0.05 MILE SOUTH
 LW1290'ALONG RICARD ROAD, 85.2 FEET WEST OF THE STATION MARK DESCRIBED,
 LW1290'AT THE WEST EDGE OF A SMALL CLEARING, 21 1/2 FEET NORTH OF THE
 LW1290'CENTER LINE OF AN OLD ROAD, 3 FEET NORTH OF A LINE BETWEEN THE
 LW1290'STATION AND RM 3 DESCRIBED, ABOUT LEVEL WITH THE OLD ROAD AND
 LW1290'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LW1290'THE LEVEL OF THE GROUND.
 LW1290
 LW1290                          STATION RECOVERY (1987)
 LW1290
 LW1290'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1291 ***********************************************************************
 LW1291  DESIGNATION -  DAMIANO RM 3
 LW1291  PID         -  LW1291
 LW1291  STATE/COUNTY-  RI/PROVIDENCE
 LW1291  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1291
 LW1291                         *CURRENT SURVEY CONTROL
 LW1291  ___________________________________________________________________
 LW1291* NAD 83(1986)-  41 48 33.     (N)    071 45 29.     (W)     SCALED    
 LW1291* NAVD 88     -       197.197  (meters)     646.97   (feet)  ADJUSTED  
 LW1291  ___________________________________________________________________
 LW1291  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW1291  DYNAMIC HT  -         197.127 (meters)     646.74  (feet)  COMP
 LW1291  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 LW1291
 LW1291  VERT ORDER  -  SECOND    CLASS 0
 LW1291
 LW1291.The horizontal coordinates were scaled from a topographic map and have
 LW1291.an estimated accuracy of +/- 6 seconds.
 LW1291
 LW1291.The orthometric height was determined by differential leveling
 LW1291.and adjusted by the National Geodetic Survey in June 1991..
 LW1291
 LW1291.The geoid height was determined by GEOID03.
 LW1291
 LW1291.The dynamic height is computed by dividing the NAVD 88
 LW1291.geopotential number by the normal gravity value computed on the
 LW1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1291.degrees latitude (g = 980.6199 gals.).
 LW1291
 LW1291.The modeled gravity was interpolated from observed gravity values.
 LW1291
 LW1291;                    North         East    Units  Estimated Accuracy
 LW1291;SPC RI       -    80,650.       78,560.      MT  (+/- 180 meters Scaled)
 LW1291
 LW1291                          SUPERSEDED SURVEY CONTROL
 LW1291
 LW1291  NGVD 29 (??/??/92)  197.437  (m)          647.76   (f) ADJ UNCH    2 0
 LW1291
 LW1291.Superseded values are not recommended for survey control.
 LW1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1291.See file dsdata.txt to determine how the superseded data were derived.
 LW1291
 LW1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG708322(NAD 83)
 LW1291_MARKER: DR = REFERENCE MARK DISK
 LW1291_SETTING: 80 = SET IN A BOULDER
 LW1291_SP_SET: BOULDER
 LW1291_STAMPING: DAMIANO NO 3 1968
 LW1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1291+STABILITY: SURFACE MOTION
 LW1291
 LW1291  HISTORY     - Date     Condition        Report By
 LW1291  HISTORY     - 1968     MONUMENTED       CGS
 LW1291  HISTORY     - 1969     GOOD             NGS
 LW1291  HISTORY     - 1987     GOOD             USPSQD
 LW1291
 LW1291                          STATION DESCRIPTION
 LW1291
 LW1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1291'1.4 MI W FROM SIMMONS CORNER.
 LW1291'ABOUT 1.35 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1291'OF STATE HIGHWAY 94 AT SIMMONS CORNER, THENCE 0.05 MILE SOUTH
 LW1291'ALONG RICKARD ROAD, IN A THICKET, 221.4 FEET WEST OF THE STATION
 LW1291'MARK DESCRIBED, SET IN THE TOP OF A SURFACE BOULDER WHICH IS
 LW1291'ABOUT 5 FEET ACROSS AND PROJECTS 2 1/2 FEET ABOVE THE LEVEL
 LW1291'OF THE GROUND, 4 FEET SOUTH OF A METAL WITNESS POST AND ABOUT
 LW1291'LEVEL WITH THE STATION MARK.
 LW1291
 LW1291                          STATION RECOVERY (1987)
 LW1291
 LW1291'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1275 ***********************************************************************
 LW1275  DESIGNATION -  DANIELSON
 LW1275  PID         -  LW1275
 LW1275  STATE/COUNTY-  RI/PROVIDENCE
 LW1275  USGS QUAD   -  CLAYVILLE (1975)
 LW1275
 LW1275                         *CURRENT SURVEY CONTROL
 LW1275  ___________________________________________________________________
 LW1275* NAD 83(1996)-  41 49 32.40299(N)    071 40 23.46605(W)     ADJUSTED  
 LW1275* NAVD 88     -       196.076  (meters)     643.29   (feet)  ADJUSTED  
 LW1275  ___________________________________________________________________
 LW1275  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 LW1275  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW1275  DYNAMIC HT  -         196.008 (meters)     643.07  (feet)  COMP
 LW1275  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 LW1275
 LW1275  HORZ ORDER  -  FIRST
 LW1275  VERT ORDER  -  SECOND    CLASS 0
 LW1275
 LW1275.The horizontal coordinates were established by classical geodetic methods
 LW1275.and adjusted by the National Geodetic Survey in August 1998..
 LW1275
 LW1275.The orthometric height was determined by differential leveling
 LW1275.and adjusted by the National Geodetic Survey in June 1991..
 LW1275
 LW1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1275
 LW1275.The geoid height was determined by GEOID03.
 LW1275
 LW1275.The dynamic height is computed by dividing the NAVD 88
 LW1275.geopotential number by the normal gravity value computed on the
 LW1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1275.degrees latitude (g = 980.6199 gals.).
 LW1275
 LW1275.The modeled gravity was interpolated from observed gravity values.
 LW1275
 LW1275;                    North         East     Units Scale Factor Converg.
 LW1275;SPC RI       -    82,459.626    85,612.480   MT  0.99999630   -0 06 55.8
 LW1275;SPC RI       -   270,536.29    280,880.28   sFT  0.99999630   -0 06 55.8
 LW1275;UTM  19      - 4,633,875.469   278,000.887   MT  1.00020650   -1 47 00.2
 LW1275
 LW1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1275!SPC RI       -   0.99997391  x   0.99999630  =   0.99997021
 LW1275!UTM  19      -   0.99997391  x   1.00020650  =   1.00018041
 LW1275
 LW1275:                Primary Azimuth Mark                     Grid Az
 LW1275:SPC RI       -  CHOPMIST HILL FIRE TOWER                 009 16 13.7
 LW1275:UTM  19      -  CHOPMIST HILL FIRE TOWER                 010 56 18.1
 LW1275
 LW1275|---------------------------------------------------------------------|
 LW1275| PID    Reference Object                     Distance      Geod. Az  |
 LW1275|                                                           dddmmss.s |
 LW1275| LW3505 CHOPMIST HILL FIRE TOWER            APPROX. 1.8 KM 0090917.9 |
 LW1275| LW1274 DANIELSON RM 1                       25.595 METERS 11108     |
 LW1275| LW1277 DANIELSON AZ MK                                    2774228.0 |
 LW1275| LW3663 N FOSTER RAD STA WXCN FM MAST       APPROX. 9.3 KM 2882649.1 |
 LW1275| LW1276 DANIELSON RM 2                       25.475 METERS 29010     |
 LW1275|---------------------------------------------------------------------|
 LW1275
 LW1275                          SUPERSEDED SURVEY CONTROL
 LW1275
 LW1275  NAD 83(1996)-  41 49 32.40257(N)    071 40 23.46578(W) AD(       ) 1
 LW1275  NAD 83(1992)-  41 49 32.40180(N)    071 40 23.46521(W) AD(       ) 1
 LW1275  NAD 83(1992)-  41 49 32.40163(N)    071 40 23.46542(W) AD(       ) 1
 LW1275  NAD 83(1986)-  41 49 32.40180(N)    071 40 23.46482(W) AD(       ) 1
 LW1275  NAD 27      -  41 49 32.04402(N)    071 40 25.22467(W) AD(       ) 1
 LW1275  NGVD 29 (??/??/92)  196.319  (m)          644.09   (f) ADJ UNCH    2 0
 LW1275
 LW1275.Superseded values are not recommended for survey control.
 LW1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1275.See file dsdata.txt to determine how the superseded data were derived.
 LW1275
 LW1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7800133875(NAD 83)
 LW1275_MARKER: DS = TRIANGULATION STATION DISK
 LW1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1275_STAMPING: DANIELSON 1968
 LW1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1275+STABILITY: SURFACE MOTION
 LW1275
 LW1275  HISTORY     - Date     Condition        Report By
 LW1275  HISTORY     - 1968     MONUMENTED       CGS
 LW1275  HISTORY     - 1969     GOOD             NGS
 LW1275  HISTORY     - 19900825 GOOD             USPSQD
 LW1275
 LW1275                          STATION DESCRIPTION
 LW1275
 LW1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1275'STATION IS LOCATED ABOUT 13-1/2 MILES WEST OF CENTER OF DOWNTOWN
 LW1275'PROVIDENCE, 6-1/2 MILES SOUTH OF CHEPACHET, 4-3/4 MILES WEST OF
 LW1275'NORTH SCITUATE, 3-3/4 MILES NORTHEAST OF FOREST CENTER AND 0.15
 LW1275'MILE SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LW1275'HIGHWAY 102.
 LW1275'
 LW1275'TO REACH FROM THE JUNCTION OF OLD U.S. HIGHWAY 6 AND STATE
 LW1275'HIGHWAY 102, (WHICH IS 4-1/2 MILES WEST OF NORTH SCITUATE), GO
 LW1275'WEST ON OLD STATE HIGHWAY 6 (NORTH SCITUATE BUSINESS ROUTE) FOR
 LW1275'0.1 MILE TO TRAFFIC ISLAND.  KEEP RIGHT (ONE WAY WEST) AND
 LW1275'CONTINUE WESTERLY FOR 0.05 MILE TO STATION ON LEFT AS DESCRIBED.
 LW1275'
 LW1275'STATION MARK, STAMPED DANIELSON 1968, IS SET IN A CONCRETE
 LW1275'CYLINDER WHICH IS SET FLUSH WITH THE GROUND.  IT IS 83 FEET
 LW1275'SOUTH OF POWER LINE POLE 28, 70 FEET NORTH OF POWER LINE POLE
 LW1275'206, 69 FEET SOUTH OF CENTER OF ROAD, 52.5 FEET NORTH OF CENTER
 LW1275'OF ASPHALT ROAD AND 52.5 FEET SOUTHWEST OF AN IRON MAN HOLE
 LW1275'COVER.
 LW1275'
 LW1275'RM 1, STAMPED DANIELSON NO 1 1968, IS SET IN A CONCRETE CYLINDER
 LW1275'FLUSH WITH THE GROUND.  IT IS 80 FEET NORTHWEST OF POWER LINE
 LW1275'POLE 203, 77 FEET SOUTHWEST OF POWER LINE POLE 29, 62 FEET
 LW1275'SOUTHWEST OF CENTER OF ROAD AND 29 FEET NORTH OF CENTER OF
 LW1275'ASPHALT ROAD.
 LW1275'
 LW1275'RM 2, STAMPED DANIELSON NO 2 1968, IS CEMENTED IN A DRILL HOLE IN
 LW1275'TOP OF A 1-1/2 BY 3 FOOT BEDROCK FORMATION WHICH IS FLUSH WITH
 LW1275'THE SURFACE OF THE GROUND.  IT IS 68 FEET SOUTH OF CENTER OF ROAD,
 LW1275'65.5 FEET SOUTHEAST OF TRAFFIC SIGNAL LIGHT AND 62 FEET SOUTHEAST
 LW1275'OF NORTH END OF GUARD RAIL.
 LW1275'
 LW1275'AZ MK, STAMPED DANIELSON 1968, IS CEMENTED IN A DRILL HOLE IN
 LW1275'TOP OF A 2-1/2 BY 3-1/2 FOOT BEDROCK FORMATION WHICH PROJECTS
 LW1275'ABOUT 1 FOOT.  IT IS 100 FEET NORTH OF THE NORTHEAST CORNER OF
 LW1275'LINE HAUL DINER, 98 FEET WEST OF CENTER OF DRIVEWAY, 42 FEET
 LW1275'WEST OF A POWER LINE POLE, 40 FEET NORTH OF CENTER OF U.S.
 LW1275'HIGHWAY 6 AND 1.7 FEET NORTHEAST OF A METAL WITNESS POST.
 LW1275'
 LW1275'TO REACH THE AZ MK FROM THE STATION, GO WESTERLY ON U.S. HIGHWAY
 LW1275'6 FOR 0.25 MILE TO MARK ON RIGHT AS DESCRIBED.
 LW1275'
 LW1275'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW1275
 LW1275                          STATION RECOVERY (1969)
 LW1275
 LW1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1275'3.4 MI E FROM SIMMONS CORNER.
 LW1275'ABOUT 3.35 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1275'OF STATE HIGHWAY 94 AT SIMMONS CORNER, ABOUT 0.1 MILE WEST ALONG
 LW1275'OLD U.S. HIGHWAY 6 (DANIELSON PIKE) FROM THE INTERSECTION OF
 LW1275'STATE HIGHWAY 102, 152 1/2 FEET SOUTHEAST OF THE CENTER OF THE
 LW1275'INTERSECTION OF THE EASTBOUND LANE OF U.S. HIGHWAY 6 AND THE
 LW1275'WESTBOUND LANE OF DANIELSON PIKE, BETWEEN THE TWO LANES OF THE
 LW1275'PIKE, 70 FEET NORTH OF AND ACROSS THE EASTBOUND LANE OF THE HIGHWAY
 LW1275'FROM POWER LINE POLE 209, 53 FEET NORTH OF THE CENTER LINE OF THE
 LW1275'EASTBOUND LANE, 67 FEET SOUTH OF THE CENTER LINE OF THE WESTBOUND
 LW1275'LANE, ABOUT LEVEL WITH THE PIKE AND SET IN THE TOP OF A CONCRETE
 LW1275'POST FLUSH WITH THE GROUND.
 LW1275
 LW1275                          STATION RECOVERY (1990)
 LW1275
 LW1275'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1277 ***********************************************************************
 LW1277  DESIGNATION -  DANIELSON AZ MK
 LW1277  PID         -  LW1277
 LW1277  STATE/COUNTY-  RI/PROVIDENCE
 LW1277  USGS QUAD   -  CLAYVILLE (1975)
 LW1277
 LW1277                         *CURRENT SURVEY CONTROL
 LW1277  ___________________________________________________________________
 LW1277* NAD 83(1986)-  41 49 33.     (N)    071 40 40.     (W)     SCALED    
 LW1277* NAVD 88     -       185.075  (meters)     607.20   (feet)  ADJUSTED  
 LW1277  ___________________________________________________________________
 LW1277  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW1277  DYNAMIC HT  -         185.011 (meters)     606.99  (feet)  COMP
 LW1277  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 LW1277
 LW1277  VERT ORDER  -  SECOND    CLASS 0
 LW1277
 LW1277.The horizontal coordinates were scaled from a topographic map and have
 LW1277.an estimated accuracy of +/- 6 seconds.
 LW1277
 LW1277.The orthometric height was determined by differential leveling
 LW1277.and adjusted by the National Geodetic Survey in June 1991..
 LW1277
 LW1277.The geoid height was determined by GEOID03.
 LW1277
 LW1277.The dynamic height is computed by dividing the NAVD 88
 LW1277.geopotential number by the normal gravity value computed on the
 LW1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1277.degrees latitude (g = 980.6199 gals.).
 LW1277
 LW1277.The modeled gravity was interpolated from observed gravity values.
 LW1277
 LW1277;                    North         East    Units  Estimated Accuracy
 LW1277;SPC RI       -    82,480.       85,230.      MT  (+/- 180 meters Scaled)
 LW1277
 LW1277                          SUPERSEDED SURVEY CONTROL
 LW1277
 LW1277  NGVD 29 (??/??/92)  185.317  (m)          607.99   (f) ADJ UNCH    2 0
 LW1277
 LW1277.Superseded values are not recommended for survey control.
 LW1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1277.See file dsdata.txt to determine how the superseded data were derived.
 LW1277
 LW1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG776339(NAD 83)
 LW1277_MARKER: DZ = AZIMUTH MARK DISK
 LW1277_SETTING: 80 = SET IN A BOULDER
 LW1277_SP_SET: BOULDER
 LW1277_STAMPING: DANIELSON 1968
 LW1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1277+STABILITY: SURFACE MOTION
 LW1277
 LW1277  HISTORY     - Date     Condition        Report By
 LW1277  HISTORY     - 1968     MONUMENTED       CGS
 LW1277  HISTORY     - 1969     GOOD             NGS
 LW1277  HISTORY     - 19900825 GOOD             USPSQD
 LW1277
 LW1277                          STATION DESCRIPTION
 LW1277
 LW1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1277'3.1 MI E FROM SIMMONS CORNER.
 LW1277'ABOUT 3.1 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1277'OF STATE HIGHWAY 94 AT SIMMONS CORNER, ABOUT 0.2 MILE EAST OF THE
 LW1277'JUNCTION OF DANIELSON PIKE AND OLD U.S. HIGHWAY 6, 103 1/2 FEET
 LW1277'NORTHWEST OF THE JUNCTION OF A DRIVEWAY LEADING NORTH, SET IN
 LW1277'THE TOP OF THE NORTH END OF AN IMBEDDED BOULDER WHICH IS 4 FEET
 LW1277'LONG, 1 1/2 FEET WIDE AND PROJECTS 1/2 FOOT ABOVE THE GROUND,
 LW1277'29 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE
 LW1277'HIGHWAY, 1.7 FEET NORTHEAST OF A METAL WITNESS POST AND ABOUT
 LW1277'LEVEL WITH THE HIGHWAY.
 LW1277
 LW1277                          STATION RECOVERY (1990)
 LW1277
 LW1277'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1274 ***********************************************************************
 LW1274  DESIGNATION -  DANIELSON RM 1
 LW1274  PID         -  LW1274
 LW1274  STATE/COUNTY-  RI/PROVIDENCE
 LW1274  USGS QUAD   -  CLAYVILLE (1975)
 LW1274
 LW1274                         *CURRENT SURVEY CONTROL
 LW1274  ___________________________________________________________________
 LW1274* NAD 83(1986)-  41 49 32.     (N)    071 40 23.     (W)     SCALED    
 LW1274* NAVD 88     -       196.317  (meters)     644.08   (feet)  ADJUSTED  
 LW1274  ___________________________________________________________________
 LW1274  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW1274  DYNAMIC HT  -         196.249 (meters)     643.86  (feet)  COMP
 LW1274  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 LW1274
 LW1274  VERT ORDER  -  SECOND    CLASS 0
 LW1274
 LW1274.The horizontal coordinates were scaled from a topographic map and have
 LW1274.an estimated accuracy of +/- 6 seconds.
 LW1274
 LW1274.The orthometric height was determined by differential leveling
 LW1274.and adjusted by the National Geodetic Survey in June 1991..
 LW1274
 LW1274.The geoid height was determined by GEOID03.
 LW1274
 LW1274.The dynamic height is computed by dividing the NAVD 88
 LW1274.geopotential number by the normal gravity value computed on the
 LW1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1274.degrees latitude (g = 980.6199 gals.).
 LW1274
 LW1274.The modeled gravity was interpolated from observed gravity values.
 LW1274
 LW1274;                    North         East    Units  Estimated Accuracy
 LW1274;SPC RI       -    82,450.       85,620.      MT  (+/- 180 meters Scaled)
 LW1274
 LW1274                          SUPERSEDED SURVEY CONTROL
 LW1274
 LW1274  NGVD 29 (??/??/92)  196.560  (m)          644.88   (f) ADJ UNCH    2 0
 LW1274
 LW1274.Superseded values are not recommended for survey control.
 LW1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1274.See file dsdata.txt to determine how the superseded data were derived.
 LW1274
 LW1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG780338(NAD 83)
 LW1274_MARKER: DB = BENCH MARK DISK
 LW1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1274_STAMPING: DANIELSON NO 1 1968
 LW1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1274+STABILITY: SURFACE MOTION
 LW1274
 LW1274  HISTORY     - Date     Condition        Report By
 LW1274  HISTORY     - 1968     MONUMENTED       CGS
 LW1274  HISTORY     - 1969     GOOD             NGS
 LW1274  HISTORY     - 19900825 GOOD             USPSQD
 LW1274
 LW1274                          STATION DESCRIPTION
 LW1274
 LW1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1274'3.4 MI E FROM SIMMONS CORNER.
 LW1274'ABOUT 3.35 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1274'OF STATE HIGHWAY 94 AT SIMMONS CORNER, 83.4 FEET EAST OF THE
 LW1274'STATION MARK DESCRIBED, 80 FEET NORTHWEST OF AND ACROSS THE
 LW1274'EASTBOUND LANE OF THE DANIELSON PIKE FROM POWER LINE POLE 208,
 LW1274'101 1/2 FEET WEST OF THE CENTER OF A ROUND MANHOLE COVER, 61
 LW1274'FEET SOUTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE PIKE,
 LW1274'29 FEET NORTH OF THE CENTER LINE OF THE EASTBOUND LANE OF THE
 LW1274'PIKE, 1 FOOT BELOW THE LEVEL OF THE PIKE AND SET IN THE TOP OF A
 LW1274'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW1274
 LW1274                          STATION RECOVERY (1990)
 LW1274
 LW1274'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1276 ***********************************************************************
 LW1276  DESIGNATION -  DANIELSON RM 2
 LW1276  PID         -  LW1276
 LW1276  STATE/COUNTY-  RI/PROVIDENCE
 LW1276  USGS QUAD   -  CLAYVILLE (1975)
 LW1276
 LW1276                         *CURRENT SURVEY CONTROL
 LW1276  ___________________________________________________________________
 LW1276* NAD 83(1986)-  41 49 32.     (N)    071 40 23.     (W)     SCALED    
 LW1276* NAVD 88     -       195.356  (meters)     640.93   (feet)  ADJUSTED  
 LW1276  ___________________________________________________________________
 LW1276  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW1276  DYNAMIC HT  -         195.289 (meters)     640.71  (feet)  COMP
 LW1276  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 LW1276
 LW1276  VERT ORDER  -  SECOND    CLASS 0
 LW1276
 LW1276.The horizontal coordinates were scaled from a topographic map and have
 LW1276.an estimated accuracy of +/- 6 seconds.
 LW1276
 LW1276.The orthometric height was determined by differential leveling
 LW1276.and adjusted by the National Geodetic Survey in June 1991..
 LW1276
 LW1276.The geoid height was determined by GEOID03.
 LW1276
 LW1276.The dynamic height is computed by dividing the NAVD 88
 LW1276.geopotential number by the normal gravity value computed on the
 LW1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1276.degrees latitude (g = 980.6199 gals.).
 LW1276
 LW1276.The modeled gravity was interpolated from observed gravity values.
 LW1276
 LW1276;                    North         East    Units  Estimated Accuracy
 LW1276;SPC RI       -    82,450.       85,620.      MT  (+/- 180 meters Scaled)
 LW1276
 LW1276                          SUPERSEDED SURVEY CONTROL
 LW1276
 LW1276  NGVD 29 (??/??/92)  195.600  (m)          641.73   (f) ADJ UNCH    2 0
 LW1276
 LW1276.Superseded values are not recommended for survey control.
 LW1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1276.See file dsdata.txt to determine how the superseded data were derived.
 LW1276
 LW1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG780338(NAD 83)
 LW1276_MARKER: DR = REFERENCE MARK DISK
 LW1276_SETTING: 80 = SET IN A BOULDER
 LW1276_SP_SET: BOULDER
 LW1276_STAMPING: DANIELSON NO 2 1968
 LW1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1276+STABILITY: SURFACE MOTION
 LW1276
 LW1276  HISTORY     - Date     Condition        Report By
 LW1276  HISTORY     - 1968     MONUMENTED       CGS
 LW1276  HISTORY     - 1969     GOOD             NGS
 LW1276  HISTORY     - 19900825 GOOD             USPSQD
 LW1276
 LW1276                          STATION DESCRIPTION
 LW1276
 LW1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1276'3.4 MI E FROM SIMMONS CORNER.
 LW1276'ABOUT 3.35 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1276'OF STATE HIGHWAY 94 AT SIMMONS CORNER, 83.6 FEET WEST OF THE
 LW1276'STATION MARK DESCRIBED, SET IN THE TOP OF AN IMBEDDED BOULDER
 LW1276'WHICH IS MOSTLY COVERED WITH DIRT, 82 FEET SOUTHEAST OF THE CENTER
 LW1276'OF THE JUNCTION OF THE EASTBOUND LANE OF THE HIGHWAY AND THE
 LW1276'WESTBOUND LANE OF THE DANIELSON PIKE, 108 FEET NORTHEAST OF THE
 LW1276'EAST END OF AN 18-INCH PIPE CULVERT UNDER THE EASTBOUND LANE, 67
 LW1276'FEET SOUTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE PIKE,
 LW1276'55 FEET SOUTHEAST OF A POLE WHICH SUPPORTS A SIGNAL CONTROL BOX
 LW1276'AND ABOUT LEVEL WITH THE PIKE.
 LW1276
 LW1276                          STATION RECOVERY (1990)
 LW1276
 LW1276'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3081 ***********************************************************************
 LW3081  DESIGNATION -  DAVIS O HOUSE EAST GABLE CHIM
 LW3081  PID         -  LW3081
 LW3081  STATE/COUNTY-  RI/WASHINGTON
 LW3081  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3081
 LW3081                         *CURRENT SURVEY CONTROL
 LW3081  ___________________________________________________________________
 LW3081* NAD 83(1996)-  41 20 56.71677(N)    071 44 07.59616(W)     ADJUSTED  
 LW3081* NAVD 88     -                                                        
 LW3081  ___________________________________________________________________
 LW3081  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 LW3081  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LW3081
 LW3081  HORZ ORDER  -  THIRD
 LW3081
 LW3081.The horizontal coordinates were established by classical geodetic methods
 LW3081.and adjusted by the National Geodetic Survey in August 1998..
 LW3081
 LW3081
 LW3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3081
 LW3081.The geoid height was determined by GEOID03.
 LW3081
 LW3081;                    North         East     Units Scale Factor Converg.
 LW3081;SPC RI       -    29,540.766    80,295.927   MT  0.99999853   -0 09 20.0
 LW3081;SPC RI       -    96,918.33    263,437.55   sFT  0.99999853   -0 09 20.0
 LW3081;UTM  19      - 4,581,120.819   271,151.887   MT  1.00024457   -1 48 28.6
 LW3081
 LW3081                          SUPERSEDED SURVEY CONTROL
 LW3081
 LW3081  NAD 83(1992)-  41 20 56.71544(N)    071 44 07.59537(W) AD(       ) 4
 LW3081  NAD 83(1986)-  41 20 56.71397(N)    071 44 07.59684(W) AD(       ) 4
 LW3081  NAD 27      -  41 20 56.36000(N)    071 44 09.38000(W) AD(       ) 3
 LW3081
 LW3081.Superseded values are not recommended for survey control.
 LW3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3081.See file dsdata.txt to determine how the superseded data were derived.
 LW3081
 LW3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7115281121(NAD 83)
 LW3081_MARKER: 85 = CHIMNEY
 LW3081
 LW3081  HISTORY     - Date     Condition        Report By
 LW3081  HISTORY     - 1873     FIRST OBSERVED   CGS
 LW3081  HISTORY     - 1934     GOOD             RIGS
 LW3081  HISTORY     - 1954     GOOD             CGS
 LW3081  HISTORY     - 19941001 GOOD             USPSQD
 LW3081
 LW3081                          STATION DESCRIPTION
 LW3081
 LW3081'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3081'THE HOUSE, WHICH ORIGINALLY BELONGED TO OLIVER DAVIS, IS NOW A
 LW3081'PART OF THE SHELTER HARBOR CLUBHOUSE ON THE S SIDE OF THE HIGHWAY
 LW3081'FROM WESTERLY TO WAKEFIELD (U.S. HIGHWAY 1) ABOUT 0.3 MILE W OF
 LW3081'THE TOWN LINE BETWEEN WESTERLY AND CHARLESTOWN.
 LW3081'
 LW3081'I COULD FIND NO ONE TO TELL ME POSITIVELY THAT THE HOUSE WAS NOT
 LW3081'MOVED BEFORE IT WAS ADDED TO, BUT THERE ARE NO INDICATIONS THAT
 LW3081'IT IS NOT ON ITS ORIGINAL FOUNDATION.
 LW3081'
 LW3081'THERE ARE NO TRUE GABLE CHIMNEYS.  BY E GABLE CHIMNEY MAY BE
 LW3081'MEANT THE CHIMNEY NEARER THE E END.
 LW3081
 LW3081                          STATION RECOVERY (1954)
 LW3081
 LW3081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3081'STATION BELIEVED TO BE RECOVERED IN GOOD CONDITION.  THERE ARE
 LW3081'FOUR CHIMNEYS ON THE HOUSE.  A NEW DESCRIPTION OF THE CHIMNEY
 LW3081'BELIEVED TO BE THE STATION FOLLOWS--
 LW3081'
 LW3081'STATION IS THE E ONE OF THREE CHIMNEYS ON THE HIGHEST PORTION
 LW3081'OF THE ROOF OF THE SHELTER HARBOR INN, AT THE JUNCTION OF
 LW3081'U.S. HIGHWAY 1 AND THE ROAD LEADING S INTO SHELTER HARBOR.  THERE
 LW3081'IS ANOTHER CHIMNEY TO THE E OF THE STATION, ON A LOWER FLAT-ROOFED
 LW3081'SECTION OF THE BUILDING, BELIEVED TO BE AN ADDITION.
 LW3081
 LW3081                          STATION RECOVERY (1994)
 LW3081
 LW3081'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3046 ***********************************************************************
 LW3046  DESIGNATION -  DAVIS USE 1909
 LW3046  PID         -  LW3046
 LW3046  STATE/COUNTY-  RI/WASHINGTON
 LW3046  USGS QUAD   -  KINGSTON (1975)
 LW3046
 LW3046                         *CURRENT SURVEY CONTROL
 LW3046  ___________________________________________________________________
 LW3046* NAD 83(1996)-  41 21 56.53586(N)    071 35 43.53118(W)     ADJUSTED  
 LW3046* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW3046  ___________________________________________________________________
 LW3046  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 LW3046  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LW3046
 LW3046  HORZ ORDER  -  THIRD
 LW3046
 LW3046.The horizontal coordinates were established by classical geodetic methods
 LW3046.and adjusted by the National Geodetic Survey in August 1998..
 LW3046
 LW3046.The orthometric height was scaled from a topographic map.
 LW3046
 LW3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3046
 LW3046.The geoid height was determined by GEOID03.
 LW3046
 LW3046;                    North         East     Units Scale Factor Converg.
 LW3046;SPC RI       -    31,363.835    92,015.962   MT  0.99999453   -0 03 47.0
 LW3046;SPC RI       -   102,899.52    301,889.04   sFT  0.99999453   -0 03 47.0
 LW3046;SPC CT       -   212,169.466   401,397.973   MT  0.99998742   +0 45 56.0
 LW3046;SPC CT       -   696,092.66  1,316,919.85   sFT  0.99998742   +0 45 56.0
 LW3046;UTM  19      - 4,582,605.450   282,922.162   MT  1.00017996   -1 42 57.2
 LW3046
 LW3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3046!SPC RI       -   1.00000420  x   0.99999453  =   0.99999873
 LW3046!SPC CT       -   1.00000420  x   0.99998742  =   0.99999162
 LW3046!UTM  19      -   1.00000420  x   1.00017996  =   1.00018416
 LW3046
 LW3046:                Primary Azimuth Mark                     Grid Az
 LW3046:SPC RI       -  GREEN HILL RESET                         350 15 57.8
 LW3046:SPC CT       -  GREEN HILL RESET                         349 26 14.8
 LW3046:UTM  19      -  GREEN HILL RESET                         351 55 08.0
 LW3046
 LW3046|---------------------------------------------------------------------|
 LW3046| PID    Reference Object                     Distance      Geod. Az  |
 LW3046|                                                           dddmmss.s |
 LW3046| LW0902 GREEN HILL RESET                    APPROX. 0.9 KM 3501210.8 |
 LW3046|---------------------------------------------------------------------|
 LW3046
 LW3046                          SUPERSEDED SURVEY CONTROL
 LW3046
 LW3046  NAD 83(1996)-  41 21 56.53453(N)    071 35 43.53031(W) AD(       ) 3
 LW3046  NAD 83(1992)-  41 21 56.53452(N)    071 35 43.53041(W) AD(       ) 3
 LW3046  NAD 83(1992)-  41 21 56.53293(N)    071 35 43.53061(W) AD(       ) 3
 LW3046  NAD 83(1986)-  41 21 56.53284(N)    071 35 43.53059(W) AD(       ) 3
 LW3046  NAD 27      -  41 21 56.16400(N)    071 35 45.31100(W) AD(       ) 3
 LW3046
 LW3046.Superseded values are not recommended for survey control.
 LW3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3046.See file dsdata.txt to determine how the superseded data were derived.
 LW3046
 LW3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8292282605(NAD 83)
 LW3046
 LW3046  HISTORY     - Date     Condition        Report By
 LW3046  HISTORY     - 1909     MONUMENTED       CGS
 LW3046  HISTORY     - 1912     MARK NOT FOUND   CGS
 LW3046
 LW3046                          STATION DESCRIPTION
 LW3046
 LW3046'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW3046'REPORTED DESTROYED IN 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2499 ***********************************************************************
 LW2499  DESIGNATION -  DAVISVILLE CB TANK 4
 LW2499  PID         -  LW2499
 LW2499  STATE/COUNTY-  RI/WASHINGTON
 LW2499  USGS QUAD   -  WICKFORD (1995)
 LW2499
 LW2499                         *CURRENT SURVEY CONTROL
 LW2499  ___________________________________________________________________
 LW2499* NAD 83(1996)-  41 36 31.15272(N)    071 28 13.63625(W)     ADJUSTED  
 LW2499* NAVD 88     -                                                        
 LW2499  ___________________________________________________________________
 LW2499  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 LW2499  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LW2499
 LW2499  HORZ ORDER  -  THIRD
 LW2499
 LW2499.The horizontal coordinates were established by classical geodetic methods
 LW2499.and adjusted by the National Geodetic Survey in August 1998..
 LW2499
 LW2499
 LW2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2499
 LW2499.The geoid height was determined by GEOID03.
 LW2499
 LW2499;                    North         East     Units Scale Factor Converg.
 LW2499;SPC RI       -    58,342.435   102,462.792   MT  0.99999382   +0 01 10.6
 LW2499;SPC RI       -   191,411.81    336,163.34   sFT  0.99999382   +0 01 10.6
 LW2499;UTM  19      - 4,609,274.909   294,146.380   MT  1.00012150   -1 38 27.8
 LW2499
 LW2499                          SUPERSEDED SURVEY CONTROL
 LW2499
 LW2499  NAD 83(1996)-  41 36 31.15196(N)    071 28 13.63563(W) AD(       ) 4
 LW2499  NAD 83(1992)-  41 36 31.15126(N)    071 28 13.63548(W) AD(       ) 4
 LW2499  NAD 83(1992)-  41 36 31.15069(N)    071 28 13.63540(W) AD(       ) 4
 LW2499  NAD 83(1986)-  41 36 31.15124(N)    071 28 13.63419(W) AD(       ) 4
 LW2499  NAD 27      -  41 36 30.78580(N)    071 28 15.42495(W) AD(       ) 3
 LW2499
 LW2499.Superseded values are not recommended for survey control.
 LW2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2499.See file dsdata.txt to determine how the superseded data were derived.
 LW2499
 LW2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9414609275(NAD 83)
 LW2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2499+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 LW2499
 LW2499  HISTORY     - Date     Condition        Report By
 LW2499  HISTORY     - 1968     MONUMENTED       CGS
 LW2499  HISTORY     - 1988     GOOD             USPSQD
 LW2499  HISTORY     - 19941001 GOOD             USPSQD
 LW2499  HISTORY     - 19980108 MARK NOT FOUND   USPSQD
 LW2499  HISTORY     - 20000223 GOOD             USPSQD
 LW2499
 LW2499                          STATION DESCRIPTION
 LW2499
 LW2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2499'THE STATION, DAVISVILLE CONSTRUCTION BATTALION WATER TANK
 LW2499'NUMBER 4, IS THE TOP CENTER OF A RED AND WHITE CHECKERED
 LW2499'CYLINDRICAL TANK SUPPORTED BY 4 STEEL LEGS AND IS ABOUT 100
 LW2499'FEET IN HEIGHT.
 LW2499'
 LW2499'THE STATION IS LOCATED 0.05 MILE EAST OF THE WEST DISTRICT GATE
 LW2499'AT THE DAVISVILLE C B BATTALION CENTER.
 LW2499
 LW2499                          STATION RECOVERY (1988)
 LW2499
 LW2499'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW2499'RECOVERED IN GOOD CONDITION.
 LW2499
 LW2499                          STATION RECOVERY (1994)
 LW2499
 LW2499'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2499'RECOVERED IN GOOD CONDITION.
 LW2499
 LW2499                          STATION RECOVERY (1998)
 LW2499
 LW2499'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2499'MARK NOT FOUND.
 LW2499
 LW2499                          STATION RECOVERY (2000)
 LW2499
 LW2499'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW2499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2502 ***********************************************************************
 LW2502  DESIGNATION -  DAVISVILLE CB TANK 5
 LW2502  PID         -  LW2502
 LW2502  STATE/COUNTY-  RI/WASHINGTON
 LW2502  USGS QUAD   -  WICKFORD (1995)
 LW2502
 LW2502                         *CURRENT SURVEY CONTROL
 LW2502  ___________________________________________________________________
 LW2502* NAD 83(1996)-  41 36 12.20385(N)    071 28 16.00408(W)     ADJUSTED  
 LW2502* NAVD 88     -                                                        
 LW2502  ___________________________________________________________________
 LW2502  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 LW2502  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW2502
 LW2502  HORZ ORDER  -  THIRD
 LW2502
 LW2502.The horizontal coordinates were established by classical geodetic methods
 LW2502.and adjusted by the National Geodetic Survey in August 1998..
 LW2502
 LW2502
 LW2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2502
 LW2502.The geoid height was determined by GEOID03.
 LW2502
 LW2502;                    North         East     Units Scale Factor Converg.
 LW2502;SPC RI       -    57,757.818   102,408.162   MT  0.99999382   +0 01 09.1
 LW2502;SPC RI       -   189,493.77    335,984.11   sFT  0.99999382   +0 01 09.1
 LW2502;UTM  19      - 4,608,692.046   294,074.822   MT  1.00012187   -1 38 28.8
 LW2502
 LW2502                          SUPERSEDED SURVEY CONTROL
 LW2502
 LW2502  NAD 83(1996)-  41 36 12.20307(N)    071 28 16.00346(W) AD(       ) 4
 LW2502  NAD 83(1992)-  41 36 12.20239(N)    071 28 16.00331(W) AD(       ) 4
 LW2502  NAD 83(1992)-  41 36 12.20181(N)    071 28 16.00323(W) AD(       ) 4
 LW2502  NAD 83(1986)-  41 36 12.20156(N)    071 28 16.00316(W) AD(       ) 4
 LW2502  NAD 27      -  41 36 11.83596(N)    071 28 17.79456(W) AD(       ) 3
 LW2502
 LW2502.Superseded values are not recommended for survey control.
 LW2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2502.See file dsdata.txt to determine how the superseded data were derived.
 LW2502
 LW2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9407508692(NAD 83)
 LW2502
 LW2502  HISTORY     - Date     Condition        Report By
 LW2502  HISTORY     - 1968     MONUMENTED       CGS
 LW2502  HISTORY     - 1988     GOOD             USPSQD
 LW2502  HISTORY     - 19941001 GOOD             USPSQD
 LW2502  HISTORY     - 19980108 GOOD             USPSQD
 LW2502  HISTORY     - 20000223 MARK NOT FOUND   USPSQD
 LW2502
 LW2502                          STATION DESCRIPTION
 LW2502
 LW2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2502'THE STATION, DAVISVILLE CONSTRUCTION BATTALION WATER TANK
 LW2502'NUMBER 5, IS THE TOP CENTER OF THE RED AND WHITE CHECKERED
 LW2502'CYLINDRICAL TANK SUPPORTED BY 4 STEEL LEGS AND IS ABOUT 100
 LW2502'FEET IN HEIGHT.
 LW2502'
 LW2502'THE STATION IS LOCATED 0.3 MILE SOUTHEAST OF THE WEST DISTRICT
 LW2502'GATE AT THE DAVISVILLE C B BATTALION CENTER.
 LW2502
 LW2502                          STATION RECOVERY (1988)
 LW2502
 LW2502'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW2502'RECOVERED IN GOOD CONDITION.
 LW2502
 LW2502                          STATION RECOVERY (1994)
 LW2502
 LW2502'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2502'RECOVERED IN GOOD CONDITION.
 LW2502
 LW2502                          STATION RECOVERY (1998)
 LW2502
 LW2502'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2502'RECOVERED IN GOOD CONDITION.
 LW2502
 LW2502                          STATION RECOVERY (2000)
 LW2502
 LW2502'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW2502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1416 ***********************************************************************
 LW1416  DESIGNATION -  DELFINO
 LW1416  PID         -  LW1416
 LW1416  STATE/COUNTY-  RI/KENT
 LW1416  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1416
 LW1416                         *CURRENT SURVEY CONTROL
 LW1416  ___________________________________________________________________
 LW1416* NAD 83(1996)-  41 42 40.81774(N)    071 39 01.76046(W)     ADJUSTED  
 LW1416* NAVD 88     -        93.200  (meters)     305.77   (feet)  ADJUSTED  
 LW1416  ___________________________________________________________________
 LW1416  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 LW1416  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW1416  DYNAMIC HT  -          93.167 (meters)     305.67  (feet)  COMP
 LW1416  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 LW1416
 LW1416  HORZ ORDER  -  FIRST
 LW1416  VERT ORDER  -  SECOND    CLASS 0
 LW1416
 LW1416.The horizontal coordinates were established by classical geodetic methods
 LW1416.and adjusted by the National Geodetic Survey in August 1998..
 LW1416
 LW1416.The orthometric height was determined by differential leveling
 LW1416.and adjusted by the National Geodetic Survey in June 1991..
 LW1416
 LW1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1416
 LW1416.The geoid height was determined by GEOID03.
 LW1416
 LW1416.The dynamic height is computed by dividing the NAVD 88
 LW1416.geopotential number by the normal gravity value computed on the
 LW1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1416.degrees latitude (g = 980.6199 gals.).
 LW1416
 LW1416.The modeled gravity was interpolated from observed gravity values.
 LW1416
 LW1416;                    North         East     Units Scale Factor Converg.
 LW1416;SPC RI       -    69,757.738    87,475.757   MT  0.99999568   -0 06 00.5
 LW1416;SPC RI       -   228,863.51    286,993.38   sFT  0.99999568   -0 06 00.5
 LW1416;UTM  19      - 4,621,122.147   279,494.396   MT  1.00019838   -1 45 51.4
 LW1416
 LW1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1416!SPC RI       -   0.99999008  x   0.99999568  =   0.99998576
 LW1416!UTM  19      -   0.99999008  x   1.00019838  =   1.00018846
 LW1416
 LW1416|---------------------------------------------------------------------|
 LW1416| PID    Reference Object                     Distance      Geod. Az  |
 LW1416|                                                           dddmmss.s |
 LW1416| LW1420 DELFINO RM 4                         21.571 METERS 04311     |
 LW1416| LW1059 PR 69 C RM 2                        APPROX. 4.4 KM 0752156.4 |
 LW1416| LW1419 DELFINO RM 3                         78.864 METERS 13659     |
 LW1416| LW1417 DELFINO RM 1                         10.420 METERS 15932     |
 LW1416| LW1415 DELFINO RM 2                         11.353 METERS 31916     |
 LW1416|---------------------------------------------------------------------|
 LW1416
 LW1416                          SUPERSEDED SURVEY CONTROL
 LW1416
 LW1416  NAD 83(1996)-  41 42 40.81697(N)    071 39 01.76019(W) AD(       ) 1
 LW1416  NAD 83(1992)-  41 42 40.81647(N)    071 39 01.75972(W) AD(       ) 1
 LW1416  NAD 83(1992)-  41 42 40.81604(N)    071 39 01.75999(W) AD(       ) 1
 LW1416  NAD 83(1986)-  41 42 40.81622(N)    071 39 01.75971(W) AD(       ) 1
 LW1416  NAD 27      -  41 42 40.45672(N)    071 39 03.52366(W) AD(       ) 1
 LW1416  NGVD 29 (??/??/92)   93.444  (m)          306.57   (f) ADJ UNCH    2 0
 LW1416
 LW1416.Superseded values are not recommended for survey control.
 LW1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1416.See file dsdata.txt to determine how the superseded data were derived.
 LW1416
 LW1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7949421122(NAD 83)
 LW1416_MARKER: DS = TRIANGULATION STATION DISK
 LW1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1416_STAMPING: DELFINO 1968
 LW1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1416+STABILITY: SURFACE MOTION
 LW1416
 LW1416  HISTORY     - Date     Condition        Report By
 LW1416  HISTORY     - 1968     MONUMENTED       CGS
 LW1416  HISTORY     - 1969     GOOD             NGS
 LW1416  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LW1416  HISTORY     - 1974     GOOD             NGS
 LW1416  HISTORY     - 1987     GOOD             USPSQD
 LW1416  HISTORY     - 1989     GOOD             USPSQD
 LW1416
 LW1416                          STATION DESCRIPTION
 LW1416
 LW1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1416'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF CENTER OF
 LW1416'DOWNTOWN PROVIDENCE, 6-1/2 MILES SOUTHEAST OF FOSTER CENTER,
 LW1416'4-1/2 MILES WEST-NORTHWEST OF WASHINGTON, 1 MILE NORTHWEST OF
 LW1416'COVENTRY CENTER AND ON PROPERTY OWNED BY MRS. R. DELFINO.
 LW1416'
 LW1416'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 102 AND 117 ABOUT
 LW1416'3 MILES WEST OF THE SMALL VILLAGE OF COVENTRY CENTER, GO EAST
 LW1416'ON STATE HIGHWAY 117 FOR 2.75 MILES TO MAPLE VALLEY ROAD ON
 LW1416'LEFT AND STATION IN NORTHWEST CORNER OF INTERSECTION AS
 LW1416'DESCRIBED.
 LW1416'
 LW1416'ALL MARKS ARE STANDARD DISKS.
 LW1416'
 LW1416'STATION MARK, STAMPED DELFINO 1968, PROJECTS 4 INCHES.  IT IS
 LW1416'194 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE BROWN
 LW1416'SHINGLED BUILDING, 130 FEET NORTH-NORTHWEST OF INTERSECTION OF
 LW1416'STATE HIGHWAY 117 AND MAPLE VALLEY ROAD, 49 FEET SOUTH OF POWER
 LW1416'POLE NUMBER 2, 27 FEET WEST OF CENTER OF MAPLE VALLEY ROAD AND
 LW1416'4.3 FEET SOUTHWEST OF A METAL WITNESS POST.
 LW1416'
 LW1416'RM 1, STAMPED DELFINO NO 1 1968, PROJECTS 3 INCHES.  IT IS 43
 LW1416'FEET NORTH OF POWER LINE POLE NUMBER 1, 38 FEET SOUTH OF A METAL
 LW1416'WITNESS POST AT STATION MARK AND 32 FEET WEST OF CENTER OF MAPLE
 LW1416'VALLEY ROAD.
 LW1416'
 LW1416'RM 2, STAMPED DELFINO NO 2 1968, PROJECTS 1 FOOT.  IT IS 36
 LW1416'FEET WEST OF CENTER OF MAPLE VALLEY ROAD, 34.5 FEET NORTH OF A
 LW1416'METAL WITNESS POST AND 18.5 FEET SOUTHWEST OF POWER LINE POLE 2.
 LW1416'
 LW1416'RM 3, STAMPED DELFINO NO 3 1968, PROJECTS 6 INCHES.  IT IS 31
 LW1416'FEET SOUTH OF CENTER OF STATE HIGHWAY 117, 5 FEET NORTH OF A
 LW1416'BOULDER THAT PROJECTS 3 FEET, 3 FEET EAST OF POWER LINE POLE
 LW1416'370 AND 2.7 FEET SOUTHWEST OF A METAL WITNESS POST.
 LW1416'
 LW1416'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW1416
 LW1416                          STATION RECOVERY (1969)
 LW1416
 LW1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1416'2.7 MI E FROM SUMMIT.
 LW1416'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 117 FROM THE
 LW1416'INTERSECTION OF STATE HIGHWAY 102 AT SUMMIT, ABOUT 1.0 MILE
 LW1416'NORTHWEST OF THE JUNCTION OF HILL FARM ROAD AT COVENTRY
 LW1416'CENTER, 180 FEET NORTH OF THE CENTER OF THE JUNCTION OF THE
 LW1416'HIGHWAY AND MAPLE VALLEY ROAD, 29 FEET WEST OF THE CENTER
 LW1416'LINE OF THE ROAD, 76 1/2 FEET NORTH OF POWER LINE POLE NO. 1,
 LW1416'4.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 LW1416'THE HIGHWAY, 3 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 LW1416'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 LW1416'THE GROUND.
 LW1416
 LW1416                          STATION RECOVERY (1974)
 LW1416
 LW1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LW1416'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LW1416'CONDITION.  A SHORTER DISTANCE OF 0.05 FOOT OR 0.014 METER WAS
 LW1416'NOTED TO REFERENCE MARK 1.  THE REASON FOR THE DIFFERENCE IS
 LW1416'UNKNOWN.  THE DISTANCE AND DIRECTION TO ALL OTHER MARKS WERE
 LW1416'WITHIN CLOSE AGREEMENT WITH THE 1968 OBSERVATIONS.  REFERENCE
 LW1416'MARK 3 IS TO BE DESTROYED DURING THE SUMMER OF 1974 BY
 LW1416'CONSTRUCTION ALONG STATE HIGHWAY 117.  A NEW REFERENCE MARK 4
 LW1416'WAS ESTABLISHED AT THIS DATE.  THE OLD REFERENCE MARK 3 WAS
 LW1416'LEFT INTACT AT THIS DATE AT THE REQUEST OF THE STATE HIGHWAY
 LW1416'DEPARTMENT.
 LW1416'
 LW1416'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 LW1416'
 LW1416'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF PROVIDENCE,
 LW1416'6-1/2 MILES SOUTHEAST OF FOSTER CENTER, 4-1/2 MILES WEST-NORTHWEST
 LW1416'OF WASHINGTON AND 2.75 MILE EAST OF SUMMIT.  THE STATION IS NOW
 LW1416'ON HIGHWAY RIGHT-OF-WAY.
 LW1416'
 LW1416'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 102 AND 117
 LW1416'IN SUMMIT, GO EAST ON STATE HIGHWAY 117 FOR 2.75 MILE TO A SIDE
 LW1416'ROAD LEFT AND THE STATION IN THE NORTHWEST ANGLE OF THE
 LW1416'INTERSECTION.
 LW1416'
 LW1416'THE STATION MARK IS A STANDARD DISK STAMPED DELFINO 1968, SET
 LW1416'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LW1416'3-INCHES.  IT IS 194 FEET SOUTHWEST OF A BARN, 130 FEET
 LW1416'NORTH-NORTHWEST OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY
 LW1416'117 AND MAPLE VALLEY ROAD, 50 FEET SOUTH OF A POWERLINE POLE
 LW1416'NUMBERED 2, 27 FEET WEST OF THE CENTER OF MAPLE VALLEY ROAD
 LW1416'AND 4.3 FEET SOUTHWEST OF A WITNESS POST.  (NOTE 1B 7A)
 LW1416'
 LW1416'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DELFINO NO 1 1968,
 LW1416'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4-INCHES.  IT
 LW1416'IS 43 FEET NORTH OF A POWERLINE POLE NUMBERED 1, 38 FEET SOUTH
 LW1416'OF THE WITNESS POST AND 32 FEET WEST OF THE CENTER OF MAPLE VALLEY
 LW1416'ROAD.  (NOTE 12C)
 LW1416'
 LW1416'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 LW1416'BOULDER WHICH PROJECTS 3-INCHES AND IT IS STAMPED DELFINO NO 2
 LW1416'1968.  IT IS 36 FEET WEST OF THE CENTER OF MAPLE VALLEY ROAD,
 LW1416'34 FEET NORTH OF THE WITNESS POST AND 18 FEET SOUTHWEST OF THE
 LW1416'POWERLINE POLE NUMBERED 2.  (NOTE 12C)
 LW1416'
 LW1416'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DELFINO NO 3
 LW1416'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 LW1416'PROJECTS 4-INCHES.  IT IS 31 FEET SOUTH OF THE CENTER OF THE
 LW1416'INTERSECTION, 5 FEET NORTH OF A LARGE BOULDER, 3 FEET EAST OF
 LW1416'A POWERLINE POLE NUMBERED 370 AND 2.7 FEET SOUTHWEST OF A
 LW1416'WITNESS POST.  (NOTE 11B)
 LW1416'
 LW1416'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DELFINO 1968 NO 4
 LW1416'1974, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 LW1416'3-INCHES.  IT IS 150 FEET SOUTH OF THE BARN, 70 FEET EAST OF
 LW1416'THE WITNESS POST, 46 FEET SOUTHWEST OF THE WEST EDGE OF A LARGE
 LW1416'ROCK WALL AND 39 FEET EAST OF THE CENTER OF MAPLE VALLEY
 LW1416'ROAD.  (NOTE 12C)
 LW1416'
 LW1416'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW1416'2-3/4 MILES EAST OF SUMMIT.
 LW1416
 LW1416                          STATION RECOVERY (1974)
 LW1416
 LW1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LW1416'RECOVERED IN GOOD CONDITION.
 LW1416
 LW1416                          STATION RECOVERY (1987)
 LW1416
 LW1416'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1416'RECOVERED IN GOOD CONDITION.
 LW1416
 LW1416                          STATION RECOVERY (1989)
 LW1416
 LW1416'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1417 ***********************************************************************
 LW1417  DESIGNATION -  DELFINO RM 1
 LW1417  PID         -  LW1417
 LW1417  STATE/COUNTY-  RI/KENT
 LW1417  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1417
 LW1417                         *CURRENT SURVEY CONTROL
 LW1417  ___________________________________________________________________
 LW1417* NAD 83(1986)-  41 42 40.     (N)    071 39 01.     (W)     SCALED    
 LW1417* NAVD 88     -        93.028  (meters)     305.21   (feet)  ADJUSTED  
 LW1417  ___________________________________________________________________
 LW1417  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW1417  DYNAMIC HT  -          92.996 (meters)     305.10  (feet)  COMP
 LW1417  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 LW1417
 LW1417  VERT ORDER  -  SECOND    CLASS 0
 LW1417
 LW1417.The horizontal coordinates were scaled from a topographic map and have
 LW1417.an estimated accuracy of +/- 6 seconds.
 LW1417
 LW1417.The orthometric height was determined by differential leveling
 LW1417.and adjusted by the National Geodetic Survey in June 1991..
 LW1417
 LW1417.The geoid height was determined by GEOID03.
 LW1417
 LW1417.The dynamic height is computed by dividing the NAVD 88
 LW1417.geopotential number by the normal gravity value computed on the
 LW1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1417.degrees latitude (g = 980.6199 gals.).
 LW1417
 LW1417.The modeled gravity was interpolated from observed gravity values.
 LW1417
 LW1417;                    North         East    Units  Estimated Accuracy
 LW1417;SPC RI       -    69,730.       87,490.      MT  (+/- 180 meters Scaled)
 LW1417
 LW1417                          SUPERSEDED SURVEY CONTROL
 LW1417
 LW1417  NGVD 29 (??/??/92)   93.272  (m)          306.01   (f) ADJ UNCH    2 0
 LW1417
 LW1417.Superseded values are not recommended for survey control.
 LW1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1417.See file dsdata.txt to determine how the superseded data were derived.
 LW1417
 LW1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG795210(NAD 83)
 LW1417_MARKER: DR = REFERENCE MARK DISK
 LW1417_SETTING: 66 = SET IN ROCK OUTCROP
 LW1417_SP_SET: ROCK OUTCROP
 LW1417_STAMPING: DELFINO NO 1 1968
 LW1417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1417+STABILITY: POSITION/ELEVATION WELL
 LW1417
 LW1417  HISTORY     - Date     Condition        Report By
 LW1417  HISTORY     - 1968     MONUMENTED       CGS
 LW1417  HISTORY     - 1969     GOOD             NGS
 LW1417  HISTORY     - 1974     GOOD             NGS
 LW1417  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1417
 LW1417                          STATION DESCRIPTION
 LW1417
 LW1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1417'2.7 MI E FROM SUMMIT.
 LW1417'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 117 FROM THE
 LW1417'INTERSECTION OF STATE HIGHWAY 102 AT SUMMIT, 34.2 FEET
 LW1417'SOUTH OF THE STATION MARK DESCRIBED, 103 FEET NORTH OF THE CENTER
 LW1417'LINE OF THE HIGHWAY, 33 FEET WEST OF THE CENTER LINE OF THE
 LW1417'ROAD, SET IN THE TOP OF A ROCK WHICH IS 2 FEET LONG-1 FOOT
 LW1417'WIDE AND PROJECTS 3 INCHES ABOVE THE GROUND, ABOUT LEVEL WITH
 LW1417'THE HIGHWAY AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
 LW1417
 LW1417                          STATION RECOVERY (1974)
 LW1417
 LW1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LW1417'RECOVERED IN GOOD CONDITION.
 LW1417
 LW1417                          STATION RECOVERY (1987)
 LW1417
 LW1417'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1415 ***********************************************************************
 LW1415  DESIGNATION -  DELFINO RM 2
 LW1415  PID         -  LW1415
 LW1415  STATE/COUNTY-  RI/KENT
 LW1415  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1415
 LW1415                         *CURRENT SURVEY CONTROL
 LW1415  ___________________________________________________________________
 LW1415* NAD 83(1986)-  41 42 40.     (N)    071 39 01.     (W)     SCALED    
 LW1415* NAVD 88     -        93.604  (meters)     307.10   (feet)  ADJUSTED  
 LW1415  ___________________________________________________________________
 LW1415  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW1415  DYNAMIC HT  -          93.572 (meters)     306.99  (feet)  COMP
 LW1415  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 LW1415
 LW1415  VERT ORDER  -  SECOND    CLASS 0
 LW1415
 LW1415.The horizontal coordinates were scaled from a topographic map and have
 LW1415.an estimated accuracy of +/- 6 seconds.
 LW1415
 LW1415.The orthometric height was determined by differential leveling
 LW1415.and adjusted by the National Geodetic Survey in June 1991..
 LW1415
 LW1415.The geoid height was determined by GEOID03.
 LW1415
 LW1415.The dynamic height is computed by dividing the NAVD 88
 LW1415.geopotential number by the normal gravity value computed on the
 LW1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1415.degrees latitude (g = 980.6199 gals.).
 LW1415
 LW1415.The modeled gravity was interpolated from observed gravity values.
 LW1415
 LW1415;                    North         East    Units  Estimated Accuracy
 LW1415;SPC RI       -    69,730.       87,490.      MT  (+/- 180 meters Scaled)
 LW1415
 LW1415                          SUPERSEDED SURVEY CONTROL
 LW1415
 LW1415  NGVD 29 (??/??/92)   93.848  (m)          307.90   (f) ADJ UNCH    2 0
 LW1415
 LW1415.Superseded values are not recommended for survey control.
 LW1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1415.See file dsdata.txt to determine how the superseded data were derived.
 LW1415
 LW1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG795210(NAD 83)
 LW1415_MARKER: DR = REFERENCE MARK DISK
 LW1415_SETTING: 80 = SET IN A BOULDER
 LW1415_SP_SET: BOULDER
 LW1415_STAMPING: DELFINO NO 2 1968
 LW1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1415+STABILITY: SURFACE MOTION
 LW1415
 LW1415  HISTORY     - Date     Condition        Report By
 LW1415  HISTORY     - 1968     MONUMENTED       CGS
 LW1415  HISTORY     - 1969     GOOD             NGS
 LW1415  HISTORY     - 1974     GOOD             NGS
 LW1415  HISTORY     - 1987     GOOD             USPSQD
 LW1415  HISTORY     - 1989     GOOD             USPSQD
 LW1415
 LW1415                          STATION DESCRIPTION
 LW1415
 LW1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1415'2.7 MI E FROM SUMMIT.
 LW1415'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 117 FROM THE
 LW1415'INTERSECTION OF STATE HIGHWAY 102 AT SUMMIT, 37.2 FEET NORTH OF
 LW1415'THE STATION MARK DESCRIBED, 165 FEET SOUTHWEST OF THE
 LW1415'SOUTHWEST CORNER AND ACROSS THE ROAD FROM A LARGE FRAME
 LW1415'BUILDING WITH SHINGLE SIDING, 37 FEET WEST OF THE CENTER LINE
 LW1415'OF MAPLE VALLEY ROAD, 18 1/2 FEET SOUTHWEST OF POWER LINE
 LW1415'POLE 2, SET IN THE TOP OF A ROCK WHICH IS 4 FEET LONG-1 1/2 FEET
 LW1415'WIDE AND PROJECTS 1 FOOT ON EAST SIDE, ABOUT 4 FEET ABOVE THE
 LW1415'LEVEL OF THE ROAD.
 LW1415
 LW1415                          STATION RECOVERY (1974)
 LW1415
 LW1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LW1415'RECOVERED IN GOOD CONDITION.
 LW1415
 LW1415                          STATION RECOVERY (1987)
 LW1415
 LW1415'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1415'RECOVERED IN GOOD CONDITION.
 LW1415
 LW1415                          STATION RECOVERY (1989)
 LW1415
 LW1415'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1419 ***********************************************************************
 LW1419  DESIGNATION -  DELFINO RM 3
 LW1419  PID         -  LW1419
 LW1419  STATE/COUNTY-  RI/KENT
 LW1419  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1419
 LW1419                         *CURRENT SURVEY CONTROL
 LW1419  ___________________________________________________________________
 LW1419* NAD 83(1986)-  41 42 40.     (N)    071 39 01.     (W)     SCALED    
 LW1419* NAVD 88     -        89.931  (meters)     295.05   (feet)  ADJUSTED  
 LW1419  ___________________________________________________________________
 LW1419  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW1419  DYNAMIC HT  -          89.900 (meters)     294.95  (feet)  COMP
 LW1419  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 LW1419
 LW1419  VERT ORDER  -  SECOND    CLASS 0
 LW1419
 LW1419.The horizontal coordinates were scaled from a topographic map and have
 LW1419.an estimated accuracy of +/- 6 seconds.
 LW1419
 LW1419.The orthometric height was determined by differential leveling
 LW1419.and adjusted by the National Geodetic Survey in June 1991..
 LW1419
 LW1419.The geoid height was determined by GEOID03.
 LW1419
 LW1419.The dynamic height is computed by dividing the NAVD 88
 LW1419.geopotential number by the normal gravity value computed on the
 LW1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1419.degrees latitude (g = 980.6199 gals.).
 LW1419
 LW1419.The modeled gravity was interpolated from observed gravity values.
 LW1419
 LW1419;                    North         East    Units  Estimated Accuracy
 LW1419;SPC RI       -    69,730.       87,490.      MT  (+/- 180 meters Scaled)
 LW1419
 LW1419                          SUPERSEDED SURVEY CONTROL
 LW1419
 LW1419  NGVD 29 (??/??/92)   90.175  (m)          295.85   (f) ADJ UNCH    2 0
 LW1419
 LW1419.Superseded values are not recommended for survey control.
 LW1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1419.See file dsdata.txt to determine how the superseded data were derived.
 LW1419
 LW1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG795210(NAD 83)
 LW1419_MARKER: DR = REFERENCE MARK DISK
 LW1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1419_STAMPING: DELFINO NO 3 1968
 LW1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1419+STABILITY: SURFACE MOTION
 LW1419
 LW1419  HISTORY     - Date     Condition        Report By
 LW1419  HISTORY     - 1968     MONUMENTED       CGS
 LW1419  HISTORY     - 1969     GOOD             NGS
 LW1419  HISTORY     - 1974     POOR             NGS
 LW1419  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1419
 LW1419                          STATION DESCRIPTION
 LW1419
 LW1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1419'2.7 MI E FROM SUMMIT.
 LW1419'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 117 FROM THE
 LW1419'INTERSECTION OF STATE HIGHWAY 102 AT SUMMIT, 258.8 FEET
 LW1419'SOUTHEAST OF THE STATION MARK DESCRIBED, 27 FEET SOUTH OF THE
 LW1419'CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF POWER LINE POLE 370,
 LW1419'2.7 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL
 LW1419'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW1419'5 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1419
 LW1419                          STATION RECOVERY (1974)
 LW1419
 LW1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LW1419'MARK RECOVERED IN POOR CONDITION.
 LW1419
 LW1419                          STATION RECOVERY (1987)
 LW1419
 LW1419'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1355 ***********************************************************************
 LW1355  DESIGNATION -  DENIGER
 LW1355  PID         -  LW1355
 LW1355  STATE/COUNTY-  RI/KENT
 LW1355  USGS QUAD   -  CROMPTON (1995)
 LW1355
 LW1355                         *CURRENT SURVEY CONTROL
 LW1355  ___________________________________________________________________
 LW1355* NAD 83(1996)-  41 40 42.66164(N)    071 35 07.49088(W)     ADJUSTED  
 LW1355* NAVD 88     -        75.986  (meters)     249.30   (feet)  ADJUSTED  
 LW1355  ___________________________________________________________________
 LW1355  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LW1355  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW1355  DYNAMIC HT  -          75.960 (meters)     249.21  (feet)  COMP
 LW1355  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 LW1355
 LW1355  HORZ ORDER  -  FIRST
 LW1355  VERT ORDER  -  SECOND    CLASS 0
 LW1355
 LW1355.The horizontal coordinates were established by classical geodetic methods
 LW1355.and adjusted by the National Geodetic Survey in August 1998..
 LW1355
 LW1355.The orthometric height was determined by differential leveling
 LW1355.and adjusted by the National Geodetic Survey in June 1991..
 LW1355
 LW1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1355
 LW1355.The geoid height was determined by GEOID03.
 LW1355
 LW1355.The dynamic height is computed by dividing the NAVD 88
 LW1355.geopotential number by the normal gravity value computed on the
 LW1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1355.degrees latitude (g = 980.6199 gals.).
 LW1355
 LW1355.The modeled gravity was interpolated from observed gravity values.
 LW1355
 LW1355;                    North         East     Units Scale Factor Converg.
 LW1355;SPC RI       -    66,104.985    92,887.911   MT  0.99999437   -0 03 24.5
 LW1355;SPC RI       -   216,879.44    304,749.75   sFT  0.99999437   -0 03 24.5
 LW1355;UTM  19      - 4,617,313.092   284,799.229   MT  1.00016993   -1 43 11.4
 LW1355
 LW1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1355!SPC RI       -   0.99999279  x   0.99999437  =   0.99998716
 LW1355!UTM  19      -   0.99999279  x   1.00016993  =   1.00016272
 LW1355
 LW1355|---------------------------------------------------------------------|
 LW1355| PID    Reference Object                     Distance      Geod. Az  |
 LW1355|                                                           dddmmss.s |
 LW1355| LW1354 DENIGER RM 1                         31.386 METERS 04037     |
 LW1355| LW3520 COVENTRY LINWOOD LACE WORKS TK      APPROX. 1.8 KM 1242653.5 |
 LW1355| LW1358 DENIGER RM 4                         20.581 METERS 14819     |
 LW1355| LW1379 MISHNOCK                            APPROX. 3.6 KM 2101654.0 |
 LW1355| CB7643 DENIGER RM 3 AZIMUTH                 95.259 METERS 27103     |
 LW1355| CB7644 DENIGER RM 5                         23.812 METERS 30941     |
 LW1355| LW1356 DENIGER RM 2                         22.461 METERS 31334     |
 LW1355|---------------------------------------------------------------------|
 LW1355
 LW1355                          SUPERSEDED SURVEY CONTROL
 LW1355
 LW1355  NAD 83(1996)-  41 40 42.66078(N)    071 35 07.49042(W) AD(       ) 1
 LW1355  NAD 83(1992)-  41 40 42.66031(N)    071 35 07.49014(W) AD(       ) 1
 LW1355  NAD 83(1992)-  41 40 42.65975(N)    071 35 07.49025(W) AD(       ) 1
 LW1355  NAD 83(1986)-  41 40 42.65981(N)    071 35 07.49001(W) AD(       ) 1
 LW1355  NAD 27      -  41 40 42.29886(N)    071 35 09.26300(W) AD(       ) 1
 LW1355  NGVD 29 (??/??/92)   76.237  (m)          250.12   (f) ADJ UNCH    2 0
 LW1355
 LW1355.Superseded values are not recommended for survey control.
 LW1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1355.See file dsdata.txt to determine how the superseded data were derived.
 LW1355
 LW1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8479917313(NAD 83)
 LW1355_MARKER: DS = TRIANGULATION STATION DISK
 LW1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1355_STAMPING: DENIGER 1968
 LW1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1355+STABILITY: SURFACE MOTION
 LW1355
 LW1355  HISTORY     - Date     Condition        Report By
 LW1355  HISTORY     - 1968     MONUMENTED       CGS
 LW1355  HISTORY     - 1969     GOOD             NGS
 LW1355  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LW1355  HISTORY     - 1973     GOOD             NGS
 LW1355  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW1355  HISTORY     - 1987     GOOD             USPSQD
 LW1355  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1355
 LW1355                          STATION DESCRIPTION
 LW1355
 LW1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RMB)
 LW1355'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF NOOSENECK, 3 MILES
 LW1355'SOUTHEAST OF COVENTRY CENTER, 1-1/2 MILES SOUTHWEST OF WASHINGTON
 LW1355'AND ON PROPERTY OWNED BY MR. EUGENE DENIGER.
 LW1355'
 LW1355'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND
 LW1355'33 IN COVENTRY, GO WESTERLY ON STATE HIGHWAY 3 FOR 0.8 MILE TO A
 LW1355'REVERSE Y FORK AND SAINTS JOHN AND PAUL CHURCH ON THE
 LW1355'RIGHT.  CONTINUE WESTERLY ON STATE HIGHWAY 3 FOR 0.5 MILE TO THE
 LW1355'STATION ON THE LEFT AS DESCRIBED.
 LW1355'
 LW1355'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 LW1355'
 LW1355'STATION MARK, STAMPED DENIGER 1968 IS SET FLUSH WITH THE
 LW1355'GROUND SURFACE.  IT IS 108 FEET SOUTH OF THE CENTER OF HIGHWAY
 LW1355'3, 92 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 41 FEET
 LW1355'NORTH OF A LARGE TWIN TRUNK OAK TREE AND 30 FEET NORTHWEST OF AN
 LW1355'18-INCH PINE TREE.
 LW1355'
 LW1355'RM 1, STAMPED DENIGER NO 1 1968 IS SET FLUSH WITH THE GROUND
 LW1355'SURFACE.  IT IS 35 FEET SOUTH OF THE CENTER OF HIGHWAY 3, 28
 LW1355'FEET EAST OF A FIRE HYDRANT AND 2.5 FEET NORTHWEST OF A METAL
 LW1355'WITNESS POST.
 LW1355'
 LW1355'RM 2, STAMPED DENIGER NO 2 1968 IS SET FLUSH WITH THE GROUND
 LW1355'SURFACE.  IT IS 51 FEET SOUTH OF THE CENTER OF HIGHWAY 3, 3.6
 LW1355'FEET SOUTH OF A METAL WITNESS POST AND 2.6 FEET EAST OF A METAL
 LW1355'LIGHT POST.
 LW1355'
 LW1355'RM 3, STAMPED DENIGER NO 3 1968 IS SET FLUSH WITH THE GROUND
 LW1355'SURFACE.  IT IS 150 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 LW1355'A HOUSE, 50.5 FEET SOUTH OF THE CENTER OF HIGHWAY 3 AND 1.9 FEET
 LW1355'SOUTHWEST OF A METAL WITNESS POST.
 LW1355'
 LW1355'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW1355
 LW1355                          STATION RECOVERY (1969)
 LW1355
 LW1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1355'1.4 MI S FROM COVENTRY.
 LW1355'ABOUT 1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE
 LW1355'JUNCTION OF STATE HIGHWAY 33 AT COVENTRY, 97.8 FEET NORTHEAST
 LW1355'OF THE SOUTHEAST CORNER OF A LONG LOW FRAME BUILDING, 107 FEET
 LW1355'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET NORTHWEST OF A
 LW1355'30-INCH DOUBLE TRUNKED OAK TREE, 30 1/2 FEET WEST OF AN 18-INCH
 LW1355'PINE TREE (THE NORTHEAST ONE OF SEVERAL PINE TREES), 1 FOOT BELOW
 LW1355'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1355'FLUSH WITH THE GROUND.
 LW1355
 LW1355                          STATION RECOVERY (1973)
 LW1355
 LW1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LW1355'STATION MARK, RM 2, AND RM 3 WERE RECOVERED IN GOOD CONDITION.  RM
 LW1355'1 WAS DESTROYED BY HIGHWAY IMPROVEMENT WORK.  A NEW RM, NO. 4,
 LW1355'WAS ESTABLISHED.  A DIFFERENCE OF .022 METER WAS NOTED IN
 LW1355'DISTANCE TO RM 2.  THIS WAS DOUBLE-CHECKED IN THE FIELD.  A
 LW1355'DIFFERENCE OF .064 METER WAS FOUND IN DISTANCE TO RM 3.  ANGLE
 LW1355'BETWEEN RM 3 AND RM 2 CHECKED THE 1968 ANGLE BY 10 SECONDS.  A
 LW1355'COMPLETE DESCRIPTION FOLLOWS--
 LW1355'
 LW1355'STATION IS LOCATED ALONG THE SOUTH SIDE OF STATE HIGHWAY, JUST
 LW1355'EAST OF THE SPRING LAKE PROFESSIONAL BUILDING, IN A VACANT LOT.
 LW1355'
 LW1355'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 33 IN
 LW1355'COVENTRY, GO WESTERLY ON STATE HIGHWAY 3 FOR 1.3 MILES TO
 LW1355'STATION ON LEFT.
 LW1355'
 LW1355'STATION MARK IS A STANDARD DISK STAMPED DENIGER 1968, SET IN
 LW1355'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH
 LW1355'GROUND.  IT IS 105.7 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 LW1355'69.2 FEET SOUTH OF POWER LINE SUPPORT POLE 71-S, 86.6 FEET
 LW1355'SOUTHWEST OF A FIRE HYDRANT, 80.9 FEET SOUTHEAST OF THE EAST
 LW1355'BRICK GATEPOST OF EAST ENTRANCE TO THE PROFESSIONAL BUILDING,
 LW1355'AND 89.8 FEET EAST OF NORTHEAST CORNER OF THE BUILDING.
 LW1355'
 LW1355'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DENIGER
 LW1355'NO 2 1968, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE
 LW1355'MONUMENT FLUSH WITH GROUND.  11.6 FEET EAST OF THE EAST BRICK
 LW1355'GATEPOST OF EAST ENTRANCE, 49.7 FEET SOUTH OF CENTER LINE OF
 LW1355'HIGHWAY, AND 3.6 FEET SOUTH OF A METAL WITNESS POST.
 LW1355'
 LW1355'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 LW1355'DENIGER NO 3 1968, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE
 LW1355'MONUMENT FLUSH WITH GROUND.  IT IS 50.9 FEET SOUTH OF CENTER
 LW1355'LINE OF HIGHWAY, 77.3 FEET WEST OF WEST BRICK GATEPOST OF WEST
 LW1355'ENTRANCE TO THE PROFESSIONAL BUILDING, AND 2 FEET SOUTH OF A
 LW1355'METAL WITNESS POST.
 LW1355'
 LW1355'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED DENIGER
 LW1355'1968 NO 4 1973, CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER
 LW1355'THAT PROJECTS 6 INCHES FROM GROUND.  IT IS 23.5 FEET SOUTHEAST
 LW1355'OF A DOUBLE-TRUNKED OAK, ABOUT 155 FEET SOUTH OF CENTER LINE
 LW1355'OF HIGHWAY, AND 92.6 FEET EAST OF SOUTHEAST CORNER OF THE
 LW1355'MACADAM AREA AROUND THE PROFESSIONAL BUILDING.
 LW1355'
 LW1355'DISTANCE FROM RM 2 TO RM 4 = 140.04 FEET, (42.684 METERS)
 LW1355'
 LW1355'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW1355'1-1/2 MILES SW OF WASHINGTON.
 LW1355
 LW1355                          STATION RECOVERY (1973)
 LW1355
 LW1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LW1355'RECOVERED IN GOOD CONDITION.
 LW1355
 LW1355                          STATION RECOVERY (1977)
 LW1355
 LW1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RDS)
 LW1355'THE STATION MARK, REFERENCE MARK 4 AND REFERENCE MARK 3 (AZI)
 LW1355'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS PUSHED
 LW1355'OVER, THE DISK WAS REMOVED AND REFERENCE MARK 5 WAS ESTABLISHED
 LW1355'AT THIS TIME.
 LW1355'
 LW1355'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND
 LW1355'33 IN COVENTRY, GO WESTERLY ON STATE HIGHWAY 3 FOR 1.3 MILES
 LW1355'TO THE STATION ON LEFT, JUST EAST OF A PROFESSIONAL BUILDING
 LW1355'IS IN A VACANT LOT.
 LW1355'
 LW1355'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF NOOSENECK, ABOUT
 LW1355'3 MILES SOUTHWEST OF COVENTRY CENTER, ABOUT 1-1/2 MILES
 LW1355'SOUTHWEST OF WASHINGTON, IN A VACANT LOT ON THE SOUTH SIDE
 LW1355'OF STATE HIGHWAY 3.
 LW1355'
 LW1355'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 LW1355'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED DENIGER
 LW1355'1968.  IT IS 90 FEET EAST OF THE NORTHEAST CORNER OF THE
 LW1355'PROFESSIONAL BUILDING, 86.5 FEET SOUTHWEST OF FIRE HYDRANT, 81
 LW1355'FEET SOUTHEAST OF A RED BRICK POST WITH LIGHT ON TOP, 69 FEET
 LW1355'SOUTH OF POWER POLE NO 71-S AND 3.5 FEET SOUTH OF WITNESS POST.
 LW1355'
 LW1355'REFERENCE MARK 3 IS STANDARD DISK SET TOP OF A 10 INCH ROUND
 LW1355'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED
 LW1355'DENIGER 1968 NO 3.  IT IS 77 FEET WEST OF A RED BRICK POST AT
 LW1355'THE SOUTH ENTRANCE TO THE PROFESSIONAL BUILDING, 51 FEET SOUTH
 LW1355'OF CENTER OF STATE HIGHWAY 3 AND 2 FEET SOUTH OF WITNESS POST.
 LW1355'
 LW1355'REFERENCE MARK 4 IS A STANDARD DISK SET TOP OF A 2 FOOT BOULDER
 LW1355'WHICH PROJECTS ABOUT 6 INCHES AND IS STAMPED DENIGER 1968 NO
 LW1355'4 1973.  IT IS 155 FEET SOUTH OF CENTER OF STATE HIGHWAY 3,
 LW1355'93 FEET EAST OF SOUTHEAST CORNER OF PARKING LOT, 65.2 FEET
 LW1355'SOUTHEAST OF WITNESS POST AND 24 FEET SOUTHEAST OF A DOUBLE
 LW1355'TRUNKED TREE.
 LW1355'
 LW1355'REFERENCE MARK 5 IS A STANDARD DISK SET TOP OF A 12 INCH
 LW1355'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED
 LW1355'DENIGER 1968 NO 5 1977.  IT IS 80.5 FEET NORTHWEST OF WITNESS
 LW1355'POST, 71 FEET NORTHEAST OF NORTHEAST CORNER OF BUILDING, 49.5
 LW1355'FEET SOUTH OF CENTER OF STATE HIGHWAY 3, 24 FEET EAST OF CENTER
 LW1355'OF THE NORTH DRIVEWAY AND 4 FEET EAST OF RED BRICK POST WITH
 LW1355'A LIGHT ON TOP.
 LW1355'
 LW1355'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW1355'1-1/2 MILES SOUTH OF WASHINGTON.
 LW1355
 LW1355                          STATION RECOVERY (1987)
 LW1355
 LW1355'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1355'RECOVERED IN GOOD CONDITION.
 LW1355
 LW1355                          STATION RECOVERY (1988)
 LW1355
 LW1355'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1356 ***********************************************************************
 LW1356  DESIGNATION -  DENIGER RM 2
 LW1356  PID         -  LW1356
 LW1356  STATE/COUNTY-  RI/KENT
 LW1356  USGS QUAD   -  CROMPTON (1995)
 LW1356
 LW1356                         *CURRENT SURVEY CONTROL
 LW1356  ___________________________________________________________________
 LW1356* NAD 83(1986)-  41 40 42.     (N)    071 35 07.     (W)     SCALED    
 LW1356* NAVD 88     -        76.272  (meters)     250.24   (feet)  ADJUSTED  
 LW1356  ___________________________________________________________________
 LW1356  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW1356  DYNAMIC HT  -          76.245 (meters)     250.15  (feet)  COMP
 LW1356  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 LW1356
 LW1356  VERT ORDER  -  SECOND    CLASS 0
 LW1356
 LW1356.The horizontal coordinates were scaled from a topographic map and have
 LW1356.an estimated accuracy of +/- 6 seconds.
 LW1356
 LW1356.The orthometric height was determined by differential leveling
 LW1356.and adjusted by the National Geodetic Survey in June 1991..
 LW1356
 LW1356.The geoid height was determined by GEOID03.
 LW1356
 LW1356.The dynamic height is computed by dividing the NAVD 88
 LW1356.geopotential number by the normal gravity value computed on the
 LW1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1356.degrees latitude (g = 980.6199 gals.).
 LW1356
 LW1356.The modeled gravity was interpolated from observed gravity values.
 LW1356
 LW1356;                    North         East    Units  Estimated Accuracy
 LW1356;SPC RI       -    66,090.       92,900.      MT  (+/- 180 meters Scaled)
 LW1356
 LW1356                          SUPERSEDED SURVEY CONTROL
 LW1356
 LW1356  NGVD 29 (??/??/92)   76.522  (m)          251.06   (f) ADJ UNCH    2 0
 LW1356
 LW1356.Superseded values are not recommended for survey control.
 LW1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1356.See file dsdata.txt to determine how the superseded data were derived.
 LW1356
 LW1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG848172(NAD 83)
 LW1356_MARKER: DR = REFERENCE MARK DISK
 LW1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1356_STAMPING: DENIGER NO 2 1968
 LW1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1356+STABILITY: SURFACE MOTION
 LW1356
 LW1356  HISTORY     - Date     Condition        Report By
 LW1356  HISTORY     - 1968     MONUMENTED       CGS
 LW1356  HISTORY     - 1969     GOOD             NGS
 LW1356  HISTORY     - 1973     GOOD             NGS
 LW1356  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1356  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1356
 LW1356                          STATION DESCRIPTION
 LW1356
 LW1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1356'1.4 MI SW FROM COVENTRY.
 LW1356'ABOUT 1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 LW1356'OF STATE HIGHWAY 33 AT COVENTRY, 73.8 FEET NORTHWEST OF THE
 LW1356'STATION MARK DESCRIBED, 37 FEET SOUTH OF THE CENTER LINE OF THE
 LW1356'NORTHBOUND LANE OF THE HIGHWAY, 32 FEET EAST OF THE CENTER LINE
 LW1356'OF THE EAST LEG OF A DRIVEWAY TO A LOW FRAME HOUSE, 9.3 FEET
 LW1356'SOUTHEAST OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL FOR
 LW1356'A 12-INCH PIPE CULVERT UNDER THE DRIVEWAY, 3.6 FEET SOUTHEAST OF
 LW1356'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LW1356'THE TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL OF THE GROUND.
 LW1356
 LW1356                          STATION RECOVERY (1973)
 LW1356
 LW1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LW1356'RECOVERED IN GOOD CONDITION.
 LW1356
 LW1356                          STATION RECOVERY (1987)
 LW1356
 LW1356'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1356'MARK NOT FOUND.
 LW1356
 LW1356                          STATION RECOVERY (1988)
 LW1356
 LW1356'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1357 ***********************************************************************
 LW1357  DESIGNATION -  DENIGER RM 3
 LW1357  PID         -  LW1357
 LW1357  STATE/COUNTY-  RI/KENT
 LW1357  USGS QUAD   -  CROMPTON (1995)
 LW1357
 LW1357                         *CURRENT SURVEY CONTROL
 LW1357  ___________________________________________________________________
 LW1357* NAD 83(1986)-  41 40 42.     (N)    071 35 07.     (W)     SCALED    
 LW1357* NAVD 88     -        76.597  (meters)     251.30   (feet)  ADJUSTED  
 LW1357  ___________________________________________________________________
 LW1357  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW1357  DYNAMIC HT  -          76.570 (meters)     251.21  (feet)  COMP
 LW1357  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 LW1357
 LW1357  VERT ORDER  -  SECOND    CLASS 0
 LW1357
 LW1357.The horizontal coordinates were scaled from a topographic map and have
 LW1357.an estimated accuracy of +/- 6 seconds.
 LW1357
 LW1357.The orthometric height was determined by differential leveling
 LW1357.and adjusted by the National Geodetic Survey in June 1991..
 LW1357
 LW1357.The geoid height was determined by GEOID03.
 LW1357
 LW1357.The dynamic height is computed by dividing the NAVD 88
 LW1357.geopotential number by the normal gravity value computed on the
 LW1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1357.degrees latitude (g = 980.6199 gals.).
 LW1357
 LW1357.The modeled gravity was interpolated from observed gravity values.
 LW1357
 LW1357;                    North         East    Units  Estimated Accuracy
 LW1357;SPC RI       -    66,090.       92,900.      MT  (+/- 180 meters Scaled)
 LW1357
 LW1357                          SUPERSEDED SURVEY CONTROL
 LW1357
 LW1357  NGVD 29 (??/??/92)   76.848  (m)          252.13   (f) ADJ UNCH    2 0
 LW1357
 LW1357.Superseded values are not recommended for survey control.
 LW1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1357.See file dsdata.txt to determine how the superseded data were derived.
 LW1357
 LW1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG848172(NAD 83)
 LW1357_MARKER: DR = REFERENCE MARK DISK
 LW1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1357_STAMPING: DENIGER NO 3 1968
 LW1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1357+STABILITY: SURFACE MOTION
 LW1357
 LW1357  HISTORY     - Date     Condition        Report By
 LW1357  HISTORY     - 1968     MONUMENTED       CGS
 LW1357  HISTORY     - 1969     GOOD             NGS
 LW1357  HISTORY     - 1973     GOOD             NGS
 LW1357  HISTORY     - 1987     GOOD             USPSQD
 LW1357  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1357
 LW1357                          STATION DESCRIPTION
 LW1357
 LW1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1357'1.4 MI SW FROM COVENTRY.
 LW1357'ABOUT 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 LW1357'OF STATE HIGHWAY 33 AT COVENTRY, 312.7 FEET WEST OF THE STATION
 LW1357'MARK DESCRIBED, 178 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 LW1357'OF RESERVOIR ROAD, 95 FEET WEST OF THE CENTER LINE OF THE WEST
 LW1357'LEG OF A DRIVEWAY SOUTH, 38 FEET SOUTH OF THE CENTER LINE OF
 LW1357'THE NORTHBOUND LANE OF THE HIGHWAY, 1.9 FEET SOUTHWEST OF A METAL
 LW1357'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LW1357'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 LW1357'GROUND.
 LW1357
 LW1357                          STATION RECOVERY (1973)
 LW1357
 LW1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LW1357'RECOVERED IN GOOD CONDITION.
 LW1357
 LW1357                          STATION RECOVERY (1987)
 LW1357
 LW1357'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1357'RECOVERED IN GOOD CONDITION.
 LW1357
 LW1357                          STATION RECOVERY (1988)
 LW1357
 LW1357'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1358 ***********************************************************************
 LW1358  DESIGNATION -  DENIGER RM 4
 LW1358  PID         -  LW1358
 LW1358  STATE/COUNTY-  RI/KENT
 LW1358  USGS QUAD   -  CROMPTON (1995)
 LW1358
 LW1358                         *CURRENT SURVEY CONTROL
 LW1358  ___________________________________________________________________
 LW1358* NAD 83(1986)-  41 40 42.     (N)    071 35 07.     (W)     SCALED    
 LW1358* NAVD 88     -        75.73   (+/-2cm)     248.5    (feet)  VERTCON   
 LW1358  ___________________________________________________________________
 LW1358  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW1358
 LW1358  VERT ORDER  -  ? (See Below)
 LW1358
 LW1358.The horizontal coordinates were scaled from a topographic map and have
 LW1358.an estimated accuracy of +/- 6 seconds.
 LW1358
 LW1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW1358.The vertical order pertains to the NGVD 29 superseded value.
 LW1358
 LW1358.The geoid height was determined by GEOID03.
 LW1358
 LW1358;                    North         East    Units  Estimated Accuracy
 LW1358;SPC RI       -    66,090.       92,900.      MT  (+/- 180 meters Scaled)
 LW1358
 LW1358                          SUPERSEDED SURVEY CONTROL
 LW1358
 LW1358  NGVD 29 (??/??/92)   75.982  (m)          249.28   (f) ADJ UNCH    ?  
 LW1358
 LW1358.Superseded values are not recommended for survey control.
 LW1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1358.See file dsdata.txt to determine how the superseded data were derived.
 LW1358
 LW1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG848172(NAD 83)
 LW1358_MARKER: DR = REFERENCE MARK DISK
 LW1358_SETTING: 80 = SET IN A BOULDER
 LW1358_SP_SET: BOULDER
 LW1358_STAMPING: DENIGER NO 4 1973
 LW1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1358+STABILITY: SURFACE MOTION
 LW1358
 LW1358  HISTORY     - Date     Condition        Report By
 LW1358  HISTORY     - 1973     MONUMENTED       NGS
 LW1358
 LW1358                          STATION DESCRIPTION
 LW1358
 LW1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LW1358'1.4 MI SW FROM COVENTRY.
 LW1358'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 LW1358'OF STATE HIGHWAY 33 AT COVENTRY, ABOUT 155 FEET SOUTH OF CENTER
 LW1358'LINE OF STATE HIGHWAY 3, 23.5 FEET SOUTHEAST OF LARGE,
 LW1358'DOUBLE-TRUNKED OAK, 92.6 FEET EAST OF SOUTHEAST CORNER OF MACADAM
 LW1358'AREA AROUND THE SPRING LAKE PROFESSIONAL BUILDING, 67.5 FEET
 LW1358'SOUTHEAST OF STATION DENIGER 1968, AND CEMENTED IN A DRILL HOLE
 LW1358'IN A 2-FOOT BOULDER THAT PROJECTS 6 INCHES FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2991 ***********************************************************************
 LW2991  DESIGNATION -  DEPEW USE 1909
 LW2991  PID         -  LW2991
 LW2991  STATE/COUNTY-  RI/WASHINGTON
 LW2991  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2991
 LW2991                         *CURRENT SURVEY CONTROL
 LW2991  ___________________________________________________________________
 LW2991* NAD 83(1996)-  41 25 36.31582(N)    071 29 13.53949(W)     ADJUSTED  
 LW2991* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW2991  ___________________________________________________________________
 LW2991  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 LW2991  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW2991
 LW2991  HORZ ORDER  -  THIRD
 LW2991
 LW2991.The horizontal coordinates were established by classical geodetic methods
 LW2991.and adjusted by the National Geodetic Survey in August 1998..
 LW2991
 LW2991.The orthometric height was scaled from a topographic map.
 LW2991
 LW2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2991
 LW2991.The geoid height was determined by GEOID03.
 LW2991
 LW2991;                    North         East     Units Scale Factor Converg.
 LW2991;SPC RI       -    38,139.787   101,078.783   MT  0.99999376   +0 00 30.7
 LW2991;SPC RI       -   125,130.28    331,622.64   sFT  0.99999376   +0 00 30.7
 LW2991;UTM  19      - 4,589,118.079   292,178.258   MT  1.00013155   -1 38 46.3
 LW2991
 LW2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2991!SPC RI       -   1.00000417  x   0.99999376  =   0.99999793
 LW2991!UTM  19      -   1.00000417  x   1.00013155  =   1.00013572
 LW2991
 LW2991:                Primary Azimuth Mark                     Grid Az
 LW2991:SPC RI       -  CARR USE                                 212 10 26.5
 LW2991:UTM  19      -  CARR USE                                 213 49 43.5
 LW2991
 LW2991|---------------------------------------------------------------------|
 LW2991| PID    Reference Object                     Distance      Geod. Az  |
 LW2991|                                                           dddmmss.s |
 LW2991| LW2994 CARR USE                            APPROX. 1.6 KM 2121057.2 |
 LW2991|---------------------------------------------------------------------|
 LW2991
 LW2991                          SUPERSEDED SURVEY CONTROL
 LW2991
 LW2991  NAD 83(1996)-  41 25 36.31498(N)    071 29 13.53852(W) AD(       ) 3
 LW2991  NAD 83(1992)-  41 25 36.31439(N)    071 29 13.53878(W) AD(       ) 3
 LW2991  NAD 83(1992)-  41 25 36.31338(N)    071 29 13.53864(W) AD(       ) 3
 LW2991  NAD 83(1986)-  41 25 36.31299(N)    071 29 13.53812(W) AD(       ) 3
 LW2991  NAD 27      -  41 25 35.95800(N)    071 29 15.31900(W) AD(       ) 3
 LW2991
 LW2991.Superseded values are not recommended for survey control.
 LW2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2991.See file dsdata.txt to determine how the superseded data were derived.
 LW2991
 LW2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9217889118(NAD 83)
 LW2991
 LW2991  HISTORY     - Date     Condition        Report By
 LW2991  HISTORY     - 1909     MONUMENTED       CGS
 LW2991  HISTORY     - 1913     GOOD             CGS
 LW2991  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2991  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2991  HISTORY     - 1949     MARK NOT FOUND   CGS
 LW2991  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW2991
 LW2991                          STATION DESCRIPTION
 LW2991
 LW2991'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW2991'STATION IS ON LAND BELONGING TO MR. DEPEW, ABOUT A MILE TO THE SE
 LW2991'OF WAKEFIELD, 1/3 MILE E OF UPPER JUDITH POND, AND IN THE S SIDE
 LW2991'OF AN UNFENCED ROAD LEADING TO THE LATTER.  THE STATION IS MARKED
 LW2991'BY A STANDARD DISK SET IN CONCRETE AT THE CENTER OF THE TOP OF A
 LW2991'TILE WHICH IS EMBEDDED IN THE GROUND.  THE DISK HAS THE ADDED
 LW2991'INSCRIPTION ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A.  THE
 LW2991'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE AT THE CENTER OF
 LW2991'THE TOP OF A TILE, WHICH IS EMBEDDED IN THE GROUND, 3.79 METERS
 LW2991'(12.43 FEET) SW BY S FROM THE STATION.
 LW2991
 LW2991                          STATION RECOVERY (1934)
 LW2991
 LW2991'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2991'TILE PIPE MARKING STATION BROKEN AND DISK MISSING.  RELOCATION
 LW2991'ADVISABLE ON ACCOUNT OF POOR VISIBILITY.
 LW2991
 LW2991                          STATION RECOVERY (1934)
 LW2991
 LW2991'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2991'THIS STATION IS ABOUT 1/3 MILE W OF THE WAKEFIELD-POINT JUDITH
 LW2991'ROAD ON THE GOLF COURSE OF THE NARRAGANSETT COUNTRY CLUB IN WHAT
 LW2991'WOULD BE AN EXTENSION OF WESTMORELAND STREET.
 LW2991'
 LW2991'THE TOP OF THE TILE MARKING THE STATION HAS BEEN BROKEN OFF AND
 LW2991'THE DISK IS GONE.  WHAT REMAINS OF THE TILE CAN BE USED AND THE
 LW2991'REFERENCE MARK IS IN EXCELLENT CONDITION AND AS DESCRIBED.
 LW2991
 LW2991                          STATION RECOVERY (1949)
 LW2991
 LW2991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 LW2991'AN INTENSIVE SEARCH FOR 1/2 HOUR BY TWO MEN WAS MADE FOR THIS
 LW2991'STATION.  THE AREA OF THE LISTED GEOGRAPHIC POSITION, ON THE GOLF
 LW2991'COURSE (NOW ABANDONED) MENTIONED IN 1934 DESCRIPTION, WAS
 LW2991'SEARCHED.  IT IS FELT THAT THE DESCRIPTIONS ARE INADEQUATE FOR
 LW2991'RECOVERY OF STATION AT THIS DATE.
 LW2991
 LW2991                          STATION RECOVERY (1954)
 LW2991
 LW2991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2991'LOST.  THE AREA IS NOW CULTIVATED.  NO TRACE OF THE STATION OR
 LW2991'REFERENCE MARK COULD BE FOUND.  THE MARKS HAVE PROBABLY BEEN
 LW2991'DESTROYED BY PLOWING OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2342 ***********************************************************************
 LW2342  DESIGNATION -  DER 1913
 LW2342  PID         -  LW2342
 LW2342  STATE/COUNTY-  RI/NEWPORT
 LW2342  USGS QUAD   -  BRISTOL (1975)
 LW2342
 LW2342                         *CURRENT SURVEY CONTROL
 LW2342  ___________________________________________________________________
 LW2342* NAD 83(1996)-  41 37 56.11032(N)    071 20 54.69934(W)     ADJUSTED  
 LW2342* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW2342  ___________________________________________________________________
 LW2342  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 LW2342  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW2342
 LW2342  HORZ ORDER  -  THIRD
 LW2342
 LW2342.The horizontal coordinates were established by classical geodetic methods
 LW2342.and adjusted by the National Geodetic Survey in August 1998..
 LW2342
 LW2342.The orthometric height was scaled from a topographic map.
 LW2342
 LW2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2342
 LW2342.The geoid height was determined by GEOID03.
 LW2342
 LW2342;                    North         East     Units Scale Factor Converg.
 LW2342;SPC RI       -    60,974.162   112,621.524   MT  0.99999571   +0 06 02.3
 LW2342;SPC RI       -   200,046.06    369,492.45   sFT  0.99999571   +0 06 02.3
 LW2342;UTM  19      - 4,611,611.305   304,378.165   MT  1.00007094   -1 33 38.6
 LW2342
 LW2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2342!SPC RI       -   1.00000331  x   0.99999571  =   0.99999902
 LW2342!UTM  19      -   1.00000331  x   1.00007094  =   1.00007425
 LW2342
 LW2342                          SUPERSEDED SURVEY CONTROL
 LW2342
 LW2342  NAD 83(1996)-  41 37 56.10999(N)    071 20 54.69908(W) AD(       ) 3
 LW2342  NAD 83(1992)-  41 37 56.10868(N)    071 20 54.69844(W) AD(       ) 3
 LW2342  NAD 83(1992)-  41 37 56.10820(N)    071 20 54.69840(W) AD(       ) 3
 LW2342  NAD 83(1986)-  41 37 56.10850(N)    071 20 54.69732(W) AD(       ) 3
 LW2342  NAD 27      -  41 37 55.73900(N)    071 20 56.51900(W) AD(       ) 3
 LW2342
 LW2342.Superseded values are not recommended for survey control.
 LW2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2342.See file dsdata.txt to determine how the superseded data were derived.
 LW2342
 LW2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0437811611(NAD 83)
 LW2342
 LW2342  HISTORY     - Date     Condition        Report By
 LW2342  HISTORY     - 1913     MONUMENTED       CGS
 LW2342  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2342  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2342
 LW2342                          STATION DESCRIPTION
 LW2342
 LW2342'DESCRIBED BY US ENGINEERS 1916
 LW2342'STATION IS ON THE W SIDE OF PRUDENCE ISLAND, NARRAGANSETT BAY,
 LW2342'ABOUT 250 FEET NW OF PINE HILL POINT, 20 FEET BACK FROM THE
 LW2342'EDGE OF THE BLUFF, AND 345 FEET BELOW A STONE WALL.  THE STATION
 LW2342'IS MARKED BY A CONCRETE BLOCK, 8 BY 8 BY 12 INCHES, SET WITH ITS
 LW2342'TOP NEARLY FLUSH WITH THE GROUND, AND BEARING A TRIANGLE AND
 LW2342'THE INSCRIPTION 1913 C. AND G.S.  THREE REFERENCE MARKS, EACH
 LW2342'A DRILL HOLE IN ROCK, ARE, RESPECTIVELY, 11.83 METERS (38.8
 LW2342'FEET) TO THE NNW, 33.04 METERS (108.4 FEET) NE, AND 9.78
 LW2342'METERS (32.1 FEET) SE FROM THE STATION.
 LW2342
 LW2342                          STATION RECOVERY (1956)
 LW2342
 LW2342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2342'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 LW2342'CONDITION.  THE 1913 DESCRIPTION IS INADEQUATE.  A NEW
 LW2342'DESCRIPTION FOLLOWS--
 LW2342'
 LW2342'THE STATION IS LOCATED ON THE W SIDE OF PRUDENCE ISLAND ABOUT
 LW2342'250 FT. NW OF PINE HILL POINT, 345 FT. S OF A ROCK FENCE, 3
 LW2342'FT. E OF THE BLUFF, AND 1 IN. BELOW THE SURFACE.  IT IS MARKED
 LW2342'BY A NAIL IN THE CENTER OF A TRIANGLE ON TOP OF AN 8-IN. SQUARE
 LW2342'CONCRETE POST WITH THE INSCRIPTION 1913 C AND GS ON ITS TOP.  THE
 LW2342'ENTIRE AREA IS COVERED BY A DENSE GROWTH OF VINES AND
 LW2342'UNDERBRUSH.
 LW2342'
 LW2342'A REFERENCE MARK 11.83 M. N-NW OF THE STATION AND 5 FT. E OF
 LW2342'THE BLUFF IS A RHODE ISLAND BUREAU OF FISHERIES STANDARD DISK (NOT
 LW2342'STAMPED) AND SET IN THE TOP OF A SMALL BOULDER FLUSH WITH THE
 LW2342'GROUND.
 LW2342'
 LW2342'A REFERENCE MARK 9.78 M. SE OF THE STATION AND 10 FT. E OF THE
 LW2342'BLUFF IS A 1/2-IN. DRILL HOLE IN THE TOP OF A SMALL BOULDER
 LW2342'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY2493 ***********************************************************************
 MY2493  DESIGNATION -  DIAMOND
 MY2493  PID         -  MY2493
 MY2493  STATE/COUNTY-  RI/PROVIDENCE
 MY2493  USGS QUAD   -  PAWTUCKET (1975)
 MY2493
 MY2493                         *CURRENT SURVEY CONTROL
 MY2493  ___________________________________________________________________
 MY2493* NAD 83(1996)-  42 00 00.16707(N)    071 24 50.51026(W)     ADJUSTED  
 MY2493* NAVD 88     -       145.8    (meters)     478.     (feet)  VERTCON   
 MY2493  ___________________________________________________________________
 MY2493  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 MY2493  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 MY2493
 MY2493  HORZ ORDER  -  FIRST
 MY2493
 MY2493.The horizontal coordinates were established by classical geodetic methods
 MY2493.and adjusted by the National Geodetic Survey in August 1998..
 MY2493
 MY2493.The NAVD 88 height was computed by applying the VERTCON shift value to
 MY2493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MY2493
 MY2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY2493
 MY2493.The geoid height was determined by GEOID03.
 MY2493
 MY2493;                    North         East     Units Scale Factor Converg.
 MY2493;SPC RI       -   101,817.123   107,122.579   MT  0.99999437   +0 03 27.1
 MY2493;SPC RI       -   334,045.01    351,451.33   sFT  0.99999437   +0 03 27.1
 MY2493;SPC MA M     -   861,078.027   207,122.413   MT  0.99997065   +0 03 27.9
 MY2493;SPC MA M     - 2,825,053.49    679,534.12   sFT  0.99997065   +0 03 27.9
 MY2493;UTM  19      - 4,652,600.516   300,069.581   MT  1.00009188   -1 36 57.0
 MY2493
 MY2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY2493!SPC RI       -   0.99998171  x   0.99999437  =   0.99997608
 MY2493!SPC MA M     -   0.99998171  x   0.99997065  =   0.99995236
 MY2493!UTM  19      -   0.99998171  x   1.00009188  =   1.00007358
 MY2493
 MY2493|---------------------------------------------------------------------|
 MY2493| PID    Reference Object                     Distance      Geod. Az  |
 MY2493|                                                           dddmmss.s |
 MY2493| CB7648 DIAMOND RM 3                         17.053 METERS 00419     |
 MY2493| MY6186 DIAMOND RM 1                         15.432 METERS 06234     |
 MY2493| MY6187 DIAMOND RM 2                         14.405 METERS 20623     |
 MY2493| MY3616 WOONSOCKET MUNICIPAL TANK           APPROX. 4.4 KM 2902744.0 |
 MY2493| MY0702 DIAMOND AZ MK                       APPROX. 0.5 KM 3042203.9 |
 MY2493| CS6851 UNIDENTIFIED TANK                                  3105235.9 |
 MY2493|---------------------------------------------------------------------|
 MY2493
 MY2493                          SUPERSEDED SURVEY CONTROL
 MY2493
 MY2493  NAD 83(1996)-  42 00 00.16703(N)    071 24 50.51032(W) AD(       ) 1
 MY2493  NAD 83(1992)-  42 00 00.16566(N)    071 24 50.50924(W) AD(       ) 1
 MY2493  NAD 83(1992)-  42 00 00.16563(N)    071 24 50.50927(W) AD(       ) 1
 MY2493  NAD 83(1986)-  42 00 00.16497(N)    071 24 50.50810(W) AD(       ) 1
 MY2493  NAD 27      -  41 59 59.81052(N)    071 24 52.29798(W) AD(       ) 1
 MY2493  NGVD 29 (07/19/86)  146.0    (m)          479.     (f) VERT ANG       
 MY2493
 MY2493.Superseded values are not recommended for survey control.
 MY2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY2493.See file dsdata.txt to determine how the superseded data were derived.
 MY2493
 MY2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0007052601(NAD 83)
 MY2493_MARKER: DH = HORIZONTAL CONTROL DISK
 MY2493_SETTING: 66 = SET IN ROCK OUTCROP
 MY2493_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MY2493_STAMPING: DIAMOND 1968 1983
 MY2493_MARK LOGO: CGS   
 MY2493_MAGNETIC: N = NO MAGNETIC MATERIAL
 MY2493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY2493+STABILITY: POSITION/ELEVATION WELL
 MY2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MY2493+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 MY2493
 MY2493  HISTORY     - Date     Condition        Report By
 MY2493  HISTORY     - 1968     MONUMENTED       CGS
 MY2493  HISTORY     - 1968     GOOD             CGS
 MY2493  HISTORY     - 1974     GOOD             NGS
 MY2493  HISTORY     - 1982     SEE DESCRIPTION  LOCENG
 MY2493  HISTORY     - 19830927 GOOD             NGS
 MY2493  HISTORY     - 1988     POOR             RIGS
 MY2493  HISTORY     - 20050327 GOOD             INDIV
 MY2493
 MY2493                          STATION DESCRIPTION
 MY2493
 MY2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 MY2493'THE STATION IS LOCATED NEAR THE HIGHEST POINT OF DIAMOND HILL
 MY2493'ABOUT 1-3/4 MILES NORTHWEST OF ARNOLD MILLS, 3-1/4 MILES
 MY2493'NORTHEAST OF MANVILLE AND ON STATE PROPERTY.
 MY2493'
 MY2493'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 114 AND 120 ABOUT
 MY2493'0.6 MILE WEST OF ARNOLD MILLS, GO NORTH ON STATE HIGHWAY 114 FOR
 MY2493'1.45 MILES TO A SIDE ROAD RIGHT (DIAMOND STATE PARK ROAD) AND
 MY2493'THE AZIMUTH MARK ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE
 MY2493'INTERSECTION.  CONTINUE NORTH ON HIGHWAY 114 FOR 0.25 MILE TO
 MY2493'STATE HIGHWAY 121.  TURN RIGHT AND GO NORTHEAST ON STATE
 MY2493'HIGHWAY 121 FOR 0.15 MILE TO FISHER ROAD ON THE RIGHT.  TURN
 MY2493'RIGHT AND GO SOUTHEAST ON FISHER ROAD FOR 0.6 MILE TO THE
 MY2493'END OF THE ROAD AT A SKI LODGE.  KEEP TO THE RIGHT OF THE
 MY2493'SKI LODGE AND GO SOUTH UP HILL ACROSS A CLEARED AREA ON A
 MY2493'TRACK ROAD FOR 0.1 MILE TO A SKI LIFT ON THE LEFT.
 MY2493'CONTINUE SOUTHWEST AND WEST ON THE TRACK ROAD THROUGH A
 MY2493'WOODED AREA FOR 0.15 MILE TO THE TOP OF THE SKI LIFT AND THE
 MY2493'END OF TRUCK TRAVEL.  THE STATION IS ABOUT 100 YARDS
 MY2493'NORTHWEST OF THIS POINT AND 82 FEET SOUTHWEST OF A SKI
 MY2493'SHELTER HOUSE.
 MY2493'
 MY2493'STATION IS A STANDARD DISK STAMPED DIAMOND 1968, IS CEMENTED
 MY2493'IN A DRILL HOLE IN BEDROCK ABOUT 1 FOOT NORTH AND 1 FOOT LOWER
 MY2493'THAN THE HIGHEST POINT OF THE ROCK.  IT IS 8 FEET WEST OF AN
 MY2493'8-INCH OAK TREE, 11 FEET SOUTH OF AN 8-INCH OAK TREE AND 82 FEET
 MY2493'SOUTHWEST OF THE SOUTHWEST CORNER OF A SKI SHELTER HOUSE.
 MY2493'
 MY2493'R.M. 1, A STANDARD DISK STAMPED DIAMOND NO 1 1968, IS SET IN
 MY2493'CONCRETE IN A DEPRESSION IN BEDROCK.  IT IS 5 FEET WEST OF A
 MY2493'TWIN TRUNK OAK TREE AND 32 FEET SOUTHWEST OF THE SOUTHWEST
 MY2493'CORNER OF THE SKI SHELTER HOUSE.
 MY2493'
 MY2493'R.M. 2, A STANDARD DISK STAMPED DIAMOND NO 2 1968, IS CEMENTED IN
 MY2493'A DRILL HOLE IN BEDROCK.  IT IS 4 FEET NORTHWEST OF AN 8-INCH
 MY2493'OAK TREE AND 4 FEET WEST OF A 2 X 3 FOOT BOULDER THAT PROJECTS
 MY2493'ABOUT TWO FEET.
 MY2493'
 MY2493'AZ MK, A STANDARD DISK STAMPED DIAMOND 1968, IS SET IN TOP OF
 MY2493'A ROUND CONCRETE MONUMENT WHICH IS 3 INCHES BELOW GROUND
 MY2493'SURFACE.  IT IS 19 FEET SOUTH OF THE CENTER OF DIAMOND HILL STATE
 MY2493'PARK ROAD, 56 FEET EAST OF THE CENTER OF STATE HIGHWAY 114, 17
 MY2493'FEET NORTHWEST OF A DRIVEWAY LEADING TO SKI HUT LODGE, 5 FEET
 MY2493'NORTHEAST OF A CLUSTER OF 5 ELM TREES AND 3 FEET EAST OF A
 MY2493'15-INCH LOCUST TREE.
 MY2493'
 MY2493'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MY2493
 MY2493                          STATION RECOVERY (1968)
 MY2493
 MY2493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MY2493'RECOVERED IN GOOD CONDITION.
 MY2493
 MY2493                          STATION RECOVERY (1974)
 MY2493
 MY2493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MY2493'STATION MARK WAS RECOVERED, SOMEONE HAS TRIED TO PRY THE DISK OUT
 MY2493'OF THE ROCK BUT STILL SEEMED TO BE SOLID AND WAS REINFORCED WITH
 MY2493'CONCRETE AT THIS TIME.  REFERENCE MARK 1 REFERENCE MARK 2 AND
 MY2493'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 MY2493'CONDITION.  REFERENCE MARK 2 IS NOW OBSTRUCED FROM THE STATION
 MY2493'BY A SKI LIFT TOWER AND WOODEN PLATFORM, REFERENCE MARK 3 WAS
 MY2493'ESTABLISHED AT THIS TIME.
 MY2493'
 MY2493'STATION IS LOCATED ABOUT 3-3/4 MILES NORTHWEST OF ARNOLD
 MY2493'MILLS, ABOUT 3-1/4 MILES NORTHEAST OF MANVILLE AND IS AT THE
 MY2493'SOUTH ONE OF TWO SKI LIFTS ON DIAMOND HILL.
 MY2493'
 MY2493'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 114 AND 120,
 MY2493'ABOUT 0.6 MILE WEST OF ARNOLD MILLS, GO NORTH ON STATE HIGHWAY
 MY2493'114 FOR 1.45 MILES TO SIDE ROAD RIGHT AND THE AZIMUTH MARK ON
 MY2493'THE RIGHT, TURN RIGHT ON DIAMOND HILL STATE PARK ROAD, GO
 MY2493'EASTERLY FOR 0.15 MILE TO A WHITE CONCRETE BLOCK BUILDING ON
 MY2493'LEFT WHICH IS USED AS REST ROOM, CONTINUE EASTERLY FOR ABOUT
 MY2493'0.05 MILE TO PICNIC AREA, KEEP RIGHT AND FOLLOW GRAVEL ROAD
 MY2493'AROUND TO THE NORTHEAST CORNER OF PICNIC AREA, TURN RIGHT PASSING
 MY2493'A LARGE CONCRETE BLOCK AND FOLLOW SKI TRAIL SOUTH FOR 0.45
 MY2493'MILE TO A SKI LIFT ON RIGHT, CONTINUE SOUTHERLY UP A HILL TO
 MY2493'ANOTHER SKI LIFT TOWER AND THE STATION AS DESCRIBED.
 MY2493'
 MY2493'STATION IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 MY2493'ROCK AND IS STAMPED DIAMOND 1968.  IT IS 8.5 FEET NORTHEAST
 MY2493'OF SKI LIFT TOWER, 6.2 FEET SOUTHWEST OF NORTHWEST CORNER OF
 MY2493'WOODEN PLATFORM, 3 FEET NORTH OF NORTHWEST END OF WOODEN PLATFORM
 MY2493'AND IS DIRECTLY UNDER THE CABLE THAT BRING THE CHAIRS UP TO TOP
 MY2493'OF HILL.
 MY2493'
 MY2493'REFERENCE MARK 1 A STANDARD DISK SET IN A DRILL HOLE IN
 MY2493'OUTCROPPING BEDROCK AND THE DISK IS STAMPED DIAMOND NO 1 1968.  IT
 MY2493'IS 59 FEET NORTHEAST OF SKI LIFT TOWER AND 6 FEET SOUTH OF THE
 MY2493'JUNCTION OF ALUMINUM PIPE GOING IN THREE DIRECTIONS AND 3.5
 MY2493'FEET SOUTH OF CONCRETE BASE SUPPORTING THE PIPES.
 MY2493'
 MY2493'REFERENCE MARK 2 A STANDARD DISK SET IN DRILL HOLE IN OUT
 MY2493'CROPPING BEDROCK WHICH IS FLUSH WITH GROUND AND IS STAMPED
 MY2493'DIAMOND NO 2 1968.  IT IS 39 FEET SOUTH-SOUTHWEST OF SKI LIFT
 MY2493'TOWER AND 4 FEET WEST OF A LARGE BOULDER WHICH PROJECTS ABOUT 2
 MY2493'FEET.  THE MARK IS OBSTRUCTED FROM THE STATION BY THE SKI LIFT
 MY2493'TOWER AND PLATFORM.
 MY2493'
 MY2493'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN
 MY2493'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND
 MY2493'AND THE DISK IS STAMPED DIAMOND NO 3 1968 1974.  IT IS 63 FEET
 MY2493'NORTH OF THE SKI LIFT TOWER, 19.5 FEET NORTH OF ALUMINUM PIPES AND
 MY2493'17 FEET NORTHWEST OF A TWIN TRUNK TREE.
 MY2493'
 MY2493'AZIMUTH MARK IS A STANDARD DISK SET TOP OF A ROUND CONCRETE
 MY2493'MONUMENT WHICH IS ABOUT 2 INCHES BELOW GROUND LEVEL AND IS
 MY2493'STAMPED DIAMOND 1968.  IT IS 56 FEET EAST OF THE CENTER OF STATE
 MY2493'HIGHWAY 114, 19 FEET SOUTH OF CENTER OF DIAMOND HILL STATE PARK
 MY2493'ROAD, 17 FEET NORTHEAST OF CENTER OF DRIVE TO A SKI HUT AND 3
 MY2493'FEET EAST OF A 16 INCH TREE.
 MY2493'
 MY2493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MY2493'3-1/4 MILES NORTHWEST OF ARNOLD MILLS.
 MY2493
 MY2493                          STATION RECOVERY (1982)
 MY2493
 MY2493'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 MY2493'DIAMOND STOLEN--HOLE STILL THERE IN LEDGE.
 MY2493'
 MY2493'RM 2 AND RM 1 AND RM 3 AND AZIMUTH MARK O.K.  WE HAVE COVERED THEM
 MY2493'WITH SOIL TO DISCOURAGED CONTINUING VANDALISM.
 MY2493'
 MY2493'BELIEVE THAT STATION CAN STILL BE USED BY USING TIES TO RMS.
 MY2493'
 MY2493'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILES NW OF ARNOLD
 MY2493'MILLS.
 MY2493
 MY2493                          STATION RECOVERY (1983)
 MY2493
 MY2493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MY2493'THE STEM FOR THE STATION MARK AND REFERENCE MARK 3 WAS RECOVERED. ALSO
 MY2493'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 MY2493'CONDITION. A NEW STATION DISK WAS SET FOR THE STATION MARK HOLDING THE
 MY2493'CENTER OF THE STEM AS PLUMB. THE DISK FOR REFERENCE MARK 3 WAS NOT
 MY2493'REPLACED AS THE BUILDING HAS BEEN TORN DOWN AND REFERENCE MARK 2 IS
 MY2493'VISIBLE AGAIN. THE DIRECTION TO THE REFERENCE MARKS CHECKED. A SHORTER
 MY2493'DISTANCE OF 0.02 FEET TO REFERENCE MARK 1 AND 0.23 FEET TO REFERENCE
 MY2493'MARK 2 WAS NOTED AT THIS TIME. THIS WAS PROBABLY CAUSED BY THE LARGE
 MY2493'DIFFERENCE IN ELEVATION. THE DISTANCE TO THE AZIMUTH MARK WAS MEASURED
 MY2493'AT THIS TIME. A NEW DESCRIPTION FOLLOWS.
 MY2493'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) NORTHEAST OF MANVILLE,
 MY2493'2.8 KM (1.75 MI) NORTHWEST OF ARNOLD MILLS AND ON THE WESTERLY SUMMIT
 MY2493'OF DIAMOND HILL. IT IS NEAR A LARGE CONCRETE FOOTING FOR THE OLD SKI
 MY2493'LIFT.
 MY2493'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 114 AND 120,
 MY2493'ABOUT 1.0 KM (0.60 MI) WEST OF ARNOLD MILLS, GO NORTH ON HIGHWAY 114
 MY2493'FOR 2.3 KM (1.45 MI) TO A SIDE ROAD RIGHT LEADING TO THE DIAMOND STATE
 MY2493'PARK AND THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTH ON HIGHWAY 114
 MY2493'FOR 0.4 KM (0.25 MI) TO HIGHWAY 121 ON THE RIGHT. TURN RIGHT AND GO
 MY2493'NORTHEAST ON HIGHWAY 121 FOR 0.2 KM (0.10 MI) TO A SIDE ROAD RIGHT.
 MY2493'TURN RIGHT AND GO SOUTHEAST ON A PAVED ROAD FOR 1.0 KM (0.60 MI) TO
 MY2493'THE END OF THE ROAD AT A SKI LODGE. PASS TO THE RIGHT OF THE SKI LODGE
 MY2493'AND GO UPHILL ON A CLEARED AREA FOR 0.2 KM (0.10 MI) TO A TRACK ROAD.
 MY2493'GO SOUTHWEST AND WEST ON THE TRACK ROAD FOR 0.2 KM (0.10 MI) TO A
 MY2493'CLEARING FOR A OLD SKI LIFT AND THE END OF TRUCK TRAVEL. PACK IN A
 MY2493'WESTERLY DIRECTION UPHILL FOR ABOUT 100 YARDS TO THE STATION, ON THE
 MY2493'MOST WESTERLY PORTION OF THE HILL.
 MY2493'THE STATION MARK IS A DISK SET IN THE ROCK OUTCROP AND IS 1.8 M
 MY2493'(5.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A 5 FEET SQUARE CONCRETE
 MY2493'FOOTING.
 MY2493
 MY2493                          STATION RECOVERY (1988)
 MY2493
 MY2493'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988 (GEC)
 MY2493'THE DESIGNATED MARK WAS RECOVERED WITH THE CHANGES NOTED BELOW.
 MY2493'THE STATION MARK DISK HAD BEEN REMOVED BY VANDALS, BUT THE DRILL
 MY2493'HOLE WAS LOCATED WITHIN THE CHISELED CIRCULAR IMPRESSION LEFT BY THE
 MY2493'DISK.  ONLY THE SHANK FROM THE DISK FOR REFERENCE MARK 3 REMAINED.
 MY2493'REFERENCE MARKS 1, 2 AND THE MAGS DISK WERE FOUND INTACT, BUT IN A
 MY2493'MUTILATED CONDITION WITH STAMPING STILL LEGIBLE.  DUE TO A HISTORY
 MY2493'OF REPEATED VANDALISM, NO NEW DISKS WERE SET.  A NEW DESCRIPTION
 MY2493'FOLLOWS.
 MY2493'
 MY2493'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI)
 MY2493'NORTHEAST OF ARNOLD MILLS, WITHIN DIAMON HILLS STATE PARK, AND NEAR
 MY2493'THE HIGHEST POINT OF DIAMOND HILL.
 MY2493'OWNERSHIP--STATE OF RHODE ISLAND, DEM
 MY2493'
 MY2493'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 114 AND
 MY2493'120 WHICH IS ABOUT 0.8 KM (0.6 MI) WEST OF ARNOLD MILLS, GO
 MY2493'NORTH FOR 2.4 KM (1.45 MI) ON HIGHWAY 114 TO THE MAIN ENTRANCE TO
 MY2493'DIAMOND HILLS STATE PARK AND THE AZIMUTH MARK ON THE RIGHT.
 MY2493'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR .33 KM (.2 MI) ON HIGHWAY
 MY2493'114 TO ITS INTERSECTION WITH STATE HIGHWAY 121.
 MY2493'TURN RIGHT AND GO EAST FOR .33 KM (.2 MI) ON HIGHWAY 121 TO A PAVED
 MY2493'SIDE ROAD RIGHT,
 MY2493'TURN RIGHT AND GO SOUTH FOR .33 KM (.2 MI) ON FISHER ROAD TO BVE
 MY2493'UTILITY POLE 12 ON THE LEFT, AND A DIRT ROAD ON THE RIGHT WITHIN
 MY2493'THE PARK.  A FOUR WHEEL DRIVE VEHICLE IS NEEDED FROM THIS POINT ON,
 MY2493'AND CAN ONLY BE USED IN GOOD WEATHER.
 MY2493'TURN RIGHT AND GO SOUTH FOR .4 KM (.25 MI) ON THE DIRT ROAD UP THE
 MY2493'HILL TO THE STATION.
 MY2493'
 MY2493'THE STATION IS A .75 INCH STAINLESS STEEL BOLT SURROUNDED BY A
 MY2493'TRIANGLE SCRATCHED IN THE CEMENT SETTING MORTAR SET IN A DRILL HOLE
 MY2493'IN GRANITE OUTCROP ON THE WESTERN SUMMIT OF THE HILL.
 MY2493'LOCATED ABOUT 100 FEET EAST OF A MASSACHUSETTS GEODETIC SURVEY DISK
 MY2493'STAMPED DIAMOND HILL 1981 LOCATED ON THE ROCK EASTERN SUMMIT OF THE
 MY2493'HILL, 17 METERS, 56 FEET SOUTH FROM THE SHANK OF FORMER RM 3 WHICH
 MY2493'IS NEAR THE TOP OF A SLIDE/WASH AREA ON THE NORTHWEST SUMMIT, 5.6
 MY2493'METER, 18.5 FEET SOUTH OF A TEN INCH DIAMETER OAK TREE, AND 1.7
 MY2493'METER, 5.8 FEET NORTHEAST FROM THE NORTHEAST CORNER OF A 4.5 SQUARE
 MY2493'CONCRETE PIER.
 MY2493'
 MY2493'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 MY2493'STAMPED---DIAMOND NO 1 1968---,
 MY2493'SET INTO A DRILL HOLE IN BEDROCK
 MY2493'WHICH IS EXPOSED ABOUT 0.5 METERS SQUARE,
 MY2493'3.4 METERS (10.5 FT) NORTH FROM A SIX INCH DIAMETER OAK TREE,
 MY2493'1.0 METERS (3.3 FT) SOUTH FROM THE SOUTH EDGE OF A 5.5 FOOT BY 2.5
 MY2493'CONCRETE FOOTING WITH 4  TWO FOOT REBAR SECTIONS PROTRUDING.
 MY2493'MARK IS 2.0 METERS BELOW THE STATION.
 MY2493'
 MY2493'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 MY2493'STAMPED---DIAMOND NO 2 1968---,
 MY2493'SET INTO A DRILL HOLE IN A 1.5 SQUARE FOOT EXPOSED BEDROCK,
 MY2493'11.1 METERS (36.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 MY2493'4.5 SQUARE FOOT CONCRETE PIER,
 MY2493'0.5 METERS (1.5 FT) SOUTHWEST FROM A FOUR INCH DIAMETER OAK TREE.
 MY2493'MARK IS 3 METERS BELOW THE STATION.
 MY2493'
 MY2493'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 MY2493'STAMPED---DIAMOND 1968---,
 MY2493'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MY2493'20 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 MY2493'17.07 METERS (56 FT) EAST FROM THE CENTERLINE OF HIGHWAY 114,
 MY2493'5.8 METERS (19 FT) SOUTH FROM THE CENTERLINE OF THE ENTRANCE ROAD
 MY2493'FOR DIAMOND HILLS STATE PARK,
 MY2493'5.2 METERS (17 FT) NORTHEAST FROM THE CENTER OF THE ACCESS ROAD TO
 MY2493'A PARK CONCESSION STAND,
 MY2493'1 METERS (3 FT) EAST FROM A 16 INCH TREE.
 MY2493'
 MY2493'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 MY2493
 MY2493                          STATION RECOVERY (2005)
 MY2493
 MY2493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DKA)
 MY2493'THE STATION IS IN GOOD CONDITION. THE BOLT HAS A PUNCHMARK IN THE
 MY2493'CENTER. RM1 IS IN GOOD CONDITION BUT RM2 IS IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0702 ***********************************************************************
 MY0702  DESIGNATION -  DIAMOND AZ MK
 MY0702  PID         -  MY0702
 MY0702  STATE/COUNTY-  RI/PROVIDENCE
 MY0702  USGS QUAD   -  FRANKLIN (1979)
 MY0702
 MY0702                         *CURRENT SURVEY CONTROL
 MY0702  ___________________________________________________________________
 MY0702* NAD 83(1996)-  42 00 09.43237(N)    071 25 08.67480(W)     ADJUSTED  
 MY0702* NAVD 88     -        67.171  (meters)     220.38   (feet)  ADJUSTED  
 MY0702  ___________________________________________________________________
 MY0702  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 MY0702  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 MY0702  DYNAMIC HT  -          67.151 (meters)     220.31  (feet)  COMP
 MY0702  MODELED GRAV-     980,319.8   (mgal)                       NAVD 88
 MY0702
 MY0702  HORZ ORDER  -  SECOND
 MY0702  VERT ORDER  -  SECOND    CLASS 0
 MY0702
 MY0702.The horizontal coordinates were established by classical geodetic methods
 MY0702.and adjusted by the National Geodetic Survey in August 1998..
 MY0702.No horizontal observational check was made to the station.
 MY0702
 MY0702.The orthometric height was determined by differential leveling
 MY0702.and adjusted by the National Geodetic Survey in June 1991..
 MY0702
 MY0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY0702
 MY0702.The geoid height was determined by GEOID03.
 MY0702
 MY0702.The dynamic height is computed by dividing the NAVD 88
 MY0702.geopotential number by the normal gravity value computed on the
 MY0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0702.degrees latitude (g = 980.6199 gals.).
 MY0702
 MY0702.The modeled gravity was interpolated from observed gravity values.
 MY0702
 MY0702;                    North         East     Units Scale Factor Converg.
 MY0702;SPC RI       -   102,102.582   106,704.271   MT  0.99999430   +0 03 14.9
 MY0702;SPC RI       -   334,981.55    350,078.93   sFT  0.99999430   +0 03 14.9
 MY0702;SPC MA M     -   861,363.478   206,704.114   MT  0.99997049   +0 03 15.7
 MY0702;SPC MA M     - 2,825,990.01    678,161.75   sFT  0.99997049   +0 03 15.7
 MY0702;UTM  19      - 4,652,898.099   299,659.747   MT  1.00009390   -1 37 09.5
 MY0702
 MY0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY0702!SPC RI       -   0.99999403  x   0.99999430  =   0.99998833
 MY0702!SPC MA M     -   0.99999403  x   0.99997049  =   0.99996452
 MY0702!UTM  19      -   0.99999403  x   1.00009390  =   1.00008793
 MY0702
 MY0702                          SUPERSEDED SURVEY CONTROL
 MY0702
 MY0702  NAD 83(1996)-  42 00 09.43233(N)    071 25 08.67486(W) AD(       ) 2
 MY0702  NAD 83(1992)-  42 00 09.43107(N)    071 25 08.67396(W) AD(       ) 2
 MY0702  NAD 83(1992)-  42 00 09.43104(N)    071 25 08.67400(W) AD(       ) 2
 MY0702  NAD 83(1986)-  42 00 09.42987(N)    071 25 08.67216(W) AD(       ) 2
 MY0702  NGVD 29 (??/??/92)   67.407  (m)          221.15   (f) ADJ UNCH    2 0
 MY0702
 MY0702.Superseded values are not recommended for survey control.
 MY0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0702.See file dsdata.txt to determine how the superseded data were derived.
 MY0702
 MY0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9966052898(NAD 83)
 MY0702_MARKER: DZ = AZIMUTH MARK DISK
 MY0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY0702_SP_SET: CONCRETE POST
 MY0702_STAMPING: DIAMOND 1968
 MY0702_MARK LOGO: CGS   
 MY0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 MY0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY0702+STABILITY: SURFACE MOTION
 MY0702
 MY0702  HISTORY     - Date     Condition        Report By
 MY0702  HISTORY     - 1968     MONUMENTED       CGS
 MY0702  HISTORY     - 1969     GOOD             NGS
 MY0702
 MY0702                          STATION DESCRIPTION
 MY0702
 MY0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MY0702'4.6 MI SE FROM WOONSOCKET.
 MY0702'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF ARNOLD
 MY0702'MILLS, ON THE EAST SIDE OF STATE HIGHWAY 114 AND AT THE ENTRANCE ROAD
 MY0702'TO THE DIAMOND STATE PARK.
 MY0702'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 114 AND 120,
 MY0702'ABOUT 1.0 KM (0.60 MI) WEST OF ARNOLD MILLS, GO NORTH ON HIGHWAY 114
 MY0702'FOR 2.3 KM (1.45 MI) TO A SIDE ROAD RIGHT LEADING INTO THE PARK AND
 MY0702'THE MARK ON THE RIGHT.
 MY0702'THE STATION IS A DISK SET IN THE TOP OF A ROUND CONCRETE POST RECESSED
 MY0702'5 CM AND IS 17.0 M (55.8 FT) EAST-SOUTHEAST OF THE CENTER OF HIGHWAY
 MY0702'114, 11.7 M (38.4 FT) SOUTHEAST OF POWERLINE POLE NUMBER 366, 6.3 M
 MY0702'(20.7 FT) SOUTH OF THE CENTER OF THE NORTH ENTRANCE ROAD LEADING TO
 MY0702'THE PARK AND 1.1 M (3.6 FT) EAST OF A 16-INCH LOCUST TREE.
 MY0702'ABOUT 4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 114 FROM THE
 MY0702'JUNCTION OF STATE HIGHWAY 126 AT WOONSOCKET, ABOUT 0.3 MILE
 MY0702'SOUTH OF THE JUNCTION OF STATE HIGHWAY 121 LEADING NORTHEAST,
 MY0702'AT THE JUNCTION OF A BLACK TOP ROAD LEADING NORTHEAST INTO THE
 MY0702'DIAMOND HILL STATE PARK, 56 FEET EAST OF THE CENTER LINE OF THE
 MY0702'HIGHWAY, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 18
 MY0702'FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE
 MY0702'CHALET SKI HUT, 6 FEET NORTHEAST OF 5 SMALL ELM TREES, 3 1/2 FEET
 MY0702'EAST OF A 14 INCH ELM TREE, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 MY0702'AND SET IN THE TOP OF A CONCRETE POST 3 INCHES BELOW THE LEVEL
 MY0702'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2897 ***********************************************************************
 LW2897  DESIGNATION -  DICKENSON
 LW2897  PID         -  LW2897
 LW2897  STATE/COUNTY-  RI/NEWPORT
 LW2897  USGS QUAD   -  NEWPORT (1975)
 LW2897
 LW2897                         *CURRENT SURVEY CONTROL
 LW2897  ___________________________________________________________________
 LW2897* NAD 83(1996)-  41 28 41.96980(N)    071 21 55.47783(W)     ADJUSTED  
 LW2897* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 LW2897  ___________________________________________________________________
 LW2897  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 LW2897  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW2897
 LW2897  HORZ ORDER  -  SECOND
 LW2897
 LW2897.The horizontal coordinates were established by classical geodetic methods
 LW2897.and adjusted by the National Geodetic Survey in August 1998..
 LW2897
 LW2897.The orthometric height was scaled from a topographic map.
 LW2897
 LW2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2897
 LW2897.The geoid height was determined by GEOID03.
 LW2897
 LW2897;                    North         East     Units Scale Factor Converg.
 LW2897;SPC RI       -    43,875.979   111,241.384   MT  0.99999530   +0 05 20.9
 LW2897;SPC RI       -   143,949.77    364,964.44   sFT  0.99999530   +0 05 20.9
 LW2897;UTM  19      - 4,594,558.877   302,503.488   MT  1.00008003   -1 34 01.9
 LW2897
 LW2897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2897!SPC RI       -   1.00000037  x   0.99999530  =   0.99999567
 LW2897!UTM  19      -   1.00000037  x   1.00008003  =   1.00008040
 LW2897
 LW2897:                Primary Azimuth Mark                     Grid Az
 LW2897:SPC RI       -  BULL POINT CUPOLA                        076 56 57.9
 LW2897:UTM  19      -  BULL POINT CUPOLA                        078 36 20.7
 LW2897
 LW2897|---------------------------------------------------------------------|
 LW2897| PID    Reference Object                     Distance      Geod. Az  |
 LW2897|                                                           dddmmss.s |
 LW2897| LW2880 BULL POINT CUPOLA                   APPROX. 0.8 KM 0770218.8 |
 LW2897| LW2892 CASTLE HILL LIGHTHOUSE              APPROX. 1.8 KM 1732103.5 |
 LW2897|---------------------------------------------------------------------|
 LW2897
 LW2897                          SUPERSEDED SURVEY CONTROL
 LW2897
 LW2897  NAD 83(1996)-  41 28 41.96930(N)    071 21 55.47703(W) AD(       ) 2
 LW2897  NAD 83(1992)-  41 28 41.96823(N)    071 21 55.47717(W) AD(       ) 2
 LW2897  NAD 83(1992)-  41 28 41.96762(N)    071 21 55.47680(W) AD(       ) 2
 LW2897  NAD 83(1986)-  41 28 41.96762(N)    071 21 55.47480(W) AD(       ) 2
 LW2897  NAD 27      -  41 28 41.59900(N)    071 21 57.27800(W) AD(       ) 2
 LW2897
 LW2897.Superseded values are not recommended for survey control.
 LW2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2897.See file dsdata.txt to determine how the superseded data were derived.
 LW2897
 LW2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0250394559(NAD 83)
 LW2897_MARKER: DS = TRIANGULATION STATION DISK
 LW2897_SETTING: 66 = SET IN ROCK OUTCROP
 LW2897_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW2897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2897+STABILITY: POSITION/ELEVATION WELL
 LW2897
 LW2897  HISTORY     - Date     Condition        Report By
 LW2897  HISTORY     - 1940     MONUMENTED       CGS
 LW2897  HISTORY     - 1943     GOOD             CGS
 LW2897  HISTORY     - 20051108 MARK NOT FOUND   USPSQD
 LW2897
 LW2897                          STATION DESCRIPTION
 LW2897
 LW2897'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2897'STATION IS LOCATED ABOUT 2 MI. S OF THE TOWN OF JAMESTOWN, ON THE
 LW2897'GOVERNMENT RESERVATION OF FORT WETHERILL.  IT IS A STANDARD
 LW2897'STATION DISK, STAMPED DICKENSON 1940 AND SET IN A DRILL HOLE FLUSH
 LW2897'WITH THE SURFACE OF A WHITE ROCK OUTCROP.
 LW2897'
 LW2897'THE FINIAL OVER THE RED DOME-SHAPED CUPOLA ON THE LARGE HOUSE
 LW2897'BACK OF BULL POINT IS A GOOD AZIMUTH MARK.
 LW2897'
 LW2897'THE CASTLE HILL AND BEAVERTAIL LIGHTHOUSES ARE ALSO GOOD AZIMUTH
 LW2897'MARKS, AND THE FINIAL OVER THE LIGHT WAS OBSERVED UPON AT THESE
 LW2897'LIGHTHOUSES.
 LW2897
 LW2897                          STATION RECOVERY (1943)
 LW2897
 LW2897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2897'STATION WAS RECOVERED AND WAS FOUND TO BE IN GOOD CONDITION.
 LW2897
 LW2897                          STATION RECOVERY (2005)
 LW2897
 LW2897'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2897'FOUND THE WHITE ROCK OUTCROP.  IT IS THE TYPE FROM WHITH THE DISK
 LW2897'COULD BE REMOVED EASILY AND, AFTER TIME, LEAVE NO EVIDENCE THAT THE
 LW2897'DISK WAS EVER THERE.
 LW2897' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2990 ***********************************************************************
 LW2990  DESIGNATION -  DILLON USE 1909
 LW2990  PID         -  LW2990
 LW2990  STATE/COUNTY-  RI/WASHINGTON
 LW2990  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2990
 LW2990                         *CURRENT SURVEY CONTROL
 LW2990  ___________________________________________________________________
 LW2990* NAD 83(1996)-  41 26 12.82159(N)    071 28 29.25441(W)     ADJUSTED  
 LW2990* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 LW2990  ___________________________________________________________________
 LW2990  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 LW2990  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LW2990
 LW2990  HORZ ORDER  -  THIRD
 LW2990
 LW2990.The horizontal coordinates were established by classical geodetic methods
 LW2990.and adjusted by the National Geodetic Survey in August 1998..
 LW2990
 LW2990.The orthometric height was scaled from a topographic map.
 LW2990
 LW2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2990
 LW2990.The geoid height was determined by GEOID03.
 LW2990
 LW2990;                    North         East     Units Scale Factor Converg.
 LW2990;SPC RI       -    39,266.232   102,106.726   MT  0.99999380   +0 01 00.1
 LW2990;SPC RI       -   128,825.96    334,995.15   sFT  0.99999380   +0 01 00.1
 LW2990;UTM  19      - 4,590,214.516   293,238.446   MT  1.00012614   -1 38 18.2
 LW2990
 LW2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2990!SPC RI       -   1.00000181  x   0.99999380  =   0.99999561
 LW2990!UTM  19      -   1.00000181  x   1.00012614  =   1.00012795
 LW2990
 LW2990:                Primary Azimuth Mark                     Grid Az
 LW2990:SPC RI       -  MEETINGHOUSE HILL 2 RESET                356 11 24.5
 LW2990:UTM  19      -  MEETINGHOUSE HILL 2 RESET                357 50 42.8
 LW2990
 LW2990|---------------------------------------------------------------------|
 LW2990| PID    Reference Object                     Distance      Geod. Az  |
 LW2990|                                                           dddmmss.s |
 LW2990| LW0683 MEETINGHOUSE HILL 2 RESET           APPROX. 0.9 KM 3561224.6 |
 LW2990|---------------------------------------------------------------------|
 LW2990
 LW2990                          SUPERSEDED SURVEY CONTROL
 LW2990
 LW2990  NAD 83(1996)-  41 26 12.82080(N)    071 28 29.25346(W) AD(       ) 3
 LW2990  NAD 83(1992)-  41 26 12.82015(N)    071 28 29.25371(W) AD(       ) 3
 LW2990  NAD 83(1992)-  41 26 12.81922(N)    071 28 29.25355(W) AD(       ) 3
 LW2990  NAD 83(1986)-  41 26 12.81884(N)    071 28 29.25295(W) AD(       ) 3
 LW2990  NAD 27      -  41 26 12.45800(N)    071 28 31.04300(W) AD(       ) 3
 LW2990
 LW2990.Superseded values are not recommended for survey control.
 LW2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2990.See file dsdata.txt to determine how the superseded data were derived.
 LW2990
 LW2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9323890215(NAD 83)
 LW2990
 LW2990  HISTORY     - Date     Condition        Report By
 LW2990  HISTORY     - 1909     MONUMENTED       CGS
 LW2990  HISTORY     - 1912     GOOD             CGS
 LW2990  HISTORY     - 1934     GOOD             RIGS
 LW2990  HISTORY     - 1949     SEE DESCRIPTION  CGS
 LW2990  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2990
 LW2990                          STATION DESCRIPTION
 LW2990
 LW2990'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2990'STATION IS ON A KNOLL IN THE N END OF POINT JUDITH NECK, ABOUT 3/4
 LW2990'MILE NW OF NARRAGANSETT PIER, 1-1/4 MILES ESE OF WAKEFIELD, 300
 LW2990'METERS S OF THE COVE OF THE PATTAQUAMSCOTT RIVER, AND 60 METERS S
 LW2990'OF THE RAILROAD.  THE STATION IS ON A SMALL BOULDER SHOWING ONLY 2
 LW2990'INCHES ABOVE THE GROUND AND IS MARKED BY A STANDARD DISK STATION
 LW2990'MARK WEDGED IN A DRILL HOLE IN A BOULDER.  THE DISK HAS THE
 LW2990'ADDITIONAL LEGEND ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A.  A
 LW2990'STANDARD REFERENCE DISK, SET IN THE TOP OF A LARGE BOULDER ON THE
 LW2990'HIGHEST POINT OF THE KNOLL, IS 9.07 METERS (29.76 FEET) TO THE
 LW2990'SOUTHWESTWARD OF THE STATION.
 LW2990
 LW2990                          STATION RECOVERY (1934)
 LW2990
 LW2990'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2990'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.
 LW2990'
 LW2990'THE RAILROAD MENTIONED IN THE DESCRIPTION IS THE NARRAGANSETT PIER
 LW2990'RAILROAD.
 LW2990'
 LW2990'THE STATION IS ABOUT 250 YARDS NE OF THE CORNER OF KINGSTOWN ROAD
 LW2990'AND AVICE STREET, AND E OF THE NARRAGANSETT SKEET CLUB FIELD.
 LW2990
 LW2990                          STATION RECOVERY (1949)
 LW2990
 LW2990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 LW2990'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED WITH THE
 LW2990'FOLLOWING EXCEPTION--
 LW2990'
 LW2990'THE TABLET INDICATING THE STATION HAS BEEN REMOVED.  HOWEVER, THE
 LW2990'DRILL HOLE IS APPARENT AND CAN BE USED IN LIEU OF THE STATION MARK
 LW2990'ITSELF.
 LW2990
 LW2990                          STATION RECOVERY (1954)
 LW2990
 LW2990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2990'STATION RECOVERED IN THE SAME CONDITION AS STATED IN THE 1949
 LW2990'RECOVERY NOTE BY E.R.MCC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0615 ***********************************************************************
 LW0615  DESIGNATION -  DIMON
 LW0615  PID         -  LW0615
 LW0615  STATE/COUNTY-  RI/NEWPORT
 LW0615  USGS QUAD   -  SAKONNET POINT (1970)
 LW0615
 LW0615                         *CURRENT SURVEY CONTROL
 LW0615  ___________________________________________________________________
 LW0615* NAD 83(1996)-  41 27 39.69990(N)    071 10 11.78416(W)     ADJUSTED  
 LW0615* NAVD 88     -         4.388  (meters)      14.40   (feet)  ADJUSTED  
 LW0615  ___________________________________________________________________
 LW0615  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW0615  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW0615  DYNAMIC HT  -           4.386 (meters)      14.39  (feet)  COMP
 LW0615  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LW0615
 LW0615  HORZ ORDER  -  SECOND
 LW0615  VERT ORDER  -  SECOND    CLASS 0
 LW0615
 LW0615.The horizontal coordinates were established by classical geodetic methods
 LW0615.and adjusted by the National Geodetic Survey in August 1998..
 LW0615
 LW0615.The orthometric height was determined by differential leveling
 LW0615.and adjusted by the National Geodetic Survey in June 1991..
 LW0615
 LW0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0615
 LW0615.The geoid height was determined by GEOID03.
 LW0615
 LW0615.The dynamic height is computed by dividing the NAVD 88
 LW0615.geopotential number by the normal gravity value computed on the
 LW0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0615.degrees latitude (g = 980.6199 gals.).
 LW0615
 LW0615.The modeled gravity was interpolated from observed gravity values.
 LW0615
 LW0615;                    North         East     Units Scale Factor Converg.
 LW0615;SPC RI       -    41,998.756   127,575.104   MT  1.00000310   +0 13 06.7
 LW0615;SPC RI       -   137,790.92    418,552.65   sFT  1.00000310   +0 13 06.7
 LW0615;UTM  19      - 4,592,210.313   318,776.835   MT  1.00000418   -1 26 13.7
 LW0615
 LW0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0615!SPC RI       -   1.00000400  x   1.00000310  =   1.00000710
 LW0615!UTM  19      -   1.00000400  x   1.00000418  =   1.00000818
 LW0615
 LW0615                          SUPERSEDED SURVEY CONTROL
 LW0615
 LW0615  NAD 83(1996)-  41 27 39.70001(N)    071 10 11.78373(W) AD(       ) 2
 LW0615  NAD 83(1992)-  41 27 39.69798(N)    071 10 11.78358(W) AD(       ) 2
 LW0615  NAD 83(1992)-  41 27 39.69792(N)    071 10 11.78324(W) AD(       ) 2
 LW0615  NAD 83(1986)-  41 27 39.69838(N)    071 10 11.78119(W) AD(       ) 2
 LW0615  NAD 27      -  41 27 39.32500(N)    071 10 13.61800(W) AD(       ) 2
 LW0615  NGVD 29 (??/??/92)    4.612  (m)           15.13   (f) ADJ UNCH    2 0
 LW0615
 LW0615.Superseded values are not recommended for survey control.
 LW0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0615.See file dsdata.txt to determine how the superseded data were derived.
 LW0615
 LW0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1877792210(NAD 83)
 LW0615_MARKER: DS = TRIANGULATION STATION DISK
 LW0615_SETTING: 80 = SET IN A BOULDER
 LW0615_SP_SET: BOULDER
 LW0615_STAMPING: DIMON 1943
 LW0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0615+STABILITY: SURFACE MOTION
 LW0615
 LW0615  HISTORY     - Date     Condition        Report By
 LW0615  HISTORY     - 1943     MONUMENTED       CGS
 LW0615  HISTORY     - 1943     GOOD             CGS
 LW0615
 LW0615                          STATION DESCRIPTION
 LW0615
 LW0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0615'THE STATION IS INSIDE THE FENCE AROUND THE MOST SE BUILDING ON
 LW0615'WARREN POINT.  IT IS 91-1/2 FT. S-SE OF THE CENTER OF A 110-FT.
 LW0615'STEEL TOWER, 3 FT. N OF THE S PART OF THE SAID FENCE, AND 5 FT. E
 LW0615'OF THE PROJECTED PLANE OF THE W WALL OF THE SAID BUILDING.  THE
 LW0615'MARK IS FLUSH AND IS STAMPED DIMON 1943.
 LW0615'
 LW0615'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION WARREN O.P. 3.
 LW0615'
 LW0615'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 LW0615
 LW0615                          STATION RECOVERY (1943)
 LW0615
 LW0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0615'AT WARREN POINT.
 LW0615'AT WARREN POINT, NEWPORT COUNTY, 91.5 FEET SOUTH-SOUTHEAST OF
 LW0615'THE CENTER OF A 11-FOOT STEEL TOWER, 3 FEET NORTH OF THE SOUTH
 LW0615'PART OF THE FENCE AROUND THE SOUTHEASTERNMOST FIRE-CONTROL
 LW0615'BUILDING ON THE POINT, 21 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 LW0615'CORNER OF THE BUILDING, 5 FEET EAST OF THE PROJECTED PLANE OF
 LW0615'THE SOUTH WALL, AND IN THE TOP OF A BOULDER FLUSH WITH THE
 LW0615'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1759 ***********************************************************************
 LW1759  DESIGNATION -  DONALD
 LW1759  PID         -  LW1759
 LW1759  STATE/COUNTY-  RI/WASHINGTON
 LW1759  USGS QUAD   -  WICKFORD (1995)
 LW1759
 LW1759                         *CURRENT SURVEY CONTROL
 LW1759  ___________________________________________________________________
 LW1759* NAD 83(1996)-  41 35 21.81239(N)    071 24 19.90774(W)     ADJUSTED  
 LW1759* NAVD 88     -         1.778  (meters)       5.83   (feet)  ADJUSTED  
 LW1759  ___________________________________________________________________
 LW1759  X           -   1,523,350.414 (meters)                     COMP
 LW1759  Y           -  -4,527,989.770 (meters)                     COMP
 LW1759  Z           -   4,211,584.269 (meters)                     COMP
 LW1759  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW1759  ELLIP HEIGHT-         -28.20  (meters)          (08/17/98) GPS OBS
 LW1759  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW1759  DYNAMIC HT  -           1.777 (meters)       5.83  (feet)  COMP
 LW1759  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 LW1759
 LW1759  HORZ ORDER  -  THIRD
 LW1759  VERT ORDER  -  SECOND    CLASS II
 LW1759  ELLP ORDER  -  FOURTH    CLASS I
 LW1759
 LW1759.This mark is at Quonset State Airport (OQU)
 LW1759
 LW1759.The horizontal coordinates were established by GPS observations
 LW1759.and adjusted by the National Geodetic Survey in August 1998..
 LW1759
 LW1759.The orthometric height was determined by differential leveling
 LW1759.and adjusted by the National Geodetic Survey in June 1991..
 LW1759
 LW1759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW1759
 LW1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1759
 LW1759.The ellipsoidal height was determined by GPS observations
 LW1759.and is referenced to NAD 83.
 LW1759
 LW1759.The geoid height was determined by GEOID03.
 LW1759
 LW1759.The dynamic height is computed by dividing the NAVD 88
 LW1759.geopotential number by the normal gravity value computed on the
 LW1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1759.degrees latitude (g = 980.6199 gals.).
 LW1759
 LW1759.The modeled gravity was interpolated from observed gravity values.
 LW1759
 LW1759;                    North         East     Units Scale Factor Converg.
 LW1759;SPC RI       -    56,207.082   107,876.984   MT  0.99999451   +0 03 45.7
 LW1759;SPC RI       -   184,406.07    353,926.41   sFT  0.99999451   +0 03 45.7
 LW1759;UTM  19      - 4,606,983.320   299,497.038   MT  1.00009475   -1 35 50.3
 LW1759
 LW1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1759!SPC RI       -   1.00000442  x   0.99999451  =   0.99999893
 LW1759!UTM  19      -   1.00000442  x   1.00009475  =   1.00009917
 LW1759
 LW1759                          SUPERSEDED SURVEY CONTROL
 LW1759
 LW1759  NAD 83(1996)-  41 35 21.81225(N)    071 24 19.90755(W) AD(       ) 3
 LW1759  NAD 83(1992)-  41 35 21.81069(N)    071 24 19.90682(W) AD(       ) 3
 LW1759  ELLIP H (01/17/96)  -28.24   (m)                       GP(       ) 4 2
 LW1759  NAD 83(1992)-  41 35 21.81077(N)    071 24 19.90697(W) AD(       ) 3
 LW1759  NAD 83(1986)-  41 35 21.80895(N)    071 24 19.90363(W) AD(       ) 3
 LW1759  NAD 27      -  41 35 21.45195(N)    071 24 21.71157(W) AD(       ) 3
 LW1759  NGVD 29 (03/22/89)    2.0    (m)            7.     (f) GPS OBS        
 LW1759
 LW1759.Superseded values are not recommended for survey control.
 LW1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1759.See file dsdata.txt to determine how the superseded data were derived.
 LW1759
 LW1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9949706983(NAD 83)
 LW1759_MARKER: DD = SURVEY DISK
 LW1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1759_SP_SET: CONCRETE POST
 LW1759_STAMPING: DONALD 1985
 LW1759_MARK LOGO: NGS   
 LW1759_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1759+STABILITY: SURFACE MOTION
 LW1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1759+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1988
 LW1759
 LW1759  HISTORY     - Date     Condition        Report By
 LW1759  HISTORY     - 1985     MONUMENTED       NGS
 LW1759  HISTORY     - 19850615 GOOD             NGS
 LW1759  HISTORY     - 19880518 GOOD             NGS
 LW1759  HISTORY     - 19930801 MARK NOT FOUND   NGS
 LW1759
 LW1759                          STATION DESCRIPTION
 LW1759
 LW1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LW1759'4.4 KM (2.75 MI) ENE FROM WICKFORD.
 LW1759'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF DAVISVILLE,
 LW1759'4.4 KM (2.75 MI) EAST-NORTHEAST OF WICKFORD AT THE SOUTH END OF RUNWAY
 LW1759'16-34. IT IS ON THE GROUNDS OF THE QUONSET STATE AIRPORT ABOUT 75
 LW1759'YARDS NORTH OF A CONCRETE SEAWALL.  OWNERSHIP--STATE OF RHODE ISLAND,
 LW1759'QUONSET STATE AIRPORT, MR ALFRED BASTIEN MANAGER, NORTH KINGSTOWN RI
 LW1759'02856. TELEPHONE 401-294-4504.  SEE ABOVE BEFORE ENTERING AIRPORT.  TO
 LW1759'REACH THE STATION FROM THE CONTROL TOWER AT QUONSET STATE AIRPORT, GO
 LW1759'SOUTHEAST ON A TAXISTRIP, CROSSING RUNWAY 5 FOR 0.6 KM (0.4 MI) TO THE
 LW1759'SOUTH END OF RUNWAY 34 AND THE STATION.  SET INTO THE TOP OF A ROUND
 LW1759'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 5.0 CM BELOW GROUND.
 LW1759'LOCATED 28 METERS (92 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 LW1759'RUNWAY NUMBER 34, 17.5 METERS (57.5 FT) EAST-NORTHEAST FROM THE CENTER
 LW1759'OF A METAL STORM DRAIN, 11.0 METERS (36.0 FT) EAST FROM THE EAST END
 LW1759'OF THE CONCRETE TAXI STRIP AND THE WEST END OF THE ASPHALT TAXI STRIP,
 LW1759'3.2 METERS (10.4 FT) SOUTHWEST FROM THE SECOND BLUE LIGHT FROM THE
 LW1759'WEST SIDE OF THE RUNWAY AND, 2.1 METERS (7.0 FT) SOUTH-SOUTHEAST FROM
 LW1759'THE SOUTH EDGE OF THE ASPHALT TAXI STRIP.  SET INTO AN IRREGULAR MASS
 LW1759'OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1759
 LW1759                          STATION RECOVERY (1985)
 LW1759
 LW1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW1759'STATION IS LOCATED IN AT THE SOUTHEAST SECTION OF THE FIELD SOUTH OF
 LW1759'RWY END 24.  IT IS ABOUT 225 FEET (68.6 M) NORTH OF A CONCRETE
 LW1759'SEAWALL, 92.0 FEET (28.0 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF
 LW1759'RWY END 34, 57.5 FEET (17.5 M) EAST NORTHEAST OF THE CENTER OF A METAL
 LW1759'STORM DRAIN, 36.0 FEET (11.0 M) EAST OF THE EAST END OF THE JUNCTURE
 LW1759'OF A CONCRETE PAD AND ASPHALT TAXIWAY, 10.4 FEET (3.2 M) SOUTHWEST OF
 LW1759'THE SECOND TAXIWAY LIGHT WEST OF THE RWY AND 7.0 FEET (2.1 M) SOUTH
 LW1759'SOUTHEAST OF THE SOUTH EDGE OF THE TAXIWAY TO THE RWY. STATION IS A
 LW1759'STANDARD NGS DISK STAMPED DONALD 1985 SET IN THE TOP OF A ROUND
 LW1759'CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
 LW1759
 LW1759                          STATION RECOVERY (1988)
 LW1759
 LW1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LW1759'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) SOUTHEAST OF DAVISVILLE,
 LW1759'4.4 KM (2.75 MI) EAST-NORTHEAST OF WICKFORD, AT QUONSET POINT, AT THE
 LW1759'QUONSET STATE AIRPORT, AT THE SOUTHWEST CORNER OF RUNWAY 16-34, AND
 LW1759'ABOUT 70 M (229.7 FT) NORTH OF THE CONCRETE SEAWALL.
 LW1759'OWNERSHIP--STATE OF RHODE ISLAND, C/O AIRPORT MANAGER ALFRED J.
 LW1759'BASTIEN JR., 240 AIRPORT STREET, NORTH KINGSTOWN RI 02852.  PHONE 401
 LW1759'294-4504.
 LW1759'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 1A, AT
 LW1759'THE NORTHWEST EDGE OF WICKFORD, GO NORTH FOR 3.5 KM (2.15 MI) ON
 LW1759'HIGHWAY 1 TO THE JUNCTION OF QUONSET ROAD ON THE RIGHT, AT A STOP
 LW1759'LIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 2.8 KM (1.75 MI) ON QUONSET
 LW1759'ROAD TO A FORK.  BEAR LEFT AND GO EAST-NORTHEAST FOR 1.0 KM (0.60 MI)
 LW1759'ON BELVER AVENUE TO A SHARP RIGHT CURVE.  TURN RIGHT AND GO
 LW1759'SOUTH-SOUTHEAST FOR 0.6 KM (0.35 MI) ON AIRPORT STREET TO A PAVED
 LW1759'DRIVE ON THE LEFT.  TURN LEFT AND GO EAST-NORTHEAST FOR 0.1 KM
 LW1759'(0.05 MI) ON THE PAVED DRIVE TO THE LOCKED GATE NUMBER ONE ON THE
 LW1759'SOUTH SIDE OF THE AIRPORT TERMINAL AND CONTROL TOWER.  PASS THROUGH
 LW1759'THE GATE AND GO EAST-NORTHEAST FOR 0.2 KM (0.10 MI) ON THE CONCRETE
 LW1759'APRON TO ITS EAST EDGE.  TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 0.2 KM
 LW1759'(0.10 MI) ON THE APRONS AND TAXIWAYS TO RUNWAY 5-23.  CONTINUE
 LW1759'STRAIGHT AHEAD AND GO SOUTH-SOUTHEAST FOR 0.5 KM (0.30 MI) CROSSING
 LW1759'OVER THE RUNWAY AND ALONG THE RAXIWAY TO THE SHARP CURVE TO THE LEFT
 LW1759'AND THE STATION ON THE RIGHT, JUST AFTER MAKING THE CURVE AND BEFORE
 LW1759'REACHING THE END OF THE RUNWAY.
 LW1759'THE STATION IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND
 LW1759'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.
 LW1759'LOCATED 28.0 M (91.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF RUNWAY
 LW1759'16-34, 17.3 M (56.8 FT) EAST-NORTHEAST FROM THE CENTER OF A METAL
 LW1759'STORM DRAIN COVER, 11.0 M (36.1 FT) EAST FROM THE EAST END OF THE
 LW1759'CONCRETE TAXIWAY AND THE WEST END OF THE ASPHALT TAXIWAY, 3.2 M
 LW1759'(10.5 FT) SOUTHWEST FROM THE SECOND BLUE TAXIWAY LIGHT FROM THE WEST
 LW1759'SIDE OF THE RUNWAY, AND 2.1 M (6.9 FT) SOUTH-SOUTHEAST FROM THE SOUTH
 LW1759'EDGE OF THE ASPHALT TAXIWAY.
 LW1759'THE UNDER GROUND MARK IS A STANDARD DISK SET INTO AN IRREGULAR MASS OF
 LW1759'CONCRETE 1.1 METERS BELOW THE GROUND.
 LW1759'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 LW1759
 LW1759                          STATION RECOVERY (1993)
 LW1759
 LW1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (ARB)
 LW1759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2900 ***********************************************************************
 LW2900  DESIGNATION -  DP EDGERTON 1940
 LW2900  PID         -  LW2900
 LW2900  STATE/COUNTY-  RI/NEWPORT
 LW2900  USGS QUAD   -  NEWPORT (1975)
 LW2900
 LW2900                         *CURRENT SURVEY CONTROL
 LW2900  ___________________________________________________________________
 LW2900* NAD 83(1996)-  41 28 19.62011(N)    071 20 22.54559(W)     ADJUSTED  
 LW2900* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW2900  ___________________________________________________________________
 LW2900  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 LW2900  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW2900
 LW2900  HORZ ORDER  -  SECOND
 LW2900
 LW2900.The horizontal coordinates were established by classical geodetic methods
 LW2900.and adjusted by the National Geodetic Survey in August 1998..
 LW2900
 LW2900.The orthometric height was scaled from a topographic map.
 LW2900
 LW2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2900
 LW2900.The geoid height was determined by GEOID03.
 LW2900
 LW2900;                    North         East     Units Scale Factor Converg.
 LW2900;SPC RI       -    43,190.152   113,398.781   MT  0.99999596   +0 06 22.4
 LW2900;SPC RI       -   141,699.69    372,042.50   sFT  0.99999596   +0 06 22.4
 LW2900;UTM  19      - 4,593,810.922   304,640.331   MT  1.00006970   -1 32 59.6
 LW2900
 LW2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2900!SPC RI       -   1.00000334  x   0.99999596  =   0.99999930
 LW2900!UTM  19      -   1.00000334  x   1.00006970  =   1.00007304
 LW2900
 LW2900                          SUPERSEDED SURVEY CONTROL
 LW2900
 LW2900  NAD 83(1996)-  41 28 19.61969(N)    071 20 22.54477(W) AD(       ) 2
 LW2900  NAD 83(1992)-  41 28 19.61852(N)    071 20 22.54496(W) AD(       ) 2
 LW2900  NAD 83(1992)-  41 28 19.61795(N)    071 20 22.54453(W) AD(       ) 2
 LW2900  NAD 83(1986)-  41 28 19.61807(N)    071 20 22.54283(W) AD(       ) 2
 LW2900  NAD 27      -  41 28 19.24900(N)    071 20 24.35100(W) AD(       ) 2
 LW2900
 LW2900.Superseded values are not recommended for survey control.
 LW2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2900.See file dsdata.txt to determine how the superseded data were derived.
 LW2900
 LW2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0464093811(NAD 83)
 LW2900_MARKER: DS = TRIANGULATION STATION DISK
 LW2900_SETTING: 0 = UNSPECIFIED SETTING
 LW2900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2900
 LW2900  HISTORY     - Date     Condition        Report By
 LW2900  HISTORY     - 1940     MONUMENTED       CGS
 LW2900  HISTORY     - 20051027 GOOD             USPSQD
 LW2900
 LW2900                          STATION DESCRIPTION
 LW2900
 LW2900'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2900'STATION IS LOCATED NEAR THE SW END OF AQUIDNECK ISLAND, ABOUT 2
 LW2900'MI. SW OF THE TOWN OF NEWPORT, ON THE GOVERNMENT RESERVATION OF
 LW2900'FORT ADAMS, ON THE CONVEX ROOF OF THE STRUCTURE BETWEEN THE TWO
 LW2900'PITS THAT COMPRISE BATTERY EDGERTON.  IT IS A STANDARD STATION
 LW2900'DISK, STAMPED DP EDGERTON 1940 AND SET IN A DRILL HOLE FLUSH WITH
 LW2900'THE SURFACE OF THE ROOF.
 LW2900'
 LW2900'IT WAS LOCATED BY TRAVERSE FROM STATION ADAMS.
 LW2900'
 LW2900'THIS IS A TRAVERSE STATION.
 LW2900
 LW2900                          STATION RECOVERY (2005)
 LW2900
 LW2900'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2900'DUE TO ITS LOCATION, THE MARK COULD NOT BE OBSERVED CLOSE ENOUGH TO
 LW2900'READ ITS INSCRIPTION. OBSERVED FROM A POSITION ABOUT 40 FEET WEST AND
 LW2900'15 FEET ABOVE, THE STATION APPEARED TO BE IN GOOD CONDITION.
 LW2900' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2898 ***********************************************************************
 LW2898  DESIGNATION -  DP GREENE 1940
 LW2898  PID         -  LW2898
 LW2898  STATE/COUNTY-  RI/NEWPORT
 LW2898  USGS QUAD   -  NEWPORT (1975)
 LW2898
 LW2898                         *CURRENT SURVEY CONTROL
 LW2898  ___________________________________________________________________
 LW2898* NAD 83(1996)-  41 28 20.12905(N)    071 20 23.85292(W)     ADJUSTED  
 LW2898* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW2898  ___________________________________________________________________
 LW2898  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 LW2898  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW2898
 LW2898  HORZ ORDER  -  SECOND
 LW2898
 LW2898.The horizontal coordinates were established by classical geodetic methods
 LW2898.and adjusted by the National Geodetic Survey in August 1998..
 LW2898
 LW2898.The orthometric height was scaled from a topographic map.
 LW2898
 LW2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2898
 LW2898.The geoid height was determined by GEOID03.
 LW2898
 LW2898;                    North         East     Units Scale Factor Converg.
 LW2898;SPC RI       -    43,205.797   113,368.418   MT  0.99999595   +0 06 21.6
 LW2898;SPC RI       -   141,751.02    371,942.88   sFT  0.99999595   +0 06 21.6
 LW2898;UTM  19      - 4,593,827.439   304,610.430   MT  1.00006984   -1 33 00.5
 LW2898
 LW2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2898!SPC RI       -   1.00000334  x   0.99999595  =   0.99999929
 LW2898!UTM  19      -   1.00000334  x   1.00006984  =   1.00007318
 LW2898
 LW2898                          SUPERSEDED SURVEY CONTROL
 LW2898
 LW2898  NAD 83(1996)-  41 28 20.12863(N)    071 20 23.85210(W) AD(       ) 2
 LW2898  NAD 83(1992)-  41 28 20.12746(N)    071 20 23.85229(W) AD(       ) 2
 LW2898  NAD 83(1992)-  41 28 20.12688(N)    071 20 23.85186(W) AD(       ) 2
 LW2898  NAD 83(1986)-  41 28 20.12703(N)    071 20 23.85021(W) AD(       ) 2
 LW2898  NAD 27      -  41 28 19.75800(N)    071 20 25.65800(W) AD(       ) 2
 LW2898
 LW2898.Superseded values are not recommended for survey control.
 LW2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2898.See file dsdata.txt to determine how the superseded data were derived.
 LW2898
 LW2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0461093827(NAD 83)
 LW2898_MARKER: DS = TRIANGULATION STATION DISK
 LW2898_SETTING: 0 = UNSPECIFIED SETTING
 LW2898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2898
 LW2898  HISTORY     - Date     Condition        Report By
 LW2898  HISTORY     - 1940     MONUMENTED       CGS
 LW2898  HISTORY     - 20051027 GOOD             USPSQD
 LW2898
 LW2898                          STATION DESCRIPTION
 LW2898
 LW2898'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2898'STATION IS LOCATED NEAR THE SW END OF AQUIDNECK ISLAND, ABOUT 2
 LW2898'MI. SW OF THE TOWN OF NEWPORT, ON THE GOVERNMENT RESERVATION OF
 LW2898'FORT ADAMS, ON THE CONVEX ROOF OF THE STRUCTURE BETWEEN THE TWO
 LW2898'PITS THAT COMPRISE BATTERY GREENE.  IT IS A STANDARD STATION DISK,
 LW2898'STAMPED DP GREENE 1940 AND SET IN A DRILL HOLE FLUSH WITH THE
 LW2898'SURFACE OF THE ROOF.
 LW2898'
 LW2898'IT WAS LOCATED BY TRAVERSE FROM STATION ADAMS.
 LW2898'
 LW2898'THIS IS A TRAVERSE STATION.
 LW2898
 LW2898                          STATION RECOVERY (2005)
 LW2898
 LW2898'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2898'DUE TO ITS LOCATION, THE MARK COULD NOT BE OBSERVED CLOSE ENOUGH TO
 LW2898'READ ITS INSCRIPTION. OBSERVED FROM A POSITION ABOUT 40 FEET WEST AND
 LW2898'20 FEET ABOVE, THE STATION APPEARED TO BE IN GOOD CONDITION.
 LW2898' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2384 ***********************************************************************
 LW2384  DESIGNATION -  DRAPER
 LW2384  PID         -  LW2384
 LW2384  STATE/COUNTY-  RI/NEWPORT
 LW2384  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2384
 LW2384                         *CURRENT SURVEY CONTROL
 LW2384  ___________________________________________________________________
 LW2384* NAD 83(1996)-  41 32 25.21830(N)    071 15 59.01301(W)     ADJUSTED  
 LW2384* NAVD 88     -        78.2    (meters)     257.     (feet)  VERTCON   
 LW2384  ___________________________________________________________________
 LW2384  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LW2384  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2384
 LW2384  HORZ ORDER  -  FIRST
 LW2384
 LW2384.The horizontal coordinates were established by classical geodetic methods
 LW2384.and adjusted by the National Geodetic Survey in August 1998..
 LW2384
 LW2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2384
 LW2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2384
 LW2384.The geoid height was determined by GEOID03.
 LW2384
 LW2384;                    North         East     Units Scale Factor Converg.
 LW2384;SPC RI       -    50,780.993   119,493.107   MT  0.99999842   +0 09 17.7
 LW2384;SPC RI       -   166,603.97    392,036.97   sFT  0.99999842   +0 09 17.7
 LW2384;UTM  19      - 4,601,222.768   310,951.998   MT  1.00003983   -1 30 12.2
 LW2384
 LW2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2384!SPC RI       -   0.99999241  x   0.99999842  =   0.99999083
 LW2384!UTM  19      -   0.99999241  x   1.00003983  =   1.00003224
 LW2384
 LW2384:                Primary Azimuth Mark                     Grid Az
 LW2384:SPC RI       -  PORTSMOUTH CHECKERED STANDPIPE           011 42 24.3
 LW2384:UTM  19      -  PORTSMOUTH CHECKERED STANDPIPE           013 21 54.2
 LW2384
 LW2384|---------------------------------------------------------------------|
 LW2384| PID    Reference Object                     Distance      Geod. Az  |
 LW2384|                                                           dddmmss.s |
 LW2384| LW2416 PORTSMOUTH CHECKERED STANDPIPE      APPROX. 5.0 KM 0115142.0 |
 LW2384| LW2182 TIVERTON TV STATION WTEV MAST       APPROX. 9.0 KM 0454033.6 |
 LW2384| CB7665 DRAPER RM 1                          54.772 METERS 05527     |
 LW2384| LW2163 LITTLE COMPTON CONG CH SPIRE        APPROX. 8.7 KM 1132804.7 |
 LW2384| LW2860 NEWPORT ST GEORGES TOWER            APPROX. 5.5 KM 1854948.0 |
 LW2384| LW2859 NEWPORT ST GEORGES NW SPIRE         APPROX. 5.5 KM 1855300.1 |
 LW2384| LW2838 NEWPORT ST GEORGES SPIRE            APPROX. 5.5 KM 1870935.2 |
 LW2384| LW2837 NEWPORT WATER WORKS TANK            APPROX. 4.9 KM 1883914.4 |
 LW2384| LW2842 NEWPORT RAD STA WADK E MAST         APPROX. 5.0 KM 1894134.8 |
 LW2384| LW2840 NEWPORT CHANNING MEMORIAL CH        APPROX. 7.1 KM 2105738.0 |
 LW2384| LW2855 NEWPORT ST MARYS CHURCH SPIRE       APPROX. 7.3 KM 2115018.3 |
 LW2384| LW2854 NEWPORT TRINITY CH SPIRE            APPROX. 7.1 KM 2133913.6 |
 LW2384| LW2437 NEWPORT JESUS SAVIOUR CATH CH       APPROX. 5.1 KM 2164806.2 |
 LW2384| CB7666 DRAPER RM 2 AZIMUTH                 300.000 METERS 22136     |
 LW2384| LW2982 BEAVERTAIL LIGHTHOUSE               APPROX.15.0 KM 2274514.1 |
 LW2384| LW2439 MEMO 1932                           APPROX. 4.9 KM 2281201.1 |
 LW2384| LW2849 ROSE ISLAND TANK                    APPROX. 7.9 KM 2310538.0 |
 LW2384| LW2379 GOULD ISLAND TANK                   APPROX. 6.6 KM 2633916.0 |
 LW2384| CB7667 DRAPER RM 3                          47.054 METERS 29908     |
 LW2384| CB7668 DRAPER RM 4                          84.902 METERS 31844     |
 LW2384| LW0254 RESERVOIR                           APPROX. 3.0 KM 3283847.5 |
 LW2384| LW2428 MELVILLE RAYTHEON MFG CO TANK       APPROX. 4.0 KM 3415320.8 |
 LW2384| LW2383 S PORTSMOUTH NEWPORT STANDPIPE       59.617 METERS 34756     |
 LW2384| LW2422 PORTSMOUTH MELVILLE NAVY TANK       APPROX. 4.6 KM 3560544.9 |
 LW2384|---------------------------------------------------------------------|
 LW2384
 LW2384                          SUPERSEDED SURVEY CONTROL
 LW2384
 LW2384  NAD 83(1996)-  41 32 25.21801(N)    071 15 59.01256(W) AD(       ) 1
 LW2384  NAD 83(1992)-  41 32 25.21663(N)    071 15 59.01230(W) AD(       ) 1
 LW2384  NAD 83(1992)-  41 32 25.21619(N)    071 15 59.01191(W) AD(       ) 1
 LW2384  NAD 83(1986)-  41 32 25.21653(N)    071 15 59.01002(W) AD(       ) 1
 LW2384  NAD 27      -  41 32 24.84768(N)    071 16 00.83172(W) AD(       ) 1
 LW2384  NGVD 29 (07/19/86)   78.5    (m)          258.     (f) VERT ANG       
 LW2384
 LW2384.Superseded values are not recommended for survey control.
 LW2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2384.See file dsdata.txt to determine how the superseded data were derived.
 LW2384
 LW2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1095201223(NAD 83)
 LW2384_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2384_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2384+STABILITY: SURFACE MOTION
 LW2384
 LW2384  HISTORY     - Date     Condition        Report By
 LW2384  HISTORY     - 1932     MONUMENTED       CGS
 LW2384  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2384  HISTORY     - 1940     SEE DESCRIPTION  CGS
 LW2384  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2384  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2384
 LW2384                          STATION DESCRIPTION
 LW2384
 LW2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW2384'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LW2384'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LW2384'
 LW2384'TO REACH FROM JUNCTION OF HIGHWAYS 114 AND 138, N OF NEWPORT,
 LW2384'GO 2.7 MILES ON HIGHWAY 138 TO BRAMAN LANE, THE FIRST ROAD N
 LW2384'OF THE MIDDLETOWN-PORTSMOUTH TOWNSHIP LINE MARK (POST) AND
 LW2384'TURN LEFT OFF HIGHWAY ON FIRST DIRT ROAD JUST BEYOND BRAMAN
 LW2384'LANE 0.1 MILE TO STATION SITE.  IT IS IN PASTURE FIELD, 10
 LW2384'PACES N OF STONE WALL, MIDWAY OF TWO HOUSES ON THE S SIDE OF
 LW2384'THE ROAD AND 40 PACES W OF LAST TELEPHONE POLE, ON LAND OF
 LW2384'MR. DRAPER WHO GAVE CONSENT.  FROM STATION QUAKER 3, GO S ON
 LW2384'HIGHWAY 138 TO DIRT ROAD.  SUPPLIES AT FALL RIVER OR
 LW2384'NEWPORT.  90-FOOT SIGNAL USED FOR OBSERVATIONS.
 LW2384
 LW2384                          STATION RECOVERY (1934)
 LW2384
 LW2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2384'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE,
 LW2384'EXCEPT THAT THE STATION IS 50 PACES E OF THE LAST TELEPHONE POLE,
 LW2384'ON LAND OF MR. DRAPER, WHO GAVE HIS CONSENT.  FROM QUAKER HILL,
 LW2384'THE STATION IS DIRECTLY E.
 LW2384
 LW2384                          STATION RECOVERY (1940)
 LW2384
 LW2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2384'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 LW2384'CONDITION.  REFERENCE MARK NO. 2, THE AZIMUTH MARK, IS NOW BEHIND
 LW2384'A CHICKEN HOUSE AND A 10-FOOT TARGET IS NEEDED OVER THE MARK TO
 LW2384'BE SEEN FROM THE STATION.  SLIGHT CHANGES WERE FOUND IN DISTANCES
 LW2384'AND DIRECTIONS TO REFERENCE MARKS NO. 1 AND NO. 2.  THE NEW
 LW2384'DESCRIPTION FOLLOWS.
 LW2384'
 LW2384'THE STATION IS ON SLATE HILL, WHICH IS ABOUT 4-1/2 MILES
 LW2384'NORTHEAST OF NEWPORT.  IT IS ABOUT 175 YARDS WEST-NORTHWEST OF
 LW2384'STATE HIGHWAY NO. 138, IN A POTATO FIELD OWNED AND OCCUPIED
 LW2384'BY MR. DRAPER, WHOSE HOUSE IS A TWO-STORY WHITE BUILDING FACING
 LW2384'THE HIGHWAY.  IT IS ABOUT 50 FEET EAST OF A LANE, 37 FEET EAST OF
 LW2384'A STONE FENCE, AND 40 FEET EAST OF A POWER LINE POLE NO. J O NEC
 LW2384'763E.  THE DISK, NOTES 1A AND 7A, IS FLUSH WITH THE SURFACE
 LW2384'OF THE GROUND AND IS STAMPED DRAPER 1932.
 LW2384'
 LW2384'TO REACH THE STATION FROM 2 MILE CORNER, WHICH IS THE JUNCTION
 LW2384'OF STATE HIGHWAYS NO. 114 AND 138, DRIVE NORTHEAST ON HIGHWAY
 LW2384'138 FOR 2.5 MILES TO A SUNOCO FILLING STATION ON THE RIGHT, THEN
 LW2384'TURN LEFT INTO A DIRT LANE AND DRIVE 0.1 MILE TO THE STATION,
 LW2384'WHICH IS ABOUT 50 FEET EAST OF THIS LANE.
 LW2384'
 LW2384'REFERENCE MARK NO. 1 IS 179.68 FEET, (54.768 METERS), EAST OF
 LW2384'THE STATION AND 2 FEET WEST OF THE STONE FENCE ON THE EAST SIDE
 LW2384'OF THE POTATO FIELD.  THE DISK, NOTE 11A, PROJECTS ABOUT 4
 LW2384'INCHES ABOVE THE GROUND AND IS STAMPED DRAPER NO. 1 1932.
 LW2384'
 LW2384'REFERENCE MARK NO. 3 IS 154.53 FEET (47.100 METERS) NORTH-NORTHWEST
 LW2384'OF THE STATION, AND 2 FEET EAST OF THE STONE FENCE ON
 LW2384'THE WEST SIDE OF THE POTATO FIELD.  THE DISK, NOTE 11A, PROJECTS
 LW2384'ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED DRAPER NO 3 1932.
 LW2384'
 LW2384'REFERENCE MARK NO. 2, AZIMUTH MARK, IS ABOUT 300 METERS WEST
 LW2384'OF THE STATION ON THE EAST SIDE OF THE THIRD STONE FENCE WEST OF
 LW2384'THE STATION.  IT IS JUST WEST OF A SMALL CHICKEN HOUSE AND
 LW2384'WAS NOT OBSERVED UPON IN 1940.
 LW2384'
 LW2384'THE TALL STONE TOWER ABOUT 3.0 MILES SOUTHWEST OF THE STATION
 LW2384'IS VISIBLE FROM THE GROUND AND THE FINIAL WAS OBSERVED UPON
 LW2384'FOR AN AZIMUTH MARK.  THIS IS THE MIANTONOMI MEMORIAL TOWER IN
 LW2384'THE PARK ON TONOMY HILL NEAR THE NAVAL TRAINING STATION IN THE
 LW2384'NORTH END OF THE CITY OF NEWPORT.
 LW2384'
 LW2384'A 64-FOOT TOWER WILL SEE A 4-FOOT STAND AT SAKONNET, AND
 LW2384'37-FOOT TOWERS AT ADAMS AND MC SPARRAN 3.
 LW2384
 LW2384                          STATION RECOVERY (1954)
 LW2384
 LW2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2384'STATION AND REFERENCE MARKS 1, 2 AND 3 RECOVERED IN GOOD
 LW2384'CONDITION.  THE 1940 RECOVERY NOTE BY P.L.B. IS ADEQUATE EXCEPT
 LW2384'FOR THE FOLLOWING--
 LW2384'
 LW2384'THE STATION MARK IS 1 FT. UNDER THE SURFACE.  REFERENCE MARK 1
 LW2384'IS 29.5 FT. NW OF A 12-IN. MAPLE TREE.  REFERENCE MARK 3 IS 16.0
 LW2384'FT. NW OF POWER POLE NO. NEC 763 F.
 LW2384'
 LW2384'THE FIELD, WHERE THE STATION IS LOCATED, IS NOW A PASTURE,
 LW2384'NOT A POTATO FIELD.  THE OWNER IS NOT MR. DRAPER, BUT R. DUMPHY.
 LW2384
 LW2384                          STATION RECOVERY (1968)
 LW2384
 LW2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2384'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 LW2384'MARK 2 (AZ MK) IS NO LONGER VISIBLE FROM THE GROUND.  REFERENCE
 LW2384'MARK 4 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE MEASURED TO
 LW2384'REFERENCE MARK 1 CHECKED THE 1940 RECOVERY NOTE.  A SHORTER
 LW2384'MEASUREMENT WAS MEASURED TO REFERENCE MARK 3.  THE DIRECTION
 LW2384'BETWEEN REFERENCE MARK 2 AND 3 CHECKED WITH THE ORIGINAL
 LW2384'DESCRIPTION.  THE DIRECTION BETWEEN REFERENCE MARKS 1 AND 2
 LW2384'AND REFERENCE MARKS 1 AND 3 DID NOT CHECK.  A SECOND SET OF
 LW2384'OBSERVATIONS WERE TAKEN AND THE RESULTS MEANED.  DUE TO
 LW2384'CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW2384'
 LW2384'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF NEWPORT,
 LW2384'4 MILES SOUTH OF PORTSMOUTH, 1/2 MILES SOUTHWEST OF THE SMALL
 LW2384'VILLAGE OF SOUTH PORTSMOUTH, 0.1 MILE WEST OF STATE HIGHWAY
 LW2384'138, ON THE PROPERTY OWNED BY MR. RANHAEL J. DUMPHY AND JUST
 LW2384'SOUTHEAST OF STANDPIPE.
 LW2384'
 LW2384'TO REACH THE STATION FROM THE CENTER OF BUSINESS SECTION IN
 LW2384'PORTSMOUTH (WHICH IS ABOUT 8 MILES NORTHEAST OF NEWPORT), GO
 LW2384'SOUTH ON STATE ROUTE 138 FOR 3.1 MILES TO THE STATE POLICE STATION
 LW2384'ON RIGHT.  CONTINUE SOUTHERLY ON STATE ROUTE 138 FOR 0.45 MILE TO
 LW2384'FLYING A SERVICE STATION ON THE LEFT AND A SURFACE DRIVE ON
 LW2384'RIGHT.  (FROM HERE TO REACH RM 2 (AZIMUTH MARK), CONTINUE
 LW2384'SOUTHERLY ON STATE ROUTE 138 FOR 0.1 MILE TO SECOND DRIVEWAY ON
 LW2384'RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.1 MILE TO A GATE.  FROM
 LW2384'HERE PACK IN A WEST-NORTHWESTERLY DIRECTION FOR 0.1 MILE ALONG
 LW2384'SOUTH SIDE OF ROCK FENCE TO ANOTHER GATE AND MARK ON NORTH SIDE
 LW2384'OF ROCK FENCE AS DESCRIBED.) TURN RIGHT AND FOLLOW PRIVATE
 LW2384'DRIVE WEST-NORTHWESTERLY FOR 0.1 MILE TO END OF SURFACED ROAD,
 LW2384'GATE ON RIGHT AND STATION AS DESCRIBED.
 LW2384'
 LW2384'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 LW2384'
 LW2384'STATION MARK, STAMPED DRAPER 1932 1940, IS SET 12 INCHES
 LW2384'BELOW THE SURFACE OF THE GROUND.  IT IS 192.5 FEET SOUTH-SOUTHEAST
 LW2384'OF A 12 INCH PIPE THAT RUNS DOWN SIDE OF CHECKERED STANDPIPE,
 LW2384'174.7 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF STANDPIPE, 107.5
 LW2384'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE R. NEY AND SONS
 LW2384'SIGNS COMPANY BUILDING, 77 FEET EAST OF FENCE, 71.2 FEET EAST OF
 LW2384'EAST GATE POST OF GRAY PAINTED WOODEN GATE, 40 FEET NORTHEAST OF
 LW2384'UTILITY POLE AND 30 FEET NORTH-NORTHEAST OF WITNESS POST AND
 LW2384'FENCE.  (NOTE 1A 7A)
 LW2384'
 LW2384'RM 1, STAMPED DRAPER 1932 NO 1, PROJECTS ABOUT 6 INCHES.  IT IS
 LW2384'181.5 FEET EAST OF THE EAST SIDE OF CHECKERED STANDPIPE,
 LW2384'3 FEET SOUTH OF A ROCK FENCE AND 1.5 FEET NORTHWEST OF THE METAL
 LW2384'WITNESS POST.  (NOTE 11A)
 LW2384'
 LW2384'RM 3, STAMPED DRAPER 1932 NO 3, PROJECTS ABOUT 7 INCHES.  IT
 LW2384'IS 37 FEET SOUTHWEST OF A UTILITY POLE, 119.5 FEET SOUTH-SOUTHWEST
 LW2384'OF THE SOUTH SIDE OF CHECKERED STANDPIPE, 2 FEET NORTH OF THE ROCK
 LW2384'FENCE AND 1.2 FEET NORTHWEST OF A METAL WITNESS POST.  (NOTE 11A)
 LW2384'
 LW2384'RM 4, STAMPED DRAPER 1932 NO 4 1968, IS SET FLUSH WITH THE
 LW2384'SURFACE OF THE GROUND.  IT IS 115 FEET SOUTHWEST OF THE
 LW2384'SOUTHWEST SIDE OF STANDPIPE, 63 FEET NORTH OF THE ROCK FENCE,
 LW2384'10 FEET EAST OF A ROCK FENCE AND 1.2 FEET NORTH OF A METAL
 LW2384'WITNESS POST.  (NOTE 11B)
 LW2384'
 LW2384'RM 2 (AZ MK), STAMPED DRAPER 1932 NO 2, PROJECTS ABOUT 9
 LW2384'INCHES.  IT IS 21 FEET EAST-NORTHEAST OF A WHITE PAINTED GATE, 10
 LW2384'FEET NORTH OF A DIM FIELD ROAD, 2 FEET NORTHEAST OF THE ROCK
 LW2384'FENCE AND 2 FEET EAST OF A METAL WITNESS POST.  (NOTE 11A)
 LW2384'
 LW2384'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 LW2384'
 LW2384'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2384'4-1/2 MILES NORTHEAST OF NEWPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2867 ***********************************************************************
 LW2867  DESIGNATION -  DUMPLIN 2 1869
 LW2867  PID         -  LW2867
 LW2867  STATE/COUNTY-  RI/NEWPORT
 LW2867  USGS QUAD   -  NEWPORT (1975)
 LW2867
 LW2867                         *CURRENT SURVEY CONTROL
 LW2867  ___________________________________________________________________
 LW2867* NAD 83(1996)-  41 28 45.51489(N)    071 22 06.14936(W)     ADJUSTED  
 LW2867* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LW2867  ___________________________________________________________________
 LW2867  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LW2867  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2867
 LW2867  HORZ ORDER  -  SECOND
 LW2867
 LW2867.The horizontal coordinates were established by classical geodetic methods
 LW2867.and adjusted by the National Geodetic Survey in August 1998..
 LW2867
 LW2867.The orthometric height was scaled from a topographic map.
 LW2867
 LW2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2867
 LW2867.The geoid height was determined by GEOID03.
 LW2867
 LW2867;                    North         East     Units Scale Factor Converg.
 LW2867;SPC RI       -    43,984.966   110,993.628   MT  0.99999524   +0 05 13.9
 LW2867;SPC RI       -   144,307.34    364,151.59   sFT  0.99999524   +0 05 13.9
 LW2867;UTM  19      - 4,594,674.990   302,258.965   MT  1.00008122   -1 34 09.1
 LW2867
 LW2867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2867!SPC RI       -   1.00000005  x   0.99999524  =   0.99999529
 LW2867!UTM  19      -   1.00000005  x   1.00008122  =   1.00008127
 LW2867
 LW2867:                Primary Azimuth Mark                     Grid Az
 LW2867:SPC RI       -  NEWPORT NAV TRAINING STA CHIM            043 27 44.7
 LW2867:UTM  19      -  NEWPORT NAV TRAINING STA CHIM            045 07 07.7
 LW2867
 LW2867|---------------------------------------------------------------------|
 LW2867| PID    Reference Object                     Distance      Geod. Az  |
 LW2867|                                                           dddmmss.s |
 LW2867| LW2444 NEWPORT NAV TRAINING STA CHIM       APPROX. 4.7 KM 0433258.6 |
 LW2867| LW2445 NEWPORT NAVAL COLL CUPOLA           APPROX. 4.5 KM 0460322.9 |
 LW2867| LW2446 NAVAL COLLEGE DOME                  APPROX. 4.6 KM 0470142.2 |
 LW2867| LW2454 GULL ROCKS LIGHTHOUSE               APPROX. 3.9 KM 0484340.7 |
 LW2867| LW2448 GULL ROCKS BEACON                   APPROX. 3.9 KM 0485301.6 |
 LW2867| LW2430 COASTERS HARBOR IS LT ON ROCK       APPROX. 4.4 KM 0535917.3 |
 LW2867| LW2878 GOAT ISLAND LIGHTHOUSE              APPROX. 3.8 KM 0654346.3 |
 LW2867| LW2852 NORTH WIRELESS MAST                 APPROX. 3.5 KM 0731840.0 |
 LW2867| LW2853 SOUTH WIRELESS MAST                 APPROX. 3.5 KM 0755403.0 |
 LW2867| LW2874 GOAT ISLAND SHOAL LIGHTHOUSE        APPROX. 3.5 KM 0832514.1 |
 LW2867| LW2882 FORT ADAMS LIGHTHOUSE               APPROX. 2.6 KM 0840729.6 |
 LW2867| LW2880 BULL POINT CUPOLA                   APPROX. 1.1 KM 0854837.9 |
 LW2867| LW2857 NEWPORT WATERFRONT TALL STACK       APPROX. 4.4 KM 0875155.8 |
 LW2867| LW2858 NEWPORT POWER STATION CHIMNEY       APPROX. 4.4 KM 0875216.3 |
 LW2867| LW2879 FORT ADAMS FLAGSTAFF                APPROX. 2.5 KM 0895137.4 |
 LW2867| LW2841 NEWPORT BELMONTS HOUSE CUPOLA       APPROX. 5.5 KM 1073007.2 |
 LW2867| LW2839 NEWPORT LIPPETS HOUSE TOWER         APPROX. 5.7 KM 1224524.2 |
 LW2867| LW2845 NEWPORT DAVIS HOUSE CUPOLA          APPROX. 3.4 KM 1603441.9 |
 LW2867| LW2982 BEAVERTAIL LIGHTHOUSE               APPROX. 4.2 KM 2175718.2 |
 LW2867| LW2993 HAZARDS CASTLE                      APPROX.10.3 KM 2261856.2 |
 LW2867| LW2951 WHALE ROCK LIGHTHOUSE               APPROX. 6.0 KM 2300240.4 |
 LW2867| LW2995 CUPOLA                              APPROX. 0.7 KM 2330726.9 |
 LW2867| LW3008 DUTCH ISLAND LIGHTHOUSE             APPROX. 3.6 KM 3024705.3 |
 LW2867| LW2519 HULL                                APPROX. 6.5 KM 3541006.9 |
 LW2867|---------------------------------------------------------------------|
 LW2867
 LW2867                          SUPERSEDED SURVEY CONTROL
 LW2867
 LW2867  NAD 83(1996)-  41 28 45.51440(N)    071 22 06.14856(W) AD(       ) 2
 LW2867  NAD 83(1992)-  41 28 45.51334(N)    071 22 06.14871(W) AD(       ) 2
 LW2867  NAD 83(1992)-  41 28 45.51271(N)    071 22 06.14834(W) AD(       ) 2
 LW2867  NAD 83(1986)-  41 28 45.51255(N)    071 22 06.14666(W) AD(       ) 2
 LW2867  NAD 27      -  41 28 45.14600(N)    071 22 07.94300(W) AD(       ) 2
 LW2867
 LW2867.Superseded values are not recommended for survey control.
 LW2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2867.See file dsdata.txt to determine how the superseded data were derived.
 LW2867
 LW2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0225994675(NAD 83)
 LW2867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2867+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2005
 LW2867
 LW2867  HISTORY     - Date     Condition        Report By
 LW2867  HISTORY     - 1869     MONUMENTED       COASUR
 LW2867  HISTORY     - 1903     GOOD             USE
 LW2867  HISTORY     - 1912     GOOD             CGS
 LW2867  HISTORY     - 1954     GOOD             CGS
 LW2867  HISTORY     - 19941013 GOOD             USPSQD
 LW2867  HISTORY     - 20051108 GOOD             USPSQD
 LW2867
 LW2867                          STATION DESCRIPTION
 LW2867
 LW2867'DESCRIBED BY US ENGINEERS 1903
 LW2867'IN 1903 THE U.S. ENGINEERS PLACED A GRANITE POST, WITH DRILLED
 LW2867'HOLES IN ITS TOP, FOR THE SURFACE MARK.
 LW2867
 LW2867                          STATION RECOVERY (1912)
 LW2867
 LW2867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1912
 LW2867'STATION IS ON DUMPLIN HILL, ON THE S COAST OF CONANICUT ISLAND
 LW2867'(NARRAGANSETT BAY) ABOUT 1/2 MILE E OF MACKEREL COVE AND 125
 LW2867'METERS FROM SHORE.  THE STATION WAS MARKED BY A BURIED CONE AND
 LW2867'FOR SURFACE MARKS 3 DRILLED HOLES, IN ADJACENT ROCKS, LOCATED,
 LW2867'RESPECTIVELY, 3.20 METERS (10.5 FEET) S, 3.25 METERS (10.67 FEET)
 LW2867'E AND 2.50 METERS (8.21 FEET) W FROM THE CENTER. THE SURFACE MARK
 LW2867'NOW PROJECTS 1/2 INCH ABOVE THE CONCRETE FLOOR OF A RANGE FINDER
 LW2867'BUILDING SINCE ERECTED FOR THE USE OF THE ARMY.
 LW2867
 LW2867                          STATION RECOVERY (1954)
 LW2867
 LW2867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2867'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 LW2867'AND COMPLETE.
 LW2867
 LW2867                          STATION RECOVERY (1994)
 LW2867
 LW2867'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2867'RECOVERED IN GOOD CONDITION.
 LW2867
 LW2867                          STATION RECOVERY (2005)
 LW2867
 LW2867'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2867'THE RANGE FINDER BUILDING IS GONE, ONLY THE CONCRETE FLOOR REMAINS.
 LW2867'THE ADJACENT ROCKS WITH HOLES WERE NOT FOUND.
 LW2867'COORDINATES BY GPS ARE 41 28 45.5 N  071 22 06.2 W
 LW2867' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3517 ***********************************************************************
 LW3517  DESIGNATION -  DURFEE
 LW3517  PID         -  LW3517
 LW3517  STATE/COUNTY-  RI/PROVIDENCE
 LW3517  USGS QUAD   -  CHEPACHET (1975)
 LW3517
 LW3517                         *CURRENT SURVEY CONTROL
 LW3517  ___________________________________________________________________
 LW3517* NAD 83(1996)-  41 53 28.40878(N)    071 44 37.00563(W)     ADJUSTED  
 LW3517* NAVD 88     -       245.5    (meters)     805.     (feet)  VERTCON   
 LW3517  ___________________________________________________________________
 LW3517  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 LW3517  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW3517
 LW3517  HORZ ORDER  -  FIRST
 LW3517
 LW3517.The horizontal coordinates were established by classical geodetic methods
 LW3517.and adjusted by the National Geodetic Survey in August 1998..
 LW3517
 LW3517.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3517
 LW3517.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3517
 LW3517.The geoid height was determined by GEOID03.
 LW3517
 LW3517;                    North         East     Units Scale Factor Converg.
 LW3517;SPC RI       -    89,755.248    79,782.287   MT  0.99999878   -0 09 45.6
 LW3517;SPC RI       -   294,472.01    261,752.39   sFT  0.99999878   -0 09 45.6
 LW3517;SPC CT       -   270,377.254   388,320.744   MT  1.00000258   +0 40 02.3
 LW3517;SPC CT       -   887,062.71  1,274,015.64   sFT  1.00000258   +0 40 02.3
 LW3517;UTM  19      - 4,641,339.477   272,384.393   MT  1.00023757   -1 49 57.9
 LW3517
 LW3517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3517!SPC RI       -   0.99996615  x   0.99999878  =   0.99996493
 LW3517!SPC CT       -   0.99996615  x   1.00000258  =   0.99996873
 LW3517!UTM  19      -   0.99996615  x   1.00023757  =   1.00020371
 LW3517
 LW3517|---------------------------------------------------------------------|
 LW3517| PID    Reference Object                     Distance      Geod. Az  |
 LW3517|                                                           dddmmss.s |
 LW3517| CB7671 DURFEE RM 3                          80.162 METERS 00032     |
 LW3517| LW3510 PASCOAG FIRE DIST STANDPIPE         APPROX. 7.6 KM 0234955.8 |
 LW3517| CB7669 DURFEE RM 1                          24.547 METERS 05649     |
 LW3517| LW3505 CHOPMIST HILL FIRE TOWER            APPROX. 8.3 KM 1320905.4 |
 LW3517| CB7670 DURFEE RM 2                          22.232 METERS 15330     |
 LW3517| LW3663 N FOSTER RAD STA WXCN FM MAST       APPROX. 5.3 KM 2135817.0 |
 LW3517| LW3516 HOPKINS                             APPROX. 4.7 KM 3591616.6 |
 LW3517|---------------------------------------------------------------------|
 LW3517
 LW3517                          SUPERSEDED SURVEY CONTROL
 LW3517
 LW3517  NAD 83(1996)-  41 53 28.40845(N)    071 44 37.00544(W) AD(       ) 1
 LW3517  NAD 83(1992)-  41 53 28.40780(N)    071 44 37.00479(W) AD(       ) 1
 LW3517  NAD 83(1992)-  41 53 28.40773(N)    071 44 37.00496(W) AD(       ) 1
 LW3517  NAD 83(1986)-  41 53 28.40828(N)    071 44 37.00402(W) AD(       ) 1
 LW3517  NAD 27      -  41 53 28.05178(N)    071 44 38.75575(W) AD(       ) 1
 LW3517  NGVD 29 (07/19/86)  245.7    (m)          806.     (f) VERT ANG       
 LW3517
 LW3517.Superseded values are not recommended for survey control.
 LW3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3517.See file dsdata.txt to determine how the superseded data were derived.
 LW3517
 LW3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7238441339(NAD 83)
 LW3517_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3517+STABILITY: SURFACE MOTION
 LW3517
 LW3517  HISTORY     - Date     Condition        Report By
 LW3517  HISTORY     - 1968     MONUMENTED       CGS
 LW3517
 LW3517                          STATION DESCRIPTION
 LW3517
 LW3517'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3517'STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF PASCOAG, 4
 LW3517'MILES WEST-SOUTHWEST OF CHEPACHET, 2-3/4 MILES EAST OF THE
 LW3517'CONNECTICUT-RHODE ISLAND STATE LINE, ON TOP OF DURFEE HILL AND
 LW3517'ON PROPERTY OWNED BY MISS ELIZABETH ANN CORRIGAN, 41 STADIUM
 LW3517'ROAD, PROVIDENCE.
 LW3517'
 LW3517'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100,
 LW3517'102 AND U.S. HIGHWAY 44 IN CHEPACHET, GO WEST ON U.S. HIGHWAY
 LW3517'44 FOR 4.2 MILES TO A SIDE ROAD ON LEFT (DURFEE HILL ROAD).  TURN
 LW3517'LEFT AND GO SOUTH ON DURFEE HILL ROAD FOR 2.2 MILES TO TOP OF THE
 LW3517'GRADE WHERE A POWER LINE CROSSES OVER THE ROAD, A LARGE TRIANGLE
 LW3517'BLAZED OAK TREE AND STATION ON RIGHT AS DESCRIBED.
 LW3517'
 LW3517'STATION MARK, STAMPED DURFEE 1968, IS SET IN A CONCRETE POST
 LW3517'WHICH PROJECTS ABOUT 6 INCHES.  IT IS 131 FEET SOUTH-SOUTHWEST
 LW3517'OF POWER LINE POLE NUMBER 34, 30 FEET SOUTH-SOUTHWEST OF A
 LW3517'14-INCH TRIANGLE BLAZED OAK TREE, 29 FEET WEST OF CENTER OF
 LW3517'GRAVELED ROAD AND 4 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 LW3517'
 LW3517'RM 1, STAMPED DURFEE NO 1 1968, IS CEMENTED IN A DRILL HOLE IN
 LW3517'A BOULDER WHICH PROJECTS 1 FOOT AND IS 4 BY 5 FOOT IN SIZE.  IT
 LW3517'IS 47.5 FEET EAST OF CENTER OF GRAVELED ROAD AND 4 FEET SOUTHEAST
 LW3517'OF A METAL WITNESS POST.
 LW3517'
 LW3517'RM 2, STAMPED DURFEE NO 2 1968, IS CEMENTED IN A DRILL HOLE IN
 LW3517'A BOULDER WHICH PROJECTS 4 INCHES AND IS 1 BY 1-1/2 FOOT IN
 LW3517'SIZE.  IT IS 101 FEET SOUTH OF A 14-INCH TRIANGLE BLAZED OAK
 LW3517'TREE, 23 FEET WEST OF CENTER OF GRAVELED ROAD AND 2.2 FEET
 LW3517'NORTHWEST OF A METAL WITNESS POST.
 LW3517'
 LW3517'RM 3, STAMPED DURFEE NO 3 1968, IS CEMENTED IN A DRILL HOLE IN
 LW3517'A BEDROCK FORMATION WHICH PROJECTS ABOUT 2 FEET AND IS 3 BY 4
 LW3517'FOOT IN SIZE.  IT IS 13 FEET EAST OF CENTER OF GRAVELED ROAD
 LW3517'AND 3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 LW3517'
 LW3517'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2475 ***********************************************************************
 LW2475  DESIGNATION -  DUTCH ISLAND FLAG
 LW2475  PID         -  LW2475
 LW2475  STATE/COUNTY-  RI/NEWPORT
 LW2475  USGS QUAD   -  WICKFORD (1995)
 LW2475
 LW2475                         *CURRENT SURVEY CONTROL
 LW2475  ___________________________________________________________________
 LW2475* NAD 83(1996)-  41 30 13.19044(N)    071 23 58.20534(W)     ADJUSTED  
 LW2475* NAVD 88     -                                                        
 LW2475  ___________________________________________________________________
 LW2475  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 LW2475  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2475
 LW2475  HORZ ORDER  -  THIRD
 LW2475
 LW2475.The horizontal coordinates were established by classical geodetic methods
 LW2475.and adjusted by the National Geodetic Survey in August 1998..
 LW2475
 LW2475
 LW2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2475
 LW2475.The geoid height was determined by GEOID03.
 LW2475
 LW2475;                    North         East     Units Scale Factor Converg.
 LW2475;SPC RI       -    46,686.336   108,390.716   MT  0.99999462   +0 03 59.7
 LW2475;SPC RI       -   153,170.09    355,611.87   sFT  0.99999462   +0 03 59.7
 LW2475;UTM  19      - 4,597,450.743   299,735.011   MT  1.00009358   -1 35 26.2
 LW2475
 LW2475                          SUPERSEDED SURVEY CONTROL
 LW2475
 LW2475  NAD 83(1996)-  41 30 13.18988(N)    071 23 58.20463(W) AD(       ) 4
 LW2475  NAD 83(1992)-  41 30 13.18890(N)    071 23 58.20462(W) AD(       ) 4
 LW2475  NAD 83(1992)-  41 30 13.18833(N)    071 23 58.20440(W) AD(       ) 4
 LW2475  NAD 83(1986)-  41 30 13.18841(N)    071 23 58.20238(W) AD(       ) 4
 LW2475  NAD 27      -  41 30 12.83000(N)    071 24 00.00000(W) AD(       ) 3
 LW2475
 LW2475.Superseded values are not recommended for survey control.
 LW2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2475.See file dsdata.txt to determine how the superseded data were derived.
 LW2475
 LW2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9973597451(NAD 83)
 LW2475
 LW2475  HISTORY     - Date     Condition        Report By
 LW2475  HISTORY     - 1912     MONUMENTED       CGS
 LW2475  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2475
 LW2475                          STATION DESCRIPTION
 LW2475
 LW2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2475'STATION LOST.  THERE IS NO FLAGPOLE ON DUTCH ISLAND AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3008 ***********************************************************************
 LW3008  DESIGNATION -  DUTCH ISLAND LIGHTHOUSE
 LW3008  PID         -  LW3008
 LW3008  STATE/COUNTY-  RI/NEWPORT
 LW3008  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW3008
 LW3008                         *CURRENT SURVEY CONTROL
 LW3008  ___________________________________________________________________
 LW3008* NAD 83(1996)-  41 29 48.14499(N)    071 24 15.52874(W)     ADJUSTED  
 LW3008* NAVD 88     -                                                        
 LW3008  ___________________________________________________________________
 LW3008  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW3008  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW3008
 LW3008  HORZ ORDER  -  THIRD
 LW3008
 LW3008.The horizontal coordinates were established by classical geodetic methods
 LW3008.and adjusted by the National Geodetic Survey in August 1998..
 LW3008
 LW3008
 LW3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3008
 LW3008.The geoid height was determined by GEOID03.
 LW3008
 LW3008;                    North         East     Units Scale Factor Converg.
 LW3008;SPC RI       -    45,913.207   107,989.808   MT  0.99999454   +0 03 48.2
 LW3008;SPC RI       -   150,633.58    354,296.56   sFT  0.99999454   +0 03 48.2
 LW3008;UTM  19      - 4,596,689.455   299,311.871   MT  1.00009567   -1 35 36.9
 LW3008
 LW3008                          SUPERSEDED SURVEY CONTROL
 LW3008
 LW3008  NAD 83(1996)-  41 29 48.14438(N)    071 24 15.52799(W) AD(       ) 4
 LW3008  NAD 83(1992)-  41 29 48.14346(N)    071 24 15.52803(W) AD(       ) 4
 LW3008  NAD 83(1992)-  41 29 48.14288(N)    071 24 15.52784(W) AD(       ) 4
 LW3008  NAD 83(1986)-  41 29 48.14075(N)    071 24 15.52422(W) AD(       ) 4
 LW3008  NAD 27      -  41 29 47.77700(N)    071 24 17.32100(W) AD(       ) 3
 LW3008
 LW3008.Superseded values are not recommended for survey control.
 LW3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3008.See file dsdata.txt to determine how the superseded data were derived.
 LW3008
 LW3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9931296689(NAD 83)
 LW3008_MARKER: 13 = LIGHTHOUSE
 LW3008_MARK LOGO: CGS   
 LW3008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3008+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002
 LW3008
 LW3008  HISTORY     - Date     Condition        Report By
 LW3008  HISTORY     - 1868     FIRST OBSERVED   CGS
 LW3008  HISTORY     - 1912     GOOD             CGS
 LW3008  HISTORY     - 1940     GOOD             CGS
 LW3008  HISTORY     - 1956     GOOD             CGS
 LW3008  HISTORY     - 1988     GOOD             USPSQD
 LW3008  HISTORY     - 19890707 GOOD             RIGS
 LW3008  HISTORY     - 20020903 GOOD             USPSQD
 LW3008  HISTORY     - 20040806 GOOD             USPSQD
 LW3008
 LW3008                          STATION DESCRIPTION
 LW3008
 LW3008'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW3008'STATION IS ON THE S END OF DUTCH ISLAND, WESTERN PASSAGE OF
 LW3008'NARRAGANSETT BAY, ABOUT 3/8 MILE TO THE NORTHWESTWARD OF BEAVER
 LW3008'HEAD, CONANICUT ISLAND.  THE LIGHTHOUSE IS A SQUARE, WHITE TOWER
 LW3008'ATTACHED TO THE DWELLING.  THE LANTERN IS 56 FEET ABOVE MEAN-HIGH
 LW3008'WATER.
 LW3008
 LW3008                          STATION RECOVERY (1940)
 LW3008
 LW3008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3008'THIS IS THE LIGHTHOUSE ON DUTCH ISLAND IN THE WESTERN PASSAGE OF
 LW3008'NARRAGANSETT BAY.  IT IS A WHITE SQUARE TOWER ATTACHED TO A
 LW3008'DWELLING.  THE LIGHT IS 56 FEET ABOVE THE WATER.  THE FINIAL ABOVE
 LW3008'THE LIGHT WAS OBSERVED UPON.
 LW3008'
 LW3008'THIS IS AN INTERSECTION STATION.
 LW3008
 LW3008                          STATION RECOVERY (1956)
 LW3008
 LW3008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW3008'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1912 DESCRIPTION
 LW3008'AND 1940 RECOVERY NOTE ARE ADEQUATE.
 LW3008'
 LW3008'THE 1956 LIGHT LIST PUBLICATION CG 158 LISTS THIS AS 561,
 LW3008'DESCRIBING IT AS A WHITE SQUARE TOWER ATTACHED TO A DWELLING.  IT
 LW3008'HAS NOT BEEN CHANGED SINCE IT WAS REBUILT IN 1857.
 LW3008
 LW3008                          STATION RECOVERY (1988)
 LW3008
 LW3008'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW3008'RECOVERED IN GOOD CONDITION.
 LW3008
 LW3008                          STATION RECOVERY (1989)
 LW3008
 LW3008'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW3008'THIS IS THE LIGHTHOUSE ON DUTCH ISLAND IN THE WESTERN PASSAGE OF
 LW3008'NARRAGANSETT BAY.  IT IS A WHITE SQUARE TOWER ATTACHED TO A
 LW3008'DWELLING.  THE LIGHT IS 56 FEET ABOVE THE WATER.  THE FINIAL ABOVE
 LW3008'THE LIGHT WAS OBSERVED UPON.
 LW3008'THE 1956 LIGHT LIST PUBLICATION CG 158 LISTS THIS AS 561,
 LW3008'DESCRIBING IT AS A WHITE SQUARE TOWER ATTACHED TO A DWELLING.  IT
 LW3008'HAS NOT BEEN CHANGED SINCE IT WAS REBUILT IN 1857.
 LW3008
 LW3008                          STATION RECOVERY (2002)
 LW3008
 LW3008'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 LW3008'RECOVERED IN GOOD CONDITION.
 LW3008
 LW3008                          STATION RECOVERY (2004)
 LW3008
 LW3008'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW3008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2388 ***********************************************************************
 LW2388  DESIGNATION -  DUTCH WINDMILL
 LW2388  PID         -  LW2388
 LW2388  STATE/COUNTY-  RI/NEWPORT
 LW2388  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2388
 LW2388                         *CURRENT SURVEY CONTROL
 LW2388  ___________________________________________________________________
 LW2388* NAD 83(1996)-  41 33 55.22484(N)    071 15 16.40720(W)     ADJUSTED  
 LW2388* NAVD 88     -                                                        
 LW2388  ___________________________________________________________________
 LW2388  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 LW2388  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW2388
 LW2388  HORZ ORDER  -  THIRD
 LW2388
 LW2388.The horizontal coordinates were established by classical geodetic methods
 LW2388.and adjusted by the National Geodetic Survey in August 1998..
 LW2388
 LW2388
 LW2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2388
 LW2388.The geoid height was determined by GEOID03.
 LW2388
 LW2388;                    North         East     Units Scale Factor Converg.
 LW2388;SPC RI       -    53,560.534   120,472.771   MT  0.99999891   +0 09 46.2
 LW2388;SPC RI       -   175,723.19    395,251.08   sFT  0.99999891   +0 09 46.2
 LW2388;UTM  19      - 4,603,972.893   312,011.749   MT  1.00003491   -1 29 46.6
 LW2388
 LW2388                          SUPERSEDED SURVEY CONTROL
 LW2388
 LW2388  NAD 83(1996)-  41 33 55.22459(N)    071 15 16.40697(W) AD(       ) 4
 LW2388  NAD 83(1992)-  41 33 55.22308(N)    071 15 16.40638(W) AD(       ) 4
 LW2388  NAD 83(1992)-  41 33 55.22280(N)    071 15 16.40623(W) AD(       ) 4
 LW2388  NAD 83(1986)-  41 33 55.22314(N)    071 15 16.40455(W) AD(       ) 4
 LW2388  NAD 27      -  41 33 54.85300(N)    071 15 18.22700(W) AD(       ) 3
 LW2388
 LW2388.Superseded values are not recommended for survey control.
 LW2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2388.See file dsdata.txt to determine how the superseded data were derived.
 LW2388
 LW2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1201203973(NAD 83)
 LW2388
 LW2388  HISTORY     - Date     Condition        Report By
 LW2388  HISTORY     - 1917     MONUMENTED       CGS
 LW2388  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2388  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2388  HISTORY     - 1956     POOR             CGS
 LW2388
 LW2388                          STATION DESCRIPTION
 LW2388
 LW2388'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2388'THIS WINDMILL STANDS IN AN OPEN FIELD ON HIGH GROUND, ABOUT 150
 LW2388'YARDS W OF E MAIN ROAD, (R.I. ROUTE 138), AND ABOUT 0.5 MILE N OF
 LW2388'UNION STREET.  THE LAND ON WHICH IT STANDS IS OWNED BY MR.
 LW2388'THURSTON.
 LW2388
 LW2388                          STATION RECOVERY (1954)
 LW2388
 LW2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2388'STATION RECOVERED.  MR. LAWRENCE THURSTON, OWNER OF THE WINDMILL,
 LW2388'STATES THAT IT IS UNCHANGED WITH THE EXCEPTION THAT IT HAS BEEN
 LW2388'RESHINGLED.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
 LW2388
 LW2388                          STATION RECOVERY (1956)
 LW2388
 LW2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2388'STATION RECOVERED IN POOR CONDITION.  THE WINDMILL HAS DETERIORATED
 LW2388'FROM LACK OF UPKEEP BUT WILL PROBABLY STAND FOR MANY MORE YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2421 ***********************************************************************
 LW2421  DESIGNATION -  DYER ISLAND
 LW2421  PID         -  LW2421
 LW2421  STATE/COUNTY-  RI/NEWPORT
 LW2421  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2421
 LW2421                         *CURRENT SURVEY CONTROL
 LW2421  ___________________________________________________________________
 LW2421* NAD 83(1996)-  41 34 57.06854(N)    071 17 53.78897(W)     ADJUSTED  
 LW2421* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW2421  ___________________________________________________________________
 LW2421  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 LW2421  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW2421
 LW2421  HORZ ORDER  -  THIRD
 LW2421
 LW2421.The horizontal coordinates were established by classical geodetic methods
 LW2421.and adjusted by the National Geodetic Survey in August 1998..
 LW2421
 LW2421.The orthometric height was scaled from a topographic map.
 LW2421
 LW2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2421
 LW2421.The geoid height was determined by GEOID03.
 LW2421
 LW2421;                    North         East     Units Scale Factor Converg.
 LW2421;SPC RI       -    55,459.046   116,821.789   MT  0.99999723   +0 08 02.0
 LW2421;SPC RI       -   181,951.89    383,272.82   sFT  0.99999723   +0 08 02.0
 LW2421;UTM  19      - 4,605,976.426   308,417.113   MT  1.00005170   -1 31 33.0
 LW2421
 LW2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2421!SPC RI       -   1.00000409  x   0.99999723  =   1.00000132
 LW2421!UTM  19      -   1.00000409  x   1.00005170  =   1.00005579
 LW2421
 LW2421:                Primary Azimuth Mark                     Grid Az
 LW2421:SPC RI       -  BRISTOL KAISER ALUM CO STACK             012 35 30.2
 LW2421:UTM  19      -  BRISTOL KAISER ALUM CO STACK             014 15 05.2
 LW2421
 LW2421|---------------------------------------------------------------------|
 LW2421| PID    Reference Object                     Distance      Geod. Az  |
 LW2421|                                                           dddmmss.s |
 LW2421| LW2333 BRISTOL KAISER ALUM CO STACK        APPROX.10.3 KM 0124332.2 |
 LW2421| LW2340 BRISTOL KAISER ALUM CO TANK         APPROX.10.4 KM 0133005.7 |
 LW2421| LW2402 WHITE CONCRETE STACK                APPROX. 5.5 KM 0303552.1 |
 LW2421| LW2403 PORTSMOUTH WEYERHAEUSER CO TK       APPROX. 5.5 KM 0333248.1 |
 LW2421| LW2407 MELVILLE GRAY TANK                  APPROX. 1.3 KM 0480745.4 |
 LW2421| LW2412 MELVILLE RED STACK                  APPROX. 1.2 KM 0552221.8 |
 LW2421| LW2411 MELVILLE YELLOW STACK               APPROX. 1.2 KM 0564705.4 |
 LW2421| LW2417 MELVILLE REAR RANGE BEACON          APPROX. 1.1 KM 0804216.7 |
 LW2421| LW2420 MELVILLE FRONT RANGE BEACON         APPROX. 1.0 KM 0860539.8 |
 LW2421| LW2382 MARSHALL 1932                       APPROX. 4.2 KM 1812828.9 |
 LW2421| CB7672 DYER ISLAND RM 1                      5.066 METERS 25234     |
 LW2421|---------------------------------------------------------------------|
 LW2421
 LW2421                          SUPERSEDED SURVEY CONTROL
 LW2421
 LW2421  NAD 83(1996)-  41 34 57.06817(N)    071 17 53.78866(W) AD(       ) 3
 LW2421  NAD 83(1992)-  41 34 57.06692(N)    071 17 53.78814(W) AD(       ) 3
 LW2421  NAD 83(1992)-  41 34 57.06644(N)    071 17 53.78788(W) AD(       ) 3
 LW2421  NAD 83(1986)-  41 34 57.06670(N)    071 17 53.78615(W) AD(       ) 3
 LW2421  NAD 27      -  41 34 56.69900(N)    071 17 55.60600(W) AD(       ) 3
 LW2421
 LW2421.Superseded values are not recommended for survey control.
 LW2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2421.See file dsdata.txt to determine how the superseded data were derived.
 LW2421
 LW2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0841705976(NAD 83)
 LW2421
 LW2421  HISTORY     - Date     Condition        Report By
 LW2421  HISTORY     - 1843     MONUMENTED       CGS
 LW2421  HISTORY     - 1913     SEE DESCRIPTION  CGS
 LW2421  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2421  HISTORY     - 1943     SEE DESCRIPTION  CGS
 LW2421  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2421  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2421
 LW2421                          STATION DESCRIPTION
 LW2421
 LW2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW2421'STATION IS ON THE E SIDE OF DYER ISLAND, IN THE EASTERN PART OF
 LW2421'NARRAGANSETT BAY BETWEEN RHODE AND PRUDENCE ISLANDS AND ABOUT 7/8
 LW2421'MILE SW OF COGGESHALL POINT.  THE STATION IS ON THE S SIDE OF THE
 LW2421'COVE AND 75 METERS S OF THE EASTERN POINT OF THE ISLAND AND IS
 LW2421'MARKED BY A STANDARD BRASS DISK CEMENTED IN THE TOP OF A 4-INCH
 LW2421'TILE WHICH IS SET IN THE CENTER OF A BURIED CONE AND SURROUNDED
 LW2421'BY A MASS OF CEMENT AND SAND.  THE MARK PROJECTS 3 INCHES ABOVE
 LW2421'THE GROUND.  A STANDARD REFERENCE DISK, SET IN THE TOP OF A
 LW2421'BOULDER WHICH PROJECTS 0.2 METER ABOVE THE GROUND, IS 5.06
 LW2421'METERS (16.60 FEET) W OF THE STATION.
 LW2421
 LW2421                          STATION RECOVERY (1934)
 LW2421
 LW2421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2421'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  IT IS ON
 LW2421'THE E SIDE OF DYER ISLAND, IN THE EASTERN PART OF NARRAGANSETT
 LW2421'BAY, BETWEEN RHODE ISLAND AND PRUDENCE ISLAND AND ABOUT 7/8 MILE
 LW2421'SW OF COGGESHALL POINT.  THE STATION IS ON THE S END OF THE COVE
 LW2421'AND 75 METERS S OF THE EASTERN POINT OF THE ISLAND AND IS MARKED BY
 LW2421'A STANDARD BRONZE DISK CEMENTED IN THE TOP OF A 4-INCH TILE
 LW2421'WHICH IS SET IN THE CENTER OF A BURIED CONE AND SURROUNDED BY A
 LW2421'MASS OF CEMENT AND SAND.  THE MARK PROJECTS 3 INCHES ABOVE
 LW2421'THE GROUND.  A STANDARD REFERENCE MARK SET IN THE TOP OF A
 LW2421'BOULDER WHICH PROJECTS 0.2 METER ABOVE THE GROUND IS 5.06 METERS
 LW2421'W OF THE STATION.
 LW2421
 LW2421                          STATION RECOVERY (1943)
 LW2421
 LW2421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2421'STATION WAS DISCOVERED AS DESCRIBED.  IT IS ON THE E SIDE OF DYER
 LW2421'ISLAND, IN THE E PASSAGE OF NARRAGANSETT BAY, BETWEEN AQUIDNECK
 LW2421'ISLAND AND PRUDENCE ISLAND, ABOUT 1/2 MILE W OF MELVILLE,
 LW2421'R. I.  THE STATION IS 82 METERS S OF THE S SIDE OF THE COVE ON THE
 LW2421'NE CORNER OF DYER ISLAND, AND 28 METERS W OF THE HIGH WATER
 LW2421'LINE.  STATION IS 4 FEET E OF A LARGE BOULDER PROJECTING 3 FEET
 LW2421'ABOVE THE GROUND.  THE REFERENCE MARK IS 5.065 METERS (16.62
 LW2421'FEET) W OF STATION IN TOP OF A BOULDER WHICH PROJECTS 0.2 METER
 LW2421'ABOVE THE GROUND.  BOTH STATION MARK AND REFERENCE MARK WERE
 LW2421'IN GOOD CONDITION AND WERE AS DESCRIBED.  NOTES 6A AND 12A.
 LW2421
 LW2421                          STATION RECOVERY (1956)
 LW2421
 LW2421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (MTP)
 LW2421'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 LW2421'DESCRIPTION AND RECOVERY NOTES ARE ADEQUATE.
 LW2421'
 LW2421'THE DISTANCE AND DIRECTION TO THE REFERENCE MARK WAS REMEASURED
 LW2421'DURING THIS VISIT.
 LW2421
 LW2421                          STATION RECOVERY (1956)
 LW2421
 LW2421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2421'THE STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 LW2421'CONDITION.  THE 1943 RECOVERY NOTE BY B.H.R. IS ADEQUATE WITH
 LW2421'THE FOLLOWING ADDITION--
 LW2421'
 LW2421'THE STATION MARK AND REFERENCE-MARK DISK ARE NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1061 ***********************************************************************
 LW1061  DESIGNATION -  E 1
 LW1061  PID         -  LW1061
 LW1061  STATE/COUNTY-  RI/KENT
 LW1061  USGS QUAD   -  CROMPTON (1995)
 LW1061
 LW1061                         *CURRENT SURVEY CONTROL
 LW1061  ___________________________________________________________________
 LW1061* NAD 83(1986)-  41 41 58.     (N)    071 35 36.     (W)     SCALED    
 LW1061* NAVD 88     -        78.208  (meters)     256.59   (feet)  ADJUSTED  
 LW1061  ___________________________________________________________________
 LW1061  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW1061  DYNAMIC HT  -          78.181 (meters)     256.50  (feet)  COMP
 LW1061  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 LW1061
 LW1061  VERT ORDER  -  FIRST     CLASS II
 LW1061
 LW1061.The horizontal coordinates were scaled from a topographic map and have
 LW1061.an estimated accuracy of +/- 6 seconds.
 LW1061
 LW1061.The orthometric height was determined by differential leveling
 LW1061.and adjusted by the National Geodetic Survey in June 1991..
 LW1061
 LW1061.The geoid height was determined by GEOID03.
 LW1061
 LW1061.The dynamic height is computed by dividing the NAVD 88
 LW1061.geopotential number by the normal gravity value computed on the
 LW1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1061.degrees latitude (g = 980.6199 gals.).
 LW1061
 LW1061.The modeled gravity was interpolated from observed gravity values.
 LW1061
 LW1061;                    North         East    Units  Estimated Accuracy
 LW1061;SPC RI       -    68,430.       92,230.      MT  (+/- 180 meters Scaled)
 LW1061
 LW1061                          SUPERSEDED SURVEY CONTROL
 LW1061
 LW1061  NGVD 29 (??/??/92)   78.452  (m)          257.39   (f) ADJ UNCH    1 2
 LW1061
 LW1061.Superseded values are not recommended for survey control.
 LW1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1061.See file dsdata.txt to determine how the superseded data were derived.
 LW1061
 LW1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG842196(NAD 83)
 LW1061_MARKER: DB = BENCH MARK DISK
 LW1061_SETTING: 66 = SET IN ROCK OUTCROP
 LW1061_SP_SET: ROCK LEDGE
 LW1061_STAMPING: ELEV 257.388 FT E 1 1923
 LW1061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1061+STABILITY: POSITION/ELEVATION WELL
 LW1061
 LW1061  HISTORY     - Date     Condition        Report By
 LW1061  HISTORY     - 1923     MONUMENTED       CGS
 LW1061  HISTORY     - 1969     GOOD             NGS
 LW1061
 LW1061                          STATION DESCRIPTION
 LW1061
 LW1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1061'1.6 MI W FROM COVENTRY.
 LW1061'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 117 FROM THE POST OFFICE
 LW1061'AT COVENTRY, THENCE 0.1 MILE SOUTH ALONG A GRAVELED ROAD, (PRIVATE)
 LW1061'THENCE 0.1 MILE WEST ALONG THE PENN CENTRAL RAILROAD, SET IN THE
 LW1061'TOP OF A ROCK LEDGE WHICH IS ABOUT 2 FEET HIGH, NEAR THE EAST
 LW1061'END OF A ROCK WHICH IS 18 FEET LONG AND 4 FEET HIGH AND IS PART OF
 LW1061'A LONG LOW CUT, 8.8 FEET NORTH OF THE NORTH RAIL 3 FEET WEST OF
 LW1061'THE EAST END OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0787 ***********************************************************************
 LW0787  DESIGNATION -  E 16
 LW0787  PID         -  LW0787
 LW0787  STATE/COUNTY-  RI/WASHINGTON
 LW0787  USGS QUAD   -  KINGSTON (1975)
 LW0787
 LW0787                         *CURRENT SURVEY CONTROL
 LW0787  ___________________________________________________________________
 LW0787* NAD 83(1986)-  41 29 25.     (N)    071 34 38.     (W)     SCALED    
 LW0787* NAVD 88     -        39.133  (meters)     128.39   (feet)  ADJUSTED  
 LW0787  ___________________________________________________________________
 LW0787  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW0787  DYNAMIC HT  -          39.119 (meters)     128.34  (feet)  COMP
 LW0787  MODELED GRAV-     980,274.0   (mgal)                       NAVD 88
 LW0787
 LW0787  VERT ORDER  -  FIRST     CLASS I
 LW0787
 LW0787.The horizontal coordinates were scaled from a topographic map and have
 LW0787.an estimated accuracy of +/- 6 seconds.
 LW0787
 LW0787.The orthometric height was determined by differential leveling
 LW0787.and adjusted by the National Geodetic Survey in June 1991..
 LW0787
 LW0787.The geoid height was determined by GEOID03.
 LW0787
 LW0787.The dynamic height is computed by dividing the NAVD 88
 LW0787.geopotential number by the normal gravity value computed on the
 LW0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0787.degrees latitude (g = 980.6199 gals.).
 LW0787
 LW0787.The modeled gravity was interpolated from observed gravity values.
 LW0787
 LW0787;                    North         East    Units  Estimated Accuracy
 LW0787;SPC RI       -    45,200.       93,550.      MT  (+/- 180 meters Scaled)
 LW0787
 LW0787                          SUPERSEDED SURVEY CONTROL
 LW0787
 LW0787  NGVD 29 (??/??/92)   39.390  (m)          129.23   (f) ADJ UNCH    1 1
 LW0787
 LW0787.Superseded values are not recommended for survey control.
 LW0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0787.See file dsdata.txt to determine how the superseded data were derived.
 LW0787
 LW0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF848963(NAD 83)
 LW0787_MARKER: DB = BENCH MARK DISK
 LW0787_SETTING: 80 = SET IN A BOULDER
 LW0787_SP_SET: BOULDER
 LW0787_STAMPING: E 16 1965
 LW0787_MARK LOGO: CGS   
 LW0787_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0787+STABILITY: SURFACE MOTION
 LW0787
 LW0787  HISTORY     - Date     Condition        Report By
 LW0787  HISTORY     - 1965     MONUMENTED       CGS
 LW0787  HISTORY     - 1969     GOOD             NGS
 LW0787  HISTORY     - 1984     GOOD             USPSQD
 LW0787  HISTORY     - 1987     GOOD             USPSQD
 LW0787  HISTORY     - 1988     GOOD             USPSQD
 LW0787  HISTORY     - 19880707 GOOD             RIGS
 LW0787  HISTORY     - 1990     GOOD             USPSQD
 LW0787  HISTORY     - 19971001 GOOD             USPSQD
 LW0787
 LW0787                          STATION DESCRIPTION
 LW0787
 LW0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0787'4.8 MI NE FROM KENYON.
 LW0787'4.8 MILES NORTHEAST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 LW0787'OF A BLACK TOP ROAD AT KENYON, ABOUT 0.2 MILE SOUTHWEST OF THE
 LW0787'INTERSECTION OF STATE HIGHWAY 138, ON THE NORTHEAST SLOPE AND
 LW0787'NEAR THE FOOT OF A HILL, AT THE NORTHEAST END OF A LONG CUT,
 LW0787'SET IN THE TOP OF AN EMBEDDED BOULDER WHICH IS 5 FEET LONG AND
 LW0787'3 FEET WIDE, 40 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 LW0787'HIGHWAY, 1/2 FOOT ABOVE THE LEVEL OF THE GROUND AND 4 FEET
 LW0787'ABOVE THE LEVEL OF THE HIGHWAY.
 LW0787
 LW0787                          STATION RECOVERY (1969)
 LW0787
 LW0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0787'RECOVERED IN GOOD CONDITION.
 LW0787
 LW0787                          STATION RECOVERY (1984)
 LW0787
 LW0787'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0787'RECOVERED IN GOOD CONDITION.
 LW0787
 LW0787                          STATION RECOVERY (1987)
 LW0787
 LW0787'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0787'RECOVERED IN GOOD CONDITION.
 LW0787
 LW0787                          STATION RECOVERY (1988)
 LW0787
 LW0787'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0787'RECOVERED IN GOOD CONDITION.
 LW0787
 LW0787                          STATION RECOVERY (1988)
 LW0787
 LW0787'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW0787'RECOVERED IN GOOD CONDITION.
 LW0787
 LW0787                          STATION RECOVERY (1990)
 LW0787
 LW0787'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0787'RECOVERED IN GOOD CONDITION.
 LW0787
 LW0787                          STATION RECOVERY (1997)
 LW0787
 LW0787'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0145 ***********************************************************************
 LW0145  DESIGNATION -  E 17
 LW0145  PID         -  LW0145
 LW0145  STATE/COUNTY-  RI/PROVIDENCE
 LW0145  USGS QUAD   -  PROVIDENCE (1975)
 LW0145
 LW0145                         *CURRENT SURVEY CONTROL
 LW0145  ___________________________________________________________________
 LW0145* NAD 83(1986)-  41 47 41.     (N)    071 23 52.     (W)     SCALED    
 LW0145* NAVD 88     -         8.579  (meters)      28.15   (feet)  ADJUSTED  
 LW0145  ___________________________________________________________________
 LW0145  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW0145  DYNAMIC HT  -           8.577 (meters)      28.14  (feet)  COMP
 LW0145  MODELED GRAV-     980,315.1   (mgal)                       NAVD 88
 LW0145
 LW0145  VERT ORDER  -  FIRST     CLASS I
 LW0145
 LW0145.The horizontal coordinates were scaled from a topographic map and have
 LW0145.an estimated accuracy of +/- 6 seconds.
 LW0145
 LW0145.The orthometric height was determined by differential leveling
 LW0145.and adjusted by the National Geodetic Survey in June 1991..
 LW0145
 LW0145.The geoid height was determined by GEOID03.
 LW0145
 LW0145.The dynamic height is computed by dividing the NAVD 88
 LW0145.geopotential number by the normal gravity value computed on the
 LW0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0145.degrees latitude (g = 980.6199 gals.).
 LW0145
 LW0145.The modeled gravity was interpolated from observed gravity values.
 LW0145
 LW0145;                    North         East    Units  Estimated Accuracy
 LW0145;SPC RI       -    79,010.      108,500.      MT  (+/- 180 meters Scaled)
 LW0145
 LW0145                          SUPERSEDED SURVEY CONTROL
 LW0145
 LW0145  NGVD 29 (??/??/92)    8.828  (m)           28.96   (f) ADJ UNCH    1 1
 LW0145
 LW0145.Superseded values are not recommended for survey control.
 LW0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0145.See file dsdata.txt to determine how the superseded data were derived.
 LW0145
 LW0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG007297(NAD 83)
 LW0145_MARKER: DB = BENCH MARK DISK
 LW0145_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LW0145_SP_SET: COPPER-CLAD STEEL ROD
 LW0145_STAMPING: E 17 1965
 LW0145_MARK LOGO: CGS   
 LW0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0145
 LW0145  HISTORY     - Date     Condition        Report By
 LW0145  HISTORY     - 1965     MONUMENTED       CGS
 LW0145  HISTORY     - 1986     GOOD             RIGS
 LW0145
 LW0145                          STATION DESCRIPTION
 LW0145
 LW0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0145'AT PROVIDENCE.
 LW0145'AT PROVIDENCE, AT THE INTERSECTION OF ALLENS AVENUE AND ERNEST
 LW0145'STREET, AT THE SOUTH CORNER OF THE STEEL FENCE AROUND THE TEXACO
 LW0145'COMPANY BULK PLANT, 36 FEET NORTHWEST OF THE NORTHWEST CURB OF
 LW0145'ALLENS AVENUE, 6.9 FEET NORTHEAST OF THE NORTHEAST CURB OF ERNEST
 LW0145'STREET, 25.3 FEET NORTHWEST OF A FENCE CORNER , 6.6 FEET NORTHWEST
 LW0145'OF THE NORTHWEST GATE POST OF ENTRANCE TO PLANT, 1.5 FEET SOUTHEAST
 LW0145'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE STREET, AND
 LW0145'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2
 LW0145'INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH METAL
 LW0145'PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 LW0145'ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 LW0145
 LW0145                          STATION RECOVERY (1986)
 LW0145
 LW0145'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1000 ***********************************************************************
 LW1000  DESIGNATION -  E 18 RESET 1968
 LW1000  PID         -  LW1000
 LW1000  STATE/COUNTY-  RI/WASHINGTON
 LW1000  USGS QUAD   -  WATCH HILL (1984)
 LW1000
 LW1000                         *CURRENT SURVEY CONTROL
 LW1000  ___________________________________________________________________
 LW1000* NAD 83(1986)-  41 21 03.     (N)    071 48 22.     (W)     SCALED    
 LW1000* NAVD 88     -        21.037  (meters)      69.02   (feet)  ADJUSTED  
 LW1000  ___________________________________________________________________
 LW1000  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW1000  DYNAMIC HT  -          21.029 (meters)      68.99  (feet)  COMP
 LW1000  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LW1000
 LW1000  VERT ORDER  -  SECOND    CLASS 0
 LW1000
 LW1000.This mark is at Westerly State Airport (WST)
 LW1000
 LW1000.The horizontal coordinates were scaled from a topographic map and have
 LW1000.an estimated accuracy of +/- 6 seconds.
 LW1000
 LW1000.The orthometric height was determined by differential leveling
 LW1000.and adjusted by the National Geodetic Survey in June 1991..
 LW1000.WARNING-Repeat measurements at this control monument indicate possible
 LW1000.vertical movement.
 LW1000
 LW1000.The geoid height was determined by GEOID03.
 LW1000
 LW1000.The dynamic height is computed by dividing the NAVD 88
 LW1000.geopotential number by the normal gravity value computed on the
 LW1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1000.degrees latitude (g = 980.6199 gals.).
 LW1000
 LW1000.The modeled gravity was interpolated from observed gravity values.
 LW1000
 LW1000;                    North         East    Units  Estimated Accuracy
 LW1000;SPC RI       -    29,750.       74,380.      MT  (+/- 180 meters Scaled)
 LW1000
 LW1000                          SUPERSEDED SURVEY CONTROL
 LW1000
 LW1000  NGVD 29 (??/??/92)   21.320  (m)           69.95   (f) ADJ UNCH    2 0
 LW1000
 LW1000.Superseded values are not recommended for survey control.
 LW1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1000.See file dsdata.txt to determine how the superseded data were derived.
 LW1000
 LW1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF652815(NAD 83)
 LW1000_MARKER: DB = BENCH MARK DISK
 LW1000_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LW1000_STAMPING: E 18 RESET 1968
 LW1000_MARK LOGO: CGS   
 LW1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1000+STABILITY: POSITION/ELEVATION WELL
 LW1000
 LW1000  HISTORY     - Date     Condition        Report By
 LW1000  HISTORY     - 1968     MONUMENTED       CGS
 LW1000  HISTORY     - 1969     GOOD             NGS
 LW1000  HISTORY     - 1985     GOOD             USPSQD
 LW1000  HISTORY     - 1985     GOOD             NGS
 LW1000  HISTORY     - 1988     GOOD             USPSQD
 LW1000  HISTORY     - 1989     GOOD             USPSQD
 LW1000  HISTORY     - 1990     GOOD             USPSQD
 LW1000
 LW1000                          STATION DESCRIPTION
 LW1000
 LW1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1000'AT WESTERLY.
 LW1000'AT WESTERLY, AT THE WESTERLY STATE AIRPORT, SET IN THE TOP OF
 LW1000'THE NORTH CORNER OF THE NORTHEAST CONCRETE BANNISTER FOR NORTHWEST
 LW1000'ENTRANCE TO THE ADMINISTRATION BUILDING, 13.7 FEET WEST OF THE
 LW1000'NORTH CORNER OF THE ADMINISTRATION BUILDING, 5 FEET NORTHEAST
 LW1000'OF THE CENTER OF THE NORTHWEST ENTRANCE TO THE BUILDING, 6 FEET
 LW1000'SOUTHEAST OF THE SOUTHEAST CURB OF THE STREET ON THE NORTHWEST
 LW1000'SIDE OF THE BUILDING, 2 FEET ABOVE THE LEVEL OF THE GROUND.
 LW1000
 LW1000                          STATION RECOVERY (1985)
 LW1000
 LW1000'RECOVERY NOTE BY US POWER SQUADRON 1985
 LW1000'RECOVERED IN GOOD CONDITION.
 LW1000
 LW1000                          STATION RECOVERY (1985)
 LW1000
 LW1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW1000'RECOVERED IN GOOD CONDITION.
 LW1000
 LW1000                          STATION RECOVERY (1988)
 LW1000
 LW1000'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW1000'RECOVERED IN GOOD CONDITION.
 LW1000
 LW1000                          STATION RECOVERY (1989)
 LW1000
 LW1000'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1000'RECOVERED IN GOOD CONDITION.
 LW1000
 LW1000                          STATION RECOVERY (1990)
 LW1000
 LW1000'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0955 ***********************************************************************
 LW0955  DESIGNATION -  E 19
 LW0955  PID         -  LW0955
 LW0955  STATE/COUNTY-  RI/WASHINGTON
 LW0955  USGS QUAD   -  ASHAWAY (1984)
 LW0955
 LW0955                         *CURRENT SURVEY CONTROL
 LW0955  ___________________________________________________________________
 LW0955* NAD 83(1986)-  41 26 35.     (N)    071 47 45.     (W)     SCALED    
 LW0955* NAVD 88     -        17.912  (meters)      58.77   (feet)  ADJUSTED  
 LW0955  ___________________________________________________________________
 LW0955  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LW0955  DYNAMIC HT  -          17.905 (meters)      58.74  (feet)  COMP
 LW0955  MODELED GRAV-     980,268.1   (mgal)                       NAVD 88
 LW0955
 LW0955  VERT ORDER  -  SECOND    CLASS 0
 LW0955
 LW0955.The horizontal coordinates were scaled from a topographic map and have
 LW0955.an estimated accuracy of +/- 6 seconds.
 LW0955
 LW0955.The orthometric height was determined by differential leveling
 LW0955.and adjusted by the National Geodetic Survey in June 1991..
 LW0955
 LW0955.The geoid height was determined by GEOID03.
 LW0955
 LW0955.The dynamic height is computed by dividing the NAVD 88
 LW0955.geopotential number by the normal gravity value computed on the
 LW0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0955.degrees latitude (g = 980.6199 gals.).
 LW0955
 LW0955.The modeled gravity was interpolated from observed gravity values.
 LW0955
 LW0955;                    North         East    Units  Estimated Accuracy
 LW0955;SPC RI       -    39,990.       75,280.      MT  (+/- 180 meters Scaled)
 LW0955
 LW0955                          SUPERSEDED SURVEY CONTROL
 LW0955
 LW0955  NGVD 29 (??/??/92)   18.197  (m)           59.70   (f) ADJ UNCH    2 0
 LW0955
 LW0955.Superseded values are not recommended for survey control.
 LW0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0955.See file dsdata.txt to determine how the superseded data were derived.
 LW0955
 LW0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF664917(NAD 83)
 LW0955_MARKER: DB = BENCH MARK DISK
 LW0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0955_SP_SET: BRIDGE
 LW0955_STAMPING: E 19 1969
 LW0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0955
 LW0955  HISTORY     - Date     Condition        Report By
 LW0955  HISTORY     - 1969     MONUMENTED       CGS
 LW0955  HISTORY     - 1984     GOOD             USPSQD
 LW0955  HISTORY     - 1988     GOOD             USPSQD
 LW0955  HISTORY     - 1989     GOOD             USPSQD
 LW0955
 LW0955                          STATION DESCRIPTION
 LW0955
 LW0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0955'2.5 MI NW FROM ASHAWAY.
 LW0955'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0955'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, THENCE 0.6 MILE WEST
 LW0955'ALONG INTERSTATE HIGHWAY 95, ABOUT 100 YARDS EAST OF THE
 LW0955'CONNECTICUT-RHODE ISLAND STATE LINE, SET ON THE TOP OF THE EAST
 LW0955'END OF THE NORTH CONCRETE GUARD RAIL BASE FOR THE GREEN FALL
 LW0955'BRIDGE 569 OVER PARMENTER BROOK, 23.3 FEET NORTH OF THE CENTER
 LW0955'LINE OF THE SOUTHBOUND LANE OF I 95, 20.9 FEET WEST OF THE EAST
 LW0955'END OF THE GUARD RAIL AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0955
 LW0955                          STATION RECOVERY (1984)
 LW0955
 LW0955'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0955'RECOVERED IN GOOD CONDITION.
 LW0955
 LW0955                          STATION RECOVERY (1988)
 LW0955
 LW0955'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0955'RECOVERED IN GOOD CONDITION.
 LW0955
 LW0955                          STATION RECOVERY (1989)
 LW0955
 LW0955'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0157 ***********************************************************************
 LW0157  DESIGNATION -  E 2
 LW0157  PID         -  LW0157
 LW0157  STATE/COUNTY-  RI/PROVIDENCE
 LW0157  USGS QUAD   -  PROVIDENCE (1975)
 LW0157
 LW0157                         *CURRENT SURVEY CONTROL
 LW0157  ___________________________________________________________________
 LW0157* NAD 83(1986)-  41 49 33.     (N)    071 24 39.     (W)     SCALED    
 LW0157* NAVD 88     -         4.446  (meters)      14.59   (feet)  ADJUSTED  
 LW0157  ___________________________________________________________________
 LW0157  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW0157  DYNAMIC HT  -           4.444 (meters)      14.58  (feet)  COMP
 LW0157  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 LW0157
 LW0157  VERT ORDER  -  FIRST     CLASS I
 LW0157
 LW0157.The horizontal coordinates were scaled from a topographic map and have
 LW0157.an estimated accuracy of +/- 6 seconds.
 LW0157
 LW0157.The orthometric height was determined by differential leveling
 LW0157.and adjusted by the National Geodetic Survey in June 1991..
 LW0157
 LW0157.The geoid height was determined by GEOID03.
 LW0157
 LW0157.The dynamic height is computed by dividing the NAVD 88
 LW0157.geopotential number by the normal gravity value computed on the
 LW0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0157.degrees latitude (g = 980.6199 gals.).
 LW0157
 LW0157.The modeled gravity was interpolated from observed gravity values.
 LW0157
 LW0157;                    North         East    Units  Estimated Accuracy
 LW0157;SPC RI       -    82,470.      107,410.      MT  (+/- 180 meters Scaled)
 LW0157
 LW0157                          SUPERSEDED SURVEY CONTROL
 LW0157
 LW0157  NGVD 29 (??/??/92)    4.692  (m)           15.39   (f) ADJ UNCH    1 1
 LW0157
 LW0157.Superseded values are not recommended for survey control.
 LW0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0157.See file dsdata.txt to determine how the superseded data were derived.
 LW0157
 LW0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG997332(NAD 83)
 LW0157_MARKER: DJ = TIDAL STATION DISK
 LW0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0157_SP_SET: GRANITE WALL
 LW0157_STAMPING: ELEV 15.394 FT E 2 1923
 LW0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0157
 LW0157  HISTORY     - Date     Condition        Report By
 LW0157  HISTORY     - 1923     MONUMENTED       CGS
 LW0157  HISTORY     - 1965     GOOD             NGS
 LW0157  HISTORY     - 1969     GOOD             NGS
 LW0157  HISTORY     - 19970319 GOOD             USPSQD
 LW0157
 LW0157                          STATION DESCRIPTION
 LW0157
 LW0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0157'AT PROVIDENCE.
 LW0157'AT PROVIDENCE, AT THE JUNCTION OF KENNEDY PLAZA AND EXCHANGE
 LW0157'STREET LEADING SOUTH AND EXCHANGE TERRACE LEADING NORTHWEST, SET
 LW0157'IN THE TOP OF A GRANITE WALL BETWEEN THE SIDEWALK AND THE STEPS
 LW0157'LEADING TO THE BASEMENT OF THE FEDERAL BUILDING AND THE U.S.
 LW0157'COURTHOUSE, 22.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 LW0157'BUILDING, 15.5 FEET EAST OF THE EAST CURB OF EXCHANGE STREET,
 LW0157'2 FEET EAST OF THE NORTHWEST CORNER OF THE WEST WING OF THE
 LW0157'BUILDING AND 3 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 LW0157
 LW0157                          STATION RECOVERY (1969)
 LW0157
 LW0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0157'RECOVERED IN GOOD CONDITION.
 LW0157
 LW0157                          STATION RECOVERY (1997)
 LW0157
 LW0157'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1166 ***********************************************************************
 LW1166  DESIGNATION -  E 20
 LW1166  PID         -  LW1166
 LW1166  STATE/COUNTY-  RI/WASHINGTON
 LW1166  USGS QUAD   -  HOPE VALLEY (1975)
 LW1166
 LW1166                         *CURRENT SURVEY CONTROL
 LW1166  ___________________________________________________________________
 LW1166* NAD 83(1986)-  41 35 10.     (N)    071 39 33.     (W)     SCALED    
 LW1166* NAVD 88     -       147.757  (meters)     484.77   (feet)  ADJUSTED  
 LW1166  ___________________________________________________________________
 LW1166  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW1166  DYNAMIC HT  -         147.704 (meters)     484.59  (feet)  COMP
 LW1166  MODELED GRAV-     980,266.0   (mgal)                       NAVD 88
 LW1166
 LW1166  VERT ORDER  -  SECOND    CLASS 0
 LW1166
 LW1166.The horizontal coordinates were scaled from a topographic map and have
 LW1166.an estimated accuracy of +/- 6 seconds.
 LW1166
 LW1166.The orthometric height was determined by differential leveling
 LW1166.and adjusted by the National Geodetic Survey in June 1991..
 LW1166
 LW1166.The geoid height was determined by GEOID03.
 LW1166
 LW1166.The dynamic height is computed by dividing the NAVD 88
 LW1166.geopotential number by the normal gravity value computed on the
 LW1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1166.degrees latitude (g = 980.6199 gals.).
 LW1166
 LW1166.The modeled gravity was interpolated from observed gravity values.
 LW1166
 LW1166;                    North         East    Units  Estimated Accuracy
 LW1166;SPC RI       -    55,850.       86,730.      MT  (+/- 180 meters Scaled)
 LW1166
 LW1166                          SUPERSEDED SURVEY CONTROL
 LW1166
 LW1166  NGVD 29 (??/??/92)  148.011  (m)          485.60   (f) ADJ UNCH    2 0
 LW1166
 LW1166.Superseded values are not recommended for survey control.
 LW1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1166.See file dsdata.txt to determine how the superseded data were derived.
 LW1166
 LW1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG783072(NAD 83)
 LW1166_MARKER: DB = BENCH MARK DISK
 LW1166_SETTING: 66 = SET IN ROCK OUTCROP
 LW1166_SP_SET: ROCK LEDGE
 LW1166_STAMPING: E 20 1969
 LW1166_MARK LOGO: CGS   
 LW1166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1166+STABILITY: POSITION/ELEVATION WELL
 LW1166
 LW1166  HISTORY     - Date     Condition        Report By
 LW1166  HISTORY     - 1969     MONUMENTED       CGS
 LW1166  HISTORY     - 1984     GOOD             RIGS
 LW1166  HISTORY     - 1987     GOOD             USPSQD
 LW1166  HISTORY     - 1988     GOOD             USPSQD
 LW1166  HISTORY     - 1989     GOOD             USPSQD
 LW1166
 LW1166                          STATION DESCRIPTION
 LW1166
 LW1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1166'6.8 MI NE FROM HOPE VALLEY.
 LW1166'ABOUT 1.2 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 138 FROM
 LW1166'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, THENCE 5.55 MILES
 LW1166'NORTHEAST ALONG INTERSTATE HIGHWAY 95, ABOUT 0.55 MILE NORTHEAST
 LW1166'OF THE I-95 OVERPASS OVER STATE HIGHWAY 165, ABOUT 0.4 MILE
 LW1166'SOUTHWEST OF THE AUSTIN FARM ROAD OVERPASS OVER I-95, SET ON THE
 LW1166'TOP OF A ROCK LEDGE WHICH IS 35-FEET LONG AND 2 FEET HIGH AND IS
 LW1166'PART OF A LONG LOW CUT, 58 FEET SOUTHEAST OF THE CENTER LINE
 LW1166'OF THE NORTHBOUND LANE OF THE HIGHWAY, 88 FEET NORTHEAST OF THE
 LW1166'SOUTHEAST END OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 0.9
 LW1166'FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE LEDGE AND 2 FEET
 LW1166'ABOVE THE LEVEL OF THE HIGHWAY.
 LW1166
 LW1166                          STATION RECOVERY (1984)
 LW1166
 LW1166'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1166'RECOVERED IN GOOD CONDITION.
 LW1166
 LW1166                          STATION RECOVERY (1987)
 LW1166
 LW1166'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1166'RECOVERED IN GOOD CONDITION.
 LW1166
 LW1166                          STATION RECOVERY (1988)
 LW1166
 LW1166'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1166'RECOVERED IN GOOD CONDITION.
 LW1166
 LW1166                          STATION RECOVERY (1989)
 LW1166
 LW1166'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1425 ***********************************************************************
 LW1425  DESIGNATION -  E 21
 LW1425  PID         -  LW1425
 LW1425  STATE/COUNTY-  RI/KENT
 LW1425  USGS QUAD   -  CROMPTON (1995)
 LW1425
 LW1425                         *CURRENT SURVEY CONTROL
 LW1425  ___________________________________________________________________
 LW1425* NAD 83(1986)-  41 42 02.     (N)    071 35 05.     (W)     SCALED    
 LW1425* NAVD 88     -        74.081  (meters)     243.05   (feet)  ADJUSTED  
 LW1425  ___________________________________________________________________
 LW1425  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW1425  DYNAMIC HT  -          74.056 (meters)     242.97  (feet)  COMP
 LW1425  MODELED GRAV-     980,278.5   (mgal)                       NAVD 88
 LW1425
 LW1425  VERT ORDER  -  SECOND    CLASS 0
 LW1425
 LW1425.The horizontal coordinates were scaled from a topographic map and have
 LW1425.an estimated accuracy of +/- 6 seconds.
 LW1425
 LW1425.The orthometric height was determined by differential leveling
 LW1425.and adjusted by the National Geodetic Survey in June 1991..
 LW1425
 LW1425.The geoid height was determined by GEOID03.
 LW1425
 LW1425.The dynamic height is computed by dividing the NAVD 88
 LW1425.geopotential number by the normal gravity value computed on the
 LW1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1425.degrees latitude (g = 980.6199 gals.).
 LW1425
 LW1425.The modeled gravity was interpolated from observed gravity values.
 LW1425
 LW1425;                    North         East    Units  Estimated Accuracy
 LW1425;SPC RI       -    68,550.       92,950.      MT  (+/- 180 meters Scaled)
 LW1425
 LW1425                          SUPERSEDED SURVEY CONTROL
 LW1425
 LW1425  NGVD 29 (??/??/92)   74.326  (m)          243.85   (f) ADJ UNCH    2 0
 LW1425
 LW1425.Superseded values are not recommended for survey control.
 LW1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1425.See file dsdata.txt to determine how the superseded data were derived.
 LW1425
 LW1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG849197(NAD 83)
 LW1425_MARKER: DB = BENCH MARK DISK
 LW1425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1425_SP_SET: CULVERT
 LW1425_STAMPING: E 21 1969
 LW1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1425
 LW1425  HISTORY     - Date     Condition        Report By
 LW1425  HISTORY     - 1969     MONUMENTED       CGS
 LW1425  HISTORY     - 1987     GOOD             USPSQD
 LW1425  HISTORY     - 1989     GOOD             USPSQD
 LW1425  HISTORY     - 19900331 GOOD             USPSQD
 LW1425
 LW1425                          STATION DESCRIPTION
 LW1425
 LW1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1425'1.1 MI W FROM COVENTRY.
 LW1425'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 117 FROM THE POST
 LW1425'OFFICE AT COVENTRY, ON THE OUTSIDE AND NEAR THE WEST END OF A
 LW1425'CURVE, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 LW1425'HEAD WALL FOR A 6-FOOT BOX CULVERT FOR A SMALL STREAM AND
 LW1425'UNDER THE HIGHWAY, 33.3 FEET NORTH OF THE CENTER LINE OF THE
 LW1425'HIGHWAY, 0.8 FOOT WEST OF THE EAST END OF THE HEAD WALL AND
 LW1425'2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LW1425
 LW1425                          STATION RECOVERY (1987)
 LW1425
 LW1425'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1425'RECOVERED IN GOOD CONDITION.
 LW1425
 LW1425                          STATION RECOVERY (1989)
 LW1425
 LW1425'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1425'RECOVERED IN GOOD CONDITION.
 LW1425
 LW1425                          STATION RECOVERY (1990)
 LW1425
 LW1425'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0991 ***********************************************************************
 LW0991  DESIGNATION -  E 22
 LW0991  PID         -  LW0991
 LW0991  STATE/COUNTY-  RI/WASHINGTON
 LW0991  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW0991
 LW0991                         *CURRENT SURVEY CONTROL
 LW0991  ___________________________________________________________________
 LW0991* NAD 83(1986)-  41 21 48.     (N)    071 41 09.     (W)     SCALED    
 LW0991* NAVD 88     -         6.906  (meters)      22.66   (feet)  ADJUSTED  
 LW0991  ___________________________________________________________________
 LW0991  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LW0991  DYNAMIC HT  -           6.904 (meters)      22.65  (feet)  COMP
 LW0991  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 LW0991
 LW0991  VERT ORDER  -  SECOND    CLASS 0
 LW0991
 LW0991.The horizontal coordinates were scaled from a topographic map and have
 LW0991.an estimated accuracy of +/- 6 seconds.
 LW0991
 LW0991.The orthometric height was determined by differential leveling
 LW0991.and adjusted by the National Geodetic Survey in June 1991..
 LW0991
 LW0991.The geoid height was determined by GEOID03.
 LW0991
 LW0991.The dynamic height is computed by dividing the NAVD 88
 LW0991.geopotential number by the normal gravity value computed on the
 LW0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0991.degrees latitude (g = 980.6199 gals.).
 LW0991
 LW0991.The modeled gravity was interpolated from observed gravity values.
 LW0991
 LW0991;                    North         East    Units  Estimated Accuracy
 LW0991;SPC RI       -    31,110.       84,450.      MT  (+/- 180 meters Scaled)
 LW0991
 LW0991                          SUPERSEDED SURVEY CONTROL
 LW0991
 LW0991  NGVD 29 (??/??/92)    7.191  (m)           23.59   (f) ADJ UNCH    2 0
 LW0991
 LW0991.Superseded values are not recommended for survey control.
 LW0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0991.See file dsdata.txt to determine how the superseded data were derived.
 LW0991
 LW0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF753825(NAD 83)
 LW0991_MARKER: DB = BENCH MARK DISK
 LW0991_SETTING: 80 = SET IN A BOULDER
 LW0991_SP_SET: BOULDER
 LW0991_STAMPING: E 22 1969
 LW0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0991+STABILITY: SURFACE MOTION
 LW0991
 LW0991  HISTORY     - Date     Condition        Report By
 LW0991  HISTORY     - 1969     MONUMENTED       CGS
 LW0991  HISTORY     - 1985     GOOD             USPSQD
 LW0991  HISTORY     - 1988     GOOD             USPSQD
 LW0991  HISTORY     - 1988     GOOD             USPSQD
 LW0991  HISTORY     - 1989     GOOD             USPSQD
 LW0991  HISTORY     - 1990     GOOD             USPSQD
 LW0991
 LW0991                          STATION DESCRIPTION
 LW0991
 LW0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0991'3 MI SW FROM CHARLESTOWN.
 LW0991'ABOUT 3.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 LW0991'OF STATE HIGHWAY 112 AND 2 AT CHARLESTOWN, IN THE FRONT LAWN OF
 LW0991'A ONE STORY STONE RESIDENCE, SET IN THE TOP OF THE SOUTHEAST EDGE OF
 LW0991'A 10-BY-5-FOOT BURIED BOULDER WHICH PROJECTS 1 1/2 FEET ABOVE THE
 LW0991'LEVEL OF THE GROUND, 83.5 FEET SOUTHEAST OF THE BOTTOM CONCRETE
 LW0991'STEP AT THE SOUTHEAST ENTRANCE TO THE ROCK HOUSE, 54 FEET
 LW0991'NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY,
 LW0991'55 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY AND 3 FEET
 LW0991'ABOVE THE LEVEL OF THE HIGHWAY.
 LW0991
 LW0991                          STATION RECOVERY (1985)
 LW0991
 LW0991'RECOVERY NOTE BY US POWER SQUADRON 1985
 LW0991'RECOVERED IN GOOD CONDITION.
 LW0991
 LW0991                          STATION RECOVERY (1988)
 LW0991
 LW0991'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0991'RECOVERED IN GOOD CONDITION.
 LW0991
 LW0991                          STATION RECOVERY (1988)
 LW0991
 LW0991'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0991'RECOVERED IN GOOD CONDITION.
 LW0991
 LW0991                          STATION RECOVERY (1989)
 LW0991
 LW0991'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0991'RECOVERED IN GOOD CONDITION.
 LW0991
 LW0991                          STATION RECOVERY (1990)
 LW0991
 LW0991'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1013 ***********************************************************************
 LW1013  DESIGNATION -  E 23
 LW1013  PID         -  LW1013
 LW1013  STATE/COUNTY-  RI/WASHINGTON
 LW1013  USGS QUAD   -  KINGSTON (1975)
 LW1013
 LW1013                         *CURRENT SURVEY CONTROL
 LW1013  ___________________________________________________________________
 LW1013* NAD 83(1986)-  41 28 52.     (N)    071 30 54.     (W)     SCALED    
 LW1013* NAVD 88     -        62.108  (meters)     203.77   (feet)  ADJUSTED  
 LW1013  ___________________________________________________________________
 LW1013  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LW1013  DYNAMIC HT  -          62.086 (meters)     203.69  (feet)  COMP
 LW1013  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 LW1013
 LW1013  VERT ORDER  -  SECOND    CLASS 0
 LW1013
 LW1013.The horizontal coordinates were scaled from a topographic map and have
 LW1013.an estimated accuracy of +/- 6 seconds.
 LW1013
 LW1013.The orthometric height was determined by differential leveling
 LW1013.and adjusted by the National Geodetic Survey in June 1991..
 LW1013
 LW1013.The geoid height was determined by GEOID03.
 LW1013
 LW1013.The dynamic height is computed by dividing the NAVD 88
 LW1013.geopotential number by the normal gravity value computed on the
 LW1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1013.degrees latitude (g = 980.6199 gals.).
 LW1013
 LW1013.The modeled gravity was interpolated from observed gravity values.
 LW1013
 LW1013;                    North         East    Units  Estimated Accuracy
 LW1013;SPC RI       -    44,180.       98,750.      MT  (+/- 180 meters Scaled)
 LW1013
 LW1013                          SUPERSEDED SURVEY CONTROL
 LW1013
 LW1013  NGVD 29 (??/??/92)   62.385  (m)          204.67   (f) ADJ UNCH    2 0
 LW1013
 LW1013.Superseded values are not recommended for survey control.
 LW1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1013.See file dsdata.txt to determine how the superseded data were derived.
 LW1013
 LW1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF900952(NAD 83)
 LW1013_MARKER: DB = BENCH MARK DISK
 LW1013_SETTING: 80 = SET IN A BOULDER
 LW1013_SP_SET: BOULDER
 LW1013_STAMPING: E 23 1969
 LW1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1013+STABILITY: SURFACE MOTION
 LW1013
 LW1013  HISTORY     - Date     Condition        Report By
 LW1013  HISTORY     - 1969     MONUMENTED       CGS
 LW1013  HISTORY     - 1987     GOOD             USPSQD
 LW1013  HISTORY     - 1988     GOOD             USPSQD
 LW1013  HISTORY     - 19881001 GOOD             USPSQD
 LW1013  HISTORY     - 1989     GOOD             USPSQD
 LW1013  HISTORY     - 1990     GOOD             USPSQD
 LW1013  HISTORY     - 19980921 GOOD             USPSQD
 LW1013
 LW1013                          STATION DESCRIPTION
 LW1013
 LW1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1013'0.3 MI E FROM KENYON.
 LW1013'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION
 LW1013'OF STATE HIGHWAY 108 AT KINGSTON, SET ON THE TOP AND AT THE
 LW1013'HIGHEST POINT OF A 6-BY-4-FOOT BURIED BOULDER WHICH PROJECTS
 LW1013'1 1/2 FEET ABOVE THE GROUND, 310 FEET EAST OF THE CENTER LINE
 LW1013'OF A DRIVEWAY LEADING NORTH TO A LARGE TWO-STORIED RESIDENCE,
 LW1013'27 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 LW1013'NORTHEAST OF POWER LINE POLE NO. 3075, NEAR THE EAST END OF A
 LW1013'ROW OF EVERGREEN TREES AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW1013'NOTE-- MARK IS ON PRIVATE PROPERTY.  PREMISSION GRANTED TO
 LW1013'ESTABLISH SAME.
 LW1013
 LW1013                          STATION RECOVERY (1987)
 LW1013
 LW1013'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW1013'RECOVERED IN GOOD CONDITION.
 LW1013
 LW1013                          STATION RECOVERY (1988)
 LW1013
 LW1013'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW1013'RECOVERED IN GOOD CONDITION.
 LW1013
 LW1013                          STATION RECOVERY (1988)
 LW1013
 LW1013'RECOVERY NOTE BY US POWER SQUADRON 1988 (WW)
 LW1013'RECOVERED IN GOOD CONDITION.
 LW1013
 LW1013                          STATION RECOVERY (1989)
 LW1013
 LW1013'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1013'RECOVERED IN GOOD CONDITION.
 LW1013
 LW1013                          STATION RECOVERY (1990)
 LW1013
 LW1013'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1013'RECOVERED IN GOOD CONDITION.
 LW1013
 LW1013                          STATION RECOVERY (1998)
 LW1013
 LW1013'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0338 ***********************************************************************
 LW0338  DESIGNATION -  E 24
 LW0338  PID         -  LW0338
 LW0338  STATE/COUNTY-  RI/PROVIDENCE
 LW0338  USGS QUAD   -  PROVIDENCE (1975)
 LW0338
 LW0338                         *CURRENT SURVEY CONTROL
 LW0338  ___________________________________________________________________
 LW0338* NAD 83(1986)-  41 47 47.     (N)    071 24 18.     (W)     SCALED    
 LW0338* NAVD 88     -         8.643  (meters)      28.36   (feet)  ADJUSTED  
 LW0338  ___________________________________________________________________
 LW0338  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW0338  DYNAMIC HT  -           8.640 (meters)      28.35  (feet)  COMP
 LW0338  MODELED GRAV-     980,314.6   (mgal)                       NAVD 88
 LW0338
 LW0338  VERT ORDER  -  SECOND    CLASS 0
 LW0338
 LW0338.The horizontal coordinates were scaled from a topographic map and have
 LW0338.an estimated accuracy of +/- 6 seconds.
 LW0338
 LW0338.The orthometric height was determined by differential leveling
 LW0338.and adjusted by the National Geodetic Survey in June 1991..
 LW0338
 LW0338.The geoid height was determined by GEOID03.
 LW0338
 LW0338.The dynamic height is computed by dividing the NAVD 88
 LW0338.geopotential number by the normal gravity value computed on the
 LW0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0338.degrees latitude (g = 980.6199 gals.).
 LW0338
 LW0338.The modeled gravity was interpolated from observed gravity values.
 LW0338
 LW0338;                    North         East    Units  Estimated Accuracy
 LW0338;SPC RI       -    79,200.      107,900.      MT  (+/- 180 meters Scaled)
 LW0338
 LW0338                          SUPERSEDED SURVEY CONTROL
 LW0338
 LW0338  NGVD 29 (??/??/92)    8.896  (m)           29.19   (f) ADJ UNCH    2 0
 LW0338
 LW0338.Superseded values are not recommended for survey control.
 LW0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0338.See file dsdata.txt to determine how the superseded data were derived.
 LW0338
 LW0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG001299(NAD 83)
 LW0338_MARKER: DB = BENCH MARK DISK
 LW0338_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0338_SP_SET: PIER
 LW0338_STAMPING: E 24 1969
 LW0338_MARK LOGO: CGS   
 LW0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0338
 LW0338  HISTORY     - Date     Condition        Report By
 LW0338  HISTORY     - 1969     MONUMENTED       CGS
 LW0338  HISTORY     - 1986     GOOD             RIGS
 LW0338
 LW0338                          STATION DESCRIPTION
 LW0338
 LW0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0338'1.6 MI SW FROM PROVIDENCE.
 LW0338'ABOUT 1.6 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0338'JUNCTION OF INTERSTATE HIGHWAY 195 AT PROVIDENCE, 0.3 MILE
 LW0338'NORTHEAST OF THE BROAD STREET OVERPASS, AT THE EDDY STREET
 LW0338'OVERPASS, ALONG THE NORTHBOUND LANE OF I 95, SET IN THE TOP OF
 LW0338'THE WEST CORNER AT THE SOUTHWEST END OF THE CONCRETE BASE FOR
 LW0338'THE FIRST CONCRETE PIER SOUTHEAST OF I 95, AT THE EDDY STREET
 LW0338'OVERPASS OVER I 95 AND A BRANCH LINE OF THE PENN CENTRAL
 LW0338'RAILROAD, 21 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK,
 LW0338'2.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF I 95 AND 2 FEET
 LW0338'ABOVE THE LEVEL OF THE HIGHWAY.
 LW0338
 LW0338                          STATION RECOVERY (1986)
 LW0338
 LW0338'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1191 ***********************************************************************
 LW1191  DESIGNATION -  E 25
 LW1191  PID         -  LW1191
 LW1191  STATE/COUNTY-  RI/PROVIDENCE
 LW1191  USGS QUAD   -  CLAYVILLE (1975)
 LW1191
 LW1191                         *CURRENT SURVEY CONTROL
 LW1191  ___________________________________________________________________
 LW1191* NAD 83(1986)-  41 51 30.     (N)    071 40 36.     (W)     SCALED    
 LW1191* NAVD 88     -       200.306  (meters)     657.17   (feet)  ADJUSTED  
 LW1191  ___________________________________________________________________
 LW1191  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW1191  DYNAMIC HT  -         200.237 (meters)     656.94  (feet)  COMP
 LW1191  MODELED GRAV-     980,272.8   (mgal)                       NAVD 88
 LW1191
 LW1191  VERT ORDER  -  SECOND    CLASS 0
 LW1191
 LW1191.The horizontal coordinates were scaled from a topographic map and have
 LW1191.an estimated accuracy of +/- 6 seconds.
 LW1191
 LW1191.The orthometric height was determined by differential leveling
 LW1191.and adjusted by the National Geodetic Survey in June 1991..
 LW1191
 LW1191.The geoid height was determined by GEOID03.
 LW1191
 LW1191.The dynamic height is computed by dividing the NAVD 88
 LW1191.geopotential number by the normal gravity value computed on the
 LW1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1191.degrees latitude (g = 980.6199 gals.).
 LW1191
 LW1191.The modeled gravity was interpolated from observed gravity values.
 LW1191
 LW1191;                    North         East    Units  Estimated Accuracy
 LW1191;SPC RI       -    86,090.       85,330.      MT  (+/- 180 meters Scaled)
 LW1191
 LW1191                          SUPERSEDED SURVEY CONTROL
 LW1191
 LW1191  NGVD 29 (??/??/92)  200.548  (m)          657.96   (f) ADJ UNCH    2 0
 LW1191
 LW1191.Superseded values are not recommended for survey control.
 LW1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1191.See file dsdata.txt to determine how the superseded data were derived.
 LW1191
 LW1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG778375(NAD 83)
 LW1191_MARKER: DB = BENCH MARK DISK
 LW1191_SETTING: 80 = SET IN A BOULDER
 LW1191_SP_SET: BOULDER
 LW1191_STAMPING: E 25 1969
 LW1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1191+STABILITY: SURFACE MOTION
 LW1191
 LW1191  HISTORY     - Date     Condition        Report By
 LW1191  HISTORY     - 1969     MONUMENTED       CGS
 LW1191  HISTORY     - 1988     GOOD             USPSQD
 LW1191  HISTORY     - 19900331 GOOD             USPSQD
 LW1191
 LW1191                          STATION DESCRIPTION
 LW1191
 LW1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1191'4.2 MI S FROM CHEPACHET.
 LW1191'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1191'JUNCTION OF STATE HIGHWAY 44 AT CHEPACHET, 138 FEET SOUTH OF THE
 LW1191'CENTER OF THE JUNCTION OF A NARROW GRAVELED ROAD LEADING EAST,
 LW1191'ALONG THE SOUTH SLOPE OF A HILL, SET IN THE TOP OF A FLAT ROCK
 LW1191'WHICH COVER A LARGE AREA, 40 FEET NORTH OF POWER LINE POLE 5,
 LW1191'22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.6 FEET EAST OF
 LW1191'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY.
 LW1191
 LW1191                          STATION RECOVERY (1988)
 LW1191
 LW1191'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1191'RECOVERED IN GOOD CONDITION.
 LW1191
 LW1191                          STATION RECOVERY (1990)
 LW1191
 LW1191'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1273 ***********************************************************************
 LW1273  DESIGNATION -  E 26
 LW1273  PID         -  LW1273
 LW1273  STATE/COUNTY-  RI/PROVIDENCE
 LW1273  USGS QUAD   -  CLAYVILLE (1975)
 LW1273
 LW1273                         *CURRENT SURVEY CONTROL
 LW1273  ___________________________________________________________________
 LW1273* NAD 83(1986)-  41 49 54.     (N)    071 39 07.     (W)     SCALED    
 LW1273* NAVD 88     -       173.309  (meters)     568.60   (feet)  ADJUSTED  
 LW1273  ___________________________________________________________________
 LW1273  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW1273  DYNAMIC HT  -         173.250 (meters)     568.40  (feet)  COMP
 LW1273  MODELED GRAV-     980,276.0   (mgal)                       NAVD 88
 LW1273
 LW1273  VERT ORDER  -  SECOND    CLASS 0
 LW1273
 LW1273.The horizontal coordinates were scaled from a topographic map and have
 LW1273.an estimated accuracy of +/- 6 seconds.
 LW1273
 LW1273.The orthometric height was determined by differential leveling
 LW1273.and adjusted by the National Geodetic Survey in June 1991..
 LW1273
 LW1273.The geoid height was determined by GEOID03.
 LW1273
 LW1273.The dynamic height is computed by dividing the NAVD 88
 LW1273.geopotential number by the normal gravity value computed on the
 LW1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1273.degrees latitude (g = 980.6199 gals.).
 LW1273
 LW1273.The modeled gravity was interpolated from observed gravity values.
 LW1273
 LW1273;                    North         East    Units  Estimated Accuracy
 LW1273;SPC RI       -    83,120.       87,380.      MT  (+/- 180 meters Scaled)
 LW1273
 LW1273                          SUPERSEDED SURVEY CONTROL
 LW1273
 LW1273  NGVD 29 (??/??/92)  173.553  (m)          569.40   (f) ADJ UNCH    2 0
 LW1273
 LW1273.Superseded values are not recommended for survey control.
 LW1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1273.See file dsdata.txt to determine how the superseded data were derived.
 LW1273
 LW1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG797344(NAD 83)
 LW1273_MARKER: DB = BENCH MARK DISK
 LW1273_SETTING: 80 = SET IN A BOULDER
 LW1273_SP_SET: BOULDER
 LW1273_STAMPING: E 26 1969
 LW1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1273+STABILITY: SURFACE MOTION
 LW1273
 LW1273  HISTORY     - Date     Condition        Report By
 LW1273  HISTORY     - 1969     MONUMENTED       CGS
 LW1273  HISTORY     - 1988     GOOD             USPSQD
 LW1273
 LW1273                          STATION DESCRIPTION
 LW1273
 LW1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1273'4 MI NW FROM NORTH SCITUATE.
 LW1273'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1273'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 3.65 MILES WEST ALONG
 LW1273'U.S. HIGHWAY 6, ABOUT 4.5 MILES EAST ALONG U.S. HIGHWAY 6 FROM
 LW1273'THE INTERSECTION OF STATE HIGHWAY 94 AT SIMMONS CORNER, ABOUT 1.05
 LW1273'MILES EAST OF THE INTERSECTION OF STATE HIGHWAY 102, SET IN THE
 LW1273'TOP OF A ROUND TOP IMBEDDED BOULDER WHICH IS 6 FEET LONG AND
 LW1273'PROJECTS 1 1/2 FEET ABOVE THE GROUND, 55.8 FEET NORTH OF THE
 LW1273'CENTER LINE OF THE HIGHWAY, 12 FEET WEST OF THE WEST EDGE OF A
 LW1273'LARGE BOULDER WHICH APPEARS TO HAVE SPLIT, ABOUT 2 1/2 FEET
 LW1273'ABOVE THE LEVEL OF THE HIGHWAY.
 LW1273
 LW1273                          STATION RECOVERY (1988)
 LW1273
 LW1273'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0566 ***********************************************************************
 LW0566  DESIGNATION -  E 27
 LW0566  PID         -  LW0566
 LW0566  STATE/COUNTY-  RI/BRISTOL
 LW0566  USGS QUAD   -  BRISTOL (1975)
 LW0566
 LW0566                         *CURRENT SURVEY CONTROL
 LW0566  ___________________________________________________________________
 LW0566* NAD 83(1986)-  41 39 54.     (N)    071 16 29.     (W)     SCALED    
 LW0566* NAVD 88     -         3.611  (meters)      11.85   (feet)  ADJUSTED  
 LW0566  ___________________________________________________________________
 LW0566  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW0566  DYNAMIC HT  -           3.610 (meters)      11.84  (feet)  COMP
 LW0566  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 LW0566
 LW0566  VERT ORDER  -  SECOND    CLASS 0
 LW0566
 LW0566.The horizontal coordinates were scaled from a topographic map and have
 LW0566.an estimated accuracy of +/- 6 seconds.
 LW0566
 LW0566.The orthometric height was determined by differential leveling
 LW0566.and adjusted by the National Geodetic Survey in June 1991..
 LW0566
 LW0566.The geoid height was determined by GEOID03.
 LW0566
 LW0566.The dynamic height is computed by dividing the NAVD 88
 LW0566.geopotential number by the normal gravity value computed on the
 LW0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0566.degrees latitude (g = 980.6199 gals.).
 LW0566
 LW0566.The modeled gravity was interpolated from observed gravity values.
 LW0566
 LW0566;                    North         East    Units  Estimated Accuracy
 LW0566;SPC RI       -    64,630.      118,760.      MT  (+/- 180 meters Scaled)
 LW0566
 LW0566                          SUPERSEDED SURVEY CONTROL
 LW0566
 LW0566  NGVD 29 (??/??/92)    3.870  (m)           12.70   (f) ADJ UNCH    2 0
 LW0566
 LW0566.Superseded values are not recommended for survey control.
 LW0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0566.See file dsdata.txt to determine how the superseded data were derived.
 LW0566
 LW0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG106150(NAD 83)
 LW0566_MARKER: DB = BENCH MARK DISK
 LW0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0566_SP_SET: RETAINING
 LW0566_STAMPING: E 27 1969
 LW0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0566
 LW0566  HISTORY     - Date     Condition        Report By
 LW0566  HISTORY     - 1969     MONUMENTED       CGS
 LW0566  HISTORY     - 20050203 MARK NOT FOUND   USPSQD
 LW0566
 LW0566                          STATION DESCRIPTION
 LW0566
 LW0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0566'0.4 MI S FROM BRISTOL.
 LW0566'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 114 (HOPE STREET) FROM
 LW0566'THE POST OFFICE AT BRISTOL, NEAR THE JUNCTION OF SUMMER STREET,
 LW0566'SET ON THE TOP AND 4.3 FEET SOUTH OF THE NORTH END OF A CONCRETE
 LW0566'RETAINING WALL USED FOR A FLOOD WALL, 67 FEET SOUTH OF THE
 LW0566'EXTENDED CENTER LINE OF SUMMER STREET LEADING EAST, 11.5 FEET
 LW0566'WEST OF THE WEST CURB OF THE HIGHWAY AND ABOUT 2 1/2 FEET ABOVE
 LW0566'THE LEVEL OF THE SIDEWALK.
 LW0566
 LW0566                          STATION RECOVERY (2005)
 LW0566
 LW0566'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW0566'DISK WAS MISSING BUT MOUNTING HOLE IN WALL STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0235 ***********************************************************************
 LW0235  CBN         -  This is a Cooperative Base Network Control Station.
 LW0235  DESIGNATION -  E 28
 LW0235  PID         -  LW0235
 LW0235  STATE/COUNTY-  RI/NEWPORT
 LW0235  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0235
 LW0235                         *CURRENT SURVEY CONTROL
 LW0235  ___________________________________________________________________
 LW0235* NAD 83(1996)-  41 35 47.33366(N)    071 15 47.08670(W)     ADJUSTED  
 LW0235* NAVD 88     -        57.097  (meters)     187.33   (feet)  ADJUSTED  
 LW0235  ___________________________________________________________________
 LW0235  X           -   1,534,448.752 (meters)                     COMP
 LW0235  Y           -  -4,523,732.754 (meters)                     COMP
 LW0235  Z           -   4,212,210.009 (meters)                     COMP
 LW0235  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LW0235  ELLIP HEIGHT-          27.36  (meters)          (06/22/01) GPS OBS
 LW0235  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW0235  DYNAMIC HT  -          57.079 (meters)     187.27  (feet)  COMP
 LW0235  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 LW0235
 LW0235  HORZ ORDER  -  A
 LW0235  VERT ORDER  -  SECOND    CLASS 0
 LW0235  ELLP ORDER  -  FOURTH    CLASS I
 LW0235
 LW0235.The horizontal coordinates were established by GPS observations
 LW0235.and adjusted by the National Geodetic Survey in June 2001..
 LW0235
 LW0235.The orthometric height was determined by differential leveling
 LW0235.and adjusted by the National Geodetic Survey in June 1991..
 LW0235
 LW0235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW0235
 LW0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0235
 LW0235.The ellipsoidal height was determined by GPS observations
 LW0235.and is referenced to NAD 83.
 LW0235
 LW0235.The geoid height was determined by GEOID03.
 LW0235
 LW0235.The dynamic height is computed by dividing the NAVD 88
 LW0235.geopotential number by the normal gravity value computed on the
 LW0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0235.degrees latitude (g = 980.6199 gals.).
 LW0235
 LW0235.The modeled gravity was interpolated from observed gravity values.
 LW0235
 LW0235;                    North         East     Units Scale Factor Converg.
 LW0235;SPC RI       -    57,017.248   119,752.437   MT  0.99999855   +0 09 26.2
 LW0235;SPC RI       -   187,064.09    392,887.79   sFT  0.99999855   +0 09 26.2
 LW0235;UTM  19      - 4,607,449.150   311,391.807   MT  1.00003778   -1 30 10.3
 LW0235
 LW0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0235!SPC RI       -   0.99999571  x   0.99999855  =   0.99999426
 LW0235!UTM  19      -   0.99999571  x   1.00003778  =   1.00003349
 LW0235
 LW0235                          SUPERSEDED SURVEY CONTROL
 LW0235
 LW0235  NAVD 88 (06/22/01)   57.10   (m)          187.3    (f) LEVELING    3  
 LW0235  NGVD 29 (??/??/92)   57.359  (m)          188.19   (f) ADJ UNCH    2 0
 LW0235
 LW0235.Superseded values are not recommended for survey control.
 LW0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0235.See file dsdata.txt to determine how the superseded data were derived.
 LW0235
 LW0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1139207449(NAD 83)
 LW0235_MARKER: DB = BENCH MARK DISK
 LW0235_SETTING: 66 = SET IN ROCK OUTCROP
 LW0235_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW0235_STAMPING: E 28 1969
 LW0235_MARK LOGO: CGS   
 LW0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0235+STABILITY: POSITION/ELEVATION WELL
 LW0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0235+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2006
 LW0235
 LW0235  HISTORY     - Date     Condition        Report By
 LW0235  HISTORY     - 1969     MONUMENTED       CGS
 LW0235  HISTORY     - 19871201 GOOD             RIGS
 LW0235  HISTORY     - 20000726 GOOD             RIDT
 LW0235  HISTORY     - 20031022 GOOD             EASTOP
 LW0235  HISTORY     - 20060705 GOOD             USPSQD
 LW0235
 LW0235                          STATION DESCRIPTION
 LW0235
 LW0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0235'8.6 MI N FROM NEWPORT.
 LW0235'ABOUT 8.65 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0235'THE BROADWAY BRANCH POST OFFICE BUILDING AT NEWPORT, 0.45
 LW0235'MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 24, 0.2 MILE
 LW0235'NORTH OF THE JUNCTION OF HEDLEY STREET LEADING EAST, SET IN THE
 LW0235'TOP OF A 6-BY-1 1/2 FEET EXPOSED PORTION OF A MASS OF BEDROCK
 LW0235'WHICH IS FLUSH WITH THE GROUND, 90 FEET WEST OF AND ACROSS THE
 LW0235'HIGHWAY FROM THE NORTHEAST END OF A LARGE SLATE ROCK CUT ALONG
 LW0235'THE SOUTHEAST SIDE OF THE HIGHWAY, 229 FEET NORTHEAST OF A FIRE
 LW0235'HYDRANT, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 LW0235'37 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 114 AND
 LW0235'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED
 LW0235'BY GOING 3.65 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM
 LW0235'THE WEST END OF THE HIGHWAY BRIDGE OVER THE SAKONNET RIVER AT
 LW0235'PORTSMOUTH, THENCE 0.45 MILE SOUTH ALONG STATE HIGHWAY 114.
 LW0235
 LW0235                          STATION RECOVERY (1987)
 LW0235
 LW0235'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0235'THE STATION IS LOCATED ABOUT 1.04 KM (0.65 MI) WEST OF PORTSMOUTH
 LW0235'CENTER.  OWNERSHIP-- STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW0235'THE NEWPORT WATER WORKS BUILDING, GO NORTH FOR 4.1 KM (2.55 MI) ON
 LW0235'STATE HIGHWAY 114 TO THE STATION ON THE LEFT.  IT IS 22.6 M (74.1 FT)
 LW0235'SOUTHWEST FROM A UTILITY POLE NET+T CO 58, 14.2 M (46.6 FT) NORTH
 LW0235'NORTHEAST FROM UTILITY POLE NET+T CO 59, 7.2 M (23.6 FT) NORTHWEST
 LW0235'FROM THE CENTERLINE OF TWO TRAVEL LANES OF STATE HIGHWAY 114
 LW0235'SOUTHBOUND, 1.75 M (5.7 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW0235'THE MARK IS SET INTO A DRILL HOLE IN ROCK OUTCROP OF 1.5 M (4.9 FT)
 LW0235'LARGEST DIMENSION.
 LW0235
 LW0235                          STATION RECOVERY (2000)
 LW0235
 LW0235'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW0235'THE STATION IS LOCATED IN PORTSMOUTH, RI ABOUT 0.8 MI (1.3 KM)
 LW0235'SOUTHWEST OF PORTSMOUTH CENTER, 5.3 MI (8.5 KM) SOUTH OF BRISTOL
 LW0235'CENTER, 7.7 MI (12.4 KM) NORTH-NORTHEAST OF NEWPORT CENTER AND 0.2
 LW0235'MI (0.3 KM) NORTH OF THE JUNCTION OF STATE HIGHWAY 114 AND HEDLEY
 LW0235'STREET ON STATE HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM
 LW0235'THE WEST END OF THE BRIDGE OVER THE SAKONNET RIVER (STATE
 LW0235'HIGHWAY 24), GO SOUTHWEST ALONG STATE HIGHWAY 24 FOR 3.8 MI (6.1
 LW0235'KM) TO THE STATE HIGHWAY 114 MERGER, THEN GO SOUTH ON STATE
 LW0235'HIGHWAY 114 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.  IT IS A
 LW0235'CGS BENCH MARK DISK SET IN A DRILL HOLE IN A 6 FT (1.8 M) BY 1.5 FT
 LW0235'(0.5 M)
 LW0235'SECTION OF EXPOSED BEDROCK FLUSH WITH GROUND LEVEL.  IT IS 69.4 M
 LW0235'(227.7 FT) NORTHEAST OF A FIRE HYDRANT, 27 M (88.6 FT) WEST OF AND
 LW0235'ACROSS THE HIGHWAY FROM THE NORTH END OF A LARGE ROCK CUT, 14.2
 LW0235'M (46.6 FT) SOUTHEAST FROM THE CENTER OF A PAVED ROAD (OLD ROUTE
 LW0235'114), 14.2 M (46.6 FT) NORTH-NORTHEAST FROM UTILITY POLE NUMBER 59
 LW0235'AND 11.2 M (36.7 FT) NORTHWEST OF THE CENTER OF HIGHWAY 114.
 LW0235'DESCRIBED BY TOM TAIT.
 LW0235'
 LW0235
 LW0235                          STATION RECOVERY (2003)
 LW0235
 LW0235'RECOVERY NOTE BY EASTERN TOPOGRAPHICS 2003 (DJ)
 LW0235'RECOVERED IN GOOD CONDITION.
 LW0235
 LW0235                          STATION RECOVERY (2006)
 LW0235
 LW0235'RECOVERY NOTE BY US POWER SQUADRON 2006 (TLG)
 LW0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1221 ***********************************************************************
 LW1221  DESIGNATION -  E 29
 LW1221  PID         -  LW1221
 LW1221  STATE/COUNTY-  RI/PROVIDENCE
 LW1221  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1221
 LW1221                         *CURRENT SURVEY CONTROL
 LW1221  ___________________________________________________________________
 LW1221* NAD 83(1986)-  41 59 20.     (N)    071 30 35.     (W)     SCALED    
 LW1221* NAVD 88     -        88.890  (meters)     291.63   (feet)  ADJUSTED  
 LW1221  ___________________________________________________________________
 LW1221  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LW1221  DYNAMIC HT  -          88.862 (meters)     291.54  (feet)  COMP
 LW1221  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 LW1221
 LW1221  VERT ORDER  -  SECOND    CLASS 0
 LW1221
 LW1221.The horizontal coordinates were scaled from a topographic map and have
 LW1221.an estimated accuracy of +/- 6 seconds.
 LW1221
 LW1221.The orthometric height was determined by differential leveling
 LW1221.and adjusted by the National Geodetic Survey in June 1991..
 LW1221
 LW1221.The geoid height was determined by GEOID03.
 LW1221
 LW1221.The dynamic height is computed by dividing the NAVD 88
 LW1221.geopotential number by the normal gravity value computed on the
 LW1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1221.degrees latitude (g = 980.6199 gals.).
 LW1221
 LW1221.The modeled gravity was interpolated from observed gravity values.
 LW1221
 LW1221;                    North         East    Units  Estimated Accuracy
 LW1221;SPC RI       -   100,570.       99,190.      MT  (+/- 180 meters Scaled)
 LW1221
 LW1221                          SUPERSEDED SURVEY CONTROL
 LW1221
 LW1221  NGVD 29 (??/??/92)   89.128  (m)          292.41   (f) ADJ UNCH    2 0
 LW1221
 LW1221.Superseded values are not recommended for survey control.
 LW1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1221.See file dsdata.txt to determine how the superseded data were derived.
 LW1221
 LW1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG921515(NAD 83)
 LW1221_MARKER: DB = BENCH MARK DISK
 LW1221_SETTING: 66 = SET IN ROCK OUTCROP
 LW1221_SP_SET: ROCK LEDGE
 LW1221_STAMPING: E 29 1969
 LW1221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1221+STABILITY: POSITION/ELEVATION WELL
 LW1221
 LW1221  HISTORY     - Date     Condition        Report By
 LW1221  HISTORY     - 1969     MONUMENTED       CGS
 LW1221  HISTORY     - 1985     GOOD             LOCSUR
 LW1221  HISTORY     - 1985     GOOD             LOCSUR
 LW1221  HISTORY     - 1987     GOOD             USPSQD
 LW1221  HISTORY     - 1988     GOOD             USPSQD
 LW1221
 LW1221                          STATION DESCRIPTION
 LW1221
 LW1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1221'AT WOONSOCKET.
 LW1221'AT WOONSOCKET, ABOUT 1.1 MILES SOUTH ALONG PARK AVENUE FROM THE
 LW1221'JUNCTION OF STATE HIGHWAY 122, THENCE 0.25 MILE EAST ALONG
 LW1221'CARNATION STREET, THENCE ABOUT 75 YARDS NORTH ALONG KNIGHT
 LW1221'STREET, 62 FEET SOUTH OF THE CENTER OF THE JUNCTION OF KNIGHT
 LW1221'STREET, BERNARD AVENUE AND BROADWAY, SET IN THE TOP OF A ROCK
 LW1221'LEDGE WHICH IS 6 FEET LONG AND 1 1/2 FEET HIGH AND IS AT THE
 LW1221'NORTHEAST END OF A LARGE MASS OF ROCKS, 8 FEET SOUTHEAST OF
 LW1221'THE SOUTHEAST CURB OF KNIGHT STREET, 1.6 FEET NORTH OF THE WEST
 LW1221'CORNER OF A SURFACE BOULDER AND 1 1/2 FEET ABOVE THE LEVEL OF
 LW1221'THE STREET.
 LW1221
 LW1221                          STATION RECOVERY (1985)
 LW1221
 LW1221'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW1221'RECOVERED IN GOOD CONDITION.
 LW1221
 LW1221                          STATION RECOVERY (1985)
 LW1221
 LW1221'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW1221'RECOVERED IN GOOD CONDITION.
 LW1221
 LW1221                          STATION RECOVERY (1987)
 LW1221
 LW1221'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1221'RECOVERED IN GOOD CONDITION.
 LW1221
 LW1221                          STATION RECOVERY (1988)
 LW1221
 LW1221'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0588 ***********************************************************************
 LW0588  DESIGNATION -  E 3
 LW0588  PID         -  LW0588
 LW0588  STATE/COUNTY-  RI/NEWPORT
 LW0588  USGS QUAD   -  NEWPORT (1975)
 LW0588
 LW0588                         *CURRENT SURVEY CONTROL
 LW0588  ___________________________________________________________________
 LW0588* NAD 83(1986)-  41 29 14.     (N)    071 15 10.     (W)     SCALED    
 LW0588* NAVD 88     -         1.518  (meters)       4.98   (feet)  ADJUSTED  
 LW0588  ___________________________________________________________________
 LW0588  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW0588  DYNAMIC HT  -           1.517 (meters)       4.98  (feet)  COMP
 LW0588  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 LW0588
 LW0588  VERT ORDER  -  SECOND    CLASS 0
 LW0588
 LW0588.The horizontal coordinates were scaled from a topographic map and have
 LW0588.an estimated accuracy of +/- 6 seconds.
 LW0588
 LW0588.The orthometric height was determined by differential leveling
 LW0588.and adjusted by the National Geodetic Survey in June 1991..
 LW0588
 LW0588.The geoid height was determined by GEOID03.
 LW0588
 LW0588.The dynamic height is computed by dividing the NAVD 88
 LW0588.geopotential number by the normal gravity value computed on the
 LW0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0588.degrees latitude (g = 980.6199 gals.).
 LW0588
 LW0588.The modeled gravity was interpolated from observed gravity values.
 LW0588
 LW0588;                    North         East    Units  Estimated Accuracy
 LW0588;SPC RI       -    44,890.      120,650.      MT  (+/- 180 meters Scaled)
 LW0588
 LW0588                          SUPERSEDED SURVEY CONTROL
 LW0588
 LW0588  NGVD 29 (??/??/92)    1.795  (m)            5.89   (f) ADJ UNCH    2 0
 LW0588
 LW0588.Superseded values are not recommended for survey control.
 LW0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0588.See file dsdata.txt to determine how the superseded data were derived.
 LW0588
 LW0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF119952(NAD 83)
 LW0588_MARKER: DB = BENCH MARK DISK
 LW0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0588+STABILITY: SURFACE MOTION
 LW0588
 LW0588  HISTORY     - Date     Condition        Report By
 LW0588  HISTORY     - UNK      MONUMENTED       CGS
 LW0588  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0588  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0588
 LW0588                          STATION DESCRIPTION
 LW0588
 LW0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0588'3.9 MI E FROM NEWPORT.
 LW0588'3.9 MILES EAST ALONG THE SACHUSET POINT ROAD FROM THE POST
 LW0588'OFFICE AT NEWPORT, AT MIDDLETOWN, AT THE Y-JUNCTION OF A ROAD
 LW0588'LEADING EAST, IN THE POINT OF THE WYE, 44 FEET EAST OF THE
 LW0588'CENTER LINE OF THE SIDE ROAD, 25 FEET NORTHEAST OF THE CENTER
 LW0588'LINE OF THE MAIN ROAD, 2.6 FEET SOUTHWEST OF POLE 16, AND 1.9
 LW0588'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE
 LW0588'TOP OF A CONCRETE POST.  NOTE-- SEARCHED FOR BUT NOT RECOVERED THIS
 LW0588'DATE.  THE AREA HAS BEEN COVERED WITH BLOWING SAND AND MARK MAY
 LW0588'BE BURIED.
 LW0588
 LW0588                          STATION RECOVERY (1989)
 LW0588
 LW0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0322 ***********************************************************************
 LW0322  DESIGNATION -  E 30
 LW0322  PID         -  LW0322
 LW0322  STATE/COUNTY-  RI/PROVIDENCE
 LW0322  USGS QUAD   -  PAWTUCKET (1975)
 LW0322
 LW0322                         *CURRENT SURVEY CONTROL
 LW0322  ___________________________________________________________________
 LW0322* NAD 83(1986)-  41 53 05.     (N)    071 22 43.     (W)     SCALED    
 LW0322* NAVD 88     -        19.325  (meters)      63.40   (feet)  ADJUSTED  
 LW0322  ___________________________________________________________________
 LW0322  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LW0322  DYNAMIC HT  -          19.319 (meters)      63.38  (feet)  COMP
 LW0322  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 LW0322
 LW0322  VERT ORDER  -  SECOND    CLASS 0
 LW0322
 LW0322.The horizontal coordinates were scaled from a topographic map and have
 LW0322.an estimated accuracy of +/- 6 seconds.
 LW0322
 LW0322.The orthometric height was determined by differential leveling
 LW0322.and adjusted by the National Geodetic Survey in June 1991..
 LW0322
 LW0322.The geoid height was determined by GEOID03.
 LW0322
 LW0322.The dynamic height is computed by dividing the NAVD 88
 LW0322.geopotential number by the normal gravity value computed on the
 LW0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0322.degrees latitude (g = 980.6199 gals.).
 LW0322
 LW0322.The modeled gravity was interpolated from observed gravity values.
 LW0322
 LW0322;                    North         East    Units  Estimated Accuracy
 LW0322;SPC RI       -    89,010.      110,080.      MT  (+/- 180 meters Scaled)
 LW0322
 LW0322                          SUPERSEDED SURVEY CONTROL
 LW0322
 LW0322  NGVD 29 (??/??/92)   19.568  (m)           64.20   (f) ADJ UNCH    2 0
 LW0322
 LW0322.Superseded values are not recommended for survey control.
 LW0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0322.See file dsdata.txt to determine how the superseded data were derived.
 LW0322
 LW0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG026397(NAD 83)
 LW0322_MARKER: DB = BENCH MARK DISK
 LW0322_SETTING: 66 = SET IN ROCK OUTCROP
 LW0322_SP_SET: ROCK LEDGE
 LW0322_STAMPING: E 30 1969
 LW0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0322+STABILITY: POSITION/ELEVATION WELL
 LW0322
 LW0322  HISTORY     - Date     Condition        Report By
 LW0322  HISTORY     - 1969     MONUMENTED       CGS
 LW0322  HISTORY     - 1985     GOOD             LOCSUR
 LW0322  HISTORY     - 1985     GOOD             LOCSUR
 LW0322
 LW0322                          STATION DESCRIPTION
 LW0322
 LW0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0322'AT PAWTUCKET.
 LW0322'AT PAWTUCKET, ABOUT 0.35 MILE NORTHEAST ALONG INTERSTATE HIGHWAY
 LW0322'95 FROM THE EXCHANGE STREET OVERPASS OVER I 95, ABOUT 98 YARDS
 LW0322'SOUTH OF THE SOUTH END OF THE EAST ABUTMENT OF THE CENTRAL AVENUE
 LW0322'OVERPASS OVER THE HIGHWAY, 205 FEET NORTH OF THE NORTHWEST END
 LW0322'OF THE NORTHEAST ABUTMENT OF THE PARK STREET OVERPASS OVER THE
 LW0322'HIGHWAY, SET IN THE TOP OF A SLOPING LEDGE OF ROCK WHICH IS NEAR
 LW0322'THE WEST FACE OF A 15 FEET HIGH ROCK CUT, 36 FEET EAST OF THE
 LW0322'CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY AND 2 1/2 FEET
 LW0322'ABOVE THE LEVEL OF THE HIGHWAY.
 LW0322
 LW0322                          STATION RECOVERY (1985)
 LW0322
 LW0322'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0322'RECOVERED IN GOOD CONDITION.
 LW0322
 LW0322                          STATION RECOVERY (1985)
 LW0322
 LW0322'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0330 ***********************************************************************
 LW0330  DESIGNATION -  E 31
 LW0330  PID         -  LW0330
 LW0330  STATE/COUNTY-  RI/PROVIDENCE
 LW0330  USGS QUAD   -  PROVIDENCE (1975)
 LW0330
 LW0330                         *CURRENT SURVEY CONTROL
 LW0330  ___________________________________________________________________
 LW0330* NAD 83(1986)-  41 50 39.     (N)    071 24 39.     (W)     SCALED    
 LW0330* NAVD 88     -        10.386  (meters)      34.07   (feet)  ADJUSTED  
 LW0330  ___________________________________________________________________
 LW0330  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW0330  DYNAMIC HT  -          10.383 (meters)      34.06  (feet)  COMP
 LW0330  MODELED GRAV-     980,321.9   (mgal)                       NAVD 88
 LW0330
 LW0330  VERT ORDER  -  SECOND    CLASS 0
 LW0330
 LW0330.The horizontal coordinates were scaled from a topographic map and have
 LW0330.an estimated accuracy of +/- 6 seconds.
 LW0330
 LW0330.The orthometric height was determined by differential leveling
 LW0330.and adjusted by the National Geodetic Survey in June 1991..
 LW0330
 LW0330.The geoid height was determined by GEOID03.
 LW0330
 LW0330.The dynamic height is computed by dividing the NAVD 88
 LW0330.geopotential number by the normal gravity value computed on the
 LW0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0330.degrees latitude (g = 980.6199 gals.).
 LW0330
 LW0330.The modeled gravity was interpolated from observed gravity values.
 LW0330
 LW0330;                    North         East    Units  Estimated Accuracy
 LW0330;SPC RI       -    84,500.      107,410.      MT  (+/- 180 meters Scaled)
 LW0330
 LW0330                          SUPERSEDED SURVEY CONTROL
 LW0330
 LW0330  NGVD 29 (??/??/92)   10.635  (m)           34.89   (f) ADJ UNCH    2 0
 LW0330
 LW0330.Superseded values are not recommended for survey control.
 LW0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0330.See file dsdata.txt to determine how the superseded data were derived.
 LW0330
 LW0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG998352(NAD 83)
 LW0330_MARKER: DB = BENCH MARK DISK
 LW0330_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW0330_SP_SET: HEADWALL
 LW0330_STAMPING: E 31 1969
 LW0330_MARK LOGO: CGS   
 LW0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0330+STABILITY: SURFACE MOTION
 LW0330
 LW0330  HISTORY     - Date     Condition        Report By
 LW0330  HISTORY     - 1969     MONUMENTED       CGS
 LW0330  HISTORY     - 1985     GOOD             RIGS
 LW0330
 LW0330                          STATION DESCRIPTION
 LW0330
 LW0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0330'AT PROVIDENCE.
 LW0330'AT PROVIDENCE, ABOUT 0.9 MILE NORTHEAST ALONG INTERSTATE HIGHWAY
 LW0330'95 FROM THE SMITH STREET OVERPASS OVER I 95, ABOUT 0.1 MILE
 LW0330'SOUTH OF THE BRANCH AVENUE OVERPASS OVER I 95, SET IN THE TOP OF
 LW0330'THE NORTH END OF THE EAST HEAD WALL FOR A 24-FOOT CONCRETE BOX
 LW0330'CULVERT WITH ONE DIVIDING PIER AND UNDER BOTH LANES OF THE
 LW0330'HIGHWAY, 19.4 FEET EAST OF THE EAST CURB LINE OF THE NORTHBOUND
 LW0330'LANE OF THE HIGHWAY, 1.5 FEET SOUTH OF THE NORTH END OF THE HEAD
 LW0330'WALL AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LW0330
 LW0330                          STATION RECOVERY (1985)
 LW0330
 LW0330'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0479 ***********************************************************************
 LW0479  DESIGNATION -  E 32
 LW0479  PID         -  LW0479
 LW0479  STATE/COUNTY-  RI/WASHINGTON
 LW0479  USGS QUAD   -  WICKFORD (1995)
 LW0479
 LW0479                         *CURRENT SURVEY CONTROL
 LW0479  ___________________________________________________________________
 LW0479* NAD 83(1986)-  41 31 46.     (N)    071 24 56.     (W)     SCALED    
 LW0479* NAVD 88     -         4.389  (meters)      14.40   (feet)  ADJUSTED  
 LW0479  ___________________________________________________________________
 LW0479  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW0479  DYNAMIC HT  -           4.387 (meters)      14.39  (feet)  COMP
 LW0479  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LW0479
 LW0479  VERT ORDER  -  SECOND    CLASS 0
 LW0479
 LW0479.The horizontal coordinates were scaled from a topographic map and have
 LW0479.an estimated accuracy of +/- 6 seconds.
 LW0479
 LW0479.The orthometric height was determined by differential leveling
 LW0479.and adjusted by the National Geodetic Survey in June 1991..
 LW0479
 LW0479.The geoid height was determined by GEOID03.
 LW0479
 LW0479.The dynamic height is computed by dividing the NAVD 88
 LW0479.geopotential number by the normal gravity value computed on the
 LW0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0479.degrees latitude (g = 980.6199 gals.).
 LW0479
 LW0479.The modeled gravity was interpolated from observed gravity values.
 LW0479
 LW0479;                    North         East    Units  Estimated Accuracy
 LW0479;SPC RI       -    49,550.      107,050.      MT  (+/- 180 meters Scaled)
 LW0479
 LW0479                          SUPERSEDED SURVEY CONTROL
 LW0479
 LW0479  NGVD 29 (??/??/92)    4.663  (m)           15.30   (f) ADJ UNCH    2 0
 LW0479
 LW0479.Superseded values are not recommended for survey control.
 LW0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0479.See file dsdata.txt to determine how the superseded data were derived.
 LW0479
 LW0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG984003(NAD 83)
 LW0479_MARKER: DB = BENCH MARK DISK
 LW0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0479_SP_SET: BRIDGE
 LW0479_STAMPING: E 32 1969
 LW0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0479
 LW0479  HISTORY     - Date     Condition        Report By
 LW0479  HISTORY     - 1969     MONUMENTED       CGS
 LW0479  HISTORY     - 1988     GOOD             USPSQD
 LW0479
 LW0479                          STATION DESCRIPTION
 LW0479
 LW0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0479'AT JAMESTOWN.
 LW0479'AT JAMESTOWN, AT THE WEST END OF THE LARGE JAMESTOWN BRIDGE OVER
 LW0479'WEST NARRAGANSETT BAY PASSAGE, ALONG STATE HIGHWAY 138, SET IN
 LW0479'THE TOP OF THE SOUTH END (INSIDE THE CONCRETE BANNISTER) OF THE
 LW0479'WEST CONCRETE ABUTMENT OF THE JAMESTOWN BRIDGE, 12.5 FEET SOUTH
 LW0479'OF THE CENTER LINE OF THE BRIDGE, 1.5 FEET NORTH OF THE NORTH
 LW0479'FACE OF THE SOUTH CONCRETE BANNISTER OF THE BRIDGE AND 1 FOOT
 LW0479'ABOVE THE LEVEL OF THE HIGHWAY.
 LW0479
 LW0479                          STATION RECOVERY (1988)
 LW0479
 LW0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0415 ***********************************************************************
 LW0415  DESIGNATION -  E 33
 LW0415  PID         -  LW0415
 LW0415  STATE/COUNTY-  RI/PROVIDENCE
 LW0415  USGS QUAD   -  PAWTUCKET (1975)
 LW0415
 LW0415                         *CURRENT SURVEY CONTROL
 LW0415  ___________________________________________________________________
 LW0415* NAD 83(1986)-  41 56 05.     (N)    071 28 55.     (W)     SCALED    
 LW0415* NAVD 88     -        94.770  (meters)     310.92   (feet)  ADJUSTED  
 LW0415  ___________________________________________________________________
 LW0415  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LW0415  DYNAMIC HT  -          94.741 (meters)     310.83  (feet)  COMP
 LW0415  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 LW0415
 LW0415  VERT ORDER  -  SECOND    CLASS 0
 LW0415
 LW0415.The horizontal coordinates were scaled from a topographic map and have
 LW0415.an estimated accuracy of +/- 6 seconds.
 LW0415
 LW0415.The orthometric height was determined by differential leveling
 LW0415.and adjusted by the National Geodetic Survey in June 1991..
 LW0415
 LW0415.The geoid height was determined by GEOID03.
 LW0415
 LW0415.The dynamic height is computed by dividing the NAVD 88
 LW0415.geopotential number by the normal gravity value computed on the
 LW0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0415.degrees latitude (g = 980.6199 gals.).
 LW0415
 LW0415.The modeled gravity was interpolated from observed gravity values.
 LW0415
 LW0415;                    North         East    Units  Estimated Accuracy
 LW0415;SPC RI       -    94,560.      101,500.      MT  (+/- 180 meters Scaled)
 LW0415
 LW0415                          SUPERSEDED SURVEY CONTROL
 LW0415
 LW0415  NGVD 29 (??/??/92)   95.009  (m)          311.71   (f) ADJ UNCH    2 0
 LW0415
 LW0415.Superseded values are not recommended for survey control.
 LW0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0415.See file dsdata.txt to determine how the superseded data were derived.
 LW0415
 LW0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG942455(NAD 83)
 LW0415_MARKER: DB = BENCH MARK DISK
 LW0415_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW0415+WITH SETTING: PAVEMENT
 LW0415_SP_SET: FLAGPOLE BASE
 LW0415_STAMPING: E 33 1969
 LW0415_MARK LOGO: CGS   
 LW0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0415+STABILITY: SURFACE MOTION
 LW0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0415+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 LW0415
 LW0415  HISTORY     - Date     Condition        Report By
 LW0415  HISTORY     - 1969     MONUMENTED       CGS
 LW0415  HISTORY     - 1986     GOOD             RIGS
 LW0415  HISTORY     - 19970311 GOOD             USPSQD
 LW0415  HISTORY     - 20050419 GOOD             USPSQD
 LW0415
 LW0415                          STATION DESCRIPTION
 LW0415
 LW0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0415'8.2 MI NW FROM PROVIDENCE.
 LW0415'ABOUT 7.4 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0415'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0415'AT PROVIDENCE, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY 116,
 LW0415'ABOUT 70 YARDS SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 123,
 LW0415'ON THE FRONT (EAST) LAWN OF THE A.T. CROSS COMPANY, SET ON THE
 LW0415'TOP OF THE SOUTH SIDE OF THE ROUND CONCRETE FLAGPOLE BASE
 LW0415'WHICH IS 2 1/2 FEET ACROSS, 54 FEET WEST OF THE CENTER LINE OF
 LW0415'STATE HIGHWAY 123, 89 1/2 FEET SOUTHEAST OF THE NORTHEAST
 LW0415'CORNER OF THE PLANT BUILDING (ONE STORY BRICK) AND 1 1/2 FEET
 LW0415'ABOVE THE LEVEL OF STATE HIGHWAY 123.
 LW0415
 LW0415                          STATION RECOVERY (1986)
 LW0415
 LW0415'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0415'RECOVERED IN GOOD CONDITION.
 LW0415
 LW0415                          STATION RECOVERY (1997)
 LW0415
 LW0415'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW0415'RECOVERED IN GOOD CONDITION.
 LW0415
 LW0415                          STATION RECOVERY (2005)
 LW0415
 LW0415'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0470 ***********************************************************************
 LW0470  DESIGNATION -  E 34
 LW0470  PID         -  LW0470
 LW0470  STATE/COUNTY-  RI/NEWPORT
 LW0470  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0470
 LW0470                         *CURRENT SURVEY CONTROL
 LW0470  ___________________________________________________________________
 LW0470* NAD 83(1986)-  41 30 23.     (N)    071 21 53.     (W)     SCALED    
 LW0470* NAVD 88     -        16.750  (meters)      54.95   (feet)  ADJUSTED  
 LW0470  ___________________________________________________________________
 LW0470  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW0470  DYNAMIC HT  -          16.745 (meters)      54.94  (feet)  COMP
 LW0470  MODELED GRAV-     980,294.5   (mgal)                       NAVD 88
 LW0470
 LW0470  VERT ORDER  -  SECOND    CLASS 0
 LW0470
 LW0470.The horizontal coordinates were scaled from a topographic map and have
 LW0470.an estimated accuracy of +/- 6 seconds.
 LW0470
 LW0470.The orthometric height was determined by differential leveling
 LW0470.and adjusted by the National Geodetic Survey in June 1991..
 LW0470
 LW0470.The geoid height was determined by GEOID03.
 LW0470
 LW0470.The dynamic height is computed by dividing the NAVD 88
 LW0470.geopotential number by the normal gravity value computed on the
 LW0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0470.degrees latitude (g = 980.6199 gals.).
 LW0470
 LW0470.The modeled gravity was interpolated from observed gravity values.
 LW0470
 LW0470;                    North         East    Units  Estimated Accuracy
 LW0470;SPC RI       -    46,990.      111,290.      MT  (+/- 180 meters Scaled)
 LW0470
 LW0470                          SUPERSEDED SURVEY CONTROL
 LW0470
 LW0470  NGVD 29 (??/??/92)   17.024  (m)           55.85   (f) ADJ UNCH    2 0
 LW0470
 LW0470.Superseded values are not recommended for survey control.
 LW0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0470.See file dsdata.txt to determine how the superseded data were derived.
 LW0470
 LW0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF026976(NAD 83)
 LW0470_MARKER: DB = BENCH MARK DISK
 LW0470_SETTING: 66 = SET IN ROCK OUTCROP
 LW0470_SP_SET: ROCK OUTCROP
 LW0470_STAMPING: E 34 1969
 LW0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0470+STABILITY: POSITION/ELEVATION WELL
 LW0470
 LW0470  HISTORY     - Date     Condition        Report By
 LW0470  HISTORY     - 1969     MONUMENTED       CGS
 LW0470  HISTORY     - 1988     GOOD             USPSQD
 LW0470
 LW0470                          STATION DESCRIPTION
 LW0470
 LW0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0470'0.7 MI N FROM JAMESTOWN.
 LW0470'ABOUT 0.7 MILE NORTH ALONG CANONICUS AVENUE AND EAST SHORE ROAD
 LW0470'FROM THE JUNCTION OF NARRAGANSETT AVENUE AT JAMESTOWN, ABOUT 1.3
 LW0470'MILE EAST ALONG STATE HIGHWAY 138 FROM THE EAST END OF THE
 LW0470'JAMESTOWN BRIDGE, THENCE 1.5 MILES SOUTH ALONG STATE HIGHWAY 138
 LW0470'AND EAST SHORE ROAD, 0.1 MILE NORTH OF THE INTERSECTION OF MOUNT
 LW0470'HOPE AVENUE, SET ON THE TOP AND 4 FEET SOUTH OF THE NORTH END
 LW0470'OF A 13-BY-3-FEET EXPOSED PART OF A BLACK OUTCROPPING ROCK WHICH
 LW0470'PROJECTS 1 1/2 FEET ABOVE THE GROUND, AT THE ENTRANCE TO THE
 LW0470'JAMESTOWN COUNTRY CLUB GOLF COURSE, 182 FEET SOUTHEAST OF THE
 LW0470'SOUTHEAST CORNER OF THE COUNTY CLUB BUILDING, 31 FEET WEST OF
 LW0470'THE CENTER LINE OF EAST SHORE ROAD, 27 FEET SOUTH OF THE CENTER
 LW0470'LINE OF THE SOUTH ENTRANCE DRIVE TO CLUB AND 2 FEET ABOVE THE
 LW0470'LEVEL OF THE ROAD.
 LW0470
 LW0470                          STATION RECOVERY (1988)
 LW0470
 LW0470'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1056 ***********************************************************************
 LW1056  DESIGNATION -  E 9
 LW1056  PID         -  LW1056
 LW1056  STATE/COUNTY-  RI/KENT
 LW1056  USGS QUAD   -  CROMPTON (1995)
 LW1056
 LW1056                         *CURRENT SURVEY CONTROL
 LW1056  ___________________________________________________________________
 LW1056* NAD 83(1986)-  41 42 26.     (N)    071 35 53.     (W)     SCALED    
 LW1056* NAVD 88     -       118.256  (meters)     387.98   (feet)  ADJUSTED  
 LW1056  ___________________________________________________________________
 LW1056  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW1056  DYNAMIC HT  -         118.216 (meters)     387.85  (feet)  COMP
 LW1056  MODELED GRAV-     980,280.0   (mgal)                       NAVD 88
 LW1056
 LW1056  VERT ORDER  -  SECOND    CLASS 0
 LW1056
 LW1056.The horizontal coordinates were scaled from a topographic map and have
 LW1056.an estimated accuracy of +/- 6 seconds.
 LW1056
 LW1056.The orthometric height was determined by differential leveling
 LW1056.and adjusted by the National Geodetic Survey in June 1991..
 LW1056
 LW1056.The geoid height was determined by GEOID03.
 LW1056
 LW1056.The dynamic height is computed by dividing the NAVD 88
 LW1056.geopotential number by the normal gravity value computed on the
 LW1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1056.degrees latitude (g = 980.6199 gals.).
 LW1056
 LW1056.The modeled gravity was interpolated from observed gravity values.
 LW1056
 LW1056;                    North         East    Units  Estimated Accuracy
 LW1056;SPC RI       -    69,290.       91,840.      MT  (+/- 180 meters Scaled)
 LW1056
 LW1056                          SUPERSEDED SURVEY CONTROL
 LW1056
 LW1056  NGVD 29 (??/??/92)  118.500  (m)          388.78   (f) ADJ UNCH    2 0
 LW1056
 LW1056.Superseded values are not recommended for survey control.
 LW1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1056.See file dsdata.txt to determine how the superseded data were derived.
 LW1056
 LW1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG838205(NAD 83)
 LW1056_MARKER: DB = BENCH MARK DISK
 LW1056_SETTING: 80 = SET IN A BOULDER
 LW1056_SP_SET: BOULDER
 LW1056_STAMPING: E 9 1958
 LW1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1056+STABILITY: SURFACE MOTION
 LW1056
 LW1056  HISTORY     - Date     Condition        Report By
 LW1056  HISTORY     - 1958     MONUMENTED       CGS
 LW1056  HISTORY     - 1969     GOOD             NGS
 LW1056  HISTORY     - 1987     GOOD             USPSQD
 LW1056  HISTORY     - 1988     GOOD             USPSQD
 LW1056
 LW1056                          STATION DESCRIPTION
 LW1056
 LW1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1056'2 MI W FROM COVENTRY.
 LW1056'ABOUT 1.75 MILES WEST ALONG STATE HIGHWAY 117 FROM THE POST
 LW1056'OFFICE AT COVENTRY, THENCE 0.25 MILE NORTH ALONG READ SCHOOL
 LW1056'ROAD, AT THE JUNCTION OF A DRIVEWAY LEADING WEST TO A ONE STORY
 LW1056'WHITE FRAME HOUSE, SET IN THE TOP OF A ROCK WHICH IS 9 FEET
 LW1056'LONG-6 FEET WIDE AND 2 FEET HIGH, 22.4 FEET EAST OF THE CENTER
 LW1056'LINE OF THE ROAD, 4 FEET EAST OF THE WEST CORNER OF THE ROCK AND
 LW1056'5 FEET ABOVE THE LEVEL OF THE ROAD.
 LW1056
 LW1056                          STATION RECOVERY (1987)
 LW1056
 LW1056'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1056'RECOVERED IN GOOD CONDITION.
 LW1056
 LW1056                          STATION RECOVERY (1988)
 LW1056
 LW1056'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2667 ***********************************************************************
 LW2667  DESIGNATION -  E PROVIDENCE BOLD PT RAD TWR
 LW2667  PID         -  LW2667
 LW2667  STATE/COUNTY-  RI/PROVIDENCE
 LW2667  USGS QUAD   -  PROVIDENCE (1975)
 LW2667
 LW2667                         *CURRENT SURVEY CONTROL
 LW2667  ___________________________________________________________________
 LW2667* NAD 83(1996)-  41 48 56.16304(N)    071 23 29.60740(W)     ADJUSTED  
 LW2667* NAVD 88     -                                                        
 LW2667  ___________________________________________________________________
 LW2667  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LW2667  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW2667
 LW2667  HORZ ORDER  -  THIRD
 LW2667
 LW2667.The horizontal coordinates were established by classical geodetic methods
 LW2667.and adjusted by the National Geodetic Survey in August 1998..
 LW2667
 LW2667
 LW2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2667
 LW2667.The geoid height was determined by GEOID03.
 LW2667
 LW2667;                    North         East     Units Scale Factor Converg.
 LW2667;SPC RI       -    81,332.716   109,010.371   MT  0.99999475   +0 04 20.3
 LW2667;SPC RI       -   266,839.09    357,644.86   sFT  0.99999475   +0 04 20.3
 LW2667;UTM  19      - 4,632,067.853   301,359.589   MT  1.00008557   -1 35 42.2
 LW2667
 LW2667                          SUPERSEDED SURVEY CONTROL
 LW2667
 LW2667  NAD 83(1996)-  41 48 56.16285(N)    071 23 29.60732(W) AD(       ) 4
 LW2667  NAD 83(1992)-  41 48 56.16157(N)    071 23 29.60658(W) AD(       ) 4
 LW2667  NAD 83(1992)-  41 48 56.16139(N)    071 23 29.60660(W) AD(       ) 4
 LW2667  NAD 83(1986)-  41 48 56.16086(N)    071 23 29.60633(W) AD(       ) 4
 LW2667  NAD 27      -  41 48 55.84800(N)    071 23 31.47400(W) AD(       ) 3
 LW2667
 LW2667.Superseded values are not recommended for survey control.
 LW2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2667.See file dsdata.txt to determine how the superseded data were derived.
 LW2667
 LW2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0136032068(NAD 83)
 LW2667
 LW2667  HISTORY     - Date     Condition        Report By
 LW2667  HISTORY     - 1956     MONUMENTED       CGS
 LW2667  HISTORY     - 20040706 MARK NOT FOUND   EPDPW
 LW2667
 LW2667                          STATION DESCRIPTION
 LW2667
 LW2667'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2667'STATION IS THE CENTER OF THE SKELETON STEEL TOWER SUPPORTING
 LW2667'THE ANTENNA OF A PRIVATE RADIO TRANSMITTER, AND IS LOCATED ON
 LW2667'BOLD POINT.  IT IS 204 FT. HIGH.
 LW2667'
 LW2667'THIS IS AN INTERSECTION STATION.
 LW2667
 LW2667                          STATION RECOVERY (2004)
 LW2667
 LW2667'RECOVERY NOTE BY   2004
 LW2667'THERE IS NO LONGER A RADIO TOWER AT BOLD POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2644 ***********************************************************************
 LW2644  DESIGNATION -  E PROVIDENCE RAD STA WHIM MAST
 LW2644  PID         -  LW2644
 LW2644  STATE/COUNTY-  RI/PROVIDENCE
 LW2644  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2644
 LW2644                         *CURRENT SURVEY CONTROL
 LW2644  ___________________________________________________________________
 LW2644* NAD 83(1996)-  41 49 38.18510(N)    071 22 08.96707(W)     ADJUSTED  
 LW2644* NAVD 88     -                                                        
 LW2644  ___________________________________________________________________
 LW2644  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LW2644  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LW2644
 LW2644  HORZ ORDER  -  THIRD
 LW2644
 LW2644.The horizontal coordinates were established by classical geodetic methods
 LW2644.and adjusted by the National Geodetic Survey in August 1998..
 LW2644
 LW2644
 LW2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2644
 LW2644.The geoid height was determined by GEOID03.
 LW2644
 LW2644;                    North         East     Units Scale Factor Converg.
 LW2644;SPC RI       -    82,631.795   110,869.599   MT  0.99999520   +0 05 14.1
 LW2644;SPC RI       -   271,101.15    363,744.68   sFT  0.99999520   +0 05 14.1
 LW2644;SPC MA M     -   841,893.059   210,869.506   MT  0.99998566   +0 05 16.4
 LW2644;SPC MA M     - 2,762,110.81    691,827.70   sFT  0.99998566   +0 05 16.4
 LW2644;UTM  19      - 4,633,312.385   303,255.996   MT  1.00007634   -1 34 49.7
 LW2644
 LW2644                          SUPERSEDED SURVEY CONTROL
 LW2644
 LW2644  NAD 83(1996)-  41 49 38.18475(N)    071 22 08.96716(W) AD(       ) 4
 LW2644  NAD 83(1992)-  41 49 38.18368(N)    071 22 08.96600(W) AD(       ) 4
 LW2644  NAD 83(1992)-  41 49 38.18340(N)    071 22 08.96646(W) AD(       ) 4
 LW2644  NAD 83(1986)-  41 49 38.18318(N)    071 22 08.96412(W) AD(       ) 4
 LW2644  NAD 27      -  41 49 37.82279(N)    071 22 10.76075(W) AD(       ) 3
 LW2644
 LW2644.Superseded values are not recommended for survey control.
 LW2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2644.See file dsdata.txt to determine how the superseded data were derived.
 LW2644
 LW2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0325633312(NAD 83)
 LW2644
 LW2644  HISTORY     - Date     Condition        Report By
 LW2644  HISTORY     - 1958     MONUMENTED       CGS
 LW2644
 LW2644                          STATION DESCRIPTION
 LW2644
 LW2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2644'THE STATION IS THE CENTER OF THE MAST LOCATED IN EAST
 LW2644'PROVIDENCE ABOUT 0.5 MILE EAST OF THE INTERSECTION OF MASSASOIT
 LW2644'AVENUE AND EASTERN AVENUE NEAR A SMALL BUILDING WITH WHIM IN
 LW2644'LARGE LETTERS ON THE FRONT.  THE MAST IS A UNIFORM CROSS-SECTION
 LW2644'STEEL STRUCTURE SUPPORTED BY GUY WIRES AND PAINTED ORANGE AND
 LW2644'WHITE.  THE HEIGHT IS 224 FEET.
 LW2644'
 LW2644'(LETTER DATED 4/20/67 FROM RADIO STATION WHIM STATED THAT THE
 LW2644'220-FOOT TOWER HAS BEEN REMOVED.  A NEW TOWER ADJACENT TO THE
 LW2644'OLD TOWER HAS BEEN BUILT AND IN OPERATION FOR OVER ONE YEAR.  THE
 LW2644'NEW TOWER IS 545 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2645 ***********************************************************************
 LW2645  DESIGNATION -  E PROVIDENCE RAD STA WHIM MAST
 LW2645  PID         -  LW2645
 LW2645  STATE/COUNTY-  RI/PROVIDENCE
 LW2645  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2645
 LW2645                         *CURRENT SURVEY CONTROL
 LW2645  ___________________________________________________________________
 LW2645* NAD 83(1996)-  41 49 38.94882(N)    071 22 07.13987(W)     ADJUSTED  
 LW2645* NAVD 88     -                                                        
 LW2645  ___________________________________________________________________
 LW2645  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LW2645  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LW2645
 LW2645  HORZ ORDER  -  THIRD
 LW2645
 LW2645.The horizontal coordinates were established by classical geodetic methods
 LW2645.and adjusted by the National Geodetic Survey in August 1998..
 LW2645
 LW2645
 LW2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2645
 LW2645.The geoid height was determined by GEOID03.
 LW2645
 LW2645;                    North         East     Units Scale Factor Converg.
 LW2645;SPC RI       -    82,655.422   110,911.727   MT  0.99999521   +0 05 15.3
 LW2645;SPC RI       -   271,178.66    363,882.89   sFT  0.99999521   +0 05 15.3
 LW2645;SPC MA M     -   841,916.686   210,911.633   MT  0.99998564   +0 05 17.6
 LW2645;SPC MA M     - 2,762,188.33    691,965.92   sFT  0.99998564   +0 05 17.6
 LW2645;UTM  19      - 4,633,334.778   303,298.798   MT  1.00007613   -1 34 48.5
 LW2645
 LW2645                          SUPERSEDED SURVEY CONTROL
 LW2645
 LW2645  NAD 83(1996)-  41 49 38.94870(N)    071 22 07.13972(W) AD(       ) 4
 LW2645  NAD 83(1992)-  41 49 38.94733(N)    071 22 07.13905(W) AD(       ) 4
 LW2645  NAD 83(1992)-  41 49 38.94720(N)    071 22 07.13898(W) AD(       ) 4
 LW2645  NAD 83(1986)-  41 49 38.94597(N)    071 22 07.13927(W) AD(       ) 4
 LW2645  NAD 27      -  41 49 38.58916(N)    071 22 08.93575(W) AD(       ) 3
 LW2645
 LW2645.Superseded values are not recommended for survey control.
 LW2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2645.See file dsdata.txt to determine how the superseded data were derived.
 LW2645
 LW2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0329933335(NAD 83)
 LW2645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2645+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 LW2645
 LW2645  HISTORY     - Date     Condition        Report By
 LW2645  HISTORY     - 1968     MONUMENTED       CGS
 LW2645  HISTORY     - 20040706 GOOD             EPDPW
 LW2645
 LW2645                          STATION DESCRIPTION
 LW2645
 LW2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2645'THE STATION IS 545 FEET HIGH.
 LW2645
 LW2645                          STATION RECOVERY (2004)
 LW2645
 LW2645'RECOVERY NOTE BY   2004
 LW2645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2649 ***********************************************************************
 LW2649  DESIGNATION -  E PROVIDENCE RAD WEAN W MAST
 LW2649  PID         -  LW2649
 LW2649  STATE/COUNTY-  RI/PROVIDENCE
 LW2649  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2649
 LW2649                         *CURRENT SURVEY CONTROL
 LW2649  ___________________________________________________________________
 LW2649* NAD 83(1996)-  41 50 05.03843(N)    071 21 54.19855(W)     ADJUSTED  
 LW2649* NAVD 88     -                                                        
 LW2649  ___________________________________________________________________
 LW2649  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LW2649  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LW2649
 LW2649  HORZ ORDER  -  THIRD
 LW2649
 LW2649.The horizontal coordinates were established by classical geodetic methods
 LW2649.and adjusted by the National Geodetic Survey in August 1998..
 LW2649
 LW2649
 LW2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2649
 LW2649.The geoid height was determined by GEOID03.
 LW2649
 LW2649;                    North         East     Units Scale Factor Converg.
 LW2649;SPC RI       -    83,460.817   111,209.097   MT  0.99999530   +0 05 24.0
 LW2649;SPC RI       -   273,821.03    364,858.51   sFT  0.99999530   +0 05 24.0
 LW2649;SPC MA M     -   842,722.076   211,208.991   MT  0.99998483   +0 05 26.3
 LW2649;SPC MA M     - 2,764,830.68    692,941.50   sFT  0.99998483   +0 05 26.3
 LW2649;UTM  19      - 4,634,131.240   303,619.508   MT  1.00007458   -1 34 40.6
 LW2649
 LW2649                          SUPERSEDED SURVEY CONTROL
 LW2649
 LW2649  NAD 83(1996)-  41 50 05.03835(N)    071 21 54.19839(W) AD(       ) 4
 LW2649  NAD 83(1992)-  41 50 05.03697(N)    071 21 54.19770(W) AD(       ) 4
 LW2649  NAD 83(1992)-  41 50 05.03685(N)    071 21 54.19763(W) AD(       ) 4
 LW2649  NAD 83(1986)-  41 50 05.03554(N)    071 21 54.19798(W) AD(       ) 4
 LW2649  NAD 27      -  41 50 04.67694(N)    071 21 55.99518(W) AD(       ) 3
 LW2649
 LW2649.Superseded values are not recommended for survey control.
 LW2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2649.See file dsdata.txt to determine how the superseded data were derived.
 LW2649
 LW2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0362034131(NAD 83)
 LW2649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2649+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 LW2649
 LW2649  HISTORY     - Date     Condition        Report By
 LW2649  HISTORY     - 1958     MONUMENTED       CGS
 LW2649  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2649  HISTORY     - 20040706 GOOD             EPDPW
 LW2649
 LW2649                          STATION DESCRIPTION
 LW2649
 LW2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2649'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED IN
 LW2649'EAST PROVIDENCE ABOUT 0.5 MILE WEST OF THE INTERSECTION OF
 LW2649'BROADWAY AND CENTRE STREETS.  THE MAST IS A UNIFORM CROSS-SECTION
 LW2649'STEEL STRUCTURE SUPPORTED BY GUY WIRES AND PAINTED
 LW2649'ORANGE AND WHITE.  THE HEIGHT IS 325 FEET.  IT IS THE WEST ONE OF
 LW2649'TWO MASTS.
 LW2649
 LW2649                          STATION RECOVERY (1968)
 LW2649
 LW2649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2649'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2649
 LW2649                          STATION RECOVERY (2004)
 LW2649
 LW2649'RECOVERY NOTE BY   2004
 LW2649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2650 ***********************************************************************
 LW2650  DESIGNATION -  E PROVIDENCE RAD WEAN E MAST
 LW2650  PID         -  LW2650
 LW2650  STATE/COUNTY-  RI/PROVIDENCE
 LW2650  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2650
 LW2650                         *CURRENT SURVEY CONTROL
 LW2650  ___________________________________________________________________
 LW2650* NAD 83(1996)-  41 50 05.04289(N)    071 21 52.08027(W)     ADJUSTED  
 LW2650* NAVD 88     -                                                        
 LW2650  ___________________________________________________________________
 LW2650  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LW2650  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LW2650
 LW2650  HORZ ORDER  -  THIRD
 LW2650
 LW2650.The horizontal coordinates were established by classical geodetic methods
 LW2650.and adjusted by the National Geodetic Survey in August 1998..
 LW2650
 LW2650
 LW2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2650
 LW2650.The geoid height was determined by GEOID03.
 LW2650
 LW2650;                    North         East     Units Scale Factor Converg.
 LW2650;SPC RI       -    83,461.031   111,257.973   MT  0.99999531   +0 05 25.4
 LW2650;SPC RI       -   273,821.73    365,018.87   sFT  0.99999531   +0 05 25.4
 LW2650;SPC MA M     -   842,722.291   211,257.867   MT  0.99998483   +0 05 27.7
 LW2650;SPC MA M     - 2,764,831.38    693,101.85   sFT  0.99998483   +0 05 27.7
 LW2650;UTM  19      - 4,634,130.032   303,668.373   MT  1.00007435   -1 34 39.2
 LW2650
 LW2650                          SUPERSEDED SURVEY CONTROL
 LW2650
 LW2650  NAD 83(1996)-  41 50 05.04279(N)    071 21 52.08010(W) AD(       ) 4
 LW2650  NAD 83(1992)-  41 50 05.04141(N)    071 21 52.07943(W) AD(       ) 4
 LW2650  NAD 83(1992)-  41 50 05.04130(N)    071 21 52.07935(W) AD(       ) 4
 LW2650  NAD 83(1986)-  41 50 05.03988(N)    071 21 52.07973(W) AD(       ) 4
 LW2650  NAD 27      -  41 50 04.68114(N)    071 21 53.87749(W) AD(       ) 3
 LW2650
 LW2650.Superseded values are not recommended for survey control.
 LW2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2650.See file dsdata.txt to determine how the superseded data were derived.
 LW2650
 LW2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0366834130(NAD 83)
 LW2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2650+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 LW2650
 LW2650  HISTORY     - Date     Condition        Report By
 LW2650  HISTORY     - 1958     MONUMENTED       CGS
 LW2650  HISTORY     - 20040706 GOOD             EPDPW
 LW2650
 LW2650                          STATION DESCRIPTION
 LW2650
 LW2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2650'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED IN
 LW2650'EAST PROVIDENCE ABOUT 0.5 MILE WEST OF THE INTERSECTION OF
 LW2650'BROADWAY AND CENTRE STREETS.  THE MAST IS A UNIFORM CROSS
 LW2650'SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES AND PAINTED
 LW2650'ORANGE AND WHITE.  THE HEIGHT IS 325 FEET.  IT IS THE EAST ONE
 LW2650'OF TWO MASTS.
 LW2650
 LW2650                          STATION RECOVERY (2004)
 LW2650
 LW2650'RECOVERY NOTE BY   2004
 LW2650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2624 ***********************************************************************
 LW2624  DESIGNATION -  E PROVIDENCE RAD WJAR SW MAST
 LW2624  PID         -  LW2624
 LW2624  STATE/COUNTY-  RI/PROVIDENCE
 LW2624  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2624
 LW2624                         *CURRENT SURVEY CONTROL
 LW2624  ___________________________________________________________________
 LW2624* NAD 83(1996)-  41 46 51.39672(N)    071 19 55.59610(W)     ADJUSTED  
 LW2624* NAVD 88     -                                                        
 LW2624  ___________________________________________________________________
 LW2624  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LW2624  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW2624
 LW2624  HORZ ORDER  -  THIRD
 LW2624
 LW2624.The horizontal coordinates were established by classical geodetic methods
 LW2624.and adjusted by the National Geodetic Survey in August 1998..
 LW2624
 LW2624
 LW2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2624
 LW2624.The geoid height was determined by GEOID03.
 LW2624
 LW2624;                    North         East     Units Scale Factor Converg.
 LW2624;SPC RI       -    77,491.314   113,957.331   MT  0.99999615   +0 06 42.7
 LW2624;SPC RI       -   254,236.09    373,875.01   sFT  0.99999615   +0 06 42.7
 LW2624;SPC MA M     -   836,752.657   213,957.285   MT  0.99999122   +0 06 46.0
 LW2624;SPC MA M     - 2,745,246.01    701,958.19   sFT  0.99999122   +0 06 46.0
 LW2624;UTM  19      - 4,628,083.874   306,193.102   MT  1.00006223   -1 33 15.6
 LW2624
 LW2624                          SUPERSEDED SURVEY CONTROL
 LW2624
 LW2624  NAD 83(1996)-  41 46 51.39645(N)    071 19 55.59579(W) AD(       ) 4
 LW2624  NAD 83(1992)-  41 46 51.39514(N)    071 19 55.59519(W) AD(       ) 4
 LW2624  NAD 83(1992)-  41 46 51.39531(N)    071 19 55.59538(W) AD(       ) 4
 LW2624  NAD 83(1986)-  41 46 51.39483(N)    071 19 55.59563(W) AD(       ) 4
 LW2624  NAD 27      -  41 46 51.03810(N)    071 19 57.40086(W) AD(       ) 3
 LW2624
 LW2624.Superseded values are not recommended for survey control.
 LW2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2624.See file dsdata.txt to determine how the superseded data were derived.
 LW2624
 LW2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0619328084(NAD 83)
 LW2624
 LW2624  HISTORY     - Date     Condition        Report By
 LW2624  HISTORY     - 1958     MONUMENTED       CGS
 LW2624  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2624  HISTORY     - 20040706 GOOD             EPDPW
 LW2624
 LW2624                          STATION DESCRIPTION
 LW2624
 LW2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2624'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED AT THE
 LW2624'EAST EDGE OF EAST PROVIDENCE.  IT IS THE SOUTHWEST ONE OF TWO
 LW2624'MASTS AND IS ABOUT 0.2 MILE NORTH OF STATE HIGHWAY 114 AND A SMALL
 LW2624'BRICK BUILDING WITH THE LETTERS WJAR ON THE FRONT.  THE MAST IS
 LW2624'A UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES
 LW2624'AND PAINTED ORANGE AND WHITE.  THE HEIGHT IS 400 FEET.
 LW2624
 LW2624                          STATION RECOVERY (1968)
 LW2624
 LW2624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2624'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2624
 LW2624                          STATION RECOVERY (2004)
 LW2624
 LW2624'RECOVERY NOTE BY   2004
 LW2624'NOTE - BENCHMARK DISK C 27 (PID LW0547) SET ON SOUTHWEST PIER OF
 LW2624'TOWER, REPORT TO OFFICE OF RADIO STATION TO GAIN ACCESS TO PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2625 ***********************************************************************
 LW2625  DESIGNATION -  E PROVIDENCE RAD WJAR NE MAST
 LW2625  PID         -  LW2625
 LW2625  STATE/COUNTY-  RI/PROVIDENCE
 LW2625  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2625
 LW2625                         *CURRENT SURVEY CONTROL
 LW2625  ___________________________________________________________________
 LW2625* NAD 83(1996)-  41 46 53.81192(N)    071 19 49.05699(W)     ADJUSTED  
 LW2625* NAVD 88     -                                                        
 LW2625  ___________________________________________________________________
 LW2625  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 LW2625  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW2625
 LW2625  HORZ ORDER  -  THIRD
 LW2625
 LW2625.The horizontal coordinates were established by classical geodetic methods
 LW2625.and adjusted by the National Geodetic Survey in August 1998..
 LW2625
 LW2625
 LW2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2625
 LW2625.The geoid height was determined by GEOID03.
 LW2625
 LW2625;                    North         East     Units Scale Factor Converg.
 LW2625;SPC RI       -    77,566.125   114,108.190   MT  0.99999620   +0 06 47.1
 LW2625;SPC RI       -   254,481.53    374,369.95   sFT  0.99999620   +0 06 47.1
 LW2625;SPC MA M     -   836,827.470   214,108.142   MT  0.99999113   +0 06 50.4
 LW2625;SPC MA M     - 2,745,491.46    702,453.13   sFT  0.99999113   +0 06 50.4
 LW2625;UTM  19      - 4,628,154.271   306,346.083   MT  1.00006150   -1 33 11.3
 LW2625
 LW2625                          SUPERSEDED SURVEY CONTROL
 LW2625
 LW2625  NAD 83(1996)-  41 46 53.81164(N)    071 19 49.05666(W) AD(       ) 4
 LW2625  NAD 83(1992)-  41 46 53.81038(N)    071 19 49.05611(W) AD(       ) 4
 LW2625  NAD 83(1992)-  41 46 53.80994(N)    071 19 49.05586(W) AD(       ) 4
 LW2625  NAD 83(1986)-  41 46 53.81045(N)    071 19 49.05692(W) AD(       ) 4
 LW2625  NAD 27      -  41 46 53.45191(N)    071 19 50.86014(W) AD(       ) 3
 LW2625
 LW2625.Superseded values are not recommended for survey control.
 LW2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2625.See file dsdata.txt to determine how the superseded data were derived.
 LW2625
 LW2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0634628154(NAD 83)
 LW2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2625+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 LW2625
 LW2625  HISTORY     - Date     Condition        Report By
 LW2625  HISTORY     - 1958     MONUMENTED       CGS
 LW2625  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2625  HISTORY     - 20040706 GOOD             EPDPW
 LW2625
 LW2625                          STATION DESCRIPTION
 LW2625
 LW2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2625'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED AT
 LW2625'THE EAST EDGE OF EAST PROVIDENCE.  IT IS THE NORTHEAST ONE OF TWO
 LW2625'MASTS AND IS ABOUT 0.4 MILE NORTH OF STATE HIGHWAY 114 AND A
 LW2625'SMALL BRICK BUILDING WITH THE LETTERS WJAR ON THE FRONT.  THE MAST
 LW2625'IS A UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES
 LW2625'AND PAINTED ORANGE AND WHITE.  THE HEIGHT IS 400 FEET.
 LW2625
 LW2625                          STATION RECOVERY (1968)
 LW2625
 LW2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2625'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2625
 LW2625                          STATION RECOVERY (2004)
 LW2625
 LW2625'RECOVERY NOTE BY   2004
 LW2625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2622 ***********************************************************************
 LW2622  DESIGNATION -  E PROVIDENCE RAD WPRO SW MAST
 LW2622  PID         -  LW2622
 LW2622  STATE/COUNTY-  RI/PROVIDENCE
 LW2622  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2622
 LW2622                         *CURRENT SURVEY CONTROL
 LW2622  ___________________________________________________________________
 LW2622* NAD 83(1996)-  41 46 23.51477(N)    071 19 26.89322(W)     ADJUSTED  
 LW2622* NAVD 88     -                                                        
 LW2622  ___________________________________________________________________
 LW2622  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 LW2622  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW2622
 LW2622  HORZ ORDER  -  THIRD
 LW2622
 LW2622.The horizontal coordinates were established by classical geodetic methods
 LW2622.and adjusted by the National Geodetic Survey in August 1998..
 LW2622
 LW2622
 LW2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2622
 LW2622.The geoid height was determined by GEOID03.
 LW2622
 LW2622;                    North         East     Units Scale Factor Converg.
 LW2622;SPC RI       -    76,632.417   114,621.918   MT  0.99999638   +0 07 01.8
 LW2622;SPC RI       -   251,418.19    376,055.41   sFT  0.99999638   +0 07 01.8
 LW2622;SPC MA M     -   835,893.774   214,621.883   MT  0.99999221   +0 07 05.3
 LW2622;SPC MA M     - 2,742,428.16    704,138.63   sFT  0.99999221   +0 07 05.3
 LW2622;UTM  19      - 4,627,205.960   306,832.478   MT  1.00005919   -1 32 55.6
 LW2622
 LW2622                          SUPERSEDED SURVEY CONTROL
 LW2622
 LW2622  NAD 83(1996)-  41 46 23.51454(N)    071 19 26.89300(W) AD(       ) 4
 LW2622  NAD 83(1992)-  41 46 23.51317(N)    071 19 26.89220(W) AD(       ) 4
 LW2622  NAD 83(1992)-  41 46 23.51322(N)    071 19 26.89258(W) AD(       ) 4
 LW2622  NAD 83(1986)-  41 46 23.51303(N)    071 19 26.89209(W) AD(       ) 4
 LW2622  NAD 27      -  41 46 23.14653(N)    071 19 28.69687(W) AD(       ) 3
 LW2622
 LW2622.Superseded values are not recommended for survey control.
 LW2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2622.See file dsdata.txt to determine how the superseded data were derived.
 LW2622
 LW2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0683227206(NAD 83)
 LW2622
 LW2622  HISTORY     - Date     Condition        Report By
 LW2622  HISTORY     - 1958     MONUMENTED       CGS
 LW2622  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2622
 LW2622                          STATION DESCRIPTION
 LW2622
 LW2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2622'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED AT
 LW2622'THE EAST EDGE OF EAST PROVIDENCE.  IT IS THE SOUTHWEST ONE OF
 LW2622'TWO MASTS AND IS ABOUT 0.2 MILE NORTHEAST OF STATE HIGHWAY 114
 LW2622'AND A SMALL BUILDING WITH THE LETTERS WPRO ON THE FRONT.  THE
 LW2622'MAST IS A UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY
 LW2622'WIRES AND PAINTED ORANGE AND WHITE.  THE HEIGHT IS 400 FEET.
 LW2622
 LW2622                          STATION RECOVERY (1968)
 LW2622
 LW2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2622'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2636 ***********************************************************************
 LW2636  DESIGNATION -  E PROVIDENCE RAD WPRO NE MAST
 LW2636  PID         -  LW2636
 LW2636  STATE/COUNTY-  RI/PROVIDENCE
 LW2636  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2636
 LW2636                         *CURRENT SURVEY CONTROL
 LW2636  ___________________________________________________________________
 LW2636* NAD 83(1996)-  41 46 27.50242(N)    071 19 17.47537(W)     ADJUSTED  
 LW2636* NAVD 88     -                                                        
 LW2636  ___________________________________________________________________
 LW2636  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 LW2636  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW2636
 LW2636  HORZ ORDER  -  THIRD
 LW2636
 LW2636.The horizontal coordinates were established by classical geodetic methods
 LW2636.and adjusted by the National Geodetic Survey in August 1998..
 LW2636
 LW2636
 LW2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2636
 LW2636.The geoid height was determined by GEOID03.
 LW2636
 LW2636;                    North         East     Units Scale Factor Converg.
 LW2636;SPC RI       -    76,755.893   114,839.173   MT  0.99999646   +0 07 08.0
 LW2636;SPC RI       -   251,823.29    376,768.19   sFT  0.99999646   +0 07 08.0
 LW2636;SPC MA M     -   836,017.253   214,839.135   MT  0.99999207   +0 07 11.6
 LW2636;SPC MA M     - 2,742,833.27    704,851.40   sFT  0.99999207   +0 07 11.6
 LW2636;UTM  19      - 4,627,323.075   307,053.244   MT  1.00005814   -1 32 49.4
 LW2636
 LW2636                          SUPERSEDED SURVEY CONTROL
 LW2636
 LW2636  NAD 83(1996)-  41 46 27.50214(N)    071 19 17.47516(W) AD(       ) 4
 LW2636  NAD 83(1992)-  41 46 27.50087(N)    071 19 17.47435(W) AD(       ) 4
 LW2636  NAD 83(1992)-  41 46 27.50046(N)    071 19 17.47407(W) AD(       ) 4
 LW2636  NAD 83(1986)-  41 46 27.50100(N)    071 19 17.47419(W) AD(       ) 4
 LW2636  NAD 27      -  41 46 27.13127(N)    071 19 19.26564(W) AD(       ) 3
 LW2636
 LW2636.Superseded values are not recommended for survey control.
 LW2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2636.See file dsdata.txt to determine how the superseded data were derived.
 LW2636
 LW2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0705327323(NAD 83)
 LW2636
 LW2636  HISTORY     - Date     Condition        Report By
 LW2636  HISTORY     - 1958     MONUMENTED       CGS
 LW2636  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2636
 LW2636                          STATION DESCRIPTION
 LW2636
 LW2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2636'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED AT THE
 LW2636'EAST EDGE OF EAST PROVIDENCE.  IT IS NORTHEAST ONE OF TWO MASTS
 LW2636'AND IS ABOUT 0.5 MILE NORTHEAST OF STATE HIGHWAY 114 AND A SMALL
 LW2636'BUILDING WITH THE LETTERS WPRO ON THE FRONT.  THE MAST IS A
 LW2636'UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES
 LW2636'AND PAINTED ORANGE AND WHITE.  THE HEIGHT IS 400 FEET.
 LW2636
 LW2636                          STATION RECOVERY (1968)
 LW2636
 LW2636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2636'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2705 ***********************************************************************
 LW2705  DESIGNATION -  E PROVIDENCE SEEKONK R S TOWER
 LW2705  PID         -  LW2705
 LW2705  STATE/COUNTY-  RI/PROVIDENCE
 LW2705  USGS QUAD   -  PROVIDENCE (1975)
 LW2705
 LW2705                         *CURRENT SURVEY CONTROL
 LW2705  ___________________________________________________________________
 LW2705* NAD 83(1996)-  41 48 56.74762(N)    071 23 19.59110(W)     ADJUSTED  
 LW2705* NAVD 88     -                                                        
 LW2705  ___________________________________________________________________
 LW2705  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LW2705  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW2705
 LW2705  HORZ ORDER  -  THIRD
 LW2705
 LW2705.The horizontal coordinates were established by classical geodetic methods
 LW2705.and adjusted by the National Geodetic Survey in August 1998..
 LW2705
 LW2705
 LW2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2705
 LW2705.The geoid height was determined by GEOID03.
 LW2705
 LW2705;                    North         East     Units Scale Factor Converg.
 LW2705;SPC RI       -    81,351.047   109,241.527   MT  0.99999480   +0 04 27.0
 LW2705;SPC RI       -   266,899.23    358,403.24   sFT  0.99999480   +0 04 27.0
 LW2705;SPC MA M     -   840,612.305   209,241.461   MT  0.99998698   +0 04 29.0
 LW2705;SPC MA M     - 2,757,908.87    686,486.36   sFT  0.99998698   +0 04 29.0
 LW2705;UTM  19      - 4,632,079.452   301,591.201   MT  1.00008444   -1 35 35.5
 LW2705
 LW2705                          SUPERSEDED SURVEY CONTROL
 LW2705
 LW2705  NAD 83(1996)-  41 48 56.74743(N)    071 23 19.59101(W) AD(       ) 4
 LW2705  NAD 83(1992)-  41 48 56.74615(N)    071 23 19.59029(W) AD(       ) 4
 LW2705  NAD 83(1992)-  41 48 56.74597(N)    071 23 19.59030(W) AD(       ) 4
 LW2705  NAD 83(1986)-  41 48 56.74549(N)    071 23 19.59010(W) AD(       ) 4
 LW2705  NAD 27      -  41 48 56.40600(N)    071 23 21.45300(W) AD(       ) 3
 LW2705
 LW2705.Superseded values are not recommended for survey control.
 LW2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2705.See file dsdata.txt to determine how the superseded data were derived.
 LW2705
 LW2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0159132079(NAD 83)
 LW2705
 LW2705  HISTORY     - Date     Condition        Report By
 LW2705  HISTORY     - 1956     MONUMENTED       CGS
 LW2705
 LW2705                          STATION DESCRIPTION
 LW2705
 LW2705'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2705'STATION IS THE CENTER OF THE SKELETON STEEL TOWER AT THE SOUTH
 LW2705'END OF AN OVERHEAD TRANSMISSION CABLE CROSSING THE SEEKONK
 LW2705'RIVER JUST SOUTH OF THE WASHINGTON BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2711 ***********************************************************************
 LW2711  DESIGNATION -  E PROVIDENCE SEEKONK R N TOWER
 LW2711  PID         -  LW2711
 LW2711  STATE/COUNTY-  RI/PROVIDENCE
 LW2711  USGS QUAD   -  PROVIDENCE (1975)
 LW2711
 LW2711                         *CURRENT SURVEY CONTROL
 LW2711  ___________________________________________________________________
 LW2711* NAD 83(1996)-  41 49 00.25355(N)    071 23 21.32535(W)     ADJUSTED  
 LW2711* NAVD 88     -                                                        
 LW2711  ___________________________________________________________________
 LW2711  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 LW2711  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW2711
 LW2711  HORZ ORDER  -  THIRD
 LW2711
 LW2711.The horizontal coordinates were established by classical geodetic methods
 LW2711.and adjusted by the National Geodetic Survey in August 1998..
 LW2711
 LW2711
 LW2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2711
 LW2711.The geoid height was determined by GEOID03.
 LW2711
 LW2711;                    North         East     Units Scale Factor Converg.
 LW2711;SPC RI       -    81,459.162   109,201.361   MT  0.99999479   +0 04 25.8
 LW2711;SPC RI       -   267,253.93    358,271.47   sFT  0.99999479   +0 04 25.8
 LW2711;SPC MA M     -   840,720.419   209,201.294   MT  0.99998687   +0 04 27.8
 LW2711;SPC MA M     - 2,758,263.57    686,354.58   sFT  0.99998687   +0 04 27.8
 LW2711;UTM  19      - 4,632,188.699   301,554.195   MT  1.00008462   -1 35 36.8
 LW2711
 LW2711                          SUPERSEDED SURVEY CONTROL
 LW2711
 LW2711  NAD 83(1996)-  41 49 00.25337(N)    071 23 21.32526(W) AD(       ) 4
 LW2711  NAD 83(1992)-  41 49 00.25209(N)    071 23 21.32453(W) AD(       ) 4
 LW2711  NAD 83(1992)-  41 49 00.25191(N)    071 23 21.32455(W) AD(       ) 4
 LW2711  NAD 83(1986)-  41 49 00.25140(N)    071 23 21.32436(W) AD(       ) 4
 LW2711  NAD 27      -  41 48 59.91100(N)    071 23 23.18600(W) AD(       ) 3
 LW2711
 LW2711.Superseded values are not recommended for survey control.
 LW2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2711.See file dsdata.txt to determine how the superseded data were derived.
 LW2711
 LW2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0155432189(NAD 83)
 LW2711
 LW2711  HISTORY     - Date     Condition        Report By
 LW2711  HISTORY     - 1956     MONUMENTED       CGS
 LW2711
 LW2711                          STATION DESCRIPTION
 LW2711
 LW2711'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2711'STATION IS THE CENTER OF THE SKELETON STEEL TOWER AT THE NORTH
 LW2711'END OF AN OVERHEAD TRANSMISSION CABLE CROSSING THE SEEKONK
 LW2711'RIVER JUST SOUTH OF WASHINGTON BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2653 ***********************************************************************
 LW2653  DESIGNATION -  E PROVIDENCE SQUANTUM CLUB STK
 LW2653  PID         -  LW2653
 LW2653  STATE/COUNTY-  RI/PROVIDENCE
 LW2653  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2653
 LW2653                         *CURRENT SURVEY CONTROL
 LW2653  ___________________________________________________________________
 LW2653* NAD 83(1996)-  41 47 33.52601(N)    071 22 07.22598(W)     ADJUSTED  
 LW2653* NAVD 88     -                                                        
 LW2653  ___________________________________________________________________
 LW2653  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 LW2653  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW2653
 LW2653  HORZ ORDER  -  THIRD
 LW2653
 LW2653.The horizontal coordinates were established by classical geodetic methods
 LW2653.and adjusted by the National Geodetic Survey in August 1998..
 LW2653
 LW2653
 LW2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2653
 LW2653.The geoid height was determined by GEOID03.
 LW2653
 LW2653;                    North         East     Units Scale Factor Converg.
 LW2653;SPC RI       -    78,785.814   110,915.653   MT  0.99999522   +0 05 15.1
 LW2653;SPC RI       -   258,483.12    363,895.77   sFT  0.99999522   +0 05 15.1
 LW2653;SPC MA M     -   838,047.107   210,915.604   MT  0.99998975   +0 05 17.6
 LW2653;SPC MA M     - 2,749,492.88    691,978.94   sFT  0.99998975   +0 05 17.6
 LW2653;UTM  19      - 4,629,466.380   303,190.133   MT  1.00007666   -1 34 44.7
 LW2653
 LW2653                          SUPERSEDED SURVEY CONTROL
 LW2653
 LW2653  NAD 83(1996)-  41 47 33.52579(N)    071 22 07.22586(W) AD(       ) 4
 LW2653  NAD 83(1992)-  41 47 33.52449(N)    071 22 07.22510(W) AD(       ) 4
 LW2653  NAD 83(1992)-  41 47 33.52428(N)    071 22 07.22510(W) AD(       ) 4
 LW2653  NAD 83(1986)-  41 47 33.52433(N)    071 22 07.22412(W) AD(       ) 4
 LW2653  NAD 27      -  41 47 33.19700(N)    071 22 09.07900(W) AD(       ) 3
 LW2653
 LW2653.Superseded values are not recommended for survey control.
 LW2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2653.See file dsdata.txt to determine how the superseded data were derived.
 LW2653
 LW2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0319029466(NAD 83)
 LW2653
 LW2653  HISTORY     - Date     Condition        Report By
 LW2653  HISTORY     - 1956     MONUMENTED       CGS
 LW2653
 LW2653                          STATION DESCRIPTION
 LW2653
 LW2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2653'STATION IS THE CENTER OF THE STACK BUILT OF RED CLAY TILE
 LW2653'BLOCKS AND LOCATED AT THE SOUTHWEST CORNER OF THE HEATING PLANT
 LW2653'AND GARAGE BUILDING NEAR THE SQUATUM CLUB AND BETWEEN VETERAN
 LW2653'MEMORIAL PARKWAY AND SQUANTUM POINT.  IT IS 87 FEET HIGH AND
 LW2653'THE ONLY STACK OF THIS CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2710 ***********************************************************************
 LW2710  DESIGNATION -  E PROVIDENCE STANDPIPE
 LW2710  PID         -  LW2710
 LW2710  STATE/COUNTY-  RI/PROVIDENCE
 LW2710  USGS QUAD   -  PROVIDENCE (1975)
 LW2710
 LW2710                         *CURRENT SURVEY CONTROL
 LW2710  ___________________________________________________________________
 LW2710* NAD 83(1996)-  41 48 59.82453(N)    071 23 05.64126(W)     ADJUSTED  
 LW2710* NAVD 88     -                                                        
 LW2710  ___________________________________________________________________
 LW2710  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 LW2710  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW2710
 LW2710  HORZ ORDER  -  THIRD
 LW2710
 LW2710.The horizontal coordinates were established by classical geodetic methods
 LW2710.and adjusted by the National Geodetic Survey in August 1998..
 LW2710
 LW2710
 LW2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2710
 LW2710.The geoid height was determined by GEOID03.
 LW2710
 LW2710;                    North         East     Units Scale Factor Converg.
 LW2710;SPC RI       -    81,446.402   109,563.365   MT  0.99999487   +0 04 36.3
 LW2710;SPC RI       -   267,212.07    359,459.14   sFT  0.99999487   +0 04 36.3
 LW2710;SPC MA M     -   840,707.662   209,563.296   MT  0.99998688   +0 04 38.3
 LW2710;SPC MA M     - 2,758,221.72    687,542.25   sFT  0.99998688   +0 04 38.3
 LW2710;UTM  19      - 4,632,165.409   301,915.707   MT  1.00008286   -1 35 26.3
 LW2710
 LW2710                          SUPERSEDED SURVEY CONTROL
 LW2710
 LW2710  NAD 83(1996)-  41 48 59.82435(N)    071 23 05.64116(W) AD(       ) 4
 LW2710  NAD 83(1992)-  41 48 59.82306(N)    071 23 05.64044(W) AD(       ) 4
 LW2710  NAD 83(1992)-  41 48 59.82289(N)    071 23 05.64045(W) AD(       ) 4
 LW2710  NAD 83(1986)-  41 48 59.82246(N)    071 23 05.64032(W) AD(       ) 4
 LW2710  NAD 27      -  41 48 59.48100(N)    071 23 07.50800(W) AD(       ) 3
 LW2710
 LW2710.Superseded values are not recommended for survey control.
 LW2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2710.See file dsdata.txt to determine how the superseded data were derived.
 LW2710
 LW2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0191632165(NAD 83)
 LW2710
 LW2710  HISTORY     - Date     Condition        Report By
 LW2710  HISTORY     - 1956     MONUMENTED       CGS
 LW2710
 LW2710                          STATION DESCRIPTION
 LW2710
 LW2710'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2710'STATION IS THE CENTER OF THE STANDPIPE LOCATED IN EAST PROVIDENCE
 LW2710'SOUTH OF MAURON AVENUE AND WEST OF FIRST STREET.  IT IS 110 FEET
 LW2710'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1333 ***********************************************************************
 LW1333  DESIGNATION -  EAST
 LW1333  PID         -  LW1333
 LW1333  STATE/COUNTY-  RI/PROVIDENCE
 LW1333  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1333
 LW1333                         *CURRENT SURVEY CONTROL
 LW1333  ___________________________________________________________________
 LW1333* NAD 83(1996)-  41 47 17.75351(N)    071 34 43.21964(W)     ADJUSTED  
 LW1333* NAVD 88     -       132.647  (meters)     435.19   (feet)  ADJUSTED  
 LW1333  ___________________________________________________________________
 LW1333  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 LW1333  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW1333  DYNAMIC HT  -         132.602 (meters)     435.05  (feet)  COMP
 LW1333  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LW1333
 LW1333  HORZ ORDER  -  FIRST
 LW1333  VERT ORDER  -  SECOND    CLASS 0
 LW1333
 LW1333.The horizontal coordinates were established by classical geodetic methods
 LW1333.and adjusted by the National Geodetic Survey in August 1998..
 LW1333
 LW1333.The orthometric height was determined by differential leveling
 LW1333.and adjusted by the National Geodetic Survey in June 1991..
 LW1333
 LW1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1333
 LW1333.The geoid height was determined by GEOID03.
 LW1333
 LW1333.The dynamic height is computed by dividing the NAVD 88
 LW1333.geopotential number by the normal gravity value computed on the
 LW1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1333.degrees latitude (g = 980.6199 gals.).
 LW1333
 LW1333.The modeled gravity was interpolated from observed gravity values.
 LW1333
 LW1333;                    North         East     Units Scale Factor Converg.
 LW1333;SPC RI       -    78,293.850    93,460.432   MT  0.99999428   -0 03 08.7
 LW1333;SPC RI       -   256,869.07    306,628.10   sFT  0.99999428   -0 03 08.7
 LW1333;UTM  19      - 4,629,482.285   285,725.786   MT  1.00016502   -1 43 08.5
 LW1333
 LW1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1333!SPC RI       -   0.99998387  x   0.99999428  =   0.99997815
 LW1333!UTM  19      -   0.99998387  x   1.00016502  =   1.00014888
 LW1333
 LW1333|---------------------------------------------------------------------|
 LW1333| PID    Reference Object                     Distance      Geod. Az  |
 LW1333|                                                           dddmmss.s |
 LW1333| LW1332 EAST RM 1                            19.373 METERS 09111     |
 LW1333| LW1335 EAST RM 3                            82.966 METERS 18809     |
 LW1333| LW1334 EAST RM 2                            32.851 METERS 21746     |
 LW1333| LW3499 TUNK HILL FIRE TOWER                APPROX. 4.5 KM 2190935.0 |
 LW1333| LW1446 TUNK                                APPROX. 5.2 KM 2203520.1 |
 LW1333| LW3505 CHOPMIST HILL FIRE TOWER            APPROX. 9.6 KM 3075249.6 |
 LW1333|---------------------------------------------------------------------|
 LW1333
 LW1333                          SUPERSEDED SURVEY CONTROL
 LW1333
 LW1333  NAD 83(1996)-  41 47 17.75305(N)    071 34 43.21946(W) AD(       ) 1
 LW1333  NAD 83(1992)-  41 47 17.75221(N)    071 34 43.21879(W) AD(       ) 1
 LW1333  NAD 83(1992)-  41 47 17.75195(N)    071 34 43.21897(W) AD(       ) 1
 LW1333  NAD 83(1986)-  41 47 17.75182(N)    071 34 43.21838(W) AD(       ) 1
 LW1333  NAD 27      -  41 47 17.39292(N)    071 34 44.99064(W) AD(       ) 1
 LW1333  NGVD 29 (??/??/92)  132.895  (m)          436.01   (f) ADJ UNCH    2 0
 LW1333
 LW1333.Superseded values are not recommended for survey control.
 LW1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1333.See file dsdata.txt to determine how the superseded data were derived.
 LW1333
 LW1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8572629482(NAD 83)
 LW1333_MARKER: DS = TRIANGULATION STATION DISK
 LW1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1333_STAMPING: EAST 1968
 LW1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1333+STABILITY: SURFACE MOTION
 LW1333
 LW1333  HISTORY     - Date     Condition        Report By
 LW1333  HISTORY     - 1968     MONUMENTED       CGS
 LW1333  HISTORY     - 1969     GOOD             NGS
 LW1333  HISTORY     - 1987     GOOD             USPSQD
 LW1333  HISTORY     - 1988     GOOD             USPSQD
 LW1333
 LW1333                          STATION DESCRIPTION
 LW1333
 LW1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1333'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF HOPE, 2-1/2
 LW1333'MILES SOUTH OF NORTH SCITUATE AND ON PROPERTY OWNED BY CITY OF
 LW1333'PROVIDENCE WATER SUPPLY BOARD.
 LW1333'
 LW1333'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 116
 LW1333'AND 115 IN HOPE, GO NORTHERLY ON HIGHWAY 116 FOR 4.05 MILES TO
 LW1333'THE JUNCTION OF STATE HIGHWAYS 116 AND 14.  CONTINUE NORTH ON
 LW1333'HIGHWAY 116 FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 LW1333'DESCRIBED.
 LW1333'
 LW1333'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 LW1333'
 LW1333'STATION MARK, STAMPED EAST 1968 PROJECTS 6 INCHES.  IT IS 54
 LW1333'FEET EAST OF THE CENTER OF STATE HIGHWAY 116, 15.5 FEET NORTH
 LW1333'OF A METAL WITNESS POST AND 14 FEET SOUTHEAST OF A 10-INCH OAK
 LW1333'TREE.
 LW1333'
 LW1333'RM 1, STAMPED EAST NO 1 1968 PROJECTS 6 INCHES.  IT IS 17.5
 LW1333'FEET SOUTH OF A 20-INCH PINE TREE AND 1.5 FEET WEST OF A METAL
 LW1333'WITNESS POST.
 LW1333'
 LW1333'RM 2, STAMPED EAST NO 2 1968 IS SET FLUSH WITH THE GROUND
 LW1333'SURFACE.  IT IS 50 FEET SOUTH OF POWER POLE NUMBER 169, 24 FEET
 LW1333'WEST OF THE CENTER OF HIGHWAY 116 AND 1 FOOT EAST OF A FENCE.
 LW1333'
 LW1333'RM 3, STAMPED EAST NO 3 1968 PROJECTS 6 INCHES.  IT IS 55 FEET
 LW1333'NORTHWEST OF POWER POLE NUMBER 167, 21 FEET WEST OF THE CENTER
 LW1333'OF HIGHWAY 116, 2.5 FEET SOUTH OF A METAL WITNESS POST AND 1.5
 LW1333'FEET EAST OF A FENCE.
 LW1333'
 LW1333'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW1333
 LW1333                          STATION RECOVERY (1969)
 LW1333
 LW1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1333'3.8 MI S FROM NORTH SCITUATE.
 LW1333'ABOUT 3.75 MILES SOUTH ALONG STATE HIGHWAY 116 FROM THE
 LW1333'INTERSECTION OF DANNIELSON PIKE AT NORTH SCITUATE, ABOUT 0.25
 LW1333'MILE NORTH OF THE INTERSECTION OF STATE HIGHWAY 14 AND 116,
 LW1333'55 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 69 FEET SOUTHEAST
 LW1333'OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING WEST TO A
 LW1333'GARAGE FOR A ONE STORY FRAME HOUSE, 17 1/2 FEET NORTH OF AN OLD
 LW1333'ROCK FENCE, 15.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 LW1333'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW1333'5 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1333
 LW1333                          STATION RECOVERY (1987)
 LW1333
 LW1333'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1333'RECOVERED IN GOOD CONDITION.
 LW1333
 LW1333                          STATION RECOVERY (1988)
 LW1333
 LW1333'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3274 ***********************************************************************
 LW3274  DESIGNATION -  EAST FRONT RANGE
 LW3274  PID         -  LW3274
 LW3274  STATE/COUNTY-  RI/WASHINGTON
 LW3274  USGS QUAD   -  WATCH HILL (1984)
 LW3274
 LW3274                         *CURRENT SURVEY CONTROL
 LW3274  ___________________________________________________________________
 LW3274* NAD 83(1996)-  41 19 45.99175(N)    071 45 43.15573(W)     ADJUSTED  
 LW3274* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW3274  ___________________________________________________________________
 LW3274  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LW3274  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW3274
 LW3274  HORZ ORDER  -  THIRD
 LW3274
 LW3274.The horizontal coordinates were established by classical geodetic methods
 LW3274.and adjusted by the National Geodetic Survey in August 1998..
 LW3274
 LW3274.The orthometric height was scaled from a topographic map.
 LW3274
 LW3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3274
 LW3274.The geoid height was determined by GEOID03.
 LW3274
 LW3274;                    North         East     Units Scale Factor Converg.
 LW3274;SPC RI       -    27,365.272    78,067.861   MT  0.99999967   -0 10 22.9
 LW3274;SPC RI       -    89,780.90    256,127.64   sFT  0.99999967   -0 10 22.9
 LW3274;SPC CT       -   207,969.700   387,509.254   MT  0.99998946   +0 39 18.4
 LW3274;SPC CT       -   682,313.92  1,271,353.28   sFT  0.99998946   +0 39 18.4
 LW3274;UTM  19      - 4,579,009.932   268,861.451   MT  1.00025754   -1 49 29.2
 LW3274
 LW3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3274!SPC RI       -   1.00000406  x   0.99999967  =   1.00000373
 LW3274!SPC CT       -   1.00000406  x   0.99998946  =   0.99999352
 LW3274!UTM  19      -   1.00000406  x   1.00025754  =   1.00026160
 LW3274
 LW3274|---------------------------------------------------------------------|
 LW3274| PID    Reference Object                     Distance      Geod. Az  |
 LW3274|                                                           dddmmss.s |
 LW3274| CB7674 EAST FRONT RANGE RM 2                 3.770 METERS 06441     |
 LW3274| CB7673 EAST FRONT RANGE RM 1                 3.971 METERS 21427     |
 LW3274| LW3344 WEST FRONT RANGE RM 1               APPROX. 1.9 KM 2600554.6 |
 LW3274| LW3277 FORT HILL NEW TANK                  APPROX. 4.7 KM 2821656.0 |
 LW3274|---------------------------------------------------------------------|
 LW3274
 LW3274                          SUPERSEDED SURVEY CONTROL
 LW3274
 LW3274  NAD 83(1992)-  41 19 45.99043(N)    071 45 43.15493(W) AD(       ) 3
 LW3274  NAD 83(1986)-  41 19 45.98901(N)    071 45 43.15668(W) AD(       ) 3
 LW3274  NAD 27      -  41 19 45.62900(N)    071 45 44.92000(W) AD(       ) 3
 LW3274
 LW3274.Superseded values are not recommended for survey control.
 LW3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3274.See file dsdata.txt to determine how the superseded data were derived.
 LW3274
 LW3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6886179010(NAD 83)
 LW3274_MARKER: DS = TRIANGULATION STATION DISK
 LW3274_SETTING: 0 = UNSPECIFIED SETTING
 LW3274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3274
 LW3274  HISTORY     - Date     Condition        Report By
 LW3274  HISTORY     - 1944     MONUMENTED       CGS
 LW3274  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3274  HISTORY     - 1989     POOR             USPSQD
 LW3274
 LW3274                          STATION DESCRIPTION
 LW3274
 LW3274'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW3274'STATION IS IN THE BEACH RESORT OF WEEKAPAUG, ON THE E
 LW3274'BANK OF THE BREACH TO WINNAPAUG POND (BRIGHTMAN POND)
 LW3274'FROM BLOCK ISLAND SOUND, 72.5 METERS SW OF THE INTERSECTION
 LW3274'OF CENTER LINES OF WALK LEADING TO THE ROCKHAVEN HOTEL
 LW3274'AND THE ROAD, ON TOP OF THE FIRST SAND DUNE (DUNE
 LW3274'APPROXIMATELY 25 FEET HIGH) ON E BANK OF THE BREACH S OF
 LW3274'THE WEEKAPAUG BRIDGE OVER THE BREACH, ON RANGE WITH THE NW
 LW3274'LAMPPOST OF BRIDGE AND A SMALL WHITE HOUSE ON THE W BANK OF
 LW3274'THE BREACH, ON RANGE WITH THE W FIRE CONTROL TOWER ON
 LW3274'THE HIGHEST PART OF NOYES POINT AND THE S CHIMNEY OF A
 LW3274'WHITE HOUSE SHOWING ALONG E EDGE OF THE ROCKHAVEN HOTEL.
 LW3274'
 LW3274'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT
 LW3274'IS STAMPED EAST FRONT RANGE - 1944.
 LW3274'
 LW3274'REFERENCE MARK 1 IS NE OF THE STATION, IN PATH LEADING
 LW3274'FROM STREET TO THE TOP OF THE DUNE.  IT IS A BRONZE
 LW3274'REFERENCE DISK SET IN CONCRETE AND IS STAMPED R M NO 1 - 1944.
 LW3274'
 LW3274'REFERENCE MARK 2 IS SW OF THE STATION.  IT IS A BRONZE REFERENCE
 LW3274'DISK SET IN CONCRETE AND IS STAMPED R M NO 2 - 1944.
 LW3274'
 LW3274'THE HOLE IN THE TOP OF A GRANITE POST MARKING A
 LW3274'PROPERTY LINE IS 1.551 METERS E OF THE STATION.
 LW3274'
 LW3274'TO REACH FROM WESTERLY, DRIVE ON U.S. HIGHWAY 1 4.2
 LW3274'MILES E FROM THE BRIDGE OVER THE PAWCATUCK RIVER IN
 LW3274'WESTERLY TO DUNNS CORNER.  TURN S ON THE WEEKAPAUG ROAD AND
 LW3274'DRIVE S APPROXIMATELY 1.5 MILES TO THE ROCKHAVEN HOTEL.
 LW3274
 LW3274                          STATION RECOVERY (1954)
 LW3274
 LW3274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3274'STATION MARK AND REFERENCE MARKS NOT RECOVERED.  REFERENCE
 LW3274'MARK 2 WAS FOUND OVERTURNED AND MISPLACED FROM ITS
 LW3274'ORIGINAL POSITION, AND PARTS OF THE OTHER MONUMENTS WERE
 LW3274'FOUND.  THE AREA HAS BEEN LEVELED OFF BY A BULLDOZER, AND
 LW3274'ALL MARKS HAVE BEEN DESTROYED.
 LW3274
 LW3274                          STATION RECOVERY (1989)
 LW3274
 LW3274'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3274'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2564 ***********************************************************************
 LW2564  DESIGNATION -  EAST GREENWICH BRICK CHIMNEY
 LW2564  PID         -  LW2564
 LW2564  STATE/COUNTY-  RI/KENT
 LW2564  USGS QUAD   -  EAST GREENWICH (1975)
 LW2564
 LW2564                         *CURRENT SURVEY CONTROL
 LW2564  ___________________________________________________________________
 LW2564* NAD 83(1996)-  41 39 51.80673(N)    071 26 44.50934(W)     ADJUSTED  
 LW2564* NAVD 88     -                                                        
 LW2564  ___________________________________________________________________
 LW2564  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 LW2564  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW2564
 LW2564  HORZ ORDER  -  THIRD
 LW2564
 LW2564.The horizontal coordinates were established by classical geodetic methods
 LW2564.and adjusted by the National Geodetic Survey in August 1998..
 LW2564
 LW2564
 LW2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2564
 LW2564.The geoid height was determined by GEOID03.
 LW2564
 LW2564;                    North         East     Units Scale Factor Converg.
 LW2564;SPC RI       -    64,533.923   104,522.576   MT  0.99999400   +0 02 10.0
 LW2564;SPC RI       -   211,725.05    342,921.15   sFT  0.99999400   +0 02 10.0
 LW2564;UTM  19      - 4,615,404.816   296,385.099   MT  1.00011022   -1 37 34.9
 LW2564
 LW2564                          SUPERSEDED SURVEY CONTROL
 LW2564
 LW2564  NAD 83(1996)-  41 39 51.80624(N)    071 26 44.50900(W) AD(       ) 4
 LW2564  NAD 83(1992)-  41 39 51.80523(N)    071 26 44.50852(W) AD(       ) 4
 LW2564  NAD 83(1992)-  41 39 51.80471(N)    071 26 44.50854(W) AD(       ) 4
 LW2564  NAD 83(1986)-  41 39 51.80509(N)    071 26 44.50812(W) AD(       ) 4
 LW2564  NAD 27      -  41 39 51.41000(N)    071 26 46.31000(W) AD(       ) 3
 LW2564
 LW2564.Superseded values are not recommended for survey control.
 LW2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2564.See file dsdata.txt to determine how the superseded data were derived.
 LW2564
 LW2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9638515405(NAD 83)
 LW2564
 LW2564  HISTORY     - Date     Condition        Report By
 LW2564  HISTORY     - UNK      MONUMENTED
 LW2564  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2564  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2564  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2564  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW2564  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 LW2564
 LW2564                          STATION DESCRIPTION
 LW2564
 LW2564'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2564'THE GEOGRAPHICAL POSITION GIVEN LEADS DIRECTLY TO THE SQUARE
 LW2564'RED BRICK STACK OF THE STARCH FACTORY OWNED BY THE WM. U.
 LW2564'FARRINGTON ESTATE.  ACCORDING TO AN EMPLOYEE OF THE FACTORY, THE
 LW2564'BRICK STACK HAS NOT BEEN CHANGED SINCE 1913.
 LW2564'
 LW2564'THE FACTORY STANDS ON THE N SIDE OF DIVISION STREET, E OF THE
 LW2564'TRACKS OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, AND W
 LW2564'OF THE HARBOR.  IT IS JUST OVER THE LINE IN THE CITY OF WARWICK.
 LW2564
 LW2564                          STATION RECOVERY (1956)
 LW2564
 LW2564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2564'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 LW2564'STACK IS NOW STAINED BLACK.
 LW2564
 LW2564                          STATION RECOVERY (1963)
 LW2564
 LW2564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2564'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LW2564
 LW2564                          STATION RECOVERY (1988)
 LW2564
 LW2564'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW2564'MARK NOT FOUND.
 LW2564
 LW2564                          STATION RECOVERY (1994)
 LW2564
 LW2564'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2568 ***********************************************************************
 LW2568  DESIGNATION -  EAST GREENWICH COURTHOUSE
 LW2568  PID         -  LW2568
 LW2568  STATE/COUNTY-  RI/KENT
 LW2568  USGS QUAD   -  EAST GREENWICH (1975)
 LW2568
 LW2568                         *CURRENT SURVEY CONTROL
 LW2568  ___________________________________________________________________
 LW2568* NAD 83(1996)-  41 39 43.67587(N)    071 27 01.70619(W)     ADJUSTED  
 LW2568* NAVD 88     -                                                        
 LW2568  ___________________________________________________________________
 LW2568  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 LW2568  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW2568
 LW2568  HORZ ORDER  -  THIRD
 LW2568
 LW2568.The horizontal coordinates were established by classical geodetic methods
 LW2568.and adjusted by the National Geodetic Survey in August 1998..
 LW2568
 LW2568
 LW2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2568
 LW2568.The geoid height was determined by GEOID03.
 LW2568
 LW2568;                    North         East     Units Scale Factor Converg.
 LW2568;SPC RI       -    64,282.833   104,124.880   MT  0.99999396   +0 01 58.5
 LW2568;SPC RI       -   210,901.26    341,616.38   sFT  0.99999396   +0 01 58.5
 LW2568;UTM  19      - 4,615,165.341   295,980.238   MT  1.00011225   -1 37 46.1
 LW2568
 LW2568                          SUPERSEDED SURVEY CONTROL
 LW2568
 LW2568  NAD 83(1996)-  41 39 43.67538(N)    071 27 01.70582(W) AD(       ) 4
 LW2568  NAD 83(1992)-  41 39 43.67437(N)    071 27 01.70539(W) AD(       ) 4
 LW2568  NAD 83(1992)-  41 39 43.67385(N)    071 27 01.70541(W) AD(       ) 4
 LW2568  NAD 83(1986)-  41 39 43.67419(N)    071 27 01.70503(W) AD(       ) 4
 LW2568  NAD 27      -  41 39 43.29000(N)    071 27 03.49000(W) AD(       ) 3
 LW2568
 LW2568.Superseded values are not recommended for survey control.
 LW2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2568.See file dsdata.txt to determine how the superseded data were derived.
 LW2568
 LW2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9598015165(NAD 83)
 LW2568
 LW2568  HISTORY     - Date     Condition        Report By
 LW2568  HISTORY     - UNK      MONUMENTED
 LW2568  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2568  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2568  HISTORY     - 1988     GOOD             USPSQD
 LW2568  HISTORY     - 1988     GOOD             USPSQD
 LW2568  HISTORY     - 19940901 GOOD             USPSQD
 LW2568
 LW2568                          STATION DESCRIPTION
 LW2568
 LW2568'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2568'THIS BUILDING WAS ERECTED OVER 100 YEARS AGO, AND WAS REPAIRED
 LW2568'AND RENOVATED IN 1909.
 LW2568'
 LW2568'THE PROGRAM OF RHODE ISLAND INDEPENDENCE DAY 1911 CONTAINED
 LW2568'A PICTURE OF THIS HISTORIC KENT COUNTY COURTHOUSE.  A COMPARISON
 LW2568'OF THAT PICTURE WITH THE BUILDING AS IT STANDS TODAY SHOWS NO
 LW2568'CHANGE IN THE CUPOLA, WHICH IS STILL TOPPED WITH A WEATHERVANE
 LW2568'AS IT WAS IN 1911.
 LW2568
 LW2568                          STATION RECOVERY (1963)
 LW2568
 LW2568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2568'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ON THE CORNER OF
 LW2568'ROUTE 1 AND COURT STREET IN THE CENTER OF EAST GREENWICH.  THE
 LW2568'BUILDING HAS A HIP ROOF WITH DECK AND RAILING, FROM WHICH RISES
 LW2568'A SHORT SQUARE TOWER WITH CLOCK FACES, WHICH SUPPORTS A SQUARE
 LW2568'CUPOLA WITH A WINDOW IN EACH FACE, A PYRAMIDAL ROOF TOPPED BY A
 LW2568'VERY ORNATE LIGHTNING ROD AND WIND VANE.
 LW2568
 LW2568                          STATION RECOVERY (1988)
 LW2568
 LW2568'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW2568'RECOVERED IN GOOD CONDITION.
 LW2568
 LW2568                          STATION RECOVERY (1988)
 LW2568
 LW2568'RECOVERY NOTE BY US POWER SQUADRON 1988 (CGS)
 LW2568'RECOVERED IN GOOD CONDITION.
 LW2568
 LW2568                          STATION RECOVERY (1994)
 LW2568
 LW2568'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2571 ***********************************************************************
 LW2571  DESIGNATION -  EAST GREENWICH EPIS CH SPIRE
 LW2571  PID         -  LW2571
 LW2571  STATE/COUNTY-  RI/KENT
 LW2571  USGS QUAD   -  EAST GREENWICH (1975)
 LW2571
 LW2571                         *CURRENT SURVEY CONTROL
 LW2571  ___________________________________________________________________
 LW2571* NAD 83(1996)-  41 39 41.48620(N)    071 27 04.51251(W)     ADJUSTED  
 LW2571* NAVD 88     -                                                        
 LW2571  ___________________________________________________________________
 LW2571  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 LW2571  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW2571
 LW2571  HORZ ORDER  -  THIRD
 LW2571
 LW2571.The horizontal coordinates were established by classical geodetic methods
 LW2571.and adjusted by the National Geodetic Survey in August 1998..
 LW2571
 LW2571
 LW2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2571
 LW2571.The geoid height was determined by GEOID03.
 LW2571
 LW2571;                    North         East     Units Scale Factor Converg.
 LW2571;SPC RI       -    64,215.241   104,059.993   MT  0.99999395   +0 01 56.7
 LW2571;SPC RI       -   210,679.50    341,403.49   sFT  0.99999395   +0 01 56.7
 LW2571;UTM  19      - 4,615,099.652   295,913.410   MT  1.00011258   -1 37 47.9
 LW2571
 LW2571                          SUPERSEDED SURVEY CONTROL
 LW2571
 LW2571  NAD 83(1996)-  41 39 41.48560(N)    071 27 04.51204(W) AD(       ) 4
 LW2571  NAD 83(1992)-  41 39 41.48476(N)    071 27 04.51169(W) AD(       ) 4
 LW2571  NAD 83(1992)-  41 39 41.48427(N)    071 27 04.51163(W) AD(       ) 4
 LW2571  NAD 83(1986)-  41 39 41.48470(N)    071 27 04.51086(W) AD(       ) 4
 LW2571  NAD 27      -  41 39 41.12081(N)    071 27 06.30270(W) AD(       ) 3
 LW2571
 LW2571.Superseded values are not recommended for survey control.
 LW2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2571.See file dsdata.txt to determine how the superseded data were derived.
 LW2571
 LW2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9591315100(NAD 83)
 LW2571
 LW2571  HISTORY     - Date     Condition        Report By
 LW2571  HISTORY     - 1968     MONUMENTED       CGS
 LW2571  HISTORY     - 1988     GOOD             USPSQD
 LW2571  HISTORY     - 19940901 GOOD             USPSQD
 LW2571
 LW2571                          STATION DESCRIPTION
 LW2571
 LW2571'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2571'THE STATION, EAST GREENWICH EPISCOPAL CHURCH SPIRE, IS THE TOP
 LW2571'CENTER OF THE SPIRE AND IS ABOUT 90 FEET IN HEIGHT.
 LW2571'
 LW2571'THE STATION IS LOCATED IN EAST GREENWICH IN THE SOUTHWEST CORNER
 LW2571'OF CHURCH STREET AND PIERCE STREET.
 LW2571
 LW2571                          STATION RECOVERY (1988)
 LW2571
 LW2571'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW2571'RECOVERED IN GOOD CONDITION.
 LW2571
 LW2571                          STATION RECOVERY (1994)
 LW2571
 LW2571'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2565 ***********************************************************************
 LW2565  DESIGNATION -  EAST GREENWICH LUTH CH SPIRE
 LW2565  PID         -  LW2565
 LW2565  STATE/COUNTY-  RI/KENT
 LW2565  USGS QUAD   -  EAST GREENWICH (1975)
 LW2565
 LW2565                         *CURRENT SURVEY CONTROL
 LW2565  ___________________________________________________________________
 LW2565* NAD 83(1996)-  41 39 49.08360(N)    071 27 18.37813(W)     ADJUSTED  
 LW2565* NAVD 88     -                                                        
 LW2565  ___________________________________________________________________
 LW2565  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 LW2565  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW2565
 LW2565  HORZ ORDER  -  THIRD
 LW2565
 LW2565.The horizontal coordinates were established by classical geodetic methods
 LW2565.and adjusted by the National Geodetic Survey in August 1998..
 LW2565
 LW2565
 LW2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2565
 LW2565.The geoid height was determined by GEOID03.
 LW2565
 LW2565;                    North         East     Units Scale Factor Converg.
 LW2565;SPC RI       -    64,449.459   103,739.083   MT  0.99999392   +0 01 47.4
 LW2565;SPC RI       -   211,447.93    340,350.64   sFT  0.99999392   +0 01 47.4
 LW2565;UTM  19      - 4,615,343.111   295,599.392   MT  1.00011416   -1 37 57.4
 LW2565
 LW2565                          SUPERSEDED SURVEY CONTROL
 LW2565
 LW2565  NAD 83(1996)-  41 39 49.08306(N)    071 27 18.37776(W) AD(       ) 4
 LW2565  NAD 83(1992)-  41 39 49.08214(N)    071 27 18.37731(W) AD(       ) 4
 LW2565  NAD 83(1992)-  41 39 49.08165(N)    071 27 18.37726(W) AD(       ) 4
 LW2565  NAD 83(1986)-  41 39 49.08222(N)    071 27 18.37662(W) AD(       ) 4
 LW2565  NAD 27      -  41 39 48.71688(N)    071 27 20.16593(W) AD(       ) 3
 LW2565
 LW2565.Superseded values are not recommended for survey control.
 LW2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2565.See file dsdata.txt to determine how the superseded data were derived.
 LW2565
 LW2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9559915343(NAD 83)
 LW2565_MARKER: 90 = CHURCH SPIRE
 LW2565_SETTING: 0 = UNSPECIFIED SETTING
 LW2565
 LW2565  HISTORY     - Date     Condition        Report By
 LW2565  HISTORY     - UNK      FIRST OBSERVED
 LW2565  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2565  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2565  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2565  HISTORY     - 1986     GOOD             RIGS
 LW2565  HISTORY     - 1988     GOOD             USPSQD
 LW2565  HISTORY     - 19940901 GOOD             USPSQD
 LW2565
 LW2565                          STATION DESCRIPTION
 LW2565
 LW2565'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2565'THE SWEDISH EVANGELICAL LUTHERAN CHURCH IS ON THE S OR EAST
 LW2565'GREENWICH SIDE OF DIVISION STREET AND ON THE SW CORNER OF BRAYTON
 LW2565'STREET.  ACCORDING TO THE CORNER STONE, THE BUILDING WAS BUILT IN
 LW2565'1905.
 LW2565'
 LW2565'ACCORDING TO THE PASTOR, THE SPIRE WAS ONCE STRUCK BY LIGHTNING,
 LW2565'BUT WAS RESTORED IN ITS ORIGINAL FORM.
 LW2565'
 LW2565'THE SPIRE IS OCTAGONAL AND SETS ON A SQUARE TOWER THRU WHICH IS
 LW2565'THE ENTRANCE TO THE CHURCH.  THE SPIRE IS TOPPED BY A GOLD CROSS.
 LW2565
 LW2565                          STATION RECOVERY (1963)
 LW2565
 LW2565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2565'RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS THE TALLEST OF
 LW2565'TWO CHURCHES WITHIN A BLOCK OF EACH OTHER ON THE HILLTOP, AND THE
 LW2565'MOST WESTERN OF THE TWO.
 LW2565
 LW2565                          STATION RECOVERY (1968)
 LW2565
 LW2565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2565'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2565
 LW2565                          STATION RECOVERY (1986)
 LW2565
 LW2565'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2565'THE STATION WAS RECOVERED AT THIS DATE.
 LW2565'
 LW2565'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2565
 LW2565                          STATION RECOVERY (1988)
 LW2565
 LW2565'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW2565'RECOVERED IN GOOD CONDITION.
 LW2565
 LW2565                          STATION RECOVERY (1994)
 LW2565
 LW2565'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2563 ***********************************************************************
 LW2563  DESIGNATION -  EAST GREENWICH YELLOW CHIMNEY
 LW2563  PID         -  LW2563
 LW2563  STATE/COUNTY-  RI/KENT
 LW2563  USGS QUAD   -  EAST GREENWICH (1975)
 LW2563
 LW2563                         *CURRENT SURVEY CONTROL
 LW2563  ___________________________________________________________________
 LW2563* NAD 83(1996)-  41 39 51.87081(N)    071 26 52.87774(W)     ADJUSTED  
 LW2563* NAVD 88     -                                                        
 LW2563  ___________________________________________________________________
 LW2563  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 LW2563  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW2563
 LW2563  HORZ ORDER  -  THIRD
 LW2563
 LW2563.The horizontal coordinates were established by classical geodetic methods
 LW2563.and adjusted by the National Geodetic Survey in August 1998..
 LW2563
 LW2563
 LW2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2563
 LW2563.The geoid height was determined by GEOID03.
 LW2563
 LW2563;                    North         East     Units Scale Factor Converg.
 LW2563;SPC RI       -    64,535.780   104,328.976   MT  0.99999398   +0 02 04.4
 LW2563;SPC RI       -   211,731.14    342,285.98   sFT  0.99999398   +0 02 04.4
 LW2563;UTM  19      - 4,615,412.291   296,191.612   MT  1.00011119   -1 37 40.5
 LW2563
 LW2563                          SUPERSEDED SURVEY CONTROL
 LW2563
 LW2563  NAD 83(1996)-  41 39 51.87031(N)    071 26 52.87738(W) AD(       ) 4
 LW2563  NAD 83(1992)-  41 39 51.86931(N)    071 26 52.87692(W) AD(       ) 4
 LW2563  NAD 83(1992)-  41 39 51.86879(N)    071 26 52.87694(W) AD(       ) 4
 LW2563  NAD 83(1986)-  41 39 51.86917(N)    071 26 52.87654(W) AD(       ) 4
 LW2563  NAD 27      -  41 39 51.48000(N)    071 26 54.68000(W) AD(       ) 3
 LW2563
 LW2563.Superseded values are not recommended for survey control.
 LW2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2563.See file dsdata.txt to determine how the superseded data were derived.
 LW2563
 LW2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9619215412(NAD 83)
 LW2563
 LW2563  HISTORY     - Date     Condition        Report By
 LW2563  HISTORY     - UNK      MONUMENTED
 LW2563  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2563  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2563  HISTORY     - 1988     GOOD             USPSQD
 LW2563  HISTORY     - 19940901 GOOD             USPSQD
 LW2563
 LW2563                          STATION DESCRIPTION
 LW2563
 LW2563'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2563'STATION IS IN THE MILL YARD OF THE BOSTON WIRE STITCHER CO., IT
 LW2563'IS A ROUND YELLOW BRICK CHIMNEY.  THE MASTER MECHANIC STATES
 LW2563'THAT IT IS THE SAME CHIMNEY WHICH STOOD THERE IN 1913.
 LW2563'
 LW2563'THE MILL STANDS ON THE N SIDE OF THE DIVISION ST. BETWEEN DUANE
 LW2563'AND SPRING STREETS, JUST OVER THE LINE IN THE CITY OF WARWICK.  IT
 LW2563'IS W OF THE TRACKS OF THE NEW YORK, NEW HAVEN AND HARTFORD R.R.
 LW2563
 LW2563                          STATION RECOVERY (1963)
 LW2563
 LW2563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2563'RECOVERED IN GOOD CONDITION.  TOP OF THE STACK HAS BEEN CUT
 LW2563'OFF LATELY, BUT THE POSITION REMAINS THE SAME, ACCORDING TO
 LW2563'THE MECHANIC.  SIGN ABOVE THE DOOR READS BOSLER CO. YARNS.
 LW2563
 LW2563                          STATION RECOVERY (1988)
 LW2563
 LW2563'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW2563'RECOVERED IN GOOD CONDITION.
 LW2563
 LW2563                          STATION RECOVERY (1994)
 LW2563
 LW2563'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2643 ***********************************************************************
 LW2643  DESIGNATION -  EAST PROVIDENCE CONG CH SPIRE
 LW2643  PID         -  LW2643
 LW2643  STATE/COUNTY-  RI/PROVIDENCE
 LW2643  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2643
 LW2643                         *CURRENT SURVEY CONTROL
 LW2643  ___________________________________________________________________
 LW2643* NAD 83(1996)-  41 47 50.08067(N)    071 21 28.43383(W)     ADJUSTED  
 LW2643* NAVD 88     -                                                        
 LW2643  ___________________________________________________________________
 LW2643  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 LW2643  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW2643
 LW2643  HORZ ORDER  -  THIRD
 LW2643
 LW2643.The horizontal coordinates were established by classical geodetic methods
 LW2643.and adjusted by the National Geodetic Survey in August 1998..
 LW2643
 LW2643
 LW2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2643
 LW2643.The geoid height was determined by GEOID03.
 LW2643
 LW2643;                    North         East     Units Scale Factor Converg.
 LW2643;SPC RI       -    79,297.989   111,810.463   MT  0.99999547   +0 05 41.0
 LW2643;SPC RI       -   260,163.49    366,831.49   sFT  0.99999547   +0 05 41.0
 LW2643;SPC MA M     -   838,559.291   211,810.402   MT  0.99998919   +0 05 43.6
 LW2643;SPC MA M     - 2,751,173.27    694,914.63   sFT  0.99998919   +0 05 43.6
 LW2643;UTM  19      - 4,629,952.351   304,099.532   MT  1.00007227   -1 34 19.3
 LW2643
 LW2643                          SUPERSEDED SURVEY CONTROL
 LW2643
 LW2643  NAD 83(1996)-  41 47 50.08045(N)    071 21 28.43358(W) AD(       ) 4
 LW2643  NAD 83(1992)-  41 47 50.07915(N)    071 21 28.43298(W) AD(       ) 4
 LW2643  NAD 83(1992)-  41 47 50.07895(N)    071 21 28.43290(W) AD(       ) 4
 LW2643  NAD 83(1986)-  41 47 50.07825(N)    071 21 28.43326(W) AD(       ) 4
 LW2643  NAD 27      -  41 47 49.71597(N)    071 21 30.23189(W) AD(       ) 3
 LW2643
 LW2643.Superseded values are not recommended for survey control.
 LW2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2643.See file dsdata.txt to determine how the superseded data were derived.
 LW2643
 LW2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0410029952(NAD 83)
 LW2643
 LW2643  HISTORY     - Date     Condition        Report By
 LW2643  HISTORY     - 1968     MONUMENTED       CGS
 LW2643  HISTORY     - 20040706 GOOD             EPDPW
 LW2643
 LW2643                          STATION DESCRIPTION
 LW2643
 LW2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2643'THE STATION, FAST PROVIDENCE CONGREGATIONAL CHURCH SPIRE, IS THE
 LW2643'TOP CENTER OF GOLD CROSS ATOP SPIRE AND IS ABOUT 90 FEET IN HEIGHT.
 LW2643'
 LW2643'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF INTERSECTION OF
 LW2643'WAMPANOAG STREET AND ELDER STREET IN SOUTH SECTION OF EAST
 LW2643'PROVIDENCE.
 LW2643
 LW2643                          STATION RECOVERY (2004)
 LW2643
 LW2643'RECOVERY NOTE BY   2004
 LW2643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2638 ***********************************************************************
 LW2638  DESIGNATION -  EAST PROVIDENCE MUNICIPAL TANK
 LW2638  PID         -  LW2638
 LW2638  STATE/COUNTY-  RI/PROVIDENCE
 LW2638  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2638
 LW2638                         *CURRENT SURVEY CONTROL
 LW2638  ___________________________________________________________________
 LW2638* NAD 83(1996)-  41 48 11.88297(N)    071 21 30.74020(W)     ADJUSTED  
 LW2638* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 LW2638  ___________________________________________________________________
 LW2638  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LW2638  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW2638
 LW2638  HORZ ORDER  -  THIRD
 LW2638
 LW2638.The horizontal coordinates were established by classical geodetic methods
 LW2638.and adjusted by the National Geodetic Survey in August 1998..
 LW2638
 LW2638.The orthometric height was scaled from a topographic map.
 LW2638
 LW2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2638
 LW2638.The geoid height was determined by GEOID03.
 LW2638
 LW2638;                    North         East     Units Scale Factor Converg.
 LW2638;SPC RI       -    79,970.555   111,756.109   MT  0.99999545   +0 05 39.5
 LW2638;SPC RI       -   262,370.06    366,653.17   sFT  0.99999545   +0 05 39.5
 LW2638;SPC MA M     -   839,231.852   211,756.040   MT  0.99998845   +0 05 42.1
 LW2638;SPC MA M     - 2,753,379.83    694,736.27   sFT  0.99998845   +0 05 42.1
 LW2638;UTM  19      - 4,630,626.266   304,064.762   MT  1.00007244   -1 34 21.5
 LW2638
 LW2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2638!SPC RI       -   0.99999761  x   0.99999545  =   0.99999306
 LW2638!SPC MA M     -   0.99999761  x   0.99998845  =   0.99998606
 LW2638!UTM  19      -   0.99999761  x   1.00007244  =   1.00007005
 LW2638
 LW2638                          SUPERSEDED SURVEY CONTROL
 LW2638
 LW2638  NAD 83(1996)-  41 48 11.88275(N)    071 21 30.73997(W) AD(       ) 4
 LW2638  NAD 83(1992)-  41 48 11.88148(N)    071 21 30.73936(W) AD(       ) 4
 LW2638  NAD 83(1992)-  41 48 11.88126(N)    071 21 30.73928(W) AD(       ) 4
 LW2638  NAD 83(1986)-  41 48 11.88105(N)    071 21 30.73973(W) AD(       ) 4
 LW2638  NAD 27      -  41 48 11.51756(N)    071 21 32.53866(W) AD(       ) 3
 LW2638
 LW2638.Superseded values are not recommended for survey control.
 LW2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2638.See file dsdata.txt to determine how the superseded data were derived.
 LW2638
 LW2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0406530626(NAD 83)
 LW2638_MARKER: 53 = ELEVATED TANK
 LW2638_SETTING: 0 = UNSPECIFIED SETTING
 LW2638
 LW2638  HISTORY     - Date     Condition        Report By
 LW2638  HISTORY     - UNK      FIRST OBSERVED
 LW2638  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2638  HISTORY     - 1937     SEE DESCRIPTION  CTGS
 LW2638  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2638  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2638  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2638  HISTORY     - 19791017 GOOD             MAGS
 LW2638  HISTORY     - 1986     GOOD             RIGS
 LW2638  HISTORY     - 1987     GOOD             RIGS
 LW2638  HISTORY     - 19970507 GOOD             USPSQD
 LW2638  HISTORY     - 20040706 MARK NOT FOUND   EPDPW
 LW2638
 LW2638                          STATION DESCRIPTION
 LW2638
 LW2638'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2638'STATION IS AN ELEVATED DARK TANK WITH A LIGHT-COLORED SQUATTY
 LW2638'CONICAL ROOF TOPPED WITH A BALL-SHAPED FINIAL.  THE TOWER IS E OF
 LW2638'PAWTUCKET AVENUE, S OF KENT AVENUE, AND N OF GREENWICH AVENUE.  IT
 LW2638'IS A PROMINENT LANDMARK AND CAN BE SEEN FOR MILES AROUND.
 LW2638'
 LW2638'THE OFFICE OF FRANK E. WATERMAN, ENGINEERS FOR THE TOWN OF EAST
 LW2638'PROVIDENCE, STATES THAT THIS TOWER WAS BUILT AT LEAST 25 YEARS AGO
 LW2638'AND THAT IT REPLACED A LOW STANDPIPE LOCATED TO THE S OF THE
 LW2638'EXISTING TOWER.
 LW2638
 LW2638                          STATION RECOVERY (1937)
 LW2638
 LW2638'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1937
 LW2638'FROM THE INTERSECTION OF HIGHWAYS 103 AND 114 AND EAST PROVIDENCE
 LW2638'GO N ON PAWTUCKET 0.3 MILE TO GREENWICH AVENUE.  THE TANK IS ON
 LW2638'THE N SIDE OF GREENWICH AVENUE.  IT IS A BLACK STEEL WATER TANK
 LW2638'ABOUT 160 FEET HIGH SET UP ON LEGS.  THE TANK ITSELF IS ABOUT
 LW2638'35 FEET HIGH.  IT IS OWNED BY THE EAST PROVIDENCE WATER
 LW2638'COMPANY.  THE POINT OBSERVED ON WAS THE BALL ON THE TOP.
 LW2638
 LW2638                          STATION RECOVERY (1956)
 LW2638
 LW2638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2638'THE STATION WAS RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION
 LW2638'IS ADEQUATE WITH THE FOLLOWING CORRECTION AND ADDITION--
 LW2638'
 LW2638'THE BALL ON TOP OF THE TANK HAS BEEN REPLACED BY A CONE-SHAPED
 LW2638'FINIAL.  DOVER STREET HAS BEEN BUILT BETWEEN THE TANK AND
 LW2638'PAWTUCKET AVENUE.
 LW2638
 LW2638                          STATION RECOVERY (1963)
 LW2638
 LW2638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2638'ALSO CALLED EAST PROVIDENCE WATER TOWER AND EAST PROVIDENCE
 LW2638'WATER COMPANY TANK.
 LW2638'
 LW2638'AN ELEVATED TANK WITH EIGHT LEGS, PAINTED BLACK, AND ABOUT 160
 LW2638'FEET HIGH.  IT IS ABOUT 760 FEET EAST OF PAWTUCKET AVENUE
 LW2638'(STATE HIGHWAY 103) AND 200 FEET NORTH OF GREENWICH
 LW2638'AVENUE.  STATION IS THE BALL FINIAL IN THE CENTER OF THE ROOF.
 LW2638
 LW2638                          STATION RECOVERY (1968)
 LW2638
 LW2638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2638'STATION RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2638
 LW2638                          STATION RECOVERY (1979)
 LW2638
 LW2638'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1979
 LW2638'RECOVERED IN GOOD CONDITION.
 LW2638
 LW2638                          STATION RECOVERY (1986)
 LW2638
 LW2638'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2638'THE STATION WAS RECOVERED AT THIS DATE.
 LW2638'THE TANK IS NOW PAINTED IN A RED AND WHITE CHECKER-BOARD PATTERN.
 LW2638'
 LW2638'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2638
 LW2638                          STATION RECOVERY (1987)
 LW2638
 LW2638'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2638'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW --
 LW2638'THE TANK IS NOW PAINTED A RED AND WHITE CHECKERBOARD PATTERN.
 LW2638'
 LW2638'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2638
 LW2638                          STATION RECOVERY (1997)
 LW2638
 LW2638'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW2638'RECOVERED IN GOOD CONDITION.
 LW2638
 LW2638                          STATION RECOVERY (2004)
 LW2638
 LW2638'RECOVERY NOTE BY   2004
 LW2638'THIS WATER TOWER WAS TORN DOWN AND REPLACED IN 1998
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3345 ***********************************************************************
 LW3345  DESIGNATION -  EAST REAR RANGE
 LW3345  PID         -  LW3345
 LW3345  STATE/COUNTY-  RI/WASHINGTON
 LW3345  USGS QUAD   -  WATCH HILL (1984)
 LW3345
 LW3345                         *CURRENT SURVEY CONTROL
 LW3345  ___________________________________________________________________
 LW3345* NAD 83(1996)-  41 20 31.44391(N)    071 45 59.31720(W)     ADJUSTED  
 LW3345* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LW3345  ___________________________________________________________________
 LW3345  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LW3345  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW3345
 LW3345  HORZ ORDER  -  THIRD
 LW3345
 LW3345.The horizontal coordinates were established by classical geodetic methods
 LW3345.and adjusted by the National Geodetic Survey in August 1998..
 LW3345
 LW3345.The orthometric height was scaled from a topographic map.
 LW3345
 LW3345.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3345
 LW3345.The geoid height was determined by GEOID03.
 LW3345
 LW3345;                    North         East     Units Scale Factor Converg.
 LW3345;SPC RI       -    28,768.614    77,696.349   MT  0.99999987   -0 10 33.7
 LW3345;SPC RI       -    94,385.03    254,908.77   sFT  0.99999987   -0 10 33.7
 LW3345;SPC CT       -   209,367.511   387,117.503   MT  0.99998870   +0 39 07.7
 LW3345;SPC CT       -   686,899.91  1,270,068.01   sFT  0.99998870   +0 39 07.7
 LW3345;UTM  19      - 4,580,423.767   268,530.464   MT  1.00025942   -1 49 41.6
 LW3345
 LW3345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3345!SPC RI       -   1.00000312  x   0.99999987  =   1.00000299
 LW3345!SPC CT       -   1.00000312  x   0.99998870  =   0.99999182
 LW3345!UTM  19      -   1.00000312  x   1.00025942  =   1.00026254
 LW3345
 LW3345                          SUPERSEDED SURVEY CONTROL
 LW3345
 LW3345  NAD 83(1992)-  41 20 31.44258(N)    071 45 59.31640(W) AD(       ) 3
 LW3345  NAD 83(1986)-  41 20 31.44135(N)    071 45 59.31809(W) AD(       ) 3
 LW3345  NAD 27      -  41 20 31.08400(N)    071 46 01.08100(W) AD(       ) 3
 LW3345
 LW3345.Superseded values are not recommended for survey control.
 LW3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3345.See file dsdata.txt to determine how the superseded data were derived.
 LW3345
 LW3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6853080424(NAD 83)
 LW3345_MARKER: DD = SURVEY DISK
 LW3345_SETTING: 0 = UNSPECIFIED SETTING
 LW3345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3345
 LW3345  HISTORY     - Date     Condition        Report By
 LW3345  HISTORY     - 1944     MONUMENTED       CGS
 LW3345  HISTORY     - 1954     GOOD             CGS
 LW3345  HISTORY     - 1989     GOOD             USPSQD
 LW3345
 LW3345                          STATION DESCRIPTION
 LW3345
 LW3345'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW3345'STATION IS ON THE N SIDE OF THE SHORE ROAD (STATE
 LW3345'HIGHWAY), APPROXIMATELY 0.1 MILE E OF THE INTERSECTION OF
 LW3345'THE SHORE ROAD AND THE WEEKAPAUG ROAD, 15.3 METERS W OF
 LW3345'THE FIFTH POWER POLE (N. E. CO. POLE 409) E OF THIS
 LW3345'INTERSECTION, 11.8 METERS NNW OF THE CENTER LINE OF THE
 LW3345'SHORE ROAD, 9.7 METERS WNW OF THE N END OF A SMALL CULVERT
 LW3345'UNDER THE ROAD, APPROXIMATELY 5 METERS W OF THE CENTER
 LW3345'OF A SMALL SAND BORROW PIT, ON TOP OF AND 1 METER N OF THE
 LW3345'EDGE OF A 10-FOOT BANK.  REFERENCE MARK 1 WAS OCCUPIED.
 LW3345'
 LW3345'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT
 LW3345'IS STAMPED EAST REAR RANGE - 1944.
 LW3345'
 LW3345'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 LW3345'IS E OF THE STATION, APPROXIMATELY IN THE CENTER OF
 LW3345'THE SMALL BORROW PIT, AND IS STAMPED R M NO 1 - 1944.
 LW3345'
 LW3345'REFERENCE MARK 2 IS S OF THE STATION, IN THE DITCH LINE
 LW3345'OF THE HIGHWAY.  IT IS A BRONZE REFERENCE DISK SET IN
 LW3345'CONCRETE AND IS STAMPED R M NO 2 - 1944.
 LW3345'
 LW3345'TO REACH THIS STATION FROM WESTERLY, DRIVE ON U.S. HIGHWAY
 LW3345'1 4.2 MILES E FROM THE BRIDGE OVER THE PAWCATUCK RIVER IN WESTERLY TO
 LW3345'DUNNS CORNER.  TURN S ON THE WEEKAPAUG ROAD AND DRIVE S
 LW3345'APPROXIMATELY 0.7 MILE TO THE SHORE ROAD.  TURN E ON THE SHORE
 LW3345'ROAD AND DRIVE 0.1 MILE E TO THE APPROXIMATE LOCATION OF THE
 LW3345'STATION.
 LW3345
 LW3345                          STATION RECOVERY (1954)
 LW3345
 LW3345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3345'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3345'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LW3345'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
 LW3345
 LW3345                          STATION RECOVERY (1989)
 LW3345
 LW3345'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3348 ***********************************************************************
 LW3348  DESIGNATION -  EAST REAR RANGE RM 1
 LW3348  PID         -  LW3348
 LW3348  STATE/COUNTY-  RI/WASHINGTON
 LW3348  USGS QUAD   -  WATCH HILL (1984)
 LW3348
 LW3348                         *CURRENT SURVEY CONTROL
 LW3348  ___________________________________________________________________
 LW3348* NAD 83(1996)-  41 20 31.37326(N)    071 45 59.09244(W)     ADJUSTED  
 LW3348* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LW3348  ___________________________________________________________________
 LW3348  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LW3348  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW3348
 LW3348  HORZ ORDER  -  THIRD
 LW3348
 LW3348.The horizontal coordinates were established by classical geodetic methods
 LW3348.and adjusted by the National Geodetic Survey in August 1998..
 LW3348
 LW3348.The orthometric height was scaled from a topographic map.
 LW3348
 LW3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3348
 LW3348.The geoid height was determined by GEOID03.
 LW3348
 LW3348;                    North         East     Units Scale Factor Converg.
 LW3348;SPC RI       -    28,766.418    77,701.568   MT  0.99999987   -0 10 33.5
 LW3348;SPC RI       -    94,377.82    254,925.89   sFT  0.99999987   -0 10 33.5
 LW3348;SPC CT       -   209,365.391   387,122.753   MT  0.99998870   +0 39 07.8
 LW3348;SPC CT       -   686,892.95  1,270,085.23   sFT  0.99998870   +0 39 07.8
 LW3348;UTM  19      - 4,580,421.421   268,535.619   MT  1.00025940   -1 49 41.4
 LW3348
 LW3348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3348!SPC RI       -   1.00000312  x   0.99999987  =   1.00000299
 LW3348!SPC CT       -   1.00000312  x   0.99998870  =   0.99999182
 LW3348!UTM  19      -   1.00000312  x   1.00025940  =   1.00026252
 LW3348
 LW3348:                Primary Azimuth Mark                     Grid Az
 LW3348:SPC RI       -  CHAPMAN                                  142 45 48.4
 LW3348:SPC CT       -  CHAPMAN                                  141 56 07.1
 LW3348:UTM  19      -  CHAPMAN                                  144 24 56.3
 LW3348
 LW3348|---------------------------------------------------------------------|
 LW3348| PID    Reference Object                     Distance      Geod. Az  |
 LW3348|                                                           dddmmss.s |
 LW3348| LW0822 CHAPMAN                             APPROX. 1.4 KM 1423514.9 |
 LW3348| CB7675 EAST REAR RANGE RM 2                  5.970 METERS 23756     |
 LW3348| LW3277 FORT HILL NEW TANK                  APPROX. 4.2 KM 2643647.3 |
 LW3348| LW3345 EAST REAR RANGE                       5.662 METERS 29238     |
 LW3348|---------------------------------------------------------------------|
 LW3348
 LW3348                          SUPERSEDED SURVEY CONTROL
 LW3348
 LW3348  NAD 83(1992)-  41 20 31.37193(N)    071 45 59.09164(W) AD(       ) 3
 LW3348  NAD 83(1986)-  41 20 31.37070(N)    071 45 59.09332(W) AD(       ) 3
 LW3348  NAD 27      -  41 20 31.01300(N)    071 46 00.85600(W) AD(       ) 3
 LW3348
 LW3348.Superseded values are not recommended for survey control.
 LW3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3348.See file dsdata.txt to determine how the superseded data were derived.
 LW3348
 LW3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6853680421(NAD 83)
 LW3348_MARKER: DR = REFERENCE MARK DISK
 LW3348_SETTING: 0 = UNSPECIFIED SETTING
 LW3348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3348
 LW3348  HISTORY     - Date     Condition        Report By
 LW3348  HISTORY     - 1944     MONUMENTED       CGS
 LW3348  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW3348
 LW3348                          STATION DESCRIPTION
 LW3348
 LW3348'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 LW3348'STATION EAST REAR RANGE IS ON THE N SIDE OF THE SHORE ROAD (STATE
 LW3348'HIGHWAY), APPROXIMATELY 0.1 MILE E OF THE INTERSECTION OF
 LW3348'THE SHORE ROAD AND THE WEEKAPAUG ROAD, 15.3 METERS W OF
 LW3348'THE FIFTH POWER POLE (N. E. CO. POLE 409) E OF THIS
 LW3348'INTERSECTION, 11.8 METERS NNW OF THE CENTER LINE OF THE
 LW3348'SHORE ROAD, 9.7 METERS WNW OF THE N END OF A SMALL CULVERT
 LW3348'UNDER THE ROAD, APPROXIMATELY 5 METERS W OF THE CENTER
 LW3348'OF A SMALL SAND BORROW PIT, ON TOP OF AND 1 METER N OF THE
 LW3348'EDGE OF A 10-FOOT BANK.  REFERENCE MARK 1 WAS OCCUPIED.
 LW3348'
 LW3348'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 LW3348'IS E OF THE STATION, APPROXIMATELY IN THE CENTER OF
 LW3348'THE SMALL BORROW PIT, AND IS STAMPED R M NO 1 - 1944.
 LW3348'TO REACH THIS STATION FROM WESTERLY, DRIVE ON U.S. HIGHWAY
 LW3348'1 4.2 MILES E FROM THE BRIDGE OVER THE PAWCATUCK RIVER IN WESTERLY TO
 LW3348'DUNNS CORNER.  TURN S ON THE WEEKAPAUG ROAD AND DRIVE S
 LW3348'APPROXIMATELY 0.7 MILE TO THE SHORE ROAD.  TURN E ON THE SHORE
 LW3348'ROAD AND DRIVE 0.1 MILE E TO THE APPROXIMATE LOCATION OF THE
 LW3348'STATION.
 LW3348
 LW3348                          STATION RECOVERY (1989)
 LW3348
 LW3348'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1332 ***********************************************************************
 LW1332  DESIGNATION -  EAST RM 1
 LW1332  PID         -  LW1332
 LW1332  STATE/COUNTY-  RI/PROVIDENCE
 LW1332  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1332
 LW1332                         *CURRENT SURVEY CONTROL
 LW1332  ___________________________________________________________________
 LW1332* NAD 83(1986)-  41 47 17.     (N)    071 34 42.     (W)     SCALED    
 LW1332* NAVD 88     -       132.608  (meters)     435.06   (feet)  ADJUSTED  
 LW1332  ___________________________________________________________________
 LW1332  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW1332  DYNAMIC HT  -         132.563 (meters)     434.92  (feet)  COMP
 LW1332  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LW1332
 LW1332  VERT ORDER  -  SECOND    CLASS 0
 LW1332
 LW1332.The horizontal coordinates were scaled from a topographic map and have
 LW1332.an estimated accuracy of +/- 6 seconds.
 LW1332
 LW1332.The orthometric height was determined by differential leveling
 LW1332.and adjusted by the National Geodetic Survey in June 1991..
 LW1332
 LW1332.The geoid height was determined by GEOID03.
 LW1332
 LW1332.The dynamic height is computed by dividing the NAVD 88
 LW1332.geopotential number by the normal gravity value computed on the
 LW1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1332.degrees latitude (g = 980.6199 gals.).
 LW1332
 LW1332.The modeled gravity was interpolated from observed gravity values.
 LW1332
 LW1332;                    North         East    Units  Estimated Accuracy
 LW1332;SPC RI       -    78,270.       93,490.      MT  (+/- 180 meters Scaled)
 LW1332
 LW1332                          SUPERSEDED SURVEY CONTROL
 LW1332
 LW1332  NGVD 29 (??/??/92)  132.856  (m)          435.88   (f) ADJ UNCH    2 0
 LW1332
 LW1332.Superseded values are not recommended for survey control.
 LW1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1332.See file dsdata.txt to determine how the superseded data were derived.
 LW1332
 LW1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG857294(NAD 83)
 LW1332_MARKER: DR = REFERENCE MARK DISK
 LW1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1332_STAMPING: EAST NO 1 1968
 LW1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1332+STABILITY: SURFACE MOTION
 LW1332
 LW1332  HISTORY     - Date     Condition        Report By
 LW1332  HISTORY     - 1968     MONUMENTED       CGS
 LW1332  HISTORY     - 1969     GOOD             NGS
 LW1332  HISTORY     - 1987     GOOD             USPSQD
 LW1332  HISTORY     - 1988     GOOD             USPSQD
 LW1332
 LW1332                          STATION DESCRIPTION
 LW1332
 LW1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1332'3.3 MI S FROM NORTH SCITUATE.
 LW1332'ABOUT 3.3 MILES SOUTH ALONG THE STATE HIGHWAY 116 FROM THE
 LW1332'INTERSECTION OF DANNIELSON PIKE AT NORTH SCITUATE, 108 1/2 FEET
 LW1332'EAST OF THE CENTER LINE OF THE HIGHWAY, 63.6 FEET EAST OF THE
 LW1332'STATION MARK DESCRIBED, 7 FEET NORTH OF AN OLD ROCK FENCE,
 LW1332'18 1/2 FEET SOUTHEAST OF A 20-INCH PINE TREE, 1.5 FEET SOUTHWEST
 LW1332'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LW1332'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE THE LEVEL
 LW1332'OF THE GROUND.
 LW1332
 LW1332                          STATION RECOVERY (1987)
 LW1332
 LW1332'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1332'RECOVERED IN GOOD CONDITION.
 LW1332
 LW1332                          STATION RECOVERY (1988)
 LW1332
 LW1332'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1334 ***********************************************************************
 LW1334  DESIGNATION -  EAST RM 2
 LW1334  PID         -  LW1334
 LW1334  STATE/COUNTY-  RI/PROVIDENCE
 LW1334  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1334
 LW1334                         *CURRENT SURVEY CONTROL
 LW1334  ___________________________________________________________________
 LW1334* NAD 83(1986)-  41 47 17.     (N)    071 34 42.     (W)     SCALED    
 LW1334* NAVD 88     -       132.576  (meters)     434.96   (feet)  ADJUSTED  
 LW1334  ___________________________________________________________________
 LW1334  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW1334  DYNAMIC HT  -         132.531 (meters)     434.81  (feet)  COMP
 LW1334  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LW1334
 LW1334  VERT ORDER  -  SECOND    CLASS 0
 LW1334
 LW1334.The horizontal coordinates were scaled from a topographic map and have
 LW1334.an estimated accuracy of +/- 6 seconds.
 LW1334
 LW1334.The orthometric height was determined by differential leveling
 LW1334.and adjusted by the National Geodetic Survey in June 1991..
 LW1334
 LW1334.The geoid height was determined by GEOID03.
 LW1334
 LW1334.The dynamic height is computed by dividing the NAVD 88
 LW1334.geopotential number by the normal gravity value computed on the
 LW1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1334.degrees latitude (g = 980.6199 gals.).
 LW1334
 LW1334.The modeled gravity was interpolated from observed gravity values.
 LW1334
 LW1334;                    North         East    Units  Estimated Accuracy
 LW1334;SPC RI       -    78,270.       93,490.      MT  (+/- 180 meters Scaled)
 LW1334
 LW1334                          SUPERSEDED SURVEY CONTROL
 LW1334
 LW1334  NGVD 29 (??/??/92)  132.823  (m)          435.77   (f) ADJ UNCH    2 0
 LW1334
 LW1334.Superseded values are not recommended for survey control.
 LW1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1334.See file dsdata.txt to determine how the superseded data were derived.
 LW1334
 LW1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG857294(NAD 83)
 LW1334_MARKER: DR = REFERENCE MARK DISK
 LW1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1334_STAMPING: EAST NO 2 1968
 LW1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1334+STABILITY: SURFACE MOTION
 LW1334
 LW1334  HISTORY     - Date     Condition        Report By
 LW1334  HISTORY     - 1968     MONUMENTED       CGS
 LW1334  HISTORY     - 1969     GOOD             NGS
 LW1334  HISTORY     - 1987     GOOD             USPSQD
 LW1334  HISTORY     - 1988     GOOD             USPSQD
 LW1334
 LW1334                          STATION DESCRIPTION
 LW1334
 LW1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1334'3.8 MI S FROM NORTH SCITUATE.
 LW1334'ABOUT 3.75 MILES SOUTH ALONG STATE HIGHWAY 116 FROM THE
 LW1334'INTERSECTION OF DANNIELSON PIKE AT NORTH SCITUATE, 107.8 FEET
 LW1334'SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE STATION MARK
 LW1334'DESCRIBED, 44 1/2 FEET NORTH OF THE SOUTHEAST CORNER OF A FENCE
 LW1334'AROUND A ONE STORY RESIDENCE, 24 FEET WEST OF THE CENTER LINE
 LW1334'OF THE HIGHWAY, 50 1/2 FEET SOUTH OF POWER LINE POLE 169, 1 FOOT
 LW1334'EAST OF A NORTH-SOUTH FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY
 LW1334'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW1334
 LW1334                          STATION RECOVERY (1987)
 LW1334
 LW1334'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1334'RECOVERED IN GOOD CONDITION.
 LW1334
 LW1334                          STATION RECOVERY (1988)
 LW1334
 LW1334'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1335 ***********************************************************************
 LW1335  DESIGNATION -  EAST RM 3
 LW1335  PID         -  LW1335
 LW1335  STATE/COUNTY-  RI/PROVIDENCE
 LW1335  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1335
 LW1335                         *CURRENT SURVEY CONTROL
 LW1335  ___________________________________________________________________
 LW1335* NAD 83(1986)-  41 47 17.     (N)    071 34 42.     (W)     SCALED    
 LW1335* NAVD 88     -       133.425  (meters)     437.75   (feet)  ADJUSTED  
 LW1335  ___________________________________________________________________
 LW1335  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW1335  DYNAMIC HT  -         133.380 (meters)     437.60  (feet)  COMP
 LW1335  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LW1335
 LW1335  VERT ORDER  -  SECOND    CLASS 0
 LW1335
 LW1335.The horizontal coordinates were scaled from a topographic map and have
 LW1335.an estimated accuracy of +/- 6 seconds.
 LW1335
 LW1335.The orthometric height was determined by differential leveling
 LW1335.and adjusted by the National Geodetic Survey in June 1991..
 LW1335
 LW1335.The geoid height was determined by GEOID03.
 LW1335
 LW1335.The dynamic height is computed by dividing the NAVD 88
 LW1335.geopotential number by the normal gravity value computed on the
 LW1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1335.degrees latitude (g = 980.6199 gals.).
 LW1335
 LW1335.The modeled gravity was interpolated from observed gravity values.
 LW1335
 LW1335;                    North         East    Units  Estimated Accuracy
 LW1335;SPC RI       -    78,270.       93,490.      MT  (+/- 180 meters Scaled)
 LW1335
 LW1335                          SUPERSEDED SURVEY CONTROL
 LW1335
 LW1335  NGVD 29 (??/??/92)  133.672  (m)          438.56   (f) ADJ UNCH    2 0
 LW1335
 LW1335.Superseded values are not recommended for survey control.
 LW1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1335.See file dsdata.txt to determine how the superseded data were derived.
 LW1335
 LW1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG857294(NAD 83)
 LW1335_MARKER: DR = REFERENCE MARK DISK
 LW1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1335_STAMPING: EAST NO 3 1968
 LW1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1335+STABILITY: SURFACE MOTION
 LW1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1335+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 LW1335
 LW1335  HISTORY     - Date     Condition        Report By
 LW1335  HISTORY     - 1968     MONUMENTED       CGS
 LW1335  HISTORY     - 1969     GOOD             NGS
 LW1335  HISTORY     - 1987     GOOD             USPSQD
 LW1335  HISTORY     - 1988     GOOD             USPSQD
 LW1335  HISTORY     - 20050215 GOOD             USPSQD
 LW1335
 LW1335                          STATION DESCRIPTION
 LW1335
 LW1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1335'3.3 MI S FROM NORTH SCITUATE.
 LW1335'ABOUT 3.3 MILES SOUTH ALONG STATE HIGHWAY 116 FROM THE
 LW1335'INTERSECTION OF DANNIELSON PIKE AT NORTH SCITUATE, ABOUT 0.2
 LW1335'MILE NORTH OF THE INTERSECTION OF STATE HIGHWAY 14, 27292 FEET
 LW1335'SOUTH OF AND ACROSS THE HIGHWAY FROM THE STATION MARK DESCRIBED,
 LW1335'41 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING WEST
 LW1335'THROUGH A 3 FOOT HIGH STONE FENCE, 23 FEET WEST OF THE CENTER
 LW1335'LINE OF THE HIGHWAY, 6 1/2 FEET NORTHWEST OF POWER LINE POLE 167,
 LW1335'1.5 FEET EAST OF THE EAST FACE OF A ROCK FENCE, 2.6 FEET SOUTH
 LW1335'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LW1335'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 LW1335'LEVEL OF THE GROUND.
 LW1335
 LW1335                          STATION RECOVERY (1987)
 LW1335
 LW1335'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1335'RECOVERED IN GOOD CONDITION.
 LW1335
 LW1335                          STATION RECOVERY (1988)
 LW1335
 LW1335'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1335'RECOVERED IN GOOD CONDITION.
 LW1335
 LW1335                          STATION RECOVERY (2005)
 LW1335
 LW1335'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2818 ***********************************************************************
 LW2818  DESIGNATION -  EAST ROCK
 LW2818  PID         -  LW2818
 LW2818  STATE/COUNTY-  RI/BRISTOL
 LW2818  USGS QUAD   -  SAKONNET POINT (1970)
 LW2818
 LW2818                         *CURRENT SURVEY CONTROL
 LW2818  ___________________________________________________________________
 LW2818* NAD 83(1996)-  41 27 04.49017(N)    071 11 36.61867(W)     ADJUSTED  
 LW2818* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2818  ___________________________________________________________________
 LW2818  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LW2818  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LW2818
 LW2818  HORZ ORDER  -  SECOND
 LW2818
 LW2818.The horizontal coordinates were established by classical geodetic methods
 LW2818.and adjusted by the National Geodetic Survey in August 1998..
 LW2818
 LW2818.The orthometric height was scaled from a topographic map.
 LW2818
 LW2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2818
 LW2818.The geoid height was determined by GEOID03.
 LW2818
 LW2818;                    North         East     Units Scale Factor Converg.
 LW2818;SPC RI       -    40,905.273   125,610.181   MT  1.00000182   +0 12 10.4
 LW2818;SPC RI       -   134,203.38    412,106.07   sFT  1.00000182   +0 12 10.4
 LW2818;SPC MA M     -   800,166.300   225,611.537   MT  1.00004943   +0 12 21.2
 LW2818;SPC MA M     - 2,625,212.27    740,193.85   sFT  1.00004943   +0 12 21.2
 LW2818;UTM  19      - 4,591,174.047   316,781.129   MT  1.00001313   -1 27 08.9
 LW2818
 LW2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2818!SPC RI       -   1.00000378  x   1.00000182  =   1.00000560
 LW2818!SPC MA M     -   1.00000378  x   1.00004943  =   1.00005321
 LW2818!UTM  19      -   1.00000378  x   1.00001313  =   1.00001691
 LW2818
 LW2818:                Primary Azimuth Mark                     Grid Az
 LW2818:SPC RI       -  LITTLE COMPTON CONG CH SPIRE             015 51 38.9
 LW2818:SPC MA M     -  LITTLE COMPTON CONG CH SPIRE             015 51 28.1
 LW2818:UTM  19      -  LITTLE COMPTON CONG CH SPIRE             017 30 58.2
 LW2818
 LW2818|---------------------------------------------------------------------|
 LW2818| PID    Reference Object                     Distance      Geod. Az  |
 LW2818|                                                           dddmmss.s |
 LW2818| LW2163 LITTLE COMPTON CONG CH SPIRE        APPROX. 6.7 KM 0160349.3 |
 LW2818| LW2816 GARDNERS DR HOUSE S CHIMNEY         APPROX. 1.6 KM 0422027.3 |
 LW2818| LW2804 WHITE BARN CUPOLA                   APPROX. 2.2 KM 0490917.1 |
 LW2818| CB7678 EAST ROCK RM                          6.780 METERS 09403     |
 LW2818| LW2798 SAKONNET LH                         APPROX. 0.8 KM 2853417.5 |
 LW2818| LW2432 PARADISE ROCK 2                     APPROX. 8.0 KM 3134658.5 |
 LW2818| LW2815 HOTEL LYMAN SPIRE                   APPROX. 1.3 KM 3512909.7 |
 LW2818| LW2800 WINDMILL ON TANK                    APPROX. 1.2 KM 3560357.9 |
 LW2818|---------------------------------------------------------------------|
 LW2818
 LW2818                          SUPERSEDED SURVEY CONTROL
 LW2818
 LW2818  NAD 83(1996)-  41 27 04.49026(N)    071 11 36.61814(W) AD(       ) 2
 LW2818  NAD 83(1992)-  41 27 04.48825(N)    071 11 36.61812(W) AD(       ) 2
 LW2818  NAD 83(1992)-  41 27 04.48820(N)    071 11 36.61772(W) AD(       ) 2
 LW2818  NAD 83(1986)-  41 27 04.48871(N)    071 11 36.61569(W) AD(       ) 2
 LW2818  NAD 27      -  41 27 04.11800(N)    071 11 38.44800(W) AD(       ) 2
 LW2818
 LW2818.Superseded values are not recommended for survey control.
 LW2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2818.See file dsdata.txt to determine how the superseded data were derived.
 LW2818
 LW2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1678191174(NAD 83)
 LW2818_MARKER: E = EARTHENWARE POT
 LW2818_SETTING: 0 = UNSPECIFIED SETTING
 LW2818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2818
 LW2818  HISTORY     - Date     Condition        Report By
 LW2818  HISTORY     - 1843     MONUMENTED       CGS
 LW2818  HISTORY     - 1917     GOOD             CGS
 LW2818  HISTORY     - 1954     GOOD             CGS
 LW2818
 LW2818                          STATION DESCRIPTION
 LW2818
 LW2818'DESCRIBED BY COAST AND GEODETIC SURVEY 1843 (EB)
 LW2818'STATION MARKED BY AN EARTHENWAVE CONE.
 LW2818
 LW2818                          STATION RECOVERY (1917)
 LW2818
 LW2818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917
 LW2818'STATION IS ON THE HIGHEST PART OF THE W END OF EAST ISLAND WHICH
 LW2818'LIES ABOUT 300 METERS TO THE SOUTHWARD OF SAKONNET POINT, THE
 LW2818'EASTERN POINT OF THE ENTRANCE TO SAKONNET RIVER.  THE STATION IS
 LW2818'MARKED BY A STANDARD BRASS DISK SET IN CEMENT CONTAINED IN THE
 LW2818'EARTHENWARE CONE FORMING THE ORIGINAL STATION MARK.  A STANDARD
 LW2818'REFERENCE MARK IS ALSO SET IN THE ROCK 6.78 METERS (22.24 FEET) TO
 LW2818'THE EASTWARD OF THE STATION.
 LW2818
 LW2818                          STATION RECOVERY (1954)
 LW2818
 LW2818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2818'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE 1934
 LW2818'RECOVERY NOTE BY W.D.P. IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3107 ***********************************************************************
 LW3107  DESIGNATION -  EDGE
 LW3107  PID         -  LW3107
 LW3107  STATE/COUNTY-  RI/WASHINGTON
 LW3107  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3107
 LW3107                         *CURRENT SURVEY CONTROL
 LW3107  ___________________________________________________________________
 LW3107* NAD 83(1996)-  41 08 50.32705(N)    071 35 55.63745(W)     ADJUSTED  
 LW3107* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 LW3107  ___________________________________________________________________
 LW3107  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 LW3107  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LW3107
 LW3107  HORZ ORDER  -  THIRD
 LW3107
 LW3107.The horizontal coordinates were established by classical geodetic methods
 LW3107.and adjusted by the National Geodetic Survey in August 1998..
 LW3107
 LW3107.The orthometric height was scaled from a topographic map.
 LW3107
 LW3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3107
 LW3107.The geoid height was determined by GEOID03.
 LW3107
 LW3107;                    North         East     Units Scale Factor Converg.
 LW3107;SPC RI       -     7,110.002    91,707.022   MT  0.99999460   -0 03 54.0
 LW3107;SPC RI       -    23,326.73    300,875.45   sFT  0.99999460   -0 03 54.0
 LW3107;UTM  19      - 4,558,365.997   281,915.116   MT  1.00018539   -1 42 38.4
 LW3107
 LW3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3107!SPC RI       -   0.99999985  x   0.99999460  =   0.99999445
 LW3107!UTM  19      -   0.99999985  x   1.00018539  =   1.00018524
 LW3107
 LW3107:                Primary Azimuth Mark                     Grid Az
 LW3107:SPC RI       -  SOUTHWEST                                029 31 48.0
 LW3107:UTM  19      -  SOUTHWEST                                031 10 32.4
 LW3107
 LW3107|---------------------------------------------------------------------|
 LW3107| PID    Reference Object                     Distance      Geod. Az  |
 LW3107|                                                           dddmmss.s |
 LW3107| LW0912 SOUTHWEST                           400.557 METERS 0292754.0 |
 LW3107| LW3117 CHIM                                APPROX. 1.4 KM 3135614.0 |
 LW3107|---------------------------------------------------------------------|
 LW3107
 LW3107                          SUPERSEDED SURVEY CONTROL
 LW3107
 LW3107  NAD 83(1996)-  41 08 50.32521(N)    071 35 55.63605(W) AD(       ) 3
 LW3107  NAD 83(1992)-  41 08 50.32504(N)    071 35 55.63623(W) AD(       ) 3
 LW3107  NAD 83(1992)-  41 08 50.32376(N)    071 35 55.63723(W) AD(       ) 3
 LW3107  NAD 83(1986)-  41 08 50.32111(N)    071 35 55.63824(W) AD(       ) 3
 LW3107  NAD 27      -  41 08 49.96000(N)    071 35 57.43000(W) AD(       ) 3
 LW3107
 LW3107.Superseded values are not recommended for survey control.
 LW3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3107.See file dsdata.txt to determine how the superseded data were derived.
 LW3107
 LW3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8191558366(NAD 83)
 LW3107_MARKER: 85 = CHIMNEY
 LW3107
 LW3107  HISTORY     - Date     Condition        Report By
 LW3107  HISTORY     - 1912     FIRST OBSERVED   CGS
 LW3107
 LW3107                          STATION DESCRIPTION
 LW3107
 LW3107'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (NHH)
 LW3107'STATION IS ON SOUTHWEST POINT, ON BLOCK ISLAND.  THE STATION
 LW3107'IS THE HIGHER OF THE TWO CHIMNEYS ON DR. CAMPBELLS COTTAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1875 ***********************************************************************
 LW1875  DESIGNATION -  EG 001
 LW1875  PID         -  LW1875
 LW1875  STATE/COUNTY-  RI/KENT
 LW1875  USGS QUAD   -  CROMPTON (1995)
 LW1875
 LW1875                         *CURRENT SURVEY CONTROL
 LW1875  ___________________________________________________________________
 LW1875* NAD 83(1996)-  41 39 32.37983(N)    071 32 30.31434(W)     ADJUSTED  
 LW1875* NAVD 88     -       112.202  (meters)     368.12   (feet)  ADJUSTED  
 LW1875  ___________________________________________________________________
 LW1875  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 LW1875  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW1875  DYNAMIC HT  -         112.162 (meters)     367.98  (feet)  COMP
 LW1875  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 LW1875
 LW1875  HORZ ORDER  -  SECOND
 LW1875  VERT ORDER  -  SECOND    CLASS II
 LW1875
 LW1875.The horizontal coordinates were established by classical geodetic methods
 LW1875.and adjusted by the National Geodetic Survey in August 1998..
 LW1875
 LW1875.The orthometric height was determined by differential leveling
 LW1875.and adjusted by the National Geodetic Survey in June 1991..
 LW1875
 LW1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1875
 LW1875.The geoid height was determined by GEOID03.
 LW1875
 LW1875.The dynamic height is computed by dividing the NAVD 88
 LW1875.geopotential number by the normal gravity value computed on the
 LW1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1875.degrees latitude (g = 980.6199 gals.).
 LW1875
 LW1875.The modeled gravity was interpolated from observed gravity values.
 LW1875
 LW1875;                    North         East     Units Scale Factor Converg.
 LW1875;SPC RI       -    63,933.988    96,522.264   MT  0.99999390   -0 01 39.9
 LW1875;SPC RI       -   209,756.76    316,673.46   sFT  0.99999390   -0 01 39.9
 LW1875;UTM  19      - 4,615,037.178   288,369.654   MT  1.00015118   -1 41 24.4
 LW1875
 LW1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1875!SPC RI       -   0.99998711  x   0.99999390  =   0.99998101
 LW1875!UTM  19      -   0.99998711  x   1.00015118  =   1.00013829
 LW1875
 LW1875                          SUPERSEDED SURVEY CONTROL
 LW1875
 LW1875  NAD 83(1996)-  41 39 32.37903(N)    071 32 30.31387(W) AD(       ) 2
 LW1875  NAD 83(1992)-  41 39 32.37846(N)    071 32 30.31357(W) AD(       ) 2
 LW1875  NAD 83(1992)-  41 39 32.37792(N)    071 32 30.31362(W) AD(       ) 2
 LW1875  NAD 83(1986)-  41 39 32.37798(N)    071 32 30.31321(W) AD(       ) 2
 LW1875  NGVD 29 (12/08/88)  112.46   (m)          369.0    (f) LEVELING    3  
 LW1875
 LW1875.Superseded values are not recommended for survey control.
 LW1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1875.See file dsdata.txt to determine how the superseded data were derived.
 LW1875
 LW1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8837015037(NAD 83)
 LW1875_MARKER: DD = SURVEY DISK
 LW1875_SETTING: 80 = SET IN A BOULDER
 LW1875_SP_SET: BOULDER
 LW1875_STAMPING: EG 001 1984
 LW1875_MARK LOGO: RIGS  
 LW1875_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1875+STABILITY: SURFACE MOTION
 LW1875
 LW1875  HISTORY     - Date     Condition        Report By
 LW1875  HISTORY     - 1984     MONUMENTED       RIGS
 LW1875  HISTORY     - 1984     GOOD             RIGS
 LW1875  HISTORY     - 1985     GOOD             RIGS
 LW1875
 LW1875                          STATION DESCRIPTION
 LW1875
 LW1875'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1875'THE STATION IS LOCATED ABOUT 9.0 KM (5.6 MI)
 LW1875'SOUTHEAST OF COVENTRY CENTER,
 LW1875'5.5 KM (3.4 MI) NORTHEAST OF FRENCHTOWN, ON THE SOUTH SIDE OF
 LW1875'INTERSTATE HIGHWAY 95.
 LW1875'OWNERSHIP--STATE RIGHT-OF-WAY.
 LW1875'
 LW1875'TO REACH THE STATION FROM THE JUNCTION OF I-95 AND THE NEW LONDON
 LW1875'TURNPIKE (EXIT 7), WHICH IS ABOUT 8.9 KM (5.5 MI) SOUTHEAST OF
 LW1875'COVENTRY CENTER, GO NORTHEAST FOR 0.5 KM (0.3 MI) ON I-95 TO THE
 LW1875'STATION ON THE RIGHT.
 LW1875'
 LW1875'THE STATION IS A STANDARD RIGS DISK
 LW1875'STAMPED---EG 001 1984---,
 LW1875'SET INTO A DRILLHOLE IN A BOULDER PROJECTING 6 INCHES ABOVE GROUND.
 LW1875'LOCATED
 LW1875'30.4 METERS (99.7 FT) SOUTH FROM THE CENTERLINE OF I-95 NORTHBOUND,
 LW1875'12.2 METERS (39.9 FT) WEST-NORTHWEST FROM AN 8 INCH OAK BLAZED WITH
 LW1875'A TRIANGLE,
 LW1875'11.9 METERS (38.9 FT) NORTHEAST FROM THE JUNCTION POST OF THE
 LW1875'RIGHT-OF-WAY FENCE,
 LW1875'2.2 METERS (7.3 FT) NORTH-NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1875
 LW1875                          STATION RECOVERY (1984)
 LW1875
 LW1875'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1875'5.5 KM (3.4 MI) NW FROM FRENCHTOWN.
 LW1875'TO REACH THE STATION FROM THE JUNCTION OF I-95 AND THE NEW LONDON
 LW1875'TURNPIKE (EXIT 7), WHICH IS ABOUT 8.9 KM (5.5 MI) SOUTHEAST OF
 LW1875'COVENTRY CENTER, GO NORTHEAST FOR 0.5 KM (0.3 MI) ON I-95 TO THE
 LW1875'STATION ON THE RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO A
 LW1875'DRILLHOLE IN A BOULDER PROJECTING 6 INCHES ABOVE GROUND.  LOCATED
 LW1875'30.4 METERS (99.7 FT) SOUTH FROM THE CENTERLINE OF I-95 NORTHBOUND,
 LW1875'12.2 METERS (39.9 FT) WEST-NORTHWEST FROM AN 8 INCH OAK BLAZED WITH A
 LW1875'TRIANGLE, 11.9 METERS (38.9 FT) NORTHEAST FROM THE JUNCTION POST OF
 LW1875'THE RIGHT-OF-WAY FENCE, 2.2 METERS (7.3 FT) NORTH-NORTHEAST FROM A
 LW1875'FIBERGLASS WITNESS POST.
 LW1875
 LW1875                          STATION RECOVERY (1985)
 LW1875
 LW1875'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW1875'THE STATION WAS RECOVERED AT THIS DATE.
 LW1875'
 LW1875'DESCRIBED BY THE RHODE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5661 ***********************************************************************
 LW5661  DESIGNATION -  EG 002
 LW5661  PID         -  LW5661
 LW5661  STATE/COUNTY-  RI/KENT
 LW5661  USGS QUAD   -  EAST GREENWICH (1975)
 LW5661
 LW5661                         *CURRENT SURVEY CONTROL
 LW5661  ___________________________________________________________________
 LW5661* NAD 83(1996)-  41 39 38.88269(N)    071 29 25.38353(W)     ADJUSTED  
 LW5661* NAVD 88     -        53.713  (meters)     176.22   (feet)  ADJUSTED  
 LW5661  ___________________________________________________________________
 LW5661  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 LW5661  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW5661  DYNAMIC HT  -          53.694 (meters)     176.16  (feet)  COMP
 LW5661  MODELED GRAV-     980,280.9   (mgal)                       NAVD 88
 LW5661
 LW5661  HORZ ORDER  -  SECOND
 LW5661  VERT ORDER  -  SECOND    CLASS II
 LW5661
 LW5661.The horizontal coordinates were established by classical geodetic methods
 LW5661.and adjusted by the National Geodetic Survey in August 1998..
 LW5661
 LW5661.The orthometric height was determined by differential leveling
 LW5661.and adjusted by the National Geodetic Survey in April 1995..
 LW5661
 LW5661.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5661
 LW5661.The geoid height was determined by GEOID03.
 LW5661
 LW5661.The dynamic height is computed by dividing the NAVD 88
 LW5661.geopotential number by the normal gravity value computed on the
 LW5661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5661.degrees latitude (g = 980.6199 gals.).
 LW5661
 LW5661.The modeled gravity was interpolated from observed gravity values.
 LW5661
 LW5661;                    North         East     Units Scale Factor Converg.
 LW5661;SPC RI       -    64,133.814   100,800.879   MT  0.99999376   +0 00 23.0
 LW5661;SPC RI       -   210,412.35    330,710.88   sFT  0.99999376   +0 00 23.0
 LW5661;UTM  19      - 4,615,112.809   292,652.891   MT  1.00012909   -1 39 21.6
 LW5661
 LW5661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5661!SPC RI       -   0.99999628  x   0.99999376  =   0.99999004
 LW5661!UTM  19      -   0.99999628  x   1.00012909  =   1.00012537
 LW5661
 LW5661                          SUPERSEDED SURVEY CONTROL
 LW5661
 LW5661  NAD 83(1996)-  41 39 38.88202(N)    071 29 25.38306(W) AD(       ) 2
 LW5661  NAD 83(1992)-  41 39 38.88127(N)    071 29 25.38275(W) AD(       ) 2
 LW5661  NAD 83(1992)-  41 39 38.88078(N)    071 29 25.38276(W) AD(       ) 2
 LW5661  NAD 83(1986)-  41 39 38.88149(N)    071 29 25.38087(W) AD(       ) 2
 LW5661  NGVD 29 (06/03/94)   53.98   (m)          177.1    (f) LEVELING    3  
 LW5661
 LW5661.Superseded values are not recommended for survey control.
 LW5661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5661.See file dsdata.txt to determine how the superseded data were derived.
 LW5661
 LW5661_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9265315113(NAD 83)
 LW5661_MARKER: DD = SURVEY DISK
 LW5661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5661_SP_SET: CONCRETE POST
 LW5661_STAMPING: EG 002 1988
 LW5661_MARK LOGO: RIGS  
 LW5661_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5661+STABILITY: SURFACE MOTION
 LW5661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5661+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LW5661
 LW5661  HISTORY     - Date     Condition        Report By
 LW5661  HISTORY     - 1988     MONUMENTED       RIGS
 LW5661
 LW5661                          STATION DESCRIPTION
 LW5661
 LW5661'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5661'THE STATION IS LOCATED ABOUT 3.38 KM (2.10 MI) WEST OF EAST GREENWICH
 LW5661'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM WHERE STATE
 LW5661'HIGHWAY 4 PASSES UNDER STATE HIGHWAY 401 BRIDGE, GO SOUTH FOR 0.24 KM
 LW5661'(0.15 MI) ON HIGHWAY 4 TO THE STATION ON THE RIGHT.  IT IS 16.3 M
 LW5661'(53.5 FT) NORTH FROM AN ALUMINUM LIGHT POLE 142, 12.5 M (41.0 FT)
 LW5661'WEST FROM THE CENTERLINE OF THREE TRAVEL LANES OF HIGHWAY 4
 LW5661'SOUTHBOUND, 8.1 M (26.6 FT) EAST FROM A RAMP CENTERLINE FROM HIGHWAY
 LW5661'401 TO HIGHWAY 4 SOUTHBOUND, 1.95 M (6.4 FT) EAST FROM A FIBERGLASS
 LW5661'WITNESS POST.  MARK IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5662 ***********************************************************************
 LW5662  DESIGNATION -  EG 003
 LW5662  PID         -  LW5662
 LW5662  STATE/COUNTY-  RI/KENT
 LW5662  USGS QUAD   -  EAST GREENWICH (1975)
 LW5662
 LW5662                         *CURRENT SURVEY CONTROL
 LW5662  ___________________________________________________________________
 LW5662* NAD 83(1996)-  41 38 59.62196(N)    071 29 19.55246(W)     ADJUSTED  
 LW5662* NAVD 88     -        60.446  (meters)     198.31   (feet)  ADJUSTED  
 LW5662  ___________________________________________________________________
 LW5662  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 LW5662  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW5662  DYNAMIC HT  -          60.425 (meters)     198.24  (feet)  COMP
 LW5662  MODELED GRAV-     980,280.6   (mgal)                       NAVD 88
 LW5662
 LW5662  HORZ ORDER  -  SECOND
 LW5662  VERT ORDER  -  SECOND    CLASS II
 LW5662
 LW5662.The horizontal coordinates were established by classical geodetic methods
 LW5662.and adjusted by the National Geodetic Survey in August 1998..
 LW5662
 LW5662.The orthometric height was determined by differential leveling
 LW5662.and adjusted by the National Geodetic Survey in April 1995..
 LW5662
 LW5662.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5662
 LW5662.The geoid height was determined by GEOID03.
 LW5662
 LW5662.The dynamic height is computed by dividing the NAVD 88
 LW5662.geopotential number by the normal gravity value computed on the
 LW5662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5662.degrees latitude (g = 980.6199 gals.).
 LW5662
 LW5662.The modeled gravity was interpolated from observed gravity values.
 LW5662
 LW5662;                    North         East     Units Scale Factor Converg.
 LW5662;SPC RI       -    62,922.573   100,935.943   MT  0.99999376   +0 00 26.9
 LW5662;SPC RI       -   206,438.47    331,154.01   sFT  0.99999376   +0 00 26.9
 LW5662;UTM  19      - 4,613,897.995   292,752.777   MT  1.00012859   -1 39 16.4
 LW5662
 LW5662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5662!SPC RI       -   0.99999522  x   0.99999376  =   0.99998898
 LW5662!UTM  19      -   0.99999522  x   1.00012859  =   1.00012381
 LW5662
 LW5662                          SUPERSEDED SURVEY CONTROL
 LW5662
 LW5662  NAD 83(1996)-  41 38 59.62126(N)    071 29 19.55198(W) AD(       ) 2
 LW5662  NAD 83(1992)-  41 38 59.62054(N)    071 29 19.55168(W) AD(       ) 2
 LW5662  NAD 83(1992)-  41 38 59.62003(N)    071 29 19.55170(W) AD(       ) 2
 LW5662  NAD 83(1986)-  41 38 59.62064(N)    071 29 19.54960(W) AD(       ) 2
 LW5662  NGVD 29 (06/03/94)   60.72   (m)          199.2    (f) LEVELING    3  
 LW5662
 LW5662.Superseded values are not recommended for survey control.
 LW5662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5662.See file dsdata.txt to determine how the superseded data were derived.
 LW5662
 LW5662_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9275313898(NAD 83)
 LW5662_MARKER: DD = SURVEY DISK
 LW5662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5662_SP_SET: CONCRETE POST
 LW5662_STAMPING: EG 003 1988
 LW5662_MARK LOGO: RIGS  
 LW5662_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5662+STABILITY: SURFACE MOTION
 LW5662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5662+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LW5662
 LW5662  HISTORY     - Date     Condition        Report By
 LW5662  HISTORY     - 1988     MONUMENTED       RIGS
 LW5662
 LW5662                          STATION DESCRIPTION
 LW5662
 LW5662'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5662'THE STATION IS LOCATED ABOUT 0.97 KM (0.60 MI) NORTH OF FRENCHTOWN
 LW5662'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM WHERE STATE
 LW5662'HIGHWAY 4 PASSES UNDER STATE HIGHWAY 401 BRIDGE, GO SOUTH FOR 1.45 KM
 LW5662'(0.90 MI) ON HIGHWAY 4 TO THE STATION ON THE RIGHT.  IT IS 109.12 M
 LW5662'(358.0 FT) NORTH NORTHEAST FROM A QUONSET POINT EXIT ROAD SIGN, 17.65
 LW5662'M (57.9 FT) EAST FROM A RIHB AT THE TOP OF A SLOPE, 12.2 M (40.0 FT)
 LW5662'WEST FROM THE CENTERLINE OF THREE TRAVEL LANES OF HIGHWAY 4
 LW5662'SOUTHBOUND, 3.85 M (12.6 FT) EAST FROM A FIBERGLASS POST.  MARK IS
 LW5662'FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5663 ***********************************************************************
 LW5663  DESIGNATION -  EG 004
 LW5663  PID         -  LW5663
 LW5663  STATE/COUNTY-  RI/KENT
 LW5663  USGS QUAD   -  EAST GREENWICH (1975)
 LW5663
 LW5663                         *CURRENT SURVEY CONTROL
 LW5663  ___________________________________________________________________
 LW5663* NAD 83(1996)-  41 38 23.38205(N)    071 29 13.19018(W)     ADJUSTED  
 LW5663* NAVD 88     -        32.366  (meters)     106.19   (feet)  ADJUSTED  
 LW5663  ___________________________________________________________________
 LW5663  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 LW5663  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW5663  DYNAMIC HT  -          32.355 (meters)     106.15  (feet)  COMP
 LW5663  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 LW5663
 LW5663  HORZ ORDER  -  SECOND
 LW5663  VERT ORDER  -  SECOND    CLASS II
 LW5663
 LW5663.The horizontal coordinates were established by classical geodetic methods
 LW5663.and adjusted by the National Geodetic Survey in August 1998..
 LW5663
 LW5663.The orthometric height was determined by differential leveling
 LW5663.and adjusted by the National Geodetic Survey in April 1995..
 LW5663
 LW5663.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5663
 LW5663.The geoid height was determined by GEOID03.
 LW5663
 LW5663.The dynamic height is computed by dividing the NAVD 88
 LW5663.geopotential number by the normal gravity value computed on the
 LW5663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5663.degrees latitude (g = 980.6199 gals.).
 LW5663
 LW5663.The modeled gravity was interpolated from observed gravity values.
 LW5663
 LW5663;                    North         East     Units Scale Factor Converg.
 LW5663;SPC RI       -    61,804.535   101,083.333   MT  0.99999376   +0 00 31.1
 LW5663;SPC RI       -   202,770.38    331,637.57   sFT  0.99999376   +0 00 31.1
 LW5663;UTM  19      - 4,612,776.002   292,867.696   MT  1.00012800   -1 39 11.0
 LW5663
 LW5663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5663!SPC RI       -   0.99999963  x   0.99999376  =   0.99999339
 LW5663!UTM  19      -   0.99999963  x   1.00012800  =   1.00012763
 LW5663
 LW5663                          SUPERSEDED SURVEY CONTROL
 LW5663
 LW5663  NAD 83(1996)-  41 38 23.38132(N)    071 29 13.18968(W) AD(       ) 2
 LW5663  NAD 83(1992)-  41 38 23.38063(N)    071 29 13.18941(W) AD(       ) 2
 LW5663  NAD 83(1992)-  41 38 23.38009(N)    071 29 13.18942(W) AD(       ) 2
 LW5663  NAD 83(1986)-  41 38 23.38059(N)    071 29 13.18736(W) AD(       ) 2
 LW5663  NGVD 29 (06/03/94)   32.64   (m)          107.1    (f) LEVELING    3  
 LW5663
 LW5663.Superseded values are not recommended for survey control.
 LW5663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5663.See file dsdata.txt to determine how the superseded data were derived.
 LW5663
 LW5663_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9286812776(NAD 83)
 LW5663_MARKER: DD = SURVEY DISK
 LW5663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5663_SP_SET: CONCRETE POST
 LW5663_STAMPING: EG 004 1988
 LW5663_MARK LOGO: RIGS  
 LW5663_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5663+STABILITY: SURFACE MOTION
 LW5663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5663+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LW5663
 LW5663  HISTORY     - Date     Condition        Report By
 LW5663  HISTORY     - 1988     MONUMENTED       RIGS
 LW5663
 LW5663                          STATION DESCRIPTION
 LW5663
 LW5663'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5663'THE STATION IS LOCATED ABOUT 1.4 KM (0.85 MI) NORTHEAST OF FRENCHTOWN
 LW5663'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM WHERE STATE
 LW5663'HIGHWAY 4 PASSES UNDER STATE HIGHWAY 401 BRIDGE, GO NORTH FOR 1.3 KM
 LW5663'(0.80 MI) ON HIGHWAY 4 TO THE STATION ON THE RIGHT.  IT IS 35.95 M
 LW5663'(117.9 FT) SOUTH SOUTHWEST FROM A LONE WHITE BIRCH TREE, 33.2 M
 LW5663'(108.9 FT) SOUTHWEST FROM THE END POST OF A CHAIN LINK FENCE, 11.6 M
 LW5663'(38.1 FT) EAST SOUTHEAST FROM THE CENTERLINE OF THREE TRAVEL LANES OF
 LW5663'HIGHWAY 4 NORTHBOUND, 3.55 M (11.6 FT) WEST NORTHWEST FROM A
 LW5663'FIBERGLASS WITNESS POST.  MARK IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5664 ***********************************************************************
 LW5664  DESIGNATION -  EG 005
 LW5664  PID         -  LW5664
 LW5664  STATE/COUNTY-  RI/KENT
 LW5664  USGS QUAD   -  EAST GREENWICH (1975)
 LW5664
 LW5664                         *CURRENT SURVEY CONTROL
 LW5664  ___________________________________________________________________
 LW5664* NAD 83(1996)-  41 37 55.29839(N)    071 29 12.10078(W)     ADJUSTED  
 LW5664* NAVD 88     -        23.687  (meters)      77.71   (feet)  ADJUSTED  
 LW5664  ___________________________________________________________________
 LW5664  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 LW5664  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW5664  DYNAMIC HT  -          23.679 (meters)      77.69  (feet)  COMP
 LW5664  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 LW5664
 LW5664  HORZ ORDER  -  SECOND
 LW5664  VERT ORDER  -  SECOND    CLASS II
 LW5664
 LW5664.The horizontal coordinates were established by classical geodetic methods
 LW5664.and adjusted by the National Geodetic Survey in August 1998..
 LW5664
 LW5664.The orthometric height was determined by differential leveling
 LW5664.and adjusted by the National Geodetic Survey in April 1995..
 LW5664
 LW5664.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5664
 LW5664.The geoid height was determined by GEOID03.
 LW5664
 LW5664.The dynamic height is computed by dividing the NAVD 88
 LW5664.geopotential number by the normal gravity value computed on the
 LW5664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5664.degrees latitude (g = 980.6199 gals.).
 LW5664
 LW5664.The modeled gravity was interpolated from observed gravity values.
 LW5664
 LW5664;                    North         East     Units Scale Factor Converg.
 LW5664;SPC RI       -    60,938.115   101,108.679   MT  0.99999377   +0 00 31.8
 LW5664;SPC RI       -   199,927.80    331,720.72   sFT  0.99999377   +0 00 31.8
 LW5664;UTM  19      - 4,611,909.095   292,867.909   MT  1.00012800   -1 39 09.4
 LW5664
 LW5664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5664!SPC RI       -   1.00000099  x   0.99999377  =   0.99999476
 LW5664!UTM  19      -   1.00000099  x   1.00012800  =   1.00012899
 LW5664
 LW5664                          SUPERSEDED SURVEY CONTROL
 LW5664
 LW5664  NAD 83(1996)-  41 37 55.29763(N)    071 29 12.10026(W) AD(       ) 2
 LW5664  NAD 83(1992)-  41 37 55.29696(N)    071 29 12.10000(W) AD(       ) 2
 LW5664  NAD 83(1992)-  41 37 55.29641(N)    071 29 12.10002(W) AD(       ) 2
 LW5664  NAD 83(1986)-  41 37 55.29683(N)    071 29 12.09810(W) AD(       ) 2
 LW5664  NGVD 29 (06/03/94)   23.97   (m)           78.6    (f) LEVELING    3  
 LW5664
 LW5664.Superseded values are not recommended for survey control.
 LW5664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5664.See file dsdata.txt to determine how the superseded data were derived.
 LW5664
 LW5664_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9286811909(NAD 83)
 LW5664_MARKER: DD = SURVEY DISK
 LW5664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5664_SP_SET: CONCRETE POST
 LW5664_STAMPING: EG 005 1988
 LW5664_MARK LOGO: RIGS  
 LW5664_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5664+STABILITY: SURFACE MOTION
 LW5664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5664+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LW5664
 LW5664  HISTORY     - Date     Condition        Report By
 LW5664  HISTORY     - 1988     MONUMENTED       RIGS
 LW5664
 LW5664                          STATION DESCRIPTION
 LW5664
 LW5664'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5664'THE STATION IS LOCATED ABOUT 0.72 KM (0.45 MI) EAST SOUTHEAST OF
 LW5664'FRENCHTOWN CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE
 LW5664'FRENCHTOWN ROAD OVERPASS OVER STATE HIGHWAY 4, GO NORTH FOR 0.4 KM
 LW5664'(0.25 MI) ON HIGHWAY 4 TO THE STATION ON THE RIGHT, AT THE END OF THE
 LW5664'ENTRANCE RAMP TO HIGHWAY 4 FROM FRENCHTOWN ROAD.  IT IS 36.5 M (119.8
 LW5664'FT) NORTH FROM AN ALUMINUM LIGHT POLE 48, 7.7 M (25.3 FT) WEST
 LW5664'NORTHWEST FROM A FIBERGLASS WITNESS POST, 2.0 M (6.6 FT) SOUTHEAST
 LW5664'FROM A METAL CATCH BASIN COVER.  MARK IS FLUSH WITH THE SURROUNDING
 LW5664'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5665 ***********************************************************************
 LW5665  DESIGNATION -  EG 006
 LW5665  PID         -  LW5665
 LW5665  STATE/COUNTY-  RI/KENT
 LW5665  USGS QUAD   -  WICKFORD (1995)
 LW5665
 LW5665                         *CURRENT SURVEY CONTROL
 LW5665  ___________________________________________________________________
 LW5665* NAD 83(1996)-  41 37 06.84937(N)    071 29 12.45512(W)     ADJUSTED  
 LW5665* NAVD 88     -        15.558  (meters)      51.04   (feet)  ADJUSTED  
 LW5665  ___________________________________________________________________
 LW5665  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 LW5665  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LW5665  DYNAMIC HT  -          15.552 (meters)      51.02  (feet)  COMP
 LW5665  MODELED GRAV-     980,280.9   (mgal)                       NAVD 88
 LW5665
 LW5665  HORZ ORDER  -  SECOND
 LW5665  VERT ORDER  -  SECOND    CLASS II
 LW5665
 LW5665.The horizontal coordinates were established by classical geodetic methods
 LW5665.and adjusted by the National Geodetic Survey in August 1998..
 LW5665
 LW5665.The orthometric height was determined by differential leveling
 LW5665.and adjusted by the National Geodetic Survey in April 1995..
 LW5665
 LW5665.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5665
 LW5665.The geoid height was determined by GEOID03.
 LW5665
 LW5665.The dynamic height is computed by dividing the NAVD 88
 LW5665.geopotential number by the normal gravity value computed on the
 LW5665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5665.degrees latitude (g = 980.6199 gals.).
 LW5665
 LW5665.The modeled gravity was interpolated from observed gravity values.
 LW5665
 LW5665;                    North         East     Units Scale Factor Converg.
 LW5665;SPC RI       -    59,443.390   101,100.706   MT  0.99999376   +0 00 31.6
 LW5665;SPC RI       -   195,023.86    331,694.57   sFT  0.99999376   +0 00 31.6
 LW5665;UTM  19      - 4,610,415.029   292,816.601   MT  1.00012826   -1 39 08.0
 LW5665
 LW5665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5665!SPC RI       -   1.00000227  x   0.99999376  =   0.99999603
 LW5665!UTM  19      -   1.00000227  x   1.00012826  =   1.00013053
 LW5665
 LW5665                          SUPERSEDED SURVEY CONTROL
 LW5665
 LW5665  NAD 83(1996)-  41 37 06.84856(N)    071 29 12.45457(W) AD(       ) 2
 LW5665  NAD 83(1992)-  41 37 06.84793(N)    071 29 12.45434(W) AD(       ) 2
 LW5665  NAD 83(1992)-  41 37 06.84734(N)    071 29 12.45435(W) AD(       ) 2
 LW5665  NAD 83(1986)-  41 37 06.84760(N)    071 29 12.45280(W) AD(       ) 2
 LW5665  NGVD 29 (06/03/94)   15.84   (m)           52.0    (f) LEVELING    3  
 LW5665
 LW5665.Superseded values are not recommended for survey control.
 LW5665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5665.See file dsdata.txt to determine how the superseded data were derived.
 LW5665
 LW5665_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9281710415(NAD 83)
 LW5665_MARKER: DD = SURVEY DISK
 LW5665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5665_SP_SET: CONCRETE POST
 LW5665_STAMPING: EG 006 1988
 LW5665_MARK LOGO: RIGS  
 LW5665_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5665+STABILITY: SURFACE MOTION
 LW5665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5665+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LW5665
 LW5665  HISTORY     - Date     Condition        Report By
 LW5665  HISTORY     - 1988     MONUMENTED       RIGS
 LW5665
 LW5665                          STATION DESCRIPTION
 LW5665
 LW5665'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5665'THE STATION IS LOCATED ABOUT 1.13 KM (0.70 MI) SOUTHEAST OF
 LW5665'FRENCHTOWN CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM
 LW5665'WHERE STATE HIGHWAY 4 PASSES UNDER STATE HIGHWAY 2, GO NORTH FOR 0.64
 LW5665'KM (0.40 MI) ON HIGHWAY 4 TO THE STATION ON THE RIGHT.  IT IS 29.4 M
 LW5665'(96.5 FT) NORTH NORTHEAST FROM AN ALUMINUM LIGHT POLE 488, 25.9 M
 LW5665'(85.0 FT) SOUTH SOUTHWEST FROM AN ALUMINUM LIGHT POLE 486, 10.36 M
 LW5665'(34.0 FT) SOUTHEAST FROM THE CENTERLINE OF HIGHWAY 4 NORTHBOUND, 5.82
 LW5665'M (19.1 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST, 2.65 M (8.7 FT)
 LW5665'SOUTHEAST FROM THE BACK OF A GUARD RAIL.  MARK IS RECESSED 0.05 M
 LW5665'(0.2 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5666 ***********************************************************************
 LW5666  DESIGNATION -  EG 007
 LW5666  PID         -  LW5666
 LW5666  STATE/COUNTY-  RI/KENT
 LW5666  USGS QUAD   -  WICKFORD (1995)
 LW5666
 LW5666                         *CURRENT SURVEY CONTROL
 LW5666  ___________________________________________________________________
 LW5666* NAD 83(1996)-  41 36 43.72039(N)    071 29 39.41882(W)     ADJUSTED  
 LW5666* NAVD 88     -        21.338  (meters)      70.01   (feet)  ADJUSTED  
 LW5666  ___________________________________________________________________
 LW5666  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 LW5666  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW5666  DYNAMIC HT  -          21.330 (meters)      69.98  (feet)  COMP
 LW5666  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 LW5666
 LW5666  HORZ ORDER  -  SECOND
 LW5666  VERT ORDER  -  SECOND    CLASS II
 LW5666
 LW5666.The horizontal coordinates were established by classical geodetic methods
 LW5666.and adjusted by the National Geodetic Survey in August 1998..
 LW5666
 LW5666.The orthometric height was determined by differential leveling
 LW5666.and adjusted by the National Geodetic Survey in April 1995..
 LW5666
 LW5666.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5666
 LW5666.The geoid height was determined by GEOID03.
 LW5666
 LW5666.The dynamic height is computed by dividing the NAVD 88
 LW5666.geopotential number by the normal gravity value computed on the
 LW5666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5666.degrees latitude (g = 980.6199 gals.).
 LW5666
 LW5666.The modeled gravity was interpolated from observed gravity values.
 LW5666
 LW5666;                    North         East     Units Scale Factor Converg.
 LW5666;SPC RI       -    58,729.759   100,476.520   MT  0.99999375   +0 00 13.7
 LW5666;SPC RI       -   192,682.55    329,646.72   sFT  0.99999375   +0 00 13.7
 LW5666;UTM  19      - 4,609,719.695   292,171.905   MT  1.00013156   -1 39 25.2
 LW5666
 LW5666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5666!SPC RI       -   1.00000137  x   0.99999375  =   0.99999512
 LW5666!UTM  19      -   1.00000137  x   1.00013156  =   1.00013293
 LW5666
 LW5666                          SUPERSEDED SURVEY CONTROL
 LW5666
 LW5666  NAD 83(1996)-  41 36 43.71955(N)    071 29 39.41826(W) AD(       ) 2
 LW5666  NAD 83(1992)-  41 36 43.71896(N)    071 29 39.41804(W) AD(       ) 2
 LW5666  NAD 83(1992)-  41 36 43.71835(N)    071 29 39.41805(W) AD(       ) 2
 LW5666  NAD 83(1986)-  41 36 43.71865(N)    071 29 39.41676(W) AD(       ) 2
 LW5666  NGVD 29 (06/03/94)   21.62   (m)           70.9    (f) LEVELING    3  
 LW5666
 LW5666.Superseded values are not recommended for survey control.
 LW5666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5666.See file dsdata.txt to determine how the superseded data were derived.
 LW5666
 LW5666_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9217209720(NAD 83)
 LW5666_MARKER: DD = SURVEY DISK
 LW5666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5666_SP_SET: CONCRETE POST
 LW5666_STAMPING: EG 007 1988
 LW5666_MARK LOGO: RIGS  
 LW5666_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5666+STABILITY: SURFACE MOTION
 LW5666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5666+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LW5666
 LW5666  HISTORY     - Date     Condition        Report By
 LW5666  HISTORY     - 1988     MONUMENTED       RIGS
 LW5666
 LW5666                          STATION DESCRIPTION
 LW5666
 LW5666'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5666'THE STATION IS LOCATED ABOUT 1.77 KM (1.10 MI) SOUTH OF FRENCHTOWN
 LW5666'CENTER.  OWNERSHIP-- STATE RIGHT OF WAY.  TO REACH FROM WHERE STATE
 LW5666'HIGHWAY 4 PASSES UNDER STATE HIGHWAY 2 BRIDGE, GO SOUTH FOR 0.32 KM
 LW5666'(0.20 MI) 0N HIGHWAY 4 TO THE STATION ON THE RIGHT AT THE END OF AN
 LW5666'ON RAMP.  IT IS 28.33 M (92.9 FT) SOUTHWEST FROM AN ALUMINUM LIGHT
 LW5666'POLE AT THE END OF AN ON RAMP, 19.25 M (63.2 FT) WEST SOUTHWEST FROM
 LW5666'THE END OF A CHATTER STRIP, 9.45 M (31.0 FT) NORTHWEST FROM THE
 LW5666'CENTERLINE OF HIGHWAY 4 SOUTHBOUND, 1.42 M (4.7 FT) SOUTHEAST FROM A
 LW5666'FIBERGLASS WITNESS POST.  MARK IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5667 ***********************************************************************
 LW5667  DESIGNATION -  EG 008
 LW5667  PID         -  LW5667
 LW5667  STATE/COUNTY-  RI/KENT
 LW5667  USGS QUAD   -  WICKFORD (1995)
 LW5667
 LW5667                         *CURRENT SURVEY CONTROL
 LW5667  ___________________________________________________________________
 LW5667* NAD 83(1996)-  41 36 25.24228(N)    071 29 49.55920(W)     ADJUSTED  
 LW5667* NAVD 88     -        27.641  (meters)      90.69   (feet)  ADJUSTED  
 LW5667  ___________________________________________________________________
 LW5667  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 LW5667  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW5667  DYNAMIC HT  -          27.632 (meters)      90.66  (feet)  COMP
 LW5667  MODELED GRAV-     980,278.5   (mgal)                       NAVD 88
 LW5667
 LW5667  HORZ ORDER  -  SECOND
 LW5667  VERT ORDER  -  SECOND    CLASS II
 LW5667
 LW5667.The horizontal coordinates were established by classical geodetic methods
 LW5667.and adjusted by the National Geodetic Survey in August 1998..
 LW5667
 LW5667.The orthometric height was determined by differential leveling
 LW5667.and adjusted by the National Geodetic Survey in April 1995..
 LW5667
 LW5667.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5667
 LW5667.The geoid height was determined by GEOID03.
 LW5667
 LW5667.The dynamic height is computed by dividing the NAVD 88
 LW5667.geopotential number by the normal gravity value computed on the
 LW5667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5667.degrees latitude (g = 980.6199 gals.).
 LW5667
 LW5667.The modeled gravity was interpolated from observed gravity values.
 LW5667
 LW5667;                    North         East     Units Scale Factor Converg.
 LW5667;SPC RI       -    58,159.672   100,241.757   MT  0.99999375   +0 00 06.9
 LW5667;SPC RI       -   190,812.19    328,876.50   sFT  0.99999375   +0 00 06.9
 LW5667;UTM  19      - 4,609,156.573   291,920.685   MT  1.00013284   -1 39 31.4
 LW5667
 LW5667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5667!SPC RI       -   1.00000038  x   0.99999375  =   0.99999413
 LW5667!UTM  19      -   1.00000038  x   1.00013284  =   1.00013322
 LW5667
 LW5667                          SUPERSEDED SURVEY CONTROL
 LW5667
 LW5667  NAD 83(1996)-  41 36 25.24142(N)    071 29 49.55863(W) AD(       ) 2
 LW5667  NAD 83(1992)-  41 36 25.24085(N)    071 29 49.55842(W) AD(       ) 2
 LW5667  NAD 83(1992)-  41 36 25.24023(N)    071 29 49.55842(W) AD(       ) 2
 LW5667  NAD 83(1986)-  41 36 25.24052(N)    071 29 49.55731(W) AD(       ) 2
 LW5667  NGVD 29 (06/03/94)   27.93   (m)           91.6    (f) LEVELING    3  
 LW5667
 LW5667.Superseded values are not recommended for survey control.
 LW5667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5667.See file dsdata.txt to determine how the superseded data were derived.
 LW5667
 LW5667_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9192109157(NAD 83)
 LW5667_MARKER: DD = SURVEY DISK
 LW5667_SETTING: 66 = SET IN ROCK OUTCROP
 LW5667_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 LW5667_STAMPING: EG 008 1988
 LW5667_MARK LOGO: RIGS  
 LW5667_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5667+STABILITY: POSITION/ELEVATION WELL
 LW5667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5667+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LW5667
 LW5667  HISTORY     - Date     Condition        Report By
 LW5667  HISTORY     - 1988     MONUMENTED       RIGS
 LW5667
 LW5667                          STATION DESCRIPTION
 LW5667
 LW5667'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5667'THE STATION IS LOCATED ABOUT 2.25 KM (1.40 MI) SOUTH SOUTHWEST OF
 LW5667'FRENCHTOWN CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM
 LW5667'WHERE STATE HIGHWAY 4 PASSES UNDER STATE HIGHWAY 2 BRIDGE, GO SOUTH
 LW5667'FOR 0.90 KM (0.55 MI) ON HIGHWAY 4 TO THE STATION ON THE RIGHT, AT
 LW5667'THE NORTH END OF A TWO HUNDRED FOOT LONG ROCK LEDGE.  IT IS 36.6 M
 LW5667'(120.1 FT) SOUTH SOUTHWEST FROM A HIGHWAY BOUND NEAR AN ANGLE POINT
 LW5667'OF A CHAINLINK FENCE, 32.3 M (106.0 FT) NORTH FROM THE CENTER OF A
 LW5667'SPILLWAY AT THE EDGE OF PAVEMENT-SLOPE DISTANCE, 19.25 M (63.2 FT)
 LW5667'NORTHWEST FROM THE CENTERLINE OF HIGHWAY 4-SLOPE DISTANCE, 2.4 M (7.9
 LW5667'FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.  MARK IS SET ABOUT 4.5
 LW5667'M (14.8 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5672 ***********************************************************************
 LW5672  DESIGNATION -  EG 009 V
 LW5672  PID         -  LW5672
 LW5672  STATE/COUNTY-  RI/KENT
 LW5672  USGS QUAD   -  WICKFORD (1995)
 LW5672
 LW5672                         *CURRENT SURVEY CONTROL
 LW5672  ___________________________________________________________________
 LW5672* NAD 83(1986)-  41 37 29.     (N)    071 29 32.     (W)     SCALED    
 LW5672* NAVD 88     -        28.920  (meters)      94.88   (feet)  ADJUSTED  
 LW5672  ___________________________________________________________________
 LW5672  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LW5672  DYNAMIC HT  -          28.910 (meters)      94.85  (feet)  COMP
 LW5672  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 LW5672
 LW5672  VERT ORDER  -  SECOND    CLASS II
 LW5672
 LW5672.The horizontal coordinates were scaled from a topographic map and have
 LW5672.an estimated accuracy of +/- 6 seconds.
 LW5672
 LW5672.The orthometric height was determined by differential leveling
 LW5672.and adjusted by the National Geodetic Survey in April 1995..
 LW5672
 LW5672.The geoid height was determined by GEOID03.
 LW5672
 LW5672.The dynamic height is computed by dividing the NAVD 88
 LW5672.geopotential number by the normal gravity value computed on the
 LW5672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5672.degrees latitude (g = 980.6199 gals.).
 LW5672
 LW5672.The modeled gravity was interpolated from observed gravity values.
 LW5672
 LW5672;                    North         East    Units  Estimated Accuracy
 LW5672;SPC RI       -    60,130.      100,650.      MT  (+/- 180 meters Scaled)
 LW5672
 LW5672                          SUPERSEDED SURVEY CONTROL
 LW5672
 LW5672.No superseded survey control is available for this station.
 LW5672
 LW5672_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG923111(NAD 83)
 LW5672_MARKER: DD = SURVEY DISK
 LW5672_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW5672_SP_SET: SET IN SIDEWALK
 LW5672_STAMPING: EG 009 V 1988
 LW5672_MARK LOGO: RIGS  
 LW5672_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5672+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 LW5672
 LW5672  HISTORY     - Date     Condition        Report By
 LW5672  HISTORY     - 1988     MONUMENTED       RIGS
 LW5672  HISTORY     - 20050226 GOOD             USPSQD
 LW5672
 LW5672                          STATION DESCRIPTION
 LW5672
 LW5672'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5672'THE STATION IS LOCATED ABOUT 0.32 KM (0.20 MI) SOUTH OF FRENCHTOWN
 LW5672'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5672'THE JUNCTION OF STATE HIGHWAY 2 AND STATE HIGHWAY 402 (FRENCHTOWN
 LW5672'ROAD), GO SOUTH FOR 0.32 KM (0.20 MI) ON STATE HIGHWAY 2 AND THE
 LW5672'STATION ON THE LEFT.  IT IS 8.1 M (26.6 FT) SOUTH FROM THE CENTERLINE
 LW5672'OF MEADOWBROOK ROAD, 7.8 M (25.6 FT) EAST FROM THE CENTERLINE OF
 LW5672'STATE HIGHWAY 2, 0.75 M (2.5 FT) WEST FROM THE END OF A CURVED
 LW5672'GUARDRAIL, 0.4 M (1.3 FT) EAST FROM THE EDGE OF CURB.
 LW5672
 LW5672                          STATION RECOVERY (2005)
 LW5672
 LW5672'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLC)
 LW5672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0092 ***********************************************************************
 LW0092  DESIGNATION -  ENDICOTT NAS
 LW0092  PID         -  LW0092
 LW0092  STATE/COUNTY-  RI/WASHINGTON
 LW0092  USGS QUAD   -  WICKFORD (1995)
 LW0092
 LW0092                         *CURRENT SURVEY CONTROL
 LW0092  ___________________________________________________________________
 LW0092* NAD 83(1986)-  41 35 47.     (N)    071 26 22.     (W)     SCALED    
 LW0092* NAVD 88     -         5.771  (meters)      18.93   (feet)  ADJUSTED  
 LW0092  ___________________________________________________________________
 LW0092  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW0092  DYNAMIC HT  -           5.769 (meters)      18.93  (feet)  COMP
 LW0092  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 LW0092
 LW0092  VERT ORDER  -  FIRST     CLASS I
 LW0092
 LW0092.The horizontal coordinates were scaled from a topographic map and have
 LW0092.an estimated accuracy of +/- 6 seconds.
 LW0092
 LW0092.The orthometric height was determined by differential leveling
 LW0092.and adjusted by the National Geodetic Survey in June 1991..
 LW0092
 LW0092.The geoid height was determined by GEOID03.
 LW0092
 LW0092.The dynamic height is computed by dividing the NAVD 88
 LW0092.geopotential number by the normal gravity value computed on the
 LW0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0092.degrees latitude (g = 980.6199 gals.).
 LW0092
 LW0092.The modeled gravity was interpolated from observed gravity values.
 LW0092
 LW0092;                    North         East    Units  Estimated Accuracy
 LW0092;SPC RI       -    56,980.      105,050.      MT  (+/- 180 meters Scaled)
 LW0092
 LW0092                          SUPERSEDED SURVEY CONTROL
 LW0092
 LW0092  NGVD 29 (??/??/92)    6.038  (m)           19.81   (f) ADJ UNCH    1 1
 LW0092
 LW0092.Superseded values are not recommended for survey control.
 LW0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0092.See file dsdata.txt to determine how the superseded data were derived.
 LW0092
 LW0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG966078(NAD 83)
 LW0092_MARKER: Z = SEE DESCRIPTION
 LW0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0092+STABILITY: SURFACE MOTION
 LW0092
 LW0092  HISTORY     - Date     Condition        Report By
 LW0092  HISTORY     - UNK      MONUMENTED       USN
 LW0092  HISTORY     - 1965     GOOD             NGS
 LW0092
 LW0092                          STATION DESCRIPTION
 LW0092
 LW0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0092'5.3 MI SE FROM EAST GREENWICH.
 LW0092'4.3 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LW0092'AT EAST GREENWICH, THENCE 1.0 MILE SOUTHEAST ALONG ROGER WILLIAMS
 LW0092'WAY, ABOUT 0.5 MILE NORTHWEST OF THE MAIN GATE TO QUONSET POINT
 LW0092'NAVAL AIR STATION, AT GATE NO. 5, (NOT USED AT THIS TIME), 46
 LW0092'FEET WEST OF THE CENTER LINE OF THE DRIVE THROUGH GATE 5, 30 FEET
 LW0092'SOUTHWEST OF THE CENTER LINE OF ROGER WILLIAMS WAY, 39 1/2 FEET
 LW0092'NORTH OF AND ACROSS A SPUR TRACK FROM POWER LINE POLE NO. 25,
 LW0092'6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK
 LW0092'OF TWO TRACKS, 3 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 LW0092'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5306 ***********************************************************************
 LW5306  DESIGNATION -  EP 001
 LW5306  PID         -  LW5306
 LW5306  STATE/COUNTY-  RI/PROVIDENCE
 LW5306  USGS QUAD   -  PROVIDENCE (1975)
 LW5306
 LW5306                         *CURRENT SURVEY CONTROL
 LW5306  ___________________________________________________________________
 LW5306* NAD 83(1996)-  41 48 47.65634(N)    071 23 18.91835(W)     ADJUSTED  
 LW5306* NAVD 88     -        22.590  (meters)      74.11   (feet)  ADJUSTED  
 LW5306  ___________________________________________________________________
 LW5306  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LW5306  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW5306  DYNAMIC HT  -          22.583 (meters)      74.09  (feet)  COMP
 LW5306  MODELED GRAV-     980,319.5   (mgal)                       NAVD 88
 LW5306
 LW5306  HORZ ORDER  -  SECOND
 LW5306  VERT ORDER  -  SECOND    CLASS II
 LW5306
 LW5306.The horizontal coordinates were established by classical geodetic methods
 LW5306.and adjusted by the National Geodetic Survey in August 1998..
 LW5306
 LW5306.The orthometric height was determined by differential leveling
 LW5306.and adjusted by the National Geodetic Survey in June 1991..
 LW5306
 LW5306.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5306
 LW5306.The geoid height was determined by GEOID03.
 LW5306
 LW5306.The dynamic height is computed by dividing the NAVD 88
 LW5306.geopotential number by the normal gravity value computed on the
 LW5306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5306.degrees latitude (g = 980.6199 gals.).
 LW5306
 LW5306.The modeled gravity was interpolated from observed gravity values.
 LW5306
 LW5306;                    North         East     Units Scale Factor Converg.
 LW5306;SPC RI       -    81,070.579   109,257.418   MT  0.99999480   +0 04 27.4
 LW5306;SPC RI       -   265,979.06    358,455.38   sFT  0.99999480   +0 04 27.4
 LW5306;SPC MA M     -   840,331.839   209,257.354   MT  0.99998728   +0 04 29.4
 LW5306;SPC MA M     - 2,756,988.71    686,538.50   sFT  0.99998728   +0 04 29.4
 LW5306;UTM  19      - 4,631,798.614   301,598.926   MT  1.00008440   -1 35 34.8
 LW5306
 LW5306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5306!SPC RI       -   1.00000109  x   0.99999480  =   0.99999589
 LW5306!SPC MA M     -   1.00000109  x   0.99998728  =   0.99998837
 LW5306!UTM  19      -   1.00000109  x   1.00008440  =   1.00008549
 LW5306
 LW5306                          SUPERSEDED SURVEY CONTROL
 LW5306
 LW5306  NAD 83(1996)-  41 48 47.65619(N)    071 23 18.91826(W) AD(       ) 2
 LW5306  NAD 83(1992)-  41 48 47.65482(N)    071 23 18.91752(W) AD(       ) 2
 LW5306  NAD 83(1992)-  41 48 47.65465(N)    071 23 18.91753(W) AD(       ) 2
 LW5306  NAD 83(1986)-  41 48 47.65394(N)    071 23 18.91724(W) AD(       ) 2
 LW5306  NGVD 29 (12/24/91)   22.8    (m)           75.     (f) VERT ANG       
 LW5306
 LW5306.Superseded values are not recommended for survey control.
 LW5306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5306.See file dsdata.txt to determine how the superseded data were derived.
 LW5306
 LW5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0159931799(NAD 83)
 LW5306_MARKER: DD = SURVEY DISK
 LW5306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5306_SP_SET: CONCRETE POST
 LW5306_STAMPING: EP 001 1984
 LW5306_MARK LOGO: RIGS  
 LW5306_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5306+STABILITY: SURFACE MOTION
 LW5306
 LW5306  HISTORY     - Date     Condition        Report By
 LW5306  HISTORY     - 1984     MONUMENTED       RIGS
 LW5306  HISTORY     - 1984     GOOD             RIGS
 LW5306  HISTORY     - 1987     GOOD             RIGS
 LW5306
 LW5306                          STATION DESCRIPTION
 LW5306
 LW5306'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5306'THE STATION IS LOCATED ABOUT 7.6 KM (4.6 MI)
 LW5306'SOUTH OF PAWTUCKET,
 LW5306'2.9 KM (1.8 MI) SOUTHEAST OF THE STATE CAPITOL, AND
 LW5306'1.2 KM (0.75 MI) SOUTHWEST OF EAST PROVIDENCE, AT A SCENIC OVERLOOK.
 LW5306'OWNERSHIP--METROPOLITAN PARK COMMISSION.
 LW5306'
 LW5306'TO REACH THE STATION FROM THE EAST END OF THE EASTBOUND INTERSTATE
 LW5306'HIGHWAY 195 BRIDGE 0VER THE SEEKONK RIVER, WHICH IS ABOUT 0.65 KM
 LW5306'(0.4 MI) WEST OF EAST PROVIDENCE, TURN RIGHT AND GO
 LW5306'SOUTH FOR 1.0 KM (0.6 MI) ON THE EXIT RAMP FOR RIVERSIDE THEN ALONG
 LW5306'THE VETERANS MEMORIAL PARKWAY TO THE SOUTHERLY ENTRANCE TO A PAVED
 LW5306'OVERLOOK PARKING AREA,
 LW5306'TURN RIGHT AND GO NORTHWEST FOR 90.0 METERS (300.0 FT) ON THE PAVED
 LW5306'PARKING AREA TO ITS MOST NORTHWESTERLY POINT, AND THE STATION ON
 LW5306'THE LEFT.
 LW5306'
 LW5306'THE STATION IS A STANDARD RIGS DISK
 LW5306'STAMPED---EP 001 1984---,
 LW5306'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5306'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5306'51.9 METERS (170.4 FT) WEST FROM A LARGE STEEL POWER LINE POLE
 LW5306'E183-202,
 LW5306'4.9 METERS (16.0 FT) SOUTHEAST FROM THE TOP OF THE SLOPE,
 LW5306'4.6 METERS (15.0 FT) NORTH FROM THE MOST WESTERLY CORNER OF THE
 LW5306'PARKING AREA PAVEMENT,
 LW5306'1.7 METERS (5.5 FT) NORTHWEST FROM THE BACK OF THE CONCRETE CURBING.
 LW5306'
 LW5306'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5306
 LW5306                          STATION RECOVERY (1984)
 LW5306
 LW5306'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5306'IN EAST PROVIDENCE.
 LW5306'TO REACH THE STATION FROM THE EAST END OF THE EASTBOUND INTERSTATE
 LW5306'HIGHWAY 195 BRIDGE OVER THE SEEKONK RIVER, WHICH IS ABOUT 0.65 KM
 LW5306'(0.4 MI) WEST OF EAST PROVIDENCE CENTER, TURN RIGHT AND GO SOUTH FOR
 LW5306'1.0 KM (0.6 MI) ON THE EXIT RAMP FOR RIVERSIDE, THEN ALONG THE
 LW5306'VETERENS MEMORIAL PARKWAY TO THE SOUTHERLY ENTRANCE TO A PAVED
 LW5306'OVERLOOK PARKING AREA, TURN RIGHT AND GO NORTHWEST FOR 90 METERS (300
 LW5306'FT) ON THE PAVED PARKING AREA TO ITS MOST NORTHWESTERLY POINT, AND
 LW5306'THE STATION ON THE LEFT.  THE STATION IS A STANDARD RIGS DISK SET
 LW5306'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 LW5306'WITH GROUND.  LOCATED 51.9 METERS (170.4 FT) WEST FROM A LARGE STEEL
 LW5306'POWER LINE POLE E183 202, 4.9 METERS (16.0 FT) SOUTHEAST FROM THE TOP
 LW5306'OF THE SLOPE, 4.6 METERS (15.0 FT) NORTH FROM THE MOST NORTHWESTERLY
 LW5306'CORNER OF THE PARKING AREA PAVEMENT.
 LW5306
 LW5306                          STATION RECOVERY (1987)
 LW5306
 LW5306'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5306'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW5306'
 LW5306'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5293 ***********************************************************************
 LW5293  DESIGNATION -  EP 002
 LW5293  PID         -  LW5293
 LW5293  STATE/COUNTY-  RI/PROVIDENCE
 LW5293  USGS QUAD   -  PROVIDENCE (1975)
 LW5293
 LW5293                         *CURRENT SURVEY CONTROL
 LW5293  ___________________________________________________________________
 LW5293* NAD 83(1996)-  41 49 06.18520(N)    071 22 48.77590(W)     ADJUSTED  
 LW5293* NAVD 88     -        19.870  (meters)      65.19   (feet)  ADJUSTED  
 LW5293  ___________________________________________________________________
 LW5293  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LW5293  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW5293  DYNAMIC HT  -          19.864 (meters)      65.17  (feet)  COMP
 LW5293  MODELED GRAV-     980,320.8   (mgal)                       NAVD 88
 LW5293
 LW5293  HORZ ORDER  -  SECOND
 LW5293  VERT ORDER  -  SECOND    CLASS II
 LW5293
 LW5293.The horizontal coordinates were established by classical geodetic methods
 LW5293.and adjusted by the National Geodetic Survey in August 1998..
 LW5293
 LW5293.The orthometric height was determined by differential leveling
 LW5293.and adjusted by the National Geodetic Survey in June 1991..
 LW5293
 LW5293.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5293
 LW5293.The geoid height was determined by GEOID03.
 LW5293
 LW5293.The dynamic height is computed by dividing the NAVD 88
 LW5293.geopotential number by the normal gravity value computed on the
 LW5293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5293.degrees latitude (g = 980.6199 gals.).
 LW5293
 LW5293.The modeled gravity was interpolated from observed gravity values.
 LW5293
 LW5293;                    North         East     Units Scale Factor Converg.
 LW5293;SPC RI       -    81,643.176   109,952.343   MT  0.99999497   +0 04 47.5
 LW5293;SPC RI       -   267,857.65    360,735.31   sFT  0.99999497   +0 04 47.5
 LW5293;SPC MA M     -   840,904.439   209,952.268   MT  0.99998668   +0 04 49.7
 LW5293;SPC MA M     - 2,758,867.31    688,818.40   sFT  0.99998668   +0 04 49.7
 LW5293;UTM  19      - 4,632,350.798   302,310.280   MT  1.00008093   -1 35 15.3
 LW5293
 LW5293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5293!SPC RI       -   1.00000151  x   0.99999497  =   0.99999648
 LW5293!SPC MA M     -   1.00000151  x   0.99998668  =   0.99998819
 LW5293!UTM  19      -   1.00000151  x   1.00008093  =   1.00008244
 LW5293
 LW5293                          SUPERSEDED SURVEY CONTROL
 LW5293
 LW5293  NAD 83(1996)-  41 49 06.18500(N)    071 22 48.77581(W) AD(       ) 2
 LW5293  NAD 83(1992)-  41 49 06.18373(N)    071 22 48.77502(W) AD(       ) 2
 LW5293  NAD 83(1992)-  41 49 06.18352(N)    071 22 48.77502(W) AD(       ) 2
 LW5293  NAD 83(1986)-  41 49 06.18306(N)    071 22 48.77480(W) AD(       ) 2
 LW5293  NGVD 29 (12/24/91)   20.12   (m)           66.0    (f) LEVELING    3  
 LW5293
 LW5293.Superseded values are not recommended for survey control.
 LW5293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5293.See file dsdata.txt to determine how the superseded data were derived.
 LW5293
 LW5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0231032351(NAD 83)
 LW5293_MARKER: DD = SURVEY DISK
 LW5293_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW5293_SP_SET: SIDEWALK
 LW5293_STAMPING: EP 002 1987
 LW5293_MARK LOGO: RIGS  
 LW5293_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5293+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 LW5293
 LW5293  HISTORY     - Date     Condition        Report By
 LW5293  HISTORY     - 1987     MONUMENTED       RIGS
 LW5293  HISTORY     - 1987     GOOD             RIGS
 LW5293  HISTORY     - 20040701 GOOD             EPDPW
 LW5293
 LW5293                          STATION DESCRIPTION
 LW5293
 LW5293'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5293'THE STATION IS LOCATED ABOUT 0.5 KM (0.3 MI)
 LW5293'SOUTHWEST OF THE EAST PROVIDENCE CITY HALL.
 LW5293'OWNERSHIP--STATE RIGHT OF WAY.
 LW5293'
 LW5293'TO REACH THE STATION FROM THE STATE HIGHWAY 114 (PAWTUCKET AVENUE)
 LW5293'BRIDGE OVER INTERSTATE HIGHWAY 195, GO WEST FOR
 LW5293'2.0 KM (1.2 MI) ON HIGHWAY 195 TO THE STATION ON THE RIGHT SET IN
 LW5293'THE SIDEWALK NEAR THE NORTHEAST CORNER OF THE POTTER STREET
 LW5293'OVERPASS.
 LW5293'
 LW5293'THE STATION IS A STANDARD RIGS DISK
 LW5293'STAMPED---EP OO2 1987---,
 LW5293'SET INTO A DRILL HOLE FLUSH WITH THE CONCRETE SIDEWALK,
 LW5293'20.7 METERS (68.0 FT) NORTH FROM THE CENTERLINE OF THE THREE TRAVEL
 LW5293'LANES OF HIGHWAY 195 WEST,
 LW5293'12.3 METERS (40.5 FT) WEST-NORTHWEST FROM A NET+T CO POLE 5,
 LW5293'5.8 METERS (19.0 FT) WEST FROM THE CENTERLINE OF POTTER STREET,
 LW5293'0.45 METERS (1.5 FT) EAST FROM THE CONCRETE RAILING FOR THE
 LW5293'OVERPASS.
 LW5293'
 LW5293'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5293
 LW5293                          STATION RECOVERY (1987)
 LW5293
 LW5293'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5293'0.5 KM (0.3 MI) SW FROM EAST PROVIDENCE.
 LW5293'THE STATION IS LOCATED ABOUT 0.5 KM (0.3 MI) SOUTHWEST OF THE EAST
 LW5293'PROVIDENCE CITY HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5293'STATION FROM THE STATE HIGHWAY 114 (PAWTUCKET AVENUE) BRIDGE OVER
 LW5293'INTERSTATE HIGHWAY 195, GO WEST FOR 2.0 KM (1.2 MI) ON HIGHWAY 195 TO
 LW5293'THE STATION ON THE RIGHT SET IN THE SIDEWALK NEAR THE NORTHEAST
 LW5293'CORNER OF THE POTTER STREET OVERPASS.  THE STATION IS A STANDARD RIGS
 LW5293'DISK SET INTO A DRILL HOLE FLUSH WITH THE CONCRETE SIDEWALK, 20.7
 LW5293'METERS (68.0 FT) NORTH FROM THE CENTERLINE OF THE THREE TRAVEL LANES
 LW5293'OF HIGHWAY 195 WEST, 12.3 METERS (40.5 FT) WEST-NORTHWEST FROM A
 LW5293'NET+T CO POLE 5, 5.8 METERS (19.0 FT) WEST FROM THE CENTERLINE OF
 LW5293'POTTER STREET, 0.45 METERS (1.5 FT) EAST FROM THE CONCRETE RAILING
 LW5293'FOR THE OVERPASS.
 LW5293
 LW5293                          STATION RECOVERY (2004)
 LW5293
 LW5293'RECOVERY NOTE BY   2004
 LW5293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5292 ***********************************************************************
 LW5292  DESIGNATION -  EP 003
 LW5292  PID         -  LW5292
 LW5292  STATE/COUNTY-  RI/PROVIDENCE
 LW5292  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW5292
 LW5292                         *CURRENT SURVEY CONTROL
 LW5292  ___________________________________________________________________
 LW5292* NAD 83(1996)-  41 48 59.25985(N)    071 22 29.38957(W)     ADJUSTED  
 LW5292* NAVD 88     -        31.340  (meters)     102.82   (feet)  ADJUSTED  
 LW5292  ___________________________________________________________________
 LW5292  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 LW5292  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW5292  DYNAMIC HT  -          31.331 (meters)     102.79  (feet)  COMP
 LW5292  MODELED GRAV-     980,320.7   (mgal)                       NAVD 88
 LW5292
 LW5292  HORZ ORDER  -  SECOND
 LW5292  VERT ORDER  -  SECOND    CLASS II
 LW5292
 LW5292.The horizontal coordinates were established by classical geodetic methods
 LW5292.and adjusted by the National Geodetic Survey in August 1998..
 LW5292
 LW5292.The orthometric height was determined by differential leveling
 LW5292.and adjusted by the National Geodetic Survey in June 1991..
 LW5292
 LW5292.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5292
 LW5292.The geoid height was determined by GEOID03.
 LW5292
 LW5292.The dynamic height is computed by dividing the NAVD 88
 LW5292.geopotential number by the normal gravity value computed on the
 LW5292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5292.degrees latitude (g = 980.6199 gals.).
 LW5292
 LW5292.The modeled gravity was interpolated from observed gravity values.
 LW5292
 LW5292;                    North         East     Units Scale Factor Converg.
 LW5292;SPC RI       -    81,430.150   110,400.077   MT  0.99999508   +0 05 00.4
 LW5292;SPC RI       -   267,158.75    362,204.25   sFT  0.99999508   +0 05 00.4
 LW5292;SPC MA M     -   840,691.419   210,400.001   MT  0.99998690   +0 05 02.7
 LW5292;SPC MA M     - 2,758,168.43    690,287.34   sFT  0.99998690   +0 05 02.7
 LW5292;UTM  19      - 4,632,124.814   302,751.663   MT  1.00007879   -1 35 02.1
 LW5292
 LW5292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5292!SPC RI       -   0.99999971  x   0.99999508  =   0.99999479
 LW5292!SPC MA M     -   0.99999971  x   0.99998690  =   0.99998661
 LW5292!UTM  19      -   0.99999971  x   1.00007879  =   1.00007850
 LW5292
 LW5292                          SUPERSEDED SURVEY CONTROL
 LW5292
 LW5292  NAD 83(1996)-  41 48 59.25963(N)    071 22 29.38945(W) AD(       ) 2
 LW5292  NAD 83(1992)-  41 48 59.25838(N)    071 22 29.38870(W) AD(       ) 2
 LW5292  NAD 83(1992)-  41 48 59.25815(N)    071 22 29.38867(W) AD(       ) 2
 LW5292  NAD 83(1986)-  41 48 59.25787(N)    071 22 29.38868(W) AD(       ) 2
 LW5292  NGVD 29 (12/24/91)   31.59   (m)          103.6    (f) LEVELING    3  
 LW5292
 LW5292.Superseded values are not recommended for survey control.
 LW5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5292.See file dsdata.txt to determine how the superseded data were derived.
 LW5292
 LW5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0275232125(NAD 83)
 LW5292_MARKER: DD = SURVEY DISK
 LW5292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5292_SP_SET: CONCRETE POST
 LW5292_STAMPING: EP 003 1987
 LW5292_MARK LOGO: RIGS  
 LW5292_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5292+STABILITY: SURFACE MOTION
 LW5292
 LW5292  HISTORY     - Date     Condition        Report By
 LW5292  HISTORY     - 1987     MONUMENTED       RIGS
 LW5292  HISTORY     - 1987     GOOD             RIGS
 LW5292  HISTORY     - 20031024 GOOD             EASTOP
 LW5292
 LW5292                          STATION DESCRIPTION
 LW5292
 LW5292'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5292'THE STATION IS LOCATED ABOUT 0.4 KM (0.25 MI)
 LW5292'SOUTH OF THE EAST PROVIDENCE CITY HALL.
 LW5292'OWNERSHIP--STATE RIGHT OF WAY.
 LW5292'
 LW5292'TO REACH THE STATION FROM THE STATE HIGHWAY 114/103 BRIDGE OVER
 LW5292'INTERSTATE HIGHWAY 195, GO WEST FOR 1.4 KM (0.9 MI) ON HIGHWAY 195
 LW5292'TO THE LYON AVENUE BRIDGE AND THE STATION ON THE RIGHT AT THE
 LW5292'NORTHEAST CORNER OF THE BRIDGE.
 LW5292'
 LW5292'THE STATION IS A STANDARD RIGS DISK
 LW5292'STAMPED---EP 003 1987---,
 LW5292'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5292'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5292'20.0 METERS (65.6 FT) NORTHEAST FROM THE CENTERLINE OF THE THREE
 LW5292'TRAVEL LANES OF HIGHWAY 195 WEST,
 LW5292'16.0 METERS (52.6 FT) SOUTH-SOUTHEAST FROM A NECO POLE 4,
 LW5292'7.0 METERS (23.0 FT) SOUTHEAST FROM THE CENTERLINE OF LYON AVENUE,
 LW5292'5.5 METERS (18.2 FT) SOUTHWEST FROM THE CENTERLINE OF FREEBORN
 LW5292'AVENUE.
 LW5292'
 LW5292'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5292
 LW5292                          STATION RECOVERY (1987)
 LW5292
 LW5292'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5292'0.4 KM (.25 MI) SOUTH FROM EAST PROVIDENCE CENTER.
 LW5292'THE STATION IS LOCATED ABOUT 0.4 KM (0.25 MI) SOUTH OF THE EAST
 LW5292'PROVIDENCE CITY HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5292'STATION FROM THE STATE HIGHWAY 114/103 BRIDGE OVER INTERSTATE HIGHWAY
 LW5292'195, GO WEST FOR 1.4 KM (0.9 MI) ON HIGHWAY 195 TO THE LYON AVENUE
 LW5292'BRIDGE AND THE STATION ON THE RIGHT AT THE NORTHEAST CORNER OF THE
 LW5292'BRIDGE.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW5292'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5292'20.0 METERS (65.6 FT) NORTHEAST FROM THE CENTERLINE OF THE THREE
 LW5292'TRAVEL LANES OF HIGHWAY 195 WEST, 16.0 METERS (52.6 FT)
 LW5292'SOUTH-SOUTHEAST FROM A NECO POLE 4, 7.0 METERS (23.0 FT) SOUTHEAST
 LW5292'FROM THE CENTERLINE OF LYON AVENUE, 5.5 METERS (18.2 FT) SOUTHWEST
 LW5292'FROM THE CENTERLINE OF FREEBORN AVENUE.
 LW5292
 LW5292                          STATION RECOVERY (2003)
 LW5292
 LW5292'RECOVERY NOTE BY EASTERN TOPOGRAPHICS 2003 (LK)
 LW5292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5294 ***********************************************************************
 LW5294  DESIGNATION -  EP 004
 LW5294  PID         -  LW5294
 LW5294  STATE/COUNTY-  RI/PROVIDENCE
 LW5294  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW5294
 LW5294                         *CURRENT SURVEY CONTROL
 LW5294  ___________________________________________________________________
 LW5294* NAD 83(1996)-  41 48 52.50553(N)    071 22 13.49031(W)     ADJUSTED  
 LW5294* NAVD 88     -        26.537  (meters)      87.06   (feet)  ADJUSTED  
 LW5294  ___________________________________________________________________
 LW5294  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 LW5294  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW5294  DYNAMIC HT  -          26.529 (meters)      87.04  (feet)  COMP
 LW5294  MODELED GRAV-     980,320.5   (mgal)                       NAVD 88
 LW5294
 LW5294  HORZ ORDER  -  SECOND
 LW5294  VERT ORDER  -  SECOND    CLASS II
 LW5294
 LW5294.The horizontal coordinates were established by classical geodetic methods
 LW5294.and adjusted by the National Geodetic Survey in August 1998..
 LW5294
 LW5294.The orthometric height was determined by differential leveling
 LW5294.and adjusted by the National Geodetic Survey in June 1991..
 LW5294
 LW5294.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5294
 LW5294.The geoid height was determined by GEOID03.
 LW5294
 LW5294.The dynamic height is computed by dividing the NAVD 88
 LW5294.geopotential number by the normal gravity value computed on the
 LW5294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5294.degrees latitude (g = 980.6199 gals.).
 LW5294
 LW5294.The modeled gravity was interpolated from observed gravity values.
 LW5294
 LW5294;                    North         East     Units Scale Factor Converg.
 LW5294;SPC RI       -    81,222.306   110,767.345   MT  0.99999518   +0 05 11.0
 LW5294;SPC RI       -   266,476.85    363,409.20   sFT  0.99999518   +0 05 11.0
 LW5294;SPC MA M     -   840,483.581   210,767.269   MT  0.99998712   +0 05 13.4
 LW5294;SPC MA M     - 2,757,486.55    691,492.28   sFT  0.99998712   +0 05 13.4
 LW5294;UTM  19      - 4,631,906.354   303,112.759   MT  1.00007704   -1 34 51.3
 LW5294
 LW5294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5294!SPC RI       -   1.00000047  x   0.99999518  =   0.99999565
 LW5294!SPC MA M     -   1.00000047  x   0.99998712  =   0.99998759
 LW5294!UTM  19      -   1.00000047  x   1.00007704  =   1.00007751
 LW5294
 LW5294                          SUPERSEDED SURVEY CONTROL
 LW5294
 LW5294  NAD 83(1996)-  41 48 52.50529(N)    071 22 13.49016(W) AD(       ) 2
 LW5294  NAD 83(1992)-  41 48 52.50405(N)    071 22 13.48944(W) AD(       ) 2
 LW5294  NAD 83(1992)-  41 48 52.50381(N)    071 22 13.48940(W) AD(       ) 2
 LW5294  NAD 83(1986)-  41 48 52.50368(N)    071 22 13.48962(W) AD(       ) 2
 LW5294  NGVD 29 (12/24/91)   26.79   (m)           87.9    (f) LEVELING    3  
 LW5294
 LW5294.Superseded values are not recommended for survey control.
 LW5294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5294.See file dsdata.txt to determine how the superseded data were derived.
 LW5294
 LW5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0311331906(NAD 83)
 LW5294_MARKER: DD = SURVEY DISK
 LW5294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5294_SP_SET: CONCRETE POST
 LW5294_STAMPING: EP 004 1987
 LW5294_MARK LOGO: RIGS  
 LW5294_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5294+STABILITY: SURFACE MOTION
 LW5294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5294+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2003
 LW5294
 LW5294  HISTORY     - Date     Condition        Report By
 LW5294  HISTORY     - 1987     MONUMENTED       RIGS
 LW5294  HISTORY     - 1987     GOOD             RIGS
 LW5294  HISTORY     - 20031024 GOOD             EASTOP
 LW5294
 LW5294                          STATION DESCRIPTION
 LW5294
 LW5294'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5294'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI)
 LW5294'SOUTH-SOUTHEAST OF THE EAST PROVIDENCE CITY HALL.
 LW5294'OWNERSHIP--STATE RIGHT OF WAY.
 LW5294'
 LW5294'TO REACH THE STATION FROM THE STATE HIGHWAY 114/103 BRIDGE OVER
 LW5294'INTERSTATE HIGHWAY 195, GO WEST FOR 1.0 KM (0.65 MI) ON HIGHWAY 195
 LW5294'TO THE BROADWAY BRIDGE AND THE STATION ON THE LEFT.
 LW5294'
 LW5294'THE STATION IS A STANDARD RIGS DISK
 LW5294'STAMPED---EP 004 1987---,
 LW5294'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5294'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5294'24.6 METERS (80.8 FT) WEST FROM THE CENTERLINE OF BROADWAY,
 LW5294'9.1 METERS (30.0 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 LW5294'THREE TRAVEL LANES OF HIGHWAY 195 EAST,
 LW5294'3.6 METERS (12.0 FT) EAST FROM THE FACE OF AN ALUMUNIM LIGHT POLE
 LW5294'WITH NO NUMBER,
 LW5294'1.3 METERS (4.3 FT) NORTH-NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5294'
 LW5294'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5294
 LW5294                          STATION RECOVERY (1987)
 LW5294
 LW5294'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5294'0.6 KM (0.4 MI) SSE FROM EAST PROVIDENCE.
 LW5294'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI) SOUTH-SOUTHEAST OF THE
 LW5294'EAST PROVIDENCE CITY HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH
 LW5294'THE STATION FROM THE STATE HIGHWAY 114/103 BRIDGE OVER INTERSTATE
 LW5294'HIGHWAY 195, GO WEST FOR 1.0 KM (0.65 MI) ON HIGHWAY 195 TO THE
 LW5294'BROADWAY BRIDGE AND THE STATION ON THE LEFT.  THE STATION IS A
 LW5294'STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW5294'CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 24.6 METERS (80.8 FT) WEST
 LW5294'FROM THE CENTERLINE OF BROADWAY, 9.1 METERS (30.0 FT) SOUTH-SOUTHWEST
 LW5294'FROM THE CENTERLINE OF THE THREE TRAVEL LANES OF HIGHWAY 195 EAST,
 LW5294'3.6 METERS (12.0 FT) EAST FROM THE FACE OF AN ALUMUNIM LIGHT POLE
 LW5294'WITH NO NUMBER, 1.3 METERS (4.3 FT) NORTH-NORTHEAST FROM A FIBERGLASS
 LW5294'WITNESS POST.
 LW5294
 LW5294                          STATION RECOVERY (2003)
 LW5294
 LW5294'RECOVERY NOTE BY EASTERN TOPOGRAPHICS 2003 (LK)
 LW5294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5296 ***********************************************************************
 LW5296  DESIGNATION -  EP 005
 LW5296  PID         -  LW5296
 LW5296  STATE/COUNTY-  RI/PROVIDENCE
 LW5296  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW5296
 LW5296                         *CURRENT SURVEY CONTROL
 LW5296  ___________________________________________________________________
 LW5296* NAD 83(1996)-  41 48 45.15176(N)    071 21 29.38417(W)     ADJUSTED  
 LW5296* NAVD 88     -        22.823  (meters)      74.88   (feet)  ADJUSTED  
 LW5296  ___________________________________________________________________
 LW5296  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 LW5296  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LW5296  DYNAMIC HT  -          22.816 (meters)      74.86  (feet)  COMP
 LW5296  MODELED GRAV-     980,320.5   (mgal)                       NAVD 88
 LW5296
 LW5296  HORZ ORDER  -  SECOND
 LW5296  VERT ORDER  -  SECOND    CLASS II
 LW5296
 LW5296.The horizontal coordinates were established by classical geodetic methods
 LW5296.and adjusted by the National Geodetic Survey in August 1998..
 LW5296
 LW5296.The orthometric height was determined by differential leveling
 LW5296.and adjusted by the National Geodetic Survey in June 1991..
 LW5296
 LW5296.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5296
 LW5296.The geoid height was determined by GEOID03.
 LW5296
 LW5296.The dynamic height is computed by dividing the NAVD 88
 LW5296.geopotential number by the normal gravity value computed on the
 LW5296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5296.degrees latitude (g = 980.6199 gals.).
 LW5296
 LW5296.The modeled gravity was interpolated from observed gravity values.
 LW5296
 LW5296;                    North         East     Units Scale Factor Converg.
 LW5296;SPC RI       -    80,997.031   111,785.718   MT  0.99999546   +0 05 40.4
 LW5296;SPC RI       -   265,737.76    366,750.31   sFT  0.99999546   +0 05 40.4
 LW5296;SPC MA M     -   840,258.320   211,785.636   MT  0.99998736   +0 05 43.0
 LW5296;SPC MA M     - 2,756,747.50    694,833.37   sFT  0.99998736   +0 05 43.0
 LW5296;UTM  19      - 4,631,651.525   304,124.226   MT  1.00007215   -1 34 21.6
 LW5296
 LW5296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5296!SPC RI       -   1.00000105  x   0.99999546  =   0.99999651
 LW5296!SPC MA M     -   1.00000105  x   0.99998736  =   0.99998841
 LW5296!UTM  19      -   1.00000105  x   1.00007215  =   1.00007320
 LW5296
 LW5296                          SUPERSEDED SURVEY CONTROL
 LW5296
 LW5296  NAD 83(1996)-  41 48 45.15151(N)    071 21 29.38398(W) AD(       ) 2
 LW5296  NAD 83(1992)-  41 48 45.15029(N)    071 21 29.38330(W) AD(       ) 2
 LW5296  NAD 83(1992)-  41 48 45.15002(N)    071 21 29.38323(W) AD(       ) 2
 LW5296  NAD 83(1986)-  41 48 45.15008(N)    071 21 29.38366(W) AD(       ) 2
 LW5296  NGVD 29 (12/24/91)   23.07   (m)           75.7    (f) LEVELING    3  
 LW5296
 LW5296.Superseded values are not recommended for survey control.
 LW5296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5296.See file dsdata.txt to determine how the superseded data were derived.
 LW5296
 LW5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0412431652(NAD 83)
 LW5296_MARKER: DD = SURVEY DISK
 LW5296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5296_SP_SET: CONCRETE POST
 LW5296_STAMPING: EP 005 1987
 LW5296_MARK LOGO: RIGS  
 LW5296_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5296+STABILITY: SURFACE MOTION
 LW5296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5296+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 LW5296
 LW5296  HISTORY     - Date     Condition        Report By
 LW5296  HISTORY     - 1987     MONUMENTED       RIGS
 LW5296  HISTORY     - 1987     GOOD             RIGS
 LW5296  HISTORY     - 20040701 GOOD             EPDPW
 LW5296
 LW5296                          STATION DESCRIPTION
 LW5296
 LW5296'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5296'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 LW5296'SOUTHEAST OF THE EAST PROVIDENCE CITY HALL.
 LW5296'OWNERSHIP--STATE RIGHT OF WAY.
 LW5296'
 LW5296'TO REACH THE STATION FROM THE STATE HIGHWAY 114/103 BRIDGE OVER
 LW5296'INTERSTATE HIGHWAY 195, GO NORTH FOR 37.9 METERS ON HIGHWAY
 LW5296'114/103 TO THE STATION ON THE RIGHT.
 LW5296'
 LW5296'THE STATION IS A STANDARD RIGS DISK
 LW5296'STAMPED---EP 005 1987---,
 LW5296'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5296'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5296'27.9 METERS (91.6 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 LW5296'FOUR TRAVEL LANES OF HIGHWAY 195 WEST,
 LW5296'14.4 METERS (47.3 FT) SOUTHEAST FROM THE CENTERLINE OF HIGHWAY
 LW5296'114/103 (PAWTUCKET AVENUE),
 LW5296'7.5 METERS (24.4 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 LW5296'EAST BRIDGEWALL OF THE PAWTUCKET AVENUE BRIDGE OVER HIGHWAY 195,
 LW5296'2.6 METERS (8.4 FT) WEST FROM THE SOUTHWEST CORNER OF A ONE STORY
 LW5296'CONCRETE BLOCK BUILDING AT 2312 PAWTUCKET AVENUE.
 LW5296'
 LW5296'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5296
 LW5296                          STATION RECOVERY (1987)
 LW5296
 LW5296'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5296'1.6 KM (1.0 MI) SE FROM EAST PROVIDENCE.
 LW5296'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHEAST OF THE EAST
 LW5296'PROVIDENCE CITY HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5296'STATION FROM THE STATE HIGHWAY 114/103 BRIDGE OVER INTERSTATE HIGHWAY
 LW5296'195, GO NORTH FOR 37.9 METERS ON HIGHWAY 114/103 TO THE STATION ON
 LW5296'THE RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW5296'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5296'27.9 METERS (91.6 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE FOUR
 LW5296'TRAVEL LANES OF HIGHWAY 195 WEST, 14.4 METERS (47.3 FT) SOUTHEAST
 LW5296'FROM THE CENTERLINE OF HIGHWAY 114/103 (PAWTUCKET AVENUE), 7.5 METERS
 LW5296'(24.4 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE EAST BRIDGEWALL
 LW5296'OF THE PAWTUCKET AVENUE BRIDGE OVER HIGHWAY 195, 2.6 METERS (8.4 FT)
 LW5296'WEST FROM THE SOUTHWEST CORNER OF A ONE STORY CONCRETE BLOCK BUILDING
 LW5296'AT 2312 PAWTUCKET AVENUE.
 LW5296
 LW5296                          STATION RECOVERY (2004)
 LW5296
 LW5296'RECOVERY NOTE BY   2004
 LW5296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5297 ***********************************************************************
 LW5297  DESIGNATION -  EP 006
 LW5297  PID         -  LW5297
 LW5297  STATE/COUNTY-  RI/PROVIDENCE
 LW5297  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW5297
 LW5297                         *CURRENT SURVEY CONTROL
 LW5297  ___________________________________________________________________
 LW5297* NAD 83(1996)-  41 48 33.55532(N)    071 21 10.45526(W)     ADJUSTED  
 LW5297* NAVD 88     -        29.736  (meters)      97.56   (feet)  ADJUSTED  
 LW5297  ___________________________________________________________________
 LW5297  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 LW5297  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LW5297  DYNAMIC HT  -          29.727 (meters)      97.53  (feet)  COMP
 LW5297  MODELED GRAV-     980,320.2   (mgal)                       NAVD 88
 LW5297
 LW5297  HORZ ORDER  -  SECOND
 LW5297  VERT ORDER  -  SECOND    CLASS II
 LW5297
 LW5297.The horizontal coordinates were established by classical geodetic methods
 LW5297.and adjusted by the National Geodetic Survey in August 1998..
 LW5297
 LW5297.The orthometric height was determined by differential leveling
 LW5297.and adjusted by the National Geodetic Survey in June 1991..
 LW5297
 LW5297.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5297
 LW5297.The geoid height was determined by GEOID03.
 LW5297
 LW5297.The dynamic height is computed by dividing the NAVD 88
 LW5297.geopotential number by the normal gravity value computed on the
 LW5297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5297.degrees latitude (g = 980.6199 gals.).
 LW5297
 LW5297.The modeled gravity was interpolated from observed gravity values.
 LW5297
 LW5297;                    North         East     Units Scale Factor Converg.
 LW5297;SPC RI       -    80,639.987   112,223.236   MT  0.99999559   +0 05 53.0
 LW5297;SPC RI       -   264,566.36    368,185.73   sFT  0.99999559   +0 05 53.0
 LW5297;SPC MA M     -   839,901.284   212,223.155   MT  0.99998774   +0 05 55.7
 LW5297;SPC MA M     - 2,755,576.13    696,268.80   sFT  0.99998774   +0 05 55.7
 LW5297;UTM  19      - 4,631,281.874   304,551.203   MT  1.00007009   -1 34 08.6
 LW5297
 LW5297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5297!SPC RI       -   0.99999996  x   0.99999559  =   0.99999555
 LW5297!SPC MA M     -   0.99999996  x   0.99998774  =   0.99998770
 LW5297!UTM  19      -   0.99999996  x   1.00007009  =   1.00007005
 LW5297
 LW5297                          SUPERSEDED SURVEY CONTROL
 LW5297
 LW5297  NAD 83(1996)-  41 48 33.55506(N)    071 21 10.45504(W) AD(       ) 2
 LW5297  NAD 83(1992)-  41 48 33.55385(N)    071 21 10.45439(W) AD(       ) 2
 LW5297  NAD 83(1992)-  41 48 33.55357(N)    071 21 10.45431(W) AD(       ) 2
 LW5297  NAD 83(1986)-  41 48 33.55374(N)    071 21 10.45488(W) AD(       ) 2
 LW5297  NGVD 29 (12/24/91)   29.99   (m)           98.4    (f) LEVELING    3  
 LW5297
 LW5297.Superseded values are not recommended for survey control.
 LW5297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5297.See file dsdata.txt to determine how the superseded data were derived.
 LW5297
 LW5297_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0455131282(NAD 83)
 LW5297_MARKER: DD = SURVEY DISK
 LW5297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5297_SP_SET: CONCRETE POST
 LW5297_STAMPING: EP 006 1987
 LW5297_MARK LOGO: RIGS  
 LW5297_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5297+STABILITY: SURFACE MOTION
 LW5297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5297+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 LW5297
 LW5297  HISTORY     - Date     Condition        Report By
 LW5297  HISTORY     - 1987     MONUMENTED       RIGS
 LW5297  HISTORY     - 1987     GOOD             RIGS
 LW5297  HISTORY     - 20040701 GOOD             EPDPW
 LW5297
 LW5297                          STATION DESCRIPTION
 LW5297
 LW5297'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5297'THE STATION IS LOCATED ABOUT 2.4 KM (1.4 MI)
 LW5297'SOUTHEAST OF THE EAST PROVIDENCE CITY HALL.
 LW5297'OWNERSHIP--STATE RIGHT OF WAY.
 LW5297'
 LW5297'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR
 LW5297'STATE HIGHWAY 114 AND U S HIGHWAY 6, GO SOUTH FOR
 LW5297'0.5 KM (0.3 MI) ON THE HIGHWAY 114 RAMP TO THE BEGINNING OF THE
 LW5297'HIGHWAY 6 EXIT AND THE STATION ON THE LEFT.
 LW5297'
 LW5297'THE STATION IS A STANDARD RIGS DISK
 LW5297'STAMPED---EP 006 1987---,
 LW5297'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5297'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 LW5297'9.1 METERS (30.0 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE TWO
 LW5297'TRAVEL LANES OF THE HIGHWAY 114 CONNECTOR RAMP FROM HIGHWAY 195
 LW5297'EAST,
 LW5297'6.3 METERS (20.5 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF A
 LW5297'CEMENT BASE FOR OVERHEAD HIGHWAY SIGNS,
 LW5297'5.8 METERS (19.0 FT) EAST-NORTHEAST FROM THE CENTER OF THE EXIT
 LW5297'LEADING TO HIGHWAY 6 EAST,
 LW5297'1.0 METERS (3.3 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5297'
 LW5297'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5297
 LW5297                          STATION RECOVERY (1987)
 LW5297
 LW5297'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5297'2.4 KM (1.4 MI) SE FROM EAST PROVIDENCE.
 LW5297'THE STATION IS LOCATED ABOUT 2.4 KM (1.4 MI) SOUTHEAST OF THE EAST
 LW5297'PROVIDENCE CITY HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5297'STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR STATE HIGHWAY
 LW5297'114 AND U S HIGHWAY 6, GO SOUTH FOR 0.5 KM (0.3 MI) ON THE HIGHWAY
 LW5297'114 RAMP TO THE BEGINNING OF THE HIGHWAY 6 EXIT AND THE STATION ON
 LW5297'THE LEFT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW5297'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 5 CM ABOVE
 LW5297'GROUND.  LOCATED 9.1 METERS (30.0 FT) EAST-NORTHEAST FROM THE
 LW5297'CENTERLINE OF THE TWO TRAVEL LANES OF THE HIGHWAY 114 CONNECTOR RAMP
 LW5297'FROM HIGHWAY 195 EAST, 6.3 METERS (20.5 FT) NORTH-NORTHWEST FROM THE
 LW5297'NORTHWEST CORNER OF A CEMENT BASE FOR OVERHEAD HIGHWAY SIGNS, 5.8
 LW5297'METERS (19.0 FT) EAST-NORTHEAST FROM THE CENTER OF THE EXIT LEADING
 LW5297'TO HIGHWAY 6 EAST, 1.0 METERS (3.3 FT) SOUTHWEST FROM A FIBERGLASS
 LW5297'WITNESS POST.
 LW5297
 LW5297                          STATION RECOVERY (2004)
 LW5297
 LW5297'RECOVERY NOTE BY   2004
 LW5297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5298 ***********************************************************************
 LW5298  DESIGNATION -  EP 007
 LW5298  PID         -  LW5298
 LW5298  STATE/COUNTY-  RI/PROVIDENCE
 LW5298  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW5298
 LW5298                         *CURRENT SURVEY CONTROL
 LW5298  ___________________________________________________________________
 LW5298* NAD 83(1996)-  41 48 21.94934(N)    071 21 04.80090(W)     ADJUSTED  
 LW5298* NAVD 88     -        29.904  (meters)      98.11   (feet)  ADJUSTED  
 LW5298  ___________________________________________________________________
 LW5298  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LW5298  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW5298  DYNAMIC HT  -          29.894 (meters)      98.08  (feet)  COMP
 LW5298  MODELED GRAV-     980,319.7   (mgal)                       NAVD 88
 LW5298
 LW5298  HORZ ORDER  -  SECOND
 LW5298  VERT ORDER  -  SECOND    CLASS II
 LW5298
 LW5298.The horizontal coordinates were established by classical geodetic methods
 LW5298.and adjusted by the National Geodetic Survey in August 1998..
 LW5298
 LW5298.The orthometric height was determined by differential leveling
 LW5298.and adjusted by the National Geodetic Survey in June 1991..
 LW5298
 LW5298.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5298
 LW5298.The geoid height was determined by GEOID03.
 LW5298
 LW5298.The dynamic height is computed by dividing the NAVD 88
 LW5298.geopotential number by the normal gravity value computed on the
 LW5298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5298.degrees latitude (g = 980.6199 gals.).
 LW5298
 LW5298.The modeled gravity was interpolated from observed gravity values.
 LW5298
 LW5298;                    North         East     Units Scale Factor Converg.
 LW5298;SPC RI       -    80,282.138   112,354.373   MT  0.99999563   +0 05 56.8
 LW5298;SPC RI       -   263,392.31    368,615.97   sFT  0.99999563   +0 05 56.8
 LW5298;SPC MA M     -   839,543.440   212,354.295   MT  0.99998812   +0 05 59.5
 LW5298;SPC MA M     - 2,754,402.10    696,699.05   sFT  0.99998812   +0 05 59.5
 LW5298;UTM  19      - 4,630,920.335   304,671.883   MT  1.00006951   -1 34 04.5
 LW5298
 LW5298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5298!SPC RI       -   0.99999994  x   0.99999563  =   0.99999557
 LW5298!SPC MA M     -   0.99999994  x   0.99998812  =   0.99998806
 LW5298!UTM  19      -   0.99999994  x   1.00006951  =   1.00006945
 LW5298
 LW5298                          SUPERSEDED SURVEY CONTROL
 LW5298
 LW5298  NAD 83(1996)-  41 48 21.94908(N)    071 21 04.80067(W) AD(       ) 2
 LW5298  NAD 83(1992)-  41 48 21.94787(N)    071 21 04.80003(W) AD(       ) 2
 LW5298  NAD 83(1992)-  41 48 21.94758(N)    071 21 04.79994(W) AD(       ) 2
 LW5298  NAD 83(1986)-  41 48 21.94776(N)    071 21 04.80054(W) AD(       ) 2
 LW5298  NGVD 29 (12/24/91)   30.15   (m)           98.9    (f) LEVELING    3  
 LW5298
 LW5298.Superseded values are not recommended for survey control.
 LW5298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5298.See file dsdata.txt to determine how the superseded data were derived.
 LW5298
 LW5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0467230920(NAD 83)
 LW5298_MARKER: DD = SURVEY DISK
 LW5298_SETTING: 80 = SET IN A BOULDER
 LW5298_SP_SET: BOULDER
 LW5298_STAMPING: EP 007 1987
 LW5298_MARK LOGO: RIGS  
 LW5298_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5298+STABILITY: SURFACE MOTION
 LW5298
 LW5298  HISTORY     - Date     Condition        Report By
 LW5298  HISTORY     - 1987     MONUMENTED       RIGS
 LW5298  HISTORY     - 1987     GOOD             RIGS
 LW5298
 LW5298                          STATION DESCRIPTION
 LW5298
 LW5298'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5298'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI)
 LW5298'SOUTHEAST OF THE EAST PROVIDENCE CITY HALL.
 LW5298'OWNERSHIP--STATE RIGHT OF WAY.
 LW5298'
 LW5298'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR
 LW5298'STATE HIGHWAY 114/U S HIGHWAY 6, GO SOUTH FOR
 LW5298'1.0 KM (0.6 MI) ON THE EXIT RAMP TO THE STATION ON THE LEFT.
 LW5298'
 LW5298'THE STATION IS A STANDARD RIGS DISK STAMPED---EP 007 1987---, SET
 LW5298'INTO A DRILL HOLE IN THE TOP OF A PARTIALLY EXSPOSED BOULDER OF 1.2
 LW5298'METERS LARGEST DIMENSION.  LOCATED 25.0 METERS (82.0 FT)
 LW5298'FROM A LIGHT POLE 297,
 LW5298'14.6 METERS (48.0 FT) EAST FROM THE CENTER OF THE TWO TRAVEL LANES
 LW5298'OF THE SOUTHBOUND HIGHWAY 114 CONNECTOR RAMP,
 LW5298'8.4 METERS (27.8 FT) SOUTHWEST FROM A 4.5 FEET BY 3.5 FEET BOULDER
 LW5298'EXSPOSED 2.0 FEET.
 LW5298'
 LW5298'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5298
 LW5298                          STATION RECOVERY (1987)
 LW5298
 LW5298'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5298'2.6 KM (1.6 MI) SE FROM EAST PROVIDENCE.
 LW5298'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) SOUTHEAST OF THE EAST
 LW5298'PROVIDENCE CITY HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5298'STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR STATE HIGHWAY
 LW5298'114/U S HIGHWAY 6, GO SOUTH FOR 1.0 KM (0.6 MI) ON THE EXIT RAMP TO
 LW5298'THE STATION ON THE LEFT.  THE STATION IS A STANDARD RIGS DISK
 LW5298'STAMPED, SET INTO A DRILL HOLE IN THE TOP OF A PARTIALLY EXSPOSED
 LW5298'BOULDER OF 1.2 METERS LARGEST DIMENSION.  LOCATED 25.0 METERS (82.0
 LW5298'FT) FROM A LIGHT POLE 297, 14.6 METERS (48.0 FT) EAST FROM THE CENTER
 LW5298'OF THE TWO TRAVEL LANES OF THE SOUTHBOUND HIGHWAY 114 CONNECTOR RAMP,
 LW5298'8.4 METERS (27.8 FT) SOUTHWEST FROM A 4.5 FEET BY 3.5 FEET BOULDER
 LW5298'EXSPOSED 2.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5299 ***********************************************************************
 LW5299  DESIGNATION -  EP 008
 LW5299  PID         -  LW5299
 LW5299  STATE/COUNTY-  RI/PROVIDENCE
 LW5299  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW5299
 LW5299                         *CURRENT SURVEY CONTROL
 LW5299  ___________________________________________________________________
 LW5299* NAD 83(1996)-  41 48 04.87666(N)    071 21 05.62757(W)     ADJUSTED  
 LW5299* NAVD 88     -        22.529  (meters)      73.91   (feet)  ADJUSTED  
 LW5299  ___________________________________________________________________
 LW5299  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LW5299  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW5299  DYNAMIC HT  -          22.522 (meters)      73.89  (feet)  COMP
 LW5299  MODELED GRAV-     980,319.0   (mgal)                       NAVD 88
 LW5299
 LW5299  HORZ ORDER  -  SECOND
 LW5299  VERT ORDER  -  SECOND    CLASS II
 LW5299
 LW5299.The horizontal coordinates were established by classical geodetic methods
 LW5299.and adjusted by the National Geodetic Survey in August 1998..
 LW5299
 LW5299.The orthometric height was determined by differential leveling
 LW5299.and adjusted by the National Geodetic Survey in June 1991..
 LW5299
 LW5299.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5299
 LW5299.The geoid height was determined by GEOID03.
 LW5299
 LW5299.The dynamic height is computed by dividing the NAVD 88
 LW5299.geopotential number by the normal gravity value computed on the
 LW5299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5299.degrees latitude (g = 980.6199 gals.).
 LW5299
 LW5299.The modeled gravity was interpolated from observed gravity values.
 LW5299
 LW5299;                    North         East     Units Scale Factor Converg.
 LW5299;SPC RI       -    79,755.371   112,336.200   MT  0.99999562   +0 05 56.2
 LW5299;SPC RI       -   261,664.08    368,556.35   sFT  0.99999562   +0 05 56.2
 LW5299;SPC MA M     -   839,016.676   212,336.129   MT  0.99998869   +0 05 59.0
 LW5299;SPC MA M     - 2,752,673.88    696,639.45   sFT  0.99998869   +0 05 59.0
 LW5299;UTM  19      - 4,630,394.281   304,638.391   MT  1.00006967   -1 34 04.5
 LW5299
 LW5299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5299!SPC RI       -   1.00000110  x   0.99999562  =   0.99999672
 LW5299!SPC MA M     -   1.00000110  x   0.99998869  =   0.99998979
 LW5299!UTM  19      -   1.00000110  x   1.00006967  =   1.00007077
 LW5299
 LW5299                          SUPERSEDED SURVEY CONTROL
 LW5299
 LW5299  NAD 83(1996)-  41 48 04.87639(N)    071 21 05.62732(W) AD(       ) 2
 LW5299  NAD 83(1992)-  41 48 04.87519(N)    071 21 05.62670(W) AD(       ) 2
 LW5299  NAD 83(1992)-  41 48 04.87489(N)    071 21 05.62661(W) AD(       ) 2
 LW5299  NAD 83(1986)-  41 48 04.87518(N)    071 21 05.62728(W) AD(       ) 2
 LW5299  NGVD 29 (12/24/91)   22.78   (m)           74.7    (f) LEVELING    3  
 LW5299
 LW5299.Superseded values are not recommended for survey control.
 LW5299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5299.See file dsdata.txt to determine how the superseded data were derived.
 LW5299
 LW5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0463830394(NAD 83)
 LW5299_MARKER: DD = SURVEY DISK
 LW5299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5299_SP_SET: CONCRETE POST
 LW5299_STAMPING: EP 008 1987
 LW5299_MARK LOGO: RIGS  
 LW5299_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5299+STABILITY: SURFACE MOTION
 LW5299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5299+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 LW5299
 LW5299  HISTORY     - Date     Condition        Report By
 LW5299  HISTORY     - 1987     MONUMENTED       RIGS
 LW5299  HISTORY     - 1987     GOOD             RIGS
 LW5299  HISTORY     - 20040701 GOOD             EPDPW
 LW5299
 LW5299                          STATION DESCRIPTION
 LW5299
 LW5299'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5299'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI)
 LW5299'SOUTHEAST OF THE EAST PROVIDENCE CITY HALL.
 LW5299'OWNERSHIP--STATE RIGHT OF WAY.
 LW5299'
 LW5299'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR
 LW5299'STATE HIGHWAY 114 AND U S HIGHWAY 6, GO SOUTH FOR
 LW5299'1.4 KM (0.9 MI) ON THE HIGHWAY 114 CONNECTOR TO THE STATION ON THE
 LW5299'RIGHT.
 LW5299'
 LW5299'THE STATION IS A STANDARD RIGS DISK
 LW5299'STAMPED---EP 008 1987---,
 LW5299'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5299'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5299'34.8 METERS (114.0 FT) SOUTH FROM THE CENTER OF A SQUARE METAL
 LW5299'CATCH BASIN RIM,
 LW5299'33.0 METERS (108.0 FT) NORTH FROM THE CENTER OF A SQUARE METAL
 LW5299'CATCH BASIN RIM,
 LW5299'9.2 METERS (30.0 FT) WEST FROM THE CENTERLINE OF THE TWO TRAVEL
 LW5299'LANES OF THE HIGHWAY 114 CONNECTOR,
 LW5299'1.1 METERS (3.5 FT) EAST FROM A FIBERGLASS WITNESS POST.
 LW5299'
 LW5299'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5299
 LW5299                          STATION RECOVERY (1987)
 LW5299
 LW5299'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5299'2.9 KM (1.8 MI) SE FROM EAST PROVIDENCE.
 LW5299'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF THE EAST
 LW5299'PROVIDENCE CITY HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5299'STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR STATE HIGHWAY
 LW5299'114 AND U S HIGHWAY 6, GO SOUTH FOR 1.4 KM (0.9 MI) ON THE HIGHWAY
 LW5299'114 CONNECTOR TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD
 LW5299'RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LW5299'DIAMETER FLUSH WITH GROUND.  LOCATED 34.8 METERS (114.0 FT) SOUTH
 LW5299'FROM THE CENTER OF A SQUARE METAL CATCH BASIN RIM, 33.0 METERS (108.0
 LW5299'FT) NORTH FROM THE CENTER OF A SQUARE METAL CATCH BASIN RIM, 9.2
 LW5299'METERS (30.0 FT) WEST FROM THE CENTERLINE OF THE TWO TRAVEL LANES OF
 LW5299'THE HIGHWAY 114 CONNECTOR, 1.1 METERS (3.5 FT) EAST FROM A FIBERGLASS
 LW5299'WITNESS POST.
 LW5299
 LW5299                          STATION RECOVERY (2004)
 LW5299
 LW5299'RECOVERY NOTE BY   2004
 LW5299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5300 ***********************************************************************
 LW5300  DESIGNATION -  EP 009
 LW5300  PID         -  LW5300
 LW5300  STATE/COUNTY-  RI/PROVIDENCE
 LW5300  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW5300
 LW5300                         *CURRENT SURVEY CONTROL
 LW5300  ___________________________________________________________________
 LW5300* NAD 83(1996)-  41 47 43.39879(N)    071 21 03.69549(W)     ADJUSTED  
 LW5300* NAVD 88     -        21.219  (meters)      69.62   (feet)  ADJUSTED  
 LW5300  ___________________________________________________________________
 LW5300  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LW5300  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW5300  DYNAMIC HT  -          21.213 (meters)      69.60  (feet)  COMP
 LW5300  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 LW5300
 LW5300  HORZ ORDER  -  SECOND
 LW5300  VERT ORDER  -  SECOND    CLASS II
 LW5300
 LW5300.The horizontal coordinates were established by classical geodetic methods
 LW5300.and adjusted by the National Geodetic Survey in August 1998..
 LW5300
 LW5300.The orthometric height was determined by differential leveling
 LW5300.and adjusted by the National Geodetic Survey in June 1991..
 LW5300
 LW5300.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5300
 LW5300.The geoid height was determined by GEOID03.
 LW5300
 LW5300.The dynamic height is computed by dividing the NAVD 88
 LW5300.geopotential number by the normal gravity value computed on the
 LW5300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5300.degrees latitude (g = 980.6199 gals.).
 LW5300
 LW5300.The modeled gravity was interpolated from observed gravity values.
 LW5300
 LW5300;                    North         East     Units Scale Factor Converg.
 LW5300;SPC RI       -    79,092.804   112,381.951   MT  0.99999564   +0 05 57.4
 LW5300;SPC RI       -   259,490.31    368,706.45   sFT  0.99999564   +0 05 57.4
 LW5300;SPC MA M     -   838,354.114   212,381.889   MT  0.99998942   +0 06 00.3
 LW5300;SPC MA M     - 2,750,500.12    696,789.58   sFT  0.99998942   +0 06 00.3
 LW5300;UTM  19      - 4,629,730.614   304,664.853   MT  1.00006955   -1 34 02.6
 LW5300
 LW5300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5300!SPC RI       -   1.00000130  x   0.99999564  =   0.99999694
 LW5300!SPC MA M     -   1.00000130  x   0.99998942  =   0.99999072
 LW5300!UTM  19      -   1.00000130  x   1.00006955  =   1.00007085
 LW5300
 LW5300                          SUPERSEDED SURVEY CONTROL
 LW5300
 LW5300  NAD 83(1996)-  41 47 43.39850(N)    071 21 03.69522(W) AD(       ) 2
 LW5300  NAD 83(1992)-  41 47 43.39733(N)    071 21 03.69462(W) AD(       ) 2
 LW5300  NAD 83(1992)-  41 47 43.39701(N)    071 21 03.69452(W) AD(       ) 2
 LW5300  NAD 83(1986)-  41 47 43.39742(N)    071 21 03.69530(W) AD(       ) 2
 LW5300  NGVD 29 (12/24/91)   21.47   (m)           70.4    (f) LEVELING    3  
 LW5300
 LW5300.Superseded values are not recommended for survey control.
 LW5300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5300.See file dsdata.txt to determine how the superseded data were derived.
 LW5300
 LW5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0466529731(NAD 83)
 LW5300_MARKER: DD = SURVEY DISK
 LW5300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5300_SP_SET: CONCRETE POST
 LW5300_STAMPING: EP 009 1987
 LW5300_MARK LOGO: RIGS  
 LW5300_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5300+STABILITY: SURFACE MOTION
 LW5300
 LW5300  HISTORY     - Date     Condition        Report By
 LW5300  HISTORY     - 1987     MONUMENTED       RIGS
 LW5300  HISTORY     - 1987     GOOD             RIGS
 LW5300
 LW5300                          STATION DESCRIPTION
 LW5300
 LW5300'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5300'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI)
 LW5300'SOUTHEAST OF THE EAST PROVIDENCE CITY HALL.
 LW5300'OWNERSHIP--STATE RIGHT OF WAY.
 LW5300'
 LW5300'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR
 LW5300'STATE HIGHWAY 114 AND U S HIGHWAY 6, GO SOUTH FOR
 LW5300'1.8 KM (1.1 MI) ON THE EXIT TO THE HIGHWAY 114 EXIT, TAKE THE
 LW5300'RT 114 EXIT, AND AT THE TOP OF THE RAMP TURN LEFT.  GO EAST 61
 LW5300'(200 FT) TO THE NORTHEAST CORNER OF THE BRIDGE, AND THE STATION ON
 LW5300'THE LEFT.
 LW5300'
 LW5300'THE STATION IS A STANDARD RIGS DISK
 LW5300'STAMPED---EP 009 1987---,
 LW5300'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5300'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5300'9.5 METERS (31.0 FT) NORTHEAST FROM THE CENTERLINE OF HIGHWAY 114,
 LW5300'6.4 METERS (21.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF A ACCESS
 LW5300'ROAD LEADING TO TWO BUILDINGS,
 LW5300'6.1 METERS (20.0 FT) NORTH FROM THE NORTHEAST CORNER OF THE NORTH
 LW5300'CONCRETE BRIDGE RAILING,
 LW5300'4.2 METERS (13.6 FT) NORTH FROM A NET+T UTILITY LIGHT POLE 31.
 LW5300'
 LW5300'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5300
 LW5300                          STATION RECOVERY (1987)
 LW5300
 LW5300'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5300'3.4 KM (2.1 MI) SE FROM EAST PROVIDENCE.
 LW5300'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) SOUTHEAST OF THE EAST
 LW5300'PROVIDENCE CITY HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5300'STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR STATE HIGHWAY
 LW5300'114 AND U S HIGHWAY 6, GO SOUTH FOR 1.8 KM (1.1 MI) ON THE EXIT TO
 LW5300'THE HIGHWAY 114 EXIT, TAKE THE RT 114 EXIT, AND AT THE TOP OF THE
 LW5300'RAMP TURN LEFT.  GO EAST 61 (200 FT) TO THE NORTHEAST CORNER OF THE
 LW5300'BRIDGE, AND THE STATION ON THE LEFT.  THE STATION IS A STANDARD RIGS
 LW5300'DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW5300'FLUSH WITH GROUND.  LOCATED 9.5 METERS (31.0 FT) NORTHEAST FROM THE
 LW5300'CENTERLINE OF HIGHWAY 114, 6.4 METERS (21.0 FT) WEST-NORTHWEST FROM
 LW5300'THE CENTERLINE OF A ACCESS ROAD LEADING TO TWO BUILDINGS, 6.1 METERS
 LW5300'(20.0 FT) NORTH FROM THE NORTHEAST CORNER OF THE NORTH CONCRETE
 LW5300'BRIDGE RAILING, 4.2 METERS (13.6 FT) NORTH FROM A NET+T UTILITY LIGHT
 LW5300'POLE 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5301 ***********************************************************************
 LW5301  DESIGNATION -  EP 010
 LW5301  PID         -  LW5301
 LW5301  STATE/COUNTY-  RI/PROVIDENCE
 LW5301  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW5301
 LW5301                         *CURRENT SURVEY CONTROL
 LW5301  ___________________________________________________________________
 LW5301* NAD 83(1996)-  41 47 35.50489(N)    071 20 51.46852(W)     ADJUSTED  
 LW5301* NAVD 88     -        17.378  (meters)      57.01   (feet)  ADJUSTED  
 LW5301  ___________________________________________________________________
 LW5301  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LW5301  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW5301  DYNAMIC HT  -          17.372 (meters)      56.99  (feet)  COMP
 LW5301  MODELED GRAV-     980,317.8   (mgal)                       NAVD 88
 LW5301
 LW5301  HORZ ORDER  -  SECOND
 LW5301  VERT ORDER  -  SECOND    CLASS II
 LW5301
 LW5301.The horizontal coordinates were established by classical geodetic methods
 LW5301.and adjusted by the National Geodetic Survey in August 1998..
 LW5301
 LW5301.The orthometric height was determined by differential leveling
 LW5301.and adjusted by the National Geodetic Survey in June 1991..
 LW5301
 LW5301.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5301
 LW5301.The geoid height was determined by GEOID03.
 LW5301
 LW5301.The dynamic height is computed by dividing the NAVD 88
 LW5301.geopotential number by the normal gravity value computed on the
 LW5301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5301.degrees latitude (g = 980.6199 gals.).
 LW5301
 LW5301.The modeled gravity was interpolated from observed gravity values.
 LW5301
 LW5301;                    North         East     Units Scale Factor Converg.
 LW5301;SPC RI       -    78,849.753   112,664.673   MT  0.99999572   +0 06 05.6
 LW5301;SPC RI       -   258,692.90    369,634.01   sFT  0.99999572   +0 06 05.6
 LW5301;SPC MA M     -   838,111.069   212,664.613   MT  0.99998968   +0 06 08.5
 LW5301;SPC MA M     - 2,749,702.73    697,717.15   sFT  0.99998968   +0 06 08.5
 LW5301;UTM  19      - 4,629,479.425   304,940.407   MT  1.00006822   -1 33 54.2
 LW5301
 LW5301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5301!SPC RI       -   1.00000191  x   0.99999572  =   0.99999763
 LW5301!SPC MA M     -   1.00000191  x   0.99998968  =   0.99999159
 LW5301!UTM  19      -   1.00000191  x   1.00006822  =   1.00007013
 LW5301
 LW5301                          SUPERSEDED SURVEY CONTROL
 LW5301
 LW5301  NAD 83(1996)-  41 47 35.50459(N)    071 20 51.46823(W) AD(       ) 2
 LW5301  NAD 83(1992)-  41 47 35.50342(N)    071 20 51.46765(W) AD(       ) 2
 LW5301  NAD 83(1992)-  41 47 35.50310(N)    071 20 51.46753(W) AD(       ) 2
 LW5301  NAD 83(1986)-  41 47 35.50358(N)    071 20 51.46843(W) AD(       ) 2
 LW5301  NGVD 29 (12/24/91)   17.63   (m)           57.8    (f) LEVELING    3  
 LW5301
 LW5301.Superseded values are not recommended for survey control.
 LW5301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5301.See file dsdata.txt to determine how the superseded data were derived.
 LW5301
 LW5301_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0494029479(NAD 83)
 LW5301_MARKER: DD = SURVEY DISK
 LW5301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5301_SP_SET: CONCRETE POST
 LW5301_STAMPING: EP 010 1987
 LW5301_MARK LOGO: RIGS  
 LW5301_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5301+STABILITY: SURFACE MOTION
 LW5301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5301+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 LW5301
 LW5301  HISTORY     - Date     Condition        Report By
 LW5301  HISTORY     - 1987     MONUMENTED       RIGS
 LW5301  HISTORY     - 1987     GOOD             RIGS
 LW5301  HISTORY     - 20040701 GOOD             EPDPW
 LW5301
 LW5301                          STATION DESCRIPTION
 LW5301
 LW5301'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5301'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 LW5301'SOUTHEAST OF THE EAST PROVIDENCE CITY HALL.
 LW5301'OWNERSHIP--STATE RIGHT OF WAY.
 LW5301'
 LW5301'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR
 LW5301'STATE HIGHWAY 114, TAKE THE EXIT AND GO SOUTH FOR
 LW5301'1.8 KM (1.1 MI) ON THE HIGHWAY 114 CONNECTOR TO THE HIGHWAY 114
 LW5301'EXIT, TAKE THE EXIT AND AT THE TOP OF THE RAMP, TURN LEFT ONTO
 LW5301'HIGHWAY 114 (WAMPANOAG TRAIL) AND GO EAST FOR 0.3 KM (0.2 MI) TO
 LW5301'THE STATION ON THE RIGHT.
 LW5301'
 LW5301'THE STATION IS A STANDARD RIGS DISK
 LW5301'STAMPED---EP 010 1987---,
 LW5301'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5301'30 CM IN DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED
 LW5301'30.5 METERS (100.0 FT) EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF
 LW5301'A FOUR STORY RED BRICK OFFICE BUILDING,
 LW5301'11.2 METERS (37.0 FT) NORTH-NORTHWEST FROM THE FACE OF A NECO
 LW5301'SUPPORT POLE 42S,
 LW5301'8.9 METERS (29.2 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF A
 LW5301'BITUMINOUS PARKING AREA WITH CONCRETE CURBING,
 LW5301'8.7 METERS (28.6 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF HIGHWAY
 LW5301'114 (WAMPANOAG TRAIL).
 LW5301'
 LW5301'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5301
 LW5301                          STATION RECOVERY (1987)
 LW5301
 LW5301'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5301'3.7 KM (2.3 MI) SE FROM EAST PROVIDENCE.
 LW5301'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) SOUTHEAST OF THE EAST
 LW5301'PROVIDENCE CITY HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5301'STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR STATE HIGHWAY
 LW5301'114, TAKE THE EXIT AND GO SOUTH FOR 1.8 KM (1.1 MI) ON THE HIGHWAY
 LW5301'114 CONNECTOR TO THE HIGHWAY 114 EXIT, TAKE THE EXIT AND AT THE TOP
 LW5301'OF THE RAMP, TURN LEFT ONTO HIGHWAY 114 (WAMPANOAG TRAIL) AND GO EAST
 LW5301'FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 LW5301'STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW5301'CM IN DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED 30.5 METERS
 LW5301'(100.0 FT) EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF A FOUR STORY
 LW5301'RED BRICK OFFICE BUILDING, 11.2 METERS (37.0 FT) NORTH-NORTHWEST FROM
 LW5301'THE FACE OF A NECO SUPPORT POLE 42S, 8.9 METERS (29.2 FT) SOUTHEAST
 LW5301'FROM THE NORTHEAST CORNER OF A BITUMINOUS PARKING AREA WITH CONCRETE
 LW5301'CURBING, 8.7 METERS (28.6 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 LW5301'HIGHWAY 114 (WAMPANOAG TRAIL).
 LW5301
 LW5301                          STATION RECOVERY (2004)
 LW5301
 LW5301'RECOVERY NOTE BY   2004
 LW5301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5302 ***********************************************************************
 LW5302  DESIGNATION -  EP 011
 LW5302  PID         -  LW5302
 LW5302  STATE/COUNTY-  RI/PROVIDENCE
 LW5302  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW5302
 LW5302                         *CURRENT SURVEY CONTROL
 LW5302  ___________________________________________________________________
 LW5302* NAD 83(1996)-  41 47 28.49875(N)    071 20 21.89589(W)     ADJUSTED  
 LW5302* NAVD 88     -        10.316  (meters)      33.85   (feet)  ADJUSTED  
 LW5302  ___________________________________________________________________
 LW5302  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 LW5302  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW5302  DYNAMIC HT  -          10.312 (meters)      33.83  (feet)  COMP
 LW5302  MODELED GRAV-     980,317.7   (mgal)                       NAVD 88
 LW5302
 LW5302  HORZ ORDER  -  SECOND
 LW5302  VERT ORDER  -  SECOND    CLASS II
 LW5302
 LW5302.The horizontal coordinates were established by classical geodetic methods
 LW5302.and adjusted by the National Geodetic Survey in August 1998..
 LW5302
 LW5302.The orthometric height was determined by differential leveling
 LW5302.and adjusted by the National Geodetic Survey in June 1991..
 LW5302
 LW5302.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5302
 LW5302.The geoid height was determined by GEOID03.
 LW5302
 LW5302.The dynamic height is computed by dividing the NAVD 88
 LW5302.geopotential number by the normal gravity value computed on the
 LW5302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5302.degrees latitude (g = 980.6199 gals.).
 LW5302
 LW5302.The modeled gravity was interpolated from observed gravity values.
 LW5302
 LW5302;                    North         East     Units Scale Factor Converg.
 LW5302;SPC RI       -    78,634.839   113,347.860   MT  0.99999594   +0 06 25.3
 LW5302;SPC RI       -   257,987.80    371,875.44   sFT  0.99999594   +0 06 25.3
 LW5302;SPC MA M     -   837,896.166   213,347.799   MT  0.99998993   +0 06 28.3
 LW5302;SPC MA M     - 2,748,997.67    699,958.57   sFT  0.99998993   +0 06 28.3
 LW5302;UTM  19      - 4,629,244.717   305,617.102   MT  1.00006498   -1 33 34.3
 LW5302
 LW5302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5302!SPC RI       -   1.00000301  x   0.99999594  =   0.99999895
 LW5302!SPC MA M     -   1.00000301  x   0.99998993  =   0.99999294
 LW5302!UTM  19      -   1.00000301  x   1.00006498  =   1.00006799
 LW5302
 LW5302                          SUPERSEDED SURVEY CONTROL
 LW5302
 LW5302  NAD 83(1996)-  41 47 28.49845(N)    071 20 21.89558(W) AD(       ) 2
 LW5302  NAD 83(1992)-  41 47 28.49728(N)    071 20 21.89502(W) AD(       ) 2
 LW5302  NAD 83(1992)-  41 47 28.49696(N)    071 20 21.89489(W) AD(       ) 2
 LW5302  NAD 83(1986)-  41 47 28.49749(N)    071 20 21.89595(W) AD(       ) 2
 LW5302  NGVD 29 (12/24/91)   10.57   (m)           34.7    (f) LEVELING    3  
 LW5302
 LW5302.Superseded values are not recommended for survey control.
 LW5302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5302.See file dsdata.txt to determine how the superseded data were derived.
 LW5302
 LW5302_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0561729245(NAD 83)
 LW5302_MARKER: DD = SURVEY DISK
 LW5302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5302_SP_SET: CONCRETE POST
 LW5302_STAMPING: EP 011 1987
 LW5302_MARK LOGO: RIGS  
 LW5302_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5302+STABILITY: SURFACE MOTION
 LW5302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5302+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 LW5302
 LW5302  HISTORY     - Date     Condition        Report By
 LW5302  HISTORY     - 1987     MONUMENTED       RIGS
 LW5302  HISTORY     - 1987     GOOD             RIGS
 LW5302  HISTORY     - 20040701 GOOD             EPDPW
 LW5302
 LW5302                          STATION DESCRIPTION
 LW5302
 LW5302'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5302'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI)
 LW5302'SOUTHEAST OF THE EAST PROVIDENCE CITY HALL.
 LW5302'OWNERSHIP--STATE RIGHT OF WAY.
 LW5302'
 LW5302'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR
 LW5302'STATE HIGHWAY 114, TAKE THE EXIT AND GO SOUTH FOR
 LW5302'3.2 KM (2.0 MI) ON THE CONNECTOR AND HIGHWAY 114 TO THE STATION ON
 LW5302'THE LEFT.
 LW5302'
 LW5302'THE STATION IS A STANDARD RIGS DISK
 LW5302'STAMPED---EP 011 1987---,
 LW5302'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5302'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 LW5302'12.8 METERS (41.9 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 LW5302'WESTERLY MOST BITUMINOUS DRIVE LEADING TO A RANCH STYLE HOUSE
 LW5302'(WHITE),
 LW5302'9.7 METERS (31.9 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 LW5302'TWO TRAVEL LANES OF HIGHWAY 114 NORTHBOUND,
 LW5302'7.3 METERS (24.0 FT) SOUTH-SOUTHEAST FROM THE EAST END OF A FOUR
 LW5302'FOOT HIGH CHAIN LINK FENCE FRONTING A CEMETERY,
 LW5302'2.4 METERS (7.9 FT) WEST-SOUTHWEST FROM A NECO UTILITY LIGHT POLE
 LW5302'54.
 LW5302'
 LW5302'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5302
 LW5302                          STATION RECOVERY (1987)
 LW5302
 LW5302'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5302'4.3 KM (2.7 MI) SE FROM EAST PROVIDENCE.
 LW5302'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) SOUTHEAST OF THE EAST
 LW5302'PROVIDENCE CITY HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5302'STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR STATE HIGHWAY
 LW5302'114, TAKE THE EXIT AND GO SOUTH FOR 3.2 KM (2.0 MI) ON THE CONNECTOR
 LW5302'AND HIGHWAY 114 TO THE STATION ON THE LEFT.  THE STATION IS A
 LW5302'STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW5302'CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED 12.8 METERS (41.9
 LW5302'FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE WESTERLY MOST
 LW5302'BITUMINOUS DRIVE LEADING TO A RANCH STYLE HOUSE (WHITE), 9.7 METERS
 LW5302'(31.9 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE TWO TRAVEL LANES
 LW5302'OF HIGHWAY 114 NORTHBOUND, 7.3 METERS (24.0 FT) SOUTH-SOUTHEAST FROM
 LW5302'THE EAST END OF A FOUR FOOT HIGH CHAIN LINK FENCE FRONTING A
 LW5302'CEMETERY, 2.4 METERS (7.9 FT) WEST-SOUTHWEST FROM A NECO UTILITY
 LW5302'LIGHT POLE 54.
 LW5302
 LW5302                          STATION RECOVERY (2004)
 LW5302
 LW5302'RECOVERY NOTE BY   2004
 LW5302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5303 ***********************************************************************
 LW5303  DESIGNATION -  EP 012
 LW5303  PID         -  LW5303
 LW5303  STATE/COUNTY-  RI/PROVIDENCE
 LW5303  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW5303
 LW5303                         *CURRENT SURVEY CONTROL
 LW5303  ___________________________________________________________________
 LW5303* NAD 83(1996)-  41 47 24.58868(N)    071 20 01.63888(W)     ADJUSTED  
 LW5303* NAVD 88     -         4.455  (meters)      14.62   (feet)  ADJUSTED  
 LW5303  ___________________________________________________________________
 LW5303  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 LW5303  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW5303  DYNAMIC HT  -           4.453 (meters)      14.61  (feet)  COMP
 LW5303  MODELED GRAV-     980,317.7   (mgal)                       NAVD 88
 LW5303
 LW5303  HORZ ORDER  -  SECOND
 LW5303  VERT ORDER  -  SECOND    CLASS II
 LW5303
 LW5303.The horizontal coordinates were established by classical geodetic methods
 LW5303.and adjusted by the National Geodetic Survey in August 1998..
 LW5303
 LW5303.The orthometric height was determined by differential leveling
 LW5303.and adjusted by the National Geodetic Survey in June 1991..
 LW5303
 LW5303.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5303
 LW5303.The geoid height was determined by GEOID03.
 LW5303
 LW5303.The dynamic height is computed by dividing the NAVD 88
 LW5303.geopotential number by the normal gravity value computed on the
 LW5303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5303.degrees latitude (g = 980.6199 gals.).
 LW5303
 LW5303.The modeled gravity was interpolated from observed gravity values.
 LW5303
 LW5303;                    North         East     Units Scale Factor Converg.
 LW5303;SPC RI       -    78,515.093   113,815.808   MT  0.99999610   +0 06 38.8
 LW5303;SPC RI       -   257,594.93    373,410.70   sFT  0.99999610   +0 06 38.8
 LW5303;SPC MA M     -   837,776.428   213,815.746   MT  0.99999006   +0 06 41.9
 LW5303;SPC MA M     - 2,748,604.83    701,493.83   sFT  0.99999006   +0 06 41.9
 LW5303;UTM  19      - 4,629,111.403   306,081.401   MT  1.00006276   -1 33 20.6
 LW5303
 LW5303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5303!SPC RI       -   1.00000393  x   0.99999610  =   1.00000003
 LW5303!SPC MA M     -   1.00000393  x   0.99999006  =   0.99999399
 LW5303!UTM  19      -   1.00000393  x   1.00006276  =   1.00006669
 LW5303
 LW5303                          SUPERSEDED SURVEY CONTROL
 LW5303
 LW5303  NAD 83(1996)-  41 47 24.58839(N)    071 20 01.63856(W) AD(       ) 2
 LW5303  NAD 83(1992)-  41 47 24.58721(N)    071 20 01.63801(W) AD(       ) 2
 LW5303  NAD 83(1992)-  41 47 24.58689(N)    071 20 01.63787(W) AD(       ) 2
 LW5303  NAD 83(1986)-  41 47 24.58742(N)    071 20 01.63894(W) AD(       ) 2
 LW5303  NGVD 29 (12/24/91)    4.71   (m)           15.5    (f) LEVELING    3  
 LW5303
 LW5303.Superseded values are not recommended for survey control.
 LW5303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5303.See file dsdata.txt to determine how the superseded data were derived.
 LW5303
 LW5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0608129111(NAD 83)
 LW5303_MARKER: DD = SURVEY DISK
 LW5303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5303_SP_SET: CONCRETE POST
 LW5303_STAMPING: EP 012 1987
 LW5303_MARK LOGO: RIGS  
 LW5303_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5303+STABILITY: SURFACE MOTION
 LW5303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5303+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 LW5303
 LW5303  HISTORY     - Date     Condition        Report By
 LW5303  HISTORY     - 1987     MONUMENTED       RIGS
 LW5303  HISTORY     - 1987     GOOD             RIGS
 LW5303  HISTORY     - 20040706 GOOD             EPDPW
 LW5303
 LW5303                          STATION DESCRIPTION
 LW5303
 LW5303'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5303'THE STATION IS LOCATED ABOUT 4.6 KM (2.9 MI)
 LW5303'SOUTHEAST OF THE EAST PROVIDENCE CITY HALL.
 LW5303'OWNERSHIP--STATE RIGHT OF WAY.
 LW5303'
 LW5303'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR
 LW5303'STATE HIGHWAY 114, TAKE THE EXIT AND GO SOUTH FOR
 LW5303'3.5 KM (2.2 MI) ON THE HIGHWAY 114 CONNECTOR THEN HIGHWAY 114 TO
 LW5303'THE STATION ON THE RIGHT.
 LW5303'
 LW5303'THE STATION IS A STANDARD RIGS DISK
 LW5303'STAMPED---EP 012 1987---,
 LW5303'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5303'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5303'40.2 METERS (132.0 FT) SOUTH-SOUTHEAST FROM A NECO UTILITY LIGHT
 LW5303'POLE 76,
 LW5303'21.3 METERS (70.0 FT) NORTH-NORTHWEST FROM A NECO UTILITY LIGHT
 LW5303'POLE 77,
 LW5303'10.0 METERS (32.8 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE TWO
 LW5303'TRAVEL LANES OF HIGHWAY 114 NORTHBOUND,
 LW5303'0.9 METERS (3.0 FT) WEST-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5303'
 LW5303'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5303
 LW5303                          STATION RECOVERY (1987)
 LW5303
 LW5303'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5303'4.6 KM (2.9 MI) SE FROM EAST PROVIDENCE.
 LW5303'THE STATION IS LOCATED ABOUT 4.6 KM (2.9 MI) SOUTHEAST OF THE EAST
 LW5303'PROVIDENCE CITY HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5303'STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR STATE HIGHWAY
 LW5303'114, TAKE THE EXIT AND GO SOUTH FOR 3.5 KM (2.2 MI) ON THE HIGHWAY
 LW5303'114 CONNECTOR THEN HIGHWAY 114 TO THE STATION ON THE RIGHT.  THE
 LW5303'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW5303'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 40.2 METERS
 LW5303'(132.0 FT) SOUTH-SOUTHEAST FROM A NECO UTILITY LIGHT POLE 76, 21.3
 LW5303'METERS (70.0 FT) NORTH-NORTHWEST FROM A NECO UTILITY LIGHT POLE 77,
 LW5303'10.0 METERS (32.8 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE TWO
 LW5303'TRAVEL LANES OF HIGHWAY 114 NORTHBOUND, 0.9 METERS (3.0 FT)
 LW5303'WEST-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5303
 LW5303                          STATION RECOVERY (2004)
 LW5303
 LW5303'RECOVERY NOTE BY   2004
 LW5303'STATION IS NOW 5 TO 6 INCHES BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5304 ***********************************************************************
 LW5304  CBN         -  This is a Cooperative Base Network Control Station.
 LW5304  DESIGNATION -  EP 013
 LW5304  PID         -  LW5304
 LW5304  STATE/COUNTY-  RI/PROVIDENCE
 LW5304  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW5304
 LW5304                         *CURRENT SURVEY CONTROL
 LW5304  ___________________________________________________________________
 LW5304* NAD 83(1996)-  41 47 09.62656(N)    071 20 01.23878(W)     ADJUSTED  
 LW5304* NAVD 88     -         6.931  (meters)      22.74   (feet)  ADJUSTED  
 LW5304  ___________________________________________________________________
 LW5304  X           -   1,524,380.638 (meters)                     COMP
 LW5304  Y           -  -4,512,320.367 (meters)                     COMP
 LW5304  Z           -   4,227,895.754 (meters)                     COMP
 LW5304  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 LW5304  ELLIP HEIGHT-         -22.58  (meters)          (06/22/01) GPS OBS
 LW5304  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW5304  DYNAMIC HT  -           6.929 (meters)      22.73  (feet)  COMP
 LW5304  MODELED GRAV-     980,317.1   (mgal)                       NAVD 88
 LW5304
 LW5304  HORZ ORDER  -  A
 LW5304  VERT ORDER  -  SECOND    CLASS II
 LW5304  ELLP ORDER  -  FOURTH    CLASS I
 LW5304
 LW5304.The horizontal coordinates were established by GPS observations
 LW5304.and adjusted by the National Geodetic Survey in June 2001..
 LW5304
 LW5304.The orthometric height was determined by differential leveling
 LW5304.and adjusted by the National Geodetic Survey in June 1991..
 LW5304
 LW5304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5304
 LW5304.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5304
 LW5304.The ellipsoidal height was determined by GPS observations
 LW5304.and is referenced to NAD 83.
 LW5304
 LW5304.The geoid height was determined by GEOID03.
 LW5304
 LW5304.The dynamic height is computed by dividing the NAVD 88
 LW5304.geopotential number by the normal gravity value computed on the
 LW5304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5304.degrees latitude (g = 980.6199 gals.).
 LW5304
 LW5304.The modeled gravity was interpolated from observed gravity values.
 LW5304
 LW5304;                    North         East     Units Scale Factor Converg.
 LW5304;SPC RI       -    78,053.494   113,825.939   MT  0.99999610   +0 06 39.0
 LW5304;SPC RI       -   256,080.50    373,443.93   sFT  0.99999610   +0 06 39.0
 LW5304;SPC MA M     -   837,314.832   213,825.884   MT  0.99999058   +0 06 42.2
 LW5304;SPC MA M     - 2,747,090.41    701,527.09   sFT  0.99999058   +0 06 42.2
 LW5304;UTM  19      - 4,628,649.674   306,078.104   MT  1.00006278   -1 33 19.9
 LW5304
 LW5304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5304!SPC RI       -   1.00000354  x   0.99999610  =   0.99999964
 LW5304!SPC MA M     -   1.00000354  x   0.99999058  =   0.99999412
 LW5304!UTM  19      -   1.00000354  x   1.00006278  =   1.00006632
 LW5304
 LW5304                          SUPERSEDED SURVEY CONTROL
 LW5304
 LW5304  NAD 83(1996)-  41 47 09.62672(N)    071 20 01.23957(W) AD(       ) 2
 LW5304  NAD 83(1996)-  41 47 09.62641(N)    071 20 01.23924(W) AD(       ) 2
 LW5304  NAD 83(1992)-  41 47 09.62526(N)    071 20 01.23871(W) AD(       ) 2
 LW5304  NAD 83(1992)-  41 47 09.62491(N)    071 20 01.23856(W) AD(       ) 2
 LW5304  NAD 83(1986)-  41 47 09.62562(N)    071 20 01.23968(W) AD(       ) 2
 LW5304  NAVD 88 (06/22/01)    6.93   (m)           22.7    (f) LEVELING    3  
 LW5304  NGVD 29 (12/24/91)    7.18   (m)           23.6    (f) LEVELING    3  
 LW5304
 LW5304.Superseded values are not recommended for survey control.
 LW5304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5304.See file dsdata.txt to determine how the superseded data were derived.
 LW5304
 LW5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0607828650(NAD 83)
 LW5304_MARKER: DD = SURVEY DISK
 LW5304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5304_SP_SET: CONCRETE POST
 LW5304_STAMPING: EP 013 1987
 LW5304_MARK LOGO: RIGS  
 LW5304_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5304+STABILITY: SURFACE MOTION
 LW5304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5304+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2003
 LW5304
 LW5304  HISTORY     - Date     Condition        Report By
 LW5304  HISTORY     - 1987     MONUMENTED       RIGS
 LW5304  HISTORY     - 1987     GOOD             RIGS
 LW5304  HISTORY     - 20000724 GOOD             RIDT
 LW5304  HISTORY     - 20030829 GOOD             EASTOP
 LW5304
 LW5304                          STATION DESCRIPTION
 LW5304
 LW5304'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5304'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI)
 LW5304'SOUTHEAST OF THE EAST PROVIDENCE CITY HALL.
 LW5304'OWNERSHIP--STATE RIGHT OF WAY.
 LW5304'
 LW5304'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR
 LW5304'STATE HIGHWAY 114, TAKE THE EXIT AND GO SOUTH FOR
 LW5304'4.1 KM (2.55 MI) ON THE HIGHWAY 114 CONNECTOR AND HIGHWAY 114 TO
 LW5304'THE STATION ON THE LEFT.
 LW5304'
 LW5304'THE STATION IS A STANDARD RIGS DISK
 LW5304'STAMPED---EP 013 1987---,
 LW5304'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5304'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 LW5304'31.4 METERS (103.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 LW5304'PAVED TURN-AROUND WHICH CROSSES THE MEDIAN,
 LW5304'24.1 METERS (79.0 FT) SOUTHEAST FROM THE CENTERLINE OF THE TWO
 LW5304'TRAVEL LANES OF HIGHWAY 114 SOUTHBOUND,
 LW5304'10.0 METERS (32.8 FT) NORTHWEST FROM THE CENTERLINE OF THE TWO
 LW5304'TRAVEL LANES OF HIGHWAY 114 NORTHBOUND.
 LW5304'
 LW5304'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5304
 LW5304                          STATION RECOVERY (1987)
 LW5304
 LW5304'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5304'5.3 KM (3.3 MI) SE FROM EAST PROVIDENCE.
 LW5304'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) SOUTHEAST OF THE EAST
 LW5304'PROVIDENCE CITY HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5304'STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR STATE HIGHWAY
 LW5304'114, TAKE THE EXIT AND GO SOUTH FOR 4.1 KM (2.55 MI) ON THE HIGHWAY
 LW5304'114 CONNECTOR AND HIGHWAY 114 TO THE STATION ON THE LEFT.  THE
 LW5304'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW5304'MONUMENT 30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED 31.4
 LW5304'METERS (103.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE PAVED
 LW5304'TURN-AROUND WHICH CROSSES THE MEDIAN, 24.1 METERS (79.0 FT) SOUTHEAST
 LW5304'FROM THE CENTERLINE OF THE TWO TRAVEL LANES OF HIGHWAY 114
 LW5304'SOUTHBOUND, 10.0 METERS (32.8 FT) NORTHWEST FROM THE CENTERLINE OF
 LW5304'THE TWO TRAVEL LANES OF HIGHWAY 114 NORTHBOUND.
 LW5304
 LW5304                          STATION RECOVERY (2000)
 LW5304
 LW5304'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW5304'THE STATION IS LOCATED IN EAST PROVIDENCE, RI ABOUT 3.3 MI (5.3 KM)
 LW5304'SOUTHEAST OF EAST PROVIDENCE CENTER, 3.3 MI (5.3 KM) NORTHWEST OF
 LW5304'BARRINGTON CENTER AND 1.6 MI (2.6 KM) SOUTH OF SEEKONK, MA CENTER
 LW5304'ALONG STATE HIGHWAY RIGHT-OF-WAY.TO REACH THE STATION FROM THE
 LW5304'INTERSTATE HIGHWAY 195 EASTBOUND LANES TAKE EXIT 7 (STATE
 LW5304'HIGHWAY 114/US HIGHWAY 6) WHICH IS ABOUT 1.1 MI (1.8 KM) SOUTHEAST
 LW5304'OF EAST PROVIDENCE CENTER AND GO SOUTH ON ROUTE 114 FOR 2.55 MI
 LW5304'(4.10 KM) TO THE STATION ON THE LEFT IN A GRASS MEDIAN.  THE STATION
 LW5304'IS A STANDARD RIGS DISK SET INTO THE TOP OF 30 CM DIAMETER ROUND
 LW5304'CONCRETE POST RECESSED 5 CM BELOW GROUND.  IT IS, 24.1 M (79.1 FT)
 LW5304'SOUTHEAST FROM THE CENTER OF 2 TRAVEL LANES OF ROUTE 114
 LW5304'SOUTHBOUND, 17.8 M (58.4 FT) EAST FROM LIGHT POLE S45, 10 M (32.8 FT)
 LW5304'NORTHWEST FROM THE CENTER OF 2 TRAVEL LANES OF ROUTE 114
 LW5304'NORTHBOUND AND 2.75 M (9.02 FT) NORTHWEST FROM LIGHT POLE N35.
 LW5304'DESCRIBED BY TOM TAIT.
 LW5304'
 LW5304
 LW5304                          STATION RECOVERY (2003)
 LW5304
 LW5304'RECOVERY NOTE BY EASTERN TOPOGRAPHICS 2003 (DJ)
 LW5304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5305 ***********************************************************************
 LW5305  DESIGNATION -  EP 014
 LW5305  PID         -  LW5305
 LW5305  STATE/COUNTY-  RI/PROVIDENCE
 LW5305  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW5305
 LW5305                         *CURRENT SURVEY CONTROL
 LW5305  ___________________________________________________________________
 LW5305* NAD 83(1996)-  41 46 53.20309(N)    071 20 04.88578(W)     ADJUSTED  
 LW5305* NAVD 88     -         8.245  (meters)      27.05   (feet)  ADJUSTED  
 LW5305  ___________________________________________________________________
 LW5305  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 LW5305  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW5305  DYNAMIC HT  -           8.242 (meters)      27.04  (feet)  COMP
 LW5305  MODELED GRAV-     980,316.3   (mgal)                       NAVD 88
 LW5305
 LW5305  HORZ ORDER  -  SECOND
 LW5305  VERT ORDER  -  SECOND    CLASS II
 LW5305
 LW5305.The horizontal coordinates were established by classical geodetic methods
 LW5305.and adjusted by the National Geodetic Survey in August 1998..
 LW5305
 LW5305.The orthometric height was determined by differential leveling
 LW5305.and adjusted by the National Geodetic Survey in June 1991..
 LW5305
 LW5305.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5305
 LW5305.The geoid height was determined by GEOID03.
 LW5305
 LW5305.The dynamic height is computed by dividing the NAVD 88
 LW5305.geopotential number by the normal gravity value computed on the
 LW5305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5305.degrees latitude (g = 980.6199 gals.).
 LW5305
 LW5305.The modeled gravity was interpolated from observed gravity values.
 LW5305
 LW5305;                    North         East     Units Scale Factor Converg.
 LW5305;SPC RI       -    77,546.629   113,742.700   MT  0.99999607   +0 06 36.5
 LW5305;SPC RI       -   254,417.57    373,170.84   sFT  0.99999607   +0 06 36.5
 LW5305;SPC MA M     -   836,807.968   213,742.654   MT  0.99999115   +0 06 39.8
 LW5305;SPC MA M     - 2,745,427.48    701,254.02   sFT  0.99999115   +0 06 39.8
 LW5305;UTM  19      - 4,628,145.410   305,980.156   MT  1.00006325   -1 33 21.8
 LW5305
 LW5305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5305!SPC RI       -   1.00000334  x   0.99999607  =   0.99999941
 LW5305!SPC MA M     -   1.00000334  x   0.99999115  =   0.99999449
 LW5305!UTM  19      -   1.00000334  x   1.00006325  =   1.00006659
 LW5305
 LW5305                          SUPERSEDED SURVEY CONTROL
 LW5305
 LW5305  NAD 83(1996)-  41 46 53.20275(N)    071 20 04.88543(W) AD(       ) 2
 LW5305  NAD 83(1992)-  41 46 53.20162(N)    071 20 04.88492(W) AD(       ) 2
 LW5305  NAD 83(1992)-  41 46 53.20126(N)    071 20 04.88476(W) AD(       ) 2
 LW5305  NAD 83(1986)-  41 46 53.20212(N)    071 20 04.88591(W) AD(       ) 2
 LW5305  NGVD 29 (12/24/91)    8.50   (m)           27.9    (f) LEVELING    3  
 LW5305
 LW5305.Superseded values are not recommended for survey control.
 LW5305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5305.See file dsdata.txt to determine how the superseded data were derived.
 LW5305
 LW5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0598028145(NAD 83)
 LW5305_MARKER: DD = SURVEY DISK
 LW5305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5305_SP_SET: CONCRETE POST
 LW5305_STAMPING: EP 014 1987
 LW5305_MARK LOGO: RIGS  
 LW5305_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5305+STABILITY: SURFACE MOTION
 LW5305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5305+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 LW5305
 LW5305  HISTORY     - Date     Condition        Report By
 LW5305  HISTORY     - 1987     MONUMENTED       RIGS
 LW5305  HISTORY     - 1987     GOOD             RIGS
 LW5305  HISTORY     - 20040706 GOOD             EPDPW
 LW5305
 LW5305                          STATION DESCRIPTION
 LW5305
 LW5305'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5305'THE STATION IS LOCATED ABOUT 5.4 KM (3.4 MI)
 LW5305'SOUTHEAST OF THE EAST PROVIDENCE CITY HALL.
 LW5305'OWNERSHIP--STATE RIGHT OF WAY.
 LW5305'
 LW5305'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR
 LW5305'STATE HIGHWAY 114, TAKE THE EXIT AND GO SOUTH FOR
 LW5305'4.6 KM (2.9 MI) ON THE HIGHWAY 114 CONNECTOR AND HIGHWAY 114 TO THE
 LW5305'STATION ON THE RIGHT.
 LW5305'
 LW5305'THE STATION IS A STANDARD RIGS DISK
 LW5305'STAMPED---EP 014 1987---,
 LW5305'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5305'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5305'31.4 METERS (103.0 FT) NORTH FROM A NET+T CO POLE 97,
 LW5305'29.9 METERS (98.0 FT) SOUTH FROM A NET+T CO POLE 96,
 LW5305'8.5 METERS (28.0 FT) EAST FROM THE CENTERLINE OF THE TWO TRAVEL
 LW5305'LANES OF HIGHWAY 114 SOUTHBOUND,
 LW5305'0.5 METERS (1.7 FT) EAST FROM THE FACE OF A SIX FOOT HIGH CHAIN
 LW5305'LINK FENCE.
 LW5305'
 LW5305'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5305
 LW5305                          STATION RECOVERY (1987)
 LW5305
 LW5305'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5305'5.4 KM (3.4 MI) SE FROM EAST PROVIDENCE.
 LW5305'THE STATION IS LOCATED ABOUT 5.4 KM (3.4 MI) SOUTHEAST OF THE EAST
 LW5305'PROVIDENCE CITY HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5305'STATION FROM THE INTERSTATE HIGHWAY 195 EAST EXIT FOR STATE HIGHWAY
 LW5305'114, TAKE THE EXIT AND GO SOUTH FOR 4.6 KM (2.9 MI) ON THE HIGHWAY
 LW5305'114 CONNECTOR AND HIGHWAY 114 TO THE STATION ON THE RIGHT.  THE
 LW5305'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW5305'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 31.4 METERS
 LW5305'(103.0 FT) NORTH FROM A NET+T CO POLE 97, 29.9 METERS (98.0 FT) SOUTH
 LW5305'FROM A NET+T CO POLE 96, 8.5 METERS (28.0 FT) EAST FROM THE
 LW5305'CENTERLINE OF THE TWO TRAVEL LANES OF HIGHWAY 114 SOUTHBOUND, 0.5
 LW5305'METERS (1.7 FT) EAST FROM THE FACE OF A SIX FOOT HIGH CHAIN LINK
 LW5305'FENCE.
 LW5305
 LW5305                          STATION RECOVERY (2004)
 LW5305
 LW5305'RECOVERY NOTE BY   2004
 LW5305'THE STATION IS NOW 2 TO 3 INCHES BELOW GRADE. CORRECTION - THE STATION
 LW5305'IS 28.0 FT WEST FROM THE CENTERLINE OF THE TWO TRAVEL LANES OF HIGHWAY
 LW5305'114 SOUTHBOUND, WHEREAS IT WAS PREVIOUSLY DESCRIBED AS EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0128 ***********************************************************************
 LW0128  DESIGNATION -  ERROR
 LW0128  PID         -  LW0128
 LW0128  STATE/COUNTY-  RI/KENT
 LW0128  USGS QUAD   -  EAST GREENWICH (1975)
 LW0128
 LW0128                         *CURRENT SURVEY CONTROL
 LW0128  ___________________________________________________________________
 LW0128* NAD 83(1986)-  41 43 46.     (N)    071 25 07.     (W)     SCALED    
 LW0128* NAVD 88     -        12.367  (meters)      40.57   (feet)  ADJUSTED  
 LW0128  ___________________________________________________________________
 LW0128  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW0128  DYNAMIC HT  -          12.363 (meters)      40.56  (feet)  COMP
 LW0128  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 LW0128
 LW0128  VERT ORDER  -  FIRST     CLASS I
 LW0128
 LW0128.This mark is at Theodore Francis Green State Airport (PVD)
 LW0128
 LW0128.The horizontal coordinates were scaled from a topographic map and have
 LW0128.an estimated accuracy of +/- 6 seconds.
 LW0128
 LW0128.The orthometric height was determined by differential leveling
 LW0128.and adjusted by the National Geodetic Survey in June 1991..
 LW0128
 LW0128.The geoid height was determined by GEOID03.
 LW0128
 LW0128.The dynamic height is computed by dividing the NAVD 88
 LW0128.geopotential number by the normal gravity value computed on the
 LW0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0128.degrees latitude (g = 980.6199 gals.).
 LW0128
 LW0128.The modeled gravity was interpolated from observed gravity values.
 LW0128
 LW0128;                    North         East    Units  Estimated Accuracy
 LW0128;SPC RI       -    71,760.      106,770.      MT  (+/- 180 meters Scaled)
 LW0128
 LW0128                          SUPERSEDED SURVEY CONTROL
 LW0128
 LW0128  NGVD 29 (??/??/92)   12.622  (m)           41.41   (f) ADJ UNCH    1 1
 LW0128
 LW0128.Superseded values are not recommended for survey control.
 LW0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0128.See file dsdata.txt to determine how the superseded data were derived.
 LW0128
 LW0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG988225(NAD 83)
 LW0128_MARKER: Z = SEE DESCRIPTION
 LW0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0128_SP_SET: RUNWAY
 LW0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0128
 LW0128  HISTORY     - Date     Condition        Report By
 LW0128  HISTORY     - UNK      MONUMENTED       CGS
 LW0128  HISTORY     - 1965     GOOD             NGS
 LW0128
 LW0128                          STATION DESCRIPTION
 LW0128
 LW0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0128'AT WARWICK.
 LW0128'AT WARWICK, AT THE THEODORE FRANCIS GREEN AIRPORT, AT THE EXTREME
 LW0128'EAST END OF CONCRETE RUNWAY NO. 10-28 (EAST-WEST RUNWAY), 6 FEET
 LW0128'SOUTH OF THE CENTER LINE OF THE RUNWAY, 1 INCH WEST OF THE EAST
 LW0128'END OF THE RUNWAY AND IS A CHISELED POINT ON RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3560 ***********************************************************************
 LW3560  DESIGNATION -  ESCOHEAG
 LW3560  PID         -  LW3560
 LW3560  STATE/COUNTY-  RI/KENT
 LW3560  USGS QUAD   -  VOLUNTOWN (1975)
 LW3560
 LW3560                         *CURRENT SURVEY CONTROL
 LW3560  ___________________________________________________________________
 LW3560* NAD 83(1996)-  41 36 28.24409(N)    071 46 45.70294(W)     ADJUSTED  
 LW3560* NAVD 88     -       167.7    (meters)     550.     (feet)  VERTCON   
 LW3560  ___________________________________________________________________
 LW3560  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 LW3560  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LW3560
 LW3560  HORZ ORDER  -  FIRST
 LW3560
 LW3560.The horizontal coordinates were established by classical geodetic methods
 LW3560.and adjusted by the National Geodetic Survey in August 1998..
 LW3560
 LW3560.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3560
 LW3560.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3560
 LW3560.The geoid height was determined by GEOID03.
 LW3560
 LW3560;                    North         East     Units Scale Factor Converg.
 LW3560;SPC RI       -    58,289.976    76,713.223   MT  1.00000042   -0 11 07.8
 LW3560;SPC RI       -   191,239.70    251,683.30   sFT  1.00000042   -0 11 07.8
 LW3560;SPC CT       -   238,871.108   385,707.574   MT  0.99998398   +0 38 36.9
 LW3560;SPC CT       -   783,696.29  1,265,442.27   sFT  0.99998398   +0 38 36.9
 LW3560;UTM  19      - 4,609,968.880   268,401.122   MT  1.00026012   -1 50 47.0
 LW3560
 LW3560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3560!SPC RI       -   0.99997843  x   1.00000042  =   0.99997885
 LW3560!SPC CT       -   0.99997843  x   0.99998398  =   0.99996241
 LW3560!UTM  19      -   0.99997843  x   1.00026012  =   1.00023855
 LW3560
 LW3560:                Primary Azimuth Mark                     Grid Az
 LW3560:SPC RI       -  ESCOHEAG AZ MK                           117 58 48.8
 LW3560:SPC CT       -  ESCOHEAG AZ MK                           117 09 04.1
 LW3560:UTM  19      -  ESCOHEAG AZ MK                           119 38 28.0
 LW3560
 LW3560|---------------------------------------------------------------------|
 LW3560| PID    Reference Object                     Distance      Geod. Az  |
 LW3560|                                                           dddmmss.s |
 LW3560| CB7679 ESCOHEAG AZ MK                                     1174741.0 |
 LW3560| LW3565 WEST GREENWICH CCC 1186 N FLAG      APPROX. 2.2 KM 1370717.4 |
 LW3560| CB7680 ESCOHEAG RM 1                        81.168 METERS 16816     |
 LW3560| LW3559 BEACH                               APPROX. 4.8 KM 1912337.0 |
 LW3560| CB7682 ESCOHEAG RM 3                        25.919 METERS 21426     |
 LW3560| CB7681 ESCOHEAG RM 2                        71.509 METERS 29127     |
 LW3560| LW3538 EKNOK CONG CHURCH SPIRE             APPROX. 6.9 KM 3050744.2 |
 LW3560| LW3539 STERLING CONG CHURCH SPIRE          APPROX.10.8 KM 3284740.9 |
 LW3560| LW3555 STERLING BAP CHURCH SPIRE           APPROX.10.8 KM 3284738.1 |
 LW3560|---------------------------------------------------------------------|
 LW3560
 LW3560                          SUPERSEDED SURVEY CONTROL
 LW3560
 LW3560  NAD 83(1992)-  41 36 28.24300(N)    071 46 45.70224(W) AD(       ) 1
 LW3560  NAD 83(1986)-  41 36 28.24275(N)    071 46 45.70260(W) AD(       ) 1
 LW3560  NAD 27      -  41 36 27.88247(N)    071 46 47.45220(W) AD(       ) 1
 LW3560  NGVD 29 (07/19/86)  168.0    (m)          551.     (f) VERT ANG       
 LW3560
 LW3560.Superseded values are not recommended for survey control.
 LW3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3560.See file dsdata.txt to determine how the superseded data were derived.
 LW3560
 LW3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6840109969(NAD 83)
 LW3560_MARKER: DS = TRIANGULATION STATION DISK
 LW3560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3560_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3560+STABILITY: SURFACE MOTION
 LW3560
 LW3560  HISTORY     - Date     Condition        Report By
 LW3560  HISTORY     - 1937     MONUMENTED       CTGS
 LW3560  HISTORY     - 1953     MARK NOT FOUND   USGS
 LW3560  HISTORY     - 1975     GOOD             NGS
 LW3560
 LW3560                          STATION DESCRIPTION
 LW3560
 LW3560'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3560'STANDARD DISK STAMPED ESCOHEAG-1937 SET IN A SQUARE CONCRETE
 LW3560'POST, ON THE SOUTH-WESTERLY OF THE TWO SUMMITS OF ESCHOHEAG HILL,
 LW3560'ABOUT 5-1/4 MILES EAST-NORTHEAST OF VOLUNTOWN, CONN.  IT IS 25
 LW3560'FEET EAST OF EAST EDGE OF PINE WOODS, 20 FEET WEST OF CENTER
 LW3560'LINE OF WOODS ROAD RUNNING NORTH-SOUTH THRU FIELD, 56 FEET SOUTH
 LW3560'OF CENTER LINE OF EAST-WEST DIRT ROAD, AND 12 FEET
 LW3560'NORTH-NORTHWEST OF 10 INCH TWIN PINES.
 LW3560'
 LW3560'TO REACH FROM THE POINT WHERE ROUTE 138 CROSSES THE
 LW3560'CONN.-R.I. STATE LINE (AT BEACH POND), GO EAST ON ROUTE 138, 1.8
 LW3560'MILES TO DIRT ROAD ON LEFT (NORTH) AT SIGN CCC CO. NO. 1186.  TURN
 LW3560'UP THIS DIRT ROAD (NORTH) AND GO 1.1 MILES TO SAID CCC
 LW3560'CAMP.  CONTINUE STRAIGHT (NORTH) PAST CAMP FOR 1.2 MILES TO FORK
 LW3560'AND BEAR LEFT FOR 0.4 MILES TO SECOND FORK.  BEAR LEFT AT ROAD
 LW3560'SIGN ROAD DISCONTINUED AND GO 0.1 MILES TO OPEN FIELD ON LEFT
 LW3560'(SOUTH), BOUNDED ON NORTH BY STONE WALL (WITH TWO BAR
 LW3560'GATES).  PROCEED TO 2ND BAR GATE (MOST WESTERLY).  STATION IS
 LW3560'38 FEET SOUTHWEST OF THE CENTER OF THIS BAR-GATE.
 LW3560'
 LW3560'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3560'SET IN CONCRETE, AND IN OUTCROPPING BEDROCK.
 LW3560'
 LW3560'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ESCOHEAG-1937.
 LW3560'
 LW3560'AZIMUTH MARK IS A STANDARD DISK STAMPED ESCOHEAG-1937 SET IN
 LW3560'A BOULDER, 3 FEET IN DIAMETER, AND 2-1/2 FEET HIGH, SITUATED ON
 LW3560'THE EASTERN EDGE OF SAME OPEN FIELD STATION IS IN.  IT IS ABOUT
 LW3560'700 FEET EAST-SOUTHEAST OF STATION, 450 FEET SOUTH OF EAST-WEST
 LW3560'DIRT ROAD, AND 45 FEET WEST-SOUTHWEST OF STONE WALL.
 LW3560'
 LW3560'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 LW3560
 LW3560                          STATION RECOVERY (1953)
 LW3560
 LW3560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 LW3560'STATION WAS NOT FOUND, MAY BE IN GOOD CONDITION.  COULD NOT
 LW3560'LOCATE REFERENCE POINTS.
 LW3560
 LW3560                          STATION RECOVERY (1975)
 LW3560
 LW3560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3560'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS
 LW3560'DESCRIBED.  REFERENCE MARK 1 WAS NOT RECOVERED AND REFERENCE
 LW3560'MARK 3 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE TO REFERENCE
 LW3560'MARK 2 WAS FOUND TO BE 0.12 FOOT SHORTER AND THE DIRECTION TO
 LW3560'IT WAS LOWER THAN THE 1937 OBSERVATIONS BY 1 MINUTE AND 22
 LW3560'SECONDS.  THE AZIMUTH MARK IS NOW BLOCKED BY TREES AND
 LW3560'PERMISSION COULD NOT BE OBTAINED TO CLEAR TO IT.  A NEW AND
 LW3560'COMPLETE DESCRIPTION FOLLOWS.
 LW3560'
 LW3560'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF VOLUNTOWN,
 LW3560'CONNECTICUT, 3/4 MILE NORTH OF THE KENT-WASHINGTON COUNTY LINE
 LW3560'AND 1/2 MILE EAST OF THE CONNECTICUT-RHODE ISLAND STATE LINE.  IT
 LW3560'IS ON THE PROPERTY OF THE SOUTH COUNTY ROD AND GUN CLUB.  MR.
 LW3560'CHARLES HICOCK, CARETAKER AND OFFICER OF THE CLUB, GRANTED
 LW3560'PERMISSION FOR THE USE OF THE STATION.  HE LIVES ABOUT 1/4 MILE
 LW3560'SOUTH OF THE STATION ON ESCOHEAG HILL ROAD.  HIS PHONE NUMBER
 LW3560'IS 397-9497.
 LW3560'
 LW3560'TO REACH THE STATION FROM THE POST OFFICE IN VOLUNTOWN,
 LW3560'CONNECTICUT, GO EAST ON STATE HIGHWAY 138 FOR 0.3 MILE TO THE
 LW3560'JUNCTION OF STATE HIGHWAYS 49, 165 AND 138.  CONTINUE EAST ON
 LW3560'STATE HIGHWAYS 138 AND 165 FOR 1.4 MILES TO WHERE STATE HIGHWAY
 LW3560'138 BEARS OFF TO THE RIGHT.  KEEP LEFT AND CONTINUE EAST ON
 LW3560'STATE HIGHWAY 165 FOR 2.1 MILES TO A BRIDGE OVER BEACH POND AND
 LW3560'THE CONNECTICUT-RHODE ISLAND STATE LINE.  CONTINUE EAST ON
 LW3560'STATE HIGHWAY 165 FOR 1.75 MILES TO A CROSSROAD.  TURN LEFT
 LW3560'AND GO NORTHERLY AND WESTERLY ON ESCOHEAG HILL ROAD FOR 2.35
 LW3560'MILES TO A CEMETERY ON THE RIGHT AND A FOREST LOOKOUT TOWER
 LW3560'ON THE LEFT.  CONTINUE WESTERLY ON ESCOHEAG HILL ROAD FOR 0.2
 LW3560'MILE TO WHERE THE ROAD BEARS SHARPLY TO THE RIGHT AND A
 LW3560'GRAVELLED SIDE ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE
 LW3560'STRAIGHT AHEAD, WESTERLY, ON THE GRAVELLED ROAD FOR 0.05
 LW3560'MILE TO A WOODS ROAD ON THE RIGHT.  (TO REACH THE AZIMUTH
 LW3560'MARK FROM HERE, CONTINUE AHEAD FOR ABOUT 30 YARDS TO A WOODS
 LW3560'ROAD ON THE LEFT, TURN LEFT AND GO SOUTHERLY ON THE WOODS
 LW3560'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LW3560'DESCRIBED.) TURN RIGHT AND FOLLOW THE WOODS ROAD
 LW3560'NORTHEASTERLY AND NORTH FOR 0.05 MILE TO THE STATION ON
 LW3560'THE LEFT AS DESCRIBED.
 LW3560'
 LW3560'THE STATION MARK, STAMPED ESCOHEAG 1937, IS A STANDARD DISK
 LW3560'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 LW3560'THE GROUND SURFACE.  IT IS 63 FEET SOUTHWEST OF THE APPROXIMATE
 LW3560'CENTER OF THE WOODS ROAD, 31 FEET SOUTH OF A ROCK FENCE, 28
 LW3560'1/2 FEET WEST OF A BLAZED TREE AND 2.5 FEET SOUTHWEST OF A
 LW3560'METAL WITNESS POST.  NO INFORMATION WAS AVAILABLE AS TO WHETHER
 LW3560'THERE WAS AN UNDERGROUND MARK SET IN 1937.
 LW3560'
 LW3560'REFERENCE MARK 2, STAMPED ESCOHEAG NO 2 1937, IS A STANDARD
 LW3560'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 LW3560'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT IS
 LW3560'25 FEET SOUTHWEST OF A 24 INCH TREE, 13 FEET SOUTHWEST OF THE
 LW3560'APPROXIMATE CENTER OF THE ROAD, 10 FEET EAST OF AN 18 INCH TREE
 LW3560'AND 6 FEET SOUTH OF A ROCK FENCE.
 LW3560'
 LW3560'REFERENCE MARK 3, STAMPED ESCOHEAG NO 3 1937 1974, IS A STANDARD
 LW3560'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH PROJECTS
 LW3560'ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 148 FEET SOUTHWEST
 LW3560'OF THE APPROXIMATE CENTER OF THE ROAD, 20 FEET WEST OF A 4 INCH
 LW3560'PINE TREE AND 3.8 FEET NORTH OF A METAL WITNESS POST.
 LW3560'
 LW3560'THE AZIMUTH MARK, STAMPED ESCOHEAG 1937, IS A STANDARD DISK
 LW3560'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER WHICH IS
 LW3560'ABOUT 3 FEET ACROSS AND PROJECTS ABOUT 2-1/2 FEET ABOVE THE
 LW3560'GROUND SURFACE.  IT IS 95 FEET NORTH OF THE SOUTH EDGE OF A
 LW3560'CLEARING IN THE WOODS, 70 FEET EAST OF THE APPROXIMATE CENTER
 LW3560'OF THE WOODS ROAD AND 38 FEET WEST OF A ROCK FENCE.
 LW3560'
 LW3560'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARK 2 AND 3 DUE TO
 LW3560'TREES ON LINE.
 LW3560'
 LW3560'HEIGHT OF LIGHT ABOVE STATION MARK 86.4 FEET.
 LW3560'
 LW3560'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3560'5 MILES NORTHEAST OF VOLUNTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3567 ***********************************************************************
 LW3567  DESIGNATION -  ESCOHEAG FIRE TOWER
 LW3567  PID         -  LW3567
 LW3567  STATE/COUNTY-  RI/KENT
 LW3567  USGS QUAD   -  VOLUNTOWN (1975)
 LW3567
 LW3567                         *CURRENT SURVEY CONTROL
 LW3567  ___________________________________________________________________
 LW3567* NAD 83(1996)-  41 36 25.86799(N)    071 46 23.10686(W)     ADJUSTED  
 LW3567* NAVD 88     -                                                        
 LW3567  ___________________________________________________________________
 LW3567  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 LW3567  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LW3567
 LW3567  HORZ ORDER  -  THIRD
 LW3567
 LW3567.The horizontal coordinates were established by classical geodetic methods
 LW3567.and adjusted by the National Geodetic Survey in August 1998..
 LW3567
 LW3567
 LW3567.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3567
 LW3567.The geoid height was determined by GEOID03.
 LW3567
 LW3567;                    North         East     Units Scale Factor Converg.
 LW3567;SPC RI       -    58,214.995    77,236.197   MT  1.00000012   -0 10 52.8
 LW3567;SPC RI       -   190,993.70    253,399.09   sFT  1.00000012   -0 10 52.8
 LW3567;SPC CT       -   238,803.704   386,231.570   MT  0.99998396   +0 38 51.9
 LW3567;SPC CT       -   783,475.15  1,267,161.41   sFT  0.99998396   +0 38 51.9
 LW3567;UTM  19      - 4,609,878.750   268,921.838   MT  1.00025716   -1 50 31.9
 LW3567
 LW3567                          SUPERSEDED SURVEY CONTROL
 LW3567
 LW3567  NAD 83(1992)-  41 36 25.86678(N)    071 46 23.10616(W) AD(       ) 4
 LW3567  NAD 83(1986)-  41 36 25.86633(N)    071 46 23.10627(W) AD(       ) 4
 LW3567  NAD 27      -  41 36 25.50601(N)    071 46 24.85830(W) AD(       ) 3
 LW3567
 LW3567.Superseded values are not recommended for survey control.
 LW3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3567.See file dsdata.txt to determine how the superseded data were derived.
 LW3567
 LW3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6892209879(NAD 83)
 LW3567_MARKER: 57 = LOOKOUT TOWER
 LW3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3567+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2003
 LW3567
 LW3567  HISTORY     - Date     Condition        Report By
 LW3567  HISTORY     - 1969     FIRST OBSERVED   CGS
 LW3567  HISTORY     - 1975     GOOD             NGS
 LW3567  HISTORY     - 20031224 GOOD             INDIV
 LW3567
 LW3567                          STATION DESCRIPTION
 LW3567
 LW3567'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3567'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF LEWIS
 LW3567'CITY, 2 MILES NORTH OF THE ESCOHEAG POST OFFICE AND ON STATE
 LW3567'OWNED LAND.
 LW3567'
 LW3567'TO REACH THE STATION FROM THE ESCOHEAG POST OFFICE, GO NORTHERLY
 LW3567'ON ESCOHEAG HILL ROAD FOR 1.75 MILES TO THE ESCOHEAG CHURCH ON THE
 LW3567'LEFT.  CONTINUE NORTH AND NORTHWESTERLY ON ESCOHEAG HILL ROAD
 LW3567'FOR 0.85 MILE TO A CEMETERY ON THE RIGHT AND THE STATION ON THE
 LW3567'LEFT.
 LW3567'
 LW3567'THE STATION IS A FOUR LEGGED, SELF SUPPORTED, SILVER AND
 LW3567'WHITE FIRE TOWER WHICH IS APPROXIMATELY 90 FEET IN HEIGHT.
 LW3567'
 LW3567'THE POINT INTERSECTED WAS TOP AND CENTER.
 LW3567
 LW3567                          STATION RECOVERY (1975)
 LW3567
 LW3567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3567'THE STATION WAS NOT VISITED AT THIS TIME.  IT WAS OBSERVED
 LW3567'UPON AND A NEW POSITION WAS ESTABLISHED AT THIS TIME.
 LW3567
 LW3567                          STATION RECOVERY (2003)
 LW3567
 LW3567'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LW3567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1876 ***********************************************************************
 LW1876  DESIGNATION -  EX 001
 LW1876  PID         -  LW1876
 LW1876  STATE/COUNTY-  RI/WASHINGTON
 LW1876  USGS QUAD   -  HOPE VALLEY (1975)
 LW1876
 LW1876                         *CURRENT SURVEY CONTROL
 LW1876  ___________________________________________________________________
 LW1876* NAD 83(1996)-  41 34 13.54507(N)    071 39 42.99710(W)     ADJUSTED  
 LW1876* NAVD 88     -       136.465  (meters)     447.72   (feet)  ADJUSTED  
 LW1876  ___________________________________________________________________
 LW1876  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 LW1876  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LW1876  DYNAMIC HT  -         136.417 (meters)     447.56  (feet)  COMP
 LW1876  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 LW1876
 LW1876  HORZ ORDER  -  SECOND
 LW1876  VERT ORDER  -  SECOND    CLASS II
 LW1876
 LW1876.The horizontal coordinates were established by classical geodetic methods
 LW1876.and adjusted by the National Geodetic Survey in August 1998..
 LW1876
 LW1876.The orthometric height was determined by differential leveling
 LW1876.and adjusted by the National Geodetic Survey in June 1991..
 LW1876
 LW1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1876
 LW1876.The geoid height was determined by GEOID03.
 LW1876
 LW1876.The dynamic height is computed by dividing the NAVD 88
 LW1876.geopotential number by the normal gravity value computed on the
 LW1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1876.degrees latitude (g = 980.6199 gals.).
 LW1876
 LW1876.The modeled gravity was interpolated from observed gravity values.
 LW1876
 LW1876;                    North         East     Units Scale Factor Converg.
 LW1876;SPC RI       -    54,109.306    86,493.069   MT  0.99999599   -0 06 26.8
 LW1876;SPC RI       -   177,523.61    283,769.34   sFT  0.99999599   -0 06 26.8
 LW1876;UTM  19      - 4,605,505.572   278,058.007   MT  1.00020622   -1 46 01.3
 LW1876
 LW1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1876!SPC RI       -   0.99998334  x   0.99999599  =   0.99997933
 LW1876!UTM  19      -   0.99998334  x   1.00020622  =   1.00018955
 LW1876
 LW1876                          SUPERSEDED SURVEY CONTROL
 LW1876
 LW1876  NAD 83(1992)-  41 34 13.54378(N)    071 39 42.99637(W) AD(       ) 2
 LW1876  NAD 83(1986)-  41 34 13.54301(N)    071 39 42.99586(W) AD(       ) 2
 LW1876  NGVD 29 (12/08/88)  136.72   (m)          448.6    (f) LEVELING    3  
 LW1876
 LW1876.Superseded values are not recommended for survey control.
 LW1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1876.See file dsdata.txt to determine how the superseded data were derived.
 LW1876
 LW1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7805805506(NAD 83)
 LW1876_MARKER: DD = SURVEY DISK
 LW1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1876_SP_SET: CONCRETE POST
 LW1876_STAMPING: EX 001 1984
 LW1876_MARK LOGO: RIGS  
 LW1876_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1876+STABILITY: SURFACE MOTION
 LW1876
 LW1876  HISTORY     - Date     Condition        Report By
 LW1876  HISTORY     - 1984     MONUMENTED       RIGS
 LW1876  HISTORY     - 1984     GOOD             RIGS
 LW1876  HISTORY     - 19871101 GOOD             RIGS
 LW1876
 LW1876                          STATION DESCRIPTION
 LW1876
 LW1876'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1876'THE STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) WEST-SOUTHWEST OF
 LW1876'EXETER, 7.2 KM (4.5 MI) NORTH-NORTHEAST OF WYOMING, ON STATE
 LW1876'PROPERTY IN THE MEDIAN STRIP OF INTERSTATE HIGHWAY 95.
 LW1876'
 LW1876'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1876'HIGHWAY 102 (EXIT 5A), ABOUT 10.5 KM (6.5 MI) WEST-NORTHWEST OF
 LW1876'EXETER, GO SOUTH ON INTERSTATE 95 3.4 KM (2.1 MI) TO AN EMERGENCY
 LW1876'CALL BOX ON THE RIGHT AND THE STATION ON THE LEFT.
 LW1876'
 LW1876'THE STATION IS A STANDARD RIGS  DISK
 LW1876'STAMPED---EX 001 1984---,
 LW1876'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1876'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 LW1876'29.9 METERS (98.0 FT) SOUTHEAST FROM THE EMERGENCY CALL BOX 0049,
 LW1876'18.3 METERS (60.0 FT) WEST-NORTHWEST FROM THE EMERGENCY CALL BOX
 LW1876'0050,
 LW1876'9.4 METERS (31.0 FT) WEST-NORTHWEST FROM THE CENTER OF I-95 NORTH,
 LW1876'3.4 METERS (11.0 FT) NORTH-NORTHWEST FROM A BITUMINOUS DRAINAGE
 LW1876'DITCH,
 LW1876'1.3 METERS (4.3 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1876'THE UNDERGROUND MARK IS A STANDARD RIGS DISK
 LW1876'STAMPED---EX 001 1984---,
 LW1876'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1876
 LW1876                          STATION RECOVERY (1984)
 LW1876
 LW1876'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1876'7.2 KM (4.5 MI) NNE FROM WYOMING.
 LW1876'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1876'HIGHWAY 102 (EXIT 5A), ABOUT 10.5 KM (6.5 MI) WEST-NORTHWEST OF
 LW1876'EXETER, GO SOUTH ON INTERSTATE 95 3.4 KM (2.1 MI) TO AN EMERGENCY
 LW1876'CALL BOX ON THE RIGHT AND THE STATION ON THE LEFT.  THE STATION IS
 LW1876'LOCATED IN THE MEDIAN STRIP OF INTERSTATE HIGHWAY 95.  THE STATION IS
 LW1876'A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW1876'CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED 29.9 METERS (98.0
 LW1876'FT) SOUTHEAST FROM THE EMERGENCY CALL BOX 0049, 18.3 METERS (60.0 FT)
 LW1876'WEST-NORTHWEST FROM THE EMERGENCY CALL BOX 0050, 9.4 METERS (31.0 FT)
 LW1876'WEST-NORTHWEST FROM THE CENTER OF I-95 NORTH, 3.4 METERS (11.0 FT)
 LW1876'NORTH-NORTHWEST FROM A BITUMINOUS DRAINAGE DITCH, 1.3 METERS (4.3 FT)
 LW1876'EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1876
 LW1876                          STATION RECOVERY (1987)
 LW1876
 LW1876'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1877 ***********************************************************************
 LW1877  DESIGNATION -  EX 002
 LW1877  PID         -  LW1877
 LW1877  STATE/COUNTY-  RI/WASHINGTON
 LW1877  USGS QUAD   -  HOPE VALLEY (1975)
 LW1877
 LW1877                         *CURRENT SURVEY CONTROL
 LW1877  ___________________________________________________________________
 LW1877* NAD 83(1996)-  41 34 40.53648(N)    071 39 38.37885(W)     ADJUSTED  
 LW1877* NAVD 88     -       143.134  (meters)     469.60   (feet)  ADJUSTED  
 LW1877  ___________________________________________________________________
 LW1877  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 LW1877  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW1877  DYNAMIC HT  -         143.084 (meters)     469.43  (feet)  COMP
 LW1877  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 LW1877
 LW1877  HORZ ORDER  -  SECOND
 LW1877  VERT ORDER  -  SECOND    CLASS II
 LW1877
 LW1877.The horizontal coordinates were established by classical geodetic methods
 LW1877.and adjusted by the National Geodetic Survey in August 1998..
 LW1877
 LW1877.The orthometric height was determined by differential leveling
 LW1877.and adjusted by the National Geodetic Survey in June 1991..
 LW1877
 LW1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1877
 LW1877.The geoid height was determined by GEOID03.
 LW1877
 LW1877.The dynamic height is computed by dividing the NAVD 88
 LW1877.geopotential number by the normal gravity value computed on the
 LW1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1877.degrees latitude (g = 980.6199 gals.).
 LW1877
 LW1877.The modeled gravity was interpolated from observed gravity values.
 LW1877
 LW1877;                    North         East     Units Scale Factor Converg.
 LW1877;SPC RI       -    54,941.824    86,601.614   MT  0.99999596   -0 06 23.8
 LW1877;SPC RI       -   180,254.97    284,125.46   sFT  0.99999596   -0 06 23.8
 LW1877;UTM  19      - 4,606,334.771   278,190.647   MT  1.00020549   -1 45 59.2
 LW1877
 LW1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1877!SPC RI       -   0.99998229  x   0.99999596  =   0.99997825
 LW1877!UTM  19      -   0.99998229  x   1.00020549  =   1.00018778
 LW1877
 LW1877                          SUPERSEDED SURVEY CONTROL
 LW1877
 LW1877  NAD 83(1992)-  41 34 40.53518(N)    071 39 38.37812(W) AD(       ) 2
 LW1877  NAD 83(1986)-  41 34 40.53443(N)    071 39 38.37753(W) AD(       ) 2
 LW1877  NGVD 29 (12/08/88)  143.39   (m)          470.4    (f) LEVELING    3  
 LW1877
 LW1877.Superseded values are not recommended for survey control.
 LW1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1877.See file dsdata.txt to determine how the superseded data were derived.
 LW1877
 LW1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7819106335(NAD 83)
 LW1877_MARKER: DD = SURVEY DISK
 LW1877_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1877_SP_SET: ABUTMENT
 LW1877_STAMPING: EX 002 1984
 LW1877_MARK LOGO: RIGS  
 LW1877_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1877+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 LW1877
 LW1877  HISTORY     - Date     Condition        Report By
 LW1877  HISTORY     - 1984     MONUMENTED       RIGS
 LW1877  HISTORY     - 1984     GOOD             RIGS
 LW1877  HISTORY     - 19890707 GOOD             RIGS
 LW1877  HISTORY     - 20030612 GOOD             INDIV
 LW1877  HISTORY     - 20031224 GOOD             INDIV
 LW1877
 LW1877                          STATION DESCRIPTION
 LW1877
 LW1877'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1877'THE STATION IS LOCATED ABOUT 10.0 KM (6.2 MI) WEST OF EXETER, 7.6
 LW1877'KM (4.7 MI) NORTH-NORTHEAST OF WYOMING, IN THE ABUTMENT OF THE
 LW1877'BRIDGE OVER RHODE ISLAND ROUTE 165.
 LW1877'
 LW1877'TO REACH THE STATION FROM THE JUNCTION OF I-95 AND STATE HIGHWAY
 LW1877'102 (EXIT 5), ABOUT 10.5 KM (6.5 MI)WEST-NORTHWEST OF EXETER, GO
 LW1877'SOUTH ON I-95 FOR 2.7 KM (1.7 MI) TO THE BRIDGE OVER RI-165 AND THE
 LW1877'STATION ON THE LEFT.
 LW1877'
 LW1877'THE STATION IS A STANDARD RIGS DISK
 LW1877'STAMPED---EX 002 1984---,
 LW1877'SET INTO A DRILL HOLE IN THE SOUTHWEST ABUTMENT OF THE I-95 BRIDGE
 LW1877'NORTHBOUND OVER RI ROUTE 165.
 LW1877'LOCATED
 LW1877'6.1 METERS (20.0 FT) WEST FROM THE CENTER OF I-95 NORTH,
 LW1877'3.2 METERS (10.5 FT) SOUTH FROM THE USCGS BENCH MARK D 20 1969,
 LW1877'2.0 METERS (6.7 FT) NORTH-NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1877
 LW1877                          STATION RECOVERY (1984)
 LW1877
 LW1877'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1877'7.6 KM (4.7 MI) NNE FROM WYOMING.
 LW1877'TO REACH THE STATION FROM THE JUNCTION OF I-95 AND STATE HIGHWAY 102
 LW1877'(EXIT 5), ABOUT 10.5 KM (6.5 MI)WEST-NORTHWEST OF EXETER, GO SOUTH ON
 LW1877'I-95 FOR 2.7 KM (1.7 MI) TO THE BRIDGE OVER RI-165 AND THE STATION ON
 LW1877'THE LEFT.  THE STATION IS LOCATED IN THE ABUTMENT OF THE I-95 BRIDGE
 LW1877'OVER STATE ROUTE 165.  THE STATION IS A STANDARD RIGS DISK SET INTO A
 LW1877'DRILL HOLE IN THE SOUTHWEST ABUTMENT OF THE I-95 BRIDGE NORTHBOUND
 LW1877'OVER RI ROUTE 165.  LOCATED 6.1 METERS (20.0 FT) WEST FROM THE CENTER
 LW1877'OF I-95 NORTH, 3.2 METERS (10.5 FT) SOUTH FROM THE USCGS BENCH MARK D
 LW1877'20 1969, 2.0 METERS (6.7 FT) NORTH-NORTHEAST FROM A FIBERGLASS
 LW1877'WITNESS POST.
 LW1877
 LW1877                          STATION RECOVERY (1989)
 LW1877
 LW1877'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1877'RECOVERED IN GOOD CONDITION.
 LW1877
 LW1877                          STATION RECOVERY (2003)
 LW1877
 LW1877'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW1877'RECOVERED IN GOOD CONDITION.
 LW1877
 LW1877                          STATION RECOVERY (2003)
 LW1877
 LW1877'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LW1877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1878 ***********************************************************************
 LW1878  DESIGNATION -  EX 003
 LW1878  PID         -  LW1878
 LW1878  STATE/COUNTY-  RI/WASHINGTON
 LW1878  USGS QUAD   -  HOPE VALLEY (1975)
 LW1878
 LW1878                         *CURRENT SURVEY CONTROL
 LW1878  ___________________________________________________________________
 LW1878* NAD 83(1996)-  41 35 32.08017(N)    071 39 34.24168(W)     ADJUSTED  
 LW1878* NAVD 88     -       147.964  (meters)     485.45   (feet)  ADJUSTED  
 LW1878  ___________________________________________________________________
 LW1878  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 LW1878  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LW1878  DYNAMIC HT  -         147.911 (meters)     485.27  (feet)  COMP
 LW1878  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 LW1878
 LW1878  HORZ ORDER  -  SECOND
 LW1878  VERT ORDER  -  SECOND    CLASS II
 LW1878
 LW1878.The horizontal coordinates were established by classical geodetic methods
 LW1878.and adjusted by the National Geodetic Survey in August 1998..
 LW1878
 LW1878.The orthometric height was determined by differential leveling
 LW1878.and adjusted by the National Geodetic Survey in June 1991..
 LW1878
 LW1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1878
 LW1878.The geoid height was determined by GEOID03.
 LW1878
 LW1878.The dynamic height is computed by dividing the NAVD 88
 LW1878.geopotential number by the normal gravity value computed on the
 LW1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1878.degrees latitude (g = 980.6199 gals.).
 LW1878
 LW1878.The modeled gravity was interpolated from observed gravity values.
 LW1878
 LW1878;                    North         East     Units Scale Factor Converg.
 LW1878;SPC RI       -    56,531.835    86,700.392   MT  0.99999593   -0 06 21.2
 LW1878;SPC RI       -   185,471.53    284,449.54   sFT  0.99999593   -0 06 21.2
 LW1878;UTM  19      - 4,607,921.585   278,335.475   MT  1.00020470   -1 45 58.2
 LW1878
 LW1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1878!SPC RI       -   0.99998153  x   0.99999593  =   0.99997746
 LW1878!UTM  19      -   0.99998153  x   1.00020470  =   1.00018622
 LW1878
 LW1878                          SUPERSEDED SURVEY CONTROL
 LW1878
 LW1878  NAD 83(1992)-  41 35 32.07887(N)    071 39 34.24095(W) AD(       ) 2
 LW1878  NAD 83(1986)-  41 35 32.07817(N)    071 39 34.24021(W) AD(       ) 2
 LW1878  NGVD 29 (12/08/88)  148.22   (m)          486.3    (f) LEVELING    3  
 LW1878
 LW1878.Superseded values are not recommended for survey control.
 LW1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1878.See file dsdata.txt to determine how the superseded data were derived.
 LW1878
 LW1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7833507922(NAD 83)
 LW1878_MARKER: DD = SURVEY DISK
 LW1878_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW1878_SP_SET: SET IN CONCRETE SIDEWALK
 LW1878_STAMPING: EX 003 1984
 LW1878_MARK LOGO: RIGS  
 LW1878_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1878+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 LW1878
 LW1878  HISTORY     - Date     Condition        Report By
 LW1878  HISTORY     - 1984     MONUMENTED       RIGS
 LW1878  HISTORY     - 1984     GOOD             RIGS
 LW1878  HISTORY     - 19871101 GOOD             RIGS
 LW1878  HISTORY     - 20030612 GOOD             INDIV
 LW1878
 LW1878                          STATION DESCRIPTION
 LW1878
 LW1878'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1878'THE STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) WEST-NORTHWEST OF
 LW1878'EXETER, 9.5 (5.9 MI) NORTH-NORTHEAST OF WYOMING, IN THE CONCRETE
 LW1878'WALKWAY ON THE SOUTH SIDE OF THE AUSTIN FARM ROAD BRIDGE
 LW1878'OVER THE NORTHBOUND LANES OF I-95.
 LW1878'
 LW1878'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1878'STATE HIGHWAY 102 (EXIT 5) ABOUT 10.5 KM (6.5 MI) WEST-NORTHWEST OF
 LW1878'EXETER, GO SOUTH ON I-95 1.1 KM (0.7 MI) TO THE AUSTIN FARM ROAD
 LW1878'BRIDGE CROSSING OVER I-95 AND THE STATION.
 LW1878'
 LW1878'THE STATION IS A STANDARD RIGS DISK
 LW1878'STAMPED---EX 003 1984---,
 LW1878'SET INTO A DRILL HOLE IN A CONCRETE WALKWAY.
 LW1878'LOCATED
 LW1878'15.8 METERS (52.0 FT) SOUTHEAST FROM THE CENTER OF THE SOUTHERLY
 LW1878'DRAINAGE GRATE IN THE OVERPASS,
 LW1878'9.1 METERS (30.0 FT) WEST-SOUTHWEST FROM THE CENTER OF THE
 LW1878'NORTHBOUND LANES OF I-95,
 LW1878'5.2 METERS (17.0 FT) SOUTHWEST FROM THE  CENTER OF THE AUSTIN FARM
 LW1878'ROAD OVERPASS.
 LW1878
 LW1878                          STATION RECOVERY (1984)
 LW1878
 LW1878'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1878'9.5 KM (5.9 MI) NNE FROM WYOMING.
 LW1878'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1878'STATE HIGHWAY 102 (EXIT 5) ABOUT 10.5 KM (6.5 MI) WEST-NORTHWEST OF
 LW1878'EXETER, GO SOUTH ON I-95 1.1 KM (0.7 MI) TO THE AUSTIN FARM ROAD
 LW1878'BRIDGE CROSSING OVER I-95 AND THE STATION.  THE STATION IS LOCATED IN
 LW1878'THE CONCRETE WALKWAY ON THE SOUTH SIDE OF THE AUSTIN FARM ROAD BRIDGE
 LW1878'OVER THE NORTHBOUND LANES OF I-95.  THE STATION IS A STANDARD RIGS
 LW1878'DISK SET INTO A DRILL HOLE IN A CONCRETE WALKWAY.  LOCATED 15.8
 LW1878'METERS (52.0 FT) SOUTHEAST FROM THE CENTER OF THE SOUTHERLY DRAINAGE
 LW1878'GRATE IN THE OVERPASS, 9.1 METERS (30.0 FT) WEST-SOUTHWEST FROM THE
 LW1878'CENTER OF THE NORTHBOUND LANES OF I-95, 5.2 METERS (17.0 FT)
 LW1878'SOUTHWEST FROM THE CENTER OF THE AUSTIN FARM ROAD OVERPASS.
 LW1878
 LW1878                          STATION RECOVERY (1987)
 LW1878
 LW1878'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1878'RECOVERED IN GOOD CONDITION.
 LW1878
 LW1878                          STATION RECOVERY (2003)
 LW1878
 LW1878'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW1878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5530 ***********************************************************************
 LW5530  DESIGNATION -  EX 004
 LW5530  PID         -  LW5530
 LW5530  STATE/COUNTY-  RI/WASHINGTON
 LW5530  USGS QUAD   -  HOPE VALLEY (1975)
 LW5530
 LW5530                         *CURRENT SURVEY CONTROL
 LW5530  ___________________________________________________________________
 LW5530* NAD 83(1996)-  41 35 56.34865(N)    071 39 12.29892(W)     ADJUSTED  
 LW5530* NAVD 88     -       155.3    (meters)     510.     (feet)  VERTCON   
 LW5530  ___________________________________________________________________
 LW5530  X           -   1,503,559.614 (meters)                     COMP
 LW5530  Y           -  -4,533,975.502 (meters)                     COMP
 LW5530  Z           -   4,212,482.904 (meters)                     COMP
 LW5530  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 LW5530  ELLIP HEIGHT-         125.12  (meters)          (06/13/02) GPS OBS
 LW5530  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LW5530
 LW5530  HORZ ORDER  -  THIRD
 LW5530  ELLP ORDER  -  FOURTH    CLASS II
 LW5530
 LW5530.The horizontal coordinates were established by GPS observations
 LW5530.and adjusted by the National Geodetic Survey in August 1998..
 LW5530
 LW5530.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5530
 LW5530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5530
 LW5530.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5530
 LW5530.The ellipsoidal height was determined by GPS observations
 LW5530.and is referenced to NAD 83.
 LW5530
 LW5530.The geoid height was determined by GEOID03.
 LW5530
 LW5530;                    North         East     Units Scale Factor Converg.
 LW5530;SPC RI       -    57,279.629    87,209.924   MT  0.99999576   -0 06 06.7
 LW5530;SPC RI       -   187,924.92    286,121.23   sFT  0.99999576   -0 06 06.7
 LW5530;UTM  19      - 4,608,654.453   278,866.570   MT  1.00020181   -1 45 44.5
 LW5530
 LW5530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5530!SPC RI       -   0.99998038  x   0.99999576  =   0.99997614
 LW5530!UTM  19      -   0.99998038  x   1.00020181  =   1.00018218
 LW5530
 LW5530                          SUPERSEDED SURVEY CONTROL
 LW5530
 LW5530  ELLIP H (08/17/98)  125.14   (m)                       GP(       ) 4 1
 LW5530  NAD 83(1992)-  41 35 56.34732(N)    071 39 12.29818(W) AD(       ) 3
 LW5530  ELLIP H (01/17/96)  125.09   (m)                       GP(       ) 4 2
 LW5530  NAD 83(1986)-  41 35 56.34688(N)    071 39 12.29877(W) AD(       ) 3
 LW5530  NGVD 29 (07/30/91)  155.6    (m)          510.     (f) GPS OBS        
 LW5530
 LW5530.Superseded values are not recommended for survey control.
 LW5530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5530.See file dsdata.txt to determine how the superseded data were derived.
 LW5530
 LW5530_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7886708654(NAD 83)
 LW5530_MARKER: DD = SURVEY DISK
 LW5530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5530_SP_SET: CONCRETE POST
 LW5530_STAMPING: EX 004 1989
 LW5530_MARK LOGO: RIGS  
 LW5530_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5530+STABILITY: SURFACE MOTION
 LW5530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5530+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 LW5530
 LW5530  HISTORY     - Date     Condition        Report By
 LW5530  HISTORY     - 1989     MONUMENTED       RIGS
 LW5530  HISTORY     - 19891010 GOOD             RIGS
 LW5530  HISTORY     - 20030612 GOOD             INDIV
 LW5530
 LW5530                          STATION DESCRIPTION
 LW5530
 LW5530'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5530'THE STATION IS LOCATED ABOUT 3.36 KM (2.10 MI) NORTHEAST OF MILLVILLE
 LW5530'CENTER. OWNERSHIP-- STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY,
 LW5530'401 277-2814.
 LW5530'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 3 AND STATE HIGHWAY
 LW5530'102, GO NORTH 0.65 KM (0.40 MI) ON HIGHWAY 102 TO THE STATION ON THE
 LW5530'LEFT.
 LW5530'THE STATION IS A STANDARD RIGS DISK STAMPED SET INTO THE TOP OF A
 LW5530'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS
 LW5530'22.32 M (73.2 FT) NORTHWEST FROM AN NET+T AND NECO POLE, 21.10 M
 LW5530'(69.2 FT) SOUTHEAST FROM NET+T POLE 259 AND NECO 1, 13.60 M (44.6 FT)
 LW5530'SOUTHWEST FROM THE CEMTER OF HIGHWAY 102, 11.40 M (37.4 FT) NORTHEAST
 LW5530'FROM A CHAINLINK FENCE, 11.20 M (36.7 FT) NORTHEAST FROM A FIBERGLASS
 LW5530'WITNESS POST.
 LW5530
 LW5530                          STATION RECOVERY (1989)
 LW5530
 LW5530'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5530'RECOVERED IN GOOD CONDITION.
 LW5530
 LW5530                          STATION RECOVERY (2003)
 LW5530
 LW5530'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW5530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5531 ***********************************************************************
 LW5531  DESIGNATION -  EX 005
 LW5531  PID         -  LW5531
 LW5531  STATE/COUNTY-  RI/WASHINGTON
 LW5531  USGS QUAD   -  SLOCUM (1975)
 LW5531
 LW5531                         *CURRENT SURVEY CONTROL
 LW5531  ___________________________________________________________________
 LW5531* NAD 83(1996)-  41 35 07.35091(N)    071 37 10.95427(W)     ADJUSTED  
 LW5531* NAVD 88     -       129.6    (meters)     425.     (feet)  VERTCON   
 LW5531  ___________________________________________________________________
 LW5531  X           -   1,506,537.036 (meters)                     COMP
 LW5531  Y           -  -4,534,024.243 (meters)                     COMP
 LW5531  Z           -   4,211,335.282 (meters)                     COMP
 LW5531  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 LW5531  ELLIP HEIGHT-          99.43  (meters)          (06/13/02) GPS OBS
 LW5531  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LW5531
 LW5531  HORZ ORDER  -  THIRD
 LW5531  ELLP ORDER  -  FOURTH    CLASS II
 LW5531
 LW5531.The horizontal coordinates were established by GPS observations
 LW5531.and adjusted by the National Geodetic Survey in August 1998..
 LW5531
 LW5531.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5531
 LW5531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5531
 LW5531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5531
 LW5531.The ellipsoidal height was determined by GPS observations
 LW5531.and is referenced to NAD 83.
 LW5531
 LW5531.The geoid height was determined by GEOID03.
 LW5531
 LW5531;                    North         East     Units Scale Factor Converg.
 LW5531;SPC RI       -    55,763.538    90,017.914   MT  0.99999498   -0 04 46.0
 LW5531;SPC RI       -   182,950.87    295,333.77   sFT  0.99999498   -0 04 46.0
 LW5531;UTM  19      - 4,607,057.325   281,630.005   MT  1.00018686   -1 44 22.1
 LW5531
 LW5531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5531!SPC RI       -   0.99998440  x   0.99999498  =   0.99997938
 LW5531!UTM  19      -   0.99998440  x   1.00018686  =   1.00017126
 LW5531
 LW5531:                Primary Azimuth Mark                     Grid Az
 LW5531:SPC RI       -  EX 006                                   115 35 01.1
 LW5531:UTM  19      -  EX 006                                   117 14 37.2
 LW5531
 LW5531|---------------------------------------------------------------------|
 LW5531| PID    Reference Object                     Distance      Geod. Az  |
 LW5531|                                                           dddmmss.s |
 LW5531| LW5532 EX 006                              APPROX. 1.5 KM 1153015.1 |
 LW5531|---------------------------------------------------------------------|
 LW5531
 LW5531                          SUPERSEDED SURVEY CONTROL
 LW5531
 LW5531  ELLIP H (08/17/98)   99.45   (m)                       GP(       ) 4 1
 LW5531  NAD 83(1996)-  41 35 07.34964(N)    071 37 10.95351(W) AD(       ) 3
 LW5531  NAD 83(1992)-  41 35 07.34956(N)    071 37 10.95351(W) AD(       ) 3
 LW5531  ELLIP H (01/17/96)   99.40   (m)                       GP(       ) 4 2
 LW5531  NAD 83(1992)-  41 35 07.34905(N)    071 37 10.95388(W) AD(       ) 3
 LW5531  NAD 83(1986)-  41 35 07.34903(N)    071 37 10.95385(W) AD(       ) 3
 LW5531  NGVD 29 (07/30/91)  129.9    (m)          426.     (f) GPS OBS        
 LW5531
 LW5531.Superseded values are not recommended for survey control.
 LW5531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5531.See file dsdata.txt to determine how the superseded data were derived.
 LW5531
 LW5531_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8163007057(NAD 83)
 LW5531_MARKER: DD = SURVEY DISK
 LW5531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5531_SP_SET: CONCRETE POST
 LW5531_STAMPING: EX 005 1989
 LW5531_MARK LOGO: RIGS  
 LW5531_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5531+STABILITY: SURFACE MOTION
 LW5531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5531+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5531
 LW5531  HISTORY     - Date     Condition        Report By
 LW5531  HISTORY     - 1989     MONUMENTED       RIGS
 LW5531
 LW5531                          STATION DESCRIPTION
 LW5531
 LW5531'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5531'THE STATION IS LOCATED ABOUT 5.4 KM (3.35 MI) EAST NORTHEAST OF
 LW5531'MILLVILLE CENTER. OWNERSHIP--TOWN OF EXETER.
 LW5531'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 3 AND STATE HIGHWAY
 LW5531'102, GO SOUTH 2.65 KM (1.65 MI) ON HIGHWAY 102 TO A SIDE ROAD RIGHT,
 LW5531'TURN RIGHT ON TOWN HOUSE ROAD AND PROCEED PAST THE PARKING AREA FOR
 LW5531'WAWALOAM SCHOOL ON THE LEFT TO THE THREE BASEBALL FIELDS ON THE RIGHT
 LW5531'AND THE STATION ON THE FIRST BASE SIDE OF THE SOUTHERN MOST FIELD.
 LW5531'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5531'CONCRETE MONUMENT 30 CM IN DIAMETER SET FLUSH WITH THE GROUND. IT IS
 LW5531'31.1 M (102.0 FT) EAST FROM THE INTERSECTION OF THE TWO OUTFIELD
 LW5531'FENCES, 19.6 M (64.3 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE
 LW5531'CONCESSION STAND, 9.3 M (30.5 FT) NORTHWEST FROM THE SIX FOOT HIGH
 LW5531'FIRST BASE DUGOUT FENCE, 1.7 M (5.6 FT) SOUTH SOUTHWEST FROM THE TOP
 LW5531'OF SLOPE, 1.1 M (3.6 FT) NORTH NORTHEAST FROM THE FOUR FOOT HIGH RIGHT
 LW5531'FOUL LINE OUT OF PLAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5532 ***********************************************************************
 LW5532  DESIGNATION -  EX 006
 LW5532  PID         -  LW5532
 LW5532  STATE/COUNTY-  RI/WASHINGTON
 LW5532  USGS QUAD   -  SLOCUM (1975)
 LW5532
 LW5532                         *CURRENT SURVEY CONTROL
 LW5532  ___________________________________________________________________
 LW5532* NAD 83(1996)-  41 34 46.97321(N)    071 36 14.07702(W)     ADJUSTED  
 LW5532* NAVD 88     -       112.7    (meters)     370.     (feet)  VERTCON   
 LW5532  ___________________________________________________________________
 LW5532  X           -   1,507,914.919 (meters)                     COMP
 LW5532  Y           -  -4,533,992.580 (meters)                     COMP
 LW5532  Z           -   4,210,853.798 (meters)                     COMP
 LW5532  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 LW5532  ELLIP HEIGHT-          82.52  (meters)          (06/13/02) GPS OBS
 LW5532  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW5532
 LW5532  HORZ ORDER  -  THIRD
 LW5532  ELLP ORDER  -  FOURTH    CLASS II
 LW5532
 LW5532.The horizontal coordinates were established by GPS observations
 LW5532.and adjusted by the National Geodetic Survey in August 1998..
 LW5532
 LW5532.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5532
 LW5532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5532
 LW5532.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5532
 LW5532.The ellipsoidal height was determined by GPS observations
 LW5532.and is referenced to NAD 83.
 LW5532
 LW5532.The geoid height was determined by GEOID03.
 LW5532
 LW5532;                    North         East     Units Scale Factor Converg.
 LW5532;SPC RI       -    55,133.154    91,334.591   MT  0.99999467   -0 04 08.3
 LW5532;SPC RI       -   180,882.69    299,653.57   sFT  0.99999467   -0 04 08.3
 LW5532;UTM  19      - 4,606,388.939   282,928.114   MT  1.00017990   -1 43 43.6
 LW5532
 LW5532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5532!SPC RI       -   0.99998706  x   0.99999467  =   0.99998173
 LW5532!UTM  19      -   0.99998706  x   1.00017990  =   1.00016695
 LW5532
 LW5532:                Primary Azimuth Mark                     Grid Az
 LW5532:SPC RI       -  EX 005                                   295 35 01.2
 LW5532:UTM  19      -  EX 005                                   297 14 36.5
 LW5532
 LW5532|---------------------------------------------------------------------|
 LW5532| PID    Reference Object                     Distance      Geod. Az  |
 LW5532|                                                           dddmmss.s |
 LW5532| LW5531 EX 005                              APPROX. 1.5 KM 2953052.9 |
 LW5532|---------------------------------------------------------------------|
 LW5532
 LW5532                          SUPERSEDED SURVEY CONTROL
 LW5532
 LW5532  ELLIP H (08/17/98)   82.55   (m)                       GP(       ) 4 1
 LW5532  NAD 83(1996)-  41 34 46.97212(N)    071 36 14.07625(W) AD(       ) 3
 LW5532  NAD 83(1992)-  41 34 46.97182(N)    071 36 14.07626(W) AD(       ) 3
 LW5532  ELLIP H (01/17/96)   82.50   (m)                       GP(       ) 4 2
 LW5532  NAD 83(1992)-  41 34 46.97124(N)    071 36 14.07660(W) AD(       ) 3
 LW5532  NAD 83(1986)-  41 34 46.97123(N)    071 36 14.07655(W) AD(       ) 3
 LW5532  NGVD 29 (07/30/91)  113.0    (m)          371.     (f) GPS OBS        
 LW5532
 LW5532.Superseded values are not recommended for survey control.
 LW5532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5532.See file dsdata.txt to determine how the superseded data were derived.
 LW5532
 LW5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8292806389(NAD 83)
 LW5532_MARKER: DD = SURVEY DISK
 LW5532_SETTING: 80 = SET IN A BOULDER
 LW5532_SP_SET: IN DRILL HOLE IN A BOULDER
 LW5532_STAMPING: EX 006 1989
 LW5532_MARK LOGO: RIGS  
 LW5532_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5532+STABILITY: SURFACE MOTION
 LW5532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5532+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5532
 LW5532  HISTORY     - Date     Condition        Report By
 LW5532  HISTORY     - 1989     MONUMENTED       RIGS
 LW5532  HISTORY     - 19971001 GOOD             USPSQD
 LW5532
 LW5532                          STATION DESCRIPTION
 LW5532
 LW5532'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5532'THE STATION IS LOCATED ABOUT 5.12 KM (3.20 MI) WEST OF EXETER CENTER.
 LW5532'OWNERSHIP--UNKNOWN.
 LW5532'TO REACH FROM THE STATE HIGHWAYS 102 AND 3, GO SOUTHEAST ON ROUTE 102
 LW5532'FOR 4.40 KM (2.75 MI) TO A SIDE ROAD ON THE LEFT IN THE FOREST HILLS
 LW5532'ESTATES, TURN LEFT AND GO NORTH FOR 45.42 M (149.0 FT) TO THE STATION
 LW5532'ON THE RIGHT. THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL
 LW5532'HOLE IN A PARTIALLY EXPOSED BOULDER, LARGEST DIMENSION 5.9, ONE FOOT
 LW5532'ABOVE THE SURROUNDING AREA AND SIX FEET ABOVE THE LEVEL OF THE ROAD.
 LW5532'IT IS 45.42 M
 LW5532'(149.0 FT NORTH FROM THE CENTERLINE OF HIGHWAY 102, 27.0 M (88.6 FT)
 LW5532'NORTH-NORTHEAST FROM A METER PIT AT A STONE WALL AND SIGN, 17.0 M
 LW5532'(55.8 FT) SOUTHWEST FROM A SMALL GROVE OF TREES, 19.75 M(64.8 FT) EAST
 LW5532'FROM THE FACE OF CURB ON THE SIDE ROAD
 LW5532'.
 LW5532
 LW5532                          STATION RECOVERY (1997)
 LW5532
 LW5532'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5533 ***********************************************************************
 LW5533  DESIGNATION -  EX 007
 LW5533  PID         -  LW5533
 LW5533  STATE/COUNTY-  RI/WASHINGTON
 LW5533  USGS QUAD   -  SLOCUM (1975)
 LW5533
 LW5533                         *CURRENT SURVEY CONTROL
 LW5533  ___________________________________________________________________
 LW5533* NAD 83(1996)-  41 34 47.46519(N)    071 34 40.34811(W)     ADJUSTED  
 LW5533* NAVD 88     -        90.3    (meters)     296.     (feet)  VERTCON   
 LW5533  ___________________________________________________________________
 LW5533  X           -   1,509,966.572 (meters)                     COMP
 LW5533  Y           -  -4,533,281.424 (meters)                     COMP
 LW5533  Z           -   4,210,850.266 (meters)                     COMP
 LW5533  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 LW5533  ELLIP HEIGHT-          60.09  (meters)          (06/13/02) GPS OBS
 LW5533  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW5533
 LW5533  HORZ ORDER  -  THIRD
 LW5533  ELLP ORDER  -  FOURTH    CLASS II
 LW5533
 LW5533.The horizontal coordinates were established by GPS observations
 LW5533.and adjusted by the National Geodetic Survey in August 1998..
 LW5533
 LW5533.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5533
 LW5533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5533
 LW5533.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5533
 LW5533.The ellipsoidal height was determined by GPS observations
 LW5533.and is referenced to NAD 83.
 LW5533
 LW5533.The geoid height was determined by GEOID03.
 LW5533
 LW5533;                    North         East     Units Scale Factor Converg.
 LW5533;SPC RI       -    55,146.046    93,505.814   MT  0.99999427   -0 03 06.1
 LW5533;SPC RI       -   180,924.99    306,776.99   sFT  0.99999427   -0 03 06.1
 LW5533;UTM  19      - 4,606,338.927   285,099.189   MT  1.00016836   -1 42 41.4
 LW5533
 LW5533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5533!SPC RI       -   0.99999058  x   0.99999427  =   0.99998485
 LW5533!UTM  19      -   0.99999058  x   1.00016836  =   1.00015893
 LW5533
 LW5533                          SUPERSEDED SURVEY CONTROL
 LW5533
 LW5533  ELLIP H (08/17/98)   60.11   (m)                       GP(       ) 4 1
 LW5533  NAD 83(1996)-  41 34 47.46413(N)    071 34 40.34740(W) AD(       ) 3
 LW5533  NAD 83(1992)-  41 34 47.46378(N)    071 34 40.34735(W) AD(       ) 3
 LW5533  ELLIP H (01/17/96)   60.06   (m)                       GP(       ) 4 2
 LW5533  NAD 83(1992)-  41 34 47.46316(N)    071 34 40.34756(W) AD(       ) 3
 LW5533  NAD 83(1986)-  41 34 47.46312(N)    071 34 40.34737(W) AD(       ) 3
 LW5533  NGVD 29 (07/30/91)   90.5    (m)          297.     (f) GPS OBS        
 LW5533
 LW5533.Superseded values are not recommended for survey control.
 LW5533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5533.See file dsdata.txt to determine how the superseded data were derived.
 LW5533
 LW5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8509906339(NAD 83)
 LW5533_MARKER: DD = SURVEY DISK
 LW5533_SETTING: 80 = SET IN A BOULDER
 LW5533_SP_SET: PARTIALLY EXPOSED BOULDER
 LW5533_STAMPING: EX 007 1989
 LW5533_MARK LOGO: RIGS  
 LW5533_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5533+STABILITY: SURFACE MOTION
 LW5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5533+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5533
 LW5533  HISTORY     - Date     Condition        Report By
 LW5533  HISTORY     - 1989     MONUMENTED       RIGS
 LW5533  HISTORY     - 19971001 GOOD             USPSQD
 LW5533
 LW5533                          STATION DESCRIPTION
 LW5533
 LW5533'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5533'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF EXETER CENTER.
 LW5533'OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY, 401
 LW5533'277-2814.
 LW5533'TO REACH FROM THE DIVERGENCE OF STATE HIGHWAY 102 AND STATE HIGHWAY 2
 LW5533'NEAR THE EXETER-NORTH KINGSTOWN LINE, GO WEST 5.3 KM (3.30 MI) ON
 LW5533'HIGHWAY 102 TO THE EXETER TOWN HALL AND THE STATION ON THE RIGHT.
 LW5533'THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL HOLE IN A
 LW5533'PARTIALLY EXPOSED BOULDER 0.9 M (3.0 FT) LARGEST DIMENSION. IT IS 27.6
 LW5533'M (90.6 FT) WEST FROM A TRAFFIC SIGNAL ON THE NORTH SIDE OF THE
 LW5533'HIGHWAY, 13.4 M (44.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE FRONT
 LW5533'STEPS AT THE TOWN HALL ENTRANCE, 11.4 M (37.4 FT) EAST SOUTHEAST FROM
 LW5533'A LIGHT POLE WITH NO NUMBER, 8.45 M (27.7 FT) NORTH FROM THE CENTER OF
 LW5533'THE HIGHWAY, 6.1 M (20.0 FT) SOUTHEAST FROM A FLAG POLE AND IS LEVEL
 LW5533'WITH THE HIGHWAY.
 LW5533'.
 LW5533
 LW5533                          STATION RECOVERY (1997)
 LW5533
 LW5533'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5534 ***********************************************************************
 LW5534  DESIGNATION -  EX 008
 LW5534  PID         -  LW5534
 LW5534  STATE/COUNTY-  RI/WASHINGTON
 LW5534  USGS QUAD   -  SLOCUM (1975)
 LW5534
 LW5534                         *CURRENT SURVEY CONTROL
 LW5534  ___________________________________________________________________
 LW5534* NAD 83(1996)-  41 34 42.44267(N)    071 32 40.11184(W)     ADJUSTED  
 LW5534* NAVD 88     -        63.1    (meters)     207.     (feet)  VERTCON   
 LW5534  ___________________________________________________________________
 LW5534  X           -   1,512,635.001 (meters)                     COMP
 LW5534  Y           -  -4,532,478.778 (meters)                     COMP
 LW5534  Z           -   4,210,716.370 (meters)                     COMP
 LW5534  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 LW5534  ELLIP HEIGHT-          32.99  (meters)          (06/13/02) GPS OBS
 LW5534  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LW5534
 LW5534  HORZ ORDER  -  THIRD
 LW5534  ELLP ORDER  -  FOURTH    CLASS II
 LW5534
 LW5534.The horizontal coordinates were established by GPS observations
 LW5534.and adjusted by the National Geodetic Survey in August 1998..
 LW5534
 LW5534.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5534
 LW5534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5534
 LW5534.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5534
 LW5534.The ellipsoidal height was determined by GPS observations
 LW5534.and is referenced to NAD 83.
 LW5534
 LW5534.The geoid height was determined by GEOID03.
 LW5534
 LW5534;                    North         East     Units Scale Factor Converg.
 LW5534;SPC RI       -    54,989.122    96,290.974   MT  0.99999392   -0 01 46.3
 LW5534;SPC RI       -   180,410.14    315,914.64   sFT  0.99999392   -0 01 46.3
 LW5534;UTM  19      - 4,606,101.358   287,879.100   MT  1.00015375   -1 41 21.3
 LW5534
 LW5534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5534!SPC RI       -   0.99999483  x   0.99999392  =   0.99998875
 LW5534!UTM  19      -   0.99999483  x   1.00015375  =   1.00014857
 LW5534
 LW5534                          SUPERSEDED SURVEY CONTROL
 LW5534
 LW5534  ELLIP H (08/17/98)   33.01   (m)                       GP(       ) 4 1
 LW5534  NAD 83(1996)-  41 34 42.44169(N)    071 32 40.11120(W) AD(       ) 3
 LW5534  NAD 83(1992)-  41 34 42.44125(N)    071 32 40.11108(W) AD(       ) 3
 LW5534  ELLIP H (01/17/96)   32.96   (m)                       GP(       ) 4 2
 LW5534  NAD 83(1992)-  41 34 42.44057(N)    071 32 40.11110(W) AD(       ) 3
 LW5534  NAD 83(1986)-  41 34 42.44049(N)    071 32 40.11075(W) AD(       ) 3
 LW5534  NGVD 29 (07/30/91)   63.4    (m)          208.     (f) GPS OBS        
 LW5534
 LW5534.Superseded values are not recommended for survey control.
 LW5534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5534.See file dsdata.txt to determine how the superseded data were derived.
 LW5534
 LW5534_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8787906101(NAD 83)
 LW5534_MARKER: DD = SURVEY DISK
 LW5534_SETTING: 80 = SET IN A BOULDER
 LW5534_SP_SET: PARTIALLY EXPOSED BOULDER
 LW5534_STAMPING: EX 008 1989
 LW5534_MARK LOGO: RIGS  
 LW5534_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5534+STABILITY: SURFACE MOTION
 LW5534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5534+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2005
 LW5534
 LW5534  HISTORY     - Date     Condition        Report By
 LW5534  HISTORY     - 1989     MONUMENTED       RIGS
 LW5534  HISTORY     - 19971001 GOOD             USPSQD
 LW5534  HISTORY     - 20051016 GOOD             USPSQD
 LW5534
 LW5534                          STATION DESCRIPTION
 LW5534
 LW5534'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5534'THE STATION IS LOCATED ABOUT 0.4 KM (0.25 MI) NORTHWEST OF EXETER
 LW5534'CENTER. OWNERSHIP--MR PAUL BAILEY, 293 C TEN ROD ROAD.
 LW5534'TO REACH FROM THE DIVERGENCE OF STATE HIGHWAY 102 AND STATE HIGHWAY 2
 LW5534'NEAR THE EXETER-NORTH KINGSTOWN LINE, GO WEST 2.4 KM (1.50 MI) ON
 LW5534'HIGHWAY 102 TO THE STATION ON THE RIGHT, ACROSS FROM THE EXETER GOLF
 LW5534'COURSE.
 LW5534'THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL HOLE IN A
 LW5534'PARTIALLY EXPOSED BOULDER OF 0.9 M (3.0 FT) LARGEST DIMENSION
 LW5534'PROJECTING 0.3 M (1.0 FT) ABOVE THE SURROUNDING AREA. IT IS 39.3 M
 LW5534'(128.9 FT) EAST FROM THE SOUTHEAST CORNER OF A BRICK FIRE STATION,
 LW5534'22.7 M (74.5 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 20.4 M
 LW5534'(66.9 FT) NORTH NORTHWEST FROM A METAL CATCH BASIN GRATE, 13.7 M
 LW5534'(44.9 FT) SOUTH FROM THE TOP OF SLOPE AND IS ABOUT 0.9 M (3.0 FT)
 LW5534'ABOVE THE LEVEL OF THE HIGHWAY.
 LW5534
 LW5534                          STATION RECOVERY (1997)
 LW5534
 LW5534'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5534'RECOVERED IN GOOD CONDITION.
 LW5534
 LW5534                          STATION RECOVERY (2005)
 LW5534
 LW5534'RECOVERY NOTE BY US POWER SQUADRON 2005 (TC)
 LW5534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5535 ***********************************************************************
 LW5535  DESIGNATION -  EX 009
 LW5535  PID         -  LW5535
 LW5535  STATE/COUNTY-  RI/WASHINGTON
 LW5535  USGS QUAD   -  SLOCUM (1975)
 LW5535
 LW5535                         *CURRENT SURVEY CONTROL
 LW5535  ___________________________________________________________________
 LW5535* NAD 83(1996)-  41 32 56.65606(N)    071 31 50.13905(W)     ADJUSTED  
 LW5535* NAVD 88     -        51.4    (meters)     169.     (feet)  VERTCON   
 LW5535  ___________________________________________________________________
 LW5535  X           -   1,514,416.229 (meters)                     COMP
 LW5535  Y           -  -4,534,157.571 (meters)                     COMP
 LW5535  Z           -   4,208,266.610 (meters)                     COMP
 LW5535  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 LW5535  ELLIP HEIGHT-          21.20  (meters)          (06/13/02) GPS OBS
 LW5535  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW5535
 LW5535  HORZ ORDER  -  THIRD
 LW5535  ELLP ORDER  -  FOURTH    CLASS II
 LW5535
 LW5535.The horizontal coordinates were established by GPS observations
 LW5535.and adjusted by the National Geodetic Survey in August 1998..
 LW5535
 LW5535.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5535
 LW5535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5535
 LW5535.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5535
 LW5535.The ellipsoidal height was determined by GPS observations
 LW5535.and is referenced to NAD 83.
 LW5535
 LW5535.The geoid height was determined by GEOID03.
 LW5535
 LW5535;                    North         East     Units Scale Factor Converg.
 LW5535;SPC RI       -    51,724.980    97,447.448   MT  0.99999383   -0 01 13.1
 LW5535;SPC RI       -   169,701.04    319,708.84   sFT  0.99999383   -0 01 13.1
 LW5535;UTM  19      - 4,602,804.581   288,940.741   MT  1.00014822   -1 40 44.6
 LW5535
 LW5535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5535!SPC RI       -   0.99999667  x   0.99999383  =   0.99999050
 LW5535!UTM  19      -   0.99999667  x   1.00014822  =   1.00014489
 LW5535
 LW5535                          SUPERSEDED SURVEY CONTROL
 LW5535
 LW5535  ELLIP H (08/17/98)   21.22   (m)                       GP(       ) 4 1
 LW5535  NAD 83(1996)-  41 32 56.65510(N)    071 31 50.13838(W) AD(       ) 3
 LW5535  NAD 83(1992)-  41 32 56.65464(N)    071 31 50.13828(W) AD(       ) 3
 LW5535  ELLIP H (01/17/96)   21.17   (m)                       GP(       ) 4 2
 LW5535  NAD 83(1992)-  41 32 56.65395(N)    071 31 50.13830(W) AD(       ) 3
 LW5535  NAD 83(1986)-  41 32 56.65387(N)    071 31 50.13794(W) AD(       ) 3
 LW5535  NGVD 29 (07/30/91)   51.6    (m)          169.     (f) GPS OBS        
 LW5535
 LW5535.Superseded values are not recommended for survey control.
 LW5535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5535.See file dsdata.txt to determine how the superseded data were derived.
 LW5535
 LW5535_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8894102805(NAD 83)
 LW5535_MARKER: DD = SURVEY DISK
 LW5535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5535_SP_SET: CONCRETE POST
 LW5535_STAMPING: EX 009 1989
 LW5535_MARK LOGO: RIGS  
 LW5535_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5535+STABILITY: SURFACE MOTION
 LW5535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5535+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5535
 LW5535  HISTORY     - Date     Condition        Report By
 LW5535  HISTORY     - 1989     MONUMENTED       RIGS
 LW5535  HISTORY     - 19971001 GOOD             USPSQD
 LW5535
 LW5535                          STATION DESCRIPTION
 LW5535
 LW5535'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5535'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH SOUTHEAST OF
 LW5535'EXETER CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5535'SURVEY, 401 277-2814.
 LW5535'TO REACH FROM THE DIVERGENCE OF STATE HIGHWAY 102 AND STATE HIGHWAY 2
 LW5535'NEAR THE EXETER/NORTH KINGSTOWN LINE, GO SOUTH 3.45 KM (2.15 MI) ON
 LW5535'HIGHWAY 2 TO THE STATION ON THE LEFT ACROSS FROM HISTORICAL CEMETERY
 LW5535'28. THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5535'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 8 CM BELOW THE GROUND. IT
 LW5535'IS 52.7 M (172.9 FT) EAST NORTHEAST FROM NECO POLE 1793/106, 38.8 M
 LW5535'(127.3 FT) SOUTHWEST FROM NECO POLE 1792/108, 10.9 M (35.8 FT)
 LW5535'SOUTHEAST FROM THE CENTER OF THE HIGHWAY, 1.5 M (4.9 FT) SOUTH FROM A
 LW5535'FIBERGLASS WITNESS POST AND LEVEL WITH THE HIGHWAY.
 LW5535
 LW5535                          STATION RECOVERY (1997)
 LW5535
 LW5535'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5536 ***********************************************************************
 LW5536  DESIGNATION -  EX 010
 LW5536  PID         -  LW5536
 LW5536  STATE/COUNTY-  RI/WASHINGTON
 LW5536  USGS QUAD   -  SLOCUM (1975)
 LW5536
 LW5536                         *CURRENT SURVEY CONTROL
 LW5536  ___________________________________________________________________
 LW5536* NAD 83(1996)-  41 32 26.85711(N)    071 32 13.51009(W)     ADJUSTED  
 LW5536* NAVD 88     -        60.1    (meters)     197.     (feet)  VERTCON   
 LW5536  ___________________________________________________________________
 LW5536  X           -   1,514,097.634 (meters)                     COMP
 LW5536  Y           -  -4,534,913.668 (meters)                     COMP
 LW5536  Z           -   4,207,584.341 (meters)                     COMP
 LW5536  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 LW5536  ELLIP HEIGHT-          29.94  (meters)          (06/13/02) GPS OBS
 LW5536  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LW5536
 LW5536  HORZ ORDER  -  THIRD
 LW5536  ELLP ORDER  -  FOURTH    CLASS II
 LW5536
 LW5536.The horizontal coordinates were established by GPS observations
 LW5536.and adjusted by the National Geodetic Survey in August 1998..
 LW5536
 LW5536.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5536
 LW5536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5536
 LW5536.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5536
 LW5536.The ellipsoidal height was determined by GPS observations
 LW5536.and is referenced to NAD 83.
 LW5536
 LW5536.The geoid height was determined by GEOID03.
 LW5536
 LW5536;                    North         East     Units Scale Factor Converg.
 LW5536;SPC RI       -    50,805.864    96,905.413   MT  0.99999387   -0 01 28.5
 LW5536;SPC RI       -   166,685.57    317,930.51   sFT  0.99999387   -0 01 28.5
 LW5536;UTM  19      - 4,601,901.397   288,372.241   MT  1.00015118   -1 40 59.2
 LW5536
 LW5536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5536!SPC RI       -   0.99999530  x   0.99999387  =   0.99998917
 LW5536!UTM  19      -   0.99999530  x   1.00015118  =   1.00014648
 LW5536
 LW5536                          SUPERSEDED SURVEY CONTROL
 LW5536
 LW5536  ELLIP H (08/17/98)   29.96   (m)                       GP(       ) 4 1
 LW5536  NAD 83(1996)-  41 32 26.85614(N)    071 32 13.50942(W) AD(       ) 3
 LW5536  NAD 83(1992)-  41 32 26.85568(N)    071 32 13.50933(W) AD(       ) 3
 LW5536  ELLIP H (01/17/96)   29.91   (m)                       GP(       ) 4 2
 LW5536  NAD 83(1992)-  41 32 26.85499(N)    071 32 13.50936(W) AD(       ) 3
 LW5536  NAD 83(1986)-  41 32 26.85491(N)    071 32 13.50902(W) AD(       ) 3
 LW5536  NGVD 29 (07/30/91)   60.4    (m)          198.     (f) GPS OBS        
 LW5536
 LW5536.Superseded values are not recommended for survey control.
 LW5536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5536.See file dsdata.txt to determine how the superseded data were derived.
 LW5536
 LW5536_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8837201901(NAD 83)
 LW5536_MARKER: DD = SURVEY DISK
 LW5536_SETTING: 66 = SET IN ROCK OUTCROP
 LW5536_SP_SET: ROCK LEDGE
 LW5536_STAMPING: EX 010 1989
 LW5536_MARK LOGO: RIGS  
 LW5536_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5536+STABILITY: POSITION/ELEVATION WELL
 LW5536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5536+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 LW5536
 LW5536  HISTORY     - Date     Condition        Report By
 LW5536  HISTORY     - 1989     MONUMENTED       RIGS
 LW5536  HISTORY     - 19971001 GOOD             USPSQD
 LW5536  HISTORY     - 20011017 GOOD             USPSQD
 LW5536  HISTORY     - 20040419 GOOD             USPSQD
 LW5536
 LW5536                          STATION DESCRIPTION
 LW5536
 LW5536'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5536'THE STATION IS LOCATED ABOUT 4.16 KM (2.60 MI) SOUTH OF EXETER CENTER.
 LW5536'OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY, 401
 LW5536'277-2814.
 LW5536'TO REACH FROM THE DIVERGENCE OF STATE HIGHWAYS 102 AND 2, GO SOUTH
 LW5536'4.56 KM (2.85 MI) ON STATE HIGHWAY 2 TO THE STATION ON THE LEFT.
 LW5536'THE STATION IS A STANDARD RIGS DISK SET INTO A ROCK LEDGE OUTCROP 34.0
 LW5536'M (111.5 FT) LONG. IT IS 19.25 M (63.2 FT) SOUTHEAST FROM THE
 LW5536'CENTERLINE OF HIGHWAY 2, 14.93 M (49.0 FT) EAST FROM A POLE NET+T 1676
 LW5536'1/2/NECO 85, 4.0 M (13.1 FT) SOUTHEAST FROM THE WEST FACE OF A LEDGE
 LW5536'OUTCROP, 4.0 M (13.1 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST AND
 LW5536'IS 5.0 M (16.4 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LW5536
 LW5536                          STATION RECOVERY (1997)
 LW5536
 LW5536'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5536'RECOVERED IN GOOD CONDITION.
 LW5536
 LW5536                          STATION RECOVERY (2001)
 LW5536
 LW5536'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW5536'RECOVERED IN GOOD CONDITION.
 LW5536
 LW5536                          STATION RECOVERY (2004)
 LW5536
 LW5536'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW5536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5537 ***********************************************************************
 LW5537  DESIGNATION -  EX 011
 LW5537  PID         -  LW5537
 LW5537  STATE/COUNTY-  RI/WASHINGTON
 LW5537  USGS QUAD   -  HOPE VALLEY (1975)
 LW5537
 LW5537                         *CURRENT SURVEY CONTROL
 LW5537  ___________________________________________________________________
 LW5537* NAD 83(1996)-  41 34 41.62733(N)    071 39 22.28518(W)     ADJUSTED  
 LW5537* NAVD 88     -       161.19   (+/-2cm)     528.8    (feet)  VERTCON   
 LW5537  ___________________________________________________________________
 LW5537  X           -   1,503,823.055 (meters)                     COMP
 LW5537  Y           -  -4,535,504.870 (meters)                     COMP
 LW5537  Z           -   4,210,762.550 (meters)                     COMP
 LW5537  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 LW5537  ELLIP HEIGHT-         130.93  (meters)          (06/13/02) GPS OBS
 LW5537  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW5537
 LW5537  HORZ ORDER  -  THIRD
 LW5537  VERT ORDER  -  THIRD ? (See Below)
 LW5537  ELLP ORDER  -  FOURTH    CLASS II
 LW5537
 LW5537.The horizontal coordinates were established by GPS observations
 LW5537.and adjusted by the National Geodetic Survey in August 1998..
 LW5537
 LW5537.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5537.The vertical order pertains to the NGVD 29 superseded value.
 LW5537
 LW5537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5537
 LW5537.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5537
 LW5537.The ellipsoidal height was determined by GPS observations
 LW5537.and is referenced to NAD 83.
 LW5537
 LW5537.The geoid height was determined by GEOID03.
 LW5537
 LW5537;                    North         East     Units Scale Factor Converg.
 LW5537;SPC RI       -    54,974.794    86,974.492   MT  0.99999584   -0 06 13.2
 LW5537;SPC RI       -   180,363.14    285,348.81   sFT  0.99999584   -0 06 13.2
 LW5537;UTM  19      - 4,606,356.931   278,564.401   MT  1.00020345   -1 45 48.5
 LW5537
 LW5537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5537!SPC RI       -   0.99997946  x   0.99999584  =   0.99997530
 LW5537!UTM  19      -   0.99997946  x   1.00020345  =   1.00018291
 LW5537
 LW5537:                Primary Azimuth Mark                     Grid Az
 LW5537:SPC RI       -  EX 012                                   268 18 54.3
 LW5537:UTM  19      -  EX 012                                   269 58 29.6
 LW5537
 LW5537|---------------------------------------------------------------------|
 LW5537| PID    Reference Object                     Distance      Geod. Az  |
 LW5537|                                                           dddmmss.s |
 LW5537| LW5538 EX 012                              APPROX. 1.1 KM 2681241.1 |
 LW5537|---------------------------------------------------------------------|
 LW5537
 LW5537                          SUPERSEDED SURVEY CONTROL
 LW5537
 LW5537  ELLIP H (08/17/98)  130.95   (m)                       GP(       ) 4 1
 LW5537  NAD 83(1992)-  41 34 41.62602(N)    071 39 22.28441(W) AD(       ) 3
 LW5537  ELLIP H (01/17/96)  130.90   (m)                       GP(       ) 4 2
 LW5537  NAD 83(1986)-  41 34 41.62556(N)    071 39 22.28476(W) AD(       ) 3
 LW5537  NGVD 29 (07/30/91)  161.45   (m)          529.7    (f) LEVELING    3  
 LW5537
 LW5537.Superseded values are not recommended for survey control.
 LW5537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5537.See file dsdata.txt to determine how the superseded data were derived.
 LW5537
 LW5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7856406357(NAD 83)
 LW5537_MARKER: DD = SURVEY DISK
 LW5537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5537_SP_SET: CONCRETE POST
 LW5537_STAMPING: EX 011 1989
 LW5537_MARK LOGO: RIGS  
 LW5537_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5537+STABILITY: SURFACE MOTION
 LW5537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5537+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5537
 LW5537  HISTORY     - Date     Condition        Report By
 LW5537  HISTORY     - 1989     MONUMENTED       RIGS
 LW5537  HISTORY     - 19971001 GOOD             USPSQD
 LW5537  HISTORY     - 20031224 GOOD             INDIV
 LW5537
 LW5537                          STATION DESCRIPTION
 LW5537
 LW5537'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5537'THE STATION IS LOCATED ABOUT 2.25 KM (1.40 MI) EAST OF MILLVILLE
 LW5537'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY,
 LW5537'401 277-2814.
 LW5537'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 3 AND STATE HIGHWAY
 LW5537'165, TEN ROD ROAD, GO WEST 0.15 KM (0.10 MI) ON HIGHWAY 165 TO THE
 LW5537'STATION ON THE RIGHT.
 LW5537'THE STATION IS A STANDARD RIGS DISK INTO THE TOP OF A ROUND CONCRETE
 LW5537'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 12.6 M
 LW5537'(41.3 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 11.2 M (36.7 FT) WEST
 LW5537'FROM THE CENTER OF SHORT ROAD, 10.15 M (33.3 FT) SOUTHWEST FROM NET+T
 LW5537'POLE 7, 8.5 M (27.9 FT) EAST NORTHEAST FROM A DRAINAGE PIPE, 1.25 M
 LW5537'(4.1 FT) SOUTH SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5537
 LW5537                          STATION RECOVERY (1997)
 LW5537
 LW5537'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5537'RECOVERED IN GOOD CONDITION.
 LW5537
 LW5537                          STATION RECOVERY (2003)
 LW5537
 LW5537'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LW5537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5538 ***********************************************************************
 LW5538  DESIGNATION -  EX 012
 LW5538  PID         -  LW5538
 LW5538  STATE/COUNTY-  RI/WASHINGTON
 LW5538  USGS QUAD   -  HOPE VALLEY (1975)
 LW5538
 LW5538                         *CURRENT SURVEY CONTROL
 LW5538  ___________________________________________________________________
 LW5538* NAD 83(1996)-  41 34 40.55532(N)    071 40 07.89754(W)     ADJUSTED  
 LW5538* NAVD 88     -       120.49   (+/-2cm)     395.3    (feet)  VERTCON   
 LW5538  ___________________________________________________________________
 LW5538  X           -   1,502,817.387 (meters)                     COMP
 LW5538  Y           -  -4,535,829.242 (meters)                     COMP
 LW5538  Z           -   4,210,710.799 (meters)                     COMP
 LW5538  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 LW5538  ELLIP HEIGHT-          90.23  (meters)          (06/13/02) GPS OBS
 LW5538  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LW5538
 LW5538  HORZ ORDER  -  THIRD
 LW5538  VERT ORDER  -  THIRD ? (See Below)
 LW5538  ELLP ORDER  -  FOURTH    CLASS II
 LW5538
 LW5538.The horizontal coordinates were established by GPS observations
 LW5538.and adjusted by the National Geodetic Survey in August 1998..
 LW5538
 LW5538.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5538.The vertical order pertains to the NGVD 29 superseded value.
 LW5538
 LW5538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5538
 LW5538.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5538
 LW5538.The ellipsoidal height was determined by GPS observations
 LW5538.and is referenced to NAD 83.
 LW5538
 LW5538.The geoid height was determined by GEOID03.
 LW5538
 LW5538;                    North         East     Units Scale Factor Converg.
 LW5538;SPC RI       -    54,943.711    85,917.803   MT  0.99999619   -0 06 43.4
 LW5538;SPC RI       -   180,261.16    281,881.99   sFT  0.99999619   -0 06 43.4
 LW5538;UTM  19      - 4,606,356.468   277,507.032   MT  1.00020923   -1 46 18.8
 LW5538
 LW5538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5538!SPC RI       -   0.99998585  x   0.99999619  =   0.99998204
 LW5538!UTM  19      -   0.99998585  x   1.00020923  =   1.00019507
 LW5538
 LW5538:                Primary Azimuth Mark                     Grid Az
 LW5538:SPC RI       -  EX 011                                   088 18 54.2
 LW5538:UTM  19      -  EX 011                                   089 58 29.6
 LW5538
 LW5538|---------------------------------------------------------------------|
 LW5538| PID    Reference Object                     Distance      Geod. Az  |
 LW5538|                                                           dddmmss.s |
 LW5538| LW5537 EX 011                              APPROX. 1.1 KM 0881210.8 |
 LW5538|---------------------------------------------------------------------|
 LW5538
 LW5538                          SUPERSEDED SURVEY CONTROL
 LW5538
 LW5538  ELLIP H (08/17/98)   90.25   (m)                       GP(       ) 4 1
 LW5538  NAD 83(1992)-  41 34 40.55401(N)    071 40 07.89678(W) AD(       ) 3
 LW5538  ELLIP H (01/17/96)   90.20   (m)                       GP(       ) 4 2
 LW5538  NAD 83(1986)-  41 34 40.55355(N)    071 40 07.89713(W) AD(       ) 3
 LW5538  NGVD 29 (07/30/91)  120.75   (m)          396.2    (f) LEVELING    3  
 LW5538
 LW5538.Superseded values are not recommended for survey control.
 LW5538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5538.See file dsdata.txt to determine how the superseded data were derived.
 LW5538
 LW5538_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7750706356(NAD 83)
 LW5538_MARKER: DD = SURVEY DISK
 LW5538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5538_SP_SET: CONCRETE POST
 LW5538_STAMPING: EX 012 1989
 LW5538_MARK LOGO: RIGS  
 LW5538_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5538+STABILITY: SURFACE MOTION
 LW5538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5538+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5538
 LW5538  HISTORY     - Date     Condition        Report By
 LW5538  HISTORY     - 1989     MONUMENTED       RIGS
 LW5538  HISTORY     - 20020710 GOOD             USPS
 LW5538  HISTORY     - 20031224 GOOD             INDIV
 LW5538
 LW5538                          STATION DESCRIPTION
 LW5538
 LW5538'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5538'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) EAST OF MILLVILLE
 LW5538'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY,
 LW5538'401 277-2814
 LW5538'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 3 AND STATE HIGHWAY
 LW5538'165, TEN ROD ROAD, GO WEST 1.3 KM (0.80 MI) ON HIGHWAY 165 TO THE
 LW5538'STATION ON THE RIGHT.
 LW5538'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5538'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 23.35
 LW5538'M (76.6 FT) NORTHWEST FROM POLE NET+T 539/NE CO 303, 17.5 M (57.4 FT)
 LW5538'EAST FROM THE CENTER OF THE WEST DRIVE FOR THE COUNTRY CHRISTMAS
 LW5538'STORE, 8.23 M (27.0 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 0.92 M
 LW5538'(3.0 FT) SOUTH FROM THE CENTER OF A STONE WALL, 0.57 M (1.9 FT) SOUTH
 LW5538'FROM A FIBERGLASS WITNESS POST AND LEVEL WITH THE HIGHWAY.
 LW5538
 LW5538                          STATION RECOVERY (2002)
 LW5538
 LW5538'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW5538'RECOVERED IN GOOD CONDITION.
 LW5538
 LW5538                          STATION RECOVERY (2003)
 LW5538
 LW5538'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LW5538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5539 ***********************************************************************
 LW5539  DESIGNATION -  EX 013
 LW5539  PID         -  LW5539
 LW5539  STATE/COUNTY-  RI/WASHINGTON
 LW5539  USGS QUAD   -  HOPE VALLEY (1975)
 LW5539
 LW5539                         *CURRENT SURVEY CONTROL
 LW5539  ___________________________________________________________________
 LW5539* NAD 83(1996)-  41 34 29.70230(N)    071 44 28.10674(W)     ADJUSTED  
 LW5539* NAVD 88     -        84.07   (+/-2cm)     275.8    (feet)  VERTCON   
 LW5539  ___________________________________________________________________
 LW5539  X           -   1,497,155.184 (meters)                     COMP
 LW5539  Y           -  -4,537,906.601 (meters)                     COMP
 LW5539  Z           -   4,210,436.130 (meters)                     COMP
 LW5539  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 LW5539  ELLIP HEIGHT-          53.78  (meters)          (06/13/02) GPS OBS
 LW5539  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LW5539
 LW5539  HORZ ORDER  -  THIRD
 LW5539  VERT ORDER  -  THIRD ? (See Below)
 LW5539  ELLP ORDER  -  FOURTH    CLASS II
 LW5539
 LW5539.The horizontal coordinates were established by GPS observations
 LW5539.and adjusted by the National Geodetic Survey in August 1998..
 LW5539
 LW5539.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5539.The vertical order pertains to the NGVD 29 superseded value.
 LW5539
 LW5539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5539
 LW5539.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5539
 LW5539.The ellipsoidal height was determined by GPS observations
 LW5539.and is referenced to NAD 83.
 LW5539
 LW5539.The geoid height was determined by GEOID03.
 LW5539
 LW5539;                    North         East     Units Scale Factor Converg.
 LW5539;SPC RI       -    54,623.194    79,889.010   MT  0.99999873   -0 09 36.1
 LW5539;SPC RI       -   179,209.60    262,102.53   sFT  0.99999873   -0 09 36.1
 LW5539;SPC CT       -   235,250.718   388,936.031   MT  0.99998340   +0 40 08.2
 LW5539;SPC CT       -   771,818.40  1,276,034.30   sFT  0.99998340   +0 40 08.2
 LW5539;UTM  19      - 4,606,210.676   271,470.106   MT  1.00024275   -1 49 11.3
 LW5539
 LW5539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5539!SPC RI       -   0.99999156  x   0.99999873  =   0.99999029
 LW5539!SPC CT       -   0.99999156  x   0.99998340  =   0.99997496
 LW5539!UTM  19      -   0.99999156  x   1.00024275  =   1.00023431
 LW5539
 LW5539                          SUPERSEDED SURVEY CONTROL
 LW5539
 LW5539  ELLIP H (08/17/98)   53.80   (m)                       GP(       ) 4 1
 LW5539  NAD 83(1992)-  41 34 29.70108(N)    071 44 28.10591(W) AD(       ) 3
 LW5539  ELLIP H (01/17/96)   53.75   (m)                       GP(       ) 4 2
 LW5539  NAD 83(1986)-  41 34 29.70068(N)    071 44 28.10630(W) AD(       ) 3
 LW5539  NGVD 29 (07/30/91)   84.33   (m)          276.7    (f) LEVELING    3  
 LW5539
 LW5539.Superseded values are not recommended for survey control.
 LW5539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5539.See file dsdata.txt to determine how the superseded data were derived.
 LW5539
 LW5539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7147006211(NAD 83)
 LW5539_MARKER: DD = SURVEY DISK
 LW5539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5539_SP_SET: CONCRETE POST
 LW5539_STAMPING: EX 013 1989
 LW5539_MARK LOGO: RIGS  
 LW5539_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5539+STABILITY: SURFACE MOTION
 LW5539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5539+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW5539
 LW5539  HISTORY     - Date     Condition        Report By
 LW5539  HISTORY     - 1989     MONUMENTED       RIGS
 LW5539  HISTORY     - 20020710 GOOD             USPS
 LW5539  HISTORY     - 20031230 GOOD             INDIV
 LW5539  HISTORY     - 20060703 GOOD             USPSQD
 LW5539
 LW5539                          STATION DESCRIPTION
 LW5539
 LW5539'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5539'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST OF MILLVILLE
 LW5539'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY,
 LW5539'401 277-2814.
 LW5539'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 3 AND STATE HIGHWAY
 LW5539'165, TEN ROD ROAD, GO WEST 7.3 KM (4.55 MI) ON HIGHWAY 165 TO THE
 LW5539'STATION ON THE LEFT.
 LW5539'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5539'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 28.3
 LW5539'M (92.8 FT) EAST SOUTHEAST FROM NET+T POLE 453, 19.1 M (62.7 FT) WEST
 LW5539'FROM NET+T POLE 452, 10.0 M (32.8 FT) SOUTH SOUTHWEST FROM THE CENTER
 LW5539'OF THE HIGHWAY, 3.0 M (9.8 FT) NORTHWEST FROM A FIBERGLASS WITNESS
 LW5539'POST AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LW5539
 LW5539                          STATION RECOVERY (2002)
 LW5539
 LW5539'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW5539'RECOVERED IN GOOD CONDITION.
 LW5539
 LW5539                          STATION RECOVERY (2003)
 LW5539
 LW5539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LW5539'RECOVERED IN GOOD CONDITION.
 LW5539
 LW5539                          STATION RECOVERY (2006)
 LW5539
 LW5539'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW5539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5540 ***********************************************************************
 LW5540  DESIGNATION -  EX 015
 LW5540  PID         -  LW5540
 LW5540  STATE/COUNTY-  RI/WASHINGTON
 LW5540  USGS QUAD   -  SLOCUM (1975)
 LW5540
 LW5540                         *CURRENT SURVEY CONTROL
 LW5540  ___________________________________________________________________
 LW5540* NAD 83(1996)-  41 33 21.61987(N)    071 31 09.45149(W)     ADJUSTED  
 LW5540* NAVD 88     -        61.4    (meters)     201.     (feet)  VERTCON   
 LW5540  ___________________________________________________________________
 LW5540  X           -   1,515,151.047 (meters)                     COMP
 LW5540  Y           -  -4,533,381.356 (meters)                     COMP
 LW5540  Z           -   4,208,849.617 (meters)                     COMP
 LW5540  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 LW5540  ELLIP HEIGHT-          31.23  (meters)          (06/13/02) GPS OBS
 LW5540  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW5540
 LW5540  HORZ ORDER  -  THIRD
 LW5540  ELLP ORDER  -  FOURTH    CLASS II
 LW5540
 LW5540.The horizontal coordinates were established by GPS observations
 LW5540.and adjusted by the National Geodetic Survey in August 1998..
 LW5540
 LW5540.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5540
 LW5540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5540
 LW5540.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5540
 LW5540.The ellipsoidal height was determined by GPS observations
 LW5540.and is referenced to NAD 83.
 LW5540
 LW5540.The geoid height was determined by GEOID03.
 LW5540
 LW5540;                    North         East     Units Scale Factor Converg.
 LW5540;SPC RI       -    52,494.868    98,390.584   MT  0.99999378   -0 00 46.1
 LW5540;SPC RI       -   172,226.91    322,803.11   sFT  0.99999378   -0 00 46.1
 LW5540;UTM  19      - 4,603,546.956   289,905.916   MT  1.00014322   -1 40 18.4
 LW5540
 LW5540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5540!SPC RI       -   0.99999510  x   0.99999378  =   0.99998888
 LW5540!UTM  19      -   0.99999510  x   1.00014322  =   1.00013832
 LW5540
 LW5540                          SUPERSEDED SURVEY CONTROL
 LW5540
 LW5540  ELLIP H (08/17/98)   31.26   (m)                       GP(       ) 4 1
 LW5540  NAD 83(1996)-  41 33 21.61891(N)    071 31 09.45082(W) AD(       ) 3
 LW5540  NAD 83(1992)-  41 33 21.61844(N)    071 31 09.45073(W) AD(       ) 3
 LW5540  ELLIP H (01/17/96)   31.21   (m)                       GP(       ) 4 2
 LW5540  NAD 83(1992)-  41 33 21.61776(N)    071 31 09.45074(W) AD(       ) 3
 LW5540  NAD 83(1986)-  41 33 21.61768(N)    071 31 09.45036(W) AD(       ) 3
 LW5540  NGVD 29 (07/30/91)   61.7    (m)          202.     (f) GPS OBS        
 LW5540
 LW5540.Superseded values are not recommended for survey control.
 LW5540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5540.See file dsdata.txt to determine how the superseded data were derived.
 LW5540
 LW5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8990603547(NAD 83)
 LW5540_MARKER: DD = SURVEY DISK
 LW5540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5540_SP_SET: CONCRETE POST
 LW5540_STAMPING: EX 015 1989
 LW5540_MARK LOGO: RIGS  
 LW5540_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5540+STABILITY: SURFACE MOTION
 LW5540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5540+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 LW5540
 LW5540  HISTORY     - Date     Condition        Report By
 LW5540  HISTORY     - 1989     MONUMENTED       RIGS
 LW5540  HISTORY     - 19971001 GOOD             USPSQD
 LW5540  HISTORY     - 20011017 GOOD             USPSQD
 LW5540  HISTORY     - 20040419 GOOD             USPSQD
 LW5540  HISTORY     - 20051113 GOOD             USPSQD
 LW5540
 LW5540                          STATION DESCRIPTION
 LW5540
 LW5540'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5540'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) SOUTHEAST OF EXETER
 LW5540'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY.
 LW5540'401 277-2814.
 LW5540'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 102 AND 2 NEAR THE
 LW5540'EXETER/NORTH KINGSTOWN TOWN LINE, GO SOUTH 2.32 KM (1.45 MI) ON
 LW5540'HIGHWAY 2 TO THE STATION ON THE LEFT IN THE NORTHEAST CORNER OF A
 LW5540'GRASS AREA IN FRONT OF THE NORTH KINGSTOWN VETERANS CLUB.
 LW5540'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5540'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 25.75
 LW5540'M (84.5 FT) NORTHEAST OF A FLAG POLE, 19.70 M (64.6 FT) SOUTHWEST OF A
 LW5540'UTILITY POLE NET+T 454 AND NEC 134, 14.77 M (48.5 FT) SOUTHEAST OF THE
 LW5540'CENTERLINE OF HIGHWAY 2, 12.82 M (42.1 FT) SOUTH SOUTHWEST OF THE
 LW5540'NORTH DRIVEWAY ENTRANCE TO A VFW POST, 1.30 M (4.3 FT) SOUTHEAST FROM
 LW5540'A FIBERGLASS WITNESS POST.
 LW5540
 LW5540                          STATION RECOVERY (1997)
 LW5540
 LW5540'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5540'RECOVERED IN GOOD CONDITION.
 LW5540
 LW5540                          STATION RECOVERY (2001)
 LW5540
 LW5540'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW5540'RECOVERED IN GOOD CONDITION.
 LW5540
 LW5540                          STATION RECOVERY (2004)
 LW5540
 LW5540'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW5540'RECOVERED IN GOOD CONDITION.
 LW5540
 LW5540                          STATION RECOVERY (2005)
 LW5540
 LW5540'RECOVERY NOTE BY US POWER SQUADRON 2005 (TC)
 LW5540'WITNESS POST IS SPLIT BUT STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1388 ***********************************************************************
 LW1388  DESIGNATION -  EXETER
 LW1388  PID         -  LW1388
 LW1388  STATE/COUNTY-  RI/WASHINGTON
 LW1388  USGS QUAD   -  SLOCUM (1975)
 LW1388
 LW1388                         *CURRENT SURVEY CONTROL
 LW1388  ___________________________________________________________________
 LW1388* NAD 83(1996)-  41 34 32.42151(N)    071 31 05.93487(W)     ADJUSTED  
 LW1388* NAVD 88     -        68.957  (meters)     226.24   (feet)  ADJUSTED  
 LW1388  ___________________________________________________________________
 LW1388  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 LW1388  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW1388  DYNAMIC HT  -          68.933 (meters)     226.16  (feet)  COMP
 LW1388  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LW1388
 LW1388  HORZ ORDER  -  FIRST
 LW1388  VERT ORDER  -  SECOND    CLASS 0
 LW1388
 LW1388.The horizontal coordinates were established by classical geodetic methods
 LW1388.and adjusted by the National Geodetic Survey in August 1998..
 LW1388
 LW1388.The orthometric height was determined by differential leveling
 LW1388.and adjusted by the National Geodetic Survey in June 1991..
 LW1388
 LW1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1388
 LW1388.The geoid height was determined by GEOID03.
 LW1388
 LW1388.The dynamic height is computed by dividing the NAVD 88
 LW1388.geopotential number by the normal gravity value computed on the
 LW1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1388.degrees latitude (g = 980.6199 gals.).
 LW1388
 LW1388.The modeled gravity was interpolated from observed gravity values.
 LW1388
 LW1388;                    North         East     Units Scale Factor Converg.
 LW1388;SPC RI       -    54,679.163    98,472.539   MT  0.99999378   -0 00 43.8
 LW1388;SPC RI       -   179,393.22    323,071.99   sFT  0.99999378   -0 00 43.8
 LW1388;UTM  19      - 4,605,728.287   290,051.107   MT  1.00014247   -1 40 18.4
 LW1388
 LW1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1388!SPC RI       -   0.99999391  x   0.99999378  =   0.99998769
 LW1388!UTM  19      -   0.99999391  x   1.00014247  =   1.00013638
 LW1388
 LW1388:                Primary Azimuth Mark                     Grid Az
 LW1388:SPC RI       -  FRENCHTOWN BOSTITCH MFG CO TK            015 55 13.2
 LW1388:UTM  19      -  FRENCHTOWN BOSTITCH MFG CO TK            017 34 47.8
 LW1388
 LW1388|---------------------------------------------------------------------|
 LW1388| PID    Reference Object                     Distance      Geod. Az  |
 LW1388|                                                           dddmmss.s |
 LW1388| LW2540 FRENCHTOWN BOSTITCH MFG CO TK       APPROX. 6.4 KM 0155429.4 |
 LW1388| LW1387 EXETER RM 1                          25.633 METERS 04224     |
 LW1388| LW2481 LAFAYETTE CHRIST CH SPIRE           APPROX. 2.8 KM 0934559.9 |
 LW1388| CB7683 EXETER AZ MK                                       1522421.3 |
 LW1388| LW3524 EXETER LADD STATE SCHOOL TANK       APPROX. 3.3 KM 2222928.4 |
 LW1388| LW1389 EXETER RM 2                          35.486 METERS 30151     |
 LW1388|---------------------------------------------------------------------|
 LW1388
 LW1388                          SUPERSEDED SURVEY CONTROL
 LW1388
 LW1388  NAD 83(1996)-  41 34 32.42055(N)    071 31 05.93421(W) AD(       ) 1
 LW1388  NAD 83(1992)-  41 34 32.42008(N)    071 31 05.93411(W) AD(       ) 1
 LW1388  NAD 83(1992)-  41 34 32.41940(N)    071 31 05.93409(W) AD(       ) 1
 LW1388  NAD 83(1986)-  41 34 32.41931(N)    071 31 05.93395(W) AD(       ) 1
 LW1388  NAD 27      -  41 34 32.05510(N)    071 31 07.71842(W) AD(       ) 1
 LW1388  NGVD 29 (??/??/92)   69.226  (m)          227.12   (f) ADJ UNCH    2 0
 LW1388
 LW1388.Superseded values are not recommended for survey control.
 LW1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1388.See file dsdata.txt to determine how the superseded data were derived.
 LW1388
 LW1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9005105728(NAD 83)
 LW1388_MARKER: DS = TRIANGULATION STATION DISK
 LW1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1388_SP_SET: CONCRETE POST
 LW1388_STAMPING: EXETER 1969
 LW1388_MARK LOGO: CGS   
 LW1388_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1388+STABILITY: SURFACE MOTION
 LW1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1388+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2005
 LW1388
 LW1388  HISTORY     - Date     Condition        Report By
 LW1388  HISTORY     - 1969     MONUMENTED       CGS
 LW1388  HISTORY     - 1969     GOOD             CGS
 LW1388  HISTORY     - 1988     GOOD             USPSQD
 LW1388  HISTORY     - 19890707 GOOD             RIGS
 LW1388  HISTORY     - 19901121 GOOD             USPSQD
 LW1388  HISTORY     - 19980921 GOOD             USPSQD
 LW1388  HISTORY     - 20051016 GOOD             USPSQD
 LW1388
 LW1388                          STATION DESCRIPTION
 LW1388
 LW1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW1388'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF NEWPORT,
 LW1388'7 MILES SOUTHWEST OF EAST GREENWICH, 3-1/4 MILES WEST OF
 LW1388'WICKFORD, ON THE EAST EDGE OF THE COMMUNITY OF EXETER,
 LW1388'0.1 MILE WEST OF THE INTERSECTION OF STATE HIGHWAYS 2 AND
 LW1388'102 AND ON THE SOUTH SIDE OF STATE HIGHWAY 102 IN A
 LW1388'ROADSIDE PARK ON PROPERTY OWNED BY THE STATE OF RHODE
 LW1388'ISLAND.
 LW1388'
 LW1388'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 LW1388'HIGHWAY 102 AT THE WEST EDGE OF WICKFORD, GO WEST AND
 LW1388'NORTHWEST ON STATE HIGHWAY 102 FOR 2.3 MILES TO THE JUNCTION
 LW1388'OF STATE HIGHWAYS 2, 4 AND 102 (AT A TRAFFIC CIRCLE).  CONTINUE
 LW1388'WESTERLY ON STATE HIGHWAYS 2 AND 102 FOR 1.0 MILE TO A TRAFFIC
 LW1388'CIRCLE.  CONTINUE WEST ON STATE HIGHWAY 102 FOR 0.1 MILE TO A
 LW1388'ROADSIDE PARK AND STATION ON LEFT AS DESCRIBED.
 LW1388'
 LW1388'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 LW1388'
 LW1388'STATION MARK, STAMPED EXETER 1969, IS SET FLUSH.  IT IS
 LW1388'111 FEET SOUTH OF CENTER OF STATE HIGHWAY 102, 23 FEET
 LW1388'SOUTHWEST OF A TRIANGLE BLAZED 18-INCH OAK TREE, 16.7
 LW1388'FEET EAST-SOUTHEAST OF CENTER OF ROCK FIREPLACE AND 15
 LW1388'FEET NORTH OF FENCE AND METAL WITNESS POST.
 LW1388'
 LW1388'RM 1, STAMPED EXETER NO 1 1969, IS SET 2 INCHES BELOW
 LW1388'THE SURFACE OF THE GROUND.  IT IS 63 FEET NORTHEAST OF
 LW1388'A TRIANGLE BLAZED 18-INCH OAK TREE, 55 FEET SOUTH OF
 LW1388'CENTER OF STATE HIGHWAY 102, 75 FEET NORTH OF FENCE AND
 LW1388'4.5 FEET NORTH-NORTHWEST OF A 24-INCH OAK TREE.
 LW1388'
 LW1388'RM 2, STAMPED EXETER NO 2 1969, IS SET 2 INCHES BELOW
 LW1388'THE SURFACE OF THE GROUND.  IT IS 42 FEET SOUTH OF
 LW1388'CENTER OF STATE HIGHWAY 102, 20 FEET WEST OF CENTER
 LW1388'OF DRIVEWAY INTO ROADSIDE PARK AND 4.5 FEET SOUTHEAST
 LW1388'OF A 10-INCH OAK TREE.
 LW1388'
 LW1388'AZ MK, STAMPED EXETER 1969, IS SET FLUSH.  IT IS 86 FEET
 LW1388'SOUTHWEST OF POWER POLE 3934, 143 FEET SOUTHWEST OF
 LW1388'THE SOUTHWEST CORNER OF A LIGHT BLUE COLOR HOUSE, 42 FEET WEST OF
 LW1388'CENTER OF STATE HIGHWAY 2 AND 2.2 FEET SOUTH OF A METAL
 LW1388'WITNESS POST.
 LW1388'
 LW1388'TO REACH THE AZ MK FROM THE STATION, GO EAST ON STATE
 LW1388'HIGHWAY 102 FOR 0.1 MILE TO JUNCTION OF STATE HIGHWAY
 LW1388'2 AND TRAFFIC CIRCLE.  TURN RIGHT ON STATE HIGHWAY 2 AND
 LW1388'GO SOUTH FOR 0.2 MILE TO MARK ON RIGHT AS DESCRIBED.
 LW1388'
 LW1388'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LW1388
 LW1388                          STATION RECOVERY (1969)
 LW1388
 LW1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LW1388'2.2 MI E FROM EXETER.
 LW1388'ABOUT 2.15 MILES EAST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1388'HILL BAPTIST CHURCH AT EXETER, ABOUT 0.1 MILE WEST OF THE WEST
 LW1388'JUNCTION OF STATE HIGHWAY 2, AT THE EXETER GROVE ROADSIDE PARK,
 LW1388'BETWEEN THE TWO REST ROOMS, 112 FEET SOUTH OF THE CENTER LINE OF
 LW1388'THE HIGHWAY, 23 1/2 FEET SOUTHWEST OF A 24-INCH OAK TREE WITH A 6
 LW1388'INCH TRIANGULAR BLAZE ON THE SOUTHWEST SIDE, 14.3 FEET EAST OF
 LW1388'THE SOUTHEAST CORNER OF A STONE FIREPLACE, 15.2 FEET NORTH OF A
 LW1388'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 LW1388'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW1388
 LW1388                          STATION RECOVERY (1988)
 LW1388
 LW1388'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1388'RECOVERED IN GOOD CONDITION.
 LW1388
 LW1388                          STATION RECOVERY (1989)
 LW1388
 LW1388'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1388'RECOVERED IN GOOD CONDITION.
 LW1388
 LW1388                          STATION RECOVERY (1990)
 LW1388
 LW1388'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1388'RECOVERED IN GOOD CONDITION.
 LW1388
 LW1388                          STATION RECOVERY (1998)
 LW1388
 LW1388'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW1388'RECOVERED IN GOOD CONDITION.
 LW1388
 LW1388                          STATION RECOVERY (2005)
 LW1388
 LW1388'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLC)
 LW1388'STATION DISK HAS ORANGE DAYGLO CIRCLE PAINTED AROUND IT ON CONCRETE
 LW1388'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1879 ***********************************************************************
 LW1879  DESIGNATION -  EXETER DAWLEY PK POL TWR
 LW1879  PID         -  LW1879
 LW1879  STATE/COUNTY-  RI/KENT
 LW1879  USGS QUAD   -  HOPE VALLEY (1975)
 LW1879
 LW1879                         *CURRENT SURVEY CONTROL
 LW1879  ___________________________________________________________________
 LW1879* NAD 83(1996)-  41 33 36.76288(N)    071 39 45.06771(W)     ADJUSTED  
 LW1879* NAVD 88     -                                                        
 LW1879  ___________________________________________________________________
 LW1879  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 LW1879  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW1879
 LW1879  HORZ ORDER  -  THIRD
 LW1879
 LW1879.The horizontal coordinates were established by classical geodetic methods
 LW1879.and adjusted by the National Geodetic Survey in August 1998..
 LW1879
 LW1879
 LW1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1879
 LW1879.The geoid height was determined by GEOID03.
 LW1879
 LW1879;                    North         East     Units Scale Factor Converg.
 LW1879;SPC RI       -    52,974.623    86,442.961   MT  0.99999601   -0 06 28.1
 LW1879;SPC RI       -   173,800.91    283,604.95   sFT  0.99999601   -0 06 28.1
 LW1879;UTM  19      - 4,604,372.577   277,975.044   MT  1.00020667   -1 46 01.4
 LW1879
 LW1879                          SUPERSEDED SURVEY CONTROL
 LW1879
 LW1879  NAD 83(1992)-  41 33 36.76158(N)    071 39 45.06699(W) AD(       ) 4
 LW1879  NAD 83(1986)-  41 33 36.76075(N)    071 39 45.06653(W) AD(       ) 4
 LW1879
 LW1879.Superseded values are not recommended for survey control.
 LW1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1879.See file dsdata.txt to determine how the superseded data were derived.
 LW1879
 LW1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7797504373(NAD 83)
 LW1879_MARKER: 43 = RADIO/TV TOWER
 LW1879
 LW1879  HISTORY     - Date     Condition        Report By
 LW1879  HISTORY     - 1984     FIRST OBSERVED   RIGS
 LW1879
 LW1879                          STATION DESCRIPTION
 LW1879
 LW1879'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1879'THE STATION, DAWLEY PARK STATE POLICE RADIO TOWER, IS THE LIGHT
 LW1879'AT THE
 LW1879'TOP OF THE FOUR LEGGED STEEL STRUCTURE TOWER WHICH IS ABOUT 230
 LW1879'FEET HIGH.  LOCATED ABOUT 11.5 KM (6.9 MI) WEST-SOUTHWEST OF EXETER,
 LW1879'7.8 KM (4.7 MI) NORTH-NORTHWEST OF USQUEPAUG,
 LW1879'5.6 KM (3.4 MI) NORTH-NORTHEAST OF WYOMING,
 LW1879'4.2 KM (2.6 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAYS 3
 LW1879'AND 102, AND ON THE EAST SIDE OF HIGHWAY 3.
 LW1879'OWNERSHIP--RHODE ISLAND STATE POLICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3524 ***********************************************************************
 LW3524  DESIGNATION -  EXETER LADD STATE SCHOOL TANK
 LW3524  PID         -  LW3524
 LW3524  STATE/COUNTY-  RI/WASHINGTON
 LW3524  USGS QUAD   -  SLOCUM (1975)
 LW3524
 LW3524                         *CURRENT SURVEY CONTROL
 LW3524  ___________________________________________________________________
 LW3524* NAD 83(1996)-  41 33 13.81695(N)    071 32 41.78119(W)     ADJUSTED  
 LW3524* NAVD 88     -                                                        
 LW3524  ___________________________________________________________________
 LW3524  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 LW3524  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW3524
 LW3524  HORZ ORDER  -  THIRD
 LW3524
 LW3524.The horizontal coordinates were established by classical geodetic methods
 LW3524.and adjusted by the National Geodetic Survey in August 1998..
 LW3524
 LW3524
 LW3524.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3524
 LW3524.The geoid height was determined by GEOID03.
 LW3524
 LW3524;                    North         East     Units Scale Factor Converg.
 LW3524;SPC RI       -    52,254.935    96,250.880   MT  0.99999392   -0 01 47.3
 LW3524;SPC RI       -   171,439.73    315,783.10   sFT  0.99999392   -0 01 47.3
 LW3524;UTM  19      - 4,603,369.041   287,759.830   MT  1.00015438   -1 41 19.5
 LW3524
 LW3524                          SUPERSEDED SURVEY CONTROL
 LW3524
 LW3524  NAD 83(1996)-  41 33 13.81595(N)    071 32 41.78051(W) AD(       ) 4
 LW3524  NAD 83(1992)-  41 33 13.81554(N)    071 32 41.78042(W) AD(       ) 4
 LW3524  NAD 83(1992)-  41 33 13.81476(N)    071 32 41.78044(W) AD(       ) 4
 LW3524  NAD 83(1986)-  41 33 13.81465(N)    071 32 41.78024(W) AD(       ) 4
 LW3524  NAD 27      -  41 33 13.45103(N)    071 32 43.56022(W) AD(       ) 3
 LW3524
 LW3524.Superseded values are not recommended for survey control.
 LW3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3524.See file dsdata.txt to determine how the superseded data were derived.
 LW3524
 LW3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8776003369(NAD 83)
 LW3524
 LW3524  HISTORY     - Date     Condition        Report By
 LW3524  HISTORY     - 1968     MONUMENTED       CGS
 LW3524  HISTORY     - 1988     GOOD             USPSQD
 LW3524  HISTORY     - 19941001 GOOD             USPSQD
 LW3524  HISTORY     - 19980108 GOOD             USPSQD
 LW3524  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 LW3524
 LW3524                          STATION DESCRIPTION
 LW3524
 LW3524'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3524'THE STATION, EXETER LADD STATE SCHOOL WATER TANK, IS THE TOP
 LW3524'CENTER OF A SILVER CYLINDRICAL TANK SUPPORTED BY 4 STEEL LEGS AND
 LW3524'IS ABOUT 125 FEET IN HEIGHT.
 LW3524'
 LW3524'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102 AND
 LW3524'SLOCUMVILLE ROAD IN EXETER, GO SOUTH ON SLOCUMVILLE ROAD FOR 2.0
 LW3524'MILES TO JUNCTION WITH STATE HIGHWAY 2 AND ALLENTON ROAD.  TURN
 LW3524'RIGHT AND GO WEST AND NORTH ON ALLENTON ROAD FOR 0.9 MILE TO THE
 LW3524'LADD STATE SCHOOL AND THE STATION IN THE NORTHEAST CORNER OF
 LW3524'THE GROUNDS.
 LW3524
 LW3524                          STATION RECOVERY (1988)
 LW3524
 LW3524'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW3524'RECOVERED IN GOOD CONDITION.
 LW3524
 LW3524                          STATION RECOVERY (1994)
 LW3524
 LW3524'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3524'RECOVERED IN GOOD CONDITION.
 LW3524
 LW3524                          STATION RECOVERY (1998)
 LW3524
 LW3524'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW3524'RECOVERED IN GOOD CONDITION.
 LW3524
 LW3524                          STATION RECOVERY (2001)
 LW3524
 LW3524'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW3524'NEW TANK NEAR BY.  OLD TANK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1387 ***********************************************************************
 LW1387  DESIGNATION -  EXETER RM 1
 LW1387  PID         -  LW1387
 LW1387  STATE/COUNTY-  RI/WASHINGTON
 LW1387  USGS QUAD   -  SLOCUM (1975)
 LW1387
 LW1387                         *CURRENT SURVEY CONTROL
 LW1387  ___________________________________________________________________
 LW1387* NAD 83(1986)-  41 34 32.     (N)    071 31 05.     (W)     SCALED    
 LW1387* NAVD 88     -        68.756  (meters)     225.58   (feet)  ADJUSTED  
 LW1387  ___________________________________________________________________
 LW1387  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW1387  DYNAMIC HT  -          68.732 (meters)     225.50  (feet)  COMP
 LW1387  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LW1387
 LW1387  VERT ORDER  -  SECOND    CLASS 0
 LW1387
 LW1387.The horizontal coordinates were scaled from a topographic map and have
 LW1387.an estimated accuracy of +/- 6 seconds.
 LW1387
 LW1387.The orthometric height was determined by differential leveling
 LW1387.and adjusted by the National Geodetic Survey in April 1995..
 LW1387
 LW1387.The geoid height was determined by GEOID03.
 LW1387
 LW1387.The dynamic height is computed by dividing the NAVD 88
 LW1387.geopotential number by the normal gravity value computed on the
 LW1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1387.degrees latitude (g = 980.6199 gals.).
 LW1387
 LW1387.The modeled gravity was interpolated from observed gravity values.
 LW1387
 LW1387;                    North         East    Units  Estimated Accuracy
 LW1387;SPC RI       -    54,670.       98,490.      MT  (+/- 180 meters Scaled)
 LW1387
 LW1387                          SUPERSEDED SURVEY CONTROL
 LW1387
 LW1387  NAVD 88 (06/15/91)   68.754  (m)          225.57   (f) UNKNOWN     2 0
 LW1387  NGVD 29 (??/??/92)   69.023  (m)          226.45   (f) ADJ UNCH    2 0
 LW1387
 LW1387.Superseded values are not recommended for survey control.
 LW1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1387.See file dsdata.txt to determine how the superseded data were derived.
 LW1387
 LW1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG900057(NAD 83)
 LW1387_MARKER: DR = REFERENCE MARK DISK
 LW1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1387_SP_SET: CONCRETE POST
 LW1387_STAMPING: EXETER NO 1 1969
 LW1387_MARK LOGO: CGS   
 LW1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1387+STABILITY: SURFACE MOTION
 LW1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1387+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1988
 LW1387
 LW1387  HISTORY     - Date     Condition        Report By
 LW1387  HISTORY     - 1969     MONUMENTED       CGS
 LW1387  HISTORY     - 1988     GOOD             USPSQD
 LW1387  HISTORY     - 1988     GOOD             USPSQD
 LW1387  HISTORY     - 19880701 GOOD             RIGS
 LW1387  HISTORY     - 19901121 GOOD             USPSQD
 LW1387
 LW1387                          STATION DESCRIPTION
 LW1387
 LW1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1387'2.2 MI E FROM EXETER.
 LW1387'ABOUT 2.15 MILES EAST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1387'HILL BAPTIST CHURCH AT EXETER, 84.1 FEET NORTHEAST OF THE STATION
 LW1387'MARK DESCRIBED, 55 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 LW1387'HIGHWAY, 4 1/2 FEET NORTHWEST OF A 24-INCH OAK TREE, 1 1/2 FEET
 LW1387'ABOVE THE LEVEL OF THE HIGHWAY AND 1 INCH BELOW THE LEVEL OF
 LW1387'THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 LW1387
 LW1387                          STATION RECOVERY (1988)
 LW1387
 LW1387'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1387'RECOVERED IN GOOD CONDITION.
 LW1387
 LW1387                          STATION RECOVERY (1988)
 LW1387
 LW1387'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1387'RECOVERED IN GOOD CONDITION.
 LW1387
 LW1387                          STATION RECOVERY (1988)
 LW1387
 LW1387'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1387'RECOVERED IN GOOD CONDITION.
 LW1387
 LW1387                          STATION RECOVERY (1990)
 LW1387
 LW1387'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1389 ***********************************************************************
 LW1389  DESIGNATION -  EXETER RM 2
 LW1389  PID         -  LW1389
 LW1389  STATE/COUNTY-  RI/WASHINGTON
 LW1389  USGS QUAD   -  SLOCUM (1975)
 LW1389
 LW1389                         *CURRENT SURVEY CONTROL
 LW1389  ___________________________________________________________________
 LW1389* NAD 83(1986)-  41 34 32.     (N)    071 31 05.     (W)     SCALED    
 LW1389* NAVD 88     -        68.448  (meters)     224.57   (feet)  ADJUSTED  
 LW1389  ___________________________________________________________________
 LW1389  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW1389  DYNAMIC HT  -          68.424 (meters)     224.49  (feet)  COMP
 LW1389  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LW1389
 LW1389  VERT ORDER  -  SECOND    CLASS 0
 LW1389
 LW1389.The horizontal coordinates were scaled from a topographic map and have
 LW1389.an estimated accuracy of +/- 6 seconds.
 LW1389
 LW1389.The orthometric height was determined by differential leveling
 LW1389.and adjusted by the National Geodetic Survey in June 1991..
 LW1389
 LW1389.The geoid height was determined by GEOID03.
 LW1389
 LW1389.The dynamic height is computed by dividing the NAVD 88
 LW1389.geopotential number by the normal gravity value computed on the
 LW1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1389.degrees latitude (g = 980.6199 gals.).
 LW1389
 LW1389.The modeled gravity was interpolated from observed gravity values.
 LW1389
 LW1389;                    North         East    Units  Estimated Accuracy
 LW1389;SPC RI       -    54,670.       98,490.      MT  (+/- 180 meters Scaled)
 LW1389
 LW1389                          SUPERSEDED SURVEY CONTROL
 LW1389
 LW1389  NGVD 29 (??/??/92)   68.717  (m)          225.45   (f) ADJ UNCH    2 0
 LW1389
 LW1389.Superseded values are not recommended for survey control.
 LW1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1389.See file dsdata.txt to determine how the superseded data were derived.
 LW1389
 LW1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG900057(NAD 83)
 LW1389_MARKER: DR = REFERENCE MARK DISK
 LW1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1389_SP_SET: CONCRETE POST
 LW1389_STAMPING: EXETER NO 2 1969
 LW1389_MARK LOGO: CGS   
 LW1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1389+STABILITY: SURFACE MOTION
 LW1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1389+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1988
 LW1389
 LW1389  HISTORY     - Date     Condition        Report By
 LW1389  HISTORY     - 1969     MONUMENTED       CGS
 LW1389  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1389  HISTORY     - 19880701 GOOD             RIGS
 LW1389  HISTORY     - 19901121 GOOD             USPSQD
 LW1389  HISTORY     - 19980921 GOOD             USPSQD
 LW1389
 LW1389                          STATION DESCRIPTION
 LW1389
 LW1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1389'2.2 MI E FROM EXETER.
 LW1389'ABOUT 2.15 MILES EAST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1389'HILL BAPTIST CHURCH AT EXETER, 116.4 FEET NORTHWEST OF THE
 LW1389'STATION MARK DESCRIBED, 41 1/2 FEET SOUTH OF THE CENTER LINE OF
 LW1389'THE HIGHWAY, 49 FEET NORTHEAST OF THE NORTHEAST CORNER OF A STONE
 LW1389'FIREPLACE, 20 FEET WEST OF THE CENTER LINE OF AN ENTRANCE DRIVE
 LW1389'INTO A PARKING AREA, 5 FEET SOUTHEAST OF A 12-INCH OAK TREE, 1 FOOT
 LW1389'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW1389'POST FLUSH WITH THE GROUND.
 LW1389
 LW1389                          STATION RECOVERY (1988)
 LW1389
 LW1389'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1389'MARK NOT FOUND.
 LW1389
 LW1389                          STATION RECOVERY (1988)
 LW1389
 LW1389'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1389'RECOVERED IN GOOD CONDITION.
 LW1389
 LW1389                          STATION RECOVERY (1990)
 LW1389
 LW1389'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1389'RECOVERED IN GOOD CONDITION.
 LW1389
 LW1389                          STATION RECOVERY (1998)
 LW1389
 LW1389'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1062 ***********************************************************************
 LW1062  DESIGNATION -  F 1
 LW1062  PID         -  LW1062
 LW1062  STATE/COUNTY-  RI/KENT
 LW1062  USGS QUAD   -  CROMPTON (1995)
 LW1062
 LW1062                         *CURRENT SURVEY CONTROL
 LW1062  ___________________________________________________________________
 LW1062* NAD 83(1986)-  41 41 34.     (N)    071 33 57.     (W)     SCALED    
 LW1062* NAVD 88     -        71.238  (meters)     233.72   (feet)  ADJUSTED  
 LW1062  ___________________________________________________________________
 LW1062  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW1062  DYNAMIC HT  -          71.213 (meters)     233.64  (feet)  COMP
 LW1062  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 LW1062
 LW1062  VERT ORDER  -  FIRST     CLASS II
 LW1062
 LW1062.The horizontal coordinates were scaled from a topographic map and have
 LW1062.an estimated accuracy of +/- 6 seconds.
 LW1062
 LW1062.The orthometric height was determined by differential leveling
 LW1062.and adjusted by the National Geodetic Survey in June 1991..
 LW1062
 LW1062.The geoid height was determined by GEOID03.
 LW1062
 LW1062.The dynamic height is computed by dividing the NAVD 88
 LW1062.geopotential number by the normal gravity value computed on the
 LW1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1062.degrees latitude (g = 980.6199 gals.).
 LW1062
 LW1062.The modeled gravity was interpolated from observed gravity values.
 LW1062
 LW1062;                    North         East    Units  Estimated Accuracy
 LW1062;SPC RI       -    67,690.       94,520.      MT  (+/- 180 meters Scaled)
 LW1062
 LW1062                          SUPERSEDED SURVEY CONTROL
 LW1062
 LW1062  NGVD 29 (??/??/92)   71.483  (m)          234.52   (f) ADJ UNCH    1 2
 LW1062
 LW1062.Superseded values are not recommended for survey control.
 LW1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1062.See file dsdata.txt to determine how the superseded data were derived.
 LW1062
 LW1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG864188(NAD 83)
 LW1062_MARKER: DB = BENCH MARK DISK
 LW1062_SETTING: 80 = SET IN A BOULDER
 LW1062_SP_SET: BOULDER
 LW1062_STAMPING: F 1 1923 ELEV 234.524
 LW1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1062+STABILITY: SURFACE MOTION
 LW1062
 LW1062  HISTORY     - Date     Condition        Report By
 LW1062  HISTORY     - 1923     MONUMENTED       CGS
 LW1062  HISTORY     - 1969     GOOD             NGS
 LW1062
 LW1062                          STATION DESCRIPTION
 LW1062
 LW1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1062'AT WASHINGTON.
 LW1062'AT WASHINGTON, ABOUT 11 1/2 RAILS WEST ALONG THE NEW YORK, NEW
 LW1062'HAVEN AND HARTFORD RAILROAD FROM THE STATION, 4 RAILS WEST OF A
 LW1062'WHISTLE POST, 147 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP
 LW1062'OF A LARGE GRANITE BOULDER, ABOUT 10 FEET BELOW THE LEVEL OF THE
 LW1062'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0789 ***********************************************************************
 LW0789  DESIGNATION -  F 16
 LW0789  PID         -  LW0789
 LW0789  STATE/COUNTY-  RI/WASHINGTON
 LW0789  USGS QUAD   -  KINGSTON (1975)
 LW0789
 LW0789                         *CURRENT SURVEY CONTROL
 LW0789  ___________________________________________________________________
 LW0789* NAD 83(1986)-  41 29 54.     (N)    071 33 53.     (W)     SCALED    
 LW0789* NAVD 88     -        36.113  (meters)     118.48   (feet)  ADJUSTED  
 LW0789  ___________________________________________________________________
 LW0789  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LW0789  DYNAMIC HT  -          36.100 (meters)     118.44  (feet)  COMP
 LW0789  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 LW0789
 LW0789  VERT ORDER  -  FIRST     CLASS I
 LW0789
 LW0789.The horizontal coordinates were scaled from a topographic map and have
 LW0789.an estimated accuracy of +/- 6 seconds.
 LW0789
 LW0789.The orthometric height was determined by differential leveling
 LW0789.and adjusted by the National Geodetic Survey in June 1991..
 LW0789
 LW0789.The geoid height was determined by GEOID03.
 LW0789
 LW0789.The dynamic height is computed by dividing the NAVD 88
 LW0789.geopotential number by the normal gravity value computed on the
 LW0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0789.degrees latitude (g = 980.6199 gals.).
 LW0789
 LW0789.The modeled gravity was interpolated from observed gravity values.
 LW0789
 LW0789;                    North         East    Units  Estimated Accuracy
 LW0789;SPC RI       -    46,090.       94,600.      MT  (+/- 180 meters Scaled)
 LW0789
 LW0789                          SUPERSEDED SURVEY CONTROL
 LW0789
 LW0789  NGVD 29 (??/??/92)   36.369  (m)          119.32   (f) ADJ UNCH    1 1
 LW0789
 LW0789.Superseded values are not recommended for survey control.
 LW0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0789.See file dsdata.txt to determine how the superseded data were derived.
 LW0789
 LW0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF859972(NAD 83)
 LW0789_MARKER: DB = BENCH MARK DISK
 LW0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0789_SP_SET: CULVERT
 LW0789_STAMPING: F 16 1965
 LW0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0789
 LW0789  HISTORY     - Date     Condition        Report By
 LW0789  HISTORY     - 1965     MONUMENTED       CGS
 LW0789  HISTORY     - 1969     GOOD             NGS
 LW0789  HISTORY     - 1984     GOOD             USPSQD
 LW0789  HISTORY     - 1987     GOOD             USPSQD
 LW0789  HISTORY     - 1988     GOOD             USPSQD
 LW0789  HISTORY     - 1989     GOOD             USPSQD
 LW0789  HISTORY     - 1989     GOOD             USPSQD
 LW0789  HISTORY     - 1990     GOOD             USPSQD
 LW0789  HISTORY     - 20011010 GOOD             USPSQD
 LW0789  HISTORY     - 20040419 GOOD             USPSQD
 LW0789  HISTORY     - 20060630 GOOD             USPSQD
 LW0789
 LW0789                          STATION DESCRIPTION
 LW0789
 LW0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0789'1.7 MI N FROM WEST KINGSTON.
 LW0789'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 LW0789'AT WEST KINGSTON, THENCE 0.6 MILE NORTHEAST ALONG STATE HIGHWAY
 LW0789'2, AT THE SOUTHWEST END OF BARBERS POND ROADSIDE PARK, SET ON
 LW0789'THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD
 LW0789'WALL OF A 6 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 39 1/2
 LW0789'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT
 LW0789'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND 4 FEET
 LW0789'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- NOT LEVELED OVER BY
 LW0789'THIS PARTY IN 1969.
 LW0789
 LW0789                          STATION RECOVERY (1969)
 LW0789
 LW0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0789'RECOVERED IN GOOD CONDITION.
 LW0789
 LW0789                          STATION RECOVERY (1984)
 LW0789
 LW0789'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0789'RECOVERED IN GOOD CONDITION.
 LW0789
 LW0789                          STATION RECOVERY (1987)
 LW0789
 LW0789'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0789'RECOVERED IN GOOD CONDITION.
 LW0789
 LW0789                          STATION RECOVERY (1988)
 LW0789
 LW0789'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0789'RECOVERED IN GOOD CONDITION.
 LW0789
 LW0789                          STATION RECOVERY (1989)
 LW0789
 LW0789'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0789'RECOVERED IN GOOD CONDITION.
 LW0789
 LW0789                          STATION RECOVERY (1989)
 LW0789
 LW0789'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0789'RECOVERED IN GOOD CONDITION.
 LW0789
 LW0789                          STATION RECOVERY (1990)
 LW0789
 LW0789'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0789'RECOVERED IN GOOD CONDITION.
 LW0789
 LW0789                          STATION RECOVERY (2001)
 LW0789
 LW0789'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0789'RECOVERED IN GOOD CONDITION.
 LW0789
 LW0789                          STATION RECOVERY (2004)
 LW0789
 LW0789'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0789'RECOVERED IN GOOD CONDITION.
 LW0789
 LW0789                          STATION RECOVERY (2006)
 LW0789
 LW0789'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1004 ***********************************************************************
 LW1004  DESIGNATION -  F 18
 LW1004  PID         -  LW1004
 LW1004  STATE/COUNTY-  RI/WASHINGTON
 LW1004  USGS QUAD   -  WATCH HILL (1984)
 LW1004
 LW1004                         *CURRENT SURVEY CONTROL
 LW1004  ___________________________________________________________________
 LW1004* NAD 83(1986)-  41 21 00.     (N)    071 48 25.     (W)     SCALED    
 LW1004* NAVD 88     -        19.656  (meters)      64.49   (feet)  ADJUSTED  
 LW1004  ___________________________________________________________________
 LW1004  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW1004  DYNAMIC HT  -          19.649 (meters)      64.47  (feet)  COMP
 LW1004  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LW1004
 LW1004  VERT ORDER  -  FIRST     CLASS I
 LW1004
 LW1004.This mark is at Westerly State Airport (WST)
 LW1004
 LW1004.The horizontal coordinates were scaled from a topographic map and have
 LW1004.an estimated accuracy of +/- 6 seconds.
 LW1004
 LW1004.The orthometric height was determined by differential leveling
 LW1004.and adjusted by the National Geodetic Survey in June 1991..
 LW1004
 LW1004.The geoid height was determined by GEOID03.
 LW1004
 LW1004.The dynamic height is computed by dividing the NAVD 88
 LW1004.geopotential number by the normal gravity value computed on the
 LW1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1004.degrees latitude (g = 980.6199 gals.).
 LW1004
 LW1004.The modeled gravity was interpolated from observed gravity values.
 LW1004
 LW1004;                    North         East    Units  Estimated Accuracy
 LW1004;SPC RI       -    29,660.       74,310.      MT  (+/- 180 meters Scaled)
 LW1004
 LW1004                          SUPERSEDED SURVEY CONTROL
 LW1004
 LW1004  NGVD 29 (??/??/92)   19.94   (m)           65.4    (f) COMPUTED    1 1
 LW1004
 LW1004.Superseded values are not recommended for survey control.
 LW1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1004.See file dsdata.txt to determine how the superseded data were derived.
 LW1004
 LW1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF651814(NAD 83)
 LW1004_MARKER: DB = BENCH MARK DISK
 LW1004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1004_SP_SET: FOUNDATION
 LW1004_STAMPING: F 18 1965
 LW1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1004
 LW1004  HISTORY     - Date     Condition        Report By
 LW1004  HISTORY     - 1965     MONUMENTED       CGS
 LW1004  HISTORY     - 1969     GOOD             NGS
 LW1004  HISTORY     - 1988     GOOD             USPSQD
 LW1004  HISTORY     - 1989     GOOD             USPSQD
 LW1004  HISTORY     - 1989     GOOD             USPSQD
 LW1004  HISTORY     - 1990     GOOD             USPSQD
 LW1004
 LW1004                          STATION DESCRIPTION
 LW1004
 LW1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1004'AT WESTERLY.
 LW1004'AT WESTERLY, AT THE WESTERLY STATE AIRPORT, SET VERTICALLY IN
 LW1004'THE SOUTHEAST FACE OF THE CONCRETE FOUNDATION FOR THE MAIN HANGAR,
 LW1004'249 FEET SOUTHWEST OF THE SOUTH CORNER OF THE ADMINISTRATION
 LW1004'BUILDING, 1.1 FEET SOUTHWEST OF THE EAST CORNER OF THE HANGAR
 LW1004'AND 1/2 FOOT ABOVE THE PAVEMENT.  NOTE-- NOT LEVELED OVER BY THIS
 LW1004'PARTY IN 1969.
 LW1004
 LW1004                          STATION RECOVERY (1988)
 LW1004
 LW1004'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1004'RECOVERED IN GOOD CONDITION.
 LW1004
 LW1004                          STATION RECOVERY (1989)
 LW1004
 LW1004'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1004'RECOVERED IN GOOD CONDITION.
 LW1004
 LW1004                          STATION RECOVERY (1989)
 LW1004
 LW1004'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW1004'RECOVERED IN GOOD CONDITION.
 LW1004
 LW1004                          STATION RECOVERY (1990)
 LW1004
 LW1004'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0956 ***********************************************************************
 LW0956  DESIGNATION -  F 19
 LW0956  PID         -  LW0956
 LW0956  STATE/COUNTY-  RI/WASHINGTON
 LW0956  USGS QUAD   -  ASHAWAY (1984)
 LW0956
 LW0956                         *CURRENT SURVEY CONTROL
 LW0956  ___________________________________________________________________
 LW0956* NAD 83(1986)-  41 27 36.     (N)    071 46 18.     (W)     SCALED    
 LW0956* NAVD 88     -        52.512  (meters)     172.28   (feet)  ADJUSTED  
 LW0956  ___________________________________________________________________
 LW0956  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LW0956  DYNAMIC HT  -          52.494 (meters)     172.22  (feet)  COMP
 LW0956  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 LW0956
 LW0956  VERT ORDER  -  SECOND    CLASS 0
 LW0956
 LW0956.The horizontal coordinates were scaled from a topographic map and have
 LW0956.an estimated accuracy of +/- 6 seconds.
 LW0956
 LW0956.The orthometric height was determined by differential leveling
 LW0956.and adjusted by the National Geodetic Survey in June 1991..
 LW0956
 LW0956.The geoid height was determined by GEOID03.
 LW0956
 LW0956.The dynamic height is computed by dividing the NAVD 88
 LW0956.geopotential number by the normal gravity value computed on the
 LW0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0956.degrees latitude (g = 980.6199 gals.).
 LW0956
 LW0956.The modeled gravity was interpolated from observed gravity values.
 LW0956
 LW0956;                    North         East    Units  Estimated Accuracy
 LW0956;SPC RI       -    41,870.       77,300.      MT  (+/- 180 meters Scaled)
 LW0956
 LW0956                          SUPERSEDED SURVEY CONTROL
 LW0956
 LW0956  NGVD 29 (??/??/92)   52.796  (m)          173.21   (f) ADJ UNCH    2 0
 LW0956
 LW0956.Superseded values are not recommended for survey control.
 LW0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0956.See file dsdata.txt to determine how the superseded data were derived.
 LW0956
 LW0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF685935(NAD 83)
 LW0956_MARKER: DB = BENCH MARK DISK
 LW0956_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0956_SP_SET: OVERPASS
 LW0956_STAMPING: F 19 1969
 LW0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0956
 LW0956  HISTORY     - Date     Condition        Report By
 LW0956  HISTORY     - 1969     MONUMENTED       CGS
 LW0956  HISTORY     - 1984     GOOD             USPSQD
 LW0956  HISTORY     - 1988     GOOD             USPSQD
 LW0956  HISTORY     - 1989     GOOD             USPSQD
 LW0956  HISTORY     - 1990     GOOD             USPSQD
 LW0956
 LW0956                          STATION DESCRIPTION
 LW0956
 LW0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0956'3 MI NE FROM ASHAWAY.
 LW0956'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0956'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, THENCE 1.1 MILES
 LW0956'NORTHEAST ALONG INTERSTATE HIGHWAY 95, SET VERTICALLY IN THE
 LW0956'NORTHWEST FACE AND NEAR THE SOUTHWEST END OF THE SOUTHEAST
 LW0956'ABUTMENT FOR THE WOODVILLE ROAD OVERPASS, 24.2 FEET SOUTHEAST
 LW0956'OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 11.2
 LW0956'FEET NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT AND ABOUT 3
 LW0956'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0956
 LW0956                          STATION RECOVERY (1984)
 LW0956
 LW0956'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0956'RECOVERED IN GOOD CONDITION.
 LW0956
 LW0956                          STATION RECOVERY (1988)
 LW0956
 LW0956'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0956'RECOVERED IN GOOD CONDITION.
 LW0956
 LW0956                          STATION RECOVERY (1989)
 LW0956
 LW0956'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0956'RECOVERED IN GOOD CONDITION.
 LW0956
 LW0956                          STATION RECOVERY (1990)
 LW0956
 LW0956'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0166 ***********************************************************************
 LW0166  DESIGNATION -  F 2
 LW0166  PID         -  LW0166
 LW0166  STATE/COUNTY-  RI/PROVIDENCE
 LW0166  USGS QUAD   -  PROVIDENCE (1975)
 LW0166
 LW0166                         *CURRENT SURVEY CONTROL
 LW0166  ___________________________________________________________________
 LW0166* NAD 83(1986)-  41 51 14.     (N)    071 24 35.     (W)     SCALED    
 LW0166* NAVD 88     -        13.120  (meters)      43.04   (feet)  POSTED    
 LW0166  ___________________________________________________________________
 LW0166  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LW0166  DYNAMIC HT  -          13.120 (meters)      43.04  (feet)  COMP
 LW0166  MODELED GRAV-     980,323.0   (mgal)                       NAVD 88
 LW0166
 LW0166  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 LW0166
 LW0166.The horizontal coordinates were scaled from a topographic map and have
 LW0166.an estimated accuracy of +/- 6 seconds.
 LW0166
 LW0166.The orthometric height was determined by differential leveling
 LW0166.and adjusted by the National Geodetic Survey in 1992..
 LW0166.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 LW0166.rate of 3.1 thru 4.0 mm/km.
 LW0166
 LW0166.The geoid height was determined by GEOID03.
 LW0166
 LW0166.The dynamic height is computed by dividing the NAVD 88
 LW0166.geopotential number by the normal gravity value computed on the
 LW0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0166.degrees latitude (g = 980.6199 gals.).
 LW0166
 LW0166.The modeled gravity was interpolated from observed gravity values.
 LW0166
 LW0166;                    North         East    Units  Estimated Accuracy
 LW0166;SPC RI       -    85,580.      107,500.      MT  (+/- 180 meters Scaled)
 LW0166
 LW0166                          SUPERSEDED SURVEY CONTROL
 LW0166
 LW0166.No superseded survey control is available for this station.
 LW0166
 LW0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG999363(NAD 83)
 LW0166_MARKER: DB = BENCH MARK DISK
 LW0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0166+STABILITY: SURFACE MOTION
 LW0166
 LW0166  HISTORY     - Date     Condition        Report By
 LW0166  HISTORY     - UNK      MONUMENTED       CGS
 LW0166  HISTORY     - 1934     GOOD             NGS
 LW0166  HISTORY     - 1965     MARK NOT FOUND   NGS
 LW0166
 LW0166                          STATION DESCRIPTION
 LW0166
 LW0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LW0166'2 MI N FROM PROVIDENCE.
 LW0166'2 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LW0166'FROM PROVIDENCE, PROVIDENCE COUNTY, 8 POLES SOUTH OF BRIDGE
 LW0166'2.00, AND 15 FEET WEST OF A FENCE BETWEEN THE STREET AND THE
 LW0166'TRACK.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 LW0166'NOTE-- THERE IS NO BRIDGE 2.00.
 LW0166
 LW0166                          STATION RECOVERY (1965)
 LW0166
 LW0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LW0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1167 ***********************************************************************
 LW1167  DESIGNATION -  F 20
 LW1167  PID         -  LW1167
 LW1167  STATE/COUNTY-  RI/WASHINGTON
 LW1167  USGS QUAD   -  HOPE VALLEY (1975)
 LW1167
 LW1167                         *CURRENT SURVEY CONTROL
 LW1167  ___________________________________________________________________
 LW1167* NAD 83(1986)-  41 35 54.     (N)    071 39 31.     (W)     SCALED    
 LW1167* NAVD 88     -       134.827  (meters)     442.34   (feet)  ADJUSTED  
 LW1167  ___________________________________________________________________
 LW1167  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LW1167  DYNAMIC HT  -         134.778 (meters)     442.18  (feet)  COMP
 LW1167  MODELED GRAV-     980,264.8   (mgal)                       NAVD 88
 LW1167
 LW1167  VERT ORDER  -  SECOND    CLASS 0
 LW1167
 LW1167.The horizontal coordinates were scaled from a topographic map and have
 LW1167.an estimated accuracy of +/- 6 seconds.
 LW1167
 LW1167.The orthometric height was determined by differential leveling
 LW1167.and adjusted by the National Geodetic Survey in June 1991..
 LW1167
 LW1167.The geoid height was determined by GEOID03.
 LW1167
 LW1167.The dynamic height is computed by dividing the NAVD 88
 LW1167.geopotential number by the normal gravity value computed on the
 LW1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1167.degrees latitude (g = 980.6199 gals.).
 LW1167
 LW1167.The modeled gravity was interpolated from observed gravity values.
 LW1167
 LW1167;                    North         East    Units  Estimated Accuracy
 LW1167;SPC RI       -    57,210.       86,780.      MT  (+/- 180 meters Scaled)
 LW1167
 LW1167                          SUPERSEDED SURVEY CONTROL
 LW1167
 LW1167  NGVD 29 (??/??/92)  135.078  (m)          443.17   (f) ADJ UNCH    2 0
 LW1167
 LW1167.Superseded values are not recommended for survey control.
 LW1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1167.See file dsdata.txt to determine how the superseded data were derived.
 LW1167
 LW1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG784085(NAD 83)
 LW1167_MARKER: DB = BENCH MARK DISK
 LW1167_SETTING: 80 = SET IN A BOULDER
 LW1167_SP_SET: BOULDER
 LW1167_STAMPING: F 20 1969
 LW1167_MARK LOGO: CGS   
 LW1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1167+STABILITY: SURFACE MOTION
 LW1167
 LW1167  HISTORY     - Date     Condition        Report By
 LW1167  HISTORY     - 1969     MONUMENTED       CGS
 LW1167  HISTORY     - 1984     GOOD             RIGS
 LW1167  HISTORY     - 1987     GOOD             USPSQD
 LW1167
 LW1167                          STATION DESCRIPTION
 LW1167
 LW1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1167'7.6 MI NE FROM HOPE VALLEY.
 LW1167'ABOUT 1.2 MILES NORTH AND NORTHEAST ALONG STATE HIGWAY 138 FROM
 LW1167'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, THENCE 6.4 MILES
 LW1167'NORTHEAST ALONG INTERSTATE HIGHWAY 95, ABOUT 0.45 MILE NORTHEAST
 LW1167'OF THE AUSTIN FARM ROAD OVERPASS OVER THE INTERSTATE HIGHWAY,
 LW1167'ABOUT 0.3 MILE SOUTHWEST OF THE STATE HIGHWAY 102 OVERPASS OVER
 LW1167'THE HIGHWAY, AT THE JUNCTION OF THE EXIT LANE FROM THE NORTHBOUND
 LW1167'LANE OF I-95 TO STATE HIGHWAY 102, SET IN THE TOP OF A LARGE
 LW1167'ROCK WHICH IS 10 FEET LONG AND 2 1/2 FEET HIGH, 131 FEET
 LW1167'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW1167'HIGHWAY, 80 FEET SOUTH OF THE CENTER LINE OF THE EXIT LANE, 1
 LW1167'FOOT WEST OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE
 LW1167'HIGHWAY.
 LW1167
 LW1167                          STATION RECOVERY (1984)
 LW1167
 LW1167'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1167'RECOVERED IN GOOD CONDITION.
 LW1167
 LW1167                          STATION RECOVERY (1987)
 LW1167
 LW1167'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1427 ***********************************************************************
 LW1427  DESIGNATION -  F 21
 LW1427  PID         -  LW1427
 LW1427  STATE/COUNTY-  RI/KENT
 LW1427  USGS QUAD   -  CROMPTON (1995)
 LW1427
 LW1427                         *CURRENT SURVEY CONTROL
 LW1427  ___________________________________________________________________
 LW1427* NAD 83(1986)-  41 41 40.     (N)    071 34 19.     (W)     SCALED    
 LW1427* NAVD 88     -        75.904  (meters)     249.03   (feet)  ADJUSTED  
 LW1427  ___________________________________________________________________
 LW1427  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW1427  DYNAMIC HT  -          75.877 (meters)     248.94  (feet)  COMP
 LW1427  MODELED GRAV-     980,276.8   (mgal)                       NAVD 88
 LW1427
 LW1427  VERT ORDER  -  SECOND    CLASS 0
 LW1427
 LW1427.The horizontal coordinates were scaled from a topographic map and have
 LW1427.an estimated accuracy of +/- 6 seconds.
 LW1427
 LW1427.The orthometric height was determined by differential leveling
 LW1427.and adjusted by the National Geodetic Survey in June 1991..
 LW1427
 LW1427.The geoid height was determined by GEOID03.
 LW1427
 LW1427.The dynamic height is computed by dividing the NAVD 88
 LW1427.geopotential number by the normal gravity value computed on the
 LW1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1427.degrees latitude (g = 980.6199 gals.).
 LW1427
 LW1427.The modeled gravity was interpolated from observed gravity values.
 LW1427
 LW1427;                    North         East    Units  Estimated Accuracy
 LW1427;SPC RI       -    67,870.       94,010.      MT  (+/- 180 meters Scaled)
 LW1427
 LW1427                          SUPERSEDED SURVEY CONTROL
 LW1427
 LW1427  NGVD 29 (??/??/92)   76.150  (m)          249.84   (f) ADJ UNCH    2 0
 LW1427
 LW1427.Superseded values are not recommended for survey control.
 LW1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1427.See file dsdata.txt to determine how the superseded data were derived.
 LW1427
 LW1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG859190(NAD 83)
 LW1427_MARKER: DB = BENCH MARK DISK
 LW1427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1427_SP_SET: BUILDING FOUNDATION
 LW1427_STAMPING: F 21 1969
 LW1427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1427
 LW1427  HISTORY     - Date     Condition        Report By
 LW1427  HISTORY     - 1969     MONUMENTED       CGS
 LW1427  HISTORY     - 1987     GOOD             USPSQD
 LW1427  HISTORY     - 1989     GOOD             USPSQD
 LW1427
 LW1427                          STATION DESCRIPTION
 LW1427
 LW1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1427'AT COVENTRY.
 LW1427'AT COVENTRY, ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 117 FROM THE
 LW1427'POST OFFICE BUILDING, ABOUT 100 YARDS EAST OF THE CROSSING OF
 LW1427'THE PENN CENTRAL RAILROAD, ABOUT 65 YARDS NORTHEAST OF THE
 LW1427'CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE NORTH FACE
 LW1427'AND AT THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR THE
 LW1427'RALSTON PURINA COMPANY BUILDING, 49.7 FEET SOUTH OF THE SOUTH
 LW1427'RAIL OF THE PENN CENTRAL RAILROAD, 2.5 FEET EAST OF THE
 LW1427'NORTHWEST CORNER OF THE BUILDING AND 1.8 FEET ABOVE THE LEVEL OF
 LW1427'THE GROUND.
 LW1427
 LW1427                          STATION RECOVERY (1987)
 LW1427
 LW1427'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1427'RECOVERED IN GOOD CONDITION.
 LW1427
 LW1427                          STATION RECOVERY (1989)
 LW1427
 LW1427'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1020 ***********************************************************************
 LW1020  DESIGNATION -  F 23
 LW1020  PID         -  LW1020
 LW1020  STATE/COUNTY-  RI/WASHINGTON
 LW1020  USGS QUAD   -  KINGSTON (1975)
 LW1020
 LW1020                         *CURRENT SURVEY CONTROL
 LW1020  ___________________________________________________________________
 LW1020* NAD 83(1986)-  41 28 56.     (N)    071 32 11.     (W)     SCALED    
 LW1020* NAVD 88     -        32.347  (meters)     106.13   (feet)  ADJUSTED  
 LW1020  ___________________________________________________________________
 LW1020  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LW1020  DYNAMIC HT  -          32.336 (meters)     106.09  (feet)  COMP
 LW1020  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LW1020
 LW1020  VERT ORDER  -  SECOND    CLASS 0
 LW1020
 LW1020.The horizontal coordinates were scaled from a topographic map and have
 LW1020.an estimated accuracy of +/- 6 seconds.
 LW1020
 LW1020.The orthometric height was determined by differential leveling
 LW1020.and adjusted by the National Geodetic Survey in June 1991..
 LW1020
 LW1020.The geoid height was determined by GEOID03.
 LW1020
 LW1020.The dynamic height is computed by dividing the NAVD 88
 LW1020.geopotential number by the normal gravity value computed on the
 LW1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1020.degrees latitude (g = 980.6199 gals.).
 LW1020
 LW1020.The modeled gravity was interpolated from observed gravity values.
 LW1020
 LW1020;                    North         East    Units  Estimated Accuracy
 LW1020;SPC RI       -    44,300.       96,960.      MT  (+/- 180 meters Scaled)
 LW1020
 LW1020                          SUPERSEDED SURVEY CONTROL
 LW1020
 LW1020  NGVD 29 (??/??/92)   32.626  (m)          107.04   (f) ADJ UNCH    2 0
 LW1020
 LW1020.Superseded values are not recommended for survey control.
 LW1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1020.See file dsdata.txt to determine how the superseded data were derived.
 LW1020
 LW1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF882953(NAD 83)
 LW1020_MARKER: DB = BENCH MARK DISK
 LW1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1020_SP_SET: CULVERT
 LW1020_STAMPING: F 23 1969
 LW1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1020+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 LW1020
 LW1020  HISTORY     - Date     Condition        Report By
 LW1020  HISTORY     - 1969     MONUMENTED       CGS
 LW1020  HISTORY     - 1984     GOOD             USPSQD
 LW1020  HISTORY     - 1987     GOOD             USPSQD
 LW1020  HISTORY     - 1988     GOOD             USPSQD
 LW1020  HISTORY     - 1989     GOOD             USPSQD
 LW1020  HISTORY     - 1989     GOOD             USPSQD
 LW1020  HISTORY     - 1990     GOOD             USPSQD
 LW1020  HISTORY     - 20011010 GOOD             USPSQD
 LW1020  HISTORY     - 20040417 GOOD             USPSQD
 LW1020
 LW1020                          STATION DESCRIPTION
 LW1020
 LW1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1020'1.1 MI E FROM WEST KINGSTON.
 LW1020'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 LW1020'AT WEST KINGSTON, ABOUT 0.85 MILE WEST OF THE JUNCTION OF STATE
 LW1020'HIGHWAY 108 AT KINGSTON, SET ON THE TOP OF THE NORTHWEST END OF
 LW1020'THE NORTHEAST HEAD WALL FOR A 13-FOOT BOX CULVERT FOR WHITE
 LW1020'HORN BROOK, 15 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY
 LW1020'AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW1020
 LW1020                          STATION RECOVERY (1984)
 LW1020
 LW1020'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW1020'RECOVERED IN GOOD CONDITION.
 LW1020
 LW1020                          STATION RECOVERY (1987)
 LW1020
 LW1020'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW1020'RECOVERED IN GOOD CONDITION.
 LW1020
 LW1020                          STATION RECOVERY (1988)
 LW1020
 LW1020'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1020'RECOVERED IN GOOD CONDITION.
 LW1020
 LW1020                          STATION RECOVERY (1989)
 LW1020
 LW1020'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1020'RECOVERED IN GOOD CONDITION.
 LW1020
 LW1020                          STATION RECOVERY (1989)
 LW1020
 LW1020'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1020'RECOVERED IN GOOD CONDITION.
 LW1020
 LW1020                          STATION RECOVERY (1990)
 LW1020
 LW1020'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1020'RECOVERED IN GOOD CONDITION.
 LW1020
 LW1020                          STATION RECOVERY (2001)
 LW1020
 LW1020'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1020'RECOVERED IN GOOD CONDITION.
 LW1020
 LW1020                          STATION RECOVERY (2004)
 LW1020
 LW1020'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0337 ***********************************************************************
 LW0337  DESIGNATION -  F 24
 LW0337  PID         -  LW0337
 LW0337  STATE/COUNTY-  RI/PROVIDENCE
 LW0337  USGS QUAD   -  PROVIDENCE (1975)
 LW0337
 LW0337                         *CURRENT SURVEY CONTROL
 LW0337  ___________________________________________________________________
 LW0337* NAD 83(1986)-  41 48 16.     (N)    071 24 15.     (W)     SCALED    
 LW0337* NAVD 88     -        12.317  (meters)      40.41   (feet)  ADJUSTED  
 LW0337  ___________________________________________________________________
 LW0337  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW0337  DYNAMIC HT  -          12.313 (meters)      40.40  (feet)  COMP
 LW0337  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 LW0337
 LW0337  VERT ORDER  -  SECOND    CLASS 0
 LW0337
 LW0337.The horizontal coordinates were scaled from a topographic map and have
 LW0337.an estimated accuracy of +/- 6 seconds.
 LW0337
 LW0337.The orthometric height was determined by differential leveling
 LW0337.and adjusted by the National Geodetic Survey in June 1991..
 LW0337
 LW0337.The geoid height was determined by GEOID03.
 LW0337
 LW0337.The dynamic height is computed by dividing the NAVD 88
 LW0337.geopotential number by the normal gravity value computed on the
 LW0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0337.degrees latitude (g = 980.6199 gals.).
 LW0337
 LW0337.The modeled gravity was interpolated from observed gravity values.
 LW0337
 LW0337;                    North         East    Units  Estimated Accuracy
 LW0337;SPC RI       -    80,090.      107,960.      MT  (+/- 180 meters Scaled)
 LW0337
 LW0337                          SUPERSEDED SURVEY CONTROL
 LW0337
 LW0337  NGVD 29 (??/??/92)   12.568  (m)           41.23   (f) ADJ UNCH    2 0
 LW0337
 LW0337.Superseded values are not recommended for survey control.
 LW0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0337.See file dsdata.txt to determine how the superseded data were derived.
 LW0337
 LW0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG002308(NAD 83)
 LW0337_MARKER: DB = BENCH MARK DISK
 LW0337_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0337_SP_SET: BANNISTER
 LW0337_STAMPING: F 24 1969
 LW0337_MARK LOGO: CGS   
 LW0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0337
 LW0337  HISTORY     - Date     Condition        Report By
 LW0337  HISTORY     - 1969     MONUMENTED       CGS
 LW0337  HISTORY     - 1986     GOOD             RIGS
 LW0337
 LW0337                          STATION DESCRIPTION
 LW0337
 LW0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0337'1 MI SW FROM PROVIDENCE.
 LW0337'ABOUT 1.0 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0337'JUNCTION OF INTERSTATE HIGHWAY 195 AT PROVIDENCE, ALONG THE
 LW0337'NORTHBOUND LANE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END
 LW0337'OF THE EAST CONCRETE BASE FOR THE EAST CONCRETE BANNISTER OF THE
 LW0337'I 95 OVERPASS OVER OXFORD STREET, 0.9 FOOT EAST OF THE EAST CURB
 LW0337'OF THE NORTHBOUND LANE OF THE HIGHWAY, 0.9 FOOT WEST OF THE WEST
 LW0337'SIDE OF THE EAST BANNISTER AND 0.8 FOOT ABOVE THE LEVEL OF THE
 LW0337'HIGHWAY.
 LW0337
 LW0337                          STATION RECOVERY (1986)
 LW0337
 LW0337'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1193 ***********************************************************************
 LW1193  DESIGNATION -  F 25
 LW1193  PID         -  LW1193
 LW1193  STATE/COUNTY-  RI/PROVIDENCE
 LW1193  USGS QUAD   -  CHEPACHET (1975)
 LW1193
 LW1193                         *CURRENT SURVEY CONTROL
 LW1193  ___________________________________________________________________
 LW1193* NAD 83(1986)-  41 52 40.     (N)    071 40 23.     (W)     SCALED    
 LW1193* NAVD 88     -       174.483  (meters)     572.45   (feet)  ADJUSTED  
 LW1193  ___________________________________________________________________
 LW1193  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW1193  DYNAMIC HT  -         174.423 (meters)     572.25  (feet)  COMP
 LW1193  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 LW1193
 LW1193  VERT ORDER  -  SECOND    CLASS 0
 LW1193
 LW1193.The horizontal coordinates were scaled from a topographic map and have
 LW1193.an estimated accuracy of +/- 6 seconds.
 LW1193
 LW1193.The orthometric height was determined by differential leveling
 LW1193.and adjusted by the National Geodetic Survey in June 1991..
 LW1193
 LW1193.The geoid height was determined by GEOID03.
 LW1193
 LW1193.The dynamic height is computed by dividing the NAVD 88
 LW1193.geopotential number by the normal gravity value computed on the
 LW1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1193.degrees latitude (g = 980.6199 gals.).
 LW1193
 LW1193.The modeled gravity was interpolated from observed gravity values.
 LW1193
 LW1193;                    North         East    Units  Estimated Accuracy
 LW1193;SPC RI       -    88,250.       85,640.      MT  (+/- 180 meters Scaled)
 LW1193
 LW1193                          SUPERSEDED SURVEY CONTROL
 LW1193
 LW1193  NGVD 29 (??/??/92)  174.727  (m)          573.25   (f) ADJ UNCH    2 0
 LW1193
 LW1193.Superseded values are not recommended for survey control.
 LW1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1193.See file dsdata.txt to determine how the superseded data were derived.
 LW1193
 LW1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG781396(NAD 83)
 LW1193_MARKER: DB = BENCH MARK DISK
 LW1193_SETTING: 80 = SET IN A BOULDER
 LW1193_SP_SET: BOULDER
 LW1193_STAMPING: F 25 1969
 LW1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1193+STABILITY: SURFACE MOTION
 LW1193
 LW1193  HISTORY     - Date     Condition        Report By
 LW1193  HISTORY     - 1969     MONUMENTED       CGS
 LW1193  HISTORY     - 1988     GOOD             USPSQD
 LW1193  HISTORY     - 19900524 GOOD             USPSQD
 LW1193
 LW1193                          STATION DESCRIPTION
 LW1193
 LW1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1193'2.8 MI S FROM CHEPACHET.
 LW1193'ABOUT 2.85 MILES SOUTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1193'JUNCTION OF STATE HIGHWAY 44 AT CHEPACHET, AT THE INSIDE AND
 LW1193'NEAR THE NORTHEAST END OF A CURVE, IN AN APPLE ORCHARD OF THE
 LW1193'VICKERS FARM, SET IN THE TOP OF A LARGE ROCK WHICH IS 10 FEET
 LW1193'ACROSS AND PROJECTS 1 1/2 FEET ABOVE THE GROUND, 90 FEET
 LW1193'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 70 1/2 FEET
 LW1193'NORTHEAST OF THE CENTER LINE OF A DRIVE LEADING SOUTHEAST THRU
 LW1193'THE ORCHARD, 34 FEET NORTHWEST OF A RED BRICK CHIMNEY ON THE
 LW1193'WEST END OF A HOUSE, AND ABOUT LEVEL WITH THE HIGHWAY.
 LW1193
 LW1193                          STATION RECOVERY (1988)
 LW1193
 LW1193'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1193'RECOVERED IN GOOD CONDITION.
 LW1193
 LW1193                          STATION RECOVERY (1990)
 LW1193
 LW1193'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1272 ***********************************************************************
 LW1272  DESIGNATION -  F 26
 LW1272  PID         -  LW1272
 LW1272  STATE/COUNTY-  RI/PROVIDENCE
 LW1272  USGS QUAD   -  CLAYVILLE (1975)
 LW1272
 LW1272                         *CURRENT SURVEY CONTROL
 LW1272  ___________________________________________________________________
 LW1272* NAD 83(1986)-  41 50 11.     (N)    071 38 34.     (W)     SCALED    
 LW1272* NAVD 88     -       147.947  (meters)     485.39   (feet)  ADJUSTED  
 LW1272  ___________________________________________________________________
 LW1272  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW1272  DYNAMIC HT  -         147.896 (meters)     485.22  (feet)  COMP
 LW1272  MODELED GRAV-     980,276.8   (mgal)                       NAVD 88
 LW1272
 LW1272  VERT ORDER  -  SECOND    CLASS 0
 LW1272
 LW1272.The horizontal coordinates were scaled from a topographic map and have
 LW1272.an estimated accuracy of +/- 6 seconds.
 LW1272
 LW1272.The orthometric height was determined by differential leveling
 LW1272.and adjusted by the National Geodetic Survey in June 1991..
 LW1272
 LW1272.The geoid height was determined by GEOID03.
 LW1272
 LW1272.The dynamic height is computed by dividing the NAVD 88
 LW1272.geopotential number by the normal gravity value computed on the
 LW1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1272.degrees latitude (g = 980.6199 gals.).
 LW1272
 LW1272.The modeled gravity was interpolated from observed gravity values.
 LW1272
 LW1272;                    North         East    Units  Estimated Accuracy
 LW1272;SPC RI       -    83,650.       88,140.      MT  (+/- 180 meters Scaled)
 LW1272
 LW1272                          SUPERSEDED SURVEY CONTROL
 LW1272
 LW1272  NGVD 29 (??/??/92)  148.192  (m)          486.19   (f) ADJ UNCH    2 0
 LW1272
 LW1272.Superseded values are not recommended for survey control.
 LW1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1272.See file dsdata.txt to determine how the superseded data were derived.
 LW1272
 LW1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG805349(NAD 83)
 LW1272_MARKER: DB = BENCH MARK DISK
 LW1272_SETTING: 80 = SET IN A BOULDER
 LW1272_SP_SET: BOULDER
 LW1272_STAMPING: F 26 1969
 LW1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1272+STABILITY: SURFACE MOTION
 LW1272
 LW1272  HISTORY     - Date     Condition        Report By
 LW1272  HISTORY     - 1969     MONUMENTED       CGS
 LW1272
 LW1272                          STATION DESCRIPTION
 LW1272
 LW1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1272'3.4 MI NW FROM NORTH SCITUATE.
 LW1272'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1272'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 3.05 MILES WEST ALONG
 LW1272'U.S. HIGHWAY 6, ABOUT 0.25 MILE WEST OF THE GLEANER CHAPEL ROAD
 LW1272'OVERPASS OVER THE HIGHWAY, ON THE INSIDE AND NEAR THE SOUTHWEST
 LW1272'END OF A LONG CURVE, SET ON THE TOP OF AN IMBEDDED BOULDER WHICH
 LW1272'IS 6 FEET ACROSS AND PROJECTS 2 FEET ON THE SOUTH CORNER, 46 1/2
 LW1272'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.4 FEET NORTHWEST
 LW1272'OF THE SOUTH CORNER OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE
 LW1272'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0569 ***********************************************************************
 LW0569  DESIGNATION -  F 27
 LW0569  PID         -  LW0569
 LW0569  STATE/COUNTY-  RI/BRISTOL
 LW0569  USGS QUAD   -  BRISTOL (1975)
 LW0569
 LW0569                         *CURRENT SURVEY CONTROL
 LW0569  ___________________________________________________________________
 LW0569* NAD 83(1986)-  41 38 49.     (N)    071 15 44.     (W)     SCALED    
 LW0569* NAVD 88     -        31.679  (meters)     103.93   (feet)  ADJUSTED  
 LW0569  ___________________________________________________________________
 LW0569  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW0569  DYNAMIC HT  -          31.669 (meters)     103.90  (feet)  COMP
 LW0569  MODELED GRAV-     980,300.5   (mgal)                       NAVD 88
 LW0569
 LW0569  VERT ORDER  -  SECOND    CLASS 0
 LW0569
 LW0569.The horizontal coordinates were scaled from a topographic map and have
 LW0569.an estimated accuracy of +/- 6 seconds.
 LW0569
 LW0569.The orthometric height was determined by differential leveling
 LW0569.and adjusted by the National Geodetic Survey in June 1991..
 LW0569
 LW0569.The geoid height was determined by GEOID03.
 LW0569
 LW0569.The dynamic height is computed by dividing the NAVD 88
 LW0569.geopotential number by the normal gravity value computed on the
 LW0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0569.degrees latitude (g = 980.6199 gals.).
 LW0569
 LW0569.The modeled gravity was interpolated from observed gravity values.
 LW0569
 LW0569;                    North         East    Units  Estimated Accuracy
 LW0569;SPC RI       -    62,620.      119,810.      MT  (+/- 180 meters Scaled)
 LW0569
 LW0569                          SUPERSEDED SURVEY CONTROL
 LW0569
 LW0569  NGVD 29 (??/??/92)   31.939  (m)          104.79   (f) ADJ UNCH    2 0
 LW0569
 LW0569.Superseded values are not recommended for survey control.
 LW0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0569.See file dsdata.txt to determine how the superseded data were derived.
 LW0569
 LW0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG116130(NAD 83)
 LW0569_MARKER: DB = BENCH MARK DISK
 LW0569_SETTING: 66 = SET IN ROCK OUTCROP
 LW0569_SP_SET: ROCK OUTCROP
 LW0569_STAMPING: F 27 1969
 LW0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0569+STABILITY: POSITION/ELEVATION WELL
 LW0569
 LW0569  HISTORY     - Date     Condition        Report By
 LW0569  HISTORY     - 1969     MONUMENTED       CGS
 LW0569
 LW0569                          STATION DESCRIPTION
 LW0569
 LW0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0569'2 MI S FROM BRISTOL.
 LW0569'ABOUT 1.95 MILES SOUTH ALONG STATE HIGHWAY 114 FROM THE POST
 LW0569'OFFICE AT BRISTOL, 0.15 MILE NORTH OF THE MOUNT HOPE BRIDGE TOLL
 LW0569'HOUSE, NEAR THE JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTHEAST
 LW0569'TO OLD FERRY LANDING, SET ON TOP AND 1.6 FEET WEST OF THE
 LW0569'EAST EDGE OF AN 8-BY-4 FOOT EXPOSED PART OF A ROCK OUTCROP WHICH
 LW0569'IS ABOUT 3 FEET ABOVE THE GROUND, 151 FEET SOUTHWEST OF THE
 LW0569'JUNCTION OF THE HIGHWAY AND OLD ROAD LEADING TO FERRY LANDING, 7
 LW0569'FEET NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY AND ABOUT 2
 LW0569'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0237 ***********************************************************************
 LW0237  DESIGNATION -  F 28
 LW0237  PID         -  LW0237
 LW0237  STATE/COUNTY-  RI/NEWPORT
 LW0237  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0237
 LW0237                         *CURRENT SURVEY CONTROL
 LW0237  ___________________________________________________________________
 LW0237* NAD 83(1986)-  41 35 00.     (N)    071 16 11.     (W)     SCALED    
 LW0237* NAVD 88     -        49.606  (meters)     162.75   (feet)  ADJUSTED  
 LW0237  ___________________________________________________________________
 LW0237  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW0237  DYNAMIC HT  -          49.590 (meters)     162.70  (feet)  COMP
 LW0237  MODELED GRAV-     980,298.2   (mgal)                       NAVD 88
 LW0237
 LW0237  VERT ORDER  -  SECOND    CLASS 0
 LW0237
 LW0237.The horizontal coordinates were scaled from a topographic map and have
 LW0237.an estimated accuracy of +/- 6 seconds.
 LW0237
 LW0237.The orthometric height was determined by differential leveling
 LW0237.and adjusted by the National Geodetic Survey in June 1991..
 LW0237
 LW0237.The geoid height was determined by GEOID03.
 LW0237
 LW0237.The dynamic height is computed by dividing the NAVD 88
 LW0237.geopotential number by the normal gravity value computed on the
 LW0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0237.degrees latitude (g = 980.6199 gals.).
 LW0237
 LW0237.The modeled gravity was interpolated from observed gravity values.
 LW0237
 LW0237;                    North         East    Units  Estimated Accuracy
 LW0237;SPC RI       -    55,560.      119,200.      MT  (+/- 180 meters Scaled)
 LW0237
 LW0237                          SUPERSEDED SURVEY CONTROL
 LW0237
 LW0237  NGVD 29 (??/??/92)   49.869  (m)          163.61   (f) ADJ UNCH    2 0
 LW0237
 LW0237.Superseded values are not recommended for survey control.
 LW0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0237.See file dsdata.txt to determine how the superseded data were derived.
 LW0237
 LW0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG108060(NAD 83)
 LW0237_MARKER: DB = BENCH MARK DISK
 LW0237_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LW0237_SP_SET: SET VERTICALLY IN BRICK BUILDI
 LW0237_STAMPING: F 28 1969
 LW0237_MARK LOGO: CGS   
 LW0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0237+STABILITY: POSITION/ELEVATION WELL
 LW0237
 LW0237  HISTORY     - Date     Condition        Report By
 LW0237  HISTORY     - 1969     MONUMENTED       CGS
 LW0237  HISTORY     - 19870701 GOOD             RIGS
 LW0237  HISTORY     - 19960418 GOOD             USPSQD
 LW0237  HISTORY     - 20030301 GOOD             USPSQD
 LW0237
 LW0237                          STATION DESCRIPTION
 LW0237
 LW0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0237'7.6 MI N FROM NEWPORT.
 LW0237'ABOUT 7.6 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0237'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, AT THE MELVILLE
 LW0237'ELEMENTARY SCHOOL, SET VERTICALLY IN THE NORTHEAST BRICK FACE
 LW0237'AT THE EAST CORNER OF THE BUILDING, 67 FEET NORTHWEST OF THE
 LW0237'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND
 LW0237'2.7 FEET ABOVE THE LEVEL OF THE GROUND.
 LW0237
 LW0237                          STATION RECOVERY (1987)
 LW0237
 LW0237'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0237'RECOVERED IN GOOD CONDITION.
 LW0237
 LW0237                          STATION RECOVERY (1996)
 LW0237
 LW0237'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW0237'RECOVERED IN GOOD CONDITION.
 LW0237
 LW0237                          STATION RECOVERY (2003)
 LW0237
 LW0237'RECOVERY NOTE BY US POWER SQUADRON 2003 (TG)
 LW0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1225 ***********************************************************************
 LW1225  DESIGNATION -  F 29
 LW1225  PID         -  LW1225
 LW1225  STATE/COUNTY-  RI/PROVIDENCE
 LW1225  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1225
 LW1225                         *CURRENT SURVEY CONTROL
 LW1225  ___________________________________________________________________
 LW1225* NAD 83(1986)-  41 59 40.     (N)    071 30 05.     (W)     SCALED    
 LW1225* NAVD 88     -        89.123  (meters)     292.40   (feet)  ADJUSTED  
 LW1225  ___________________________________________________________________
 LW1225  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LW1225  DYNAMIC HT  -          89.095 (meters)     292.31  (feet)  COMP
 LW1225  MODELED GRAV-     980,305.3   (mgal)                       NAVD 88
 LW1225
 LW1225  VERT ORDER  -  SECOND    CLASS 0
 LW1225
 LW1225.The horizontal coordinates were scaled from a topographic map and have
 LW1225.an estimated accuracy of +/- 6 seconds.
 LW1225
 LW1225.The orthometric height was determined by differential leveling
 LW1225.and adjusted by the National Geodetic Survey in June 1991..
 LW1225
 LW1225.The geoid height was determined by GEOID03.
 LW1225
 LW1225.The dynamic height is computed by dividing the NAVD 88
 LW1225.geopotential number by the normal gravity value computed on the
 LW1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1225.degrees latitude (g = 980.6199 gals.).
 LW1225
 LW1225.The modeled gravity was interpolated from observed gravity values.
 LW1225
 LW1225;                    North         East    Units  Estimated Accuracy
 LW1225;SPC RI       -   101,190.       99,890.      MT  (+/- 180 meters Scaled)
 LW1225
 LW1225                          SUPERSEDED SURVEY CONTROL
 LW1225
 LW1225  NGVD 29 (??/??/92)   89.360  (m)          293.18   (f) ADJ UNCH    2 0
 LW1225
 LW1225.Superseded values are not recommended for survey control.
 LW1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1225.See file dsdata.txt to determine how the superseded data were derived.
 LW1225
 LW1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG928521(NAD 83)
 LW1225_MARKER: DB = BENCH MARK DISK
 LW1225_SETTING: 66 = SET IN ROCK OUTCROP
 LW1225_SP_SET: ROCK CUT
 LW1225_STAMPING: F 29 1969
 LW1225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1225+STABILITY: POSITION/ELEVATION WELL
 LW1225
 LW1225  HISTORY     - Date     Condition        Report By
 LW1225  HISTORY     - 1969     MONUMENTED       CGS
 LW1225  HISTORY     - 1988     GOOD             USPSQD
 LW1225
 LW1225                          STATION DESCRIPTION
 LW1225
 LW1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1225'AT WOONSOCKET.
 LW1225'AT WOONSOCKET, ABOUT 0.8 MILE SOUTH ALONG PARK AVENUE FROM THE
 LW1225'JUNCTION OF STATE HIGHWAY 122, THENCE 0.55 MILE EAST ALONG
 LW1225'LOGEE STREET, 58 FEET WEST OF THE CENTER OF THE INTERSECTION
 LW1225'OF LOGEE STREET, ROBERGE AVENUE AND MT. ST CAHRLES AVENUE, SET
 LW1225'IN THE TOP OF THE SOUTHEAST END OF A LONG LOW ROCK CUT, 25
 LW1225'FEET SOUTHWEST OF THE CENTER LINE OF LOGEE STREET, 31 FEET NORTH
 LW1225'OF THE CENTER LINE OF ROBERGE AVENUE, 1 FOOT NORTHWEST OF THE
 LW1225'SOUTHEAST END OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE
 LW1225'STREET.
 LW1225
 LW1225                          STATION RECOVERY (1988)
 LW1225
 LW1225'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0590 ***********************************************************************
 LW0590  DESIGNATION -  F 3
 LW0590  PID         -  LW0590
 LW0590  STATE/COUNTY-  RI/NEWPORT
 LW0590  USGS QUAD   -  SAKONNET POINT (1970)
 LW0590
 LW0590                         *CURRENT SURVEY CONTROL
 LW0590  ___________________________________________________________________
 LW0590* NAD 83(1986)-  41 28 29.     (N)    071 14 43.     (W)     SCALED    
 LW0590* NAVD 88     -        11.430  (meters)      37.50   (feet)  ADJUSTED  
 LW0590  ___________________________________________________________________
 LW0590  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW0590  DYNAMIC HT  -          11.426 (meters)      37.49  (feet)  COMP
 LW0590  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 LW0590
 LW0590  VERT ORDER  -  SECOND    CLASS 0
 LW0590
 LW0590.The horizontal coordinates were scaled from a topographic map and have
 LW0590.an estimated accuracy of +/- 6 seconds.
 LW0590
 LW0590.The orthometric height was determined by differential leveling
 LW0590.and adjusted by the National Geodetic Survey in June 1991..
 LW0590
 LW0590.The geoid height was determined by GEOID03.
 LW0590
 LW0590.The dynamic height is computed by dividing the NAVD 88
 LW0590.geopotential number by the normal gravity value computed on the
 LW0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0590.degrees latitude (g = 980.6199 gals.).
 LW0590
 LW0590.The modeled gravity was interpolated from observed gravity values.
 LW0590
 LW0590;                    North         East    Units  Estimated Accuracy
 LW0590;SPC RI       -    43,500.      121,280.      MT  (+/- 180 meters Scaled)
 LW0590
 LW0590                          SUPERSEDED SURVEY CONTROL
 LW0590
 LW0590  NGVD 29 (??/??/92)   11.703  (m)           38.40   (f) ADJ UNCH    2 0
 LW0590
 LW0590.Superseded values are not recommended for survey control.
 LW0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0590.See file dsdata.txt to determine how the superseded data were derived.
 LW0590
 LW0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF125938(NAD 83)
 LW0590_MARKER: DB = BENCH MARK DISK
 LW0590_SETTING: 80 = SET IN A BOULDER
 LW0590_SP_SET: BOULDER
 LW0590_STAMPING: F 3 1943
 LW0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0590+STABILITY: SURFACE MOTION
 LW0590
 LW0590  HISTORY     - Date     Condition        Report By
 LW0590  HISTORY     - 1943     MONUMENTED       CGS
 LW0590  HISTORY     - 1969     GOOD             NGS
 LW0590  HISTORY     - 1989     GOOD             USPSQD
 LW0590  HISTORY     - 19981203 GOOD             USPSQD
 LW0590
 LW0590                          STATION DESCRIPTION
 LW0590
 LW0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0590'4.6 MI SE FROM NEWPORT.
 LW0590'4.05 MILES EAST ALONG MEMORIAL BLVD, PURGATORY ROAD AND SACHUEST
 LW0590'POINT ROAD FROM THE MAIN POST OFFICE AT NEWPORT, THENCE 0.4
 LW0590'MILE SOUTH ALONG ROAD THRU NAVY RESERVATION, THENCE 0.1 MILE
 LW0590'SOUTHEAST THRU HEDERMAN PARK (A PICNIC AREA), 102 FEET WEST OF
 LW0590'THE SOUTHWEST CORNER OF A SQUARE CONCRETE ABANDONED LOOKOUT
 LW0590'TOWER, 35 FEET EAST OF THE NORTHEAST CORNER OF A TWO STORIED
 LW0590'HOUSE, 129 FEET NORTHWEST OF TRIANGULATION STATION RANGE, SET ON
 LW0590'THE TOP OF A 11-FOOT ROUND CONE SHAPED EXPOSED PART OF A BURIED
 LW0590'BOULDER WHICH PROJECTS 2 FEET ABOVE THE LEVEL OF THE GROUND.
 LW0590
 LW0590                          STATION RECOVERY (1989)
 LW0590
 LW0590'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0590'RECOVERED IN GOOD CONDITION.
 LW0590
 LW0590                          STATION RECOVERY (1998)
 LW0590
 LW0590'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0323 ***********************************************************************
 LW0323  DESIGNATION -  F 30
 LW0323  PID         -  LW0323
 LW0323  STATE/COUNTY-  RI/PROVIDENCE
 LW0323  USGS QUAD   -  PAWTUCKET (1975)
 LW0323
 LW0323                         *CURRENT SURVEY CONTROL
 LW0323  ___________________________________________________________________
 LW0323* NAD 83(1986)-  41 53 39.     (N)    071 22 34.     (W)     SCALED    
 LW0323* NAVD 88     -        28.571  (meters)      93.74   (feet)  ADJUSTED  
 LW0323  ___________________________________________________________________
 LW0323  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LW0323  DYNAMIC HT  -          28.563 (meters)      93.71  (feet)  COMP
 LW0323  MODELED GRAV-     980,328.4   (mgal)                       NAVD 88
 LW0323
 LW0323  VERT ORDER  -  SECOND    CLASS 0
 LW0323
 LW0323.The horizontal coordinates were scaled from a topographic map and have
 LW0323.an estimated accuracy of +/- 6 seconds.
 LW0323
 LW0323.The orthometric height was determined by differential leveling
 LW0323.and adjusted by the National Geodetic Survey in June 1991..
 LW0323
 LW0323.The geoid height was determined by GEOID03.
 LW0323
 LW0323.The dynamic height is computed by dividing the NAVD 88
 LW0323.geopotential number by the normal gravity value computed on the
 LW0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0323.degrees latitude (g = 980.6199 gals.).
 LW0323
 LW0323.The modeled gravity was interpolated from observed gravity values.
 LW0323
 LW0323;                    North         East    Units  Estimated Accuracy
 LW0323;SPC RI       -    90,060.      110,280.      MT  (+/- 180 meters Scaled)
 LW0323
 LW0323                          SUPERSEDED SURVEY CONTROL
 LW0323
 LW0323  NGVD 29 (??/??/92)   28.813  (m)           94.53   (f) ADJ UNCH    2 0
 LW0323
 LW0323.Superseded values are not recommended for survey control.
 LW0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0323.See file dsdata.txt to determine how the superseded data were derived.
 LW0323
 LW0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG028407(NAD 83)
 LW0323_MARKER: DB = BENCH MARK DISK
 LW0323_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW0323_SP_SET: GUARD RAIL
 LW0323_STAMPING: F 30 1969
 LW0323_MARK LOGO: CGS   
 LW0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0323
 LW0323  HISTORY     - Date     Condition        Report By
 LW0323  HISTORY     - 1969     MONUMENTED       CGS
 LW0323  HISTORY     - 1986     GOOD             RIGS
 LW0323
 LW0323                          STATION DESCRIPTION
 LW0323
 LW0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0323'AT PAWTUCKET.
 LW0323'AT PAWTUCKET, ABOUT 1.1 MILES NORTHEAST ALONG INTERSTATE HIGHWAY
 LW0323'95 FROM THE EXCHANGE STREET OVERPASS OVER I 95, AT THE RHODE
 LW0323'ISLAND-MASSACHUSETTS STATE LINE, SET ON THE TOP OF THE NORTHEAST
 LW0323'END OF THE SOUTHEAST CONCRETE GUARD RAIL OF THE NORTHBOUND LANE
 LW0323'FOR OVERPASS OVER THE PEN CENTRAL RAILROAD AND A DEAD END STREET,
 LW0323'1.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY, 22.8
 LW0323'FEET SOUTHWEST OF THE NORTHEAST END OF THE GUARD RAIL AND 1 FOOT
 LW0323'ABOVE THE LEVEL OF THE HIGHWAY.
 LW0323
 LW0323                          STATION RECOVERY (1986)
 LW0323
 LW0323'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0329 ***********************************************************************
 LW0329  DESIGNATION -  F 31
 LW0329  PID         -  LW0329
 LW0329  STATE/COUNTY-  RI/PROVIDENCE
 LW0329  USGS QUAD   -  PROVIDENCE (1975)
 LW0329
 LW0329                         *CURRENT SURVEY CONTROL
 LW0329  ___________________________________________________________________
 LW0329* NAD 83(1986)-  41 51 19.     (N)    071 24 22.     (W)     SCALED    
 LW0329* NAVD 88     -        14.103  (meters)      46.27   (feet)  ADJUSTED  
 LW0329  ___________________________________________________________________
 LW0329  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LW0329  DYNAMIC HT  -          14.098 (meters)      46.25  (feet)  COMP
 LW0329  MODELED GRAV-     980,323.7   (mgal)                       NAVD 88
 LW0329
 LW0329  VERT ORDER  -  SECOND    CLASS 0
 LW0329
 LW0329.The horizontal coordinates were scaled from a topographic map and have
 LW0329.an estimated accuracy of +/- 6 seconds.
 LW0329
 LW0329.The orthometric height was determined by differential leveling
 LW0329.and adjusted by the National Geodetic Survey in June 1991..
 LW0329
 LW0329.The geoid height was determined by GEOID03.
 LW0329
 LW0329.The dynamic height is computed by dividing the NAVD 88
 LW0329.geopotential number by the normal gravity value computed on the
 LW0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0329.degrees latitude (g = 980.6199 gals.).
 LW0329
 LW0329.The modeled gravity was interpolated from observed gravity values.
 LW0329
 LW0329;                    North         East    Units  Estimated Accuracy
 LW0329;SPC RI       -    85,740.      107,800.      MT  (+/- 180 meters Scaled)
 LW0329
 LW0329                          SUPERSEDED SURVEY CONTROL
 LW0329
 LW0329  NGVD 29 (??/??/92)   14.349  (m)           47.08   (f) ADJ UNCH    2 0
 LW0329
 LW0329.Superseded values are not recommended for survey control.
 LW0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0329.See file dsdata.txt to determine how the superseded data were derived.
 LW0329
 LW0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG002365(NAD 83)
 LW0329_MARKER: DB = BENCH MARK DISK
 LW0329_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0329_SP_SET: PIER
 LW0329_STAMPING: F 31 1969
 LW0329_MARK LOGO: CGS   
 LW0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0329
 LW0329  HISTORY     - Date     Condition        Report By
 LW0329  HISTORY     - 1969     MONUMENTED       CGS
 LW0329  HISTORY     - 1985     GOOD             RIGS
 LW0329
 LW0329                          STATION DESCRIPTION
 LW0329
 LW0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0329'AT PROVIDENCE.
 LW0329'AT PROVIDENCE, ABOUT 1.8 MILES NORTHEAST ALONG INTERSTATE HIGHWAY
 LW0329'95 FROM THE SMITH STREET OVERPASS OVER I-95 AT PROVIDENCE, SET
 LW0329'VERTICALLY IN THE NORTHEAST FACE OF THE NORTHEAST LEG OF THE
 LW0329'SOUTHEAST PIER UNDER STATE HIGHWAY 126 OVERPASS OVER I 95, 10
 LW0329'FEET SOUTHEAST OF THE SOUTHEAST CURB LINE OF THE NORTHBOUND LANE
 LW0329'OF THE HIGHWAY, 3.1 FEET ABOVE THE BLACK TOP FLOOR AROUND THE
 LW0329'PIER AND 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0329
 LW0329                          STATION RECOVERY (1985)
 LW0329
 LW0329'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0478 ***********************************************************************
 LW0478  DESIGNATION -  F 32
 LW0478  PID         -  LW0478
 LW0478  STATE/COUNTY-  RI/NEWPORT
 LW0478  USGS QUAD   -  WICKFORD (1995)
 LW0478
 LW0478                         *CURRENT SURVEY CONTROL
 LW0478  ___________________________________________________________________
 LW0478* NAD 83(1986)-  41 31 38.     (N)    071 24 03.     (W)     SCALED    
 LW0478* NAVD 88     -        38.273  (meters)     125.57   (feet)  ADJUSTED  
 LW0478  ___________________________________________________________________
 LW0478  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW0478  DYNAMIC HT  -          38.261 (meters)     125.53  (feet)  COMP
 LW0478  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LW0478
 LW0478  VERT ORDER  -  SECOND    CLASS 0
 LW0478
 LW0478.The horizontal coordinates were scaled from a topographic map and have
 LW0478.an estimated accuracy of +/- 6 seconds.
 LW0478
 LW0478.The orthometric height was determined by differential leveling
 LW0478.and adjusted by the National Geodetic Survey in June 1991..
 LW0478
 LW0478.The geoid height was determined by GEOID03.
 LW0478
 LW0478.The dynamic height is computed by dividing the NAVD 88
 LW0478.geopotential number by the normal gravity value computed on the
 LW0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0478.degrees latitude (g = 980.6199 gals.).
 LW0478
 LW0478.The modeled gravity was interpolated from observed gravity values.
 LW0478
 LW0478;                    North         East    Units  Estimated Accuracy
 LW0478;SPC RI       -    49,300.      108,280.      MT  (+/- 180 meters Scaled)
 LW0478
 LW0478                          SUPERSEDED SURVEY CONTROL
 LW0478
 LW0478  NGVD 29 (??/??/92)   38.547  (m)          126.47   (f) ADJ UNCH    2 0
 LW0478
 LW0478.Superseded values are not recommended for survey control.
 LW0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0478.See file dsdata.txt to determine how the superseded data were derived.
 LW0478
 LW0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG996000(NAD 83)
 LW0478_MARKER: DB = BENCH MARK DISK
 LW0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0478_SP_SET: SIDEWALK
 LW0478_STAMPING: F 32 1969
 LW0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0478
 LW0478  HISTORY     - Date     Condition        Report By
 LW0478  HISTORY     - 1969     MONUMENTED       CGS
 LW0478  HISTORY     - 1988     GOOD             USPSQD
 LW0478  HISTORY     - 20060504 MARK NOT FOUND   USPSQD
 LW0478
 LW0478                          STATION DESCRIPTION
 LW0478
 LW0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0478'AT JAMESTOWN.
 LW0478'AT JAMESTOWN, 0.55 MILE WEST ALONG STATE HIGHWAY 138 FROM THE
 LW0478'EAST END OF THE JAMESTOWN BRIDGE OVER WEST NARRAGANSETT BAY
 LW0478'PASSAGE, NEAR THE WASHINGTON-NEWPORT COUNTY LINE, SET ON THE
 LW0478'TOP AND ALONG THE NORTH EDGE OF THE CONCRETE SIDEWALK ALONG THE
 LW0478'SOUTH SIDE OF THE BRIDGE, 47 FEET WEST OF THE WEST END OF THE
 LW0478'STEEL STRUCTURE ON THE SOUTH SIDE OF THE BRIDGE, 11.2 FEET SOUTH
 LW0478'OF THE CENTER LINE OF THE HIGHWAY 4 FEET NORTH OF THE SOUTH IRON
 LW0478'BRIDGE GUARD RAILING AND 0.8 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0478
 LW0478                          STATION RECOVERY (1988)
 LW0478
 LW0478'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0478'RECOVERED IN GOOD CONDITION.
 LW0478
 LW0478                          STATION RECOVERY (2006)
 LW0478
 LW0478'RECOVERY NOTE BY US POWER SQUADRON 2006 (TLG)
 LW0478'THIS SECTION OF THE JAMESTOWN BRIDGE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0416 ***********************************************************************
 LW0416  DESIGNATION -  F 33
 LW0416  PID         -  LW0416
 LW0416  STATE/COUNTY-  RI/PROVIDENCE
 LW0416  USGS QUAD   -  PAWTUCKET (1975)
 LW0416
 LW0416                         *CURRENT SURVEY CONTROL
 LW0416  ___________________________________________________________________
 LW0416* NAD 83(1986)-  41 55 12.     (N)    071 29 11.     (W)     SCALED    
 LW0416* NAVD 88     -       140.325  (meters)     460.38   (feet)  ADJUSTED  
 LW0416  ___________________________________________________________________
 LW0416  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LW0416  DYNAMIC HT  -         140.282 (meters)     460.24  (feet)  COMP
 LW0416  MODELED GRAV-     980,308.5   (mgal)                       NAVD 88
 LW0416
 LW0416  VERT ORDER  -  SECOND    CLASS 0
 LW0416
 LW0416.The horizontal coordinates were scaled from a topographic map and have
 LW0416.an estimated accuracy of +/- 6 seconds.
 LW0416
 LW0416.The orthometric height was determined by differential leveling
 LW0416.and adjusted by the National Geodetic Survey in June 1991..
 LW0416
 LW0416.The geoid height was determined by GEOID03.
 LW0416
 LW0416.The dynamic height is computed by dividing the NAVD 88
 LW0416.geopotential number by the normal gravity value computed on the
 LW0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0416.degrees latitude (g = 980.6199 gals.).
 LW0416
 LW0416.The modeled gravity was interpolated from observed gravity values.
 LW0416
 LW0416;                    North         East    Units  Estimated Accuracy
 LW0416;SPC RI       -    92,920.      101,130.      MT  (+/- 180 meters Scaled)
 LW0416
 LW0416                          SUPERSEDED SURVEY CONTROL
 LW0416
 LW0416  NGVD 29 (??/??/92)  140.565  (m)          461.17   (f) ADJ UNCH    2 0
 LW0416
 LW0416.Superseded values are not recommended for survey control.
 LW0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0416.See file dsdata.txt to determine how the superseded data were derived.
 LW0416
 LW0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG938438(NAD 83)
 LW0416_MARKER: DB = BENCH MARK DISK
 LW0416_SETTING: 80 = SET IN A BOULDER
 LW0416_SP_SET: BOULDER
 LW0416_STAMPING: F 33 1969
 LW0416_MARK LOGO: CGS   
 LW0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0416+STABILITY: SURFACE MOTION
 LW0416
 LW0416  HISTORY     - Date     Condition        Report By
 LW0416  HISTORY     - 1969     MONUMENTED       CGS
 LW0416  HISTORY     - 1985     GOOD             RIGS
 LW0416
 LW0416                          STATION DESCRIPTION
 LW0416
 LW0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0416'9.3 MI NW FROM PROVIDENCE.
 LW0416'ABOUT 7.4 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0416'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0416'AT PROVIDENCE, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY 116,
 LW0416'THENCE 1.1 MILE SOUTH ALONG STATE HIGHWAY 123, ABOUT 0.15 MILE
 LW0416'SOUTHEAST OF THE JUNCTION OF THE WEST DRIVE TO THE NORTH CENTRAL
 LW0416'STATE AIRPORT, IN THE WEST CORNER OF THE JUNCTION OF THE EAST
 LW0416'DRIVE TO THE AIRPORT, SET IN THE TOP OF AN IMBEDDED BOULDER
 LW0416'WHICH IS 5 FEET LONG-1 1/2 FEET WIDE AND PROJECTS 1/2 FOOT ABOVE
 LW0416'THE LEVEL OF THE GROUND, 99 FEET SOUTHWEST OF THE CENTER LINE
 LW0416'OF THE HIGHWAY, 58 FEET NORTHWEST OF THE CENTER LINE OF THE
 LW0416'SOUTHWEST BOUND LANE OF THE AIRPORT DRIVE, AND 1 FOOT ABOVE THE
 LW0416'LEVEL OF THE DRIVE.
 LW0416
 LW0416                          STATION RECOVERY (1985)
 LW0416
 LW0416'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0629 ***********************************************************************
 LW0629  DESIGNATION -  F 34
 LW0629  PID         -  LW0629
 LW0629  STATE/COUNTY-  RI/NEWPORT
 LW0629  USGS QUAD   -  NEWPORT (1975)
 LW0629
 LW0629                         *CURRENT SURVEY CONTROL
 LW0629  ___________________________________________________________________
 LW0629* NAD 83(1986)-  41 29 50.     (N)    071 22 01.     (W)     SCALED    
 LW0629* NAVD 88     -         1.710  (meters)       5.61   (feet)  ADJUSTED  
 LW0629  ___________________________________________________________________
 LW0629  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW0629  DYNAMIC HT  -           1.709 (meters)       5.61  (feet)  COMP
 LW0629  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 LW0629
 LW0629  VERT ORDER  -  SECOND    CLASS 0
 LW0629
 LW0629.The horizontal coordinates were scaled from a topographic map and have
 LW0629.an estimated accuracy of +/- 6 seconds.
 LW0629
 LW0629.The orthometric height was determined by differential leveling
 LW0629.and adjusted by the National Geodetic Survey in June 1991..
 LW0629
 LW0629.The geoid height was determined by GEOID03.
 LW0629
 LW0629.The dynamic height is computed by dividing the NAVD 88
 LW0629.geopotential number by the normal gravity value computed on the
 LW0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0629.degrees latitude (g = 980.6199 gals.).
 LW0629
 LW0629.The modeled gravity was interpolated from observed gravity values.
 LW0629
 LW0629;                    North         East    Units  Estimated Accuracy
 LW0629;SPC RI       -    45,980.      111,110.      MT  (+/- 180 meters Scaled)
 LW0629
 LW0629                          SUPERSEDED SURVEY CONTROL
 LW0629
 LW0629  NGVD 29 (??/??/92)    1.984  (m)            6.51   (f) ADJ UNCH    2 0
 LW0629
 LW0629.Superseded values are not recommended for survey control.
 LW0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0629.See file dsdata.txt to determine how the superseded data were derived.
 LW0629
 LW0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF024966(NAD 83)
 LW0629_MARKER: DB = BENCH MARK DISK
 LW0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0629_SP_SET: SEA WALL
 LW0629_STAMPING: F 34 1969
 LW0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0629+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003
 LW0629
 LW0629  HISTORY     - Date     Condition        Report By
 LW0629  HISTORY     - 1969     MONUMENTED       CGS
 LW0629  HISTORY     - 1988     GOOD             USPSQD
 LW0629  HISTORY     - 19941013 GOOD             USPSQD
 LW0629  HISTORY     - 20030918 GOOD             USPSQD
 LW0629
 LW0629                          STATION DESCRIPTION
 LW0629
 LW0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0629'AT JAMESTOWN.
 LW0629'AT JAMESTOWN, ALONG CANONICUS AVENUE, 378 FEET NORTHEAST OF THE
 LW0629'JUNCTION OF CANONICUS AVENUE AND NARRAGANSETT AVENUE, SET IN THE
 LW0629'TOP OF THE CONCRETE SEA WALL, 31 FEET NORTH OF THE NORTH SIDE
 LW0629'OF A BOAT RAMP, 18 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 LW0629'CANONICUS AVENUE, 321 FEET SOUTHWEST OF TIDAL 8 DESCRIBED, 291
 LW0629'FEET NORTH OF TIDAL 10 DESCRIBED, ABOUT LEVEL WITH THE AVENUE.
 LW0629'NOTE-- MARK WAS ESTABLISHED TO REPLACE TIDAL 9 OF TIDAL LIST 15,
 LW0629'RHODE ISLAND.
 LW0629
 LW0629                          STATION RECOVERY (1988)
 LW0629
 LW0629'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0629'RECOVERED IN GOOD CONDITION.
 LW0629
 LW0629                          STATION RECOVERY (1994)
 LW0629
 LW0629'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0629'RECOVERED IN GOOD CONDITION.
 LW0629
 LW0629                          STATION RECOVERY (2003)
 LW0629
 LW0629'RECOVERY NOTE BY US POWER SQUADRON 2003 (TLG)
 LW0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1050 ***********************************************************************
 LW1050  DESIGNATION -  F 9
 LW1050  PID         -  LW1050
 LW1050  STATE/COUNTY-  RI/KENT
 LW1050  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1050
 LW1050                         *CURRENT SURVEY CONTROL
 LW1050  ___________________________________________________________________
 LW1050* NAD 83(1986)-  41 41 34.     (N)    071 44 05.     (W)     SCALED    
 LW1050* NAVD 88     -       142.071  (meters)     466.11   (feet)  ADJUSTED  
 LW1050  ___________________________________________________________________
 LW1050  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW1050  DYNAMIC HT  -         142.020 (meters)     465.94  (feet)  COMP
 LW1050  MODELED GRAV-     980,262.1   (mgal)                       NAVD 88
 LW1050
 LW1050  VERT ORDER  -  SECOND    CLASS 0
 LW1050
 LW1050.The horizontal coordinates were scaled from a topographic map and have
 LW1050.an estimated accuracy of +/- 6 seconds.
 LW1050
 LW1050.The orthometric height was determined by differential leveling
 LW1050.and adjusted by the National Geodetic Survey in June 1991..
 LW1050
 LW1050.The geoid height was determined by GEOID03.
 LW1050
 LW1050.The dynamic height is computed by dividing the NAVD 88
 LW1050.geopotential number by the normal gravity value computed on the
 LW1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1050.degrees latitude (g = 980.6199 gals.).
 LW1050
 LW1050.The modeled gravity was interpolated from observed gravity values.
 LW1050
 LW1050;                    North         East    Units  Estimated Accuracy
 LW1050;SPC RI       -    67,710.       80,460.      MT  (+/- 180 meters Scaled)
 LW1050
 LW1050                          SUPERSEDED SURVEY CONTROL
 LW1050
 LW1050  NGVD 29 (??/??/92)  142.312  (m)          466.90   (f) ADJ UNCH    2 0
 LW1050
 LW1050.Superseded values are not recommended for survey control.
 LW1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1050.See file dsdata.txt to determine how the superseded data were derived.
 LW1050
 LW1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG724192(NAD 83)
 LW1050_MARKER: DB = BENCH MARK DISK
 LW1050_SETTING: 80 = SET IN A BOULDER
 LW1050_SP_SET: BOULDER
 LW1050_STAMPING: F 9 1958
 LW1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1050+STABILITY: SURFACE MOTION
 LW1050
 LW1050  HISTORY     - Date     Condition        Report By
 LW1050  HISTORY     - 1958     MONUMENTED       CGS
 LW1050  HISTORY     - 1969     GOOD             NGS
 LW1050  HISTORY     - 1988     GOOD             USPSQD
 LW1050
 LW1050                          STATION DESCRIPTION
 LW1050
 LW1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1050'2.2 MI W FROM SUMMIT.
 LW1050'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 117 FROM THE INTERSECTION
 LW1050'OF STATE HIGHWAY 102 AT SUMMIT, ABOUT 0.4 MILE EAST ALONG STATE
 LW1050'HIGHWAY 117 FROM THE POST OFFICE AT GREENE, ACROSS THE HIGHWAY
 LW1050'FROM A LOG HOUSE, SET IN THE TOP OF A LARGE IMBEDDED BOULDER
 LW1050'WHICH IS 6 FEET LONG AND 3 FEET HIGH, 19 1/2 FEET SOUTH OF THE
 LW1050'CENTER LINE OF THE HIGHWAY, 2.2 FEET NORTHWEST OF THE SOUTHEAST
 LW1050'CORNER OF THE ROCK AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 LW1050
 LW1050                          STATION RECOVERY (1988)
 LW1050
 LW1050'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2227 ***********************************************************************
 LW2227  DESIGNATION -  FALL R COR 3 TIVERTON COR 3
 LW2227  PID         -  LW2227
 LW2227  STATE/COUNTY-  RI/NEWPORT
 LW2227  USGS QUAD   -  FALL RIVER (1979)
 LW2227
 LW2227                         *CURRENT SURVEY CONTROL
 LW2227  ___________________________________________________________________
 LW2227* NAD 83(1996)-  41 40 05.68877(N)    071 10 34.00415(W)     ADJUSTED  
 LW2227* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 LW2227  ___________________________________________________________________
 LW2227  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 LW2227  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW2227
 LW2227  HORZ ORDER  -  THIRD
 LW2227
 LW2227.The horizontal coordinates were established by classical geodetic methods
 LW2227.and adjusted by the National Geodetic Survey in August 1998..
 LW2227
 LW2227.The orthometric height was scaled from a topographic map.
 LW2227
 LW2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2227
 LW2227.The geoid height was determined by GEOID03.
 LW2227
 LW2227;                    North         East     Units Scale Factor Converg.
 LW2227;SPC RI       -    65,011.467   126,973.123   MT  1.00000270   +0 12 55.2
 LW2227;SPC RI       -   213,291.79    416,577.65   sFT  1.00000270   +0 12 55.2
 LW2227;UTM  19      - 4,615,230.832   318,841.368   MT  1.00000387   -1 26 49.6
 LW2227
 LW2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2227!SPC RI       -   0.99999542  x   1.00000270  =   0.99999812
 LW2227!UTM  19      -   0.99999542  x   1.00000387  =   0.99999929
 LW2227
 LW2227|---------------------------------------------------------------------|
 LW2227| PID    Reference Object                     Distance      Geod. Az  |
 LW2227|                                                           dddmmss.s |
 LW2227| LW2226 X2                                   90.011 METERS 01404     |
 LW2227| LW2223 CUPOLA                              334.959 METERS 33217     |
 LW2227| LW2224 CHIMNEY                             270.903 METERS 33331     |
 LW2227|---------------------------------------------------------------------|
 LW2227
 LW2227                          SUPERSEDED SURVEY CONTROL
 LW2227
 LW2227  NAD 83(1996)-  41 40 05.68876(N)    071 10 34.00415(W) AD(       ) 3
 LW2227  NAD 83(1992)-  41 40 05.68672(N)    071 10 34.00313(W) AD(       ) 3
 LW2227  NAD 83(1992)-  41 40 05.68672(N)    071 10 34.00313(W) AD(       ) 3
 LW2227  NAD 83(1986)-  41 40 05.68654(N)    071 10 34.00268(W) AD(       ) 3
 LW2227  NAD 27      -  41 40 05.31600(N)    071 10 35.85200(W) AD(       ) 3
 LW2227
 LW2227.Superseded values are not recommended for survey control.
 LW2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2227.See file dsdata.txt to determine how the superseded data were derived.
 LW2227
 LW2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1884115231(NAD 83)
 LW2227
 LW2227  HISTORY     - Date     Condition        Report By
 LW2227  HISTORY     - UNK      MONUMENTED
 LW2227  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2227
 LW2227                          STATION DESCRIPTION
 LW2227
 LW2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2227'THE STATION WAS RECOVERED IN GOOD CONDITION.  STATION IS LOCATED
 LW2227'IN THE NW CORNER OF THE INTERSECTION OF FISH ROAD AND CONNECTICUT
 LW2227'STREET, 36 FT. N OF CONNECTICUT STREET, AND 24 FT. W OF FISH
 LW2227'ROAD.  IT IS AN 8- BY 6-IN. GRANITE POST PROJECTING 6 IN. ABOVE
 LW2227'THE GROUND.  THERE IS A 1/2-IN. DRILL HOLE IN THE TOP OF THE
 LW2227'POST.  THE LETTERS R AND M ARE VISIBLE ON THE SIDES OF THE POST
 LW2227'AND 1893 ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2217 ***********************************************************************
 LW2217  DESIGNATION -  FALL RIVER CORNER 5
 LW2217  PID         -  LW2217
 LW2217  STATE/COUNTY-  RI/NEWPORT
 LW2217  USGS QUAD   -  FALL RIVER (1979)
 LW2217
 LW2217                         *CURRENT SURVEY CONTROL
 LW2217  ___________________________________________________________________
 LW2217* NAD 83(1996)-  41 40 22.97683(N)    071 11 03.43370(W)     ADJUSTED  
 LW2217* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 LW2217  ___________________________________________________________________
 LW2217  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 LW2217  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW2217
 LW2217  HORZ ORDER  -  THIRD
 LW2217
 LW2217.The horizontal coordinates were established by classical geodetic methods
 LW2217.and adjusted by the National Geodetic Survey in August 1998..
 LW2217
 LW2217.The orthometric height was scaled from a topographic map.
 LW2217
 LW2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2217
 LW2217.The geoid height was determined by GEOID03.
 LW2217
 LW2217;                    North         East     Units Scale Factor Converg.
 LW2217;SPC RI       -    65,542.309   126,290.371   MT  1.00000225   +0 12 35.7
 LW2217;SPC RI       -   215,033.39    414,337.66   sFT  1.00000225   +0 12 35.7
 LW2217;UTM  19      - 4,615,781.260   318,174.302   MT  1.00000685   -1 27 09.7
 LW2217
 LW2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2217!SPC RI       -   0.99999244  x   1.00000225  =   0.99999469
 LW2217!UTM  19      -   0.99999244  x   1.00000685  =   0.99999929
 LW2217
 LW2217                          SUPERSEDED SURVEY CONTROL
 LW2217
 LW2217  NAD 83(1996)-  41 40 22.97683(N)    071 11 03.43370(W) AD(       ) 3
 LW2217  NAD 83(1992)-  41 40 22.97477(N)    071 11 03.43268(W) AD(       ) 3
 LW2217  NAD 83(1992)-  41 40 22.97477(N)    071 11 03.43267(W) AD(       ) 3
 LW2217  NAD 83(1986)-  41 40 22.97447(N)    071 11 03.43197(W) AD(       ) 3
 LW2217  NAD 27      -  41 40 22.60100(N)    071 11 05.27700(W) AD(       ) 3
 LW2217
 LW2217.Superseded values are not recommended for survey control.
 LW2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2217.See file dsdata.txt to determine how the superseded data were derived.
 LW2217
 LW2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1817415781(NAD 83)
 LW2217
 LW2217  HISTORY     - Date     Condition        Report By
 LW2217  HISTORY     - UNK      MONUMENTED
 LW2217  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2217
 LW2217                          STATION DESCRIPTION
 LW2217
 LW2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2217'THE STATION WAS NOT RECOVERED.  LOCAL RESIDENTS STATE THAT THE LINE
 LW2217'FOLLOWS THE CENTERLINE OF STATE STREET.  NO MARKER COULD BE
 LW2217'FOUND ALONG THE CENTERLINE OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0320 ***********************************************************************
 LW0320  DESIGNATION -  FALLS
 LW0320  PID         -  LW0320
 LW0320  STATE/COUNTY-  RI/PROVIDENCE
 LW0320  USGS QUAD   -  PAWTUCKET (1975)
 LW0320
 LW0320                         *CURRENT SURVEY CONTROL
 LW0320  ___________________________________________________________________
 LW0320* NAD 83(1996)-  41 53 16.65123(N)    071 23 20.75778(W)     ADJUSTED  
 LW0320* NAVD 88     -        50.669  (meters)     166.24   (feet)  ADJUSTED  
 LW0320  ___________________________________________________________________
 LW0320  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LW0320  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LW0320  DYNAMIC HT  -          50.654 (meters)     166.19  (feet)  COMP
 LW0320  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 LW0320
 LW0320  HORZ ORDER  -  FIRST
 LW0320  VERT ORDER  -  SECOND    CLASS 0
 LW0320
 LW0320.The horizontal coordinates were established by classical geodetic methods
 LW0320.and adjusted by the National Geodetic Survey in August 1998..
 LW0320
 LW0320.The orthometric height was determined by differential leveling
 LW0320.and adjusted by the National Geodetic Survey in June 1991..
 LW0320
 LW0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0320
 LW0320.The geoid height was determined by GEOID03.
 LW0320
 LW0320.The dynamic height is computed by dividing the NAVD 88
 LW0320.geopotential number by the normal gravity value computed on the
 LW0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0320.degrees latitude (g = 980.6199 gals.).
 LW0320
 LW0320.The modeled gravity was interpolated from observed gravity values.
 LW0320
 LW0320;                    North         East     Units Scale Factor Converg.
 LW0320;SPC RI       -    89,369.742   109,204.244   MT  0.99999479   +0 04 26.6
 LW0320;SPC RI       -   293,207.23    358,280.92   sFT  0.99999479   +0 04 26.6
 LW0320;SPC MA M     -   848,630.905   209,204.108   MT  0.99997936   +0 04 28.2
 LW0320;SPC MA M     - 2,784,216.56    686,363.81   sFT  0.99997936   +0 04 28.2
 LW0320;UTM  19      - 4,640,096.547   301,787.435   MT  1.00008347   -1 35 44.4
 LW0320
 LW0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0320!SPC RI       -   0.99999665  x   0.99999479  =   0.99999144
 LW0320!SPC MA M     -   0.99999665  x   0.99997936  =   0.99997601
 LW0320!UTM  19      -   0.99999665  x   1.00008347  =   1.00008012
 LW0320
 LW0320:                Primary Azimuth Mark                     Grid Az
 LW0320:SPC RI       -  CENTRAL FALLS CORNING WORKS TK           012 20 47.8
 LW0320:SPC MA M     -  CENTRAL FALLS CORNING WORKS TK           012 20 46.2
 LW0320:UTM  19      -  CENTRAL FALLS CORNING WORKS TK           014 00 58.8
 LW0320
 LW0320|---------------------------------------------------------------------|
 LW0320| PID    Reference Object                     Distance      Geod. Az  |
 LW0320|                                                           dddmmss.s |
 LW0320| LW2748 CENTRAL FALLS CORNING WORKS TK      APPROX. 0.9 KM 0122514.4 |
 LW0320| LW2757 CENTRAL FALLS HASBRO TOY CO TK      APPROX. 0.7 KM 0214449.0 |
 LW0320| LW2756 PAWTUCKET CUMBERLAND ENGR TANK      APPROX. 1.3 KM 0550954.1 |
 LW0320| LW2747 CENTRAL FALLS SACRED H CATH CH      136.651 METERS 07314     |
 LW0320| LW2599 PAWTUCKET CONSOLATION CATH CH       APPROX. 1.4 KM 0792443.3 |
 LW0320| LW2604 PAWTUCKET ST CECILE CATH CH         APPROX. 2.9 KM 0905033.0 |
 LW0320| LW2607 PAWTUCKET JC HALL BLDG TOWER        APPROX. 1.5 KM 1023022.8 |
 LW0320| LW2640 SEEKONK TOWN STANDPIPE              APPROX. 6.3 KM 1234357.2 |
 LW0320| LW0318 FALLS RM 1                           15.789 METERS 12350     |
 LW0320| LW2720 PAWTUCKET ST MARYS CATH CH          APPROX. 1.7 KM 1804911.9 |
 LW0320| LW0319 FALLS RM 2                           15.561 METERS 19328     |
 LW0320| LW2659 PROVIDENCE STATE CAPITOL DOME       APPROX. 6.7 KM 1984234.8 |
 LW0320| LW2721 PAWTUCKET ST GEAN CATH CH           APPROX. 1.8 KM 2010756.6 |
 LW0320| LW2744 LINCOLN TOWN MUNICIPAL TANK         APPROX. 2.9 KM 2683616.4 |
 LW0320| LW2754 CENTRAL FALLS TRINITY CATH CH       APPROX. 0.6 KM 2804945.1 |
 LW0320| LW2740 LINCOLN TOWN MUN STANDPIPE          APPROX. 6.3 KM 3165520.5 |
 LW0320| LW2749 VALLEY FALLS RAD WXTR N MAST        APPROX. 2.1 KM 3371849.7 |
 LW0320| LW2733 VALLEY FALLS CADILLAC TEX TANK      APPROX. 1.3 KM 3410709.0 |
 LW0320| LW2732 VALLEY FALLS TOWN HALL CUPOLA       APPROX. 1.4 KM 3545734.3 |
 LW0320|---------------------------------------------------------------------|
 LW0320
 LW0320                          SUPERSEDED SURVEY CONTROL
 LW0320
 LW0320  NAD 83(1996)-  41 53 16.65119(N)    071 23 20.75779(W) AD(       ) 1
 LW0320  NAD 83(1992)-  41 53 16.64973(N)    071 23 20.75691(W) AD(       ) 1
 LW0320  NAD 83(1992)-  41 53 16.64970(N)    071 23 20.75693(W) AD(       ) 1
 LW0320  NAD 83(1986)-  41 53 16.64822(N)    071 23 20.75594(W) AD(       ) 1
 LW0320  NAD 27      -  41 53 16.29037(N)    071 23 22.55098(W) AD(       ) 1
 LW0320  NGVD 29 (??/??/92)   50.911  (m)          167.03   (f) ADJ UNCH    2 0
 LW0320
 LW0320.Superseded values are not recommended for survey control.
 LW0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0320.See file dsdata.txt to determine how the superseded data were derived.
 LW0320
 LW0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0178740097(NAD 83)
 LW0320_MARKER: DS = TRIANGULATION STATION DISK
 LW0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0320_SP_SET: CONCRETE WALKWAY
 LW0320_STAMPING: FALLS 1968
 LW0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0320
 LW0320  HISTORY     - Date     Condition        Report By
 LW0320  HISTORY     - 1968     MONUMENTED       CGS
 LW0320  HISTORY     - 1969     GOOD             NGS
 LW0320  HISTORY     - 1984     GOOD             LOCENG
 LW0320  HISTORY     - 1986     GOOD             RIGS
 LW0320
 LW0320                          STATION DESCRIPTION
 LW0320
 LW0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0320'THE STATION IS LOCATED IN THE TOWN OF CENTRAL FALLS AND ATOP A
 LW0320'ROCK HILL AT THE SITE OF A LARGE CLOCK TOWER IN JENKS CITY PARK.
 LW0320'
 LW0320'TO REACH THE STATION FROM THE CITY HALL IN CENTRAL FALLS, GO
 LW0320'NORTH ON BROAD STREET FOR 0.1 MILE TO THE ENTRANCE OF JENKS CITY
 LW0320'PARK ON THE LEFT.  TURN LEFT AND GO WESTERLY ON THE PARK DRIVEWAY
 LW0320'FOR 0.05 MILE TO A WALKWAY ON THE RIGHT THAT LEADS UP A ROCK HILL
 LW0320'AND THE STATION ON THE RIGHT ATOP THE ROCK HILL.
 LW0320'
 LW0320'STATION MARK, STAMPED FALLS 1968 IS A STANDARD DISK SET IN A
 LW0320'DRILL HOLE IN THE CONCRETE WALKWAY AROUND THE BASE OF THE CLOCK
 LW0320'TOWER.  IT IS SET FLUSH WITH THE SIDEWALK SURFACE.  IT IS 18.5 FEET
 LW0320'NORTH-NORTHWEST OF THE NORTH WALL OF THE CLOCK TOWER, 5.3 FEET
 LW0320'NORTH OF AN IRON HAND RAIL AND 5 FEET SOUTH OF AN IRON HAND RAIL.
 LW0320'
 LW0320'RM 1, A STANDARD DISK STAMPED FALLS NO 1 1968 IS SET IN A DRILL
 LW0320'HOLE IN THE CONCRETE WALKWAY AROUND THE BASE OF THE CLOCK
 LW0320'TOWER.  IT IS SET FLUSH WITH THE SIDEWALK SURFACE.  IT IS 22.5
 LW0320'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CLOCK TOWER, 9.5
 LW0320'FEET SOUTHEAST OF AN IRON HAND RAIL AND 0.6 FOOT NORTHWEST OF AN
 LW0320'IRON HAND RAIL.
 LW0320'
 LW0320'RM 2, A STANDARD DISK STAMPED FALLS NO 2 1968 IS SET IN A DRILL
 LW0320'HOLE IN THE CONCRETE WALKWAY AROUND THE BASE OF THE CLOCK
 LW0320'TOWER.  IT IS SET FLUSH WITH THE SIDEWALK SURFACE.  IT IS 21.5
 LW0320'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CLOCK TOWER, 9.5
 LW0320'FEET SOUTHWEST OF AN IRON HAND RAIL AND 0.7 FOOT NORTHEAST OF AN
 LW0320'IRON HAND RAIL.
 LW0320'
 LW0320'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LW0320
 LW0320                          STATION RECOVERY (1969)
 LW0320
 LW0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0320'AT CENTRAL FALLS.
 LW0320'AT CENTRAL FALLS, ABOUT 0.05 MILE NORTH ALONG BROAD STREET FROM
 LW0320'THE CITY HALL, THENCE 0.15 MILE WEST ALONG A BLACK TOP DRIVEWAY
 LW0320'AND A CONCRETE WALK WAY THROUGH JENKINS PARK, NEAR THE STONE
 LW0320'TOWER FOR A LARGE CLOCK AT THE WEST EDGE OF THE PARK, SET IN
 LW0320'THE TOP OF THE CONCRETE WALK WAY AROUND THE CLOCK TOWER, 19.2
 LW0320'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CLOCK TOWER, 5.4
 LW0320'FEET SOUTH OF THE NORTH EDGE OF THE WALK WAY AND ABOUT LEVEL
 LW0320'WITH THE BASE OF THE TOWER.
 LW0320
 LW0320                          STATION RECOVERY (1984)
 LW0320
 LW0320'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (GD)
 LW0320'FALLS 1968 RECOVERED GOOD.
 LW0320
 LW0320                          STATION RECOVERY (1986)
 LW0320
 LW0320'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW0320'THE STATION WAS RECOVERED AT THIS DATE.
 LW0320'
 LW0320'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0318 ***********************************************************************
 LW0318  DESIGNATION -  FALLS RM 1
 LW0318  PID         -  LW0318
 LW0318  STATE/COUNTY-  RI/PROVIDENCE
 LW0318  USGS QUAD   -  PAWTUCKET (1975)
 LW0318
 LW0318                         *CURRENT SURVEY CONTROL
 LW0318  ___________________________________________________________________
 LW0318* NAD 83(1996)-  41 53 16.36632(N)    071 23 20.18890(W)     ADJUSTED  
 LW0318* NAVD 88     -        50.723  (meters)     166.41   (feet)  ADJUSTED  
 LW0318  ___________________________________________________________________
 LW0318  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LW0318  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LW0318  DYNAMIC HT  -          50.708 (meters)     166.36  (feet)  COMP
 LW0318  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 LW0318
 LW0318  HORZ ORDER  -  SECOND
 LW0318  VERT ORDER  -  SECOND    CLASS 0
 LW0318
 LW0318.The horizontal coordinates were established by classical geodetic methods
 LW0318.and adjusted by the National Geodetic Survey in August 1998..
 LW0318
 LW0318.The orthometric height was determined by differential leveling
 LW0318.and adjusted by the National Geodetic Survey in June 1991..
 LW0318
 LW0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0318
 LW0318.The geoid height was determined by GEOID03.
 LW0318
 LW0318.The dynamic height is computed by dividing the NAVD 88
 LW0318.geopotential number by the normal gravity value computed on the
 LW0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0318.degrees latitude (g = 980.6199 gals.).
 LW0318
 LW0318.The modeled gravity was interpolated from observed gravity values.
 LW0318
 LW0318;                    North         East     Units Scale Factor Converg.
 LW0318;SPC RI       -    89,360.969   109,217.370   MT  0.99999480   +0 04 26.9
 LW0318;SPC RI       -   293,178.45    358,323.99   sFT  0.99999480   +0 04 26.9
 LW0318;UTM  19      - 4,640,087.394   301,800.301   MT  1.00008341   -1 35 44.0
 LW0318
 LW0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0318!SPC RI       -   0.99999665  x   0.99999480  =   0.99999145
 LW0318!UTM  19      -   0.99999665  x   1.00008341  =   1.00008005
 LW0318
 LW0318                          SUPERSEDED SURVEY CONTROL
 LW0318
 LW0318  NAD 83(1996)-  41 53 16.36628(N)    071 23 20.18890(W) AD(       ) 2
 LW0318  NAD 83(1992)-  41 53 16.36482(N)    071 23 20.18803(W) AD(       ) 2
 LW0318  NAD 83(1992)-  41 53 16.36478(N)    071 23 20.18805(W) AD(       ) 2
 LW0318  NAD 83(1986)-  41 53 16.36330(N)    071 23 20.18702(W) AD(       ) 2
 LW0318  NGVD 29 (??/??/92)   50.965  (m)          167.21   (f) ADJ UNCH    2 0
 LW0318
 LW0318.Superseded values are not recommended for survey control.
 LW0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0318.See file dsdata.txt to determine how the superseded data were derived.
 LW0318
 LW0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0180040087(NAD 83)
 LW0318_MARKER: DR = REFERENCE MARK DISK
 LW0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0318_SP_SET: STONE WALL
 LW0318_STAMPING: FALLS NO 1 1968
 LW0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0318+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW0318
 LW0318  HISTORY     - Date     Condition        Report By
 LW0318  HISTORY     - 1968     MONUMENTED       CGS
 LW0318  HISTORY     - 1969     GOOD             NGS
 LW0318  HISTORY     - 20040816 GOOD             GEOCAC
 LW0318
 LW0318                          STATION DESCRIPTION
 LW0318
 LW0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0318'AT CENTRAL FALLS.
 LW0318'AT CENTRAL FALLS, ABOUT 0.05 MILE NORTH ALONG BROAD STREET FROM
 LW0318'THE CITY HALL, THENCE 0.15 MILE WEST ALONG A BLACK TOP DRIVEWAY
 LW0318'AND A CONCRETE WALKWAY LEADING THROUGH JENKINS PARK, 51.8 FEET
 LW0318'SOUTHEAST OF THE STATION MARK DESCRIBED, SET IN THE TOP OF THE
 LW0318'STONE WALL WHICH IS AROUND THE OUTSIDE EDGE OF THE CONCRETE
 LW0318'WALKWAY AROUND THE CLOCK TOWER, 22.2 FEET EAST OF THE SOUTHEAST
 LW0318'CORNER OF THE CLOCK TOWER AND ABOUT LEVEL WITH THE BASE OF THE
 LW0318'TOWER.
 LW0318
 LW0318                          STATION RECOVERY (2004)
 LW0318
 LW0318'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0319 ***********************************************************************
 LW0319  DESIGNATION -  FALLS RM 2
 LW0319  PID         -  LW0319
 LW0319  STATE/COUNTY-  RI/PROVIDENCE
 LW0319  USGS QUAD   -  PAWTUCKET (1975)
 LW0319
 LW0319                         *CURRENT SURVEY CONTROL
 LW0319  ___________________________________________________________________
 LW0319* NAD 83(1996)-  41 53 16.16075(N)    071 23 20.91502(W)     ADJUSTED  
 LW0319* NAVD 88     -        50.713  (meters)     166.38   (feet)  ADJUSTED  
 LW0319  ___________________________________________________________________
 LW0319  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LW0319  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LW0319  DYNAMIC HT  -          50.698 (meters)     166.33  (feet)  COMP
 LW0319  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 LW0319
 LW0319  HORZ ORDER  -  SECOND
 LW0319  VERT ORDER  -  SECOND    CLASS 0
 LW0319
 LW0319.The horizontal coordinates were established by classical geodetic methods
 LW0319.and adjusted by the National Geodetic Survey in August 1998..
 LW0319
 LW0319.The orthometric height was determined by differential leveling
 LW0319.and adjusted by the National Geodetic Survey in June 1991..
 LW0319
 LW0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0319
 LW0319.The geoid height was determined by GEOID03.
 LW0319
 LW0319.The dynamic height is computed by dividing the NAVD 88
 LW0319.geopotential number by the normal gravity value computed on the
 LW0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0319.degrees latitude (g = 980.6199 gals.).
 LW0319
 LW0319.The modeled gravity was interpolated from observed gravity values.
 LW0319
 LW0319;                    North         East     Units Scale Factor Converg.
 LW0319;SPC RI       -    89,354.604   109,200.638   MT  0.99999479   +0 04 26.5
 LW0319;SPC RI       -   293,157.56    358,269.09   sFT  0.99999479   +0 04 26.5
 LW0319;UTM  19      - 4,640,081.519   301,783.389   MT  1.00008349   -1 35 44.5
 LW0319
 LW0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0319!SPC RI       -   0.99999665  x   0.99999479  =   0.99999144
 LW0319!UTM  19      -   0.99999665  x   1.00008349  =   1.00008014
 LW0319
 LW0319                          SUPERSEDED SURVEY CONTROL
 LW0319
 LW0319  NAD 83(1996)-  41 53 16.16070(N)    071 23 20.91502(W) AD(       ) 2
 LW0319  NAD 83(1992)-  41 53 16.15924(N)    071 23 20.91415(W) AD(       ) 2
 LW0319  NAD 83(1992)-  41 53 16.15921(N)    071 23 20.91417(W) AD(       ) 2
 LW0319  NAD 83(1986)-  41 53 16.15769(N)    071 23 20.91319(W) AD(       ) 2
 LW0319  NGVD 29 (??/??/92)   50.955  (m)          167.17   (f) ADJ UNCH    2 0
 LW0319
 LW0319.Superseded values are not recommended for survey control.
 LW0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0319.See file dsdata.txt to determine how the superseded data were derived.
 LW0319
 LW0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0178340082(NAD 83)
 LW0319_MARKER: DR = REFERENCE MARK DISK
 LW0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0319_SP_SET: STONE WALL
 LW0319_STAMPING: FALLS NO 2 1968
 LW0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0319+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW0319
 LW0319  HISTORY     - Date     Condition        Report By
 LW0319  HISTORY     - 1968     MONUMENTED       CGS
 LW0319  HISTORY     - 1969     GOOD             NGS
 LW0319  HISTORY     - 20040816 GOOD             GEOCAC
 LW0319
 LW0319                          STATION DESCRIPTION
 LW0319
 LW0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0319'AT CENTRAL FALLS.
 LW0319'AT CENTRAL FALLS, ABOUT 0.05 MILE NORTH ALONG BROAD STREET FROM
 LW0319'THE CITY HALL, THENCE 0.15 MILE WEST ALONG A BLACK TOP DRIVEWAY
 LW0319'AND A CONCRETE WALKWAY THROUGH JENKINS PARK, 51 FEET SOUTHWEST OF
 LW0319'THE STATION MARK DESCRIBED, SET ON THE TOP OF THE STONE WALL
 LW0319'WHICH IS AROUND THE OUTSIDE EDGE OF THE CONCRETE WALKWAY AROUND
 LW0319'THE CLOCK TOWER, 21.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LW0319'THE CLOCK TOWER AND ABOUT LEVEL WITH THE BASE OF THE TOWER.
 LW0319
 LW0319                          STATION RECOVERY (2004)
 LW0319
 LW0319'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0614 ***********************************************************************
 LW0614  DESIGNATION -  FC 2
 LW0614  PID         -  LW0614
 LW0614  STATE/COUNTY-  RI/NEWPORT
 LW0614  USGS QUAD   -  SAKONNET POINT (1970)
 LW0614
 LW0614                         *CURRENT SURVEY CONTROL
 LW0614  ___________________________________________________________________
 LW0614* NAD 83(1986)-  41 27 40.     (N)    071 10 17.     (W)     SCALED    
 LW0614* NAVD 88     -         7.080  (meters)      23.23   (feet)  ADJUSTED  
 LW0614  ___________________________________________________________________
 LW0614  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW0614  DYNAMIC HT  -           7.078 (meters)      23.22  (feet)  COMP
 LW0614  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LW0614
 LW0614  VERT ORDER  -  SECOND    CLASS 0
 LW0614
 LW0614.The horizontal coordinates were scaled from a topographic map and have
 LW0614.an estimated accuracy of +/- 6 seconds.
 LW0614
 LW0614.The orthometric height was determined by differential leveling
 LW0614.and adjusted by the National Geodetic Survey in June 1991..
 LW0614
 LW0614.The geoid height was determined by GEOID03.
 LW0614
 LW0614.The dynamic height is computed by dividing the NAVD 88
 LW0614.geopotential number by the normal gravity value computed on the
 LW0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0614.degrees latitude (g = 980.6199 gals.).
 LW0614
 LW0614.The modeled gravity was interpolated from observed gravity values.
 LW0614
 LW0614;                    North         East    Units  Estimated Accuracy
 LW0614;SPC RI       -    42,010.      127,450.      MT  (+/- 180 meters Scaled)
 LW0614
 LW0614                          SUPERSEDED SURVEY CONTROL
 LW0614
 LW0614  NGVD 29 (??/??/92)    7.305  (m)           23.97   (f) ADJ UNCH    2 0
 LW0614
 LW0614.Superseded values are not recommended for survey control.
 LW0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0614.See file dsdata.txt to determine how the superseded data were derived.
 LW0614
 LW0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF186922(NAD 83)
 LW0614_MARKER: DS = TRIANGULATION STATION DISK
 LW0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0614_STAMPING: FC 2 1934
 LW0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0614+STABILITY: SURFACE MOTION
 LW0614
 LW0614  HISTORY     - Date     Condition        Report By
 LW0614  HISTORY     - 1934     MONUMENTED       CGS
 LW0614  HISTORY     - 1943     GOOD             NGS
 LW0614  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0614
 LW0614                          STATION DESCRIPTION
 LW0614
 LW0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0614'AT WARREN POINT.
 LW0614'AT WARREN POINT, NEWPORT COUNTY, IN LINE WITH THE WEST SIDE OF
 LW0614'A ONE-AND-ONE-HALF-STORY SHINGLE HOUSE, 250 FEET WEST OF A
 LW0614'110-FOOT STEEL TOWER, 162 FEET EAST OF TRIANGULATION STATION
 LW0614'WARREN DESCRIBED ABOVE, AND 6 FEET SOUTH OF AN EAST-AND-WEST
 LW0614'PATH.  TRIANGULATION STATION DISK SET IN TOP OF CONCRETE POST
 LW0614'AND ABOUT FLUSH WITH THE GROUND.
 LW0614
 LW0614                          STATION RECOVERY (1989)
 LW0614
 LW0614'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2539 ***********************************************************************
 LW2539  DESIGNATION -  FENCE 1913
 LW2539  PID         -  LW2539
 LW2539  STATE/COUNTY-  RI/WASHINGTON
 LW2539  USGS QUAD   -  EAST GREENWICH (1975)
 LW2539
 LW2539                         *CURRENT SURVEY CONTROL
 LW2539  ___________________________________________________________________
 LW2539* NAD 83(1996)-  41 38 12.81927(N)    071 24 28.68722(W)     ADJUSTED  
 LW2539* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW2539  ___________________________________________________________________
 LW2539  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 LW2539  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW2539
 LW2539  HORZ ORDER  -  THIRD
 LW2539
 LW2539.The horizontal coordinates were established by classical geodetic methods
 LW2539.and adjusted by the National Geodetic Survey in August 1998..
 LW2539
 LW2539.The orthometric height was scaled from a topographic map.
 LW2539
 LW2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2539
 LW2539.The geoid height was determined by GEOID03.
 LW2539
 LW2539;                    North         East     Units Scale Factor Converg.
 LW2539;SPC RI       -    61,482.667   107,668.012   MT  0.99999447   +0 03 40.1
 LW2539;SPC RI       -   201,714.38    353,240.80   sFT  0.99999447   +0 03 40.1
 LW2539;UTM  19      - 4,612,263.275   299,441.045   MT  1.00009502   -1 36 01.5
 LW2539
 LW2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2539!SPC RI       -   1.00000426  x   0.99999447  =   0.99999873
 LW2539!UTM  19      -   1.00000426  x   1.00009502  =   1.00009928
 LW2539
 LW2539                          SUPERSEDED SURVEY CONTROL
 LW2539
 LW2539  NAD 83(1996)-  41 38 12.81884(N)    071 24 28.68702(W) AD(       ) 3
 LW2539  NAD 83(1992)-  41 38 12.81770(N)    071 24 28.68632(W) AD(       ) 3
 LW2539  NAD 83(1992)-  41 38 12.81716(N)    071 24 28.68628(W) AD(       ) 3
 LW2539  NAD 83(1986)-  41 38 12.81732(N)    071 24 28.68543(W) AD(       ) 3
 LW2539  NAD 27      -  41 38 12.43800(N)    071 24 30.50300(W) AD(       ) 3
 LW2539
 LW2539.Superseded values are not recommended for survey control.
 LW2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2539.See file dsdata.txt to determine how the superseded data were derived.
 LW2539
 LW2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9944112263(NAD 83)
 LW2539
 LW2539  HISTORY     - Date     Condition        Report By
 LW2539  HISTORY     - 1913     MONUMENTED       CGS
 LW2539  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2539  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2539  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2539
 LW2539                          STATION DESCRIPTION
 LW2539
 LW2539'DESCRIBED BY US ENGINEERS 1916
 LW2539'ON THE W SIDE OF NARRAGANSETT BAY, ON THE TOP OF A BLUFF ABOUT
 LW2539'A MILE S OF POJAC POINT, 0.8 MILE N OF CALF PASTURE POINT, AND
 LW2539'0.3 MILE S OF THE MOUTH OF A SMALL CREEK.  THE STATION IS 6.9
 LW2539'METERS (22.6 FEET) BACK FROM THE EDGE OF THE BLUFF, 3.8 METERS
 LW2539'(12.6 FEET) N OF A FENCE.
 LW2539'
 LW2539'THE STATION IS MARKED BY THE PROJECTING POINT OF A NAIL
 LW2539'SURROUNDED BY A TRIANGLE IN THE TOP OF A CONCRETE POST 8 INCHES
 LW2539'SQUARE AND 22 INCHES LONG, WHICH PROJECTS SLIGHTLY ABOVE THE
 LW2539'GROUND.  THE UNDERGROUND MARK IS THE SAME AS THE SURFACE MARK,
 LW2539'EXCEPT THAT THE POST IS ONLY 12 INCHES LONG AND IS BURIED TO A
 LW2539'DEPTH OF 2 FEET.  THE STATION MARK BEARS THE INSCRIPTION 1913
 LW2539'C. AND G.S.
 LW2539
 LW2539                          STATION RECOVERY (1934)
 LW2539
 LW2539'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2539'CAREFUL SEARCH FAILED TO DISCOVER THIS STATION.
 LW2539
 LW2539                          STATION RECOVERY (1935)
 LW2539
 LW2539'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2539'UNABLE TO FIND THE STATION.
 LW2539'
 LW2539'THIS SECTION HAS BEEN DEVELOPED BY THE MOUNT VIEW LAND
 LW2539'COMPANY.  THE CIVIL ENGINEERS WHO LAID OUT THE DEVELOPMENT HAVE
 LW2539'NO RECORD OF THIS STATION.  THE REALTOR CAN NOT RECALL EVER
 LW2539'HAVING SEEN THE MARK, AND ESTIMATES THAT THE BLUFF HAS BEEN
 LW2539'WASHED AWAY AT LEAST 30 FEET SINCE THE FIRST LOTS WERE SOLD.  HE
 LW2539'COULD NOT TELL ME WHERE THE FENCE FORMERLY STOOD.
 LW2539'
 LW2539'FOUND A DISK OF THE RHODE ISLAND COMMISSION OF SHELL FISHERIES
 LW2539'A FEW HUNDRED YARDS S OF WHERE THIS STATION SHOULD BE.  THEIR
 LW2539'ENGINEER STATES THAT HE TRIED TO FIND THIS STATION BEFORE HE
 LW2539'ESTABLISHED THE NEW ONE.  HE ALSO SAYS THAT HE HAS CALCULATED
 LW2539'THE POSITION OF THIS STATION FROM HIS STATION AND DETERMINED ITS
 LW2539'POSITION IN THE PORTION OF THE BLUFF WHICH HAS BEEN WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3080 ***********************************************************************
 LW3080  DESIGNATION -  FENNELLY
 LW3080  PID         -  LW3080
 LW3080  STATE/COUNTY-  RI/WASHINGTON
 LW3080  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3080
 LW3080                         *CURRENT SURVEY CONTROL
 LW3080  ___________________________________________________________________
 LW3080* NAD 83(1996)-  41 20 54.59120(N)    071 44 57.46803(W)     ADJUSTED  
 LW3080* NAVD 88     -        47.1    (meters)     155.     (feet)  VERTCON   
 LW3080  ___________________________________________________________________
 LW3080  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LW3080  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW3080
 LW3080  HORZ ORDER  -  FIRST
 LW3080
 LW3080.The horizontal coordinates were established by classical geodetic methods
 LW3080.and adjusted by the National Geodetic Survey in August 1998..
 LW3080
 LW3080.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3080
 LW3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3080
 LW3080.The geoid height was determined by GEOID03.
 LW3080
 LW3080;                    North         East     Units Scale Factor Converg.
 LW3080;SPC RI       -    29,478.432    79,136.366   MT  0.99999910   -0 09 52.9
 LW3080;SPC RI       -    96,713.82    259,633.23   sFT  0.99999910   -0 09 52.9
 LW3080;SPC CT       -   210,098.062   388,547.093   MT  0.99998834   +0 39 48.7
 LW3080;SPC CT       -   689,296.73  1,274,758.25   sFT  0.99998834   +0 39 48.7
 LW3080;UTM  19      - 4,581,091.940   269,990.722   MT  1.00025113   -1 49 01.5
 LW3080
 LW3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3080!SPC RI       -   0.99999741  x   0.99999910  =   0.99999651
 LW3080!SPC CT       -   0.99999741  x   0.99998834  =   0.99998575
 LW3080!UTM  19      -   0.99999741  x   1.00025113  =   1.00024854
 LW3080
 LW3080:                Primary Azimuth Mark                     Grid Az
 LW3080:SPC RI       -  CHAPMAN RM 3                             198 03 36.6
 LW3080:SPC CT       -  CHAPMAN RM 3                             197 13 55.0
 LW3080:UTM  19      -  CHAPMAN RM 3                             199 42 45.2
 LW3080
 LW3080|---------------------------------------------------------------------|
 LW3080| PID    Reference Object                     Distance      Geod. Az  |
 LW3080|                                                           dddmmss.s |
 LW3080| LW3284 CHAPMAN RM 3                        APPROX. 1.9 KM 1975343.7 |
 LW3080| CB7689 FENNELLY RM 2                        16.980 METERS 25021     |
 LW3080| LW3286 WESTERLY STANDPIPE                  APPROX. 6.4 KM 2965117.8 |
 LW3080| LW5272 WE 001                              347.849 METERS 31703     |
 LW3080| CB7688 FENNELLY RM 1                         9.498 METERS 35739     |
 LW3080|---------------------------------------------------------------------|
 LW3080
 LW3080                          SUPERSEDED SURVEY CONTROL
 LW3080
 LW3080  NAD 83(1992)-  41 20 54.58988(N)    071 44 57.46723(W) AD(       ) 1
 LW3080  NAD 83(1986)-  41 20 54.58851(N)    071 44 57.46901(W) AD(       ) 1
 LW3080  NAD 27      -  41 20 54.22903(N)    071 44 59.23202(W) AD(       ) 1
 LW3080  NGVD 29 (07/19/86)   47.4    (m)          156.     (f) VERT ANG       
 LW3080
 LW3080.Superseded values are not recommended for survey control.
 LW3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3080.See file dsdata.txt to determine how the superseded data were derived.
 LW3080
 LW3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6999181092(NAD 83)
 LW3080_MARKER: DS = TRIANGULATION STATION DISK
 LW3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3080_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3080+STABILITY: SURFACE MOTION
 LW3080
 LW3080  HISTORY     - Date     Condition        Report By
 LW3080  HISTORY     - 1969     MONUMENTED       CGS
 LW3080  HISTORY     - 1979     GOOD             NGS
 LW3080  HISTORY     - 1986     GOOD             RIGS
 LW3080  HISTORY     - 1988     GOOD             USPSQD
 LW3080
 LW3080                          STATION DESCRIPTION
 LW3080
 LW3080'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3080'THE STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHEAST OF WESTERLY,
 LW3080'4-1/2 MILES NORTHEAST OF AVONDALE, 2-1/4 MILES NORTHWEST OF
 LW3080'QUONOCHONTAUG AND 1 MILE EAST OF DUNN CORNER ON PROPERTY OWNED
 LW3080'BY MR. D.J. FENNELLY.
 LW3080'
 LW3080'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LW3080'STATE HIGHWAYS 3 AND 91 AT THE EAST EDGE OF WESTERLY, GO
 LW3080'SOUTHEAST, SOUTH AND EAST ON
 LW3080'HIGHWAY 1 FOR 4.0 MILES TO A CROSSROAD (DUNN CORNER).  CONTINUE
 LW3080'EASTERLY ON HIGHWAY 1 FOR 1.05 MILES TO A DRIVEWAY ON THE
 LW3080'RIGHT AND A SMALL SIGN THE FENNELLYS.  TURN RIGHT AND FOLLOW
 LW3080'THE DRIVEWAY SOUTHERLY FOR 0.2 MILE TO THE STATION AS
 LW3080'DESCRIBED.
 LW3080'
 LW3080'STATION MARK, STAMPED FENNELLY 1969 IS A STANDARD DISK SET IN
 LW3080'A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 LW3080'IS 42.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 LW3080'MR. FENNELLYS HOUSE, 34.5 FEET SOUTHWEST OF AN 8-INCH EVERGREEN
 LW3080'TREE, 31 FEET NORTHEAST OF A 3-INCH TREE AND 10.5 FEET WEST OF
 LW3080'A 6 FOOT HIGH CONCRETE WALL.
 LW3080'
 LW3080'RM 1, STAMPED FENNELLY NO 1 1969 IS A STANDARD DISK SET IN A
 LW3080'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 LW3080'SURFACE.  IT IS 73 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 LW3080'HOUSE, 61 FEET NORTHEAST OF THE 3-INCH TREE, 17 FEET NORTH OF THE
 LW3080'6 FOOT HIGH CONCRETE WALL AND 6.5 FEET WEST OF THE 8-INCH
 LW3080'EVERGREEN TREE.
 LW3080'
 LW3080'RM 2, STAMPED FENNELLY NO 2 1969 IS A STANDARD DISK CEMENTED
 LW3080'IN A DRILL HOLE IN A 1 BY 4 FOOT BOULDER THAT PROJECTS 18
 LW3080'INCHES.  IT IS 78 FEET WEST-SOUTHWEST OF THE 8-INCH EVERGREEN
 LW3080'TREE, 66 FEET WEST OF THE 6 FOOT HIGH CONCRETE WALL, 46 FEET
 LW3080'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND 40.5 FEET
 LW3080'NORTHWEST OF THE 3-INCH TREE.
 LW3080'
 LW3080'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW3080
 LW3080                          STATION RECOVERY (1979)
 LW3080
 LW3080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW3080'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LW3080'CONDITION.  THE 1969 DESCRIPTION IS ADEQUATE FOR RECOVERING THE
 LW3080'STATION.
 LW3080
 LW3080                          STATION RECOVERY (1986)
 LW3080
 LW3080'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW3080'THE STATION WAS RECOVERED AT THIS DATE.
 LW3080'THE FENNELLYS SIGN MENTIONED IN THE ORIGINAL TO REACH NO LONGER
 LW3080'EXISTS, INSTEAD LOOK FOR A PAVED DRIVE WITH TWO SQUARE STONE
 LW3080'PILLARS AT ITS START.  ALSO THE DISTANCE ALONG THE DRIVE TO THE
 LW3080'STATION SHOULD BE CHANGED TO 0.1 MI.  ADDITIONAL CORRECTIONS SHOULD
 LW3080'BE MADE UNDER THE STATION TEXT SUCH AS EIGHT INCH EVERGREEN TO
 LW3080'FOURTEEN INCH CEDAR AND THE THREE INCH TREE IS NOW A SIX INCH TREE.
 LW3080'OBSERVATIONS WERE ALSO MADE TO RM 1 AND RM 2, A DISTANCE OF 55.71
 LW3080'FT WAS OBSERVED TO RM 2 AND AN ANGLE OF 107-15-25 WAS OBSERVED
 LW3080'BETWEEN RMS.
 LW3080'
 LW3080'OWNERSHIP--ROGER AND JEANNETTE ORLOWOSKI, POST ROAD, WESTERLY, RI
 LW3080'PHONE-(401) 322-7571.
 LW3080'
 LW3080'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW3080
 LW3080                          STATION RECOVERY (1988)
 LW3080
 LW3080'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW3080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3307 ***********************************************************************
 LW3307  DESIGNATION -  FINIS
 LW3307  PID         -  LW3307
 LW3307  STATE/COUNTY-  RI/WASHINGTON
 LW3307  USGS QUAD   -  WATCH HILL (1984)
 LW3307
 LW3307                         *CURRENT SURVEY CONTROL
 LW3307  ___________________________________________________________________
 LW3307* NAD 83(1996)-  41 18 13.55316(N)    071 51 31.33120(W)     ADJUSTED  
 LW3307* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW3307  ___________________________________________________________________
 LW3307  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 LW3307  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW3307
 LW3307  HORZ ORDER  -  THIRD
 LW3307
 LW3307.The horizontal coordinates were established by classical geodetic methods
 LW3307.and adjusted by the National Geodetic Survey in August 1998..
 LW3307
 LW3307.The orthometric height was scaled from a topographic map.
 LW3307
 LW3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3307
 LW3307.The geoid height was determined by GEOID03.
 LW3307
 LW3307;                    North         East     Units Scale Factor Converg.
 LW3307;SPC RI       -    24,542.512    69,959.591   MT  1.00000485   -0 14 12.4
 LW3307;SPC RI       -    80,519.89    229,525.76   sFT  1.00000485   -0 14 12.4
 LW3307;SPC CT       -   205,030.108   379,442.715   MT  0.99999115   +0 35 27.5
 LW3307;SPC CT       -   672,669.61  1,244,888.31   sFT  0.99999115   +0 35 27.5
 LW3307;UTM  19      - 4,576,421.290   260,672.917   MT  1.00030497   -1 53 16.0
 LW3307
 LW3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3307!SPC RI       -   1.00000392  x   1.00000485  =   1.00000877
 LW3307!SPC CT       -   1.00000392  x   0.99999115  =   0.99999507
 LW3307!UTM  19      -   1.00000392  x   1.00030497  =   1.00030889
 LW3307
 LW3307|---------------------------------------------------------------------|
 LW3307| PID    Reference Object                     Distance      Geod. Az  |
 LW3307|                                                           dddmmss.s |
 LW3307| CB7690 FINIS RM 1                           18.197 METERS 03511     |
 LW3307| LW3308 WATCH HILL LIGHTHOUSE                18.767 METERS 04133     |
 LW3307| LW3304 B 1/2 S 1/2 1943                     37.798 METERS 05532     |
 LW3307| LW3340 FINIS RM 2                           14.525 METERS 16032     |
 LW3307| LW3358 FORT                                APPROX. 1.8 KM 2833647.3 |
 LW3307|---------------------------------------------------------------------|
 LW3307
 LW3307                          SUPERSEDED SURVEY CONTROL
 LW3307
 LW3307  NAD 83(1992)-  41 18 13.55184(N)    071 51 31.33040(W) AD(       ) 3
 LW3307  NAD 83(1986)-  41 18 13.55092(N)    071 51 31.33308(W) AD(       ) 3
 LW3307  NAD 27      -  41 18 13.19100(N)    071 51 33.08700(W) AD(       ) 3
 LW3307
 LW3307.Superseded values are not recommended for survey control.
 LW3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3307.See file dsdata.txt to determine how the superseded data were derived.
 LW3307
 LW3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6067376421(NAD 83)
 LW3307_MARKER: DS = TRIANGULATION STATION DISK
 LW3307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3307_STAMPING: FINIS 1943
 LW3307_MARK LOGO: CGS   
 LW3307_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW3307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3307+STABILITY: SURFACE MOTION
 LW3307
 LW3307  HISTORY     - Date     Condition        Report By
 LW3307  HISTORY     - 1943     MONUMENTED       CGS
 LW3307  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3307  HISTORY     - 19840615 GOOD             NGS
 LW3307  HISTORY     - 1989     GOOD             USPSQD
 LW3307
 LW3307                          STATION DESCRIPTION
 LW3307
 LW3307'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3307'THE STATION IS LOCATED AT WATCH HILL.  IT IS 17.3 FT. N-NW OF THE
 LW3307'NW CORNER OF THE FIRE CONTROL BUILDING, AND 32 FT. E OF THE W
 LW3307'SEAWALL.  SURFACE STATION MARK IS A STANDARD STATION DISK, STAMPED
 LW3307'FINIS 1943 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW3307'GROUND.
 LW3307'
 LW3307'THE UNDERGROUND-STATION MARK IS A STANDARD BRONZE DISK SET IN THE
 LW3307'TOP OF A CONCRETE POST.
 LW3307'
 LW3307'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED FINIS
 LW3307'NO 1 1943 AND SET IN THE CONCRETE STEP AT THE ENTRANCE TO THE
 LW3307'LIGHTHOUSE.
 LW3307'
 LW3307'REFERENCE MARK 2 IS 4.6 FT. W-SW OF THE SW CORNER OF THE FIRE
 LW3307'CONTROL BUILDING.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED
 LW3307'FINIS NO 2 1943 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LW3307'THE GROUND.
 LW3307'
 LW3307'STATION FORT (U.S.E.) IS VISIBLE FROM THE GROUND AND WILL SERVE
 LW3307'AS AN AZIMUTH MARK.
 LW3307'
 LW3307'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LW3307
 LW3307                          STATION RECOVERY (1954)
 LW3307
 LW3307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3307'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  STATION AND
 LW3307'REFERENCE MARK 2 WERE NOT RECOVERED.  PRESENT LIGHTHOUSE KEEPER
 LW3307'STATES THAT PILL BOXES BUILT DURING WORLD WAR II WERE REMOVED, THE
 LW3307'AREA FILLED, AND THE PRESENT LAWN DEVELOPED.  STATION AND
 LW3307'REFERENCE MARK 2 WERE UNDOUBTEDLY DESTROYED OR COVERED WHEN THE
 LW3307'FORTIFICATIONS WERE REMOVED.
 LW3307
 LW3307                          STATION RECOVERY (1984)
 LW3307
 LW3307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 LW3307'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 LW3307'CONDITION.  REFERENCE MARK 2 WAS FOUND UPROOTED IN LAYING DOWN BY THE
 LW3307'WATER.  DISTANCE TO REFERENCE MARK 1 CHECKED BUT A LOWER VALUE OF 2
 LW3307'MINUTES AND 18 SECONDS WAS NOTED IN THE DIRECTION TO THE MARK.
 LW3307'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 LW3307'FOLLOWS.  THE STATION IS LOCATED AT WATCH HILL, IN THE LAWN TO THE SW
 LW3307'OF THE WATCH HILL LIGHTHOUSE.  THE LIGHTHOUSE IS MAINTAINED BY THE
 LW3307'COAST GUARD.  THE STATION IS A STANDARD DISK STAMPED -- FINIS 1943
 LW3307'--SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER
 LW3307'RECESSED 20 CM BELOW THE GROUND.  LOCATED 16.8 METERS (55.1 FT) WNW
 LW3307'FROM THE SW CORNER OF THE MAINTENANCE BUILDING, 18.2 METERS (59.7 FT)
 LW3307'SW FROM THE SE CORNER OF THE LIGHTHOUSE, 16.8 METERS (55.1 FT) SW FROM
 LW3307'THE SW CORNER OF THE LIGHTHOUSE, 9.4 METERS (30.8 FT) E FROM THE W
 LW3307'CONCRETE SEAWALL.  REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED
 LW3307'--FINIS NO 1 1943--CEMENTED IN A DRILL HOLE IN THE TOP CONCRETE STEP
 LW3307'AT THE ENTRANCE TO THE LIGHTHOUSE.  LOCATED 1.9 METERS (6.2 FT) N FROM
 LW3307'THE SW CORNER OF THE LIGHTHOUSE, 0.6 METERS (2.0 FT) W FROM THE W FACE
 LW3307'OF THE LIGHTHOUSE AND 1.2 METERS (3.9 FT) THAN THE STATION. REFERENCE
 LW3307'MARK NO 3 IS A STANDARD DISK STAMPED --FINIS 1943 NO 3 1984 --CEMENTED
 LW3307'IN A DRILL HOLE AT THE SW CORNER OF A CONCRETE PLATFORM AT THE S SIDE
 LW3307'OF THE MAINTENANCE NEAR THE FOG HORN.  LOCATE 16.5 METERS (54.1 FT) S
 LW3307'FROM THE SE CORNER OF THE LIGHTHOUSE, 5.2 W FROM THE SE CORNER OF THE
 LW3307'MAINTENANCE BUILDING, 1.9 METERS (6.2 FT) S FROM THE SW CORNER OF THE
 LW3307'MAINTENANCE BUILDING AND .6 METERS (2.0 FT) HIGHER THAN THE STATION.
 LW3307
 LW3307                          STATION RECOVERY (1989)
 LW3307
 LW3307'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW3307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3340 ***********************************************************************
 LW3340  DESIGNATION -  FINIS RM 2
 LW3340  PID         -  LW3340
 LW3340  STATE/COUNTY-  RI/WASHINGTON
 LW3340  USGS QUAD   -  WATCH HILL (1984)
 LW3340
 LW3340                         *CURRENT SURVEY CONTROL
 LW3340  ___________________________________________________________________
 LW3340* NAD 83(1996)-  41 18 13.10927(N)    071 51 31.12304(W)     ADJUSTED  
 LW3340* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW3340  ___________________________________________________________________
 LW3340  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 LW3340  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW3340
 LW3340  HORZ ORDER  -  SECOND
 LW3340
 LW3340.The horizontal coordinates were established by classical geodetic methods
 LW3340.and adjusted by the National Geodetic Survey in August 1998..
 LW3340
 LW3340.The orthometric height was scaled from a topographic map.
 LW3340
 LW3340.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3340
 LW3340.The geoid height was determined by GEOID03.
 LW3340
 LW3340;                    North         East     Units Scale Factor Converg.
 LW3340;SPC RI       -    24,528.798    69,964.377   MT  1.00000485   -0 14 12.2
 LW3340;SPC RI       -    80,474.90    229,541.46   sFT  1.00000485   -0 14 12.2
 LW3340;UTM  19      - 4,576,407.440   260,677.307   MT  1.00030494   -1 53 15.9
 LW3340
 LW3340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3340!SPC RI       -   1.00000439  x   1.00000485  =   1.00000924
 LW3340!UTM  19      -   1.00000439  x   1.00030494  =   1.00030933
 LW3340
 LW3340                          SUPERSEDED SURVEY CONTROL
 LW3340
 LW3340  NAD 83(1992)-  41 18 13.10794(N)    071 51 31.12224(W) AD(       ) 2
 LW3340  NAD 83(1986)-  41 18 13.10703(N)    071 51 31.12492(W) AD(       ) 2
 LW3340  NAD 27      -  41 18 12.74700(N)    071 51 32.87900(W) AD(       ) 2
 LW3340
 LW3340.Superseded values are not recommended for survey control.
 LW3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3340.See file dsdata.txt to determine how the superseded data were derived.
 LW3340
 LW3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6067776407(NAD 83)
 LW3340_MARKER: DR = REFERENCE MARK DISK
 LW3340_SETTING: 0 = UNSPECIFIED SETTING
 LW3340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3340
 LW3340  HISTORY     - Date     Condition        Report By
 LW3340  HISTORY     - 1943     MONUMENTED       CGS
 LW3340
 LW3340                          STATION DESCRIPTION
 LW3340
 LW3340'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW3340'STATION FINIS IS LOCATED AT WATCH HILL.  IT IS 17.3 FT. N-NW OF THE
 LW3340'NW CORNER OF THE FIRE CONTROL BUILDING, AND 32 FT. E OF THE W
 LW3340'SEAWALL.
 LW3340'
 LW3340'REFERENCE MARK 2 IS 4.6 FT. W-SW OF THE SW CORNER OF THE FIRE
 LW3340'CONTROL BUILDING.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED
 LW3340'FINIS NO 2 1943 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LW3340'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2410 ***********************************************************************
 LW2410  DESIGNATION -  FLAGG
 LW2410  PID         -  LW2410
 LW2410  STATE/COUNTY-  RI/NEWPORT
 LW2410  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2410
 LW2410                         *CURRENT SURVEY CONTROL
 LW2410  ___________________________________________________________________
 LW2410* NAD 83(1996)-  41 35 19.10341(N)    071 18 47.87485(W)     ADJUSTED  
 LW2410* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LW2410  ___________________________________________________________________
 LW2410  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LW2410  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2410
 LW2410  HORZ ORDER  -  THIRD
 LW2410
 LW2410.The horizontal coordinates were established by classical geodetic methods
 LW2410.and adjusted by the National Geodetic Survey in August 1998..
 LW2410
 LW2410.The orthometric height was scaled from a topographic map.
 LW2410
 LW2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2410
 LW2410.The geoid height was determined by GEOID03.
 LW2410
 LW2410;                    North         East     Units Scale Factor Converg.
 LW2410;SPC RI       -    56,136.032   115,567.485   MT  0.99999673   +0 07 26.1
 LW2410;SPC RI       -   184,172.96    379,157.66   sFT  0.99999673   +0 07 26.1
 LW2410;UTM  19      - 4,606,689.500   307,182.873   MT  1.00005754   -1 32 09.6
 LW2410
 LW2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2410!SPC RI       -   1.00000002  x   0.99999673  =   0.99999675
 LW2410!UTM  19      -   1.00000002  x   1.00005754  =   1.00005756
 LW2410
 LW2410:                Primary Azimuth Mark                     Grid Az
 LW2410:SPC RI       -  PRUDENCE ISLAND LIGHTHOUSE               022 52 44.1
 LW2410:UTM  19      -  PRUDENCE ISLAND LIGHTHOUSE               024 32 19.8
 LW2410
 LW2410|---------------------------------------------------------------------|
 LW2410| PID    Reference Object                     Distance      Geod. Az  |
 LW2410|                                                           dddmmss.s |
 LW2410| LW2397 PRUDENCE ISLAND LIGHTHOUSE          APPROX. 2.1 KM 0230010.2 |
 LW2410| LW2344 MUSSEL BED SHOALS LIGHTHOUSE        APPROX. 6.9 KM 0400209.4 |
 LW2410| LW2394 SMITH STONE BOATHOUSE CUPOLA        APPROX. 3.6 KM 0614045.6 |
 LW2410|---------------------------------------------------------------------|
 LW2410
 LW2410                          SUPERSEDED SURVEY CONTROL
 LW2410
 LW2410  NAD 83(1996)-  41 35 19.10301(N)    071 18 47.87459(W) AD(       ) 3
 LW2410  NAD 83(1992)-  41 35 19.10183(N)    071 18 47.87401(W) AD(       ) 3
 LW2410  NAD 83(1992)-  41 35 19.10130(N)    071 18 47.87375(W) AD(       ) 3
 LW2410  NAD 83(1986)-  41 35 19.10151(N)    071 18 47.87212(W) AD(       ) 3
 LW2410  NAD 27      -  41 35 18.72000(N)    071 18 49.68000(W) AD(       ) 3
 LW2410
 LW2410.Superseded values are not recommended for survey control.
 LW2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2410.See file dsdata.txt to determine how the superseded data were derived.
 LW2410
 LW2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0718306689(NAD 83)
 LW2410
 LW2410  HISTORY     - Date     Condition        Report By
 LW2410  HISTORY     - UNK      MONUMENTED
 LW2410  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2410
 LW2410                          STATION DESCRIPTION
 LW2410
 LW2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2410'STATION REPORTED DESTROYED IN 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2395 ***********************************************************************
 LW2395  DESIGNATION -  FLAGSTAFF
 LW2395  PID         -  LW2395
 LW2395  STATE/COUNTY-  RI/NEWPORT
 LW2395  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2395
 LW2395                         *CURRENT SURVEY CONTROL
 LW2395  ___________________________________________________________________
 LW2395* NAD 83(1996)-  41 36 13.12184(N)    071 16 23.06667(W)     ADJUSTED  
 LW2395* NAVD 88     -                                                        
 LW2395  ___________________________________________________________________
 LW2395  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 LW2395  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW2395
 LW2395  HORZ ORDER  -  THIRD
 LW2395
 LW2395.The horizontal coordinates were established by classical geodetic methods
 LW2395.and adjusted by the National Geodetic Survey in August 1998..
 LW2395
 LW2395
 LW2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2395
 LW2395.The geoid height was determined by GEOID03.
 LW2395
 LW2395;                    North         East     Units Scale Factor Converg.
 LW2395;SPC RI       -    57,810.609   118,917.092   MT  0.99999815   +0 09 02.4
 LW2395;SPC RI       -   189,666.97    390,147.16   sFT  0.99999815   +0 09 02.4
 LW2395;UTM  19      - 4,608,266.415   310,579.765   MT  1.00004156   -1 30 35.0
 LW2395
 LW2395                          SUPERSEDED SURVEY CONTROL
 LW2395
 LW2395  NAD 83(1996)-  41 36 13.12160(N)    071 16 23.06635(W) AD(       ) 4
 LW2395  NAD 83(1992)-  41 36 13.12017(N)    071 16 23.06583(W) AD(       ) 4
 LW2395  NAD 83(1992)-  41 36 13.11972(N)    071 16 23.06561(W) AD(       ) 4
 LW2395  NAD 83(1986)-  41 36 13.12019(N)    071 16 23.06395(W) AD(       ) 4
 LW2395  NAD 27      -  41 36 12.74600(N)    071 16 24.89100(W) AD(       ) 3
 LW2395
 LW2395.Superseded values are not recommended for survey control.
 LW2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2395.See file dsdata.txt to determine how the superseded data were derived.
 LW2395
 LW2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1058008266(NAD 83)
 LW2395
 LW2395  HISTORY     - Date     Condition        Report By
 LW2395  HISTORY     - UNK      MONUMENTED
 LW2395  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2395  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2395
 LW2395                          STATION DESCRIPTION
 LW2395
 LW2395'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2395'THIS FLAGSTAFF IS ON THE GROUNDS OF THE PORTSMOUTH PRIORY
 LW2395'AND SCHOOL.  IT IS SET IN CONCRETE AND I AM TOLD IN THE OFFICE
 LW2395'OF THE SCHOOL THAT IT IS IN THE SAME POSITION AS IT HAS ALWAYS
 LW2395'BEEN.  THE PROPERTY IS OWNED BY THE ORDER OF ST. BENEDICT IN
 LW2395'PORTSMOUTH.
 LW2395
 LW2395                          STATION RECOVERY (1954)
 LW2395
 LW2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2395'FLAGSTAFF RECOVERED.  LOCAL INFORMATION INDICATES THAT THIS
 LW2395'FLAGSTAFF HAS NOT BEEN REMOVED.  THE PUBLISHED DESCRIPTION IS
 LW2395'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 LW2395'
 LW2395'LOCATED ABOUT 1.3 MI. W OF THE TOWN OF PORTSMOUTH, 500
 LW2395'FT. INSHORE FROM NARRAGANSETT BAY, AND ABOUT 100 FT. W OF THE
 LW2395'OFFICES OF THE SCHOOL.  THE FLAGSTAFF IS ABOUT 85 FT. IN
 LW2395'HEIGHT, AND OFFSET ABOUT THREE-FOURTHS OF THE WAY UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2558 ***********************************************************************
 LW2558  DESIGNATION -  FLAGSTAFF
 LW2558  PID         -  LW2558
 LW2558  STATE/COUNTY-  RI/KENT
 LW2558  USGS QUAD   -  EAST GREENWICH (1975)
 LW2558
 LW2558                         *CURRENT SURVEY CONTROL
 LW2558  ___________________________________________________________________
 LW2558* NAD 83(1996)-  41 40 20.71969(N)    071 23 21.78565(W)     ADJUSTED  
 LW2558* NAVD 88     -                                                        
 LW2558  ___________________________________________________________________
 LW2558  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 LW2558  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW2558
 LW2558  HORZ ORDER  -  THIRD
 LW2558
 LW2558.The horizontal coordinates were established by classical geodetic methods
 LW2558.and adjusted by the National Geodetic Survey in August 1998..
 LW2558
 LW2558
 LW2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2558
 LW2558.The geoid height was determined by GEOID03.
 LW2558
 LW2558;                    North         East     Units Scale Factor Converg.
 LW2558;SPC RI       -    65,430.424   109,211.340   MT  0.99999479   +0 04 24.8
 LW2558;SPC RI       -   214,666.32    358,304.20   sFT  0.99999479   +0 04 24.8
 LW2558;UTM  19      - 4,616,164.982   301,098.391   MT  1.00008687   -1 35 20.9
 LW2558
 LW2558                          SUPERSEDED SURVEY CONTROL
 LW2558
 LW2558  NAD 83(1996)-  41 40 20.71928(N)    071 23 21.78558(W) AD(       ) 4
 LW2558  NAD 83(1992)-  41 40 20.71812(N)    071 23 21.78467(W) AD(       ) 4
 LW2558  NAD 83(1992)-  41 40 20.71762(N)    071 23 21.78469(W) AD(       ) 4
 LW2558  NAD 83(1986)-  41 40 20.71798(N)    071 23 21.78382(W) AD(       ) 4
 LW2558  NAD 27      -  41 40 20.33600(N)    071 23 23.61300(W) AD(       ) 3
 LW2558
 LW2558.Superseded values are not recommended for survey control.
 LW2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2558.See file dsdata.txt to determine how the superseded data were derived.
 LW2558
 LW2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0109816165(NAD 83)
 LW2558
 LW2558  HISTORY     - Date     Condition        Report By
 LW2558  HISTORY     - 1913     MONUMENTED       CGS
 LW2558  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2558  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2558  HISTORY     - 19941001 GOOD             USPSQD
 LW2558  HISTORY     - 20021001 GOOD             USPSQD
 LW2558
 LW2558                          STATION DESCRIPTION
 LW2558
 LW2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2558'ON A POINT ON THE W SIDE OF WARWICK NECK, GREENWICH BAY, ABOUT
 LW2558'3/4 MILE S BY E OF OAKLAND BEACH, 3/4 MILE NW OF WARWICK
 LW2558'LIGHTHOUSE, AND 1-1/4 MILES ENE OF SANDY POINT.  IT IS KNOWN AS
 LW2558'SHEPLEYS FLAGSTAFF.
 LW2558
 LW2558                          STATION RECOVERY (1935)
 LW2558
 LW2558'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2558'THE WARWICK COUNTRY CLUB PURCHASED SOME TWELVE YEARS AGO THE
 LW2558'COL. SHEPLEY ESTATE AT THE FOOT OF NARRAGANSETT AVENUE.  THERE IS
 LW2558'A FLAGSTAFF ON THE LAWN NEAR THE WATER.  IT IS SAME FLAGSTAFF
 LW2558'WHICH STOOD THERE IN 1923, BUT I FOUND NO ONE COULD VOUCH FOR
 LW2558'IT BEING IN THE SAME LOCATION AS THE FLAGSTAFF OF 1913.
 LW2558
 LW2558                          STATION RECOVERY (1956)
 LW2558
 LW2558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2558'A FLAGSTAFF STANDS NEAR THE WATER IN THE YARD OF THE WARWICK
 LW2558'COUNTRY CLUB.  FROM INFORMATION RECEIVED IT IS THE ORIGINAL
 LW2558'FLAGSTAFF OR ONE THAT IS IN THE SAME POSITION AS THE ORIGINAL.
 LW2558
 LW2558                          STATION RECOVERY (1994)
 LW2558
 LW2558'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2558'RECOVERED IN GOOD CONDITION.
 LW2558
 LW2558                          STATION RECOVERY (2002)
 LW2558
 LW2558'RECOVERY NOTE BY US POWER SQUADRON 2002 (CV)
 LW2558'FLAGSTAFF IS AS DESCRIBED, BUT IS ON GROUNDS OF PRIVATE COUNTRY CLUB,
 LW2558'IN A LAWN AREA BETWEEN CLUBHOUSE AND GREENWICH BAY.  GET PERMISSION
 LW2558'PRIOR TO VISIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5698 ***********************************************************************
 LW5698  DESIGNATION -  FO 001
 LW5698  PID         -  LW5698
 LW5698  STATE/COUNTY-  RI/PROVIDENCE
 LW5698  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5698
 LW5698                         *CURRENT SURVEY CONTROL
 LW5698  ___________________________________________________________________
 LW5698* NAD 83(1996)-  41 44 02.29506(N)    071 42 01.69880(W)     ADJUSTED  
 LW5698* NAVD 88     -       179.572  (meters)     589.15   (feet)  ADJUSTED  
 LW5698  ___________________________________________________________________
 LW5698  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 LW5698  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW5698  DYNAMIC HT  -         179.509 (meters)     588.94  (feet)  COMP
 LW5698  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 LW5698
 LW5698  HORZ ORDER  -  SECOND
 LW5698  VERT ORDER  -  SECOND    CLASS II
 LW5698
 LW5698.The horizontal coordinates were established by classical geodetic methods
 LW5698.and adjusted by the National Geodetic Survey in August 1998..
 LW5698
 LW5698.The orthometric height was determined by differential leveling
 LW5698.and adjusted by the National Geodetic Survey in April 1995..
 LW5698
 LW5698.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5698
 LW5698.The geoid height was determined by GEOID03.
 LW5698
 LW5698.The dynamic height is computed by dividing the NAVD 88
 LW5698.geopotential number by the normal gravity value computed on the
 LW5698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5698.degrees latitude (g = 980.6199 gals.).
 LW5698
 LW5698.The modeled gravity was interpolated from observed gravity values.
 LW5698
 LW5698;                    North         East     Units Scale Factor Converg.
 LW5698;SPC RI       -    72,279.956    83,321.852   MT  0.99999717   -0 08 00.4
 LW5698;SPC RI       -   237,138.49    273,365.11   sFT  0.99999717   -0 08 00.4
 LW5698;SPC CT       -   252,955.091   392,112.960   MT  0.99998924   +0 41 45.2
 LW5698;SPC CT       -   829,903.49  1,286,457.27   sFT  0.99998924   +0 41 45.2
 LW5698;UTM  19      - 4,623,764.524   275,414.640   MT  1.00022072   -1 47 54.2
 LW5698
 LW5698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5698!SPC RI       -   0.99997653  x   0.99999717  =   0.99997370
 LW5698!SPC CT       -   0.99997653  x   0.99998924  =   0.99996577
 LW5698!UTM  19      -   0.99997653  x   1.00022072  =   1.00019725
 LW5698
 LW5698                          SUPERSEDED SURVEY CONTROL
 LW5698
 LW5698  NAD 83(1996)-  41 44 02.29439(N)    071 42 01.69842(W) AD(       ) 2
 LW5698  NAD 83(1992)-  41 44 02.29384(N)    071 42 01.69803(W) AD(       ) 2
 LW5698  NAD 83(1992)-  41 44 02.29360(N)    071 42 01.69833(W) AD(       ) 2
 LW5698  NAD 83(1986)-  41 44 02.29363(N)    071 42 01.69879(W) AD(       ) 2
 LW5698  NGVD 29 (06/01/94)  179.83   (m)          590.0    (f) LEVELING    3  
 LW5698
 LW5698.Superseded values are not recommended for survey control.
 LW5698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5698.See file dsdata.txt to determine how the superseded data were derived.
 LW5698
 LW5698_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7541523765(NAD 83)
 LW5698_MARKER: DD = SURVEY DISK
 LW5698_SETTING: 80 = SET IN A BOULDER
 LW5698_SP_SET: IN DRILL HOLE IN A BOULDER
 LW5698_STAMPING: FO 001 1987
 LW5698_MARK LOGO: RIGS  
 LW5698_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5698+STABILITY: SURFACE MOTION
 LW5698
 LW5698  HISTORY     - Date     Condition        Report By
 LW5698  HISTORY     - 1987     MONUMENTED       RIGS
 LW5698
 LW5698                          STATION DESCRIPTION
 LW5698
 LW5698'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5698'THE STATION IS LOCATED ABOUT 5.76 KM (3.60 MI) SOUTH SOUTHEAST OF
 LW5698'FOSTER CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION
 LW5698'FROM THE INTERSECTION OF STATE HIGHWAYS 102 AND 117, GO NORTH FOR
 LW5698'5.44 KM (3.40 MI) ON HIGHWAY 102 TO THE STATION ON THE RIGHT.  IT IS
 LW5698'17.8 M (58.4 FT) EAST FROM THE CENTERLINE OF HIGHWAY 102, 8.2 M (26.9
 LW5698'FT) NORTHEAST FROM A NET+T CO POLE 165, 0.65 M (2.1 FT) WEST FROM A
 LW5698'FIBERGLASS WITNESS POST, 0.15 M (0.5 FT) WEST FROM THE EAST EDGE OF
 LW5698'BOULDER.  MARK IS SET INTO A DRILL HOLE IN BOULDER OF 4.3 M (14.1 FT)
 LW5698'AT ITS LARGEST DIMENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5541 ***********************************************************************
 LW5541  DESIGNATION -  FO 002
 LW5541  PID         -  LW5541
 LW5541  STATE/COUNTY-  RI/PROVIDENCE
 LW5541  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5541
 LW5541                         *CURRENT SURVEY CONTROL
 LW5541  ___________________________________________________________________
 LW5541* NAD 83(1996)-  41 44 41.84518(N)    071 42 19.46071(W)     ADJUSTED  
 LW5541* NAVD 88     -       198.046  (meters)     649.76   (feet)  ADJUSTED  
 LW5541  ___________________________________________________________________
 LW5541  X           -   1,496,071.324 (meters)                     COMP
 LW5541  Y           -  -4,525,133.870 (meters)                     COMP
 LW5541  Z           -   4,224,621.980 (meters)                     COMP
 LW5541  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 LW5541  ELLIP HEIGHT-         168.13  (meters)          (06/13/02) GPS OBS
 LW5541  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW5541  DYNAMIC HT  -         197.977 (meters)     649.53  (feet)  COMP
 LW5541  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LW5541
 LW5541  HORZ ORDER  -  THIRD
 LW5541  VERT ORDER  -  SECOND    CLASS II
 LW5541  ELLP ORDER  -  FOURTH    CLASS II
 LW5541
 LW5541.The horizontal coordinates were established by GPS observations
 LW5541.and adjusted by the National Geodetic Survey in August 1998..
 LW5541
 LW5541.The orthometric height was determined by differential leveling
 LW5541.and adjusted by the National Geodetic Survey in April 1995..
 LW5541
 LW5541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5541
 LW5541.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5541
 LW5541.The ellipsoidal height was determined by GPS observations
 LW5541.and is referenced to NAD 83.
 LW5541
 LW5541.The geoid height was determined by GEOID03.
 LW5541
 LW5541.The dynamic height is computed by dividing the NAVD 88
 LW5541.geopotential number by the normal gravity value computed on the
 LW5541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5541.degrees latitude (g = 980.6199 gals.).
 LW5541
 LW5541.The modeled gravity was interpolated from observed gravity values.
 LW5541
 LW5541;                    North         East     Units Scale Factor Converg.
 LW5541;SPC RI       -    73,501.128    82,914.294   MT  0.99999734   -0 08 12.3
 LW5541;SPC RI       -   241,144.95    272,027.98   sFT  0.99999734   -0 08 12.3
 LW5541;SPC CT       -   254,170.227   391,687.772   MT  0.99998992   +0 41 33.5
 LW5541;SPC CT       -   833,890.15  1,285,062.30   sFT  0.99998992   +0 41 33.5
 LW5541;UTM  19      - 4,624,997.300   275,042.654   MT  1.00022278   -1 48 07.4
 LW5541
 LW5541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5541!SPC RI       -   0.99997363  x   0.99999734  =   0.99997097
 LW5541!SPC CT       -   0.99997363  x   0.99998992  =   0.99996355
 LW5541!UTM  19      -   0.99997363  x   1.00022278  =   1.00019640
 LW5541
 LW5541                          SUPERSEDED SURVEY CONTROL
 LW5541
 LW5541  ELLIP H (08/17/98)  168.15   (m)                       GP(       ) 4 1
 LW5541  NAD 83(1996)-  41 44 41.84460(N)    071 42 19.46033(W) AD(       ) 3
 LW5541  NAD 83(1992)-  41 44 41.84401(N)    071 42 19.45992(W) AD(       ) 3
 LW5541  ELLIP H (01/17/96)  168.11   (m)                       GP(       ) 4 2
 LW5541  NAD 83(1992)-  41 44 41.84381(N)    071 42 19.46021(W) AD(       ) 3
 LW5541  NAD 83(1986)-  41 44 41.84369(N)    071 42 19.46136(W) AD(       ) 3
 LW5541  NGVD 29 (07/30/91)  198.18   (m)          650.2    (f) LEVELING    3  
 LW5541
 LW5541.Superseded values are not recommended for survey control.
 LW5541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5541.See file dsdata.txt to determine how the superseded data were derived.
 LW5541
 LW5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7504324997(NAD 83)
 LW5541_MARKER: DD = SURVEY DISK
 LW5541_SETTING: 80 = SET IN A BOULDER
 LW5541_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 LW5541_STAMPING: FO 002 1988
 LW5541_MARK LOGO: RIGS  
 LW5541_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5541+STABILITY: SURFACE MOTION
 LW5541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5541+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 LW5541
 LW5541  HISTORY     - Date     Condition        Report By
 LW5541  HISTORY     - 1988     MONUMENTED       RIGS
 LW5541  HISTORY     - 19891010 GOOD             RIGS
 LW5541
 LW5541                          STATION DESCRIPTION
 LW5541
 LW5541'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5541'THE STATION IS ABOUT 4.5 KM (2.80 MI) SOUTHEAST OF FOSTER CENTER.
 LW5541'OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY, 401
 LW5541'277-2814 .
 LW5541'TO REACH FROM THE SOUTH MERGER OF STATE HIGHWAY 14 AND STATE HIGHWAY
 LW5541'102, GO NORTH 0.55 KM (0.35 MI) ON HIGHWAYS 102/14 TO THE STATION ON
 LW5541'THE RIGHT.
 LW5541'THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL HOLE IN A
 LW5541'PARTIALLY EXPOSED BOULDER OF 2.0 M (6.6 FT) LARGEST DIMENSION AND 0.3
 LW5541'M (1.0 FT) ABOVE THE SURROUNDING GROUND. IT IS 31.2 M (102.4 FT)
 LW5541'SOUTHEAST FROM NET+T POLE 168, 24.2 M (79.4 FT) SOUTH FROM THE CENTER
 LW5541'OF A CRUSHED STONE DRIVE LEADING EAST, 13.3 M (43.6 FT) EAST FROM THE
 LW5541'CENTER OF HIGHWAYS 102/14, 1.5 M (4.9 FT) WEST FROM A FIBERGLASS
 LW5541'WITNESS POST AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LW5541
 LW5541                          STATION RECOVERY (1989)
 LW5541
 LW5541'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5542 ***********************************************************************
 LW5542  DESIGNATION -  FO 003
 LW5542  PID         -  LW5542
 LW5542  STATE/COUNTY-  RI/PROVIDENCE
 LW5542  USGS QUAD   -  CLAYVILLE (1975)
 LW5542
 LW5542                         *CURRENT SURVEY CONTROL
 LW5542  ___________________________________________________________________
 LW5542* NAD 83(1996)-  41 48 53.65194(N)    071 44 03.61876(W)     ADJUSTED  
 LW5542* NAVD 88     -       151.66   (+/-2cm)     497.6    (feet)  VERTCON   
 LW5542  ___________________________________________________________________
 LW5542  X           -   1,492,152.880 (meters)                     COMP
 LW5542  Y           -  -4,520,940.526 (meters)                     COMP
 LW5542  Z           -   4,230,384.602 (meters)                     COMP
 LW5542  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 LW5542  ELLIP HEIGHT-         121.86  (meters)          (06/13/02) GPS OBS
 LW5542  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW5542
 LW5542  HORZ ORDER  -  THIRD
 LW5542  VERT ORDER  -  THIRD ? (See Below)
 LW5542  ELLP ORDER  -  FOURTH    CLASS II
 LW5542
 LW5542.The horizontal coordinates were established by GPS observations
 LW5542.and adjusted by the National Geodetic Survey in August 1998..
 LW5542
 LW5542.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5542.The vertical order pertains to the NGVD 29 superseded value.
 LW5542
 LW5542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5542
 LW5542.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5542
 LW5542.The ellipsoidal height was determined by GPS observations
 LW5542.and is referenced to NAD 83.
 LW5542
 LW5542.The geoid height was determined by GEOID03.
 LW5542
 LW5542;                    North         East     Units Scale Factor Converg.
 LW5542;SPC RI       -    81,276.105    80,528.825   MT  0.99999841   -0 09 22.5
 LW5542;SPC RI       -   266,653.35    264,201.65   sFT  0.99999841   -0 09 22.5
 LW5542;SPC CT       -   261,909.811   389,190.004   MT  0.99999516   +0 40 24.4
 LW5542;SPC CT       -   859,282.44  1,276,867.54   sFT  0.99999516   +0 40 24.4
 LW5542;UTM  19      - 4,632,840.171   272,883.799   MT  1.00023478   -1 49 25.8
 LW5542
 LW5542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5542!SPC RI       -   0.99998089  x   0.99999841  =   0.99997930
 LW5542!SPC CT       -   0.99998089  x   0.99999516  =   0.99997605
 LW5542!UTM  19      -   0.99998089  x   1.00023478  =   1.00021566
 LW5542
 LW5542                          SUPERSEDED SURVEY CONTROL
 LW5542
 LW5542  ELLIP H (08/17/98)  121.89   (m)                       GP(       ) 4 1
 LW5542  NAD 83(1996)-  41 48 53.65145(N)    071 44 03.61843(W) AD(       ) 3
 LW5542  NAD 83(1992)-  41 48 53.65081(N)    071 44 03.61796(W) AD(       ) 3
 LW5542  ELLIP H (01/17/96)  121.84   (m)                       GP(       ) 4 2
 LW5542  NAD 83(1992)-  41 48 53.65067(N)    071 44 03.61822(W) AD(       ) 3
 LW5542  NAD 83(1986)-  41 48 53.65118(N)    071 44 03.61811(W) AD(       ) 3
 LW5542  NGVD 29 (07/30/91)  151.90   (m)          498.4    (f) LEVELING    3  
 LW5542
 LW5542.Superseded values are not recommended for survey control.
 LW5542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5542.See file dsdata.txt to determine how the superseded data were derived.
 LW5542
 LW5542_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7288432840(NAD 83)
 LW5542_MARKER: DD = SURVEY DISK
 LW5542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5542_SP_SET: CONCRETE POST
 LW5542_STAMPING: FO 003 1988
 LW5542_MARK LOGO: RIGS  
 LW5542_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5542+STABILITY: SURFACE MOTION
 LW5542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5542+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1989
 LW5542
 LW5542  HISTORY     - Date     Condition        Report By
 LW5542  HISTORY     - 1988     MONUMENTED       RIGS
 LW5542  HISTORY     - 19890706 GOOD
 LW5542
 LW5542                          STATION DESCRIPTION
 LW5542
 LW5542'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5542'THE STATION IS LOCATED ABOUT 3.05 KM (1.90 MI) WEST SOUTHWEST OF SOUTH
 LW5542'FOSTER CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5542'SURVEY, 401 277-2814.
 LW5542'TO REACH FROM THE INTERSECTION OF U S HIGHWAY 6 AND STATE HIGHWAY
 LW5542'94,GO WEST 29.6 M (97.1 FT) ON HIGHWAY 6 TO THE STATION ON THE LEFT.
 LW5542'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5542'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 29.0
 LW5542'M (95.1 FT) EAST SOUTHEAST FROM NET+T POLE 110, 11.75 M (38.5 FT) WEST
 LW5542'SOUTHWEST FROM NET+T POLE 109, 10.85 M (35.6 FT) SOUTH FROM THE CENTER
 LW5542'OF HIGHWAY 6, 10.25 M (33.6 FT) NORTHEAST FROM A LONE CONIFER ON THE
 LW5542'FRONT LAWN OF THE CHURCH.
 LW5542
 LW5542                          STATION RECOVERY (1989)
 LW5542
 LW5542'RECOVERED 1989
 LW5542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5543 ***********************************************************************
 LW5543  DESIGNATION -  FO 004
 LW5543  PID         -  LW5543
 LW5543  STATE/COUNTY-  RI/PROVIDENCE
 LW5543  USGS QUAD   -  CLAYVILLE (1975)
 LW5543
 LW5543                         *CURRENT SURVEY CONTROL
 LW5543  ___________________________________________________________________
 LW5543* NAD 83(1996)-  41 49 19.88001(N)    071 41 59.85242(W)     ADJUSTED  
 LW5543* NAVD 88     -       110.8    (meters)     364.     (feet)  VERTCON   
 LW5543  ___________________________________________________________________
 LW5543  X           -   1,494,686.361 (meters)                     COMP
 LW5543  Y           -  -4,519,503.191 (meters)                     COMP
 LW5543  Z           -   4,230,960.450 (meters)                     COMP
 LW5543  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 LW5543  ELLIP HEIGHT-          81.02  (meters)          (06/13/02) GPS OBS
 LW5543  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW5543
 LW5543  HORZ ORDER  -  THIRD
 LW5543  ELLP ORDER  -  FOURTH    CLASS II
 LW5543
 LW5543.The horizontal coordinates were established by GPS observations
 LW5543.and adjusted by the National Geodetic Survey in August 1998..
 LW5543
 LW5543.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5543
 LW5543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5543
 LW5543.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5543
 LW5543.The ellipsoidal height was determined by GPS observations
 LW5543.and is referenced to NAD 83.
 LW5543
 LW5543.The geoid height was determined by GEOID03.
 LW5543
 LW5543;                    North         East     Units Scale Factor Converg.
 LW5543;SPC RI       -    82,078.090    83,387.304   MT  0.99999714   -0 08 00.0
 LW5543;SPC RI       -   269,284.53    273,579.85   sFT  0.99999714   -0 08 00.0
 LW5543;SPC CT       -   262,753.098   392,036.564   MT  0.99999579   +0 41 46.5
 LW5543;SPC CT       -   862,049.12  1,286,206.63   sFT  0.99999579   +0 41 46.5
 LW5543;UTM  19      - 4,633,558.791   275,765.066   MT  1.00021877   -1 48 04.1
 LW5543
 LW5543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5543!SPC RI       -   0.99998729  x   0.99999714  =   0.99998443
 LW5543!SPC CT       -   0.99998729  x   0.99999579  =   0.99998308
 LW5543!UTM  19      -   0.99998729  x   1.00021877  =   1.00020606
 LW5543
 LW5543                          SUPERSEDED SURVEY CONTROL
 LW5543
 LW5543  ELLIP H (08/17/98)   81.04   (m)                       GP(       ) 4 1
 LW5543  NAD 83(1996)-  41 49 19.87955(N)    071 41 59.85210(W) AD(       ) 3
 LW5543  NAD 83(1992)-  41 49 19.87889(N)    071 41 59.85162(W) AD(       ) 3
 LW5543  ELLIP H (01/17/96)   80.99   (m)                       GP(       ) 4 2
 LW5543  NAD 83(1992)-  41 49 19.87875(N)    071 41 59.85185(W) AD(       ) 3
 LW5543  NAD 83(1986)-  41 49 19.87927(N)    071 41 59.85173(W) AD(       ) 3
 LW5543  NGVD 29 (07/30/91)  111.0    (m)          364.     (f) GPS OBS        
 LW5543
 LW5543.Superseded values are not recommended for survey control.
 LW5543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5543.See file dsdata.txt to determine how the superseded data were derived.
 LW5543
 LW5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7576533559(NAD 83)
 LW5543_MARKER: DD = SURVEY DISK
 LW5543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5543_SP_SET: CONCRETE POST
 LW5543_STAMPING: FO 004 1988
 LW5543_MARK LOGO: RIGS  
 LW5543_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5543+STABILITY: SURFACE MOTION
 LW5543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5543+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LW5543
 LW5543  HISTORY     - Date     Condition        Report By
 LW5543  HISTORY     - 1988     MONUMENTED       RIGS
 LW5543  HISTORY     - 19890707 GOOD
 LW5543
 LW5543                          STATION DESCRIPTION
 LW5543
 LW5543'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5543'THE STATION IS LOCATED AT SOUTH FOSTER. OWNERSHIP--STATE RIGHT OF
 LW5543'WAY,RHODE ISLAND GEODETIC SURVEY, 401 277-2814.
 LW5543'TO REACH FROM THE INTERSECTION OF U S HIGHWAY 6 AND STATE HIGHWAY 94,
 LW5543'GO EAST 3.05 KM (1.90 MI) ON HIGHWAY 6 TO OLD DANIELSON PIKE ON THE
 LW5543'LEFT, THE STATION IS SET IN A GRASSY AREA BETWEEN THE TWO ROADS.
 LW5543'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5543'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 13.15
 LW5543'M (43.1 FT) NORTH FROM THE CENTER OF HIGHWAY 6, 9.35 M (30.7 FT) SOUTH
 LW5543'FROM THE CENTER OF OLD DANIELSON PIKE, 6.1 M (20.0 FT) SOUTHWEST FROM
 LW5543'A NET+T AND NECO POLE 29, 5.3 M (17.4 FT) NORTH NORTHEAST FROM A
 LW5543'FIBERGLASS WITNESS POST.
 LW5543
 LW5543                          STATION RECOVERY (1989)
 LW5543
 LW5543'RECOVERED 1989
 LW5543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5544 ***********************************************************************
 LW5544  DESIGNATION -  FO 005
 LW5544  PID         -  LW5544
 LW5544  STATE/COUNTY-  RI/PROVIDENCE
 LW5544  USGS QUAD   -  CLAYVILLE (1975)
 LW5544
 LW5544                         *CURRENT SURVEY CONTROL
 LW5544  ___________________________________________________________________
 LW5544* NAD 83(1996)-  41 46 03.36446(N)    071 42 23.27018(W)     ADJUSTED  
 LW5544* NAVD 88     -       195.6    (meters)     642.     (feet)  VERTCON   
 LW5544  ___________________________________________________________________
 LW5544  X           -   1,495,461.451 (meters)                     COMP
 LW5544  Y           -  -4,523,569.518 (meters)                     COMP
 LW5544  Z           -   4,226,496.675 (meters)                     COMP
 LW5544  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 LW5544  ELLIP HEIGHT-         165.80  (meters)          (06/13/02) GPS OBS
 LW5544  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW5544
 LW5544  HORZ ORDER  -  THIRD
 LW5544  ELLP ORDER  -  FOURTH    CLASS II
 LW5544
 LW5544.The horizontal coordinates were established by GPS observations
 LW5544.and adjusted by the National Geodetic Survey in August 1998..
 LW5544
 LW5544.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5544
 LW5544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5544
 LW5544.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5544
 LW5544.The ellipsoidal height was determined by GPS observations
 LW5544.and is referenced to NAD 83.
 LW5544
 LW5544.The geoid height was determined by GEOID03.
 LW5544
 LW5544;                    North         East     Units Scale Factor Converg.
 LW5544;SPC RI       -    76,016.389    82,832.309   MT  0.99999738   -0 08 15.1
 LW5544;SPC RI       -   249,397.10    271,759.00   sFT  0.99999738   -0 08 15.1
 LW5544;SPC CT       -   256,684.020   391,569.387   MT  0.99999146   +0 41 30.9
 LW5544;SPC CT       -   842,137.49  1,284,673.90   sFT  0.99999146   +0 41 30.9
 LW5544;UTM  19      - 4,627,514.448   275,033.814   MT  1.00022283   -1 48 12.8
 LW5544
 LW5544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5544!SPC RI       -   0.99997400  x   0.99999738  =   0.99997138
 LW5544!SPC CT       -   0.99997400  x   0.99999146  =   0.99996546
 LW5544!UTM  19      -   0.99997400  x   1.00022283  =   1.00019682
 LW5544
 LW5544                          SUPERSEDED SURVEY CONTROL
 LW5544
 LW5544  ELLIP H (08/17/98)  165.82   (m)                       GP(       ) 4 1
 LW5544  NAD 83(1996)-  41 46 03.36388(N)    071 42 23.26984(W) AD(       ) 3
 LW5544  NAD 83(1992)-  41 46 03.36330(N)    071 42 23.26938(W) AD(       ) 3
 LW5544  ELLIP H (01/17/96)  165.78   (m)                       GP(       ) 4 2
 LW5544  NAD 83(1992)-  41 46 03.36312(N)    071 42 23.26965(W) AD(       ) 3
 LW5544  NAD 83(1986)-  41 46 03.36301(N)    071 42 23.27043(W) AD(       ) 3
 LW5544  NGVD 29 (07/30/91)  195.8    (m)          642.     (f) GPS OBS        
 LW5544
 LW5544.Superseded values are not recommended for survey control.
 LW5544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5544.See file dsdata.txt to determine how the superseded data were derived.
 LW5544
 LW5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7503427514(NAD 83)
 LW5544_MARKER: DD = SURVEY DISK
 LW5544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5544_SP_SET: CONCRETE POST
 LW5544_STAMPING: FO 005 1988
 LW5544_MARK LOGO: RIGS  
 LW5544_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5544+STABILITY: SURFACE MOTION
 LW5544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5544+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1989
 LW5544
 LW5544  HISTORY     - Date     Condition        Report By
 LW5544  HISTORY     - 1988     MONUMENTED       RIGS
 LW5544  HISTORY     - 19890706 GOOD
 LW5544
 LW5544                          STATION DESCRIPTION
 LW5544
 LW5544'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5544'THE STATION IS LOCATED ABOUT 2.25 KM (1.40 MI) SOUTHEAST OF FOSTER
 LW5544'CENTER. OWNERSHIP--MR TIMOTEO, 4 SPUR ROAD, FOSTER, 401 397-7937.
 LW5544'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 102/14 AND STATE
 LW5544'HIGHWAY 94, GO SOUTHWEST 1.6 KM (1.00 MI) ON HIGHWAYS 102/14 TO A SIDE
 LW5544'ROAD RIGHT, TURN RIGHT, GO WEST 0.15 KM (0.10 MI) ON SPUR ROAD TO THE
 LW5544'STATION ON THE LEFT.
 LW5544'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5544'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 34.4
 LW5544'M (112.9 FT) SOUTHEAST FROM THE CENTER OF A DRIVE FOR 4 SPUR ROAD,
 LW5544'21.2 M (69.6 FT) WEST SOUTHWEST FROM NET+T POLE 2, 10.0 M (32.8 FT)
 LW5544'SOUTHWEST FROM THE CENTER OF SPUR ROAD, 3.05 M (10.0 FT) SOUTHWEST
 LW5544'FROM A FIBERGLASS WITNESS POST AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 LW5544'THE ROAD.
 LW5544
 LW5544                          STATION RECOVERY (1989)
 LW5544
 LW5544'RECOVERED 1989
 LW5544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5545 ***********************************************************************
 LW5545  DESIGNATION -  FO 006
 LW5545  PID         -  LW5545
 LW5545  STATE/COUNTY-  RI/PROVIDENCE
 LW5545  USGS QUAD   -  EAST KILLINGLY (1974)
 LW5545
 LW5545                         *CURRENT SURVEY CONTROL
 LW5545  ___________________________________________________________________
 LW5545* NAD 83(1996)-  41 48 24.11688(N)    071 45 59.77845(W)     ADJUSTED  
 LW5545* NAVD 88     -       202.16   (+/-2cm)     663.3    (feet)  VERTCON   
 LW5545  ___________________________________________________________________
 LW5545  X           -   1,489,808.494 (meters)                     COMP
 LW5545  Y           -  -4,522,392.870 (meters)                     COMP
 LW5545  Z           -   4,229,739.050 (meters)                     COMP
 LW5545  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 LW5545  ELLIP HEIGHT-         172.34  (meters)          (06/13/02) GPS OBS
 LW5545  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW5545
 LW5545  HORZ ORDER  -  THIRD
 LW5545  VERT ORDER  -  THIRD ? (See Below)
 LW5545  ELLP ORDER  -  FOURTH    CLASS II
 LW5545
 LW5545.The horizontal coordinates were established by GPS observations
 LW5545.and adjusted by the National Geodetic Survey in August 1998..
 LW5545
 LW5545.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5545.The vertical order pertains to the NGVD 29 superseded value.
 LW5545
 LW5545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5545
 LW5545.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5545
 LW5545.The ellipsoidal height was determined by GPS observations
 LW5545.and is referenced to NAD 83.
 LW5545
 LW5545.The geoid height was determined by GEOID03.
 LW5545
 LW5545;                    North         East     Units Scale Factor Converg.
 LW5545;SPC RI       -    80,372.689    77,844.968   MT  0.99999979   -0 10 39.8
 LW5545;SPC RI       -   263,689.40    255,396.37   sFT  0.99999979   -0 10 39.8
 LW5545;SPC CT       -   260,967.628   386,519.523   MT  0.99999447   +0 39 07.4
 LW5545;SPC CT       -   856,191.29  1,268,106.14   sFT  0.99999447   +0 39 07.4
 LW5545;UTM  19      - 4,632,015.033   270,174.131   MT  1.00025002   -1 50 42.3
 LW5545
 LW5545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5545!SPC RI       -   0.99997297  x   0.99999979  =   0.99997276
 LW5545!SPC CT       -   0.99997297  x   0.99999447  =   0.99996744
 LW5545!UTM  19      -   0.99997297  x   1.00025002  =   1.00022298
 LW5545
 LW5545:                Primary Azimuth Mark                     Grid Az
 LW5545:SPC RI       -  FO 007                                   056 28 03.3
 LW5545:SPC CT       -  FO 007                                   055 38 16.1
 LW5545:UTM  19      -  FO 007                                   058 08 05.8
 LW5545
 LW5545|---------------------------------------------------------------------|
 LW5545| PID    Reference Object                     Distance      Geod. Az  |
 LW5545|                                                           dddmmss.s |
 LW5545| LW5546 FO 007                              APPROX. 0.8 KM 0561723.5 |
 LW5545|---------------------------------------------------------------------|
 LW5545
 LW5545                          SUPERSEDED SURVEY CONTROL
 LW5545
 LW5545  ELLIP H (08/17/98)  172.36   (m)                       GP(       ) 4 1
 LW5545  NAD 83(1996)-  41 48 24.11638(N)    071 45 59.77812(W) AD(       ) 3
 LW5545  NAD 83(1992)-  41 48 24.11577(N)    071 45 59.77766(W) AD(       ) 3
 LW5545  ELLIP H (01/17/96)  172.31   (m)                       GP(       ) 4 2
 LW5545  NAD 83(1992)-  41 48 24.11562(N)    071 45 59.77792(W) AD(       ) 3
 LW5545  NAD 83(1986)-  41 48 24.11622(N)    071 45 59.77750(W) AD(       ) 3
 LW5545  NGVD 29 (07/30/91)  202.40   (m)          664.0    (f) LEVELING    3  
 LW5545
 LW5545.Superseded values are not recommended for survey control.
 LW5545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5545.See file dsdata.txt to determine how the superseded data were derived.
 LW5545
 LW5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7017432015(NAD 83)
 LW5545_MARKER: DD = SURVEY DISK
 LW5545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5545_SP_SET: CONCRETE POST
 LW5545_STAMPING: FO 006 1988
 LW5545_MARK LOGO: RIGS  
 LW5545_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5545+STABILITY: SURFACE MOTION
 LW5545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5545+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1989
 LW5545
 LW5545  HISTORY     - Date     Condition        Report By
 LW5545  HISTORY     - 1988     MONUMENTED       RIGS
 LW5545  HISTORY     - 19890706 GOOD
 LW5545
 LW5545                          STATION DESCRIPTION
 LW5545
 LW5545'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5545'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) NORTHWEST OF FOSTER
 LW5545'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY,
 LW5545'401 277-2814.
 LW5545'TO REACH FROM THE CONNECTICUT/RHODE ISLAND STATE LINE, GO EAST 2.5 KM
 LW5545'(1.55 MI) ON U S HIGHWAY 6, TO THE STATION ON THE RIGHT, ACROSS FROM A
 LW5545'PACKAGE STORE AND SERVICE STATION.
 LW5545'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5545'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 5 CM BELOW THE GROUND. IT
 LW5545'IS 86.9 M (285.1 FT) EAST NORTHEAST FROM THE CENTER OF A DRIVE LEADING
 LW5545'SOUTH TO A ONE STORY HOUSE, 22.7 M (74.5 FT) NORTHEAST FROM THE EAST
 LW5545'END OF A LONG ROW OF CONIFERS ALONG THE ROAD, 18.0 M (59.1 FT) EAST
 LW5545'FROM NET+T POLE 163, 12.0 M (39.4 FT) 39.4 FT) SOUTH SOUTHEAST FROM
 LW5545'THE CENTER OF HIGHWAY 6.
 LW5545
 LW5545                          STATION RECOVERY (1989)
 LW5545
 LW5545'RECOVERED 1989
 LW5545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5546 ***********************************************************************
 LW5546  DESIGNATION -  FO 007
 LW5546  PID         -  LW5546
 LW5546  STATE/COUNTY-  RI/PROVIDENCE
 LW5546  USGS QUAD   -  EAST KILLINGLY (1974)
 LW5546
 LW5546                         *CURRENT SURVEY CONTROL
 LW5546  ___________________________________________________________________
 LW5546* NAD 83(1996)-  41 48 37.67857(N)    071 45 32.60666(W)     ADJUSTED  
 LW5546* NAVD 88     -       196.4    (meters)     644.     (feet)  VERTCON   
 LW5546  ___________________________________________________________________
 LW5546  X           -   1,490,315.583 (meters)                     COMP
 LW5546  Y           -  -4,521,927.608 (meters)                     COMP
 LW5546  Z           -   4,230,047.128 (meters)                     COMP
 LW5546  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 LW5546  ELLIP HEIGHT-         166.63  (meters)          (06/13/02) GPS OBS
 LW5546  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW5546
 LW5546  HORZ ORDER  -  THIRD
 LW5546  ELLP ORDER  -  FOURTH    CLASS II
 LW5546
 LW5546.The horizontal coordinates were established by GPS observations
 LW5546.and adjusted by the National Geodetic Survey in August 1998..
 LW5546
 LW5546.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5546
 LW5546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5546
 LW5546.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5546
 LW5546.The ellipsoidal height was determined by GPS observations
 LW5546.and is referenced to NAD 83.
 LW5546
 LW5546.The geoid height was determined by GEOID03.
 LW5546
 LW5546;                    North         East     Units Scale Factor Converg.
 LW5546;SPC RI       -    80,789.183    78,473.450   MT  0.99999945   -0 10 21.7
 LW5546;SPC RI       -   265,055.84    257,458.31   sFT  0.99999945   -0 10 21.7
 LW5546;SPC CT       -   261,393.178   387,141.903   MT  0.99999479   +0 39 25.4
 LW5546;SPC CT       -   857,587.45  1,270,148.06   sFT  0.99999479   +0 39 25.4
 LW5546;UTM  19      - 4,632,413.162   270,814.625   MT  1.00024640   -1 50 24.6
 LW5546
 LW5546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5546!SPC RI       -   0.99997387  x   0.99999945  =   0.99997332
 LW5546!SPC CT       -   0.99997387  x   0.99999479  =   0.99996866
 LW5546!UTM  19      -   0.99997387  x   1.00024640  =   1.00022026
 LW5546
 LW5546:                Primary Azimuth Mark                     Grid Az
 LW5546:SPC RI       -  FO 006                                   236 28 03.3
 LW5546:SPC CT       -  FO 006                                   235 38 16.2
 LW5546:UTM  19      -  FO 006                                   238 08 06.2
 LW5546
 LW5546|---------------------------------------------------------------------|
 LW5546| PID    Reference Object                     Distance      Geod. Az  |
 LW5546|                                                           dddmmss.s |
 LW5546| LW5545 FO 006                              APPROX. 0.8 KM 2361741.6 |
 LW5546|---------------------------------------------------------------------|
 LW5546
 LW5546                          SUPERSEDED SURVEY CONTROL
 LW5546
 LW5546  ELLIP H (08/17/98)  166.65   (m)                       GP(       ) 4 1
 LW5546  NAD 83(1996)-  41 48 37.67809(N)    071 45 32.60633(W) AD(       ) 3
 LW5546  NAD 83(1992)-  41 48 37.67747(N)    071 45 32.60586(W) AD(       ) 3
 LW5546  ELLIP H (01/17/96)  166.60   (m)                       GP(       ) 4 2
 LW5546  NAD 83(1992)-  41 48 37.67732(N)    071 45 32.60612(W) AD(       ) 3
 LW5546  NAD 83(1986)-  41 48 37.67786(N)    071 45 32.60570(W) AD(       ) 3
 LW5546  NGVD 29 (07/30/91)  196.7    (m)          645.     (f) GPS OBS        
 LW5546
 LW5546.Superseded values are not recommended for survey control.
 LW5546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5546.See file dsdata.txt to determine how the superseded data were derived.
 LW5546
 LW5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7081532413(NAD 83)
 LW5546_MARKER: DD = SURVEY DISK
 LW5546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5546_SP_SET: CONCRETE POST
 LW5546_STAMPING: FO 007 1988
 LW5546_MARK LOGO: RIGS  
 LW5546_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5546+STABILITY: SURFACE MOTION
 LW5546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5546+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1989
 LW5546
 LW5546  HISTORY     - Date     Condition        Report By
 LW5546  HISTORY     - 1988     MONUMENTED       RIGS
 LW5546  HISTORY     - 19890706 GOOD
 LW5546
 LW5546                          STATION DESCRIPTION
 LW5546
 LW5546'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5546'THE STATION IS ABOUT 4.35 KM (2.70 MI) NORTHWEST OF FOSTER CENTER.
 LW5546'OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY, 401
 LW5546'277-2814.
 LW5546'TO REACH FROM THE INTERSECTION OF U S HIGHWAY 6 AND STATE HIGHWAY 94,
 LW5546'GO WEST 2.25 KM (1.40 MI) ON U S HIGHWAY 6 TO THE STATION ON THE
 LW5546'RIGHT.
 LW5546'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5546'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 23.5
 LW5546'M (77.1 FT) EAST FROM NET+T POLE 1 ON PROPERTY OF THE COUNTRY BARN
 LW5546'ANTIQUE SHOP, 15.0 M (49.2 FT) NORTH NORTHWEST FROM THE CENTER OF
 LW5546'HIGHWAY 6, 4.25 M (13.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 LW5546'12 BY 6 FT STORAGE SHED, 1.7 M (5.6 FT) SOUTH SOUTHEAST FROM A
 LW5546'FIBERGLASS WITNESS POST.
 LW5546
 LW5546                          STATION RECOVERY (1989)
 LW5546
 LW5546'RECOVERED 1989
 LW5546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3358 ***********************************************************************
 LW3358  DESIGNATION -  FORT
 LW3358  PID         -  LW3358
 LW3358  STATE/COUNTY-  RI/WASHINGTON
 LW3358  USGS QUAD   -  MYSTIC (1984)
 LW3358
 LW3358                         *CURRENT SURVEY CONTROL
 LW3358  ___________________________________________________________________
 LW3358* NAD 83(1996)-  41 18 27.05978(N)    071 52 45.33450(W)     ADJUSTED  
 LW3358* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3358  ___________________________________________________________________
 LW3358  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 LW3358  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW3358
 LW3358  HORZ ORDER  -  THIRD
 LW3358
 LW3358.The horizontal coordinates were established by classical geodetic methods
 LW3358.and adjusted by the National Geodetic Survey in August 1998..
 LW3358
 LW3358.The orthometric height was scaled from a topographic map.
 LW3358
 LW3358.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3358
 LW3358.The geoid height was determined by GEOID03.
 LW3358
 LW3358;                    North         East     Units Scale Factor Converg.
 LW3358;SPC RI       -    24,966.507    68,239.860   MT  1.00000616   -0 15 01.3
 LW3358;SPC RI       -    81,910.95    223,883.61   sFT  1.00000616   -0 15 01.3
 LW3358;SPC CT       -   205,429.209   377,717.063   MT  0.99999089   +0 34 38.5
 LW3358;SPC CT       -   673,979.00  1,239,226.73   sFT  0.99999089   +0 34 38.5
 LW3358;UTM  19      - 4,576,894.804   258,965.597   MT  1.00031506   -1 54 05.4
 LW3358
 LW3358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3358!SPC RI       -   1.00000486  x   1.00000616  =   1.00001102
 LW3358!SPC CT       -   1.00000486  x   0.99999089  =   0.99999575
 LW3358!UTM  19      -   1.00000486  x   1.00031506  =   1.00031992
 LW3358
 LW3358:                Primary Azimuth Mark                     Grid Az
 LW3358:SPC RI       -  WEQUETEQUOCK CHURCH BELFRY               002 23 28.2
 LW3358:SPC CT       -  WEQUETEQUOCK CHURCH BELFRY               001 33 48.4
 LW3358:UTM  19      -  WEQUETEQUOCK CHURCH BELFRY               004 02 32.3
 LW3358
 LW3358|---------------------------------------------------------------------|
 LW3358| PID    Reference Object                     Distance      Geod. Az  |
 LW3358|                                                           dddmmss.s |
 LW3358| LW3355 WEQUETEQUOCK CHURCH BELFRY          APPROX. 6.0 KM 0020826.9 |
 LW3358| LW3335 BARN ISLAND CHIMNEY                 APPROX. 2.6 KM 0212106.2 |
 LW3358| CB7704 FORT RM 1                            16.412 METERS 08800     |
 LW3358| LW3308 WATCH HILL LIGHTHOUSE               APPROX. 1.8 KM 1030357.3 |
 LW3358| CB7705 FORT RM 2                            11.560 METERS 16025     |
 LW3358| LW3365 FREEMAN HOUSE                       APPROX. 3.4 KM 3475645.0 |
 LW3358| LW3357 KING HOUSE SOUTH GABLE              APPROX. 3.8 KM 3594534.3 |
 LW3358|---------------------------------------------------------------------|
 LW3358
 LW3358                          SUPERSEDED SURVEY CONTROL
 LW3358
 LW3358  NAD 83(1992)-  41 18 27.05847(N)    071 52 45.33371(W) AD(       ) 3
 LW3358  NAD 83(1986)-  41 18 27.05782(N)    071 52 45.33653(W) AD(       ) 3
 LW3358  NAD 27      -  41 18 26.69800(N)    071 52 47.09200(W) AD(       ) 3
 LW3358
 LW3358.Superseded values are not recommended for survey control.
 LW3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3358.See file dsdata.txt to determine how the superseded data were derived.
 LW3358
 LW3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5896676895(NAD 83)
 LW3358_MARKER: DD = SURVEY DISK
 LW3358_SETTING: 0 = UNSPECIFIED SETTING
 LW3358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3358
 LW3358  HISTORY     - Date     Condition        Report By
 LW3358  HISTORY     - 1934     MONUMENTED       USE
 LW3358  HISTORY     - 1943     GOOD             CGS
 LW3358  HISTORY     - 1948     GOOD             CGS
 LW3358  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3358
 LW3358                          STATION DESCRIPTION
 LW3358
 LW3358'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LW3358'THE STATION IS LOCATED ON THE EASTERLY GUN BASE OF THE OLD COAST
 LW3358'ARTILLERY FORT ON NAPATREE POINT.  THE POINT IS A LONG NARROW
 LW3358'SANDY SPIT W OF WATCH HILL.  THE STATION IS MARKED BY A
 LW3358'STANDARD DISC SET IN A DRILL HOLE IN THE NORTHWESTERLY CORNER
 LW3358'OF THE CONCRETE GUN BASE.
 LW3358'
 LW3358'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN A DRILL HOLE IN
 LW3358'THE NORTHWESTERLY CORNER OF THE E GUN PIT.  REFERENCE MARK NO. 2
 LW3358'IS A STANDARD DISC SET IN A DRILL HOLE IN THE W GUN
 LW3358'PIT.  REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 16.96
 LW3358'METERS.
 LW3358'
 LW3358'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3358
 LW3358                          STATION RECOVERY (1943)
 LW3358
 LW3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3358'STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE FOUND IN
 LW3358'GOOD CONDITION EXCEPT FOR REFERENCE MARK 2 WHICH HAS BEEN
 LW3358'DESTROYED.  THE CONCRETE FORTIFICATIONS OF THE OLD BATTERY ARE
 LW3358'NOW IN RUINS AND IT IS BELIEVED THAT THE STATION WILL NOT
 LW3358'LAST LONG.  A NEW DESCRIPTION FOLLOWS--
 LW3358'
 LW3358'STATION IS LOCATED ON THE E GUN BASE OF THE OLD COAST ARTILLERY
 LW3358'FORT ON NAPATREE POINT.  THE POINT IS A LONG NARROW SANDY SPIT
 LW3358'W OF WATCH HILL.
 LW3358'
 LW3358'STATION MARK IS A BRONZE DISK STAMPED FORT USE 1934, SET IN
 LW3358'A DRILL HOLE IN THE NW CORNER OF THE GUN BASE.
 LW3358'
 LW3358'REFERENCE MARK 1 IS A BRONZE DISK STAMPED FORT USE NO 1 1934
 LW3358'AND IS SET IN A DRILL HOLE IN THE NW CORNER OF THE E GUN BASE.
 LW3358
 LW3358                          STATION RECOVERY (1948)
 LW3358
 LW3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3358'THIS STATION IS SET IN THE MOST E REMAINS OF TWO GUN BASES THAT
 LW3358'WERE A PART OF FORT MANSFIELD.  THIS FORT WAS LOCATED ON NAPATREE
 LW3358'POINT WHICH IS SW OF WATCH HILL, R.I.  THESE GUN BASES WERE
 LW3358'BADLY BROKEN UP IN THE 1938 STORM.  THE STATION IS ON THE MOST S
 LW3358'CORNER OF THE ONLY CONCRETE STRUCTURE THAT WAS NOT DESTROYED.
 LW3358'THE REFERENCE MARKS FOR THIS STATION HAVE BEEN DESTROYED.
 LW3358
 LW3358                          STATION RECOVERY (1954)
 LW3358
 LW3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3358'DESTROYED.  STATION AND BOTH REFERENCE MARKS DESTROYED DUE TO
 LW3358'DESTRUCTION OF THE EMPLACEMENT BY STORMS.  THIS EMPLACEMENT IS
 LW3358'NOW A JUMBLE OF BROKEN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2883 ***********************************************************************
 LW2883  DESIGNATION -  FORT ADAMS LIGHT
 LW2883  PID         -  LW2883
 LW2883  STATE/COUNTY-  RI/NEWPORT
 LW2883  USGS QUAD   -  NEWPORT (1975)
 LW2883
 LW2883                         *CURRENT SURVEY CONTROL
 LW2883  ___________________________________________________________________
 LW2883* NAD 83(1996)-  41 28 54.17947(N)    071 20 14.28152(W)     ADJUSTED  
 LW2883* NAVD 88     -                                                        
 LW2883  ___________________________________________________________________
 LW2883  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 LW2883  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW2883
 LW2883  HORZ ORDER  -  THIRD
 LW2883
 LW2883.The horizontal coordinates were established by classical geodetic methods
 LW2883.and adjusted by the National Geodetic Survey in August 1998..
 LW2883
 LW2883
 LW2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2883
 LW2883.The geoid height was determined by GEOID03.
 LW2883
 LW2883;                    North         East     Units Scale Factor Converg.
 LW2883;SPC RI       -    44,256.690   113,588.529   MT  0.99999602   +0 06 28.0
 LW2883;SPC RI       -   145,198.82    372,665.03   sFT  0.99999602   +0 06 28.0
 LW2883;UTM  19      - 4,594,871.608   304,860.842   MT  1.00006864   -1 32 55.2
 LW2883
 LW2883                          SUPERSEDED SURVEY CONTROL
 LW2883
 LW2883  NAD 83(1996)-  41 28 54.17905(N)    071 20 14.28075(W) AD(       ) 4
 LW2883  NAD 83(1992)-  41 28 54.17788(N)    071 20 14.28088(W) AD(       ) 4
 LW2883  NAD 83(1992)-  41 28 54.17730(N)    071 20 14.28047(W) AD(       ) 4
 LW2883  NAD 83(1986)-  41 28 54.17770(N)    071 20 14.27828(W) AD(       ) 4
 LW2883  NAD 27      -  41 28 53.81700(N)    071 20 16.07500(W) AD(       ) 3
 LW2883
 LW2883.Superseded values are not recommended for survey control.
 LW2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2883.See file dsdata.txt to determine how the superseded data were derived.
 LW2883
 LW2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0486194872(NAD 83)
 LW2883_MARKER: 14 = NAVIGATION LIGHT
 LW2883
 LW2883  HISTORY     - Date     Condition        Report By
 LW2883  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW2883  HISTORY     - 1954     GOOD             CGS
 LW2883
 LW2883                          STATION DESCRIPTION
 LW2883
 LW2883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2883'STATION IS A LIGHTHOUSE SERVICE LIGHTED BEACON ON A FABRICATED
 LW2883'STEEL STRUCTURE ON THE MASONRY BULKHEAD POINT AT FORT ADAMS.  THE
 LW2883'CENTER OF THE LANTERN IS THE STATION.  THIS IS A NEW STRUCTURE
 LW2883'BUILT TO REPLACE THE FORMER LIGHT LOCATED IN 1912.
 LW2883
 LW2883                          STATION RECOVERY (1954)
 LW2883
 LW2883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2883'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 LW2883'AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2888 ***********************************************************************
 LW2888  DESIGNATION -  FORT GREENE
 LW2888  PID         -  LW2888
 LW2888  STATE/COUNTY-  RI/NEWPORT
 LW2888  USGS QUAD   -  NEWPORT (1975)
 LW2888
 LW2888                         *CURRENT SURVEY CONTROL
 LW2888  ___________________________________________________________________
 LW2888* NAD 83(1996)-  41 29 48.71188(N)    071 19 18.62917(W)     ADJUSTED  
 LW2888* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW2888  ___________________________________________________________________
 LW2888  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LW2888  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2888
 LW2888  HORZ ORDER  -  THIRD
 LW2888
 LW2888.The horizontal coordinates were established by classical geodetic methods
 LW2888.and adjusted by the National Geodetic Survey in August 1998..
 LW2888
 LW2888.The orthometric height was scaled from a topographic map.
 LW2888
 LW2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2888
 LW2888.The geoid height was determined by GEOID03.
 LW2888
 LW2888;                    North         East     Units Scale Factor Converg.
 LW2888;SPC RI       -    45,941.600   114,876.185   MT  0.99999647   +0 07 05.0
 LW2888;SPC RI       -   150,726.73    376,889.62   sFT  0.99999647   +0 07 05.0
 LW2888;UTM  19      - 4,596,518.701   306,196.764   MT  1.00006224   -1 32 20.0
 LW2888
 LW2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2888!SPC RI       -   1.00000349  x   0.99999647  =   0.99999996
 LW2888!UTM  19      -   1.00000349  x   1.00006224  =   1.00006573
 LW2888
 LW2888|---------------------------------------------------------------------|
 LW2888| PID    Reference Object                     Distance      Geod. Az  |
 LW2888|                                                           dddmmss.s |
 LW2888| CB7698 FORT GREENE RM 1                     37.175 METERS 05709     |
 LW2888| CB7699 FORT GREENE RM 2                     36.455 METERS 10911     |
 LW2888| LW2877 GOAT ISLAND NORTH                   APPROX. 0.6 KM 2284255.3 |
 LW2888| LW2848 ROSE ISLAND AERO LIGHT              APPROX. 1.6 KM 2674410.6 |
 LW2888|---------------------------------------------------------------------|
 LW2888
 LW2888                          SUPERSEDED SURVEY CONTROL
 LW2888
 LW2888  NAD 83(1996)-  41 29 48.71151(N)    071 19 18.62849(W) AD(       ) 3
 LW2888  NAD 83(1992)-  41 29 48.71027(N)    071 19 18.62852(W) AD(       ) 3
 LW2888  NAD 83(1992)-  41 29 48.70973(N)    071 19 18.62812(W) AD(       ) 3
 LW2888  NAD 83(1986)-  41 29 48.70974(N)    071 19 18.62634(W) AD(       ) 3
 LW2888  NAD 27      -  41 29 48.35000(N)    071 19 20.43400(W) AD(       ) 3
 LW2888
 LW2888.Superseded values are not recommended for survey control.
 LW2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2888.See file dsdata.txt to determine how the superseded data were derived.
 LW2888
 LW2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0619796519(NAD 83)
 LW2888_MARKER: DS = TRIANGULATION STATION DISK
 LW2888_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW2888_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW2888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2888
 LW2888  HISTORY     - Date     Condition        Report By
 LW2888  HISTORY     - 1934     MONUMENTED       CGS
 LW2888  HISTORY     - 1954     GOOD             CGS
 LW2888
 LW2888                          STATION DESCRIPTION
 LW2888
 LW2888'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2888'STATION IS A STANDARD DISK STAMPED FORT GREENE, 1934 SET IN
 LW2888'CONCRETE IN A 6-INCH TILE WHICH PROJECTS 6 INCHES ABOVE THE
 LW2888'SURFACE OF THE GROUND.  IT IS INSIDE THE CINDER PATH AROUND THE
 LW2888'PARK KNOWN AS FORT GREENE, BETWEEN PINE AND CHERRY STREETS, W OF
 LW2888'WASHINGTON STREET, NEWPORT.  STATION IS 4.95 METERS FROM THE SEA
 LW2888'WALL AND 15.4 METERS FROM A FLAGPOLE.
 LW2888'
 LW2888'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE WESTERN EDGE OF
 LW2888'THE SIDEWALK NE OF THE FLAGPOLE.  REFERENCE MARK NO. 2 IS A
 LW2888'STANDARD DISK SET IN THE WESTERN EDGE OF THE SIDEWALK SE OF THE
 LW2888'FLAGPOLE.
 LW2888
 LW2888                          STATION RECOVERY (1954)
 LW2888
 LW2888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2888'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW2888'DESCRIPTION IS ADEQUATE, EXCEPT THAT THE MARK IS NOW FLUSH WITH
 LW2888'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2685 ***********************************************************************
 LW2685  DESIGNATION -  FORT HILL
 LW2685  PID         -  LW2685
 LW2685  STATE/COUNTY-  RI/PROVIDENCE
 LW2685  USGS QUAD   -  PROVIDENCE (1975)
 LW2685
 LW2685                         *CURRENT SURVEY CONTROL
 LW2685  ___________________________________________________________________
 LW2685* NAD 83(1996)-  41 48 52.89084(N)    071 23 16.80390(W)     ADJUSTED  
 LW2685* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 LW2685  ___________________________________________________________________
 LW2685  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LW2685  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW2685
 LW2685  HORZ ORDER  -  THIRD
 LW2685
 LW2685.The horizontal coordinates were established by classical geodetic methods
 LW2685.and adjusted by the National Geodetic Survey in August 1998..
 LW2685
 LW2685.The orthometric height was scaled from a topographic map.
 LW2685
 LW2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2685
 LW2685.The geoid height was determined by GEOID03.
 LW2685
 LW2685;                    North         East     Units Scale Factor Converg.
 LW2685;SPC RI       -    81,232.140   109,306.011   MT  0.99999482   +0 04 28.8
 LW2685;SPC RI       -   266,509.11    358,614.80   sFT  0.99999482   +0 04 28.8
 LW2685;SPC MA M     -   840,493.399   209,305.946   MT  0.99998711   +0 04 30.8
 LW2685;SPC MA M     - 2,757,518.76    686,697.92   sFT  0.99998711   +0 04 30.8
 LW2685;UTM  19      - 4,631,958.707   301,652.204   MT  1.00008414   -1 35 33.6
 LW2685
 LW2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2685!SPC RI       -   0.99999965  x   0.99999482  =   0.99999447
 LW2685!SPC MA M     -   0.99999965  x   0.99998711  =   0.99998676
 LW2685!UTM  19      -   0.99999965  x   1.00008414  =   1.00008379
 LW2685
 LW2685:                Primary Azimuth Mark                     Grid Az
 LW2685:SPC RI       -  PROVIDENCE RADIO STA WRIB TWR            020 44 04.3
 LW2685:SPC MA M     -  PROVIDENCE RADIO STA WRIB TWR            020 44 02.3
 LW2685:UTM  19      -  PROVIDENCE RADIO STA WRIB TWR            022 24 06.7
 LW2685
 LW2685|---------------------------------------------------------------------|
 LW2685| PID    Reference Object                     Distance      Geod. Az  |
 LW2685|                                                           dddmmss.s |
 LW2685| LW2713 PROVIDENCE RADIO STA WRIB TWR       APPROX. 0.8 KM 0204833.1 |
 LW2685| LW2668 PROVIDENCE E WBC 1956               492.801 METERS 0221605.8 |
 LW2685| LW2710 E PROVIDENCE STANDPIPE              334.874 METERS 05018     |
 LW2685| LW2634 REHOBOTH TV STATION WJAR MAST       APPROX.10.1 KM 0560739.3 |
 LW2685| CB7702 FORT HILL RM 1                       17.152 METERS 07353     |
 LW2685| CB7703 FORT HILL RM 2                       21.205 METERS 14234     |
 LW2685| LW2692 PROVIDENCE SEWAGE DISPOSAL STK      APPROX. 2.2 KM 1852919.5 |
 LW2685| LW2690 HOSPITAL 1956                       APPROX. 1.8 KM 2595234.9 |
 LW2685| LW2707 PROVIDENCE RIVER W TRANS TWR        APPROX. 1.3 KM 2753042.8 |
 LW2685| LW2708 PROVIDENCE NARRAG ELEC BR STK       APPROX. 1.4 KM 2762908.9 |
 LW2685| LW2706 PROVIDENCE RIVER E TRANS TWR        APPROX. 1.0 KM 2764513.1 |
 LW2685| LW2712 PROVIDENCE NARRAG ELEC BLK STK      APPROX. 1.6 KM 2833752.2 |
 LW2685| LW2667 E PROVIDENCE BOLD PT RAD TWR        312.281 METERS 28852     |
 LW2685| LW2673 PROVIDENCE NARRAG ELEC N STACK      APPROX. 1.6 KM 2892109.4 |
 LW2685| LW2714 PROVIDENCE SUPREME COURT BLDG       APPROX. 2.0 KM 3072111.0 |
 LW2685| LW2715 PROVIDENCE BROWN UNIV STACK         APPROX. 1.8 KM 3183131.2 |
 LW2685| LW2705 E PROVIDENCE SEEKONK R S TOWER      135.268 METERS 33136     |
 LW2685| LW2660 PROVIDENCE HOPE ST HS TOWER         APPROX. 2.6 KM 3324144.3 |
 LW2685| LW2711 E PROVIDENCE SEEKONK R N TOWER      249.984 METERS 33520     |
 LW2685|---------------------------------------------------------------------|
 LW2685
 LW2685                          SUPERSEDED SURVEY CONTROL
 LW2685
 LW2685  NAD 83(1996)-  41 48 52.89065(N)    071 23 16.80381(W) AD(       ) 3
 LW2685  NAD 83(1992)-  41 48 52.88937(N)    071 23 16.80309(W) AD(       ) 3
 LW2685  NAD 83(1992)-  41 48 52.88919(N)    071 23 16.80310(W) AD(       ) 3
 LW2685  NAD 83(1986)-  41 48 52.88873(N)    071 23 16.80288(W) AD(       ) 3
 LW2685  NAD 27      -  41 48 52.57600(N)    071 23 18.67000(W) AD(       ) 3
 LW2685
 LW2685.Superseded values are not recommended for survey control.
 LW2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2685.See file dsdata.txt to determine how the superseded data were derived.
 LW2685
 LW2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0165231959(NAD 83)
 LW2685_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2685+STABILITY: SURFACE MOTION
 LW2685
 LW2685  HISTORY     - Date     Condition        Report By
 LW2685  HISTORY     - 1956     MONUMENTED       CGS
 LW2685  HISTORY     - 1966     SEE DESCRIPTION  AIRSUR
 LW2685  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2685
 LW2685                          STATION DESCRIPTION
 LW2685
 LW2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2685'LOCATED IN EAST PROVIDENCE ON THE HIGHEST POINT OF FORT HILL,
 LW2685'APPROXIMATELY 1500 FEET SOUTH OF WASHINGTON BRIDGE, APPROXIMATELY
 LW2685'230 FEET NORTHWEST OF VETERANS MEMORIAL PARKWAY AND 23.0
 LW2685'FT. SOUTHEAST OF THE EDGE OF THE BLUFF.
 LW2685'
 LW2685'STATION MARK IS A STANDARD DISK STAMPED FORT HILL 1956 SET IN
 LW2685'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 LW2685'INCHES ABOVE THE GROUND.
 LW2685'
 LW2685'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FORT HILL NO 1 1956
 LW2685'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LW2685'4 INCHES ABOVE THE GROUND.  IT IS EAST-NORTHEAST OF AND 3.7 FEET
 LW2685'LOWER THAN THE STATION MARK.
 LW2685'
 LW2685'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FORT HILL NO 2 1956
 LW2685'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 LW2685'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS SOUTHEAST OF AND 13.9
 LW2685'FEET LOWER THAN THE STATION MARK.
 LW2685
 LW2685                          STATION RECOVERY (1966)
 LW2685
 LW2685'RECOVERY NOTE BY AIR SURVEY CORPORATION 1966 (JEC)
 LW2685'DESTROYED.
 LW2685'
 LW2685'FORT HILL WAS LEVELED BY THE STATE A NO. OF YEARS AGO AND THE
 LW2685'MON. AND REFS WERE DESTROYED.
 LW2685
 LW2685                          STATION RECOVERY (1968)
 LW2685
 LW2685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS)
 LW2685'STATION MARK AND RMS WERE RECOVERED IN GOOD CONDITION.  A DWELLING
 LW2685'IS BEING BUILT OVER THE STATION MARK, AND THE ENTIRE TOP OF THE
 LW2685'HILL IS TO BE GRADED, CUT OFF THE TOP AND FILL AROUND THE
 LW2685'PERIMETER, AND ALSO A DRIVEWAY IS TO BE BUILT AND GRADED,
 LW2685'LOCATION OF WHICH IS NOT YET CERTAIN.  REFERENCE MARKS ARE AT
 LW2685'THE EDGE OF PROPOSED GRADING, AND WILL BE SPARED IF POSSIBLE.
 LW2685'POINT A WAS ESTABLISHED AS A TEMPORARY MARK TO USE FOR RESETTING A
 LW2685'NEW STATION MARK WHEN THE GRADING IS COMPLETED.
 LW2685'
 LW2685'RM 1 IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT
 LW2685'IS FLUSH.  (PROBING INDICATES THAT THE BOULDER IS MASSIVE.) IT
 LW2685'IS NEAR THE BROW OF THE HILL ON THE NORTH SIDE, AND NEAR WHERE
 LW2685'THE DRIVEWAY WILL PROBABLY BE LOCATED, STAMPED FORT HILL NO
 LW2685'1 1934.
 LW2685'
 LW2685'RM 2 IS A STANDARD DISK STAMPED FORT HILL NO 2 1934, SET IN A
 LW2685'DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES, A LARGE CEDAR
 LW2685'BETWEEN THE MARK AND THE STATION MARK IS 2 FEET WEST OF THE
 LW2685'BOULDER.  (ECCENTRIC POINT WAS 0.010 METERS NORTH OF THE
 LW2685'MARK.) THE HILL SLOPES LESS STEEPLY TO THE EAST, AND FORMS A
 LW2685'SLOPING SHOULDER.
 LW2685'
 LW2685'POINT A WAS A WOODEN HUB WITH A NAIL IN THE APPROXIMATE CENTER, ON
 LW2685'LINE FROM THE STATION MARK TO NEW TANK 1932.
 LW2685'
 LW2685'FORT HILL NEW TANK 1932, USED FOR AN AZIMUTH MARK, IS ABOUT 0.4
 LW2685'MILE TO THE NNE, AND IS PAINTED WITH RED AND WHITE CHECKS.  BASE
 LW2685'OF THE BALL ON TOP WAS THE POINT USED, THE BALL BEING BENEATH
 LW2685'A RED LIGHT THAT IS SUPPORTED BY LIGHT STEEL FRAMEWORK.  THE TANK
 LW2685'IS ELEVATED, SUPPORTED BY 4 STEEL LEGS.  TO REACH FROM THE
 LW2685'JUNCTION OF WINNAPAUG AND WATCH HILL ROADS, GO EAST AND SOUTHEAST
 LW2685'ON WINNAPAUG ROAD FOR 0.6 MILE TO THE TANK ON THE RIGHT,
 LW2685'150 FEET WEST OF THE ROAD.
 LW2685'
 LW2685'TO REACH THE STATION FROM U.S. HIGHWAY 1 IN WESTERLY, GO SOUTH
 LW2685'ON WATCH HILL ROAD FOR 2.5 MILES (PASSING WINNAPAUG ROAD TO
 LW2685'MISQUAMICUT AND ATLANTIC BEACH AT 2.3 MILES), TO HAPPY VALLEY
 LW2685'ROAD ON THE LEFT, TURN LEFT AND GO SE AND S (CROOKED ROAD) FOR
 LW2685'0.5 MILE TO BASE OF THE HILL, WHICH APPEARS TO BE IN THE MIDDLE
 LW2685'OF THE ROAD.  THE PROPOSED DRIVEWAY WILL TAKE OFF ON THE RIGHT
 LW2685'AT ABOUT THIS POINT, FOLLOW IT ABOUT 100 YARDS TO THE HOUSE
 LW2685'AND THE STATION.
 LW2685'
 LW2685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2685'ABOUT 3 MILES SOUTH OF WESTERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3287 ***********************************************************************
 LW3287  DESIGNATION -  FORT HILL
 LW3287  PID         -  LW3287
 LW3287  STATE/COUNTY-  RI/WASHINGTON
 LW3287  USGS QUAD   -  WATCH HILL (1984)
 LW3287
 LW3287                         *CURRENT SURVEY CONTROL
 LW3287  ___________________________________________________________________
 LW3287* NAD 83(1996)-  41 20 01.07995(N)    071 49 13.48421(W)     ADJUSTED  
 LW3287* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 LW3287  ___________________________________________________________________
 LW3287  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 LW3287  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW3287
 LW3287  HORZ ORDER  -  THIRD
 LW3287
 LW3287.The horizontal coordinates were established by classical geodetic methods
 LW3287.and adjusted by the National Geodetic Survey in August 1998..
 LW3287
 LW3287.The orthometric height was scaled from a topographic map.
 LW3287
 LW3287.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3287
 LW3287.The geoid height was determined by GEOID03.
 LW3287
 LW3287;                    North         East     Units Scale Factor Converg.
 LW3287;SPC RI       -    27,847.158    73,178.597   MT  1.00000260   -0 12 41.8
 LW3287;SPC RI       -    91,361.88    240,086.78   sFT  1.00000260   -0 12 41.8
 LW3287;SPC CT       -   208,380.873   382,613.594   MT  0.99998920   +0 36 58.9
 LW3287;SPC CT       -   683,662.91  1,255,291.43   sFT  0.99998920   +0 36 58.9
 LW3287;UTM  19      - 4,579,632.728   263,986.791   MT  1.00028557   -1 51 48.9
 LW3287
 LW3287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3287!SPC RI       -   0.99999905  x   1.00000260  =   1.00000165
 LW3287!SPC CT       -   0.99999905  x   0.99998920  =   0.99998825
 LW3287!UTM  19      -   0.99999905  x   1.00028557  =   1.00028462
 LW3287
 LW3287|---------------------------------------------------------------------|
 LW3287| PID    Reference Object                     Distance      Geod. Az  |
 LW3287|                                                           dddmmss.s |
 LW3287| CB7700 FORT HILL RM 1                       20.120 METERS 00010     |
 LW3287| LW3277 FORT HILL NEW TANK                  APPROX. 0.6 KM 0283110.6 |
 LW3287| CB7701 FORT HILL RM 2                       17.598 METERS 10641     |
 LW3287| LW3339 WATCH HILL OCEAN HOUSE FLAG         APPROX. 3.8 KM 2270800.2 |
 LW3287| LW3298 WATCH HILL WINDMILL                 APPROX. 3.3 KM 2291700.8 |
 LW3287| LW3329 MOORES CUPOLA                       APPROX. 1.2 KM 2813949.9 |
 LW3287| LW3291 OWENS CUPOLA                        APPROX. 0.7 KM 2881237.9 |
 LW3287| LW3299 ELMS HOUSE GABLE                    APPROX. 3.1 KM 3110604.8 |
 LW3287| LW3325 PALMERS CUPOLA                      APPROX. 2.4 KM 3230016.9 |
 LW3287| LW3323 PAWCATUCK AMERICAN THREAD STK       APPROX. 3.6 KM 3330955.2 |
 LW3287| LW3324 PAWCATUCK AMERICAN THREAD TANK      APPROX. 3.6 KM 3335932.2 |
 LW3287| LW3290 WESTERLY MUNRO FLORIST CO STK       APPROX. 3.5 KM 3450652.4 |
 LW3287| LW3293 WESTERLY HOSPITAL STACK             APPROX. 3.2 KM 3524054.2 |
 LW3287|---------------------------------------------------------------------|
 LW3287
 LW3287                          SUPERSEDED SURVEY CONTROL
 LW3287
 LW3287  NAD 83(1992)-  41 20 01.07863(N)    071 49 13.48342(W) AD(       ) 3
 LW3287  NAD 83(1986)-  41 20 01.07767(N)    071 49 13.48577(W) AD(       ) 3
 LW3287  NAD 27      -  41 20 00.72400(N)    071 49 15.23900(W) AD(       ) 3
 LW3287
 LW3287.Superseded values are not recommended for survey control.
 LW3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3287.See file dsdata.txt to determine how the superseded data were derived.
 LW3287
 LW3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6398779633(NAD 83)
 LW3287
 LW3287  HISTORY     - Date     Condition        Report By
 LW3287  HISTORY     - 1873     MONUMENTED       CGS
 LW3287  HISTORY     - 1913     GOOD             CGS
 LW3287  HISTORY     - 1934     GOOD             RIGS
 LW3287  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW3287  HISTORY     - 1954     GOOD             CGS
 LW3287  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LW3287
 LW3287                          STATION DESCRIPTION
 LW3287
 LW3287'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3287'STATION IS ON THE HIGHEST POINT OF A ROUND, BARE HILL ABOUT
 LW3287'1/2 MILE E OF THE HIGHWAY AND TROLLEY LINE FROM WESTERLY TO
 LW3287'WATCH HILL AND ABOUT 2 MILES NE OF WATCH HILL.  THE STATION IS
 LW3287'MARKED BY A DRILL HOLE IN THE TOP OF A GRANITE POST, 6 INCHES
 LW3287'SQUARE AND 2-1/2 FEET LONG, PROJECTING 6 INCHES ABOVE GROUND.  A
 LW3287'JUNK BOTTLE, BURIED 3-1/2 FEET UNDERGROUND, IS THE SUBSURFACE
 LW3287'MARK.
 LW3287
 LW3287                          STATION RECOVERY (1934)
 LW3287
 LW3287'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3287'STATION FOUND AS MARKED AND DESCRIBED.
 LW3287'
 LW3287'STATION IS BEST REACHED BY CLIMBING RETAINING WALL ON THE N
 LW3287'SIDE OF THE ROAD RUNNING FROM WESTERLY TO WATCH HILL OPPOSITE
 LW3287'TELEGRAPH POLE NO. 526.  THEN PROCEED ALONG AN ABANDONED RAILROAD
 LW3287'RIGHT-OF-WAY, WHICH RUNS IN A NORTHERLY DIRECTION, APPROXIMATELY
 LW3287'1500 FEET WHERE THE HILL AND A PATH LEADING TO IT ARE VISIBLE
 LW3287'ON THE W SIDE.
 LW3287
 LW3287                          STATION RECOVERY (1934)
 LW3287
 LW3287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3287'THE STATION WAS RECOVERED IN GOOD CONDITION AND RE-MARKED AND
 LW3287'RE-DESCRIBED AS FOLLOWS--THE STATION IS LOCATED ON THE HIGHEST
 LW3287'PART OF FORT HILL, THE HIGHEST OF A SERIES OF HILLS, ABOUT 1
 LW3287'MILE NORTHERLY OF THE SHORE LINE AND ABOUT 2 MILES NORTHEASTERLY
 LW3287'OF WATCH HILL.
 LW3287'
 LW3287'IT IS BEST REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 1
 LW3287'AND WATCH HILL ROAD IN WESTERLY.  GO 3 MILES SOUTHERLY ON
 LW3287'WATCH HILL ROAD.  THE STATION IS 1/2 MILE EASTERLY OF THIS POINT
 LW3287'AND IS REACHED ON FOOT AT THE TOP OF THE FIRST HILL.  THE STATION
 LW3287'IS ON THE MOST PROMINENT HILL THAT CAN BE SEEN.  THE HILL IS A
 LW3287'FRUSTRUM OF A CONE ABOUT 30 METERS IN DIAMETER AT THE TOP.  THE
 LW3287'STATION IS MARKED BY A 6- BY 6-INCH GRANITE POST WITH A
 LW3287'STANDARD DISK SET IN A DRILL HOLE IN THE CENTER.
 LW3287'
 LW3287'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE STANDARD
 LW3287'DISKS SET IN DRILL HOLES IN BOULDERS NORTHWESTERLY AND
 LW3287'NORTHEASTERLY OF THE STATION, RESPECTIVELY, AND NEAR THE BROW
 LW3287'OF THE HILL.
 LW3287
 LW3287                          STATION RECOVERY (1954)
 LW3287
 LW3287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3287'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3287'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LW3287'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 LW3287'WITH THE FOLLOWING EXCEPTIONS--
 LW3287'
 LW3287'REFERENCE MARK 1 IS N OF THE STATION, NEARLY ON RANGE WITH
 LW3287'WESTERLY GRAY STANDPIPE, AND STAMPED NO 1 FORT HILL 1934.
 LW3287'
 LW3287'REFERENCE MARK 2 IS E OF THE STATION, AND STAMPED NO 2 FORT
 LW3287'HILL 1934.
 LW3287'
 LW3287'STATION MARK IS STAMPED FORT HILL 1934.
 LW3287
 LW3287                          STATION RECOVERY (1971)
 LW3287
 LW3287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LW3287'STATION HAS BEEN DESTROYED.  THE TOP OF THE HILL HAS BEEN
 LW3287'LEVELLED AND LANDSCAPED, AND A LARGE MANSION BUILT.  THE OLD
 LW3287'STONE POST, WITH THE DISK IN TOP, WAS FOUND SET ABOUT
 LW3287'8 INCHES DEEP, WITH 20 INCHES PROJECTING, AT THE NORTHWEST
 LW3287'CORNER OF THE STONE ENTRANCE WALK TO THE MANSION.
 LW3287'
 LW3287'IT WAS NOT POSSIBLE TO OCCUPY THE MARK DUE TO OBSTRUCTED VIEW,
 LW3287'SO A POINT WAS ESTABLISHED BY RESECTION TO SOUTHWEST OF THE
 LW3287'MARK, AND FROM THIS IT WAS DETERMINED THAT THE STATION POINT
 LW3287'WAS ABOUT 25 FEET EAST OF WHERE THE MARK WAS FOUND, AND UNDER
 LW3287'THE NORTHEAST END OF THE MANSION.  THE REFERENCE MARKS WERE
 LW3287'NOT FOUND, AND ARE BELIEVED TO HAVE BEEN DESTROYED BY CUTTING
 LW3287'DOWN OF THE SIDE OF THE HILL DURING CONSTRUCTION OF THE
 LW3287'DRIVEWAY.
 LW3287'
 LW3287'THE STONE POST AND DISK WERE REMOVED AT THIS TIME.
 LW3287'
 LW3287'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3287'3 MILES SOUTH OF WESTERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3277 ***********************************************************************
 LW3277  DESIGNATION -  FORT HILL NEW TANK
 LW3277  PID         -  LW3277
 LW3277  STATE/COUNTY-  RI/WASHINGTON
 LW3277  USGS QUAD   -  WATCH HILL (1984)
 LW3277
 LW3277                         *CURRENT SURVEY CONTROL
 LW3277  ___________________________________________________________________
 LW3277* NAD 83(1996)-  41 20 18.40598(N)    071 49 00.99200(W)     ADJUSTED  
 LW3277* NAVD 88     -                                                        
 LW3277  ___________________________________________________________________
 LW3277  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 LW3277  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LW3277
 LW3277  HORZ ORDER  -  THIRD
 LW3277
 LW3277.The horizontal coordinates were established by classical geodetic methods
 LW3277.and adjusted by the National Geodetic Survey in August 1998..
 LW3277
 LW3277
 LW3277.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3277
 LW3277.The geoid height was determined by GEOID03.
 LW3277
 LW3277;                    North         East     Units Scale Factor Converg.
 LW3277;SPC RI       -    28,380.599    73,471.025   MT  1.00000241   -0 12 33.6
 LW3277;SPC RI       -    93,112.02    241,046.19   sFT  1.00000241   -0 12 33.6
 LW3277;SPC CT       -   208,918.476   382,898.280   MT  0.99998891   +0 37 07.2
 LW3277;SPC CT       -   685,426.70  1,256,225.44   sFT  0.99998891   +0 37 07.2
 LW3277;UTM  19      - 4,580,157.664   264,294.564   MT  1.00028378   -1 51 41.3
 LW3277
 LW3277                          SUPERSEDED SURVEY CONTROL
 LW3277
 LW3277  NAD 83(1992)-  41 20 18.40465(N)    071 49 00.99118(W) AD(       ) 4
 LW3277  NAD 83(1986)-  41 20 18.40365(N)    071 49 00.99357(W) AD(       ) 4
 LW3277  NAD 27      -  41 20 18.04726(N)    071 49 02.74433(W) AD(       ) 3
 LW3277
 LW3277.Superseded values are not recommended for survey control.
 LW3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3277.See file dsdata.txt to determine how the superseded data were derived.
 LW3277
 LW3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6429580158(NAD 83)
 LW3277_MARKER: 53 = ELEVATED TANK
 LW3277
 LW3277  HISTORY     - Date     Condition        Report By
 LW3277  HISTORY     - 1932     FIRST OBSERVED   CGS
 LW3277  HISTORY     - 1934     GOOD             CGS
 LW3277  HISTORY     - 1943     GOOD             CGS
 LW3277  HISTORY     - 1948     GOOD             CGS
 LW3277  HISTORY     - 1954     GOOD             CGS
 LW3277  HISTORY     - 1968     GOOD             CGS
 LW3277  HISTORY     - 1974     GOOD             NGS
 LW3277  HISTORY     - 1984     GOOD             USPSQD
 LW3277  HISTORY     - 1986     GOOD             RIGS
 LW3277  HISTORY     - 1989     GOOD             USPSQD
 LW3277  HISTORY     - 1990     GOOD             USPSQD
 LW3277
 LW3277                          STATION DESCRIPTION
 LW3277
 LW3277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3277'THIS TANK WAS LOCATED BY C.D. MEANEY AND CALLED WESTERLY
 LW3277'NEW WATER TANK.  ALSO BY M.H. REESE AND CALLED A TURNIP
 LW3277'SHAPED TANK.  BOTH LOCATIONS WERE FROM SINGLE TRIANGLES.  IT
 LW3277'WAS RELOCATED IN 1934 AS A CENTRAL POINT FIGURE IN THE MAIN
 LW3277'SCHEME.
 LW3277'
 LW3277'THE TANK IS LOCATED IN THE HILLS NORTHEASTERLY OF WATCH HILL
 LW3277'ON THE HILL KNOWN AS FORT HILL.  IT IS A CYLINDRICAL STEEL PLATE
 LW3277'STRUCTURE, WITH A CONICAL ROOF SURMOUNTED BY A BALL, AND HAS A
 LW3277'SEMISPHERICAL BOTTOM.  IT IS SUPPORTED ON BUILT-UP STRUCTURAL
 LW3277'STEEL COLUMNS.  THERE IS A RAILED BALCONY AROUND THE BASE OF THE
 LW3277'TANK.  THE STATION IS THE BASE OF THE BALL AT THE APEX OF THE
 LW3277'ROOF.  HEIGHT ABOUT 200 FEET.  IT IS A PROMINENT LAND MARK.
 LW3277
 LW3277                          STATION RECOVERY (1943)
 LW3277
 LW3277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3277'STATION IS LOCATED ABOUT 3 MI. S OF WESTERLY, ON A HILL KNOWN
 LW3277'AS MISQUAMICUT HILL.  IT IS THE SQUAT CYLINDRICAL WATER TANK
 LW3277'WITH A KETTLE BOTTOM AND A CONICAL ROOF SUPPORTED BY A TEN-LEGGED
 LW3277'STEEL STRUCTURE ABOUT 100 FT. HIGH.
 LW3277
 LW3277                          STATION RECOVERY (1948)
 LW3277
 LW3277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3277'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION--
 LW3277'
 LW3277'A FLASHING WHITE LIGHT (AERONAUTICAL AID) IS UPPERMOST POINT
 LW3277'OF STRUCTURE.  SAID LIGHT IS NOT IN OPERATION AT THIS
 LW3277'DATE.  LOCAL INFORMATION INDICATES THAT IT MAY BE REMOVED.
 LW3277
 LW3277                          STATION RECOVERY (1954)
 LW3277
 LW3277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3277'STATION RECOVERED AS DESCRIBED, THE DESCRIPTION IS ADEQUATE AND
 LW3277'CORRECT, EXCEPT THAT THE FLASHING LIGHT (AERONAUTICAL AID) HAS
 LW3277'BEEN REMOVED.
 LW3277
 LW3277                          STATION RECOVERY (1968)
 LW3277
 LW3277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3277'STATION IS LOCATED ABOUT 2-3/4 MILES SOUTH OF WESTERLY.
 LW3277'
 LW3277'TO REACH FROM THE BUSINESS SECTION OF WESTERLY, GO SOUTH ON
 LW3277'BEACH STREET FOR 2.4 MILES.  TURN LEFT AND GO EAST 0.2
 LW3277'MILE, THENCE TURN RIGHT AND GO SOUTH 0.4 MILE TO STATION ON
 LW3277'RIGHT AS DESCRIBED.
 LW3277'
 LW3277'THE STATION IS A METAL WATER TANK PAINTED RED AND WHITE
 LW3277'(CHECKERED).  IT IS SUPPORTED BY 10 LEGS, HAS TWO RED LIGHTS ON
 LW3277'TOP AND IS ABOUT 75 FEET HIGH.
 LW3277'
 LW3277'POINT INTERSECTED WAS TOP AND CENTER.
 LW3277
 LW3277                          STATION RECOVERY (1974)
 LW3277
 LW3277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EAB)
 LW3277'WESTERLY MUNICIPAL WATER TANK WAS RECOVERED AS DESCRIBED IN 1968
 LW3277'BY L.M. CHASE.  THE POINT INTERSECTED WAS THE FINIAL OF THE
 LW3277'TANK.  THE OVER-ALL HEIGHT IS 75 FEET.
 LW3277
 LW3277                          STATION RECOVERY (1984)
 LW3277
 LW3277'RECOVERY NOTE BY US POWER SQUADRON 1984 (BAM)
 LW3277'STATION RECOVERED AS DESCRIBED EXCEPT AS FOLLOWS--
 LW3277'
 LW3277'TWO RED LIGHTS ARE POSITIONED ON RECTANGULAR FRAMEWORK, WHICH SITS
 LW3277'ON TOP OF CONICAL ROOF.  ADDITIONAL THREE RED LIGHTS ARE LOCATED
 LW3277'EQUALLY SPACED ON RAILING JUST BELOW CONICAL ROOF OF TANK.  TANK
 LW3277'IS IN GOOD CONDITION ON TEN LEGS AND IS STILL RED AND WHITE
 LW3277'CHECKERED.  DESCRIPTION OF LOCATION IS ADEQUATE.
 LW3277
 LW3277                          STATION RECOVERY (1986)
 LW3277
 LW3277'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW3277'THE STATION WAS RECOVERED AT THIS DATE.
 LW3277'
 LW3277'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW3277
 LW3277                          STATION RECOVERY (1989)
 LW3277
 LW3277'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3277'RECOVERED IN GOOD CONDITION.
 LW3277
 LW3277                          STATION RECOVERY (1990)
 LW3277
 LW3277'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW3277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2717 ***********************************************************************
 LW2717  DESIGNATION -  FORT INDEPENDENCE 2 1863
 LW2717  PID         -  LW2717
 LW2717  STATE/COUNTY-  RI/PROVIDENCE
 LW2717  USGS QUAD   -  PROVIDENCE (1975)
 LW2717
 LW2717                         *CURRENT SURVEY CONTROL
 LW2717  ___________________________________________________________________
 LW2717* NAD 83(1996)-  41 47 34.25598(N)    071 23 31.69720(W)     ADJUSTED  
 LW2717* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW2717  ___________________________________________________________________
 LW2717  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LW2717  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW2717
 LW2717  HORZ ORDER  -  THIRD
 LW2717
 LW2717.The horizontal coordinates were established by classical geodetic methods
 LW2717.and adjusted by the National Geodetic Survey in August 1998..
 LW2717
 LW2717.The orthometric height was scaled from a topographic map.
 LW2717
 LW2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2717
 LW2717.The geoid height was determined by GEOID03.
 LW2717
 LW2717;                    North         East     Units Scale Factor Converg.
 LW2717;SPC RI       -    78,805.622   108,965.309   MT  0.99999474   +0 04 18.8
 LW2717;SPC RI       -   258,548.11    357,497.02   sFT  0.99999474   +0 04 18.8
 LW2717;UTM  19      - 4,629,542.909   301,241.021   MT  1.00008615   -1 35 41.0
 LW2717
 LW2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2717!SPC RI       -   1.00000390  x   0.99999474  =   0.99999864
 LW2717!UTM  19      -   1.00000390  x   1.00008615  =   1.00009005
 LW2717
 LW2717:                Primary Azimuth Mark                     Grid Az
 LW2717:SPC RI       -  PROVIDENCE HIGH STREET CHURCH            319 50 45.2
 LW2717:UTM  19      -  PROVIDENCE HIGH STREET CHURCH            321 30 45.0
 LW2717
 LW2717|---------------------------------------------------------------------|
 LW2717| PID    Reference Object                     Distance      Geod. Az  |
 LW2717|                                                           dddmmss.s |
 LW2717| LW2669 PROVIDENCE HIGH STREET CHURCH       APPROX. 3.7 KM 3195504.0 |
 LW2717| LW2663 PROVIDENCE VITRIOL WORKS CHIM       APPROX. 4.9 KM 3290232.0 |
 LW2717| LW2676 PROVIDENCE UNITARIAN CH SPIRE       APPROX. 3.7 KM 3425606.2 |
 LW2717|---------------------------------------------------------------------|
 LW2717
 LW2717                          SUPERSEDED SURVEY CONTROL
 LW2717
 LW2717  NAD 83(1996)-  41 47 34.25575(N)    071 23 31.69710(W) AD(       ) 3
 LW2717  NAD 83(1992)-  41 47 34.25446(N)    071 23 31.69635(W) AD(       ) 3
 LW2717  NAD 83(1992)-  41 47 34.25425(N)    071 23 31.69638(W) AD(       ) 3
 LW2717  NAD 83(1986)-  41 47 34.25422(N)    071 23 31.69566(W) AD(       ) 3
 LW2717  NAD 27      -  41 47 33.92700(N)    071 23 33.56300(W) AD(       ) 3
 LW2717
 LW2717.Superseded values are not recommended for survey control.
 LW2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2717.See file dsdata.txt to determine how the superseded data were derived.
 LW2717
 LW2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0124129543(NAD 83)
 LW2717
 LW2717  HISTORY     - Date     Condition        Report By
 LW2717  HISTORY     - 1863     MONUMENTED       COASUR
 LW2717  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2717  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2717  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2717  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2717
 LW2717                          STATION DESCRIPTION
 LW2717
 LW2717'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2717'STATION IS ON THE SUMMIT OF ROBIN HILL, ABOUT 1/2 MILE BACK OF
 LW2717'FIELDS POINT ON THE W SIDE OF PROVIDENCE RIVER.  THE STATION IS
 LW2717'IN AN OLD EARTHWORK OF 1812 AND IS MARKED BY A STANDARD DISK
 LW2717'STATION MARK SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE
 LW2717'WHICH IS EMBEDDED IN THE GROUND.  THE SUBSURFACE MARK IS A BURIED
 LW2717'BOTTLE.  A BRONZE TABLET SET IN A CEMENT BASE AND BEARING THE
 LW2717'INSCRIPTION FORT INDEPENDENCE, ERECTED ON ROBIN HILL, 1775,
 LW2717'STRENGTHENED 1814, IS ALSO WITHIN THE OLD FORT.  IT IS HELD IN
 LW2717'POSITION BY 4 BOLTS AND THE LOWER ONE ON THE LEFT AS ONE
 LW2717'FACES THE TABLET IS USED AS A REFERENCE MARK, IT IS 12.05
 LW2717'METERS (39.5 FEET) TO WESTWARD OF THE STATION.  TWO GRANITE
 LW2717'POSTS, SET BY THE CITY ENGINEERS OF PROVIDENCE (1911), ALSO
 LW2717'SERVE AS REFERENCE MARKS.  THEY ARE, RESPECTIVELY, 3.04
 LW2717'METERS (9.97 FEET) N (TRUE) AND 3.06 METERS (10.04 FEET) S
 LW2717'(TRUE) FROM THE STATION.
 LW2717
 LW2717                          STATION RECOVERY (1934)
 LW2717
 LW2717'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2717'STATION MARKER OF FORT INDEPENDENCE 2, 1863, WAS MISSING AND TOP OF
 LW2717'TILE PIPE BROKEN.  ABOUT 8 INCHES OF THIS TILE PIPE WAS CUT OFF AND
 LW2717'A NEW MARKER BABBITTED IN THE CEMENT IN THE EXACT LOCATION OF FORT
 LW2717'FORT INDEPENDENCE 2 AS DETERMINED FROM THE REFERENCE MARKS WHICH
 LW2717'ARE DESCRIBED.
 LW2717
 LW2717                          STATION RECOVERY (1935)
 LW2717
 LW2717'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2717'FOUND A RECENTLY PLACED DISK INSCRIBED U.S. COAST AND GEODETIC
 LW2717'SURVEY AND STATE SURVEY, ABOUT 6 INCHES BELOW THE SURFACE OF
 LW2717'THE GROUND, AND AT THE DISTANCES GIVEN IN THE PUBLISHED
 LW2717'DESCRIPTION FROM THE TWO GRANITE POSTS AND THE BOLT IN THE BRONZE
 LW2717'TABLET.
 LW2717'
 LW2717'THIS STATION IS USED BY THE CITY OF PROVIDENCE AS THE STARTING
 LW2717'POINT FOR A SYSTEM OF RECTANGULAR COORDINATES, AND ALSO BY THE
 LW2717'RHODE ISLAND COMMISSIONERS OF SHELL FISHERIES FOR ITS SYSTEM.
 LW2717
 LW2717                          STATION RECOVERY (1956)
 LW2717
 LW2717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2717'THE STATION IS LOST.  NO EVIDENCE OF THE STATION COULD BE
 LW2717'FOUND.  THE HILL ON WHICH THE STATION WAS LOCATED HAS BEEN
 LW2717'LEVELED OFF FOR AN INDUSTRIAL AREA AND THE STATION WAS EVIDENTLY
 LW2717'DESTROYED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0651 ***********************************************************************
 LW0651  DESIGNATION -  FORT VARNUM
 LW0651  PID         -  LW0651
 LW0651  STATE/COUNTY-  RI/WASHINGTON
 LW0651  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0651
 LW0651                         *CURRENT SURVEY CONTROL
 LW0651  ___________________________________________________________________
 LW0651* NAD 83(1996)-  41 26 48.72318(N)    071 25 56.16502(W)     ADJUSTED  
 LW0651* NAVD 88     -         3.585  (meters)      11.76   (feet)  ADJUSTED  
 LW0651  ___________________________________________________________________
 LW0651  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LW0651  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW0651  DYNAMIC HT  -           3.584 (meters)      11.76  (feet)  COMP
 LW0651  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LW0651
 LW0651  HORZ ORDER  -  SECOND
 LW0651  VERT ORDER  -  SECOND    CLASS 0
 LW0651
 LW0651.The horizontal coordinates were established by classical geodetic methods
 LW0651.and adjusted by the National Geodetic Survey in August 1998..
 LW0651
 LW0651.The orthometric height was determined by differential leveling
 LW0651.and adjusted by the National Geodetic Survey in June 1991..
 LW0651
 LW0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0651
 LW0651.The geoid height was determined by GEOID03.
 LW0651
 LW0651.The dynamic height is computed by dividing the NAVD 88
 LW0651.geopotential number by the normal gravity value computed on the
 LW0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0651.degrees latitude (g = 980.6199 gals.).
 LW0651
 LW0651.The modeled gravity was interpolated from observed gravity values.
 LW0651
 LW0651;                    North         East     Units Scale Factor Converg.
 LW0651;SPC RI       -    40,375.722   105,659.942   MT  0.99999414   +0 02 41.4
 LW0651;SPC RI       -   132,466.01    346,652.66   sFT  0.99999414   +0 02 41.4
 LW0651;UTM  19      - 4,591,221.032   296,822.669   MT  1.00010805   -1 36 37.9
 LW0651
 LW0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0651!SPC RI       -   1.00000418  x   0.99999414  =   0.99999832
 LW0651!UTM  19      -   1.00000418  x   1.00010805  =   1.00011223
 LW0651
 LW0651:                Primary Azimuth Mark                     Grid Az
 LW0651:SPC RI       -  BEAVERTAIL LIGHTHOUSE                    084 10 30.5
 LW0651:UTM  19      -  BEAVERTAIL LIGHTHOUSE                    085 49 49.8
 LW0651
 LW0651|---------------------------------------------------------------------|
 LW0651| PID    Reference Object                     Distance      Geod. Az  |
 LW0651|                                                           dddmmss.s |
 LW0651| LW2982 BEAVERTAIL LIGHTHOUSE               APPROX. 2.8 KM 0841311.9 |
 LW0651|---------------------------------------------------------------------|
 LW0651
 LW0651                          SUPERSEDED SURVEY CONTROL
 LW0651
 LW0651  NAD 83(1996)-  41 26 48.72251(N)    071 25 56.16403(W) AD(       ) 2
 LW0651  NAD 83(1992)-  41 26 48.72170(N)    071 25 56.16435(W) AD(       ) 2
 LW0651  NAD 83(1992)-  41 26 48.72090(N)    071 25 56.16403(W) AD(       ) 2
 LW0651  NAD 83(1986)-  41 26 48.72103(N)    071 25 56.16265(W) AD(       ) 2
 LW0651  NAD 27      -  41 26 48.35500(N)    071 25 57.95400(W) AD(       ) 2
 LW0651  NGVD 29 (??/??/92)    3.859  (m)           12.66   (f) ADJ UNCH    2 0
 LW0651
 LW0651.Superseded values are not recommended for survey control.
 LW0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0651.See file dsdata.txt to determine how the superseded data were derived.
 LW0651
 LW0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9682391221(NAD 83)
 LW0651_MARKER: DS = TRIANGULATION STATION DISK
 LW0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0651_STAMPING: FORT VARNUM 1943
 LW0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0651+STABILITY: SURFACE MOTION
 LW0651
 LW0651  HISTORY     - Date     Condition        Report By
 LW0651  HISTORY     - 1943     MONUMENTED       CGS
 LW0651  HISTORY     - 1943     GOOD             CGS
 LW0651  HISTORY     - 1954     GOOD             CGS
 LW0651  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW0651  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW0651
 LW0651                          STATION DESCRIPTION
 LW0651
 LW0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0651'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT VARNUM ON
 LW0651'THE W SHORE OF NARRAGANSETT BAY.  IT IS ABOUT 25 FT. NW OF A FENCE
 LW0651'ALONG SHORE LINE.  IT IS STAMPED FORT VARNUM 1943 AND IS FLUSH
 LW0651'WITH THE GROUND.  THERE ARE NO REFERENCE MARKS.
 LW0651'
 LW0651'STATION AND UNDERGROND MARKS ARE DESCRIBED.
 LW0651'
 LW0651'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 LW0651
 LW0651                          STATION RECOVERY (1943)
 LW0651
 LW0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0651'1.9 MI NE FROM NARRAGANSETT.
 LW0651'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1, FROM THE POST OFFICE
 LW0651'AT NARRAGANSETT, THENCE 1.2 MILES SOUTH AND EAST ALONG A PAVED
 LW0651'ROAD, AT FORT VARNUM, ON THE WEST SHORE OF NARRAGANSETT BAY,
 LW0651'25 FEET NORTHWEST OF THE FENCE ALONG THE SHORELINE, AND BETWEEN
 LW0651'BATTERY HOUSE AND BATERY 921.  A STANDARD TRIANGULATION STATION
 LW0651'DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0651
 LW0651                          STATION RECOVERY (1954)
 LW0651
 LW0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0651'STATION RECOVERED IN GOOD CONDITION.  THE 1943 DESCRIPTION IS
 LW0651'ADEQUATE AND COMPLETE.
 LW0651
 LW0651                          STATION RECOVERY (1994)
 LW0651
 LW0651'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0651'MARK NOT FOUND.
 LW0651
 LW0651                          STATION RECOVERY (2001)
 LW0651
 LW0651'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3306 ***********************************************************************
 LW3306  DESIGNATION -  FOSTER
 LW3306  PID         -  LW3306
 LW3306  STATE/COUNTY-  RI/WASHINGTON
 LW3306  USGS QUAD   -  WATCH HILL (1984)
 LW3306
 LW3306                         *CURRENT SURVEY CONTROL
 LW3306  ___________________________________________________________________
 LW3306* NAD 83(1996)-  41 19 02.70454(N)    071 51 34.19738(W)     ADJUSTED  
 LW3306* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW3306  ___________________________________________________________________
 LW3306  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 LW3306  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LW3306
 LW3306  HORZ ORDER  -  THIRD
 LW3306
 LW3306.The horizontal coordinates were established by classical geodetic methods
 LW3306.and adjusted by the National Geodetic Survey in August 1998..
 LW3306
 LW3306.The orthometric height was scaled from a topographic map.
 LW3306
 LW3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3306
 LW3306.The geoid height was determined by GEOID03.
 LW3306
 LW3306;                    North         East     Units Scale Factor Converg.
 LW3306;SPC RI       -    26,059.102    69,899.196   MT  1.00000490   -0 14 14.5
 LW3306;SPC RI       -    85,495.57    229,327.61   sFT  1.00000490   -0 14 14.5
 LW3306;SPC CT       -   206,545.644   379,360.417   MT  0.99999023   +0 35 25.6
 LW3306;SPC CT       -   677,641.83  1,244,618.30   sFT  0.99999023   +0 35 25.6
 LW3306;UTM  19      - 4,577,939.446   260,656.243   MT  1.00030506   -1 53 19.8
 LW3306
 LW3306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3306!SPC RI       -   1.00000470  x   1.00000490  =   1.00000960
 LW3306!SPC CT       -   1.00000470  x   0.99999023  =   0.99999493
 LW3306!UTM  19      -   1.00000470  x   1.00030506  =   1.00030976
 LW3306
 LW3306|---------------------------------------------------------------------|
 LW3306| PID    Reference Object                     Distance      Geod. Az  |
 LW3306|                                                           dddmmss.s |
 LW3306| CB7706 FOSTER RM 1                          21.862 METERS 04642     |
 LW3306| LW3277 FORT HILL NEW TANK                  APPROX. 4.3 KM 0564427.2 |
 LW3306| CB7707 FOSTER RM 2                          19.580 METERS 10911     |
 LW3306|---------------------------------------------------------------------|
 LW3306
 LW3306                          SUPERSEDED SURVEY CONTROL
 LW3306
 LW3306  NAD 83(1992)-  41 19 02.70322(N)    071 51 34.19658(W) AD(       ) 3
 LW3306  NAD 83(1986)-  41 19 02.70249(N)    071 51 34.19909(W) AD(       ) 3
 LW3306  NAD 27      -  41 19 02.34600(N)    071 51 35.95300(W) AD(       ) 3
 LW3306
 LW3306.Superseded values are not recommended for survey control.
 LW3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3306.See file dsdata.txt to determine how the superseded data were derived.
 LW3306
 LW3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6065677939(NAD 83)
 LW3306_MARKER: DS = TRIANGULATION STATION DISK
 LW3306_SETTING: 80 = SET IN A BOULDER
 LW3306_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3306+STABILITY: SURFACE MOTION
 LW3306
 LW3306  HISTORY     - Date     Condition        Report By
 LW3306  HISTORY     - 1934     MONUMENTED       CGS
 LW3306  HISTORY     - 1943     GOOD             CGS
 LW3306  HISTORY     - 1954     GOOD             CGS
 LW3306  HISTORY     - 1984     GOOD             USPSQD
 LW3306
 LW3306                          STATION DESCRIPTION
 LW3306
 LW3306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3306'THE STATION IS LOCATED ON A SMALL POINT ON THE E SIDE OF THE
 LW3306'PAWCATUCK RIVER, JUST N OF FOSTER COVE AND ALMOST S OF PAWCATUCK
 LW3306'POINT.  THE STATION IS MARKED BY A STANDARD DISC SET IN A DRILL
 LW3306'HOLE IN THE TOP OF A LARGE BOULDER AT THE HIGH WATER LINE AND ONE
 LW3306'METER ABOVE HIGH WATER LEVEL.
 LW3306'
 LW3306'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3306'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO. 1 AND
 LW3306'NO. 2 ARE STANDARD BRONZE DISCS SET IN A BOULDER AS DESCRIBED IN
 LW3306'NOTE 12C.
 LW3306'
 LW3306'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN A DRILL HOLE IN
 LW3306'THE TOP OF A BOULDER AT HIGH WATER LINE.  REFERENCE MARK NO. 2 IS
 LW3306'A STANDARD DISC SET IN A DRILL HOLE IN THE TOP OF A BOULDER
 LW3306'EASTERLY OF THE STATION AND 10 METERS N OF HIGH WATER
 LW3306'MARK.  DISTANCE REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 LW3306'21.55 METERS.
 LW3306'
 LW3306'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3306
 LW3306                          STATION RECOVERY (1943)
 LW3306
 LW3306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3306'STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE FOUND IN
 LW3306'GOOD CONDITION.  NEW DESCRIPTION FOLLOWS--
 LW3306'
 LW3306'STATION IS LOCATED ON A SMALL POINT ON THE E SIDE OF THE
 LW3306'PAWCATUCK RIVER JUST N OF FOSTER COVE, AND ALMOST S OF PAWCATUCK
 LW3306'POINT.
 LW3306'
 LW3306'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 LW3306'OUTCROPPING BEDROCK.  IT IS STAMPED FOSTER 1934 AND PROJECTS
 LW3306'ABOUT 3 FEET.
 LW3306'
 LW3306'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DEPRESSION
 LW3306'IN OUTCROPPING BEDROCK.  IT IS E OF THE STATION, IS STAMPED
 LW3306'FOSTER NO 1 1934, AND PROJECTS ABOUT 2 FEET.
 LW3306'
 LW3306'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DEPRESSION
 LW3306'IN OUTCROPPING BEDROCK.  IT IS SE OF THE STATION, IS STAMPED
 LW3306'FOSTER NO 2 1934, AND PROJECTS ABOUT 3 FEET.
 LW3306
 LW3306                          STATION RECOVERY (1954)
 LW3306
 LW3306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3306'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3306'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LW3306'AND FOUND TO BE CORRECT.  THE DESCRIPTION IS ADEQUATE AND CORRECT
 LW3306'EXCEPT FOR THE FOLLOWING ADDITIONS--
 LW3306'
 LW3306'STATION MARK IS STAMPED FOSTER 1934.
 LW3306'
 LW3306'REFERENCE MARK 1 IS STAMPED FOSTER NO 1 1934.
 LW3306'
 LW3306'REFERENCE MARK 2 IS STAMPED FOSTER NO 2 1934.
 LW3306
 LW3306                          STATION RECOVERY (1984)
 LW3306
 LW3306'RECOVERY NOTE BY US POWER SQUADRON 1984 (BAM)
 LW3306'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 LW3306'DISTANCES TO REFERENCE MARKS WERE MEASURED AGAIN WITH A STEEL TAPE
 LW3306'AND FOUND TO BE CORRECT.  DESCRIPTION IS ADEQUATE.  THE FOLLOWING
 LW3306'ADDITIONAL DIRECTIONS CAN HELP LOCATE STATION--FROM CENTER OF
 LW3306'WESTERLY GO TO WATCH HILL (5 MI.) - TURN RT. ON SUNSET RD. - GO 0.2
 LW3306'MI. AND TURN LEFT ON MISQUAMICUT AVE. - GO 0.3 MI. AND TURN LEFT
 LW3306'ON ARRAQUAT RD. - GO 0.2 MI. TO SHORE LINE (PRIVATE HOME) AND
 LW3306'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2505 ***********************************************************************
 LW2505  DESIGNATION -  FOX
 LW2505  PID         -  LW2505
 LW2505  STATE/COUNTY-  RI/WASHINGTON
 LW2505  USGS QUAD   -  WICKFORD (1995)
 LW2505
 LW2505                         *CURRENT SURVEY CONTROL
 LW2505  ___________________________________________________________________
 LW2505* NAD 83(1996)-  41 33 16.10287(N)    071 25 02.58359(W)     ADJUSTED  
 LW2505* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW2505  ___________________________________________________________________
 LW2505  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 LW2505  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LW2505
 LW2505  HORZ ORDER  -  SECOND
 LW2505
 LW2505.The horizontal coordinates were established by classical geodetic methods
 LW2505.and adjusted by the National Geodetic Survey in August 1998..
 LW2505
 LW2505.The orthometric height was scaled from a topographic map.
 LW2505
 LW2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2505
 LW2505.The geoid height was determined by GEOID03.
 LW2505
 LW2505;                    North         East     Units Scale Factor Converg.
 LW2505;SPC RI       -    52,327.779   106,892.266   MT  0.99999433   +0 03 17.3
 LW2505;SPC RI       -   171,678.72    350,695.71   sFT  0.99999433   +0 03 17.3
 LW2505;UTM  19      - 4,603,133.763   298,400.281   MT  1.00010018   -1 36 14.6
 LW2505
 LW2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2505!SPC RI       -   1.00000413  x   0.99999433  =   0.99999846
 LW2505!UTM  19      -   1.00000413  x   1.00010018  =   1.00010431
 LW2505
 LW2505:                Primary Azimuth Mark                     Grid Az
 LW2505:SPC RI       -  WHITE ROCKS BEACON                       000 19 23.9
 LW2505:UTM  19      -  WHITE ROCKS BEACON                       001 58 55.8
 LW2505
 LW2505|---------------------------------------------------------------------|
 LW2505| PID    Reference Object                     Distance      Geod. Az  |
 LW2505|                                                           dddmmss.s |
 LW2505| LW2480 WHITE ROCKS BEACON                  APPROX. 2.2 KM 0002241.2 |
 LW2505| LW2493 QUONSET AERO LIGHT                  APPROX. 4.2 KM 0031634.4 |
 LW2505| LW2497 QUONSET NAS AOB BLD 61 CONT TR      APPROX. 4.4 KM 0054526.1 |
 LW2505| LW2483 QUONSET NAS BOATHOUSE POLE          APPROX. 3.6 KM 0064141.9 |
 LW2505| CB7709 FOX RM 2                             23.894 METERS 01354     |
 LW2505| LW2426 CONANICUT LIGHTHOUSE                APPROX. 4.4 KM 0605910.1 |
 LW2505| LW2504 SAND                                APPROX. 2.8 KM 0822146.4 |
 LW2505| LW2520 PLUM BEACH LIGHTHOUSE               APPROX. 2.9 KM 1591844.5 |
 LW2505| LW2484 WICKFORD NORTH KINGSTOWN SPIPE      APPROX. 4.5 KM 3003007.4 |
 LW2505| LW2477 WICKFORD EPISCOPAL CH SPIRE         APPROX. 3.3 KM 3050449.0 |
 LW2505| LW2478 WICKFORD LIGHTHOUSE OLD TOWER       APPROX. 2.6 KM 3152333.5 |
 LW2505| LW2473 WICKFORD HARBOR LIGHT               APPROX. 2.6 KM 3210906.7 |
 LW2505| CB7708 FOX RM 1                             26.421 METERS 32735     |
 LW2505| LW2500 CAMP THOMAS WEST TANK               APPROX. 6.5 KM 3351215.9 |
 LW2505| LW2488 QUONSET NAS WEST RADIO MAST         APPROX. 4.0 KM 3443755.2 |
 LW2505| LW2486 QUONSET NAS SOUTH RADIO MAST        APPROX. 3.9 KM 3450519.0 |
 LW2505| LW2501 CAMP THOMAS EAST TANK               APPROX. 5.7 KM 3453147.8 |
 LW2505| LW2492 QUONSET NAS EAST RADIO MAST         APPROX. 4.0 KM 3462005.5 |
 LW2505| LW2496 QUONSET NAVAL AIR STA N TANK        APPROX. 4.6 KM 3541748.2 |
 LW2505| LW2487 QUONSET NAS HANGER 2 CONT TR        APPROX. 3.7 KM 3545759.3 |
 LW2505| LW2489 QUONSET NAVAL AIR STA S TANK        APPROX. 4.0 KM 3554013.3 |
 LW2505| LW2494 QUONSET NAS HEATING PLANT STK       APPROX. 4.0 KM 3571149.3 |
 LW2505| LW2503 CAMP ENDICOTT ELEVATED TANK         APPROX. 6.7 KM 3591834.5 |
 LW2505|---------------------------------------------------------------------|
 LW2505
 LW2505                          SUPERSEDED SURVEY CONTROL
 LW2505
 LW2505  NAD 83(1996)-  41 33 16.10227(N)    071 25 02.58314(W) AD(       ) 2
 LW2505  NAD 83(1992)-  41 33 16.10135(N)    071 25 02.58280(W) AD(       ) 2
 LW2505  NAD 83(1992)-  41 33 16.10076(N)    071 25 02.58265(W) AD(       ) 2
 LW2505  NAD 83(1986)-  41 33 16.10066(N)    071 25 02.58137(W) AD(       ) 2
 LW2505  NAD 27      -  41 33 15.72300(N)    071 25 04.37400(W) AD(       ) 2
 LW2505
 LW2505.Superseded values are not recommended for survey control.
 LW2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2505.See file dsdata.txt to determine how the superseded data were derived.
 LW2505
 LW2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9840003134(NAD 83)
 LW2505
 LW2505  HISTORY     - Date     Condition        Report By
 LW2505  HISTORY     - 1912     MONUMENTED       CGS
 LW2505  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2505  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2505  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2505
 LW2505                          STATION DESCRIPTION
 LW2505
 LW2505'DESCRIBED BY US ENGINEERS 1916
 LW2505'ON THE SMALL ISLAND OF THAT NAME LYING IN THE W SIDE
 LW2505'OF WESTERN PASSAGE ABOUT 1-1/2 MILES TO THE SOUTHEASTWARD
 LW2505'OF WICKFORD ENTRANCE.  THE STATION IS ABOUT 100 FEET FROM
 LW2505'THE E SHORE OF THE ISLAND AND IS MARKED BY THE PROJECTING
 LW2505'POINT OF A NAIL SURROUNDED BY A TRIANGLE IN THE TOP
 LW2505'OF A CONCRETE POST 8 INCHES SQUARE AND 22 INCHES LONG,
 LW2505'WHICH PROJECTS SLIGHTLY ABOVE THE GROUND.  THE STATION MARK
 LW2505'BEARS THE INSCRIPTION 1912 C AND G.S.  THREE REFERENCE MARKS,
 LW2505'EACH A DRILLED HOLE IN A ROCK OR BOULDER, ARE, RESPECTIVELY,
 LW2505'26.43 METERS (86.7 FEET) N BY W, 23.9 METERS (78.4 FEET)
 LW2505'NNE, AND 24.1 METERS (79.2 FEET) SE FROM THE STATION.
 LW2505
 LW2505                          STATION RECOVERY (1944)
 LW2505
 LW2505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2505'STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARK 1 WAS
 LW2505'RECOVERED AS DESCRIBED.  A BRONZE REFERENCE DISK, STAMPED
 LW2505'R.M. NO 1 1912, WAS PLACED IN THE ORIGINAL DRILL HOLE.  REFERENCE
 LW2505'MARK 2 WAS RECOVERED BUT THE DRILL HOLE
 LW2505'AS DESCRIBED IS NOW OCCUPIED BY A REFERENCE DISK OF THE
 LW2505'RHODE ISLAND COMMISSIONER OF SHELL FISHERIES WITH REFERENCE
 LW2505'TO THE STATION.  REFERENCE MARK 3 HAS BEEN DESTROYED IN
 LW2505'THE BUILDING OF A NEW RETAINING WALL ALONG THE SHORE
 LW2505'OF FOX ISLAND.
 LW2505
 LW2505                          STATION RECOVERY (1956)
 LW2505
 LW2505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2505'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 LW2505'CONDITION.  DUE TO RECENT CHANGES A NEW DESCRIPTION FOLLOWS--
 LW2505'
 LW2505'LOCATED ON THE NE TIP OF FOX ISLAND, IN THE W SIDE OF
 LW2505'WESTERN PASSAGE, ABOUT 1.5 MI. SE OF WICKFORD ENTRANCE,
 LW2505'73.7 FT. NW OF THE S END OF A SEAWALL, AND 9.4 FT. W OF
 LW2505'A LIGHT POLE.  IT IS MARKED BY A NAIL IN THE CENTER OF
 LW2505'A TRIANGLE, IN TOP OF AN 8-IN. SQUARE CONCRETE MONUMENT
 LW2505'SET FLUSH WITH THE GROUND.
 LW2505'
 LW2505'REFERENCE MARK 1 IS 86.7 FT. NW OF THE STATION, IN A
 LW2505'LARGE BOULDER.  IT IS A STANDARD DISK, STAMPED NO 1
 LW2505'1912 1944 AND IS ABOUT 18 IN. ABOVE THE GROUND.
 LW2505'
 LW2505'REFERENCE MARK 2 IS 78.4 FT. NE OF THE STATION, AND 8 FT. W
 LW2505'OF A SEAWALL.  IT IS A RHODE ISLAND COMMISSION OF
 LW2505'STATE FISHERIES DISK, STAMPED 81 78 6 SET IN A LARGE BOULDER
 LW2505'PROJECTING 4 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2506 ***********************************************************************
 LW2506  DESIGNATION -  FOX ISLAND USE
 LW2506  PID         -  LW2506
 LW2506  STATE/COUNTY-  RI/WASHINGTON
 LW2506  USGS QUAD   -  WICKFORD (1995)
 LW2506
 LW2506                         *CURRENT SURVEY CONTROL
 LW2506  ___________________________________________________________________
 LW2506* NAD 83(1996)-  41 33 13.74168(N)    071 25 06.93298(W)     ADJUSTED  
 LW2506* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2506  ___________________________________________________________________
 LW2506  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 LW2506  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LW2506
 LW2506  HORZ ORDER  -  THIRD
 LW2506
 LW2506.The horizontal coordinates were established by classical geodetic methods
 LW2506.and adjusted by the National Geodetic Survey in August 1998..
 LW2506
 LW2506.The orthometric height was scaled from a topographic map.
 LW2506
 LW2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2506
 LW2506.The geoid height was determined by GEOID03.
 LW2506
 LW2506;                    North         East     Units Scale Factor Converg.
 LW2506;SPC RI       -    52,254.838   106,791.542   MT  0.99999432   +0 03 14.4
 LW2506;SPC RI       -   171,439.41    350,365.25   sFT  0.99999432   +0 03 14.4
 LW2506;UTM  19      - 4,603,063.761   298,297.478   MT  1.00010069   -1 36 17.5
 LW2506
 LW2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2506!SPC RI       -   1.00000475  x   0.99999432  =   0.99999907
 LW2506!UTM  19      -   1.00000475  x   1.00010069  =   1.00010544
 LW2506
 LW2506:                Primary Azimuth Mark                     Grid Az
 LW2506:SPC RI       -  HULL                                     117 20 01.0
 LW2506:UTM  19      -  HULL                                     118 59 32.9
 LW2506
 LW2506|---------------------------------------------------------------------|
 LW2506| PID    Reference Object                     Distance      Geod. Az  |
 LW2506|                                                           dddmmss.s |
 LW2506| LW2519 HULL                                APPROX. 4.0 KM 1172315.4 |
 LW2506| LW2520 PLUM BEACH LIGHTHOUSE               APPROX. 2.8 KM 1565330.6 |
 LW2506|---------------------------------------------------------------------|
 LW2506
 LW2506                          SUPERSEDED SURVEY CONTROL
 LW2506
 LW2506  NAD 83(1996)-  41 33 13.74103(N)    071 25 06.93246(W) AD(       ) 3
 LW2506  NAD 83(1992)-  41 33 13.74016(N)    071 25 06.93221(W) AD(       ) 3
 LW2506  NAD 83(1992)-  41 33 13.73959(N)    071 25 06.93209(W) AD(       ) 3
 LW2506  NAD 83(1986)-  41 33 13.73933(N)    071 25 06.93047(W) AD(       ) 3
 LW2506  NAD 27      -  41 33 13.37000(N)    071 25 08.74000(W) AD(       ) 3
 LW2506
 LW2506.Superseded values are not recommended for survey control.
 LW2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2506.See file dsdata.txt to determine how the superseded data were derived.
 LW2506
 LW2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9829703064(NAD 83)
 LW2506
 LW2506  HISTORY     - Date     Condition        Report By
 LW2506  HISTORY     - 1909     MONUMENTED       USE
 LW2506  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2506  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 LW2506
 LW2506                          STATION DESCRIPTION
 LW2506
 LW2506'DESCRIBED BY US ENGINEERS 1909
 LW2506'ON THE SMALL ISLAND OF THAT NAME IN THE W SIDE OF THE WESTERN
 LW2506'PASSAGE OF NARRAGANSETT BAY, ABOUT 1/2 MILE TO THE NORTHEASTWARD
 LW2506'OF ROMES POINT.  THE MARKING IS NOT GIVEN, BUT THE POINT MAY
 LW2506'READILY BE FOUND BY MEASURING 124.3 METERS (407.81 FEET) IN A
 LW2506'WSW DIRECTION (MAGNETIC) FROM STATION FOX.
 LW2506
 LW2506                          STATION RECOVERY (1956)
 LW2506
 LW2506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2506'THE STATION COULD NOT BE FOUND.  THE 1912 RECOVEREY NOTE WAS
 LW2506'VERIFIED.
 LW2506
 LW2506                          STATION RECOVERY (2002)
 LW2506
 LW2506'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 LW2506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2533 ***********************************************************************
 LW2533  DESIGNATION -  FRENCHTOWN B AND S MFG CO TANK
 LW2533  PID         -  LW2533
 LW2533  STATE/COUNTY-  RI/WASHINGTON
 LW2533  USGS QUAD   -  EAST GREENWICH (1975)
 LW2533
 LW2533                         *CURRENT SURVEY CONTROL
 LW2533  ___________________________________________________________________
 LW2533* NAD 83(1996)-  41 37 32.22694(N)    071 28 25.84719(W)     ADJUSTED  
 LW2533* NAVD 88     -                                                        
 LW2533  ___________________________________________________________________
 LW2533  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 LW2533  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW2533
 LW2533  HORZ ORDER  -  THIRD
 LW2533
 LW2533.The horizontal coordinates were established by classical geodetic methods
 LW2533.and adjusted by the National Geodetic Survey in August 1998..
 LW2533
 LW2533
 LW2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2533
 LW2533.The geoid height was determined by GEOID03.
 LW2533
 LW2533;                    North         East     Units Scale Factor Converg.
 LW2533;SPC RI       -    60,226.571   102,179.483   MT  0.99999381   +0 01 02.5
 LW2533;SPC RI       -   197,593.34    335,233.85   sFT  0.99999381   +0 01 02.5
 LW2533;UTM  19      - 4,611,166.708   293,917.773   MT  1.00012266   -1 38 37.9
 LW2533
 LW2533                          SUPERSEDED SURVEY CONTROL
 LW2533
 LW2533  NAD 83(1996)-  41 37 32.22620(N)    071 28 25.84658(W) AD(       ) 4
 LW2533  NAD 83(1992)-  41 37 32.22547(N)    071 28 25.84642(W) AD(       ) 4
 LW2533  NAD 83(1992)-  41 37 32.22494(N)    071 28 25.84636(W) AD(       ) 4
 LW2533  NAD 83(1986)-  41 37 32.23125(N)    071 28 25.84812(W) AD(       ) 4
 LW2533  NAD 27      -  41 37 31.86618(N)    071 28 27.63718(W) AD(       ) 3
 LW2533
 LW2533.Superseded values are not recommended for survey control.
 LW2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2533.See file dsdata.txt to determine how the superseded data were derived.
 LW2533
 LW2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9391811167(NAD 83)
 LW2533_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2533_SETTING: 0 = UNSPECIFIED SETTING
 LW2533_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2533
 LW2533  HISTORY     - Date     Condition        Report By
 LW2533  HISTORY     - 1968     MONUMENTED       CGS
 LW2533  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2533  HISTORY     - 19980110 MARK NOT FOUND   INDIV
 LW2533  HISTORY     - 20010807 MARK NOT FOUND   USPSQD
 LW2533
 LW2533                          STATION DESCRIPTION
 LW2533
 LW2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2533'THE STATION, EAST GREENWICH BROWN AND SHARPE MANUFACTURING
 LW2533'COMPANY WATER TANK, IS THE TOP CENTER OF THE WHITE
 LW2533'CYLINDRICAL TANK WHICH IS SUPPORTED BY A SINGLE STEEL
 LW2533'LEG AND IS ABOUT 90 FEET IN HEIGHT.
 LW2533'
 LW2533'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 LW2533'2 AND FRENCHTOWN ROAD (IN FRENCHTOWN), GO EAST ON
 LW2533'FRENCHTOWN ROAD FOR 0.85 MILE TO A ROAD RIGHT AND THE
 LW2533'ENTRANCE TO THE BROWN AND SHARPE MANUFACTURING COMPANY.  TURN
 LW2533'RIGHT AND GO SOUTHERLY FOR 0.15 MILE TO THE STATION
 LW2533'AT THE REAR OF THE PLANT.
 LW2533
 LW2533                          STATION RECOVERY (1994)
 LW2533
 LW2533'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2533'MARK NOT FOUND.
 LW2533
 LW2533                          STATION RECOVERY (1998)
 LW2533
 LW2533'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2533'THIS TANK WAS RAZED ABOUT 1995.
 LW2533
 LW2533                          STATION RECOVERY (2001)
 LW2533
 LW2533'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2533'THIS TANK WAS DISMANTLED ABOUT 7 OR 8 YEARS AGO AND NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2540 ***********************************************************************
 LW2540  DESIGNATION -  FRENCHTOWN BOSTITCH MFG CO TK
 LW2540  PID         -  LW2540
 LW2540  STATE/COUNTY-  RI/KENT
 LW2540  USGS QUAD   -  EAST GREENWICH (1975)
 LW2540
 LW2540                         *CURRENT SURVEY CONTROL
 LW2540  ___________________________________________________________________
 LW2540* NAD 83(1996)-  41 37 52.16806(N)    071 29 50.05125(W)     ADJUSTED  
 LW2540* NAVD 88     -                                                        
 LW2540  ___________________________________________________________________
 LW2540  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 LW2540  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW2540
 LW2540  HORZ ORDER  -  THIRD
 LW2540
 LW2540.The horizontal coordinates were established by classical geodetic methods
 LW2540.and adjusted by the National Geodetic Survey in August 1998..
 LW2540
 LW2540
 LW2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2540
 LW2540.The geoid height was determined by GEOID03.
 LW2540
 LW2540;                    North         East     Units Scale Factor Converg.
 LW2540;SPC RI       -    60,841.458   100,230.278   MT  0.99999375   +0 00 06.6
 LW2540;SPC RI       -   199,610.68    328,838.84   sFT  0.99999375   +0 00 06.6
 LW2540;UTM  19      - 4,611,837.937   291,986.955   MT  1.00013250   -1 39 34.5
 LW2540
 LW2540                          SUPERSEDED SURVEY CONTROL
 LW2540
 LW2540  NAD 83(1996)-  41 37 52.16736(N)    071 29 50.05068(W) AD(       ) 4
 LW2540  NAD 83(1992)-  41 37 52.16660(N)    071 29 50.05048(W) AD(       ) 4
 LW2540  NAD 83(1992)-  41 37 52.16608(N)    071 29 50.05046(W) AD(       ) 4
 LW2540  NAD 83(1986)-  41 37 52.16586(N)    071 29 50.05166(W) AD(       ) 4
 LW2540  NAD 27      -  41 37 51.80435(N)    071 29 51.83667(W) AD(       ) 3
 LW2540
 LW2540.Superseded values are not recommended for survey control.
 LW2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2540.See file dsdata.txt to determine how the superseded data were derived.
 LW2540
 LW2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9198711838(NAD 83)
 LW2540
 LW2540  HISTORY     - Date     Condition        Report By
 LW2540  HISTORY     - 1968     MONUMENTED       CGS
 LW2540  HISTORY     - 19940901 GOOD             USPSQD
 LW2540
 LW2540                          STATION DESCRIPTION
 LW2540
 LW2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2540'THE STATION, EAST GREENWICH BOSTITCH MANUFACTURING COMPANY
 LW2540'WATER TANK, IS THE TOP CENTER OF THE RED AND WHITE
 LW2540'CYLINDRICAL TANK ABOUT 100 FEET IN HEIGHT.
 LW2540'
 LW2540'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 LW2540'2 AND FRENCHTOWN ROAD IN FRENCHTOWN, GO NORTH ON STATE
 LW2540'HIGHWAY 2 FOR 0.4 MILE TO THE STATION ON THE LEFT IN
 LW2540'THE REAR OF THE BOSTITCH MANUFACTURING COMPANY PLANT.
 LW2540
 LW2540                          STATION RECOVERY (1994)
 LW2540
 LW2540'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0352 ***********************************************************************
 LW0352  DESIGNATION -  FRIDAY
 LW0352  PID         -  LW0352
 LW0352  STATE/COUNTY-  RI/KENT
 LW0352  USGS QUAD   -  EAST GREENWICH (1975)
 LW0352
 LW0352                         *CURRENT SURVEY CONTROL
 LW0352  ___________________________________________________________________
 LW0352* NAD 83(1996)-  41 42 21.23050(N)    071 28 19.99749(W)     ADJUSTED  
 LW0352* NAVD 88     -        41.973  (meters)     137.71   (feet)  ADJUSTED  
 LW0352  ___________________________________________________________________
 LW0352  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 LW0352  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW0352  DYNAMIC HT  -          41.959 (meters)     137.66  (feet)  COMP
 LW0352  MODELED GRAV-     980,288.9   (mgal)                       NAVD 88
 LW0352
 LW0352  HORZ ORDER  -  FIRST
 LW0352  VERT ORDER  -  SECOND    CLASS 0
 LW0352
 LW0352.The horizontal coordinates were established by classical geodetic methods
 LW0352.and adjusted by the National Geodetic Survey in August 1998..
 LW0352
 LW0352.The orthometric height was determined by differential leveling
 LW0352.and adjusted by the National Geodetic Survey in June 1991..
 LW0352
 LW0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0352
 LW0352.The geoid height was determined by GEOID03.
 LW0352
 LW0352.The dynamic height is computed by dividing the NAVD 88
 LW0352.geopotential number by the normal gravity value computed on the
 LW0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0352.degrees latitude (g = 980.6199 gals.).
 LW0352
 LW0352.The modeled gravity was interpolated from observed gravity values.
 LW0352
 LW0352;                    North         East     Units Scale Factor Converg.
 LW0352;SPC RI       -    69,142.863   102,312.020   MT  0.99999382   +0 01 06.5
 LW0352;SPC RI       -   226,846.21    335,668.69   sFT  0.99999382   +0 01 06.5
 LW0352;UTM  19      - 4,620,076.541   294,308.989   MT  1.00012067   -1 38 43.3
 LW0352
 LW0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0352!SPC RI       -   0.99999810  x   0.99999382  =   0.99999192
 LW0352!UTM  19      -   0.99999810  x   1.00012067  =   1.00011877
 LW0352
 LW0352:                Primary Azimuth Mark                     Grid Az
 LW0352:SPC RI       -  PONTIAC ST PAUL LUTH CH SPIRE            006 08 32.3
 LW0352:UTM  19      -  PONTIAC ST PAUL LUTH CH SPIRE            007 48 22.1
 LW0352
 LW0352|---------------------------------------------------------------------|
 LW0352| PID    Reference Object                     Distance      Geod. Az  |
 LW0352|                                                           dddmmss.s |
 LW0352| LW2574 PONTIAC ST PAUL LUTH CH SPIRE       APPROX. 2.0 KM 0060938.8 |
 LW0352| LW2542 CRANSTON RI MEDICAL CTR TANK        APPROX. 4.5 KM 0071447.2 |
 LW0352| LW2534 CRANSTON MED CTR PASTEUR BLDG       APPROX. 4.3 KM 0095147.2 |
 LW0352| LW0353 FRIDAY RM 2                          16.942 METERS 09432     |
 LW0352| LW0354 FRIDAY AZ MK                        APPROX. 1.3 KM 1935840.6 |
 LW0352| LW0351 FRIDAY RM 1                          12.090 METERS 35638     |
 LW0352|---------------------------------------------------------------------|
 LW0352
 LW0352                          SUPERSEDED SURVEY CONTROL
 LW0352
 LW0352  NAD 83(1996)-  41 42 21.22997(N)    071 28 19.99709(W) AD(       ) 1
 LW0352  NAD 83(1992)-  41 42 21.22907(N)    071 28 19.99667(W) AD(       ) 1
 LW0352  NAD 83(1992)-  41 42 21.22868(N)    071 28 19.99666(W) AD(       ) 1
 LW0352  NAD 83(1986)-  41 42 21.22876(N)    071 28 19.99611(W) AD(       ) 1
 LW0352  NAD 27      -  41 42 20.86612(N)    071 28 21.78358(W) AD(       ) 1
 LW0352  NGVD 29 (??/??/92)   42.229  (m)          138.55   (f) ADJ UNCH    2 0
 LW0352
 LW0352.Superseded values are not recommended for survey control.
 LW0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0352.See file dsdata.txt to determine how the superseded data were derived.
 LW0352
 LW0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9430920077(NAD 83)
 LW0352_MARKER: DS = TRIANGULATION STATION DISK
 LW0352_SETTING: 66 = SET IN ROCK OUTCROP
 LW0352_SP_SET: ROCK OUTCROP
 LW0352_STAMPING: FRIDAY 1968
 LW0352_MARK LOGO: CGS   
 LW0352_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0352+STABILITY: POSITION/ELEVATION WELL
 LW0352
 LW0352  HISTORY     - Date     Condition        Report By
 LW0352  HISTORY     - 1968     MONUMENTED       CGS
 LW0352  HISTORY     - 1969     GOOD             NGS
 LW0352  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 LW0352  HISTORY     - 1980     GOOD             NGS
 LW0352  HISTORY     - 1984     GOOD             RIGS
 LW0352  HISTORY     - 1986     GOOD             RIGS
 LW0352  HISTORY     - 1987     GOOD             RIGS
 LW0352
 LW0352                          STATION DESCRIPTION
 LW0352
 LW0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0352'STATION IS LOCATED ON A 30 FOOT HIGH CUTBANK ON THE NORTHEAST
 LW0352'SIDE OF THE NORTHEAST LANE OF INTERSTATE HIGHWAY 95, ABOUT 9
 LW0352'MILES SOUTH-SOUTHWEST OF PROVIDENCE 3 MILES NORTH-NORTHWEST OF
 LW0352'EAST GREENWICH AND ON THE HIGHWAY RIGHT-OF-WAY.
 LW0352'
 LW0352'TO REACH FROM WHERE INTERSTATE HIGHWAY 95 PASSES OVER STATE
 LW0352'HIGHWAY 2 ABOUT 12 MILES SOUTH-SOUTHWEST OF PROVIDENCE, GO
 LW0352'NORTHEAST ON I-95 FOR 2.95 MILES TO THE AZIMUTH MARK ON THE RIGHT
 LW0352'ABOUT 200 FEET NORTHEAST OF EXIT NUMBER 10.  CONTINUE NORTHEAST
 LW0352'ON HIGHWAY I-95 FOR 0.2 MILE TO WHERE THE HIGHWAY PASSES OVER
 LW0352'STATE HIGHWAY 117.  CONTINUE NORTHEAST ON I-95 FOR 0.55 MILE TO
 LW0352'THE STATION ON THE RIGHT AS DESCRIBED.
 LW0352'
 LW0352'STATION MARK IS A STANDARD DISK STAMPED FRIDAY 1968, SET IN A
 LW0352'DRILL HOLE IN OUTCROPPING BED ROCK PROJECTING 8 INCHES.  IT IS 4
 LW0352'FEET SOUTHWEST OF A METAL WITNESS POST, 4-1/2 FEET NORTH OF A
 LW0352'6-INCH OAK TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE, 28
 LW0352'FEET SOUTHEAST OF A HIGH ROCK CLIFF AND 49 FEET NORTHWEST OF A
 LW0352'WIRE FENCE.
 LW0352'
 LW0352'R.M. 1 IS A STANDARD DISK STAMPED FRIDAY NO 1 1968, SET IN A
 LW0352'DRILL HOLE IN OUTCROPPING BED ROCK FLUSH WITH THE GROUND.  IT IS 12
 LW0352'FEET SOUTHEAST OF THE ROCK CLIFF AND 52-1/2 FEET NORTH OF THE
 LW0352'METAL WITNESS POST AT THE STATION.
 LW0352'
 LW0352'R.M. 2 IS A STANDARD DISK STAMPED FRIDAY NO 2 1968, SET IN
 LW0352'A DRILL HOLE IN OUTCROPPING BED ROCK PROJECTING 2 INCHES.  IT
 LW0352'IS 10 FEET NORTHWEST OF THE WIRE FENCE AND 37 FEET SOUTHEAST OF
 LW0352'THE WITNESS POST AT THE STATION.
 LW0352'
 LW0352'AZ MK IS A STANDARD DISK STAMPED FRIDAY 1968, SET IN A DRILL
 LW0352'HOLE IN OUTCROPPING BED ROCK PROJECTING 8 INCHES.  IT IS 1 FOOT
 LW0352'EAST OF A METAL WITNESS POST, 21 FEET SOUTHEAST OF THE
 LW0352'SOUTHEAST EDGE OF THE PAVEMENT OF HIGHWAY I-95, 38 FEET EAST
 LW0352'OF AN I-95 HIGHWAY SIGN AND ABOUT 200 FEET NORTHEAST OF EXIT
 LW0352'NUMBER 10 WHICH LEADS TO STATE HIGHWAY 117.
 LW0352'
 LW0352'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW0352
 LW0352                          STATION RECOVERY (1969)
 LW0352
 LW0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0352'3.6 MI NE FROM WEST WARWICK.
 LW0352'ABOUT 3.65 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0352'OVERPASS OVER STATE HIGHWAY 2 AT WEST WARWICK, ABOUT 0.65 MILE
 LW0352'NORTH OF THE OVERPASS OVER STATE HIGHWAY 117, ON THE TOP AND AT
 LW0352'ABOUT THE HIGHEST PART OF A 30-FOOT ROCK CUT, SET ON THE TOP AND
 LW0352'ABOUT IN THE CENTER OF A 3-BY-2-FOOT ROCK OUTCROP WHICH PROJECTS
 LW0352'8 INCHES ABOVE THE LEVEL OF THE GROUND, 408 FEET SOUTHWEST OF
 LW0352'THE NORTHEAST END OF THE CUT, 80 FEET SOUTHEAST OF THE CENTER
 LW0352'LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 49 FEET NORTHWEST OF
 LW0352'THE SOUTHEAST RIGHT-OF-WAY FENCE LINE, 29 FEET SOUTHEAST OF THE
 LW0352'NORTHWEST EDGE OF A ROCK CUT, 45 FEET NORTH OF A 6 INCH OAK TREE
 LW0352'WITH A BLAZE ON THE NORTH SIDE, AND ABOUT 30 FEET ABOVE THE
 LW0352'LEVEL OF THE HIGHWAY.
 LW0352
 LW0352                          STATION RECOVERY (1974)
 LW0352
 LW0352'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 LW0352'STATION MARK, RM 1 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 LW0352
 LW0352                          STATION RECOVERY (1980)
 LW0352
 LW0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LW0352'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LW0352'RECOVERED IN GOOD CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE FOR
 LW0352'RECOVERING THE STATION.
 LW0352
 LW0352                          STATION RECOVERY (1984)
 LW0352
 LW0352'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW0352'RECOVERED IN GOOD CONDITION.
 LW0352
 LW0352                          STATION RECOVERY (1986)
 LW0352
 LW0352'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW0352'THE STATION WAS RECOVERED AT THIS DATE.
 LW0352'
 LW0352'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW0352
 LW0352                          STATION RECOVERY (1987)
 LW0352
 LW0352'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (EFG)
 LW0352'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW0352'
 LW0352'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0354 ***********************************************************************
 LW0354  DESIGNATION -  FRIDAY AZ MK
 LW0354  PID         -  LW0354
 LW0354  STATE/COUNTY-  RI/KENT
 LW0354  USGS QUAD   -  EAST GREENWICH (1975)
 LW0354
 LW0354                         *CURRENT SURVEY CONTROL
 LW0354  ___________________________________________________________________
 LW0354* NAD 83(1996)-  41 41 39.47006(N)    071 28 33.86646(W)     ADJUSTED  
 LW0354* NAVD 88     -        39.379  (meters)     129.20   (feet)  ADJUSTED  
 LW0354  ___________________________________________________________________
 LW0354  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 LW0354  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LW0354  DYNAMIC HT  -          39.365 (meters)     129.15  (feet)  COMP
 LW0354  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 LW0354
 LW0354  HORZ ORDER  -  SECOND
 LW0354  VERT ORDER  -  SECOND    CLASS 0
 LW0354
 LW0354.The horizontal coordinates were established by classical geodetic methods
 LW0354.and adjusted by the National Geodetic Survey in August 1998..
 LW0354
 LW0354.The orthometric height was determined by differential leveling
 LW0354.and adjusted by the National Geodetic Survey in June 1991..
 LW0354
 LW0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0354
 LW0354.The geoid height was determined by GEOID03.
 LW0354
 LW0354.The dynamic height is computed by dividing the NAVD 88
 LW0354.geopotential number by the normal gravity value computed on the
 LW0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0354.degrees latitude (g = 980.6199 gals.).
 LW0354
 LW0354.The modeled gravity was interpolated from observed gravity values.
 LW0354
 LW0354;                    North         East     Units Scale Factor Converg.
 LW0354;SPC RI       -    67,854.379   101,991.733   MT  0.99999380   +0 00 57.3
 LW0354;SPC RI       -   222,618.91    334,617.88   sFT  0.99999380   +0 00 57.3
 LW0354;UTM  19      - 4,618,797.735   293,951.384   MT  1.00012248   -1 38 51.2
 LW0354
 LW0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0354!SPC RI       -   0.99999851  x   0.99999380  =   0.99999231
 LW0354!UTM  19      -   0.99999851  x   1.00012248  =   1.00012099
 LW0354
 LW0354                          SUPERSEDED SURVEY CONTROL
 LW0354
 LW0354  NAD 83(1996)-  41 41 39.46951(N)    071 28 33.86604(W) AD(       ) 2
 LW0354  NAD 83(1992)-  41 41 39.46864(N)    071 28 33.86563(W) AD(       ) 2
 LW0354  NAD 83(1992)-  41 41 39.46823(N)    071 28 33.86563(W) AD(       ) 2
 LW0354  NAD 83(1986)-  41 41 39.46850(N)    071 28 33.86471(W) AD(       ) 2
 LW0354  NGVD 29 (??/??/92)   39.635  (m)          130.04   (f) ADJ UNCH    2 0
 LW0354
 LW0354.Superseded values are not recommended for survey control.
 LW0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0354.See file dsdata.txt to determine how the superseded data were derived.
 LW0354
 LW0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9395118798(NAD 83)
 LW0354_MARKER: DZ = AZIMUTH MARK DISK
 LW0354_SETTING: 66 = SET IN ROCK OUTCROP
 LW0354_SP_SET: ROCK OUTCROP
 LW0354_STAMPING: FRIDAY 1968
 LW0354_MARK LOGO: CGS   
 LW0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0354+STABILITY: POSITION/ELEVATION WELL
 LW0354
 LW0354  HISTORY     - Date     Condition        Report By
 LW0354  HISTORY     - 1968     MONUMENTED       CGS
 LW0354  HISTORY     - 1969     GOOD             NGS
 LW0354  HISTORY     - 1984     GOOD             RIGS
 LW0354
 LW0354                          STATION DESCRIPTION
 LW0354
 LW0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0354'2.8 MI NE FROM WEST WARWICK.
 LW0354'ABOUT 2.8 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0354'OVERPASS OVER STATE HIGHWAY 2 AT WEST WARWICK, 0.2 MILE SOUTH
 LW0354'OF THE I-95 OVERPASS OVER STATE HIGHWAY 117, ALONG THE NORTHBOUND
 LW0354'LANE OF THE INTERSTATE, SET ON THE TOP AND 3 FEET WEST OF THE
 LW0354'SOUTHEAST END OF A 9-BY-4-FOOT EXPOSED PART OF AN OUTCROP WHICH
 LW0354'IS FLUSH WITH THE GROUND, 268 FEET NORTHEAST OF THE CENTER
 LW0354'LINE OF EXIT 10, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LW0354'EASTERN MOST LANE OF THE NORTHBOUND LANES OF THE INTERSTATE
 LW0354'HIGHWAY AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0354
 LW0354                          STATION RECOVERY (1984)
 LW0354
 LW0354'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0351 ***********************************************************************
 LW0351  DESIGNATION -  FRIDAY RM 1
 LW0351  PID         -  LW0351
 LW0351  STATE/COUNTY-  RI/KENT
 LW0351  USGS QUAD   -  EAST GREENWICH (1975)
 LW0351
 LW0351                         *CURRENT SURVEY CONTROL
 LW0351  ___________________________________________________________________
 LW0351* NAD 83(1996)-  41 42 21.62168(N)    071 28 20.02817(W)     ADJUSTED  
 LW0351* NAVD 88     -        40.342  (meters)     132.36   (feet)  ADJUSTED  
 LW0351  ___________________________________________________________________
 LW0351  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 LW0351  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW0351  DYNAMIC HT  -          40.328 (meters)     132.31  (feet)  COMP
 LW0351  MODELED GRAV-     980,288.8   (mgal)                       NAVD 88
 LW0351
 LW0351  HORZ ORDER  -  SECOND
 LW0351  VERT ORDER  -  SECOND    CLASS 0
 LW0351
 LW0351.The horizontal coordinates were established by classical geodetic methods
 LW0351.and adjusted by the National Geodetic Survey in August 1998..
 LW0351
 LW0351.The orthometric height was determined by differential leveling
 LW0351.and adjusted by the National Geodetic Survey in June 1991..
 LW0351
 LW0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0351
 LW0351.The geoid height was determined by GEOID03.
 LW0351
 LW0351.The dynamic height is computed by dividing the NAVD 88
 LW0351.geopotential number by the normal gravity value computed on the
 LW0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0351.degrees latitude (g = 980.6199 gals.).
 LW0351
 LW0351.The modeled gravity was interpolated from observed gravity values.
 LW0351
 LW0351;                    North         East     Units Scale Factor Converg.
 LW0351;SPC RI       -    69,154.932   102,311.307   MT  0.99999382   +0 01 06.5
 LW0351;SPC RI       -   226,885.81    335,666.35   sFT  0.99999382   +0 01 06.5
 LW0351;UTM  19      - 4,620,088.626   294,308.627   MT  1.00012067   -1 38 43.3
 LW0351
 LW0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0351!SPC RI       -   0.99999836  x   0.99999382  =   0.99999218
 LW0351!UTM  19      -   0.99999836  x   1.00012067  =   1.00011903
 LW0351
 LW0351                          SUPERSEDED SURVEY CONTROL
 LW0351
 LW0351  NAD 83(1996)-  41 42 21.62115(N)    071 28 20.02777(W) AD(       ) 2
 LW0351  NAD 83(1992)-  41 42 21.62026(N)    071 28 20.02735(W) AD(       ) 2
 LW0351  NAD 83(1992)-  41 42 21.61979(N)    071 28 20.02734(W) AD(       ) 2
 LW0351  NAD 83(1986)-  41 42 21.61985(N)    071 28 20.02679(W) AD(       ) 2
 LW0351  NGVD 29 (??/??/92)   40.598  (m)          133.20   (f) ADJ UNCH    2 0
 LW0351
 LW0351.Superseded values are not recommended for survey control.
 LW0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0351.See file dsdata.txt to determine how the superseded data were derived.
 LW0351
 LW0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9430920089(NAD 83)
 LW0351_MARKER: DR = REFERENCE MARK DISK
 LW0351_SETTING: 66 = SET IN ROCK OUTCROP
 LW0351_SP_SET: ROCK OUTCROP
 LW0351_STAMPING: FRIDAY NO 1 1968
 LW0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0351+STABILITY: POSITION/ELEVATION WELL
 LW0351
 LW0351  HISTORY     - Date     Condition        Report By
 LW0351  HISTORY     - 1968     MONUMENTED       CGS
 LW0351  HISTORY     - 1969     GOOD             NGS
 LW0351
 LW0351                          STATION DESCRIPTION
 LW0351
 LW0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0351'3.6 MI NE FROM WEST WARWICK.
 LW0351'ABOUT 3.65 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0351'OVERPASS OVER STATE HIGHWAY 2 AT WEST WARWICK, ON THE TOP OF A
 LW0351'30-FOOT CUT, 55.6 FEET NORTHEAST OF THE STATION MARK DESCRIBED,
 LW0351'65 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE LINE, 12
 LW0351'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK CUT, SET IN THE
 LW0351'TOP OF A 5-BY- 2 FOOT ROCK OUTCROP WHICH IS FLUSH WITH THE
 LW0351'GROUND, 72.6 FEET NORTH OF RM 2 DESCRIBED AND ABOUT 30 FEET ABOVE
 LW0351'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0353 ***********************************************************************
 LW0353  DESIGNATION -  FRIDAY RM 2
 LW0353  PID         -  LW0353
 LW0353  STATE/COUNTY-  RI/KENT
 LW0353  USGS QUAD   -  EAST GREENWICH (1975)
 LW0353
 LW0353                         *CURRENT SURVEY CONTROL
 LW0353  ___________________________________________________________________
 LW0353* NAD 83(1996)-  41 42 21.18716(N)    071 28 19.26697(W)     ADJUSTED  
 LW0353* NAVD 88     -        41.943  (meters)     137.61   (feet)  ADJUSTED  
 LW0353  ___________________________________________________________________
 LW0353  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 LW0353  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW0353  DYNAMIC HT  -          41.929 (meters)     137.56  (feet)  COMP
 LW0353  MODELED GRAV-     980,288.8   (mgal)                       NAVD 88
 LW0353
 LW0353  HORZ ORDER  -  SECOND
 LW0353  VERT ORDER  -  SECOND    CLASS 0
 LW0353
 LW0353.The horizontal coordinates were established by classical geodetic methods
 LW0353.and adjusted by the National Geodetic Survey in August 1998..
 LW0353
 LW0353.The orthometric height was determined by differential leveling
 LW0353.and adjusted by the National Geodetic Survey in June 1991..
 LW0353
 LW0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0353
 LW0353.The geoid height was determined by GEOID03.
 LW0353
 LW0353.The dynamic height is computed by dividing the NAVD 88
 LW0353.geopotential number by the normal gravity value computed on the
 LW0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0353.degrees latitude (g = 980.6199 gals.).
 LW0353
 LW0353.The modeled gravity was interpolated from observed gravity values.
 LW0353
 LW0353;                    North         East     Units Scale Factor Converg.
 LW0353;SPC RI       -    69,141.532   102,328.910   MT  0.99999382   +0 01 07.0
 LW0353;SPC RI       -   226,841.84    335,724.10   sFT  0.99999382   +0 01 07.0
 LW0353;UTM  19      - 4,620,074.719   294,325.836   MT  1.00012058   -1 38 42.8
 LW0353
 LW0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0353!SPC RI       -   0.99999811  x   0.99999382  =   0.99999193
 LW0353!UTM  19      -   0.99999811  x   1.00012058  =   1.00011869
 LW0353
 LW0353                          SUPERSEDED SURVEY CONTROL
 LW0353
 LW0353  NAD 83(1996)-  41 42 21.18664(N)    071 28 19.26657(W) AD(       ) 2
 LW0353  NAD 83(1992)-  41 42 21.18574(N)    071 28 19.26615(W) AD(       ) 2
 LW0353  NAD 83(1992)-  41 42 21.18535(N)    071 28 19.26615(W) AD(       ) 2
 LW0353  NAD 83(1986)-  41 42 21.18543(N)    071 28 19.26563(W) AD(       ) 2
 LW0353  NGVD 29 (??/??/92)   42.199  (m)          138.45   (f) ADJ UNCH    2 0
 LW0353
 LW0353.Superseded values are not recommended for survey control.
 LW0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0353.See file dsdata.txt to determine how the superseded data were derived.
 LW0353
 LW0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9432620075(NAD 83)
 LW0353_MARKER: DR = REFERENCE MARK DISK
 LW0353_SETTING: 66 = SET IN ROCK OUTCROP
 LW0353_SP_SET: ROCK OUTCROP
 LW0353_STAMPING: FRIDAY NO 2 1968
 LW0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0353+STABILITY: POSITION/ELEVATION WELL
 LW0353
 LW0353  HISTORY     - Date     Condition        Report By
 LW0353  HISTORY     - 1968     MONUMENTED       CGS
 LW0353  HISTORY     - 1969     GOOD             NGS
 LW0353
 LW0353                          STATION DESCRIPTION
 LW0353
 LW0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0353'3.6 MI NE FROM WEST WARWICK.
 LW0353'ABOUT 3.65 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0353'OVERPASS OVER STATE HIGHWAY 2 AT WEST WARWICK, ON TOP OF A
 LW0353'30-FOOT HIGH CUT, SET IN THE TOP OF A 3-BY- 2 FOOT EXPOSED
 LW0353'OUTCROP WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND,
 LW0353'39.7 FEET EAST OF THE STATION MARK DESCRIBED, 68 FEET SOUTHEAST OF
 LW0353'THE NORTHWEST EDGE OF THE ROCK CUT, 19.0 FEET SOUTHWEST OF A
 LW0353'BRACE POLE IN THE RIGHT-OF-WAY FENCE LINE, 10 FEET NORTHWEST OF
 LW0353'THE SOUTHEAST RIGHT-OF-WAY FENCE LINE, 72.6 FEET SOUTH OF RM 1
 LW0353'DESCRIBED AND ABOUT 30 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2885 ***********************************************************************
 LW2885  DESIGNATION -  FRONT RANGE LIGHT
 LW2885  PID         -  LW2885
 LW2885  STATE/COUNTY-  RI/NEWPORT
 LW2885  USGS QUAD   -  NEWPORT (1975)
 LW2885
 LW2885                         *CURRENT SURVEY CONTROL
 LW2885  ___________________________________________________________________
 LW2885* NAD 83(1996)-  41 28 44.48398(N)    071 21 16.95453(W)     ADJUSTED  
 LW2885* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 LW2885  ___________________________________________________________________
 LW2885  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 LW2885  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW2885
 LW2885  HORZ ORDER  -  THIRD
 LW2885
 LW2885.The horizontal coordinates were established by classical geodetic methods
 LW2885.and adjusted by the National Geodetic Survey in August 1998..
 LW2885
 LW2885.The orthometric height was scaled from a topographic map.
 LW2885
 LW2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2885
 LW2885.The geoid height was determined by GEOID03.
 LW2885
 LW2885;                    North         East     Units Scale Factor Converg.
 LW2885;SPC RI       -    43,954.989   112,135.032   MT  0.99999556   +0 05 46.4
 LW2885;SPC RI       -   144,208.99    367,896.35   sFT  0.99999556   +0 05 46.4
 LW2885;UTM  19      - 4,594,612.027   303,399.120   MT  1.00007569   -1 33 36.5
 LW2885
 LW2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2885!SPC RI       -   1.00000068  x   0.99999556  =   0.99999624
 LW2885!UTM  19      -   1.00000068  x   1.00007569  =   1.00007637
 LW2885
 LW2885:                Primary Azimuth Mark                     Grid Az
 LW2885:SPC RI       -  MEMO 1932                                046 17 51.2
 LW2885:UTM  19      -  MEMO 1932                                047 57 14.1
 LW2885
 LW2885|---------------------------------------------------------------------|
 LW2885| PID    Reference Object                     Distance      Geod. Az  |
 LW2885|                                                           dddmmss.s |
 LW2885| LW2439 MEMO 1932                           APPROX. 5.2 KM 0462337.6 |
 LW2885|---------------------------------------------------------------------|
 LW2885
 LW2885                          SUPERSEDED SURVEY CONTROL
 LW2885
 LW2885  NAD 83(1996)-  41 28 44.48352(N)    071 21 16.95373(W) AD(       ) 3
 LW2885  NAD 83(1992)-  41 28 44.48240(N)    071 21 16.95388(W) AD(       ) 3
 LW2885  NAD 83(1992)-  41 28 44.48181(N)    071 21 16.95348(W) AD(       ) 3
 LW2885  NAD 83(1986)-  41 28 44.48178(N)    071 21 16.95164(W) AD(       ) 3
 LW2885  NAD 27      -  41 28 44.11400(N)    071 21 18.76100(W) AD(       ) 3
 LW2885
 LW2885.Superseded values are not recommended for survey control.
 LW2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2885.See file dsdata.txt to determine how the superseded data were derived.
 LW2885
 LW2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0339994612(NAD 83)
 LW2885_MARKER: 14 = NAVIGATION LIGHT
 LW2885
 LW2885  HISTORY     - Date     Condition        Report By
 LW2885  HISTORY     - 1943     FIRST OBSERVED   CGS
 LW2885  HISTORY     - 19941013 MARK NOT FOUND   USPSQD
 LW2885
 LW2885                          STATION DESCRIPTION
 LW2885
 LW2885'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2885'STATION IS ON THE SE END OF CONANICUT ISLAND, E OF THE ENTRANCE TO
 LW2885'THE DOCKS AT FORT WETHERILL.  IT IS A BLACK RANGE LIGHT ON THE N
 LW2885'END OF A LARGE ROCK WHICH IS SEPARATED FROM THE ISLAND BY
 LW2885'APPROXIMATELY 100 YARDS.
 LW2885
 LW2885                          STATION RECOVERY (1994)
 LW2885
 LW2885'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2701 ***********************************************************************
 LW2701  DESIGNATION -  FULLER ROCKS LIGHT
 LW2701  PID         -  LW2701
 LW2701  STATE/COUNTY-  RI/PROVIDENCE
 LW2701  USGS QUAD   -  PROVIDENCE (1975)
 LW2701
 LW2701                         *CURRENT SURVEY CONTROL
 LW2701  ___________________________________________________________________
 LW2701* NAD 83(1996)-  41 47 38.62312(N)    071 22 46.91794(W)     ADJUSTED  
 LW2701* NAVD 88     -                                                        
 LW2701  ___________________________________________________________________
 LW2701  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 LW2701  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW2701
 LW2701  HORZ ORDER  -  THIRD
 LW2701
 LW2701.The horizontal coordinates were established by classical geodetic methods
 LW2701.and adjusted by the National Geodetic Survey in August 1998..
 LW2701
 LW2701
 LW2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2701
 LW2701.The geoid height was determined by GEOID03.
 LW2701
 LW2701;                    North         East     Units Scale Factor Converg.
 LW2701;SPC RI       -    78,941.731   109,999.004   MT  0.99999498   +0 04 48.6
 LW2701;SPC RI       -   258,994.66    360,888.40   sFT  0.99999498   +0 04 48.6
 LW2701;SPC MA M     -   838,203.012   209,998.958   MT  0.99998958   +0 04 50.9
 LW2701;SPC MA M     - 2,750,004.38    688,971.58   sFT  0.99998958   +0 04 50.9
 LW2701;UTM  19      - 4,629,648.906   302,278.330   MT  1.00008109   -1 35 11.3
 LW2701
 LW2701                          SUPERSEDED SURVEY CONTROL
 LW2701
 LW2701  NAD 83(1996)-  41 47 38.62289(N)    071 22 46.91783(W) AD(       ) 4
 LW2701  NAD 83(1992)-  41 47 38.62161(N)    071 22 46.91708(W) AD(       ) 4
 LW2701  NAD 83(1992)-  41 47 38.62140(N)    071 22 46.91709(W) AD(       ) 4
 LW2701  NAD 83(1986)-  41 47 38.62133(N)    071 22 46.91634(W) AD(       ) 4
 LW2701  NAD 27      -  41 47 38.29800(N)    071 22 48.78000(W) AD(       ) 3
 LW2701
 LW2701.Superseded values are not recommended for survey control.
 LW2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2701.See file dsdata.txt to determine how the superseded data were derived.
 LW2701
 LW2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0227829649(NAD 83)
 LW2701
 LW2701  HISTORY     - Date     Condition        Report By
 LW2701  HISTORY     - 1956     MONUMENTED       CGS
 LW2701  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2701  HISTORY     - 19980125 GOOD             USPSQD
 LW2701
 LW2701                          STATION DESCRIPTION
 LW2701
 LW2701'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2701'LOCATED IN PROVIDENCE RIVER APPROXIMATELY 800 FEET SOUTH OF
 LW2701'KETTLE POINT.  STATION IS THE CENTER OF THE LANTERN OF FULLER
 LW2701'ROCKS LIGHT ATOP A WHITE SKELETON TOWER ON A GRANITE PIER.  THIS
 LW2701'IS LIGHT NO. 542 IN THE 1956 EDITION OF COMPLETE LIST OF LIGHTS
 LW2701'AND OTHER MARINE AIDS OF THE ATLANTIC COAST OF THE UNITED STATES
 LW2701'PUBLISHED BY THE U.S. COAST GUARD.
 LW2701
 LW2701                          STATION RECOVERY (1963)
 LW2701
 LW2701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2701'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LW2701
 LW2701                          STATION RECOVERY (1998)
 LW2701
 LW2701'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2918 ***********************************************************************
 LW2918  DESIGNATION -  G 1 1943
 LW2918  PID         -  LW2918
 LW2918  STATE/COUNTY-  RI/WASHINGTON
 LW2918  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2918
 LW2918                         *CURRENT SURVEY CONTROL
 LW2918  ___________________________________________________________________
 LW2918* NAD 83(1996)-  41 21 50.51742(N)    071 29 12.07148(W)     ADJUSTED  
 LW2918* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2918  ___________________________________________________________________
 LW2918  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 LW2918  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW2918
 LW2918  HORZ ORDER  -  SECOND
 LW2918
 LW2918.The horizontal coordinates were established by classical geodetic methods
 LW2918.and adjusted by the National Geodetic Survey in August 1998..
 LW2918
 LW2918.The orthometric height was scaled from a topographic map.
 LW2918
 LW2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2918
 LW2918.The geoid height was determined by GEOID03.
 LW2918
 LW2918;                    North         East     Units Scale Factor Converg.
 LW2918;SPC RI       -    31,173.857   101,113.939   MT  0.99999377   +0 00 31.7
 LW2918;SPC RI       -   102,276.23    331,737.98   sFT  0.99999377   +0 00 31.7
 LW2918;UTM  19      - 4,582,153.073   292,012.348   MT  1.00013240   -1 38 38.0
 LW2918
 LW2918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2918!SPC RI       -   1.00000387  x   0.99999377  =   0.99999764
 LW2918!UTM  19      -   1.00000387  x   1.00013240  =   1.00013627
 LW2918
 LW2918                          SUPERSEDED SURVEY CONTROL
 LW2918
 LW2918  NAD 83(1996)-  41 21 50.51645(N)    071 29 12.07028(W) AD(       ) 2
 LW2918  NAD 83(1992)-  41 21 50.51605(N)    071 29 12.07080(W) AD(       ) 2
 LW2918  NAD 83(1992)-  41 21 50.51480(N)    071 29 12.07052(W) AD(       ) 2
 LW2918  NAD 83(1986)-  41 21 50.51430(N)    071 29 12.07003(W) AD(       ) 2
 LW2918  NAD 27      -  41 21 50.14700(N)    071 29 13.86100(W) AD(       ) 2
 LW2918
 LW2918.Superseded values are not recommended for survey control.
 LW2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2918.See file dsdata.txt to determine how the superseded data were derived.
 LW2918
 LW2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9201282153(NAD 83)
 LW2918_MARKER: Z = SEE DESCRIPTION
 LW2918_SETTING: 0 = UNSPECIFIED SETTING
 LW2918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2918
 LW2918  HISTORY     - Date     Condition        Report By
 LW2918  HISTORY     - 1943     MONUMENTED       CGS
 LW2918  HISTORY     - 1954     GOOD             CGS
 LW2918
 LW2918                          STATION DESCRIPTION
 LW2918
 LW2918'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2918'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT GREENE, ON
 LW2918'POINT JUDITH, ABOUT 0.2 MI. N-NW OF BATTERY 211.  IT IS THE PINTLE
 LW2918'CENTER OF THE W INSTRUMENT HOUSED ON THE FIRST FLOOR IN THE W ONE
 LW2918'OF THREE FIRE CONTROL BUILDINGS.  THIS STATION WAS LOCATED BY
 LW2918'TRAVERSE FROM STATION REMBIJAS.
 LW2918
 LW2918                          STATION RECOVERY (1954)
 LW2918
 LW2918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2918'THE BUILDING AND THE SHAFT, WHICH SUPPORTED THE INSTRUMENT, ARE
 LW2918'STILL IN PLACE.  THE INSTRUMENT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1032 ***********************************************************************
 LW1032  DESIGNATION -  G 16
 LW1032  PID         -  LW1032
 LW1032  STATE/COUNTY-  RI/WASHINGTON
 LW1032  USGS QUAD   -  SLOCUM (1975)
 LW1032
 LW1032                         *CURRENT SURVEY CONTROL
 LW1032  ___________________________________________________________________
 LW1032* NAD 83(1986)-  41 30 34.     (N)    071 33 27.     (W)     SCALED    
 LW1032* NAVD 88     -        61.721  (meters)     202.50   (feet)  ADJUSTED  
 LW1032  ___________________________________________________________________
 LW1032  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW1032  DYNAMIC HT  -          61.699 (meters)     202.42  (feet)  COMP
 LW1032  MODELED GRAV-     980,274.6   (mgal)                       NAVD 88
 LW1032
 LW1032  VERT ORDER  -  FIRST     CLASS I
 LW1032
 LW1032.The horizontal coordinates were scaled from a topographic map and have
 LW1032.an estimated accuracy of +/- 6 seconds.
 LW1032
 LW1032.The orthometric height was determined by differential leveling
 LW1032.and adjusted by the National Geodetic Survey in June 1991..
 LW1032
 LW1032.The geoid height was determined by GEOID03.
 LW1032
 LW1032.The dynamic height is computed by dividing the NAVD 88
 LW1032.geopotential number by the normal gravity value computed on the
 LW1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1032.degrees latitude (g = 980.6199 gals.).
 LW1032
 LW1032.The modeled gravity was interpolated from observed gravity values.
 LW1032
 LW1032;                    North         East    Units  Estimated Accuracy
 LW1032;SPC RI       -    47,330.       95,200.      MT  (+/- 180 meters Scaled)
 LW1032
 LW1032                          SUPERSEDED SURVEY CONTROL
 LW1032
 LW1032  NGVD 29 (??/??/92)   61.998  (m)          203.41   (f) ADJ UNCH    1 1
 LW1032
 LW1032.Superseded values are not recommended for survey control.
 LW1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1032.See file dsdata.txt to determine how the superseded data were derived.
 LW1032
 LW1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF865984(NAD 83)
 LW1032_MARKER: DB = BENCH MARK DISK
 LW1032_SETTING: 66 = SET IN ROCK OUTCROP
 LW1032_SP_SET: ROCK OUTCROP
 LW1032_STAMPING: G 16 1965
 LW1032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1032+STABILITY: POSITION/ELEVATION WELL
 LW1032
 LW1032  HISTORY     - Date     Condition        Report By
 LW1032  HISTORY     - 1965     MONUMENTED       CGS
 LW1032  HISTORY     - 1987     GOOD             USPSQD
 LW1032  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1032  HISTORY     - 1988     GOOD             USPSQD
 LW1032  HISTORY     - 1990     GOOD             USPSQD
 LW1032  HISTORY     - 19980921 MARK NOT FOUND   USPSQD
 LW1032  HISTORY     - 20011016 MARK NOT FOUND   USPSQD
 LW1032
 LW1032                          STATION DESCRIPTION
 LW1032
 LW1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW1032'2.5 MI N FROM WEST KINGSTON.
 LW1032'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 LW1032'AT WEST KINGSTON, THENCE 1.4 MILES NORTHEAST ALONG STATE HIGHWAY
 LW1032'2, ABOUT 0.1 MILE SOUTHWEST OF A GRAVELED ROAD INTERSECTION, ON
 LW1032'THE NORTHEAST SLOPE OF A HILL, ABOUT 65 YARDS NORTHEAST OF THE
 LW1032'SUMMIT OF HILL, SET ON THE TOP OF AN OUTCROP OF ROCK WHICH IS
 LW1032'ABOUT 8 FEET LONG AND 4 FEET WIDE, 40 FEET NORTHWEST OF THE
 LW1032'CENTER LINE OF THE HIGHWAY, 28 FEET SOUTHWEST OF THE SOUTH END
 LW1032'OF A LARGE BOULDER, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND
 LW1032'AND LEVEL WITH THE HIGHWAY.
 LW1032
 LW1032                          STATION RECOVERY (1987)
 LW1032
 LW1032'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1032'RECOVERED IN GOOD CONDITION.
 LW1032
 LW1032                          STATION RECOVERY (1987)
 LW1032
 LW1032'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW1032'MARK NOT FOUND.
 LW1032
 LW1032                          STATION RECOVERY (1988)
 LW1032
 LW1032'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1032'RECOVERED IN GOOD CONDITION.
 LW1032
 LW1032                          STATION RECOVERY (1990)
 LW1032
 LW1032'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1032'RECOVERED IN GOOD CONDITION.
 LW1032
 LW1032                          STATION RECOVERY (1998)
 LW1032
 LW1032'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW1032'MARK NOT FOUND.
 LW1032
 LW1032                          STATION RECOVERY (2001)
 LW1032
 LW1032'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0101 ***********************************************************************
 LW0101  DESIGNATION -  G 17
 LW0101  PID         -  LW0101
 LW0101  STATE/COUNTY-  RI/WASHINGTON
 LW0101  USGS QUAD   -  WICKFORD (1995)
 LW0101
 LW0101                         *CURRENT SURVEY CONTROL
 LW0101  ___________________________________________________________________
 LW0101* NAD 83(1986)-  41 37 00.     (N)    071 26 07.     (W)     SCALED    
 LW0101* NAVD 88     -        10.737  (meters)      35.23   (feet)  ADJUSTED  
 LW0101  ___________________________________________________________________
 LW0101  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW0101  DYNAMIC HT  -          10.733 (meters)      35.21  (feet)  COMP
 LW0101  MODELED GRAV-     980,292.6   (mgal)                       NAVD 88
 LW0101
 LW0101  VERT ORDER  -  FIRST     CLASS I
 LW0101
 LW0101.The horizontal coordinates were scaled from a topographic map and have
 LW0101.an estimated accuracy of +/- 6 seconds.
 LW0101
 LW0101.The orthometric height was determined by differential leveling
 LW0101.and adjusted by the National Geodetic Survey in June 1991..
 LW0101
 LW0101.The geoid height was determined by GEOID03.
 LW0101
 LW0101.The dynamic height is computed by dividing the NAVD 88
 LW0101.geopotential number by the normal gravity value computed on the
 LW0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0101.degrees latitude (g = 980.6199 gals.).
 LW0101
 LW0101.The modeled gravity was interpolated from observed gravity values.
 LW0101
 LW0101;                    North         East    Units  Estimated Accuracy
 LW0101;SPC RI       -    59,230.      105,390.      MT  (+/- 180 meters Scaled)
 LW0101
 LW0101                          SUPERSEDED SURVEY CONTROL
 LW0101
 LW0101  NGVD 29 (??/??/92)   11.000  (m)           36.09   (f) ADJ UNCH    1 1
 LW0101
 LW0101.Superseded values are not recommended for survey control.
 LW0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0101.See file dsdata.txt to determine how the superseded data were derived.
 LW0101
 LW0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG971100(NAD 83)
 LW0101_MARKER: DB = BENCH MARK DISK
 LW0101_SETTING: 66 = SET IN ROCK OUTCROP
 LW0101_SP_SET: ROCK OUTCROP
 LW0101_STAMPING: G 17 1965
 LW0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0101+STABILITY: POSITION/ELEVATION WELL
 LW0101
 LW0101  HISTORY     - Date     Condition        Report By
 LW0101  HISTORY     - 1965     MONUMENTED       CGS
 LW0101  HISTORY     - 1988     GOOD             USPSQD
 LW0101
 LW0101                          STATION DESCRIPTION
 LW0101
 LW0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0101'5.8 MI SE FROM EAST GREENWICH.
 LW0101'4.2 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LW0101'EAST GREENWICH, THENCE 1.6 MILES EAST AND NORTH ALONG NEWCOMB ROAD,
 LW0101'NEAR THE JUNCTION OF NEWCOMB AND FLETCHERS ROAD, NEAR THE NORTH
 LW0101'CORNER OF THE CONSTRUCTION BATTALLION AREA OF THE QUONSET POINT
 LW0101'NAVAL AIR STATION, SET IN THE TOP OF AN 8-BY-2 FOOT FLAT OUTCROP,
 LW0101'49 FEET SOUTHEAST OF THE CENTER LINE OF FLETCHERS ROAD, 118 FEET
 LW0101'EAST OF THE APPROXIMATE CENTER OF THE JUNCTION OF NEWCOMB AND
 LW0101'FLETCHERS ROAD, 41 FEET NORTHEAST OF A STEEL FENCE LINE AND 1
 LW0101'FOOT ABOVE THE LEVEL OF THE ROAD.
 LW0101
 LW0101                          STATION RECOVERY (1988)
 LW0101
 LW0101'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0750 ***********************************************************************
 LW0750  DESIGNATION -  G 18
 LW0750  PID         -  LW0750
 LW0750  STATE/COUNTY-  RI/WASHINGTON
 LW0750  USGS QUAD   -  ASHAWAY (1984)
 LW0750
 LW0750                         *CURRENT SURVEY CONTROL
 LW0750  ___________________________________________________________________
 LW0750* NAD 83(1986)-  41 22 51.     (N)    071 49 50.     (W)     SCALED    
 LW0750* NAVD 88     -         6.026  (meters)      19.77   (feet)  ADJUSTED  
 LW0750  ___________________________________________________________________
 LW0750  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW0750  DYNAMIC HT  -           6.024 (meters)      19.76  (feet)  COMP
 LW0750  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LW0750
 LW0750  VERT ORDER  -  FIRST     CLASS I
 LW0750
 LW0750.The horizontal coordinates were scaled from a topographic map and have
 LW0750.an estimated accuracy of +/- 6 seconds.
 LW0750
 LW0750.The orthometric height was determined by differential leveling
 LW0750.and adjusted by the National Geodetic Survey in June 1991..
 LW0750
 LW0750.The geoid height was determined by GEOID03.
 LW0750
 LW0750.The dynamic height is computed by dividing the NAVD 88
 LW0750.geopotential number by the normal gravity value computed on the
 LW0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0750.degrees latitude (g = 980.6199 gals.).
 LW0750
 LW0750.The modeled gravity was interpolated from observed gravity values.
 LW0750
 LW0750;                    North         East    Units  Estimated Accuracy
 LW0750;SPC RI       -    33,090.       72,350.      MT  (+/- 180 meters Scaled)
 LW0750
 LW0750                          SUPERSEDED SURVEY CONTROL
 LW0750
 LW0750  NGVD 29 (??/??/92)    6.314  (m)           20.72   (f) ADJ UNCH    1 1
 LW0750
 LW0750.Superseded values are not recommended for survey control.
 LW0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0750.See file dsdata.txt to determine how the superseded data were derived.
 LW0750
 LW0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF633849(NAD 83)
 LW0750_MARKER: DB = BENCH MARK DISK
 LW0750_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0750_SP_SET: ABUTMENT
 LW0750_STAMPING: G 18 1965
 LW0750_MARK LOGO: CGS   
 LW0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0750+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 LW0750
 LW0750  HISTORY     - Date     Condition        Report By
 LW0750  HISTORY     - 1965     MONUMENTED       CGS
 LW0750  HISTORY     - 1969     GOOD             NGS
 LW0750  HISTORY     - 1984     GOOD             USPSQD
 LW0750  HISTORY     - 1985     GOOD             USPSQD
 LW0750  HISTORY     - 1987     GOOD             RIGS
 LW0750  HISTORY     - 1988     GOOD             USPSQD
 LW0750  HISTORY     - 1988     GOOD             USPSQD
 LW0750  HISTORY     - 1989     GOOD             USPSQD
 LW0750  HISTORY     - 20010331 GOOD             NGS
 LW0750  HISTORY     - 20050509 GOOD             GEOCAC
 LW0750
 LW0750                          STATION DESCRIPTION
 LW0750
 LW0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0750'AT WESTERLY.
 LW0750'AT WESTERLY, ABOUT 0.2 MILE NORTH ALONG CANAL AND HIGH STREET
 LW0750'FROM THE POST OFFICE, NEAR THE JUNCTION OF CANAL STREET AND
 LW0750'RAILROAD AVENUE, SET VERTICALLY IN THE SOUTHEAST END OF THE
 LW0750'NORTHEAST CONCRETE ABUTMENT OF THE NEW YORK, NEW HAVEN AND
 LW0750'HARTFORD RAILROAD OVERPASS OVER CANAL STREET, 11.4 FEET NORTHEAST
 LW0750'OF THE NORTHEAST CURB OF CANAL STREET, 1.5 FEET NORTHWEST OF THE
 LW0750'SOUTH CORNER OF THE ABUTMENT AND 2.9 FEET ABOVE THE LEVEL OF THE
 LW0750'SIDEWALK.
 LW0750
 LW0750                          STATION RECOVERY (1969)
 LW0750
 LW0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0750'RECOVERED IN GOOD CONDITION.
 LW0750
 LW0750                          STATION RECOVERY (1984)
 LW0750
 LW0750'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0750'RECOVERED IN GOOD CONDITION.
 LW0750
 LW0750                          STATION RECOVERY (1985)
 LW0750
 LW0750'RECOVERY NOTE BY US POWER SQUADRON 1985
 LW0750'RECOVERED IN GOOD CONDITION.
 LW0750
 LW0750                          STATION RECOVERY (1987)
 LW0750
 LW0750'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0750'RECOVERED IN GOOD CONDITION.
 LW0750
 LW0750                          STATION RECOVERY (1988)
 LW0750
 LW0750'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0750'RECOVERED IN GOOD CONDITION.
 LW0750
 LW0750                          STATION RECOVERY (1988)
 LW0750
 LW0750'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0750'RECOVERED IN GOOD CONDITION.
 LW0750
 LW0750                          STATION RECOVERY (1989)
 LW0750
 LW0750'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0750'RECOVERED IN GOOD CONDITION.
 LW0750
 LW0750                          STATION RECOVERY (2001)
 LW0750
 LW0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LW0750'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LW0750
 LW0750                          STATION RECOVERY (2005)
 LW0750
 LW0750'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LW0750'THE STATION IS MOUNTED VERTICALLY JUST BELOW THE HANDRAIL AT THE BASE
 LW0750'OF THE CONCRETE STEPS THAT LEAD SOUTH FROM CANAL STREET AND UPHILL TO
 LW0750'THE WESTERLY RAILWAY STATION.  HANDHELD COORDINATES ARE N41-22-51.00
 LW0750'W071-49-50.52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0957 ***********************************************************************
 LW0957  DESIGNATION -  G 19
 LW0957  PID         -  LW0957
 LW0957  STATE/COUNTY-  RI/WASHINGTON
 LW0957  USGS QUAD   -  ASHAWAY (1984)
 LW0957
 LW0957                         *CURRENT SURVEY CONTROL
 LW0957  ___________________________________________________________________
 LW0957* NAD 83(1986)-  41 27 57.     (N)    071 45 55.     (W)     SCALED    
 LW0957* NAVD 88     -        64.353  (meters)     211.13   (feet)  ADJUSTED  
 LW0957  ___________________________________________________________________
 LW0957  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW0957  DYNAMIC HT  -          64.330 (meters)     211.06  (feet)  COMP
 LW0957  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 LW0957
 LW0957  VERT ORDER  -  SECOND    CLASS 0
 LW0957
 LW0957.The horizontal coordinates were scaled from a topographic map and have
 LW0957.an estimated accuracy of +/- 6 seconds.
 LW0957
 LW0957.The orthometric height was determined by differential leveling
 LW0957.and adjusted by the National Geodetic Survey in June 1991..
 LW0957
 LW0957.The geoid height was determined by GEOID03.
 LW0957
 LW0957.The dynamic height is computed by dividing the NAVD 88
 LW0957.geopotential number by the normal gravity value computed on the
 LW0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0957.degrees latitude (g = 980.6199 gals.).
 LW0957
 LW0957.The modeled gravity was interpolated from observed gravity values.
 LW0957
 LW0957;                    North         East    Units  Estimated Accuracy
 LW0957;SPC RI       -    42,510.       77,840.      MT  (+/- 180 meters Scaled)
 LW0957
 LW0957                          SUPERSEDED SURVEY CONTROL
 LW0957
 LW0957  NGVD 29 (??/??/92)   64.634  (m)          212.05   (f) ADJ UNCH    2 0
 LW0957
 LW0957.Superseded values are not recommended for survey control.
 LW0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0957.See file dsdata.txt to determine how the superseded data were derived.
 LW0957
 LW0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF690941(NAD 83)
 LW0957_MARKER: DB = BENCH MARK DISK
 LW0957_SETTING: 66 = SET IN ROCK OUTCROP
 LW0957_SP_SET: ROCK CUT
 LW0957_STAMPING: G 19 1969
 LW0957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0957+STABILITY: POSITION/ELEVATION WELL
 LW0957
 LW0957  HISTORY     - Date     Condition        Report By
 LW0957  HISTORY     - 1969     MONUMENTED       CGS
 LW0957  HISTORY     - 1984     GOOD             USPSQD
 LW0957  HISTORY     - 1988     GOOD             USPSQD
 LW0957  HISTORY     - 1989     GOOD             USPSQD
 LW0957  HISTORY     - 1990     GOOD             USPSQD
 LW0957
 LW0957                          STATION DESCRIPTION
 LW0957
 LW0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0957'3.4 MI NE FROM ASHAWAY.
 LW0957'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0957'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, THENCE 1.55 MILES
 LW0957'NORTHEAST ALONG INTERSTATE HIGHWAY 95, ABOUT 0.45 MILE NORTHEAST
 LW0957'OF THE WOODVILLE ROAD OVERPASS OVER THE INTERSTATE HIGHWAY, ON
 LW0957'TOP OF THE SOUTHWEST ONE OF TWO SHORT ROCK CUTS, SET ON THE
 LW0957'TOP OF A ROUND TOP ROCK WHICH IS 24-FEET LONG-10 FEET WIDE AND
 LW0957'3 FEET HIGH AT THE SOUTH END, 124 FEET NORTHWEST OF THE CENTER
 LW0957'LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 13 FEET NORTH OF THE
 LW0957'SOUTH END OF THE ROCK, 4 1/2 FEET SOUTH OF THE BOUNDARY FENCE
 LW0957'AND ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0957
 LW0957                          STATION RECOVERY (1984)
 LW0957
 LW0957'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0957'RECOVERED IN GOOD CONDITION.
 LW0957
 LW0957                          STATION RECOVERY (1988)
 LW0957
 LW0957'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0957'RECOVERED IN GOOD CONDITION.
 LW0957
 LW0957                          STATION RECOVERY (1989)
 LW0957
 LW0957'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0957'RECOVERED IN GOOD CONDITION.
 LW0957
 LW0957                          STATION RECOVERY (1990)
 LW0957
 LW0957'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2978 ***********************************************************************
 LW2978  DESIGNATION -  G 2
 LW2978  PID         -  LW2978
 LW2978  STATE/COUNTY-  RI/WASHINGTON
 LW2978  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2978
 LW2978                         *CURRENT SURVEY CONTROL
 LW2978  ___________________________________________________________________
 LW2978* NAD 83(1996)-  41 26 46.48009(N)    071 26 02.30525(W)     ADJUSTED  
 LW2978* NAVD 88     -                                                        
 LW2978  ___________________________________________________________________
 LW2978  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LW2978  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW2978
 LW2978  HORZ ORDER  -  THIRD
 LW2978
 LW2978.The horizontal coordinates were established by classical geodetic methods
 LW2978.and adjusted by the National Geodetic Survey in August 1998..
 LW2978
 LW2978
 LW2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2978
 LW2978.The geoid height was determined by GEOID03.
 LW2978
 LW2978;                    North         East     Units Scale Factor Converg.
 LW2978;SPC RI       -    40,306.411   105,517.467   MT  0.99999412   +0 02 37.3
 LW2978;SPC RI       -   132,238.62    346,185.22   sFT  0.99999412   +0 02 37.3
 LW2978;UTM  19      - 4,591,155.858   296,678.234   MT  1.00010877   -1 36 41.9
 LW2978
 LW2978                          SUPERSEDED SURVEY CONTROL
 LW2978
 LW2978  NAD 83(1996)-  41 26 46.47942(N)    071 26 02.30426(W) AD(       ) 4
 LW2978  NAD 83(1992)-  41 26 46.47861(N)    071 26 02.30458(W) AD(       ) 4
 LW2978  NAD 83(1992)-  41 26 46.47780(N)    071 26 02.30426(W) AD(       ) 4
 LW2978  NAD 83(1986)-  41 26 46.47796(N)    071 26 02.30284(W) AD(       ) 4
 LW2978  NAD 27      -  41 26 46.11200(N)    071 26 04.09400(W) AD(       ) 3
 LW2978
 LW2978.Superseded values are not recommended for survey control.
 LW2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2978.See file dsdata.txt to determine how the superseded data were derived.
 LW2978
 LW2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9667891156(NAD 83)
 LW2978_MARKER: Z = SEE DESCRIPTION
 LW2978_SETTING: 0 = UNSPECIFIED SETTING
 LW2978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2978
 LW2978  HISTORY     - Date     Condition        Report By
 LW2978  HISTORY     - 1943     MONUMENTED       CGS
 LW2978
 LW2978                          STATION DESCRIPTION
 LW2978
 LW2978'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2978'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT VARNUM.
 LW2978'IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE N ROOM ON
 LW2978'THE SECOND FLOOR IN THE MOST S ONE OF FOUR FIRE-CONTROL BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1168 ***********************************************************************
 LW1168  DESIGNATION -  G 20
 LW1168  PID         -  LW1168
 LW1168  STATE/COUNTY-  RI/KENT
 LW1168  USGS QUAD   -  HOPE VALLEY (1975)
 LW1168
 LW1168                         *CURRENT SURVEY CONTROL
 LW1168  ___________________________________________________________________
 LW1168* NAD 83(1996)-  41 36 12.40709(N)    071 39 28.11636(W)     ADJUSTED  
 LW1168* NAVD 88     -       134.432  (meters)     441.05   (feet)  ADJUSTED  
 LW1168  ___________________________________________________________________
 LW1168  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 LW1168  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW1168  DYNAMIC HT  -         134.384 (meters)     440.89  (feet)  COMP
 LW1168  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 LW1168
 LW1168  HORZ ORDER  -  SECOND
 LW1168  VERT ORDER  -  FIRST     CLASS II
 LW1168
 LW1168.The horizontal coordinates were established by classical geodetic methods
 LW1168.and adjusted by the National Geodetic Survey in August 1998..
 LW1168
 LW1168.The orthometric height was determined by differential leveling
 LW1168.and adjusted by the National Geodetic Survey in June 1991..
 LW1168
 LW1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1168
 LW1168.The geoid height was determined by GEOID03.
 LW1168
 LW1168.The dynamic height is computed by dividing the NAVD 88
 LW1168.geopotential number by the normal gravity value computed on the
 LW1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1168.degrees latitude (g = 980.6199 gals.).
 LW1168
 LW1168.The modeled gravity was interpolated from observed gravity values.
 LW1168
 LW1168;                    North         East     Units Scale Factor Converg.
 LW1168;SPC RI       -    57,775.714    86,844.531   MT  0.99999588   -0 06 17.2
 LW1168;SPC RI       -   189,552.49    284,922.43   sFT  0.99999588   -0 06 17.2
 LW1168;UTM  19      - 4,609,161.023   278,515.634   MT  1.00020372   -1 45 55.5
 LW1168
 LW1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1168!SPC RI       -   0.99998365  x   0.99999588  =   0.99997953
 LW1168!UTM  19      -   0.99998365  x   1.00020372  =   1.00018736
 LW1168
 LW1168                          SUPERSEDED SURVEY CONTROL
 LW1168
 LW1168  NAD 83(1992)-  41 36 12.40578(N)    071 39 28.11562(W) AD(       ) 2
 LW1168  NAD 83(1986)-  41 36 12.40515(N)    071 39 28.11489(W) AD(       ) 2
 LW1168  NGVD 29 (??/??/92)  134.684  (m)          441.88   (f) ADJ UNCH    1 2
 LW1168
 LW1168.Superseded values are not recommended for survey control.
 LW1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1168.See file dsdata.txt to determine how the superseded data were derived.
 LW1168
 LW1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7851609161(NAD 83)
 LW1168_MARKER: DB = BENCH MARK DISK
 LW1168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1168_SP_SET: SET IN WING WALL OF OVERPASS
 LW1168_STAMPING: G 20 1969
 LW1168_MARK LOGO: CGS   
 LW1168_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1168+STABILITY: SURFACE MOTION
 LW1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1168+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1987
 LW1168
 LW1168  HISTORY     - Date     Condition        Report By
 LW1168  HISTORY     - 1969     MONUMENTED       CGS
 LW1168  HISTORY     - 1984     GOOD             RIGS
 LW1168  HISTORY     - 1984     GOOD             RIGS
 LW1168  HISTORY     - 1984     GOOD             RIGS
 LW1168  HISTORY     - 1986     GOOD             USPSQD
 LW1168  HISTORY     - 19870701 GOOD             RIGS
 LW1168  HISTORY     - 1988     GOOD             USPSQD
 LW1168  HISTORY     - 1988     GOOD             USPSQD
 LW1168  HISTORY     - 1989     GOOD             USPSQD
 LW1168
 LW1168                          STATION DESCRIPTION
 LW1168
 LW1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1168'6.6 MI SE FROM SUMMIT.
 LW1168'ABOUT 6.65 MILES SOUTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1168'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, SET ON THE TOP OF
 LW1168'THE WING WALL AT THE WEST CORNER OF THE STATE HIGHWAY 102
 LW1168'OVERPASS OVER INTERSTATE HIGHWAY 95, 21 FEET SOUTHWEST OF THE
 LW1168'CENTER LINE OF THE SOUTHEAST LANE OF THE HIGHWAY, ABOUT 1 FOOT
 LW1168'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED BY
 LW1168'GOING 1.2 MILES NORTH AND NORTHEAST ALONG STATE HWY. 138 FROM THE
 LW1168'FIRST BAPTIST CHURCH AT HOPE VALLEY, THENCE 6.7 MILES NORTHEAST
 LW1168'ALONG INTERSTATE HIGHWAY 95.
 LW1168
 LW1168                          STATION RECOVERY (1984)
 LW1168
 LW1168'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1168'THE STATION IS LOCATED ABOUT 8.5 KM (5.3 MI) SOUTHEAST OF WEST
 LW1168'GREENWICH, 8.7 KM (5.4 MI) EAST OF ESCOHEAG, 10.5 KM (6.5 MI) WEST-
 LW1168'NORTHWEST OF EXETER IN THE WINGWALL OF THE STATE HIGHWAY ROUTE 102
 LW1168'OVERPASS BRIDGE OVER INTERSTATE 95.
 LW1168'
 LW1168'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1168'HIGHWAY 3 (EXIT 6), ABOUT 6.1 KM (3.8 MI) SOUTH-SOUTHEAST OF
 LW1168'COVENTRY CENTER, GO SOUTHWEST ON I-95  FOR 6.9 KM (4.3 MI) TO EXIT
 LW1168'5A.  TAKE EXIT TO ROUTE 102 AND THE STATION ON THE OVERPASS BRIDGE.
 LW1168'
 LW1168'THE STATION IS A STANDARD NGS DISK
 LW1168'STAMPED---G 20 1969---,
 LW1168'SET INTO A DRILL HOLE IN THE WINGWALL AT THE SOUTHWEST CORNER OF
 LW1168'THE STATE HIGHWAY 102 OVERPASS BRIDGE OVER I-95.
 LW1168'LOCATED
 LW1168'14.9 METERS (49.0 FT) WEST FROM THE CENTERLINE OF I-95 SOUTHBOUND,
 LW1168'6.4 METERS (21.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE SOUTHEAST
 LW1168'LANE OF ROUTE 102.
 LW1168
 LW1168                          STATION RECOVERY (1984)
 LW1168
 LW1168'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1168'RECOVERED IN GOOD CONDITION.
 LW1168
 LW1168                          STATION RECOVERY (1984)
 LW1168
 LW1168'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1168'RECOVERED IN GOOD CONDITION.
 LW1168
 LW1168                          STATION RECOVERY (1986)
 LW1168
 LW1168'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1168'RECOVERED IN GOOD CONDITION.
 LW1168
 LW1168                          STATION RECOVERY (1987)
 LW1168
 LW1168'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1168'RECOVERED IN GOOD CONDITION.
 LW1168
 LW1168                          STATION RECOVERY (1988)
 LW1168
 LW1168'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1168'RECOVERED IN GOOD CONDITION.
 LW1168
 LW1168                          STATION RECOVERY (1988)
 LW1168
 LW1168'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1168'RECOVERED IN GOOD CONDITION.
 LW1168
 LW1168                          STATION RECOVERY (1989)
 LW1168
 LW1168'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1428 ***********************************************************************
 LW1428  DESIGNATION -  G 21
 LW1428  PID         -  LW1428
 LW1428  STATE/COUNTY-  RI/KENT
 LW1428  USGS QUAD   -  CROMPTON (1995)
 LW1428
 LW1428                         *CURRENT SURVEY CONTROL
 LW1428  ___________________________________________________________________
 LW1428* NAD 83(1986)-  41 41 26.     (N)    071 33 59.     (W)     SCALED    
 LW1428* NAVD 88     -        73.469  (meters)     241.04   (feet)  ADJUSTED  
 LW1428  ___________________________________________________________________
 LW1428  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW1428  DYNAMIC HT  -          73.444 (meters)     240.96  (feet)  COMP
 LW1428  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LW1428
 LW1428  VERT ORDER  -  SECOND    CLASS 0
 LW1428
 LW1428.The horizontal coordinates were scaled from a topographic map and have
 LW1428.an estimated accuracy of +/- 6 seconds.
 LW1428
 LW1428.The orthometric height was determined by differential leveling
 LW1428.and adjusted by the National Geodetic Survey in June 1991..
 LW1428
 LW1428.The geoid height was determined by GEOID03.
 LW1428
 LW1428.The dynamic height is computed by dividing the NAVD 88
 LW1428.geopotential number by the normal gravity value computed on the
 LW1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1428.degrees latitude (g = 980.6199 gals.).
 LW1428
 LW1428.The modeled gravity was interpolated from observed gravity values.
 LW1428
 LW1428;                    North         East    Units  Estimated Accuracy
 LW1428;SPC RI       -    67,440.       94,470.      MT  (+/- 180 meters Scaled)
 LW1428
 LW1428                          SUPERSEDED SURVEY CONTROL
 LW1428
 LW1428  NGVD 29 (??/??/92)   73.716  (m)          241.85   (f) ADJ UNCH    2 0
 LW1428
 LW1428.Superseded values are not recommended for survey control.
 LW1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1428.See file dsdata.txt to determine how the superseded data were derived.
 LW1428
 LW1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG864186(NAD 83)
 LW1428_MARKER: DB = BENCH MARK DISK
 LW1428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1428_SP_SET: CONC BASE
 LW1428_STAMPING: G 21 1969
 LW1428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1428
 LW1428  HISTORY     - Date     Condition        Report By
 LW1428  HISTORY     - 1969     MONUMENTED       CGS
 LW1428  HISTORY     - 1987     GOOD             USPSQD
 LW1428  HISTORY     - 1989     GOOD             USPSQD
 LW1428  HISTORY     - 19900331 GOOD             USPSQD
 LW1428
 LW1428                          STATION DESCRIPTION
 LW1428
 LW1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1428'AT COVENTRY.
 LW1428'AT COVENTRY, ABOUT 75 YARDS WEST OF THE JUNCTION OF STATE
 LW1428'HIGHWAY 117 AND SOUTH MAIN STREET, SET IN THE TOP OF THE SOUTHEAST
 LW1428'CORNER OF THE 2 1/2 FOOT SQUARE CONCRETE BASE SUPPORTING THE
 LW1428'FLAGPOLE AT THE POST OFFICE, 17 FEET NORTH OF THE NORTH CURB
 LW1428'LINE OF THE HIGHWAY, 11 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 LW1428'OF THE POST OFFICE BUILDING, LEVEL WITH THE GROUND AND 1 FOOT
 LW1428'ABOVE THE LEVEL OF THE HIGHWAY.
 LW1428
 LW1428                          STATION RECOVERY (1987)
 LW1428
 LW1428'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1428'RECOVERED IN GOOD CONDITION.
 LW1428
 LW1428                          STATION RECOVERY (1989)
 LW1428
 LW1428'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1428'RECOVERED IN GOOD CONDITION.
 LW1428
 LW1428                          STATION RECOVERY (1990)
 LW1428
 LW1428'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1022 ***********************************************************************
 LW1022  DESIGNATION -  G 23
 LW1022  PID         -  LW1022
 LW1022  STATE/COUNTY-  RI/WASHINGTON
 LW1022  USGS QUAD   -  KINGSTON (1975)
 LW1022
 LW1022                         *CURRENT SURVEY CONTROL
 LW1022  ___________________________________________________________________
 LW1022* NAD 83(1986)-  41 29 04.     (N)    071 33 36.     (W)     SCALED    
 LW1022* NAVD 88     -        41.724  (meters)     136.89   (feet)  ADJUSTED  
 LW1022  ___________________________________________________________________
 LW1022  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW1022  DYNAMIC HT  -          41.709 (meters)     136.84  (feet)  COMP
 LW1022  MODELED GRAV-     980,274.6   (mgal)                       NAVD 88
 LW1022
 LW1022  VERT ORDER  -  SECOND    CLASS 0
 LW1022
 LW1022.The horizontal coordinates were scaled from a topographic map and have
 LW1022.an estimated accuracy of +/- 6 seconds.
 LW1022
 LW1022.The orthometric height was determined by differential leveling
 LW1022.and adjusted by the National Geodetic Survey in June 1991..
 LW1022
 LW1022.The geoid height was determined by GEOID03.
 LW1022
 LW1022.The dynamic height is computed by dividing the NAVD 88
 LW1022.geopotential number by the normal gravity value computed on the
 LW1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1022.degrees latitude (g = 980.6199 gals.).
 LW1022
 LW1022.The modeled gravity was interpolated from observed gravity values.
 LW1022
 LW1022;                    North         East    Units  Estimated Accuracy
 LW1022;SPC RI       -    44,550.       94,990.      MT  (+/- 180 meters Scaled)
 LW1022
 LW1022                          SUPERSEDED SURVEY CONTROL
 LW1022
 LW1022  NGVD 29 (??/??/92)   42.002  (m)          137.80   (f) ADJ UNCH    2 0
 LW1022
 LW1022.Superseded values are not recommended for survey control.
 LW1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1022.See file dsdata.txt to determine how the superseded data were derived.
 LW1022
 LW1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF862957(NAD 83)
 LW1022_MARKER: DB = BENCH MARK DISK
 LW1022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1022_SP_SET: OVERPASS
 LW1022_STAMPING: G 23 1969
 LW1022_MARK LOGO: CGS   
 LW1022_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1022+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW1022
 LW1022  HISTORY     - Date     Condition        Report By
 LW1022  HISTORY     - 1969     MONUMENTED       CGS
 LW1022  HISTORY     - 1987     GOOD             USPSQD
 LW1022  HISTORY     - 1988     GOOD             USPSQD
 LW1022  HISTORY     - 19880707 GOOD             RIGS
 LW1022  HISTORY     - 1989     GOOD             USPSQD
 LW1022  HISTORY     - 1989     GOOD             USPSQD
 LW1022  HISTORY     - 1990     GOOD             USPSQD
 LW1022  HISTORY     - 20011010 GOOD             USPSQD
 LW1022  HISTORY     - 20040417 GOOD             USPSQD
 LW1022  HISTORY     - 20060630 GOOD             USPSQD
 LW1022
 LW1022                          STATION DESCRIPTION
 LW1022
 LW1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1022'0.2 MI W FROM WEST KINGSTON.
 LW1022'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 LW1022'AT WEST KINGSTON, AT THE HIGHWAY OVERPASS OVER THE PENN CENTRAL
 LW1022'RAILROAD (FORMERLY THE NEW YORK, NEW HAVEN AND HARTFORD
 LW1022'RAILROAD), SET ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 LW1022'CONCRETE BANNISTER OF THE OVERPASS, 25 FEET SOUTHWEST OF THE
 LW1022'CENTER LINE OF THE HIGHWAY, 3 FEET ABOVE THE LEVEL OF THE
 LW1022'SIDEWALK FOR OVERPASS AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1022
 LW1022                          STATION RECOVERY (1987)
 LW1022
 LW1022'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW1022'RECOVERED IN GOOD CONDITION.
 LW1022
 LW1022                          STATION RECOVERY (1988)
 LW1022
 LW1022'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1022'RECOVERED IN GOOD CONDITION.
 LW1022
 LW1022                          STATION RECOVERY (1988)
 LW1022
 LW1022'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1022'RECOVERED IN GOOD CONDITION.
 LW1022
 LW1022                          STATION RECOVERY (1989)
 LW1022
 LW1022'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1022'RECOVERED IN GOOD CONDITION.
 LW1022
 LW1022                          STATION RECOVERY (1989)
 LW1022
 LW1022'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1022'RECOVERED IN GOOD CONDITION.
 LW1022
 LW1022                          STATION RECOVERY (1990)
 LW1022
 LW1022'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1022'RECOVERED IN GOOD CONDITION.
 LW1022
 LW1022                          STATION RECOVERY (2001)
 LW1022
 LW1022'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1022'RECOVERED IN GOOD CONDITION.
 LW1022
 LW1022                          STATION RECOVERY (2004)
 LW1022
 LW1022'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1022'RECOVERED IN GOOD CONDITION.
 LW1022
 LW1022                          STATION RECOVERY (2006)
 LW1022
 LW1022'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0336 ***********************************************************************
 LW0336  DESIGNATION -  G 24
 LW0336  PID         -  LW0336
 LW0336  STATE/COUNTY-  RI/PROVIDENCE
 LW0336  USGS QUAD   -  PROVIDENCE (1975)
 LW0336
 LW0336                         *CURRENT SURVEY CONTROL
 LW0336  ___________________________________________________________________
 LW0336* NAD 83(1986)-  41 48 43.     (N)    071 24 20.     (W)     SCALED    
 LW0336* NAVD 88     -        11.214  (meters)      36.79   (feet)  ADJUSTED  
 LW0336  ___________________________________________________________________
 LW0336  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW0336  DYNAMIC HT  -          11.211 (meters)      36.78  (feet)  COMP
 LW0336  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 LW0336
 LW0336  VERT ORDER  -  SECOND    CLASS 0
 LW0336
 LW0336.The horizontal coordinates were scaled from a topographic map and have
 LW0336.an estimated accuracy of +/- 6 seconds.
 LW0336
 LW0336.The orthometric height was determined by differential leveling
 LW0336.and adjusted by the National Geodetic Survey in June 1991..
 LW0336
 LW0336.The geoid height was determined by GEOID03.
 LW0336
 LW0336.The dynamic height is computed by dividing the NAVD 88
 LW0336.geopotential number by the normal gravity value computed on the
 LW0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0336.degrees latitude (g = 980.6199 gals.).
 LW0336
 LW0336.The modeled gravity was interpolated from observed gravity values.
 LW0336
 LW0336;                    North         East    Units  Estimated Accuracy
 LW0336;SPC RI       -    80,930.      107,850.      MT  (+/- 180 meters Scaled)
 LW0336
 LW0336                          SUPERSEDED SURVEY CONTROL
 LW0336
 LW0336  NGVD 29 (??/??/92)   11.467  (m)           37.62   (f) ADJ UNCH    2 0
 LW0336
 LW0336.Superseded values are not recommended for survey control.
 LW0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0336.See file dsdata.txt to determine how the superseded data were derived.
 LW0336
 LW0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG001316(NAD 83)
 LW0336_MARKER: DB = BENCH MARK DISK
 LW0336_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW0336_SP_SET: CURB
 LW0336_STAMPING: G 24 1969
 LW0336_MARK LOGO: CGS   
 LW0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0336
 LW0336  HISTORY     - Date     Condition        Report By
 LW0336  HISTORY     - 1969     MONUMENTED       CGS
 LW0336  HISTORY     - 1986     GOOD             RIGS
 LW0336
 LW0336                          STATION DESCRIPTION
 LW0336
 LW0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0336'0.6 MI SW FROM PROVIDENCE.
 LW0336'ABOUT 0.55 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0336'JUNCTION OF INTERSTATE HIGHWAY 195 AT PROVIDENCE, ALONG THE
 LW0336'NORTHBOUND LANE OF THE INTERSTATE HIGHWAY, SET ON THE TOP AND
 LW0336'13.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 LW0336'CONCRETE BASE FOR THE IRON GUARD RAIL FOR THE I 95 OVERPASS OVER
 LW0336'BLACKSTONE STREET, 1.1 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 LW0336'THE NORTHBOUND LANE OF THE HIGHWAY AND 0.8 FOOT ABOVE THE LEVEL
 LW0336'OF THE HIGHWAY.
 LW0336
 LW0336                          STATION RECOVERY (1986)
 LW0336
 LW0336'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1195 ***********************************************************************
 LW1195  DESIGNATION -  G 25
 LW1195  PID         -  LW1195
 LW1195  STATE/COUNTY-  RI/PROVIDENCE
 LW1195  USGS QUAD   -  CHEPACHET (1975)
 LW1195
 LW1195                         *CURRENT SURVEY CONTROL
 LW1195  ___________________________________________________________________
 LW1195* NAD 83(1986)-  41 53 53.     (N)    071 40 10.     (W)     SCALED    
 LW1195* NAVD 88     -       146.920  (meters)     482.02   (feet)  ADJUSTED  
 LW1195  ___________________________________________________________________
 LW1195  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LW1195  DYNAMIC HT  -         146.869 (meters)     481.85  (feet)  COMP
 LW1195  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 LW1195
 LW1195  VERT ORDER  -  SECOND    CLASS 0
 LW1195
 LW1195.The horizontal coordinates were scaled from a topographic map and have
 LW1195.an estimated accuracy of +/- 6 seconds.
 LW1195
 LW1195.The orthometric height was determined by differential leveling
 LW1195.and adjusted by the National Geodetic Survey in June 1991..
 LW1195
 LW1195.The geoid height was determined by GEOID03.
 LW1195
 LW1195.The dynamic height is computed by dividing the NAVD 88
 LW1195.geopotential number by the normal gravity value computed on the
 LW1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1195.degrees latitude (g = 980.6199 gals.).
 LW1195
 LW1195.The modeled gravity was interpolated from observed gravity values.
 LW1195
 LW1195;                    North         East    Units  Estimated Accuracy
 LW1195;SPC RI       -    90,500.       85,940.      MT  (+/- 180 meters Scaled)
 LW1195
 LW1195                          SUPERSEDED SURVEY CONTROL
 LW1195
 LW1195  NGVD 29 (??/??/92)  147.163  (m)          482.82   (f) ADJ UNCH    2 0
 LW1195
 LW1195.Superseded values are not recommended for survey control.
 LW1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1195.See file dsdata.txt to determine how the superseded data were derived.
 LW1195
 LW1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG785419(NAD 83)
 LW1195_MARKER: DB = BENCH MARK DISK
 LW1195_SETTING: 80 = SET IN A BOULDER
 LW1195_SP_SET: BOULDER
 LW1195_STAMPING: G 25 1969
 LW1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1195+STABILITY: SURFACE MOTION
 LW1195
 LW1195  HISTORY     - Date     Condition        Report By
 LW1195  HISTORY     - 1969     MONUMENTED       CGS
 LW1195  HISTORY     - 1988     GOOD             USPSQD
 LW1195  HISTORY     - 19900524 MARK NOT FOUND   USPSQD
 LW1195
 LW1195                          STATION DESCRIPTION
 LW1195
 LW1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1195'1.3 MI S FROM CHEPACHET.
 LW1195'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1195'JUNCTION OF STATE HIGHWAY 44 AT CHEPACHET, ABOUT 0.7 MILE SOUTH
 LW1195'OF THE SOUTH JUNCTION OF STATE HIGHWAY 44, ABOUT 0.1 MILE NORTH
 LW1195'OF THE JUNCTION OF POUND ROAD, SET ON THE TOP OF AN IMBEDDED
 LW1195'BOULDER WHICH IS 6 FEET LONG AND 2 1/2 FEET WIDE AND PROJECTS
 LW1195'1 FOOT, 62 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LW1195'48 1/2 FEET NORTHWEST OF POWER LINE POLE, 8 1/2 FEET SOUTH OF THE
 LW1195'CENTER LINE OF A NARROW PRIVATE ROAD, ABOUT LEVEL WITH THE
 LW1195'ROAD AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1195
 LW1195                          STATION RECOVERY (1988)
 LW1195
 LW1195'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1195'RECOVERED IN GOOD CONDITION.
 LW1195
 LW1195                          STATION RECOVERY (1990)
 LW1195
 LW1195'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1271 ***********************************************************************
 LW1271  DESIGNATION -  G 26
 LW1271  PID         -  LW1271
 LW1271  STATE/COUNTY-  RI/PROVIDENCE
 LW1271  USGS QUAD   -  CLAYVILLE (1975)
 LW1271
 LW1271                         *CURRENT SURVEY CONTROL
 LW1271  ___________________________________________________________________
 LW1271* NAD 83(1986)-  41 50 15.     (N)    071 37 55.     (W)     SCALED    
 LW1271* NAVD 88     -       141.859  (meters)     465.42   (feet)  ADJUSTED  
 LW1271  ___________________________________________________________________
 LW1271  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW1271  DYNAMIC HT  -         141.811 (meters)     465.26  (feet)  COMP
 LW1271  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 LW1271
 LW1271  VERT ORDER  -  SECOND    CLASS 0
 LW1271
 LW1271.The horizontal coordinates were scaled from a topographic map and have
 LW1271.an estimated accuracy of +/- 6 seconds.
 LW1271
 LW1271.The orthometric height was determined by differential leveling
 LW1271.and adjusted by the National Geodetic Survey in June 1991..
 LW1271
 LW1271.The geoid height was determined by GEOID03.
 LW1271
 LW1271.The dynamic height is computed by dividing the NAVD 88
 LW1271.geopotential number by the normal gravity value computed on the
 LW1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1271.degrees latitude (g = 980.6199 gals.).
 LW1271
 LW1271.The modeled gravity was interpolated from observed gravity values.
 LW1271
 LW1271;                    North         East    Units  Estimated Accuracy
 LW1271;SPC RI       -    83,770.       89,040.      MT  (+/- 180 meters Scaled)
 LW1271
 LW1271                          SUPERSEDED SURVEY CONTROL
 LW1271
 LW1271  NGVD 29 (??/??/92)  142.105  (m)          466.22   (f) ADJ UNCH    2 0
 LW1271
 LW1271.Superseded values are not recommended for survey control.
 LW1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1271.See file dsdata.txt to determine how the superseded data were derived.
 LW1271
 LW1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG814350(NAD 83)
 LW1271_MARKER: DB = BENCH MARK DISK
 LW1271_SETTING: 80 = SET IN A BOULDER
 LW1271_SP_SET: BOULDER
 LW1271_STAMPING: G 26 1969
 LW1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1271+STABILITY: SURFACE MOTION
 LW1271
 LW1271  HISTORY     - Date     Condition        Report By
 LW1271  HISTORY     - 1969     MONUMENTED       CGS
 LW1271
 LW1271                          STATION DESCRIPTION
 LW1271
 LW1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1271'2.9 MI NW FROM NORTH SCITUATE.
 LW1271'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1271'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 2.5 MILES WEST ALONG
 LW1271'U.S. HIGHWAY 6, ABOUT 0.3 MILE EAST OF THE GLEANER CHAPEL ROAD
 LW1271'OVERPASS OVER THE HIGHWAY, SET ON THE TOP OF A SLOPING ROCK WHICH
 LW1271'IS 12 FEET LONG AND 3 1/2 FEET HIGH ON THE EAST SIDE, 49 1/2 FEET
 LW1271'NORTH OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE
 LW1271'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0570 ***********************************************************************
 LW0570  DESIGNATION -  G 27
 LW0570  PID         -  LW0570
 LW0570  STATE/COUNTY-  RI/BRISTOL
 LW0570  USGS QUAD   -  BRISTOL (1975)
 LW0570
 LW0570                         *CURRENT SURVEY CONTROL
 LW0570  ___________________________________________________________________
 LW0570* NAD 83(1986)-  41 38 35.     (N)    071 15 35.     (W)     SCALED    
 LW0570* NAVD 88     -         1.637  (meters)       5.37   (feet)  ADJUSTED  
 LW0570  ___________________________________________________________________
 LW0570  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW0570  DYNAMIC HT  -           1.636 (meters)       5.37  (feet)  COMP
 LW0570  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 LW0570
 LW0570  VERT ORDER  -  SECOND    CLASS 0
 LW0570
 LW0570.The horizontal coordinates were scaled from a topographic map and have
 LW0570.an estimated accuracy of +/- 6 seconds.
 LW0570
 LW0570.The orthometric height was determined by differential leveling
 LW0570.and adjusted by the National Geodetic Survey in June 1991..
 LW0570
 LW0570.The geoid height was determined by GEOID03.
 LW0570
 LW0570.The dynamic height is computed by dividing the NAVD 88
 LW0570.geopotential number by the normal gravity value computed on the
 LW0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0570.degrees latitude (g = 980.6199 gals.).
 LW0570
 LW0570.The modeled gravity was interpolated from observed gravity values.
 LW0570
 LW0570;                    North         East    Units  Estimated Accuracy
 LW0570;SPC RI       -    62,190.      120,020.      MT  (+/- 180 meters Scaled)
 LW0570
 LW0570                          SUPERSEDED SURVEY CONTROL
 LW0570
 LW0570  NGVD 29 (??/??/92)    1.897  (m)            6.22   (f) ADJ UNCH    2 0
 LW0570
 LW0570.Superseded values are not recommended for survey control.
 LW0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0570.See file dsdata.txt to determine how the superseded data were derived.
 LW0570
 LW0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG118126(NAD 83)
 LW0570_MARKER: DB = BENCH MARK DISK
 LW0570_SETTING: 66 = SET IN ROCK OUTCROP
 LW0570_SP_SET: ROCK OUTCROP
 LW0570_STAMPING: G 27 1969
 LW0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0570+STABILITY: POSITION/ELEVATION WELL
 LW0570
 LW0570  HISTORY     - Date     Condition        Report By
 LW0570  HISTORY     - 1969     MONUMENTED       CGS
 LW0570
 LW0570                          STATION DESCRIPTION
 LW0570
 LW0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0570'2.2 MI S FROM BRISTOL.
 LW0570'ABOUT 1.95 MILES SOUTH ALONG STATE HIGHWAY 114 FROM THE POST
 LW0570'OFFICE AT BRISTOL, THENCE 0.3 MILE SOUTH-SOUTHEAST ALONG A BLACK
 LW0570'TOPPED ROAD LEADING TO OLD ABANDONED FERRY CROSSING, ALONG THE
 LW0570'WEST EDGE OF MT. HOPE BAY, ALONG THE WATER EDGE OF THE BAY, SET
 LW0570'IN THE TOP OF AND NEAR THE NORTHEAST END OF A LARGE GROUP OF
 LW0570'OUTCROPPING ROCKS AT WATER EDGE, 232 FEET EAST OF AND ACROSS
 LW0570'A PARKING AREA FROM THE NORTHEAST CORNER OF A LARGE CONCRETE
 LW0570'PIER WITH 4 STEEL PIERS SUPPORTING THE LARGE MOUNT HOPE BRIDGE OVER
 LW0570'BAY, 96 FEET NORTHEAST OF THE WEST END OF A ROCK WALL AT END OF
 LW0570'ROAD, 1 FOOT BELOW THE GRASSY BANK AND ABOUT 4 FEET ABOVE THE
 LW0570'LEVEL OF THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0250 ***********************************************************************
 LW0250  DESIGNATION -  G 28
 LW0250  PID         -  LW0250
 LW0250  STATE/COUNTY-  RI/NEWPORT
 LW0250  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0250
 LW0250                         *CURRENT SURVEY CONTROL
 LW0250  ___________________________________________________________________
 LW0250* NAD 83(1986)-  41 34 10.     (N)    071 16 39.     (W)     SCALED    
 LW0250* NAVD 88     -        32.634  (meters)     107.07   (feet)  ADJUSTED  
 LW0250  ___________________________________________________________________
 LW0250  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW0250  DYNAMIC HT  -          32.623 (meters)     107.03  (feet)  COMP
 LW0250  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 LW0250
 LW0250  VERT ORDER  -  SECOND    CLASS 0
 LW0250
 LW0250.The horizontal coordinates were scaled from a topographic map and have
 LW0250.an estimated accuracy of +/- 6 seconds.
 LW0250
 LW0250.The orthometric height was determined by differential leveling
 LW0250.and adjusted by the National Geodetic Survey in June 1991..
 LW0250
 LW0250.The geoid height was determined by GEOID03.
 LW0250
 LW0250.The dynamic height is computed by dividing the NAVD 88
 LW0250.geopotential number by the normal gravity value computed on the
 LW0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0250.degrees latitude (g = 980.6199 gals.).
 LW0250
 LW0250.The modeled gravity was interpolated from observed gravity values.
 LW0250
 LW0250;                    North         East    Units  Estimated Accuracy
 LW0250;SPC RI       -    54,010.      118,560.      MT  (+/- 180 meters Scaled)
 LW0250
 LW0250                          SUPERSEDED SURVEY CONTROL
 LW0250
 LW0250  NGVD 29 (??/??/92)   32.898  (m)          107.93   (f) ADJ UNCH    2 0
 LW0250
 LW0250.Superseded values are not recommended for survey control.
 LW0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0250.See file dsdata.txt to determine how the superseded data were derived.
 LW0250
 LW0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG101044(NAD 83)
 LW0250_MARKER: DB = BENCH MARK DISK
 LW0250_SETTING: 66 = SET IN ROCK OUTCROP
 LW0250_SP_SET: BEDROCK
 LW0250_STAMPING: G 28 1969
 LW0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0250+STABILITY: POSITION/ELEVATION WELL
 LW0250
 LW0250  HISTORY     - Date     Condition        Report By
 LW0250  HISTORY     - 1969     MONUMENTED       CGS
 LW0250
 LW0250                          STATION DESCRIPTION
 LW0250
 LW0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0250'5.6 MI N FROM NEWPORT.
 LW0250'ABOUT 5.6 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0250'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, 1.0 MILE SOUTH OF THE
 LW0250'MELVILLE ELEMENTARY SCHOOL, SET IN THE TOP OF THE SOUTHWEST EDGE
 LW0250'OF A 9-BY-2-FOOT EXPOSED PORTION OF A MASS OF BEDROCK, 210 FEET
 LW0250'SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING NORTHEAST TO THE
 LW0250'RAYTHEON SUBMARINE SIGNAL DIVISION, 92 FEET NORTHWEST OF THE
 LW0250'CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF THE SOUTH EDGE OF A
 LW0250'GROUP OF OUTCROPPING ROCKS, 3.5 FEET NORTHEAST OF THE SOUTHWEST
 LW0250'EDGE OF THE ROCK AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0575 ***********************************************************************
 LW0575  DESIGNATION -  G 29
 LW0575  PID         -  LW0575
 LW0575  STATE/COUNTY-  RI/PROVIDENCE
 LW0575  USGS QUAD   -  PAWTUCKET (1975)
 LW0575
 LW0575                         *CURRENT SURVEY CONTROL
 LW0575  ___________________________________________________________________
 LW0575* NAD 83(1986)-  41 59 50.     (N)    071 29 52.     (W)     SCALED    
 LW0575* NAVD 88     -        53.028  (meters)     173.98   (feet)  ADJUSTED  
 LW0575  ___________________________________________________________________
 LW0575  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LW0575  DYNAMIC HT  -          53.012 (meters)     173.92  (feet)  COMP
 LW0575  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 LW0575
 LW0575  VERT ORDER  -  SECOND    CLASS 0
 LW0575
 LW0575.The horizontal coordinates were scaled from a topographic map and have
 LW0575.an estimated accuracy of +/- 6 seconds.
 LW0575
 LW0575.The orthometric height was determined by differential leveling
 LW0575.and adjusted by the National Geodetic Survey in June 1991..
 LW0575
 LW0575.The geoid height was determined by GEOID03.
 LW0575
 LW0575.The dynamic height is computed by dividing the NAVD 88
 LW0575.geopotential number by the normal gravity value computed on the
 LW0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0575.degrees latitude (g = 980.6199 gals.).
 LW0575
 LW0575.The modeled gravity was interpolated from observed gravity values.
 LW0575
 LW0575;                    North         East    Units  Estimated Accuracy
 LW0575;SPC RI       -   101,500.      100,180.      MT  (+/- 180 meters Scaled)
 LW0575
 LW0575                          SUPERSEDED SURVEY CONTROL
 LW0575
 LW0575  NGVD 29 (??/??/92)   53.266  (m)          174.76   (f) ADJ UNCH    2 0
 LW0575
 LW0575.Superseded values are not recommended for survey control.
 LW0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0575.See file dsdata.txt to determine how the superseded data were derived.
 LW0575
 LW0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG931524(NAD 83)
 LW0575_MARKER: DB = BENCH MARK DISK
 LW0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0575_SP_SET: CULVERT
 LW0575_STAMPING: G 29 1969
 LW0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0575
 LW0575  HISTORY     - Date     Condition        Report By
 LW0575  HISTORY     - 1969     MONUMENTED       CGS
 LW0575  HISTORY     - 1985     GOOD             LOCSUR
 LW0575  HISTORY     - 1985     GOOD             LOCSUR
 LW0575
 LW0575                          STATION DESCRIPTION
 LW0575
 LW0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0575'AT WOONSOCKET.
 LW0575'AT WOONSOCKET, ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 126
 LW0575'(MANVILLE ROAD) FROM THE JUNCTION OF STATE HIGHWAY 122, AT THE
 LW0575'JUNCTION OF THE HIGHWAY AND CIRCLE STREET, SET IN THE TOP OF THE
 LW0575'WEST END OF THE NORTH CONCRETE HEAD WALL FOR A 12-FOOT BOX CULVERT
 LW0575'UNDER CIRCLE STREET, 27 FEET NORTH OF THE CENTER LINE OF CIRCLE
 LW0575'STREET, 10 FEET EAST OF THE EAST CURB OF THE HIGHWAY, 1.5 FEET
 LW0575'EAST OF THE WEST END OF THE HEAD WALL AND 2 FEET ABOVE THE LEVEL
 LW0575'OF THE STREET.
 LW0575
 LW0575                          STATION RECOVERY (1985)
 LW0575
 LW0575'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0575'RECOVERED IN GOOD CONDITION.
 LW0575
 LW0575                          STATION RECOVERY (1985)
 LW0575
 LW0575'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0916 ***********************************************************************
 LW0916  DESIGNATION -  G 3
 LW0916  PID         -  LW0916
 LW0916  STATE/COUNTY-  RI/WASHINGTON
 LW0916  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0916
 LW0916                         *CURRENT SURVEY CONTROL
 LW0916  ___________________________________________________________________
 LW0916* NAD 83(1986)-  41 09 45.     (N)    071 36 09.     (W)     SCALED    
 LW0916* LOCAL TIDAL -        18.296  (meters)      60.03   (feet)  ADJ UNCH  
 LW0916  ___________________________________________________________________
 LW0916  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW0916
 LW0916  VERT ORDER  -  SECOND    CLASS 0
 LW0916
 LW0916.The horizontal coordinates were scaled from a topographic map and have
 LW0916.an estimated accuracy of +/- 6 seconds.
 LW0916
 LW0916.The orthometric height was key entered from printed documents
 LW0916.and not key verified.
 LW0916
 LW0916.The geoid height was determined by GEOID03.
 LW0916
 LW0916;                    North         East    Units  Estimated Accuracy
 LW0916;SPC RI       -     8,800.       91,400.      MT  (+/- 180 meters Scaled)
 LW0916
 LW0916                          SUPERSEDED SURVEY CONTROL
 LW0916
 LW0916.No superseded survey control is available for this station.
 LW0916
 LW0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF816600(NAD 83)
 LW0916_MARKER: DB = BENCH MARK DISK
 LW0916_SETTING: 80 = SET IN A BOULDER
 LW0916_SP_SET: BOULDER
 LW0916_STAMPING: G 3 1943
 LW0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0916+STABILITY: SURFACE MOTION
 LW0916
 LW0916  HISTORY     - Date     Condition        Report By
 LW0916  HISTORY     - 1943     MONUMENTED       CGS
 LW0916
 LW0916                          STATION DESCRIPTION
 LW0916
 LW0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0916'AT BLOCK ISLAND.
 LW0916'ON BLOCK ISLAND, NEWPORT COUNTY, 150 FEET SOUTHEAST OF A
 LW0916'TWO-AND-ONE-HALF-STORY GRAY HOUSE, ON A PAVED ROAD, 300 FEET
 LW0916'NORTHEAST OF A SOUTHEAST-TO-NORTHEAST CURVE, NEAR A Y-ROAD
 LW0916'JUNCTION, 27 FEET SOUTHEST OF THE CENTER LINE OF THE PAVED ROAD,
 LW0916'27 FEET SOUTH-SOUTHWEST OF POLE 8, 3 FEET NORTHWEST OF A STONE
 LW0916'FENCE, IN THE TOP OF A BOULDER, AND ABOUT 1-1/2 FEET BELOW THE
 LW0916'LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED G 3 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2973 ***********************************************************************
 LW2973  DESIGNATION -  G 3 1943
 LW2973  PID         -  LW2973
 LW2973  STATE/COUNTY-  RI/NEWPORT
 LW2973  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2973
 LW2973                         *CURRENT SURVEY CONTROL
 LW2973  ___________________________________________________________________
 LW2973* NAD 83(1996)-  41 27 16.83327(N)    071 23 49.83982(W)     ADJUSTED  
 LW2973* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 LW2973  ___________________________________________________________________
 LW2973  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW2973  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW2973
 LW2973  HORZ ORDER  -  SECOND
 LW2973
 LW2973.The horizontal coordinates were established by classical geodetic methods
 LW2973.and adjusted by the National Geodetic Survey in August 1998..
 LW2973
 LW2973.The orthometric height was scaled from a topographic map.
 LW2973
 LW2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2973
 LW2973.The geoid height was determined by GEOID03.
 LW2973
 LW2973;                    North         East     Units Scale Factor Converg.
 LW2973;SPC RI       -    41,245.822   108,591.196   MT  0.99999466   +0 04 05.1
 LW2973;SPC RI       -   135,320.67    356,269.62   sFT  0.99999466   +0 04 05.1
 LW2973;UTM  19      - 4,592,006.170   299,778.150   MT  1.00009338   -1 35 15.1
 LW2973
 LW2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2973!SPC RI       -   1.00000210  x   0.99999466  =   0.99999676
 LW2973!UTM  19      -   1.00000210  x   1.00009338  =   1.00009548
 LW2973
 LW2973                          SUPERSEDED SURVEY CONTROL
 LW2973
 LW2973  NAD 83(1996)-  41 27 16.83270(N)    071 23 49.83889(W) AD(       ) 2
 LW2973  NAD 83(1992)-  41 27 16.83176(N)    071 23 49.83917(W) AD(       ) 2
 LW2973  NAD 83(1992)-  41 27 16.83104(N)    071 23 49.83880(W) AD(       ) 2
 LW2973  NAD 83(1986)-  41 27 16.83109(N)    071 23 49.83695(W) AD(       ) 2
 LW2973  NAD 27      -  41 27 16.46400(N)    071 23 51.63500(W) AD(       ) 2
 LW2973
 LW2973.Superseded values are not recommended for survey control.
 LW2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2973.See file dsdata.txt to determine how the superseded data were derived.
 LW2973
 LW2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9977892006(NAD 83)
 LW2973_MARKER: Z = SEE DESCRIPTION
 LW2973_SETTING: 0 = UNSPECIFIED SETTING
 LW2973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2973
 LW2973  HISTORY     - Date     Condition        Report By
 LW2973  HISTORY     - 1943     MONUMENTED       CGS
 LW2973
 LW2973                          STATION DESCRIPTION
 LW2973
 LW2973'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2973'THE STATION IS THE PINTLE CENTER OF THE NEXT TO THE MOST W ONE OF
 LW2973'FOUR INSTRUMENTS INSIDE THE PRINCIPAL FIRE-CONTROL BUILDING IN
 LW2973'FORT BURNSIDE ON BEAVERTAIL POINT.  IT WAS LOCATED BY TRAVERSE
 LW2973'FROM STATION BC 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0394 ***********************************************************************
 LW0394  DESIGNATION -  G 30
 LW0394  PID         -  LW0394
 LW0394  STATE/COUNTY-  RI/KENT
 LW0394  USGS QUAD   -  EAST GREENWICH (1975)
 LW0394
 LW0394                         *CURRENT SURVEY CONTROL
 LW0394  ___________________________________________________________________
 LW0394* NAD 83(1986)-  41 42 58.     (N)    071 28 29.     (W)     SCALED    
 LW0394* NAVD 88     -        15.042  (meters)      49.35   (feet)  ADJUSTED  
 LW0394  ___________________________________________________________________
 LW0394  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW0394  DYNAMIC HT  -          15.037 (meters)      49.33  (feet)  COMP
 LW0394  MODELED GRAV-     980,289.7   (mgal)                       NAVD 88
 LW0394
 LW0394  VERT ORDER  -  SECOND    CLASS 0
 LW0394
 LW0394.The horizontal coordinates were scaled from a topographic map and have
 LW0394.an estimated accuracy of +/- 6 seconds.
 LW0394
 LW0394.The orthometric height was determined by differential leveling
 LW0394.and adjusted by the National Geodetic Survey in June 1991..
 LW0394
 LW0394.The geoid height was determined by GEOID03.
 LW0394
 LW0394.The dynamic height is computed by dividing the NAVD 88
 LW0394.geopotential number by the normal gravity value computed on the
 LW0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0394.degrees latitude (g = 980.6199 gals.).
 LW0394
 LW0394.The modeled gravity was interpolated from observed gravity values.
 LW0394
 LW0394;                    North         East    Units  Estimated Accuracy
 LW0394;SPC RI       -    70,280.      102,100.      MT  (+/- 180 meters Scaled)
 LW0394
 LW0394                          SUPERSEDED SURVEY CONTROL
 LW0394
 LW0394  NGVD 29 (??/??/92)   15.299  (m)           50.19   (f) ADJ UNCH    2 0
 LW0394
 LW0394.Superseded values are not recommended for survey control.
 LW0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0394.See file dsdata.txt to determine how the superseded data were derived.
 LW0394
 LW0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG941212(NAD 83)
 LW0394_MARKER: DB = BENCH MARK DISK
 LW0394_SETTING: 66 = SET IN ROCK OUTCROP
 LW0394_SP_SET: ROCK LEDGE
 LW0394_STAMPING: G 30 1969
 LW0394_MARK LOGO: CGS   
 LW0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0394+STABILITY: POSITION/ELEVATION WELL
 LW0394
 LW0394  HISTORY     - Date     Condition        Report By
 LW0394  HISTORY     - 1969     MONUMENTED       CGS
 LW0394  HISTORY     - 1985     GOOD             RIGS
 LW0394
 LW0394                          STATION DESCRIPTION
 LW0394
 LW0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0394'AT WARWICK.
 LW0394'AT WARWICK, BETWEEN THE TWO LANES OF INTERSTATE HIGHWAY 295,
 LW0394'NEAR THE EAST AVENUE OVERPASS OVER THE INTERSTATE HIGHWAY, SET
 LW0394'IN THE TOP OF A NARROW LEDGE OF ROCK LOCATED AT THE BASE OF A
 LW0394'LARGE ROCK CUT, 81 FEET EAST OF THE CENTER LINE OF THE SOUTHBOUND
 LW0394'LANE OF THE HIGHWAY, 80 FEET SOUTHWEST OF THE SOUTH LEG OF THE
 LW0394'EAST PIER UNDER THE OVERPASS, AT THE EAST SIDE OF A SMALL
 LW0394'RAVINE AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LW0394
 LW0394                          STATION RECOVERY (1985)
 LW0394
 LW0394'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0328 ***********************************************************************
 LW0328  DESIGNATION -  G 31
 LW0328  PID         -  LW0328
 LW0328  STATE/COUNTY-  RI/PROVIDENCE
 LW0328  USGS QUAD   -  PROVIDENCE (1975)
 LW0328
 LW0328                         *CURRENT SURVEY CONTROL
 LW0328  ___________________________________________________________________
 LW0328* NAD 83(1986)-  41 51 52.     (N)    071 24 13.     (W)     SCALED    
 LW0328* NAVD 88     -        13.105  (meters)      43.00   (feet)  ADJUSTED  
 LW0328  ___________________________________________________________________
 LW0328  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW0328  DYNAMIC HT  -          13.101 (meters)      42.98  (feet)  COMP
 LW0328  MODELED GRAV-     980,325.0   (mgal)                       NAVD 88
 LW0328
 LW0328  VERT ORDER  -  SECOND    CLASS 0
 LW0328
 LW0328.The horizontal coordinates were scaled from a topographic map and have
 LW0328.an estimated accuracy of +/- 6 seconds.
 LW0328
 LW0328.The orthometric height was determined by differential leveling
 LW0328.and adjusted by the National Geodetic Survey in June 1991..
 LW0328
 LW0328.The geoid height was determined by GEOID03.
 LW0328
 LW0328.The dynamic height is computed by dividing the NAVD 88
 LW0328.geopotential number by the normal gravity value computed on the
 LW0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0328.degrees latitude (g = 980.6199 gals.).
 LW0328
 LW0328.The modeled gravity was interpolated from observed gravity values.
 LW0328
 LW0328;                    North         East    Units  Estimated Accuracy
 LW0328;SPC RI       -    86,760.      108,000.      MT  (+/- 180 meters Scaled)
 LW0328
 LW0328                          SUPERSEDED SURVEY CONTROL
 LW0328
 LW0328  NGVD 29 (??/??/92)   13.351  (m)           43.80   (f) ADJ UNCH    2 0
 LW0328
 LW0328.Superseded values are not recommended for survey control.
 LW0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0328.See file dsdata.txt to determine how the superseded data were derived.
 LW0328
 LW0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG005375(NAD 83)
 LW0328_MARKER: DB = BENCH MARK DISK
 LW0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0328_SP_SET: CULVERT
 LW0328_STAMPING: G 31 1969
 LW0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0328
 LW0328  HISTORY     - Date     Condition        Report By
 LW0328  HISTORY     - 1969     MONUMENTED       CGS
 LW0328
 LW0328                          STATION DESCRIPTION
 LW0328
 LW0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0328'AT PAWTUCKET.
 LW0328'AT PAWTUCKET, ABOUT 1.9 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY
 LW0328'95 FROM THE EXCHANGE STREET OVERPASS OVER I 95, ABOUT 2.4 MILES
 LW0328'NORTHEAST OF THE SMITH STREET OVERPASS OVER I-95 AT PROVIDENCE,
 LW0328'ABOUT 0.6 MILE NORTHEAST OF THE STATE HIGHWAY 126 OVER I-95, SET
 LW0328'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEAD WALL FOR
 LW0328'A 20-FOOT CONCRETE ARCHED CULVERT UNDER BOTH LANES OF THE
 LW0328'HIGHWAY, 61.7 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE
 LW0328'NORTHBOUND LANE OF THE HIGHWAY, 1.3 FEET SOUTHEAST OF THE
 LW0328'NORTHWEST END OF THE HEAD WALL AND 15 FEET BELOW THE LEVEL OF
 LW0328'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0477 ***********************************************************************
 LW0477  DESIGNATION -  G 32
 LW0477  PID         -  LW0477
 LW0477  STATE/COUNTY-  RI/NEWPORT
 LW0477  USGS QUAD   -  WICKFORD (1995)
 LW0477
 LW0477                         *CURRENT SURVEY CONTROL
 LW0477  ___________________________________________________________________
 LW0477* NAD 83(1986)-  41 31 33.     (N)    071 23 29.     (W)     SCALED    
 LW0477* NAVD 88     -        16.855  (meters)      55.30   (feet)  ADJUSTED  
 LW0477  ___________________________________________________________________
 LW0477  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LW0477  DYNAMIC HT  -          16.850 (meters)      55.28  (feet)  COMP
 LW0477  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 LW0477
 LW0477  VERT ORDER  -  SECOND    CLASS 0
 LW0477
 LW0477.The horizontal coordinates were scaled from a topographic map and have
 LW0477.an estimated accuracy of +/- 6 seconds.
 LW0477
 LW0477.The orthometric height was determined by differential leveling
 LW0477.and adjusted by the National Geodetic Survey in June 1991..
 LW0477
 LW0477.The geoid height was determined by GEOID03.
 LW0477
 LW0477.The dynamic height is computed by dividing the NAVD 88
 LW0477.geopotential number by the normal gravity value computed on the
 LW0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0477.degrees latitude (g = 980.6199 gals.).
 LW0477
 LW0477.The modeled gravity was interpolated from observed gravity values.
 LW0477
 LW0477;                    North         East    Units  Estimated Accuracy
 LW0477;SPC RI       -    49,150.      109,070.      MT  (+/- 180 meters Scaled)
 LW0477
 LW0477                          SUPERSEDED SURVEY CONTROL
 LW0477
 LW0477  NGVD 29 (??/??/92)   17.129  (m)           56.20   (f) ADJ UNCH    2 0
 LW0477
 LW0477.Superseded values are not recommended for survey control.
 LW0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0477.See file dsdata.txt to determine how the superseded data were derived.
 LW0477
 LW0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF004998(NAD 83)
 LW0477_MARKER: DB = BENCH MARK DISK
 LW0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0477_SP_SET: BRIDGE
 LW0477_STAMPING: G 32 1969
 LW0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0477
 LW0477  HISTORY     - Date     Condition        Report By
 LW0477  HISTORY     - 1969     MONUMENTED       CGS
 LW0477  HISTORY     - 1988     GOOD             USPSQD
 LW0477
 LW0477                          STATION DESCRIPTION
 LW0477
 LW0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0477'AT JAMESTOWN.
 LW0477'AT JAMESTOWN, AT THE EAST END OF THE LARGE JAMESTOWN BRIDGE OVER
 LW0477'WEST NARRAGANSETT BAY PASSAGE, ALONG STATE HIGHWAY 138, SET ON
 LW0477'THE TOP OF THE WEST END OF THE CONCRETE RETAINING WALL OR WING
 LW0477'WALL AT THE EAST END OF THE SOUTH CONCRETE BANNISTER OF THE
 LW0477'BRIDGE, 15.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LW0477'0.8 FOOT EAST OF THE EAST FACE OF THE SOUTH CONCRETE BANNISTER
 LW0477'OF THE BRIDGE AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0477
 LW0477                          STATION RECOVERY (1988)
 LW0477
 LW0477'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0420 ***********************************************************************
 LW0420  SACS        -  This is a Secondary Airport Control Station.
 LW0420  DESIGNATION -  G 33
 LW0420  PID         -  LW0420
 LW0420  STATE/COUNTY-  RI/PROVIDENCE
 LW0420  USGS QUAD   -  PAWTUCKET (1975)
 LW0420
 LW0420                         *CURRENT SURVEY CONTROL
 LW0420  ___________________________________________________________________
 LW0420* NAD 83(1996)-  41 55 04.81710(N)    071 29 28.71102(W)     ADJUSTED  
 LW0420* NAVD 88     -       130.920  (meters)     429.53   (feet)  ADJUSTED  
 LW0420  ___________________________________________________________________
 LW0420  X           -   1,508,884.721 (meters)                     COMP
 LW0420  Y           -  -4,507,308.739 (meters)                     COMP
 LW0420  Z           -   4,238,899.157 (meters)                     COMP
 LW0420  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 LW0420  ELLIP HEIGHT-         101.50  (meters)          (06/04/02) GPS OBS
 LW0420  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW0420  DYNAMIC HT  -         130.879 (meters)     429.39  (feet)  COMP
 LW0420  MODELED GRAV-     980,307.0   (mgal)                       NAVD 88
 LW0420
 LW0420  HORZ ORDER  -  FIRST
 LW0420  VERT ORDER  -  SECOND    CLASS 0
 LW0420  ELLP ORDER  -  FOURTH    CLASS I
 LW0420
 LW0420.This mark is at North Central State Airport (SFZ)
 LW0420
 LW0420.The horizontal coordinates were established by GPS observations
 LW0420.and adjusted by the National Geodetic Survey in May 2000..
 LW0420
 LW0420.The orthometric height was determined by differential leveling
 LW0420.and adjusted by the National Geodetic Survey in June 1991..
 LW0420
 LW0420.Photographs are available for this station.
 LW0420
 LW0420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW0420
 LW0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0420
 LW0420.The ellipsoidal height was determined by GPS observations
 LW0420.and is referenced to NAD 83.
 LW0420
 LW0420.The geoid height was determined by GEOID03.
 LW0420
 LW0420.The dynamic height is computed by dividing the NAVD 88
 LW0420.geopotential number by the normal gravity value computed on the
 LW0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0420.degrees latitude (g = 980.6199 gals.).
 LW0420
 LW0420.The modeled gravity was interpolated from observed gravity values.
 LW0420
 LW0420;                    North         East     Units Scale Factor Converg.
 LW0420;SPC RI       -    92,701.070   100,721.007   MT  0.99999376   +0 00 20.9
 LW0420;SPC RI       -   304,136.76    330,448.84   sFT  0.99999376   +0 00 20.9
 LW0420;UTM  19      - 4,643,674.113   293,403.977   MT  1.00012524   -1 39 53.8
 LW0420
 LW0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0420!SPC RI       -   0.99998408  x   0.99999376  =   0.99997784
 LW0420!UTM  19      -   0.99998408  x   1.00012524  =   1.00010932
 LW0420
 LW0420:                Primary Azimuth Mark                     Grid Az
 LW0420:SPC RI       -  NORTH CENTRAL CBL 900                    348 17 28.2
 LW0420:UTM  19      -  NORTH CENTRAL CBL 900                    349 57 42.9
 LW0420
 LW0420|---------------------------------------------------------------------|
 LW0420| PID    Reference Object                     Distance      Geod. Az  |
 LW0420|                                                           dddmmss.s |
 LW0420| LW1769 NORTH CENTRAL CBL 900               431.117 METERS 3481749.1 |
 LW0420|---------------------------------------------------------------------|
 LW0420
 LW0420                          SUPERSEDED SURVEY CONTROL
 LW0420
 LW0420  ELLIP H (05/22/00)  101.54   (m)                       GP(       ) 4 1
 LW0420  NAVD 88 (05/22/00)  130.92   (m)          429.5    (f) LEVELING    3  
 LW0420  NGVD 29 (??/??/92)  131.163  (m)          430.32   (f) ADJ UNCH    2 0
 LW0420
 LW0420.Superseded values are not recommended for survey control.
 LW0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0420.See file dsdata.txt to determine how the superseded data were derived.
 LW0420
 LW0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9340443674(NAD 83)
 LW0420_MARKER: DB = BENCH MARK DISK
 LW0420_SETTING: 80 = SET IN A BOULDER
 LW0420_STAMPING: G 33 1969
 LW0420_MARK LOGO: CGS   
 LW0420_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0420+STABILITY: SURFACE MOTION
 LW0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0420+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1999
 LW0420
 LW0420  HISTORY     - Date     Condition        Report By
 LW0420  HISTORY     - 1969     MONUMENTED       CGS
 LW0420  HISTORY     - 1985     GOOD             RIGS
 LW0420  HISTORY     - 19990925 GOOD             WOOLPT
 LW0420
 LW0420                          STATION DESCRIPTION
 LW0420
 LW0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0420'9.5 MI NW FROM PROVIDENCE.
 LW0420'ABOUT 7.4 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0420'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0420'AT PROVIDENCE, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY 116,
 LW0420'THENCE 1.1 MILE SOUTH ALONG STATE HIGHWAY 123, THENCE 0.2
 LW0420'MILE SOUTHWEST ALONG A DRIVEWAY, AT THE NORTH CENTRAL STATE
 LW0420'AIRPORT, 0.1 MILE SOUTHWEST ALONG A BLACK TOP DRIVEWAY FROM
 LW0420'THE ADMINISTRATION BUILDING, ABOUT 0.1 MILE SOUTH OF THE
 LW0420'INTERSECTION OF THE TWO AIRPORT RUNWAYS, ALONG THE EAST SIDE
 LW0420'OF THE NORTH-SOUTH RUNWAY, SET IN THE TOP OF A ROCK WHICH IS
 LW0420'4 1/2 FEET LONG-1 1/2 FEET WIDE AND PROJECTS 3 INCHES ABOVE
 LW0420'THE GROUND, 69 FEET EAST OF THE EAST EDGE OF THE RUNWAY, 78
 LW0420'FEET WEST OF THE NORTH END OF A CONCRETE HEAD WALL FOR A 40-INCH
 LW0420'PIPE CULVERT UNDER THE RUNWAY, ABOUT 4 FEET SOUTHEAST OF THE
 LW0420'EXTENDED CENTER LINE OF THE DRIVEWAY AND ABOUT LEVEL WITH THE
 LW0420'RUNWAY.
 LW0420
 LW0420                          STATION RECOVERY (1985)
 LW0420
 LW0420'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0420'RECOVERED IN GOOD CONDITION.
 LW0420
 LW0420                          STATION RECOVERY (1999)
 LW0420
 LW0420'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LW0420'RECOVERED AS DESCRIBED.
 LW0420'ADDITIONAL TIES-- THE STATION IS LOCATED 38.40 M (125.98 FT) FROM
 LW0420'RUNWAY LIGHT NO.  1 ON A MAGNETIC COMPASS AZIMUTH OF 123 DEGREES,
 LW0420'37.95 M (124.51 FT) FROM THE CENTERLINE OF RUNWAY 33 ON A MAGNETIC
 LW0420'COMPASS AZIMUTH OF 62 DEGREES, 36.27 M (119.00 FT) FROM THE HEADWAY
 LW0420'ACROSS TAXIWAY A ON A MAGNETIC COMPASS AZIMUTH OF 245 DEGREES, 35.04 M
 LW0420'(114.96 FT) FROM RUNWAY LIGHT NO.  2 ON A MAGNETIC COMPASS AZIMUTH OF
 LW0420'14 DEGREES, 17.31 M (56.79 FT) FROM TAXIWAY LIGHT 1 ON A MAGNETIC
 LW0420'COMPASS AZIMUTH OF 226 DEGREES.  THIS STATION IS DESIGNATED AS A
 LW0420'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0703 ***********************************************************************
 LW0703  DESIGNATION -  G 34
 LW0703  PID         -  LW0703
 LW0703  STATE/COUNTY-  RI/NEWPORT
 LW0703  USGS QUAD   -  NEWPORT (1975)
 LW0703
 LW0703                         *CURRENT SURVEY CONTROL
 LW0703  ___________________________________________________________________
 LW0703* NAD 83(1986)-  41 29 17.     (N)    071 21 59.     (W)     SCALED    
 LW0703* NAVD 88     -        22.391  (meters)      73.46   (feet)  ADJUSTED  
 LW0703  ___________________________________________________________________
 LW0703  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW0703  DYNAMIC HT  -          22.383 (meters)      73.43  (feet)  COMP
 LW0703  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 LW0703
 LW0703  VERT ORDER  -  SECOND    CLASS 0
 LW0703
 LW0703.The horizontal coordinates were scaled from a topographic map and have
 LW0703.an estimated accuracy of +/- 6 seconds.
 LW0703
 LW0703.The orthometric height was determined by differential leveling
 LW0703.and adjusted by the National Geodetic Survey in June 1991..
 LW0703
 LW0703.The geoid height was determined by GEOID03.
 LW0703
 LW0703.The dynamic height is computed by dividing the NAVD 88
 LW0703.geopotential number by the normal gravity value computed on the
 LW0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0703.degrees latitude (g = 980.6199 gals.).
 LW0703
 LW0703.The modeled gravity was interpolated from observed gravity values.
 LW0703
 LW0703;                    North         East    Units  Estimated Accuracy
 LW0703;SPC RI       -    44,960.      111,160.      MT  (+/- 180 meters Scaled)
 LW0703
 LW0703                          SUPERSEDED SURVEY CONTROL
 LW0703
 LW0703  NGVD 29 (??/??/92)   22.664  (m)           74.36   (f) ADJ UNCH    2 0
 LW0703
 LW0703.Superseded values are not recommended for survey control.
 LW0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0703.See file dsdata.txt to determine how the superseded data were derived.
 LW0703
 LW0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF024956(NAD 83)
 LW0703_MARKER: DB = BENCH MARK DISK
 LW0703_SETTING: 66 = SET IN ROCK OUTCROP
 LW0703_SP_SET: BEDROCK
 LW0703_STAMPING: G 34 1969
 LW0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0703+STABILITY: POSITION/ELEVATION WELL
 LW0703
 LW0703  HISTORY     - Date     Condition        Report By
 LW0703  HISTORY     - 1969     MONUMENTED       CGS
 LW0703
 LW0703                          STATION DESCRIPTION
 LW0703
 LW0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0703'0.6 MI S FROM JAMESTOWN.
 LW0703'0.6 MILE SOUTH ALONG CANONICUS AND WOLCOTT AVENUE FROM THE JUNCTION
 LW0703'OF NARRAGANSETT AVENUE AT JAMESTOWN, 0.1 MILE SOUTH OF THE
 LW0703'JUNCTION OF HAMILTON AVENUE LEADING WEST, ON PRIVATE PROPERTY,
 LW0703'NEAR THE RESIDENCE OF MR. A TAILLON, SET IN THE TOP AND 20 FEET
 LW0703'NORTH OF THE SOUTH EDGE OF A LARGE MASS OF EXPOSED BEDROCK, 281
 LW0703'FEET EAST OF THE CENTER LINE OF WOLCOTT AVENUE, 36 FEET SOUTH OF
 LW0703'THE SOUTHWEST CORNER OF MR. TAILLON RESIDENCE, 3 FEET EAST OF THE
 LW0703'WEST EDGE OF THE ROCK, 0.4 MILE NORTH OF THE INTERSECTION OF
 LW0703'OCEAN STREET AND 3 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2968 ***********************************************************************
 LW2968  DESIGNATION -  G 4 1943
 LW2968  PID         -  LW2968
 LW2968  STATE/COUNTY-  RI/NEWPORT
 LW2968  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2968
 LW2968                         *CURRENT SURVEY CONTROL
 LW2968  ___________________________________________________________________
 LW2968* NAD 83(1996)-  41 27 16.91599(N)    071 23 49.60533(W)     ADJUSTED  
 LW2968* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 LW2968  ___________________________________________________________________
 LW2968  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW2968  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW2968
 LW2968  HORZ ORDER  -  SECOND
 LW2968
 LW2968.The horizontal coordinates were established by classical geodetic methods
 LW2968.and adjusted by the National Geodetic Survey in August 1998..
 LW2968
 LW2968.The orthometric height was scaled from a topographic map.
 LW2968
 LW2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2968
 LW2968.The geoid height was determined by GEOID03.
 LW2968
 LW2968;                    North         East     Units Scale Factor Converg.
 LW2968;SPC RI       -    41,248.381   108,596.635   MT  0.99999466   +0 04 05.2
 LW2968;SPC RI       -   135,329.06    356,287.46   sFT  0.99999466   +0 04 05.2
 LW2968;UTM  19      - 4,592,008.570   299,783.662   MT  1.00009335   -1 35 14.9
 LW2968
 LW2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2968!SPC RI       -   1.00000210  x   0.99999466  =   0.99999676
 LW2968!UTM  19      -   1.00000210  x   1.00009335  =   1.00009545
 LW2968
 LW2968                          SUPERSEDED SURVEY CONTROL
 LW2968
 LW2968  NAD 83(1996)-  41 27 16.91541(N)    071 23 49.60440(W) AD(       ) 2
 LW2968  NAD 83(1992)-  41 27 16.91448(N)    071 23 49.60468(W) AD(       ) 2
 LW2968  NAD 83(1992)-  41 27 16.91375(N)    071 23 49.60431(W) AD(       ) 2
 LW2968  NAD 83(1986)-  41 27 16.91381(N)    071 23 49.60246(W) AD(       ) 2
 LW2968  NAD 27      -  41 27 16.54700(N)    071 23 51.40000(W) AD(       ) 2
 LW2968
 LW2968.Superseded values are not recommended for survey control.
 LW2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2968.See file dsdata.txt to determine how the superseded data were derived.
 LW2968
 LW2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9978492009(NAD 83)
 LW2968_MARKER: Z = SEE DESCRIPTION
 LW2968_SETTING: 0 = UNSPECIFIED SETTING
 LW2968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2968
 LW2968  HISTORY     - Date     Condition        Report By
 LW2968  HISTORY     - 1943     MONUMENTED       CGS
 LW2968
 LW2968                          STATION DESCRIPTION
 LW2968
 LW2968'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2968'THE STATION IS THE PINTLE CENTER OF THE MOST E ONE OF FOUR
 LW2968'INSTRUMENTS INSIDE THE PRINCIPAL FIRE-CONTROL BUILDING IN FORT
 LW2968'BURNSIDE ON BEAVERTAIL POINT.  IT WAS LOCATED BY TRAVERSE FROM
 LW2968'STATION BC 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2831 ***********************************************************************
 LW2831  DESIGNATION -  G 5 1943
 LW2831  PID         -  LW2831
 LW2831  STATE/COUNTY-  RI/BRISTOL
 LW2831  USGS QUAD   -  SAKONNET POINT (1970)
 LW2831
 LW2831                         *CURRENT SURVEY CONTROL
 LW2831  ___________________________________________________________________
 LW2831* NAD 83(1996)-  41 27 39.97157(N)    071 10 11.84119(W)     ADJUSTED  
 LW2831* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW2831  ___________________________________________________________________
 LW2831  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW2831  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2831
 LW2831  HORZ ORDER  -  SECOND
 LW2831
 LW2831.The horizontal coordinates were established by classical geodetic methods
 LW2831.and adjusted by the National Geodetic Survey in August 1998..
 LW2831
 LW2831.The orthometric height was scaled from a topographic map.
 LW2831
 LW2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2831
 LW2831.The geoid height was determined by GEOID03.
 LW2831
 LW2831;                    North         East     Units Scale Factor Converg.
 LW2831;SPC RI       -    42,007.132   127,573.749   MT  1.00000310   +0 13 06.7
 LW2831;SPC RI       -   137,818.40    418,548.21   sFT  1.00000310   +0 13 06.7
 LW2831;UTM  19      - 4,592,218.725   318,775.722   MT  1.00000419   -1 26 13.7
 LW2831
 LW2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2831!SPC RI       -   1.00000393  x   1.00000310  =   1.00000703
 LW2831!UTM  19      -   1.00000393  x   1.00000419  =   1.00000812
 LW2831
 LW2831                          SUPERSEDED SURVEY CONTROL
 LW2831
 LW2831  NAD 83(1996)-  41 27 39.97168(N)    071 10 11.84076(W) AD(       ) 2
 LW2831  NAD 83(1992)-  41 27 39.96965(N)    071 10 11.84061(W) AD(       ) 2
 LW2831  NAD 83(1992)-  41 27 39.96959(N)    071 10 11.84027(W) AD(       ) 2
 LW2831  NAD 83(1986)-  41 27 39.97005(N)    071 10 11.83821(W) AD(       ) 2
 LW2831  NAD 27      -  41 27 39.59700(N)    071 10 13.67500(W) AD(       ) 2
 LW2831
 LW2831.Superseded values are not recommended for survey control.
 LW2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2831.See file dsdata.txt to determine how the superseded data were derived.
 LW2831
 LW2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1877692219(NAD 83)
 LW2831_MARKER: Z = SEE DESCRIPTION
 LW2831_SETTING: 0 = UNSPECIFIED SETTING
 LW2831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2831
 LW2831  HISTORY     - Date     Condition        Report By
 LW2831  HISTORY     - 1943     MONUMENTED       CGS
 LW2831
 LW2831                          STATION DESCRIPTION
 LW2831
 LW2831'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2831'THE STATION IS THE PINTLE CENTER OF THE W ONE OF TWO INSTRUMENTS
 LW2831'ON THE GROUND FLOOR OF THE MOST SE BUILDING ON WARREN POINT.
 LW2831'
 LW2831'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION DIMON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0109 ***********************************************************************
 LW0109  DESIGNATION -  GAGING STATION
 LW0109  PID         -  LW0109
 LW0109  STATE/COUNTY-  RI/WASHINGTON
 LW0109  USGS QUAD   -  EAST GREENWICH (1975)
 LW0109
 LW0109                         *CURRENT SURVEY CONTROL
 LW0109  ___________________________________________________________________
 LW0109* NAD 83(1986)-  41 38 27.     (N)    071 26 41.     (W)     SCALED    
 LW0109* NAVD 88     -         2.868  (meters)       9.41   (feet)  ADJUSTED  
 LW0109  ___________________________________________________________________
 LW0109  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW0109  DYNAMIC HT  -           2.867 (meters)       9.41  (feet)  COMP
 LW0109  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 LW0109
 LW0109  VERT ORDER  -  FIRST     CLASS I
 LW0109
 LW0109.The horizontal coordinates were scaled from a topographic map and have
 LW0109.an estimated accuracy of +/- 6 seconds.
 LW0109
 LW0109.The orthometric height was determined by differential leveling
 LW0109.and adjusted by the National Geodetic Survey in June 1991..
 LW0109
 LW0109.The geoid height was determined by GEOID03.
 LW0109
 LW0109.The dynamic height is computed by dividing the NAVD 88
 LW0109.geopotential number by the normal gravity value computed on the
 LW0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0109.degrees latitude (g = 980.6199 gals.).
 LW0109
 LW0109.The modeled gravity was interpolated from observed gravity values.
 LW0109
 LW0109;                    North         East    Units  Estimated Accuracy
 LW0109;SPC RI       -    61,920.      104,610.      MT  (+/- 180 meters Scaled)
 LW0109
 LW0109                          SUPERSEDED SURVEY CONTROL
 LW0109
 LW0109  NGVD 29 (??/??/92)    3.129  (m)           10.27   (f) ADJ UNCH    1 1
 LW0109
 LW0109.Superseded values are not recommended for survey control.
 LW0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0109.See file dsdata.txt to determine how the superseded data were derived.
 LW0109
 LW0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG963127(NAD 83)
 LW0109_MARKER: Z = SEE DESCRIPTION
 LW0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0109_SP_SET: DAM RETAINING WALL
 LW0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0109
 LW0109  HISTORY     - Date     Condition        Report By
 LW0109  HISTORY     - UNK      MONUMENTED       USGS
 LW0109  HISTORY     - 1965     GOOD             NGS
 LW0109
 LW0109                          STATION DESCRIPTION
 LW0109
 LW0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0109'2 MI SE FROM EAST GREENWICH.
 LW0109'1.1 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LW0109'EAST GREENWICH, THENCE 0.9 MILE SOUTH ALONG FORGE ROAD, 39 FEET
 LW0109'SOUTH OF THE SOUTHEAST CORNER OF A 45-FOOT CONCRETE BRIDGE OVER
 LW0109'POTOWAMUT RIVER, SET ON THE TOP OF THE CONCRETE RETAINING WALL OF
 LW0109'A DAM, 55 FEET SOUTH OF THE CENTER LINE OF FORGE ROAD, 1.2
 LW0109'FEET NORTH OF THE SOUTH END OF WALL AND 1 FOOT BELOW THE LEVEL
 LW0109'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5587 ***********************************************************************
 LW5587  CBN         -  This is a Cooperative Base Network Control Station.
 LW5587  DESIGNATION -  GALILEE CBL 0 ZERO
 LW5587  PID         -  LW5587
 LW5587  STATE/COUNTY-  RI/WASHINGTON
 LW5587  USGS QUAD   -  KINGSTON (1975)
 LW5587
 LW5587                         *CURRENT SURVEY CONTROL
 LW5587  ___________________________________________________________________
 LW5587* NAD 83(1996)-  41 22 50.98402(N)    071 30 23.54407(W)     ADJUSTED  
 LW5587* NAVD 88     -         3.7    (meters)      12.     (feet)  GPS OBS   
 LW5587  ___________________________________________________________________
 LW5587  X           -   1,520,232.873 (meters)                     COMP
 LW5587  Y           -  -4,545,221.225 (meters)                     COMP
 LW5587  Z           -   4,194,232.761 (meters)                     COMP
 LW5587  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 LW5587  ELLIP HEIGHT-         -26.67  (meters)          (06/22/01) GPS OBS
 LW5587  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW5587
 LW5587  HORZ ORDER  -  A
 LW5587  ELLP ORDER  -  FOURTH    CLASS I
 LW5587
 LW5587.The horizontal coordinates were established by GPS observations
 LW5587.and adjusted by the National Geodetic Survey in June 2001..
 LW5587
 LW5587.The orthometric height was determined by GPS observations and a
 LW5587.high-resolution geoid model.
 LW5587
 LW5587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5587
 LW5587.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5587
 LW5587.The ellipsoidal height was determined by GPS observations
 LW5587.and is referenced to NAD 83.
 LW5587
 LW5587.The geoid height was determined by GEOID03.
 LW5587
 LW5587;                    North         East     Units Scale Factor Converg.
 LW5587;SPC RI       -    33,039.194    99,452.937   MT  0.99999375   -0 00 15.6
 LW5587;SPC RI       -   108,396.09    326,288.51   sFT  0.99999375   -0 00 15.6
 LW5587;SPC MA M     -   792,299.053   199,452.897   MT  1.00006610   -0 00 15.8
 LW5587;SPC MA M     - 2,599,401.14    654,371.71   sFT  1.00006610   -0 00 15.8
 LW5587;UTM  19      - 4,584,065.820   290,405.615   MT  1.00014066   -1 39 27.3
 LW5587
 LW5587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5587!SPC RI       -   1.00000418  x   0.99999375  =   0.99999793
 LW5587!SPC MA M     -   1.00000418  x   1.00006610  =   1.00007028
 LW5587!UTM  19      -   1.00000418  x   1.00014066  =   1.00014484
 LW5587
 LW5587:                Primary Azimuth Mark                     Grid Az
 LW5587:SPC RI       -  GALILEE CBL 1050                         102 22 36.9
 LW5587:SPC MA M     -  GALILEE CBL 1050                         102 22 37.1
 LW5587:UTM  19      -  GALILEE CBL 1050                         104 01 48.6
 LW5587
 LW5587|---------------------------------------------------------------------|
 LW5587| PID    Reference Object                     Distance      Geod. Az  |
 LW5587|                                                           dddmmss.s |
 LW5587| LW5517 GALILEE CBL 1050                    APPROX. 1.1 KM 1022221.3 |
 LW5587|---------------------------------------------------------------------|
 LW5587
 LW5587                          SUPERSEDED SURVEY CONTROL
 LW5587
 LW5587  NAD 83(1996)-  41 22 50.98555(N)    071 30 23.54304(W) AD(       ) 3
 LW5587  ELLIP H (08/17/98)  -26.61   (m)                       GP(       ) 4 1
 LW5587  NAD 83(1996)-  41 22 50.98484(N)    071 30 23.54211(W) AD(       ) 3
 LW5587  NAD 83(1992)-  41 22 50.98407(N)    071 30 23.54228(W) AD(       ) 3
 LW5587  ELLIP H (01/17/96)  -26.66   (m)                       GP(       ) 4 2
 LW5587  NAD 83(1992)-  41 22 50.98339(N)    071 30 23.54226(W) AD(       ) 3
 LW5587  NAD 83(1986)-  41 22 50.98308(N)    071 30 23.54104(W) AD(       ) 3
 LW5587  NGVD 29 (07/30/91)    4.0    (m)           13.     (f) GPS OBS        
 LW5587
 LW5587.Superseded values are not recommended for survey control.
 LW5587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5587.See file dsdata.txt to determine how the superseded data were derived.
 LW5587
 LW5587_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9040684066(NAD 83)
 LW5587_MARKER: DH = HORIZONTAL CONTROL DISK
 LW5587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5587_SP_SET: CONCRETE POST
 LW5587_STAMPING: ZERO 1982
 LW5587_MARK LOGO: NGS   
 LW5587_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5587+STABILITY: SURFACE MOTION
 LW5587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5587+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 LW5587
 LW5587  HISTORY     - Date     Condition        Report By
 LW5587  HISTORY     - 1982     MONUMENTED       RIGS
 LW5587  HISTORY     - 19890707 GOOD             RIGS
 LW5587  HISTORY     - 20000828 GOOD             RIDT
 LW5587  HISTORY     - 20010815 GOOD             RIDT
 LW5587
 LW5587                          STATION DESCRIPTION
 LW5587
 LW5587'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1982
 LW5587'THE BASE LINE IS LOCATED ABOUT 6.44 KM (4.0 MI) SOUTH OF WAKEFIELD,
 LW5587'6.44 KM (4.0 MI) SOUTH-SOUTHWEST OF NARRAGANSETT, 2.41 KM (1.5 MI)
 LW5587'NORTHWEST OF POINT JUDITH AND 0.80 KM (0.5 MI) NORTHEAST OF GALILEE
 LW5587'ALONG THE MEDIAN OF GALILEE ROAD.
 LW5587' 
 LW5587'TO REACH THE 0 METER POINT FROM THE UNDERPASS AT THE JUNCTION OF
 LW5587'UNITED STATES HIGHWAY 1 AND STATE HIGHWAY 108 SOUTHEAST OF WAKEFIELD,
 LW5587'GO SOUTH ON STATE HIGHWAY 108 FOR 6.60 KM (4.1 MI) TO GALILEE ROAD,
 LW5587'TURN RIGHT, GO WEST ON GALILEE ROAD FOR 0.56 KM (0.35 MI) TO THE 1060
 LW5587'AND 1050 METER POINTS IN THE MEDIAN, CONTINUE WEST ON GALILEE ROAD FOR
 LW5587'0.64 KM (0.4 MI) TO THE 400 METER POINT IN THE MEDIAN, CONTINUE WEST
 LW5587'ON GALILEE ROAD FOR 0.24 KM (0.15 MI) TO THE 150 METER POINT IN THE
 LW5587'MEDIAN, CONTINUE WEST ON GALILEE ROAD FOR 0.16 KM (0.1 MI) TO THE 0
 LW5587'AND ZERO MINUS TEN METER POINTS IN THE MEDIAN.
 LW5587' 
 LW5587'THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST
 LW5587'END.  IT IS MADE UP OF THE 0, ZERO MINUS TEN, 150, 400, 1050, AND 1060
 LW5587'METER POINTS.  MEASUREMENTS WERE MADE TO THE PUNCH HOLES MADE IN THE
 LW5587'CROSSES ON TOP OF THE DISKS.
 LW5587' 
 LW5587'THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---ZERO 1982---SET
 LW5587'INTO THE TOP OF A ROUND CONCRETE MONUMENT 38 CM (15 IN) IN DIAMETER
 LW5587'FLUSH WITH GROUND LOCATED 10.00 M (32.8 FT) E FROM THE 0 MINUS TEN
 LW5587'METER POINT, 7.04 M (23.1 FT) N FROM THE CENTER LINE OF THE EAST BOUND
 LW5587'LANES, AND 6.80 M (22.3 FT) S FROM THE CENTER LINE OF THE WEST BOUND
 LW5587'LANES.
 LW5587' 
 LW5587'ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH
 LW5587'THEIR DESIGNATION AND SET ON A LINE IN THE MEDIAN OF GALILEE ROAD
 LW5587'ABOUT 23 FEET NORTH OF THE EAST BOUND LANES AND ABOUT 22 FEET SOUTH OF
 LW5587'THE WEST BOUND LANES OF GALILEE ROAD.  ALL OF THE METER POINTS HAVE AN
 LW5587'ORANGE ARROW PAINTED ON THE SOUTH SHOULDER OF THE WEST BOUND LANES OF
 LW5587'GALILEE ROAD.
 LW5587' 
 LW5587'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF RHODE
 LW5587'ISLAND.  FOR FURTHER INFORMATION CONTACT MR. TONY MOTTA, RHODE ISLAND
 LW5587'DEPARTMENT OF TRANSPORTATION, SURVEY SECTION, ROOM 244D, STATE OFFICE
 LW5587'BUILDING, PROVIDENCE, RHODE ISLAND 02903.  TELEPHONE (401) 277-2814
 LW5587
 LW5587                          STATION RECOVERY (1989)
 LW5587
 LW5587'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5587'THE STATION IS LOCATED ABOUT 0.64 KM (0.40 MI) NORTHEAST OF GALILEE
 LW5587'CENTER, OWNERSHIP-- STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5587'SURVEY,401 277-2814.
 LW5587'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF U S HIGHWAY 1 AND STATE
 LW5587'HIGHWAY 108 GO 6.60 KM (4.10 MI) SOUTH ON HIGHWAY 108 TO THE GALILEE
 LW5587'ESCAPE ROAD, TURN RIGHT AND GO 1.6 KM (1.00 MI) WEST TO THE STATION ON
 LW5587'THE LEFT IN THE MEDIAN.
 LW5587'THE STATION IS A STANDARD CALIBRATION BASE LINE DISK SET INTO THE TOP
 LW5587'OF A ROUND CONCRET MONUMENT 38 CM IN DIAMETER FLUSH WITH THE GROUND.
 LW5587'IT IS 10.0 M (32.8 FT) EAST FROM THE ZERO MINUS TEN METER POINT, 7.0 M
 LW5587'(23.0 FT) NORTH FROM THE CENTERLINE OF THE EASTBOUND LANES, 6.7 M
 LW5587'(22.0 FT) SOUTH FROM THE CENTERLINE OF THE WESTBOUND LANES. THE ZERO
 LW5587'METER POINT IS SIX INCHES BELOW THE LEVEL OF THE HIGHWAY.
 LW5587
 LW5587                          STATION RECOVERY (2000)
 LW5587
 LW5587'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW5587'THE STATION IS LOCATED IN NARRAGANSETT, RI ABOUT 0.4 MI (0.6 KM)
 LW5587'NORTHEAST OF GALILEE CENTER, 4.4 MI (7.1 KM) SOUTHWEST OF
 LW5587'NARRAGANSETT CENTER AND 4.0 MI (6.4 KM) SOUTH OF WAKEFIELD CENTER
 LW5587'ON STATE RIGHT-OF-WAY.  TO REACH THE STATION FROM ABOUT 0.9 MI (1.4
 LW5587'KM) SOUTHEAST OF WAKEFIELD CENTER AT THE UNDERPASS AT THE
 LW5587'JUNCTION OF STATE HIGHWAY 108 AND US HIGHWAY 1, GO SOUTH FOR 4 MI
 LW5587'(6.4 KM) ON STATE HIGHWAY 108 TO THE GALILEE ESCAPE ROAD ON THE
 LW5587'RIGHT.  TURN RIGHT AND GO WEST FOR 1.0 MI (1.6 KM) ALONG THE GALILEE
 LW5587'ESCAPE ROAD TO THE STATION ON THE LEFT IN A GRASS MEDIAN.  A
 LW5587'STANDARD CALIBRATION BASELINE DISK SET IN THE TOP OF A ROUND
 LW5587'CONCRETE POST FLUSH WITH THE GROUND.  IT IS, 10.0 M (32.8 FT) EAST
 LW5587'FROM THE ZERO MINUS 10 METER (32.8 FT) DISK, 7.0 M (23.0 FT) NORTH
 LW5587'FROM
 LW5587'THE CENTERLINE OF THE EASTBOUND LANES, 6.7 M (22.0 FT) SOUTH FROM
 LW5587'THE CENTERLINE OF THE WESTBOUND LANES AND ABOUT 15 CM BELOW
 LW5587'THE LEVEL OF THE ROAD. DESCRIBED BY PATRICK MCCOURT.
 LW5587'
 LW5587
 LW5587                          STATION RECOVERY (2001)
 LW5587
 LW5587'RECOVERY NOTE BY RI DEPT OF TRANSP 2001 (KC)
 LW5587'RECOVERED AS DESCRIBED.
 LW5587'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5517 ***********************************************************************
 LW5517  DESIGNATION -  GALILEE CBL 1050
 LW5517  PID         -  LW5517
 LW5517  STATE/COUNTY-  RI/WASHINGTON
 LW5517  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW5517
 LW5517                         *CURRENT SURVEY CONTROL
 LW5517  ___________________________________________________________________
 LW5517* NAD 83(1996)-  41 22 43.68895(N)    071 29 39.40586(W)     ADJUSTED  
 LW5517* NAVD 88     -         7.3    (meters)      24.     (feet)  VERTCON   
 LW5517  ___________________________________________________________________
 LW5517  X           -   1,521,253.532 (meters)                     COMP
 LW5517  Y           -  -4,545,039.429 (meters)                     COMP
 LW5517  Z           -   4,194,066.253 (meters)                     COMP
 LW5517  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 LW5517  ELLIP HEIGHT-         -23.10  (meters)          (06/13/02) GPS OBS
 LW5517  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW5517
 LW5517  HORZ ORDER  -  THIRD
 LW5517  ELLP ORDER  -  FOURTH    CLASS II
 LW5517
 LW5517.The horizontal coordinates were established by GPS observations
 LW5517.and adjusted by the National Geodetic Survey in August 1998..
 LW5517
 LW5517.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5517
 LW5517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5517
 LW5517.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5517
 LW5517.The ellipsoidal height was determined by GPS observations
 LW5517.and is referenced to NAD 83.
 LW5517
 LW5517.The geoid height was determined by GEOID03.
 LW5517
 LW5517;                    North         East     Units Scale Factor Converg.
 LW5517;SPC RI       -    32,814.135   100,478.534   MT  0.99999375   +0 00 13.6
 LW5517;SPC RI       -   107,657.71    329,653.32   sFT  0.99999375   +0 00 13.6
 LW5517;SPC MA M     -   792,073.978   200,478.569   MT  1.00006660   +0 00 13.8
 LW5517;SPC MA M     - 2,598,662.71    657,736.77   sFT  1.00006660   +0 00 13.8
 LW5517;UTM  19      - 4,583,811.229   291,424.439   MT  1.00013542   -1 38 57.8
 LW5517
 LW5517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5517!SPC RI       -   1.00000362  x   0.99999375  =   0.99999737
 LW5517!SPC MA M     -   1.00000362  x   1.00006660  =   1.00007022
 LW5517!UTM  19      -   1.00000362  x   1.00013542  =   1.00013904
 LW5517
 LW5517:                Primary Azimuth Mark                     Grid Az
 LW5517:SPC RI       -  GALILEE CBL 0 ZERO                       282 22 36.9
 LW5517:SPC MA M     -  GALILEE CBL 0 ZERO                       282 22 36.7
 LW5517:UTM  19      -  GALILEE CBL 0 ZERO                       284 01 48.3
 LW5517
 LW5517|---------------------------------------------------------------------|
 LW5517| PID    Reference Object                     Distance      Geod. Az  |
 LW5517|                                                           dddmmss.s |
 LW5517| LW5587 GALILEE CBL 0 ZERO                  APPROX. 1.1 KM 2822250.5 |
 LW5517|---------------------------------------------------------------------|
 LW5517
 LW5517                          SUPERSEDED SURVEY CONTROL
 LW5517
 LW5517  ELLIP H (08/17/98)  -23.07   (m)                       GP(       ) 4 1
 LW5517  NAD 83(1996)-  41 22 43.68825(N)    071 29 39.40494(W) AD(       ) 3
 LW5517  NAD 83(1992)-  41 22 43.68747(N)    071 29 39.40510(W) AD(       ) 3
 LW5517  ELLIP H (01/17/96)  -23.12   (m)                       GP(       ) 4 2
 LW5517  NAD 83(1992)-  41 22 43.68680(N)    071 29 39.40506(W) AD(       ) 3
 LW5517  NAD 83(1986)-  41 22 43.68649(N)    071 29 39.40379(W) AD(       ) 3
 LW5517  NGVD 29 (07/30/91)    7.5    (m)           25.     (f) GPS OBS        
 LW5517
 LW5517.Superseded values are not recommended for survey control.
 LW5517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5517.See file dsdata.txt to determine how the superseded data were derived.
 LW5517
 LW5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9142483811(NAD 83)
 LW5517_MARKER: DQ = CALIBRATION BASE LINE DISK
 LW5517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5517_SP_SET: CONCRETE POST
 LW5517_STAMPING: 1050 1982
 LW5517_MARK LOGO: NGS   
 LW5517_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5517+STABILITY: SURFACE MOTION
 LW5517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5517+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LW5517
 LW5517  HISTORY     - Date     Condition        Report By
 LW5517  HISTORY     - 1982     MONUMENTED       RIGS
 LW5517  HISTORY     - 19890707 GOOD             RIGS
 LW5517
 LW5517                          STATION DESCRIPTION
 LW5517
 LW5517'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1982
 LW5517'THE BASE LINE IS LOCATED ABOUT 6.44 KM (4.0 MI) SOUTH OF WAKEFIELD,
 LW5517'6.44 KM (4.0 MI) SOUTH-SOUTHWEST OF NARRAGANSETT, 2.41 KM (1.5 MI)
 LW5517'NORTHWEST OF POINT JUDITH AND 0.80 KM (0.5 MI) NORTHEAST OF GALILEE
 LW5517'ALONG THE MEDIAN OF GALILEE ROAD.
 LW5517' 
 LW5517'TO REACH THE 0 METER POINT FROM THE UNDERPASS AT THE JUNCTION OF
 LW5517'UNITED STATES HIGHWAY 1 AND STATE HIGHWAY 108 SOUTHEAST OF WAKEFIELD,
 LW5517'GO SOUTH ON STATE HIGHWAY 108 FOR 6.60 KM (4.1 MI) TO GALILEE ROAD,
 LW5517'TURN RIGHT, GO WEST ON GALILEE ROAD FOR 0.56 KM (0.35 MI) TO THE 1060
 LW5517'AND 1050 METER POINTS IN THE MEDIAN, CONTINUE WEST ON GALILEE ROAD FOR
 LW5517'0.64 KM (0.4 MI) TO THE 400 METER POINT IN THE MEDIAN, CONTINUE WEST
 LW5517'ON GALILEE ROAD FOR 0.24 KM (0.15 MI) TO THE 150 METER POINT IN THE
 LW5517'MEDIAN, CONTINUE WEST ON GALILEE ROAD FOR 0.16 KM (0.1 MI) TO THE 0
 LW5517'AND ZERO MINUS TEN METER POINTS IN THE MEDIAN.
 LW5517' 
 LW5517'THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST
 LW5517'END.  IT IS MADE UP OF THE 0, ZERO MINUS TEN, 150, 400, 1050, AND 1060
 LW5517'METER POINTS.  MEASUREMENTS WERE MADE TO THE PUNCH HOLES MADE IN THE
 LW5517'CROSSES ON TOP OF THE DISKS.
 LW5517' 
 LW5517'THE 1050 METER POINT IS A STANDARD NGS DISK STAMPED---1050 1982---,
 LW5517'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 38 CM (15 IN) IN
 LW5517'DIAMETER FLUSH WITH GROUND LOCATED 10.0 M (32.8 FT) W FROM THE 1060
 LW5517'METER POINT, 7.10 M (23.3 FT) N FROM THE CENTER LINE OF THE EAST BOUND
 LW5517'LANES, AND 6.77 M (22.2 FT) S FROM THE CENTER LINE OF THE WEST BOUND
 LW5517'LANES.
 LW5517' 
 LW5517'ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH
 LW5517'THEIR DESIGNATION AND SET ON A LINE IN THE MEDIAN OF GALILEE ROAD
 LW5517'ABOUT 23 FEET NORTH OF THE EAST BOUND LANES AND ABOUT 22 FEET SOUTH OF
 LW5517'THE WEST BOUND LANES OF GALILEE ROAD.  ALL OF THE METER POINTS HAVE AN
 LW5517'ORANGE ARROW PAINTED ON THE SOUTH SHOULDER OF THE WEST BOUND LANES OF
 LW5517'GALILEE ROAD.
 LW5517' 
 LW5517'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF RHODE
 LW5517'ISLAND.  FOR FURTHER INFORMATION CONTACT MR. TONY MOTTA, RHODE ISLAND
 LW5517'DEPARTMENT OF TRANSPORTATION, SURVEY SECTION, ROOM 244D, STATE OFFICE
 LW5517'BUILDING, PROVIDENCE, RHODE ISLAND 02903.  TELEPHONE (401) 277-2814
 LW5517
 LW5517                          STATION RECOVERY (1989)
 LW5517
 LW5517'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5517'THE STATION IS LOCATED ABOUT 0.80 KM (0.50 MI) NORTHEAST OF GALILEE
 LW5517'CENTER. OWNERSHIP-- STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5517'SURVEY,401 277-2814.
 LW5517'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF U S HIGHWAY 1 AND STATE
 LW5517'HIGHWAY 108, GO 6.6 KM (4.10 MI) SOUTH ON STATE HIGHWAY 108 TO A ROAD
 LW5517'RIGHT, TURN RIGHT AND GO 0.56 KM (0.35 MI) WEST ON GALILEE ESCAPE ROAD
 LW5517'AND THE STATION ON THE LEFT IN THE MEDIAN.
 LW5517'THE STATION IS A STANDARD NGS CALIBRATION BASE LINE DISK SET INTO THE
 LW5517'TOP OF A ROUND CONCRETE MONUMENT 38 CM IN DIAMETER FLUSH WITH THE
 LW5517'GROUND. IT IS 10.0 M (32.8 FT) WEST FROM THE 1060 METER POINT, 7.0 M
 LW5517'(23.0 FT) NORTH FROM THE CENTERLINE OF THE EASTBOUND LANES, 6.7 M
 LW5517'(22.0 FT) SOUTH FROM THE CENTERLINE OF THE WESTBOUND LANES, THE 1050
 LW5517'METER POINT IS SIX INCHES BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2577 ***********************************************************************
 LW2577  DESIGNATION -  GALLERY TOP WATER TANK
 LW2577  PID         -  LW2577
 LW2577  STATE/COUNTY-  RI/KENT
 LW2577  USGS QUAD   -  EAST GREENWICH (1975)
 LW2577
 LW2577                         *CURRENT SURVEY CONTROL
 LW2577  ___________________________________________________________________
 LW2577* NAD 83(1996)-  41 43 13.71473(N)    071 22 31.21507(W)     ADJUSTED  
 LW2577* NAVD 88     -                                                        
 LW2577  ___________________________________________________________________
 LW2577  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 LW2577  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW2577
 LW2577  HORZ ORDER  -  THIRD
 LW2577
 LW2577.The horizontal coordinates were established by classical geodetic methods
 LW2577.and adjusted by the National Geodetic Survey in August 1998..
 LW2577
 LW2577
 LW2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2577
 LW2577.The geoid height was determined by GEOID03.
 LW2577
 LW2577;                    North         East     Units Scale Factor Converg.
 LW2577;SPC RI       -    70,769.241   110,373.395   MT  0.99999507   +0 04 58.7
 LW2577;SPC RI       -   232,182.08    362,116.71   sFT  0.99999507   +0 04 58.7
 LW2577;UTM  19      - 4,621,468.286   302,415.053   MT  1.00008044   -1 34 52.6
 LW2577
 LW2577                          SUPERSEDED SURVEY CONTROL
 LW2577
 LW2577  NAD 83(1996)-  41 43 13.71447(N)    071 22 31.21495(W) AD(       ) 4
 LW2577  NAD 83(1992)-  41 43 13.71308(N)    071 22 31.21416(W) AD(       ) 4
 LW2577  NAD 83(1992)-  41 43 13.71277(N)    071 22 31.21421(W) AD(       ) 4
 LW2577  NAD 83(1986)-  41 43 13.71321(N)    071 22 31.21350(W) AD(       ) 4
 LW2577  NAD 27      -  41 43 13.35500(N)    071 22 33.05100(W) AD(       ) 3
 LW2577
 LW2577.Superseded values are not recommended for survey control.
 LW2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2577.See file dsdata.txt to determine how the superseded data were derived.
 LW2577
 LW2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0241521468(NAD 83)
 LW2577
 LW2577  HISTORY     - Date     Condition        Report By
 LW2577  HISTORY     - UNK      MONUMENTED
 LW2577  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2577  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2577
 LW2577                          STATION DESCRIPTION
 LW2577
 LW2577'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2577'THIS TANK IS NO WHERE TO BE SEEN TODAY.  THERE ARE HYDRANTS
 LW2577'ALONG THE STREETS, WHICH PROBABLY EXPLAINS WHY THE TANK IS NO
 LW2577'LONGER IN EXISTENCE.
 LW2577
 LW2577                          STATION RECOVERY (1956)
 LW2577
 LW2577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2577'THE STATION IS DESTROYED.  NO EVIDENCE OF THE TANK COULD BE
 LW2577'FOUND.  IT WAS PROBABLY DESTROYED WHEN THE CITY WATER SUPPLY
 LW2577'WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3028 ***********************************************************************
 LW3028  DESIGNATION -  GARDINER USE 1909
 LW3028  PID         -  LW3028
 LW3028  STATE/COUNTY-  RI/WASHINGTON
 LW3028  USGS QUAD   -  KINGSTON (1975)
 LW3028
 LW3028                         *CURRENT SURVEY CONTROL
 LW3028  ___________________________________________________________________
 LW3028* NAD 83(1996)-  41 22 47.71003(N)    071 32 41.44856(W)     ADJUSTED  
 LW3028* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW3028  ___________________________________________________________________
 LW3028  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 LW3028  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW3028
 LW3028  HORZ ORDER  -  THIRD
 LW3028
 LW3028.The horizontal coordinates were established by classical geodetic methods
 LW3028.and adjusted by the National Geodetic Survey in August 1998..
 LW3028
 LW3028.The orthometric height was scaled from a topographic map.
 LW3028
 LW3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3028
 LW3028.The geoid height was determined by GEOID03.
 LW3028
 LW3028;                    North         East     Units Scale Factor Converg.
 LW3028;SPC RI       -    32,939.141    96,248.577   MT  0.99999392   -0 01 46.7
 LW3028;SPC RI       -   108,067.83    315,775.54   sFT  0.99999392   -0 01 46.7
 LW3028;UTM  19      - 4,584,058.255   287,199.205   MT  1.00015733   -1 40 58.4
 LW3028
 LW3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3028!SPC RI       -   1.00000356  x   0.99999392  =   0.99999748
 LW3028!UTM  19      -   1.00000356  x   1.00015733  =   1.00016089
 LW3028
 LW3028:                Primary Azimuth Mark                     Grid Az
 LW3028:SPC RI       -  CARPENTER USE 1909                       191 55 43.5
 LW3028:UTM  19      -  CARPENTER USE 1909                       193 34 55.2
 LW3028
 LW3028|---------------------------------------------------------------------|
 LW3028| PID    Reference Object                     Distance      Geod. Az  |
 LW3028|                                                           dddmmss.s |
 LW3028| LW3035 CARPENTER USE 1909                  APPROX. 0.6 KM 1915356.8 |
 LW3028| LW3026 WEEDEN                              APPROX. 0.9 KM 2971036.2 |
 LW3028|---------------------------------------------------------------------|
 LW3028
 LW3028                          SUPERSEDED SURVEY CONTROL
 LW3028
 LW3028  NAD 83(1996)-  41 22 47.70895(N)    071 32 41.44754(W) AD(       ) 3
 LW3028  NAD 83(1992)-  41 22 47.70867(N)    071 32 41.44782(W) AD(       ) 3
 LW3028  NAD 83(1992)-  41 22 47.70733(N)    071 32 41.44772(W) AD(       ) 3
 LW3028  NAD 83(1986)-  41 22 47.70701(N)    071 32 41.44747(W) AD(       ) 3
 LW3028  NAD 27      -  41 22 47.34000(N)    071 32 43.22900(W) AD(       ) 3
 LW3028
 LW3028.Superseded values are not recommended for survey control.
 LW3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3028.See file dsdata.txt to determine how the superseded data were derived.
 LW3028
 LW3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8719984058(NAD 83)
 LW3028
 LW3028  HISTORY     - Date     Condition        Report By
 LW3028  HISTORY     - 1909     MONUMENTED       CGS
 LW3028  HISTORY     - 1913     MARK NOT FOUND   CGS
 LW3028  HISTORY     - 1949     MARK NOT FOUND   CGS
 LW3028
 LW3028                          STATION DESCRIPTION
 LW3028
 LW3028'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3028'REPORTED DESTROYED IN 1913.
 LW3028
 LW3028                          STATION RECOVERY (1949)
 LW3028
 LW3028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 LW3028'AREA OF GEOGRAPHIC POSTION INVESTIGATED.  STATION WAS NOT FOUND.
 LW3028'IT WAS REPORTED LOST IN 1913.  IT IS RECOMMENDED THAT STATION
 LW3028'BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3303 ***********************************************************************
 LW3303  DESIGNATION -  GARDNERS BARN CUPOLA
 LW3303  PID         -  LW3303
 LW3303  STATE/COUNTY-  RI/WASHINGTON
 LW3303  USGS QUAD   -  WATCH HILL (1984)
 LW3303
 LW3303                         *CURRENT SURVEY CONTROL
 LW3303  ___________________________________________________________________
 LW3303* NAD 83(1996)-  41 19 47.04356(N)    071 50 37.48580(W)     ADJUSTED  
 LW3303* NAVD 88     -                                                        
 LW3303  ___________________________________________________________________
 LW3303  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LW3303  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3303
 LW3303  HORZ ORDER  -  THIRD
 LW3303
 LW3303.The horizontal coordinates were established by classical geodetic methods
 LW3303.and adjusted by the National Geodetic Survey in August 1998..
 LW3303
 LW3303
 LW3303.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3303
 LW3303.The geoid height was determined by GEOID03.
 LW3303
 LW3303;                    North         East     Units Scale Factor Converg.
 LW3303;SPC RI       -    27,421.613    71,223.630   MT  1.00000394   -0 13 37.2
 LW3303;SPC RI       -    89,965.74    233,672.86   sFT  1.00000394   -0 13 37.2
 LW3303;SPC CT       -   207,927.129   380,665.008   MT  0.99998944   +0 36 03.2
 LW3303;SPC CT       -   682,174.26  1,248,898.45   sFT  0.99998944   +0 36 03.2
 LW3303;UTM  19      - 4,579,263.609   262,019.804   MT  1.00029705   -1 52 43.9
 LW3303
 LW3303                          SUPERSEDED SURVEY CONTROL
 LW3303
 LW3303  NAD 83(1992)-  41 19 47.04224(N)    071 50 37.48501(W) AD(       ) 4
 LW3303  NAD 83(1986)-  41 19 47.04148(N)    071 50 37.48736(W) AD(       ) 4
 LW3303  NAD 27      -  41 19 46.68600(N)    071 50 39.24000(W) AD(       ) 3
 LW3303
 LW3303.Superseded values are not recommended for survey control.
 LW3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3303.See file dsdata.txt to determine how the superseded data were derived.
 LW3303
 LW3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6202079264(NAD 83)
 LW3303_MARKER: 86 = CUPOLA
 LW3303
 LW3303  HISTORY     - Date     Condition        Report By
 LW3303  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3303
 LW3303                          STATION DESCRIPTION
 LW3303
 LW3303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3303'THE BARN IS ON THE N END OF GRAVES NECK AND S OF THE VILLAGE OF
 LW3303'AVONDALE.  IT IS ON THE E BANK OF THE SMALL YELLOW DAIRY BARN.
 LW3303'THE BARN HAS A DARK WOODEN SHINGLE ROOF.
 LW3303'
 LW3303'THE STATION IS THE CENTER LINE OF THE CUPOLA.  HEIGHT ABOUT
 LW3303'40 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3065 ***********************************************************************
 LW3065  DESIGNATION -  GAVITT USE 1909
 LW3065  PID         -  LW3065
 LW3065  STATE/COUNTY-  RI/WASHINGTON
 LW3065  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3065
 LW3065                         *CURRENT SURVEY CONTROL
 LW3065  ___________________________________________________________________
 LW3065* NAD 83(1996)-  41 21 04.91025(N)    071 44 02.31610(W)     ADJUSTED  
 LW3065* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 LW3065  ___________________________________________________________________
 LW3065  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LW3065  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LW3065
 LW3065  HORZ ORDER  -  THIRD
 LW3065
 LW3065.The horizontal coordinates were established by classical geodetic methods
 LW3065.and adjusted by the National Geodetic Survey in August 1998..
 LW3065
 LW3065.The orthometric height was scaled from a topographic map.
 LW3065
 LW3065.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3065
 LW3065.The geoid height was determined by GEOID03.
 LW3065
 LW3065;                    North         East     Units Scale Factor Converg.
 LW3065;SPC RI       -    29,793.203    80,419.355   MT  0.99999847   -0 09 16.5
 LW3065;SPC RI       -    97,746.53    263,842.50   sFT  0.99999847   -0 09 16.5
 LW3065;SPC CT       -   210,431.342   389,825.384   MT  0.99998818   +0 40 25.3
 LW3065;SPC CT       -   690,390.16  1,278,952.11   sFT  0.99998818   +0 40 25.3
 LW3065;UTM  19      - 4,581,369.653   271,282.575   MT  1.00024383   -1 48 25.4
 LW3065
 LW3065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3065!SPC RI       -   0.99999857  x   0.99999847  =   0.99999704
 LW3065!SPC CT       -   0.99999857  x   0.99998818  =   0.99998675
 LW3065!UTM  19      -   0.99999857  x   1.00024383  =   1.00024239
 LW3065
 LW3065:                Primary Azimuth Mark                     Grid Az
 LW3065:SPC RI       -  CHAPMAN                                  221 05 35.8
 LW3065:SPC CT       -  CHAPMAN                                  220 15 54.0
 LW3065:UTM  19      -  CHAPMAN                                  222 44 44.7
 LW3065
 LW3065|---------------------------------------------------------------------|
 LW3065| PID    Reference Object                     Distance      Geod. Az  |
 LW3065|                                                           dddmmss.s |
 LW3065| LW0822 CHAPMAN                             APPROX. 2.8 KM 2205619.3 |
 LW3065|---------------------------------------------------------------------|
 LW3065
 LW3065                          SUPERSEDED SURVEY CONTROL
 LW3065
 LW3065  NAD 83(1992)-  41 21 04.90893(N)    071 44 02.31531(W) AD(       ) 3
 LW3065  NAD 83(1986)-  41 21 04.90756(N)    071 44 02.31669(W) AD(       ) 3
 LW3065  NAD 27      -  41 21 04.54800(N)    071 44 04.08600(W) AD(       ) 3
 LW3065
 LW3065.Superseded values are not recommended for survey control.
 LW3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3065.See file dsdata.txt to determine how the superseded data were derived.
 LW3065
 LW3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7128381370(NAD 83)
 LW3065_MARKER: DD = SURVEY DISK
 LW3065_SETTING: 80 = SET IN A BOULDER
 LW3065_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3065+STABILITY: SURFACE MOTION
 LW3065
 LW3065  HISTORY     - Date     Condition        Report By
 LW3065  HISTORY     - 1909     MONUMENTED       USE
 LW3065  HISTORY     - 1913     GOOD             CGS
 LW3065  HISTORY     - 1934     GOOD             RIGS
 LW3065  HISTORY     - 1954     GOOD             CGS
 LW3065  HISTORY     - 1984     GOOD             USPSQD
 LW3065  HISTORY     - 1990     GOOD             USPSQD
 LW3065
 LW3065                          STATION DESCRIPTION
 LW3065
 LW3065'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3065'STATION IS ON THE SLOPE OF THE RIDGE IMMEDIATELY N OF THE
 LW3065'CHARLESTON-WESTERLY ROAD, ABOUT 5 MILES SE OF THE LATTER TOWN,
 LW3065'AND ABOUT 1/2 MILE E BY N OF THE VILLAGE OF QUONOCHONTAUG.  THE
 LW3065'STATION IS MARKED BY A STANDARD BRASS DISK, BEARING THE ADDED
 LW3065'INSCRIPTION ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A., SET
 LW3065'IN A HOLE DRILLED IN A LARGE BOULDER OR OUTCROP OF ROCK.  A
 LW3065'REFERENCE DISK, SET IN THE TOP OF A LARGE BOULDER, IS 7.82
 LW3065'METERS (25.66 FEET) NW BY N FROM THE STATION.
 LW3065
 LW3065                          STATION RECOVERY (1934)
 LW3065
 LW3065'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3065'THE STATION IS ABOUT 0.15 MILE W OF THE TOWN LINE BETWEEN
 LW3065'WESTERLY AND CHARLESTOWN, N OF THE HIGHWAY AND E OF GAVITTS
 LW3065'HOUSE, IN AN APPLE ORCHARD.
 LW3065'
 LW3065'THE STATION AND REFERENCE MARKS WERE FOUND MARKED AS DESCRIBED
 LW3065'AND IN EXCELLENT CONDITION.
 LW3065
 LW3065                          STATION RECOVERY (1954)
 LW3065
 LW3065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3065'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  A
 LW3065'COMPLETE NEW DESCRIPTION FOLLOWS--
 LW3065'
 LW3065'STATION IS LOCATED APPROXIMATELY 150 FT. N OF THE CENTERLINE
 LW3065'OF U.S. HIGHWAY 1, APPROXIMATELY 600 FT. NE OF A LARGE STONE
 LW3065'PILLAR ON THE S SIDE OF THE HIGHWAY MARKING THE ENTRANCE TO SHELTER
 LW3065'HARBOR, ON TOP OF A RIDGE RUNNING NW-SE, AND ON RANGE BETWEEN
 LW3065'TWO HOUSES.  STATION IS A STANDARD DISK, WITH THE ADDED
 LW3065'INSCRIPTION ESTAB BY THE CORPS OF ENGINEERS USA AND SET IN THE
 LW3065'TOP OF A BOULDER.
 LW3065'
 LW3065'REFERENCE MARK IS NW BY N OF THE STATION, 7.82 M. (25.66
 LW3065'FT.).  A STANDARD DISK, UNSTAMPED AND SET IN THE TOP OF A LARGE
 LW3065'BOULDER.
 LW3065
 LW3065                          STATION RECOVERY (1984)
 LW3065
 LW3065'RECOVERY NOTE BY US POWER SQUADRON 1984 (FW)
 LW3065'STATION AND REFERENCE MARK WERE RECOVERED AND ARE IN GOOD
 LW3065'CONDITION.
 LW3065
 LW3065                          STATION RECOVERY (1990)
 LW3065
 LW3065'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3004 ***********************************************************************
 LW3004  DESIGNATION -  GETTY
 LW3004  PID         -  LW3004
 LW3004  STATE/COUNTY-  RI/NEWPORT
 LW3004  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW3004
 LW3004                         *CURRENT SURVEY CONTROL
 LW3004  ___________________________________________________________________
 LW3004* NAD 83(1996)-  41 29 24.42133(N)    071 23 58.81392(W)     ADJUSTED  
 LW3004* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW3004  ___________________________________________________________________
 LW3004  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW3004  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW3004
 LW3004  HORZ ORDER  -  THIRD
 LW3004
 LW3004.The horizontal coordinates were established by classical geodetic methods
 LW3004.and adjusted by the National Geodetic Survey in August 1998..
 LW3004
 LW3004.The orthometric height was scaled from a topographic map.
 LW3004
 LW3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3004
 LW3004.The geoid height was determined by GEOID03.
 LW3004
 LW3004;                    North         East     Units Scale Factor Converg.
 LW3004;SPC RI       -    45,181.754   108,378.348   MT  0.99999461   +0 03 59.3
 LW3004;SPC RI       -   148,233.80    355,571.30   sFT  0.99999461   +0 03 59.3
 LW3004;UTM  19      - 4,595,946.999   299,679.136   MT  1.00009386   -1 35 25.0
 LW3004
 LW3004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3004!SPC RI       -   1.00000351  x   0.99999461  =   0.99999812
 LW3004!UTM  19      -   1.00000351  x   1.00009386  =   1.00009737
 LW3004
 LW3004|---------------------------------------------------------------------|
 LW3004| PID    Reference Object                     Distance      Geod. Az  |
 LW3004|                                                           dddmmss.s |
 LW3004| LW2944 SUB MG 1940                          29.473 METERS 06450     |
 LW3004| LW2945 WHITING                             284.692 METERS 15043     |
 LW3004| LW3008 DUTCH ISLAND LIGHTHOUSE             APPROX. 0.8 KM 3320523.1 |
 LW3004| LW3001 CRF HOUSE 1940                      109.176 METERS 34406     |
 LW3004| LW2942 STAKE 2 1940                         69.206 METERS 34406     |
 LW3004|---------------------------------------------------------------------|
 LW3004
 LW3004                          SUPERSEDED SURVEY CONTROL
 LW3004
 LW3004  NAD 83(1996)-  41 29 24.42074(N)    071 23 58.81314(W) AD(       ) 3
 LW3004  NAD 83(1992)-  41 29 24.41980(N)    071 23 58.81322(W) AD(       ) 3
 LW3004  NAD 83(1992)-  41 29 24.41918(N)    071 23 58.81298(W) AD(       ) 3
 LW3004  NAD 83(1986)-  41 29 24.41951(N)    071 23 58.81071(W) AD(       ) 3
 LW3004  NAD 27      -  41 29 24.05300(N)    071 24 00.60800(W) AD(       ) 3
 LW3004
 LW3004.Superseded values are not recommended for survey control.
 LW3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3004.See file dsdata.txt to determine how the superseded data were derived.
 LW3004
 LW3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9967995947(NAD 83)
 LW3004_MARKER: DS = TRIANGULATION STATION DISK
 LW3004_SETTING: 0 = UNSPECIFIED SETTING
 LW3004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3004
 LW3004  HISTORY     - Date     Condition        Report By
 LW3004  HISTORY     - 1940     MONUMENTED       CGS
 LW3004  HISTORY     - 1956     GOOD             CGS
 LW3004  HISTORY     - 20050921 MARK NOT FOUND   USPSQD
 LW3004
 LW3004                          STATION DESCRIPTION
 LW3004
 LW3004'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3004'THE STATION IS AT FORT GETTY, AT BEAVERHEAD POINT, AT THE NW
 LW3004'CORNER OF THE S SECTION OF CONANICUT ISLAND.  IT IS ON TOP OF THE
 LW3004'RIDGE OF BATTERY HOUSE, AND 50.5 FT. W OF THE W EDGE OF THE
 LW3004'CONCRETE AT THE BATTERY.  IT IS A STANDARD STATION DISK, STAMPED
 LW3004'GETTY 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LW3004'8 IN. ABOVE THE GROUND.
 LW3004'
 LW3004'NO REFERENCE MARKS WERE ESTABLISHED.
 LW3004'
 LW3004'THE AZIMUTH MARK IS THE DUTCH ISLAND LIGHTHOUSE.  IT IS ABOUT 0.4
 LW3004'MI. NW OF THE STATION.  IT IS A BLACK TOP ON A WHITE DWELLING
 LW3004'HOUSE, AND ABOUT 58 FT. ABOVE THE WATER.  THE FINIAL ON TOP OF THE
 LW3004'LIGHT WAS OBSERVED UPON.
 LW3004'
 LW3004'TO REACH THE STATION FROM THE JAMESTOWN POST OFFICE, DRIVE W FOR
 LW3004'0.2 MI., THEN TURN LEFT AT THE FIRST BAPTIST CHURCH AND DRIVE 0.95
 LW3004'MI. TO THE FAR SIDE OF THE CAUSEWAY CONNECTING THE TWO SECTIONS OF
 LW3004'CONANICUT ISLAND, THEN BEAR RIGHT AND DRIVE 0.6 MI. TO FORT GETTY,
 LW3004'THEN CONTINUE STRAIGHT AHEAD FOR 0.25 MI. TO THE TOP OF THE RIDGE
 LW3004'ON THE S SIDE OF BATTERY HOWE AND THE STATION.
 LW3004'
 LW3004'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3004
 LW3004                          STATION RECOVERY (1956)
 LW3004
 LW3004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW3004'STATION RECOVERED IN FAIR CONDITION.  THE MONUMENT IS ON THE E
 LW3004'EDGE OF A ROAD (AT PRESENT) AND HAS BEEN CHIPPED CONSIDERABLY BY
 LW3004'PASSING TRAFFIC.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 LW3004
 LW3004                          STATION RECOVERY (2005)
 LW3004
 LW3004'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW3004'THE CONCRETE POST WAS FOUND SANS THE DISK.  THE ADJACENT AREA IS A
 LW3004'GRASSY AREA, NO LONGER USED AS A ROAD.
 LW3004' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0483 ***********************************************************************
 LW0483  DESIGNATION -  GG 3
 LW0483  PID         -  LW0483
 LW0483  STATE/COUNTY-  RI/NEWPORT
 LW0483  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0483
 LW0483                         *CURRENT SURVEY CONTROL
 LW0483  ___________________________________________________________________
 LW0483* NAD 83(1986)-  41 31 39.     (N)    071 18 31.     (W)     SCALED    
 LW0483* NAVD 88     -        19.806  (meters)      64.98   (feet)  ADJUSTED  
 LW0483  ___________________________________________________________________
 LW0483  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW0483  DYNAMIC HT  -          19.800 (meters)      64.96  (feet)  COMP
 LW0483  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 LW0483
 LW0483  VERT ORDER  -  SECOND    CLASS 0
 LW0483
 LW0483.The horizontal coordinates were scaled from a topographic map and have
 LW0483.an estimated accuracy of +/- 6 seconds.
 LW0483
 LW0483.The orthometric height was determined by differential leveling
 LW0483.and adjusted by the National Geodetic Survey in June 1991..
 LW0483.WARNING-Repeat measurements at this control monument indicate possible
 LW0483.vertical movement.
 LW0483
 LW0483.The geoid height was determined by GEOID03.
 LW0483
 LW0483.The dynamic height is computed by dividing the NAVD 88
 LW0483.geopotential number by the normal gravity value computed on the
 LW0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0483.degrees latitude (g = 980.6199 gals.).
 LW0483
 LW0483.The modeled gravity was interpolated from observed gravity values.
 LW0483
 LW0483;                    North         East    Units  Estimated Accuracy
 LW0483;SPC RI       -    49,350.      115,970.      MT  (+/- 180 meters Scaled)
 LW0483
 LW0483                          SUPERSEDED SURVEY CONTROL
 LW0483
 LW0483  NGVD 29 (??/??/92)   20.067  (m)           65.84   (f) ADJ UNCH    2 0
 LW0483
 LW0483.Superseded values are not recommended for survey control.
 LW0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0483.See file dsdata.txt to determine how the superseded data were derived.
 LW0483
 LW0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF073998(NAD 83)
 LW0483_MARKER: DB = BENCH MARK DISK
 LW0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0483_SP_SET: WALL
 LW0483_STAMPING: GG 3 1943
 LW0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0483
 LW0483  HISTORY     - Date     Condition        Report By
 LW0483  HISTORY     - 1943     MONUMENTED       CGS
 LW0483  HISTORY     - 1969     GOOD             NGS
 LW0483
 LW0483                          STATION DESCRIPTION
 LW0483
 LW0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0483'AT NEWPORT.
 LW0483'AT NEWPORT, AT THE U.S. NAVAL BASE, CODDINGTON COVE, AT PUBLIC
 LW0483'WORKS CENTER HEADQUARTERS BUILDING NO. 1, SET ON THE TOP AND
 LW0483'3 FEET SOUTH OF THE NORTH END OF THE CONCRETE RETAINING WALL
 LW0483'ALONG THE WEST SIDE OF THE BUILDING, 191 FEET SOUTH OF THE
 LW0483'CENTER LINE OF A BLACK TOP ROAD LEADING WEST FROM GATE 17, 6.5
 LW0483'FEET SOUTHWEST OF THE NORTHWEST CORNER OF BUILDING NO. 1, 2.5
 LW0483'FEET WEST OF THE WEST SIDE OF THE BUILDING AND 1 FOOT ABOVE THE
 LW0483'LEVEL OF A DRIVEWAY.  NOTE-- IT IS SUGGESTED THAT THE CHIEF OF
 LW0483'SURVEYS AT THE BASE BE CONTACTED ABOUT THE SEVERAL MARKS LOCATED
 LW0483'AT THE NAVAL BASE AS HIS OFFICE KEEPS A RECORD OF ALL MARKS ON THE
 LW0483'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1866 ***********************************************************************
 LW1866  DESIGNATION -  GL 001
 LW1866  PID         -  LW1866
 LW1866  STATE/COUNTY-  RI/PROVIDENCE
 LW1866  USGS QUAD   -  CHEPACHET (1975)
 LW1866
 LW1866                         *CURRENT SURVEY CONTROL
 LW1866  ___________________________________________________________________
 LW1866* NAD 83(1996)-  41 55 43.07914(N)    071 40 07.82521(W)     ADJUSTED  
 LW1866* NAVD 88     -       124.111  (meters)     407.19   (feet)  ADJUSTED  
 LW1866  ___________________________________________________________________
 LW1866  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 LW1866  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW1866  DYNAMIC HT  -         124.068 (meters)     407.05  (feet)  COMP
 LW1866  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 LW1866
 LW1866  HORZ ORDER  -  SECOND
 LW1866  VERT ORDER  -  SECOND    CLASS II
 LW1866
 LW1866.The horizontal coordinates were established by classical geodetic methods
 LW1866.and adjusted by the National Geodetic Survey in August 1998..
 LW1866
 LW1866.The orthometric height was determined by differential leveling
 LW1866.and adjusted by the National Geodetic Survey in June 1991..
 LW1866
 LW1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1866
 LW1866.The geoid height was determined by GEOID03.
 LW1866
 LW1866.The dynamic height is computed by dividing the NAVD 88
 LW1866.geopotential number by the normal gravity value computed on the
 LW1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1866.degrees latitude (g = 980.6199 gals.).
 LW1866
 LW1866.The modeled gravity was interpolated from observed gravity values.
 LW1866
 LW1866;                    North         East     Units Scale Factor Converg.
 LW1866;SPC RI       -    93,895.323    85,995.915   MT  0.99999616   -0 06 46.2
 LW1866;SPC RI       -   308,054.91    282,138.26   sFT  0.99999616   -0 06 46.2
 LW1866;UTM  19      - 4,645,297.519   278,717.491   MT  1.00020257   -1 47 02.6
 LW1866
 LW1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1866!SPC RI       -   0.99998517  x   0.99999616  =   0.99998133
 LW1866!UTM  19      -   0.99998517  x   1.00020257  =   1.00018774
 LW1866
 LW1866                          SUPERSEDED SURVEY CONTROL
 LW1866
 LW1866  NAD 83(1996)-  41 55 43.07885(N)    071 40 07.82495(W) AD(       ) 2
 LW1866  NAD 83(1992)-  41 55 43.07806(N)    071 40 07.82429(W) AD(       ) 2
 LW1866  NAD 83(1992)-  41 55 43.07800(N)    071 40 07.82441(W) AD(       ) 2
 LW1866  NAD 83(1986)-  41 55 43.07831(N)    071 40 07.82375(W) AD(       ) 2
 LW1866  NGVD 29 (07/20/88)  124.35   (m)          408.0    (f) LEVELING    3  
 LW1866
 LW1866.Superseded values are not recommended for survey control.
 LW1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1866.See file dsdata.txt to determine how the superseded data were derived.
 LW1866
 LW1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7871745298(NAD 83)
 LW1866_MARKER: DD = SURVEY DISK
 LW1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1866_SP_SET: CONCRETE POST
 LW1866_STAMPING: GL 001 1986
 LW1866_MARK LOGO: RIGS  
 LW1866_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1866+STABILITY: SURFACE MOTION
 LW1866
 LW1866  HISTORY     - Date     Condition        Report By
 LW1866  HISTORY     - 1986     MONUMENTED       RIGS
 LW1866  HISTORY     - 1986     GOOD             RIGS
 LW1866
 LW1866                          STATION DESCRIPTION
 LW1866
 LW1866'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1866'THE STATION IS LOCATED ABOUT 5.9 KM (3.65 MI)
 LW1866'SOUTH-SOUTHWEST OF GLENDALE CENTER,
 LW1866'4.0 KM (2.5 MI) SOUTHEAST OF PASCOAG CENTER, AND
 LW1866'1.5 KM (0.95 MI) NORTH OF CHEPACHET CENTER.
 LW1866'OWNERSHIP--STATE RIGHT OF WAY.
 LW1866'
 LW1866'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 100 AND 102,
 LW1866'WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO
 LW1866'NORTH FOR 1.4 KM (0.85 MI) ON ROUTE 102 TO THE STATION MARK ON THE
 LW1866'LEFT.
 LW1866'
 LW1866'THE STATION IS A STANDARD RIGS DISK
 LW1866'STAMPED---GL 001 1986---,
 LW1866'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1866'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1866'9.9 METERS (32.5 FT) SOUTH FROM THE SOUTHEAST CORNER OF A CONCRETE
 LW1866'BOX CULVERT,
 LW1866'9.0 METERS (29.5 FT) NORTHWEST FROM THE CENTERLINE OF ROUTE 102,
 LW1866'1.3 METERS (4.2 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1866
 LW1866                          STATION RECOVERY (1986)
 LW1866
 LW1866'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1866'1.5 KM (0.95 MI) NORTH FROM CHEPACHET CENTER.
 LW1866'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 102,
 LW1866'WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO NORTH
 LW1866'FOR 1.4 KM (0.85 MI) ON ROUTE 102 TO THE STATION MARK ON THE LEFT.
 LW1866'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW1866'CONCRETE MONUMENT 30 CM IN DIAMETER AND FLUSH WITH THE GROUND.
 LW1866'LOCATED 9.9 METERS (32.5 FT) SOUTH FROM THE SOUTHEAST CORNER OF A
 LW1866'CONCRETE BOX CULVERT, 9.0 METERS (29.5 FT) NORTHWEST FROM THE
 LW1866'CENTERLINE OF ROUTE 102, 1.3 METERS (4.2 FT) SOUTHEAST FROM A
 LW1866'FIBERGLASS WITNESS POST.  DESCRIBED BY JON SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1867 ***********************************************************************
 LW1867  DESIGNATION -  GL 002
 LW1867  PID         -  LW1867
 LW1867  STATE/COUNTY-  RI/PROVIDENCE
 LW1867  USGS QUAD   -  CHEPACHET (1975)
 LW1867
 LW1867                         *CURRENT SURVEY CONTROL
 LW1867  ___________________________________________________________________
 LW1867* NAD 83(1996)-  41 55 28.07458(N)    071 40 12.06155(W)     ADJUSTED  
 LW1867* NAVD 88     -       124.434  (meters)     408.25   (feet)  ADJUSTED  
 LW1867  ___________________________________________________________________
 LW1867  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 LW1867  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW1867  DYNAMIC HT  -         124.391 (meters)     408.11  (feet)  COMP
 LW1867  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 LW1867
 LW1867  HORZ ORDER  -  SECOND
 LW1867  VERT ORDER  -  SECOND    CLASS II
 LW1867
 LW1867.The horizontal coordinates were established by classical geodetic methods
 LW1867.and adjusted by the National Geodetic Survey in August 1998..
 LW1867
 LW1867.The orthometric height was determined by differential leveling
 LW1867.and adjusted by the National Geodetic Survey in June 1991..
 LW1867
 LW1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1867
 LW1867.The geoid height was determined by GEOID03.
 LW1867
 LW1867.The dynamic height is computed by dividing the NAVD 88
 LW1867.geopotential number by the normal gravity value computed on the
 LW1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1867.degrees latitude (g = 980.6199 gals.).
 LW1867
 LW1867.The modeled gravity was interpolated from observed gravity values.
 LW1867
 LW1867;                    North         East     Units Scale Factor Converg.
 LW1867;SPC RI       -    93,432.578    85,897.394   MT  0.99999620   -0 06 48.9
 LW1867;SPC RI       -   306,536.72    281,815.03   sFT  0.99999620   -0 06 48.9
 LW1867;UTM  19      - 4,644,837.749   278,605.493   MT  1.00020318   -1 47 04.9
 LW1867
 LW1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1867!SPC RI       -   0.99998512  x   0.99999620  =   0.99998132
 LW1867!UTM  19      -   0.99998512  x   1.00020318  =   1.00018830
 LW1867
 LW1867                          SUPERSEDED SURVEY CONTROL
 LW1867
 LW1867  NAD 83(1996)-  41 55 28.07428(N)    071 40 12.06128(W) AD(       ) 2
 LW1867  NAD 83(1992)-  41 55 28.07350(N)    071 40 12.06064(W) AD(       ) 2
 LW1867  NAD 83(1992)-  41 55 28.07343(N)    071 40 12.06077(W) AD(       ) 2
 LW1867  NAD 83(1986)-  41 55 28.07378(N)    071 40 12.06022(W) AD(       ) 2
 LW1867  NGVD 29 (07/20/88)  124.68   (m)          409.1    (f) LEVELING    3  
 LW1867
 LW1867.Superseded values are not recommended for survey control.
 LW1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1867.See file dsdata.txt to determine how the superseded data were derived.
 LW1867
 LW1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7860544838(NAD 83)
 LW1867_MARKER: DD = SURVEY DISK
 LW1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1867_SP_SET: CONCRETE POST
 LW1867_STAMPING: GL 002 1986
 LW1867_MARK LOGO: RIGS  
 LW1867_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1867+STABILITY: SURFACE MOTION
 LW1867
 LW1867  HISTORY     - Date     Condition        Report By
 LW1867  HISTORY     - 1986     MONUMENTED       RIGS
 LW1867  HISTORY     - 1986     GOOD             RIGS
 LW1867
 LW1867                          STATION DESCRIPTION
 LW1867
 LW1867'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1867'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 LW1867'SOUTH-SOUTHWEST OF GLENDALE CENTER,
 LW1867'4.4 KM (2.75 MI) SOUTHEAST OF PASCOAG CENTER, AND
 LW1867'1.0 KM (0.6 MI) NORTH OF CHEPACHET CENTER.
 LW1867'OWNERSHIP--STATE RIGHT OF WAY.
 LW1867'
 LW1867'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND
 LW1867'102, WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO
 LW1867'NORTH FOR 0.7 KM (0.45 MI) ON ROUTE 102 TO THE STATION MARK ON THE
 LW1867'LEFT, IN FRONT OF AN HISTORICAL CEMENTERY.
 LW1867'
 LW1867'THE STATION IS A STANDARD RIGS DISK
 LW1867'STAMPED---GL 002 1986---,
 LW1867'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1867'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1867'6.7 METERS (22.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF ROUTE
 LW1867'102,
 LW1867'2.0 METERS (6.5 FT) NORTHEAST FROM THE SOUTH END OF A STONE WALL
 LW1867'FRONTING HISTORICAL CEMETERY 25,
 LW1867'0.7 METERS (2.3 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1867
 LW1867                          STATION RECOVERY (1986)
 LW1867
 LW1867'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1867'1.0 KM (0.6 MI) NORTH FROM CHEPACHET CENTER.
 LW1867'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 102,
 LW1867'WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO NORTH
 LW1867'FOR 0.7 KM (0.45 MI) ON ROUTE 102 TO THE STATION MARK ON THE LEFT, IN
 LW1867'FRONT OF AN HISTORICAL CEMETERY.  THE STATION IS A STANDARD RIGS DISK
 LW1867'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 LW1867'WITH THE GROUND.  LOCATED 6.7 METERS (22.0 FT) WEST-NORTHWEST FROM
 LW1867'THE CENTERLINE OF ROUTE 102, 2.0 METERS (6.5 FT) NORTHEAST FROM THE
 LW1867'SOUTH END OF A STONE WALL FRONTING HISTORICAL CEMETERY 25, 0.7 METERS
 LW1867'(2.3 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.  DESCRIBED BY
 LW1867'JON C.  SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1868 ***********************************************************************
 LW1868  DESIGNATION -  GL 003
 LW1868  PID         -  LW1868
 LW1868  STATE/COUNTY-  RI/PROVIDENCE
 LW1868  USGS QUAD   -  CHEPACHET (1975)
 LW1868
 LW1868                         *CURRENT SURVEY CONTROL
 LW1868  ___________________________________________________________________
 LW1868* NAD 83(1996)-  41 55 08.39282(N)    071 40 15.19753(W)     ADJUSTED  
 LW1868* NAVD 88     -       133.540  (meters)     438.12   (feet)  ADJUSTED  
 LW1868  ___________________________________________________________________
 LW1868  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 LW1868  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1868  DYNAMIC HT  -         133.494 (meters)     437.97  (feet)  COMP
 LW1868  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 LW1868
 LW1868  HORZ ORDER  -  SECOND
 LW1868  VERT ORDER  -  SECOND    CLASS II
 LW1868
 LW1868.The horizontal coordinates were established by classical geodetic methods
 LW1868.and adjusted by the National Geodetic Survey in August 1998..
 LW1868
 LW1868.The orthometric height was determined by differential leveling
 LW1868.and adjusted by the National Geodetic Survey in June 1991..
 LW1868
 LW1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1868
 LW1868.The geoid height was determined by GEOID03.
 LW1868
 LW1868.The dynamic height is computed by dividing the NAVD 88
 LW1868.geopotential number by the normal gravity value computed on the
 LW1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1868.degrees latitude (g = 980.6199 gals.).
 LW1868
 LW1868.The modeled gravity was interpolated from observed gravity values.
 LW1868
 LW1868;                    North         East     Units Scale Factor Converg.
 LW1868;SPC RI       -    92,825.479    85,823.927   MT  0.99999622   -0 06 51.0
 LW1868;SPC RI       -   304,544.93    281,574.00   sFT  0.99999622   -0 06 51.0
 LW1868;UTM  19      - 4,644,232.925   278,514.335   MT  1.00020368   -1 47 06.3
 LW1868
 LW1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1868!SPC RI       -   0.99998370  x   0.99999622  =   0.99997992
 LW1868!UTM  19      -   0.99998370  x   1.00020368  =   1.00018737
 LW1868
 LW1868                          SUPERSEDED SURVEY CONTROL
 LW1868
 LW1868  NAD 83(1996)-  41 55 08.39251(N)    071 40 15.19725(W) AD(       ) 2
 LW1868  NAD 83(1992)-  41 55 08.39173(N)    071 40 15.19664(W) AD(       ) 2
 LW1868  NAD 83(1992)-  41 55 08.39165(N)    071 40 15.19678(W) AD(       ) 2
 LW1868  NAD 83(1986)-  41 55 08.39205(N)    071 40 15.19637(W) AD(       ) 2
 LW1868  NGVD 29 (07/20/88)  133.78   (m)          438.9    (f) LEVELING    3  
 LW1868
 LW1868.Superseded values are not recommended for survey control.
 LW1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1868.See file dsdata.txt to determine how the superseded data were derived.
 LW1868
 LW1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7851444233(NAD 83)
 LW1868_MARKER: DD = SURVEY DISK
 LW1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1868_SP_SET: CONCRETE POST
 LW1868_STAMPING: GL 003 1986
 LW1868_MARK LOGO: RIGS  
 LW1868_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1868+STABILITY: SURFACE MOTION
 LW1868
 LW1868  HISTORY     - Date     Condition        Report By
 LW1868  HISTORY     - 1986     MONUMENTED       RIGS
 LW1868  HISTORY     - 1986     GOOD             RIGS
 LW1868
 LW1868                          STATION DESCRIPTION
 LW1868
 LW1868'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1868'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI)
 LW1868'SOUTH-SOUTHWEST OF GLENDALE CENTER,
 LW1868'4.9 KM (3.05 MI) SOUTH-SOUTHEAST OF PASCOAG CENTER, AND
 LW1868'0.4 KM (0.25 MI) NORTH OF CHEPACHET CENTER.
 LW1868'OWNERSHIP--STATE RIGHT OF WAY.
 LW1868'
 LW1868'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND
 LW1868'102, WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO
 LW1868'NORTH FOR 0.2 KM (0.1 MI) ON ROUTE 102 TO THE STATION ON THE RIGHT.
 LW1868'
 LW1868'THE STATION IS A STANDARD RIGS DISK
 LW1868'STAMPED---GL 003 1986---,
 LW1868'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1868'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1868'6.4 METERS (21.0 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF ROUTE
 LW1868'102,
 LW1868'4.5 METERS (14.7 FT) NORTHEAST FROM AN NEL CO UTILITY POLE 193,
 LW1868'1.15 METERS (3.7 FT) WEST-NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW1868'
 LW1868'AZIMUTH MARK NO. 1 IS A STANDARD RIBPR DISK
 LW1868'STAMPED---117---,
 LW1868'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 LW1868'22. CM ON A SIDE FLUSH WITH GROUND.  LOCATED
 LW1868'25.91 METERS (85 FT) EAST FROM A 40 INCH DIAMETER BUCKEYE TREE,
 LW1868'9.45 METERS (31 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 LW1868'2.29 METERS (7.5 FT) SOUTHEAST FROM POWERPOLE 189,
 LW1868'0.3 METERS (1. FT) NORTHWEST FROM THE NORTH CORNER OF A ROCK FENCE.
 LW1868'TO REACH THE AZIMUTH FROM THE STATION,
 LW1868'GO SOUTH-SOUTHWEST FOR 150 METERS (492 FT) ON HIGHWAY 102 TO THE
 LW1868'MARK ON THE LEFT.
 LW1868
 LW1868                          STATION RECOVERY (1986)
 LW1868
 LW1868'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1868'0.4 KM (0.25 MI) NORTH FROM CHEPACHET CENTER.
 LW1868'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 102,
 LW1868'WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO NORTH
 LW1868'FOR 0.7 KM (0.45 MI) ON ROUTE 102 TO THE STATION MARK ON THE RIGHT.
 LW1868'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW1868'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 LW1868'6.4 METERS (21.0 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF ROUTE 102,
 LW1868'4.5 METERS (14.7 FT) NORTHEAST FROM AN NEL CO UTILITY POLE 193, 1.15
 LW1868'METERS (3.7 FT) WEST-NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW1868'DESCRIBED BY JON C.  SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1869 ***********************************************************************
 LW1869  DESIGNATION -  GL 004
 LW1869  PID         -  LW1869
 LW1869  STATE/COUNTY-  RI/PROVIDENCE
 LW1869  USGS QUAD   -  CHEPACHET (1975)
 LW1869
 LW1869                         *CURRENT SURVEY CONTROL
 LW1869  ___________________________________________________________________
 LW1869* NAD 83(1996)-  41 55 01.17608(N)    071 40 19.10438(W)     ADJUSTED  
 LW1869* NAVD 88     -       133.443  (meters)     437.80   (feet)  ADJUSTED  
 LW1869  ___________________________________________________________________
 LW1869  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 LW1869  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1869  DYNAMIC HT  -         133.397 (meters)     437.65  (feet)  COMP
 LW1869  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 LW1869
 LW1869  HORZ ORDER  -  SECOND
 LW1869  VERT ORDER  -  SECOND    CLASS II
 LW1869
 LW1869.The horizontal coordinates were established by classical geodetic methods
 LW1869.and adjusted by the National Geodetic Survey in August 1998..
 LW1869
 LW1869.The orthometric height was determined by differential leveling
 LW1869.and adjusted by the National Geodetic Survey in June 1991..
 LW1869
 LW1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1869
 LW1869.The geoid height was determined by GEOID03.
 LW1869
 LW1869.The dynamic height is computed by dividing the NAVD 88
 LW1869.geopotential number by the normal gravity value computed on the
 LW1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1869.degrees latitude (g = 980.6199 gals.).
 LW1869
 LW1869.The modeled gravity was interpolated from observed gravity values.
 LW1869
 LW1869;                    North         East     Units Scale Factor Converg.
 LW1869;SPC RI       -    92,603.000    85,733.454   MT  0.99999625   -0 06 53.6
 LW1869;SPC RI       -   303,815.01    281,277.17   sFT  0.99999625   -0 06 53.6
 LW1869;UTM  19      - 4,644,013.133   278,417.394   MT  1.00020421   -1 47 08.7
 LW1869
 LW1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1869!SPC RI       -   0.99998371  x   0.99999625  =   0.99997996
 LW1869!UTM  19      -   0.99998371  x   1.00020421  =   1.00018792
 LW1869
 LW1869                          SUPERSEDED SURVEY CONTROL
 LW1869
 LW1869  NAD 83(1996)-  41 55 01.17576(N)    071 40 19.10409(W) AD(       ) 2
 LW1869  NAD 83(1992)-  41 55 01.17498(N)    071 40 19.10349(W) AD(       ) 2
 LW1869  NAD 83(1992)-  41 55 01.17491(N)    071 40 19.10364(W) AD(       ) 2
 LW1869  NAD 83(1986)-  41 55 01.17534(N)    071 40 19.10327(W) AD(       ) 2
 LW1869  NGVD 29 (07/20/88)  133.68   (m)          438.6    (f) LEVELING    3  
 LW1869
 LW1869.Superseded values are not recommended for survey control.
 LW1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1869.See file dsdata.txt to determine how the superseded data were derived.
 LW1869
 LW1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7841744013(NAD 83)
 LW1869_MARKER: DD = SURVEY DISK
 LW1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1869_SP_SET: CONCRETE POST
 LW1869_STAMPING: GL 004 1986
 LW1869_MARK LOGO: RIGS  
 LW1869_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1869+STABILITY: SURFACE MOTION
 LW1869
 LW1869  HISTORY     - Date     Condition        Report By
 LW1869  HISTORY     - 1986     MONUMENTED       RIGS
 LW1869  HISTORY     - 1986     GOOD             RIGS
 LW1869
 LW1869                          STATION DESCRIPTION
 LW1869
 LW1869'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1869'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 LW1869'SOUTH-SOUTHWEST OF GLENDALE CENTER,
 LW1869'5.1 KM (3.15 MI) SOUTH-SOUTHEAST OF PASCOAG CENTER, AND
 LW1869'0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER.
 LW1869'OWNERSHIP--STATE RIGHT OF WAY.
 LW1869'
 LW1869'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND
 LW1869'102, WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO
 LW1869'SOUTH FOR 30.5 METERS (100.0 FT) ON ROUTE 102 TO THE STATION MARK
 LW1869'ON THE RIGHT, SET IN AN ASPHALT SIDEWALK.
 LW1869'
 LW1869'THE STATION IS A STANDARD RIGS DISK
 LW1869'STAMPED---GL 004 1986---,
 LW1869'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1869'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1869'7.9 METERS (26.0 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 LW1869'A COLONIAL HOUSE FOUNDATION,
 LW1869'7.3 METERS (24.0 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 LW1869'THE FOUNDATION OF A SIMILAR HOUSE,
 LW1869'6.8 METERS (22.3 FT) WEST FROM THE CENTERLINE OF ROUTE 102,
 LW1869'2.0 METERS (6.5 FT) SOUTH FROM AN NET AND T CO UTILITY POLE 187.
 LW1869
 LW1869                          STATION RECOVERY (1986)
 LW1869
 LW1869'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1869'0.2 KM (0.1 MI) NORTH FROM CHEPACHET CENTER.
 LW1869'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 102,
 LW1869'WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO SOUTH
 LW1869'FOR 30.5 METERS (100.0 FT) ON ROUTE 102 TO THE STATION MARK ON THE
 LW1869'RIGHT, SET IN AN ASPHALT SIDEWALK.  THE STATION IS A STANDARD RIGS
 LW1869'DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW1869'FLUSH WITH THE GROUND.  LOCATED 7.9 METERS (26.0 FT) EAST-SOUTHEAST
 LW1869'FROM THE SOUTHEAST CORNER OF THE COLONIAL HOUSE FOUNDATION, 7.3
 LW1869'METERS (24.0 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF THE
 LW1869'FOUNDATION OF A SIMILAR HOUSE, 6.8 METERS (22.3 FT) WEST FROM THE
 LW1869'CENTERLINE OF ROUTE 102, 2.0 METERS (6.5 FT) SOUTH FROM AN NET AND T
 LW1869'CO UTILITY POLE 187.  DESCRIBED BY JON C.  SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1870 ***********************************************************************
 LW1870  DESIGNATION -  GL 005
 LW1870  PID         -  LW1870
 LW1870  STATE/COUNTY-  RI/PROVIDENCE
 LW1870  USGS QUAD   -  CHEPACHET (1975)
 LW1870
 LW1870                         *CURRENT SURVEY CONTROL
 LW1870  ___________________________________________________________________
 LW1870* NAD 83(1996)-  41 54 53.41893(N)    071 40 16.37508(W)     ADJUSTED  
 LW1870* NAVD 88     -       129.688  (meters)     425.48   (feet)  ADJUSTED  
 LW1870  ___________________________________________________________________
 LW1870  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 LW1870  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1870  DYNAMIC HT  -         129.643 (meters)     425.34  (feet)  COMP
 LW1870  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 LW1870
 LW1870  HORZ ORDER  -  SECOND
 LW1870  VERT ORDER  -  SECOND    CLASS II
 LW1870
 LW1870.The horizontal coordinates were established by classical geodetic methods
 LW1870.and adjusted by the National Geodetic Survey in August 1998..
 LW1870
 LW1870.The orthometric height was determined by differential leveling
 LW1870.and adjusted by the National Geodetic Survey in June 1991..
 LW1870
 LW1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1870
 LW1870.The geoid height was determined by GEOID03.
 LW1870
 LW1870.The dynamic height is computed by dividing the NAVD 88
 LW1870.geopotential number by the normal gravity value computed on the
 LW1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1870.degrees latitude (g = 980.6199 gals.).
 LW1870
 LW1870.The modeled gravity was interpolated from observed gravity values.
 LW1870
 LW1870;                    North         East     Units Scale Factor Converg.
 LW1870;SPC RI       -    92,363.542    85,795.870   MT  0.99999623   -0 06 51.8
 LW1870;SPC RI       -   303,029.39    281,481.95   sFT  0.99999623   -0 06 51.8
 LW1870;UTM  19      - 4,643,771.907   278,472.813   MT  1.00020391   -1 47 06.6
 LW1870
 LW1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1870!SPC RI       -   0.99998430  x   0.99999623  =   0.99998053
 LW1870!UTM  19      -   0.99998430  x   1.00020391  =   1.00018821
 LW1870
 LW1870                          SUPERSEDED SURVEY CONTROL
 LW1870
 LW1870  NAD 83(1996)-  41 54 53.41861(N)    071 40 16.37479(W) AD(       ) 2
 LW1870  NAD 83(1992)-  41 54 53.41783(N)    071 40 16.37420(W) AD(       ) 2
 LW1870  NAD 83(1992)-  41 54 53.41775(N)    071 40 16.37435(W) AD(       ) 2
 LW1870  NAD 83(1986)-  41 54 53.41822(N)    071 40 16.37401(W) AD(       ) 2
 LW1870  NGVD 29 (07/20/88)  129.93   (m)          426.3    (f) LEVELING    3  
 LW1870
 LW1870.Superseded values are not recommended for survey control.
 LW1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1870.See file dsdata.txt to determine how the superseded data were derived.
 LW1870
 LW1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7847343772(NAD 83)
 LW1870_MARKER: DD = SURVEY DISK
 LW1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1870_SP_SET: CONCRETE POST
 LW1870_STAMPING: GL 005 1986
 LW1870_MARK LOGO: RIGS  
 LW1870_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1870+STABILITY: SURFACE MOTION
 LW1870
 LW1870  HISTORY     - Date     Condition        Report By
 LW1870  HISTORY     - 1986     MONUMENTED       RIGS
 LW1870  HISTORY     - 1986     GOOD             RIGS
 LW1870
 LW1870                          STATION DESCRIPTION
 LW1870
 LW1870'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1870'THE STATION IS LOCATED ABOUT 7.3 KM (4.55 MI)
 LW1870'SOUTH-SOUTHWEST OF GLENDALE CENTER,
 LW1870'6.8 KM (4.2 MI) NORTHWEST OF HARMONY CENTER, AND
 LW1870'5.2 KM (3.25 MI) SOUTH-SOUTHEAST OF PASCOAG CENTER.
 LW1870'OWNERSHIP--STATE RIGHT OF WAY.
 LW1870'
 LW1870'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND
 LW1870'102, WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO
 LW1870'SOUTH FOR 0.2 KM (0.12 MI) ON ROUTE 102 TO THE STATION MARK ON THE
 LW1870'RIGHT, SET AT THE BACK EDGE OF AN ASPHALT SIDEWALK.
 LW1870'
 LW1870'THE STATION IS A STANDARD RIGS DISK
 LW1870'STAMPED---GL 005 1986---,
 LW1870'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1870'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1870'10.9 METERS (36.0 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF THE
 LW1870'FOUNDATION OF AN OLD COLONIAL STYLE HOUSE,
 LW1870'7.15 METERS (23.5 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF ROUTE
 LW1870'102,
 LW1870'2.35 METERS (7.8 FT) SOUTH FROM THE CENTER OF A ROUND RIDPW MANHOLE
 LW1870'COVER IN THE SIDEWALK.
 LW1870'
 LW1870'AZIMUTH OBJECT NO. 1 IS THE APEX OF THE CHEPACHET ELEMENTARY SCHOOL
 LW1870'CUPOLA, LOCATED IN THE CENTER OF CHEPACHET VILLAGE IN GLOCESTER.
 LW1870'THE SCHOOL IS BUILT OF RED BRICK.
 LW1870'TO REACH THE AZIMUTH FROM THE STATION,
 LW1870'GO SOUTH FOR 0.32 KM (0.2 MI) ON U.S. HIGHWAY 44 TO THE STATION ON
 LW1870'THE LEFT.
 LW1870
 LW1870                          STATION RECOVERY (1986)
 LW1870
 LW1870'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1870'5.2 KM (3.25 MI) SSE FROM PASCOAG CENTER.
 LW1870'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 102
 LW1870'WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO SOUTH
 LW1870'FOR 0.2 KM (0.1 MI) ON ROUTE 102 TO THE STATION MARK ON THE RIGHT,
 LW1870'SET AT THE BACK EDGE OF AN ASPHALT SIDEWALK.  THE STATION IS A
 LW1870'STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW1870'CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 10.9 METERS (36.0 FT)
 LW1870'NORTHEAST FROM THE SOUTHEAST CORNER OF THE FOUNDATION OF AN OLD
 LW1870'COLONIAL STYLE HOUSE, 7.15 METERS (23.5 FT) WEST-SOUTHWEST FROM THE
 LW1870'CENTERLINE OF ROUTE 102, 2.35 METERS (7.8 FT) SOUTH FROM THE CENTER
 LW1870'OF A ROUND RIDPW MANHOLE COVER IN THE SIDEWALK.  DESCRIBED BY JON C.
 LW1870'SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1871 ***********************************************************************
 LW1871  DESIGNATION -  GL 006
 LW1871  PID         -  LW1871
 LW1871  STATE/COUNTY-  RI/PROVIDENCE
 LW1871  USGS QUAD   -  CHEPACHET (1975)
 LW1871
 LW1871                         *CURRENT SURVEY CONTROL
 LW1871  ___________________________________________________________________
 LW1871* NAD 83(1996)-  41 54 47.08430(N)    071 40 09.16924(W)     ADJUSTED  
 LW1871* NAVD 88     -       129.092  (meters)     423.53   (feet)  ADJUSTED  
 LW1871  ___________________________________________________________________
 LW1871  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 LW1871  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1871  DYNAMIC HT  -         129.047 (meters)     423.38  (feet)  COMP
 LW1871  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 LW1871
 LW1871  HORZ ORDER  -  SECOND
 LW1871  VERT ORDER  -  SECOND    CLASS II
 LW1871
 LW1871.The horizontal coordinates were established by classical geodetic methods
 LW1871.and adjusted by the National Geodetic Survey in August 1998..
 LW1871
 LW1871.The orthometric height was determined by differential leveling
 LW1871.and adjusted by the National Geodetic Survey in June 1991..
 LW1871
 LW1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1871
 LW1871.The geoid height was determined by GEOID03.
 LW1871
 LW1871.The dynamic height is computed by dividing the NAVD 88
 LW1871.geopotential number by the normal gravity value computed on the
 LW1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1871.degrees latitude (g = 980.6199 gals.).
 LW1871
 LW1871.The modeled gravity was interpolated from observed gravity values.
 LW1871
 LW1871;                    North         East     Units Scale Factor Converg.
 LW1871;SPC RI       -    92,167.770    85,961.541   MT  0.99999617   -0 06 46.9
 LW1871;SPC RI       -   302,387.09    282,025.49   sFT  0.99999617   -0 06 46.9
 LW1871;UTM  19      - 4,643,571.346   278,632.738   MT  1.00020304   -1 47 01.5
 LW1871
 LW1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1871!SPC RI       -   0.99998440  x   0.99999617  =   0.99998057
 LW1871!UTM  19      -   0.99998440  x   1.00020304  =   1.00018743
 LW1871
 LW1871                          SUPERSEDED SURVEY CONTROL
 LW1871
 LW1871  NAD 83(1996)-  41 54 47.08397(N)    071 40 09.16895(W) AD(       ) 2
 LW1871  NAD 83(1992)-  41 54 47.08319(N)    071 40 09.16836(W) AD(       ) 2
 LW1871  NAD 83(1992)-  41 54 47.08311(N)    071 40 09.16851(W) AD(       ) 2
 LW1871  NAD 83(1986)-  41 54 47.08362(N)    071 40 09.16822(W) AD(       ) 2
 LW1871  NGVD 29 (07/20/88)  129.34   (m)          424.3    (f) LEVELING    3  
 LW1871
 LW1871.Superseded values are not recommended for survey control.
 LW1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1871.See file dsdata.txt to determine how the superseded data were derived.
 LW1871
 LW1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7863343571(NAD 83)
 LW1871_MARKER: DD = SURVEY DISK
 LW1871_SETTING: 80 = SET IN A BOULDER
 LW1871_SP_SET: BOULDER
 LW1871_STAMPING: GL 006 1986
 LW1871_MARK LOGO: RIGS  
 LW1871_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1871+STABILITY: SURFACE MOTION
 LW1871
 LW1871  HISTORY     - Date     Condition        Report By
 LW1871  HISTORY     - 1986     MONUMENTED       RIGS
 LW1871  HISTORY     - 1986     GOOD             RIGS
 LW1871
 LW1871                          STATION DESCRIPTION
 LW1871
 LW1871'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1871'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI)
 LW1871'SOUTH-SOUTHWEST OF GLENDALE CENTER,
 LW1871'6.4 KM (4.0 MI) WEST-NORTHWEST OF HARMONY CENTER, AND 5.7 KM
 LW1871'(3.55 MI) SOUTH-SOUTHEAST OF PASCOAG CENTER.
 LW1871'OWNERSHIP--STATE RIGHT OF WAY.
 LW1871'
 LW1871'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 EASTBOUND
 LW1871'AND STATE HIGHWAY 102, WHICH IS ABOUT 1.0 KM (0.6 MI)
 LW1871'SOUTH-SOUTHEAST OF CHEPACHET CENTER, GO NORTH FOR
 LW1871'0.5 KM (0.3 MI) ON STATE HIGHWAY 102 TO THE STATION MARK ON THE
 LW1871'RIGHT.
 LW1871'
 LW1871'THE STATION IS A STANDARD RIGS DISK
 LW1871'STAMPED---GL 006 1986---,
 LW1871'SET IN THE TOP OF A PARTIALLY EXPOSED BOULDER 0.5 METERS (1.5 FT)
 LW1871'IN DIAMETER.
 LW1871'LOCATED,
 LW1871'11.4 METERS (37.6 FT) NORTH OF A ROUND MANHOLE COVER ON THE SIDEWALK,
 LW1871'8.7 METERS (28.5 FT) EAST OF THE CENTERLINE OF ROUTE 102,
 LW1871'1.5 METERS (5.0 FT) EAST OF AN NET AND T CO UTILITY POLE 353,
 LW1871'AND 0.75 METERS (2.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 LW1871'THE PORCH FOUNDATION OF THE CYRUS COOKE INN.
 LW1871
 LW1871                          STATION RECOVERY (1986)
 LW1871
 LW1871'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1871'5.7 KM (3.55 MI) SSE FROM PASCOAG CENTER.
 LW1871'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 44 EASTBOUND
 LW1871'AND STATE HIGHWAY 102, WHICH IS ABOUT 1.0 KM (0.6 MI) SOUTH-SOUTHEAST
 LW1871'OF CHEPACHET CENTER, GO NORTH FOR 0.5 KM (0.3 MI) ON STATE HIGHWAY
 LW1871'102 TO THE STATION MARK ON THE RIGHT.  THE STATION IS A STANDARD RIGS
 LW1871'DISK SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER 1.5 FEET IN
 LW1871'DIAMETER.  LOCATED 11.4 METERS (37.6 FT) NORTH OF A ROUND MANHOLE
 LW1871'COVER IN THE SIDEWALK, 8.7 METERS (28.5 FT) EAST OF THE CENTERLINE OF
 LW1871'ROUTE 102, 1.5 METERS (5.0 FT) EAST OF AN NET AND T CO UTILITY POLE
 LW1871'353, AND 0.75 METERS (2.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 LW1871'OF THE PORCH FOUNDATION OF THE CYRUS COOKE INN.  DESCRIBED BY JON C.
 LW1871'SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1872 ***********************************************************************
 LW1872  DESIGNATION -  GL 007
 LW1872  PID         -  LW1872
 LW1872  STATE/COUNTY-  RI/PROVIDENCE
 LW1872  USGS QUAD   -  CHEPACHET (1975)
 LW1872
 LW1872                         *CURRENT SURVEY CONTROL
 LW1872  ___________________________________________________________________
 LW1872* NAD 83(1996)-  41 54 27.05319(N)    071 40 02.36363(W)     ADJUSTED  
 LW1872* NAVD 88     -       140.359  (meters)     460.49   (feet)  ADJUSTED  
 LW1872  ___________________________________________________________________
 LW1872  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 LW1872  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW1872  DYNAMIC HT  -         140.310 (meters)     460.33  (feet)  COMP
 LW1872  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 LW1872
 LW1872  HORZ ORDER  -  SECOND
 LW1872  VERT ORDER  -  SECOND    CLASS II
 LW1872
 LW1872.The horizontal coordinates were established by classical geodetic methods
 LW1872.and adjusted by the National Geodetic Survey in August 1998..
 LW1872
 LW1872.The orthometric height was determined by differential leveling
 LW1872.and adjusted by the National Geodetic Survey in June 1991..
 LW1872
 LW1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1872
 LW1872.The geoid height was determined by GEOID03.
 LW1872
 LW1872.The dynamic height is computed by dividing the NAVD 88
 LW1872.geopotential number by the normal gravity value computed on the
 LW1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1872.degrees latitude (g = 980.6199 gals.).
 LW1872
 LW1872.The modeled gravity was interpolated from observed gravity values.
 LW1872
 LW1872;                    North         East     Units Scale Factor Converg.
 LW1872;SPC RI       -    91,549.442    86,117.172   MT  0.99999612   -0 06 42.3
 LW1872;SPC RI       -   300,358.46    282,536.09   sFT  0.99999612   -0 06 42.3
 LW1872;UTM  19      - 4,642,948.615   278,770.305   MT  1.00020229   -1 46 56.3
 LW1872
 LW1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1872!SPC RI       -   0.99998263  x   0.99999612  =   0.99997875
 LW1872!UTM  19      -   0.99998263  x   1.00020229  =   1.00018492
 LW1872
 LW1872                          SUPERSEDED SURVEY CONTROL
 LW1872
 LW1872  NAD 83(1996)-  41 54 27.05285(N)    071 40 02.36333(W) AD(       ) 2
 LW1872  NAD 83(1992)-  41 54 27.05207(N)    071 40 02.36276(W) AD(       ) 2
 LW1872  NAD 83(1992)-  41 54 27.05198(N)    071 40 02.36291(W) AD(       ) 2
 LW1872  NAD 83(1986)-  41 54 27.05258(N)    071 40 02.36255(W) AD(       ) 2
 LW1872  NGVD 29 (07/20/88)  140.60   (m)          461.3    (f) LEVELING    3  
 LW1872
 LW1872.Superseded values are not recommended for survey control.
 LW1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1872.See file dsdata.txt to determine how the superseded data were derived.
 LW1872
 LW1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7877042949(NAD 83)
 LW1872_MARKER: DD = SURVEY DISK
 LW1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1872_SP_SET: CONCRETE POST
 LW1872_STAMPING: GL 007 1986
 LW1872_MARK LOGO: RIGS  
 LW1872_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1872+STABILITY: SURFACE MOTION
 LW1872
 LW1872  HISTORY     - Date     Condition        Report By
 LW1872  HISTORY     - 1986     MONUMENTED       RIGS
 LW1872  HISTORY     - 1986     GOOD             RIGS
 LW1872
 LW1872                          STATION DESCRIPTION
 LW1872
 LW1872'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1872'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI)
 LW1872'SOUTH-SOUTHWEST OF GLENDALE CENTER,
 LW1872'6.2 KM (3.85 MI) SOUTH-SOUTHEAST OF PASCOAG CENTER, AND
 LW1872'6.1 KM (3.8 MI) WEST-NORTHWEST OF HARMONY CENTER.
 LW1872'OWNERSHIP--STATE RIGHT OF WAY.
 LW1872'
 LW1872'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 EASTBOUND
 LW1872'AND STATE HIGHWAY 102, WHICH IS
 LW1872'ABOUT 1.0 KM (0.6 MI) SOUTH-SOUTHEAST OF CHEPACHET CENTER,
 LW1872'GO SOUTH FOR 45.7 METERS (150.0 FT) ON ROUTE 102 TO THE STATION
 LW1872'MARK ON THE LEFT.
 LW1872'
 LW1872'THE STATION IS A STANDARD RIGS DISK
 LW1872'STAMPED---GL 007 1986---,
 LW1872'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1872'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1872'11.9 METERS (39.0 FT) NORTHEAST FROM AN NET CO UTILITY POLE 153,
 LW1872'5.95 METERS (19.5 FT) EAST FROM THE CENTERLINE OF ROUTE 102,
 LW1872'2.0 METERS (6.5 FT) WEST FROM THE SOUTHWEST CORNER OF THE PAVED
 LW1872'PARKING AREA FOR A REAL ESTATE OFFICE.
 LW1872
 LW1872                          STATION RECOVERY (1986)
 LW1872
 LW1872'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1872'6.1 KM (3.8 MI) WNW FROM HARMONY CENTER.
 LW1872'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 44 AND STATE
 LW1872'HIGHWAY 102, WHICH IS ABOUT 1.0 KM (0.6 MI) SOUTH-SOUTHEAST OF
 LW1872'CHEPACHET CENTER, GO SOUTH FOR 45.7 METERS (150.0 FT) ON ROUTE 102 TO
 LW1872'THE STATIOM MARK ON THE LEFT.  THE STATION IS A STANDARD RIGS DISK
 LW1872'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 LW1872'WITH THE GROUND.  LOCATED 11.9 METERS (39.0 FT) NORTHEAST FROM AN NET
 LW1872'AND T CO UTILITY POLE 153, 5.95 METERS (19.5 FT) EAST FROM THE
 LW1872'CENTERLINE OF ROUTE 102, 2.0 METERS (6.5 FT) WEST FROM THE SOUTHWEST
 LW1872'CORNER OF THE PAVED PARKING AREA FOR A REAL ESTATE OFFICE.  DESCRIBED
 LW1872'BY JON C.  SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1873 ***********************************************************************
 LW1873  DESIGNATION -  GL 008
 LW1873  PID         -  LW1873
 LW1873  STATE/COUNTY-  RI/PROVIDENCE
 LW1873  USGS QUAD   -  CHEPACHET (1975)
 LW1873
 LW1873                         *CURRENT SURVEY CONTROL
 LW1873  ___________________________________________________________________
 LW1873* NAD 83(1996)-  41 54 20.60255(N)    071 39 24.00734(W)     ADJUSTED  
 LW1873* NAVD 88     -       149.468  (meters)     490.38   (feet)  ADJUSTED  
 LW1873  ___________________________________________________________________
 LW1873  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 LW1873  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1873  DYNAMIC HT  -         149.417 (meters)     490.21  (feet)  COMP
 LW1873  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 LW1873
 LW1873  HORZ ORDER  -  SECOND
 LW1873  VERT ORDER  -  SECOND    CLASS II
 LW1873
 LW1873.The horizontal coordinates were established by classical geodetic methods
 LW1873.and adjusted by the National Geodetic Survey in August 1998..
 LW1873
 LW1873.The orthometric height was determined by differential leveling
 LW1873.and adjusted by the National Geodetic Survey in June 1991..
 LW1873
 LW1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1873
 LW1873.The geoid height was determined by GEOID03.
 LW1873
 LW1873.The dynamic height is computed by dividing the NAVD 88
 LW1873.geopotential number by the normal gravity value computed on the
 LW1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1873.degrees latitude (g = 980.6199 gals.).
 LW1873
 LW1873.The modeled gravity was interpolated from observed gravity values.
 LW1873
 LW1873;                    North         East     Units Scale Factor Converg.
 LW1873;SPC RI       -    91,348.751    87,000.816   MT  0.99999583   -0 06 16.7
 LW1873;SPC RI       -   299,700.03    285,435.18   sFT  0.99999583   -0 06 16.7
 LW1873;UTM  19      - 4,642,722.204   279,647.902   MT  1.00019752   -1 46 30.4
 LW1873
 LW1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1873!SPC RI       -   0.99998120  x   0.99999583  =   0.99997703
 LW1873!UTM  19      -   0.99998120  x   1.00019752  =   1.00017872
 LW1873
 LW1873                          SUPERSEDED SURVEY CONTROL
 LW1873
 LW1873  NAD 83(1996)-  41 54 20.60221(N)    071 39 24.00704(W) AD(       ) 2
 LW1873  NAD 83(1992)-  41 54 20.60144(N)    071 39 24.00647(W) AD(       ) 2
 LW1873  NAD 83(1992)-  41 54 20.60134(N)    071 39 24.00663(W) AD(       ) 2
 LW1873  NAD 83(1986)-  41 54 20.60217(N)    071 39 24.00623(W) AD(       ) 2
 LW1873  NGVD 29 (07/20/88)  149.71   (m)          491.2    (f) LEVELING    3  
 LW1873
 LW1873.Superseded values are not recommended for survey control.
 LW1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1873.See file dsdata.txt to determine how the superseded data were derived.
 LW1873
 LW1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7964842722(NAD 83)
 LW1873_MARKER: DD = SURVEY DISK
 LW1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1873_SP_SET: CONCRETE POST
 LW1873_STAMPING: GL 008 1986
 LW1873_MARK LOGO: RIGS  
 LW1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1873+STABILITY: SURFACE MOTION
 LW1873
 LW1873  HISTORY     - Date     Condition        Report By
 LW1873  HISTORY     - 1986     MONUMENTED       RIGS
 LW1873
 LW1873                          STATION DESCRIPTION
 LW1873
 LW1873'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1873'5.3 KM (3.3 MI) WNW FROM HARMONY CENTER.
 LW1873'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 44 EASTBOUND
 LW1873'AND STATE HIGHWAY 102, WHICH IS ABOUT 1.0 KM (0.6 MI) SOUTH-SOUTHEAST
 LW1873'OF CHEPACHET CENTER, GO EAST FOR 0.8 KM (0.5 MI) ON U.S.  HIGHWAY 44
 LW1873'TO THE STATION MARK ON THE LEFT, JUST OUTSIDE THE WEST SIDE OF A
 LW1873'HISTORICAL CEMETERY.  THE STATION IS A STANDARD RIGS DISK SET INTO
 LW1873'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE
 LW1873'GROUND.  LOCATED 12.95 METERS (42.5 FT) SOUTHEAST FROM THE SOUTHEAST
 LW1873'CORNER OF A PAVED PARKING AREA, 9.5 METERS (31.0 FT) NORTHEAST FROM
 LW1873'THE CENTERLINE OF U.S.  HIGHWAY 44, 7.6 METERS (25.0 FT)
 LW1873'NORTH-NORTHWEST FROM A CGS BENCH MARK K-33 1966, 1.0 METERS (3.4 FT)
 LW1873'NORTHEAST FROM A FIBERGLASS POST.  DESCRIBED BY JON C.  SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5547 ***********************************************************************
 LW5547  DESIGNATION -  GL 009
 LW5547  PID         -  LW5547
 LW5547  STATE/COUNTY-  RI/PROVIDENCE
 LW5547  USGS QUAD   -  CHEPACHET (1975)
 LW5547
 LW5547                         *CURRENT SURVEY CONTROL
 LW5547  ___________________________________________________________________
 LW5547* NAD 83(1996)-  41 53 15.41189(N)    071 40 15.92830(W)     ADJUSTED  
 LW5547* NAVD 88     -       160.1    (meters)     525.     (feet)  VERTCON   
 LW5547  ___________________________________________________________________
 LW5547  X           -   1,495,450.029 (meters)                     COMP
 LW5547  Y           -  -4,514,181.649 (meters)                     COMP
 LW5547  Z           -   4,236,406.155 (meters)                     COMP
 LW5547  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 LW5547  ELLIP HEIGHT-         130.48  (meters)          (06/13/02) GPS OBS
 LW5547  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW5547
 LW5547  HORZ ORDER  -  THIRD
 LW5547  ELLP ORDER  -  FOURTH    CLASS II
 LW5547
 LW5547.The horizontal coordinates were established by GPS observations
 LW5547.and adjusted by the National Geodetic Survey in August 1998..
 LW5547
 LW5547.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5547
 LW5547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5547
 LW5547.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5547
 LW5547.The ellipsoidal height was determined by GPS observations
 LW5547.and is referenced to NAD 83.
 LW5547
 LW5547.The geoid height was determined by GEOID03.
 LW5547
 LW5547;                    North         East     Units Scale Factor Converg.
 LW5547;SPC RI       -    89,339.713    85,800.136   MT  0.99999623   -0 06 51.2
 LW5547;SPC RI       -   293,108.71    281,495.95   sFT  0.99999623   -0 06 51.2
 LW5547;UTM  19      - 4,640,748.610   278,388.918   MT  1.00020437   -1 47 02.9
 LW5547
 LW5547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5547!SPC RI       -   0.99997954  x   0.99999623  =   0.99997577
 LW5547!UTM  19      -   0.99997954  x   1.00020437  =   1.00018390
 LW5547
 LW5547                          SUPERSEDED SURVEY CONTROL
 LW5547
 LW5547  ELLIP H (08/17/98)  130.50   (m)                       GP(       ) 4 1
 LW5547  NAD 83(1996)-  41 53 15.41154(N)    071 40 15.92801(W) AD(       ) 3
 LW5547  NAD 83(1992)-  41 53 15.41076(N)    071 40 15.92745(W) AD(       ) 3
 LW5547  ELLIP H (01/17/96)  130.46   (m)                       GP(       ) 4 2
 LW5547  NAD 83(1992)-  41 53 15.41066(N)    071 40 15.92763(W) AD(       ) 3
 LW5547  NAD 83(1986)-  41 53 15.41125(N)    071 40 15.92734(W) AD(       ) 3
 LW5547  NGVD 29 (07/30/91)  160.4    (m)          526.     (f) GPS OBS        
 LW5547
 LW5547.Superseded values are not recommended for survey control.
 LW5547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5547.See file dsdata.txt to determine how the superseded data were derived.
 LW5547
 LW5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7838940749(NAD 83)
 LW5547_MARKER: DD = SURVEY DISK
 LW5547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5547_SP_SET: CONCRETE POST
 LW5547_STAMPING: GL 009 1988
 LW5547_MARK LOGO: RIGS  
 LW5547_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5547+STABILITY: SURFACE MOTION
 LW5547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5547+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1989
 LW5547
 LW5547  HISTORY     - Date     Condition        Report By
 LW5547  HISTORY     - 1988     MONUMENTED       RIGS
 LW5547  HISTORY     - 19890708 GOOD
 LW5547
 LW5547                          STATION DESCRIPTION
 LW5547
 LW5547'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5547'THE STATION IS LOCATED ABOUT 3.1 KM (1.95 MI) SOUTH OF CHEPACHET
 LW5547'CENTER. OWNERSHIP--MR GROSSI, VICTORY HIGHWAY, NO HOUSE NUMBER AS OF
 LW5547'THIS DATE, 401 568-2279.
 LW5547'TO REACH FROM THE SOUTH JUNCTION OF U S HIGHWAY 44 AND STATE HIGHWAY
 LW5547'102, GO SOUTH 2.5 KM (1.55 MI) ON HIGHWAY 102 TO THE STATION ON THE
 LW5547'RIGHT, LOCATED IN A FIELD.
 LW5547'THE STATION IS A STANDARD RIGS DISK SET INTO A ROUND CONCRETE MONUMENT
 LW5547'30.0 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 28.6 M (93.8 FT)
 LW5547'SOUTHEAST FROM NET+T POLE 1 FOUND ALONG A GRAVEL DRIVE. 21.3 M
 LW5547'(69.9 FT) WEST NORTHWEST FROM THE CENTER OF HIGHWAY 102, 12.5 M
 LW5547'(41.0 FT) SOUTH SOUTHWEST FROM THE CENTER OF A GRAVEL DRIVE, 1.7 M
 LW5547'(5.6 FT) WEST NORTHWEST FROM A FIBERGLASS WITNESS POST, AND 2.0 M
 LW5547'(6.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LW5547
 LW5547                          STATION RECOVERY (1989)
 LW5547
 LW5547'RECOVERED 1989
 LW5547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5548 ***********************************************************************
 LW5548  DESIGNATION -  GL 010
 LW5548  PID         -  LW5548
 LW5548  STATE/COUNTY-  RI/PROVIDENCE
 LW5548  USGS QUAD   -  CLAYVILLE (1975)
 LW5548
 LW5548                         *CURRENT SURVEY CONTROL
 LW5548  ___________________________________________________________________
 LW5548* NAD 83(1996)-  41 51 41.86561(N)    071 40 34.11095(W)     ADJUSTED  
 LW5548* NAVD 88     -       200.3    (meters)     657.     (feet)  VERTCON   
 LW5548  ___________________________________________________________________
 LW5548  X           -   1,495,667.175 (meters)                     COMP
 LW5548  Y           -  -4,516,170.711 (meters)                     COMP
 LW5548  Z           -   4,234,283.811 (meters)                     COMP
 LW5548  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 LW5548  ELLIP HEIGHT-         170.60  (meters)          (06/13/02) GPS OBS
 LW5548  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW5548
 LW5548  HORZ ORDER  -  THIRD
 LW5548  ELLP ORDER  -  FOURTH    CLASS II
 LW5548
 LW5548.The horizontal coordinates were established by GPS observations
 LW5548.and adjusted by the National Geodetic Survey in August 1998..
 LW5548
 LW5548.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5548
 LW5548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5548
 LW5548.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5548
 LW5548.The ellipsoidal height was determined by GPS observations
 LW5548.and is referenced to NAD 83.
 LW5548
 LW5548.The geoid height was determined by GEOID03.
 LW5548
 LW5548;                    North         East     Units Scale Factor Converg.
 LW5548;SPC RI       -    86,454.393    85,375.023   MT  0.99999638   -0 07 03.2
 LW5548;SPC RI       -   283,642.45    280,101.22   sFT  0.99999638   -0 07 03.2
 LW5548;UTM  19      - 4,637,876.298   277,879.818   MT  1.00020715   -1 47 11.8
 LW5548
 LW5548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5548!SPC RI       -   0.99997324  x   0.99999638  =   0.99996962
 LW5548!UTM  19      -   0.99997324  x   1.00020715  =   1.00018039
 LW5548
 LW5548                          SUPERSEDED SURVEY CONTROL
 LW5548
 LW5548  ELLIP H (08/17/98)  170.62   (m)                       GP(       ) 4 1
 LW5548  NAD 83(1996)-  41 51 41.86524(N)    071 40 34.11066(W) AD(       ) 3
 LW5548  NAD 83(1992)-  41 51 41.86446(N)    071 40 34.11012(W) AD(       ) 3
 LW5548  ELLIP H (01/17/96)  170.57   (m)                       GP(       ) 4 2
 LW5548  NAD 83(1992)-  41 51 41.86433(N)    071 40 34.11031(W) AD(       ) 3
 LW5548  NAD 83(1986)-  41 51 41.86486(N)    071 40 34.11005(W) AD(       ) 3
 LW5548  NGVD 29 (07/30/91)  200.6    (m)          658.     (f) GPS OBS        
 LW5548
 LW5548.Superseded values are not recommended for survey control.
 LW5548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5548.See file dsdata.txt to determine how the superseded data were derived.
 LW5548
 LW5548_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7788037876(NAD 83)
 LW5548_MARKER: DD = SURVEY DISK
 LW5548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5548_SP_SET: CONCRETE POST
 LW5548_STAMPING: GL 010 1988
 LW5548_MARK LOGO: RIGS  
 LW5548_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5548+STABILITY: SURFACE MOTION
 LW5548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5548+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1989
 LW5548
 LW5548  HISTORY     - Date     Condition        Report By
 LW5548  HISTORY     - 1988     MONUMENTED       RIGS
 LW5548  HISTORY     - 19890708 GOOD
 LW5548
 LW5548                          STATION DESCRIPTION
 LW5548
 LW5548'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5548'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTH OF CHEPACHET
 LW5548'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5548'SURVEY,401 277-2814.
 LW5548'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 101 AND STATE HIGHWAY
 LW5548'102, GO NORTH 2.25 KM (1.40 MI) ON HIGHWAY 102 TO THE STATION ON THE
 LW5548'LEFT.
 LW5548'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5548'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 20.3
 LW5548'M (66.6 FT) NORTH NORTHEAST FROM THE SOUTH ENTRANCE OF A CIRCULAR
 LW5548'DRIVE FOR HOUSE 701, 12.0 M (39.4 FT) SOUTHWEST FROM A UTILITY POLE
 LW5548'12, 7.0 M (23.0 FT) SOUTH FROM THE NORTH ENTRANCE OF THE CIRCULAR
 LW5548'DRIVE, 7.0 M (23.0 FT) WEST FROM THE CENTER OF THE TWO TRAVEL LANES OF
 LW5548'HIGHWAY 102.
 LW5548
 LW5548                          STATION RECOVERY (1989)
 LW5548
 LW5548'RECOVERED 1989
 LW5548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1208 ***********************************************************************
 LW1208  DESIGNATION -  GLENDALE
 LW1208  PID         -  LW1208
 LW1208  STATE/COUNTY-  RI/PROVIDENCE
 LW1208  USGS QUAD   -  CHEPACHET (1975)
 LW1208
 LW1208                         *CURRENT SURVEY CONTROL
 LW1208  ___________________________________________________________________
 LW1208* NAD 83(1996)-  41 58 16.80226(N)    071 38 21.20372(W)     ADJUSTED  
 LW1208* NAVD 88     -       135.676  (meters)     445.13   (feet)  ADJUSTED  
 LW1208  ___________________________________________________________________
 LW1208  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LW1208  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW1208  DYNAMIC HT  -         135.631 (meters)     444.98  (feet)  COMP
 LW1208  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 LW1208
 LW1208  HORZ ORDER  -  FIRST
 LW1208  VERT ORDER  -  SECOND    CLASS 0
 LW1208
 LW1208.The horizontal coordinates were established by classical geodetic methods
 LW1208.and adjusted by the National Geodetic Survey in August 1998..
 LW1208
 LW1208.The orthometric height was determined by differential leveling
 LW1208.and adjusted by the National Geodetic Survey in June 1991..
 LW1208.WARNING-Repeat measurements at this control monument indicate possible
 LW1208.vertical movement.
 LW1208
 LW1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1208
 LW1208.The geoid height was determined by GEOID03.
 LW1208
 LW1208.The dynamic height is computed by dividing the NAVD 88
 LW1208.geopotential number by the normal gravity value computed on the
 LW1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1208.degrees latitude (g = 980.6199 gals.).
 LW1208
 LW1208.The modeled gravity was interpolated from observed gravity values.
 LW1208
 LW1208;                    North         East     Units Scale Factor Converg.
 LW1208;SPC RI       -    98,633.766    88,460.143   MT  0.99999539   -0 05 35.2
 LW1208;SPC RI       -   323,600.95    290,222.99   sFT  0.99999539   -0 05 35.2
 LW1208;SPC MA M     -   857,894.768   188,460.394   MT  0.99997252   -0 05 36.7
 LW1208;SPC MA M     - 2,814,609.75    618,307.14   sFT  0.99997252   -0 05 36.7
 LW1208;UTM  19      - 4,649,962.979   281,319.439   MT  1.00018848   -1 45 56.5
 LW1208
 LW1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1208!SPC RI       -   0.99998334  x   0.99999539  =   0.99997873
 LW1208!SPC MA M     -   0.99998334  x   0.99997252  =   0.99995586
 LW1208!UTM  19      -   0.99998334  x   1.00018848  =   1.00017182
 LW1208
 LW1208|---------------------------------------------------------------------|
 LW1208| PID    Reference Object                     Distance      Geod. Az  |
 LW1208|                                                           dddmmss.s |
 LW1208| LW1209 GLENDALE RM 1                        26.061 METERS 06352     |
 LW1208| LW1207 GLENDALE RM 2                        13.776 METERS 19338     |
 LW1208| LW1206 GLENDALE AZ MK                      APPROX. 1.0 KM 2183554.0 |
 LW1208|---------------------------------------------------------------------|
 LW1208
 LW1208                          SUPERSEDED SURVEY CONTROL
 LW1208
 LW1208  NAD 83(1996)-  41 58 16.80209(N)    071 38 21.20356(W) AD(       ) 1
 LW1208  NAD 83(1992)-  41 58 16.80119(N)    071 38 21.20267(W) AD(       ) 1
 LW1208  NAD 83(1992)-  41 58 16.80114(N)    071 38 21.20275(W) AD(       ) 1
 LW1208  NAD 83(1986)-  41 58 16.80134(N)    071 38 21.20165(W) AD(       ) 1
 LW1208  NAD 27      -  41 58 16.44721(N)    071 38 22.96647(W) AD(       ) 1
 LW1208  NGVD 29 (??/??/92)  135.918  (m)          445.92   (f) ADJ UNCH    2 0
 LW1208
 LW1208.Superseded values are not recommended for survey control.
 LW1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1208.See file dsdata.txt to determine how the superseded data were derived.
 LW1208
 LW1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8131949963(NAD 83)
 LW1208_MARKER: DS = TRIANGULATION STATION DISK
 LW1208_SETTING: 66 = SET IN ROCK OUTCROP
 LW1208_SP_SET: ROCK OUTCROP
 LW1208_STAMPING: GLENDALE 1968
 LW1208_MARK LOGO: CGS   
 LW1208_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1208+STABILITY: POSITION/ELEVATION WELL
 LW1208
 LW1208  HISTORY     - Date     Condition        Report By
 LW1208  HISTORY     - 1968     MONUMENTED       CGS
 LW1208  HISTORY     - 1969     GOOD             NGS
 LW1208  HISTORY     - 1986     GOOD             RIGS
 LW1208  HISTORY     - 1986     GOOD             RIGS
 LW1208  HISTORY     - 1987     GOOD             USPSQD
 LW1208  HISTORY     - 1988     GOOD             USPSQD
 LW1208  HISTORY     - 19900524 GOOD             USPSQD
 LW1208
 LW1208                          STATION DESCRIPTION
 LW1208
 LW1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1208'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF SLATERSVILLE,
 LW1208'1-3/4 MILES EAST OF HARRISVILLE, 1/2 MILE WEST OF GLENDALE AND
 LW1208'ON THE WEST SIDE OF STATE HIGHWAY 102.
 LW1208'
 LW1208'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 102
 LW1208'AND 107, ABOUT 2 MILES EAST OF HARRISVILLE, GO NORTHEASTERLY ON
 LW1208'STATE HIGHWAY 102 FOR 0.55 MILE TO A LARGE OUTCROPPING OF BEDROCK
 LW1208'AND THE STATION ON THE LEFT, ABOUT 25 FEET HIGHER THAN THE
 LW1208'HIGHWAY.
 LW1208'
 LW1208'STATION MARK, A STANDARD DISK STAMPED GLENDALE 1968 WHICH IS
 LW1208'SET 1 INCH BELOW THE GROUND SURFACE.  IT IS 79 FEET WEST OF THE
 LW1208'CENTER OF STATE HIGHWAY 102, 25 FEET EAST OF A 12-INCH MAPLE
 LW1208'TREE AND 10.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 LW1208'
 LW1208'RM 1, A STANDARD DISK STAMPED GLENDALE NO 1 1968 IS CEMENTED
 LW1208'IN A DRILL HOLE IN A LARGE OUTCROPPING OF BEDROCK AND IS FLUSH
 LW1208'WITH THE ROCK SURFACE.  IT IS 52 FEET EAST OF A TWIN TRUNK OAK
 LW1208'TREE AND 50 FEET WEST OF THE CENTER OF STATE HIGHWAY 102.
 LW1208'
 LW1208'RM 2, A STANDARD DISK STAMPED GLENDALE NO 2 1968 IS CEMENTED
 LW1208'IN A DRILL HOLE IN A LARGE OUTCROPPING OF BEDROCK AND IS FLUSH
 LW1208'WITH THE ROCK SURFACE.  IT IS 60 FEET WEST OF THE CENTER OF
 LW1208'STATE HIGHWAY 102, 48 FEET SOUTH OF A 12-INCH MAPLE TREE AND
 LW1208'2.8 FEET EAST OF A METAL WITNESS POST.
 LW1208'
 LW1208'AZ MK, A STANDARD DISK STAMPED GLENDALE 1968 IS CEMENTED IN A
 LW1208'DRILL HOLE IN A LARGE OUTCROPPING OF BEDROCK AND IS FLUSH WITH
 LW1208'THE ROCK SURFACE.  IT IS 59 FEET NORTHWEST OF THE CENTER OF
 LW1208'STATE HIGHWAY 102, 29 FEET SOUTH OF A 10-INCH OAK TREE AND 2.1
 LW1208'FEET SOUTHEAST OF A METAL WITNESS POST.
 LW1208'
 LW1208'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 LW1208'102 AND 107, ABOUT 2 MILES EAST OF HARRISVILLE, GO SOUTHWEST OF
 LW1208'STATE HIGHWAY 102 FOR 0.05 MILE TO THE MARK ON THE RIGHT ABOUT
 LW1208'20 FEET HIGHER THAN THE HIGHWAY IN A LARGE OUTCROPPING OF
 LW1208'BEDROCK.
 LW1208'
 LW1208'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW1208
 LW1208                          STATION RECOVERY (1969)
 LW1208
 LW1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1208'4.4 MI N FROM CHEPACHET.
 LW1208'ABOUT 4.35 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1208'JUNCTION OF U.S. HIGHWAY 44 AT CHEPACHET, ABOUT 0.55 MILE
 LW1208'NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 102 AND 107, ON THE
 LW1208'TOP OF A 35-FOOT HIGH ROCK CUT, 90 FEET NORTHWEST OF THE CENTER
 LW1208'LINE OF THE HIGHWAY, ABOUT 0.35 MILE SOUTHWEST OF THE
 LW1208'BURRILLVILLE FIREMENS MEMORAIL BRIDGE OVER THE BRANCH RIVER
 LW1208'AT GLENDALE, 10.6 FEET SOUTHEAST OF A METAL WITNESS POST, 1
 LW1208'INCH BELOW THE LEVEL OF THE GROUND AND ABOUT 35 FEET ABOVE THE
 LW1208'LEVEL OF THE HIGHWAY.
 LW1208
 LW1208                          STATION RECOVERY (1986)
 LW1208
 LW1208'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1208'THE STATION WAS RECOVERED AT THIS DATE.
 LW1208'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 LW1208'ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LW1208
 LW1208                          STATION RECOVERY (1986)
 LW1208
 LW1208'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1208'RECOVERED IN GOOD CONDITION.
 LW1208
 LW1208                          STATION RECOVERY (1987)
 LW1208
 LW1208'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1208'RECOVERED IN GOOD CONDITION.
 LW1208
 LW1208                          STATION RECOVERY (1988)
 LW1208
 LW1208'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1208'RECOVERED IN GOOD CONDITION.
 LW1208
 LW1208                          STATION RECOVERY (1990)
 LW1208
 LW1208'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1206 ***********************************************************************
 LW1206  DESIGNATION -  GLENDALE AZ MK
 LW1206  PID         -  LW1206
 LW1206  STATE/COUNTY-  RI/PROVIDENCE
 LW1206  USGS QUAD   -  CHEPACHET (1975)
 LW1206
 LW1206                         *CURRENT SURVEY CONTROL
 LW1206  ___________________________________________________________________
 LW1206* NAD 83(1996)-  41 57 51.84455(N)    071 38 47.89646(W)     ADJUSTED  
 LW1206* NAVD 88     -       123.461  (meters)     405.06   (feet)  ADJUSTED  
 LW1206  ___________________________________________________________________
 LW1206  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 LW1206  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW1206  DYNAMIC HT  -         123.420 (meters)     404.92  (feet)  COMP
 LW1206  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 LW1206
 LW1206  HORZ ORDER  -  SECOND
 LW1206  VERT ORDER  -  SECOND    CLASS 0
 LW1206
 LW1206.The horizontal coordinates were established by classical geodetic methods
 LW1206.and adjusted by the National Geodetic Survey in August 1998..
 LW1206
 LW1206.The orthometric height was determined by differential leveling
 LW1206.and adjusted by the National Geodetic Survey in June 1991..
 LW1206
 LW1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1206
 LW1206.The geoid height was determined by GEOID03.
 LW1206
 LW1206.The dynamic height is computed by dividing the NAVD 88
 LW1206.geopotential number by the normal gravity value computed on the
 LW1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1206.degrees latitude (g = 980.6199 gals.).
 LW1206
 LW1206.The modeled gravity was interpolated from observed gravity values.
 LW1206
 LW1206;                    North         East     Units Scale Factor Converg.
 LW1206;SPC RI       -    97,864.762    87,844.243   MT  0.99999557   -0 05 53.0
 LW1206;SPC RI       -   321,077.97    288,202.32   sFT  0.99999557   -0 05 53.0
 LW1206;SPC MA M     -   857,125.787   187,844.503   MT  0.99997301   -0 05 54.6
 LW1206;SPC MA M     - 2,812,086.85    616,286.51   sFT  0.99997301   -0 05 54.6
 LW1206;UTM  19      - 4,649,212.133   280,681.234   MT  1.00019192   -1 46 13.5
 LW1206
 LW1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1206!SPC RI       -   0.99998526  x   0.99999557  =   0.99998083
 LW1206!SPC MA M     -   0.99998526  x   0.99997301  =   0.99995827
 LW1206!UTM  19      -   0.99998526  x   1.00019192  =   1.00017718
 LW1206
 LW1206                          SUPERSEDED SURVEY CONTROL
 LW1206
 LW1206  NAD 83(1996)-  41 57 51.84436(N)    071 38 47.89628(W) AD(       ) 2
 LW1206  NAD 83(1992)-  41 57 51.84348(N)    071 38 47.89543(W) AD(       ) 2
 LW1206  NAD 83(1992)-  41 57 51.84344(N)    071 38 47.89551(W) AD(       ) 2
 LW1206  NAD 83(1986)-  41 57 51.84356(N)    071 38 47.89465(W) AD(       ) 2
 LW1206  NGVD 29 (??/??/92)  123.707  (m)          405.86   (f) ADJ UNCH    2 0
 LW1206
 LW1206.Superseded values are not recommended for survey control.
 LW1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1206.See file dsdata.txt to determine how the superseded data were derived.
 LW1206
 LW1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8068149212(NAD 83)
 LW1206_MARKER: DZ = AZIMUTH MARK DISK
 LW1206_SETTING: 80 = SET IN A BOULDER
 LW1206_SP_SET: BOULDER
 LW1206_STAMPING: GLENDALE 1968
 LW1206_MARK LOGO: CGS   
 LW1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1206+STABILITY: SURFACE MOTION
 LW1206
 LW1206  HISTORY     - Date     Condition        Report By
 LW1206  HISTORY     - 1968     MONUMENTED       CGS
 LW1206  HISTORY     - 1969     GOOD             NGS
 LW1206  HISTORY     - 1985     GOOD             RIGS
 LW1206  HISTORY     - 1987     GOOD             USPSQD
 LW1206  HISTORY     - 1988     GOOD             USPSQD
 LW1206  HISTORY     - 19900524 GOOD             USPSQD
 LW1206
 LW1206                          STATION DESCRIPTION
 LW1206
 LW1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1206'3.8 MI N FROM CHEPACHET.
 LW1206'ABOUT 3.75 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1206'JUNCTION OF U.S. HIGHWAY 44 AT CHEPACHET, ABOUT 143 YARDS
 LW1206'SOUTHWEST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 107,
 LW1206'AT THE NORTHEAST END OF A LARGE ROCK CUT, SET IN THE TOP AND AT
 LW1206'ABOUT THE HIGHEST POINT OF A ROCK WHICH IS 35 FEET LONG-AND
 LW1206'15 FEET HIGH, 60 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LW1206'1 1/2 FEET NORTH OF THE SOUTH END OF THE ROCK, 2 FEET SOUTHEAST
 LW1206'OF A METAL WITNESS POST AND 15 FEET ABOVE THE LEVEL OF THE
 LW1206'HIGHWAY.
 LW1206
 LW1206                          STATION RECOVERY (1985)
 LW1206
 LW1206'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1206'RECOVERED IN GOOD CONDITION.
 LW1206
 LW1206                          STATION RECOVERY (1987)
 LW1206
 LW1206'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1206'RECOVERED IN GOOD CONDITION.
 LW1206
 LW1206                          STATION RECOVERY (1988)
 LW1206
 LW1206'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1206'RECOVERED IN GOOD CONDITION.
 LW1206
 LW1206                          STATION RECOVERY (1990)
 LW1206
 LW1206'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1209 ***********************************************************************
 LW1209  DESIGNATION -  GLENDALE RM 1
 LW1209  PID         -  LW1209
 LW1209  STATE/COUNTY-  RI/PROVIDENCE
 LW1209  USGS QUAD   -  CHEPACHET (1975)
 LW1209
 LW1209                         *CURRENT SURVEY CONTROL
 LW1209  ___________________________________________________________________
 LW1209* NAD 83(1996)-  41 58 17.17424(N)    071 38 20.18749(W)     ADJUSTED  
 LW1209* NAVD 88     -       134.880  (meters)     442.52   (feet)  ADJUSTED  
 LW1209  ___________________________________________________________________
 LW1209  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LW1209  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW1209  DYNAMIC HT  -         134.835 (meters)     442.37  (feet)  COMP
 LW1209  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 LW1209
 LW1209  HORZ ORDER  -  SECOND
 LW1209  VERT ORDER  -  SECOND    CLASS 0
 LW1209
 LW1209.The horizontal coordinates were established by classical geodetic methods
 LW1209.and adjusted by the National Geodetic Survey in August 1998..
 LW1209
 LW1209.The orthometric height was determined by differential leveling
 LW1209.and adjusted by the National Geodetic Survey in June 1991..
 LW1209
 LW1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1209
 LW1209.The geoid height was determined by GEOID03.
 LW1209
 LW1209.The dynamic height is computed by dividing the NAVD 88
 LW1209.geopotential number by the normal gravity value computed on the
 LW1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1209.degrees latitude (g = 980.6199 gals.).
 LW1209
 LW1209.The modeled gravity was interpolated from observed gravity values.
 LW1209
 LW1209;                    North         East     Units Scale Factor Converg.
 LW1209;SPC RI       -    98,645.204    88,483.559   MT  0.99999538   -0 05 34.5
 LW1209;SPC RI       -   323,638.47    290,299.81   sFT  0.99999538   -0 05 34.5
 LW1209;SPC MA M     -   857,906.206   188,483.810   MT  0.99997251   -0 05 36.0
 LW1209;SPC MA M     - 2,814,647.28    618,383.97   sFT  0.99997251   -0 05 36.0
 LW1209;UTM  19      - 4,649,973.732   281,343.184   MT  1.00018835   -1 45 55.9
 LW1209
 LW1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1209!SPC RI       -   0.99998347  x   0.99999538  =   0.99997885
 LW1209!SPC MA M     -   0.99998347  x   0.99997251  =   0.99995598
 LW1209!UTM  19      -   0.99998347  x   1.00018835  =   1.00017182
 LW1209
 LW1209                          SUPERSEDED SURVEY CONTROL
 LW1209
 LW1209  NAD 83(1996)-  41 58 17.17406(N)    071 38 20.18734(W) AD(       ) 2
 LW1209  NAD 83(1992)-  41 58 17.17316(N)    071 38 20.18645(W) AD(       ) 2
 LW1209  NAD 83(1992)-  41 58 17.17311(N)    071 38 20.18652(W) AD(       ) 2
 LW1209  NAD 83(1986)-  41 58 17.17315(N)    071 38 20.18586(W) AD(       ) 2
 LW1209  NGVD 29 (??/??/92)  135.127  (m)          443.33   (f) ADJ UNCH    2 0
 LW1209
 LW1209.Superseded values are not recommended for survey control.
 LW1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1209.See file dsdata.txt to determine how the superseded data were derived.
 LW1209
 LW1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8134349974(NAD 83)
 LW1209_MARKER: DR = REFERENCE MARK DISK
 LW1209_SETTING: 66 = SET IN ROCK OUTCROP
 LW1209_SP_SET: ROCK OUTCROP
 LW1209_STAMPING: GLENDALE NO 1 1968
 LW1209_MARK LOGO: CGS   
 LW1209_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1209+STABILITY: POSITION/ELEVATION WELL
 LW1209
 LW1209  HISTORY     - Date     Condition        Report By
 LW1209  HISTORY     - 1968     MONUMENTED       CGS
 LW1209  HISTORY     - 1969     GOOD             NGS
 LW1209  HISTORY     - 1986     GOOD             RIGS
 LW1209  HISTORY     - 1986     GOOD             RIGS
 LW1209  HISTORY     - 1987     GOOD             USPSQD
 LW1209  HISTORY     - 1988     GOOD             USPSQD
 LW1209  HISTORY     - 19900524 GOOD             USPSQD
 LW1209
 LW1209                          STATION DESCRIPTION
 LW1209
 LW1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1209'4.4 MI N FROM CHEPACHET.
 LW1209'ABOUT 4.35 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1209'JUNCTION OF U.S. HIGHWAY 44 AT CHEPACHET, ABOUT 0.55 MILE
 LW1209'NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 107, ON THE TOP OF A
 LW1209'35 FOOT HIGH CUT BANK, 85.6 FEET EAST OF THE STATION MARK DESCRIBED,
 LW1209'SET IN THE TOP OF A LARGE ROCK CUT, 63 FEET NORTHWEST OF THE
 LW1209'CENTER LINE OF THE HIGHWAY, 5 1/2 FEET NORTHWEST OF THE
 LW1209'SOUTHEAST EDGE OF THE CUT AND 35 FEET ABOVE THE LEVEL OF THE
 LW1209'HIGHWAY.
 LW1209
 LW1209                          STATION RECOVERY (1986)
 LW1209
 LW1209'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW1209'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI)
 LW1209'NORTH-NORTHEAST OF CHEPACHET CENTER,
 LW1209'5.4 KM (3.35 MI) NORTHEAST OF PASCOAG CENTER, AND
 LW1209'0.7 KM (0.45 MI) SOUTHWEST OF GLENDALE CENTER.
 LW1209'OWNERSHIP--STATE RIGHT OF WAY.
 LW1209'
 LW1209'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 107 AND
 LW1209'102, WHICH IS ABOUT 3.2 KM (2.0 MI) EAST OF HARRISVILLE CENTER, GO
 LW1209'NORTH FOR 0.9 KM (0.55 MI) ON STATE HIGHWAY 102 TO A LARGE BEDROCK
 LW1209'OUTCROPPING  AND THE STATION MARK ON THE LEFT, ABOUT 30 FEET ABOVE
 LW1209'THE HIGHWAY.
 LW1209'
 LW1209'THE STATION IS A STANDARD NGS DISK
 LW1209'STAMPED---GLENDALE NO. 1 1968---,
 LW1209'SET INTO A ROCK OUTCROP 820 METERS (250 FT) LARGEST DIMENSION.
 LW1209'LOCATED 26.15 METERS (85.8 FT) EAST-NORTHEAST FROM THE TRIANGULATION
 LW1209'STATION MARK STAMPED--- GLENDALE 1968,
 LW1209'18.3 METERS (60.0 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 LW1209'HIGHWAY 102, AND 3.7 METERS (12.0 FT) NORTHWEST FROM THE FACE OF
 LW1209'THE LEDGE CUT.
 LW1209
 LW1209                          STATION RECOVERY (1986)
 LW1209
 LW1209'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1209'RECOVERED IN GOOD CONDITION.
 LW1209
 LW1209                          STATION RECOVERY (1987)
 LW1209
 LW1209'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1209'RECOVERED IN GOOD CONDITION.
 LW1209
 LW1209                          STATION RECOVERY (1988)
 LW1209
 LW1209'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1209'RECOVERED IN GOOD CONDITION.
 LW1209
 LW1209                          STATION RECOVERY (1990)
 LW1209
 LW1209'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1207 ***********************************************************************
 LW1207  DESIGNATION -  GLENDALE RM 2
 LW1207  PID         -  LW1207
 LW1207  STATE/COUNTY-  RI/PROVIDENCE
 LW1207  USGS QUAD   -  CHEPACHET (1975)
 LW1207
 LW1207                         *CURRENT SURVEY CONTROL
 LW1207  ___________________________________________________________________
 LW1207* NAD 83(1996)-  41 58 16.36833(N)    071 38 21.34470(W)     ADJUSTED  
 LW1207* NAVD 88     -       135.660  (meters)     445.08   (feet)  ADJUSTED  
 LW1207  ___________________________________________________________________
 LW1207  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LW1207  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW1207  DYNAMIC HT  -         135.614 (meters)     444.93  (feet)  COMP
 LW1207  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 LW1207
 LW1207  HORZ ORDER  -  SECOND
 LW1207  VERT ORDER  -  SECOND    CLASS 0
 LW1207
 LW1207.The horizontal coordinates were established by classical geodetic methods
 LW1207.and adjusted by the National Geodetic Survey in August 1998..
 LW1207.No horizontal observational check was made to the station.
 LW1207
 LW1207.The orthometric height was determined by differential leveling
 LW1207.and adjusted by the National Geodetic Survey in June 1991..
 LW1207
 LW1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1207
 LW1207.The geoid height was determined by GEOID03.
 LW1207
 LW1207.The dynamic height is computed by dividing the NAVD 88
 LW1207.geopotential number by the normal gravity value computed on the
 LW1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1207.degrees latitude (g = 980.6199 gals.).
 LW1207
 LW1207.The modeled gravity was interpolated from observed gravity values.
 LW1207
 LW1207;                    North         East     Units Scale Factor Converg.
 LW1207;SPC RI       -    98,620.383    88,456.875   MT  0.99999539   -0 05 35.3
 LW1207;SPC RI       -   323,557.04    290,212.26   sFT  0.99999539   -0 05 35.3
 LW1207;SPC MA M     -   857,881.385   188,457.126   MT  0.99997253   -0 05 36.8
 LW1207;SPC MA M     - 2,814,565.84    618,296.42   sFT  0.99997253   -0 05 36.8
 LW1207;UTM  19      - 4,649,949.695   281,315.781   MT  1.00018850   -1 45 56.6
 LW1207
 LW1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1207!SPC RI       -   0.99998335  x   0.99999539  =   0.99997874
 LW1207!SPC MA M     -   0.99998335  x   0.99997253  =   0.99995588
 LW1207!UTM  19      -   0.99998335  x   1.00018850  =   1.00017184
 LW1207
 LW1207                          SUPERSEDED SURVEY CONTROL
 LW1207
 LW1207  NAD 83(1996)-  41 58 16.36815(N)    071 38 21.34455(W) AD(       ) 2
 LW1207  NAD 83(1992)-  41 58 16.36725(N)    071 38 21.34366(W) AD(       ) 2
 LW1207  NAD 83(1992)-  41 58 16.36721(N)    071 38 21.34373(W) AD(       ) 2
 LW1207  NAD 83(1986)-  41 58 16.36758(N)    071 38 21.34258(W) AD(       ) 2
 LW1207  NGVD 29 (??/??/92)  135.907  (m)          445.89   (f) ADJ UNCH    2 0
 LW1207
 LW1207.Superseded values are not recommended for survey control.
 LW1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1207.See file dsdata.txt to determine how the superseded data were derived.
 LW1207
 LW1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8131649950(NAD 83)
 LW1207_MARKER: DR = REFERENCE MARK DISK
 LW1207_SETTING: 66 = SET IN ROCK OUTCROP
 LW1207_SP_SET: ROCK OUTCROP
 LW1207_STAMPING: GLENDALE NO 2 1968
 LW1207_MARK LOGO: CGS   
 LW1207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1207+STABILITY: POSITION/ELEVATION WELL
 LW1207
 LW1207  HISTORY     - Date     Condition        Report By
 LW1207  HISTORY     - 1968     MONUMENTED       CGS
 LW1207  HISTORY     - 1969     GOOD             NGS
 LW1207  HISTORY     - 1986     GOOD             RIGS
 LW1207  HISTORY     - 1987     GOOD             USPSQD
 LW1207  HISTORY     - 1988     GOOD             USPSQD
 LW1207  HISTORY     - 19900524 GOOD             USPSQD
 LW1207
 LW1207                          STATION DESCRIPTION
 LW1207
 LW1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1207'4.4 MI N FROM CHEPACHET.
 LW1207'ABOUT 4.35 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1207'JUNCTION OF U.S. HIGHWAY 44 AT CHEPACHET, ABOUT 0.55 MILE NORTHEAST
 LW1207'OF THE JUNCTION OF STATE HIGHWAY 102 AND 107, ON THE TOP OF A
 LW1207'HIGH CUT BANK, 45.2 FEET SOUTH OF THE STATION MARK DESCRIBED,
 LW1207'SET ON THE TOP OF THE HIGHEST POINT OF A 35-FOOT ROCK CUT,
 LW1207'67 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 LW1207'NORTH OF THE SOUTH END OF THE HIGHEST ROCK OF THE CUT, 2.7 FEET
 LW1207'NORTHEAST OF A METAL WITNESS POST AND ABOUT 35 FEET ABOVE THE
 LW1207'LEVEL OF THE HIGHWAY.
 LW1207
 LW1207                          STATION RECOVERY (1986)
 LW1207
 LW1207'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1207'RECOVERED IN GOOD CONDITION.
 LW1207
 LW1207                          STATION RECOVERY (1987)
 LW1207
 LW1207'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1207'RECOVERED IN GOOD CONDITION.
 LW1207
 LW1207                          STATION RECOVERY (1988)
 LW1207
 LW1207'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1207'RECOVERED IN GOOD CONDITION.
 LW1207
 LW1207                          STATION RECOVERY (1990)
 LW1207
 LW1207'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2218 ***********************************************************************
 LW2218  DESIGNATION -  GLOBE VILLAGE
 LW2218  PID         -  LW2218
 LW2218  STATE/COUNTY-  RI/NEWPORT
 LW2218  USGS QUAD   -  FALL RIVER (1979)
 LW2218
 LW2218                         *CURRENT SURVEY CONTROL
 LW2218  ___________________________________________________________________
 LW2218* NAD 83(1996)-  41 40 22.85979(N)    071 11 00.67949(W)     ADJUSTED  
 LW2218* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 LW2218  ___________________________________________________________________
 LW2218  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 LW2218  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW2218
 LW2218  HORZ ORDER  -  THIRD
 LW2218
 LW2218.The horizontal coordinates were established by classical geodetic methods
 LW2218.and adjusted by the National Geodetic Survey in August 1998..
 LW2218
 LW2218.The orthometric height was scaled from a topographic map.
 LW2218
 LW2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2218
 LW2218.The geoid height was determined by GEOID03.
 LW2218
 LW2218;                    North         East     Units Scale Factor Converg.
 LW2218;SPC RI       -    65,538.931   126,354.093   MT  1.00000229   +0 12 37.5
 LW2218;SPC RI       -   215,022.31    414,546.72   sFT  1.00000229   +0 12 37.5
 LW2218;UTM  19      - 4,615,776.035   318,237.900   MT  1.00000657   -1 27 07.8
 LW2218
 LW2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2218!SPC RI       -   0.99999275  x   1.00000229  =   0.99999504
 LW2218!UTM  19      -   0.99999275  x   1.00000657  =   0.99999932
 LW2218
 LW2218|---------------------------------------------------------------------|
 LW2218| PID    Reference Object                     Distance      Geod. Az  |
 LW2218|                                                           dddmmss.s |
 LW2218| LW2211 CANADIAN CATHOLIC CHURCH            291.792 METERS 02906     |
 LW2218| LW2237 NIAGARA                             APPROX. 2.7 KM 0482417.3 |
 LW2218| LW2238 NIAGARA ENGINE HOUSE                APPROX. 2.7 KM 0484304.0 |
 LW2218| LW2217 FALL RIVER CORNER 5                  63.811 METERS 27315     |
 LW2218|---------------------------------------------------------------------|
 LW2218
 LW2218                          SUPERSEDED SURVEY CONTROL
 LW2218
 LW2218  NAD 83(1996)-  41 40 22.85979(N)    071 11 00.67949(W) AD(       ) 3
 LW2218  NAD 83(1992)-  41 40 22.85773(N)    071 11 00.67847(W) AD(       ) 3
 LW2218  NAD 83(1992)-  41 40 22.85773(N)    071 11 00.67847(W) AD(       ) 3
 LW2218  NAD 83(1986)-  41 40 22.85743(N)    071 11 00.67778(W) AD(       ) 3
 LW2218  NAD 27      -  41 40 22.48400(N)    071 11 02.52300(W) AD(       ) 3
 LW2218
 LW2218.Superseded values are not recommended for survey control.
 LW2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2218.See file dsdata.txt to determine how the superseded data were derived.
 LW2218
 LW2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1823815776(NAD 83)
 LW2218
 LW2218  HISTORY     - Date     Condition        Report By
 LW2218  HISTORY     - UNK      MONUMENTED
 LW2218  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LW2218
 LW2218                          STATION DESCRIPTION
 LW2218
 LW2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (KTA)
 LW2218'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2878 ***********************************************************************
 LW2878  DESIGNATION -  GOAT ISLAND LIGHTHOUSE
 LW2878  PID         -  LW2878
 LW2878  STATE/COUNTY-  RI/NEWPORT
 LW2878  USGS QUAD   -  NEWPORT (1975)
 LW2878
 LW2878                         *CURRENT SURVEY CONTROL
 LW2878  ___________________________________________________________________
 LW2878* NAD 83(1996)-  41 29 35.91696(N)    071 19 37.39819(W)     ADJUSTED  
 LW2878* NAVD 88     -                                                        
 LW2878  ___________________________________________________________________
 LW2878  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LW2878  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2878
 LW2878  HORZ ORDER  -  THIRD
 LW2878
 LW2878.The horizontal coordinates were established by classical geodetic methods
 LW2878.and adjusted by the National Geodetic Survey in August 1998..
 LW2878
 LW2878
 LW2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2878
 LW2878.The geoid height was determined by GEOID03.
 LW2878
 LW2878;                    North         East     Units Scale Factor Converg.
 LW2878;SPC RI       -    45,545.983   114,441.639   MT  0.99999632   +0 06 52.5
 LW2878;SPC RI       -   149,428.78    375,463.94   sFT  0.99999632   +0 06 52.5
 LW2878;UTM  19      - 4,596,135.788   305,750.931   MT  1.00006437   -1 32 32.0
 LW2878
 LW2878                          SUPERSEDED SURVEY CONTROL
 LW2878
 LW2878  NAD 83(1996)-  41 29 35.91660(N)    071 19 37.39747(W) AD(       ) 4
 LW2878  NAD 83(1992)-  41 29 35.91534(N)    071 19 37.39753(W) AD(       ) 4
 LW2878  NAD 83(1992)-  41 29 35.91477(N)    071 19 37.39716(W) AD(       ) 4
 LW2878  NAD 83(1986)-  41 29 35.91476(N)    071 19 37.39528(W) AD(       ) 4
 LW2878  NAD 27      -  41 29 35.57113(N)    071 19 39.20322(W) AD(       ) 3
 LW2878
 LW2878.Superseded values are not recommended for survey control.
 LW2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2878.See file dsdata.txt to determine how the superseded data were derived.
 LW2878
 LW2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0575196136(NAD 83)
 LW2878_MARKER: 13 = LIGHTHOUSE
 LW2878
 LW2878  HISTORY     - Date     Condition        Report By
 LW2878  HISTORY     - 1888     FIRST OBSERVED   CGS
 LW2878  HISTORY     - 1934     GOOD             CGS
 LW2878  HISTORY     - 1954     GOOD             CGS
 LW2878
 LW2878                          STATION DESCRIPTION
 LW2878
 LW2878'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2878'STATION IS THE FINIAL ON THE LIGHTHOUSE ON THE NORTHERN END OF
 LW2878'GOAT ISLAND.  THE LIGHTHOUSE IS A STONE TOWER PAINTED WHITE WITH
 LW2878'THE LANTERN PAINTED BLACK.  THE LIGHTHOUSE IS CONNECTED TO ISLAND
 LW2878'BY A MASONRY BULKHEAD.
 LW2878
 LW2878                          STATION RECOVERY (1954)
 LW2878
 LW2878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2878'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 LW2878'AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2877 ***********************************************************************
 LW2877  DESIGNATION -  GOAT ISLAND NORTH
 LW2877  PID         -  LW2877
 LW2877  STATE/COUNTY-  RI/NEWPORT
 LW2877  USGS QUAD   -  NEWPORT (1975)
 LW2877
 LW2877                         *CURRENT SURVEY CONTROL
 LW2877  ___________________________________________________________________
 LW2877* NAD 83(1996)-  41 29 36.13187(N)    071 19 37.68416(W)     ADJUSTED  
 LW2877* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2877  ___________________________________________________________________
 LW2877  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LW2877  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2877
 LW2877  HORZ ORDER  -  THIRD
 LW2877
 LW2877.The horizontal coordinates were established by classical geodetic methods
 LW2877.and adjusted by the National Geodetic Survey in August 1998..
 LW2877
 LW2877.The orthometric height was scaled from a topographic map.
 LW2877
 LW2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2877
 LW2877.The geoid height was determined by GEOID03.
 LW2877
 LW2877;                    North         East     Units Scale Factor Converg.
 LW2877;SPC RI       -    45,552.600   114,434.992   MT  0.99999631   +0 06 52.3
 LW2877;SPC RI       -   149,450.49    375,442.14   sFT  0.99999631   +0 06 52.3
 LW2877;UTM  19      - 4,596,142.595   305,744.478   MT  1.00006440   -1 32 32.2
 LW2877
 LW2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2877!SPC RI       -   1.00000475  x   0.99999631  =   1.00000106
 LW2877!UTM  19      -   1.00000475  x   1.00006440  =   1.00006915
 LW2877
 LW2877:                Primary Azimuth Mark                     Grid Az
 LW2877:SPC RI       -  FORT GREENE                              048 35 50.4
 LW2877:UTM  19      -  FORT GREENE                              050 15 14.9
 LW2877
 LW2877|---------------------------------------------------------------------|
 LW2877| PID    Reference Object                     Distance      Geod. Az  |
 LW2877|                                                           dddmmss.s |
 LW2877| LW2888 FORT GREENE                         APPROX. 0.6 KM 0484242.7 |
 LW2877| LW2856 NEWPORT CITY HALL DOME              APPROX. 1.3 KM 0982928.8 |
 LW2877| CB7726 GOAT ISLAND NORTH RM 1               14.372 METERS 11705     |
 LW2877| LW2854 NEWPORT TRINITY CH SPIRE            APPROX. 1.3 KM 1201959.3 |
 LW2877| LW2840 NEWPORT CHANNING MEMORIAL CH        APPROX. 1.7 KM 1220844.3 |
 LW2877| LW2855 NEWPORT ST MARYS CHURCH SPIRE       APPROX. 1.6 KM 1304157.9 |
 LW2877| CB7727 GOAT ISLAND NORTH RM 2               13.065 METERS 16407     |
 LW2877| LW2883 FORT ADAMS LIGHT                    APPROX. 1.5 KM 2131558.7 |
 LW2877| LW2848 ROSE ISLAND AERO LIGHT              APPROX. 1.2 KM 2851513.0 |
 LW2877|---------------------------------------------------------------------|
 LW2877
 LW2877                          SUPERSEDED SURVEY CONTROL
 LW2877
 LW2877  NAD 83(1996)-  41 29 36.13148(N)    071 19 37.68345(W) AD(       ) 3
 LW2877  NAD 83(1992)-  41 29 36.13027(N)    071 19 37.68350(W) AD(       ) 3
 LW2877  NAD 83(1992)-  41 29 36.12971(N)    071 19 37.68311(W) AD(       ) 3
 LW2877  NAD 83(1986)-  41 29 36.12973(N)    071 19 37.68125(W) AD(       ) 3
 LW2877  NAD 27      -  41 29 35.77000(N)    071 19 39.48600(W) AD(       ) 3
 LW2877
 LW2877.Superseded values are not recommended for survey control.
 LW2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2877.See file dsdata.txt to determine how the superseded data were derived.
 LW2877
 LW2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0574496143(NAD 83)
 LW2877_MARKER: DS = TRIANGULATION STATION DISK
 LW2877_SETTING: 0 = UNSPECIFIED SETTING
 LW2877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2877
 LW2877  HISTORY     - Date     Condition        Report By
 LW2877  HISTORY     - 1934     MONUMENTED       CGS
 LW2877  HISTORY     - 1940     SEE DESCRIPTION  USCG
 LW2877  HISTORY     - 1954     GOOD             CGS
 LW2877  HISTORY     - 1967     GOOD             LOCENG
 LW2877  HISTORY     - 1991     GOOD             USPSQD
 LW2877
 LW2877                          STATION DESCRIPTION
 LW2877
 LW2877'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2877'STATION IS NW OF THE LIGHTHOUSE.  IT IS 1.14 METERS IN FROM THE N
 LW2877'EDGE OF THE BULKHEAD AND 1.10 METERS IN FROM THE W EDGE.
 LW2877'
 LW2877'STATION IS A STANDARD DISK CEMENTED IN THE NW CORNER OF THE
 LW2877'MASONRY BULKHEAD EXTENDING N FROM GOAT ISLAND, AND STAMPED GOAT
 LW2877'ISLAND NORTH, 1934.
 LW2877'
 LW2877'REFERENCE MARK NO. 1 IS A STANDARD DISK LOCATED IN THE APPROXIMATE
 LW2877'CENTER OF THE MASONRY E OF THE LIGHT.  IT IS 1.55 METERS IN FROM
 LW2877'THE E EDGE OF THE BULKHEAD.  REFERENCE MARK NO. 2 IS A STANDARD
 LW2877'DISK LOCATED S OF THE LIGHT.  IT IS 1.64 METERS FROM THE S EDGE OF
 LW2877'THE BULKHEAD AND 4.50 METERS FROM THE W EDGE.
 LW2877
 LW2877                          STATION RECOVERY (1940)
 LW2877
 LW2877'RECOVERY NOTE BY US COAST GUARD 1940
 LW2877'LETTER OF THE COMMANDER, BOSTON DISTRICT, U.S. COAST GUARD,
 LW2877'BOSTON, MASSACHUSETTS, DATED FEBRUARY 23, 1940--ON THE TOP OF THE
 LW2877'PIER OF THE NEWPORT HARBOR LIGHT, IT WAS NOTED THAT SEVERAL BENCH
 LW2877'MARKS WERE LOCATED.  IT IS BELIEVED THAT THESE MARKS BELONG TO
 LW2877'YOUR DEPARTMENT.  THE HURRICANE OF SEPTEMBER 21, 1938 DISLODGED
 LW2877'MOST OF THE TOP SURFACE STONES OF THIS PIER AND ALL HAVE BEEN
 LW2877'REMOVED AND REPLACED.
 LW2877'
 LW2877'THE STORM AND THE WORKMEN DESTROYED ALL BENCH MARKS LOCATED
 LW2877'THEREON.  THE DECK HAS NOW BEEN REPAIRED IN A PERMANENT CONDITION,
 LW2877'WHICH WILL PERMIT THE REESTABLISHMENT OF THESE MARKS, IF DESIRED.
 LW2877
 LW2877                          STATION RECOVERY (1954)
 LW2877
 LW2877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2877'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS HAVE
 LW2877'BEEN DESTROYED BY CONSTRUCTION.
 LW2877
 LW2877                          STATION RECOVERY (1967)
 LW2877
 LW2877'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (JJB)
 LW2877'GOAT ISLAND NORTH 1934 GOOD
 LW2877'
 LW2877'THE STANDARD DISK APPEARS IN GOOD CONDITION AND NOT MISSING AS
 LW2877'INDICATED IN PREVIOUS DESCRIPTION.  THERE IS A CAUSEWAY TO GOAT
 LW2877'ISLAND AND FILL TO THE LIGHT MAKING EASY ACCESS TO SAME.  TIES NOT
 LW2877'CHECKED BECAUSE WE DID NOT USE THIS STATION.
 LW2877
 LW2877                          STATION RECOVERY (1991)
 LW2877
 LW2877'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 LW2877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2874 ***********************************************************************
 LW2874  DESIGNATION -  GOAT ISLAND SHOAL LIGHTHOUSE
 LW2874  PID         -  LW2874
 LW2874  STATE/COUNTY-  RI/NEWPORT
 LW2874  USGS QUAD   -  NEWPORT (1975)
 LW2874
 LW2874                         *CURRENT SURVEY CONTROL
 LW2874  ___________________________________________________________________
 LW2874* NAD 83(1996)-  41 28 58.38242(N)    071 19 37.48548(W)     ADJUSTED  
 LW2874* NAVD 88     -                                                        
 LW2874  ___________________________________________________________________
 LW2874  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 LW2874  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW2874
 LW2874  HORZ ORDER  -  THIRD
 LW2874
 LW2874.The horizontal coordinates were established by classical geodetic methods
 LW2874.and adjusted by the National Geodetic Survey in August 1998..
 LW2874
 LW2874
 LW2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2874
 LW2874.The geoid height was determined by GEOID03.
 LW2874
 LW2874;                    North         East     Units Scale Factor Converg.
 LW2874;SPC RI       -    44,388.010   114,441.929   MT  0.99999632   +0 06 52.4
 LW2874;SPC RI       -   145,629.66    375,464.90   sFT  0.99999632   +0 06 52.4
 LW2874;UTM  19      - 4,594,978.212   305,717.742   MT  1.00006453   -1 32 30.9
 LW2874
 LW2874                          SUPERSEDED SURVEY CONTROL
 LW2874
 LW2874  NAD 83(1996)-  41 28 58.38203(N)    071 19 37.48472(W) AD(       ) 4
 LW2874  NAD 83(1992)-  41 28 58.38082(N)    071 19 37.48484(W) AD(       ) 4
 LW2874  NAD 83(1992)-  41 28 58.38025(N)    071 19 37.48443(W) AD(       ) 4
 LW2874  NAD 83(1986)-  41 28 58.38016(N)    071 19 37.48246(W) AD(       ) 4
 LW2874  NAD 27      -  41 28 58.01700(N)    071 19 39.28700(W) AD(       ) 3
 LW2874
 LW2874.Superseded values are not recommended for survey control.
 LW2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2874.See file dsdata.txt to determine how the superseded data were derived.
 LW2874
 LW2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0571894978(NAD 83)
 LW2874_MARKER: 13 = LIGHTHOUSE
 LW2874
 LW2874  HISTORY     - Date     Condition        Report By
 LW2874  HISTORY     - 1912     FIRST OBSERVED   CGS
 LW2874  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2874
 LW2874                          STATION DESCRIPTION
 LW2874
 LW2874'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (IW)
 LW2874'STATION IS AT THE S END OF GOAT ISLAND, NEWPORT HARBOR.  THE
 LW2874'LANTERN IS 25 FEET ABOVE MEAN-HIGH WATER AND THE POINT VERTICALLY
 LW2874'BELOW THE LANTERN IS MARKED BY THE INTERSECTION OF TWO LINES CUT
 LW2874'IN THE CONCRETE BASE.
 LW2874
 LW2874                          STATION RECOVERY (1934)
 LW2874
 LW2874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2874'THE LIGHT WAS REPLACED IN 1928 WITH AN IRON STRUCTURE.  IT IS
 LW2874'REPORTED TO BE IN THE SAME POSITION, BUT AS IT IS PROBABLE THAT
 LW2874'THE LIGHT WAS MOVED SLIGHTLY, IT IS RECOMMENDED THAT THE STATION
 LW2874'BE CONSIDERED LOST.  NEW LIGHT LOCATED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2876 ***********************************************************************
 LW2876  DESIGNATION -  GOAT ISLAND SHOAL LIGHT
 LW2876  PID         -  LW2876
 LW2876  STATE/COUNTY-  RI/NEWPORT
 LW2876  USGS QUAD   -  NEWPORT (1975)
 LW2876
 LW2876                         *CURRENT SURVEY CONTROL
 LW2876  ___________________________________________________________________
 LW2876* NAD 83(1996)-  41 28 58.38311(N)    071 19 37.48415(W)     ADJUSTED  
 LW2876* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2876  ___________________________________________________________________
 LW2876  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 LW2876  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW2876
 LW2876  HORZ ORDER  -  THIRD
 LW2876
 LW2876.The horizontal coordinates were established by classical geodetic methods
 LW2876.and adjusted by the National Geodetic Survey in August 1998..
 LW2876
 LW2876.The orthometric height was scaled from a topographic map.
 LW2876
 LW2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2876
 LW2876.The geoid height was determined by GEOID03.
 LW2876
 LW2876;                    North         East     Units Scale Factor Converg.
 LW2876;SPC RI       -    44,388.032   114,441.960   MT  0.99999632   +0 06 52.4
 LW2876;SPC RI       -   145,629.73    375,465.00   sFT  0.99999632   +0 06 52.4
 LW2876;UTM  19      - 4,594,978.233   305,717.774   MT  1.00006453   -1 32 30.9
 LW2876
 LW2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2876!SPC RI       -   1.00000475  x   0.99999632  =   1.00000107
 LW2876!UTM  19      -   1.00000475  x   1.00006453  =   1.00006928
 LW2876
 LW2876:                Primary Azimuth Mark                     Grid Az
 LW2876:SPC RI       -  FORT ADAMS LIGHTHOUSE                    261 10 45.1
 LW2876:UTM  19      -  FORT ADAMS LIGHTHOUSE                    262 50 08.4
 LW2876
 LW2876|---------------------------------------------------------------------|
 LW2876| PID    Reference Object                     Distance      Geod. Az  |
 LW2876|                                                           dddmmss.s |
 LW2876| LW2882 FORT ADAMS LIGHTHOUSE               APPROX. 0.9 KM 2611737.5 |
 LW2876|---------------------------------------------------------------------|
 LW2876
 LW2876                          SUPERSEDED SURVEY CONTROL
 LW2876
 LW2876  NAD 83(1996)-  41 28 58.38272(N)    071 19 37.48340(W) AD(       ) 3
 LW2876  NAD 83(1992)-  41 28 58.38151(N)    071 19 37.48352(W) AD(       ) 3
 LW2876  NAD 83(1992)-  41 28 58.38094(N)    071 19 37.48310(W) AD(       ) 3
 LW2876  NAD 83(1986)-  41 28 58.38076(N)    071 19 37.48113(W) AD(       ) 3
 LW2876  NAD 27      -  41 28 58.02400(N)    071 19 39.27900(W) AD(       ) 3
 LW2876
 LW2876.Superseded values are not recommended for survey control.
 LW2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2876.See file dsdata.txt to determine how the superseded data were derived.
 LW2876
 LW2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0571894978(NAD 83)
 LW2876_MARKER: 14 = NAVIGATION LIGHT
 LW2876
 LW2876  HISTORY     - Date     Condition        Report By
 LW2876  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW2876  HISTORY     - 1954     GOOD             CGS
 LW2876
 LW2876                          STATION DESCRIPTION
 LW2876
 LW2876'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2876'STATION IS A LIGHTHOUSE SERVICE LIGHTED BEACON ON A FABRICATED
 LW2876'STEEL STRUCTURE ON THE SOUTHERN END OF GOAT ISLAND.  THE CENTER OF
 LW2876'THE LANTERN IS THE STATION.  THIS IS A NEW STRUCTURE REPLACING THE
 LW2876'FORMER LIGHT LOCATED IN 1912.
 LW2876
 LW2876                          STATION RECOVERY (1954)
 LW2876
 LW2876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2876'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 LW2876'AND COMPLETE.
 LW2876'
 LW2876'THIS IS GOAT ISLAND SHOAL LIGHT, NO. 505, IN U.S. COAST GUARDS
 LW2876'COMPLETE LIST OF LIGHTS AND OTHER MARINE AIDS, ATLANTIC COAST OF
 LW2876'THE UNITED STATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2881 ***********************************************************************
 LW2881  DESIGNATION -  GOAT ISLAND SOUTH
 LW2881  PID         -  LW2881
 LW2881  STATE/COUNTY-  RI/NEWPORT
 LW2881  USGS QUAD   -  NEWPORT (1975)
 LW2881
 LW2881                         *CURRENT SURVEY CONTROL
 LW2881  ___________________________________________________________________
 LW2881* NAD 83(1996)-  41 28 58.29911(N)    071 19 40.02037(W)     ADJUSTED  
 LW2881* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2881  ___________________________________________________________________
 LW2881  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 LW2881  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW2881
 LW2881  HORZ ORDER  -  THIRD
 LW2881
 LW2881.The horizontal coordinates were established by classical geodetic methods
 LW2881.and adjusted by the National Geodetic Survey in August 1998..
 LW2881
 LW2881.The orthometric height was scaled from a topographic map.
 LW2881
 LW2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2881
 LW2881.The geoid height was determined by GEOID03.
 LW2881
 LW2881;                    North         East     Units Scale Factor Converg.
 LW2881;SPC RI       -    44,385.323   114,383.127   MT  0.99999629   +0 06 50.7
 LW2881;SPC RI       -   145,620.85    375,271.98   sFT  0.99999629   +0 06 50.7
 LW2881;UTM  19      - 4,594,977.225   305,658.882   MT  1.00006481   -1 32 32.6
 LW2881
 LW2881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2881!SPC RI       -   1.00000475  x   0.99999629  =   1.00000104
 LW2881!UTM  19      -   1.00000475  x   1.00006481  =   1.00006956
 LW2881
 LW2881:                Primary Azimuth Mark                     Grid Az
 LW2881:SPC RI       -  NEWPORT ST MARYS CHURCH SPIRE            083 33 08.9
 LW2881:UTM  19      -  NEWPORT ST MARYS CHURCH SPIRE            085 12 32.2
 LW2881
 LW2881|---------------------------------------------------------------------|
 LW2881| PID    Reference Object                     Distance      Geod. Az  |
 LW2881|                                                           dddmmss.s |
 LW2881| LW2855 NEWPORT ST MARYS CHURCH SPIRE       APPROX. 1.3 KM 0833959.6 |
 LW2881| CB7729 GOAT ISLAND SOUTH RM 2               16.479 METERS 08637     |
 LW2881| LW2876 GOAT ISLAND SHOAL LIGHT              58.896 METERS 08729     |
 LW2881| LW2870 IDA LEWIS LIGHT                     APPROX. 0.6 KM 1651824.7 |
 LW2881| LW2883 FORT ADAMS LIGHT                    APPROX. 0.8 KM 2605506.9 |
 LW2881| LW2850 ROSE ISLAND 2 1912                  APPROX. 1.7 KM 3261047.9 |
 LW2881| CB7728 GOAT ISLAND SOUTH RM 1               18.149 METERS 35444     |
 LW2881|---------------------------------------------------------------------|
 LW2881
 LW2881                          SUPERSEDED SURVEY CONTROL
 LW2881
 LW2881  NAD 83(1996)-  41 28 58.29873(N)    071 19 40.01961(W) AD(       ) 3
 LW2881  NAD 83(1992)-  41 28 58.29752(N)    071 19 40.01973(W) AD(       ) 3
 LW2881  NAD 83(1992)-  41 28 58.29695(N)    071 19 40.01932(W) AD(       ) 3
 LW2881  NAD 83(1986)-  41 28 58.29740(N)    071 19 40.01753(W) AD(       ) 3
 LW2881  NAD 27      -  41 28 57.93900(N)    071 19 41.81700(W) AD(       ) 3
 LW2881
 LW2881.Superseded values are not recommended for survey control.
 LW2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2881.See file dsdata.txt to determine how the superseded data were derived.
 LW2881
 LW2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0565994977(NAD 83)
 LW2881_MARKER: DS = TRIANGULATION STATION DISK
 LW2881_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW2881_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW2881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2881
 LW2881  HISTORY     - Date     Condition        Report By
 LW2881  HISTORY     - 1934     MONUMENTED       CGS
 LW2881  HISTORY     - 1943     GOOD             CGS
 LW2881  HISTORY     - 1967     SEE DESCRIPTION  LOCENG
 LW2881
 LW2881                          STATION DESCRIPTION
 LW2881
 LW2881'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2881'STATION IS ON THE SW CORNER OF GOAT ISLAND, 58.9 METERS W OF GOAT
 LW2881'ISLAND SHOAL LIGHT.  IT IS 1.74 METERS FROM THE W BULKHEAD AND
 LW2881'1.99 METERS FROM THE S BULKHEAD.
 LW2881'
 LW2881'STATION IS A STANDARD DISK SET IN THE TOP OF A 6-INCH TILE FILLED
 LW2881'WITH CONCRETE, WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF
 LW2881'THE GROUND, AND IS STAMPED GOAT ISLAND SOUTH, 1934.
 LW2881'
 LW2881'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE IN TOPS OF
 LW2881'TILES WHICH ARE EMBEDDED IN THE GROUND AS DESCRIBED.
 LW2881'
 LW2881'REFERENCE MARK NO. 1 IS 18.2 METERS N OF THE STATION AND 2.49
 LW2881'METERS FROM THE W BULKHEAD.  REFERENCE MARK NO. 2 IS 16.5 METERS
 LW2881'E OF THE STATION AND 2.12 METERS FROM THE S BULKHEAD.
 LW2881
 LW2881                          STATION RECOVERY (1943)
 LW2881
 LW2881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2881'STATION IS 1.88 METERS FROM THE S FACE OF THE S SEA WALL, 0.525
 LW2881'METER FROM THE E FACE OF THE W SEA WALL, AND 1.45 METERS SW OF
 LW2881'THE SW CORNER OF CONCRETE AMMUNITION HUT.
 LW2881'
 LW2881'REFERENCE MARK 1 IS 18.146 METERS N OF THE STATION, 2.35 METERS
 LW2881'FROM THE W FACE OF THE W SEA WALL, AND 19.98 METERS FROM THE S
 LW2881'FACE OF THE S SEA WALL.
 LW2881'
 LW2881'REFERENCE MARK 2 COULD NOT BE FOUND.  IT WAS APPARENTLY DESTROYED
 LW2881'BY CONSTRUCTION OF ROAD.
 LW2881'
 LW2881'RECENT CONSTRUCTION OF AN AMMUNITION HUT AND AA GUN MOUNT LIMITS
 LW2881'THE VIEW ON A GROUND SET-UP TO NW AND SE DIRECTIONS.
 LW2881
 LW2881                          STATION RECOVERY (1967)
 LW2881
 LW2881'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (JJB)
 LW2881'FOUND 6-INCH TILE FILLED WITH CONCRETE BROKEN OFF FLUSH WITH THE
 LW2881'CONCRETE APRON IN THIS AREA.  SET NAIL IN SAME WITH TIES FROM U.S.
 LW2881'HARBOR LINE PLAN NO. 167 FROM CONCRETE SEA WALL.  RM 1 BROKEN OFF
 LW2881'FLUSH WITH CONCRETE APRON.  RM 2 NOT FOUND.  DISTANCE FROM NAIL TO
 LW2881'CENTER OF REMAINS OF RM 1 ARE OK (59.54 FEET).  CAUSEWAY TO ISLAND
 LW2881'NOW AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1151 ***********************************************************************
 LW1151  DESIGNATION -  GORDON
 LW1151  PID         -  LW1151
 LW1151  STATE/COUNTY-  RI/WASHINGTON
 LW1151  USGS QUAD   -  VOLUNTOWN (1975)
 LW1151
 LW1151                         *CURRENT SURVEY CONTROL
 LW1151  ___________________________________________________________________
 LW1151* NAD 83(1996)-  41 32 45.99846(N)    071 47 05.45644(W)     ADJUSTED  
 LW1151* NAVD 88     -       134.958  (meters)     442.77   (feet)  ADJUSTED  
 LW1151  ___________________________________________________________________
 LW1151  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LW1151  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LW1151  DYNAMIC HT  -         134.910 (meters)     442.62  (feet)  COMP
 LW1151  MODELED GRAV-     980,260.2   (mgal)                       NAVD 88
 LW1151
 LW1151  HORZ ORDER  -  FIRST
 LW1151  VERT ORDER  -  SECOND    CLASS 0
 LW1151
 LW1151.The horizontal coordinates were established by classical geodetic methods
 LW1151.and adjusted by the National Geodetic Survey in August 1998..
 LW1151
 LW1151.The orthometric height was determined by differential leveling
 LW1151.and adjusted by the National Geodetic Survey in June 1991..
 LW1151
 LW1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1151
 LW1151.The geoid height was determined by GEOID03.
 LW1151
 LW1151.The dynamic height is computed by dividing the NAVD 88
 LW1151.geopotential number by the normal gravity value computed on the
 LW1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1151.degrees latitude (g = 980.6199 gals.).
 LW1151
 LW1151.The modeled gravity was interpolated from observed gravity values.
 LW1151
 LW1151;                    North         East     Units Scale Factor Converg.
 LW1151;SPC RI       -    51,434.912    76,233.214   MT  1.00000070   -0 11 20.1
 LW1151;SPC RI       -   168,749.37    250,108.47   sFT  1.00000070   -0 11 20.1
 LW1151;SPC CT       -   232,009.935   385,326.801   MT  0.99998316   +0 38 23.8
 LW1151;SPC CT       -   761,185.93  1,264,193.01   sFT  0.99998316   +0 38 23.8
 LW1151;UTM  19      - 4,603,128.810   267,722.570   MT  1.00026400   -1 50 52.1
 LW1151
 LW1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1151!SPC RI       -   0.99998359  x   1.00000070  =   0.99998429
 LW1151!SPC CT       -   0.99998359  x   0.99998316  =   0.99996675
 LW1151!UTM  19      -   0.99998359  x   1.00026400  =   1.00024759
 LW1151
 LW1151|---------------------------------------------------------------------|
 LW1151| PID    Reference Object                     Distance      Geod. Az  |
 LW1151|                                                           dddmmss.s |
 LW1151| LW1150 GORDON RM 1                          17.989 METERS 07745     |
 LW1151| LW1152 GORDON RM 3                          66.608 METERS 23047     |
 LW1151| LW1153 GORDON RM 2                          23.814 METERS 30444     |
 LW1151| LW3559 BEACH                               APPROX. 2.2 KM 3473538.2 |
 LW1151|---------------------------------------------------------------------|
 LW1151
 LW1151                          SUPERSEDED SURVEY CONTROL
 LW1151
 LW1151  NAD 83(1992)-  41 32 45.99725(N)    071 47 05.45574(W) AD(       ) 1
 LW1151  NAD 83(1986)-  41 32 45.99665(N)    071 47 05.45623(W) AD(       ) 1
 LW1151  NAD 27      -  41 32 45.63969(N)    071 47 07.20451(W) AD(       ) 1
 LW1151  NGVD 29 (??/??/92)  135.223  (m)          443.64   (f) ADJ UNCH    2 0
 LW1151
 LW1151.Superseded values are not recommended for survey control.
 LW1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1151.See file dsdata.txt to determine how the superseded data were derived.
 LW1151
 LW1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6772303129(NAD 83)
 LW1151_MARKER: DS = TRIANGULATION STATION DISK
 LW1151_SETTING: 66 = SET IN ROCK OUTCROP
 LW1151_SP_SET: ROCK OUTCROP
 LW1151_STAMPING: GORDON 1969
 LW1151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1151+STABILITY: POSITION/ELEVATION WELL
 LW1151
 LW1151  HISTORY     - Date     Condition        Report By
 LW1151  HISTORY     - 1969     MONUMENTED       CGS
 LW1151  HISTORY     - 1969     GOOD             CGS
 LW1151  HISTORY     - 1986     GOOD             USPSQD
 LW1151  HISTORY     - 1988     GOOD             USPSQD
 LW1151  HISTORY     - 1988     GOOD             USPSQD
 LW1151  HISTORY     - 19891214 GOOD             USPSQD
 LW1151  HISTORY     - 19901121 GOOD             USPSQD
 LW1151  HISTORY     - 20010906 MARK NOT FOUND   USPSQD
 LW1151  HISTORY     - 20020706 MARK NOT FOUND   USPS
 LW1151
 LW1151                          STATION DESCRIPTION
 LW1151
 LW1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW1151'THE STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHWEST OF LEWIS
 LW1151'CITY, 4-1/2 MILES WEST OF ARCADIA, 4-1/2 MILES SOUTHEAST OF
 LW1151'VOLUNTOWN, 2 MILES NORTHWEST OF ROCKVILLE AND ON PROPERTY
 LW1151'OWNED BY MR. ARTHUR GORDON.
 LW1151'
 LW1151'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 138
 LW1151'AND 165 ABOUT 1 MILE EAST OF VOLUNTOWN, CONNECTICUT, GO
 LW1151'SOUTHEASTERLY ON STATE HIGHWAY 138 FOR 2.9 MILES TO THE RHODE
 LW1151'ISLAND, CONNECTICUT STATE LINE.  CONTINUE SOUTHEASTERLY ON
 LW1151'HIGHWAY 138 FOR 0.65 MILE TO THE STATION ON THE RIGHT AS
 LW1151'DESCRIBED.
 LW1151'
 LW1151'ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES IN BOULDERS.
 LW1151'
 LW1151'STATION MARK, STAMPED GORDON 1969 IS SET IN A BOULDER WHICH
 LW1151'IS 5 BY 8 FEET AND PROJECTS 6 INCHES.  IT IS 150 FEET WEST OF
 LW1151'THE CENTER OF HIGHWAY 138, 38.5 FEET NORTH OF A 3-INCH PINE
 LW1151'TREE, 14 FEET WEST OF A METAL WITNESS POST AND 13 FEET
 LW1151'NORTHWEST OF A 4 BY 4 FOOT BOULDER.
 LW1151'
 LW1151'RM 1, STAMPED GORDON NO 1 1969 IS SET IN A BOULDER WHICH IS 4
 LW1151'BY 6 FEET AND PROJECTS 4 FEET.  IT IS 100 FEET WEST OF THE
 LW1151'CENTER OF HIGHWAY 138, 70 FEET NORTHWEST OF A POWER POLE, 45
 LW1151'FEET WEST OF A WIRE FENCE AND 42.5 FEET SOUTHEAST OF A METAL
 LW1151'WITNESS POST.
 LW1151'
 LW1151'RM 2, STAMPED GORDON NO 2 1969 IS SET IN A BOULDER WHICH IS 1
 LW1151'BY 1 FOOT AND PROJECTS 2 INCHES.  IT IS 135 FEET WEST OF A WIRE
 LW1151'FENCE, 35 FEET SOUTH-SOUTHEAST OF A ROCK FENCE, 31 FEET SOUTH
 LW1151'OF A 10-INCH TREE AND 3.4 FEET EAST OF A METAL WITNESS POST.
 LW1151'
 LW1151'RM 3, STAMPED GORDON NO 3 1969 IS SET IN A BOULDER WHICH IS 5
 LW1151'BY 5 FEET AND PROJECTS 12 INCHES.  IT IS 140 FEET NORTH OF A
 LW1151'WOOD FENCE, 136 FEET EAST OF A WOODED AREA AND A 24-INCH OAK
 LW1151'TREE, 52 FEET WEST-NORTHWEST OF A LARGE BOULDER AND 3.8 FEET
 LW1151'NORTHEAST OF A METAL WITNESS POST.
 LW1151'
 LW1151'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW1151
 LW1151                          STATION RECOVERY (1969)
 LW1151
 LW1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LW1151'5.5 MI W FROM HOPE VALLEY.
 LW1151'ABOUT 5.5 MILES SOUTH AND NORTHWEST ALONG STATE HIGHWAY 138 FROM
 LW1151'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, ABOUT 0.6 MILE SOUTHEAST
 LW1151'OF THE RHODE ISLAND-CONNECTICUT STATE LINE, IN A LARGE OPEN
 LW1151'PASTURE SOUTHWEST OF THE HIGHWAY, SET ON THE TOP OF A MASS OF
 LW1151'OUTCROPPING ROCK WHICH IS ABOUT 25 FEET LONG AND 6 FEET WIDE, 129
 LW1151'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET WEST
 LW1151'OF THE EAST END OF THE EXPOSED PORTION OF THE ROCK, 16.9 FEET
 LW1151'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TOP OF THE
 LW1151'CLEARING OF HILL AND 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1151
 LW1151                          STATION RECOVERY (1986)
 LW1151
 LW1151'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1151'RECOVERED IN GOOD CONDITION.
 LW1151
 LW1151                          STATION RECOVERY (1988)
 LW1151
 LW1151'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1151'RECOVERED IN GOOD CONDITION.
 LW1151
 LW1151                          STATION RECOVERY (1988)
 LW1151
 LW1151'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1151'RECOVERED IN GOOD CONDITION.
 LW1151
 LW1151                          STATION RECOVERY (1989)
 LW1151
 LW1151'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1151'RECOVERED IN GOOD CONDITION.
 LW1151
 LW1151                          STATION RECOVERY (1990)
 LW1151
 LW1151'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1151'RECOVERED IN GOOD CONDITION.
 LW1151
 LW1151                          STATION RECOVERY (2001)
 LW1151
 LW1151'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1151'STATION, RM1 LW1150, RM2 LW1153, RM3 LW1152, NOT FOUND
 LW1151
 LW1151                          STATION RECOVERY (2002)
 LW1151
 LW1151'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1151'LAND OWNER SAID FIELD WAS CLEARED OF BOULDERS AND ALL MARKS FOR
 LW1151'STATION GORDON WERE PROBABLY DESTROYED. HIS SON IS PREPARING TO BUILD
 LW1151'A HOUSE ON THE CLEARED LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1150 ***********************************************************************
 LW1150  DESIGNATION -  GORDON RM 1
 LW1150  PID         -  LW1150
 LW1150  STATE/COUNTY-  RI/WASHINGTON
 LW1150  USGS QUAD   -  VOLUNTOWN (1975)
 LW1150
 LW1150                         *CURRENT SURVEY CONTROL
 LW1150  ___________________________________________________________________
 LW1150* NAD 83(1986)-  41 32 45.     (N)    071 47 05.     (W)     SCALED    
 LW1150* NAVD 88     -       134.209  (meters)     440.32   (feet)  ADJUSTED  
 LW1150  ___________________________________________________________________
 LW1150  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LW1150  DYNAMIC HT  -         134.161 (meters)     440.16  (feet)  COMP
 LW1150  MODELED GRAV-     980,260.2   (mgal)                       NAVD 88
 LW1150
 LW1150  VERT ORDER  -  SECOND    CLASS 0
 LW1150
 LW1150.The horizontal coordinates were scaled from a topographic map and have
 LW1150.an estimated accuracy of +/- 6 seconds.
 LW1150
 LW1150.The orthometric height was determined by differential leveling
 LW1150.and adjusted by the National Geodetic Survey in June 1991..
 LW1150
 LW1150.The geoid height was determined by GEOID03.
 LW1150
 LW1150.The dynamic height is computed by dividing the NAVD 88
 LW1150.geopotential number by the normal gravity value computed on the
 LW1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1150.degrees latitude (g = 980.6199 gals.).
 LW1150
 LW1150.The modeled gravity was interpolated from observed gravity values.
 LW1150
 LW1150;                    North         East    Units  Estimated Accuracy
 LW1150;SPC RI       -    51,400.       76,240.      MT  (+/- 180 meters Scaled)
 LW1150
 LW1150                          SUPERSEDED SURVEY CONTROL
 LW1150
 LW1150  NGVD 29 (??/??/92)  134.473  (m)          441.18   (f) ADJ UNCH    2 0
 LW1150
 LW1150.Superseded values are not recommended for survey control.
 LW1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1150.See file dsdata.txt to determine how the superseded data were derived.
 LW1150
 LW1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG677030(NAD 83)
 LW1150_MARKER: DR = REFERENCE MARK DISK
 LW1150_SETTING: 80 = SET IN A BOULDER
 LW1150_SP_SET: BOULDER
 LW1150_STAMPING: GORDON NO 1 1969
 LW1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1150+STABILITY: SURFACE MOTION
 LW1150
 LW1150  HISTORY     - Date     Condition        Report By
 LW1150  HISTORY     - 1969     MONUMENTED       CGS
 LW1150  HISTORY     - 1986     GOOD             USPSQD
 LW1150  HISTORY     - 1988     GOOD             USPSQD
 LW1150  HISTORY     - 1988     GOOD             USPSQD
 LW1150  HISTORY     - 19901121 GOOD             USPSQD
 LW1150  HISTORY     - 20020706 MARK NOT FOUND   USPS
 LW1150
 LW1150                          STATION DESCRIPTION
 LW1150
 LW1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1150'5.5 MI W FROM HOPE VALLEY.
 LW1150'ABOUT 5.5 MILES SOUTH AND NORTHWEST ALONG STATE HIGHWAY 138 FROM
 LW1150'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, ABOUT 0.6 MILE SOUTHEAST
 LW1150'OF THE RHODE ISLAND-CONNECTICUT STATE LINE, 80 FEET SOUTHWEST OF
 LW1150'THE CENTER LINE OF THE HIGHWAY, 58.9 FEET EAST OF THE STATION
 LW1150'MARK DESCRIBED, SET ON THE TOP OF AND ABOUT IN THE CENTER OF
 LW1150'A BOULDER WHICH IS 5- BY 6-FEET AND PROJECTS 4 FEET ABOVE THE
 LW1150'GROUND, 42 1/2 FEET SOUTHEAST OF A METAL WITNESS POST AND ABOUT
 LW1150'10 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1150
 LW1150                          STATION RECOVERY (1986)
 LW1150
 LW1150'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1150'RECOVERED IN GOOD CONDITION.
 LW1150
 LW1150                          STATION RECOVERY (1988)
 LW1150
 LW1150'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1150'RECOVERED IN GOOD CONDITION.
 LW1150
 LW1150                          STATION RECOVERY (1988)
 LW1150
 LW1150'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1150'RECOVERED IN GOOD CONDITION.
 LW1150
 LW1150                          STATION RECOVERY (1990)
 LW1150
 LW1150'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1150'RECOVERED IN GOOD CONDITION.
 LW1150
 LW1150                          STATION RECOVERY (2002)
 LW1150
 LW1150'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1150'LAND OWNER SAID FIELD WAS CLEARED OF BOULDERS AND ALL MARKS FOR
 LW1150'STATION GORDON WERE PROBABLY DESTROYED. HIS SON IS PREPARING TO BUILD
 LW1150'A HOUSE ON THE CLEARED LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1153 ***********************************************************************
 LW1153  DESIGNATION -  GORDON RM 2
 LW1153  PID         -  LW1153
 LW1153  STATE/COUNTY-  RI/WASHINGTON
 LW1153  USGS QUAD   -  VOLUNTOWN (1975)
 LW1153
 LW1153                         *CURRENT SURVEY CONTROL
 LW1153  ___________________________________________________________________
 LW1153* NAD 83(1986)-  41 32 45.     (N)    071 47 05.     (W)     SCALED    
 LW1153* NAVD 88     -       134.697  (meters)     441.92   (feet)  ADJUSTED  
 LW1153  ___________________________________________________________________
 LW1153  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LW1153  DYNAMIC HT  -         134.648 (meters)     441.76  (feet)  COMP
 LW1153  MODELED GRAV-     980,260.2   (mgal)                       NAVD 88
 LW1153
 LW1153  VERT ORDER  -  SECOND    CLASS 0
 LW1153
 LW1153.The horizontal coordinates were scaled from a topographic map and have
 LW1153.an estimated accuracy of +/- 6 seconds.
 LW1153
 LW1153.The orthometric height was determined by differential leveling
 LW1153.and adjusted by the National Geodetic Survey in June 1991..
 LW1153
 LW1153.The geoid height was determined by GEOID03.
 LW1153
 LW1153.The dynamic height is computed by dividing the NAVD 88
 LW1153.geopotential number by the normal gravity value computed on the
 LW1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1153.degrees latitude (g = 980.6199 gals.).
 LW1153
 LW1153.The modeled gravity was interpolated from observed gravity values.
 LW1153
 LW1153;                    North         East    Units  Estimated Accuracy
 LW1153;SPC RI       -    51,400.       76,240.      MT  (+/- 180 meters Scaled)
 LW1153
 LW1153                          SUPERSEDED SURVEY CONTROL
 LW1153
 LW1153  NGVD 29 (??/??/92)  134.961  (m)          442.78   (f) ADJ UNCH    2 0
 LW1153
 LW1153.Superseded values are not recommended for survey control.
 LW1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1153.See file dsdata.txt to determine how the superseded data were derived.
 LW1153
 LW1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG677030(NAD 83)
 LW1153_MARKER: DR = REFERENCE MARK DISK
 LW1153_SETTING: 80 = SET IN A BOULDER
 LW1153_SP_SET: BOULDER
 LW1153_STAMPING: GORDON NO 2 1969
 LW1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1153+STABILITY: SURFACE MOTION
 LW1153
 LW1153  HISTORY     - Date     Condition        Report By
 LW1153  HISTORY     - 1969     MONUMENTED       CGS
 LW1153  HISTORY     - 1986     GOOD             USPSQD
 LW1153  HISTORY     - 1988     GOOD             USPSQD
 LW1153  HISTORY     - 1988     GOOD             USPSQD
 LW1153  HISTORY     - 1990     GOOD             USPSQD
 LW1153  HISTORY     - 20020706 MARK NOT FOUND   USPS
 LW1153
 LW1153                          STATION DESCRIPTION
 LW1153
 LW1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1153'5.5 MI W FROM HOPE VALLEY.
 LW1153'ABOUT 5.5 MILES SOUTH AND NORTHWEST ALONG STATE HIGHWAY 138 FROM
 LW1153'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, ABOUT 0.6 MILE SOUTHEAST
 LW1153'OF THE RHODE ISLAND-CONNECTICUT STATE LINE, IN A LARGE OPEN
 LW1153'PASTURE, 144 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LW1153'78.1 FEET NORTHWEST OF THE STATION MARK DESCRIBED, 34 1/2 FEET
 LW1153'SOUTHEAST OF THE NORTHEAST END OF A STONE FENCE, 3 1/2 FEET
 LW1153'NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A 2-FOOT BURIED
 LW1153'BOULDER WHICH PROJECTS 1/2 FOOT ABOVE THE GROUND AND ABOUT 10
 LW1153'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1153
 LW1153                          STATION RECOVERY (1986)
 LW1153
 LW1153'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1153'RECOVERED IN GOOD CONDITION.
 LW1153
 LW1153                          STATION RECOVERY (1988)
 LW1153
 LW1153'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1153'RECOVERED IN GOOD CONDITION.
 LW1153
 LW1153                          STATION RECOVERY (1988)
 LW1153
 LW1153'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1153'RECOVERED IN GOOD CONDITION.
 LW1153
 LW1153                          STATION RECOVERY (1990)
 LW1153
 LW1153'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1153'RECOVERED IN GOOD CONDITION.
 LW1153
 LW1153                          STATION RECOVERY (2002)
 LW1153
 LW1153'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1153'LAND OWNER SAID FIELD WAS CLEARED OF BOULDERS AND ALL MARKS FOR
 LW1153'STATION GORDON WERE PROBABLY DESTROYED. HIS SON IS PREPARING TO BUILD
 LW1153'A HOUSE ON THE CLEARED LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1152 ***********************************************************************
 LW1152  DESIGNATION -  GORDON RM 3
 LW1152  PID         -  LW1152
 LW1152  STATE/COUNTY-  RI/WASHINGTON
 LW1152  USGS QUAD   -  VOLUNTOWN (1975)
 LW1152
 LW1152                         *CURRENT SURVEY CONTROL
 LW1152  ___________________________________________________________________
 LW1152* NAD 83(1986)-  41 32 45.     (N)    071 47 05.     (W)     SCALED    
 LW1152* NAVD 88     -       136.013  (meters)     446.24   (feet)  ADJUSTED  
 LW1152  ___________________________________________________________________
 LW1152  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LW1152  DYNAMIC HT  -         135.964 (meters)     446.08  (feet)  COMP
 LW1152  MODELED GRAV-     980,260.2   (mgal)                       NAVD 88
 LW1152
 LW1152  VERT ORDER  -  SECOND    CLASS 0
 LW1152
 LW1152.The horizontal coordinates were scaled from a topographic map and have
 LW1152.an estimated accuracy of +/- 6 seconds.
 LW1152
 LW1152.The orthometric height was determined by differential leveling
 LW1152.and adjusted by the National Geodetic Survey in June 1991..
 LW1152
 LW1152.The geoid height was determined by GEOID03.
 LW1152
 LW1152.The dynamic height is computed by dividing the NAVD 88
 LW1152.geopotential number by the normal gravity value computed on the
 LW1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1152.degrees latitude (g = 980.6199 gals.).
 LW1152
 LW1152.The modeled gravity was interpolated from observed gravity values.
 LW1152
 LW1152;                    North         East    Units  Estimated Accuracy
 LW1152;SPC RI       -    51,400.       76,240.      MT  (+/- 180 meters Scaled)
 LW1152
 LW1152                          SUPERSEDED SURVEY CONTROL
 LW1152
 LW1152  NGVD 29 (??/??/92)  136.277  (m)          447.10   (f) ADJ UNCH    2 0
 LW1152
 LW1152.Superseded values are not recommended for survey control.
 LW1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1152.See file dsdata.txt to determine how the superseded data were derived.
 LW1152
 LW1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG677030(NAD 83)
 LW1152_MARKER: DR = REFERENCE MARK DISK
 LW1152_SETTING: 80 = SET IN A BOULDER
 LW1152_SP_SET: BOULDER
 LW1152_STAMPING: GORDON NO 3 1969
 LW1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1152+STABILITY: SURFACE MOTION
 LW1152
 LW1152  HISTORY     - Date     Condition        Report By
 LW1152  HISTORY     - 1969     MONUMENTED       CGS
 LW1152  HISTORY     - 1986     GOOD             USPSQD
 LW1152  HISTORY     - 1988     GOOD             USPSQD
 LW1152  HISTORY     - 1988     GOOD             USPSQD
 LW1152  HISTORY     - 19901121 GOOD             USPSQD
 LW1152  HISTORY     - 20020706 MARK NOT FOUND   USPS
 LW1152
 LW1152                          STATION DESCRIPTION
 LW1152
 LW1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1152'5.5 MI W FROM HOPE VALLEY.
 LW1152'ABOUT 5.5 MILES SOUTH AND NORTHWEST ALONG STATE HIGHWAY 138 FROM
 LW1152'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, ABOUT 0.6 MILE SOUTHEAST
 LW1152'OF THE RHODE ISLAND-CONNECTICUT STATE LINE, ABOUT 35 YARDS
 LW1152'NORTHEAST OF THE SOUTHWEST EDGE OF A LARGE CLEARING, 218.5 FEET
 LW1152'SOUTHWEST OF THE STATION MARK DESCRIBED, 119 1/2 FEET SOUTHEAST
 LW1152'OF AN OLD ROCK FENCE, SET ON THE TOP OF THE HIGHEST PART OF A
 LW1152'6-BY-8-FOOT BOULDER WHICH PROJECTS 2 FEET ABOVE THE GROUND AND
 LW1152'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 LW1152
 LW1152                          STATION RECOVERY (1986)
 LW1152
 LW1152'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1152'RECOVERED IN GOOD CONDITION.
 LW1152
 LW1152                          STATION RECOVERY (1988)
 LW1152
 LW1152'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1152'RECOVERED IN GOOD CONDITION.
 LW1152
 LW1152                          STATION RECOVERY (1988)
 LW1152
 LW1152'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1152'RECOVERED IN GOOD CONDITION.
 LW1152
 LW1152                          STATION RECOVERY (1990)
 LW1152
 LW1152'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1152'RECOVERED IN GOOD CONDITION.
 LW1152
 LW1152                          STATION RECOVERY (2002)
 LW1152
 LW1152'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1152'LAND OWNER SAID FIELD WAS CLEARED OF BOULDERS AND ALL MARKS FOR
 LW1152'STATION GORDON WERE PROBABLY DESTROYED. HIS SON IS PREPARING TO BUILD
 LW1152'A HOUSE ON THE CLEARED LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2376 ***********************************************************************
 LW2376  DESIGNATION -  GOULD ISLAND 1843
 LW2376  PID         -  LW2376
 LW2376  STATE/COUNTY-  RI/NEWPORT
 LW2376  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2376
 LW2376                         *CURRENT SURVEY CONTROL
 LW2376  ___________________________________________________________________
 LW2376* NAD 83(1996)-  41 32 04.12612(N)    071 20 40.34206(W)     ADJUSTED  
 LW2376* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 LW2376  ___________________________________________________________________
 LW2376  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LW2376  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW2376
 LW2376  HORZ ORDER  -  THIRD
 LW2376
 LW2376.The horizontal coordinates were established by classical geodetic methods
 LW2376.and adjusted by the National Geodetic Survey in August 1998..
 LW2376
 LW2376.The orthometric height was scaled from a topographic map.
 LW2376
 LW2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2376
 LW2376.The geoid height was determined by GEOID03.
 LW2376
 LW2376;                    North         East     Units Scale Factor Converg.
 LW2376;SPC RI       -    50,115.596   112,973.393   MT  0.99999582   +0 06 11.1
 LW2376;SPC RI       -   164,420.92    370,646.87   sFT  0.99999582   +0 06 11.1
 LW2376;UTM  19      - 4,600,746.287   304,415.378   MT  1.00007078   -1 33 18.3
 LW2376
 LW2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2376!SPC RI       -   1.00000192  x   0.99999582  =   0.99999774
 LW2376!UTM  19      -   1.00000192  x   1.00007078  =   1.00007270
 LW2376
 LW2376:                Primary Azimuth Mark                     Grid Az
 LW2376:SPC RI       -  WINDMILL D                               068 21 32.3
 LW2376:UTM  19      -  WINDMILL D                               070 01 01.7
 LW2376
 LW2376|---------------------------------------------------------------------|
 LW2376| PID    Reference Object                     Distance      Geod. Az  |
 LW2376|                                                           dddmmss.s |
 LW2376| LW2386 WINDMILL D                          APPROX. 4.7 KM 0682743.4 |
 LW2376| LW2370 COG                                 APPROX. 2.3 KM 1304924.0 |
 LW2376| LW2519 HULL                                APPROX. 2.7 KM 2765004.8 |
 LW2376| LW2424 CHIMNEY B                           APPROX. 4.4 KM 3355942.6 |
 LW2376|---------------------------------------------------------------------|
 LW2376
 LW2376                          SUPERSEDED SURVEY CONTROL
 LW2376
 LW2376  NAD 83(1996)-  41 32 04.12568(N)    071 20 40.34149(W) AD(       ) 3
 LW2376  NAD 83(1992)-  41 32 04.12452(N)    071 20 40.34138(W) AD(       ) 3
 LW2376  NAD 83(1992)-  41 32 04.12397(N)    071 20 40.34106(W) AD(       ) 3
 LW2376  NAD 83(1986)-  41 32 04.12395(N)    071 20 40.33913(W) AD(       ) 3
 LW2376  NAD 27      -  41 32 03.75000(N)    071 20 42.13000(W) AD(       ) 3
 LW2376
 LW2376.Superseded values are not recommended for survey control.
 LW2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2376.See file dsdata.txt to determine how the superseded data were derived.
 LW2376
 LW2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0441500746(NAD 83)
 LW2376
 LW2376  HISTORY     - Date     Condition        Report By
 LW2376  HISTORY     - 1843     MONUMENTED       COASUR
 LW2376  HISTORY     - 1915     SEE DESCRIPTION  CGS
 LW2376  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2376  HISTORY     - 1943     SEE DESCRIPTION  CGS
 LW2376  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2376  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2376
 LW2376                          STATION DESCRIPTION
 LW2376
 LW2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 LW2376'STATION IS ON THE ISLAND OF THAT NAME IN THE WESTERN PASSAGE OF
 LW2376'NARRANGANSETT BAY, ABOUT 3-1/2 MILES NW OF NEWPORT.  THE STATION
 LW2376'IS NEAR THE CENTER OF THE ISLAND, 38 METERS N OF A CROSS-WIRE
 LW2376'FENCE AND 96 METERS S OF A STONE ONE.  IT IS MARKED BY A STANDARD
 LW2376'DISK SET IN CEMENT IN TOP OF A TILE AS DESCRIBED IN NOTE 6A.  ITS
 LW2376'LOWER END IS IN THE CENTER OF THE BURIED CONE CONSTITUTING THE
 LW2376'SUBSURFACE MARK.  A STANDARD REFERENCE DISK CEMENTED IN THE TOP
 LW2376'OF A SIMILAR PIPE IS SET 38.47 METERS (126.2 FEET) S BY W FROM
 LW2376'THE STATION.
 LW2376
 LW2376                          STATION RECOVERY (1934)
 LW2376
 LW2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2376'THE SUBSURFACE MARK WAS RECOVERED.  IT IS A 10-INCH VITRIFIED CONE
 LW2376'BURIED 2 FEET BELOW THE SURFACE OF THE GROUND.  A STANDARD DISK
 LW2376'STAMPED GOULD ISLAND, 1915-1934 WAS SET IN A 12-INCH BLOCK OF
 LW2376'CONCRETE LEVEL WITH THE SURFACE OF THE GROUND AND WAS COVERED WITH
 LW2376'A HEAP OF STONES.  THE STATION IS LOCATED ON GOULD ISLAND IN THE
 LW2376'EASTERN PASSAGE OF NARRAGANSETT BAY.  IT IS APPROXIMATELY IN THE
 LW2376'CENTER OF THE ISLAND AND 155 METERS N OF THE WATER TANK.
 LW2376
 LW2376                          STATION RECOVERY (1943)
 LW2376
 LW2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2376'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT AS FOLLOWS--THE MARK
 LW2376'IS NOW IN A CONCRETE PIT, 3- BY 3- BY 3-FEET AND LIES ABOUT 2 FEET
 LW2376'BELOW THE SURFACE OF THE GROUND.  IT IS 250 FEET S OF WHERE ROAD
 LW2376'CURVES W AND GOES DOWNHILL AND IS 77 METERS N OF THE WATER TANK.
 LW2376'
 LW2376'R.M. 1 APPEARS TO HAVE BEEN STRUCK AS THE TILE IS CRACKED.  THE
 LW2376'DISTANCE CHECKED AS FOLLOWS--126.16 FEET.
 LW2376
 LW2376                          STATION RECOVERY (1954)
 LW2376
 LW2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2376'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION FOLLOWS--
 LW2376'
 LW2376'LOCATED NEAR THE CENTER OF GOULD ISLAND, IN THE VICINITY OF THE
 LW2376'UNDERSEA FLEET PUBLIC WORKS OFFICE, 116 FT. N OF BUILDING 62, 81.6
 LW2376'FT. S OF BUILDING 81, AND 22.3 FT. W OF THE CENTERLINE OF THE ROAD.
 LW2376'
 LW2376'A STANDARD DISK, STAMPED GOULD ISLAND 1915-1934 AND SET IN THE
 LW2376'TOP OF A 12-IN. CONCRETE MONUMENT 2 FT. UNDERGROUND.  A CONCRETE
 LW2376'CRIBBING HAS BEEN PLACED AROUND THE STATION TO KEEP IT FROM
 LW2376'BEING COVERED.
 LW2376
 LW2376                          STATION RECOVERY (1956)
 LW2376
 LW2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2376'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 LW2376'MARK WAS NOT RECOVERED AND HAS PROBABLY BEEN DESTROYED BY
 LW2376'CONSTRUCTION.  THE 1943 RECOVERY NOTE BY B.H.R. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2374 ***********************************************************************
 LW2374  DESIGNATION -  GOULD ISLAND BEACON
 LW2374  PID         -  LW2374
 LW2374  STATE/COUNTY-  RI/NEWPORT
 LW2374  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2374
 LW2374                         *CURRENT SURVEY CONTROL
 LW2374  ___________________________________________________________________
 LW2374* NAD 83(1996)-  41 31 45.89104(N)    071 20 38.46636(W)     ADJUSTED  
 LW2374* NAVD 88     -                                                        
 LW2374  ___________________________________________________________________
 LW2374  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LW2374  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW2374
 LW2374  HORZ ORDER  -  THIRD
 LW2374
 LW2374.The horizontal coordinates were established by classical geodetic methods
 LW2374.and adjusted by the National Geodetic Survey in August 1998..
 LW2374
 LW2374
 LW2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2374
 LW2374.The geoid height was determined by GEOID03.
 LW2374
 LW2374;                    North         East     Units Scale Factor Converg.
 LW2374;SPC RI       -    49,553.104   113,017.889   MT  0.99999583   +0 06 12.3
 LW2374;SPC RI       -   162,575.48    370,792.86   sFT  0.99999583   +0 06 12.3
 LW2374;UTM  19      - 4,600,182.701   304,443.582   MT  1.00007064   -1 33 16.5
 LW2374
 LW2374                          SUPERSEDED SURVEY CONTROL
 LW2374
 LW2374  NAD 83(1996)-  41 31 45.89059(N)    071 20 38.46579(W) AD(       ) 4
 LW2374  NAD 83(1992)-  41 31 45.88946(N)    071 20 38.46564(W) AD(       ) 4
 LW2374  NAD 83(1992)-  41 31 45.88892(N)    071 20 38.46535(W) AD(       ) 4
 LW2374  NAD 83(1986)-  41 31 45.88891(N)    071 20 38.46378(W) AD(       ) 4
 LW2374  NAD 27      -  41 31 45.52273(N)    071 20 40.27277(W) AD(       ) 3
 LW2374
 LW2374.Superseded values are not recommended for survey control.
 LW2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2374.See file dsdata.txt to determine how the superseded data were derived.
 LW2374
 LW2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0444400183(NAD 83)
 LW2374
 LW2374  HISTORY     - Date     Condition        Report By
 LW2374  HISTORY     - UNK      MONUMENTED
 LW2374  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2374  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2374
 LW2374                          STATION DESCRIPTION
 LW2374
 LW2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2374'STATION IS GOULD ISLAND SOUTH LIGHT, LOCATED ON THE S SHORE OF
 LW2374'GOULD ISLAND.  THE LIGHT ITSELF IS ABOUT 25 FEET HIGH AND
 LW2374'SUPPORTED BY A STEEL FRAMEWORK.  AT THE PRESENT TIME, IT IS
 LW2374'PAINTED BLACK WITH A WHITE CEMENT BASE.
 LW2374
 LW2374                          STATION RECOVERY (1956)
 LW2374
 LW2374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2374'STATION RECOVERED IN GOOD CONDITION.  THIS IS GOULD ISLAND SOUTH
 LW2374'LIGHT.  ACCORDING TO THE 1956 LIGHT LIST IT HAS NOT BEEN
 LW2374'REBUILT SINCE ESTABLISHED IN 1932, AND IS STILL PAINTED BLACK,
 LW2374'OVER A SMALL WHITE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2379 ***********************************************************************
 LW2379  DESIGNATION -  GOULD ISLAND TANK
 LW2379  PID         -  LW2379
 LW2379  STATE/COUNTY-  RI/NEWPORT
 LW2379  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2379
 LW2379                         *CURRENT SURVEY CONTROL
 LW2379  ___________________________________________________________________
 LW2379* NAD 83(1996)-  41 32 01.60420(N)    071 20 40.47161(W)     ADJUSTED  
 LW2379* NAVD 88     -                                                        
 LW2379  ___________________________________________________________________
 LW2379  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LW2379  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW2379
 LW2379  HORZ ORDER  -  THIRD
 LW2379
 LW2379.The horizontal coordinates were established by classical geodetic methods
 LW2379.and adjusted by the National Geodetic Survey in August 1998..
 LW2379
 LW2379
 LW2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2379
 LW2379.The geoid height was determined by GEOID03.
 LW2379
 LW2379;                    North         East     Units Scale Factor Converg.
 LW2379;SPC RI       -    50,037.787   112,970.530   MT  0.99999582   +0 06 11.0
 LW2379;SPC RI       -   164,165.64    370,637.48   sFT  0.99999582   +0 06 11.0
 LW2379;UTM  19      - 4,600,668.588   304,410.265   MT  1.00007080   -1 33 18.3
 LW2379
 LW2379                          SUPERSEDED SURVEY CONTROL
 LW2379
 LW2379  NAD 83(1996)-  41 32 01.60374(N)    071 20 40.47104(W) AD(       ) 4
 LW2379  NAD 83(1992)-  41 32 01.60262(N)    071 20 40.47087(W) AD(       ) 4
 LW2379  NAD 83(1992)-  41 32 01.60210(N)    071 20 40.47063(W) AD(       ) 4
 LW2379  NAD 83(1986)-  41 32 01.60199(N)    071 20 40.46890(W) AD(       ) 4
 LW2379  NAD 27      -  41 32 01.23384(N)    071 20 42.27945(W) AD(       ) 3
 LW2379
 LW2379.Superseded values are not recommended for survey control.
 LW2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2379.See file dsdata.txt to determine how the superseded data were derived.
 LW2379
 LW2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0441000669(NAD 83)
 LW2379
 LW2379  HISTORY     - Date     Condition        Report By
 LW2379  HISTORY     - UNK      MONUMENTED
 LW2379  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2379  HISTORY     - 1940     SEE DESCRIPTION  CGS
 LW2379  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2379  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2379  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LW2379
 LW2379                          STATION DESCRIPTION
 LW2379
 LW2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2379'THIS STATION IS LOCATED ON THE HIGHEST SPOT OF GOULD ISLAND AND
 LW2379'LIES APPROXIMATELY IN THE CENTER OF THE ISLAND.  IT IS A ROUND
 LW2379'STEEL WATER TANK SUPPORTED BY A STEEL TRIPOD AND THE TOP OF THE
 LW2379'TANK IS ABOUT 100 FEET ABOVE THE GROUND.  AT THE PRESENT TIME IT
 LW2379'IS PAINTED A RED AND WHITE CHECK.  IT HAS A FIXED RED LIGHT ON
 LW2379'THE TOP.
 LW2379
 LW2379                          STATION RECOVERY (1940)
 LW2379
 LW2379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2379'THIS IS THE TALL RED AND WHITE CHECKERED TANK IN THE CENTER OF
 LW2379'GOULD ISLAND.  IT IS PROBABLY ABOUT 150 FEET HIGH.  THE FINIAL ON
 LW2379'TOP THE TANK WAS OBSERVED UPON.  IT IS ON THE PROPERTY OF THE
 LW2379'U.S. NAVY.
 LW2379'
 LW2379'THIS IS AN INTERSECTION STATION.
 LW2379
 LW2379                          STATION RECOVERY (1944)
 LW2379
 LW2379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2379'STATION WAS RECOVERED AS DESCRIBED.  THE FINIAL OF THE TANK WAS
 LW2379'USED FOR OBSERVATIONS.
 LW2379
 LW2379                          STATION RECOVERY (1954)
 LW2379
 LW2379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2379'THE TANK IS STILL IN ITS ORIGINAL POSITION, BUT THE TOWER
 LW2379'SUPPORTING THE TANK WAS LOWERED 42 FT. IN 1945.
 LW2379
 LW2379                          STATION RECOVERY (1964)
 LW2379
 LW2379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 LW2379'STATION RECOVERED IN GOOD CONDITION.  THE TANK IS NOW PAINTED
 LW2379'BLACK.  THE PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3060 ***********************************************************************
 LW3060  DESIGNATION -  GOVERNORS ISLAND
 LW3060  PID         -  LW3060
 LW3060  STATE/COUNTY-  RI/WASHINGTON
 LW3060  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3060
 LW3060                         *CURRENT SURVEY CONTROL
 LW3060  ___________________________________________________________________
 LW3060* NAD 83(1996)-  41 21 19.22049(N)    071 39 10.67663(W)     ADJUSTED  
 LW3060* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW3060  ___________________________________________________________________
 LW3060  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 LW3060  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LW3060
 LW3060  HORZ ORDER  -  SECOND
 LW3060
 LW3060.The horizontal coordinates were established by classical geodetic methods
 LW3060.and adjusted by the National Geodetic Survey in August 1998..
 LW3060
 LW3060.The orthometric height was scaled from a topographic map.
 LW3060
 LW3060.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3060
 LW3060.The geoid height was determined by GEOID03.
 LW3060
 LW3060;                    North         East     Units Scale Factor Converg.
 LW3060;SPC RI       -    30,219.550    87,199.644   MT  0.99999577   -0 06 03.8
 LW3060;SPC RI       -    99,145.31    286,087.50   sFT  0.99999577   -0 06 03.8
 LW3060;UTM  19      - 4,581,600.348   278,073.887   MT  1.00020616   -1 45 13.0
 LW3060
 LW3060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3060!SPC RI       -   1.00000389  x   0.99999577  =   0.99999966
 LW3060!UTM  19      -   1.00000389  x   1.00020616  =   1.00021005
 LW3060
 LW3060:                Primary Azimuth Mark                     Grid Az
 LW3060:SPC RI       -  QUONOCHONTAUG                            242 54 53.4
 LW3060:UTM  19      -  QUONOCHONTAUG                            244 34 02.6
 LW3060
 LW3060|---------------------------------------------------------------------|
 LW3060| PID    Reference Object                     Distance      Geod. Az  |
 LW3060|                                                           dddmmss.s |
 LW3060| LW3070 QUONOCHONTAUG                       APPROX. 5.4 KM 2424849.6 |
 LW3060|---------------------------------------------------------------------|
 LW3060
 LW3060                          SUPERSEDED SURVEY CONTROL
 LW3060
 LW3060  NAD 83(1992)-  41 21 19.21915(N)    071 39 10.67586(W) AD(       ) 2
 LW3060  NAD 83(1986)-  41 21 19.21757(N)    071 39 10.67660(W) AD(       ) 2
 LW3060  NAD 27      -  41 21 18.85500(N)    071 39 12.44900(W) AD(       ) 2
 LW3060
 LW3060.Superseded values are not recommended for survey control.
 LW3060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3060.See file dsdata.txt to determine how the superseded data were derived.
 LW3060
 LW3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7807481600(NAD 83)
 LW3060_MARKER: DS = TRIANGULATION STATION DISK
 LW3060_SETTING: 0 = UNSPECIFIED SETTING
 LW3060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3060
 LW3060  HISTORY     - Date     Condition        Report By
 LW3060  HISTORY     - 1873     MONUMENTED       CGS
 LW3060  HISTORY     - 1913     GOOD             CGS
 LW3060  HISTORY     - 1943     GOOD             CGS
 LW3060  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 LW3060
 LW3060                          STATION DESCRIPTION
 LW3060
 LW3060'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3060'STATION IS ON THE SUMMIT OF A 20-FOOT HILL, KNOWN AS GOVERNORS
 LW3060'ISLAND OR WILCOX HILL, WHICH IS SURROUNDED BY MARSH AND STANDS
 LW3060'BETWEEN THE OCEAN BEACH AND CHARLESTOWN POND.
 LW3060'
 LW3060'THE STATION IS MARKED BY A STANDARD BRASS DISK SET IN A HOLE
 LW3060'DRILLED IN THE TOP OF A GRANITE POST, 6 INCHES SQUARE, WHICH
 LW3060'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  A STANDARD REFERENCE
 LW3060'DISK, SET IN A BOULDER WHICH SHOWS 18 INCHES ABOVE THE GROUND IS
 LW3060'8.35 METERS (27.39 FEET) TO THE NORTHWESTWARD OF THE STATION.
 LW3060
 LW3060                          STATION RECOVERY (1943)
 LW3060
 LW3060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3060'STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE FOUND IN
 LW3060'GOOD CONDITION.  A HOUSE NOW STANDS 2.5 FEET W OF THE STATION
 LW3060'MARK AND THE NE CORNER OF THE HOUSE CUTS THE REFERENCE MARK OFF
 LW3060'FROM THE STATION.  A NEW REFERENCE MARK, NO. 2 1943, WAS
 LW3060'ESTABLISHED AND OCCUPIED AS THE ECCENTRIC STATION.
 LW3060'
 LW3060'STATION IS LOCATED ABOUT 1-1/2 MILES SSW OF CHARLESTOWN AND
 LW3060'ABOUT 1/2 MILE NE OF THE CHARLESTOWN INLET.  IT IS ON THE HIGHEST
 LW3060'PART OF A LOW HILL ABOUT 20 FEET HIGH WHICH IS KNOWN AS GOVERNORS
 LW3060'ISLAND OR WILCOX HILL.  IT IS 2.5 FEET E OF THE E SIDE OF THE S
 LW3060'OF TWO HOUSES ON THE HILL.  THE MARK, NOTE 1A, IS NOT STAMPED AND
 LW3060'PROJECTS ABOUT 2 INCHES.
 LW3060'
 LW3060'REFERENCE MARK 1, NOTE 12A, IS LOCATED DIRECTLY IN FRONT OF THE
 LW3060'DOOR ON THE N SIDE OF THE HOUSE.  IT IS NOT STAMPED AND IS FLUSH
 LW3060'WITH THE GROUND.
 LW3060'
 LW3060'REFERENCE MARK 2 1943, NOTE 12A, IS 18.3 FEET N OF THE NE CORNER
 LW3060'OF THE HOUSE, AND 1 FOOT W OF THE PROLONGATION OF THE E SIDE OF THE
 LW3060'HOUSE.  IT IS STAMPED GOVERNORS ISLAND NO 2 1943 AND IS FLUSH WITH
 LW3060'THE GROUND.
 LW3060'
 LW3060'TO REACH THE STATION FROM THE DEPOT AND RAILROAD CROSSING IN
 LW3060'WAKEFIELD, GO SW AND W ON U.S. HIGHWAY 1 FOR 10.05 MILES TO THE
 LW3060'TOWN OF CHARLESTOWN.  CONTINUE ON HIGHWAY 1 FOR 4.1 MILES TO THE
 LW3060'FIRST BAPTIST CHURCH ON THE RIGHT.  TURN LEFT AND GO S ON MACADAM
 LW3060'ROAD FOR 1.2 MILES TO THE BEACH.  FROM HERE FOLLOW THE BEACH E
 LW3060'FOR ABOUT 2-1/2 MILES TO THE STATION.  A TRUCK WITH SPECIAL TIRES
 LW3060'CAN DRIVE TO THE STATION AT LOW TIDE.
 LW3060
 LW3060                          STATION RECOVERY (1974)
 LW3060
 LW3060'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LW3060'STATION MARK AND RM NOT RECOVERED.  CONSTRUCTION AND LANDSCAPING
 LW3060'AROUND HOME.  RECENTLY ERECTED SUN DECK ATTACHED TO HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3059 ***********************************************************************
 LW3059  DESIGNATION -  GOVERNORS ISLAND RM 2
 LW3059  PID         -  LW3059
 LW3059  STATE/COUNTY-  RI/WASHINGTON
 LW3059  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3059
 LW3059                         *CURRENT SURVEY CONTROL
 LW3059  ___________________________________________________________________
 LW3059* NAD 83(1996)-  41 21 19.51821(N)    071 39 10.79533(W)     ADJUSTED  
 LW3059* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW3059  ___________________________________________________________________
 LW3059  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 LW3059  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LW3059
 LW3059  HORZ ORDER  -  SECOND
 LW3059
 LW3059.The horizontal coordinates were established by classical geodetic methods
 LW3059.and adjusted by the National Geodetic Survey in August 1998..
 LW3059
 LW3059.The orthometric height was scaled from a topographic map.
 LW3059
 LW3059.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3059
 LW3059.The geoid height was determined by GEOID03.
 LW3059
 LW3059;                    North         East     Units Scale Factor Converg.
 LW3059;SPC RI       -    30,228.739    87,196.901   MT  0.99999577   -0 06 03.9
 LW3059;SPC RI       -    99,175.45    286,078.50   sFT  0.99999577   -0 06 03.9
 LW3059;UTM  19      - 4,581,609.614   278,071.410   MT  1.00020618   -1 45 13.0
 LW3059
 LW3059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3059!SPC RI       -   1.00000389  x   0.99999577  =   0.99999966
 LW3059!UTM  19      -   1.00000389  x   1.00020618  =   1.00021007
 LW3059
 LW3059:                Primary Azimuth Mark                     Grid Az
 LW3059:SPC RI       -  GREEN HILL RESET                         066 50 14.4
 LW3059:UTM  19      -  GREEN HILL RESET                         068 29 23.5
 LW3059
 LW3059|---------------------------------------------------------------------|
 LW3059| PID    Reference Object                     Distance      Geod. Az  |
 LW3059|                                                           dddmmss.s |
 LW3059| LW0902 GREEN HILL RESET                    APPROX. 5.1 KM 0664410.5 |
 LW3059| LW3045 TOWER 6                             APPROX. 4.9 KM 0765204.8 |
 LW3059| LW3060 GOVERNORS ISLAND                      9.590 METERS 16317     |
 LW3059| CB7739 GOVERNORS ISLAND RM 1                 7.757 METERS 21946     |
 LW3059| LW3076 CHARLESTOWN USN FIELD CONT TWR      APPROX. 1.7 KM 3273339.5 |
 LW3059|---------------------------------------------------------------------|
 LW3059
 LW3059                          SUPERSEDED SURVEY CONTROL
 LW3059
 LW3059  NAD 83(1992)-  41 21 19.51687(N)    071 39 10.79456(W) AD(       ) 2
 LW3059  NAD 83(1986)-  41 21 19.51530(N)    071 39 10.79530(W) AD(       ) 2
 LW3059  NAD 27      -  41 21 19.15200(N)    071 39 12.56700(W) AD(       ) 2
 LW3059
 LW3059.Superseded values are not recommended for survey control.
 LW3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3059.See file dsdata.txt to determine how the superseded data were derived.
 LW3059
 LW3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7807181610(NAD 83)
 LW3059_MARKER: DR = REFERENCE MARK DISK
 LW3059_SETTING: 66 = SET IN ROCK OUTCROP
 LW3059_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3059+STABILITY: POSITION/ELEVATION WELL
 LW3059
 LW3059  HISTORY     - Date     Condition        Report By
 LW3059  HISTORY     - 1943     MONUMENTED       CGS
 LW3059
 LW3059                          STATION DESCRIPTION
 LW3059
 LW3059'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW3059'REFERENCE MARK 2 1943, NOTE 12A, IS 18.3 FEET N OF THE NE CORNER
 LW3059'OF THE HOUSE, AND 1 FOOT W OF THE PROLONGATION OF THE E SIDE OF THE
 LW3059'HOUSE.  IT IS STAMPED GOVERNORS ISLAND NO 2 1943 AND IS FLUSH WITH
 LW3059'THE GROUND.
 LW3059'
 LW3059'TO REACH GOVERNORS ISLAND FROM THE DEPOT AND RAILROAD CROSS-
 LW3059'ING IN WAKEFIELD, GO SW AND W ON U.S. HIGHWAY 1 FOR 10.05 MILES TO THE
 LW3059'TOWN OF CHARLESTOWN.  CONTINUE ON HIGHWAY 1 FOR 4.1 MILES TO THE
 LW3059'FIRST BAPTIST CHURCH ON THE RIGHT.  TURN LEFT AND GO S ON MACADAM
 LW3059'ROAD FOR 1.2 MILES TO THE BEACH.  FROM HERE FOLLOW THE BEACH E
 LW3059'FOR ABOUT 2-1/2 MILES TO THE STATION.  A TRUCK WITH SPECIAL TIRES
 LW3059'CAN DRIVE TO THE STATION AT LOW TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2173 ***********************************************************************
 LW2173  DESIGNATION -  GRAPHITE
 LW2173  PID         -  LW2173
 LW2173  STATE/COUNTY-  RI/NEWPORT
 LW2173  USGS QUAD   -  TIVERTON (1975)
 LW2173
 LW2173                         *CURRENT SURVEY CONTROL
 LW2173  ___________________________________________________________________
 LW2173* NAD 83(1996)-  41 32 03.23951(N)    071 12 12.65016(W)     ADJUSTED  
 LW2173* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 LW2173  ___________________________________________________________________
 LW2173  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 LW2173  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW2173
 LW2173  HORZ ORDER  -  THIRD
 LW2173
 LW2173.The horizontal coordinates were established by classical geodetic methods
 LW2173.and adjusted by the National Geodetic Survey in August 1998..
 LW2173
 LW2173.The orthometric height was scaled from a topographic map.
 LW2173
 LW2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2173
 LW2173.The geoid height was determined by GEOID03.
 LW2173
 LW2173;                    North         East     Units Scale Factor Converg.
 LW2173;SPC RI       -    50,119.020   124,742.268   MT  1.00000128   +0 11 47.7
 LW2173;SPC RI       -   164,432.15    409,258.59   sFT  1.00000128   +0 11 47.7
 LW2173;SPC MA M     -   809,380.364   224,743.144   MT  1.00003170   +0 11 57.0
 LW2173;SPC MA M     - 2,655,442.08    737,344.80   sFT  1.00003170   +0 11 57.0
 LW2173;UTM  19      - 4,600,409.155   316,179.952   MT  1.00001584   -1 27 41.4
 LW2173
 LW2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2173!SPC RI       -   0.99999875  x   1.00000128  =   1.00000003
 LW2173!SPC MA M     -   0.99999875  x   1.00003170  =   1.00003045
 LW2173!UTM  19      -   0.99999875  x   1.00001584  =   1.00001459
 LW2173
 LW2173|---------------------------------------------------------------------|
 LW2173| PID    Reference Object                     Distance      Geod. Az  |
 LW2173|                                                           dddmmss.s |
 LW2173| CB7742 GRAPHITE RM 2                                      00552     |
 LW2173| CB7741 GRAPHITE RM 1                                      08816     |
 LW2173| LW2172 SCHERERS HOUSE NORTH CHIMNEY        APPROX. 2.0 KM 1582554.3 |
 LW2173| LW2795 NORTH GABLE S END LONG SHACK        APPROX. 6.9 KM 2082901.8 |
 LW2173| LW2792 SACHUSET NECK CHIMNEY ON SHACK      APPROX. 6.8 KM 2131229.6 |
 LW2173| LW2167 RECTANGULAR BARN WEATHER VANE       APPROX. 4.9 KM 2294701.0 |
 LW2173| LW2165 SQUARE YELLOW HOUSE CUPOLA          APPROX. 3.9 KM 2343612.2 |
 LW2173| LW2162 FLAGPOLE                            APPROX. 2.2 KM 2501135.1 |
 LW2173| LW2170 BROWN WATER TANK                    APPROX. 2.7 KM 2533350.1 |
 LW2173| LW2463 BLACK TANK                          APPROX. 4.7 KM 2620158.3 |
 LW2173| LW2174 VANDERBILT ESTATE GRAY TOWER        APPROX. 3.6 KM 2981519.7 |
 LW2173| LW2388 DUTCH WINDMILL                      APPROX. 5.5 KM 3090404.4 |
 LW2173| LW2338 BRISTOL VETERANS HOME WATER TK      APPROX.17.4 KM 3453154.2 |
 LW2173|---------------------------------------------------------------------|
 LW2173
 LW2173                          SUPERSEDED SURVEY CONTROL
 LW2173
 LW2173  NAD 83(1996)-  41 32 03.23936(N)    071 12 12.64987(W) AD(       ) 3
 LW2173  NAD 83(1992)-  41 32 03.23766(N)    071 12 12.64940(W) AD(       ) 3
 LW2173  NAD 83(1992)-  41 32 03.23743(N)    071 12 12.64918(W) AD(       ) 3
 LW2173  NAD 83(1986)-  41 32 03.23781(N)    071 12 12.64742(W) AD(       ) 3
 LW2173  NAD 27      -  41 32 02.86900(N)    071 12 14.48400(W) AD(       ) 3
 LW2173
 LW2173.Superseded values are not recommended for survey control.
 LW2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2173.See file dsdata.txt to determine how the superseded data were derived.
 LW2173
 LW2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1618000409(NAD 83)
 LW2173_MARKER: Z = SEE DESCRIPTION
 LW2173_SETTING: 0 = UNSPECIFIED SETTING
 LW2173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2173
 LW2173  HISTORY     - Date     Condition        Report By
 LW2173  HISTORY     - 1917     MONUMENTED       CGS
 LW2173  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LW2173  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2173  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2173  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LW2173  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2173
 LW2173                          STATION DESCRIPTION
 LW2173
 LW2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (RPS)
 LW2173'STATION IS ON THE BROW OF A HILL ON THE E SIDE OF THE SAKONNET
 LW2173'RIVER, ABOUT 1-1/8 MILES SE OF HIGH HILL POINT, A LITTLE LESS THAN
 LW2173'1/2 MILE S OF THE SOUTHERN END OF MONQUIT POND, AND 260 METERS
 LW2173'FROM SHORE.  THE STATION IS ON THE ALMY FARM, ON THE W SIDE OF
 LW2173'THE LITTLE COMPTON-TIVERTON ROAD, AT THE INTERSECTION OF TWO
 LW2173'STONE WALLS, AND 200 METERS W OF A PROMINENT GROVE OF TREES.
 LW2173'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 LW2173'IN THE TOP OF TILES WHICH ARE EMBEDDED IN THE GROUND.  THE
 LW2173'UNDERGROUND MARK IS A BLOCK OF CONCRETE, CONTAINING AT THE
 LW2173'CENTER OF ITS UPPER SURFACE A STANDARD BRONZE DISK.  TWO
 LW2173'REFERENCE MARKS ARE, RESPECTIVELY, 16.19 METERS (53.12
 LW2173'FEET) TO THE EASTWARD AND 8.69 METERS (28.51 FEET) TO THE
 LW2173'NORTHWARD OF THE STATION.
 LW2173
 LW2173                          STATION RECOVERY (1932)
 LW2173
 LW2173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2173'THE SURFACE MARK HAS BEEN DESTROYED.  NO SEARCH WAS MADE FOR THE
 LW2173'UNDERGROUND MARK WHICH PROBABLY STILL EXISTS.  REFERENCE MARKS
 LW2173'WERE RECOVERED AS DESCRIBED.
 LW2173
 LW2173                          STATION RECOVERY (1934)
 LW2173
 LW2173'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2173'SUBSURFACE MARKER AND REFERENCES RECOVERED AS MARKED AND
 LW2173'DESCRIBED.  SURFACE MARKER GONE.
 LW2173
 LW2173                          STATION RECOVERY (1935)
 LW2173
 LW2173'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2173'FOUND THE TWO REFERENCE MARKS IN EXCELLENT CONDITION BOTH
 LW2173'PROJECTING ABOVE THE SURFACE OF THE GROUND AND MARKED AS
 LW2173'DESCRIBED.
 LW2173'
 LW2173'THE SURFACE MARK OF THE STATION HAS BEEN DISTURBED.  FOUND THE
 LW2173'BROKEN PIECES OF THE TILE PIPE BUT NOT THE DISK.
 LW2173'
 LW2173'A HOLE HAD BEEN DUG TO THE SUBSURFACE MARK WHICH WAS IN GOOD
 LW2173'CONDITION UNDISTURBED.  THE HOLE WAS FOUND FILLED WITH LOOSE
 LW2173'STONES, AND LEFT IN THE SAME WAY.
 LW2173'
 LW2173'THE STATION IS ABOUT 2 YARDS N OF A STONE WALL AND THE SAME
 LW2173'DISTANCE W OF SECOND STONE WALL.
 LW2173'
 LW2173'THE POND REFERRED TO IS NONQUIT (NOT MONQUIT).
 LW2173'
 LW2173'THE ROAD REFERRED TO IS SAKONNET POINT ROAD LEADING S FROM
 LW2173'TIVERTON FOUR CORNERS TO SAKONNET POINT.  IT IS UN-NUMBERED.
 LW2173'
 LW2173'THE STATION IS ABOUT 100 METERS (NOT 200 METERS) W OF THE GROVE
 LW2173'OF TREES.
 LW2173'
 LW2173'IT IS ABOUT 1 MILE S OF THE TOWN LINE BETWEEN LITTLE COMPTON AND
 LW2173'TIVERTON.
 LW2173
 LW2173                          STATION RECOVERY (1935)
 LW2173
 LW2173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MHR)
 LW2173'SUBSURFACE MARK AND REFERENCE MARKS RECOVERED IN GOOD
 LW2173'CONDITION.  SURFACE MARK DESTROYED, EVIDENTLY BY VANDALS, BUT
 LW2173'PORTIONS OF THE TILE WERE FOUND.  DESCRIPTION IS ADEQUATE, AND
 LW2173'THE GROVE OF TREES MENTIONED ARE NOW VERY PROMINENT.  THE
 LW2173'SUBSURFACE MARK WAS COVERED WITH LOOSE STONES AND PARTS OF THE
 LW2173'OLD TILE SURFACE MARK.
 LW2173
 LW2173                          STATION RECOVERY (1954)
 LW2173
 LW2173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2173'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW2173'1935 RECOVERY NOTE BY THE R.I. GEODETIC SURVEY IS ADEQUATE AND
 LW2173'COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2318 ***********************************************************************
 LW2318  DESIGNATION -  GRAY WATER TANK CENTER POLE
 LW2318  PID         -  LW2318
 LW2318  STATE/COUNTY-  RI/BRISTOL
 LW2318  USGS QUAD   -  BRISTOL (1975)
 LW2318
 LW2318                         *CURRENT SURVEY CONTROL
 LW2318  ___________________________________________________________________
 LW2318* NAD 83(1996)-  41 43 26.15952(N)    071 18 34.07235(W)     ADJUSTED  
 LW2318* NAVD 88     -                                                        
 LW2318  ___________________________________________________________________
 LW2318  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 LW2318  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW2318
 LW2318  HORZ ORDER  -  THIRD
 LW2318
 LW2318.The horizontal coordinates were established by classical geodetic methods
 LW2318.and adjusted by the National Geodetic Survey in August 1998..
 LW2318
 LW2318
 LW2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2318
 LW2318.The geoid height was determined by GEOID03.
 LW2318
 LW2318;                    North         East     Units Scale Factor Converg.
 LW2318;SPC RI       -    71,163.222   115,853.960   MT  0.99999684   +0 07 36.5
 LW2318;SPC RI       -   233,474.67    380,097.53   sFT  0.99999684   +0 07 36.5
 LW2318;UTM  19      - 4,621,702.944   307,905.140   MT  1.00005411   -1 32 15.1
 LW2318
 LW2318                          SUPERSEDED SURVEY CONTROL
 LW2318
 LW2318  NAD 83(1996)-  41 43 26.15929(N)    071 18 34.07225(W) AD(       ) 4
 LW2318  NAD 83(1992)-  41 43 26.15786(N)    071 18 34.07137(W) AD(       ) 4
 LW2318  NAD 83(1992)-  41 43 26.15757(N)    071 18 34.07135(W) AD(       ) 4
 LW2318  NAD 83(1986)-  41 43 26.15831(N)    071 18 34.07051(W) AD(       ) 4
 LW2318  NAD 27      -  41 43 25.81400(N)    071 18 35.91100(W) AD(       ) 3
 LW2318
 LW2318.Superseded values are not recommended for survey control.
 LW2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2318.See file dsdata.txt to determine how the superseded data were derived.
 LW2318
 LW2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0790521703(NAD 83)
 LW2318
 LW2318  HISTORY     - Date     Condition        Report By
 LW2318  HISTORY     - UNK      MONUMENTED
 LW2318  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2318  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2318  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2318
 LW2318                          STATION DESCRIPTION
 LW2318
 LW2318'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2318'THIS TANK IS NOW PAINTED GREEN AND IS IN A POOR STATE OF
 LW2318'REPAIR.  THE CENTER POLE IS AN ORNAMENTAL FINIAL ON TOP OF THE TANK.
 LW2318'
 LW2318'THE STATION IS JUST N OF THE SUMMER HOUSE OF PETER B. MC MANUS.  IT
 LW2318'IS ABOUT 70 YARDS W OF WATERWAY (FORMERLY BEACH ROAD) AND A
 LW2318'LITTLE OVER 0.1 MILE S OF GOVERNOR BRADFORD DRIVE.
 LW2318
 LW2318                          STATION RECOVERY (1944)
 LW2318
 LW2318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RMB)
 LW2318'DESTROYED BY 1938 HURRICANE.  MRS. MC MANUS STATES THAT THE
 LW2318'STRUCTURE WAS ENTIRELY TORN DOWN AND THE SITE CLEARED IN 1939.  NO
 LW2318'EVIDENCE REMAINS OF THE OLD STRUCTURE.
 LW2318
 LW2318                          STATION RECOVERY (1956)
 LW2318
 LW2318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2318'STATION DESTROYED.  THE 1944 RECOVERY NOTE BY R.M.B. WAS VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0465 ***********************************************************************
 LW0465  DESIGNATION -  GREEN
 LW0465  PID         -  LW0465
 LW0465  STATE/COUNTY-  RI/KENT
 LW0465  USGS QUAD   -  EAST GREENWICH (1975)
 LW0465
 LW0465                         *CURRENT SURVEY CONTROL
 LW0465  ___________________________________________________________________
 LW0465* NAD 83(1996)-  41 43 57.68775(N)    071 25 33.43089(W)     ADJUSTED  
 LW0465* NAVD 88     -        15.148  (meters)      49.70   (feet)  ADJUSTED  
 LW0465  ___________________________________________________________________
 LW0465  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 LW0465  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW0465  DYNAMIC HT  -          15.143 (meters)      49.68  (feet)  COMP
 LW0465  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 LW0465
 LW0465  HORZ ORDER  -  FIRST
 LW0465  VERT ORDER  -  SECOND    CLASS 0
 LW0465
 LW0465.This mark is at Theodore Francis Green State Airport (PVD)
 LW0465
 LW0465.The horizontal coordinates were established by classical geodetic methods
 LW0465.and adjusted by the National Geodetic Survey in August 1998..
 LW0465
 LW0465.The orthometric height was determined by differential leveling
 LW0465.and adjusted by the National Geodetic Survey in June 1991..
 LW0465
 LW0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0465
 LW0465.The geoid height was determined by GEOID03.
 LW0465
 LW0465.The dynamic height is computed by dividing the NAVD 88
 LW0465.geopotential number by the normal gravity value computed on the
 LW0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0465.degrees latitude (g = 980.6199 gals.).
 LW0465
 LW0465.The modeled gravity was interpolated from observed gravity values.
 LW0465
 LW0465;                    North         East     Units Scale Factor Converg.
 LW0465;SPC RI       -    72,121.038   106,160.418   MT  0.99999422   +0 02 57.4
 LW0465;SPC RI       -   236,617.11    348,294.64   sFT  0.99999422   +0 02 57.4
 LW0465;UTM  19      - 4,622,942.025   298,242.718   MT  1.00010094   -1 36 55.4
 LW0465
 LW0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0465!SPC RI       -   1.00000230  x   0.99999422  =   0.99999652
 LW0465!UTM  19      -   1.00000230  x   1.00010094  =   1.00010324
 LW0465
 LW0465|---------------------------------------------------------------------|
 LW0465| PID    Reference Object                     Distance      Geod. Az  |
 LW0465|                                                           dddmmss.s |
 LW0465| LW0464 GREEN RM 1                           12.381 METERS 03427     |
 LW0465| LW0127 PVD ARP                             APPROX. 0.9 KM 1990332.5 |
 LW0465| LW2580 AIRPORT BCN TF GREEN APT            APPROX. 1.0 KM 2360312.1 |
 LW0465| LW0466 GREEN RM 2                           16.774 METERS 30327     |
 LW0465|---------------------------------------------------------------------|
 LW0465
 LW0465                          SUPERSEDED SURVEY CONTROL
 LW0465
 LW0465  NAD 83(1996)-  41 43 57.68727(N)    071 25 33.43050(W) AD(       ) 1
 LW0465  NAD 83(1992)-  41 43 57.68631(N)    071 25 33.43002(W) AD(       ) 1
 LW0465  NAD 83(1992)-  41 43 57.68594(N)    071 25 33.42996(W) AD(       ) 1
 LW0465  NAD 83(1986)-  41 43 57.68632(N)    071 25 33.42966(W) AD(       ) 1
 LW0465  NAD 27      -  41 43 57.32234(N)    071 25 35.22257(W) AD(       ) 1
 LW0465  NGVD 29 (??/??/92)   15.403  (m)           50.53   (f) ADJ UNCH    2 0
 LW0465
 LW0465.Superseded values are not recommended for survey control.
 LW0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0465.See file dsdata.txt to determine how the superseded data were derived.
 LW0465
 LW0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9824322942(NAD 83)
 LW0465_MARKER: DS = TRIANGULATION STATION DISK
 LW0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0465_STAMPING: GREEN 1968
 LW0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0465+STABILITY: SURFACE MOTION
 LW0465
 LW0465  HISTORY     - Date     Condition        Report By
 LW0465  HISTORY     - 1968     MONUMENTED       CGS
 LW0465  HISTORY     - 1969     GOOD             NGS
 LW0465  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LW0465  HISTORY     - 1980     GOOD             NGS
 LW0465
 LW0465                          STATION DESCRIPTION
 LW0465
 LW0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0465'THE STATION IS LOCATED AT THE NORTH EDGE OF THE THEODORE
 LW0465'FRANCIS GREEN AIRPORT, ABOUT 7 MILES SOUTH OF PROVIDENCE, 5
 LW0465'MILES NORTH OF EAST GREENWICH AND ON AIRPORT PROPERTY.
 LW0465'
 LW0465'TO REACH FROM THE ENTRANCE TO THE AIRPORT AIR TERMINAL BUILDING,
 LW0465'GO NORTH ON POST ROAD FOR 0.45 MILE TO OCCUPASSTUXET ROAD.  TURN
 LW0465'RIGHT AND GO EAST ON OCCUPASSTUXET ROAD 0.55 MILE TO THE STATION
 LW0465'ON THE RIGHT.
 LW0465'
 LW0465'STATION MARK, STAMPED GREEN 1968 IS A STANDARD DISK SET IN A
 LW0465'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 LW0465'IS ABOUT 100 YARDS WEST OF AN AIRPLANE HANGAR, 194 FEET
 LW0465'NORTHWEST OF THE NORTH EDGE OF AN AIRPLANE TAXI RUNWAY, 77 FEET
 LW0465'SOUTH OF THE CENTERLINE OF OCCUPASSTUXET ROAD AND 34 FEET SOUTH
 LW0465'OF A HIGH WIRE FENCE.
 LW0465'
 LW0465'R.M. 1, STAMPED GREEN NO 1 1968 IS A STANDARD DISK SET IN A
 LW0465'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 LW0465'SURFACE.  IT IS 2 FEET SOUTH OF THE FENCE AND 35 FEET SOUTH OF
 LW0465'THE CENTERLINE OF OCCUPASSTUXET ROAD.
 LW0465'
 LW0465'R.M. 2, STAMPED GREEN NO 2 1968 IS A STANDARD DISK SET IN A
 LW0465'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 LW0465'SURFACE.  IT IS 2.5 FEET SOUTH OF THE FENCE AND 35 FEET SOUTH
 LW0465'OF THE CENTERLINE OF OCCUPASSTUXET ROAD.
 LW0465'
 LW0465'ARP 1958 (AZ MK) STAMPED ARP 1958 IS A TOPOGRAPHIC DISK SET IN
 LW0465'A ROUND CONCRETE MONUMENT WHICH IS 2 INCHES BELOW THE GROUND
 LW0465'SURFACE.  IT IS 80.8 FEET EAST OF THE EAST EDGE OF A PAVED
 LW0465'DRIVEWAY LEADING TO VOR, 122 FEET SOUTH OF THE SOUTH EDGE OF A
 LW0465'PAVED AIRPLANE TAXI STRIP AND 264 FEET NORTHEAST OF THE
 LW0465'NORTHEAST CORNER OF THE VOR BUILDING.
 LW0465'
 LW0465'TO REACH ARP 1958 (AZ MK), GO SOUTH TOWARD THE VOR FOR 0.55
 LW0465'MILE TO THE MARK AS DESCRIBED.
 LW0465'
 LW0465'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW0465
 LW0465                          STATION RECOVERY (1969)
 LW0465
 LW0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0465'0.6 MI E FROM WARWICK.
 LW0465'ABOUT 0.55 MILE EAST ALONG OCCUPASSTUXET ROAD FROM THE JUNCTION
 LW0465'OF U.S. HIGHWAY 1 AT WARWICK, ALONG THE NORTH EDGE OF THE
 LW0465'THEODORE FRANCIS GREEN AIRPORT, AT WARWICK, ON THE AIRPORT
 LW0465'PROPERTY, 0.1 MILE EAST OF THE U.S. WEATHER BUREAU BUILDING AT
 LW0465'AIRPORT, 302 FEET WEST OF THE NORTHWEST CORNER OF THE AIR
 LW0465'NATIONAL GUARD HANGAR, 194 FEET NORTHWEST OF THE NORTHWEST EDGE
 LW0465'OF A TAXI STRIP, 77 FEET SOUTH OF THE CENTER LINE OF
 LW0465'OCCUPASSTUXET ROAD, 34 FEET SOUTH OF A STEEL FENCE, 1 FOOT ABOVE
 LW0465'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW0465'FLUSH WITH THE GROUND.
 LW0465
 LW0465                          STATION RECOVERY (1975)
 LW0465
 LW0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PDC)
 LW0465'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 LW0465'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LW0465'
 LW0465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW0465'AT WARWICK.
 LW0465
 LW0465                          STATION RECOVERY (1980)
 LW0465
 LW0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LW0465'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE DESTROYED
 LW0465'WHEN A PAVED PARKING LOT WAS BUILT FOR A NEW HANGAR.  THE UNDERGROUND
 LW0465'STATION MARK WAS RECOVERED IN GOOD CONDITION.  GREEN 2 WAS ESTABLISHED
 LW0465'TO GET THE STATION MARK OUT OF THE PAVED DRIVEWAY.  THE UNDERGROUND
 LW0465'MARK WAS LEFT IN PLACE.  SEE THE DESCRIPTION FOR GREEN 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2588 ***********************************************************************
 LW2588  DESIGNATION -  GREEN 2
 LW2588  PID         -  LW2588
 LW2588  STATE/COUNTY-  RI/KENT
 LW2588  USGS QUAD   -  EAST GREENWICH (1975)
 LW2588
 LW2588                         *CURRENT SURVEY CONTROL
 LW2588  ___________________________________________________________________
 LW2588* NAD 83(1996)-  41 43 58.00010(N)    071 25 32.21930(W)     ADJUSTED  
 LW2588* NAVD 88     -        15.113  (meters)      49.58   (feet)  ADJUSTED  
 LW2588  ___________________________________________________________________
 LW2588  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 LW2588  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW2588  DYNAMIC HT  -          15.108 (meters)      49.57  (feet)  COMP
 LW2588  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 LW2588
 LW2588  HORZ ORDER  -  SECOND
 LW2588  VERT ORDER  -  SECOND    CLASS II
 LW2588
 LW2588.This mark is at Theodore Francis Green State Airport (PVD)
 LW2588
 LW2588.The horizontal coordinates were established by classical geodetic methods
 LW2588.and adjusted by the National Geodetic Survey in August 1998..
 LW2588.No horizontal observational check was made to the station.
 LW2588
 LW2588.The orthometric height was determined by differential leveling
 LW2588.and adjusted by the National Geodetic Survey in June 1991..
 LW2588
 LW2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2588
 LW2588.The geoid height was determined by GEOID03.
 LW2588
 LW2588.The dynamic height is computed by dividing the NAVD 88
 LW2588.geopotential number by the normal gravity value computed on the
 LW2588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW2588.degrees latitude (g = 980.6199 gals.).
 LW2588
 LW2588.The modeled gravity was interpolated from observed gravity values.
 LW2588
 LW2588;                    North         East     Units Scale Factor Converg.
 LW2588;SPC RI       -    72,130.699   106,188.410   MT  0.99999422   +0 02 58.3
 LW2588;SPC RI       -   236,648.80    348,386.48   sFT  0.99999422   +0 02 58.3
 LW2588;SPC MA M     -   831,391.951   206,188.433   MT  0.99999768   +0 02 59.9
 LW2588;SPC MA M     - 2,727,658.43    676,469.88   sFT  0.99999768   +0 02 59.9
 LW2588;UTM  19      - 4,622,950.870   298,270.981   MT  1.00010080   -1 36 54.6
 LW2588
 LW2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2588!SPC RI       -   1.00000230  x   0.99999422  =   0.99999652
 LW2588!SPC MA M     -   1.00000230  x   0.99999768  =   0.99999998
 LW2588!UTM  19      -   1.00000230  x   1.00010080  =   1.00010310
 LW2588
 LW2588|---------------------------------------------------------------------|
 LW2588| PID    Reference Object                     Distance      Geod. Az  |
 LW2588|                                                           dddmmss.s |
 LW2588| LW5191 GREEN 2 RM 3                         10.173 METERS 07947     |
 LW2588| LW2565 EAST GREENWICH LUTH CH SPIRE        APPROX. 8.1 KM 1974407.7 |
 LW2588| LW0127 PVD ARP                             APPROX. 0.9 KM 2003143.8 |
 LW2588| LW0465 GREEN                                29.612 METERS 25100     |
 LW2588| LW5192 GREEN 2 RM 4                          9.896 METERS 27552     |
 LW2588|---------------------------------------------------------------------|
 LW2588
 LW2588                          SUPERSEDED SURVEY CONTROL
 LW2588
 LW2588  NAD 83(1996)-  41 43 57.99962(N)    071 25 32.21890(W) AD(       ) 2
 LW2588  NAD 83(1992)-  41 43 57.99866(N)    071 25 32.21842(W) AD(       ) 2
 LW2588  NAD 83(1992)-  41 43 57.99829(N)    071 25 32.21836(W) AD(       ) 2
 LW2588  NAD 83(1986)-  41 43 57.99863(N)    071 25 32.21806(W) AD(       ) 2
 LW2588  NAD 27      -  41 43 57.63470(N)    071 25 34.01102(W) AD(       ) 2
 LW2588  NGVD 29 (12/24/91)   15.37   (m)           50.4    (f) LEVELING    3  
 LW2588
 LW2588.Superseded values are not recommended for survey control.
 LW2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2588.See file dsdata.txt to determine how the superseded data were derived.
 LW2588
 LW2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9827122951(NAD 83)
 LW2588_MARKER: DS = TRIANGULATION STATION DISK
 LW2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2588_SP_SET: CONCRETE POST
 LW2588_STAMPING: GREEN 2 1980
 LW2588_MARK LOGO: NGS   
 LW2588_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2588+STABILITY: SURFACE MOTION
 LW2588
 LW2588  HISTORY     - Date     Condition        Report By
 LW2588  HISTORY     - 1980     MONUMENTED       NGS
 LW2588  HISTORY     - 1985     GOOD             RIGS
 LW2588  HISTORY     - 1985     GOOD             RIGS
 LW2588
 LW2588                          STATION DESCRIPTION
 LW2588
 LW2588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LW2588'THIS STATION WAS ESTABLISHED DUE TO GREEN 1968 BEING IN A PAVED
 LW2588'PARKING AREA.
 LW2588'
 LW2588'THE STATION IS LOCATED AT THE NORTH EDGE OF THE THEODORE FRANCIS
 LW2588'GREEN AIRPORT WHICH IS ABOUT 7 MILES SOUTH OF PROVIDENCE AND 5 MILES
 LW2588'NORTH OF EAST GREENWICH.
 LW2588'
 LW2588'TO REACH THE STATION FROM THE ENTRANCE TO THE AIRPORT TERMINAL
 LW2588'BUILDING, GO NORTH ON POST ROAD FOR 0.45 MILE TO A SIDE ROAD
 LW2588'RIGHT.  TURN RIGHT AND GO EAST ON OCCUPASSTUXET ROAD FOR 0.55 MILE TO
 LW2588'THE TEXTRON HANGAR BUILDING ON THE RIGHT AND THE STATION INSIDE THE
 LW2588'FENCED IN AREA OF THE AIRPORT.  GET PERMISSION TO USE STATION FROM
 LW2588'THE OPERATIONS DIVISION.
 LW2588'
 LW2588'THE STATION MARK STAMPED---GREEN 2 1980---IS A STANDARD DISK SET IN
 LW2588'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 LW2588'THE GROUND.  IT IS 96.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LW2588'THE TEXTRON HANGAR, 56 FEET EAST OF A FENCE CORNER AT ENTRANCE ROAD TO
 LW2588'HANGAR, 39.5 FEET SOUTH OF THE CENTER OF OCCUPASS TUXET ROAD AND 6
 LW2588'FEET SOUTH OF THE WIRE FENCE AND A METAL WITNESS POST.
 LW2588'
 LW2588'REFERENCE MARK 3 STAMPED---GREEN 2 RM 3 1980---IS A STANDARD DISK SET
 LW2588'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LW2588'GROUND.  IT IS 89.5 FEET EAST OF THE FENCE CORNER, 33.5 FEET EAST OF
 LW2588'THE METAL WITNESS POST AND 2 FEET SOUTH OF THE WIRE FENCE.
 LW2588'
 LW2588'REFERENCE MARK 4 STAMPED---GREEN 2 RM 4 1980---IS A STANDARD DISK
 LW2588'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 LW2588'WITH THE GROUND.  IT IS 32 FEET WEST OF THE METAL WITNESS POST, 24
 LW2588'FEET EAST OF THE FENCE CORNER AND 2 FEET SOUTH OF THE WIRE FENCE.
 LW2588'
 LW2588'ARP 1958 STAMPED---ARP 1958---IS A TOPOGRAPHIC STATION DISK SET IN
 LW2588'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES UNDERGROUND.  IT
 LW2588'IS 264 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE VOR BUILDING, 122
 LW2588'FEET SOUTH OF THE SOUTH EDGE OF A TAXI STRIP AND 81 FEET EAST OF THE
 LW2588'EAST EDGE OF THE DRIVEWAY LEADING TO THE VOR.
 LW2588'
 LW2588'TO REACH ARP 1958 FROM THE STATION, GO SOUTH TOWARD THE VOR FOR 0.55
 LW2588'MILE TO THE MARK AS DESCRIBED.
 LW2588
 LW2588                          STATION RECOVERY (1985)
 LW2588
 LW2588'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW2588'THE STATION WAS RECOVERED AT THIS DATE.
 LW2588'
 LW2588'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2588
 LW2588                          STATION RECOVERY (1985)
 LW2588
 LW2588'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW2588'IN WARWICK.
 LW2588'STATION IS LOCATED AT THE NORTH EDGE OF THE THEODORE FRANCIS GREEN
 LW2588'STATE AIRPORT IN WARWICK.  TO REACH THE STATION FROM THE AIRPORT
 LW2588'TERMINAL BUILDING GO NORTH FOR .75 KM (.45 MI) ON POST ROAD (ROUTE
 LW2588'1), TURN RIGHT AND GO EAST FOR .93 KM (.55 MI) ON OCCUPASSTUXET ROAD
 LW2588'TO THE TEXTRON HANGAR BUILDING ON THE RIGHT.  THE STATION IS INSIDE
 LW2588'THE FENCED IN AREA FOR THE AIRPORT.  PERMISSION MUST BE OBTAINED FROM
 LW2588'THE OPERATIONS DIVISION AT THE TERMINAL.  THE STATION IS SET INTO THE
 LW2588'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW2588'LOCATED 29.4 METERS (96.5 FT) NORTHEAST FROM THE NORTHEAST CORNER OF
 LW2588'THE TEXTRON HANGAR, 17.1 METERS (56.0 FT) EAST FROM A FENCED CORNER
 LW2588'AT THE ENTRANCE ROAD, 12.0 METERS (39.5 FT) SOUTH FROM THE CENTER OF
 LW2588'OCCUPASSTUXET ROAD, 1.8 METERS (6.0 FT) SOUTH FROM A WIRE FENCE AND
 LW2588'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5191 ***********************************************************************
 LW5191  DESIGNATION -  GREEN 2 RM 3
 LW5191  PID         -  LW5191
 LW5191  STATE/COUNTY-  RI/KENT
 LW5191  USGS QUAD   -  EAST GREENWICH (1975)
 LW5191
 LW5191                         *CURRENT SURVEY CONTROL
 LW5191  ___________________________________________________________________
 LW5191* NAD 83(1996)-  41 43 58.05854(N)    071 25 31.78606(W)     ADJUSTED  
 LW5191* NAVD 88     -        15.189  (meters)      49.83   (feet)  ADJUSTED  
 LW5191  ___________________________________________________________________
 LW5191  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 LW5191  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW5191  DYNAMIC HT  -          15.184 (meters)      49.82  (feet)  COMP
 LW5191  MODELED GRAV-     980,299.7   (mgal)                       NAVD 88
 LW5191
 LW5191  HORZ ORDER  -  FIRST
 LW5191  VERT ORDER  -  SECOND    CLASS II
 LW5191
 LW5191.This mark is at Theodore Francis Green State Airport (PVD)
 LW5191
 LW5191.The horizontal coordinates were established by classical geodetic methods
 LW5191.and adjusted by the National Geodetic Survey in August 1998..
 LW5191
 LW5191.The orthometric height was determined by differential leveling
 LW5191.and adjusted by the National Geodetic Survey in June 1991..
 LW5191
 LW5191.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5191
 LW5191.The geoid height was determined by GEOID03.
 LW5191
 LW5191.The dynamic height is computed by dividing the NAVD 88
 LW5191.geopotential number by the normal gravity value computed on the
 LW5191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5191.degrees latitude (g = 980.6199 gals.).
 LW5191
 LW5191.The modeled gravity was interpolated from observed gravity values.
 LW5191
 LW5191;                    North         East     Units Scale Factor Converg.
 LW5191;SPC RI       -    72,132.510   106,198.420   MT  0.99999422   +0 02 58.5
 LW5191;SPC RI       -   236,654.74    348,419.32   sFT  0.99999422   +0 02 58.5
 LW5191;UTM  19      - 4,622,952.390   298,281.041   MT  1.00010075   -1 36 54.3
 LW5191
 LW5191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5191!SPC RI       -   1.00000229  x   0.99999422  =   0.99999651
 LW5191!UTM  19      -   1.00000229  x   1.00010075  =   1.00010304
 LW5191
 LW5191                          SUPERSEDED SURVEY CONTROL
 LW5191
 LW5191  NAD 83(1996)-  41 43 58.05806(N)    071 25 31.78567(W) AD(       ) 1
 LW5191  NAD 83(1992)-  41 43 58.05710(N)    071 25 31.78519(W) AD(       ) 1
 LW5191  NAD 83(1992)-  41 43 58.05673(N)    071 25 31.78512(W) AD(       ) 1
 LW5191  NAD 83(1986)-  41 43 58.05708(N)    071 25 31.78483(W) AD(       ) 1
 LW5191  NGVD 29 (12/24/91)   15.44   (m)           50.7    (f) LEVELING    3  
 LW5191
 LW5191.Superseded values are not recommended for survey control.
 LW5191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5191.See file dsdata.txt to determine how the superseded data were derived.
 LW5191
 LW5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9828122952(NAD 83)
 LW5191_MARKER: DR = REFERENCE MARK DISK
 LW5191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5191_SP_SET: CONCRETE POST
 LW5191_STAMPING: GREEN 2 RM 3 1980
 LW5191_MARK LOGO: NGS   
 LW5191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5191+STABILITY: SURFACE MOTION
 LW5191
 LW5191  HISTORY     - Date     Condition        Report By
 LW5191  HISTORY     - 1980     MONUMENTED       NGS
 LW5191  HISTORY     - 1985     GOOD             RIGS
 LW5191
 LW5191                          STATION DESCRIPTION
 LW5191
 LW5191'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5191'IN WARWICK.
 LW5191'THE STATION IS LOCATED AT THE NORTH EDGE OF THE THEODORE FRANCIS
 LW5191'GREEN STATE AIRPORT IN WARWICK.  TO REACH THE STATION FROM THE
 LW5191'AIRPORT TERMINAL BUILDING GO NORTH FOR .75 KM (.45 MI) ON POST ROAD
 LW5191'(ROUTE 1), TURN RIGHT AND GO EAST FOR .93 KM (.55 MI) ON
 LW5191'OCCUPASSTUXET ROAD TO THE TEXTRON HANGAR ON THE RIGHT.  THE STATION
 LW5191'IS INSIDE THE FENCED IN AREA FOR THE AIRPORT.  PERMISSION MUST BE
 LW5191'OBTAINED FORM THE OPERATIONS DIVISION AT THE TERMINAL.  THE STATION
 LW5191'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW5191'FLUSH WITH GROUND.  LOCATED 27.3 METERS (89.5 FT) EAST FROM A FENCE
 LW5191'CORNER, 10.2 METERS (33.5 FT) EAST FROM A METAL WITNESS POST, .6
 LW5191'METERS (2.0 FT) SOUTH FROM A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5192 ***********************************************************************
 LW5192  DESIGNATION -  GREEN 2 RM 4
 LW5192  PID         -  LW5192
 LW5192  STATE/COUNTY-  RI/KENT
 LW5192  USGS QUAD   -  EAST GREENWICH (1975)
 LW5192
 LW5192                         *CURRENT SURVEY CONTROL
 LW5192  ___________________________________________________________________
 LW5192* NAD 83(1996)-  41 43 58.03286(N)    071 25 32.64529(W)     ADJUSTED  
 LW5192* NAVD 88     -        15.090  (meters)      49.51   (feet)  ADJUSTED  
 LW5192  ___________________________________________________________________
 LW5192  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 LW5192  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW5192  DYNAMIC HT  -          15.085 (meters)      49.49  (feet)  COMP
 LW5192  MODELED GRAV-     980,299.7   (mgal)                       NAVD 88
 LW5192
 LW5192  HORZ ORDER  -  FIRST
 LW5192  VERT ORDER  -  SECOND    CLASS II
 LW5192
 LW5192.This mark is at Theodore Francis Green State Airport (PVD)
 LW5192
 LW5192.The horizontal coordinates were established by classical geodetic methods
 LW5192.and adjusted by the National Geodetic Survey in August 1998..
 LW5192
 LW5192.The orthometric height was determined by differential leveling
 LW5192.and adjusted by the National Geodetic Survey in June 1991..
 LW5192
 LW5192.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5192
 LW5192.The geoid height was determined by GEOID03.
 LW5192
 LW5192.The dynamic height is computed by dividing the NAVD 88
 LW5192.geopotential number by the normal gravity value computed on the
 LW5192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5192.degrees latitude (g = 980.6199 gals.).
 LW5192
 LW5192.The modeled gravity was interpolated from observed gravity values.
 LW5192
 LW5192;                    North         East     Units Scale Factor Converg.
 LW5192;SPC RI       -    72,131.701   106,178.564   MT  0.99999422   +0 02 58.0
 LW5192;SPC RI       -   236,652.09    348,354.17   sFT  0.99999422   +0 02 58.0
 LW5192;UTM  19      - 4,622,952.158   298,261.168   MT  1.00010085   -1 36 54.9
 LW5192
 LW5192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5192!SPC RI       -   1.00000230  x   0.99999422  =   0.99999652
 LW5192!UTM  19      -   1.00000230  x   1.00010085  =   1.00010315
 LW5192
 LW5192                          SUPERSEDED SURVEY CONTROL
 LW5192
 LW5192  NAD 83(1996)-  41 43 58.03238(N)    071 25 32.64489(W) AD(       ) 1
 LW5192  NAD 83(1992)-  41 43 58.03142(N)    071 25 32.64442(W) AD(       ) 1
 LW5192  NAD 83(1992)-  41 43 58.03105(N)    071 25 32.64435(W) AD(       ) 1
 LW5192  NAD 83(1986)-  41 43 58.03140(N)    071 25 32.64409(W) AD(       ) 1
 LW5192  NGVD 29 (12/24/91)   15.35   (m)           50.4    (f) LEVELING    3  
 LW5192
 LW5192.Superseded values are not recommended for survey control.
 LW5192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5192.See file dsdata.txt to determine how the superseded data were derived.
 LW5192
 LW5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9826122952(NAD 83)
 LW5192_MARKER: DR = REFERENCE MARK DISK
 LW5192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5192_SP_SET: CONCRETE POST
 LW5192_STAMPING: GREEN 2 RM 4 1980
 LW5192_MARK LOGO: NGS   
 LW5192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5192+STABILITY: SURFACE MOTION
 LW5192
 LW5192  HISTORY     - Date     Condition        Report By
 LW5192  HISTORY     - 1980     MONUMENTED       NGS
 LW5192  HISTORY     - 1985     GOOD             RIGS
 LW5192
 LW5192                          STATION DESCRIPTION
 LW5192
 LW5192'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5192'IN WARWICK.
 LW5192'THE STATION IS LOCATED AT THE NORTH EDGE OF THE THEODORE FRANCIS
 LW5192'GREEN STATE AIRPORT IN WARWICK.  TO REACH THE STATION FROM THE
 LW5192'AIRPORT TERMINAL BUILDING GO NORTH FOR .75 KM (.45 MI) ON POST ROAD
 LW5192'(ROUTE 1), TURN RIGHT AND GO EAST FOR .93 KM (.55 MI) ON
 LW5192'OCCUPASSTUXET ROAD TO THE TEXTRON HANGAR BUILDING ON THE RIGHT.  THE
 LW5192'STATION IS LOCATED INSIDE THE FENCED IN AREA FOR THE AIRPORT.
 LW5192'PERMISSION MUST BE OBTAINED FROM THE OPERATIONS DIVISION AT THE
 LW5192'TEMINAL.  THE STATION IS SET INTO THE TOP OF A ROUND CONCRETE
 LW5192'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 9.8 METERS
 LW5192'(32.0 FT) WEST FROM A METAL WITNESS POST, 7.3 METERS (24 FT) EAST
 LW5192'FROM A FENCE CORNER, .6 METERS (2.0 FT) SOUTH FROM A CHAIN LINK
 LW5192'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0899 ***********************************************************************
 LW0899  DESIGNATION -  GREEN HILL 1
 LW0899  PID         -  LW0899
 LW0899  STATE/COUNTY-  RI/WASHINGTON
 LW0899  USGS QUAD   -  KINGSTON (1975)
 LW0899
 LW0899                         *CURRENT SURVEY CONTROL
 LW0899  ___________________________________________________________________
 LW0899* NAD 83(1986)-  41 22 24.     (N)    071 35 49.     (W)     SCALED    
 LW0899* NAVD 88     -        21.542  (meters)      70.68   (feet)  ADJUSTED  
 LW0899  ___________________________________________________________________
 LW0899  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LW0899  DYNAMIC HT  -          21.534 (meters)      70.65  (feet)  COMP
 LW0899  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LW0899
 LW0899  VERT ORDER  -  SECOND    CLASS 0
 LW0899
 LW0899.The horizontal coordinates were scaled from a topographic map and have
 LW0899.an estimated accuracy of +/- 6 seconds.
 LW0899
 LW0899.The orthometric height was determined by differential leveling
 LW0899.and adjusted by the National Geodetic Survey in June 1991..
 LW0899
 LW0899.The geoid height was determined by GEOID03.
 LW0899
 LW0899.The dynamic height is computed by dividing the NAVD 88
 LW0899.geopotential number by the normal gravity value computed on the
 LW0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0899.degrees latitude (g = 980.6199 gals.).
 LW0899
 LW0899.The modeled gravity was interpolated from observed gravity values.
 LW0899
 LW0899;                    North         East    Units  Estimated Accuracy
 LW0899;SPC RI       -    32,210.       91,890.      MT  (+/- 180 meters Scaled)
 LW0899
 LW0899                          SUPERSEDED SURVEY CONTROL
 LW0899
 LW0899  NGVD 29 (??/??/92)   21.822  (m)           71.59   (f) ADJ UNCH    2 0
 LW0899
 LW0899.Superseded values are not recommended for survey control.
 LW0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0899.See file dsdata.txt to determine how the superseded data were derived.
 LW0899
 LW0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF828834(NAD 83)
 LW0899_MARKER: Z = SEE DESCRIPTION
 LW0899_SETTING: 0 = UNSPECIFIED SETTING
 LW0899_MARK LOGO: CGS   
 LW0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0899
 LW0899  HISTORY     - Date     Condition        Report By
 LW0899  HISTORY     - 1940     MONUMENTED       CGS
 LW0899  HISTORY     - 1943     GOOD             NGS
 LW0899  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 LW0899
 LW0899                          STATION DESCRIPTION
 LW0899
 LW0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0899'4 MI SE FROM CHARLESTOWN.
 LW0899'4.0 MILES SOUTHEAST OF CHARLESTOWN, WASHINGTON COUNTY, AT GREEN
 LW0899'HILL, AND 0.04 KILOMETER (STADIA DISTANCE) FROM R.M. 1 GREEN
 LW0899'HILL DESCRIBED.  NOTE-- CHARACTER OF MARK UNDETERMINED.  NO
 LW0899'FURTHER DESCRIPTION AVAILABLE.
 LW0899
 LW0899                          STATION RECOVERY (2002)
 LW0899
 LW0899'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3041 ***********************************************************************
 LW3041  DESIGNATION -  GREEN HILL 2
 LW3041  PID         -  LW3041
 LW3041  STATE/COUNTY-  RI/WASHINGTON
 LW3041  USGS QUAD   -  KINGSTON (1975)
 LW3041
 LW3041                         *CURRENT SURVEY CONTROL
 LW3041  ___________________________________________________________________
 LW3041* NAD 83(1996)-  41 22 23.80618(N)    071 35 49.82118(W)     ADJUSTED  
 LW3041* NAVD 88     -        21.8    (meters)      72.     (feet)  VERTCON   
 LW3041  ___________________________________________________________________
 LW3041  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 LW3041  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LW3041
 LW3041  HORZ ORDER  -  FIRST
 LW3041
 LW3041.The horizontal coordinates were established by classical geodetic methods
 LW3041.and adjusted by the National Geodetic Survey in August 1998..
 LW3041
 LW3041.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3041
 LW3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3041
 LW3041.The geoid height was determined by GEOID03.
 LW3041
 LW3041;                    North         East     Units Scale Factor Converg.
 LW3041;SPC RI       -    32,205.290    91,870.718   MT  0.99999456   -0 03 51.2
 LW3041;SPC RI       -   105,660.19    301,412.51   sFT  0.99999456   -0 03 51.2
 LW3041;UTM  19      - 4,583,450.901   282,801.229   MT  1.00018061   -1 43 02.3
 LW3041
 LW3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3041!SPC RI       -   1.00000136  x   0.99999456  =   0.99999592
 LW3041!UTM  19      -   1.00000136  x   1.00018061  =   1.00018197
 LW3041
 LW3041:                Primary Azimuth Mark                     Grid Az
 LW3041:SPC RI       -  GREEN HILL 2 AZ MK                       257 05 18.1
 LW3041:UTM  19      -  GREEN HILL 2 AZ MK                       258 44 29.2
 LW3041
 LW3041|---------------------------------------------------------------------|
 LW3041| PID    Reference Object                     Distance      Geod. Az  |
 LW3041|                                                           dddmmss.s |
 LW3041| CB7753 GREEN HILL 2 AZ MK                                 2570126.9 |
 LW3041| LW3077 CHARLESTOWN USN AIR STA W TANK      APPROX. 5.4 KM 2700647.4 |
 LW3041| LW3078 CHARLESTOWN USN AIR STA E TANK      APPROX. 5.4 KM 2702242.7 |
 LW3041| CB7754 GREEN HILL 2 RM 3                    21.084 METERS 27819     |
 LW3041| LW0902 GREEN HILL RESET                     22.012 METERS 35230     |
 LW3041|---------------------------------------------------------------------|
 LW3041
 LW3041                          SUPERSEDED SURVEY CONTROL
 LW3041
 LW3041  NAD 83(1996)-  41 22 23.80495(N)    071 35 49.82036(W) AD(       ) 1
 LW3041  NAD 83(1992)-  41 22 23.80483(N)    071 35 49.82041(W) AD(       ) 1
 LW3041  NAD 83(1992)-  41 22 23.80331(N)    071 35 49.82064(W) AD(       ) 1
 LW3041  NAD 83(1986)-  41 22 23.80312(N)    071 35 49.82055(W) AD(       ) 1
 LW3041  NAD 27      -  41 22 23.43764(N)    071 35 51.60292(W) AD(       ) 1
 LW3041  NGVD 29 (07/19/86)   22.1    (m)           73.     (f) VERT ANG       
 LW3041
 LW3041.Superseded values are not recommended for survey control.
 LW3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3041.See file dsdata.txt to determine how the superseded data were derived.
 LW3041
 LW3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8280183451(NAD 83)
 LW3041_MARKER: DS = TRIANGULATION STATION DISK
 LW3041_SETTING: 80 = SET IN A BOULDER
 LW3041_SP_SET: IN DRILL HOLE IN A BOULDER
 LW3041_STAMPING: GREEN HILL 2 1969
 LW3041_MARK LOGO: CGS   
 LW3041_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3041+STABILITY: SURFACE MOTION
 LW3041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3041+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 LW3041
 LW3041  HISTORY     - Date     Condition        Report By
 LW3041  HISTORY     - 1969     MONUMENTED       CGS
 LW3041  HISTORY     - 1984     GOOD             LOCENG
 LW3041  HISTORY     - 19860101 GOOD             RIGS
 LW3041  HISTORY     - 19870101 GOOD             RIGS
 LW3041  HISTORY     - 20020308 GOOD             USPSQD
 LW3041
 LW3041                          STATION DESCRIPTION
 LW3041
 LW3041'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3041'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST-SOUTHWEST OF
 LW3041'CHARLESTOWN, 2-1/2 MILES SOUTHWEST OF PERRYVILLE, 1/2 MILE
 LW3041'NORTHEAST OF GREEN HILL AND ON PROPERTY OWNED BY DR. ARTHUR
 LW3041'RATTENNI.  THE GREEN HILL 1838 1940 STATION MARK IS ON PROPERTY
 LW3041'OWNED BY MR. CHARLES BRINTON.  EXTREME CARE SHOULD BE USED WHEN
 LW3041'ON HIS PROPERTY AS HE IS VERY SENSITIVE ABOUT THE CONDITION OF
 LW3041'HIS LAWN AND SHRUBBERY.
 LW3041'
 LW3041'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LW3041'112 AND U.S. HIGHWAY 1 IN CHARLESTOWN, GO WEST ON HIGHWAY 1 FOR
 LW3041'0.15 MILE TO A CROSS OVER TO THE OPPOSITE SIDE OF THE
 LW3041'HIGHWAY.  TURN LEFT AT A SIGN CROSS MILLS CHARLESTOWN BEACH AND
 LW3041'GO EAST AND NORTHEAST ON HIGHWAY 1 FOR 1.4 MILES TO A SIDE ROAD
 LW3041'RIGHT.  CONTINUE EAST-NORTHEAST ON HIGHWAY 1 FOR 1.5 MILES TO A
 LW3041'SIDE ROAD RIGHT AND A SIGN GREEN HILL BEACH.  TURN RIGHT AND GO
 LW3041'SOUTHWEST AND WESTERLY ON A PAVED ROAD FOR 0.3 MILE TO A SIDE
 LW3041'ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON GREEN HILL ROAD FOR
 LW3041'0.85 MILE TO A T INTERSECTION.  TURN LEFT AND GO EAST ON A
 LW3041'PAVED ROAD FOR 0.05 MILE TO A T INTERSECTION.  TURN RIGHT AND
 LW3041'GO SOUTHERLY ON A PAVED ROAD FOR 0.35 MILE TO A SIDE ROAD
 LW3041'LEFT.  TURN LEFT AND GO SOUTHEASTERLY UP A SMALL HILL FOR 0.35
 LW3041'MILE TO POWER POLE NUMBER 4068 AND THE STATION ON THE LEFT AS
 LW3041'DESCRIBED.
 LW3041'
 LW3041'STATION MARK, STAMPED GREEN HILL 2 1969 IS A STANDARD DISK
 LW3041'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.  IT
 LW3041'IS 153 FEET EAST OF THE CENTER OF A PAVED ROAD, 49.5 FEET SOUTH
 LW3041'OF THE SOUTHEAST CORNER OF A HOUSE, 33.5 FEET SOUTHEAST OF A
 LW3041'4-INCH CEDAR TREE, 11 FEET WEST OF A ROCK FENCE AND 6.9 FEET
 LW3041'WEST OF A METAL WITNESS POST.
 LW3041'
 LW3041'OLD STATION, STAMPED GREEN HILL 1838 1940 IS A STANDARD DISK SET
 LW3041'IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 LW3041'SURFACE.  IT IS 73.5 FEET NORTH OF A METAL WITNESS POST, 41 FEET
 LW3041'NORTH OF A ROCK FENCE, 23.5 FEET NORTH-NORTHEAST OF THE SOUTHEAST
 LW3041'CORNER OF THE HOUSE AND 9.8 FEET SOUTH-SOUTHEAST OF A CELLAR
 LW3041'DOOR.
 LW3041'
 LW3041'RM 3, STAMPED GREEN HILL 2 NO 3 1969 IS A STANDARD DISK SET IN
 LW3041'A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 LW3041'IS 74.5 FEET EAST OF POWER POLE NUMBER 4068, 47 FEET
 LW3041'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 41 FEET
 LW3041'NORTHWEST OF THE 4-INCH CEDAR TREE AND 7.5 FEET SOUTHEAST OF A
 LW3041'5-INCH TREE.
 LW3041'
 LW3041'AZ MK, STAMPED GREEN HILL 2 1969 IS A STANDARD DISK SET IN A
 LW3041'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 LW3041'IS 61 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 LW3041'FRAME HOUSE, 35.5 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL
 LW3041'FRAME HOUSE, 12 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND
 LW3041'2.2 FEET SOUTH OF POWER POLE NUMBER 4960 1/2.
 LW3041'
 LW3041'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY ON THE
 LW3041'PAVED ROAD FOR 0.35 MILE TO A T INTERSECTION.  TURN LEFT AND GO
 LW3041'SOUTHEASTERLY ON A PAVED ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT
 LW3041'AND A SIGN GREEN HILL ACRES.  TURN RIGHT AND GO WESTERLY ON A
 LW3041'PAVED ROAD FOR 0.55 MILE TO POWER POLE NUMBER 4960-1/2 AND THE
 LW3041'AZIMUTH MARK ON THE RIGHT.
 LW3041'
 LW3041'NOTE--NO MEASUREMENT BETWEEN MARKS DUE TO MR. CHARLES BRINTONS
 LW3041'HOME BEING BUILT ON LINE.
 LW3041'
 LW3041'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LW3041
 LW3041                          STATION RECOVERY (1984)
 LW3041
 LW3041'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (PHG)
 LW3041'GREEN HILL 2 1969 FOUND GOOD.
 LW3041'GREEN HILL 1838 1940 FOUND GOOD.
 LW3041'RM 3 GREEN HILL 2 NO 3 1969 FOUND GOOD.
 LW3041'AZ MK GREEN HILL 2 1969 DIDNT LOOK FOR IT, THE STATION ITSELF IS
 LW3041'NOW SURROUNDED BY HIGH BRUSH AND HOUSES.  I WOULD NEED A TOWER TO
 LW3041'USE IT.
 LW3041
 LW3041                          STATION RECOVERY (1986)
 LW3041
 LW3041'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW3041'RECOVERED AS DESCRIBED.
 LW3041
 LW3041                          STATION RECOVERY (1987)
 LW3041
 LW3041'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW3041'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST-SOUTHWEST OF
 LW3041'CHARLESTOWN, 2-1/2 MILES SOUTHWEST OF PERRYVILLE, 1/2 MILE NORTHEAST
 LW3041'OF GREEN HILL AND ON PROPERTY OWNED BY DR. ARTHUR RATTENNI.  TO
 LW3041'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 112 AND
 LW3041'U.S. HIGHWAY 1 IN CHARLESTOWN, GO WEST ON HIGHWAY 1 FOR 0.15 MILE TO
 LW3041'A CROSS OVER TO THE OPPOSITE SIDE OF THE HIGHWAY.  TURN LEFT AT A
 LW3041'SIGN CROSS MILLS CHARLESTOWN BEACH AND GO EAST AND NORTHEAST ON
 LW3041'HIGHWAY 1 FOR 1.4 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 LW3041'EAST-NORTHEAST ON HIGHWAY 1 FOR 1.5 MILES TO A SIDE ROAD RIGHT AND A
 LW3041'SIGN GREEN HILL BEACH.  TURN RIGHT AND GO SOUTHWEST AND WESTERLY ON A
 LW3041'PAVED ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 LW3041'SOUTHERLY ON GREEN HILL ROAD FOR 0.85 MILE TO A T INTERSECTION.  TURN
 LW3041'LEFT AND GO EAST ON A PAVED ROAD FOR 0.05 MILE TO A T INTERSECTION.
 LW3041'TURN RIGHT AND GO SOUTHERLY ON A PAVED ROAD FOR 0.35 MILE TO A SIDE
 LW3041'ROAD LEFT.  TURN LEFT AND GO SOUTHEASTERLY UP A SMALL HILL FOR 0.35
 LW3041'MILE TO POWER POLE NUMBER 4068 AND THE STATION ON THE LEFT AS
 LW3041'DESCRIBED.  STATION MARK, STAMPED GREEN HILL 2 1969 IS A STANDARD
 LW3041'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
 LW3041'IT IS 153 FEET EAST OF THE CENTER OF A PAVED ROAD, 49.5 FEET SOUTH OF
 LW3041'THE SOUTHEAST CORNER OF A HOUSE, 33.5 FEET SOUTHEAST OF A 4-INCH
 LW3041'CEDAR TREE, 11 FEET WEST OF A ROCK FENCE AND 6.9 FEET WEST OF A METAL
 LW3041'WITNESS POST.  THE STATION ITSELF IS NOW SURROUNDED BY HIGH BRUSH AND
 LW3041'HOUSES.  I WOULD NEED A TOWER TO USE IT.
 LW3041
 LW3041                          STATION RECOVERY (2002)
 LW3041
 LW3041'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW3041'FOUND ONLY STATION MARK GREEN HILL 2 1969 PER 1987 RECOVERY. THIS
 LW3041'STATION MAY BE IN DANGER OF EXTINCTION AS THE LOT IT IS ON IS BEING
 LW3041'CLEARED FOR A NEW HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3042 ***********************************************************************
 LW3042  DESIGNATION -  GREEN HILL OP 1
 LW3042  PID         -  LW3042
 LW3042  STATE/COUNTY-  RI/WASHINGTON
 LW3042  USGS QUAD   -  KINGSTON (1975)
 LW3042
 LW3042                         *CURRENT SURVEY CONTROL
 LW3042  ___________________________________________________________________
 LW3042* NAD 83(1996)-  41 22 23.65388(N)    071 35 49.48931(W)     ADJUSTED  
 LW3042* NAVD 88     -        21.8    (meters)      72.     (feet)  VERTCON   
 LW3042  ___________________________________________________________________
 LW3042  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 LW3042  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LW3042
 LW3042  HORZ ORDER  -  SECOND
 LW3042
 LW3042.The horizontal coordinates were established by classical geodetic methods
 LW3042.and adjusted by the National Geodetic Survey in August 1998..
 LW3042
 LW3042.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3042
 LW3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3042
 LW3042.The geoid height was determined by GEOID03.
 LW3042
 LW3042;                    North         East     Units Scale Factor Converg.
 LW3042;SPC RI       -    32,200.583    91,878.425   MT  0.99999456   -0 03 51.0
 LW3042;SPC RI       -   105,644.75    301,437.80   sFT  0.99999456   -0 03 51.0
 LW3042;UTM  19      - 4,583,445.972   282,808.798   MT  1.00018057   -1 43 02.1
 LW3042
 LW3042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3042!SPC RI       -   1.00000136  x   0.99999456  =   0.99999592
 LW3042!UTM  19      -   1.00000136  x   1.00018057  =   1.00018193
 LW3042
 LW3042                          SUPERSEDED SURVEY CONTROL
 LW3042
 LW3042  NAD 83(1996)-  41 22 23.65270(N)    071 35 49.48850(W) AD(       ) 2
 LW3042  NAD 83(1992)-  41 22 23.65254(N)    071 35 49.48854(W) AD(       ) 2
 LW3042  NAD 83(1992)-  41 22 23.65115(N)    071 35 49.48879(W) AD(       ) 2
 LW3042  NAD 83(1986)-  41 22 23.65096(N)    071 35 49.48870(W) AD(       ) 2
 LW3042  NAD 27      -  41 22 23.28500(N)    071 35 51.27100(W) AD(       ) 2
 LW3042  NGVD 29 (07/19/86)   22.1    (m)           73.     (f) VERT ANG       
 LW3042
 LW3042.Superseded values are not recommended for survey control.
 LW3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3042.See file dsdata.txt to determine how the superseded data were derived.
 LW3042
 LW3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8280983446(NAD 83)
 LW3042_MARKER: DS = TRIANGULATION STATION DISK
 LW3042_SETTING: 80 = SET IN A BOULDER
 LW3042_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3042+STABILITY: SURFACE MOTION
 LW3042
 LW3042  HISTORY     - Date     Condition        Report By
 LW3042  HISTORY     - 1940     MONUMENTED       CGS
 LW3042  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 LW3042
 LW3042                          STATION DESCRIPTION
 LW3042
 LW3042'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3042'STATION IS LOCATED ON THE S SHORE OF RHODE ISLAND, ABOUT 2
 LW3042'MI. E-SE OF THE TOWN OF CHARLESTOWN, ON THE SUMMIT OF A HILL
 LW3042'CALLED GREEN HILL THAT LIES BETWEEN GREEN HILL POND AND TRUSTOM
 LW3042'POND, ABOUT 1/2 MI. N OF THE GREEN HILL COAST GUARD STATION,
 LW3042'ABOUT 1/4 MI. E OF THE N-S ROAD THAT RUNS PARALLEL TO THE E
 LW3042'SHORE OF GREEN HILL POND, AND ABOUT 20 FT. FROM THE CORNER OF A
 LW3042'STONE FENCE THAT EXTENDS TO THE N AND E FROM THIS CORNER.  IT
 LW3042'IS A STANDARD STATION DISK, STAMPED GREEN HILL OP NO 1 1940 AND
 LW3042'SET IN A DRILL HOLE IN A BOULDER FLUSH WITH THE SURFACE.
 LW3042'
 LW3042'A REFERENCE MARK, A STANDARD REFERENCE-MARK DISK, UNSTAMPED, IS
 LW3042'ABOUT 150 FT. NE OF THE STATION, AND IS SET IN A DRILL HOLE IN A
 LW3042'BOULDER FLUSH WITH THE SURFACE.
 LW3042'
 LW3042'BOTH THE STATION AND THE REFERENCE MARK WERE LOCATED BY
 LW3042'TRAVERSE FROM STATION GREEN HILL.
 LW3042'
 LW3042'THIS IS A TRAVERSE STATION.
 LW3042
 LW3042                          STATION RECOVERY (2002)
 LW3042
 LW3042'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW3042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0902 ***********************************************************************
 LW0902  DESIGNATION -  GREEN HILL RESET
 LW0902  PID         -  LW0902
 LW0902  STATE/COUNTY-  RI/WASHINGTON
 LW0902  USGS QUAD   -  KINGSTON (1975)
 LW0902
 LW0902                         *CURRENT SURVEY CONTROL
 LW0902  ___________________________________________________________________
 LW0902* NAD 83(1996)-  41 22 24.51361(N)    071 35 49.94471(W)     ADJUSTED  
 LW0902* NAVD 88     -        21.564  (meters)      70.75   (feet)  ADJUSTED  
 LW0902  ___________________________________________________________________
 LW0902  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 LW0902  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LW0902  DYNAMIC HT  -          21.557 (meters)      70.72  (feet)  COMP
 LW0902  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LW0902
 LW0902  HORZ ORDER  -  SECOND
 LW0902  VERT ORDER  -  SECOND    CLASS 0
 LW0902
 LW0902.The horizontal coordinates were established by classical geodetic methods
 LW0902.and adjusted by the National Geodetic Survey in August 1998..
 LW0902
 LW0902.The orthometric height was determined by differential leveling
 LW0902.and adjusted by the National Geodetic Survey in June 1991..
 LW0902
 LW0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0902
 LW0902.The geoid height was determined by GEOID03.
 LW0902
 LW0902.The dynamic height is computed by dividing the NAVD 88
 LW0902.geopotential number by the normal gravity value computed on the
 LW0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0902.degrees latitude (g = 980.6199 gals.).
 LW0902
 LW0902.The modeled gravity was interpolated from observed gravity values.
 LW0902
 LW0902;                    North         East     Units Scale Factor Converg.
 LW0902;SPC RI       -    32,227.117    91,867.872   MT  0.99999456   -0 03 51.3
 LW0902;SPC RI       -   105,731.80    301,403.18   sFT  0.99999456   -0 03 51.3
 LW0902;UTM  19      - 4,583,472.805   282,799.013   MT  1.00018062   -1 43 02.4
 LW0902
 LW0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0902!SPC RI       -   1.00000140  x   0.99999456  =   0.99999596
 LW0902!UTM  19      -   1.00000140  x   1.00018062  =   1.00018202
 LW0902
 LW0902|---------------------------------------------------------------------|
 LW0902| PID    Reference Object                     Distance      Geod. Az  |
 LW0902|                                                           dddmmss.s |
 LW0902| LW0901 GREEN HILL RM 1                      11.876 METERS 00732     |
 LW0902| LW3057 B 2/3 S 2/3 1943                      7.409 METERS 02028     |
 LW0902| LW3044 B 1/6 S 1/6 1943                     60.041 METERS 06551     |
 LW0902| CB7755 GREEN HILL OP RM                     37.531 METERS 07450     |
 LW0902| LW3042 GREEN HILL OP 1                      28.556 METERS 15815     |
 LW0902| LW3045 TOWER 6                             APPROX. 0.9 KM 1705139.3 |
 LW0902| LW0900 GREEN HILL RM 2                      11.817 METERS 25529     |
 LW0902| LW3076 CHARLESTOWN USN FIELD CONT TWR      APPROX. 5.6 KM 2640937.6 |
 LW0902| LW3040 OFFSET 1943                          32.638 METERS 26424     |
 LW0902|---------------------------------------------------------------------|
 LW0902
 LW0902                          SUPERSEDED SURVEY CONTROL
 LW0902
 LW0902  NAD 83(1996)-  41 22 24.51243(N)    071 35 49.94390(W) AD(       ) 2
 LW0902  NAD 83(1992)-  41 22 24.51226(N)    071 35 49.94394(W) AD(       ) 2
 LW0902  NAD 83(1992)-  41 22 24.51087(N)    071 35 49.94419(W) AD(       ) 2
 LW0902  NAD 83(1986)-  41 22 24.51068(N)    071 35 49.94410(W) AD(       ) 2
 LW0902  NAD 27      -  41 22 24.14557(N)    071 35 51.72654(W) AD(       ) 2
 LW0902  NGVD 29 (??/??/92)   21.844  (m)           71.67   (f) ADJ UNCH    2 0
 LW0902
 LW0902.Superseded values are not recommended for survey control.
 LW0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0902.See file dsdata.txt to determine how the superseded data were derived.
 LW0902
 LW0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8279983473(NAD 83)
 LW0902_MARKER: DS = TRIANGULATION STATION DISK
 LW0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0902_SP_SET: CONCRETE POST
 LW0902_STAMPING: GREEN HILL 1838 1940
 LW0902_MARK LOGO: CGS   
 LW0902_PROJECTION: PROJECTING 15 CENTIMETERS
 LW0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0902+STABILITY: SURFACE MOTION
 LW0902
 LW0902  HISTORY     - Date     Condition        Report By
 LW0902  HISTORY     - 1940     MONUMENTED       CGS
 LW0902  HISTORY     - 1943     GOOD             NGS
 LW0902  HISTORY     - 1943     GOOD             CGS
 LW0902  HISTORY     - 1954     GOOD             CGS
 LW0902  HISTORY     - 1962     GOOD             CGS
 LW0902  HISTORY     - 1969     GOOD             CGS
 LW0902  HISTORY     - 19860101 GOOD             RIGS
 LW0902  HISTORY     - 19860101 GOOD             RIGS
 LW0902  HISTORY     - 1988     GOOD             USPSQD
 LW0902
 LW0902                          STATION DESCRIPTION
 LW0902
 LW0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LW0902'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED.  THE STATION
 LW0902'WAS REMARKED ACCORDING TO NOTE 1A, AND REFERENCE MARK NO. 2 WAS
 LW0902'ESTABLISHED.
 LW0902'
 LW0902'STATION IS LOCATED ABOUT 2 MILES ESE OF THE TOWN OF CHARLESTOWN,
 LW0902'R.I., ON THE SUMMIT OF A HILL CALLED GREEN HILL THAT LIES BETWEEN
 LW0902'GREEN HILL POND AND TRUSTOM POND ON THE SOUTH SHORE OF RHODE
 LW0902'ISLAND, ABOUT 1/2 MILE NORTH OF THE GREEN HILL COAST GUARD
 LW0902'STATION, ABOUT 1/4 MILE EAST OF THE N-S ROAD THAT RUNS ALONG
 LW0902'THE EAST SHORE OF GREEN HILL POND, AND ABOUT 10 FEET WEST OF A
 LW0902'NORTH-SOUTH STONE FENCE THAT RUNS ALONG THE CREST OF THE HILL.
 LW0902'
 LW0902'STATION, NOTE 11A, IS STAMPED GREEN HILL 1838 1940.
 LW0902'
 LW0902'REFERENCE MARK NO. 1, NORTH OF STATION, IS 6 FEET WEST OF STONE
 LW0902'WALL, AND IS A STANDARD REFERENCE DISK, NOT STAMPED, SET IN A
 LW0902'DRILL HOLE IN BOULDER.  REFERENCE MARK NO. 2 IS WEST OF STATION
 LW0902'AND IS A STANDARD DISK STAMPED GREEN HILL NO 2 1940, SET IN A
 LW0902'DRILL HOLE IN BOULDER FLUSH WITH THE SURFACE.
 LW0902'
 LW0902'OBSERVATIONS WERE MADE FROM A 4-FOOT STAND.
 LW0902
 LW0902                          STATION RECOVERY (1943)
 LW0902
 LW0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0902'4 MI SE FROM CHARLESTOWN.
 LW0902'4.0 MILES SOUTHEAST OF CHARLESTOWN, WASHINGTON COUNTY.  THIS BENCH
 LW0902'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 2.3 MILES
 LW0902'NORTHEAST ALONG U.S. HIGHWAY 1, THENCE 1.3 MILES SOUTH ALONG
 LW0902'GREEN HILL ROAD, AND THENCE 0.4 MILE SOUTHEAST TO THE ARMY
 LW0902'INSTALLATIONS.  IT IS 0.4 MILE NORTH OF THE MAIN ROAD JUNCTION AT
 LW0902'GREEN HILL, 26.1 FEET WEST-SOUTHWEST OF THE SOUTHEAST LEG OF THE
 LW0902'CENTER ONE OF THREE FIRE-CONTROL TOWERS, 13.4 FEET SOUTH OF THE
 LW0902'SOUTHWEST LEG, AND 14.8 FEET NORTHEAST OF THE NORTHEAST CORNER
 LW0902'OF THE SOUTHERNMOST HOUSE.  A STANDARD TRIANGULATION-STATION
 LW0902'DISK, STAMPED GREEN HILL 1838 1940 AND SET IN THE TOP OF A
 LW0902'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LW0902
 LW0902                          STATION RECOVERY (1943)
 LW0902
 LW0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0902'STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE FOUND IN
 LW0902'GOOD CONDITION.  THE ARMY HAS CONSTRUCTED SEVERAL BUILDINGS AND
 LW0902'THREE FIRE-CONTROL TOWERS AT THE STATION SITE.
 LW0902'
 LW0902'STATION IS 26.1 FEET WSW OF THE SE LEG OF THE CENTRAL OF THREE
 LW0902'FIRE-CONTROL TOWERS AND 13.7 FEET S OF THE SW LEG OF TOWER.  IT
 LW0902'PROJECTS ABOUT 6 INCHES.
 LW0902'
 LW0902'REFERENCE MARK 1 IS 9.8 FEET E OF THE NW LEG OF THE CENTRAL OF
 LW0902'THREE FIRE-CONTROL TOWERS AND 2.3 FEET N OF THE LOWER TIE OF
 LW0902'THE N SIDE OF THE TOWER.  IT IS NOT STAMPED.
 LW0902'
 LW0902'REFERENCE MARK 2, 1940, IS IN FRONT OF THE SIDEWALK THAT LEADS
 LW0902'TO THE MESS HALL.  IT PROJECTS ABOUT 1 INCH.
 LW0902'
 LW0902'TO REACH THE STATION FROM THE BRIDGE IN WAKEFIELD, FOLLOW U.S.
 LW0902'HIGHWAY 1 SW FOR 8.15 MILES TO ROAD LEADING TO LEFT AND SIGN
 LW0902'THE HILL AT GREEN HILL.  TURN LEFT AND FOLLOW MACADAM ROAD FOR 0.95
 LW0902'MILE, TURN LEFT AND GO 0.05 MILE, TURN RIGHT AND GO 0.4 MILE TO
 LW0902'GATE.  TURN LEFT THROUGH GATE AND FOLLOW ROAD TO TOP OF HILL FOR
 LW0902'0.4 MILE TO GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND GO
 LW0902'ABOUT 300 FEET TO END OF ROAD AND STATION.
 LW0902
 LW0902                          STATION RECOVERY (1954)
 LW0902
 LW0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0902'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 LW0902'CONDITION.  RECOVERY NOTE OF P.L.B. 1940, IS ADEQUATE AND COMPLETE
 LW0902'EXCEPT FOR THE FOLLOWING--
 LW0902'
 LW0902'RM NO. 2 IS 39.0 FT. W. OF THE STATION AND 43.30 FT. WSW. OF THE
 LW0902'SW LEG OF TOWER.  THERE IS NO SIDEWALK AND THE MESS HALL HAS
 LW0902'BEEN MOVED.
 LW0902
 LW0902                          STATION RECOVERY (1962)
 LW0902
 LW0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (EKR)
 LW0902'GREEN HILL 1839-1940 GOOD CONDITION
 LW0902'
 LW0902'GREEN HILL NO 2 1940 GOOD CONDITION
 LW0902'
 LW0902'R.M. (NOT STAMPED) GOOD CONDITION
 LW0902'
 LW0902'TOWERS ARE NO LONGER IN EXISTENCE.  AT PRESENT THE MARKS ARE
 LW0902'ON LAND OWNED BY PAUL W. CARTER INC., 338 HOSPITAL TRUST BLDG.,
 LW0902'PROVIDENCE, R.I.
 LW0902
 LW0902                          STATION RECOVERY (1969)
 LW0902
 LW0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW0902'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  RM 1
 LW0902'AND 2 HAVE BEEN DESTROYED.  THE STATION MARK IS NOW LOCATED IN
 LW0902'THE LAWN OF MR. CHARLES BRINTON AND A TOWER COULD NOT BE BUILT
 LW0902'OVER THE MARK.  HE IS VERY SENSITIVE ABOUT PEOPLE WALKING ON HIS
 LW0902'LAWN, THEREFORE STATION GREEN HILL 2 WAS ESTABLISHED AT THIS
 LW0902'TIME AND STATION GREEN HILL 1838 WAS USED AS A REFERENCE MARK.
 LW0902'A TRAVERSE MEASUREMENT WAS MADE FROM STATION GREEN HILL 1838 TO
 LW0902'STATION GREEN HILL 2 AT THIS TIME, THE DISTANCE BEING 22.0276
 LW0902'METERS OR (72.27) FEET.
 LW0902'
 LW0902'FOR THE TO REACH THIS STATION SEE DESCRIPTION TO STATION GREEN
 LW0902'HILL 2.
 LW0902
 LW0902                          STATION RECOVERY (1986)
 LW0902
 LW0902'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0902'4.0 MILES SOUTHEAST OF CHARLESTOWN, WASHINGTON COUNTY.  THIS BENCH
 LW0902'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 2.3 MILES NORTHEAST
 LW0902'ALONG U.S. HIGHWAY 1, THENCE 1.3 MILES SOUTH ALONG GREEN HILL ROAD,
 LW0902'AND THENCE 0.4 MILE SOUTHEAST TO THE ARMY INSTALLATIONS.  IT IS 0.4
 LW0902'MILE NORTH OF THE MAIN ROAD JUNCTION AT GREEN HILL, 26.1 FEET
 LW0902'WEST-SOUTHWEST OF THE SOUTHEAST LEG OF THE CENTER ONE OF THREE
 LW0902'FIRE-CONTROL TOWERS, 13.4 FEET SOUTH OF THE SOUTHWEST LEG, AND 14.8
 LW0902'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SOUTHERNMOST HOUSE.  A
 LW0902'STANDARD TRIANGULATION-STATION DISK, STAMPED GREEN HILL 1838 1940 AND
 LW0902'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LW0902
 LW0902                          STATION RECOVERY (1986)
 LW0902
 LW0902'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW0902'RECOVERED AS DESCRIBED.
 LW0902
 LW0902                          STATION RECOVERY (1988)
 LW0902
 LW0902'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0901 ***********************************************************************
 LW0901  DESIGNATION -  GREEN HILL RM 1
 LW0901  PID         -  LW0901
 LW0901  STATE/COUNTY-  RI/WASHINGTON
 LW0901  USGS QUAD   -  KINGSTON (1975)
 LW0901
 LW0901                         *CURRENT SURVEY CONTROL
 LW0901  ___________________________________________________________________
 LW0901* NAD 83(1986)-  41 22 24.     (N)    071 35 49.     (W)     SCALED    
 LW0901* NAVD 88     -        21.724  (meters)      71.27   (feet)  ADJUSTED  
 LW0901  ___________________________________________________________________
 LW0901  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LW0901  DYNAMIC HT  -          21.717 (meters)      71.25  (feet)  COMP
 LW0901  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LW0901
 LW0901  VERT ORDER  -  SECOND    CLASS 0
 LW0901
 LW0901.The horizontal coordinates were scaled from a topographic map and have
 LW0901.an estimated accuracy of +/- 6 seconds.
 LW0901
 LW0901.The orthometric height was determined by differential leveling
 LW0901.and adjusted by the National Geodetic Survey in June 1991..
 LW0901
 LW0901.The geoid height was determined by GEOID03.
 LW0901
 LW0901.The dynamic height is computed by dividing the NAVD 88
 LW0901.geopotential number by the normal gravity value computed on the
 LW0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0901.degrees latitude (g = 980.6199 gals.).
 LW0901
 LW0901.The modeled gravity was interpolated from observed gravity values.
 LW0901
 LW0901;                    North         East    Units  Estimated Accuracy
 LW0901;SPC RI       -    32,210.       91,890.      MT  (+/- 180 meters Scaled)
 LW0901
 LW0901                          SUPERSEDED SURVEY CONTROL
 LW0901
 LW0901  NGVD 29 (??/??/92)   22.004  (m)           72.19   (f) ADJ UNCH    2 0
 LW0901
 LW0901.Superseded values are not recommended for survey control.
 LW0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0901.See file dsdata.txt to determine how the superseded data were derived.
 LW0901
 LW0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF828834(NAD 83)
 LW0901_MARKER: DR = REFERENCE MARK DISK
 LW0901_SETTING: 80 = SET IN A BOULDER
 LW0901_SP_SET: BOULDER
 LW0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0901+STABILITY: SURFACE MOTION
 LW0901
 LW0901  HISTORY     - Date     Condition        Report By
 LW0901  HISTORY     - 1913     MONUMENTED       CGS
 LW0901  HISTORY     - 1943     GOOD             NGS
 LW0901  HISTORY     - 1988     GOOD             USPSQD
 LW0901  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW0901
 LW0901                          STATION DESCRIPTION
 LW0901
 LW0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0901'4 MI SE FROM CHARLESTOWN.
 LW0901'38.96 FEET NORTH OF TRIANGULATION STATION GREEN HILL DESCRIBED
 LW0901'ABOVE, 12.1 FEET WEST OF THE NORTHEAST LEG OF THE CENTER ONE OF
 LW0901'THREE FIRE-CONTROL TOWERS, 9.8 FEET EAST OF THE NORTHWEST LEG,
 LW0901'2.3 FEET NORTH OF THE IRON BRACE FOR THE NORTHWEST AND NORTHEAST
 LW0901'LEGS, AND IN THE TOP OF A BOULDER FLUSH WITH THE GROUND.  A
 LW0901'STANDARD REFERENCE-MARK DISK, UNSTAMPED.
 LW0901
 LW0901                          STATION RECOVERY (1988)
 LW0901
 LW0901'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0901'RECOVERED IN GOOD CONDITION.
 LW0901
 LW0901                          STATION RECOVERY (1990)
 LW0901
 LW0901'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0900 ***********************************************************************
 LW0900  DESIGNATION -  GREEN HILL RM 2
 LW0900  PID         -  LW0900
 LW0900  STATE/COUNTY-  RI/WASHINGTON
 LW0900  USGS QUAD   -  KINGSTON (1975)
 LW0900
 LW0900                         *CURRENT SURVEY CONTROL
 LW0900  ___________________________________________________________________
 LW0900* NAD 83(1986)-  41 22 24.     (N)    071 35 49.     (W)     SCALED    
 LW0900* NAVD 88     -        21.141  (meters)      69.36   (feet)  ADJUSTED  
 LW0900  ___________________________________________________________________
 LW0900  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LW0900  DYNAMIC HT  -          21.133 (meters)      69.33  (feet)  COMP
 LW0900  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LW0900
 LW0900  VERT ORDER  -  SECOND    CLASS 0
 LW0900
 LW0900.The horizontal coordinates were scaled from a topographic map and have
 LW0900.an estimated accuracy of +/- 6 seconds.
 LW0900
 LW0900.The orthometric height was determined by differential leveling
 LW0900.and adjusted by the National Geodetic Survey in June 1991..
 LW0900
 LW0900.The geoid height was determined by GEOID03.
 LW0900
 LW0900.The dynamic height is computed by dividing the NAVD 88
 LW0900.geopotential number by the normal gravity value computed on the
 LW0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0900.degrees latitude (g = 980.6199 gals.).
 LW0900
 LW0900.The modeled gravity was interpolated from observed gravity values.
 LW0900
 LW0900;                    North         East    Units  Estimated Accuracy
 LW0900;SPC RI       -    32,210.       91,890.      MT  (+/- 180 meters Scaled)
 LW0900
 LW0900                          SUPERSEDED SURVEY CONTROL
 LW0900
 LW0900  NGVD 29 (??/??/92)   21.421  (m)           70.28   (f) ADJ UNCH    2 0
 LW0900
 LW0900.Superseded values are not recommended for survey control.
 LW0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0900.See file dsdata.txt to determine how the superseded data were derived.
 LW0900
 LW0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF828834(NAD 83)
 LW0900_MARKER: DR = REFERENCE MARK DISK
 LW0900_SETTING: 80 = SET IN A BOULDER
 LW0900_SP_SET: BOULDER
 LW0900_STAMPING: GREEN HILL NO 2 1940
 LW0900_MARK LOGO: CGS   
 LW0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0900+STABILITY: SURFACE MOTION
 LW0900
 LW0900  HISTORY     - Date     Condition        Report By
 LW0900  HISTORY     - 1940     MONUMENTED       CGS
 LW0900  HISTORY     - 1943     GOOD             NGS
 LW0900  HISTORY     - 19860606 GOOD             RIGS
 LW0900  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW0900
 LW0900                          STATION DESCRIPTION
 LW0900
 LW0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0900'4 MI SE FROM CHARLESTOWN.
 LW0900'38.759 FEET WEST OF TRIANGULATION STATION GREEN HILL DESCRIBED
 LW0900'ABOVE, 45.3 FEET WEST-SOUTHWEST OF THE SOUTHWEST LEG OF THE
 LW0900'CENTER ONE OF THREE FIRE-CONTROL TOWERS, 25.3 FEET SOUTH OF
 LW0900'THE SOUTHEAST CORNER OF THE NORTHERNMOST BUILDING, 10.4 FEET
 LW0900'NORTH OF THE WEST EDGE OF THE WEST DOOR OF THE SOUTHERNMOST
 LW0900'BUILDING, AND IN THE TOP OF A BOULDER PROJECTING 1 INCH ABOVE THE
 LW0900'GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED GREEN HILL
 LW0900'NO 2 1940.
 LW0900
 LW0900                          STATION RECOVERY (1986)
 LW0900
 LW0900'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0900'38.759 FEET WEST OF TRIANGULATION STATION GREEN HILL DESCRIBED ABOVE,
 LW0900'45.3 FEET WEST-SOUTHWEST OF THE SOUTHWEST LEG OF THE CENTER ONE OF
 LW0900'THREE FIRE-CONTROL TOWERS, 25.3 FEET SOUTH OF THE SOUTHEAST CORNER OF
 LW0900'THE NORTHERNMOST BUILDING, 10.4 FEET NORTH OF THE WEST EDGE OF THE
 LW0900'WEST DOOR OF THE SOUTHERNMOST BUILDING, AND IN THE TOP OF A BOULDER
 LW0900'PROJECTING 1 INCH ABOVE THE GROUND.  A STANDARD REFERENCE-MARK DISK,
 LW0900'STAMPED GREEN HILL NO 2 1940.
 LW0900
 LW0900                          STATION RECOVERY (1988)
 LW0900
 LW0900'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0464 ***********************************************************************
 LW0464  DESIGNATION -  GREEN RM 1
 LW0464  PID         -  LW0464
 LW0464  STATE/COUNTY-  RI/KENT
 LW0464  USGS QUAD   -  EAST GREENWICH (1975)
 LW0464
 LW0464                         *CURRENT SURVEY CONTROL
 LW0464  ___________________________________________________________________
 LW0464* NAD 83(1986)-  41 43 57.     (N)    071 25 32.     (W)     SCALED    
 LW0464* NAVD 88     -        15.099  (meters)      49.54   (feet)  ADJUSTED  
 LW0464  ___________________________________________________________________
 LW0464  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW0464  DYNAMIC HT  -          15.094 (meters)      49.52  (feet)  COMP
 LW0464  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 LW0464
 LW0464  VERT ORDER  -  SECOND    CLASS 0
 LW0464
 LW0464.This mark is at Theodore Francis Green State Airport (PVD)
 LW0464
 LW0464.The horizontal coordinates were scaled from a topographic map and have
 LW0464.an estimated accuracy of +/- 6 seconds.
 LW0464
 LW0464.The orthometric height was determined by differential leveling
 LW0464.and adjusted by the National Geodetic Survey in June 1991..
 LW0464
 LW0464.The geoid height was determined by GEOID03.
 LW0464
 LW0464.The dynamic height is computed by dividing the NAVD 88
 LW0464.geopotential number by the normal gravity value computed on the
 LW0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0464.degrees latitude (g = 980.6199 gals.).
 LW0464
 LW0464.The modeled gravity was interpolated from observed gravity values.
 LW0464
 LW0464;                    North         East    Units  Estimated Accuracy
 LW0464;SPC RI       -    72,100.      106,190.      MT  (+/- 180 meters Scaled)
 LW0464
 LW0464                          SUPERSEDED SURVEY CONTROL
 LW0464
 LW0464  NGVD 29 (??/??/92)   15.353  (m)           50.37   (f) ADJ UNCH    2 0
 LW0464
 LW0464.Superseded values are not recommended for survey control.
 LW0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0464.See file dsdata.txt to determine how the superseded data were derived.
 LW0464
 LW0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG982229(NAD 83)
 LW0464_MARKER: DR = REFERENCE MARK DISK
 LW0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0464_STAMPING: GREEN NO 1 1968
 LW0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0464+STABILITY: SURFACE MOTION
 LW0464
 LW0464  HISTORY     - Date     Condition        Report By
 LW0464  HISTORY     - 1968     MONUMENTED       CGS
 LW0464  HISTORY     - 1969     GOOD             NGS
 LW0464
 LW0464                          STATION DESCRIPTION
 LW0464
 LW0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0464'0.6 MI E FROM WARWICK.
 LW0464'ABOUT 0.55 MILE EAST ALONG OCCUPASSTUXET ROAD FROM THE JUNCTION
 LW0464'OF U.S. HIGHWAY 1 AT WARWICK, ALONG THE NORTH EDGE OF THE
 LW0464'THEODORE FRANCIS GREEN AIRPORT, 40.6 FEET NORTHEAST OF THE
 LW0464'STATION MARK DESCRIBED, 35 FEET SOUTH OF THE CENTER LINE OF THE
 LW0464'ROAD, 132 FEET WEST OF THE WEST GATE POST IN A STEEL FENCE, 69
 LW0464'FEET EAST OF RM 2 DESCRIBED, 1.7 FEET SOUTH OF A STEEL FENCE,
 LW0464'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 LW0464'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0466 ***********************************************************************
 LW0466  DESIGNATION -  GREEN RM 2
 LW0466  PID         -  LW0466
 LW0466  STATE/COUNTY-  RI/KENT
 LW0466  USGS QUAD   -  EAST GREENWICH (1975)
 LW0466
 LW0466                         *CURRENT SURVEY CONTROL
 LW0466  ___________________________________________________________________
 LW0466* NAD 83(1986)-  41 43 57.     (N)    071 25 33.     (W)     SCALED    
 LW0466* NAVD 88     -        15.083  (meters)      49.48   (feet)  ADJUSTED  
 LW0466  ___________________________________________________________________
 LW0466  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW0466  DYNAMIC HT  -          15.078 (meters)      49.47  (feet)  COMP
 LW0466  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 LW0466
 LW0466  VERT ORDER  -  SECOND    CLASS 0
 LW0466
 LW0466.This mark is at Theodore Francis Green State Airport (PVD)
 LW0466
 LW0466.The horizontal coordinates were scaled from a topographic map and have
 LW0466.an estimated accuracy of +/- 6 seconds.
 LW0466
 LW0466.The orthometric height was determined by differential leveling
 LW0466.and adjusted by the National Geodetic Survey in June 1991..
 LW0466
 LW0466.The geoid height was determined by GEOID03.
 LW0466
 LW0466.The dynamic height is computed by dividing the NAVD 88
 LW0466.geopotential number by the normal gravity value computed on the
 LW0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0466.degrees latitude (g = 980.6199 gals.).
 LW0466
 LW0466.The modeled gravity was interpolated from observed gravity values.
 LW0466
 LW0466;                    North         East    Units  Estimated Accuracy
 LW0466;SPC RI       -    72,100.      106,170.      MT  (+/- 180 meters Scaled)
 LW0466
 LW0466                          SUPERSEDED SURVEY CONTROL
 LW0466
 LW0466  NGVD 29 (??/??/92)   15.338  (m)           50.32   (f) ADJ UNCH    2 0
 LW0466
 LW0466.Superseded values are not recommended for survey control.
 LW0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0466.See file dsdata.txt to determine how the superseded data were derived.
 LW0466
 LW0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG982229(NAD 83)
 LW0466_MARKER: DR = REFERENCE MARK DISK
 LW0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0466_STAMPING: GREEN NO 2 1968
 LW0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0466+STABILITY: SURFACE MOTION
 LW0466
 LW0466  HISTORY     - Date     Condition        Report By
 LW0466  HISTORY     - 1968     MONUMENTED       CGS
 LW0466  HISTORY     - 1969     GOOD             NGS
 LW0466
 LW0466                          STATION DESCRIPTION
 LW0466
 LW0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0466'0.6 MI E FROM WARWICK.
 LW0466'ABOUT 0.55 MILE EAST ALONG OCCUPASSTUXET ROAD FROM THE JUNCTION
 LW0466'OF U.S. HIGHWAY 1 AT WARWICK, AT THE NORTH EDGE OF THE THEODORE
 LW0466'FRANCIS GREEN AIRPORT, 55.0 FEET NORTHWEST OF THE STATION MARK
 LW0466'DESCRIBED, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.2
 LW0466'FEET SOUTH OF A STEEL FENCE, 69 FEET WEST OF RM 1 DESCRIBED, 1
 LW0466'FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 LW0466'CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2509 ***********************************************************************
 LW2509  DESIGNATION -  GREEN USE 1909
 LW2509  PID         -  LW2509
 LW2509  STATE/COUNTY-  RI/WASHINGTON
 LW2509  USGS QUAD   -  WICKFORD (1995)
 LW2509
 LW2509                         *CURRENT SURVEY CONTROL
 LW2509  ___________________________________________________________________
 LW2509* NAD 83(1996)-  41 32 26.08395(N)    071 26 22.88774(W)     ADJUSTED  
 LW2509* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LW2509  ___________________________________________________________________
 LW2509  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LW2509  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LW2509
 LW2509  HORZ ORDER  -  THIRD
 LW2509
 LW2509.The horizontal coordinates were established by classical geodetic methods
 LW2509.and adjusted by the National Geodetic Survey in August 1998..
 LW2509
 LW2509.The orthometric height was scaled from a topographic map.
 LW2509
 LW2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2509
 LW2509.The geoid height was determined by GEOID03.
 LW2509
 LW2509;                    North         East     Units Scale Factor Converg.
 LW2509;SPC RI       -    50,783.103   105,032.391   MT  0.99999406   +0 02 24.0
 LW2509;SPC RI       -   166,610.90    344,593.77   sFT  0.99999406   +0 02 24.0
 LW2509;UTM  19      - 4,601,643.403   296,496.265   MT  1.00010967   -1 37 06.4
 LW2509
 LW2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2509!SPC RI       -   1.00000241  x   0.99999406  =   0.99999647
 LW2509!UTM  19      -   1.00000241  x   1.00010967  =   1.00011208
 LW2509
 LW2509:                Primary Azimuth Mark                     Grid Az
 LW2509:SPC RI       -  FOX ISLAND USE                           050 05 00.9
 LW2509:UTM  19      -  FOX ISLAND USE                           051 44 31.3
 LW2509
 LW2509|---------------------------------------------------------------------|
 LW2509| PID    Reference Object                     Distance      Geod. Az  |
 LW2509|                                                           dddmmss.s |
 LW2509| LW2506 FOX ISLAND USE                      APPROX. 2.3 KM 0500724.9 |
 LW2509|---------------------------------------------------------------------|
 LW2509
 LW2509                          SUPERSEDED SURVEY CONTROL
 LW2509
 LW2509  NAD 83(1996)-  41 32 26.08326(N)    071 26 22.88714(W) AD(       ) 3
 LW2509  NAD 83(1992)-  41 32 26.08243(N)    071 26 22.88700(W) AD(       ) 3
 LW2509  NAD 83(1992)-  41 32 26.08183(N)    071 26 22.88692(W) AD(       ) 3
 LW2509  NAD 83(1986)-  41 32 26.08184(N)    071 26 22.88492(W) AD(       ) 3
 LW2509  NAD 27      -  41 32 25.70700(N)    071 26 24.69200(W) AD(       ) 3
 LW2509
 LW2509.Superseded values are not recommended for survey control.
 LW2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2509.See file dsdata.txt to determine how the superseded data were derived.
 LW2509
 LW2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9649601643(NAD 83)
 LW2509
 LW2509  HISTORY     - Date     Condition        Report By
 LW2509  HISTORY     - 1909     MONUMENTED       CGS
 LW2509  HISTORY     - 1913     SEE DESCRIPTION  CGS
 LW2509  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LW2509  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2509  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2509
 LW2509                          STATION DESCRIPTION
 LW2509
 LW2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (IW)
 LW2509'ON THE W SIDE OF THE WESTERN PASSAGE OF NARRAGANSETT BAY, 3/4
 LW2509'MILE S OF THE VILLAGE OF HAMILTON, 1-1/2 MILES NW OF PLUM
 LW2509'BEACH AND 1 MILE SW FROM ROMES POINT.  THE STATION IS 1 METER
 LW2509'S OF A WIRE FENCE, 18 METERS E OF THE STONE WALL ALONG THE
 LW2509'PROVIDENCE-NARRAGANSETT PIER ROAD, AND IS MARKED BY A STANDARD
 LW2509'BRONZE DISK SET IN CONCRETE IN THE TOP OF A TILE, AS DESCRIBED
 LW2509'IN NOTE 6B, EXCEPT THAT THE DISK BEARS THE ADDED LEGEND
 LW2509'ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A.  A REFERENCE
 LW2509'MARK, A STANDARD BRONZE DISK SET IN CONCRETE IN THE TOP OF A
 LW2509'TILE, AS DESCRIBED IN NOTE 13B, IS 19.17 METERS (62.89 FEET)
 LW2509'SW FROM THE STATION AND 2 METERS FROM THE STONE WALL ABOVE
 LW2509'MENTIONED.
 LW2509
 LW2509                          STATION RECOVERY (1932)
 LW2509
 LW2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2509'STATION WAS RECOVERED AS DESCRIBED.  THE ROAD THAT PASSES NEAR
 LW2509'THE STATION IS BEING REBUILT AND WHEN COMPLETED THE EDGE OF
 LW2509'THE CUT WILL BE ABOUT 10 FEET FROM THE STATION.  THE
 LW2509'REFERENCE MARK WAS REMOVED AND PLACED 22.34 METERS S OF THE
 LW2509'STATION.
 LW2509
 LW2509                          STATION RECOVERY (1935)
 LW2509
 LW2509'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2509'THE STATION WAS FOUND IN EXCELLENT CONDITION AND AS DESCRIBED
 LW2509'EXCEPT WHEN THE NEW ROAD WAS CONSTRUCTED, THE STONE FENCE ALONG
 LW2509'THE E SIDE OF THE ROAD WAS REMOVED.  A NEW STONE WALL IS BEING
 LW2509'BUILT ABOUT 12 FEET W OF THE STATION.
 LW2509'
 LW2509'THE STATION IS ABOUT 0.6 MILE S OF THE POST OFFICE AT HAMILTON
 LW2509'VIA THE HIGHWAY. (U.S. ROUTE 1).
 LW2509'
 LW2509'THE REFERENCE MARK SHOWS SIGNS OF HAVING BEEN RESET DURING THE
 LW2509'PAST YEAR.  IT IS NOW 73 FEET SE OF THE STATION.
 LW2509
 LW2509                          STATION RECOVERY (1956)
 LW2509
 LW2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2509'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK
 LW2509'WAS NOT FOUND AFTER A THOROUGH SEARCH.  A BROKEN TOP OF A TILE
 LW2509'FILLED WITH AND EMBEDDED IN CONCRETE WAS FOUND IN THE VICINITY,
 LW2509'BUT NO DISK.  EVIDENCE THAT A SAND TRAIL HAS BEEN CUT THROUGH THE
 LW2509'LOCATION OF THE MARK INDICATED THAT IT HAS BEEN DESTROYED.  THE
 LW2509'STATION IS LOCATED ON TOP OF A SPOIL BANK ON THE E SIDE OF
 LW2509'U.S. HIGHWAY 1, 0.6 MI. S OF THE POST OFFICE AT HAMILTON, AND
 LW2509'12.0 FT. E OF THE END OF THE STONEWALL MENTIONED.  THE DISK IS
 LW2509'IN THE TOP OF A 6-IN. TILE SET FLUSH WITH THE GROUND.  THE
 LW2509'DISK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2578 ***********************************************************************
 LW2578  DESIGNATION -  GREEN USE 1913
 LW2578  PID         -  LW2578
 LW2578  STATE/COUNTY-  RI/KENT
 LW2578  USGS QUAD   -  EAST GREENWICH (1975)
 LW2578
 LW2578                         *CURRENT SURVEY CONTROL
 LW2578  ___________________________________________________________________
 LW2578* NAD 83(1996)-  41 43 57.07566(N)    071 22 42.21330(W)     ADJUSTED  
 LW2578* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2578  ___________________________________________________________________
 LW2578  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 LW2578  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW2578
 LW2578  HORZ ORDER  -  THIRD
 LW2578
 LW2578.The horizontal coordinates were established by classical geodetic methods
 LW2578.and adjusted by the National Geodetic Survey in August 1998..
 LW2578
 LW2578.The orthometric height was scaled from a topographic map.
 LW2578
 LW2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2578
 LW2578.The geoid height was determined by GEOID03.
 LW2578
 LW2578;                    North         East     Units Scale Factor Converg.
 LW2578;SPC RI       -    72,106.651   110,117.288   MT  0.99999501   +0 04 51.4
 LW2578;SPC RI       -   236,569.90    361,276.47   sFT  0.99999501   +0 04 51.4
 LW2578;UTM  19      - 4,622,812.685   302,197.882   MT  1.00008149   -1 35 01.3
 LW2578
 LW2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2578!SPC RI       -   1.00000455  x   0.99999501  =   0.99999956
 LW2578!UTM  19      -   1.00000455  x   1.00008149  =   1.00008604
 LW2578
 LW2578:                Primary Azimuth Mark                     Grid Az
 LW2578:SPC RI       -  PILE                                     069 48 14.2
 LW2578:UTM  19      -  PILE                                     071 28 06.9
 LW2578
 LW2578|---------------------------------------------------------------------|
 LW2578| PID    Reference Object                     Distance      Geod. Az  |
 LW2578|                                                           dddmmss.s |
 LW2578| LW2325 PILE                                APPROX. 2.7 KM 0695305.6 |
 LW2578| LW2365 BALLOU FLAGSTAFF                    APPROX. 2.7 KM 0751224.4 |
 LW2578| LW2310 WHITE TOP SHED                      APPROX. 3.2 KM 0853453.0 |
 LW2578| LW2317 WATER TANK                          APPROX. 1.7 KM 1595000.8 |
 LW2578| LW2577 GALLERY TOP WATER TANK              APPROX. 1.4 KM 1691425.1 |
 LW2578| LW2544 GASPE USE 1913                      APPROX. 1.1 KM 3561746.5 |
 LW2578|---------------------------------------------------------------------|
 LW2578
 LW2578                          SUPERSEDED SURVEY CONTROL
 LW2578
 LW2578  NAD 83(1996)-  41 43 57.07540(N)    071 22 42.21318(W) AD(       ) 3
 LW2578  NAD 83(1992)-  41 43 57.07402(N)    071 22 42.21239(W) AD(       ) 3
 LW2578  NAD 83(1992)-  41 43 57.07373(N)    071 22 42.21244(W) AD(       ) 3
 LW2578  NAD 83(1986)-  41 43 57.07411(N)    071 22 42.21175(W) AD(       ) 3
 LW2578  NAD 27      -  41 43 56.71800(N)    071 22 44.05600(W) AD(       ) 3
 LW2578
 LW2578.Superseded values are not recommended for survey control.
 LW2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2578.See file dsdata.txt to determine how the superseded data were derived.
 LW2578
 LW2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0219822813(NAD 83)
 LW2578
 LW2578  HISTORY     - Date     Condition        Report By
 LW2578  HISTORY     - 1913     MONUMENTED       CGS
 LW2578  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2578  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2578
 LW2578                          STATION DESCRIPTION
 LW2578
 LW2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2578'STATION IS ON THE SOUTHERN END OF GREENES ISLAND, WHICH LIES IN
 LW2578'THE W SIDE OF PROVIDENCE RIVER, ABOUT 1 MILE TO THE SOUTHWARD OF
 LW2578'GASPEE POINT.  THE STATION IS MARKED BY A BRASS BOLT SET IN
 LW2578'CONCRETE CONTAINED IN A 6-INCH TILE PROJECTING 3 INCHES ABOVE
 LW2578'THE GROUND.  TWO REFERENCE MARKS SET BY THE COMMISSIONER OF
 LW2578'FISHERIES OF RHODE ISLAND, EACH A BRASS PLATE IN THE TOP OF A
 LW2578'GRANITE POST, 6 INCHES SQUARE, ARE LOCATED, RESPECTIVELY,
 LW2578'9.02 METERS (29.58 FEET) W BY N AND 13.36 METERS (43.84 FEET)
 LW2578'N OF THE STATION.  THE BRASS PLATES ARE MARKED NO. 120, WITH
 LW2578'AN ARROW AND DISTANCE TO THE STATION.
 LW2578
 LW2578                          STATION RECOVERY (1944)
 LW2578
 LW2578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RMB)
 LW2578'STATION AND REFERENCE MARK WERE SEARCHED FOR BUT NOT FOUND.
 LW2578
 LW2578                          STATION RECOVERY (1956)
 LW2578
 LW2578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2578'THE STATION COULD NOT BE FOUND AFTER A THOROUGH SEARCH BY A
 LW2578'TWO-MAN PARTY.  A PART OF THE E SIDE OF THE ISLAND HAS BEEN
 LW2578'WASHED AWAY AND THE STATION MAY HAVE BEEN LOST DURING THIS PROCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0654 ***********************************************************************
 LW0654  DESIGNATION -  GREENE
 LW0654  PID         -  LW0654
 LW0654  STATE/COUNTY-  RI/WASHINGTON
 LW0654  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0654
 LW0654                         *CURRENT SURVEY CONTROL
 LW0654  ___________________________________________________________________
 LW0654* NAD 83(1996)-  41 23 01.18530(N)    071 28 40.06723(W)     ADJUSTED  
 LW0654* NAVD 88     -         8.72   (+/-2cm)      28.6    (feet)  VERTCON   
 LW0654  ___________________________________________________________________
 LW0654  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 LW0654  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW0654
 LW0654  HORZ ORDER  -  SECOND
 LW0654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LW0654
 LW0654.The horizontal coordinates were established by classical geodetic methods
 LW0654.and adjusted by the National Geodetic Survey in August 1998..
 LW0654
 LW0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0654.The vertical order pertains to the NGVD 29 superseded value.
 LW0654
 LW0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0654
 LW0654.The geoid height was determined by GEOID03.
 LW0654
 LW0654;                    North         East     Units Scale Factor Converg.
 LW0654;SPC RI       -    33,354.123   101,857.214   MT  0.99999379   +0 00 52.8
 LW0654;SPC RI       -   109,429.32    334,176.54   sFT  0.99999379   +0 00 52.8
 LW0654;UTM  19      - 4,584,311.285   292,818.316   MT  1.00012828   -1 38 19.1
 LW0654
 LW0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0654!SPC RI       -   1.00000339  x   0.99999379  =   0.99999718
 LW0654!UTM  19      -   1.00000339  x   1.00012828  =   1.00013167
 LW0654
 LW0654:                Primary Azimuth Mark                     Grid Az
 LW0654:SPC RI       -  BEAVERTAIL LIGHTHOUSE                    041 53 02.3
 LW0654:UTM  19      -  BEAVERTAIL LIGHTHOUSE                    043 32 14.2
 LW0654
 LW0654|---------------------------------------------------------------------|
 LW0654| PID    Reference Object                     Distance      Geod. Az  |
 LW0654|                                                           dddmmss.s |
 LW0654| LW2982 BEAVERTAIL LIGHTHOUSE               APPROX. 9.8 KM 0415355.1 |
 LW0654| LW2915 POINT JUDITH LIGHTHOUSE             APPROX. 2.5 KM 1865013.1 |
 LW0654| CB7756 GREENE RM 1                         216.352 METERS 21548     |
 LW0654| LW2925 POINT JUDITH TANK                   APPROX. 0.8 KM 3265854.3 |
 LW0654|---------------------------------------------------------------------|
 LW0654
 LW0654                          SUPERSEDED SURVEY CONTROL
 LW0654
 LW0654  NAD 83(1996)-  41 23 01.18439(N)    071 28 40.06608(W) AD(       ) 2
 LW0654  NAD 83(1992)-  41 23 01.18391(N)    071 28 40.06654(W) AD(       ) 2
 LW0654  NAD 83(1992)-  41 23 01.18275(N)    071 28 40.06625(W) AD(       ) 2
 LW0654  NAD 83(1986)-  41 23 01.18227(N)    071 28 40.06569(W) AD(       ) 2
 LW0654  NAD 27      -  41 23 00.81498(N)    071 28 41.85922(W) AD(       ) 2
 LW0654  NGVD 29 (??/??/92)    8.999  (m)           29.52   (f) ADJ UNCH    2 0
 LW0654
 LW0654.Superseded values are not recommended for survey control.
 LW0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0654.See file dsdata.txt to determine how the superseded data were derived.
 LW0654
 LW0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9281884311(NAD 83)
 LW0654_MARKER: DS = TRIANGULATION STATION DISK
 LW0654_SETTING: 66 = SET IN ROCK OUTCROP
 LW0654_SP_SET: ROCK OUTCROP
 LW0654_STAMPING: GREENE 1940
 LW0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0654+STABILITY: POSITION/ELEVATION WELL
 LW0654
 LW0654  HISTORY     - Date     Condition        Report By
 LW0654  HISTORY     - 1940     MONUMENTED       CGS
 LW0654  HISTORY     - 1943     GOOD             CGS
 LW0654  HISTORY     - 1943     GOOD             NGS
 LW0654  HISTORY     - 1962     GOOD             CGS
 LW0654  HISTORY     - 19941001 GOOD             USPSQD
 LW0654  HISTORY     - 20010102 GOOD             USPSQD
 LW0654
 LW0654                          STATION DESCRIPTION
 LW0654
 LW0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0654'STATION IS LOCATED ON THE W SHORE OF NARRAGANSETT BAY, ABOUT 1 MI.
 LW0654'N OF THE POINT JUDITH LIGHTHOUSE, ON THE GOVERNMENT RESERVATION OF
 LW0654'FORT GREENE NOW BEING CONSTRUCTED, ON THE TOP OF A LARGE ROCK
 LW0654'OUTCROP, WHICH IS ABOUT 20 FT. IN DIAMETER AND 8 FT. HIGH, THAT
 LW0654'IS IN THE OPEN FIELD MIDWAY BETWEEN THE POINT JUDITH SHORE ROAD
 LW0654'AND THE BEACH.  IT IS A STANDARD STATION DISK, STAMPED GREENE 1940.
 LW0654'
 LW0654'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, SET ON THE
 LW0654'LINE TO PT. JUDITH (U.S.E.) ABOUT 700 FT. S-SW OF THE STATION.
 LW0654'THE DISTANCE BETWEEN THE STATION AND THE REFERENCE MARK WAS
 LW0654'MEASURED BY TRAVERSE SO AS TO FURNISH A MEASURED BASE AND AZIMUTH
 LW0654'FOR THE CONSTRUCTION WORK.
 LW0654'
 LW0654'OBSERVATIONS MADE FROM A 20-FT. WOODEN STAND.
 LW0654
 LW0654                          STATION RECOVERY (1943)
 LW0654
 LW0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0654'STATION WAS RECOVERED AS DESCRIBED, AND THE STATION MARK WAS
 LW0654'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED.  THE
 LW0654'ARMY HAS BUILT A 110-FT. STEEL TOWER AND A FIRE CONTROL BUILDING
 LW0654'AT THE STATION SITE.  A NEW DESCRIPTION FOLLOWS--
 LW0654'
 LW0654'STATION IS LOCATED ON THE W SHORE OF NARRAGANSETT BAY, ABOUT 1 MI.
 LW0654'N OF THE POINT JUDITH LIGHTHOUSE, ON THE MILITARY RESERVATION OF
 LW0654'FORT GREENE.  IT IS ABOUT 180 FT. S OF THE 110-FT. STEEL TOWER,
 LW0654'ABOUT 100 FT. E OF THE NE CORNER OF THE FIRE CONTROL BUILDING,
 LW0654'AND ON THE TOP OF A LARGE ROCK OUTCROP WHICH IS ABOUT 20 FT. IN
 LW0654'DIAMETER AND 8 FT. HIGH.  IT IS A STANDARD STATION DISK, STAMPED
 LW0654'GREENE 1940 AND SET IN OUTCROPPING BEDROCK.  THERE ARE NO
 LW0654'REFERENCE MARKS.
 LW0654
 LW0654                          STATION RECOVERY (1943)
 LW0654
 LW0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0654'4 MI S FROM NARRAGANSETT.
 LW0654'4.0 MILES SOUTH ALONG THE POINT JUDITH LIGHTHOUSE ROAD FROM THE
 LW0654'POST OFFICE AT NARRAGANSETT, AT FORT GREENE 225 FEET SOUTHEAST
 LW0654'OF THE ROAD, 125 FEET SOUTH OF A WATER TANK, 97.6 FEET EAST OF
 LW0654'THE EAST CORNER OF A FIRE-CONTROL BUILDING, AND IN THE TOP OF A
 LW0654'20-FOOT IN DIAMETER ROCK OUTCROP PROJECTING ABOUT 8 FEET ABOVE
 LW0654'THE GROUND.
 LW0654
 LW0654                          STATION RECOVERY (1962)
 LW0654
 LW0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 LW0654'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS NOW ABOUT 100
 LW0654'FEET NORTH OF AN ABANDONED OBSERVATION BUILDING.  THE ORIGINAL
 LW0654'DESCRIPTION IS ADEQUATE.
 LW0654
 LW0654                          STATION RECOVERY (1994)
 LW0654
 LW0654'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0654'RECOVERED IN GOOD CONDITION.
 LW0654
 LW0654                          STATION RECOVERY (2001)
 LW0654
 LW0654'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3488 ***********************************************************************
 LW3488  DESIGNATION -  GREENVILLE FINISHING CO TANK
 LW3488  PID         -  LW3488
 LW3488  STATE/COUNTY-  RI/PROVIDENCE
 LW3488  USGS QUAD   -  GEORGIAVILLE (1975)
 LW3488
 LW3488                         *CURRENT SURVEY CONTROL
 LW3488  ___________________________________________________________________
 LW3488* NAD 83(1996)-  41 52 39.99298(N)    071 34 08.01688(W)     ADJUSTED  
 LW3488* NAVD 88     -                                                        
 LW3488  ___________________________________________________________________
 LW3488  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 LW3488  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW3488
 LW3488  HORZ ORDER  -  THIRD
 LW3488
 LW3488.The horizontal coordinates were established by classical geodetic methods
 LW3488.and adjusted by the National Geodetic Survey in August 1998..
 LW3488
 LW3488
 LW3488.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3488
 LW3488.The geoid height was determined by GEOID03.
 LW3488
 LW3488;                    North         East     Units Scale Factor Converg.
 LW3488;SPC RI       -    88,235.077    94,281.240   MT  0.99999415   -0 02 45.6
 LW3488;SPC RI       -   289,484.58    309,321.03   sFT  0.99999415   -0 02 45.6
 LW3488;UTM  19      - 4,639,397.072   286,835.811   MT  1.00015917   -1 42 55.8
 LW3488
 LW3488                          SUPERSEDED SURVEY CONTROL
 LW3488
 LW3488  NAD 83(1996)-  41 52 39.99277(N)    071 34 08.01690(W) AD(       ) 4
 LW3488  NAD 83(1992)-  41 52 39.99167(N)    071 34 08.01594(W) AD(       ) 4
 LW3488  NAD 83(1992)-  41 52 39.99155(N)    071 34 08.01609(W) AD(       ) 4
 LW3488  NAD 83(1986)-  41 52 39.99111(N)    071 34 08.01477(W) AD(       ) 4
 LW3488  NAD 27      -  41 52 39.63399(N)    071 34 09.78581(W) AD(       ) 3
 LW3488
 LW3488.Superseded values are not recommended for survey control.
 LW3488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3488.See file dsdata.txt to determine how the superseded data were derived.
 LW3488
 LW3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8683639397(NAD 83)
 LW3488
 LW3488  HISTORY     - Date     Condition        Report By
 LW3488  HISTORY     - 1937     MONUMENTED       CTGS
 LW3488  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3488
 LW3488                          STATION DESCRIPTION
 LW3488
 LW3488'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3488'A GREEN WOODEN WATER TANK ABOUT 90 FEET HIGH, OWNED BY THE
 LW3488'GREENVILLE FINISHING CO. INC. (THIS BEING PAINTED ON THE TANK) IS
 LW3488'SITUATED TO THE WEST OF THE SAID COMPANYS 3-STORY, RED BRICK
 LW3488'FACTORY.  WHICH IS LOCATED ON THE NORTH SIDE OF ROUTE 44 AND
 LW3488'ABOUT 0.8 MILE WEST OF THE INTERSECTION OF ROUTES 44 AND 116 IN
 LW3488'THE CENTER OF GREENVILLE.  THE POINT OBSERVED ON WAS THE SMALL
 LW3488'BALL ON THE TOP.  IT WAS OBSERVED FROM STATIONS CHOPMIST AND
 LW3488'WOLF.
 LW3488
 LW3488                          STATION RECOVERY (1968)
 LW3488
 LW3488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3488'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3497 ***********************************************************************
 LW3497  DESIGNATION -  GREENVILLE MUNICIPAL TANK
 LW3497  PID         -  LW3497
 LW3497  STATE/COUNTY-  RI/PROVIDENCE
 LW3497  USGS QUAD   -  NORTH SCITUATE (1975)
 LW3497
 LW3497                         *CURRENT SURVEY CONTROL
 LW3497  ___________________________________________________________________
 LW3497* NAD 83(1996)-  41 51 49.40403(N)    071 33 00.98216(W)     ADJUSTED  
 LW3497* NAVD 88     -                                                        
 LW3497  ___________________________________________________________________
 LW3497  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 LW3497  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW3497
 LW3497  HORZ ORDER  -  THIRD
 LW3497
 LW3497.The horizontal coordinates were established by classical geodetic methods
 LW3497.and adjusted by the National Geodetic Survey in August 1998..
 LW3497
 LW3497
 LW3497.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3497
 LW3497.The geoid height was determined by GEOID03.
 LW3497
 LW3497;                    North         East     Units Scale Factor Converg.
 LW3497;SPC RI       -    86,673.194    95,826.009   MT  0.99999396   -0 02 00.8
 LW3497;SPC RI       -   284,360.30    314,389.16   sFT  0.99999396   -0 02 00.8
 LW3497;UTM  19      - 4,637,790.592   288,334.668   MT  1.00015134   -1 42 09.3
 LW3497
 LW3497                          SUPERSEDED SURVEY CONTROL
 LW3497
 LW3497  NAD 83(1996)-  41 51 49.40381(N)    071 33 00.98210(W) AD(       ) 4
 LW3497  NAD 83(1992)-  41 51 49.40269(N)    071 33 00.98121(W) AD(       ) 4
 LW3497  NAD 83(1992)-  41 51 49.40256(N)    071 33 00.98133(W) AD(       ) 4
 LW3497  NAD 83(1986)-  41 51 49.40221(N)    071 33 00.98033(W) AD(       ) 4
 LW3497  NAD 27      -  41 51 49.04447(N)    071 33 02.75597(W) AD(       ) 3
 LW3497
 LW3497.Superseded values are not recommended for survey control.
 LW3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3497.See file dsdata.txt to determine how the superseded data were derived.
 LW3497
 LW3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8833537791(NAD 83)
 LW3497
 LW3497  HISTORY     - Date     Condition        Report By
 LW3497  HISTORY     - 1968     MONUMENTED       CGS
 LW3497
 LW3497                          STATION DESCRIPTION
 LW3497
 LW3497'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3497'THE STATION, GREENVILLE MUNICIPAL WATER TANK, IS THE TOP CENTER
 LW3497'OF THE CYLINDRICAL TANK WHICH IS SUPPORTED BY 4 STEEL LEGS AND
 LW3497'IS PAINTED GREEN.  THE TANK IS ABOUT 125 FEET IN HEIGHT.
 LW3497'
 LW3497'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LW3497'STATE HIGHWAY 116 IN GREENVILLE, GO SOUTH ON STATE HIGHWAY
 LW3497'116 (GREENVILLE ROAD) FOR 0.5 MILE.  THE TANK IS LOCATED EAST OF
 LW3497'THIS POINT ABOUT 1/4 MILE ON A HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3494 ***********************************************************************
 LW3494  DESIGNATION -  GREENVILLE SPARKING MILLS TK
 LW3494  PID         -  LW3494
 LW3494  STATE/COUNTY-  RI/PROVIDENCE
 LW3494  USGS QUAD   -  GEORGIAVILLE (1975)
 LW3494
 LW3494                         *CURRENT SURVEY CONTROL
 LW3494  ___________________________________________________________________
 LW3494* NAD 83(1996)-  41 52 34.25209(N)    071 33 25.08787(W)     ADJUSTED  
 LW3494* NAVD 88     -                                                        
 LW3494  ___________________________________________________________________
 LW3494  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 LW3494  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW3494
 LW3494  HORZ ORDER  -  THIRD
 LW3494
 LW3494.The horizontal coordinates were established by classical geodetic methods
 LW3494.and adjusted by the National Geodetic Survey in August 1998..
 LW3494
 LW3494
 LW3494.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3494
 LW3494.The geoid height was determined by GEOID03.
 LW3494
 LW3494;                    North         East     Units Scale Factor Converg.
 LW3494;SPC RI       -    88,057.229    95,270.978   MT  0.99999403   -0 02 16.9
 LW3494;SPC RI       -   288,901.09    312,568.20   sFT  0.99999403   -0 02 16.9
 LW3494;UTM  19      - 4,639,190.430   287,820.106   MT  1.00015402   -1 42 26.9
 LW3494
 LW3494                          SUPERSEDED SURVEY CONTROL
 LW3494
 LW3494  NAD 83(1996)-  41 52 34.25191(N)    071 33 25.08782(W) AD(       ) 4
 LW3494  NAD 83(1992)-  41 52 34.25077(N)    071 33 25.08689(W) AD(       ) 4
 LW3494  NAD 83(1992)-  41 52 34.25066(N)    071 33 25.08700(W) AD(       ) 4
 LW3494  NAD 83(1986)-  41 52 34.25015(N)    071 33 25.08593(W) AD(       ) 4
 LW3494  NAD 27      -  41 52 33.89259(N)    071 33 26.86073(W) AD(       ) 3
 LW3494
 LW3494.Superseded values are not recommended for survey control.
 LW3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3494.See file dsdata.txt to determine how the superseded data were derived.
 LW3494
 LW3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8782039190(NAD 83)
 LW3494
 LW3494  HISTORY     - Date     Condition        Report By
 LW3494  HISTORY     - 1937     MONUMENTED       CTGS
 LW3494  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3494
 LW3494                          STATION DESCRIPTION
 LW3494
 LW3494'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3494'FROM THE INTERSECTION OF ROUTE 44 AND AUSTIN AVE., IN
 LW3494'GREENVILLE.  GO 0.4 MILES NORTH TO TANK AND MILLS OF THE
 LW3494'GREENVILLE WORSTED CO.  IT IS A BLACK, STEEL TANK ABOUT 100 FEET
 LW3494'HIGH.  THE POINT OBSERVED ON WAS THE SMALL BALL ON THE TOP OF
 LW3494'THE CONICAL TOP OF THE TANK.  IT WAS OBSERVED FROM STATIONS
 LW3494'WOLF AND CHOPMIST.
 LW3494
 LW3494                          STATION RECOVERY (1968)
 LW3494
 LW3494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3494'THE STATION, GREENVILLE SPARKLING MILLS COMPANY WATER TANK, IS
 LW3494'THE TOP CENTER OF THE SILVER CYLINDRICAL TANK WHICH IS SUPPORTED
 LW3494'BY 4 STEEL LEGS AND IS ABOUT 100 FEET IN HEIGHT.  THE WORDS
 LW3494'SPARKLING MILLS ARE PAINTED ON THE TANK.
 LW3494'
 LW3494'THE TANK IS LOCATED IN THE NORTHWEST SECTION OF GREENVILLE ON
 LW3494'AUSTIN STREET, AT THE SPARKLING MILLS PLANT.
 LW3494'
 LW3494'NOTE--PREVIOUSLY LISTED AS--GREENVILLE WORSTED CO. TANK 1937
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3493 ***********************************************************************
 LW3493  DESIGNATION -  GREENVILLE ST ALYSIUS HOME CUP
 LW3493  PID         -  LW3493
 LW3493  STATE/COUNTY-  RI/PROVIDENCE
 LW3493  USGS QUAD   -  GEORGIAVILLE (1975)
 LW3493
 LW3493                         *CURRENT SURVEY CONTROL
 LW3493  ___________________________________________________________________
 LW3493* NAD 83(1996)-  41 52 43.75236(N)    071 33 32.53665(W)     ADJUSTED  
 LW3493* NAVD 88     -                                                        
 LW3493  ___________________________________________________________________
 LW3493  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 LW3493  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW3493
 LW3493  HORZ ORDER  -  THIRD
 LW3493
 LW3493.The horizontal coordinates were established by classical geodetic methods
 LW3493.and adjusted by the National Geodetic Survey in August 1998..
 LW3493
 LW3493
 LW3493.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3493
 LW3493.The geoid height was determined by GEOID03.
 LW3493
 LW3493;                    North         East     Units Scale Factor Converg.
 LW3493;SPC RI       -    88,350.455    95,099.421   MT  0.99999405   -0 02 21.9
 LW3493;SPC RI       -   289,863.12    312,005.35   sFT  0.99999405   -0 02 21.9
 LW3493;UTM  19      - 4,639,488.578   287,657.140   MT  1.00015487   -1 42 32.2
 LW3493
 LW3493                          SUPERSEDED SURVEY CONTROL
 LW3493
 LW3493  NAD 83(1996)-  41 52 43.75219(N)    071 33 32.53662(W) AD(       ) 4
 LW3493  NAD 83(1992)-  41 52 43.75104(N)    071 33 32.53567(W) AD(       ) 4
 LW3493  NAD 83(1992)-  41 52 43.75093(N)    071 33 32.53579(W) AD(       ) 4
 LW3493  NAD 83(1986)-  41 52 43.75047(N)    071 33 32.53465(W) AD(       ) 4
 LW3493  NAD 27      -  41 52 43.39334(N)    071 33 34.30873(W) AD(       ) 3
 LW3493
 LW3493.Superseded values are not recommended for survey control.
 LW3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3493.See file dsdata.txt to determine how the superseded data were derived.
 LW3493
 LW3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8765739489(NAD 83)
 LW3493
 LW3493  HISTORY     - Date     Condition        Report By
 LW3493  HISTORY     - 1968     MONUMENTED       CGS
 LW3493
 LW3493                          STATION DESCRIPTION
 LW3493
 LW3493'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3493'THE STATION, GREENVILLE SAINT ALYSIUS HOME CUPOLA, IS THE TOP
 LW3493'CENTER OF A CROSS ATOP THE CUPOLA ON THE MAIN BUILDING AT THE
 LW3493'ST. ALYSIUS HOME.
 LW3493'
 LW3493'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF GREENVILLE,
 LW3493'AT 40 AUSTIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3095 ***********************************************************************
 LW3095  DESIGNATION -  GT SALT POND BRKWTR OUT END LT
 LW3095  PID         -  LW3095
 LW3095  STATE/COUNTY-  RI/WASHINGTON
 LW3095  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3095
 LW3095                         *CURRENT SURVEY CONTROL
 LW3095  ___________________________________________________________________
 LW3095* NAD 83(1996)-  41 11 57.48198(N)    071 35 35.44166(W)     ADJUSTED  
 LW3095* NAVD 88     -                                                        
 LW3095  ___________________________________________________________________
 LW3095  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 LW3095  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW3095
 LW3095  HORZ ORDER  -  THIRD
 LW3095
 LW3095.The horizontal coordinates were established by classical geodetic methods
 LW3095.and adjusted by the National Geodetic Survey in August 1998..
 LW3095
 LW3095
 LW3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3095
 LW3095.The geoid height was determined by GEOID03.
 LW3095
 LW3095;                    North         East     Units Scale Factor Converg.
 LW3095;SPC RI       -    12,883.035    92,184.142   MT  0.99999450   -0 03 40.9
 LW3095;SPC RI       -    42,267.09    302,440.81   sFT  0.99999450   -0 03 40.9
 LW3095;UTM  19      - 4,564,124.026   282,558.038   MT  1.00018193   -1 42 31.5
 LW3095
 LW3095                          SUPERSEDED SURVEY CONTROL
 LW3095
 LW3095  NAD 83(1996)-  41 11 57.48016(N)    071 35 35.44044(W) AD(       ) 4
 LW3095  NAD 83(1992)-  41 11 57.48011(N)    071 35 35.44055(W) AD(       ) 4
 LW3095  NAD 83(1992)-  41 11 57.47929(N)    071 35 35.44145(W) AD(       ) 4
 LW3095  NAD 83(1986)-  41 11 57.48164(N)    071 35 35.44081(W) AD(       ) 4
 LW3095  NAD 27      -  41 11 57.11500(N)    071 35 37.23100(W) AD(       ) 3
 LW3095
 LW3095.Superseded values are not recommended for survey control.
 LW3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3095.See file dsdata.txt to determine how the superseded data were derived.
 LW3095
 LW3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8255864124(NAD 83)
 LW3095_MARKER: 14 = NAVIGATION LIGHT
 LW3095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3095+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 LW3095
 LW3095  HISTORY     - Date     Condition        Report By
 LW3095  HISTORY     - 1941     FIRST OBSERVED   CGS
 LW3095  HISTORY     - 1988     GOOD             USPSQD
 LW3095  HISTORY     - 20030628 GOOD             USPSQD
 LW3095
 LW3095                          STATION DESCRIPTION
 LW3095
 LW3095'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HCW)
 LW3095'STATION IS TOP OF LIGHT.
 LW3095
 LW3095                          STATION RECOVERY (1988)
 LW3095
 LW3095'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LW3095'RECOVERED IN GOOD CONDITION.
 LW3095
 LW3095                          STATION RECOVERY (2003)
 LW3095
 LW3095'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 LW3095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3097 ***********************************************************************
 LW3097  DESIGNATION -  GT SALT POND BRKWTR OUT END LT
 LW3097  PID         -  LW3097
 LW3097  STATE/COUNTY-  RI/WASHINGTON
 LW3097  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3097
 LW3097                         *CURRENT SURVEY CONTROL
 LW3097  ___________________________________________________________________
 LW3097* NAD 83(1996)-  41 11 54.70727(N)    071 35 32.59964(W)     ADJUSTED  
 LW3097* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW3097  ___________________________________________________________________
 LW3097  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 LW3097  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW3097
 LW3097  HORZ ORDER  -  THIRD
 LW3097
 LW3097.The horizontal coordinates were established by classical geodetic methods
 LW3097.and adjusted by the National Geodetic Survey in August 1998..
 LW3097
 LW3097.The orthometric height was scaled from a topographic map.
 LW3097
 LW3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3097
 LW3097.The geoid height was determined by GEOID03.
 LW3097
 LW3097;                    North         East     Units Scale Factor Converg.
 LW3097;SPC RI       -    12,797.367    92,250.271   MT  0.99999449   -0 03 39.1
 LW3097;SPC RI       -    41,986.03    302,657.76   sFT  0.99999449   -0 03 39.1
 LW3097;UTM  19      - 4,564,036.475   282,621.689   MT  1.00018159   -1 42 29.5
 LW3097
 LW3097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3097!SPC RI       -   1.00000439  x   0.99999449  =   0.99999888
 LW3097!UTM  19      -   1.00000439  x   1.00018159  =   1.00018598
 LW3097
 LW3097:                Primary Azimuth Mark                     Grid Az
 LW3097:SPC RI       -  SECOND FRONT RANGE                       043 36 08.4
 LW3097:UTM  19      -  SECOND FRONT RANGE                       045 14 58.8
 LW3097
 LW3097|---------------------------------------------------------------------|
 LW3097| PID    Reference Object                     Distance      Geod. Az  |
 LW3097|                                                           dddmmss.s |
 LW3097| LW3109 SECOND FRONT RANGE                  APPROX. 1.7 KM 0433229.3 |
 LW3097| LW0941 CLAYHEAD                            APPROX. 3.1 KM 0601259.3 |
 LW3097| LW3135 SEARLES FLAGSTAFF                   APPROX. 2.5 KM 0804339.5 |
 LW3097| LW3125 WEATHER BUREAU SIGNAL TOWER         APPROX. 2.9 KM 1404552.5 |
 LW3097| LW3102 BREAKWATER REAR RANGE               307.981 METERS 15755     |
 LW3097| LW3100 BREAKWATER FRONT RANGE              271.481 METERS 16405     |
 LW3097|---------------------------------------------------------------------|
 LW3097
 LW3097                          SUPERSEDED SURVEY CONTROL
 LW3097
 LW3097  NAD 83(1996)-  41 11 54.70543(N)    071 35 32.59842(W) AD(       ) 3
 LW3097  NAD 83(1992)-  41 11 54.70539(N)    071 35 32.59853(W) AD(       ) 3
 LW3097  NAD 83(1992)-  41 11 54.70456(N)    071 35 32.59943(W) AD(       ) 3
 LW3097  NAD 83(1986)-  41 11 54.70688(N)    071 35 32.59883(W) AD(       ) 3
 LW3097  NAD 27      -  41 11 54.33700(N)    071 35 34.38900(W) AD(       ) 3
 LW3097
 LW3097.Superseded values are not recommended for survey control.
 LW3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3097.See file dsdata.txt to determine how the superseded data were derived.
 LW3097
 LW3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8262264036(NAD 83)
 LW3097_MARKER: 14 = NAVIGATION LIGHT
 LW3097
 LW3097  HISTORY     - Date     Condition        Report By
 LW3097  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3097  HISTORY     - 1988     GOOD             USPSQD
 LW3097  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 LW3097
 LW3097                          STATION DESCRIPTION
 LW3097
 LW3097'DESCRIBED BY US POWER SQUADRON 1988 (PJB)
 LW3097'RECOVERED IN GOOD CONDITION.
 LW3097
 LW3097                          STATION RECOVERY (2003)
 LW3097
 LW3097'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 LW3097'THIS NAVAID DOES NOT EXIST.  BASED ON THE SPECIFIED POSITION, IT
 LW3097'WOULD BE ON THE BREAKWATER 350 FEET SE OF THE EXISTING AID (LW3095).
 LW3097'BECAUSE THIS AID WAS FIRST OBSERVED IN 1911 AND THE EXISTING AID WAS
 LW3097'FIRST OBSERVED IN 1941 LEADS TO THE CONCLUSION THAT SOMETIME BETWEEN
 LW3097'THOSE DATES THE BREAKWATER WAS EXTENDED AND LW3097 WAS REPLACED WITH
 LW3097'LW3095.  IN ADDITION, VOLUME 1 OF THE 2003 LIGHT LIST ONLY LISTS
 LW3097'BRKWTR LT NO. 4 WHICH IS LW3095.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3159 ***********************************************************************
 LW3159  DESIGNATION -  GT SALT POND BRKWTR IN END LT
 LW3159  PID         -  LW3159
 LW3159  STATE/COUNTY-  RI/WASHINGTON
 LW3159  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3159
 LW3159                         *CURRENT SURVEY CONTROL
 LW3159  ___________________________________________________________________
 LW3159* NAD 83(1996)-  41 11 45.24235(N)    071 35 23.78792(W)     ADJUSTED  
 LW3159* NAVD 88     -                                                        
 LW3159  ___________________________________________________________________
 LW3159  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 LW3159  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LW3159
 LW3159  HORZ ORDER  -  THIRD
 LW3159
 LW3159.The horizontal coordinates were established by classical geodetic methods
 LW3159.and adjusted by the National Geodetic Survey in August 1998..
 LW3159
 LW3159
 LW3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3159
 LW3159.The geoid height was determined by GEOID03.
 LW3159
 LW3159;                    North         East     Units Scale Factor Converg.
 LW3159;SPC RI       -    12,505.167    92,455.286   MT  0.99999445   -0 03 33.3
 LW3159;SPC RI       -    41,027.37    303,330.38   sFT  0.99999445   -0 03 33.3
 LW3159;UTM  19      - 4,563,738.447   282,818.256   MT  1.00018054   -1 42 23.4
 LW3159
 LW3159                          SUPERSEDED SURVEY CONTROL
 LW3159
 LW3159  NAD 83(1996)-  41 11 45.24052(N)    071 35 23.78668(W) AD(       ) 4
 LW3159  NAD 83(1992)-  41 11 45.24047(N)    071 35 23.78679(W) AD(       ) 4
 LW3159  NAD 83(1992)-  41 11 45.23961(N)    071 35 23.78767(W) AD(       ) 4
 LW3159  NAD 83(1986)-  41 11 45.24157(N)    071 35 23.78677(W) AD(       ) 4
 LW3159  NAD 27      -  41 11 44.87400(N)    071 35 25.57800(W) AD(       ) 3
 LW3159
 LW3159.Superseded values are not recommended for survey control.
 LW3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3159.See file dsdata.txt to determine how the superseded data were derived.
 LW3159
 LW3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8281863738(NAD 83)
 LW3159_MARKER: 14 = NAVIGATION LIGHT
 LW3159
 LW3159  HISTORY     - Date     Condition        Report By
 LW3159  HISTORY     - 1941     FIRST OBSERVED   CGS
 LW3159  HISTORY     - 1988     GOOD             USPSQD
 LW3159  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 LW3159
 LW3159                          STATION DESCRIPTION
 LW3159
 LW3159'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HCW)
 LW3159'STATION IS TOP OF LIGHT.
 LW3159
 LW3159                          STATION RECOVERY (1988)
 LW3159
 LW3159'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LW3159'RECOVERED IN GOOD CONDITION.
 LW3159
 LW3159                          STATION RECOVERY (2003)
 LW3159
 LW3159'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 LW3159'THIS NAVAID DOES NOT EXIST.  BASED ON THE LATITUDE/LONGITUDE IT
 LW3159'WOULD BE ALONG THE BREAKWATER 1500' SE OF THE EXISTING AID (LW3095).
 LW3159'THIS AID WAS FIRST OBSERVED IN 1911 AT THE SAME TIME AS LW3097 AND WAS
 LW3159'PROBABLY DISCONTINUED WHEN THE BREAKWATER WAS EXTENDED.  IN ADDITION,
 LW3159'VOLUME 1 OF THE 2003 LIGHT LIST ONLY LISTS BRKWTR LT NO. 4 WHICH IS
 LW3159'LW3095.
 LW3159' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2188 ***********************************************************************
 LW2188  DESIGNATION -  GUIMOND
 LW2188  PID         -  LW2188
 LW2188  STATE/COUNTY-  RI/NEWPORT
 LW2188  USGS QUAD   -  TIVERTON (1975)
 LW2188
 LW2188                         *CURRENT SURVEY CONTROL
 LW2188  ___________________________________________________________________
 LW2188* NAD 83(1996)-  41 37 23.04198(N)    071 09 14.32756(W)     ADJUSTED  
 LW2188* NAVD 88     -        87.4    (meters)     287.     (feet)  VERTCON   
 LW2188  ___________________________________________________________________
 LW2188  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 LW2188  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW2188
 LW2188  HORZ ORDER  -  FIRST
 LW2188
 LW2188.The horizontal coordinates were established by classical geodetic methods
 LW2188.and adjusted by the National Geodetic Survey in August 1998..
 LW2188
 LW2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2188
 LW2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2188
 LW2188.The geoid height was determined by GEOID03.
 LW2188
 LW2188;                    North         East     Units Scale Factor Converg.
 LW2188;SPC RI       -    60,000.709   128,836.432   MT  1.00000398   +0 13 47.4
 LW2188;SPC RI       -   196,852.33    422,690.86   sFT  1.00000398   +0 13 47.4
 LW2188;SPC MA M     -   819,262.441   228,836.945   MT  1.00001501   +0 13 56.8
 LW2188;SPC MA M     - 2,687,863.53    750,775.88   sFT  1.00001501   +0 13 56.8
 LW2188;UTM  19      - 4,610,168.165   320,558.586   MT  0.99999626   -1 25 52.0
 LW2188
 LW2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2188!SPC RI       -   0.99999094  x   1.00000398  =   0.99999492
 LW2188!SPC MA M     -   0.99999094  x   1.00001501  =   1.00000595
 LW2188!UTM  19      -   0.99999094  x   0.99999626  =   0.99998720
 LW2188
 LW2188:                Primary Azimuth Mark                     Grid Az
 LW2188:SPC RI       -  GUIMOND AZ MK                            056 57 11.9
 LW2188:SPC MA M     -  GUIMOND AZ MK                            056 57 02.5
 LW2188:UTM  19      -  GUIMOND AZ MK                            058 36 51.3
 LW2188
 LW2188|---------------------------------------------------------------------|
 LW2188| PID    Reference Object                     Distance      Geod. Az  |
 LW2188|                                                           dddmmss.s |
 LW2188| CB7757 GUIMOND AZ MK                                      0571059.3 |
 LW2188| CB7758 GUIMOND RM 1                         29.134 METERS 08144     |
 LW2188| CB7759 GUIMOND RM 2                         26.393 METERS 19956     |
 LW2188|---------------------------------------------------------------------|
 LW2188
 LW2188                          SUPERSEDED SURVEY CONTROL
 LW2188
 LW2188  NAD 83(1996)-  41 37 23.04191(N)    071 09 14.32751(W) AD(       ) 1
 LW2188  NAD 83(1992)-  41 37 23.04001(N)    071 09 14.32648(W) AD(       ) 1
 LW2188  NAD 83(1992)-  41 37 23.03986(N)    071 09 14.32650(W) AD(       ) 1
 LW2188  NAD 83(1986)-  41 37 23.04022(N)    071 09 14.32504(W) AD(       ) 1
 LW2188  NAD 27      -  41 37 22.66771(N)    071 09 16.16641(W) AD(       ) 1
 LW2188  NGVD 29 (07/19/86)   87.6    (m)          287.     (f) VERT ANG       
 LW2188
 LW2188.Superseded values are not recommended for survey control.
 LW2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2188.See file dsdata.txt to determine how the superseded data were derived.
 LW2188
 LW2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG2055910168(NAD 83)
 LW2188_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2188+STABILITY: SURFACE MOTION
 LW2188
 LW2188  HISTORY     - Date     Condition        Report By
 LW2188  HISTORY     - 1968     MONUMENTED       CGS
 LW2188
 LW2188                          STATION DESCRIPTION
 LW2188
 LW2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2188'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF
 LW2188'PORTSMOUTH, 2-1/2 MILES EAST OF TIVERTON, 1/2 MILE WEST OF THE
 LW2188'RHODE ISLAND AND MASSACHUSETTS STATE LINE AND ON PROPERTY OWNED
 LW2188'BY MR. GILBERT GUIMOND.
 LW2188'
 LW2188'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77
 LW2188'AND 177, ABOUT 1 MILE SOUTH OF TIVERTON, GO EASTERLY ON HIGHWAY
 LW2188'177 FOR 1.85 MILES TO A CROSSROAD.  CONTINUE EASTERLY ON
 LW2188'HIGHWAY 177 FOR 0.6 MILE TO A SIDE ROAD RIGHT.  (TO REACH THE
 LW2188'AZIMUTH MARK FROM THIS POINT, GO EAST ON HIGHWAY 177 FOR 0.3
 LW2188'MILE TO THE MARK ON THE LEFT.) TURN RIGHT AND GO SOUTH ON A
 LW2188'PAVED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT AS
 LW2188'DESCRIBED.
 LW2188'
 LW2188'STATION MARK, STAMPED GUIMOND 1968 IS A STANDARD DISK SET IN A
 LW2188'ROUND CONCRETE MONUMENT WHICH IS SET 2 INCHES BELOW THE GROUND
 LW2188'SURFACE.  IT IS 58.5 FEET EAST OF THE CENTER OF THE PAVED ROAD,
 LW2188'39 FEET EAST OF POWER POLE NUMBER 4 AND 35 FEET NORTH OF THE
 LW2188'NORTHWEST CORNER OF A HOUSE.
 LW2188'
 LW2188'RM 1, STAMPED GUIMOND NO 1 1968 IS A STANDARD DISK SET IN A
 LW2188'ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 69.5 FEET
 LW2188'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND 27 FEET WEST
 LW2188'OF THE NORTHWEST CORNER OF A BARN.
 LW2188'
 LW2188'RM 2, STAMPED GUIMOND NO 2 1968 IS A STANDARD DISK SET IN A
 LW2188'ROUND CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 LW2188'SURFACE.  IT IS 77 FEET SOUTH OF THE POWER POLE, 65.5 FEET
 LW2188'SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND 16 FEET EAST
 LW2188'OF THE CENTER OF THE PAVED ROAD.
 LW2188'
 LW2188'AZ MK, STAMPED GUIMOND 1968 IS A STANDARD DISK SET IN A 2 X 2
 LW2188'FOOT BOULDER WHICH PROJECTS 8 INCHES.  IT IS 56.5 FEET NORTHWEST
 LW2188'OF POWER POLE NUMBER 105, 29 FEET NORTH OF THE CENTER OF
 LW2188'HIGHWAY 177, 4 FEET SOUTHEAST OF A 4-INCH OAK TREE AND 2.8 FEET
 LW2188'WEST OF A METAL WITNESS POST.
 LW2188'
 LW2188'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2449 ***********************************************************************
 LW2449  DESIGNATION -  GULL ROCKS
 LW2449  PID         -  LW2449
 LW2449  STATE/COUNTY-  RI/NEWPORT
 LW2449  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2449
 LW2449                         *CURRENT SURVEY CONTROL
 LW2449  ___________________________________________________________________
 LW2449* NAD 83(1996)-  41 30 08.66487(N)    071 19 58.96632(W)     ADJUSTED  
 LW2449* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2449  ___________________________________________________________________
 LW2449  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 LW2449  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2449
 LW2449  HORZ ORDER  -  THIRD
 LW2449
 LW2449.The horizontal coordinates were established by classical geodetic methods
 LW2449.and adjusted by the National Geodetic Survey in August 1998..
 LW2449
 LW2449.The orthometric height was scaled from a topographic map.
 LW2449
 LW2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2449
 LW2449.The geoid height was determined by GEOID03.
 LW2449
 LW2449;                    North         East     Units Scale Factor Converg.
 LW2449;SPC RI       -    46,555.300   113,939.402   MT  0.99999614   +0 06 38.3
 LW2449;SPC RI       -   152,740.18    373,816.19   sFT  0.99999614   +0 06 38.3
 LW2449;UTM  19      - 4,597,159.276   305,278.056   MT  1.00006664   -1 32 47.3
 LW2449
 LW2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2449!SPC RI       -   1.00000459  x   0.99999614  =   1.00000073
 LW2449!UTM  19      -   1.00000459  x   1.00006664  =   1.00007123
 LW2449
 LW2449|---------------------------------------------------------------------|
 LW2449| PID    Reference Object                     Distance      Geod. Az  |
 LW2449|                                                           dddmmss.s |
 LW2449| CB7761 GULL ROCKS RM 2                       9.503 METERS 00618     |
 LW2449| LW2840 NEWPORT CHANNING MEMORIAL CH        APPROX. 2.7 KM 1344640.8 |
 LW2449| LW2854 NEWPORT TRINITY CH SPIRE            APPROX. 2.3 KM 1353308.4 |
 LW2449| LW2855 NEWPORT ST MARYS CHURCH SPIRE       APPROX. 2.6 KM 1401535.0 |
 LW2449| LW2877 GOAT ISLAND NORTH                   APPROX. 1.1 KM 1534834.0 |
 LW2449| LW2883 FORT ADAMS LIGHT                    APPROX. 2.3 KM 1884722.5 |
 LW2449| CB7760 GULL ROCKS RM 1                      15.274 METERS 28015     |
 LW2449|---------------------------------------------------------------------|
 LW2449
 LW2449                          SUPERSEDED SURVEY CONTROL
 LW2449
 LW2449  NAD 83(1996)-  41 30 08.66445(N)    071 19 58.96566(W) AD(       ) 3
 LW2449  NAD 83(1992)-  41 30 08.66326(N)    071 19 58.96564(W) AD(       ) 3
 LW2449  NAD 83(1992)-  41 30 08.66271(N)    071 19 58.96528(W) AD(       ) 3
 LW2449  NAD 83(1986)-  41 30 08.66263(N)    071 19 58.96344(W) AD(       ) 3
 LW2449  NAD 27      -  41 30 08.30000(N)    071 20 00.77100(W) AD(       ) 3
 LW2449
 LW2449.Superseded values are not recommended for survey control.
 LW2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2449.See file dsdata.txt to determine how the superseded data were derived.
 LW2449
 LW2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0527897159(NAD 83)
 LW2449
 LW2449  HISTORY     - Date     Condition        Report By
 LW2449  HISTORY     - 1934     MONUMENTED       CGS
 LW2449  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2449
 LW2449                          STATION DESCRIPTION
 LW2449
 LW2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2449'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 LW2449'DRILL HOLES IN OUTCROPPING BEDROCKS.
 LW2449'
 LW2449'STATION MARK IS STAMPED GULL ROCKS, 1934, 1.6 METERS E OF THE
 LW2449'LIGHTHOUSE DOCK AND 5.7 METERS S OF THE BELL.  IT IS 0.3 METER IN
 LW2449'FROM THE HIGH-WATER LINE.
 LW2449'
 LW2449'REFERENCE MARK NO. 1 IS 14.2 METERS W OF THE LIGHT.  REFERENCE
 LW2449'MARK NO. 2 IS 5.2 METERS E OF THE LIGHT.
 LW2449
 LW2449                          STATION RECOVERY (1956)
 LW2449
 LW2449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2449'STATION IS LOST.  THE STATION MARK AND REFERENCE MARK 1 WERE NOT
 LW2449'RECOVERED.  REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  THE
 LW2449'PUBLISHED DESCRIPTION IS ADEQUATE FOR RECOVERING REFERENCE MARK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2448 ***********************************************************************
 LW2448  DESIGNATION -  GULL ROCKS BEACON
 LW2448  PID         -  LW2448
 LW2448  STATE/COUNTY-  RI/NEWPORT
 LW2448  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2448
 LW2448                         *CURRENT SURVEY CONTROL
 LW2448  ___________________________________________________________________
 LW2448* NAD 83(1996)-  41 30 08.85301(N)    071 19 59.11402(W)     ADJUSTED  
 LW2448* NAVD 88     -                                                        
 LW2448  ___________________________________________________________________
 LW2448  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 LW2448  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2448
 LW2448  HORZ ORDER  -  THIRD
 LW2448
 LW2448.The horizontal coordinates were established by classical geodetic methods
 LW2448.and adjusted by the National Geodetic Survey in August 1998..
 LW2448
 LW2448
 LW2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2448
 LW2448.The geoid height was determined by GEOID03.
 LW2448
 LW2448;                    North         East     Units Scale Factor Converg.
 LW2448;SPC RI       -    46,561.097   113,935.965   MT  0.99999614   +0 06 38.2
 LW2448;SPC RI       -   152,759.20    373,804.91   sFT  0.99999614   +0 06 38.2
 LW2448;UTM  19      - 4,597,165.171   305,274.788   MT  1.00006665   -1 32 47.4
 LW2448
 LW2448                          SUPERSEDED SURVEY CONTROL
 LW2448
 LW2448  NAD 83(1996)-  41 30 08.85260(N)    071 19 59.11334(W) AD(       ) 4
 LW2448  NAD 83(1992)-  41 30 08.85142(N)    071 19 59.11334(W) AD(       ) 4
 LW2448  NAD 83(1992)-  41 30 08.85085(N)    071 19 59.11298(W) AD(       ) 4
 LW2448  NAD 83(1986)-  41 30 08.85080(N)    071 19 59.11122(W) AD(       ) 4
 LW2448  NAD 27      -  41 30 08.48549(N)    071 20 00.92167(W) AD(       ) 3
 LW2448
 LW2448.Superseded values are not recommended for survey control.
 LW2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2448.See file dsdata.txt to determine how the superseded data were derived.
 LW2448
 LW2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0527597165(NAD 83)
 LW2448
 LW2448  HISTORY     - Date     Condition        Report By
 LW2448  HISTORY     - UNK      MONUMENTED
 LW2448  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2448  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2448
 LW2448                          STATION DESCRIPTION
 LW2448
 LW2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2448'STATION RECOVERED IN GOOD CONDITION.  LOCATED IN NEWPORT HARBOR,
 LW2448'ON GULL ROCK, APPROX. HALFWAY BETWEEN ROSE ISLAND THE NAVAL WAR
 LW2448'COLLEGE.  A LIGHT ATOP SKELETON STEEL TOWER JUST EAST OF THE PIER
 LW2448'ON GULL ROCK.
 LW2448'
 LW2448'THIS IS GULL ROCKS LIGHT, NO. 509, IN U.S. COAST GUARDS COMPLETE
 LW2448'LIST OF LIGHTS AND OTHER MARINE AIDS, ATLANTIC COAST OF THE UNITED
 LW2448'STATES.
 LW2448
 LW2448                          STATION RECOVERY (1956)
 LW2448
 LW2448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2448'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY L.F.W. IN
 LW2448'1954 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2454 ***********************************************************************
 LW2454  DESIGNATION -  GULL ROCKS LIGHTHOUSE
 LW2454  PID         -  LW2454
 LW2454  STATE/COUNTY-  RI/NEWPORT
 LW2454  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2454
 LW2454                         *CURRENT SURVEY CONTROL
 LW2454  ___________________________________________________________________
 LW2454* NAD 83(1996)-  41 30 09.11853(N)    071 19 59.40682(W)     ADJUSTED  
 LW2454* NAVD 88     -                                                        
 LW2454  ___________________________________________________________________
 LW2454  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 LW2454  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2454
 LW2454  HORZ ORDER  -  THIRD
 LW2454
 LW2454.The horizontal coordinates were established by classical geodetic methods
 LW2454.and adjusted by the National Geodetic Survey in August 1998..
 LW2454
 LW2454
 LW2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2454
 LW2454.The geoid height was determined by GEOID03.
 LW2454
 LW2454;                    North         East     Units Scale Factor Converg.
 LW2454;SPC RI       -    46,569.276   113,929.159   MT  0.99999614   +0 06 38.0
 LW2454;SPC RI       -   152,786.03    373,782.58   sFT  0.99999614   +0 06 38.0
 LW2454;UTM  19      - 4,597,173.543   305,268.220   MT  1.00006668   -1 32 47.6
 LW2454
 LW2454                          SUPERSEDED SURVEY CONTROL
 LW2454
 LW2454  NAD 83(1996)-  41 30 09.11812(N)    071 19 59.40617(W) AD(       ) 4
 LW2454  NAD 83(1992)-  41 30 09.11692(N)    071 19 59.40615(W) AD(       ) 4
 LW2454  NAD 83(1992)-  41 30 09.11636(N)    071 19 59.40581(W) AD(       ) 4
 LW2454  NAD 83(1986)-  41 30 09.11638(N)    071 19 59.40402(W) AD(       ) 4
 LW2454  NAD 27      -  41 30 08.76000(N)    071 20 01.20600(W) AD(       ) 3
 LW2454
 LW2454.Superseded values are not recommended for survey control.
 LW2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2454.See file dsdata.txt to determine how the superseded data were derived.
 LW2454
 LW2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0526897174(NAD 83)
 LW2454
 LW2454  HISTORY     - Date     Condition        Report By
 LW2454  HISTORY     - 1869     MONUMENTED       COASUR
 LW2454  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2454  HISTORY     - 1956     GOOD             CGS
 LW2454
 LW2454                          STATION DESCRIPTION
 LW2454
 LW2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2454'STATION WAS RECOVERED.  IT IS THE CHIMNEY ON GULL ROCKS
 LW2454'LIGHTHOUSE.  THE LIGHTHOUSE IS LOCATED IN THE EASTERN PASSAGE OF
 LW2454'NARRAGANSETT BAY, APPROXIMATELY 1/2 MILE SW OF THE NAVAL
 LW2454'TRAINING STATION ON COASTERS HARBOR ISLAND.  A LIGHT ON A STEEL
 LW2454'FRAMEWORK WAS BUILT IN 1928 APPROXIMATELY 10 METERS FROM THE
 LW2454'CHIMNEY.
 LW2454
 LW2454                          STATION RECOVERY (1956)
 LW2454
 LW2454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2454'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 RECOVERY
 LW2454'NOTE BY W.D.P. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1063 ***********************************************************************
 LW1063  DESIGNATION -  H 1
 LW1063  PID         -  LW1063
 LW1063  STATE/COUNTY-  RI/KENT
 LW1063  USGS QUAD   -  CROMPTON (1995)
 LW1063
 LW1063                         *CURRENT SURVEY CONTROL
 LW1063  ___________________________________________________________________
 LW1063* NAD 83(1986)-  41 42 32.     (N)    071 31 18.     (W)     SCALED    
 LW1063* NAVD 88     -        39.224  (meters)     128.69   (feet)  ADJUSTED  
 LW1063  ___________________________________________________________________
 LW1063  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW1063  DYNAMIC HT  -          39.211 (meters)     128.64  (feet)  COMP
 LW1063  MODELED GRAV-     980,281.5   (mgal)                       NAVD 88
 LW1063
 LW1063  VERT ORDER  -  FIRST     CLASS II
 LW1063
 LW1063.The horizontal coordinates were scaled from a topographic map and have
 LW1063.an estimated accuracy of +/- 6 seconds.
 LW1063
 LW1063.The orthometric height was determined by differential leveling
 LW1063.and adjusted by the National Geodetic Survey in June 1991..
 LW1063
 LW1063.The geoid height was determined by GEOID03.
 LW1063
 LW1063.The dynamic height is computed by dividing the NAVD 88
 LW1063.geopotential number by the normal gravity value computed on the
 LW1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1063.degrees latitude (g = 980.6199 gals.).
 LW1063
 LW1063.The modeled gravity was interpolated from observed gravity values.
 LW1063
 LW1063;                    North         East    Units  Estimated Accuracy
 LW1063;SPC RI       -    69,480.       98,200.      MT  (+/- 180 meters Scaled)
 LW1063
 LW1063                          SUPERSEDED SURVEY CONTROL
 LW1063
 LW1063  NGVD 29 (??/??/92)   39.474  (m)          129.51   (f) ADJ UNCH    1 2
 LW1063
 LW1063.Superseded values are not recommended for survey control.
 LW1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1063.See file dsdata.txt to determine how the superseded data were derived.
 LW1063
 LW1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG902205(NAD 83)
 LW1063_MARKER: DB = BENCH MARK DISK
 LW1063_SETTING: 80 = SET IN A BOULDER
 LW1063_SP_SET: BOULDER
 LW1063_STAMPING: H 1 1923
 LW1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1063+STABILITY: SURFACE MOTION
 LW1063
 LW1063  HISTORY     - Date     Condition        Report By
 LW1063  HISTORY     - 1923     MONUMENTED       CGS
 LW1063  HISTORY     - 1969     GOOD             NGS
 LW1063  HISTORY     - 20060319 GOOD             GEOCAC
 LW1063
 LW1063                          STATION DESCRIPTION
 LW1063
 LW1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1063'AT ARCTIC.
 LW1063'AT ARCTIC, KENT COUNTY, ON THE NEW YORK, NEW HAVEN AND HARTFORD
 LW1063'RAILROAD, 15 RAILS NORTH OF THE STATION, 10 RAILS NORTH OF A
 LW1063'HIGHWAY CROSSING (THE HIGHWAY BETWEEN RIVER POINT AND
 LW1063'CENTERVILLE--STATE HIGHWAY 3), 20 FEET EAST OF THE EAST RAIL,
 LW1063'IN THE TOP OF A LARGE BOULDER, AND ABOUT 3 FEET HIGHER THAN THE
 LW1063'TRACK.  A STANDARD DISK, STAMPED H 1 1923.
 LW1063
 LW1063                          STATION RECOVERY (2006)
 LW1063
 LW1063'RECOVERY NOTE BY GEOCACHING 2006 (TDS)
 LW1063'PREVIOUS RAILROAD TRACKS HAVE BEEN TURNED INTO A BIKE PATH. SET IN THE
 LW1063'TOP OF A LARGE BOULDER IN THE SOUTHEAST SECTION, AND ABOUT 3 FEET
 LW1063'HIGHER THAN THE BIKE PATH. A STANDARD DISK, STAMPED H 1 1923.
 LW1063'25 FEET SOUTHEAST OF CENTERLINE OF BIKE PATH.
 LW1063'10 FEET 4 INCHES NORTH NORTHEAST FROM A POWER LINE SUPPORT POLE FOR
 LW1063'HIGH VOLTAGE POWER LINE POLE NUMBER 30, WHICH IS DIRECTLY ACROSS THE
 LW1063'BIKE PATH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1033 ***********************************************************************
 LW1033  DESIGNATION -  H 16
 LW1033  PID         -  LW1033
 LW1033  STATE/COUNTY-  RI/WASHINGTON
 LW1033  USGS QUAD   -  SLOCUM (1975)
 LW1033
 LW1033                         *CURRENT SURVEY CONTROL
 LW1033  ___________________________________________________________________
 LW1033* NAD 83(1986)-  41 31 04.     (N)    071 33 17.     (W)     SCALED    
 LW1033* NAVD 88     -        66.496  (meters)     218.16   (feet)  ADJUSTED  
 LW1033  ___________________________________________________________________
 LW1033  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LW1033  DYNAMIC HT  -          66.473 (meters)     218.09  (feet)  COMP
 LW1033  MODELED GRAV-     980,274.4   (mgal)                       NAVD 88
 LW1033
 LW1033  VERT ORDER  -  FIRST     CLASS I
 LW1033
 LW1033.The horizontal coordinates were scaled from a topographic map and have
 LW1033.an estimated accuracy of +/- 6 seconds.
 LW1033
 LW1033.The orthometric height was determined by differential leveling
 LW1033.and adjusted by the National Geodetic Survey in June 1991..
 LW1033
 LW1033.The geoid height was determined by GEOID03.
 LW1033
 LW1033.The dynamic height is computed by dividing the NAVD 88
 LW1033.geopotential number by the normal gravity value computed on the
 LW1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1033.degrees latitude (g = 980.6199 gals.).
 LW1033
 LW1033.The modeled gravity was interpolated from observed gravity values.
 LW1033
 LW1033;                    North         East    Units  Estimated Accuracy
 LW1033;SPC RI       -    48,250.       95,430.      MT  (+/- 180 meters Scaled)
 LW1033
 LW1033                          SUPERSEDED SURVEY CONTROL
 LW1033
 LW1033  NGVD 29 (??/??/92)   66.771  (m)          219.06   (f) ADJ UNCH    1 1
 LW1033
 LW1033.Superseded values are not recommended for survey control.
 LW1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1033.See file dsdata.txt to determine how the superseded data were derived.
 LW1033
 LW1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF868993(NAD 83)
 LW1033_MARKER: DB = BENCH MARK DISK
 LW1033_SETTING: 66 = SET IN ROCK OUTCROP
 LW1033_SP_SET: ROCK CUT
 LW1033_STAMPING: H 16 1965
 LW1033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1033+STABILITY: POSITION/ELEVATION WELL
 LW1033
 LW1033  HISTORY     - Date     Condition        Report By
 LW1033  HISTORY     - 1965     MONUMENTED       CGS
 LW1033  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1033  HISTORY     - 1987     GOOD             USPSQD
 LW1033  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1033  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1033  HISTORY     - 1989     GOOD             USPSQD
 LW1033  HISTORY     - 20011016 MARK NOT FOUND   USPSQD
 LW1033
 LW1033                          STATION DESCRIPTION
 LW1033
 LW1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW1033'3.1 MI N FROM WEST KINGSTON.
 LW1033'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 LW1033'AT WEST KINGSTON, THENCE 2.0 MILES NORTHEAST ALONG STATE HIGHWAY
 LW1033'2, ABOUT 0.5 MILE NORTHEAST OF A GRAVELED ROAD INTERSECTION,
 LW1033'ABOUT 100 YARDS SOUTHWEST OF THE ALLENS FEED STORE, ON TOP OF A
 LW1033'ROCK LEDGE WHICH IS ABOUT 2 FEET LONG AND 2 FEET WIDE, AND IS AT
 LW1033'THE BASE OF A 20-FOOT LONG AND 4 FEET HIGH ROCK CUT, 34 FEET
 LW1033'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 99 FEET NORTHEAST
 LW1033'OF THE CENTER LINE OF A DRIVEWAY TO A ONE-STORY BROWN HOUSE, AND
 LW1033'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1033
 LW1033                          STATION RECOVERY (1987)
 LW1033
 LW1033'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1033'MARK NOT FOUND.
 LW1033
 LW1033                          STATION RECOVERY (1987)
 LW1033
 LW1033'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW1033'RECOVERED IN GOOD CONDITION.
 LW1033
 LW1033                          STATION RECOVERY (1988)
 LW1033
 LW1033'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1033'MARK NOT FOUND.
 LW1033
 LW1033                          STATION RECOVERY (1989)
 LW1033
 LW1033'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1033'MARK NOT FOUND.
 LW1033
 LW1033                          STATION RECOVERY (1989)
 LW1033
 LW1033'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1033'RECOVERED IN GOOD CONDITION.
 LW1033
 LW1033                          STATION RECOVERY (2001)
 LW1033
 LW1033'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0100 ***********************************************************************
 LW0100  DESIGNATION -  H 17
 LW0100  PID         -  LW0100
 LW0100  STATE/COUNTY-  RI/WASHINGTON
 LW0100  USGS QUAD   -  WICKFORD (1995)
 LW0100
 LW0100                         *CURRENT SURVEY CONTROL
 LW0100  ___________________________________________________________________
 LW0100* NAD 83(1986)-  41 36 34.     (N)    071 26 04.     (W)     SCALED    
 LW0100* NAVD 88     -         8.025  (meters)      26.33   (feet)  ADJUSTED  
 LW0100  ___________________________________________________________________
 LW0100  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW0100  DYNAMIC HT  -           8.022 (meters)      26.32  (feet)  COMP
 LW0100  MODELED GRAV-     980,293.5   (mgal)                       NAVD 88
 LW0100
 LW0100  VERT ORDER  -  FIRST     CLASS I
 LW0100
 LW0100.This mark is at Quonset State Airport (OQU)
 LW0100
 LW0100.The horizontal coordinates were scaled from a topographic map and have
 LW0100.an estimated accuracy of +/- 6 seconds.
 LW0100
 LW0100.The orthometric height was determined by differential leveling
 LW0100.and adjusted by the National Geodetic Survey in June 1991..
 LW0100
 LW0100.The geoid height was determined by GEOID03.
 LW0100
 LW0100.The dynamic height is computed by dividing the NAVD 88
 LW0100.geopotential number by the normal gravity value computed on the
 LW0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0100.degrees latitude (g = 980.6199 gals.).
 LW0100
 LW0100.The modeled gravity was interpolated from observed gravity values.
 LW0100
 LW0100;                    North         East    Units  Estimated Accuracy
 LW0100;SPC RI       -    58,430.      105,460.      MT  (+/- 180 meters Scaled)
 LW0100
 LW0100                          SUPERSEDED SURVEY CONTROL
 LW0100
 LW0100  NGVD 29 (??/??/92)    8.289  (m)           27.19   (f) ADJ UNCH    1 1
 LW0100
 LW0100.Superseded values are not recommended for survey control.
 LW0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0100.See file dsdata.txt to determine how the superseded data were derived.
 LW0100
 LW0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG971092(NAD 83)
 LW0100_MARKER: DB = BENCH MARK DISK
 LW0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0100_SP_SET: GATE POST BASE
 LW0100_STAMPING: H 17 1965
 LW0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0100+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW0100
 LW0100  HISTORY     - Date     Condition        Report By
 LW0100  HISTORY     - 1965     MONUMENTED       CGS
 LW0100  HISTORY     - 1988     GOOD             USPSQD
 LW0100  HISTORY     - 20010807 GOOD             USPSQD
 LW0100
 LW0100                          STATION DESCRIPTION
 LW0100
 LW0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0100'AT QUONSET POINT NAS.
 LW0100'AT THE QUONSET POINT NAVAL AIR STATION, SET ON THE TOP OF THE
 LW0100'NORTH SIDE OF THE CONCRETE BASE TO THE WEST GATE POST AT GATE
 LW0100'NO. 16 TO THE CONSTRUCTION BATALLION AREA OF THE QUONSET POINT
 LW0100'NAVAL AIR STATION, 46 FEET SOUTH OF THE CENTER LINE OF THE
 LW0100'ROAD, 1.2 FEET NORTH OF THE FENCE POST, ABOUT LEVEL WITH THE ROAD
 LW0100'AND 0.2 FOOT BELOW THE LEVEL OF THE GROUND.
 LW0100
 LW0100                          STATION RECOVERY (1988)
 LW0100
 LW0100'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0100'RECOVERED IN GOOD CONDITION.
 LW0100
 LW0100                          STATION RECOVERY (2001)
 LW0100
 LW0100'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0100'FROM ROUTE 1 E ON FLETCHER ROAD 1.3 MI TO STOP SIGN.  FLETCHER ROAD
 LW0100'TURNS 90 DEGREES N.  ON THE RIGHT, IS  YELLOW GATE SUPPORTED BY TWO
 LW0100'GREEN POLES. BEFORE STOP SIGN, ON RIGHT IS NECO POLE 19. H 19 IS 62
 LW0100'FEET EAST OF  POLE. 44 FEET W OF HYDRANT AND 42 FEET N OF POLE 58, A
 LW0100'ON PERIMETER ROAD, DIRECTLY S OF W GATE POST, AND ABOUT 4 INCHES BELOW
 LW0100'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0751 ***********************************************************************
 LW0751  DESIGNATION -  H 18
 LW0751  PID         -  LW0751
 LW0751  STATE/COUNTY-  RI/WASHINGTON
 LW0751  USGS QUAD   -  ASHAWAY (1984)
 LW0751
 LW0751                         *CURRENT SURVEY CONTROL
 LW0751  ___________________________________________________________________
 LW0751* NAD 83(1986)-  41 22 58.     (N)    071 49 30.     (W)     SCALED    
 LW0751* NAVD 88     -        17.044  (meters)      55.92   (feet)  ADJUSTED  
 LW0751  ___________________________________________________________________
 LW0751  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW0751  DYNAMIC HT  -          17.038 (meters)      55.90  (feet)  COMP
 LW0751  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 LW0751
 LW0751  VERT ORDER  -  FIRST     CLASS I
 LW0751
 LW0751.The horizontal coordinates were scaled from a topographic map and have
 LW0751.an estimated accuracy of +/- 6 seconds.
 LW0751
 LW0751.The orthometric height was determined by differential leveling
 LW0751.and adjusted by the National Geodetic Survey in June 1991..
 LW0751
 LW0751.The geoid height was determined by GEOID03.
 LW0751
 LW0751.The dynamic height is computed by dividing the NAVD 88
 LW0751.geopotential number by the normal gravity value computed on the
 LW0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0751.degrees latitude (g = 980.6199 gals.).
 LW0751
 LW0751.The modeled gravity was interpolated from observed gravity values.
 LW0751
 LW0751;                    North         East    Units  Estimated Accuracy
 LW0751;SPC RI       -    33,310.       72,820.      MT  (+/- 180 meters Scaled)
 LW0751
 LW0751                          SUPERSEDED SURVEY CONTROL
 LW0751
 LW0751  NGVD 29 (??/??/92)   17.332  (m)           56.86   (f) ADJ UNCH    1 1
 LW0751
 LW0751.Superseded values are not recommended for survey control.
 LW0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0751.See file dsdata.txt to determine how the superseded data were derived.
 LW0751
 LW0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF637851(NAD 83)
 LW0751_MARKER: DB = BENCH MARK DISK
 LW0751_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0751_SP_SET: ABUTMENT
 LW0751_STAMPING: H 18 1965
 LW0751_MARK LOGO: CGS   
 LW0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0751
 LW0751  HISTORY     - Date     Condition        Report By
 LW0751  HISTORY     - 1965     MONUMENTED       CGS
 LW0751  HISTORY     - 1969     GOOD             NGS
 LW0751  HISTORY     - 1984     GOOD             USPSQD
 LW0751  HISTORY     - 1987     GOOD             RIGS
 LW0751  HISTORY     - 1988     GOOD             USPSQD
 LW0751  HISTORY     - 1988     GOOD             USPSQD
 LW0751  HISTORY     - 1989     GOOD             USPSQD
 LW0751
 LW0751                          STATION DESCRIPTION
 LW0751
 LW0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0751'0.5 MI NE FROM WESTERLY.
 LW0751'0.5 MILE NORTHEAST ALONG CANAL AND RAILROAD AVENUE FROM THE POST
 LW0751'OFFICE AT WESTERLY, NEAR THE INTERSECTION OF RAILROAD AVENUE AND
 LW0751'HIGH STREET (STATE HIGHWAY 3), SET ON THE TOP OF THE WEST END
 LW0751'OF THE LOWER PART OF THE SOUTH CONCRETE ABUTMENT OF THE HIGH
 LW0751'STREET OVERPASS OVER THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0751'RAILROAD, 83 FEET NORTH OF THE CENTER LINE OF RAILROAD AVENUE, 41
 LW0751'FEET WEST OF THE CENTER LINE OF HIGH STREET, 1 FOOT EAST OF THE
 LW0751'WEST END OF THE ABUTMENT AND 4 FEET BELOW THE LEVEL OF HIGH
 LW0751'STREET.
 LW0751
 LW0751                          STATION RECOVERY (1969)
 LW0751
 LW0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0751'RECOVERED IN GOOD CONDITION.
 LW0751
 LW0751                          STATION RECOVERY (1984)
 LW0751
 LW0751'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0751'RECOVERED IN GOOD CONDITION.
 LW0751
 LW0751                          STATION RECOVERY (1987)
 LW0751
 LW0751'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0751'RECOVERED IN GOOD CONDITION.
 LW0751
 LW0751                          STATION RECOVERY (1988)
 LW0751
 LW0751'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0751'RECOVERED IN GOOD CONDITION.
 LW0751
 LW0751                          STATION RECOVERY (1988)
 LW0751
 LW0751'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0751'RECOVERED IN GOOD CONDITION.
 LW0751
 LW0751                          STATION RECOVERY (1989)
 LW0751
 LW0751'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0958 ***********************************************************************
 LW0958  DESIGNATION -  H 19
 LW0958  PID         -  LW0958
 LW0958  STATE/COUNTY-  RI/WASHINGTON
 LW0958  USGS QUAD   -  ASHAWAY (1984)
 LW0958
 LW0958                         *CURRENT SURVEY CONTROL
 LW0958  ___________________________________________________________________
 LW0958* NAD 83(1986)-  41 28 24.     (N)    071 45 14.     (W)     SCALED    
 LW0958* NAVD 88     -        74.789  (meters)     245.37   (feet)  ADJUSTED  
 LW0958  ___________________________________________________________________
 LW0958  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LW0958  DYNAMIC HT  -          74.763 (meters)     245.28  (feet)  COMP
 LW0958  MODELED GRAV-     980,266.9   (mgal)                       NAVD 88
 LW0958
 LW0958  VERT ORDER  -  SECOND    CLASS 0
 LW0958
 LW0958.The horizontal coordinates were scaled from a topographic map and have
 LW0958.an estimated accuracy of +/- 6 seconds.
 LW0958
 LW0958.The orthometric height was determined by differential leveling
 LW0958.and adjusted by the National Geodetic Survey in June 1991..
 LW0958
 LW0958.The geoid height was determined by GEOID03.
 LW0958
 LW0958.The dynamic height is computed by dividing the NAVD 88
 LW0958.geopotential number by the normal gravity value computed on the
 LW0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0958.degrees latitude (g = 980.6199 gals.).
 LW0958
 LW0958.The modeled gravity was interpolated from observed gravity values.
 LW0958
 LW0958;                    North         East    Units  Estimated Accuracy
 LW0958;SPC RI       -    43,340.       78,790.      MT  (+/- 180 meters Scaled)
 LW0958
 LW0958                          SUPERSEDED SURVEY CONTROL
 LW0958
 LW0958  NGVD 29 (??/??/92)   75.067  (m)          246.28   (f) ADJ UNCH    2 0
 LW0958
 LW0958.Superseded values are not recommended for survey control.
 LW0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0958.See file dsdata.txt to determine how the superseded data were derived.
 LW0958
 LW0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF700949(NAD 83)
 LW0958_MARKER: DB = BENCH MARK DISK
 LW0958_SETTING: 66 = SET IN ROCK OUTCROP
 LW0958_SP_SET: ROCK CUT
 LW0958_STAMPING: H 19 1969
 LW0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0958+STABILITY: POSITION/ELEVATION WELL
 LW0958
 LW0958  HISTORY     - Date     Condition        Report By
 LW0958  HISTORY     - 1969     MONUMENTED       CGS
 LW0958  HISTORY     - 1984     GOOD             USPSQD
 LW0958  HISTORY     - 19881001 GOOD             USPSQD
 LW0958  HISTORY     - 1989     GOOD             USPSQD
 LW0958  HISTORY     - 1990     GOOD             USPSQD
 LW0958
 LW0958                          STATION DESCRIPTION
 LW0958
 LW0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0958'4.4 MI NE FROM ASHAWAY.
 LW0958'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0958'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, THENCE 2.5 MILES
 LW0958'NORTHEAST ALONG INTERSTATE HIGHWAY 95, ON TOP AND ABOUT 50 YARDS
 LW0958'NORTHEAST OF THE SOUTHWEST END OF A CUT WHICH IS ABOUT 0.2 MILE
 LW0958'LONG, SET ON THE TOP OF A V SHAPED ROCK WHICH IS 10 FEET LONG-8
 LW0958'FEET WIDE AND PROJECTS 1 1/2 FEET ON THE WEST SIDE, 107 1/2 FEET
 LW0958'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW0958'HIGHWAY, 5 FEET NORTH OF THE SOUTH END OF THE ROCK AND ABOUT
 LW0958'12 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0958
 LW0958                          STATION RECOVERY (1984)
 LW0958
 LW0958'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0958'RECOVERED IN GOOD CONDITION.
 LW0958
 LW0958                          STATION RECOVERY (1988)
 LW0958
 LW0958'RECOVERY NOTE BY US POWER SQUADRON 1988 (WW)
 LW0958'RECOVERED IN GOOD CONDITION.
 LW0958
 LW0958                          STATION RECOVERY (1989)
 LW0958
 LW0958'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0958'RECOVERED IN GOOD CONDITION.
 LW0958
 LW0958                          STATION RECOVERY (1990)
 LW0958
 LW0958'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1170 ***********************************************************************
 LW1170  DESIGNATION -  H 20
 LW1170  PID         -  LW1170
 LW1170  STATE/COUNTY-  RI/KENT
 LW1170  USGS QUAD   -  HOPE VALLEY (1975)
 LW1170
 LW1170                         *CURRENT SURVEY CONTROL
 LW1170  ___________________________________________________________________
 LW1170* NAD 83(1986)-  41 37 13.     (N)    071 40 27.     (W)     SCALED    
 LW1170* NAVD 88     -       164.437  (meters)     539.49   (feet)  ADJUSTED  
 LW1170  ___________________________________________________________________
 LW1170  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW1170  DYNAMIC HT  -         164.378 (meters)     539.30  (feet)  COMP
 LW1170  MODELED GRAV-     980,261.2   (mgal)                       NAVD 88
 LW1170
 LW1170  VERT ORDER  -  FIRST     CLASS II
 LW1170
 LW1170.The horizontal coordinates were scaled from a topographic map and have
 LW1170.an estimated accuracy of +/- 6 seconds.
 LW1170
 LW1170.The orthometric height was determined by differential leveling
 LW1170.and adjusted by the National Geodetic Survey in June 1991..
 LW1170
 LW1170.The geoid height was determined by GEOID03.
 LW1170
 LW1170.The dynamic height is computed by dividing the NAVD 88
 LW1170.geopotential number by the normal gravity value computed on the
 LW1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1170.degrees latitude (g = 980.6199 gals.).
 LW1170
 LW1170.The modeled gravity was interpolated from observed gravity values.
 LW1170
 LW1170;                    North         East    Units  Estimated Accuracy
 LW1170;SPC RI       -    59,650.       85,490.      MT  (+/- 180 meters Scaled)
 LW1170
 LW1170                          SUPERSEDED SURVEY CONTROL
 LW1170
 LW1170  NGVD 29 (??/??/92)  164.684  (m)          540.30   (f) ADJ UNCH    1 2
 LW1170
 LW1170.Superseded values are not recommended for survey control.
 LW1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1170.See file dsdata.txt to determine how the superseded data were derived.
 LW1170
 LW1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG772110(NAD 83)
 LW1170_MARKER: DB = BENCH MARK DISK
 LW1170_SETTING: 66 = SET IN ROCK OUTCROP
 LW1170_SP_SET: ROCK LEDGE
 LW1170_STAMPING: H 20 1969
 LW1170_MARK LOGO: CGS   
 LW1170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1170+STABILITY: POSITION/ELEVATION WELL
 LW1170
 LW1170  HISTORY     - Date     Condition        Report By
 LW1170  HISTORY     - 1969     MONUMENTED       CGS
 LW1170  HISTORY     - 1984     GOOD             RIGS
 LW1170  HISTORY     - 1986     GOOD             USPSQD
 LW1170  HISTORY     - 1989     GOOD             USPSQD
 LW1170
 LW1170                          STATION DESCRIPTION
 LW1170
 LW1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1170'5.2 MI SE FROM SUMMIT.
 LW1170'ABOUT 5.25 MILES SOUTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1170'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, ON THE NORTHWEST
 LW1170'SLOPE OF A LONG HILL, 94 FEET NORTH OF THE CENTER OF THE JUNCTION
 LW1170'OF THE HIGHWAY AND THE SOUTHEAST ONE OF TWO DRIVEWAYS LEADING
 LW1170'SOUTHWEST TO A ONE STORY FRAME HOUSE, SET IN THE TOP OF A
 LW1170'SLOPING ROCK LEDGE WHICH IS PART OF A LONG LOW CUT, 32 FEET
 LW1170'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET WEST OF THE
 LW1170'WEST CORNER OF A ONE STORY YELLOW FRAME HOUSE, ABOUT 4 FEET ABOVE
 LW1170'THE LEVEL OF THE HIGHWAY.
 LW1170
 LW1170                          STATION RECOVERY (1984)
 LW1170
 LW1170'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1170'RECOVERED IN GOOD CONDITION.
 LW1170
 LW1170                          STATION RECOVERY (1986)
 LW1170
 LW1170'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1170'RECOVERED IN GOOD CONDITION.
 LW1170
 LW1170                          STATION RECOVERY (1989)
 LW1170
 LW1170'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1649 ***********************************************************************
 LW1649  DESIGNATION -  H 20 RESET
 LW1649  PID         -  LW1649
 LW1649  STATE/COUNTY-  RI/KENT
 LW1649  USGS QUAD   -  HOPE VALLEY (1975)
 LW1649
 LW1649                         *CURRENT SURVEY CONTROL
 LW1649  ___________________________________________________________________
 LW1649* NAD 83(1996)-  41 37 13.88090(N)    071 40 27.30402(W)     ADJUSTED  
 LW1649* NAVD 88     -       165.261  (meters)     542.19   (feet)  ADJUSTED  
 LW1649  ___________________________________________________________________
 LW1649  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 LW1649  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW1649  DYNAMIC HT  -         165.202 (meters)     542.00  (feet)  COMP
 LW1649  MODELED GRAV-     980,261.2   (mgal)                       NAVD 88
 LW1649
 LW1649  HORZ ORDER  -  SECOND
 LW1649  VERT ORDER  -  FIRST     CLASS II
 LW1649
 LW1649.The horizontal coordinates were established by classical geodetic methods
 LW1649.and adjusted by the National Geodetic Survey in August 1998..
 LW1649
 LW1649.The orthometric height was determined by differential leveling
 LW1649.and adjusted by the National Geodetic Survey in June 1991..
 LW1649
 LW1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1649
 LW1649.The geoid height was determined by GEOID03.
 LW1649
 LW1649.The dynamic height is computed by dividing the NAVD 88
 LW1649.geopotential number by the normal gravity value computed on the
 LW1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1649.degrees latitude (g = 980.6199 gals.).
 LW1649
 LW1649.The modeled gravity was interpolated from observed gravity values.
 LW1649
 LW1649;                    North         East     Units Scale Factor Converg.
 LW1649;SPC RI       -    59,674.906    85,477.795   MT  0.99999634   -0 06 56.7
 LW1649;SPC RI       -   195,783.42    280,438.40   sFT  0.99999634   -0 06 56.7
 LW1649;UTM  19      - 4,611,099.440   277,204.242   MT  1.00021089   -1 46 37.0
 LW1649
 LW1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1649!SPC RI       -   0.99997881  x   0.99999634  =   0.99997515
 LW1649!UTM  19      -   0.99997881  x   1.00021089  =   1.00018969
 LW1649
 LW1649                          SUPERSEDED SURVEY CONTROL
 LW1649
 LW1649  NAD 83(1992)-  41 37 13.87963(N)    071 40 27.30326(W) AD(       ) 2
 LW1649  NAD 83(1986)-  41 37 13.87933(N)    071 40 27.30317(W) AD(       ) 2
 LW1649  NGVD 29 (06/01/94)  165.51   (m)          543.0    (f) LEVELING    3  
 LW1649
 LW1649.Superseded values are not recommended for survey control.
 LW1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1649.See file dsdata.txt to determine how the superseded data were derived.
 LW1649
 LW1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7720411099(NAD 83)
 LW1649_MARKER: DB = BENCH MARK DISK
 LW1649_SETTING: 80 = SET IN A BOULDER
 LW1649_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 LW1649_STAMPING: H 20 RESET 1984
 LW1649_MARK LOGO: NGS   
 LW1649_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1649+STABILITY: SURFACE MOTION
 LW1649
 LW1649  HISTORY     - Date     Condition        Report By
 LW1649  HISTORY     - 1984     MONUMENTED       RIGS
 LW1649  HISTORY     - 1984     GOOD             RIGS
 LW1649  HISTORY     - 1988     GOOD             USPSQD
 LW1649  HISTORY     - 1988     GOOD             USPSQD
 LW1649  HISTORY     - 19880105 GOOD             RIGS
 LW1649
 LW1649                          STATION DESCRIPTION
 LW1649
 LW1649'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1649'5.2 MI SE FROM SUMMIT.
 LW1649'58.5 FEET SOUTH-SOUTHEAST OF BM H 20 WHICH WAS DESCRIBED AS FOLLOWS--
 LW1649'ABOUT 5.25 MILES SOUTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1649'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, ON THE NORTHWEST SLOPE OF
 LW1649'A LONG HILL, 94 FEET NORTH OF THE CENTER OF THE JUNCTION OF THE
 LW1649'HIGHWAY AND THE SOUTHEAST ONE OF TWO DRIVEWAYS LEADING SOUTHWEST TO A
 LW1649'ONE-STORY FRAME HOUSE, SET IN THE TOP OF A SLOPING ROCK LEDGE WHICH IS
 LW1649'PART OF A LONG LOW CUT, 32 FEET NORTHEAST OF THE CENTER LINE OF THE
 LW1649'HIGHWAY, 57 FEET WEST OF THE WEST CORNER OF A ONE-STORY YELLOW FRAME
 LW1649'HOUSE, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1649
 LW1649                          STATION RECOVERY (1984)
 LW1649
 LW1649'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1649'RECOVERED IN GOOD CONDITION.
 LW1649
 LW1649                          STATION RECOVERY (1988)
 LW1649
 LW1649'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1649'RECOVERED IN GOOD CONDITION.
 LW1649
 LW1649                          STATION RECOVERY (1988)
 LW1649
 LW1649'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1649'RECOVERED IN GOOD CONDITION.
 LW1649
 LW1649                          STATION RECOVERY (1988)
 LW1649
 LW1649'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1649'THE STATION IS LOCATED ABOUT 3.8 KM (2.35 MI) SOUTHWEST OF NOOSENECK
 LW1649'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW1649'THE STATE HIGHWAY 102 BRIDGE OVER INTERSTATE HIGHWAY 95, GO NORTH FOR
 LW1649'2.3 KM (1.45 MI) ON HIGHWAY 102 TO THE STATION ON THE RIGHT.  IT IS
 LW1649'25.7 M (84.3 FT) NORTHEAST FROM A NECO POLE 52, 23.3 M (76.4 FT)
 LW1649'NORTH-NORTHWEST FROM THE CENTERLINE RACOON HILL ROAD, 12.1 M (39.7
 LW1649'FT) EAST-NORTHEAST FROM THE CENTERLINE OF HIGHWAY 102, 9.8 M (32.2
 LW1649'FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF A YELLOW HOUSE WITH A
 LW1649'MAILBOX NUMBERED 561.  MARK IS SET INTO A DRILL HOLE IN A PARTIALLY
 LW1649'EXPOSED BOULDER OF 1.7 M (5.6 FT) AT ITS LARGEST DIMENSION AND
 LW1649'PROJECTING 0.7 M (2.3 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1353 ***********************************************************************
 LW1353  DESIGNATION -  H 21
 LW1353  PID         -  LW1353
 LW1353  STATE/COUNTY-  RI/KENT
 LW1353  USGS QUAD   -  CROMPTON (1995)
 LW1353
 LW1353                         *CURRENT SURVEY CONTROL
 LW1353  ___________________________________________________________________
 LW1353* NAD 83(1986)-  41 40 47.     (N)    071 34 29.     (W)     SCALED    
 LW1353* NAVD 88     -        73.076  (meters)     239.75   (feet)  ADJUSTED  
 LW1353  ___________________________________________________________________
 LW1353  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW1353  DYNAMIC HT  -          73.050 (meters)     239.66  (feet)  COMP
 LW1353  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LW1353
 LW1353  VERT ORDER  -  SECOND    CLASS 0
 LW1353
 LW1353.The horizontal coordinates were scaled from a topographic map and have
 LW1353.an estimated accuracy of +/- 6 seconds.
 LW1353
 LW1353.The orthometric height was determined by differential leveling
 LW1353.and adjusted by the National Geodetic Survey in June 1991..
 LW1353
 LW1353.The geoid height was determined by GEOID03.
 LW1353
 LW1353.The dynamic height is computed by dividing the NAVD 88
 LW1353.geopotential number by the normal gravity value computed on the
 LW1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1353.degrees latitude (g = 980.6199 gals.).
 LW1353
 LW1353.The modeled gravity was interpolated from observed gravity values.
 LW1353
 LW1353;                    North         East    Units  Estimated Accuracy
 LW1353;SPC RI       -    66,240.       93,780.      MT  (+/- 180 meters Scaled)
 LW1353
 LW1353                          SUPERSEDED SURVEY CONTROL
 LW1353
 LW1353  NGVD 29 (??/??/92)   73.326  (m)          240.57   (f) ADJ UNCH    2 0
 LW1353
 LW1353.Superseded values are not recommended for survey control.
 LW1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1353.See file dsdata.txt to determine how the superseded data were derived.
 LW1353
 LW1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG856174(NAD 83)
 LW1353_MARKER: DB = BENCH MARK DISK
 LW1353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1353_SP_SET: MANHOLE
 LW1353_STAMPING: H 21 1969
 LW1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1353
 LW1353  HISTORY     - Date     Condition        Report By
 LW1353  HISTORY     - 1969     MONUMENTED       CGS
 LW1353  HISTORY     - 1987     GOOD             USPSQD
 LW1353  HISTORY     - 1988     GOOD             USPSQD
 LW1353
 LW1353                          STATION DESCRIPTION
 LW1353
 LW1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1353'AT COVENTRY.
 LW1353'AT COVENTRY, ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY 3 FROM
 LW1353'THE JUNCTION OF STATE HIGHWAY 33, ABOUT 0.1 MILE EAST OF THE
 LW1353'JUNCTION OF SOUTH MAIN STREET, SET ON THE TOP OF THE NORTHEAST
 LW1353'CORNER OF A 5-FOOT SQUARE AND 6 FEET DEEP CONCRETE MANHOLE, 27.7
 LW1353'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3.1 FEET NORTHEAST
 LW1353'OF THE CENTER OF THE ROUND METAL MANHOLE COVER, AND 1 FOOT
 LW1353'ABOVE THE LEVEL OF THE HIGHWAY.
 LW1353
 LW1353                          STATION RECOVERY (1987)
 LW1353
 LW1353'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1353'RECOVERED IN GOOD CONDITION.
 LW1353
 LW1353                          STATION RECOVERY (1988)
 LW1353
 LW1353'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0990 ***********************************************************************
 LW0990  DESIGNATION -  H 22
 LW0990  PID         -  LW0990
 LW0990  STATE/COUNTY-  RI/WASHINGTON
 LW0990  USGS QUAD   -  
 LW0990
 LW0990                         *CURRENT SURVEY CONTROL
 LW0990  ___________________________________________________________________
 LW0990* NAD 83(1986)-  41 19 59.     (N)    071 24 59.     (W)     SCALED    
 LW0990* NAVD 88     -        16.437  (meters)      53.93   (feet)  ADJUSTED  
 LW0990  ___________________________________________________________________
 LW0990  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0990  DYNAMIC HT  -          16.431 (meters)      53.91  (feet)  COMP
 LW0990  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 LW0990
 LW0990  VERT ORDER  -  SECOND    CLASS 0
 LW0990
 LW0990.The horizontal coordinates were scaled from a topographic map and have
 LW0990.an estimated accuracy of +/- 6 seconds.
 LW0990
 LW0990.The orthometric height was determined by differential leveling
 LW0990.and adjusted by the National Geodetic Survey in June 1991..
 LW0990
 LW0990.The geoid height was determined by GEOID03.
 LW0990
 LW0990.The dynamic height is computed by dividing the NAVD 88
 LW0990.geopotential number by the normal gravity value computed on the
 LW0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0990.degrees latitude (g = 980.6199 gals.).
 LW0990
 LW0990.The modeled gravity was interpolated from observed gravity values.
 LW0990
 LW0990;                    North         East    Units  Estimated Accuracy
 LW0990;SPC RI       -    27,740.      107,000.      MT  (+/- 180 meters Scaled)
 LW0990
 LW0990                          SUPERSEDED SURVEY CONTROL
 LW0990
 LW0990  NGVD 29 (??/??/92)   16.721  (m)           54.86   (f) ADJ UNCH    2 0
 LW0990
 LW0990.Superseded values are not recommended for survey control.
 LW0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0990.See file dsdata.txt to determine how the superseded data were derived.
 LW0990
 LW0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF977785(NAD 83)
 LW0990_STAMPING: H 22 1969
 LW0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0990
 LW0990  HISTORY     - Date     Condition        Report By
 LW0990  HISTORY     - 1969     FIRST OBSERVED   CGS
 LW0990  HISTORY     - 1984     GOOD             USPSQD
 LW0990  HISTORY     - 19860606 GOOD             RIGS
 LW0990  HISTORY     - 1988     GOOD             USPSQD
 LW0990  HISTORY     - 1988     GOOD             USPSQD
 LW0990  HISTORY     - 1989     GOOD             USPSQD
 LW0990  HISTORY     - 1990     GOOD             USPSQD
 LW0990
 LW0990                          STATION DESCRIPTION
 LW0990
 LW0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0990'1.1 MI SW FROM CHARLESTOWN.
 LW0990'ABOUT 1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 LW0990'OF STATE HIGHWAY 112 AND 2 AT CHARLESTOWN, 0.15 MILE SOUTHWEST OF
 LW0990'THE JUNCTION OF KING FACTORY ROAD, SET IN THE TOP AND AT THE
 LW0990'HIGHEST PART OF A 5-BY-3-FOOT OUTCROPPING ROCK WHICH PROJECTS
 LW0990'1 FOOT ABOVE THE LEVEL OF THE GROUND, 308 FEET SOUTHWEST OF THE
 LW0990'SOUTH END OF A HEAD WALL FOR A 6-FOOT PIPE CULVERT UNDER THE
 LW0990'HIGHWAY, 69 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND
 LW0990'LANE OF THE HIGHWAY, 77 FEET NORTHEAST OF THE SOUTHWEST END OF A
 LW0990'STEEL GUARD RAIL AND 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LW0990
 LW0990                          STATION RECOVERY (1984)
 LW0990
 LW0990'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0990'RECOVERED IN GOOD CONDITION.
 LW0990
 LW0990                          STATION RECOVERY (1986)
 LW0990
 LW0990'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW0990'RECOVERED AS DESCRIBED.
 LW0990
 LW0990                          STATION RECOVERY (1988)
 LW0990
 LW0990'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0990'RECOVERED IN GOOD CONDITION.
 LW0990
 LW0990                          STATION RECOVERY (1988)
 LW0990
 LW0990'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0990'RECOVERED IN GOOD CONDITION.
 LW0990
 LW0990                          STATION RECOVERY (1989)
 LW0990
 LW0990'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0990'RECOVERED IN GOOD CONDITION.
 LW0990
 LW0990                          STATION RECOVERY (1990)
 LW0990
 LW0990'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0688 ***********************************************************************
 LW0688  DESIGNATION -  H 23
 LW0688  PID         -  LW0688
 LW0688  STATE/COUNTY-  RI/WASHINGTON
 LW0688  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0688
 LW0688                         *CURRENT SURVEY CONTROL
 LW0688  ___________________________________________________________________
 LW0688* NAD 83(1986)-  41 29 17.     (N)    071 26 52.     (W)     SCALED    
 LW0688* NAVD 88     -         3.242  (meters)      10.64   (feet)  ADJUSTED  
 LW0688  ___________________________________________________________________
 LW0688  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW0688  DYNAMIC HT  -           3.241 (meters)      10.63  (feet)  COMP
 LW0688  MODELED GRAV-     980,281.2   (mgal)                       NAVD 88
 LW0688
 LW0688  VERT ORDER  -  SECOND    CLASS 0
 LW0688
 LW0688.The horizontal coordinates were scaled from a topographic map and have
 LW0688.an estimated accuracy of +/- 6 seconds.
 LW0688
 LW0688.The orthometric height was determined by differential leveling
 LW0688.and adjusted by the National Geodetic Survey in June 1991..
 LW0688
 LW0688.The geoid height was determined by GEOID03.
 LW0688
 LW0688.The dynamic height is computed by dividing the NAVD 88
 LW0688.geopotential number by the normal gravity value computed on the
 LW0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0688.degrees latitude (g = 980.6199 gals.).
 LW0688
 LW0688.The modeled gravity was interpolated from observed gravity values.
 LW0688
 LW0688;                    North         East    Units  Estimated Accuracy
 LW0688;SPC RI       -    44,950.      104,360.      MT  (+/- 180 meters Scaled)
 LW0688
 LW0688                          SUPERSEDED SURVEY CONTROL
 LW0688
 LW0688  NGVD 29 (??/??/92)    3.518  (m)           11.54   (f) ADJ UNCH    2 0
 LW0688
 LW0688.Superseded values are not recommended for survey control.
 LW0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0688.See file dsdata.txt to determine how the superseded data were derived.
 LW0688
 LW0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF956958(NAD 83)
 LW0688_MARKER: DD = SURVEY DISK
 LW0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0688_SP_SET: BRIDGE
 LW0688_STAMPING: H 23
 LW0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0688+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW0688
 LW0688  HISTORY     - Date     Condition        Report By
 LW0688  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0688  HISTORY     - 1969     GOOD             NGS
 LW0688  HISTORY     - 1989     GOOD             USPSQD
 LW0688  HISTORY     - 20060630 GOOD             USPSQD
 LW0688
 LW0688                          STATION DESCRIPTION
 LW0688
 LW0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0688'6.4 MI NE FROM WAKEFIELD.
 LW0688'5.6 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0688'POND STREET AT WAKEFIELD, THENCE 0.75 MILE EAST ALONG OLD
 LW0688'STATE HIGHWAY 138, 0.7 MILE WEST OF THE JUNCTION OF STATE HIGHWAY
 LW0688'1A, SET ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE BASE FOR
 LW0688'THE SOUTH CONCRETE BANNISTER OF THE HIGHWAY BRIDGE OVER THE
 LW0688'PETTAQUAMSCUTT RIVER, (BRIDGE NO. 344), 22.5 FEET SOUTH OF THE
 LW0688'CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE
 LW0688'HIGHWAY.  NOTE-- MARK MAY BE REACHED BY GOING 4.8 MILES NORTHEAST
 LW0688'ALONG STATE HIGHWAY 1A FROM THE POST OFFICE AT NARRAGANSETT,
 LW0688'THENCE 0.7 MILE WEST ALONG OLD STATE HIGHWAY 138.  DISK STAMPED
 LW0688'BY THIS PARTY IN 1969.
 LW0688
 LW0688                          STATION RECOVERY (1989)
 LW0688
 LW0688'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0688'RECOVERED IN GOOD CONDITION.
 LW0688
 LW0688                          STATION RECOVERY (2006)
 LW0688
 LW0688'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0335 ***********************************************************************
 LW0335  DESIGNATION -  H 24
 LW0335  PID         -  LW0335
 LW0335  STATE/COUNTY-  RI/PROVIDENCE
 LW0335  USGS QUAD   -  PROVIDENCE (1975)
 LW0335
 LW0335                         *CURRENT SURVEY CONTROL
 LW0335  ___________________________________________________________________
 LW0335* NAD 83(1986)-  41 48 57.     (N)    071 24 49.     (W)     SCALED    
 LW0335* NAVD 88     -        16.502  (meters)      54.14   (feet)  ADJUSTED  
 LW0335  ___________________________________________________________________
 LW0335  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW0335  DYNAMIC HT  -          16.497 (meters)      54.12  (feet)  COMP
 LW0335  MODELED GRAV-     980,317.8   (mgal)                       NAVD 88
 LW0335
 LW0335  VERT ORDER  -  SECOND    CLASS 0
 LW0335
 LW0335.The horizontal coordinates were scaled from a topographic map and have
 LW0335.an estimated accuracy of +/- 6 seconds.
 LW0335
 LW0335.The orthometric height was determined by differential leveling
 LW0335.and adjusted by the National Geodetic Survey in June 1991..
 LW0335
 LW0335.The geoid height was determined by GEOID03.
 LW0335
 LW0335.The dynamic height is computed by dividing the NAVD 88
 LW0335.geopotential number by the normal gravity value computed on the
 LW0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0335.degrees latitude (g = 980.6199 gals.).
 LW0335
 LW0335.The modeled gravity was interpolated from observed gravity values.
 LW0335
 LW0335;                    North         East    Units  Estimated Accuracy
 LW0335;SPC RI       -    81,360.      107,180.      MT  (+/- 180 meters Scaled)
 LW0335
 LW0335                          SUPERSEDED SURVEY CONTROL
 LW0335
 LW0335  NGVD 29 (??/??/92)   16.750  (m)           54.95   (f) ADJ UNCH    2 0
 LW0335
 LW0335.Superseded values are not recommended for survey control.
 LW0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0335.See file dsdata.txt to determine how the superseded data were derived.
 LW0335
 LW0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG995321(NAD 83)
 LW0335_MARKER: DB = BENCH MARK DISK
 LW0335_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW0335_SP_SET: GUARD RAIL
 LW0335_STAMPING: H 24 1969
 LW0335_MARK LOGO: CGS   
 LW0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0335
 LW0335  HISTORY     - Date     Condition        Report By
 LW0335  HISTORY     - 1969     MONUMENTED       CGS
 LW0335  HISTORY     - 1985     GOOD             RIGS
 LW0335
 LW0335                          STATION DESCRIPTION
 LW0335
 LW0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0335'AT PROVIDENCE.
 LW0335'AT PROVIDENCE, AT THE JUNCTION OF INTERSTATE HIGHWAY 95 AND 195,
 LW0335'SET IN THE TOP AND 2.0 FEET SOUTH OF THE NORTH END OF THE EAST
 LW0335'CONCRETE BASE FOR THE EAST IRON GUARD RAIL OF THE OVERPASS OF THE
 LW0335'CONNECTING LANE OVER I 95 NORTHBOUND LANE FROM THE WESTBOUND
 LW0335'LANE OF I 195 TO THE SOUTHBOUND LANE OF I 95, 3 FEET EAST OF THE
 LW0335'EAST CURB OF THE CONNECTING LANE, 0.6 FOOT WEST OF THE EAST EDGE
 LW0335'OF THE CONCRETE BASE AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0335
 LW0335                          STATION RECOVERY (1985)
 LW0335
 LW0335'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1197 ***********************************************************************
 LW1197  DESIGNATION -  H 25
 LW1197  PID         -  LW1197
 LW1197  STATE/COUNTY-  RI/PROVIDENCE
 LW1197  USGS QUAD   -  CHEPACHET (1975)
 LW1197
 LW1197                         *CURRENT SURVEY CONTROL
 LW1197  ___________________________________________________________________
 LW1197* NAD 83(1986)-  41 54 38.     (N)    071 40 07.     (W)     SCALED    
 LW1197* NAVD 88     -       132.293  (meters)     434.03   (feet)  ADJUSTED  
 LW1197  ___________________________________________________________________
 LW1197  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1197  DYNAMIC HT  -         132.248 (meters)     433.88  (feet)  COMP
 LW1197  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LW1197
 LW1197  VERT ORDER  -  SECOND    CLASS 0
 LW1197
 LW1197.The horizontal coordinates were scaled from a topographic map and have
 LW1197.an estimated accuracy of +/- 6 seconds.
 LW1197
 LW1197.The orthometric height was determined by differential leveling
 LW1197.and adjusted by the National Geodetic Survey in June 1991..
 LW1197
 LW1197.The geoid height was determined by GEOID03.
 LW1197
 LW1197.The dynamic height is computed by dividing the NAVD 88
 LW1197.geopotential number by the normal gravity value computed on the
 LW1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1197.degrees latitude (g = 980.6199 gals.).
 LW1197
 LW1197.The modeled gravity was interpolated from observed gravity values.
 LW1197
 LW1197;                    North         East    Units  Estimated Accuracy
 LW1197;SPC RI       -    91,890.       86,010.      MT  (+/- 180 meters Scaled)
 LW1197
 LW1197                          SUPERSEDED SURVEY CONTROL
 LW1197
 LW1197  NGVD 29 (??/??/92)  132.537  (m)          434.83   (f) ADJ UNCH    2 0
 LW1197
 LW1197.Superseded values are not recommended for survey control.
 LW1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1197.See file dsdata.txt to determine how the superseded data were derived.
 LW1197
 LW1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG786432(NAD 83)
 LW1197_MARKER: DB = BENCH MARK DISK
 LW1197_SETTING: 80 = SET IN A BOULDER
 LW1197_SP_SET: BOULDER
 LW1197_STAMPING: H 25 1969
 LW1197_MARK LOGO: CGS   
 LW1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1197+STABILITY: SURFACE MOTION
 LW1197
 LW1197  HISTORY     - Date     Condition        Report By
 LW1197  HISTORY     - 1969     MONUMENTED       CGS
 LW1197  HISTORY     - 1986     GOOD             RIGS
 LW1197  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1197  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1197  HISTORY     - 19900524 MARK NOT FOUND   USPSQD
 LW1197
 LW1197                          STATION DESCRIPTION
 LW1197
 LW1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1197'AT CHEPACHET.
 LW1197'AT CHEPACHET, ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 102 FROM
 LW1197'THE NORTH JUNCTION OF U.S. HIGHWAY 44, ABOUT 0.2 MILE NORTH OF
 LW1197'THE SOUTH JUNCTION OF U.S. HIGHWAY 44, AT THE NORTHEAST CORNER
 LW1197'OF THE PROPERTY OF THE RHODE ISLAND STATE POLICE, ABOUT 55 YARDS
 LW1197'NORTHEAST OF THE NORTHEAST CORNER OF THE STATE POLICE BUILDING,
 LW1197'SET IN THE TOP OF A ROCK WHICH IS 10 FEET LONG-4 1/2 FEET WIDE
 LW1197'AND 1 1/2 FEET HIGH AT THE EAST CORNER, 47 FEET WEST OF THE
 LW1197'CENTER LINE OF THE HIGHWAY, 4.8 FEET WEST OF THE EAST CORNER
 LW1197'OF THE ROCK AND ABOUT LEVEL WITH THE HIGHWAY.
 LW1197
 LW1197                          STATION RECOVERY (1986)
 LW1197
 LW1197'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1197'RECOVERED IN GOOD CONDITION.
 LW1197
 LW1197                          STATION RECOVERY (1987)
 LW1197
 LW1197'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1197'MARK NOT FOUND.
 LW1197
 LW1197                          STATION RECOVERY (1988)
 LW1197
 LW1197'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1197'MARK NOT FOUND.
 LW1197
 LW1197                          STATION RECOVERY (1990)
 LW1197
 LW1197'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1270 ***********************************************************************
 LW1270  DESIGNATION -  H 26
 LW1270  PID         -  LW1270
 LW1270  STATE/COUNTY-  RI/PROVIDENCE
 LW1270  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1270
 LW1270                         *CURRENT SURVEY CONTROL
 LW1270  ___________________________________________________________________
 LW1270* NAD 83(1986)-  41 50 17.     (N)    071 37 09.     (W)     SCALED    
 LW1270* NAVD 88     -       116.132  (meters)     381.01   (feet)  ADJUSTED  
 LW1270  ___________________________________________________________________
 LW1270  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW1270  DYNAMIC HT  -         116.092 (meters)     380.88  (feet)  COMP
 LW1270  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 LW1270
 LW1270  VERT ORDER  -  SECOND    CLASS 0
 LW1270
 LW1270.The horizontal coordinates were scaled from a topographic map and have
 LW1270.an estimated accuracy of +/- 6 seconds.
 LW1270
 LW1270.The orthometric height was determined by differential leveling
 LW1270.and adjusted by the National Geodetic Survey in June 1991..
 LW1270
 LW1270.The geoid height was determined by GEOID03.
 LW1270
 LW1270.The dynamic height is computed by dividing the NAVD 88
 LW1270.geopotential number by the normal gravity value computed on the
 LW1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1270.degrees latitude (g = 980.6199 gals.).
 LW1270
 LW1270.The modeled gravity was interpolated from observed gravity values.
 LW1270
 LW1270;                    North         East    Units  Estimated Accuracy
 LW1270;SPC RI       -    83,830.       90,100.      MT  (+/- 180 meters Scaled)
 LW1270
 LW1270                          SUPERSEDED SURVEY CONTROL
 LW1270
 LW1270  NGVD 29 (??/??/92)  116.378  (m)          381.82   (f) ADJ UNCH    2 0
 LW1270
 LW1270.Superseded values are not recommended for survey control.
 LW1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1270.See file dsdata.txt to determine how the superseded data were derived.
 LW1270
 LW1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG825351(NAD 83)
 LW1270_MARKER: DB = BENCH MARK DISK
 LW1270_SETTING: 66 = SET IN ROCK OUTCROP
 LW1270_SP_SET: ROCK CUT
 LW1270_STAMPING: H 26 1969
 LW1270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1270+STABILITY: POSITION/ELEVATION WELL
 LW1270
 LW1270  HISTORY     - Date     Condition        Report By
 LW1270  HISTORY     - 1969     MONUMENTED       CGS
 LW1270
 LW1270                          STATION DESCRIPTION
 LW1270
 LW1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1270'2.3 MI NW FROM NORTH SCITUATE.
 LW1270'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1270'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 1.9 MILES WEST ALONG
 LW1270'U.S. HIGHWAY 6, ABOUT 0.35 MILE SOUTHWEST OF THE JUNCTION OF
 LW1270'STATE HIGHWAY 101, SET IN THE TOP OF THE HIGHEST POINT OF A ROCK
 LW1270'WHICH IS ABOUT 50 FEET LONG-10 FEET HIGH AND IS PART OF A LONG
 LW1270'HIGH CUT, 56 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 LW1270'10 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0571 ***********************************************************************
 LW0571  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0571  DESIGNATION -  H 27
 LW0571  PID         -  LW0571
 LW0571  STATE/COUNTY-  RI/NEWPORT
 LW0571  USGS QUAD   -  BRISTOL (1975)
 LW0571
 LW0571                         *CURRENT SURVEY CONTROL
 LW0571  ___________________________________________________________________
 LW0571* NAD 83(1986)-  41 38 15.     (N)    071 15 11.     (W)     SCALED    
 LW0571* NAVD 88     -         2.574  (meters)       8.44   (feet)  ADJUSTED  
 LW0571  ___________________________________________________________________
 LW0571  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW0571  DYNAMIC HT  -           2.573 (meters)       8.44  (feet)  COMP
 LW0571  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 LW0571
 LW0571  VERT ORDER  -  SECOND    CLASS 0
 LW0571
 LW0571.The horizontal coordinates were scaled from a topographic map and have
 LW0571.an estimated accuracy of +/- 6 seconds.
 LW0571
 LW0571.The orthometric height was determined by differential leveling
 LW0571.and adjusted by the National Geodetic Survey in June 1991..
 LW0571
 LW0571.This Tidal Bench Mark is designated as VM 2148
 LW0571.by the Center for Operational Oceanographic Products and Services.
 LW0571
 LW0571.The geoid height was determined by GEOID03.
 LW0571
 LW0571.The dynamic height is computed by dividing the NAVD 88
 LW0571.geopotential number by the normal gravity value computed on the
 LW0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0571.degrees latitude (g = 980.6199 gals.).
 LW0571
 LW0571.The modeled gravity was interpolated from observed gravity values.
 LW0571
 LW0571;                    North         East    Units  Estimated Accuracy
 LW0571;SPC RI       -    61,580.      120,580.      MT  (+/- 180 meters Scaled)
 LW0571
 LW0571                          SUPERSEDED SURVEY CONTROL
 LW0571
 LW0571  NGVD 29 (??/??/92)    2.834  (m)            9.30   (f) ADJ UNCH    2 0
 LW0571
 LW0571.Superseded values are not recommended for survey control.
 LW0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0571.See file dsdata.txt to determine how the superseded data were derived.
 LW0571
 LW0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG123119(NAD 83)
 LW0571_MARKER: DB = BENCH MARK DISK
 LW0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0571_SP_SET: RETAINING WALL
 LW0571_STAMPING: H 27 1969
 LW0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0571
 LW0571  HISTORY     - Date     Condition        Report By
 LW0571  HISTORY     - 1969     MONUMENTED       CGS
 LW0571
 LW0571                          STATION DESCRIPTION
 LW0571
 LW0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0571'0.4 MI N FROM PORTSMOUTH.
 LW0571'ABOUT 0.3 MILE NORTH ALONG BRISTOL FERRY ROAD FROM THE SOUTH
 LW0571'END OF THE MOUNT HOPE TOLL BRIDGE OVER MOUNT HOPE BAY, THENCE
 LW0571'0.05 MILE NORTH ALONG A BLACK TOP ROAD (PRIVATE ROAD) TO OLD
 LW0571'FERRY LANDING, ALONG THE SHORE OF MOUNT HOPE BAY, ABOUT 0.15
 LW0571'MILE EAST OF THE BRIDGE OVER THE BAY, SET ON THE TOP AND 3.2
 LW0571'FEET WEST OF THE EAST END OF A 2-FOOT HIGH RETAINING WALL, 162
 LW0571'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO-STORIED HOUSE,
 LW0571'92 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY, 96 FEET
 LW0571'EAST OF THE SOUTHWEST CORNER OF THE SEAWALL, ABOUT 36 FEET
 LW0571'SOUTH OF THE HIGH WATER LINE OF THE BAY AND 2 FEET ABOVE THE
 LW0571'LEVEL OF THE GROUND.  NOTE-- MARK MAY BE REACHED BY GOING 3.1
 LW0571'MILES SOUTH ALONG STATE HIGHWAY 114 FROM THE POST OFFICE AT BRISTOL,
 LW0571'THENCE 0.3 MILE NORTH ALONG BRISTOL FERRY ROAD, THENCE 0.05 MILE
 LW0571'NORTH ALONG A PRIVATE ROAD TO WATER EDGE AND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0252 ***********************************************************************
 LW0252  DESIGNATION -  H 28
 LW0252  PID         -  LW0252
 LW0252  STATE/COUNTY-  RI/NEWPORT
 LW0252  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0252
 LW0252                         *CURRENT SURVEY CONTROL
 LW0252  ___________________________________________________________________
 LW0252* NAD 83(1986)-  41 33 49.     (N)    071 17 07.     (W)     SCALED    
 LW0252* NAVD 88     -        47.503  (meters)     155.85   (feet)  ADJUSTED  
 LW0252  ___________________________________________________________________
 LW0252  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW0252  DYNAMIC HT  -          47.487 (meters)     155.80  (feet)  COMP
 LW0252  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 LW0252
 LW0252  VERT ORDER  -  SECOND    CLASS 0
 LW0252
 LW0252.The horizontal coordinates were scaled from a topographic map and have
 LW0252.an estimated accuracy of +/- 6 seconds.
 LW0252
 LW0252.The orthometric height was determined by differential leveling
 LW0252.and adjusted by the National Geodetic Survey in June 1991..
 LW0252
 LW0252.The geoid height was determined by GEOID03.
 LW0252
 LW0252.The dynamic height is computed by dividing the NAVD 88
 LW0252.geopotential number by the normal gravity value computed on the
 LW0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0252.degrees latitude (g = 980.6199 gals.).
 LW0252
 LW0252.The modeled gravity was interpolated from observed gravity values.
 LW0252
 LW0252;                    North         East    Units  Estimated Accuracy
 LW0252;SPC RI       -    53,360.      117,910.      MT  (+/- 180 meters Scaled)
 LW0252
 LW0252                          SUPERSEDED SURVEY CONTROL
 LW0252
 LW0252  NGVD 29 (??/??/92)   47.766  (m)          156.71   (f) ADJ UNCH    2 0
 LW0252
 LW0252.Superseded values are not recommended for survey control.
 LW0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0252.See file dsdata.txt to determine how the superseded data were derived.
 LW0252
 LW0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG094038(NAD 83)
 LW0252_MARKER: DB = BENCH MARK DISK
 LW0252_SETTING: 66 = SET IN ROCK OUTCROP
 LW0252_SP_SET: BEDROCK
 LW0252_STAMPING: H 28 1969
 LW0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0252+STABILITY: POSITION/ELEVATION WELL
 LW0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0252+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 LW0252
 LW0252  HISTORY     - Date     Condition        Report By
 LW0252  HISTORY     - 1969     MONUMENTED       CGS
 LW0252  HISTORY     - 19941013 GOOD             USPSQD
 LW0252  HISTORY     - 20040917 GOOD             USPSQD
 LW0252
 LW0252                          STATION DESCRIPTION
 LW0252
 LW0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0252'5 MI N FROM NEWPORT.
 LW0252'ABOUT 5.0 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0252'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, 1.6 MILE SOUTH OF THE
 LW0252'MELVILLE ELEMENTARY SCHOOL, ON THE PROPERTY OF JOSEPH ALMEIDA
 LW0252'AND SONS, SET IN THE TOP OF A 10-BY-3-FOOT EXPOSED PART OF A MASS
 LW0252'OF BEDROCK, 132 FEET NORTHEAST OF THE NORTHEAST SIDE OF A
 LW0252'MASONARY PILLAR AT DRIVEWAY, 152 FEET NORTHEAST OF THE CENTER
 LW0252'LINE OF A DRIVEWAY, 85 FEET NORTHWEST OF THE CENTER LINE OF THE
 LW0252'HIGHWAY, 2 FEET SOUTH OF THE NORTH EDGE OF THE ROCK AND ABOUT
 LW0252'LEVEL WITH THE HIGHWAY.
 LW0252
 LW0252                          STATION RECOVERY (1994)
 LW0252
 LW0252'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0252'RECOVERED IN GOOD CONDITION.
 LW0252
 LW0252                          STATION RECOVERY (2004)
 LW0252
 LW0252'RECOVERY NOTE BY US POWER SQUADRON 2004 (TG)
 LW0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0691 ***********************************************************************
 MY0691  DESIGNATION -  H 29
 MY0691  PID         -  MY0691
 MY0691  STATE/COUNTY-  RI/PROVIDENCE
 MY0691  USGS QUAD   -  FRANKLIN (1979)
 MY0691
 MY0691                         *CURRENT SURVEY CONTROL
 MY0691  ___________________________________________________________________
 MY0691* NAD 83(1986)-  42 00 11.     (N)    071 29 49.     (W)     SCALED    
 MY0691* NAVD 88     -        46.260  (meters)     151.77   (feet)  ADJUSTED  
 MY0691  ___________________________________________________________________
 MY0691  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 MY0691  DYNAMIC HT  -          46.245 (meters)     151.72  (feet)  COMP
 MY0691  MODELED GRAV-     980,307.1   (mgal)                       NAVD 88
 MY0691
 MY0691  VERT ORDER  -  SECOND    CLASS 0
 MY0691
 MY0691.The horizontal coordinates were scaled from a topographic map and have
 MY0691.an estimated accuracy of +/- 6 seconds.
 MY0691
 MY0691.The orthometric height was determined by differential leveling
 MY0691.and adjusted by the National Geodetic Survey in June 1991..
 MY0691
 MY0691.The geoid height was determined by GEOID03.
 MY0691
 MY0691.The dynamic height is computed by dividing the NAVD 88
 MY0691.geopotential number by the normal gravity value computed on the
 MY0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0691.degrees latitude (g = 980.6199 gals.).
 MY0691
 MY0691.The modeled gravity was interpolated from observed gravity values.
 MY0691
 MY0691;                    North         East    Units  Estimated Accuracy
 MY0691;SPC RI       -   102,150.      100,250.      MT  (+/- 180 meters Scaled)
 MY0691
 MY0691                          SUPERSEDED SURVEY CONTROL
 MY0691
 MY0691  NGVD 29 (??/??/92)   46.497  (m)          152.55   (f) ADJ UNCH    2 0
 MY0691
 MY0691.Superseded values are not recommended for survey control.
 MY0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0691.See file dsdata.txt to determine how the superseded data were derived.
 MY0691
 MY0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG932531(NAD 83)
 MY0691_MARKER: DB = BENCH MARK DISK
 MY0691_SETTING: 66 = SET IN ROCK OUTCROP
 MY0691_SP_SET: ROCK CUT
 MY0691_STAMPING: H 29 1969
 MY0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY0691+STABILITY: POSITION/ELEVATION WELL
 MY0691
 MY0691  HISTORY     - Date     Condition        Report By
 MY0691  HISTORY     - 1969     MONUMENTED       CGS
 MY0691
 MY0691                          STATION DESCRIPTION
 MY0691
 MY0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MY0691'AT WOONSOCKET.
 MY0691'AT WOONSOCKET, ABOUT 0.1 MILE SOUTHWEST CROSS-COUNTRY FROM THE
 MY0691'WOONSOCKET HOSPITAL, 99 FEET SOUTHEAST OF THE CENTER OF THE EAST
 MY0691'JUNCTION OF STATE HIGHWAYS 122 AND 126, SET IN THE TOP OF THE
 MY0691'SOUTH END OF A ROCK CUT WHICH IS 120 FEET LONG AND 30 FEET HIGH
 MY0691'(THE NORTH ONE OF TWO ROCK CUTS), 20.3 FEET EAST OF THE EAST CURB
 MY0691'OF STATE HIGHWAY 122, 2 FEET NORTH OF THE SOUTH END OF THE ROCK
 MY0691'AND 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0484 ***********************************************************************
 LW0484  DESIGNATION -  H 3
 LW0484  PID         -  LW0484
 LW0484  STATE/COUNTY-  RI/NEWPORT
 LW0484  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0484
 LW0484                         *CURRENT SURVEY CONTROL
 LW0484  ___________________________________________________________________
 LW0484* NAD 83(1986)-  41 31 30.     (N)    071 18 35.     (W)     SCALED    
 LW0484* NAVD 88     -         6.925  (meters)      22.72   (feet)  ADJUSTED  
 LW0484  ___________________________________________________________________
 LW0484  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW0484  DYNAMIC HT  -           6.923 (meters)      22.71  (feet)  COMP
 LW0484  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 LW0484
 LW0484  VERT ORDER  -  SECOND    CLASS 0
 LW0484
 LW0484.The horizontal coordinates were scaled from a topographic map and have
 LW0484.an estimated accuracy of +/- 6 seconds.
 LW0484
 LW0484.The orthometric height was determined by differential leveling
 LW0484.and adjusted by the National Geodetic Survey in June 1991..
 LW0484
 LW0484.The geoid height was determined by GEOID03.
 LW0484
 LW0484.The dynamic height is computed by dividing the NAVD 88
 LW0484.geopotential number by the normal gravity value computed on the
 LW0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0484.degrees latitude (g = 980.6199 gals.).
 LW0484
 LW0484.The modeled gravity was interpolated from observed gravity values.
 LW0484
 LW0484;                    North         East    Units  Estimated Accuracy
 LW0484;SPC RI       -    49,070.      115,880.      MT  (+/- 180 meters Scaled)
 LW0484
 LW0484                          SUPERSEDED SURVEY CONTROL
 LW0484
 LW0484  NGVD 29 (??/??/92)    7.185  (m)           23.57   (f) ADJ UNCH    2 0
 LW0484
 LW0484.Superseded values are not recommended for survey control.
 LW0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0484.See file dsdata.txt to determine how the superseded data were derived.
 LW0484
 LW0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF072996(NAD 83)
 LW0484_MARKER: DB = BENCH MARK DISK
 LW0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0484_SP_SET: CONCRETE ISLAND
 LW0484_STAMPING: H 3 1943
 LW0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0484
 LW0484  HISTORY     - Date     Condition        Report By
 LW0484  HISTORY     - 1943     MONUMENTED       CGS
 LW0484  HISTORY     - 1969     GOOD             NGS
 LW0484
 LW0484                          STATION DESCRIPTION
 LW0484
 LW0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0484'AT NEWPORT.
 LW0484'AT NEWPORT, AT THE U.S. NAVAL BASE, CODDINGTON COVE, 0.15 MILE
 LW0484'WEST ALONG A STREET FROM THE PUBLIC WORKS BUILDING NO. 1, THENCE
 LW0484'0.2 MILE SOUTH ALONG DEFENCE HIGHWAY, ALONG THE WEST SIDE OF THE
 LW0484'PENN CENTRAL RAILROAD, SET ON THE TOP AND 1.3 FEET SOUTH OF THE
 LW0484'NORTH END OF A 9-BY-3 1/2 FOOT CONCRETE ISLAND NEAR THE SOUTH
 LW0484'END OF A SIDEWALK, 79 FEET NORTH OF THE CENTER LINE OF AN
 LW0484'EAST-WEST STREET, 34 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LW0484'STREET, 38.7 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE NSC
 LW0484'SERVMART BUILDING NO. 6 AND 1/2 FOOT ABOVE THE LEVEL OF THE
 LW0484'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0395 ***********************************************************************
 LW0395  DESIGNATION -  H 30
 LW0395  PID         -  LW0395
 LW0395  STATE/COUNTY-  RI/KENT
 LW0395  USGS QUAD   -  EAST GREENWICH (1975)
 LW0395
 LW0395                         *CURRENT SURVEY CONTROL
 LW0395  ___________________________________________________________________
 LW0395* NAD 83(1986)-  41 43 27.     (N)    071 28 50.     (W)     SCALED    
 LW0395* NAVD 88     -        19.862  (meters)      65.16   (feet)  ADJUSTED  
 LW0395  ___________________________________________________________________
 LW0395  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW0395  DYNAMIC HT  -          19.855 (meters)      65.14  (feet)  COMP
 LW0395  MODELED GRAV-     980,289.8   (mgal)                       NAVD 88
 LW0395
 LW0395  VERT ORDER  -  SECOND    CLASS 0
 LW0395
 LW0395.The horizontal coordinates were scaled from a topographic map and have
 LW0395.an estimated accuracy of +/- 6 seconds.
 LW0395
 LW0395.The orthometric height was determined by differential leveling
 LW0395.and adjusted by the National Geodetic Survey in June 1991..
 LW0395
 LW0395.The geoid height was determined by GEOID03.
 LW0395
 LW0395.The dynamic height is computed by dividing the NAVD 88
 LW0395.geopotential number by the normal gravity value computed on the
 LW0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0395.degrees latitude (g = 980.6199 gals.).
 LW0395
 LW0395.The modeled gravity was interpolated from observed gravity values.
 LW0395
 LW0395;                    North         East    Units  Estimated Accuracy
 LW0395;SPC RI       -    71,170.      101,620.      MT  (+/- 180 meters Scaled)
 LW0395
 LW0395                          SUPERSEDED SURVEY CONTROL
 LW0395
 LW0395  NGVD 29 (??/??/92)   20.119  (m)           66.01   (f) ADJ UNCH    2 0
 LW0395
 LW0395.Superseded values are not recommended for survey control.
 LW0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0395.See file dsdata.txt to determine how the superseded data were derived.
 LW0395
 LW0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG936221(NAD 83)
 LW0395_MARKER: DB = BENCH MARK DISK
 LW0395_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW0395_SP_SET: GUARD RAIL
 LW0395_STAMPING: H 30 1969
 LW0395_MARK LOGO: CGS   
 LW0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0395
 LW0395  HISTORY     - Date     Condition        Report By
 LW0395  HISTORY     - 1969     MONUMENTED       CGS
 LW0395  HISTORY     - 1986     GOOD             RIGS
 LW0395
 LW0395                          STATION DESCRIPTION
 LW0395
 LW0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0395'AT WARWICK.
 LW0395'AT WARWICK, ABOUT 0.7 MILE NORTH ALONG INTERSTATE HIGHWAY 295
 LW0395'FROM THE EAST AVENUE OVERPASS, IN THE PONTIAC SECTION OF WARWICK,
 LW0395'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE GUARD
 LW0395'RAIL BASE FOR THE NORTHBOUND LANE OF THE INTERSTATE HIGHWAY 295
 LW0395'OVERPASS OVER STATE HIGHWAY 2 (BALD HILL ROAD), 25 FEET EAST OF
 LW0395'THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 11.5
 LW0395'FEET SOUTH OF THE NORTH END OF THE GUARD RAIL AND 1 FOOT ABOVE
 LW0395'THE LEVEL OF THE HIGHWAY.
 LW0395
 LW0395                          STATION RECOVERY (1986)
 LW0395
 LW0395'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0327 ***********************************************************************
 LW0327  DESIGNATION -  H 31
 LW0327  PID         -  LW0327
 LW0327  STATE/COUNTY-  RI/PROVIDENCE
 LW0327  USGS QUAD   -  PROVIDENCE (1975)
 LW0327
 LW0327                         *CURRENT SURVEY CONTROL
 LW0327  ___________________________________________________________________
 LW0327* NAD 83(1986)-  41 52 16.     (N)    071 23 54.     (W)     SCALED    
 LW0327* NAVD 88     -        22.468  (meters)      73.71   (feet)  ADJUSTED  
 LW0327  ___________________________________________________________________
 LW0327  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW0327  DYNAMIC HT  -          22.461 (meters)      73.69  (feet)  COMP
 LW0327  MODELED GRAV-     980,326.2   (mgal)                       NAVD 88
 LW0327
 LW0327  VERT ORDER  -  SECOND    CLASS 0
 LW0327
 LW0327.The horizontal coordinates were scaled from a topographic map and have
 LW0327.an estimated accuracy of +/- 6 seconds.
 LW0327
 LW0327.The orthometric height was determined by differential leveling
 LW0327.and adjusted by the National Geodetic Survey in June 1991..
 LW0327
 LW0327.The geoid height was determined by GEOID03.
 LW0327
 LW0327.The dynamic height is computed by dividing the NAVD 88
 LW0327.geopotential number by the normal gravity value computed on the
 LW0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0327.degrees latitude (g = 980.6199 gals.).
 LW0327
 LW0327.The modeled gravity was interpolated from observed gravity values.
 LW0327
 LW0327;                    North         East    Units  Estimated Accuracy
 LW0327;SPC RI       -    87,500.      108,440.      MT  (+/- 180 meters Scaled)
 LW0327
 LW0327                          SUPERSEDED SURVEY CONTROL
 LW0327
 LW0327  NGVD 29 (??/??/92)   22.713  (m)           74.52   (f) ADJ UNCH    2 0
 LW0327
 LW0327.Superseded values are not recommended for survey control.
 LW0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0327.See file dsdata.txt to determine how the superseded data were derived.
 LW0327
 LW0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG009382(NAD 83)
 LW0327_MARKER: DB = BENCH MARK DISK
 LW0327_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0327_SP_SET: ABUTMENT
 LW0327_STAMPING: H 31 1969
 LW0327_MARK LOGO: CGS   
 LW0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0327
 LW0327  HISTORY     - Date     Condition        Report By
 LW0327  HISTORY     - 1969     MONUMENTED       CGS
 LW0327  HISTORY     - 1985     GOOD             RIGS
 LW0327
 LW0327                          STATION DESCRIPTION
 LW0327
 LW0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0327'AT PAWTUCKET.
 LW0327'AT PAWTUCKET, ABOUT 1.3 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY
 LW0327'95 FROM THE EXCHANGE STREET OVERPASS OVER I 95, SET VERTICALLY
 LW0327'IN THE WEST FACE OF THE SOUTH ABUTMENT FOR THE STATE HIGHWAY 122
 LW0327'OVERPASS OVER I 95, 9.4 FEET SOUTH OF THE SOUTH CURB LINE OF THE
 LW0327'NORTHBOUND LANE OF THE HIGHWAY, 2.8 FEET ABOVE THE LEVEL OF THE
 LW0327'GROUND AND 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0327
 LW0327                          STATION RECOVERY (1985)
 LW0327
 LW0327'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0476 ***********************************************************************
 LW0476  DESIGNATION -  H 32
 LW0476  PID         -  LW0476
 LW0476  STATE/COUNTY-  RI/NEWPORT
 LW0476  USGS QUAD   -  WICKFORD (1995)
 LW0476
 LW0476                         *CURRENT SURVEY CONTROL
 LW0476  ___________________________________________________________________
 LW0476* NAD 83(1986)-  41 31 35.     (N)    071 22 41.     (W)     SCALED    
 LW0476* NAVD 88     -        22.738  (meters)      74.60   (feet)  ADJUSTED  
 LW0476  ___________________________________________________________________
 LW0476  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW0476  DYNAMIC HT  -          22.730 (meters)      74.57  (feet)  COMP
 LW0476  MODELED GRAV-     980,295.0   (mgal)                       NAVD 88
 LW0476
 LW0476  VERT ORDER  -  SECOND    CLASS 0
 LW0476
 LW0476.The horizontal coordinates were scaled from a topographic map and have
 LW0476.an estimated accuracy of +/- 6 seconds.
 LW0476
 LW0476.The orthometric height was determined by differential leveling
 LW0476.and adjusted by the National Geodetic Survey in June 1991..
 LW0476
 LW0476.The geoid height was determined by GEOID03.
 LW0476
 LW0476.The dynamic height is computed by dividing the NAVD 88
 LW0476.geopotential number by the normal gravity value computed on the
 LW0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0476.degrees latitude (g = 980.6199 gals.).
 LW0476
 LW0476.The modeled gravity was interpolated from observed gravity values.
 LW0476
 LW0476;                    North         East    Units  Estimated Accuracy
 LW0476;SPC RI       -    49,210.      110,180.      MT  (+/- 180 meters Scaled)
 LW0476
 LW0476                          SUPERSEDED SURVEY CONTROL
 LW0476
 LW0476  NGVD 29 (??/??/92)   23.012  (m)           75.50   (f) ADJ UNCH    2 0
 LW0476
 LW0476.Superseded values are not recommended for survey control.
 LW0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0476.See file dsdata.txt to determine how the superseded data were derived.
 LW0476
 LW0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF015999(NAD 83)
 LW0476_MARKER: DB = BENCH MARK DISK
 LW0476_SETTING: 80 = SET IN A BOULDER
 LW0476_SP_SET: BOULDER
 LW0476_STAMPING: H 32 1969
 LW0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0476+STABILITY: SURFACE MOTION
 LW0476
 LW0476  HISTORY     - Date     Condition        Report By
 LW0476  HISTORY     - 1969     MONUMENTED       CGS
 LW0476  HISTORY     - 1988     GOOD             USPSQD
 LW0476
 LW0476                          STATION DESCRIPTION
 LW0476
 LW0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0476'0.6 MI E FROM JAMESTOWN.
 LW0476'ABOUT 0.65 MILE EAST ALONG STATE HIGHWAY 138 FROM THE EAST END
 LW0476'OF THE LARGE JAMESTOWN BRIDGE OVER WEST NARRAGANSETT BAY PASSAGE,
 LW0476'0.15 MILE WEST OF THE INTERSECTION OF THE HIGHWAY AND NORTH
 LW0476'MAIN ROAD, ON PRIVATE PROPERTY, SET ON THE TOP AND 1.8 FEET
 LW0476'WEST OF THE EAST END OF AN 8-BY-3--FOOT BURIED BOULDER WHICH
 LW0476'PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND, 178 FEET NORTH
 LW0476'OF THE CENTER LINE OF THE HIGHWAY, 70 FEET NORTHWEST OF THE
 LW0476'NORTHWEST CORNER OF A ONE STORY RESIDENCE AND 2 FEET ABOVE THE
 LW0476'LEVEL OF THE HIGHWAY.
 LW0476
 LW0476                          STATION RECOVERY (1988)
 LW0476
 LW0476'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1471 ***********************************************************************
 LW1471  DESIGNATION -  H 33
 LW1471  PID         -  LW1471
 LW1471  STATE/COUNTY-  RI/PROVIDENCE
 LW1471  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1471
 LW1471                         *CURRENT SURVEY CONTROL
 LW1471  ___________________________________________________________________
 LW1471* NAD 83(1986)-  41 55 31.     (N)    071 30 17.     (W)     SCALED    
 LW1471* NAVD 88     -       116.526  (meters)     382.30   (feet)  ADJUSTED  
 LW1471  ___________________________________________________________________
 LW1471  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LW1471  DYNAMIC HT  -         116.489 (meters)     382.18  (feet)  COMP
 LW1471  MODELED GRAV-     980,303.3   (mgal)                       NAVD 88
 LW1471
 LW1471  VERT ORDER  -  SECOND    CLASS 0
 LW1471
 LW1471.The horizontal coordinates were scaled from a topographic map and have
 LW1471.an estimated accuracy of +/- 6 seconds.
 LW1471
 LW1471.The orthometric height was determined by differential leveling
 LW1471.and adjusted by the National Geodetic Survey in June 1991..
 LW1471
 LW1471.The geoid height was determined by GEOID03.
 LW1471
 LW1471.The dynamic height is computed by dividing the NAVD 88
 LW1471.geopotential number by the normal gravity value computed on the
 LW1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1471.degrees latitude (g = 980.6199 gals.).
 LW1471
 LW1471.The modeled gravity was interpolated from observed gravity values.
 LW1471
 LW1471;                    North         East    Units  Estimated Accuracy
 LW1471;SPC RI       -    93,510.       99,610.      MT  (+/- 180 meters Scaled)
 LW1471
 LW1471                          SUPERSEDED SURVEY CONTROL
 LW1471
 LW1471  NGVD 29 (??/??/92)  116.767  (m)          383.09   (f) ADJ UNCH    2 0
 LW1471
 LW1471.Superseded values are not recommended for survey control.
 LW1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1471.See file dsdata.txt to determine how the superseded data were derived.
 LW1471
 LW1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG923445(NAD 83)
 LW1471_MARKER: DB = BENCH MARK DISK
 LW1471_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1471_SP_SET: ABUTMENT
 LW1471_STAMPING: H 33 1969
 LW1471_MARK LOGO: CGS   
 LW1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1471
 LW1471  HISTORY     - Date     Condition        Report By
 LW1471  HISTORY     - 1969     MONUMENTED       CGS
 LW1471  HISTORY     - 1985     GOOD             RIGS
 LW1471
 LW1471                          STATION DESCRIPTION
 LW1471
 LW1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1471'4 MI N FROM GEORGIAVILLE.
 LW1471'ABOUT 1.85 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM THE
 LW1471'GEORGIAVILLE BAPTIST CHURCH AT GEORGIAVILLE, THENCE 2.2 MILES
 LW1471'NORTHEAST ALONG STATE HIGHWAY 116, SET ON THE TOP OF THE NORTHWEST
 LW1471'END OF THE NORTHEAST ABUTMENT FOR THE STATE HIGHWAY 116 OVERPASS
 LW1471'OVER INTERSTATE HIGHWAY 295, 27 FEET NORTHWEST OF THE CENTER LINE
 LW1471'OF STATE HIGHWAY 116 AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW1471
 LW1471                          STATION RECOVERY (1985)
 LW1471
 LW1471'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0701 ***********************************************************************
 LW0701  DESIGNATION -  H 34
 LW0701  PID         -  LW0701
 LW0701  STATE/COUNTY-  RI/NEWPORT
 LW0701  USGS QUAD   -  NEWPORT (1975)
 LW0701
 LW0701                         *CURRENT SURVEY CONTROL
 LW0701  ___________________________________________________________________
 LW0701* NAD 83(1986)-  41 28 39.     (N)    071 21 31.     (W)     SCALED    
 LW0701* NAVD 88     -         2.084  (meters)       6.84   (feet)  ADJUSTED  
 LW0701  ___________________________________________________________________
 LW0701  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW0701  DYNAMIC HT  -           2.084 (meters)       6.84  (feet)  COMP
 LW0701  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 LW0701
 LW0701  VERT ORDER  -  SECOND    CLASS 0
 LW0701
 LW0701.The horizontal coordinates were scaled from a topographic map and have
 LW0701.an estimated accuracy of +/- 6 seconds.
 LW0701
 LW0701.The orthometric height was determined by differential leveling
 LW0701.and adjusted by the National Geodetic Survey in June 1991..
 LW0701
 LW0701.The geoid height was determined by GEOID03.
 LW0701
 LW0701.The dynamic height is computed by dividing the NAVD 88
 LW0701.geopotential number by the normal gravity value computed on the
 LW0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0701.degrees latitude (g = 980.6199 gals.).
 LW0701
 LW0701.The modeled gravity was interpolated from observed gravity values.
 LW0701
 LW0701;                    North         East    Units  Estimated Accuracy
 LW0701;SPC RI       -    43,790.      111,810.      MT  (+/- 180 meters Scaled)
 LW0701
 LW0701                          SUPERSEDED SURVEY CONTROL
 LW0701
 LW0701  NGVD 29 (??/??/92)    2.358  (m)            7.74   (f) ADJ UNCH    2 0
 LW0701
 LW0701.Superseded values are not recommended for survey control.
 LW0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0701.See file dsdata.txt to determine how the superseded data were derived.
 LW0701
 LW0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF030944(NAD 83)
 LW0701_MARKER: DB = BENCH MARK DISK
 LW0701_SETTING: 66 = SET IN ROCK OUTCROP
 LW0701_SP_SET: BEDROCK
 LW0701_STAMPING: H 34 1960
 LW0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0701+STABILITY: POSITION/ELEVATION WELL
 LW0701
 LW0701  HISTORY     - Date     Condition        Report By
 LW0701  HISTORY     - 1969     MONUMENTED       CGS
 LW0701  HISTORY     - 20051111 POOR             USPSQD
 LW0701
 LW0701                          STATION DESCRIPTION
 LW0701
 LW0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0701'1.6 MI SE FROM JAMESTOWN.
 LW0701'1.0 MILE SOUTH ALONG CANONICUS AVENUE AND WOLCOTT AVENUE FROM
 LW0701'THE JUNCTION OF NARRAGANSETT AVENUE AT JAMESTOWN, THENCE 0.55
 LW0701'MILE EAST ALONG OCEAN STREET, THENCE 0.15 MILE SOUTH ALONG A
 LW0701'STREET THRU GATE LEADING TO U.S. NAVY RESERVATION AT FORT
 LW0701'WETHERILL, THENCE 0.05 MILE SOUTHEAST ALONG STREET TO OLD DOCK,
 LW0701'SET ON THE TOP AND 2 FEET SOUTHWEST OF THE NORTHEAST EDGE OF
 LW0701'ROCK CLIFF, 178 FEET SOUTHWEST OF THE CENTER LINE OF THE STREET
 LW0701'LEADING TO DOCK, 136 FEET NORTHWEST OF THE SOUTH CORNER OF THE
 LW0701'OLD DOCK, 35 FEET NORTH OF THE TOP OF A LARGE U BOLT SET IN
 LW0701'ROCK, 5 FEET NORTH OF THE NORTHWEST CORNER OF A 5 FOOT WIDE
 LW0701'CONCRETE SEA WALL AT THE SOUTH CORNER OF THE OLD DOCK AND 1 FOOT
 LW0701'ABOVE THE LEVEL OF THE CONCRETE SEA WALL.  NOTE-- A RIVER
 LW0701'CROSSING WAS MADE FROM THIS MARK ACROSS NARRAGANSETT BAY EAST
 LW0701'PASSAGE TO VICINITY OF FORT ADAMS ON AQUIDNECK ISLAND.
 LW0701
 LW0701                          STATION RECOVERY (2005)
 LW0701
 LW0701'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW0701'THE SURFACE IS OXIDIZED AND SCRATCHED AND DIFFICULT TO READ.
 LW0701'THE LARGE U BOLT IS BROKEN AND RUSTED AND WILL SOON NOT BE THERE.
 LW0701'COORDINATES BY GPS ARE 41 28 48.1 N  071 21 37.3 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1088 ***********************************************************************
 LW1088  DESIGNATION -  H 9
 LW1088  PID         -  LW1088
 LW1088  STATE/COUNTY-  RI/KENT
 LW1088  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1088
 LW1088                         *CURRENT SURVEY CONTROL
 LW1088  ___________________________________________________________________
 LW1088* NAD 83(1986)-  41 42 11.     (N)    071 41 44.     (W)     SCALED    
 LW1088* NAVD 88     -       158.980  (meters)     521.59   (feet)  ADJUSTED  
 LW1088  ___________________________________________________________________
 LW1088  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW1088  DYNAMIC HT  -         158.924 (meters)     521.40  (feet)  COMP
 LW1088  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 LW1088
 LW1088  VERT ORDER  -  FIRST     CLASS II
 LW1088
 LW1088.The horizontal coordinates were scaled from a topographic map and have
 LW1088.an estimated accuracy of +/- 6 seconds.
 LW1088
 LW1088.The orthometric height was determined by differential leveling
 LW1088.and adjusted by the National Geodetic Survey in June 1991..
 LW1088
 LW1088.The geoid height was determined by GEOID03.
 LW1088
 LW1088.The dynamic height is computed by dividing the NAVD 88
 LW1088.geopotential number by the normal gravity value computed on the
 LW1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1088.degrees latitude (g = 980.6199 gals.).
 LW1088
 LW1088.The modeled gravity was interpolated from observed gravity values.
 LW1088
 LW1088;                    North         East    Units  Estimated Accuracy
 LW1088;SPC RI       -    68,850.       83,720.      MT  (+/- 180 meters Scaled)
 LW1088
 LW1088                          SUPERSEDED SURVEY CONTROL
 LW1088
 LW1088  NGVD 29 (??/??/92)  159.224  (m)          522.39   (f) ADJ UNCH    1 2
 LW1088
 LW1088.Superseded values are not recommended for survey control.
 LW1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1088.See file dsdata.txt to determine how the superseded data were derived.
 LW1088
 LW1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG757203(NAD 83)
 LW1088_MARKER: DB = BENCH MARK DISK
 LW1088_SETTING: 80 = SET IN A BOULDER
 LW1088_SP_SET: BOULDER
 LW1088_STAMPING: H 9 1958
 LW1088_MARK LOGO: CGS   
 LW1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1088+STABILITY: SURFACE MOTION
 LW1088
 LW1088  HISTORY     - Date     Condition        Report By
 LW1088  HISTORY     - 1958     MONUMENTED       CGS
 LW1088  HISTORY     - 1973     POOR             NGS
 LW1088  HISTORY     - 1984     POOR             RIGS
 LW1088  HISTORY     - 1988     POOR             USPSQD
 LW1088  HISTORY     - 19880105 POOR             RIGS
 LW1088  HISTORY     - 1989     POOR             USPSQD
 LW1088
 LW1088                          STATION DESCRIPTION
 LW1088
 LW1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LW1088'0.7 MI N FROM SUMMIT.
 LW1088'LOCATED ALONG EAST SIDE OF HIGHWAY INSTEAD OF WEST SIDE, AS
 LW1088'DESCRIBED IN 1969.  IT APPEARS AN ATTEMPT WAS MADE TO PRY THE
 LW1088'DISK OUT BECAUSE BASE OF DISK IS ABOUT .02 FOOT ABOVE SURFACE
 LW1088'OF ROCK, AND ITS EDGES ARE BENT UP UNTIL THE TOP IS SLIGHTLY
 LW1088'CONCAVE.  THE DISK IS SOLID AND COULD NOT BE TAPPED DOWN INTO
 LW1088'THE ROCK, OR OTHERWISE MOVED, SO WAS LEFT AS FOUND AND RE-ENFORCED
 LW1088'WITH CEMENT.  LOCATED 0.7 MILE NORTH ALONG STATE HIGHWAY 102 FROM
 LW1088'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, AND 0.15 MILE SOUTH
 LW1088'OF CEMETERY, DIAGONALLY ACROSS ROAD FROM 2 HOUSES, 42.5 FEET
 LW1088'EAST OF CENTER LINE OF HIGHWAY 102, 48.5 FEET SOUTHEAST OF
 LW1088'POWER POLE 120, 6 FEET NORTH OF FACE OF STONE FENCE, 5.7 FEET
 LW1088'WEST OF BARB-WIRE FENCE, AT THE INTERSECTION OF THE HIGHWAY AND
 LW1088'A NARROW DIRT ROAD SOUTHEAST (NOT 76 FEET SE AS PREVOUSLY
 LW1088'DESCRIBED), IN A T-JUNCTION OF THE STONE FENCE AND BARB-WIRE
 LW1088'FENCE, AND CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 X 7-FOOT
 LW1088'BOULDER PROJECTING 1-1/2 FEET ABOVE GROUND.  NOTE-- THERE IS A
 LW1088'POSSIBILITY OF THE ELEVATION BEING IN ERROR APPROXIMATELY .02 FOOT.
 LW1088
 LW1088                          STATION RECOVERY (1984)
 LW1088
 LW1088'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1088'RECOVERED IN POOR CONDITION, MARK IS SET SOLIDLY IN A BOULDER, BUT TOP
 LW1088'OF DISK IS DEFORMED (DENTED IN).
 LW1088
 LW1088                          STATION RECOVERY (1988)
 LW1088
 LW1088'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1088'MARK RECOVERED IN POOR CONDITION.
 LW1088
 LW1088                          STATION RECOVERY (1988)
 LW1088
 LW1088'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1088'MARK RECOVERED IN POOR CONDITION.
 LW1088
 LW1088                          STATION RECOVERY (1989)
 LW1088
 LW1088'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1088'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2971 ***********************************************************************
 LW2971  DESIGNATION -  H E C P
 LW2971  PID         -  LW2971
 LW2971  STATE/COUNTY-  RI/NEWPORT
 LW2971  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2971
 LW2971                         *CURRENT SURVEY CONTROL
 LW2971  ___________________________________________________________________
 LW2971* NAD 83(1996)-  41 27 16.82680(N)    071 23 49.77279(W)     ADJUSTED  
 LW2971* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 LW2971  ___________________________________________________________________
 LW2971  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW2971  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW2971
 LW2971  HORZ ORDER  -  THIRD
 LW2971
 LW2971.The horizontal coordinates were established by classical geodetic methods
 LW2971.and adjusted by the National Geodetic Survey in August 1998..
 LW2971
 LW2971.The orthometric height was scaled from a topographic map.
 LW2971
 LW2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2971
 LW2971.The geoid height was determined by GEOID03.
 LW2971
 LW2971;                    North         East     Units Scale Factor Converg.
 LW2971;SPC RI       -    41,245.624   108,592.752   MT  0.99999466   +0 04 05.1
 LW2971;SPC RI       -   135,320.02    356,274.72   sFT  0.99999466   +0 04 05.1
 LW2971;UTM  19      - 4,592,005.927   299,779.700   MT  1.00009337   -1 35 15.0
 LW2971
 LW2971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2971!SPC RI       -   1.00000210  x   0.99999466  =   0.99999676
 LW2971!UTM  19      -   1.00000210  x   1.00009337  =   1.00009547
 LW2971
 LW2971|---------------------------------------------------------------------|
 LW2971| PID    Reference Object                     Distance      Geod. Az  |
 LW2971|                                                           dddmmss.s |
 LW2971| LW0640 BATTERY WHITING                     335.816 METERS 17659     |
 LW2971| LW0639 BATTERY 213                         163.380 METERS 21737     |
 LW2971|---------------------------------------------------------------------|
 LW2971
 LW2971                          SUPERSEDED SURVEY CONTROL
 LW2971
 LW2971  NAD 83(1996)-  41 27 16.82623(N)    071 23 49.77185(W) AD(       ) 3
 LW2971  NAD 83(1992)-  41 27 16.82529(N)    071 23 49.77213(W) AD(       ) 3
 LW2971  NAD 83(1992)-  41 27 16.82457(N)    071 23 49.77176(W) AD(       ) 3
 LW2971  NAD 83(1986)-  41 27 16.82462(N)    071 23 49.76991(W) AD(       ) 3
 LW2971  NAD 27      -  41 27 16.45800(N)    071 23 51.56800(W) AD(       ) 3
 LW2971
 LW2971.Superseded values are not recommended for survey control.
 LW2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2971.See file dsdata.txt to determine how the superseded data were derived.
 LW2971
 LW2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9978092006(NAD 83)
 LW2971_MARKER: Z = SEE DESCRIPTION
 LW2971_SETTING: 0 = UNSPECIFIED SETTING
 LW2971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2971
 LW2971  HISTORY     - Date     Condition        Report By
 LW2971  HISTORY     - 1943     MONUMENTED       CGS
 LW2971
 LW2971                          STATION DESCRIPTION
 LW2971
 LW2971'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2971'THE STATION IS THE PINTLE CENTER OF THE INSTRUMENT ON A SMALL HIGH
 LW2971'VERANDA ON THE S SIDE OF THE PRINCIPAL FIRE-CONTROL BUILDING IN
 LW2971'FORT BURNSIDE ON BEAVERTAIL POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2389 ***********************************************************************
 LW2389  DESIGNATION -  HALFWAY ROCKS BEACON
 LW2389  PID         -  LW2389
 LW2389  STATE/COUNTY-  RI/NEWPORT
 LW2389  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2389
 LW2389                         *CURRENT SURVEY CONTROL
 LW2389  ___________________________________________________________________
 LW2389* NAD 83(1996)-  41 33 49.64821(N)    071 19 56.65034(W)     ADJUSTED  
 LW2389* NAVD 88     -                                                        
 LW2389  ___________________________________________________________________
 LW2389  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LW2389  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LW2389
 LW2389  HORZ ORDER  -  THIRD
 LW2389
 LW2389.The horizontal coordinates were established by classical geodetic methods
 LW2389.and adjusted by the National Geodetic Survey in August 1998..
 LW2389
 LW2389
 LW2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2389
 LW2389.The geoid height was determined by GEOID03.
 LW2389
 LW2389;                    North         East     Units Scale Factor Converg.
 LW2389;SPC RI       -    53,372.960   113,979.892   MT  0.99999615   +0 06 40.3
 LW2389;SPC RI       -   175,107.79    373,949.03   sFT  0.99999615   +0 06 40.3
 LW2389;UTM  19      - 4,603,973.386   305,515.819   MT  1.00006549   -1 32 52.5
 LW2389
 LW2389                          SUPERSEDED SURVEY CONTROL
 LW2389
 LW2389  NAD 83(1996)-  41 33 49.64780(N)    071 19 56.64977(W) AD(       ) 4
 LW2389  NAD 83(1992)-  41 33 49.64659(N)    071 19 56.64961(W) AD(       ) 4
 LW2389  NAD 83(1992)-  41 33 49.64608(N)    071 19 56.64939(W) AD(       ) 4
 LW2389  NAD 83(1986)-  41 33 49.64621(N)    071 19 56.64786(W) AD(       ) 4
 LW2389  NAD 27      -  41 33 49.29000(N)    071 19 58.48000(W) AD(       ) 3
 LW2389
 LW2389.Superseded values are not recommended for survey control.
 LW2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2389.See file dsdata.txt to determine how the superseded data were derived.
 LW2389
 LW2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0551603973(NAD 83)
 LW2389
 LW2389  HISTORY     - Date     Condition        Report By
 LW2389  HISTORY     - UNK      MONUMENTED
 LW2389  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2389
 LW2389                          STATION DESCRIPTION
 LW2389
 LW2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2389'STATION DESTROYED.  THIS AID TO NAVIGATION IS NO LONGER IN
 LW2389'EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2400 ***********************************************************************
 LW2400  DESIGNATION -  HALL
 LW2400  PID         -  LW2400
 LW2400  STATE/COUNTY-  RI/NEWPORT
 LW2400  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2400
 LW2400                         *CURRENT SURVEY CONTROL
 LW2400  ___________________________________________________________________
 LW2400* NAD 83(1996)-  41 37 10.21617(N)    071 16 25.31346(W)     ADJUSTED  
 LW2400* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 LW2400  ___________________________________________________________________
 LW2400  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 LW2400  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW2400
 LW2400  HORZ ORDER  -  THIRD
 LW2400
 LW2400.The horizontal coordinates were established by classical geodetic methods
 LW2400.and adjusted by the National Geodetic Survey in August 1998..
 LW2400
 LW2400.The orthometric height was scaled from a topographic map.
 LW2400
 LW2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2400
 LW2400.The geoid height was determined by GEOID03.
 LW2400
 LW2400;                    North         East     Units Scale Factor Converg.
 LW2400;SPC RI       -    59,571.915   118,860.445   MT  0.99999813   +0 09 01.1
 LW2400;SPC RI       -   195,445.52    389,961.31   sFT  0.99999813   +0 09 01.1
 LW2400;UTM  19      - 4,610,028.698   310,574.183   MT  1.00004158   -1 30 38.1
 LW2400
 LW2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2400!SPC RI       -   1.00000157  x   0.99999813  =   0.99999970
 LW2400!UTM  19      -   1.00000157  x   1.00004158  =   1.00004315
 LW2400
 LW2400                          SUPERSEDED SURVEY CONTROL
 LW2400
 LW2400  NAD 83(1996)-  41 37 10.21593(N)    071 16 25.31329(W) AD(       ) 3
 LW2400  NAD 83(1992)-  41 37 10.21448(N)    071 16 25.31250(W) AD(       ) 3
 LW2400  NAD 83(1992)-  41 37 10.21409(N)    071 16 25.31239(W) AD(       ) 3
 LW2400  NAD 83(1986)-  41 37 10.21460(N)    071 16 25.31091(W) AD(       ) 3
 LW2400  NAD 27      -  41 37 09.83000(N)    071 16 27.14000(W) AD(       ) 3
 LW2400
 LW2400.Superseded values are not recommended for survey control.
 LW2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2400.See file dsdata.txt to determine how the superseded data were derived.
 LW2400
 LW2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1057410029(NAD 83)
 LW2400
 LW2400  HISTORY     - Date     Condition        Report By
 LW2400  HISTORY     - 1906     MONUMENTED       CGS
 LW2400  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2400  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2400
 LW2400                          STATION DESCRIPTION
 LW2400
 LW2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (WCD)
 LW2400'STATION IS ON A PROMINENT POINT ON THE W SIDE OF THE ISLAND OF
 LW2400'RHODE ISLAND, ABOUT 2 MILES N BY E OF COGGESHALL POINT, ON THE
 LW2400'SITE OF THE OLD COPPER MILL.  THE STATION IS THE CENTER OF A
 LW2400'WALLED-UP DRY WELL ABOUT 2 FEET IN DIAMETER.  IT IS ABOUT 77
 LW2400'METERS SE BY E FROM STATION COP, WHICH IS WELL MARKED.
 LW2400
 LW2400                          STATION RECOVERY (1935)
 LW2400
 LW2400'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2400'THE STATION WAS FOUND BY THE DISTANCE AND DIRECTION GIVEN FROM
 LW2400'STATION COP.
 LW2400'
 LW2400'THE WELL IS NEARLY FILLED WITH EARTH AND RUBBISH AND IF A
 LW2400'LITTLE MORE IS DUMPED IN, IT WILL BE DIFFICULT TO RECOGNIZE.
 LW2400
 LW2400                          STATION RECOVERY (1956)
 LW2400
 LW2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2400'THE STATION WAS NOT RECOVERED.  A TWO-MAN PARTY MADE A THOROUGH
 LW2400'SEARCH OF THE AREA AND FOUND NO EVIDENCE OF A WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2514 ***********************************************************************
 LW2514  DESIGNATION -  HAMILTON MILLS CUPOLA
 LW2514  PID         -  LW2514
 LW2514  STATE/COUNTY-  RI/WASHINGTON
 LW2514  USGS QUAD   -  WICKFORD (1995)
 LW2514
 LW2514                         *CURRENT SURVEY CONTROL
 LW2514  ___________________________________________________________________
 LW2514* NAD 83(1996)-  41 32 57.32650(N)    071 26 15.39096(W)     ADJUSTED  
 LW2514* NAVD 88     -                                                        
 LW2514  ___________________________________________________________________
 LW2514  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LW2514  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2514
 LW2514  HORZ ORDER  -  THIRD
 LW2514
 LW2514.The horizontal coordinates were established by classical geodetic methods
 LW2514.and adjusted by the National Geodetic Survey in August 1998..
 LW2514
 LW2514
 LW2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2514
 LW2514.The geoid height was determined by GEOID03.
 LW2514
 LW2514;                    North         East     Units Scale Factor Converg.
 LW2514;SPC RI       -    51,747.092   105,205.461   MT  0.99999408   +0 02 29.0
 LW2514;SPC RI       -   169,773.58    345,161.58   sFT  0.99999408   +0 02 29.0
 LW2514;UTM  19      - 4,602,602.089   296,697.186   MT  1.00010867   -1 37 02.4
 LW2514
 LW2514                          SUPERSEDED SURVEY CONTROL
 LW2514
 LW2514  NAD 83(1996)-  41 32 57.32586(N)    071 26 15.39048(W) AD(       ) 4
 LW2514  NAD 83(1992)-  41 32 57.32501(N)    071 26 15.39018(W) AD(       ) 4
 LW2514  NAD 83(1992)-  41 32 57.32438(N)    071 26 15.39004(W) AD(       ) 4
 LW2514  NAD 83(1986)-  41 32 57.32425(N)    071 26 15.38861(W) AD(       ) 4
 LW2514  NAD 27      -  41 32 56.95500(N)    071 26 17.14000(W) AD(       ) 3
 LW2514
 LW2514.Superseded values are not recommended for survey control.
 LW2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2514.See file dsdata.txt to determine how the superseded data were derived.
 LW2514
 LW2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9669702602(NAD 83)
 LW2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2514+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 LW2514
 LW2514  HISTORY     - Date     Condition        Report By
 LW2514  HISTORY     - 1868     MONUMENTED       COASUR
 LW2514  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2514  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2514  HISTORY     - 19941001 GOOD             USPSQD
 LW2514  HISTORY     - 20010807 GOOD             USPSQD
 LW2514  HISTORY     - 20050226 GOOD             USPSQD
 LW2514
 LW2514                          STATION DESCRIPTION
 LW2514
 LW2514'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2514'THERE ARE TWO CUPOLAS ON BUILDINGS OF THE HAMILTON MILLS.  THE
 LW2514'CUPOLA ON TOP OF A 4-STORY SQUARE WOOD TOWER AT THE SW CORNER OF
 LW2514'THE WOOD FACTORY BUILDING IS MORE PROMINENT AND LOFTIER THAN
 LW2514'THE ONE ON THE OFFICE.
 LW2514'
 LW2514'MR. GREENE OF THE HAMILTON WEB COMPANY IS OLD ENOUGH TO REMEMBER
 LW2514'WELL ABOUT WHAT OCCURRED IN 1868 AND HE SAYS THAT THIS CUPOLA
 LW2514'HAS NOT BEEN CHANGED SINCE THAT TIME.
 LW2514
 LW2514                          STATION RECOVERY (1956)
 LW2514
 LW2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2514'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ROOF OF THE
 LW2514'CUPOLA IS SURMOUNTED BY A WEATHERVANE.  THE PUBLISHED DESCRIPTION
 LW2514'IS ADEQUATE.
 LW2514
 LW2514                          STATION RECOVERY (1994)
 LW2514
 LW2514'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2514'RECOVERED IN GOOD CONDITION.
 LW2514
 LW2514                          STATION RECOVERY (2001)
 LW2514
 LW2514'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2514'THE CUPOLA(S) ARE AS DESCRIBED.  THERE IS NO WEATHER VANE.
 LW2514
 LW2514                          STATION RECOVERY (2005)
 LW2514
 LW2514'RECOVERY NOTE BY US POWER SQUADRON 2005 (TC)
 LW2514'MILL HAS BEEN CONVERTED TO PRIVATE CONDOMINIUMS CALLED HAMILTON
 LW2514'HARBOR, WITH HAMILTON HARBOR ENTRY SIGN ON EAST SIDE OF SCENIC 1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2508 ***********************************************************************
 LW2508  DESIGNATION -  HAMILTON POWER STATION CHIMNEY
 LW2508  PID         -  LW2508
 LW2508  STATE/COUNTY-  RI/WASHINGTON
 LW2508  USGS QUAD   -  WICKFORD (1995)
 LW2508
 LW2508                         *CURRENT SURVEY CONTROL
 LW2508  ___________________________________________________________________
 LW2508* NAD 83(1996)-  41 33 04.60371(N)    071 26 23.44851(W)     ADJUSTED  
 LW2508* NAVD 88     -                                                        
 LW2508  ___________________________________________________________________
 LW2508  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 LW2508  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2508
 LW2508  HORZ ORDER  -  THIRD
 LW2508
 LW2508.The horizontal coordinates were established by classical geodetic methods
 LW2508.and adjusted by the National Geodetic Survey in August 1998..
 LW2508
 LW2508
 LW2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2508
 LW2508.The geoid height was determined by GEOID03.
 LW2508
 LW2508;                    North         East     Units Scale Factor Converg.
 LW2508;SPC RI       -    51,971.469   105,018.566   MT  0.99999406   +0 02 23.6
 LW2508;SPC RI       -   170,509.73    344,548.41   sFT  0.99999406   +0 02 23.6
 LW2508;UTM  19      - 4,602,831.808   296,516.844   MT  1.00010957   -1 37 08.0
 LW2508
 LW2508                          SUPERSEDED SURVEY CONTROL
 LW2508
 LW2508  NAD 83(1996)-  41 33 04.60305(N)    071 26 23.44804(W) AD(       ) 4
 LW2508  NAD 83(1992)-  41 33 04.60220(N)    071 26 23.44773(W) AD(       ) 4
 LW2508  NAD 83(1992)-  41 33 04.60159(N)    071 26 23.44762(W) AD(       ) 4
 LW2508  NAD 83(1986)-  41 33 04.60140(N)    071 26 23.44601(W) AD(       ) 4
 LW2508  NAD 27      -  41 33 04.22300(N)    071 26 25.24800(W) AD(       ) 3
 LW2508
 LW2508.Superseded values are not recommended for survey control.
 LW2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2508.See file dsdata.txt to determine how the superseded data were derived.
 LW2508
 LW2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9651702832(NAD 83)
 LW2508
 LW2508  HISTORY     - Date     Condition        Report By
 LW2508  HISTORY     - 1912     MONUMENTED       CGS
 LW2508  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2508  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2508  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2508
 LW2508                          STATION DESCRIPTION
 LW2508
 LW2508'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2508'THE POWER STATION OF THE SEA VIEW RAILROAD COMPANY HAS BEEN TORN
 LW2508'DOWN, BUT THE ROUND, YELLOW BRICK CHIMNEY STANDS.
 LW2508
 LW2508                          STATION RECOVERY (1956)
 LW2508
 LW2508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2508'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2508'DESCRIPTION IS ADEQUATE.
 LW2508
 LW2508                          STATION RECOVERY (1994)
 LW2508
 LW2508'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2521 ***********************************************************************
 LW2521  DESIGNATION -  HAMMOND USE 1912
 LW2521  PID         -  LW2521
 LW2521  STATE/COUNTY-  RI/WASHINGTON
 LW2521  USGS QUAD   -  WICKFORD (1995)
 LW2521
 LW2521                         *CURRENT SURVEY CONTROL
 LW2521  ___________________________________________________________________
 LW2521* NAD 83(1996)-  41 30 54.26958(N)    071 27 12.88789(W)     ADJUSTED  
 LW2521* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 LW2521  ___________________________________________________________________
 LW2521  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LW2521  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LW2521
 LW2521  HORZ ORDER  -  THIRD
 LW2521
 LW2521.The horizontal coordinates were established by classical geodetic methods
 LW2521.and adjusted by the National Geodetic Survey in August 1998..
 LW2521
 LW2521.The orthometric height was scaled from a topographic map.
 LW2521
 LW2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2521
 LW2521.The geoid height was determined by GEOID03.
 LW2521
 LW2521;                    North         East     Units Scale Factor Converg.
 LW2521;SPC RI       -    47,949.826   103,874.972   MT  0.99999393   +0 01 50.8
 LW2521;SPC RI       -   157,315.39    340,796.47   sFT  0.99999393   +0 01 50.8
 LW2521;UTM  19      - 4,598,844.468   295,257.205   MT  1.00011590   -1 37 36.6
 LW2521
 LW2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2521!SPC RI       -   0.99999834  x   0.99999393  =   0.99999227
 LW2521!UTM  19      -   0.99999834  x   1.00011590  =   1.00011424
 LW2521
 LW2521                          SUPERSEDED SURVEY CONTROL
 LW2521
 LW2521  NAD 83(1996)-  41 30 54.26884(N)    071 27 12.88717(W) AD(       ) 3
 LW2521  NAD 83(1992)-  41 30 54.26808(N)    071 27 12.88717(W) AD(       ) 3
 LW2521  NAD 83(1992)-  41 30 54.26743(N)    071 27 12.88708(W) AD(       ) 3
 LW2521  NAD 83(1986)-  41 30 54.26735(N)    071 27 12.88519(W) AD(       ) 3
 LW2521  NAD 27      -  41 30 53.89600(N)    071 27 14.67900(W) AD(       ) 3
 LW2521
 LW2521.Superseded values are not recommended for survey control.
 LW2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2521.See file dsdata.txt to determine how the superseded data were derived.
 LW2521
 LW2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9525798844(NAD 83)
 LW2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2521+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2002
 LW2521
 LW2521  HISTORY     - Date     Condition        Report By
 LW2521  HISTORY     - UNK      MONUMENTED
 LW2521  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2521  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2521  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2521  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 LW2521  HISTORY     - 20020307 GOOD             USPSQD
 LW2521
 LW2521                          STATION DESCRIPTION
 LW2521
 LW2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2521'ON A BARE LEDGE ON THE E SLOPE OF THE RIDGE W OF UPPER
 LW2521'PATTAQUAMSCOTT POND, ABOUT 2 MILES WNW OF SAUNDERSTOWN AND
 LW2521'200 METERS S OF THE HAMILTON-KINGSTON ROAD.  THE STATION IS ON
 LW2521'LAND BELONGING TO MRS. LAFARGE, OF NEW YORK, AND IS 50 METERS S
 LW2521'OF A STONE FENCE.  THE STATION IS MARKED BY A STANDARD DISK
 LW2521'STATION MARK, BEARING THE ADDITIONAL LEGEND ESTABLISHED BY THE
 LW2521'CORPS OF ENGINEERS, U.S.A., WEDGED IN A DRILL HOLE IN
 LW2521'OUTCROPPING BEDROCK.  A REFERENCE MARK, A STANDARD DISK WEDGED
 LW2521'IN A DRILL HOLE IN A BOULDER, IS 9.26 METERS (30.38 FEET) W BY S
 LW2521'FROM THE STATION.
 LW2521
 LW2521                          STATION RECOVERY (1935)
 LW2521
 LW2521'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2521'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.
 LW2521'
 LW2521'THE STATION IS ABOUT 100 YARDS S OF A BRICK HOUSE NOTICEABLE
 LW2521'ON ACCOUNT OF ITS CIRCULAR TOWER WITH CONICAL ROOF TOPPED WITH
 LW2521'A WEATHERVANE IN THE FORM OF A SHIP.
 LW2521
 LW2521                          STATION RECOVERY (1956)
 LW2521
 LW2521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2521'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION.  THE
 LW2521'PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 LW2521'
 LW2521'THE PROPERTY BELONGS TO MR. MC DOWELL AND IS REACHED BY THE
 LW2521'HAMMOND FARMS ROAD OFF U.S. HIGHWAY 1A.  THE STATION IS ABOUT 1,700
 LW2521'FT. E OF U.S. HIGHWAY 1A AND 1,100 FT. S OF HAMMOND HILL ROAD, AND
 LW2521'400 FT. SE OF THE HOUSE.  THE STONE FENCE IS GONE.  THE BEDROCK IS
 LW2521'QUITE LARGE AND EASY TO FIND.
 LW2521
 LW2521                          STATION RECOVERY (2001)
 LW2521
 LW2521'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW2521'MARK NOT FOUND.
 LW2521
 LW2521                          STATION RECOVERY (2002)
 LW2521
 LW2521'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW2521'INT OF BRIDGETOWN RD, E, US 1 N,S, ST RTE 138 W, N, N ON US 1, 138 1.1
 LW2521'MILE TO TWO GATE POSTS ON RIGHT WITH URNS ATOP. TURN R 0.02 MI TO END
 LW2521'OF ROAD. HSE OF 1935 DESC, 2ND PAR EXISTS. STATION AND RM, IN GD COND.
 LW2521' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3511 ***********************************************************************
 LW3511  DESIGNATION -  HARRISVILLE WATER CO TANK
 LW3511  PID         -  LW3511
 LW3511  STATE/COUNTY-  RI/PROVIDENCE
 LW3511  USGS QUAD   -  CHEPACHET (1975)
 LW3511
 LW3511                         *CURRENT SURVEY CONTROL
 LW3511  ___________________________________________________________________
 LW3511* NAD 83(1996)-  41 58 15.53278(N)    071 40 17.59505(W)     ADJUSTED  
 LW3511* NAVD 88     -                                                        
 LW3511  ___________________________________________________________________
 LW3511  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 LW3511  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LW3511
 LW3511  HORZ ORDER  -  THIRD
 LW3511
 LW3511.The horizontal coordinates were established by classical geodetic methods
 LW3511.and adjusted by the National Geodetic Survey in August 1998..
 LW3511
 LW3511
 LW3511.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3511
 LW3511.The geoid height was determined by GEOID03.
 LW3511
 LW3511;                    North         East     Units Scale Factor Converg.
 LW3511;SPC RI       -    98,599.458    85,780.236   MT  0.99999624   -0 06 53.0
 LW3511;SPC RI       -   323,488.39    281,430.66   sFT  0.99999624   -0 06 53.0
 LW3511;SPC MA M     -   857,860.483   185,780.550   MT  0.99997254   -0 06 54.9
 LW3511;SPC MA M     - 2,814,497.27    609,515.02   sFT  0.99997254   -0 06 54.9
 LW3511;UTM  19      - 4,650,006.917   278,639.137   MT  1.00020299   -1 47 14.4
 LW3511
 LW3511                          SUPERSEDED SURVEY CONTROL
 LW3511
 LW3511  NAD 83(1996)-  41 58 15.53259(N)    071 40 17.59495(W) AD(       ) 4
 LW3511  NAD 83(1992)-  41 58 15.53179(N)    071 40 17.59407(W) AD(       ) 4
 LW3511  NAD 83(1992)-  41 58 15.53175(N)    071 40 17.59413(W) AD(       ) 4
 LW3511  NAD 83(1986)-  41 58 15.53199(N)    071 40 17.59300(W) AD(       ) 4
 LW3511  NAD 27      -  41 58 15.17832(N)    071 40 19.35263(W) AD(       ) 3
 LW3511
 LW3511.Superseded values are not recommended for survey control.
 LW3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3511.See file dsdata.txt to determine how the superseded data were derived.
 LW3511
 LW3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7863950007(NAD 83)
 LW3511
 LW3511  HISTORY     - Date     Condition        Report By
 LW3511  HISTORY     - 1937     MONUMENTED       CTGS
 LW3511  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3511
 LW3511                          STATION DESCRIPTION
 LW3511
 LW3511'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3511'THE STANDPIPE IS A FLAT TOP WATER TANK ON A HIGH HILL, IN THE
 LW3511'TOWN OF HARRISVILLE, ABOUT 150 FEET HIGH, AND HAS A ROUND
 LW3511'BOTTOM.  IT IS THE WATER COMPANY PRESSURE TANK AND IS 0.6 MILE
 LW3511'NORTHEAST FROM THE CENTER OF HARRISVILLE.  THE POINT OBSERVED
 LW3511'ON WAS THE CENTER OF THE TANK AT THE TOP.  IT WAS OBSERVED FROM
 LW3511'STATIONS BUCK AND HERRING.
 LW3511
 LW3511                          STATION RECOVERY (1968)
 LW3511
 LW3511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3511'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2961 ***********************************************************************
 LW2961  DESIGNATION -  HAZARD TOWER
 LW2961  PID         -  LW2961
 LW2961  STATE/COUNTY-  RI/WASHINGTON
 LW2961  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2961
 LW2961                         *CURRENT SURVEY CONTROL
 LW2961  ___________________________________________________________________
 LW2961* NAD 83(1996)-  41 24 55.56716(N)    071 27 25.17843(W)     ADJUSTED  
 LW2961* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2961  ___________________________________________________________________
 LW2961  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 LW2961  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LW2961
 LW2961  HORZ ORDER  -  THIRD
 LW2961
 LW2961.The horizontal coordinates were established by classical geodetic methods
 LW2961.and adjusted by the National Geodetic Survey in August 1998..
 LW2961
 LW2961.The orthometric height was scaled from a topographic map.
 LW2961
 LW2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2961
 LW2961.The geoid height was determined by GEOID03.
 LW2961
 LW2961;                    North         East     Units Scale Factor Converg.
 LW2961;SPC RI       -    36,883.488   103,595.480   MT  0.99999391   +0 01 42.4
 LW2961;SPC RI       -   121,008.58    339,879.50   sFT  0.99999391   +0 01 42.4
 LW2961;UTM  19      - 4,587,789.463   294,657.958   MT  1.00011894   -1 37 33.2
 LW2961
 LW2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2961!SPC RI       -   1.00000479  x   0.99999391  =   0.99999870
 LW2961!UTM  19      -   1.00000479  x   1.00011894  =   1.00012373
 LW2961
 LW2961:                Primary Azimuth Mark                     Grid Az
 LW2961:SPC RI       -  WHALE ROCK LIGHTHOUSE                    040 48 26.6
 LW2961:UTM  19      -  WHALE ROCK LIGHTHOUSE                    042 27 42.2
 LW2961
 LW2961|---------------------------------------------------------------------|
 LW2961| PID    Reference Object                     Distance      Geod. Az  |
 LW2961|                                                           dddmmss.s |
 LW2961| LW2951 WHALE ROCK LIGHTHOUSE               APPROX. 4.3 KM 0405009.0 |
 LW2961| LW2982 BEAVERTAIL LIGHTHOUSE               APPROX. 6.1 KM 0515510.7 |
 LW2961| LW3011 BREACHWAY USE 1909                  APPROX. 6.5 KM 2280524.7 |
 LW2961|---------------------------------------------------------------------|
 LW2961
 LW2961                          SUPERSEDED SURVEY CONTROL
 LW2961
 LW2961  NAD 83(1996)-  41 24 55.56637(N)    071 27 25.17736(W) AD(       ) 3
 LW2961  NAD 83(1992)-  41 24 55.56573(N)    071 27 25.17777(W) AD(       ) 3
 LW2961  NAD 83(1992)-  41 24 55.56473(N)    071 27 25.17745(W) AD(       ) 3
 LW2961  NAD 83(1986)-  41 24 55.56407(N)    071 27 25.17670(W) AD(       ) 3
 LW2961  NAD 27      -  41 24 55.20124(N)    071 27 26.97230(W) AD(       ) 3
 LW2961
 LW2961.Superseded values are not recommended for survey control.
 LW2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2961.See file dsdata.txt to determine how the superseded data were derived.
 LW2961
 LW2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9465887789(NAD 83)
 LW2961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW2961+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 LW2961
 LW2961  HISTORY     - Date     Condition        Report By
 LW2961  HISTORY     - 1912     MONUMENTED       CGS
 LW2961  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2961  HISTORY     - 1940     SEE DESCRIPTION  CGS
 LW2961  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LW2961  HISTORY     - 1954     GOOD             CGS
 LW2961  HISTORY     - 19941001 GOOD             USPSQD
 LW2961  HISTORY     - 20010815 GOOD             USPSQD
 LW2961  HISTORY     - 20040806 GOOD             USPSQD
 LW2961
 LW2961                          STATION DESCRIPTION
 LW2961
 LW2961'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2961'THIS STATION IS NOT DESCRIBED.
 LW2961'
 LW2961'PROBABLY ANOTHER POINT ON THE SAME ROOF AS WAS THE MARK OF STATION
 LW2961'HAZARD TOWER (U.S.E.).
 LW2961
 LW2961                          STATION RECOVERY (1940)
 LW2961
 LW2961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2961'THE TOWER IS ABOUT 1 MILE SOUTH OF THE TOWN OF NARRAGANSETT PIER,
 LW2961'RHODE ISLAND.  IT IS 0.1 MILE WEST OF THE MAIN PAVED HIGHWAY TO
 LW2961'POINT JUDITH.  THE TOWER IS ABOUT 75 FEET HIGH AND IS BUILT OF
 LW2961'STONE AND IS ON THE EAST END OF THE LARGE STONE BUILDING.
 LW2961'
 LW2961'A 3-INCH SQUARE TARGET POLE WAS PLACED IN THE APPROXIMATE CENTER
 LW2961'OF THE TOP OF THE TOWER AND THIS TARGET WAS OBSERVED UPON.  THE
 LW2961'ROOF WAS BOARD COVERED WITH TAR PAPER AND A PERMANENT MARK COULD
 LW2961'NOT BE SET IN THE ROOF.
 LW2961'
 LW2961'TO REACH TOWER FROM NARRAGANSETT PIER POST OFFICE DRIVE SOUTH ON
 LW2961'THE POINT JUDITH HIGHWAY FOR 1.2 MILE, THEN TURN RIGHT AND DRIVE
 LW2961'WEST ON THE PRIVATE OILED ROAD FOR 0.1 MILE TO THE TOWER ON THE
 LW2961'SOUTH SIDE OF THE ROAD.
 LW2961'
 LW2961'THIS IS AN INTERSECTION STATION.
 LW2961
 LW2961                          STATION RECOVERY (1948)
 LW2961
 LW2961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FBQ)
 LW2961'STATION WAS ADEQUATELY DESCRIBED IN 1940.  NO EVIDENCE REMAINED OF
 LW2961'THE TARGET POLE SET IN 1940.
 LW2961
 LW2961                          STATION RECOVERY (1954)
 LW2961
 LW2961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2961'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 LW2961'ADEQUATE AND COMPLETE.
 LW2961
 LW2961                          STATION RECOVERY (1994)
 LW2961
 LW2961'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2961'RECOVERED IN GOOD CONDITION.
 LW2961
 LW2961                          STATION RECOVERY (2001)
 LW2961
 LW2961'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2961'1940 DESCRIPTION ADEQUATE.  BUILDING ONTO WHICH TOWER IS ATTACHED IS
 LW2961'OUR LADY OF PEACE SPIRITUAL CENTER, 333 OCEAN ROAD, NARRAGANSETT, R.
 LW2961'I., A ROMAN CATHOLIC CONFERENCE CENTER.
 LW2961
 LW2961                          STATION RECOVERY (2004)
 LW2961
 LW2961'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2960 ***********************************************************************
 LW2960  DESIGNATION -  HAZARD TOWER USE 1909
 LW2960  PID         -  LW2960
 LW2960  STATE/COUNTY-  RI/WASHINGTON
 LW2960  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2960
 LW2960                         *CURRENT SURVEY CONTROL
 LW2960  ___________________________________________________________________
 LW2960* NAD 83(1996)-  41 24 55.57017(N)    071 27 25.18734(W)     ADJUSTED  
 LW2960* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 LW2960  ___________________________________________________________________
 LW2960  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 LW2960  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LW2960
 LW2960  HORZ ORDER  -  THIRD
 LW2960
 LW2960.The horizontal coordinates were established by classical geodetic methods
 LW2960.and adjusted by the National Geodetic Survey in August 1998..
 LW2960
 LW2960.The orthometric height was scaled from a topographic map.
 LW2960
 LW2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2960
 LW2960.The geoid height was determined by GEOID03.
 LW2960
 LW2960;                    North         East     Units Scale Factor Converg.
 LW2960;SPC RI       -    36,883.581   103,595.273   MT  0.99999391   +0 01 42.4
 LW2960;SPC RI       -   121,008.88    339,878.82   sFT  0.99999391   +0 01 42.4
 LW2960;UTM  19      - 4,587,789.562   294,657.754   MT  1.00011894   -1 37 33.3
 LW2960
 LW2960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2960!SPC RI       -   1.00000134  x   0.99999391  =   0.99999525
 LW2960!UTM  19      -   1.00000134  x   1.00011894  =   1.00012028
 LW2960
 LW2960                          SUPERSEDED SURVEY CONTROL
 LW2960
 LW2960  NAD 83(1996)-  41 24 55.56943(N)    071 27 25.18627(W) AD(       ) 3
 LW2960  NAD 83(1992)-  41 24 55.56878(N)    071 27 25.18672(W) AD(       ) 3
 LW2960  NAD 83(1992)-  41 24 55.56786(N)    071 27 25.18649(W) AD(       ) 3
 LW2960  NAD 83(1986)-  41 24 55.56650(N)    071 27 25.18492(W) AD(       ) 3
 LW2960  NAD 27      -  41 24 55.20200(N)    071 27 26.96700(W) AD(       ) 3
 LW2960
 LW2960.Superseded values are not recommended for survey control.
 LW2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2960.See file dsdata.txt to determine how the superseded data were derived.
 LW2960
 LW2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9465887790(NAD 83)
 LW2960
 LW2960  HISTORY     - Date     Condition        Report By
 LW2960  HISTORY     - 1909     MONUMENTED       CGS
 LW2960  HISTORY     - 1912     GOOD             CGS
 LW2960  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2960  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW2960
 LW2960                          STATION DESCRIPTION
 LW2960
 LW2960'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2960'ON THE E SIDE OF POINT JUDITH NECK ABOUT 1/2 MILE S OF
 LW2960'NARRAGANSETT PIER, AND 1/4 MILE FROM THE SHORE, ON THE W SIDE OF
 LW2960'THE ROAD FROM NARRAGANSETT PIER TO POINT JUDITH.  THE TOWER IS
 LW2960'SQUARE AND MASSIVE, AND OF GRANITE.  THE STATION POINT IS MARKED
 LW2960'ON THE COPPER ROOF, ABOUT IN ITS CENTER.
 LW2960
 LW2960                          STATION RECOVERY (1934)
 LW2960
 LW2960'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2960'THE TOWER IS AS DESCRIBED.  THE PRESENT OWNER IS ISAAC PEACE HAZARD.
 LW2960'
 LW2960'THE COPPER ROOF HAS BEEN RENEWED, DESTROYING THE MARK.
 LW2960
 LW2960                          STATION RECOVERY (2001)
 LW2960
 LW2960'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2960'1934 ASSESSMENT IS TRUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2472 ***********************************************************************
 LW2472  DESIGNATION -  HAZARD USE 1912
 LW2472  PID         -  LW2472
 LW2472  STATE/COUNTY-  RI/WASHINGTON
 LW2472  USGS QUAD   -  WICKFORD (1995)
 LW2472
 LW2472                         *CURRENT SURVEY CONTROL
 LW2472  ___________________________________________________________________
 LW2472* NAD 83(1996)-  41 31 25.02981(N)    071 25 34.10719(W)     ADJUSTED  
 LW2472* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 LW2472  ___________________________________________________________________
 LW2472  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 LW2472  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LW2472
 LW2472  HORZ ORDER  -  THIRD
 LW2472
 LW2472.The horizontal coordinates were established by classical geodetic methods
 LW2472.and adjusted by the National Geodetic Survey in August 1998..
 LW2472
 LW2472.The orthometric height was scaled from a topographic map.
 LW2472
 LW2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2472
 LW2472.The geoid height was determined by GEOID03.
 LW2472
 LW2472;                    North         East     Units Scale Factor Converg.
 LW2472;SPC RI       -    48,900.401   106,164.673   MT  0.99999422   +0 02 56.3
 LW2472;SPC RI       -   160,434.07    348,308.60   sFT  0.99999422   +0 02 56.3
 LW2472;UTM  19      - 4,599,728.509   297,573.716   MT  1.00010429   -1 36 32.1
 LW2472
 LW2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2472!SPC RI       -   0.99999519  x   0.99999422  =   0.99998941
 LW2472!UTM  19      -   0.99999519  x   1.00010429  =   1.00009948
 LW2472
 LW2472|---------------------------------------------------------------------|
 LW2472| PID    Reference Object                     Distance      Geod. Az  |
 LW2472|                                                           dddmmss.s |
 LW2472| LW2529 BOULDER USE 1909                    362.827 METERS 06923     |
 LW2472| LW2941 NARRAGANSETT CHURCH                 APPROX. 3.4 KM 1790646.1 |
 LW2472| LW0675 MCSPARRAN 3 RESET                   APPROX. 3.9 KM 2195953.7 |
 LW2472|---------------------------------------------------------------------|
 LW2472
 LW2472                          SUPERSEDED SURVEY CONTROL
 LW2472
 LW2472  NAD 83(1996)-  41 31 25.02915(N)    071 25 34.10651(W) AD(       ) 3
 LW2472  NAD 83(1992)-  41 31 25.02829(N)    071 25 34.10647(W) AD(       ) 3
 LW2472  NAD 83(1992)-  41 31 25.02767(N)    071 25 34.10635(W) AD(       ) 3
 LW2472  NAD 83(1986)-  41 31 25.02762(N)    071 25 34.10435(W) AD(       ) 3
 LW2472  NAD 27      -  41 31 24.65800(N)    071 25 35.91200(W) AD(       ) 3
 LW2472
 LW2472.Superseded values are not recommended for survey control.
 LW2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2472.See file dsdata.txt to determine how the superseded data were derived.
 LW2472
 LW2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9757499729(NAD 83)
 LW2472
 LW2472  HISTORY     - Date     Condition        Report By
 LW2472  HISTORY     - UNK      MONUMENTED
 LW2472  HISTORY     - 1912     GOOD             CGS
 LW2472  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2472  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2472  HISTORY     - 1956     GOOD             CGS
 LW2472  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW2472
 LW2472                          STATION DESCRIPTION
 LW2472
 LW2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2472'ON THE W SIDE OF THE WESTERN PASSAGE OF NARRAGANSETT BAY,
 LW2472'ABOUT 3/4 MILE WSW FROM THE POINT OF PLUM BEACH, 1-1/8
 LW2472'MILES N OF SAUNDERSTOWN AND NEAR THE SUMMIT OF THE HILL
 LW2472'KNOWN AS BARBERS HEIGHT.  THE STATION IS ON TOP OF A FLAT
 LW2472'BOULDER, NEAR A BOULDER 10 FEET HIGH, 22 METERS N OF A
 LW2472'WIRE FENCE, AND 78 METERS E OF A STONE FENCE.  THE STATION
 LW2472'IS MARKED BY A STANDARD DISK STATION MARK, BEARING
 LW2472'THE ADDITIONAL LEGEND ESTABLISHED BY THE CORPS OF
 LW2472'ENGINEERS, U.S.A., WEDGED IN A DRILL HOLE IN A BOULDER.  A
 LW2472'REFERENCE MARK, A STANDARD DISK WEDGED IN A DRILL HOLE
 LW2472'IN OUTCROPPING BEDROCK, IS 11.88 METERS (38.98 FEET) SE
 LW2472'BY E FROM THE STATION.
 LW2472
 LW2472                          STATION RECOVERY (1934)
 LW2472
 LW2472'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2472'THE DISKS OF BOTH STATION AND REFERENCE MARKS HAVE BEEN
 LW2472'WRENCHED OFF LEAVING SHAFTS IN HOLES.
 LW2472
 LW2472                          STATION RECOVERY (1935)
 LW2472
 LW2472'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2472'THE DISK MARKING THE STATION HAS BEEN BROKEN OFF, BUT
 LW2472'ENOUGH OF IT REMAINS (TRIANGLE WITH HOLE AT CENTER) TO
 LW2472'PROVE THAT IT WAS THE STATION MARK.
 LW2472'
 LW2472'THE REFERENCE DISK, LIKEWISE, HAS BEEN BROKEN OFF,
 LW2472'ONLY THE SHANK REMAINS.
 LW2472'
 LW2472'THE WIRE FENCE MENTIONED IN THE DESCRIPTION IS NEARLY GONE.
 LW2472'
 LW2472'THE STATION IS ABOUT 1/8 MILE W OF THE CONCRETE
 LW2472'HIGHWAY R.I. ROUTE 1, BETWEEN WICKFORD AND NARRAGANSETT
 LW2472'PIER, AND ABOUT 150 YARDS N OF A DIRT ROAD LEADING W
 LW2472'FROM BARBOURS HEIGHTS TO GILBERT STUARTS BIRTHPLACE.
 LW2472'
 LW2472'THE FLAT BOULDER, IN WHICH THE STATION IS SET, IS ABOUT
 LW2472'10 YARDS N OF THE BOULDER 10 FEET HIGH.
 LW2472
 LW2472                          STATION RECOVERY (1956)
 LW2472
 LW2472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2472'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 LW2472'CONDITION.  THE 1935 RECOVERY NOTE IS ADEQUATE WITH THE
 LW2472'FOLLOWING ADDITIONS--
 LW2472'
 LW2472'THE STATION IS BEST REACHED BY A PRIVATE ROAD LEADING
 LW2472'W FROM U.S. HIGHWAY 1 TO A GREY HOUSE OF JOHN WALKER.
 LW2472'
 LW2472'THE STATION IS ABOUT 150 FT. NW OF THE HOUSE.
 LW2472
 LW2472                          STATION RECOVERY (2001)
 LW2472
 LW2472'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2472'1935 DESCRIPTION ADEQUATE. DISKS GONE, SHAMKS OR PLUGS REMAIN. AT END
 LW2472'OF BARBERS HEIGHTS AVE, ALMSOT DIRECTLY OPPOSITE  PLUM BEACH ROAD. N
 LW2472'OF PROPERTY AT 30 BARBERS HEIGHTS AVE. KINGSTOWN STANDPIPE 3 LW 2538
 LW2472'VISILBE FROM THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2993 ***********************************************************************
 LW2993  DESIGNATION -  HAZARDS CASTLE
 LW2993  PID         -  LW2993
 LW2993  STATE/COUNTY-  RI/WASHINGTON
 LW2993  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2993
 LW2993                         *CURRENT SURVEY CONTROL
 LW2993  ___________________________________________________________________
 LW2993* NAD 83(1996)-  41 24 54.91152(N)    071 27 26.71657(W)     ADJUSTED  
 LW2993* NAVD 88     -                                                        
 LW2993  ___________________________________________________________________
 LW2993  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 LW2993  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LW2993
 LW2993  HORZ ORDER  -  THIRD
 LW2993
 LW2993.The horizontal coordinates were established by classical geodetic methods
 LW2993.and adjusted by the National Geodetic Survey in August 1998..
 LW2993
 LW2993
 LW2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2993
 LW2993.The geoid height was determined by GEOID03.
 LW2993
 LW2993;                    North         East     Units Scale Factor Converg.
 LW2993;SPC RI       -    36,863.243   103,559.770   MT  0.99999391   +0 01 41.4
 LW2993;SPC RI       -   120,942.16    339,762.35   sFT  0.99999391   +0 01 41.4
 LW2993;UTM  19      - 4,587,770.256   294,621.673   MT  1.00011912   -1 37 34.2
 LW2993
 LW2993                          SUPERSEDED SURVEY CONTROL
 LW2993
 LW2993  NAD 83(1996)-  41 24 54.91074(N)    071 27 26.71556(W) AD(       ) 4
 LW2993  NAD 83(1992)-  41 24 54.91011(N)    071 27 26.71592(W) AD(       ) 4
 LW2993  NAD 83(1992)-  41 24 54.90915(N)    071 27 26.71569(W) AD(       ) 4
 LW2993  NAD 83(1986)-  41 24 54.90853(N)    071 27 26.71514(W) AD(       ) 4
 LW2993  NAD 27      -  41 24 54.55000(N)    071 27 28.48000(W) AD(       ) 3
 LW2993
 LW2993.Superseded values are not recommended for survey control.
 LW2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2993.See file dsdata.txt to determine how the superseded data were derived.
 LW2993
 LW2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9462287770(NAD 83)
 LW2993
 LW2993  HISTORY     - Date     Condition        Report By
 LW2993  HISTORY     - 1869     MONUMENTED       COASUR
 LW2993  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2993  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2993  HISTORY     - 19941001 GOOD             USPSQD
 LW2993
 LW2993                          STATION DESCRIPTION
 LW2993
 LW2993'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2993'HAZARDS CASTLE IS THE NAME SOMETIMES SUPPLIED TO THE RESIDENCE OF
 LW2993'ISAAC PEACE HAZARD.
 LW2993'
 LW2993'THERE IS NOTHING TO INDICATE WHAT PART OF THE LARGE RESIDENCE WAS
 LW2993'USED.
 LW2993'
 LW2993'INASMUCH AS IT WAS EVIDENTLY NOT THE LARGE SQUARE TOWER USED IN
 LW2993'1909, AND AS THAT IS THE ONLY PART OF THE BUILDING WHICH CAN NOW
 LW2993'BE SEEN ABOVE THE WOODS WHICH SURROUNDS THE RESIDENCE, THIS
 LW2993'STATION IS OF UNCERTAIN VALUE.
 LW2993
 LW2993                          STATION RECOVERY (1954)
 LW2993
 LW2993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2993'LOST.  HOUSE REMAINS AS DESCRIBED IN THE 1934 RECOVERY NOTE.
 LW2993'NOTHING CONSPICUOUS ABOUT THE HOUSE TO INDICATE WHAT POINT WAS
 LW2993'LOCATED.  STATION WOULD BE OBSCURED BY TREES.
 LW2993
 LW2993                          STATION RECOVERY (1994)
 LW2993
 LW2993'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3513 ***********************************************************************
 LW3513  DESIGNATION -  HERRING
 LW3513  PID         -  LW3513
 LW3513  STATE/COUNTY-  RI/PROVIDENCE
 LW3513  USGS QUAD   -  CHEPACHET (1975)
 LW3513
 LW3513                         *CURRENT SURVEY CONTROL
 LW3513  ___________________________________________________________________
 LW3513* NAD 83(1996)-  41 59 45.85766(N)    071 39 57.04857(W)     ADJUSTED  
 LW3513* NAVD 88     -       179.5    (meters)     589.     (feet)  VERTCON   
 LW3513  ___________________________________________________________________
 LW3513  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 LW3513  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LW3513
 LW3513  HORZ ORDER  -  FIRST
 LW3513
 LW3513.The horizontal coordinates were established by classical geodetic methods
 LW3513.and adjusted by the National Geodetic Survey in August 1998..
 LW3513
 LW3513.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3513
 LW3513.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3513
 LW3513.The geoid height was determined by GEOID03.
 LW3513
 LW3513;                    North         East     Units Scale Factor Converg.
 LW3513;SPC RI       -   101,385.358    86,258.703   MT  0.99999607   -0 06 39.5
 LW3513;SPC RI       -   332,628.46    283,000.43   sFT  0.99999607   -0 06 39.5
 LW3513;SPC MA M     -   860,646.311   186,259.028   MT  0.99997089   -0 06 41.1
 LW3513;SPC MA M     - 2,823,637.11    611,084.83   sFT  0.99997089   -0 06 41.1
 LW3513;UTM  19      - 4,652,778.229   279,198.851   MT  1.00019994   -1 47 03.8
 LW3513
 LW3513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3513!SPC RI       -   0.99997647  x   0.99999607  =   0.99997254
 LW3513!SPC MA M     -   0.99997647  x   0.99997089  =   0.99994736
 LW3513!UTM  19      -   0.99997647  x   1.00019994  =   1.00017640
 LW3513
 LW3513|---------------------------------------------------------------------|
 LW3513| PID    Reference Object                     Distance      Geod. Az  |
 LW3513|                                                           dddmmss.s |
 LW3513| CB7769 HERRING RM 1                         22.244 METERS 00547     |
 LW3513| CB7770 HERRING RM 2                         19.542 METERS 07009     |
 LW3513| LW3481 MOWRY FIRE TOWER                    APPROX. 9.5 KM 1022257.8 |
 LW3513| LW3483 NASONVILLE TUXER PLANT TANK         APPROX. 4.4 KM 1115614.5 |
 LW3513| CB7771 HERRING RM 3                         24.296 METERS 16923     |
 LW3513| LW3511 HARRISVILLE WATER CO TANK           APPROX. 2.8 KM 1893803.5 |
 LW3513| LW3510 PASCOAG FIRE DIST STANDPIPE         APPROX. 5.7 KM 2154806.9 |
 LW3513| LW3638 BUCK                                APPROX. 9.5 KM 2564429.5 |
 LW3513|---------------------------------------------------------------------|
 LW3513
 LW3513                          SUPERSEDED SURVEY CONTROL
 LW3513
 LW3513  NAD 83(1996)-  41 59 45.85751(N)    071 39 57.04850(W) AD(       ) 1
 LW3513  NAD 83(1992)-  41 59 45.85670(N)    071 39 57.04753(W) AD(       ) 1
 LW3513  NAD 83(1992)-  41 59 45.85667(N)    071 39 57.04759(W) AD(       ) 1
 LW3513  NAD 83(1986)-  41 59 45.85697(N)    071 39 57.04623(W) AD(       ) 1
 LW3513  NAD 27      -  41 59 45.50361(N)    071 39 58.80739(W) AD(       ) 1
 LW3513  NGVD 29 (07/19/86)  179.7    (m)          590.     (f) VERT ANG       
 LW3513
 LW3513.Superseded values are not recommended for survey control.
 LW3513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3513.See file dsdata.txt to determine how the superseded data were derived.
 LW3513
 LW3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7919952778(NAD 83)
 LW3513_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3513_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3513+STABILITY: SURFACE MOTION
 LW3513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3513+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2005
 LW3513
 LW3513  HISTORY     - Date     Condition        Report By
 LW3513  HISTORY     - 1936     MONUMENTED       CTGS
 LW3513  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW3513  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3513  HISTORY     - 1986     GOOD             RIGS
 LW3513  HISTORY     - 20051030 GOOD             GEOCAC
 LW3513
 LW3513                          STATION DESCRIPTION
 LW3513
 LW3513'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936
 LW3513'STATION IS ON A WOODED HILL ABOUT 1/2 MILE NORTH OF HERRING
 LW3513'POND.  BY AIRLINES ABOUT 7.8 MILES WEST OF WOONSOCKET, AND ABOUT
 LW3513'3.5 MILES NORTHEAST OF PASCOAG.  STATION IS ON THE SUMMIT OF A
 LW3513'HILL AT THE SOUTH END OF THE RIDGE WHICH RUNS APPROXIMATELY
 LW3513'NORTH AND SOUTH.  STATION MARK IS A STANDARD DISK STAMPED
 LW3513'HERRING-1936 SET IN A SQUARE CONCRETE POST, THE TOP BEING
 LW3513'FLUSH WITH THE GROUND.
 LW3513'
 LW3513'TO REACH FROM THE TRAFFIC LIGHT (RED OVERHEAD BLINKER) IN
 LW3513'NASONVILLE, ON THE DOUGLAS PIKE, TURN WEST ON THE ROAD TO
 LW3513'GLENDALE AND GO 0.95 MILE TO T (JUST BEYOND BRIDGE IN
 LW3513'GLENDALE).  TURN RIGHT AND GO 0.2 MILE TO T LEFT AT GLENDALE
 LW3513'POST OFFICE.  TURN LEFT ON ROAD TO SPRING LAKE BEACH (HERRING
 LW3513'POND) AND GO 1.45 MILES TO 2 T ROADS TO BEACHES.  CONTINUE
 LW3513'STRAIGHT AHEAD ON NARROW GRAVEL ROAD WHICH SOON BECOMES ROUGH,
 LW3513'AND GO 1.0 MILE TO DIM T WOODSROAD LEFT, AT CREST OF GRADE.
 LW3513'(OLD GRAVEL PIT AT INTERSECTION).  END OF TRUCK TRAVEL.  TURN
 LW3513'LEFT ON WOODS ROAD AND GO ABOUT 150 YARDS TO TRIANGULAR BLAZE
 LW3513'ON 3-INCH POPLAR TREE ON LEFT.  TURN LEFT THRU WOODS AND GO 40
 LW3513'YARDS TO TOP OF KNOLL.  BEAR RIGHT AND FOLLOW CREST OF RIDGE
 LW3513'TO STATION ON SUMMIT.
 LW3513'
 LW3513'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LW3513'CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1A AND 12A.
 LW3513'
 LW3513'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED
 LW3513'HERRING-1937-NO. 1 WEDGED IN A DRILL HOLE, IN OUT CROPPING
 LW3513'BEDROCK, ABOUT 2 FEET LONG AND 1 FOOT WIDE.  IT IS 73.00 FEET
 LW3513'NORTH OF STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISK
 LW3513'STAMPED HERRING-1937-NO. 2 WEDGED IN A DRILL HOLE, IN OUTCROPPING
 LW3513'BEDROCK, ABOUT 3 FEET LONG AND 2 FEET WIDE.  IT IS 64.10 FEET
 LW3513'NORTHEAST OF STATION.  REFERENCE MARK NO. 3 IS A STANDARD DISK
 LW3513'STAMPED HERRING-1937-NO. 3 WEDGED IN A DRILL HOLE, IN
 LW3513'OUTCROPPING BEDROCK, ABOUT 4 FEET LONG AND 3 FEET WIDE.  IT IS
 LW3513'79.68 FEET SOUTH-SOUTHEAST OF STATION.  NOTE--THESE
 LW3513'REFERENCE MARKS WERE SET A FEW MONTHS AFTER STATION
 LW3513'MARK-1936-1937.
 LW3513'
 LW3513'HEIGHT OF LIGHT ABOVE STATION MARK 13.4 METERS.
 LW3513
 LW3513                          STATION RECOVERY (1958)
 LW3513
 LW3513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW3513'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED AND FOUND IN
 LW3513'GOOD CONDITION.  THE DISTANCE TO ALL MARKS CHECKED AND THE DIRECTION
 LW3513'TO REFERENCE MARKS 1 AND 3 CHECKED.  THE DIRECTION TO REFERENCE
 LW3513'MARK 2 DID NOT CHECK BY 1 MINUTE AND 7 SECONDS.  THE STATION IS
 LW3513'STILL ON THE SUMMIT OF THE RIDGE AND ADDITIONAL MEASUREMENTS TO
 LW3513'NEW REFERENCE POINTS AND A NEW TO REACH FOLLOWS.
 LW3513'
 LW3513'THE STATION IS ABOUT 8 MILES WEST OF WOONSOCKET, ABOUT 2 MILES
 LW3513'NORTH OF HARRISVILLE AND ON PROPERTY OWNED BY THE SWEETS
 LW3513'ESTATE.  IT IS 20 FEET SOUTHWEST OF A LARGE BOULDER AND 11 FEET
 LW3513'NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 LW3513'DISK IS STAMPED HERRING 1936.  (NOTE 1A 7A)
 LW3513'
 LW3513'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HARRISVILLE,
 LW3513'GO NORTH ON SHERMAN ROAD FOR 0.25 MILE TO A FORK.  TAKE THE
 LW3513'RIGHT FORK AND CONTINUE NORTH FOR 0.5 MILE TO A LARGE DAIRY FARM
 LW3513'ON THE RIGHT.  CONTINUE NORTH ON THE PAVED ROAD FOR 2.15 MILES
 LW3513'TO A HOUSE ON THE RIGHT AND A GRAVELED ROAD EAST.  TURN RIGHT
 LW3513'AND GO EAST ON THE GRAVELED ROAD FOR 0.55 MILE TO A SIDE ROAD
 LW3513'RIGHT.  TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.25
 LW3513'MILE TO A HOUSE ON THE LEFT AND A DIM FORK STRAIGHT AHEAD.
 LW3513'KEEP THE LEFT FORK AND CONTINUE SOUTH ON A DIM WOODS ROAD FOR
 LW3513'0.15 MILE TO THE TOP OF A SMALL RISE.  CONTINUE SOUTH ON THE
 LW3513'WOODS ROAD FOR 0.1 MILE TO AN OPENING IN THE WOODS ON THE
 LW3513'RIGHT.  TURN RIGHT AND GO WEST AND SOUTHWEST FOR 0.15 MILE TO
 LW3513'THE HIGHEST POINT OF A RIDGE AND THE STATION AS DESCRIBED.
 LW3513'
 LW3513'REFERENCE MARK 1 IS 82 FEET NORTH OF THE WHITE WITNESS POST
 LW3513'AND 53 FEET NORTH OF THE LARGE BOULDER.  THE DISK IS SET IN A
 LW3513'DRILL HOLE IN OUTCROPPING BEDROCK WHICH HAS AN UNCOVERED SURFACE
 LW3513'OF 2 X 3 FEET.  THE DISK IS STAMPED HERRING NO 1 1937.  (NOTE
 LW3513'12A)
 LW3513'
 LW3513'REFERENCE MARK 2 IS 55 FEET NORTHEAST OF THE WHITE WITNESS POST
 LW3513'AND 42 FEET EAST OF THE BOULDER.  THE DISK IS SET IN A DRILL
 LW3513'HOLE IN OUTCROPPING BEDROCK WHICH HAS AN UNCOVERED SURFACE OF
 LW3513'4 X 4 FEET.  THE DISK IS STAMPED HERRING NO 2 1937.  (NOTE 12A)
 LW3513'
 LW3513'REFERENCE MARK 3 IS 69 FEET SOUTH OF THE WHITE WITNESS POST
 LW3513'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 LW3513'ABOUT 3 FEET.  THE DISK IS STAMPED HERRING NO 3 1937.  (NOTE 12A)
 LW3513'
 LW3513'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO THICK
 LW3513'UNDERGROWTH.
 LW3513'
 LW3513'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LW3513
 LW3513                          STATION RECOVERY (1968)
 LW3513
 LW3513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3513'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 LW3513'CONDITION.  THE DISTANCE AND DIRECTION TO ALL REFERENCE MARKS
 LW3513'CHECKED WITH THE 1958 RECOVERY NOTE.  DUE TO VARIOUS REASONS A
 LW3513'COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3513'
 LW3513'STATION IS LOCATED ABOUT 8 MILES WEST OF WOONSOCKET, 2 MILES
 LW3513'NORTH OF HARRISVILLE, 1 MILE SOUTH OF THE MASSACHUSETTS-RHODE
 LW3513'ISLAND STATE LINE AND ON PROPERTY OF STATE OF RHODE ISLAND IN
 LW3513'THE BLACK HUT MANAGEMENT AREA.
 LW3513'
 LW3513'TO REACH FROM THE HARRISVILLE POST OFFICE, GO NORTH ON MAIN
 LW3513'STREET FOR 0.25 MILES TO A FORK, BEAR RIGHT AND CONTINUE AHEAD
 LW3513'ON SHERMAN FARM ROAD FOR 0.6 MILE TO A LARGE DAIRY FARM ON
 LW3513'RIGHT.  CONTINUE AHEAD ON SHERMAN FARM ROAD FOR 2.15 MILES TO
 LW3513'A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON PAVED ROAD WHICH
 LW3513'TURNS INTO A GRAVELED ROAD FOR 0.7 MILE TO A SIDE ROAD
 LW3513'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO A HOUSE ON
 LW3513'LEFT AND ROAD FORK.  CONTINUE AHEAD SOUTH ON ROAD (LEFT FORK)
 LW3513'FOR 0.25 MILE TO A STATE OF RHODE ISLAND BLACK HUT
 LW3513'MANAGEMENT AREA SIGN ON RIGHT AND SIDE ROAD RIGHT.  TURN
 LW3513'RIGHT AND GO WESTERLY AND SOUTHERLY FOLLOWING DIM WOODS ROAD
 LW3513'FOR 0.1 MILE TO DIM FORK, AND STATION AS DESCRIBED.
 LW3513'
 LW3513'STATION MARK, STAMPED HERRING 1936, IS SET IN TOP OF A CONCRETE
 LW3513'POST WHICH IS SET FLUSH WITH THE GROUND.  IT IS 21 FEET SOUTHWEST
 LW3513'OF A LARGE BOULDER AND 4 FEET NORTHEAST OF A METAL WITNESS
 LW3513'POST.  (NOTE 1A 7A)
 LW3513'
 LW3513'RM 1, STAMPED HERRING 1936 NO 1, IS SET IN A BEDROCK FORMATION
 LW3513'WHICH PROJECTS ABOUT 1 FOOT AND IS 2 BY 3 FOOT IN SIZE.  IT IS
 LW3513'53 FEET NORTH OF A LARGE BOULDER AND 6.6 FEET SOUTHWEST OF A
 LW3513'METAL WITNESS POST. (NOTE 12A)
 LW3513'
 LW3513'RM 2, STAMPED HERRING 1936 NO 2, IS SET IN A BEDROCK FORMATION
 LW3513'WHICH PROJECTS 1 FOOT AND IS 4 BY 4 FOOT IN SIZE.  IT IS 42
 LW3513'FEET EAST OF A LARGE BOULDER, ABOUT 10 FEET LOWER IN ELEVATION
 LW3513'THAN THE LARGE BOULDER AND 2.7 FEET SOUTHEAST OF A METAL WITNESS
 LW3513'POST.  (NOTE 12A)
 LW3513'
 LW3513'RM 3, STAMPED HERRING 1936 NO 3, IS SET IN TOP OF A BOULDER
 LW3513'WHICH PROJECTS 3 FEET AND IS 5 BY 5 FOOT IN SIZE.  IT IS 2 FEET
 LW3513'NORTHEAST OF A METAL WITNESS POST.  (NOTE 12C)
 LW3513'
 LW3513'HEIGHT OF LIGHT ABOVE STATION MARK 60 FEET.
 LW3513'
 LW3513'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3513'2 MILES NORTH OF HARRISVILLE.
 LW3513
 LW3513                          STATION RECOVERY (1986)
 LW3513
 LW3513'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW3513'THE STATION WAS RECOVERED AT THIS DATE.
 LW3513'THE RIDGE ON WHICH THE STATION IS LOCATED IS NOW HEAVILY WOODED,
 LW3513'AND THE USE OF TOWERS OR SELECTIVE CUTTING WOULD BE NEEDED TO USE
 LW3513'THE STATION MARK.
 LW3513
 LW3513                          STATION RECOVERY (2005)
 LW3513
 LW3513'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW3513'FOUND STATION AND 3 RM'S IN GOOD CONDITION. RM2 WAS MORE EAST THAN NE.
 LW3513' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2175 ***********************************************************************
 LW2175  DESIGNATION -  HIGH HILL POINT TRIPOD
 LW2175  PID         -  LW2175
 LW2175  STATE/COUNTY-  RI/NEWPORT
 LW2175  USGS QUAD   -  TIVERTON (1975)
 LW2175
 LW2175                         *CURRENT SURVEY CONTROL
 LW2175  ___________________________________________________________________
 LW2175* NAD 83(1996)-  41 32 50.85405(N)    071 12 57.74659(W)     ADJUSTED  
 LW2175* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LW2175  ___________________________________________________________________
 LW2175  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 LW2175  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW2175
 LW2175  HORZ ORDER  -  THIRD
 LW2175
 LW2175.The horizontal coordinates were established by classical geodetic methods
 LW2175.and adjusted by the National Geodetic Survey in August 1998..
 LW2175
 LW2175.The orthometric height was scaled from a topographic map.
 LW2175
 LW2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2175
 LW2175.The geoid height was determined by GEOID03.
 LW2175
 LW2175;                    North         East     Units Scale Factor Converg.
 LW2175;SPC RI       -    51,584.468   123,692.058   MT  1.00000065   +0 11 18.0
 LW2175;SPC RI       -   169,240.04    405,813.03   sFT  1.00000065   +0 11 18.0
 LW2175;SPC MA M     -   810,845.810   223,692.839   MT  1.00002907   +0 11 26.7
 LW2175;SPC MA M     - 2,660,249.96    733,898.92   sFT  1.00002907   +0 11 26.7
 LW2175;UTM  19      - 4,601,904.407   315,172.572   MT  1.00002041   -1 28 12.7
 LW2175
 LW2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2175!SPC RI       -   1.00000236  x   1.00000065  =   1.00000301
 LW2175!SPC MA M     -   1.00000236  x   1.00002907  =   1.00003143
 LW2175!UTM  19      -   1.00000236  x   1.00002041  =   1.00002277
 LW2175
 LW2175:                Primary Azimuth Mark                     Grid Az
 LW2175:SPC RI       -  QUAKER 1836                              320 17 14.8
 LW2175:SPC MA M     -  QUAKER 1836                              320 17 06.1
 LW2175:UTM  19      -  QUAKER 1836                              321 56 45.5
 LW2175
 LW2175|---------------------------------------------------------------------|
 LW2175| PID    Reference Object                     Distance      Geod. Az  |
 LW2175|                                                           dddmmss.s |
 LW2175| LW2452 QUAKER 1836                         APPROX. 5.1 KM 3202832.8 |
 LW2175|---------------------------------------------------------------------|
 LW2175
 LW2175                          SUPERSEDED SURVEY CONTROL
 LW2175
 LW2175  NAD 83(1996)-  41 32 50.85388(N)    071 12 57.74631(W) AD(       ) 3
 LW2175  NAD 83(1992)-  41 32 50.85220(N)    071 12 57.74577(W) AD(       ) 3
 LW2175  NAD 83(1992)-  41 32 50.85197(N)    071 12 57.74561(W) AD(       ) 3
 LW2175  NAD 83(1986)-  41 32 50.85228(N)    071 12 57.74394(W) AD(       ) 3
 LW2175  NAD 27      -  41 32 50.48400(N)    071 12 59.57800(W) AD(       ) 3
 LW2175
 LW2175.Superseded values are not recommended for survey control.
 LW2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2175.See file dsdata.txt to determine how the superseded data were derived.
 LW2175
 LW2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1517301904(NAD 83)
 LW2175
 LW2175  HISTORY     - Date     Condition        Report By
 LW2175  HISTORY     - 1917     MONUMENTED       CGS
 LW2175  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2175  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LW2175
 LW2175                          STATION DESCRIPTION
 LW2175
 LW2175'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2175'AT THE TOP OF THIS PROMINTORY, THERE IS A PIECE OF TILE FILLED
 LW2175'WITH CONCRETE SET IN THE GROUND SURROUNDED WITH CONCRETE.  THE TOP
 LW2175'OF THE PIPE HAS BEEN BROKEN OFF, BUT OTHERWISE IT DOES NOT APPEAR
 LW2175'TO HAVE BEEN DISTURBED.  THIS MAY OR IT MAY NOT BE THE STATION, AS
 LW2175'THE MARKING IS NOT STATED.  IF IT IS, IT IS USABLE.
 LW2175
 LW2175                          STATION RECOVERY (1962)
 LW2175
 LW2175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW2175'RECOVERED AS DESCRIBED IN VERY GOOD CONDITION.
 LW2175'
 LW2175'THE COMBINED R.P.S. 1917 AND R.I. GEOD. S., 1935 DESCRIPTION
 LW2175'IS EXCELLENT.  THERE IS, OF COURSE, NO DISK, DATE, OR MARKING,
 LW2175'BUT STATION IS USEABLE.  LITTLE COMPTON POSTMASTER LAWTON TOLD ME
 LW2175'TODAY THAT HE REMEMBERS WHEN THE STATION HAD A DISK FLUSH WITH
 LW2175'THE CONCRETE TOP, WITHIN THE THEN, UNBROKEN TILE.
 LW2175'
 LW2175'WHEN A REVISION OF THE DESCRIPTION IS MADE, ID SUGGEST THAT THE
 LW2175'SENTENCE THAT STARTS WITH--THE TOP OF THE PIPE HAS...BE MADE TO
 LW2175'READ--THE TOP OF THE TILE PIPE HAS...
 LW2175'
 LW2175'STATION SEES UP AND DOWN THE SAKONNET RIVER.  W ACROSS THE
 LW2175'RIVER.  AND E TOWARD HIGHER LAND IN LITTLE COMPTON AND
 LW2175'TIVERTON.  THE PROMINTORY, OF PUDDING-STONE, IS GRASS COVERED,
 LW2175'AND IS ABOUT 1 MILE S OF FOGLAND.
 LW2175'
 LW2175'3.585 METERS N OF STATION, IS A 3/8 INCH DIAM. DRILL HOLE IN A
 LW2175'ROCK ABOUT 1-1/2 FT. BY 6 INCHES, FLUSH WITH THE GROUND.  TO REACH
 LW2175'FROM MAIN ROAD (TIVERTON FOUR CORNERS TO SAKONNET), TURN W ON POND
 LW2175'BRIDGE ROAD, WHICH EVENTUALLY TURNS S, AND PASSES CLOSE TO A STONY
 LW2175'BEACH ON YOUR RIGHT.  PARK HERE AND WALK WLY, UPHILL TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3134 ***********************************************************************
 LW3134  DESIGNATION -  HIGHLAND HOUSE CUPOLA
 LW3134  PID         -  LW3134
 LW3134  STATE/COUNTY-  RI/WASHINGTON
 LW3134  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3134
 LW3134                         *CURRENT SURVEY CONTROL
 LW3134  ___________________________________________________________________
 LW3134* NAD 83(1996)-  41 10 03.27242(N)    071 33 28.91665(W)     ADJUSTED  
 LW3134* NAVD 88     -                                                        
 LW3134  ___________________________________________________________________
 LW3134  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 LW3134  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LW3134
 LW3134  HORZ ORDER  -  THIRD
 LW3134
 LW3134.The horizontal coordinates were established by classical geodetic methods
 LW3134.and adjusted by the National Geodetic Survey in August 1998..
 LW3134
 LW3134
 LW3134.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3134
 LW3134.The geoid height was determined by GEOID03.
 LW3134
 LW3134;                    North         East     Units Scale Factor Converg.
 LW3134;SPC RI       -     9,357.210    95,129.851   MT  0.99999404   -0 02 17.5
 LW3134;SPC RI       -    30,699.45    312,105.19   sFT  0.99999404   -0 02 17.5
 LW3134;UTM  19      - 4,560,514.351   285,401.714   MT  1.00016681   -1 41 04.2
 LW3134
 LW3134                          SUPERSEDED SURVEY CONTROL
 LW3134
 LW3134  NAD 83(1996)-  41 10 03.27060(N)    071 33 28.91534(W) AD(       ) 4
 LW3134  NAD 83(1992)-  41 10 03.27049(N)    071 33 28.91539(W) AD(       ) 4
 LW3134  NAD 83(1992)-  41 10 03.26937(N)    071 33 28.91601(W) AD(       ) 4
 LW3134  NAD 83(1986)-  41 10 03.26798(N)    071 33 28.91263(W) AD(       ) 4
 LW3134  NAD 27      -  41 10 02.89900(N)    071 33 30.71000(W) AD(       ) 3
 LW3134
 LW3134.Superseded values are not recommended for survey control.
 LW3134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3134.See file dsdata.txt to determine how the superseded data were derived.
 LW3134
 LW3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8540260514(NAD 83)
 LW3134_MARKER: 86 = CUPOLA
 LW3134
 LW3134  HISTORY     - Date     Condition        Report By
 LW3134  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3134  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW3134
 LW3134                          STATION DESCRIPTION
 LW3134
 LW3134'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5549 ***********************************************************************
 LW5549  DESIGNATION -  HILL 2
 LW5549  PID         -  LW5549
 LW5549  STATE/COUNTY-  RI/NEWPORT
 LW5549  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW5549
 LW5549                         *CURRENT SURVEY CONTROL
 LW5549  ___________________________________________________________________
 LW5549* NAD 83(1996)-  41 28 51.32442(N)    071 23 35.26307(W)     ADJUSTED  
 LW5549* NAVD 88     -        38.3    (meters)     126.     (feet)  VERTCON   
 LW5549  ___________________________________________________________________
 LW5549  X           -   1,526,887.918 (meters)                     COMP
 LW5549  Y           -  -4,535,256.347 (meters)                     COMP
 LW5549  Z           -   4,202,590.639 (meters)                     COMP
 LW5549  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 LW5549  ELLIP HEIGHT-           8.20  (meters)          (06/13/02) GPS OBS
 LW5549  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW5549
 LW5549  HORZ ORDER  -  THIRD
 LW5549  ELLP ORDER  -  FOURTH    CLASS II
 LW5549
 LW5549.The horizontal coordinates were established by GPS observations
 LW5549.and adjusted by the National Geodetic Survey in August 1998..
 LW5549
 LW5549.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5549
 LW5549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5549
 LW5549.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5549
 LW5549.The ellipsoidal height was determined by GPS observations
 LW5549.and is referenced to NAD 83.
 LW5549
 LW5549.The geoid height was determined by GEOID03.
 LW5549
 LW5549;                    North         East     Units Scale Factor Converg.
 LW5549;SPC RI       -    44,161.344   108,925.913   MT  0.99999473   +0 04 14.8
 LW5549;SPC RI       -   144,886.01    357,367.77   sFT  0.99999473   +0 04 14.8
 LW5549;UTM  19      - 4,594,911.085   300,197.024   MT  1.00009131   -1 35 08.4
 LW5549
 LW5549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5549!SPC RI       -   0.99999871  x   0.99999473  =   0.99999344
 LW5549!UTM  19      -   0.99999871  x   1.00009131  =   1.00009002
 LW5549
 LW5549                          SUPERSEDED SURVEY CONTROL
 LW5549
 LW5549  ELLIP H (08/17/98)    8.21   (m)                       GP(       ) 4 1
 LW5549  NAD 83(1996)-  41 28 51.32380(N)    071 23 35.26228(W) AD(       ) 3
 LW5549  NAD 83(1992)-  41 28 51.32289(N)    071 23 35.26235(W) AD(       ) 3
 LW5549  ELLIP H (01/17/96)    8.16   (m)                       GP(       ) 4 2
 LW5549  NAD 83(1992)-  41 28 51.32227(N)    071 23 35.26222(W) AD(       ) 3
 LW5549  NAD 83(1986)-  41 28 51.32226(N)    071 23 35.25943(W) AD(       ) 3
 LW5549  NGVD 29 (07/30/91)   38.6    (m)          127.     (f) GPS OBS        
 LW5549
 LW5549.Superseded values are not recommended for survey control.
 LW5549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5549.See file dsdata.txt to determine how the superseded data were derived.
 LW5549
 LW5549_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0019794911(NAD 83)
 LW5549_MARKER: DD = SURVEY DISK
 LW5549_SETTING: 66 = SET IN ROCK OUTCROP
 LW5549_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 LW5549_STAMPING: HILL 2 RIGS 1989
 LW5549_MARK LOGO: RIGS  
 LW5549_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5549+STABILITY: POSITION/ELEVATION WELL
 LW5549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW5549+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 LW5549
 LW5549  HISTORY     - Date     Condition        Report By
 LW5549  HISTORY     - 1989     MONUMENTED       RIGS
 LW5549  HISTORY     - 20050711 GOOD             USPSQD
 LW5549
 LW5549                          STATION DESCRIPTION
 LW5549
 LW5549'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5549'THE STATION IS LOCATED ABOUT 2.80 KM (1.75 MI) SOUTHWEST OF JAMESTOWN
 LW5549'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY,
 LW5549'401 277-2814.
 LW5549'TO REACH FROM THE POST OFFICE AT NARRAGANSETT AVENUE AND SOUTHWEST
 LW5549'AVENUE, GO SOUTH 0.88 KM (0.55 MI) ON SOUTHWEST AVENUE, BEAR RIGHT, GO
 LW5549'WEST, THEN SOUTH, 1.20 KM (0.75 MI) ON BEAVER TAIL ROAD TO A SIDE ROAD
 LW5549'RIGHT, TURN RIGHT, GO WEST 0.32 KM (0.20 MI) ON BATTERY LANE TO A
 LW5549'FORK, BEAR LEFT AND GO 0.15 KM (0.10 MI) TO THE END OF THE ROAD AND
 LW5549'CONTINUE ALONG A PATH TO THE STATION ON THE RIGHT AT THE EDGE OF A
 LW5549'SLOPE.
 LW5549'THE ORIGINAL CGS STATION---HILL---WAS NOT RECOVERED, ONLY THE DRILL
 LW5549'HOLE WAS RECOVERED AND HILL 2 CEMENTED INTO THE DRILL HOLE
 LW5549'THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL HOLE IN THE TOP
 LW5549'OF A ROCK OUTCROP, 1.0 M (3.3 FT) LARGEST DIMENSION. IT IS 31.11 M
 LW5549'(102.1 FT) NORTH FROM REFERENCE MARK, HILL RM 3, 16.1 M (52.8 FT) WEST
 LW5549'FROM REFERENCE MARK, HILL RM 2, 12.5 M (41.0 FT) NORTH FROM THE
 LW5549'EXTENDED CENTERLINE OF A DIRT PATH.
 LW5549
 LW5549                          STATION RECOVERY (2005)
 LW5549
 LW5549'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW5549'LOCATED 23 FEET WEST OF THE CENTER OF A GRAVEL TRAIL.  RM3 WAS NOT
 LW5549'FOUND.
 LW5549' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0635 ***********************************************************************
 LW0635  DESIGNATION -  HILL RM 1
 LW0635  PID         -  LW0635
 LW0635  STATE/COUNTY-  RI/NEWPORT
 LW0635  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0635
 LW0635                         *CURRENT SURVEY CONTROL
 LW0635  ___________________________________________________________________
 LW0635* NAD 83(1986)-  41 28 50.     (N)    071 23 35.     (W)     SCALED    
 LW0635* NAVD 88     -        36.124  (meters)     118.52   (feet)  ADJUSTED  
 LW0635  ___________________________________________________________________
 LW0635  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW0635  DYNAMIC HT  -          36.112 (meters)     118.48  (feet)  COMP
 LW0635  MODELED GRAV-     980,291.3   (mgal)                       NAVD 88
 LW0635
 LW0635  VERT ORDER  -  SECOND    CLASS 0
 LW0635
 LW0635.The horizontal coordinates were scaled from a topographic map and have
 LW0635.an estimated accuracy of +/- 6 seconds.
 LW0635
 LW0635.The orthometric height was determined by differential leveling
 LW0635.and adjusted by the National Geodetic Survey in June 1991..
 LW0635
 LW0635.The geoid height was determined by GEOID03.
 LW0635
 LW0635.The dynamic height is computed by dividing the NAVD 88
 LW0635.geopotential number by the normal gravity value computed on the
 LW0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0635.degrees latitude (g = 980.6199 gals.).
 LW0635
 LW0635.The modeled gravity was interpolated from observed gravity values.
 LW0635
 LW0635;                    North         East    Units  Estimated Accuracy
 LW0635;SPC RI       -    44,120.      108,930.      MT  (+/- 180 meters Scaled)
 LW0635
 LW0635                          SUPERSEDED SURVEY CONTROL
 LW0635
 LW0635  NGVD 29 (??/??/92)   36.398  (m)          119.42   (f) ADJ UNCH    2 0
 LW0635
 LW0635.Superseded values are not recommended for survey control.
 LW0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0635.See file dsdata.txt to determine how the superseded data were derived.
 LW0635
 LW0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF002948(NAD 83)
 LW0635_MARKER: DS = TRIANGULATION STATION DISK
 LW0635_SETTING: 80 = SET IN A BOULDER
 LW0635_SP_SET: BOULDER
 LW0635_STAMPING: HILL NO 1 1940
 LW0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0635+STABILITY: SURFACE MOTION
 LW0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0635+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 LW0635
 LW0635  HISTORY     - Date     Condition        Report By
 LW0635  HISTORY     - 1940     MONUMENTED       CGS
 LW0635  HISTORY     - 1943     GOOD             NGS
 LW0635  HISTORY     - 20050711 GOOD             USPSQD
 LW0635
 LW0635                          STATION DESCRIPTION
 LW0635
 LW0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0635'AT JAMESTOWN.
 LW0635'52.88 FEET EAST OF TRIANGULATION STATION HILL DESCRIBED ABOVE,
 LW0635'BETWEEN THE ROAD AND THE STATION, AND IN THE TOP OF A BOULDER
 LW0635'PROJECTING 5 INCHES ABOVE THE GROUND.
 LW0635
 LW0635                          STATION RECOVERY (2005)
 LW0635
 LW0635'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW0635'LOCATED 30 FEET EAST OF THE CENTER OF A GRAVEL TRAIL. THE STAMPING IS
 LW0635'HILL 2 1940 WITH AN ARROW POINTING WEST.  A 30 INCH HIGH PIPE WAS
 LW0635'FOUND STICKING INTO THE GROUND 2 1/2 FEET TO THE WEST, PROBABLY SERVED
 LW0635'AS A WITHESS POST AT ONE TIME.
 LW0635' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3017 ***********************************************************************
 LW3017  DESIGNATION -  HILL TIP
 LW3017  PID         -  LW3017
 LW3017  STATE/COUNTY-  RI/WASHINGTON
 LW3017  USGS QUAD   -  KINGSTON (1975)
 LW3017
 LW3017                         *CURRENT SURVEY CONTROL
 LW3017  ___________________________________________________________________
 LW3017* NAD 83(1996)-  41 23 53.70573(N)    071 37 11.47361(W)     ADJUSTED  
 LW3017* NAVD 88     -                                                        
 LW3017  ___________________________________________________________________
 LW3017  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 LW3017  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LW3017
 LW3017  HORZ ORDER  -  THIRD
 LW3017
 LW3017.The horizontal coordinates were established by classical geodetic methods
 LW3017.and adjusted by the National Geodetic Survey in August 1998..
 LW3017
 LW3017
 LW3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3017
 LW3017.The geoid height was determined by GEOID03.
 LW3017
 LW3017;                    North         East     Units Scale Factor Converg.
 LW3017;SPC RI       -    34,981.084    89,977.082   MT  0.99999499   -0 04 45.3
 LW3017;SPC RI       -   114,767.11    295,199.81   sFT  0.99999499   -0 04 45.3
 LW3017;UTM  19      - 4,586,280.719   280,988.131   MT  1.00019034   -1 43 59.4
 LW3017
 LW3017                          SUPERSEDED SURVEY CONTROL
 LW3017
 LW3017  NAD 83(1996)-  41 23 53.70459(N)    071 37 11.47298(W) AD(       ) 4
 LW3017  NAD 83(1992)-  41 23 53.70406(N)    071 37 11.47319(W) AD(       ) 4
 LW3017  NAD 83(1992)-  41 23 53.70406(N)    071 37 11.47313(W) AD(       ) 4
 LW3017  NAD 83(1986)-  41 23 53.70612(N)    071 37 11.47342(W) AD(       ) 4
 LW3017  NAD 27      -  41 23 53.34800(N)    071 37 13.24800(W) AD(       ) 3
 LW3017
 LW3017.Superseded values are not recommended for survey control.
 LW3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3017.See file dsdata.txt to determine how the superseded data were derived.
 LW3017
 LW3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8098886281(NAD 83)
 LW3017
 LW3017  HISTORY     - Date     Condition        Report By
 LW3017  HISTORY     - UNK      MONUMENTED
 LW3017  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3017
 LW3017                          STATION DESCRIPTION
 LW3017
 LW3017'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3017'NO SEARCH WAS MADE FOR THIS STATION DUE TO LACK OF ORIGINAL
 LW3017'DESCRIPTION AND KNOWLEDGE OF MANNER IN WHICH STATION WAS
 LW3017'MARKED.  SEE DESCRIPTION OF KNEW WHICH IS LOCATED IN THE SAME
 LW3017'VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3249 ***********************************************************************
 LW3249  DESIGNATION -  HILLVIEW
 LW3249  PID         -  LW3249
 LW3249  STATE/COUNTY-  RI/WASHINGTON
 LW3249  USGS QUAD   -  ASHAWAY (1984)
 LW3249
 LW3249                         *CURRENT SURVEY CONTROL
 LW3249  ___________________________________________________________________
 LW3249* NAD 83(1996)-  41 23 40.77989(N)    071 49 04.95792(W)     ADJUSTED  
 LW3249* NAVD 88     -        65.0    (meters)     213.     (feet)  VERTCON   
 LW3249  ___________________________________________________________________
 LW3249  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 LW3249  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LW3249
 LW3249  HORZ ORDER  -  FIRST
 LW3249
 LW3249.The horizontal coordinates were established by classical geodetic methods
 LW3249.and adjusted by the National Geodetic Survey in August 1998..
 LW3249
 LW3249.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3249
 LW3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3249
 LW3249.The geoid height was determined by GEOID03.
 LW3249
 LW3249;                    North         East     Units Scale Factor Converg.
 LW3249;SPC RI       -    34,624.201    73,401.718   MT  1.00000245   -0 12 37.1
 LW3249;SPC RI       -   113,596.23    240,818.80   sFT  1.00000245   -0 12 37.1
 LW3249;SPC CT       -   215,160.331   382,738.742   MT  0.99998607   +0 37 04.6
 LW3249;SPC CT       -   705,905.19  1,255,702.02   sFT  0.99998607   +0 37 04.6
 LW3249;UTM  19      - 4,586,402.422   264,405.425   MT  1.00028313   -1 51 51.4
 LW3249
 LW3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3249!SPC RI       -   0.99999459  x   1.00000245  =   0.99999704
 LW3249!SPC CT       -   0.99999459  x   0.99998607  =   0.99998066
 LW3249!UTM  19      -   0.99999459  x   1.00028313  =   1.00027772
 LW3249
 LW3249:                Primary Azimuth Mark                     Grid Az
 LW3249:SPC RI       -  AIRPORT BCN WESTERLY STATE APT           168 57 16.0
 LW3249:SPC CT       -  AIRPORT BCN WESTERLY STATE APT           168 07 34.3
 LW3249:UTM  19      -  AIRPORT BCN WESTERLY STATE APT           170 36 30.3
 LW3249
 LW3249|---------------------------------------------------------------------|
 LW3249| PID    Reference Object                     Distance      Geod. Az  |
 LW3249|                                                           dddmmss.s |
 LW3249| LW3278 AIRPORT BCN WESTERLY STATE APT      APPROX. 5.0 KM 1684438.9 |
 LW3249| LW3248 WESTERLY WARD HIGH SCH CUPOLA       APPROX. 2.1 KM 1825334.7 |
 LW3249| LW3437 STONINGTON MUN TANK                 APPROX. 9.4 KM 2264901.5 |
 LW3249| CB7778 HILLVIEW RM 1                        21.441 METERS 26903     |
 LW3249| CB7780 HILLVIEW RM 3                        80.080 METERS 27330     |
 LW3249| LW3260 HILLVIEW RM 4                        15.610 METERS 31224     |
 LW3249| CB7779 HILLVIEW RM 2                        21.816 METERS 34118     |
 LW3249|---------------------------------------------------------------------|
 LW3249
 LW3249                          SUPERSEDED SURVEY CONTROL
 LW3249
 LW3249  NAD 83(1992)-  41 23 40.77861(N)    071 49 04.95714(W) AD(       ) 1
 LW3249  NAD 83(1986)-  41 23 40.77786(N)    071 49 04.95914(W) AD(       ) 1
 LW3249  NAD 27      -  41 23 40.42101(N)    071 49 06.71092(W) AD(       ) 1
 LW3249  NGVD 29 (07/19/86)   65.3    (m)          214.     (f) VERT ANG       
 LW3249
 LW3249.Superseded values are not recommended for survey control.
 LW3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3249.See file dsdata.txt to determine how the superseded data were derived.
 LW3249
 LW3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6440586402(NAD 83)
 LW3249_MARKER: DS = TRIANGULATION STATION DISK
 LW3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3249+STABILITY: SURFACE MOTION
 LW3249
 LW3249  HISTORY     - Date     Condition        Report By
 LW3249  HISTORY     - 1969     MONUMENTED       CGS
 LW3249  HISTORY     - 1975     GOOD             NGS
 LW3249  HISTORY     - 1979     GOOD             NGS
 LW3249  HISTORY     - 1984     GOOD             USPSQD
 LW3249  HISTORY     - 1989     GOOD             USPSQD
 LW3249
 LW3249                          STATION DESCRIPTION
 LW3249
 LW3249'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3249'STATION IS LOCATED ABOUT 3-3/4 MILES WEST-SOUTHWEST OF
 LW3249'BRADFORD, 2-1/2 MILES SOUTHWEST OF ASHAWAY, 1-1/2 MILES
 LW3249'NORTHEAST OF WESTERLY, 1/2 MILE WEST OF STATE HIGHWAY
 LW3249'3 AND ON PROPERTY OWNED BY THE WESTERLY WATER WORKS.
 LW3249'
 LW3249'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3
 LW3249'AND 216 IN ASHAWAY, GO SOUTHWESTERLY ON HIGHWAY 3 FOR
 LW3249'3.25 MILES TO A REVERSE FORK.  TURN SHARP RIGHT AND GO
 LW3249'NORTH ON POTTER HILL ROAD FOR 0.25 MILE TO HILLVIEW DRIVE
 LW3249'ON THE RIGHT.  TURN RIGHT AND GO EAST ON HILLVIEW DRIVE
 LW3249'FOR 0.15 MILE TO A CONCRETE RESERVOIR AND STATION AS DESCRIBED.
 LW3249'
 LW3249'ALL MARKS ARE STANDARD DISKS.
 LW3249'
 LW3249'STATION MARK, STAMPED HILLVIEW 1969 IS SET IN A ROUND
 LW3249'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS
 LW3249'137.5 FEET EAST OF POWER POLE 6490, 115 FEET EAST OF A
 LW3249'FIRE HYDRANT, 27.8 FEET SOUTHEAST OF THE SOUTHEAST SIDE
 LW3249'OF THE CONCRETE RESERVOIR, 19.6 FEET WEST OF A METAL
 LW3249'WITNESS POST AND 19 FEET NORTHEAST OF A ROCK FENCE.
 LW3249'
 LW3249'RM 1, STAMPED HILLVIEW NO 1 1969 IS SET IN A ROUND CONCRETE
 LW3249'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 67
 LW3249'FEET EAST OF POWER POLE 6490, 45 FEET EAST OF FIRE
 LW3249'HYDRANT, 28 FEET NORTH OF THE ROCK FENCE, 13 FEET SOUTHWEST
 LW3249'OF THE SOUTHWEST SIDE OF THE RESERVOIR AND 1.7 FEET NORTH
 LW3249'OF A METAL WITNESS POST.
 LW3249'
 LW3249'RM 2, STAMPED HILLVIEW NO 2 1969 IS SET IN A ROUND CONCRETE
 LW3249'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 LW3249'89 FEET NORTH OF THE ROCK FENCE, 9.8 FEET NORTHEAST OF
 LW3249'THE NORTHEAST SIDE OF THE RESERVOIR AND 1.5 FEET SOUTHWEST
 LW3249'OF A METAL WITNESS POST.
 LW3249'
 LW3249'RM 3, STAMPED HILLVIEW NO 3 1969 IS SET IN A ROUND CONCRETE
 LW3249'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 54
 LW3249'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 19
 LW3249'FEET NORTH OF CENTER OF HILLVIEW DRIVE, 15 FEET SOUTHWEST
 LW3249'OF A BOULDER THAT PROJECTS 3 FEET AND 3 FEET NORTHEAST OF
 LW3249'POWER POLE 6053.
 LW3249'
 LW3249'NO MEASUREMENT BETWEEN RMS.  CONCRETE RESERVOIR ON LINE.
 LW3249'
 LW3249'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW3249
 LW3249                          STATION RECOVERY (1975)
 LW3249
 LW3249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3249'THE STATION, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED AND FOUND IN
 LW3249'GOOD CONDITION.  THE ANGLE FROM REFERENCE MARK 3 TO REFERENCE MARKS
 LW3249'1 AND 2 CHECKED WITH THE 1969 OBSERVATIONS.  THE DISTANCE TO
 LW3249'REFERENCE MARKS 1 AND 2 CHECKED.  THE DISTANCE TO REFERENCE MARK 3
 LW3249'WAS FOUND LONGER BY 0.08 FOOT.  A REFERENCE MARK 4 WAS
 LW3249'ESTABLISHED AND OCCUPIED AT THIS TIME.  DUE TO CHANGES A
 LW3249'COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3249'
 LW3249'THE STATION IS LOCATED ABOUT 3-3/4 MILES WEST-SOUTHWEST OF BRADFORD,
 LW3249'2-1/2 MILES SOUTHWEST OF ASHAWAY, 1-1/2 MILES NORTHEAST OF WESTERLY,
 LW3249'1/2 MILE WEST OF STATE HIGHWAY 3 AND ON PROPERTY OWNED BY THE
 LW3249'WESTERLY WATER WORKS.
 LW3249'
 LW3249'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 3 AND 216
 LW3249'IN ASHAWAY, GO SOUTHWESTERLY ON HIGHWAY 3 FOR 3.25 MILES TO A
 LW3249'REVERSE FORK.  TURN SHARP RIGHT AND GO NORTH ON POTTER HILL ROAD
 LW3249'FOR 0.2 MILE TO HILLVIEW DRIVE ON THE RIGHT.  TURN RIGHT AND GO
 LW3249'EAST ON HILLVIEW DRIVE FOR 0.15 MILE TO A CONCRETE RESERVOIR ON
 LW3249'THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 LW3249'
 LW3249'THE STATION MARKS ARE STANDARD DISKS STAMPED HILLVIEW 1969.  THE
 LW3249'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LW3249'SURFACE AND THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 LW3249'CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY ARE 137.5
 LW3249'FEET EAST OF POWER LINE POLE NUMBER 6490, 115 FEET EAST OF A FIRE
 LW3249'HYDRANT, 40 FEET NORTHEAST OF THE CENTER OF HILLVIEW DRIVE, 27.8
 LW3249'FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE CONCRETE RESERVOIR AND
 LW3249'19.6 FEET WEST OF A METAL WITNESS POST.
 LW3249'
 LW3249'REFERENCE MARK 1, STAMPED HILLVIEW NO 1 1969, IS A STANDARD DISK SET
 LW3249'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 67
 LW3249'FEET EAST OF POWER LINE POLE NUMBER 6490, 45 FEET EAST OF THE FIRE
 LW3249'HYDRANT, 38 FEET NORTH OF THE CENTER OF HILLVIEW DRIVE, 13 FEET
 LW3249'SOUTHWEST OF THE SOUTHWEST SIDE OF THE CONCRETE RESERVOIR AND 1.7
 LW3249'FEET NORTH OF A METAL WITNESS POST.
 LW3249'
 LW3249'REFERENCE MARK 2, STAMPED HILLVIEW NO 2 1969, IS A STANDARD DISK SET
 LW3249'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 49
 LW3249'FEET SOUTHEAST OF AN 8-INCH TREE, 9.8 FEET NORTHEAST OF THE
 LW3249'NORTHEAST SIDE OF THE RESERVOIR AND 1.5 FEET SOUTHWEST OF A METAL
 LW3249'WITNESS POST.
 LW3249'
 LW3249'REFERENCE MARK 3, STAMPED HILLVIEW NO 3 1969, IS A STANDARD DISK SET
 LW3249'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 54
 LW3249'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 19 FEET NORTH OF
 LW3249'THE CENTER OF HILLVIEW DRIVE, 10 FEET SOUTHWEST OF A LARGE BOULDER
 LW3249'THAT PROJECTS 3 FEET ABOVE THE GROUND SURFACE AND 3 FEET
 LW3249'NORTHEAST OF POWER LINE POLE NUMBER 6053.
 LW3249'
 LW3249'REFERENCE MARK 4, STAMPED HILLVIEW NO 4 1969 1975, IS A STANDARD DISK
 LW3249'BONDED TO THE ROOF OF THE CONCRETE RESERVOIR AND FLUSH WITH THE
 LW3249'SURFACE OF THE ROOF.  IT IS 22 FEET WEST OF THE EAST EDGE OF THE
 LW3249'ROOF AND 9.05 FEET EAST OF THE CENTER OF A METAL VENT COVER THAT
 LW3249'IS AT THE CENTER OF THE ROOF.
 LW3249'
 LW3249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 LW3249'NORTHEAST OF WESTERLY.
 LW3249'
 LW3249'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW3249
 LW3249                          STATION RECOVERY (1979)
 LW3249
 LW3249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW3249'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 LW3249'GOOD CONDITION.  THE 1969 DESCRIPTION IS ADEQUATE FOR RECOVERING THE
 LW3249'STATION.
 LW3249
 LW3249                          STATION RECOVERY (1984)
 LW3249
 LW3249'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3249'HILLVIEW 1969 RECOVERED IN GOOD CONDITION.
 LW3249'
 LW3249'RM 1 RECOVERED IN GOOD CONDITION.
 LW3249'
 LW3249'RM 2 RECOVERED IN GOOD CONDITION.
 LW3249'
 LW3249'RM 3 RECOVERED IN GOOD CONDITION.
 LW3249'
 LW3249'NOTE--STATION MARK AND REFERENCE MARK NO 3 WERE ABOUT 3 INCHES
 LW3249'BELOW THE SURFACE OF THE GROUND.
 LW3249
 LW3249                          STATION RECOVERY (1989)
 LW3249
 LW3249'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3260 ***********************************************************************
 LW3260  DESIGNATION -  HILLVIEW RM 4
 LW3260  PID         -  LW3260
 LW3260  STATE/COUNTY-  RI/WASHINGTON
 LW3260  USGS QUAD   -  ASHAWAY (1984)
 LW3260
 LW3260                         *CURRENT SURVEY CONTROL
 LW3260  ___________________________________________________________________
 LW3260* NAD 83(1996)-  41 23 41.12111(N)    071 49 05.45406(W)     ADJUSTED  
 LW3260* NAVD 88     -        71.6    (meters)     235.     (feet)  VERTCON   
 LW3260  ___________________________________________________________________
 LW3260  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 LW3260  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LW3260
 LW3260  HORZ ORDER  -  FIRST
 LW3260
 LW3260.The horizontal coordinates were established by classical geodetic methods
 LW3260.and adjusted by the National Geodetic Survey in August 1998..
 LW3260
 LW3260.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3260
 LW3260.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3260
 LW3260.The geoid height was determined by GEOID03.
 LW3260
 LW3260;                    North         East     Units Scale Factor Converg.
 LW3260;SPC RI       -    34,634.770    73,390.231   MT  1.00000246   -0 12 37.4
 LW3260;SPC RI       -   113,630.91    240,781.12   sFT  1.00000246   -0 12 37.4
 LW3260;SPC CT       -   215,170.733   382,727.104   MT  0.99998606   +0 37 04.3
 LW3260;SPC CT       -   705,939.31  1,255,663.84   sFT  0.99998606   +0 37 04.3
 LW3260;UTM  19      - 4,586,413.321   264,394.245   MT  1.00028320   -1 51 51.7
 LW3260
 LW3260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3260!SPC RI       -   0.99999356  x   1.00000246  =   0.99999602
 LW3260!SPC CT       -   0.99999356  x   0.99998606  =   0.99997962
 LW3260!UTM  19      -   0.99999356  x   1.00028320  =   1.00027675
 LW3260
 LW3260|---------------------------------------------------------------------|
 LW3260| PID    Reference Object                     Distance      Geod. Az  |
 LW3260|                                                           dddmmss.s |
 LW3260| LW3249 HILLVIEW                             15.610 METERS 13224     |
 LW3260| LW3286 WESTERLY STANDPIPE                  APPROX. 2.3 KM 1775021.2 |
 LW3260| LW3248 WESTERLY WARD HIGH SCH CUPOLA       APPROX. 2.1 KM 1823403.1 |
 LW3260| LW3261 WESTERLY MAST                       APPROX. 0.6 KM 1980110.6 |
 LW3260| LW3265 HINCKLEY 3                          APPROX. 3.2 KM 2395200.7 |
 LW3260| CB7780 HILLVIEW RM 3                                      26517     |
 LW3260|---------------------------------------------------------------------|
 LW3260
 LW3260                          SUPERSEDED SURVEY CONTROL
 LW3260
 LW3260  NAD 83(1992)-  41 23 41.11982(N)    071 49 05.45328(W) AD(       ) 1
 LW3260  NAD 83(1986)-  41 23 41.11869(N)    071 49 05.45472(W) AD(       ) 1
 LW3260  NAD 27      -  41 23 40.76221(N)    071 49 07.20703(W) AD(       ) 1
 LW3260  NGVD 29 (07/19/86)   71.9    (m)          236.     (f) VERT ANG       
 LW3260
 LW3260.Superseded values are not recommended for survey control.
 LW3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3260.See file dsdata.txt to determine how the superseded data were derived.
 LW3260
 LW3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6439486413(NAD 83)
 LW3260_MARKER: DR = REFERENCE MARK DISK
 LW3260_SETTING: 0 = UNSPECIFIED SETTING
 LW3260_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3260
 LW3260  HISTORY     - Date     Condition        Report By
 LW3260  HISTORY     - 1975     MONUMENTED       NGS
 LW3260  HISTORY     - 1987     GOOD             RIGS
 LW3260
 LW3260                          STATION DESCRIPTION
 LW3260
 LW3260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3260'THE STATION IS LOCATED ABOUT 3-3/4 MILES WEST-SOUTHWEST
 LW3260'OF BRADFORD, 2-1/2 MILES SOUTHWEST OF ASHAWAY, 1-1/2 MILES
 LW3260'NORTHEAST OF WESTERLY, 1/2 MILE WEST OF STATE HIGHWAY 3 AND
 LW3260'ON PROPERTY OWNED BY THE WESTERLY WATER WORKS.
 LW3260'
 LW3260'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 LW3260'3 AND 216 IN ASHAWAY, GO SOUTHWESTERLY ON HIGHWAY 3 FOR 3.25
 LW3260'MILES TO A REVERSE FROK.  TURN SHARP RIGHT AND GO NORTH ON
 LW3260'POTTER HILL ROAD FOR 0.2 MILE TO HILLVIEW DRIVE ON THE
 LW3260'RIGHT.  TURN RIGHT AND GO EAST ON HILLVIEW DRIVE FOR 0.15
 LW3260'MILE TO A CONCRETE RESERVOIR ON THE LEFT AND THE STATION ON
 LW3260'THE ROOF OF THE RESERVOIR AS DESCRIBED.
 LW3260'
 LW3260'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 LW3260'HILLVIEW NO 4 1969 1975.  IT IS BONDED TO THE ROOF OF THE
 LW3260'CONCRETE RESERVOIR AND FLUSH WITH THE SURFACE OF THE ROOF.  IT
 LW3260'IS 22 FEET WEST OF THE EAST EDGE OF THE ROOF AND 9.05 FEET
 LW3260'EAST OF THE CENTER OF A METAL VENT COVER THAT IS AT THE
 LW3260'CENTER OF THE ROOF.
 LW3260'
 LW3260'HILLVIEW 1969 ARE STANDARD DISKS STAMPED HILLVIEW 1969.  THE
 LW3260'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH
 LW3260'THE GROUND SURFACE AND THE UNDERGROUND MARK IS SET IN AN
 LW3260'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 LW3260'SURFACE.  THEY ARE 137.5 FEET EAST OF POWER LINE POLE NUMBER
 LW3260'6490, 115 FEET EAST OF A FIRE HYDRANT, 40 FEET NORTHEAST
 LW3260'OF THE CENTER OF HILLVIEW DRIVE, 27.8 FEET SOUTHEAST OF
 LW3260'THE SOUTHEAST SIDE OF THE CONCRETE RESERVOIR AND 19.6 FEET
 LW3260'WEST OF A METAL WITNESS POST.
 LW3260'
 LW3260'REFERENCE MARK 3, STAMPED HILLVIEW NO 3 1969, IS A STANDARD
 LW3260'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LW3260'SURFACE.  IT IS 54 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LW3260'OF A HOUSE, 19 FEET NORTH OF THE CENTER OF HILLVIEW DRIVE,
 LW3260'10 FEET SOUTHWEST OF A LARGE BOULDER THAT PROJECTS 3 FEET
 LW3260'ABOVE THE GROUND SURFACE AND 3 FEET NORTHEAST OF POWER
 LW3260'LINE POLE NUMBER 6053.
 LW3260'
 LW3260'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LW3260
 LW3260                          STATION RECOVERY (1987)
 LW3260
 LW3260'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW3260'THE STATION WAS RECOVERED AT THIS DATE.
 LW3260'
 LW3260'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0897 ***********************************************************************
 LW0897  DESIGNATION -  HISCOX
 LW0897  PID         -  LW0897
 LW0897  STATE/COUNTY-  RI/WASHINGTON
 LW0897  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW0897
 LW0897                         *CURRENT SURVEY CONTROL
 LW0897  ___________________________________________________________________
 LW0897* NAD 83(1996)-  41 21 28.98581(N)    071 42 12.91289(W)     ADJUSTED  
 LW0897* NAVD 88     -        30.762  (meters)     100.92   (feet)  ADJUSTED  
 LW0897  ___________________________________________________________________
 LW0897  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LW0897  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW0897  DYNAMIC HT  -          30.751 (meters)     100.89  (feet)  COMP
 LW0897  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LW0897
 LW0897  HORZ ORDER  -  THIRD
 LW0897  VERT ORDER  -  SECOND    CLASS 0
 LW0897
 LW0897.The horizontal coordinates were established by classical geodetic methods
 LW0897.and adjusted by the National Geodetic Survey in August 1998..
 LW0897
 LW0897.The orthometric height was determined by differential leveling
 LW0897.and adjusted by the National Geodetic Survey in June 1991..
 LW0897
 LW0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0897
 LW0897.The geoid height was determined by GEOID03.
 LW0897
 LW0897.The dynamic height is computed by dividing the NAVD 88
 LW0897.geopotential number by the normal gravity value computed on the
 LW0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0897.degrees latitude (g = 980.6199 gals.).
 LW0897
 LW0897.The modeled gravity was interpolated from observed gravity values.
 LW0897
 LW0897;                    North         East     Units Scale Factor Converg.
 LW0897;SPC RI       -    30,529.519    82,964.308   MT  0.99999732   -0 08 04.3
 LW0897;SPC RI       -   100,162.26    272,192.07   sFT  0.99999732   -0 08 04.3
 LW0897;UTM  19      - 4,582,032.428   273,848.317   MT  1.00022947   -1 47 13.9
 LW0897
 LW0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0897!SPC RI       -   0.99999997  x   0.99999732  =   0.99999729
 LW0897!UTM  19      -   0.99999997  x   1.00022947  =   1.00022944
 LW0897
 LW0897|---------------------------------------------------------------------|
 LW0897| PID    Reference Object                     Distance      Geod. Az  |
 LW0897|                                                           dddmmss.s |
 LW0897| LW3063 B 11/10 S 11/10 1943                  4.536 METERS 00235     |
 LW0897| LW3060 GOVERNORS ISLAND                    APPROX. 4.2 KM 0940304.7 |
 LW0897| LW0896 HISCOX RM 2                          12.145 METERS 14550     |
 LW0897| CB7785 HISCOX RM 1                           2.005 METERS 20602     |
 LW0897| LW3283 BROWNS E HOUSE CHIMNEY              APPROX. 5.3 KM 2363639.3 |
 LW0897| LW3081 DAVIS O HOUSE EAST GABLE CHIM       APPROX. 2.8 KM 2493200.9 |
 LW0897| LW3061 B 3/2 S 3/2 1943                      6.935 METERS 28632     |
 LW0897| LW3062 B 1/3 S 1/3 1943                      6.295 METERS 32211     |
 LW0897|---------------------------------------------------------------------|
 LW0897
 LW0897                          SUPERSEDED SURVEY CONTROL
 LW0897
 LW0897  NAD 83(1992)-  41 21 28.98448(N)    071 42 12.91211(W) AD(       ) 3
 LW0897  NAD 83(1986)-  41 21 28.98304(N)    071 42 12.91319(W) AD(       ) 3
 LW0897  NAD 27      -  41 21 28.62300(N)    071 42 14.68200(W) AD(       ) 3
 LW0897  NGVD 29 (??/??/92)   31.046  (m)          101.86   (f) ADJ UNCH    2 0
 LW0897
 LW0897.Superseded values are not recommended for survey control.
 LW0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0897.See file dsdata.txt to determine how the superseded data were derived.
 LW0897
 LW0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7384882032(NAD 83)
 LW0897_MARKER: DS = TRIANGULATION STATION DISK
 LW0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0897+STABILITY: SURFACE MOTION
 LW0897
 LW0897  HISTORY     - Date     Condition        Report By
 LW0897  HISTORY     - 1873     MONUMENTED       COASUR
 LW0897  HISTORY     - 1918     GOOD             CGS
 LW0897  HISTORY     - 1934     GOOD             RIGS
 LW0897  HISTORY     - 1943     GOOD             CGS
 LW0897  HISTORY     - 1954     POOR             CGS
 LW0897  HISTORY     - 1969     POOR             NGS
 LW0897  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LW0897  HISTORY     - 1989     GOOD             USPSQD
 LW0897  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW0897
 LW0897                          STATION DESCRIPTION
 LW0897
 LW0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 LW0897'STATION IS ON THE KNOLL ABOUT 3-1/2 MILES W BY S FROM CHARLESTOWN,
 LW0897'1-1/4 MILES FROM THE COAST, ON THE N SIDE OF THE ROAD FROM
 LW0897'WESTERLY TO CHARLESTOWN, AND BACK OF A BAPTIST CHURCH.  THE
 LW0897'STATION IS MARKED BY A STANDARD BRASS DISK SET IN A DRILL HOLE IN
 LW0897'THE TOP OF A GRANITE POST, 6 INCHES SQUARE, WHICH PROJECTS ABOUT
 LW0897'6 INCHES ABOVE THE GROUND.  A STANDARD REFERENCE DISK, SET IN
 LW0897'THE TOP OF A BOULDER SHOWING 3 FEET ABOVE THE GROUND IS 2.0
 LW0897'METERS (6.6 FEET) TO THE SOUTHWESTWARD OF THE STATION.
 LW0897
 LW0897                          STATION RECOVERY (1934)
 LW0897
 LW0897'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW0897'THE STATION IS ABOUT 50 YARDS N OF THE CHARLESTOWN FIRST BAPTIST
 LW0897'CHURCH AT QUONOCHONTAUG AND IS SLIGHTLY TO THE W OF THE CENTER
 LW0897'LINE OF THE CHURCH BUILDING.  THE CHURCH IS ON THE N SIDE OF THE
 LW0897'POST ROAD BETWEEN WESTERLY AND WAKEFIELD (U.S. HIGHWAY 1).
 LW0897'
 LW0897'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 LW0897'EXCELLENT CONDITION.
 LW0897
 LW0897                          STATION RECOVERY (1943)
 LW0897
 LW0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0897'STATION WAS RECOVERED AS DESCRIBED.  THE ARMY HAS CONSTRUCTED A
 LW0897'FIRE-CONTROL BUILDING JUST N OF THE STATION AND PART OF THE HILL OR
 LW0897'KNOLL THAT THE STATION IS ON HAS BEEN CUT AWAY.  BECAUSE OF THIS IT
 LW0897'IS BELIEVED THAT THE STATION WILL LAST ONLY A FEW YEARS.
 LW0897'
 LW0897'STATION IS 16 FEET SW OF THE SE CORNER OF THE FIRE-CONTROL
 LW0897'BUILDING AND 26.8 FEET SE OF THE SW CORNER OF THE SAME BUILDING.
 LW0897'
 LW0897'REFERENCE MARK 2 1943, NOTE 12A, IS S OF THE STATION.  IT IS
 LW0897'STAMPED HISCOX NO 2 1943 AND PROJECTS ABOUT 2 FEET.
 LW0897
 LW0897                          STATION RECOVERY (1954)
 LW0897
 LW0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0897'STATION RECOVERED IN POOR CONDITION.  MONUMENT HAS BEEN EXPOSED
 LW0897'BY EROSION AND IS NOW LEANING BADLY.  REFERENCE MARKS RECOVERED
 LW0897'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LW0897'
 LW0897'LOCATED APPROXIMATELY 50 YDS. N OF THE FIRST BAPTIST CHURCH
 LW0897'IN CHARLESTOWN, ON U.S. HIGHWAY 1, APPROXIMATELY 0.8 MI. E ALONG
 LW0897'U.S. HIGHWAY 1 FROM ITS JUNCTION WITH STATE HIGHWAY 216.
 LW0897'
 LW0897'REFERENCE MARK 1 IS 22.5 FT. SW OF THE SE CORNER, 24.7 FT. SE
 LW0897'OF THE SW CORNER, AND 14.7 FT. S OF THE S DOOR OF AN ARMY
 LW0897'FIRE-CONTROL BUILDING NOW PRIVATELY OWNED AND USED AS A
 LW0897'RESIDENCE.  A STANDARD DISK, UNSTAMPED AND SET IN THE TOP OF A
 LW0897'BOULDER PROJECTING 3 FT.
 LW0897'
 LW0897'REFERENCE MARK 2 IS ON THE S SLOPE OF THE HILL, 36.8 FT. (SLOPE
 LW0897'DISTANCE) SE OF REFERENCE MARK 1.  A STANDARD DISK, STAMPED
 LW0897'HISCOX NO 2 1943 AND SET IN THE TOP OF A BOULDER PROJECTING 2 FT.
 LW0897
 LW0897                          STATION RECOVERY (1969)
 LW0897
 LW0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0897'4.1 MI SW FROM CHARLESTOWN.
 LW0897'3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LW0897'AT CHARLESTOWN, WASHINGTON COUNTY, THENCE 0.1 MILE NORTH ALONG
 LW0897'A GRADED ROAD, AT AN ARMY INSTALLATION, 26.8 FEET EAST-SOUTHEAST
 LW0897'OF THE SOUTHWEST CORNER OF THE FIRE-CONTROL BUILDING, 16 FEET
 LW0897'SOUTHWEST OF THE SOUTHEAST CORNER, AND 11.2 FEET SOUTH-SOUTHEAST
 LW0897'OF THE EAST EDGE OF THE SOUTH ENTRANCE.  A STANDARD
 LW0897'TRIANGULATION-STATION DISK, SET IN THE TOP OF A 6-INCH SQUARE
 LW0897'GRANITE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE POST
 LW0897'WAS FOUND PARTLY PULLED OUT OF THE GROUND AND VERY LOOSE IN
 LW0897'GROUND.  NOT LEVELED OVER BY THIS PARTY.
 LW0897
 LW0897                          STATION RECOVERY (1984)
 LW0897
 LW0897'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW0897'REFERENCE MARK NO 1 AND NO 2 WERE FOUND IN GOOD CONDITION AS
 LW0897'DESCRIBED.  THE STATION WAS REMOVED FOUR YEARS AGO AND IS NO LONGER
 LW0897'AT THIS LOCATION.  HOWEVER, THERE WAS A BENCH MARK LOCATED 40 FT SW
 LW0897'OF THE SE CORNER OF THE CHURCH.  IT WAS A U S GEOLOGICAL SURVEY
 LW0897'BENCH MARK WITH A TRIANGLE PUNCHED IN THE CENTER AND ELEV. ABOVE
 LW0897'SEA LEVEL 54 FT 16M 1941.
 LW0897
 LW0897                          STATION RECOVERY (1989)
 LW0897
 LW0897'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0897'RECOVERED IN GOOD CONDITION.
 LW0897
 LW0897                          STATION RECOVERY (1990)
 LW0897
 LW0897'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0895 ***********************************************************************
 LW0895  DESIGNATION -  HISCOX RM 1
 LW0895  PID         -  LW0895
 LW0895  STATE/COUNTY-  RI/WASHINGTON
 LW0895  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW0895
 LW0895                         *CURRENT SURVEY CONTROL
 LW0895  ___________________________________________________________________
 LW0895* NAD 83(1986)-  41 21 28.     (N)    071 42 12.     (W)     SCALED    
 LW0895* NAVD 88     -        30.346  (meters)      99.56   (feet)  ADJUSTED  
 LW0895  ___________________________________________________________________
 LW0895  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW0895  DYNAMIC HT  -          30.335 (meters)      99.52  (feet)  COMP
 LW0895  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LW0895
 LW0895  VERT ORDER  -  SECOND    CLASS 0
 LW0895
 LW0895.The horizontal coordinates were scaled from a topographic map and have
 LW0895.an estimated accuracy of +/- 6 seconds.
 LW0895
 LW0895.The orthometric height was determined by differential leveling
 LW0895.and adjusted by the National Geodetic Survey in June 1991..
 LW0895
 LW0895.The geoid height was determined by GEOID03.
 LW0895
 LW0895.The dynamic height is computed by dividing the NAVD 88
 LW0895.geopotential number by the normal gravity value computed on the
 LW0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0895.degrees latitude (g = 980.6199 gals.).
 LW0895
 LW0895.The modeled gravity was interpolated from observed gravity values.
 LW0895
 LW0895;                    North         East    Units  Estimated Accuracy
 LW0895;SPC RI       -    30,500.       82,990.      MT  (+/- 180 meters Scaled)
 LW0895
 LW0895                          SUPERSEDED SURVEY CONTROL
 LW0895
 LW0895  NGVD 29 (??/??/92)   30.630  (m)          100.49   (f) ADJ UNCH    2 0
 LW0895
 LW0895.Superseded values are not recommended for survey control.
 LW0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0895.See file dsdata.txt to determine how the superseded data were derived.
 LW0895
 LW0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF738820(NAD 83)
 LW0895_MARKER: DR = REFERENCE MARK DISK
 LW0895_SETTING: 80 = SET IN A BOULDER
 LW0895_SP_SET: BOULDER
 LW0895_STAMPING: HISCOX NO 1
 LW0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0895+STABILITY: SURFACE MOTION
 LW0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0895+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 LW0895
 LW0895  HISTORY     - Date     Condition        Report By
 LW0895  HISTORY     - UNK      MONUMENTED       CGS
 LW0895  HISTORY     - 1969     GOOD             NGS
 LW0895  HISTORY     - 1989     GOOD             USPSQD
 LW0895  HISTORY     - 1990     GOOD             USPSQD
 LW0895  HISTORY     - 20020308 GOOD             USPSQD
 LW0895
 LW0895                          STATION DESCRIPTION
 LW0895
 LW0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0895'4.1 MI SW FROM CHARLESTOWN.
 LW0895'ABOUT 4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 LW0895'OF STATE HIGHWAY 2 AND 112 AT CHARLESTOWN, THENCE 0.1 MILE
 LW0895'NORTH ALONG A PRIVATE BLACK TOPPED ROAD, ALONG THE EAST SIDE
 LW0895'OF A TWO STORY HOUSE (FORMERLY A FIRE CONTROL BUILDING), SET ON
 LW0895'THE TOP OF A TRIANGULAR SHAPED BURIED BOULDER WHICH IS 6 FEET
 LW0895'ACROSS ON THE TOP AND PROJECTS 3 FEET ON THE WEST SIDE, 76
 LW0895'FEET EAST OF THE CENTER LINE OF THE ROAD, 24.8 FEET SOUTHEAST
 LW0895'OF THE SOUTHWEST CORNER OF THE BUILDING, 22.9 FEET SOUTHWEST
 LW0895'OF THE SOUTHEAST CORNER OF THE BUILDING, 14.8 FEET SOUTH OF THE
 LW0895'SOUTH SIDE OF THE BUILDING AND ABOUT 20 FEET ABOVE THE LEVEL
 LW0895'OF THE ROAD.
 LW0895
 LW0895                          STATION RECOVERY (1989)
 LW0895
 LW0895'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAW)
 LW0895'RECOVERED IN GOOD CONDITION.
 LW0895
 LW0895                          STATION RECOVERY (1990)
 LW0895
 LW0895'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0895'RECOVERED IN GOOD CONDITION.
 LW0895
 LW0895                          STATION RECOVERY (2002)
 LW0895
 LW0895'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0896 ***********************************************************************
 LW0896  DESIGNATION -  HISCOX RM 2
 LW0896  PID         -  LW0896
 LW0896  STATE/COUNTY-  RI/WASHINGTON
 LW0896  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW0896
 LW0896                         *CURRENT SURVEY CONTROL
 LW0896  ___________________________________________________________________
 LW0896* NAD 83(1986)-  41 21 28.     (N)    071 42 12.     (W)     SCALED    
 LW0896* NAVD 88     -        27.670  (meters)      90.78   (feet)  ADJUSTED  
 LW0896  ___________________________________________________________________
 LW0896  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW0896  DYNAMIC HT  -          27.660 (meters)      90.75  (feet)  COMP
 LW0896  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LW0896
 LW0896  VERT ORDER  -  SECOND    CLASS 0
 LW0896
 LW0896.The horizontal coordinates were scaled from a topographic map and have
 LW0896.an estimated accuracy of +/- 6 seconds.
 LW0896
 LW0896.The orthometric height was determined by differential leveling
 LW0896.and adjusted by the National Geodetic Survey in June 1991..
 LW0896
 LW0896.The geoid height was determined by GEOID03.
 LW0896
 LW0896.The dynamic height is computed by dividing the NAVD 88
 LW0896.geopotential number by the normal gravity value computed on the
 LW0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0896.degrees latitude (g = 980.6199 gals.).
 LW0896
 LW0896.The modeled gravity was interpolated from observed gravity values.
 LW0896
 LW0896;                    North         East    Units  Estimated Accuracy
 LW0896;SPC RI       -    30,500.       82,990.      MT  (+/- 180 meters Scaled)
 LW0896
 LW0896                          SUPERSEDED SURVEY CONTROL
 LW0896
 LW0896  NGVD 29 (??/??/92)   27.954  (m)           91.71   (f) ADJ UNCH    2 0
 LW0896
 LW0896.Superseded values are not recommended for survey control.
 LW0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0896.See file dsdata.txt to determine how the superseded data were derived.
 LW0896
 LW0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF738820(NAD 83)
 LW0896_MARKER: DR = REFERENCE MARK DISK
 LW0896_SETTING: 80 = SET IN A BOULDER
 LW0896_SP_SET: BOULDER
 LW0896_STAMPING: HISCOX NO 2 1943
 LW0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0896+STABILITY: SURFACE MOTION
 LW0896
 LW0896  HISTORY     - Date     Condition        Report By
 LW0896  HISTORY     - 1943     MONUMENTED       CGS
 LW0896  HISTORY     - 1969     GOOD             NGS
 LW0896  HISTORY     - 1990     GOOD             USPSQD
 LW0896  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 LW0896
 LW0896                          STATION DESCRIPTION
 LW0896
 LW0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0896'4.1 MI SW FROM CHARLESTOWN.
 LW0896'ABOUT 4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 LW0896'OF STATE HIGHWAY 112 AND 2 AT CHARLESTOWN, THENCE 0.1 MILE
 LW0896'NORTH ALONG A PRIVATE BLACK TOPPED ROAD, ON THE SOUTH SLOPE OF
 LW0896'A HILL, SET ON THE TOP OF THE NORTHWEST CORNER OF A 6-BY-3-FOOT
 LW0896'BURIED BOULDER WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF THE
 LW0896'GROUND, 36 FEET SOUTH-SOUTHEAST OF RM 1 DESCRIBED, 90 FEET
 LW0896'EAST OF THE CENTER LINE OF THE PRIVATE ROAD, 58 FEET SOUTHEAST OF
 LW0896'THE SOUTHWEST CORNER OF A TWO-STORIED BUILDING, 50 FEET SOUTH OF
 LW0896'THE SOUTHEAST CORNER OF THE BUILDING AND 10 FEET ABOVE THE
 LW0896'LEVEL OF THE PRIVATE ROAD.
 LW0896
 LW0896                          STATION RECOVERY (1990)
 LW0896
 LW0896'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0896'RECOVERED IN GOOD CONDITION.
 LW0896
 LW0896                          STATION RECOVERY (2002)
 LW0896
 LW0896'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW0896'REQUIRES ANOTHER SEARCH. MAY HAVE BEEN DESTROYED BUILDING A SWIMMING
 LW0896'POOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3668 ***********************************************************************
 LW3668  DESIGNATION -  HISTORIC STATE MON SEN FOSTER
 LW3668  PID         -  LW3668
 LW3668  STATE/COUNTY-  RI/WASHINGTON
 LW3668  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3668
 LW3668                         *CURRENT SURVEY CONTROL
 LW3668  ___________________________________________________________________
 LW3668* NAD 83(1996)-  41 47 42.14932(N)    071 47 32.40187(W)     ADJUSTED  
 LW3668* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 LW3668  ___________________________________________________________________
 LW3668  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LW3668  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW3668
 LW3668  HORZ ORDER  -  SECOND
 LW3668
 LW3668.The horizontal coordinates were established by classical geodetic methods
 LW3668.and adjusted by the National Geodetic Survey in August 1998..
 LW3668
 LW3668.The orthometric height was scaled from a topographic map.
 LW3668
 LW3668.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3668
 LW3668.The geoid height was determined by GEOID03.
 LW3668
 LW3668;                    North         East     Units Scale Factor Converg.
 LW3668;SPC RI       -    79,084.838    75,702.492   MT  1.00000101   -0 11 41.4
 LW3668;SPC RI       -   259,464.17    248,367.26   sFT  1.00000101   -0 11 41.4
 LW3668;UTM  19      - 4,630,789.747   267,994.536   MT  1.00026241   -1 51 42.6
 LW3668
 LW3668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3668!SPC RI       -   0.99997555  x   1.00000101  =   0.99997656
 LW3668!UTM  19      -   0.99997555  x   1.00026241  =   1.00023795
 LW3668
 LW3668                          SUPERSEDED SURVEY CONTROL
 LW3668
 LW3668  NAD 83(1996)-  41 47 42.14881(N)    071 47 32.40149(W) AD(       ) 2
 LW3668  NAD 83(1992)-  41 47 42.14821(N)    071 47 32.40108(W) AD(       ) 2
 LW3668  NAD 83(1992)-  41 47 42.14807(N)    071 47 32.40136(W) AD(       ) 2
 LW3668  NAD 83(1986)-  41 47 42.14864(N)    071 47 32.39956(W) AD(       ) 2
 LW3668  NAD 27      -  41 47 41.78700(N)    071 47 34.15700(W) AD(       ) 2
 LW3668
 LW3668.Superseded values are not recommended for survey control.
 LW3668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3668.See file dsdata.txt to determine how the superseded data were derived.
 LW3668
 LW3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6799530790(NAD 83)
 LW3668
 LW3668  HISTORY     - Date     Condition        Report By
 LW3668  HISTORY     - 1937     MONUMENTED       CGS
 LW3668
 LW3668                          STATION DESCRIPTION
 LW3668
 LW3668'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 LW3668'SEE STATION COOKE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1880 ***********************************************************************
 LW1880  DESIGNATION -  HO 001
 LW1880  PID         -  LW1880
 LW1880  STATE/COUNTY-  RI/WASHINGTON
 LW1880  USGS QUAD   -  CAROLINA (1970)
 LW1880
 LW1880                         *CURRENT SURVEY CONTROL
 LW1880  ___________________________________________________________________
 LW1880* NAD 83(1996)-  41 29 28.45207(N)    071 43 42.97009(W)     ADJUSTED  
 LW1880* NAVD 88     -        65.209  (meters)     213.94   (feet)  ADJUSTED  
 LW1880  ___________________________________________________________________
 LW1880  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 LW1880  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW1880  DYNAMIC HT  -          65.185 (meters)     213.86  (feet)  COMP
 LW1880  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 LW1880
 LW1880  HORZ ORDER  -  SECOND
 LW1880  VERT ORDER  -  SECOND    CLASS II
 LW1880
 LW1880.The horizontal coordinates were established by classical geodetic methods
 LW1880.and adjusted by the National Geodetic Survey in August 1998..
 LW1880
 LW1880.The orthometric height was determined by differential leveling
 LW1880.and adjusted by the National Geodetic Survey in June 1991..
 LW1880
 LW1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1880
 LW1880.The geoid height was determined by GEOID03.
 LW1880
 LW1880.The dynamic height is computed by dividing the NAVD 88
 LW1880.geopotential number by the normal gravity value computed on the
 LW1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1880.degrees latitude (g = 980.6199 gals.).
 LW1880
 LW1880.The modeled gravity was interpolated from observed gravity values.
 LW1880
 LW1880;                    North         East     Units Scale Factor Converg.
 LW1880;SPC RI       -    45,326.476    80,910.082   MT  0.99999823   -0 09 05.2
 LW1880;SPC RI       -   148,708.61    265,452.49   sFT  0.99999823   -0 09 05.2
 LW1880;SPC CT       -   225,969.883   390,091.457   MT  0.99998341   +0 40 38.1
 LW1880;SPC CT       -   741,369.52  1,279,825.06   sFT  0.99998341   +0 40 38.1
 LW1880;UTM  19      - 4,596,886.044   272,221.879   MT  1.00023854   -1 48 30.6
 LW1880
 LW1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1880!SPC RI       -   0.99999454  x   0.99999823  =   0.99999277
 LW1880!SPC CT       -   0.99999454  x   0.99998341  =   0.99997795
 LW1880!UTM  19      -   0.99999454  x   1.00023854  =   1.00023308
 LW1880
 LW1880                          SUPERSEDED SURVEY CONTROL
 LW1880
 LW1880  NAD 83(1992)-  41 29 28.45081(N)    071 43 42.96927(W) AD(       ) 2
 LW1880  NAD 83(1986)-  41 29 28.44953(N)    071 43 42.96972(W) AD(       ) 2
 LW1880  NGVD 29 (12/08/88)   65.48   (m)          214.8    (f) LEVELING    3  
 LW1880
 LW1880.Superseded values are not recommended for survey control.
 LW1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1880.See file dsdata.txt to determine how the superseded data were derived.
 LW1880
 LW1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7222296886(NAD 83)
 LW1880_MARKER: DS = TRIANGULATION STATION DISK
 LW1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1880_SP_SET: CONCRETE POST
 LW1880_STAMPING: HO 001 RIGS 1984
 LW1880_MARK LOGO: RIGS  
 LW1880_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1880+STABILITY: SURFACE MOTION
 LW1880
 LW1880  HISTORY     - Date     Condition        Report By
 LW1880  HISTORY     - 1984     MONUMENTED       RIGS
 LW1880  HISTORY     - 1984     GOOD             RIGS
 LW1880  HISTORY     - 19910331 GOOD             USPSQD
 LW1880
 LW1880                          STATION DESCRIPTION
 LW1880
 LW1880'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1880'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI) SOUTHWEST OF HOPE
 LW1880'VALLEY, 0.3 KM (0.2 MI) NORTH OF INTERSTATE HIGHWAY 95, ON THE WEST
 LW1880'SIDE OF  FENNER HILL ROAD, AND NEAR A TWO STORY HOUSE.
 LW1880'
 LW1880'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 138
 LW1880'IN HOPE VALLEY, GO SOUTHWEST ON HIGHWAY 3 FOR 1.8 KM (1.1 MI) TO A
 LW1880'CROSSROAD.  TURN LEFT AND GO SOUTH ON FENNER HILL ROAD FOR 0.4 KM
 LW1880'(0.25 MI) TO A DRIVEWAY AND THE STATION ON THE RIGHT.
 LW1880'
 LW1880'THE STATION IS A STANDARD NGS DISK
 LW1880'STAMPED---HO 001 RIGS 1984---,
 LW1880'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1880'30 CM IN DIAMETER PROJECTING 8 CM ABOVE GROUND.  LOCATED
 LW1880'14.9 METERS (49.0 FT) NORTH FROM THE CENTER OF THE SOUTH DRIVEWAY
 LW1880'TO A TWO STORY HOUSE,
 LW1880'3.8 METERS (12.5 FT) WEST FROM THE CENTER OF THE ROAD,
 LW1880'2.7 METERS (9.0 FT) SOUTH FROM THE NORTH DRIVEWAY LEADING TO THE
 LW1880'HOUSE,
 LW1880'2.0 METERS (6.5 FT) EAST FROM THE POWER POLE NUMBER 1440,
 LW1880'1.6 METERS (5.2 FT) EAST FROM A FIBERGLASS WITNESS POST.
 LW1880
 LW1880                          STATION RECOVERY (1984)
 LW1880
 LW1880'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1880'2.3 KM (1.4 MI) SW FROM HOPE VALLEY.
 LW1880'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 138 IN
 LW1880'HOPE VALLEY, GO SOUTHWEST ON HIGHWAY 3 FOR 1.8 KM (1.1 MI) TO A
 LW1880'CROSSROAD.  TURN LEFT AND GO SOUTH ON FENNER HILL ROAD FOR 0.4 KM
 LW1880'(0.25 MI) TO A DRIVEWAY AND THE STATION ON THE RIGHT.  THE STATION IS
 LW1880'A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW1880'CM IN DIAMETER PROJECTING 8 CM ABOVE GROUND.  LOCATED 14.9 METERS
 LW1880'(49.0 FT) NORTH FROM THE CENTER OF THE SOUTH DRIVEWAY TO A TWO STORY
 LW1880'HOUSE, 3.8 METERS (12.5 FT) WEST FROM THE CENTER OF THE ROAD, 2.7
 LW1880'METERS (9.0 FT) SOUTH FROM THE NORTH DRIVEWAY LEADING TO THE HOUSE,
 LW1880'2.0 METERS (6.5 FT) EAST FROM THE POWER POLE NUMBER 1440, 1.6 METERS
 LW1880'(5.2 FT) EAST FROM A FIBERGLASS WITNESS POST.
 LW1880
 LW1880                          STATION RECOVERY (1991)
 LW1880
 LW1880'RECOVERY NOTE BY US POWER SQUADRON 1991 (AW)
 LW1880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1881 ***********************************************************************
 LW1881  DESIGNATION -  HO 002
 LW1881  PID         -  LW1881
 LW1881  STATE/COUNTY-  RI/WASHINGTON
 LW1881  USGS QUAD   -  CAROLINA (1970)
 LW1881
 LW1881                         *CURRENT SURVEY CONTROL
 LW1881  ___________________________________________________________________
 LW1881* NAD 83(1996)-  41 28 47.37455(N)    071 44 43.30070(W)     ADJUSTED  
 LW1881* NAVD 88     -        35.773  (meters)     117.37   (feet)  ADJUSTED  
 LW1881  ___________________________________________________________________
 LW1881  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 LW1881  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW1881  DYNAMIC HT  -          35.760 (meters)     117.32  (feet)  COMP
 LW1881  MODELED GRAV-     980,267.4   (mgal)                       NAVD 88
 LW1881
 LW1881  HORZ ORDER  -  SECOND
 LW1881  VERT ORDER  -  SECOND    CLASS II
 LW1881
 LW1881.The horizontal coordinates were established by classical geodetic methods
 LW1881.and adjusted by the National Geodetic Survey in August 1998..
 LW1881
 LW1881.The orthometric height was determined by differential leveling
 LW1881.and adjusted by the National Geodetic Survey in June 1991..
 LW1881
 LW1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1881
 LW1881.The geoid height was determined by GEOID03.
 LW1881
 LW1881.The dynamic height is computed by dividing the NAVD 88
 LW1881.geopotential number by the normal gravity value computed on the
 LW1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1881.degrees latitude (g = 980.6199 gals.).
 LW1881
 LW1881.The modeled gravity was interpolated from observed gravity values.
 LW1881
 LW1881;                    North         East     Units Scale Factor Converg.
 LW1881;SPC RI       -    44,063.038    79,507.035   MT  0.99999892   -0 09 45.1
 LW1881;SPC RI       -   144,563.48    260,849.33   sFT  0.99999892   -0 09 45.1
 LW1881;SPC CT       -   224,686.305   388,706.850   MT  0.99998358   +0 39 58.1
 LW1881;SPC CT       -   737,158.32  1,275,282.39   sFT  0.99998358   +0 39 58.1
 LW1881;UTM  19      - 4,595,663.403   270,782.536   MT  1.00024663   -1 49 09.1
 LW1881
 LW1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1881!SPC RI       -   0.99999916  x   0.99999892  =   0.99999808
 LW1881!SPC CT       -   0.99999916  x   0.99998358  =   0.99998274
 LW1881!UTM  19      -   0.99999916  x   1.00024663  =   1.00024579
 LW1881
 LW1881                          SUPERSEDED SURVEY CONTROL
 LW1881
 LW1881  NAD 83(1992)-  41 28 47.37328(N)    071 44 43.29988(W) AD(       ) 2
 LW1881  NAD 83(1986)-  41 28 47.37116(N)    071 44 43.29950(W) AD(       ) 2
 LW1881  NGVD 29 (12/08/88)   36.05   (m)          118.3    (f) LEVELING    3  
 LW1881
 LW1881.Superseded values are not recommended for survey control.
 LW1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1881.See file dsdata.txt to determine how the superseded data were derived.
 LW1881
 LW1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7078395663(NAD 83)
 LW1881_MARKER: DS = TRIANGULATION STATION DISK
 LW1881_SETTING: 80 = SET IN A BOULDER
 LW1881_SP_SET: BOULDER
 LW1881_STAMPING: HO 002 RIGS 1984
 LW1881_MARK LOGO: RIGS  
 LW1881_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1881+STABILITY: SURFACE MOTION
 LW1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1881+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 LW1881
 LW1881  HISTORY     - Date     Condition        Report By
 LW1881  HISTORY     - 1984     MONUMENTED       RIGS
 LW1881  HISTORY     - 1984     GOOD             RIGS
 LW1881  HISTORY     - 19910407 GOOD             USPSQD
 LW1881  HISTORY     - 20030612 GOOD             INDIV
 LW1881
 LW1881                          STATION DESCRIPTION
 LW1881
 LW1881'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1881'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) SOUTHWEST OF HOPE
 LW1881'VALLEY, 3.4 KM (2.1 MI) NORTHEAST OF HOPKINTON, AND ON THE
 LW1881'NORTHWEST RIGHT-OF-WAY ALONG INTERSTATE HIGHWAY 95.
 LW1881'
 LW1881'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1881'HIGHWAY 138, ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE VALLEY, GO
 LW1881'SOUTHWEST ON INTERSTATE 95 FOR 4.7 KM (2.95 MI) TO THE BRIDGE AT
 LW1881'EXIT 2.  CONTINUE SOUTHWEST ON INTERSTATE 95 FOR 1.3 KM (0.8 MI) TO
 LW1881'THE STATION ON THE RIGHT.
 LW1881'
 LW1881'THE STATION IS A STANDARD NGS DISK
 LW1881'STAMPED---HO 002 RIGS 1984---,
 LW1881'SET INTO A DRILLHOLE IN A 4 BY 6 FOOT BOULDER THAT PROJECTS 10 CM
 LW1881'(4 IN) ON ITS SOUTHEAST SIDE.
 LW1881'LQCATED
 LW1881'43.9 METERS (144.0 FT) WEST-SOUTHWEST FROM THE END OF A CABLE
 LW1881'GUARDRAIL,
 LW1881'23.2 METERS (76.0 FT) NORTHWEST FROM THE CENTERLINE OF THE
 LW1881'SOUTHBOUND LANE OF I-95,
 LW1881'15.5 METERS (51.0 FT) SOUTHEAST FROM THE RIGHT-OF-WAY FENCE,
 LW1881'2.7 METERS (8.9 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1881
 LW1881                          STATION RECOVERY (1984)
 LW1881
 LW1881'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1881'3.4 KM (2.1 MI) NE FROM HOPKINTON.
 LW1881'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1881'HIGHWAY 138, ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE VALLEY, GO
 LW1881'SOUTHWEST ON INTERSTATE 95 FOR 4.7 KM (2.95 MI) TO THE BRIDGE AT EXIT
 LW1881'2.  CONTINUE SOUTHWEST ON INTERSTATE 95 FOR 1.3 KM (0.8 MI) TO THE
 LW1881'STATION ON THE RIGHT.  THE STATION IS A STANDARD NGS DISK SET INTO A
 LW1881'DRILLHOLE IN A 4 BY 6 FOOT BOULDER THAT PROJECTS 10 CM (4 IN) ON ITS
 LW1881'SOUTHEAST SIDE.  LOCATED 43.9 METERS (144.0 FT) WEST-SOUTHWEST FROM
 LW1881'THE END OF A CABLE GUARDRAIL, 23.2 METERS (76.0 FT) NORTHWEST FROM
 LW1881'THE CENTERLINE OF THE SOUTHBOUND LANE OF I-95, 15.5 METERS (51.0 FT)
 LW1881'SOUTHEAST FROM THE RIGHT-OF-WAY FENCE, 2.7 METERS (8.9 FT) SOUTHEAST
 LW1881'FROM A FIBERGLASS WITNESS POST.
 LW1881
 LW1881                          STATION RECOVERY (1991)
 LW1881
 LW1881'RECOVERY NOTE BY US POWER SQUADRON 1991 (AW)
 LW1881'RECOVERED IN GOOD CONDITION.
 LW1881
 LW1881                          STATION RECOVERY (2003)
 LW1881
 LW1881'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW1881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1882 ***********************************************************************
 LW1882  DESIGNATION -  HO 003
 LW1882  PID         -  LW1882
 LW1882  STATE/COUNTY-  RI/WASHINGTON
 LW1882  USGS QUAD   -  ASHAWAY (1984)
 LW1882
 LW1882                         *CURRENT SURVEY CONTROL
 LW1882  ___________________________________________________________________
 LW1882* NAD 83(1996)-  41 28 25.34227(N)    071 45 11.39773(W)     ADJUSTED  
 LW1882* NAVD 88     -        76.583  (meters)     251.26   (feet)  ADJUSTED  
 LW1882  ___________________________________________________________________
 LW1882  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 LW1882  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LW1882  DYNAMIC HT  -          76.556 (meters)     251.17  (feet)  COMP
 LW1882  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 LW1882
 LW1882  HORZ ORDER  -  SECOND
 LW1882  VERT ORDER  -  SECOND    CLASS II
 LW1882
 LW1882.The horizontal coordinates were established by classical geodetic methods
 LW1882.and adjusted by the National Geodetic Survey in August 1998..
 LW1882
 LW1882.The orthometric height was determined by differential leveling
 LW1882.and adjusted by the National Geodetic Survey in June 1991..
 LW1882
 LW1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1882
 LW1882.The geoid height was determined by GEOID03.
 LW1882
 LW1882.The dynamic height is computed by dividing the NAVD 88
 LW1882.geopotential number by the normal gravity value computed on the
 LW1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1882.degrees latitude (g = 980.6199 gals.).
 LW1882
 LW1882.The modeled gravity was interpolated from observed gravity values.
 LW1882
 LW1882;                    North         East     Units Scale Factor Converg.
 LW1882;SPC RI       -    43,385.205    78,853.182   MT  0.99999925   -0 10 03.6
 LW1882;SPC RI       -   142,339.63    258,704.15   sFT  0.99999925   -0 10 03.6
 LW1882;SPC CT       -   223,999.097   388,062.878   MT  0.99998369   +0 39 39.5
 LW1882;SPC CT       -   734,903.70  1,273,169.63   sFT  0.99998369   +0 39 39.5
 LW1882;UTM  19      - 4,595,004.591   270,109.193   MT  1.00025044   -1 49 27.0
 LW1882
 LW1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1882!SPC RI       -   0.99999276  x   0.99999925  =   0.99999201
 LW1882!SPC CT       -   0.99999276  x   0.99998369  =   0.99997645
 LW1882!UTM  19      -   0.99999276  x   1.00025044  =   1.00024320
 LW1882
 LW1882                          SUPERSEDED SURVEY CONTROL
 LW1882
 LW1882  NAD 83(1992)-  41 28 25.34100(N)    071 45 11.39691(W) AD(       ) 2
 LW1882  NAD 83(1986)-  41 28 25.33890(N)    071 45 11.39650(W) AD(       ) 2
 LW1882  NGVD 29 (12/08/88)   76.86   (m)          252.2    (f) LEVELING    3  
 LW1882
 LW1882.Superseded values are not recommended for survey control.
 LW1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1882.See file dsdata.txt to determine how the superseded data were derived.
 LW1882
 LW1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7010995005(NAD 83)
 LW1882_MARKER: DS = TRIANGULATION STATION DISK
 LW1882_SETTING: 80 = SET IN A BOULDER
 LW1882_SP_SET: BOULDER
 LW1882_STAMPING: HO 003 RIGS 1984
 LW1882_MARK LOGO: RIGS  
 LW1882_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1882+STABILITY: SURFACE MOTION
 LW1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1882+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 LW1882
 LW1882  HISTORY     - Date     Condition        Report By
 LW1882  HISTORY     - 1984     MONUMENTED       RIGS
 LW1882  HISTORY     - 1984     GOOD             RIGS
 LW1882  HISTORY     - 20030612 GOOD             INDIV
 LW1882
 LW1882                          STATION DESCRIPTION
 LW1882
 LW1882'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1882'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF HOPE
 LW1882'VALLEY, 2.6 KM (1.6 MI) NORTHEAST OF HOPKINTON, AND ON THE
 LW1882'SOUTHEAST SIDE OF INTERSTATE HIGHWAY 95.
 LW1882'THE STATION IS LOCATED ON STATE HIGHWAY RIGHT OF WAY PROPERTY.
 LW1882'
 LW1882'TO REACH THE STATION FROM THE STATE HIGHWAY 3 BRIDGE OVER INTERSTATE
 LW1882'95, AT EXIT 1, WHICH IS ABOUT 1.6 KM (1.0 MI) SOUTH-SOUTHWEST OF
 LW1882'HOPKINTON, GO NORTHEAST ON I-95 FOR 4.2 KM (2.6 MI) TO THE STATION
 LW1882'ON THE RIGHT.
 LW1882'
 LW1882'THE STATION IS A STANDARD NGS DISK
 LW1882'STAMPED---H0 003 RIGS 1984---,
 LW1882'CEMENTED IN A DRILL HOLE IN A 5 BY 7 FOOT BOULDER THAT PROJECTS 36
 LW1882'CM (14 IN).
 LW1882'LOCATED
 LW1882'27.1 METERS (89.0 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 LW1882'NORTHBOUND LANE OF I-95,
 LW1882'11.9 METERS (39.0 FT) NORTHWEST FROM THE RIGHT OF WAY FENCE,
 LW1882'8.5 METERS (28.0 FT) SOUTHEAST FROM THE EDGE OF THE ROCK OUTCROP,
 LW1882'1.95 METERS (6.4 FT) WEST FROM A FIBERGLASS WITNESS POST.
 LW1882
 LW1882                          STATION RECOVERY (1984)
 LW1882
 LW1882'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1882'2.6 KM (1.6 MI) NE FROM HOPKINTON.
 LW1882'TO REACH THE STATION FROM THE STATE HIGHWAY 3 BRIDGE OVER INTERSTATE
 LW1882'95, AT EXIT 1, WHICH IS ABOUT 1.6 KM (1.0 MI) SOUTH-SOUTHWEST OF
 LW1882'HOPKINTON, GO NORTHEAST ON I-95 FOR 4.2 KM (2.6 MI) TO THE STATION ON
 LW1882'THE RIGHT.  THE STATION IS A STANDARD NGS DISK CEMENTED IN A DRILL
 LW1882'HOLE IN A 5 BY 7 FOOT BOULDER THAT PROJECTS 36 CM (14 IN).  LOCATED
 LW1882'27.1 METERS (89.0 FT) SOUTHEAST FROM THE CENTERLINE OF THE NORTHBOUND
 LW1882'LANE OF I-95, 11.9 METERS (39.0 FT) NORTHWEST FROM THE RIGHT OF WAY
 LW1882'FENCE, 8.5 METERS (28.0 FT) SOUTHEAST FROM THE EDGE OF THE ROCK
 LW1882'OUTCROP, 1.95 METERS (6.4 FT) WEST FROM A FIBERGLASS WITNESS POST.
 LW1882
 LW1882                          STATION RECOVERY (2003)
 LW1882
 LW1882'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW1882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1883 ***********************************************************************
 LW1883  DESIGNATION -  HO 004
 LW1883  PID         -  LW1883
 LW1883  STATE/COUNTY-  RI/WASHINGTON
 LW1883  USGS QUAD   -  ASHAWAY (1984)
 LW1883
 LW1883                         *CURRENT SURVEY CONTROL
 LW1883  ___________________________________________________________________
 LW1883* NAD 83(1996)-  41 28 04.42742(N)    071 45 46.20388(W)     ADJUSTED  
 LW1883* NAVD 88     -        72.631  (meters)     238.29   (feet)  ADJUSTED  
 LW1883  ___________________________________________________________________
 LW1883  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 LW1883  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW1883  DYNAMIC HT  -          72.605 (meters)     238.20  (feet)  COMP
 LW1883  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 LW1883
 LW1883  HORZ ORDER  -  SECOND
 LW1883  VERT ORDER  -  SECOND    CLASS II
 LW1883
 LW1883.The horizontal coordinates were established by classical geodetic methods
 LW1883.and adjusted by the National Geodetic Survey in August 1998..
 LW1883
 LW1883.The orthometric height was determined by differential leveling
 LW1883.and adjusted by the National Geodetic Survey in June 1991..
 LW1883
 LW1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1883
 LW1883.The geoid height was determined by GEOID03.
 LW1883
 LW1883.The dynamic height is computed by dividing the NAVD 88
 LW1883.geopotential number by the normal gravity value computed on the
 LW1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1883.degrees latitude (g = 980.6199 gals.).
 LW1883
 LW1883.The modeled gravity was interpolated from observed gravity values.
 LW1883
 LW1883;                    North         East     Units Scale Factor Converg.
 LW1883;SPC RI       -    42,742.375    78,043.627   MT  0.99999968   -0 10 26.6
 LW1883;SPC RI       -   140,230.61    256,048.13   sFT  0.99999968   -0 10 26.6
 LW1883;SPC CT       -   223,344.639   387,262.717   MT  0.99998380   +0 39 16.4
 LW1883;SPC CT       -   732,756.54  1,270,544.43   sFT  0.99998380   +0 39 16.4
 LW1883;UTM  19      - 4,594,385.274   269,281.186   MT  1.00025513   -1 49 49.3
 LW1883
 LW1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1883!SPC RI       -   0.99999338  x   0.99999968  =   0.99999306
 LW1883!SPC CT       -   0.99999338  x   0.99998380  =   0.99997718
 LW1883!UTM  19      -   0.99999338  x   1.00025513  =   1.00024851
 LW1883
 LW1883                          SUPERSEDED SURVEY CONTROL
 LW1883
 LW1883  NAD 83(1992)-  41 28 04.42616(N)    071 45 46.20308(W) AD(       ) 2
 LW1883  NAD 83(1986)-  41 28 04.42430(N)    071 45 46.20301(W) AD(       ) 2
 LW1883  NGVD 29 (12/08/88)   72.91   (m)          239.2    (f) LEVELING    3  
 LW1883
 LW1883.Superseded values are not recommended for survey control.
 LW1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1883.See file dsdata.txt to determine how the superseded data were derived.
 LW1883
 LW1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6928194385(NAD 83)
 LW1883_MARKER: DS = TRIANGULATION STATION DISK
 LW1883_SETTING: 80 = SET IN A BOULDER
 LW1883_SP_SET: BOULDER
 LW1883_STAMPING: HO 004 RIGS 1984
 LW1883_MARK LOGO: RIGS  
 LW1883_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1883+STABILITY: SURFACE MOTION
 LW1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1883+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 LW1883
 LW1883  HISTORY     - Date     Condition        Report By
 LW1883  HISTORY     - 1984     MONUMENTED       RIGS
 LW1883  HISTORY     - 1984     GOOD             RIGS
 LW1883  HISTORY     - 20030612 GOOD             INDIV
 LW1883
 LW1883                          STATION DESCRIPTION
 LW1883
 LW1883'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1883'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) SOUTHWEST OF HOPE
 LW1883'VALLEY, 1.6 KM (1.0 MI) NORTHEAST OF HOPKINTON, AND ON THE RIGHT-OF-
 LW1883'WAY ON THE NORTHWEST SIDE OF INTERSTATE HIGHWAY 95.  IT IS ABOUT 15
 LW1883'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1883'
 LW1883'TO REACH THE STATION FORM THE JUCTION OF INTERSTATE HIGHWAY 95 AND
 LW1883'STATE HIGHWAY 138, ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE VALLEY,
 LW1883'GO SOUTHWEST ON I-95 FOR 4.7 KM (2.95 MI) TO THE BRIDGE AT EXIT 2.
 LW1883'CONTINUE SOUTWEST ON I-95 FOR 3.3 KM (2.05 MI) TO THE STATION ON
 LW1883'THE RIGHT.
 LW1883'
 LW1883'THE STATION IS A STANDARD NGS DISK
 LW1883'STAMPED---HO 004 RIGS 1984---,
 LW1883'SET INTO A DRILL HOLE IN A 1 BY 2 FOOT BOULDER THAT PROJECTS 10 CM.
 LW1883'LOCATED
 LW1883'27.7 METERS (91.0 FT) NORTHWEST FROM THE CENTERLINE OF THE
 LW1883'SOUTHBOUND LANE OF I-95,
 LW1883'10.7 METERS (35.0 FT) SOUTHEAST FROM THE RIGHT-OF-WAY FENCE,
 LW1883'4.0 METERS (13.0 FT) SOUTH-SOUTHWEST FROM A LARGE BOULDER THAT
 LW1883'PROJECTS 4 FEET,
 LW1883'1.8 METERS (6.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
 LW1883
 LW1883                          STATION RECOVERY (1984)
 LW1883
 LW1883'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1883'1.6 KM (1.0 MI) NE FROM HOPKINTON.
 LW1883'TO REACH THE STATION FORM THE JUCTION OF INTERSTATE HIGHWAY 95 AND
 LW1883'STATE HIGHWAY 138, ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE VALLEY, GO
 LW1883'SOUTHWEST ON I-95 FOR 4.7 KM (2.95 MI) TO THE BRIDGE AT EXIT 2.
 LW1883'CONTINUE SOUTWEST ON I-95 FOR 3.3 KM (2.05 MI) TO THE STATION ON THE
 LW1883'RIGHT, ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE STATION IS
 LW1883'A STANDARD NGS DISK SET INTO A DRILL HOLE IN A 1 BY 2 FOOT BOULDER
 LW1883'THAT PROJECTS 10 CM.  LOCATED 27.7 METERS (91.0 FT) NORTHWEST FROM
 LW1883'THE CENTERLINE OF THE SOUTHBOUND LANE OF I-95, 10.7 METERS (35.0 FT)
 LW1883'SOUTHEAST FROM THE RIGHT-OF-WAY FENCE, 4.0 METERS (13.0 FT)
 LW1883'SOUTH-SOUTHWEST FROM A LARGE BOULDER THAT PROJECTS 4 FEET, 1.8 METERS
 LW1883'(6.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
 LW1883
 LW1883                          STATION RECOVERY (2003)
 LW1883
 LW1883'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW1883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1884 ***********************************************************************
 LW1884  DESIGNATION -  HO 005
 LW1884  PID         -  LW1884
 LW1884  STATE/COUNTY-  RI/WASHINGTON
 LW1884  USGS QUAD   -  ASHAWAY (1984)
 LW1884
 LW1884                         *CURRENT SURVEY CONTROL
 LW1884  ___________________________________________________________________
 LW1884* NAD 83(1996)-  41 27 16.34049(N)    071 46 39.78044(W)     ADJUSTED  
 LW1884* NAVD 88     -        52.399  (meters)     171.91   (feet)  ADJUSTED  
 LW1884  ___________________________________________________________________
 LW1884  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 LW1884  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW1884  DYNAMIC HT  -          52.380 (meters)     171.85  (feet)  COMP
 LW1884  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 LW1884
 LW1884  HORZ ORDER  -  SECOND
 LW1884  VERT ORDER  -  SECOND    CLASS II
 LW1884
 LW1884.The horizontal coordinates were established by classical geodetic methods
 LW1884.and adjusted by the National Geodetic Survey in August 1998..
 LW1884
 LW1884.The orthometric height was determined by differential leveling
 LW1884.and adjusted by the National Geodetic Survey in June 1991..
 LW1884
 LW1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1884
 LW1884.The geoid height was determined by GEOID03.
 LW1884
 LW1884.The dynamic height is computed by dividing the NAVD 88
 LW1884.geopotential number by the normal gravity value computed on the
 LW1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1884.degrees latitude (g = 980.6199 gals.).
 LW1884
 LW1884.The modeled gravity was interpolated from observed gravity values.
 LW1884
 LW1884;                    North         East     Units Scale Factor Converg.
 LW1884;SPC RI       -    41,262.746    76,795.637   MT  1.00000037   -0 11 01.9
 LW1884;SPC RI       -   135,376.19    251,953.69   sFT  1.00000037   -0 11 01.9
 LW1884;SPC CT       -   221,847.141   386,036.274   MT  0.99998409   +0 38 40.9
 LW1884;SPC CT       -   727,843.50  1,266,520.68   sFT  0.99998409   +0 38 40.9
 LW1884;UTM  19      - 4,592,941.957   267,990.621   MT  1.00026249   -1 50 23.1
 LW1884
 LW1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1884!SPC RI       -   0.99999656  x   1.00000037  =   0.99999693
 LW1884!SPC CT       -   0.99999656  x   0.99998409  =   0.99998065
 LW1884!UTM  19      -   0.99999656  x   1.00026249  =   1.00025905
 LW1884
 LW1884                          SUPERSEDED SURVEY CONTROL
 LW1884
 LW1884  NAD 83(1992)-  41 27 16.33923(N)    071 46 39.77967(W) AD(       ) 2
 LW1884  NAD 83(1986)-  41 27 16.33813(N)    071 46 39.78047(W) AD(       ) 2
 LW1884  NGVD 29 (12/08/88)   52.68   (m)          172.8    (f) LEVELING    3  
 LW1884
 LW1884.Superseded values are not recommended for survey control.
 LW1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1884.See file dsdata.txt to determine how the superseded data were derived.
 LW1884
 LW1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6799192942(NAD 83)
 LW1884_MARKER: DS = TRIANGULATION STATION DISK
 LW1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1884_SP_SET: CONCRETE POST
 LW1884_STAMPING: HO 005 RIGS 1984
 LW1884_MARK LOGO: RIGS  
 LW1884_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1884+STABILITY: SURFACE MOTION
 LW1884
 LW1884  HISTORY     - Date     Condition        Report By
 LW1884  HISTORY     - 1984     MONUMENTED       RIGS
 LW1884  HISTORY     - 1984     GOOD             RIGS
 LW1884
 LW1884                          STATION DESCRIPTION
 LW1884
 LW1884'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1884'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHWEST OF HOPE
 LW1884'VALLEY, 0.8 KM ( 0.5 MI) SOUTH OF HOPKINTON, AND ON THE
 LW1884'RIGHT-OF-WAY ON THE SOUTHEAST SIDE OF INTERSTATE HIGHWAY 95.
 LW1884'
 LW1884'TO REACH THE STATION FROM THE STATE HIGHWAY 3 BRIDGE OVER
 LW1884'INTERSTATE HIGHWAY 95 AT EXIT 1, WHICH IS ABOUT 1.6 KM (1.0 MI)
 LW1884'SOUTH-SOUTHWEST OF HOPKINTON, GO NORTHEAST ON I-95 FOR 1.0 KM (0.65
 LW1884'MI) TO THE STATION ON THE RIGHT.
 LW1884'
 LW1884'THE STATION IS A STANDARD NGS DISK
 LW1884'STAMPED---HO 005 RIGS 1984---,
 LW1884'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1884'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1884'61.0 METERS (200.0 FT) NORTHEAST FROM AN OVERHEAD POWER LINE
 LW1884'CROSSING I-95,
 LW1884'16.8 METERS (55.0 FT) EAST-SOUTHEAST FROM THE CENTER OF A METAL
 LW1884'STORM DRAIN IN THE MEDIAN OF THE HIGHWAY,
 LW1884'16.5 METERS (54.0 FT) NORTH FROM A TWIN TRUNKED PINE TREE,
 LW1884'8.8 METERS (29.0 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 LW1884'NORTHBOUND LANE OF I-95,
 LW1884'4.4 METERS (14.4 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW1884'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LW1884'STAMPED---H0 005 RIGS 1984---,
 LW1884'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LW1884
 LW1884                          STATION RECOVERY (1984)
 LW1884
 LW1884'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1884'0.8 KM (0.5 MI) SOUTH FROM HOPKINTON.
 LW1884'TO REACH THE STATION FROM THE STATE HIGHWAY 3 BRIDGE OVER INTERSTATE
 LW1884'HIGHWAY 95 AT EXIT 1, WHICH IS ABOUT 1.6 KM (1.0 MI) SOUTH-SOUTHWEST
 LW1884'OF HOPKINTON, GO NORTHEAST ON I-95 FOR 1.0 KM (0.65 MI) TO THE
 LW1884'STATION ON THE RIGHT.  THE STATION IS A STANDARD NGS DISK SET INTO
 LW1884'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 LW1884'GROUND.  LOCATED 61.0 METERS (200.0 FT) NORTHEAST FROM AN OVERHEAD
 LW1884'POWER LINE CROSSING I-95, 16.8 METERS (55.0 FT) EAST-SOUTHEAST FROM
 LW1884'THE CENTER OF A METAL STORM DRAIN IN THE MEDIAN OF THE HIGHWAY, 16.5
 LW1884'METERS (54.0 FT) NORTH FROM A TWIN TRUNKED PINE TREE, 8.8 METERS
 LW1884'(29.0 FT) SOUTHEAST FROM THE CENTERLINE OF THE NORTHBOUND LANE OF
 LW1884'I-95, 4.4 METERS (14.4 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1885 ***********************************************************************
 LW1885  DESIGNATION -  HO 006
 LW1885  PID         -  LW1885
 LW1885  STATE/COUNTY-  RI/WASHINGTON
 LW1885  USGS QUAD   -  ASHAWAY (1984)
 LW1885
 LW1885                         *CURRENT SURVEY CONTROL
 LW1885  ___________________________________________________________________
 LW1885* NAD 83(1996)-  41 26 58.67206(N)    071 46 59.28653(W)     ADJUSTED  
 LW1885* NAVD 88     -        44.595  (meters)     146.31   (feet)  ADJUSTED  
 LW1885  ___________________________________________________________________
 LW1885  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 LW1885  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LW1885  DYNAMIC HT  -          44.579 (meters)     146.26  (feet)  COMP
 LW1885  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 LW1885
 LW1885  HORZ ORDER  -  SECOND
 LW1885  VERT ORDER  -  SECOND    CLASS II
 LW1885
 LW1885.The horizontal coordinates were established by classical geodetic methods
 LW1885.and adjusted by the National Geodetic Survey in August 1998..
 LW1885
 LW1885.The orthometric height was determined by differential leveling
 LW1885.and adjusted by the National Geodetic Survey in June 1991..
 LW1885
 LW1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1885
 LW1885.The geoid height was determined by GEOID03.
 LW1885
 LW1885.The dynamic height is computed by dividing the NAVD 88
 LW1885.geopotential number by the normal gravity value computed on the
 LW1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1885.degrees latitude (g = 980.6199 gals.).
 LW1885
 LW1885.The modeled gravity was interpolated from observed gravity values.
 LW1885
 LW1885;                    North         East     Units Scale Factor Converg.
 LW1885;SPC RI       -    40,719.132    76,341.127   MT  1.00000064   -0 11 14.7
 LW1885;SPC RI       -   133,592.69    250,462.51   sFT  1.00000064   -0 11 14.7
 LW1885;SPC CT       -   221,297.020   385,589.680   MT  0.99998421   +0 38 27.9
 LW1885;SPC CT       -   726,038.64  1,265,055.48   sFT  0.99998421   +0 38 27.9
 LW1885;UTM  19      - 4,592,411.563   267,520.470   MT  1.00026518   -1 50 35.3
 LW1885
 LW1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1885!SPC RI       -   0.99999778  x   1.00000064  =   0.99999842
 LW1885!SPC CT       -   0.99999778  x   0.99998421  =   0.99998199
 LW1885!UTM  19      -   0.99999778  x   1.00026518  =   1.00026296
 LW1885
 LW1885                          SUPERSEDED SURVEY CONTROL
 LW1885
 LW1885  NAD 83(1992)-  41 26 58.67079(N)    071 46 59.28578(W) AD(       ) 2
 LW1885  NAD 83(1986)-  41 26 58.66990(N)    071 46 59.28684(W) AD(       ) 2
 LW1885  NGVD 29 (12/08/88)   44.88   (m)          147.2    (f) LEVELING    3  
 LW1885
 LW1885.Superseded values are not recommended for survey control.
 LW1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1885.See file dsdata.txt to determine how the superseded data were derived.
 LW1885
 LW1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6752092412(NAD 83)
 LW1885_MARKER: DS = TRIANGULATION STATION DISK
 LW1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1885_SP_SET: CONCRETE POST
 LW1885_STAMPING: HO 006 RIGS 1984
 LW1885_MARK LOGO: RIGS  
 LW1885_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1885+STABILITY: SURFACE MOTION
 LW1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1885+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 LW1885
 LW1885  HISTORY     - Date     Condition        Report By
 LW1885  HISTORY     - 1984     MONUMENTED       RIGS
 LW1885  HISTORY     - 1984     GOOD             RIGS
 LW1885  HISTORY     - 20030612 GOOD             INDIV
 LW1885
 LW1885                          STATION DESCRIPTION
 LW1885
 LW1885'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1885'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 LW1885'NORTHEAST OF THE RHODE ISLAND-CONNECTICUT STATE LINE,
 LW1885'1.6 KM (1.0 MI) SOUTH-SOUTHWEST OF HOPKINTON,
 LW1885'ON THE SOUTHEAST SIDE OF INTERSTATE HIGHWAY 95, AND AT THE NORTHEAST
 LW1885'END OF THE ENTRANCE RAMP TO THE NORTHBOUND LANE OF I-95 AT EXIT 1.
 LW1885'OWNERSHIP--RI STATE HIGHWAY RIGHT-OF-WAY.
 LW1885'
 LW1885'TO REACH THE STATION FROM THE STATE HIGHWAY BRIDGE OVER INTERSTATE
 LW1885'95 AT EXIT 1, GO NORTHEAST ON I-95 FOR 0.3 KM (0.2 MI) TO THE STATION
 LW1885'ON THE RIGHT.
 LW1885'
 LW1885'THE STATION IS A STANDARD NGS DISK
 LW1885'STAMPED---HO-006 RIGS 1984---,
 LW1885'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1885'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1885'25.0 METERS (82.0 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 LW1885'NORTHBOUND LANE OF I-95,
 LW1885'5.6 METERS (18.5 FT) SOUTHEAST FROM THE CENTER OF THE ENTRANCE ROAD
 LW1885'TO I-95,
 LW1885'2.6 METERS (8.5 FT) SOUTHWEST FROM THE METAL LIGHT POLE NUMBER 14-1,
 LW1885'2.1 METERS (7.0 FT) SOUTHWEST FROM THE CENTER OF A METAL COVER FOR
 LW1885'ELECTRIC WIRES,
 LW1885'0.9 METERS (3.0 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW1885'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LW1885'STAMPED---HO-006 RIGS 1984---,
 LW1885'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1885
 LW1885                          STATION RECOVERY (1984)
 LW1885
 LW1885'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1885'1.6 KM (1.0 MI) SSW FROM HOPKINTON.
 LW1885'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHEAST OF THE RHODE
 LW1885'ISLAND-CONNECTICUT STATE LINE, ON THE SOUTHEAST SIDE OF INTERSTATE
 LW1885'HIGHWAY 95, AND AT THE NORTHEAST END OF THE ENTRANCE RAMP TO THE
 LW1885'NORTHBOUND LANE OF I-95 AT EXIT 1.  TO REACH THE STATION FROM THE
 LW1885'STATE HIGHWAY BRIDGE OVER INTERSTATE 95 AT EXIT 1, GO NORTHEAST ON
 LW1885'I-95 FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.  THE STATION IS
 LW1885'A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW1885'CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 25.0 METERS (82.0 FT)
 LW1885'SOUTHEAST FROM THE CENTERLINE OF THE NORTHBOUND LANE OF I-95, 5.6
 LW1885'METERS (18.5 FT) SOUTHEAST FROM THE CENTER OF THE ENTRANCE ROAD TO
 LW1885'I-95, 2.6 METERS (8.5 FT) SOUTHWEST FROM THE METAL LIGHT POLE NUMBER
 LW1885'14-1, 2.1 METERS (7.0 FT) SOUTHWEST FROM THE CENTER OF A METAL COVER
 LW1885'FOR ELECTRIC WIRES, 0.9 METERS (3.0 FT) NORTHWEST FROM A FIBERGLASS
 LW1885'WITNESS POST.
 LW1885
 LW1885                          STATION RECOVERY (2003)
 LW1885
 LW1885'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW1885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2355 ***********************************************************************
 LW2355  DESIGNATION -  HOG ISLAND 3 1874
 LW2355  PID         -  LW2355
 LW2355  STATE/COUNTY-  RI/NEWPORT
 LW2355  USGS QUAD   -  BRISTOL (1975)
 LW2355
 LW2355                         *CURRENT SURVEY CONTROL
 LW2355  ___________________________________________________________________
 LW2355* NAD 83(1996)-  41 38 40.30840(N)    071 16 49.09732(W)     ADJUSTED  
 LW2355* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 LW2355  ___________________________________________________________________
 LW2355  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW2355  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW2355
 LW2355  HORZ ORDER  -  THIRD
 LW2355
 LW2355.The horizontal coordinates were established by classical geodetic methods
 LW2355.and adjusted by the National Geodetic Survey in August 1998..
 LW2355
 LW2355.The orthometric height was scaled from a topographic map.
 LW2355
 LW2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2355
 LW2355.The geoid height was determined by GEOID03.
 LW2355
 LW2355;                    North         East     Units Scale Factor Converg.
 LW2355;SPC RI       -    62,349.975   118,302.755   MT  0.99999787   +0 08 45.6
 LW2355;SPC RI       -   204,559.88    388,131.62   sFT  0.99999787   +0 08 45.6
 LW2355;UTM  19      - 4,612,821.884   310,097.246   MT  1.00004381   -1 30 56.6
 LW2355
 LW2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2355!SPC RI       -   1.00000251  x   0.99999787  =   1.00000038
 LW2355!UTM  19      -   1.00000251  x   1.00004381  =   1.00004632
 LW2355
 LW2355:                Primary Azimuth Mark                     Grid Az
 LW2355:SPC RI       -  HALL                                     168 38 55.7
 LW2355:UTM  19      -  HALL                                     170 18 37.9
 LW2355
 LW2355|---------------------------------------------------------------------|
 LW2355| PID    Reference Object                     Distance      Geod. Az  |
 LW2355|                                                           dddmmss.s |
 LW2355| LW2400 HALL                                APPROX. 2.8 KM 1684741.3 |
 LW2355| LW2371 NAVAL TRAINING STATION CEN TK       APPROX.14.5 KM 1921627.0 |
 LW2355| LW2304 CASTLE ISLAND BEACON                APPROX. 1.1 KM 3342715.1 |
 LW2355|---------------------------------------------------------------------|
 LW2355
 LW2355                          SUPERSEDED SURVEY CONTROL
 LW2355
 LW2355  NAD 83(1996)-  41 38 40.30821(N)    071 16 49.09726(W) AD(       ) 3
 LW2355  NAD 83(1992)-  41 38 40.30669(N)    071 16 49.09628(W) AD(       ) 3
 LW2355  NAD 83(1992)-  41 38 40.30632(N)    071 16 49.09629(W) AD(       ) 3
 LW2355  NAD 83(1986)-  41 38 40.30688(N)    071 16 49.09493(W) AD(       ) 3
 LW2355  NAD 27      -  41 38 39.93000(N)    071 16 50.93000(W) AD(       ) 3
 LW2355
 LW2355.Superseded values are not recommended for survey control.
 LW2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2355.See file dsdata.txt to determine how the superseded data were derived.
 LW2355
 LW2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1009712822(NAD 83)
 LW2355
 LW2355  HISTORY     - Date     Condition        Report By
 LW2355  HISTORY     - 1874     MONUMENTED       COASUR
 LW2355  HISTORY     - 1913     SEE DESCRIPTION  CGS
 LW2355  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2355
 LW2355                          STATION DESCRIPTION
 LW2355
 LW2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW2355'STATION IS ON THE NORTHERN PART OF HOG ISLAND, WHICH LIES IN THE
 LW2355'MOUTH OF BRISTOL HARBOR.  THE STATION IS ABOUT 1/4 MILE FROM THE
 LW2355'NORTHERN END AND 150 METERS FROM THE WESTERN SHORE OF THE ISLAND
 LW2355'AND IS MARKED BY A BROWN STONE POST 6 INCHES SQUARE, THE TOP OF
 LW2355'WHICH PROJECTS A FEW INCHES ABOVE THE GROUND.  A STANDARD
 LW2355'REFERENCE DISK, SET IN THE TOP OF A SMALL BOULDER, IS 1.89
 LW2355'METERS (6.20 FEET) ESE OF THE STATION, AND A SQUARE TOWER ON A
 LW2355'BARN IS 102.4 METERS (336.0 FEET) S BY W OF THE STATION.  TWO
 LW2355'FORMER STATIONS IN THIS LOCALITY, HOG ISLAND (1843) AND HOG
 LW2355'ISLAND 2 (1861), WERE, RESPECTIVELY, 6.4 METERS (21 FEET) SE
 LW2355'AND 0.6 METER (2 FEET) E OF THE PRESENT STATION, BUT BOTH ARE
 LW2355'LOST.
 LW2355
 LW2355                          STATION RECOVERY (1956)
 LW2355
 LW2355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2355'STATION MARK AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE
 LW2355'PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 LW2355'
 LW2355'THE STATION IS 35.0 FT. S OF A DIM-WOODS ROAD AND 100 FT. SE OF
 LW2355'THE SE CORNER OF A BLACK TARPAPER COTTAGE BELONGING TO HANNIGAN.
 LW2355'
 LW2355'THE REFERENCE MARK IS NOT STAMPED AND IS IN A BOULDER ABOUT 1
 LW2355'FT. ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2356 ***********************************************************************
 LW2356  DESIGNATION -  HOG ISLAND SEARCHLIGHT
 LW2356  PID         -  LW2356
 LW2356  STATE/COUNTY-  RI/NEWPORT
 LW2356  USGS QUAD   -  BRISTOL (1975)
 LW2356
 LW2356                         *CURRENT SURVEY CONTROL
 LW2356  ___________________________________________________________________
 LW2356* NAD 83(1996)-  41 38 36.99062(N)    071 16 49.22397(W)     ADJUSTED  
 LW2356* NAVD 88     -                                                        
 LW2356  ___________________________________________________________________
 LW2356  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW2356  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW2356
 LW2356  HORZ ORDER  -  THIRD
 LW2356
 LW2356.The horizontal coordinates were established by classical geodetic methods
 LW2356.and adjusted by the National Geodetic Survey in August 1998..
 LW2356
 LW2356
 LW2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2356
 LW2356.The geoid height was determined by GEOID03.
 LW2356
 LW2356;                    North         East     Units Scale Factor Converg.
 LW2356;SPC RI       -    62,247.609   118,300.085   MT  0.99999787   +0 08 45.5
 LW2356;SPC RI       -   204,224.03    388,122.86   sFT  0.99999787   +0 08 45.5
 LW2356;UTM  19      - 4,612,719.634   310,091.608   MT  1.00004383   -1 30 56.6
 LW2356
 LW2356                          SUPERSEDED SURVEY CONTROL
 LW2356
 LW2356  NAD 83(1996)-  41 38 36.99042(N)    071 16 49.22379(W) AD(       ) 4
 LW2356  NAD 83(1992)-  41 38 36.98892(N)    071 16 49.22302(W) AD(       ) 4
 LW2356  NAD 83(1992)-  41 38 36.98853(N)    071 16 49.22292(W) AD(       ) 4
 LW2356  NAD 83(1986)-  41 38 36.98912(N)    071 16 49.22161(W) AD(       ) 4
 LW2356  NAD 27      -  41 38 36.61700(N)    071 16 51.04700(W) AD(       ) 3
 LW2356
 LW2356.Superseded values are not recommended for survey control.
 LW2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2356.See file dsdata.txt to determine how the superseded data were derived.
 LW2356
 LW2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1009212720(NAD 83)
 LW2356
 LW2356  HISTORY     - Date     Condition        Report By
 LW2356  HISTORY     - 1913     MONUMENTED       CGS
 LW2356  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2356
 LW2356                          STATION DESCRIPTION
 LW2356
 LW2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2356'STATION IS ON THE TOP OF A TOWER ON A HOUSE NEAR THE CENTER OF
 LW2356'HOG ISLAND, WHICH LIES IN THE MOUTH OF BRISTOL BAY.  THE STATION
 LW2356'HAS THE APPEARANCE OF A LIGHTHOUSE, AND IS THE SAME OBJECT
 LW2356'OBSERVED IN 1912 UNDER THE NAME OF WATER TOWER.
 LW2356
 LW2356                          STATION RECOVERY (1956)
 LW2356
 LW2356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2356'STATION DESTROYED.  THE SEARCHLIGHT HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2346 ***********************************************************************
 LW2346  DESIGNATION -  HOG ISLAND SHOAL LIGHTHOUSE
 LW2346  PID         -  LW2346
 LW2346  STATE/COUNTY-  RI/NEWPORT
 LW2346  USGS QUAD   -  BRISTOL (1975)
 LW2346
 LW2346                         *CURRENT SURVEY CONTROL
 LW2346  ___________________________________________________________________
 LW2346* NAD 83(1996)-  41 37 56.46405(N)    071 16 23.65894(W)     ADJUSTED  
 LW2346* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 LW2346  ___________________________________________________________________
 LW2346  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 LW2346  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW2346
 LW2346  HORZ ORDER  -  THIRD
 LW2346
 LW2346.The horizontal coordinates were established by classical geodetic methods
 LW2346.and adjusted by the National Geodetic Survey in August 1998..
 LW2346
 LW2346.The orthometric height was scaled from a topographic map.
 LW2346
 LW2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2346
 LW2346.The geoid height was determined by GEOID03.
 LW2346
 LW2346;                    North         East     Units Scale Factor Converg.
 LW2346;SPC RI       -    60,998.832   118,894.997   MT  0.99999814   +0 09 02.3
 LW2346;SPC RI       -   200,127.00    390,074.67   sFT  0.99999814   +0 09 02.3
 LW2346;UTM  19      - 4,611,454.076   310,650.087   MT  1.00004123   -1 30 38.4
 LW2346
 LW2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2346!SPC RI       -   1.00000251  x   0.99999814  =   1.00000065
 LW2346!UTM  19      -   1.00000251  x   1.00004123  =   1.00004374
 LW2346
 LW2346:                Primary Azimuth Mark                     Grid Az
 LW2346:SPC RI       -  MOUNT HOPE 2                             030 40 29.3
 LW2346:UTM  19      -  MOUNT HOPE 2                             032 20 10.0
 LW2346
 LW2346|---------------------------------------------------------------------|
 LW2346| PID    Reference Object                     Distance      Geod. Az  |
 LW2346|                                                           dddmmss.s |
 LW2346| LW1616 MOUNT HOPE 2                        APPROX. 5.4 KM 0304931.6 |
 LW2346| LW2357 BRISTOL FERRY LIGHTHOUSE            APPROX. 1.6 KM 0425047.0 |
 LW2346| LW2344 MUSSEL BED SHOALS LIGHTHOUSE        APPROX. 1.2 KM 0683240.8 |
 LW2346|---------------------------------------------------------------------|
 LW2346
 LW2346                          SUPERSEDED SURVEY CONTROL
 LW2346
 LW2346  NAD 83(1996)-  41 37 56.46385(N)    071 16 23.65883(W) AD(       ) 3
 LW2346  NAD 83(1992)-  41 37 56.46233(N)    071 16 23.65794(W) AD(       ) 3
 LW2346  NAD 83(1992)-  41 37 56.46195(N)    071 16 23.65787(W) AD(       ) 3
 LW2346  NAD 83(1986)-  41 37 56.46244(N)    071 16 23.65649(W) AD(       ) 3
 LW2346  NAD 27      -  41 37 56.08200(N)    071 16 25.48700(W) AD(       ) 3
 LW2346
 LW2346.Superseded values are not recommended for survey control.
 LW2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2346.See file dsdata.txt to determine how the superseded data were derived.
 LW2346
 LW2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1065011454(NAD 83)
 LW2346
 LW2346  HISTORY     - Date     Condition        Report By
 LW2346  HISTORY     - UNK      MONUMENTED
 LW2346  HISTORY     - 1913     SEE DESCRIPTION  CGS
 LW2346  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2346
 LW2346                          STATION DESCRIPTION
 LW2346
 LW2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2346'STATION IS A WHITE CONICAL TOWER ON A BLACK, CYLINDRICAL PIER,
 LW2346'IN 2 FATHOMS OF WATER, ABOUT 3/8 MILE S OF THE SE END OF HOG
 LW2346'ISLAND.  THE LANTERN IS 54 FEET ABOVE THE MEAN-HIGH WATER.
 LW2346
 LW2346                          STATION RECOVERY (1956)
 LW2346
 LW2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2346'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2346'DESCRIPTION IS IN ERROR AS TO THE COUNTY BUT OTHERWISE IS
 LW2346'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0371 ***********************************************************************
 LW0371  DESIGNATION -  HOLDEN
 LW0371  PID         -  LW0371
 LW0371  STATE/COUNTY-  RI/WASHINGTON
 LW0371  USGS QUAD   -  WICKFORD (1995)
 LW0371
 LW0371                         *CURRENT SURVEY CONTROL
 LW0371  ___________________________________________________________________
 LW0371* NAD 83(1996)-  41 32 32.65552(N)    071 28 16.97877(W)     ADJUSTED  
 LW0371* NAVD 88     -        30.848  (meters)     101.21   (feet)  ADJUSTED  
 LW0371  ___________________________________________________________________
 LW0371  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 LW0371  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW0371  DYNAMIC HT  -          30.837 (meters)     101.17  (feet)  COMP
 LW0371  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 LW0371
 LW0371  HORZ ORDER  -  FIRST
 LW0371  VERT ORDER  -  SECOND    CLASS 0
 LW0371
 LW0371.The horizontal coordinates were established by classical geodetic methods
 LW0371.and adjusted by the National Geodetic Survey in August 1998..
 LW0371
 LW0371.The orthometric height was determined by differential leveling
 LW0371.and adjusted by the National Geodetic Survey in June 1991..
 LW0371
 LW0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0371
 LW0371.The geoid height was determined by GEOID03.
 LW0371
 LW0371.The dynamic height is computed by dividing the NAVD 88
 LW0371.geopotential number by the normal gravity value computed on the
 LW0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0371.degrees latitude (g = 980.6199 gals.).
 LW0371
 LW0371.The modeled gravity was interpolated from observed gravity values.
 LW0371
 LW0371;                    North         East     Units Scale Factor Converg.
 LW0371;SPC RI       -    50,984.482   102,387.836   MT  0.99999382   +0 01 08.3
 LW0371;SPC RI       -   167,271.59    335,917.43   sFT  0.99999382   +0 01 08.3
 LW0371;UTM  19      - 4,601,921.269   293,858.323   MT  1.00012297   -1 38 22.3
 LW0371
 LW0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0371!SPC RI       -   0.99999989  x   0.99999382  =   0.99999371
 LW0371!UTM  19      -   0.99999989  x   1.00012297  =   1.00012286
 LW0371
 LW0371|---------------------------------------------------------------------|
 LW0371| PID    Reference Object                     Distance      Geod. Az  |
 LW0371|                                                           dddmmss.s |
 LW0371| LW0370 HOLDEN RM 1                          16.866 METERS 01958     |
 LW0371| LW0372 HOLDEN AZ MK                                       1423716.6 |
 LW0371| LW0369 HOLDEN RM 2                          22.435 METERS 28925     |
 LW0371|---------------------------------------------------------------------|
 LW0371
 LW0371                          SUPERSEDED SURVEY CONTROL
 LW0371
 LW0371  NAD 83(1996)-  41 32 32.65470(N)    071 28 16.97809(W) AD(       ) 1
 LW0371  NAD 83(1992)-  41 32 32.65405(N)    071 28 16.97802(W) AD(       ) 1
 LW0371  NAD 83(1992)-  41 32 32.65338(N)    071 28 16.97798(W) AD(       ) 1
 LW0371  NAD 83(1986)-  41 32 32.65315(N)    071 28 16.97722(W) AD(       ) 1
 LW0371  NAD 27      -  41 32 32.28783(N)    071 28 18.76802(W) AD(       ) 1
 LW0371  NGVD 29 (??/??/92)   31.122  (m)          102.11   (f) ADJ UNCH    2 0
 LW0371
 LW0371.Superseded values are not recommended for survey control.
 LW0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0371.See file dsdata.txt to determine how the superseded data were derived.
 LW0371
 LW0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9385801921(NAD 83)
 LW0371_MARKER: DS = TRIANGULATION STATION DISK
 LW0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0371_STAMPING: HOLDEN 1968
 LW0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0371+STABILITY: SURFACE MOTION
 LW0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0371+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 LW0371
 LW0371  HISTORY     - Date     Condition        Report By
 LW0371  HISTORY     - 1968     MONUMENTED       CGS
 LW0371  HISTORY     - 1969     GOOD             NGS
 LW0371  HISTORY     - 20000223 GOOD             USPSQD
 LW0371
 LW0371                          STATION DESCRIPTION
 LW0371
 LW0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RMB)
 LW0371'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF WICKFORD, 3
 LW0371'MILES NORTHWEST OF THE WEST SIDE OF THE JAMESTOWN BRIDGE
 LW0371'AND ON THE PROPERTY OF CAPTAIN JOSEPH HOLDEN.
 LW0371'
 LW0371'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1
 LW0371'AND STATE HIGHWAY 102 IN THE WEST EDGE OF WICKFORD, GO
 LW0371'SOUTHERLY ON U.S. HIGHWAY 1 FOR 1.9 MILES TO THE JUNCTION OF STATE
 LW0371'HIGHWAY 4.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE
 LW0371'AHEAD FOR ABOUT 300 FEET TO THE MARK ON THE LEFT.) TURN RIGHT
 LW0371'AND GO NORTHERLY ON STATE HIGHWAY 4 FOR 0.2 MILE TO THE
 LW0371'STATION ON THE RIGHT AS DESCRIBED.
 LW0371'
 LW0371'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 LW0371'
 LW0371'STATION MARK, STAMPED HOLDEN 1968 IS SET 1 INCH ABOVE THE
 LW0371'GROUND SURFACE.  IT IS 17.5 FEET NORTHEAST OF A CEMENT FENCE
 LW0371'POST, 16.5 FEET NORTHWEST OF A 10-INCH OAK TREE, 14 FEET SOUTH OF
 LW0371'AN 8-INCH OAK TREE AND 12 FEET EAST OF A WIRE FENCE.
 LW0371'
 LW0371'RM 1, STAMPED HOLDEN NO 1 1968 PROJECTS 4 INCHES.  IT IS
 LW0371'67 FEET EAST OF THE WIRE FENCE, 2.4 FEET SOUTHEAST OF A 6-INCH
 LW0371'OAK TREE AND 1.7 FEET WEST OF A METAL WITNESS POST.
 LW0371'
 LW0371'RM 2, STAMPED HOLDEN NO 2 1968 PROJECTS 10 INCHES.  IT IS
 LW0371'10 FEET SOUTH OF A TWIN TRUNK OAK TREE AND 2.5 FEET EAST OF THE
 LW0371'WIRE FENCE.
 LW0371'
 LW0371'AZ MK, STAMPED HOLDEN 1968 PROJECTS 1 INCH.  IT IS 41 FEET WEST
 LW0371'OF THE CENTER OF U.S. HIGHWAY 1, 2 FEET NORTH OF A METAL WITNESS
 LW0371'POST AND 1 FOOT WEST OF A METAL POLE.
 LW0371'
 LW0371'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW0371
 LW0371                          STATION RECOVERY (1969)
 LW0371
 LW0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0371'2.1 MI S FROM WICKFORD.
 LW0371'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 LW0371'OF STATE HIGHWAY 102 AT WICKFORD, THENCE 0.2 MILE NORTHWEST ALONG
 LW0371'STATE HIGHWAY 4, 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 4 FROM
 LW0371'THE INTERSECTION OF WEST ALLENTOWN ROAD, ON THE TOP OF A HIGH
 LW0371'CUT BANK, 136 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST
 LW0371'BOUND LANE OF STATE HIGHWAY 4, 13 FEET NORTHEAST OF THE HIGHWAY
 LW0371'RIGHT-OF-WAY FENCE LINE, 23 FEET EAST OF A LARGE CONCRETE FENCE
 LW0371'POST IN FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW0371'1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW0371
 LW0371                          STATION RECOVERY (2000)
 LW0371
 LW0371'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0372 ***********************************************************************
 LW0372  DESIGNATION -  HOLDEN AZ MK
 LW0372  PID         -  LW0372
 LW0372  STATE/COUNTY-  RI/WASHINGTON
 LW0372  USGS QUAD   -  WICKFORD (1995)
 LW0372
 LW0372                         *CURRENT SURVEY CONTROL
 LW0372  ___________________________________________________________________
 LW0372* NAD 83(1986)-  41 32 19.     (N)    071 28 07.     (W)     SCALED    
 LW0372* NAVD 88     -        17.435  (meters)      57.20   (feet)  ADJUSTED  
 LW0372  ___________________________________________________________________
 LW0372  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW0372  DYNAMIC HT  -          17.429 (meters)      57.18  (feet)  COMP
 LW0372  MODELED GRAV-     980,285.7   (mgal)                       NAVD 88
 LW0372
 LW0372  VERT ORDER  -  SECOND    CLASS 0
 LW0372
 LW0372.The horizontal coordinates were scaled from a topographic map and have
 LW0372.an estimated accuracy of +/- 6 seconds.
 LW0372
 LW0372.The orthometric height was determined by differential leveling
 LW0372.and adjusted by the National Geodetic Survey in June 1991..
 LW0372
 LW0372.The geoid height was determined by GEOID03.
 LW0372
 LW0372.The dynamic height is computed by dividing the NAVD 88
 LW0372.geopotential number by the normal gravity value computed on the
 LW0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0372.degrees latitude (g = 980.6199 gals.).
 LW0372
 LW0372.The modeled gravity was interpolated from observed gravity values.
 LW0372
 LW0372;                    North         East    Units  Estimated Accuracy
 LW0372;SPC RI       -    50,560.      102,620.      MT  (+/- 180 meters Scaled)
 LW0372
 LW0372                          SUPERSEDED SURVEY CONTROL
 LW0372
 LW0372  NGVD 29 (??/??/92)   17.710  (m)           58.10   (f) ADJ UNCH    2 0
 LW0372
 LW0372.Superseded values are not recommended for survey control.
 LW0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0372.See file dsdata.txt to determine how the superseded data were derived.
 LW0372
 LW0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG940014(NAD 83)
 LW0372_MARKER: DZ = AZIMUTH MARK DISK
 LW0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0372_STAMPING: HOLDEN 1968
 LW0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0372+STABILITY: SURFACE MOTION
 LW0372
 LW0372  HISTORY     - Date     Condition        Report By
 LW0372  HISTORY     - 1968     MONUMENTED       CGS
 LW0372  HISTORY     - 1969     GOOD             NGS
 LW0372  HISTORY     - 20000223 MARK NOT FOUND   USPSQD
 LW0372
 LW0372                          STATION DESCRIPTION
 LW0372
 LW0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0372'2 MI S FROM WICKFORD.
 LW0372'ABOUT 1.95 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 LW0372'OF STATE HIGHWAY 102 AT WICKFORD, ABOUT 0.75 MILE NORTH OF THE
 LW0372'OVERPASS OVER STATE HIGHWAY 138 LEADING EAST, ABOUT 0.05 MILE
 LW0372'SOUTH OF THE JUNCTION OF STATE HIGHWAY 4, IN THE MEDIAN BETWEEN
 LW0372'THE LANES OF U.S. HIGHWAY 1, 150 FEET SOUTHWEST OF THE EXTENDED
 LW0372'CENTER LINE OF THE SOUTHEAST BOUND LANE OF STATE HIGHWAY 4, 11.6
 LW0372'FEET SOUTHEAST OF THE SOUTHEAST CURB OF U.S. HIGHWAY 1, 5 FEET
 LW0372'WEST OF THE WEST CURB OF U.S. HIGHWAY 1, 1 FOOT WEST OF A METAL
 LW0372'PIPE WITH A ONE WAY SIGN ATTACHED, 2 FEET NORTHWEST OF A METAL
 LW0372'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 LW0372'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0372
 LW0372                          STATION RECOVERY (2000)
 LW0372
 LW0372'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0370 ***********************************************************************
 LW0370  DESIGNATION -  HOLDEN RM 1
 LW0370  PID         -  LW0370
 LW0370  STATE/COUNTY-  RI/WASHINGTON
 LW0370  USGS QUAD   -  WICKFORD (1995)
 LW0370
 LW0370                         *CURRENT SURVEY CONTROL
 LW0370  ___________________________________________________________________
 LW0370* NAD 83(1986)-  41 32 32.     (N)    071 28 16.     (W)     SCALED    
 LW0370* NAVD 88     -        31.209  (meters)     102.39   (feet)  ADJUSTED  
 LW0370  ___________________________________________________________________
 LW0370  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW0370  DYNAMIC HT  -          31.199 (meters)     102.36  (feet)  COMP
 LW0370  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 LW0370
 LW0370  VERT ORDER  -  SECOND    CLASS 0
 LW0370
 LW0370.The horizontal coordinates were scaled from a topographic map and have
 LW0370.an estimated accuracy of +/- 6 seconds.
 LW0370
 LW0370.The orthometric height was determined by differential leveling
 LW0370.and adjusted by the National Geodetic Survey in June 1991..
 LW0370
 LW0370.The geoid height was determined by GEOID03.
 LW0370
 LW0370.The dynamic height is computed by dividing the NAVD 88
 LW0370.geopotential number by the normal gravity value computed on the
 LW0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0370.degrees latitude (g = 980.6199 gals.).
 LW0370
 LW0370.The modeled gravity was interpolated from observed gravity values.
 LW0370
 LW0370;                    North         East    Units  Estimated Accuracy
 LW0370;SPC RI       -    50,960.      102,410.      MT  (+/- 180 meters Scaled)
 LW0370
 LW0370                          SUPERSEDED SURVEY CONTROL
 LW0370
 LW0370  NGVD 29 (??/??/92)   31.484  (m)          103.29   (f) ADJ UNCH    2 0
 LW0370
 LW0370.Superseded values are not recommended for survey control.
 LW0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0370.See file dsdata.txt to determine how the superseded data were derived.
 LW0370
 LW0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG938019(NAD 83)
 LW0370_MARKER: DR = REFERENCE MARK DISK
 LW0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0370_STAMPING: HOLDEN NO 1 1968
 LW0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0370+STABILITY: SURFACE MOTION
 LW0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0370+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 LW0370
 LW0370  HISTORY     - Date     Condition        Report By
 LW0370  HISTORY     - 1968     MONUMENTED       CGS
 LW0370  HISTORY     - 1969     GOOD             NGS
 LW0370  HISTORY     - 20000223 GOOD             USPSQD
 LW0370
 LW0370                          STATION DESCRIPTION
 LW0370
 LW0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0370'2.1 MI S FROM WICKFORD.
 LW0370'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0370'STATE HIGHWAY 102 AT WICKFORD, THENCE 0.2 MILE NORTHWEST ALONG
 LW0370'STATE HIGHWAY 4, 55.3 FEET NORTHEAST OF THE STATION MARK
 LW0370'DESCRIBED, 191 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST
 LW0370'BOUND LANE OF THE HIGHWAY, 67 FEET NORTHEAST OF THE RIGHT-OF-WAY
 LW0370'FENCE LINE, 2 1/2 FEET SOUTHEAST OF A 6 INCH OAK TREE, 1.7 FEET
 LW0370'WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 LW0370'POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0370
 LW0370                          STATION RECOVERY (2000)
 LW0370
 LW0370'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0369 ***********************************************************************
 LW0369  DESIGNATION -  HOLDEN RM 2
 LW0369  PID         -  LW0369
 LW0369  STATE/COUNTY-  RI/WASHINGTON
 LW0369  USGS QUAD   -  WICKFORD (1995)
 LW0369
 LW0369                         *CURRENT SURVEY CONTROL
 LW0369  ___________________________________________________________________
 LW0369* NAD 83(1986)-  41 32 32.     (N)    071 28 16.     (W)     SCALED    
 LW0369* NAVD 88     -        28.854  (meters)      94.67   (feet)  ADJUSTED  
 LW0369  ___________________________________________________________________
 LW0369  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW0369  DYNAMIC HT  -          28.844 (meters)      94.63  (feet)  COMP
 LW0369  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 LW0369
 LW0369  VERT ORDER  -  SECOND    CLASS 0
 LW0369
 LW0369.The horizontal coordinates were scaled from a topographic map and have
 LW0369.an estimated accuracy of +/- 6 seconds.
 LW0369
 LW0369.The orthometric height was determined by differential leveling
 LW0369.and adjusted by the National Geodetic Survey in June 1991..
 LW0369
 LW0369.The geoid height was determined by GEOID03.
 LW0369
 LW0369.The dynamic height is computed by dividing the NAVD 88
 LW0369.geopotential number by the normal gravity value computed on the
 LW0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0369.degrees latitude (g = 980.6199 gals.).
 LW0369
 LW0369.The modeled gravity was interpolated from observed gravity values.
 LW0369
 LW0369;                    North         East    Units  Estimated Accuracy
 LW0369;SPC RI       -    50,960.      102,410.      MT  (+/- 180 meters Scaled)
 LW0369
 LW0369                          SUPERSEDED SURVEY CONTROL
 LW0369
 LW0369  NGVD 29 (??/??/92)   29.129  (m)           95.57   (f) ADJ UNCH    2 0
 LW0369
 LW0369.Superseded values are not recommended for survey control.
 LW0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0369.See file dsdata.txt to determine how the superseded data were derived.
 LW0369
 LW0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG938019(NAD 83)
 LW0369_MARKER: DR = REFERENCE MARK DISK
 LW0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0369_STAMPING: HOLDEN NO 2 1968
 LW0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0369+STABILITY: SURFACE MOTION
 LW0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0369+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 LW0369
 LW0369  HISTORY     - Date     Condition        Report By
 LW0369  HISTORY     - 1968     MONUMENTED       CGS
 LW0369  HISTORY     - 1969     GOOD             NGS
 LW0369  HISTORY     - 1988     GOOD             USPSQD
 LW0369  HISTORY     - 20000223 GOOD             USPSQD
 LW0369
 LW0369                          STATION DESCRIPTION
 LW0369
 LW0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0369'2.1 MI S FROM WICKFORD.
 LW0369'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 LW0369'OF STATE HIGHWAY 102 AT WICKFORD, THENCE 0.2 MILE NORTHWEST ALONG
 LW0369'STATE HIGHWAY 4, 73.6 FEET WEST OF THE STATION MARK DESCRIBED,
 LW0369'126 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST BOUND LANE
 LW0369'OF THE HIGHWAY, 10 FEET SOUTH OF A 10 INCH OAK TREE, 2 1/2
 LW0369'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, SET IN THE TOP
 LW0369'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE THE LEVEL OF THE
 LW0369'GROUND.
 LW0369
 LW0369                          STATION RECOVERY (1988)
 LW0369
 LW0369'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0369'RECOVERED IN GOOD CONDITION.
 LW0369
 LW0369                          STATION RECOVERY (2000)
 LW0369
 LW0369'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1137 ***********************************************************************
 LW1137  DESIGNATION -  HOPE
 LW1137  PID         -  LW1137
 LW1137  STATE/COUNTY-  RI/WASHINGTON
 LW1137  USGS QUAD   -  HOPE VALLEY (1975)
 LW1137
 LW1137                         *CURRENT SURVEY CONTROL
 LW1137  ___________________________________________________________________
 LW1137* NAD 83(1996)-  41 30 40.59864(N)    071 41 29.26289(W)     ADJUSTED  
 LW1137* NAVD 88     -        48.510  (meters)     159.15   (feet)  ADJUSTED  
 LW1137  ___________________________________________________________________
 LW1137  X           -   1,502,553.393 (meters)                     COMP
 LW1137  Y           -  -4,541,031.702 (meters)                     COMP
 LW1137  Z           -   4,205,122.320 (meters)                     COMP
 LW1137  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 LW1137  ELLIP HEIGHT-          18.21  (meters)          (06/13/02) GPS OBS
 LW1137  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW1137  DYNAMIC HT  -          48.493 (meters)     159.10  (feet)  COMP
 LW1137  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LW1137
 LW1137  HORZ ORDER  -  FIRST
 LW1137  VERT ORDER  -  SECOND    CLASS 0
 LW1137  ELLP ORDER  -  FOURTH    CLASS II
 LW1137
 LW1137.The horizontal coordinates were established by classical geodetic methods
 LW1137.and adjusted by the National Geodetic Survey in August 1998..
 LW1137
 LW1137.The orthometric height was determined by differential leveling
 LW1137.and adjusted by the National Geodetic Survey in June 1991..
 LW1137
 LW1137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW1137
 LW1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1137
 LW1137.The ellipsoidal height was determined by GPS observations
 LW1137.and is referenced to NAD 83.
 LW1137
 LW1137.The geoid height was determined by GEOID03.
 LW1137
 LW1137.The dynamic height is computed by dividing the NAVD 88
 LW1137.geopotential number by the normal gravity value computed on the
 LW1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1137.degrees latitude (g = 980.6199 gals.).
 LW1137
 LW1137.The modeled gravity was interpolated from observed gravity values.
 LW1137
 LW1137;                    North         East     Units Scale Factor Converg.
 LW1137;SPC RI       -    47,544.725    84,016.534   MT  0.99999689   -0 07 36.8
 LW1137;SPC RI       -   155,986.32    275,644.25   sFT  0.99999689   -0 07 36.8
 LW1137;UTM  19      - 4,599,014.013   275,391.923   MT  1.00022088   -1 47 04.4
 LW1137
 LW1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1137!SPC RI       -   0.99999714  x   0.99999689  =   0.99999403
 LW1137!UTM  19      -   0.99999714  x   1.00022088  =   1.00021802
 LW1137
 LW1137|---------------------------------------------------------------------|
 LW1137| PID    Reference Object                     Distance      Geod. Az  |
 LW1137|                                                           dddmmss.s |
 LW1137| LW1889 RI 004                              399.034 METERS 00605     |
 LW1137| LW1136 HOPE RM 1                            12.395 METERS 22558     |
 LW1137| LW1139 HOPE AZ MK                          APPROX. 0.6 KM 3015044.5 |
 LW1137| LW1138 HOPE RM 2                            17.760 METERS 33930     |
 LW1137|---------------------------------------------------------------------|
 LW1137
 LW1137                          SUPERSEDED SURVEY CONTROL
 LW1137
 LW1137  ELLIP H (08/17/98)   18.15   (m)                       GP(       ) 4 1
 LW1137  NAD 83(1992)-  41 30 40.59734(N)    071 41 29.26211(W) AD(       ) 1
 LW1137  ELLIP H (01/17/96)   18.10   (m)                       GP(       ) 4 2
 LW1137  NAD 83(1986)-  41 30 40.59610(N)    071 41 29.26141(W) AD(       ) 1
 LW1137  NAD 27      -  41 30 40.23718(N)    071 41 31.02319(W) AD(       ) 1
 LW1137  NGVD 29 (??/??/92)   48.779  (m)          160.04   (f) ADJ UNCH    2 0
 LW1137
 LW1137.Superseded values are not recommended for survey control.
 LW1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1137.See file dsdata.txt to determine how the superseded data were derived.
 LW1137
 LW1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7539299014(NAD 83)
 LW1137_MARKER: DS = TRIANGULATION STATION DISK
 LW1137_SETTING: 66 = SET IN ROCK OUTCROP
 LW1137_SP_SET: ROCK CUT
 LW1137_STAMPING: HOPE 1969
 LW1137_MARK LOGO: CGS   
 LW1137_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1137+STABILITY: POSITION/ELEVATION WELL
 LW1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1137+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW1137
 LW1137  HISTORY     - Date     Condition        Report By
 LW1137  HISTORY     - 1969     MONUMENTED       CGS
 LW1137  HISTORY     - 1969     GOOD             CGS
 LW1137  HISTORY     - 1984     GOOD             RIGS
 LW1137  HISTORY     - 1984     GOOD             RIGS
 LW1137  HISTORY     - 19871111 GOOD             TOTTEN
 LW1137  HISTORY     - 1988     GOOD             USPSQD
 LW1137  HISTORY     - 19901121 GOOD             USPSQD
 LW1137  HISTORY     - 20010712 GOOD             USPSQD
 LW1137  HISTORY     - 20040419 GOOD             USPSQD
 LW1137  HISTORY     - 20060703 GOOD             USPSQD
 LW1137
 LW1137                          STATION DESCRIPTION
 LW1137
 LW1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW1137'STATION IS LOCATED ABOUT 11-3/4 MILES NORTHEAST OF WESTERLY,
 LW1137'9-1/2 MILES WEST-NORTHWEST OF KINGSTON, 3/4 MILE EAST OF HOPE
 LW1137'VALLEY, 1/2 MILE SOUTHEAST OF WYOMING AND IN THE SOUTHEAST
 LW1137'CORNER OF CLOVERLEAF AT THE JUNCTION OF INTERSTATE HIGHWAY 95
 LW1137'AND STATE HIGHWAY 138.
 LW1137'
 LW1137'ALL MARKS ARE STANDARD DISKS.
 LW1137'
 LW1137'STATION MARK, STAMPED HOPE 1969, IS SET IN A DRILL HOLE IN
 LW1137'BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET
 LW1137'SOUTHEAST OF THE MEDIAN BETWEEN THE EXIT AND ENTRANCE LANE, 49
 LW1137'FEET NORTHWEST OF A BOULDER WHICH PROJECTS ABOUT 3 FEET AND IS
 LW1137'5 BY 6 FOOT IN SIZE, 34 FEET NORTHWEST OF A 4-INCH TRIANGLE
 LW1137'BLAZED OAK TREE, 33 FEET SOUTHEAST OF A ROCK EMBANKMENT, 20.5
 LW1137'FEET WEST-NORTHWEST OF THE TREE LINE AND 20.5 FEET NORTHWEST
 LW1137'OF A METAL WITNESS POST.
 LW1137'
 LW1137'RM 1, STAMPD HOPE NO 1 1969, IS SET IN A DRILL HOLE IN BEDROCK
 LW1137'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 4O.5 FEET SOUTHWEST
 LW1137'OF THE METAL WITNESS POST, 30 FEET WEST-NORTHWEST OF THE TREE
 LW1137'LINE AND 21 FEET SOUTHWEST OF THE ROCK EMBANKMENT.
 LW1137'
 LW1137'RM 2, STAMPED HOPE NO 2 1969, IS SET IN A DRILL HOLE IN BEDROCK
 LW1137'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 48.2
 LW1137'FEET NORTHWEST OF THE METAL WITNESS POST, 42 FEET WEST-NORTHWEST
 LW1137'OF THE TREE LINE AND 6 FEET SOUTHEAST OF THE ROCK EMBANKMENT.
 LW1137'
 LW1137'AZ MK, STAMPED HOPE 1969, IS SET IN A DRILL HOLE IN THE CONCRETE
 LW1137'FOUNDATION OF THE A AND P GROCERY COMPANY SIGN.  IT IS 34.5 FEET
 LW1137'NORTHEAST OF CENTER OF STATE HIGHWAY 138, 67 FEET NORTHWEST OF THE
 LW1137'SOUTHEAST ENTRANCE TO PARKING AREA AND 86 FEET SOUTHEAST OF THE
 LW1137'NORTHWEST ENTRANCE TO PARKING AREA.
 LW1137'
 LW1137'TO REACH AZ MK FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1137'HIGHWAY 138, GO NORTHWEST ON STATE HIGHWAY 138 FOR 0.3 MILE TO
 LW1137'MARK ON RIGHT AS DESCRIBED.
 LW1137'
 LW1137'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW1137
 LW1137                          STATION RECOVERY (1969)
 LW1137
 LW1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LW1137'1.2 MI NE FROM HOPE VALLEY.
 LW1137'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE FIRST
 LW1137'BAPTIST CHURCH AT HOPE VALLEY, ABOUT 200 YARDS SOUTH OF THE
 LW1137'INTERSTATE HIGHWAY 95 OVERPASS OVER STATE HIGHWAY 138, ABOUT 145
 LW1137'YARDS SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 138, ALONG
 LW1137'THE SOUTHEAST SIDE OF THE EXIT DRIVE FROM I 95 TO THE STATE
 LW1137'HIGHWAY LEADING EAST, SET ON THE TOP OF THE HIGHEST POINT OF A
 LW1137'ROCK CUT WHICH IS ALONG THE SOUTHEAST SIDE OF THE EXIT DRIVE,
 LW1137'(CUT IS ABOUT 105 YARDS LONG AND 20 FEET HIGH), 31 FEET SOUTHEAST
 LW1137'OF THE NORTHWEST FACE OF THE CUT, 20.4 FEET NORTHWEST OF A METAL
 LW1137'WITNESS POST, AND ABOUT 24 FEET ABOVE THE LEVEL OF THE EXIT
 LW1137'DRIVE.
 LW1137
 LW1137                          STATION RECOVERY (1984)
 LW1137
 LW1137'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1137'THE STATION WAS RECOVERED AT THIS DATE.
 LW1137'A NEW DESCRIPTION FOLLOWS.
 LW1137'
 LW1137'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTH OF WOOD RIVER
 LW1137'JUNCTION, 1.2 KM (0.75 MI) EAST OF HOPE VALLEY, 1.1 KM (0.7 MI)
 LW1137'SOUTHEAST OF WYOMING, AND NEAR THE SOUTHEAST CORNER OF THE CLOVERLEAF
 LW1137'AT THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 138
 LW1137'(EXIT 3).
 LW1137'
 LW1137'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1137'HIGHWAY 138, ABOUT 1.0 KM (0.6 MI) EAST-SOUTHEAST OF WYOMING, GO
 LW1137'EASTERLY ON STATE HIGHWAY 138 FOR 0.2 KM (0.1 MI) TO THE SOUTHWEST
 LW1137'CORNER OF THE COMMUTER PARKING LOT, AND THE STATION WHICH IS ABOUT
 LW1137'250 FEET TO THE SOUTHWEST.
 LW1137'
 LW1137'THE STATION IS A STANDARD NGS DISK
 LW1137'STAMPED---HOPE 1969---,
 LW1137'SET INTO A DRILL HOLE IN A 7 FOOT BY 25 FOOT EXPOSED AREA OF
 LW1137'BEDROCK.
 LW1137'LOCATED
 LW1137'16.8 METERS (55.0 FT) NORTHEAST FROM THE EXTREME SOUTHEASTERLY EDGE
 LW1137'OF THE EXPOSED OUTCROP AREA,
 LW1137'10.05 METERS (33.0 FT) EAST-SOUTHEAST FROM THE EDGE OF THE LEDGE,
 LW1137'6.4 METERS (21.0 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 LW1137'
 LW1137'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LW1137'STAMPED---HOPE NO 1 1969---,
 LW1137'SET INTO A DRILL HOLE IN A LARGE AREA OF EXPOSED BEDROCK.
 LW1137'LOCATED
 LW1137'13.2 METERS (43.5 FT) WEST FROM A METAL WITNESS POST,
 LW1137'8.8 METERS (29.0 FT) SOUTHEAST FROM THE EDGE OF THE LARGE LEDGE
 LW1137'OUTCROP NEAREST THE I-95 NORTH AND RI HIGHWAY 138 EAST ENTRANCE RAMP,
 LW1137'6.5 METERS (21.2 FT) NORTH FROM THE EXTREME SOUTHEASTERLY EDGE OF
 LW1137'THE EXPOSED OUTCROP AREA.
 LW1137'MARK IS 1.3 METERS BELOW THE STATION.
 LW1137'
 LW1137'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LW1137'STAMPED---HOPE NO 2 1969---,
 LW1137'SET INTO A DRILL HOLE IN A LARGE AREA OF EXPOSED BEDROCK.
 LW1137'LOCATED
 LW1137'14.9 METERS (49.0 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST,
 LW1137'2.1 METERS (7.0 FT) SOUTHEAST FROM THE EDGE OF THE LARGE LEDGE
 LW1137'OUTCROP NEAR THE I-95 NORTH, RI HIGHWAY 138 EAST ENTRANCE RAMP.
 LW1137'MARK IS 0.6 METERS BELOW THE STATION.
 LW1137'
 LW1137'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 LW1137'STAMPED---HOPE 1969---,
 LW1137'SET INTO A DRILL HOLE IN THE CONCRETE FOUNDATION FOR THE A AND P
 LW1137'GROCERY STORE SIGN.
 LW1137'LOCATED
 LW1137'27.1 METERS (89.0 FT) EAST-SOUTHEAST FROM THE SOUTHWEST ENTRANCE TO
 LW1137'THE A AND P PARKING LOT,
 LW1137'20.7 METERS (68.0 FT) WEST-NORTHWEST FROM THE SOUTHEAST ENTRANCE TO
 LW1137'THE A AND P PARKING LOT,
 LW1137'10.8 METERS (35.6 FT) NORTH-NORTHEAST FROM CENTERLINE STATION 326 +
 LW1137'48 OF STATE HIGHWAY 138.
 LW1137'TO REACH THE AZIMUTH FROM THE STATION,
 LW1137'GO NORTHWEST FOR 0.7 KM (0.5 MI) ON HIGHWAY 138 TO THE MARK ON THE
 LW1137'RIGHT.
 LW1137
 LW1137                          STATION RECOVERY (1984)
 LW1137
 LW1137'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1137'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  TO REACH THE
 LW1137'STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE HIGHWAY 138,
 LW1137'ABOUT 1.0 KM (0.6 MI) EAST-SOUTHEAST OF WYOMING, GO EASTERLY ON STATE
 LW1137'HIGHWAY 138 FOR 0.2 KM (0.1 MI) TO THE SOUTHWEST CORNER OF THE
 LW1137'COMMUTER PARKING LOT, AND THE STATION WHICH IS ABOUT 250 FEET TO THE
 LW1137'SOUTHWEST.  THE STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE
 LW1137'IN A 7 FOOT BY 25 FOOT EXPOSED AREA OF BEDROCK.  LOCATED 16.8 METERS
 LW1137'(55.0 FT) NORTHEAST FROM THE EXTREME SOUTHEASTERLY EDGE OF THE
 LW1137'EXPOSED OUTCROP AREA, 10.05 METERS (33.0 FT) EAST-SOUTHEAST FROM THE
 LW1137'EDGE OF THE LEDGE, 6.4 METERS (21.0 FT) NORTH-NORTHWEST FROM A METAL
 LW1137'WITNESS POST.
 LW1137
 LW1137                          STATION RECOVERY (1987)
 LW1137
 LW1137'RECOVERY NOTE BY CARL TOTTEN ASSOCIATES 1987
 LW1137'RECOVERED IN GOOD CONDITION.
 LW1137
 LW1137                          STATION RECOVERY (1988)
 LW1137
 LW1137'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1137'RECOVERED IN GOOD CONDITION.
 LW1137
 LW1137                          STATION RECOVERY (1990)
 LW1137
 LW1137'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1137'RECOVERED IN GOOD CONDITION.
 LW1137
 LW1137                          STATION RECOVERY (2001)
 LW1137
 LW1137'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1137'RECOVERED IN GOOD CONDITION.
 LW1137
 LW1137                          STATION RECOVERY (2004)
 LW1137
 LW1137'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1137'RECOVERED IN GOOD CONDITION.
 LW1137
 LW1137                          STATION RECOVERY (2006)
 LW1137
 LW1137'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1139 ***********************************************************************
 LW1139  DESIGNATION -  HOPE AZ MK
 LW1139  PID         -  LW1139
 LW1139  STATE/COUNTY-  RI/WASHINGTON
 LW1139  USGS QUAD   -  HOPE VALLEY (1975)
 LW1139
 LW1139                         *CURRENT SURVEY CONTROL
 LW1139  ___________________________________________________________________
 LW1139* NAD 83(1996)-  41 30 50.41194(N)    071 41 50.28399(W)     ADJUSTED  
 LW1139* NAVD 88     -        38.731  (meters)     127.07   (feet)  ADJUSTED  
 LW1139  ___________________________________________________________________
 LW1139  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 LW1139  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW1139  DYNAMIC HT  -          38.718 (meters)     127.03  (feet)  COMP
 LW1139  MODELED GRAV-     980,268.9   (mgal)                       NAVD 88
 LW1139
 LW1139  HORZ ORDER  -  SECOND
 LW1139  VERT ORDER  -  SECOND    CLASS 0
 LW1139
 LW1139.The horizontal coordinates were established by classical geodetic methods
 LW1139.and adjusted by the National Geodetic Survey in August 1998..
 LW1139.No horizontal observational check was made to the station.
 LW1139
 LW1139.The orthometric height was determined by differential leveling
 LW1139.and adjusted by the National Geodetic Survey in June 1991..
 LW1139
 LW1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1139
 LW1139.The geoid height was determined by GEOID03.
 LW1139
 LW1139.The dynamic height is computed by dividing the NAVD 88
 LW1139.geopotential number by the normal gravity value computed on the
 LW1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1139.degrees latitude (g = 980.6199 gals.).
 LW1139
 LW1139.The modeled gravity was interpolated from observed gravity values.
 LW1139
 LW1139;                    North         East     Units Scale Factor Converg.
 LW1139;SPC RI       -    47,848.570    83,529.762   MT  0.99999709   -0 07 50.8
 LW1139;SPC RI       -   156,983.18    274,047.23   sFT  0.99999709   -0 07 50.8
 LW1139;UTM  19      - 4,599,331.885   274,914.037   MT  1.00022353   -1 47 18.7
 LW1139
 LW1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1139!SPC RI       -   0.99999869  x   0.99999709  =   0.99999578
 LW1139!UTM  19      -   0.99999869  x   1.00022353  =   1.00022221
 LW1139
 LW1139                          SUPERSEDED SURVEY CONTROL
 LW1139
 LW1139  NAD 83(1992)-  41 30 50.41065(N)    071 41 50.28321(W) AD(       ) 2
 LW1139  NAD 83(1986)-  41 30 50.40940(N)    071 41 50.28252(W) AD(       ) 2
 LW1139  NGVD 29 (??/??/92)   39.000  (m)          127.95   (f) ADJ UNCH    2 0
 LW1139
 LW1139.Superseded values are not recommended for survey control.
 LW1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1139.See file dsdata.txt to determine how the superseded data were derived.
 LW1139
 LW1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7491499332(NAD 83)
 LW1139_MARKER: DZ = AZIMUTH MARK DISK
 LW1139_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW1139+WITH SETTING: PAVEMENT
 LW1139_SP_SET: SIGN BASE
 LW1139_STAMPING: HOPE 1969
 LW1139_MARK LOGO: CGS   
 LW1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1139+STABILITY: SURFACE MOTION
 LW1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1139+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW1139
 LW1139  HISTORY     - Date     Condition        Report By
 LW1139  HISTORY     - 1969     MONUMENTED       CGS
 LW1139  HISTORY     - 1984     GOOD             RIGS
 LW1139  HISTORY     - 1988     GOOD             USPSQD
 LW1139  HISTORY     - 1988     GOOD             USPSQD
 LW1139  HISTORY     - 1988     GOOD             USPSQD
 LW1139  HISTORY     - 19901121 GOOD             USPSQD
 LW1139  HISTORY     - 20010807 GOOD             USPSQD
 LW1139  HISTORY     - 20040419 GOOD             USPSQD
 LW1139  HISTORY     - 20060703 GOOD             USPSQD
 LW1139
 LW1139                          STATION DESCRIPTION
 LW1139
 LW1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1139'0.8 MI NE FROM HOPE VALLEY.
 LW1139'ABOUT 0.85 MILE NORTHEAST ALONG STATE HIGHWAY 138 FROM THE FIRST
 LW1139'BAPTIST CHURCH AT HOPE VALLEY, AT WYOMING, ALONG THE SOUTHWEST
 LW1139'SIDE OF THE BLACK TOPPED PARKING AREA FOR A LARGE A AND P MARKET
 LW1139'AND THE WYOMING, R. I. POST OFFICE BLDG, SET ON THE TOP OF AND
 LW1139'NEAR THE CENTER OF A 7 1/2-FOOT BY 11-FOOT CONCRETE BASE WHICH
 LW1139'PROJECTS 2 FEET ABOVE THE LEVEL OF THE GROUND AND SUPPORTS A
 LW1139'LARGE A AND P SIGN, 34 FEET NORTHEAST OF THE CENTER LINE OF THE
 LW1139'HIGHWAY AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1139
 LW1139                          STATION RECOVERY (1984)
 LW1139
 LW1139'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1139'RECOVERED IN GOOD CONDITION.
 LW1139
 LW1139                          STATION RECOVERY (1988)
 LW1139
 LW1139'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1139'RECOVERED IN GOOD CONDITION.
 LW1139
 LW1139                          STATION RECOVERY (1988)
 LW1139
 LW1139'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1139'RECOVERED IN GOOD CONDITION.
 LW1139
 LW1139                          STATION RECOVERY (1988)
 LW1139
 LW1139'RECOVERY NOTE BY US POWER SQUADRON 1988 (CGS)
 LW1139'RECOVERED IN GOOD CONDITION.
 LW1139
 LW1139                          STATION RECOVERY (1990)
 LW1139
 LW1139'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1139'RECOVERED IN GOOD CONDITION.
 LW1139
 LW1139                          STATION RECOVERY (2001)
 LW1139
 LW1139'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1139'RECOVERED IN GOOD CONDITION.
 LW1139
 LW1139                          STATION RECOVERY (2004)
 LW1139
 LW1139'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1139'RECOVERED IN GOOD CONDITION.
 LW1139
 LW1139                          STATION RECOVERY (2006)
 LW1139
 LW1139'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2404 ***********************************************************************
 LW2404  DESIGNATION -  HOPE ISLAND 1843
 LW2404  PID         -  LW2404
 LW2404  STATE/COUNTY-  RI/NEWPORT
 LW2404  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2404
 LW2404                         *CURRENT SURVEY CONTROL
 LW2404  ___________________________________________________________________
 LW2404* NAD 83(1996)-  41 36 10.13239(N)    071 21 57.91730(W)     ADJUSTED  
 LW2404* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 LW2404  ___________________________________________________________________
 LW2404  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW2404  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LW2404
 LW2404  HORZ ORDER  -  SECOND
 LW2404
 LW2404.The horizontal coordinates were established by classical geodetic methods
 LW2404.and adjusted by the National Geodetic Survey in August 1998..
 LW2404
 LW2404.The orthometric height was scaled from a topographic map.
 LW2404
 LW2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2404
 LW2404.The geoid height was determined by GEOID03.
 LW2404
 LW2404;                    North         East     Units Scale Factor Converg.
 LW2404;SPC RI       -    57,702.169   111,163.356   MT  0.99999528   +0 05 20.1
 LW2404;SPC RI       -   189,311.20    364,708.44   sFT  0.99999528   +0 05 20.1
 LW2404;UTM  19      - 4,608,382.694   302,825.652   MT  1.00007845   -1 34 17.4
 LW2404
 LW2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2404!SPC RI       -   1.00000191  x   0.99999528  =   0.99999719
 LW2404!UTM  19      -   1.00000191  x   1.00007845  =   1.00008036
 LW2404
 LW2404:                Primary Azimuth Mark                     Grid Az
 LW2404:SPC RI       -  GOULD ISLAND TANK                        166 43 57.3
 LW2404:UTM  19      -  GOULD ISLAND TANK                        168 23 34.8
 LW2404
 LW2404|---------------------------------------------------------------------|
 LW2404| PID    Reference Object                     Distance      Geod. Az  |
 LW2404|                                                           dddmmss.s |
 LW2404| LW2379 GOULD ISLAND TANK                   APPROX. 7.9 KM 1664917.4 |
 LW2404| LW2497 QUONSET NAS AOB BLD 61 CONT TR      APPROX. 4.0 KM 2545353.5 |
 LW2404| LW2527 ALLEN 2                             APPROX. 4.1 KM 2850611.7 |
 LW2404| LW2503 CAMP ENDICOTT ELEVATED TANK         APPROX. 4.6 KM 2871053.6 |
 LW2404|---------------------------------------------------------------------|
 LW2404
 LW2404                          SUPERSEDED SURVEY CONTROL
 LW2404
 LW2404  NAD 83(1996)-  41 36 10.13201(N)    071 21 57.91695(W) AD(       ) 2
 LW2404  NAD 83(1992)-  41 36 10.13078(N)    071 21 57.91646(W) AD(       ) 2
 LW2404  NAD 83(1992)-  41 36 10.13028(N)    071 21 57.91636(W) AD(       ) 2
 LW2404  NAD 83(1986)-  41 36 10.13043(N)    071 21 57.91517(W) AD(       ) 2
 LW2404  NAD 27      -  41 36 09.75400(N)    071 21 59.73400(W) AD(       ) 2
 LW2404
 LW2404.Superseded values are not recommended for survey control.
 LW2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2404.See file dsdata.txt to determine how the superseded data were derived.
 LW2404
 LW2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0282608383(NAD 83)
 LW2404
 LW2404  HISTORY     - Date     Condition        Report By
 LW2404  HISTORY     - 1843     MONUMENTED       COASUR
 LW2404  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2404  HISTORY     - 1943     SEE DESCRIPTION  CGS
 LW2404  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2404
 LW2404                          STATION DESCRIPTION
 LW2404
 LW2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2404'STATION IS ON THE HIGHEST POINT OF THE ISLAND OF THAT NAME IN
 LW2404'NARRAGANSETT BAY ABOUT 1-1/2 MILES W OF PRUDENCE ISLAND AND
 LW2404'THE SAME DISTANCE N OF CONANICUT ISLAND.  THE STATION IS
 LW2404'MARKED BY A STANDARD BRASS DISK CEMENTED IN THE TOP OF A 4-INCH
 LW2404'TILE SET TO PROJECT 2 INCHES ABOVE THE GROUND.  THE FOOT OF
 LW2404'THE DRAIN TILE IS IN THE CENTER OF THE ORIGINAL BURIED CONE
 LW2404'(FRUSTRUM) AND SURROUNDED BY A MIXTURE OF CEMENT AND SAND.  A
 LW2404'STANDARD REFERENCE DISK, SET IN A STONE, IS 9.16 METERS (30.05
 LW2404'FEET) SE BY S FROM THE STATION, AND AN ADDITIONAL REFERENCE
 LW2404'MARK, A HOLE DRILLED IN A ROCK, IS 5.96 METERS (19.55 FEET)
 LW2404'WNW FROM THE STATION.
 LW2404
 LW2404                          STATION RECOVERY (1943)
 LW2404
 LW2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2404'STATION IS ON THE HIGHEST POINT OF HOPE ISLAND IN NARRAGANSETT
 LW2404'BAY ABOUT 1-1/2 MILES W OF PRUDENCE ISLAND AND 1-1/2 MILES N OF
 LW2404'CONANICUT ISLAND.
 LW2404'
 LW2404'THE STATION AT PRESENT HAS A 35-FOOT LOOKOUT TOWER CENTERED
 LW2404'OVER IT.  A 20-FOOT RANGE POLE HAS ALSO BEEN ERECTED 0.52 FEET
 LW2404'W OF THE MARK ON A RANGE EXTENDED FROM BIGHT THROUGH THE MARK.
 LW2404'
 LW2404'THE STATION IS MARKED BY A BRONZE DISK SET IN CONCRETE IN THE
 LW2404'TOP OF A 4-INCH TILE SET TO PROJECT 2 INCHES ABOVE THE
 LW2404'GROUND.  THE FOOT OF THE DRAIN TILE IS IN THE CENTER OF THE
 LW2404'ORIGINAL BURIED CONE (FRUSTRUM), AND IS SURROUNDED BY A MIXTURE
 LW2404'OF CEMENT AND SAND.
 LW2404'
 LW2404'THE STANDARD REFERENCE DISK OF THE PREVIOUS DESCRIPTION IS AT
 LW2404'PRESENT COVERED BY A CONCRETE BAG GUN EMPLACEMENT.  THE DRILL
 LW2404'HOLE WAS MEASURED AND IS 5.96 METERS (19.55 FEET) WNW OF THE
 LW2404'STATION.
 LW2404
 LW2404                          STATION RECOVERY (1956)
 LW2404
 LW2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2404'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 LW2404'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS--
 LW2404'
 LW2404'THE STATION MARK WAS FOUND FLUSH WITH THE GROUND.  THE 35-FT.
 LW2404'LOOKOUT TOWER CENTERED OVER THE MARK AND THE 20 FT. RANGE POLE
 LW2404'ERECTED 0.52 FT. W OF THE MARK HAVE BEEN DESTROYED.  THE STANDARD
 LW2404'REFERENCE-MARK DISK WAS NOT FOUND BUT A BRONZE SHANK WAS FOUND
 LW2404'IN THE LOCALITY.  A DISTANCE WAS MEASURED WITH A STEEL TAPE AND
 LW2404'CHECKED THAT OF THE DESCRIPTION.  THE DRILL HOLE DESCRIBED AS A
 LW2404'REFERENCE MARK COULD NOT BE FOUND.  THERE HAS BEEN A LARGE HOLE
 LW2404'DUG IN THE VICINITY AND IT IS BELIEVED THAT THE REFERENCE MARK
 LW2404'HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1136 ***********************************************************************
 LW1136  DESIGNATION -  HOPE RM 1
 LW1136  PID         -  LW1136
 LW1136  STATE/COUNTY-  RI/WASHINGTON
 LW1136  USGS QUAD   -  HOPE VALLEY (1975)
 LW1136
 LW1136                         *CURRENT SURVEY CONTROL
 LW1136  ___________________________________________________________________
 LW1136* NAD 83(1986)-  41 30 40.     (N)    071 41 29.     (W)     SCALED    
 LW1136* NAVD 88     -        47.191  (meters)     154.83   (feet)  ADJUSTED  
 LW1136  ___________________________________________________________________
 LW1136  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW1136  DYNAMIC HT  -          47.174 (meters)     154.77  (feet)  COMP
 LW1136  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LW1136
 LW1136  VERT ORDER  -  SECOND    CLASS 0
 LW1136
 LW1136.The horizontal coordinates were scaled from a topographic map and have
 LW1136.an estimated accuracy of +/- 6 seconds.
 LW1136
 LW1136.The orthometric height was determined by differential leveling
 LW1136.and adjusted by the National Geodetic Survey in June 1991..
 LW1136
 LW1136.The geoid height was determined by GEOID03.
 LW1136
 LW1136.The dynamic height is computed by dividing the NAVD 88
 LW1136.geopotential number by the normal gravity value computed on the
 LW1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1136.degrees latitude (g = 980.6199 gals.).
 LW1136
 LW1136.The modeled gravity was interpolated from observed gravity values.
 LW1136
 LW1136;                    North         East    Units  Estimated Accuracy
 LW1136;SPC RI       -    47,530.       84,020.      MT  (+/- 180 meters Scaled)
 LW1136
 LW1136                          SUPERSEDED SURVEY CONTROL
 LW1136
 LW1136  NGVD 29 (??/??/92)   47.460  (m)          155.71   (f) ADJ UNCH    2 0
 LW1136
 LW1136.Superseded values are not recommended for survey control.
 LW1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1136.See file dsdata.txt to determine how the superseded data were derived.
 LW1136
 LW1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF753989(NAD 83)
 LW1136_MARKER: DR = REFERENCE MARK DISK
 LW1136_SETTING: 66 = SET IN ROCK OUTCROP
 LW1136_SP_SET: ROCK CUT
 LW1136_STAMPING: HOPE NO 1 1969
 LW1136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1136+STABILITY: POSITION/ELEVATION WELL
 LW1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1136+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW1136
 LW1136  HISTORY     - Date     Condition        Report By
 LW1136  HISTORY     - 1969     MONUMENTED       CGS
 LW1136  HISTORY     - 1988     GOOD             USPSQD
 LW1136  HISTORY     - 19901121 GOOD             USPSQD
 LW1136  HISTORY     - 20020706 GOOD             USPS
 LW1136  HISTORY     - 20040419 GOOD             USPSQD
 LW1136  HISTORY     - 20060630 GOOD             USPSQD
 LW1136
 LW1136                          STATION DESCRIPTION
 LW1136
 LW1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1136'1.2 MI NE FROM HOPE VALLEY.
 LW1136'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE FIRST
 LW1136'BAPTIST CHURCH AT HOPE VALLEY, ABOUT 200 YARDS SOUTH OF THE
 LW1136'INTERSTATE HIGHWAY 95 OVERPASS OVER THE HIGHWAY, SET ON THE TOP
 LW1136'OF THE SOUTHWEST EDGE OF THE SAME ROCK CUT AS THE STATION MARK,
 LW1136'40.9 FEET WEST (SLOPE MEASUREMENT) OF THE STATION MARK DESCRIBED,
 LW1136'28 FEET SOUTHEAST OF THE NORTHWEST FACE OF THE CUT, 43.5 FEET
 LW1136'SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE STATION
 LW1136'MARK AND 20 FEET ABOVE THE LEVEL OF THE EXIT DRIVE.
 LW1136
 LW1136                          STATION RECOVERY (1988)
 LW1136
 LW1136'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1136'RECOVERED IN GOOD CONDITION.
 LW1136
 LW1136                          STATION RECOVERY (1990)
 LW1136
 LW1136'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1136'RECOVERED IN GOOD CONDITION.
 LW1136
 LW1136                          STATION RECOVERY (2002)
 LW1136
 LW1136'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1136'RECOVERED IN GOOD CONDITION.
 LW1136
 LW1136                          STATION RECOVERY (2004)
 LW1136
 LW1136'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1136'RECOVERED IN GOOD CONDITION.
 LW1136
 LW1136                          STATION RECOVERY (2006)
 LW1136
 LW1136'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1138 ***********************************************************************
 LW1138  DESIGNATION -  HOPE RM 2
 LW1138  PID         -  LW1138
 LW1138  STATE/COUNTY-  RI/WASHINGTON
 LW1138  USGS QUAD   -  HOPE VALLEY (1975)
 LW1138
 LW1138                         *CURRENT SURVEY CONTROL
 LW1138  ___________________________________________________________________
 LW1138* NAD 83(1986)-  41 30 40.     (N)    071 41 29.     (W)     SCALED    
 LW1138* NAVD 88     -        47.903  (meters)     157.16   (feet)  ADJUSTED  
 LW1138  ___________________________________________________________________
 LW1138  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW1138  DYNAMIC HT  -          47.886 (meters)     157.11  (feet)  COMP
 LW1138  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LW1138
 LW1138  VERT ORDER  -  SECOND    CLASS 0
 LW1138
 LW1138.The horizontal coordinates were scaled from a topographic map and have
 LW1138.an estimated accuracy of +/- 6 seconds.
 LW1138
 LW1138.The orthometric height was determined by differential leveling
 LW1138.and adjusted by the National Geodetic Survey in June 1991..
 LW1138
 LW1138.The geoid height was determined by GEOID03.
 LW1138
 LW1138.The dynamic height is computed by dividing the NAVD 88
 LW1138.geopotential number by the normal gravity value computed on the
 LW1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1138.degrees latitude (g = 980.6199 gals.).
 LW1138
 LW1138.The modeled gravity was interpolated from observed gravity values.
 LW1138
 LW1138;                    North         East    Units  Estimated Accuracy
 LW1138;SPC RI       -    47,530.       84,020.      MT  (+/- 180 meters Scaled)
 LW1138
 LW1138                          SUPERSEDED SURVEY CONTROL
 LW1138
 LW1138  NGVD 29 (??/??/92)   48.172  (m)          158.04   (f) ADJ UNCH    2 0
 LW1138
 LW1138.Superseded values are not recommended for survey control.
 LW1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1138.See file dsdata.txt to determine how the superseded data were derived.
 LW1138
 LW1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF753989(NAD 83)
 LW1138_MARKER: DR = REFERENCE MARK DISK
 LW1138_SETTING: 66 = SET IN ROCK OUTCROP
 LW1138_SP_SET: ROCK CUT
 LW1138_STAMPING: HOPE NO 2 1969
 LW1138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1138+STABILITY: POSITION/ELEVATION WELL
 LW1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1138+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW1138
 LW1138  HISTORY     - Date     Condition        Report By
 LW1138  HISTORY     - 1969     MONUMENTED       CGS
 LW1138  HISTORY     - 1988     GOOD             USPSQD
 LW1138  HISTORY     - 19901121 GOOD             USPSQD
 LW1138  HISTORY     - 20020706 GOOD             USPS
 LW1138  HISTORY     - 20040419 GOOD             USPSQD
 LW1138  HISTORY     - 20060703 GOOD             USPSQD
 LW1138
 LW1138                          STATION DESCRIPTION
 LW1138
 LW1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1138'1.2 MI NE FROM HOPE VALLEY.
 LW1138'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE FIRST
 LW1138'BAPTIST CHURCH AT HOPE VALLEY, ABOUT 200 YARDS SOUTH OF THE
 LW1138'INTERSTATE HIGHWAY 95 OVERPASS OVER STATE HIGHWAY 138, SET ON
 LW1138'THE TOP OF THE NORTHWEST EDGE OF THE SAME ROCK AS THE STATION
 LW1138'MARK DESCRIBED, 28.6 FEET NORTH OF THE STATION MARK DESCRIBED,
 LW1138'7 FEET SOUTHEAST OF THE NORTHWEST FACE OF THE CUT, 48.2 FEET
 LW1138'NORTHWEST OF A METAL WITNESS POST, AND ABOUT 21 FEET ABOVE THE
 LW1138'LEVEL OF THE EXIT ROAD.
 LW1138
 LW1138                          STATION RECOVERY (1988)
 LW1138
 LW1138'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1138'RECOVERED IN GOOD CONDITION.
 LW1138
 LW1138                          STATION RECOVERY (1990)
 LW1138
 LW1138'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1138'RECOVERED IN GOOD CONDITION.
 LW1138
 LW1138                          STATION RECOVERY (2002)
 LW1138
 LW1138'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1138'RECOVERED IN GOOD CONDITION.
 LW1138
 LW1138                          STATION RECOVERY (2004)
 LW1138
 LW1138'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1138'RECOVERED IN GOOD CONDITION.
 LW1138
 LW1138                          STATION RECOVERY (2006)
 LW1138
 LW1138'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3521 ***********************************************************************
 LW3521  DESIGNATION -  HOPE SCHOOL CUPOLA
 LW3521  PID         -  LW3521
 LW3521  STATE/COUNTY-  RI/PROVIDENCE
 LW3521  USGS QUAD   -  CROMPTON (1995)
 LW3521
 LW3521                         *CURRENT SURVEY CONTROL
 LW3521  ___________________________________________________________________
 LW3521* NAD 83(1996)-  41 44 09.35699(N)    071 33 47.00135(W)     ADJUSTED  
 LW3521* NAVD 88     -                                                        
 LW3521  ___________________________________________________________________
 LW3521  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 LW3521  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW3521
 LW3521  HORZ ORDER  -  THIRD
 LW3521
 LW3521.The horizontal coordinates were established by classical geodetic methods
 LW3521.and adjusted by the National Geodetic Survey in August 1998..
 LW3521
 LW3521
 LW3521.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3521
 LW3521.The geoid height was determined by GEOID03.
 LW3521
 LW3521;                    North         East     Units Scale Factor Converg.
 LW3521;SPC RI       -    72,480.330    94,754.257   MT  0.99999409   -0 02 31.1
 LW3521;SPC RI       -   237,795.88    310,872.92   sFT  0.99999409   -0 02 31.1
 LW3521;UTM  19      - 4,623,632.630   286,850.262   MT  1.00015911   -1 42 24.7
 LW3521
 LW3521                          SUPERSEDED SURVEY CONTROL
 LW3521
 LW3521  NAD 83(1996)-  41 44 09.35638(N)    071 33 47.00099(W) AD(       ) 4
 LW3521  NAD 83(1992)-  41 44 09.35567(N)    071 33 47.00056(W) AD(       ) 4
 LW3521  NAD 83(1992)-  41 44 09.35527(N)    071 33 47.00066(W) AD(       ) 4
 LW3521  NAD 83(1986)-  41 44 09.35510(N)    071 33 47.00069(W) AD(       ) 4
 LW3521  NAD 27      -  41 44 08.99512(N)    071 33 48.77663(W) AD(       ) 3
 LW3521
 LW3521.Superseded values are not recommended for survey control.
 LW3521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3521.See file dsdata.txt to determine how the superseded data were derived.
 LW3521
 LW3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8685023633(NAD 83)
 LW3521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3521+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 LW3521
 LW3521  HISTORY     - Date     Condition        Report By
 LW3521  HISTORY     - 1968     MONUMENTED       CGS
 LW3521  HISTORY     - 19980211 GOOD             USPSQD
 LW3521  HISTORY     - 20050328 GOOD             USPSQD
 LW3521
 LW3521                          STATION DESCRIPTION
 LW3521
 LW3521'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3521'THE STATION, HOPE SCHOOL CUPOLA, IS THE TOP CENTER OF THE CUPOLA
 LW3521'ATOP THE HOPE SCHOOL AND IS ABOUT 70 FEET IN HEIGHT.
 LW3521'
 LW3521'THE STATION IS LOCATED ABOUT 0.15 MILE NORTH OF THE
 LW3521'INTERSECTION OF STATE HIGHWAYS 116 AND 115 IN HOPE.
 LW3521
 LW3521                          STATION RECOVERY (1998)
 LW3521
 LW3521'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW3521'RECOVERED IN GOOD CONDITION.
 LW3521
 LW3521                          STATION RECOVERY (2005)
 LW3521
 LW3521'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW3521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3519 ***********************************************************************
 LW3519  DESIGNATION -  HOPE VALLEY LACE CO TANK
 LW3519  PID         -  LW3519
 LW3519  STATE/COUNTY-  RI/PROVIDENCE
 LW3519  USGS QUAD   -  CROMPTON (1995)
 LW3519
 LW3519                         *CURRENT SURVEY CONTROL
 LW3519  ___________________________________________________________________
 LW3519* NAD 83(1996)-  41 43 51.11354(N)    071 33 40.87524(W)     ADJUSTED  
 LW3519* NAVD 88     -                                                        
 LW3519  ___________________________________________________________________
 LW3519  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 LW3519  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LW3519
 LW3519  HORZ ORDER  -  THIRD
 LW3519
 LW3519.The horizontal coordinates were established by classical geodetic methods
 LW3519.and adjusted by the National Geodetic Survey in August 1998..
 LW3519
 LW3519
 LW3519.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3519
 LW3519.The geoid height was determined by GEOID03.
 LW3519
 LW3519;                    North         East     Units Scale Factor Converg.
 LW3519;SPC RI       -    71,917.379    94,895.424   MT  0.99999407   -0 02 27.0
 LW3519;SPC RI       -   235,948.93    311,336.07   sFT  0.99999407   -0 02 27.0
 LW3519;UTM  19      - 4,623,065.723   286,975.034   MT  1.00015846   -1 42 20.0
 LW3519
 LW3519                          SUPERSEDED SURVEY CONTROL
 LW3519
 LW3519  NAD 83(1996)-  41 43 51.11291(N)    071 33 40.87486(W) AD(       ) 4
 LW3519  NAD 83(1992)-  41 43 51.11222(N)    071 33 40.87446(W) AD(       ) 4
 LW3519  NAD 83(1992)-  41 43 51.11179(N)    071 33 40.87455(W) AD(       ) 4
 LW3519  NAD 83(1986)-  41 43 51.11187(N)    071 33 40.87426(W) AD(       ) 4
 LW3519  NAD 27      -  41 43 50.75177(N)    071 33 42.64929(W) AD(       ) 3
 LW3519
 LW3519.Superseded values are not recommended for survey control.
 LW3519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3519.See file dsdata.txt to determine how the superseded data were derived.
 LW3519
 LW3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8697523066(NAD 83)
 LW3519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3519+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 LW3519
 LW3519  HISTORY     - Date     Condition        Report By
 LW3519  HISTORY     - 1968     MONUMENTED       CGS
 LW3519  HISTORY     - 19980211 GOOD             USPSQD
 LW3519  HISTORY     - 20050328 GOOD             USPSQD
 LW3519
 LW3519                          STATION DESCRIPTION
 LW3519
 LW3519'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3519'THE STATION, HOPE VALLEY LACE COMPANY TANK, IS THE TOP CENTER OF
 LW3519'THE SILVER CYLINDRICAL TANK AND IS ABOUT 100 FEET IN HEIGHT.
 LW3519'
 LW3519'THE STATION IS LOCATED 0.2 MILE SOUTH OF THE INTERSECTION OF
 LW3519'STATE HIGHWAYS 116 AND 115 IN HOPE.
 LW3519
 LW3519                          STATION RECOVERY (1998)
 LW3519
 LW3519'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW3519'RECOVERED IN GOOD CONDITION.
 LW3519
 LW3519                          STATION RECOVERY (2005)
 LW3519
 LW3519'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW3519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3245 ***********************************************************************
 LW3245  DESIGNATION -  HOPKIN
 LW3245  PID         -  LW3245
 LW3245  STATE/COUNTY-  RI/WASHINGTON
 LW3245  USGS QUAD   -  ASHAWAY (1984)
 LW3245
 LW3245                         *CURRENT SURVEY CONTROL
 LW3245  ___________________________________________________________________
 LW3245* NAD 83(1996)-  41 27 50.62450(N)    071 47 43.54412(W)     ADJUSTED  
 LW3245* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 LW3245  ___________________________________________________________________
 LW3245  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LW3245  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW3245
 LW3245  HORZ ORDER  -  SECOND
 LW3245
 LW3245.The horizontal coordinates were established by classical geodetic methods
 LW3245.and adjusted by the National Geodetic Survey in August 1998..
 LW3245
 LW3245.The orthometric height was scaled from a topographic map.
 LW3245
 LW3245.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3245
 LW3245.The geoid height was determined by GEOID03.
 LW3245
 LW3245;                    North         East     Units Scale Factor Converg.
 LW3245;SPC RI       -    42,325.330    75,319.325   MT  1.00000124   -0 11 44.2
 LW3245;SPC RI       -   138,862.35    247,110.15   sFT  1.00000124   -0 11 44.2
 LW3245;SPC CT       -   222,888.249   384,544.776   MT  0.99998387   +0 37 58.6
 LW3245;SPC CT       -   731,259.20  1,261,627.32   sFT  0.99998387   +0 37 58.6
 LW3245;UTM  19      - 4,594,047.055   266,545.251   MT  1.00027077   -1 51 06.6
 LW3245
 LW3245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3245!SPC RI       -   0.99999353  x   1.00000124  =   0.99999477
 LW3245!SPC CT       -   0.99999353  x   0.99998387  =   0.99997740
 LW3245!UTM  19      -   0.99999353  x   1.00027077  =   1.00026429
 LW3245
 LW3245:                Primary Azimuth Mark                     Grid Az
 LW3245:SPC RI       -  CHAMPLIN 2                               026 40 40.0
 LW3245:SPC CT       -  CHAMPLIN 2                               025 50 57.2
 LW3245:UTM  19      -  CHAMPLIN 2                               028 20 02.4
 LW3245
 LW3245|---------------------------------------------------------------------|
 LW3245| PID    Reference Object                     Distance      Geod. Az  |
 LW3245|                                                           dddmmss.s |
 LW3245| LW3254 CHAMPLIN 2                          APPROX. 2.9 KM 0262855.8 |
 LW3245| CB7794 HOPKIN RM 1                          21.114 METERS 06113     |
 LW3245| CB7796 HOPKIN RM 3                          16.325 METERS 11650     |
 LW3245| LW3244 STATE BOUNDARY E 1937                 3.816 METERS 21507     |
 LW3245| CB7797 HOPKIN RM 4                          21.403 METERS 24116     |
 LW3245| CB7795 HOPKIN RM 2                          23.869 METERS 28944     |
 LW3245| CB7793 HOPKIN AZ MK RESET                                 3194741.2 |
 LW3245|---------------------------------------------------------------------|
 LW3245
 LW3245                          SUPERSEDED SURVEY CONTROL
 LW3245
 LW3245  NAD 83(1992)-  41 27 50.62331(N)    071 47 43.54335(W) AD(       ) 2
 LW3245  NAD 83(1986)-  41 27 50.62243(N)    071 47 43.54434(W) AD(       ) 2
 LW3245  NAD 27      -  41 27 50.26440(N)    071 47 45.29633(W) AD(       ) 2
 LW3245
 LW3245.Superseded values are not recommended for survey control.
 LW3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3245.See file dsdata.txt to determine how the superseded data were derived.
 LW3245
 LW3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6654594047(NAD 83)
 LW3245_MARKER: DS = TRIANGULATION STATION DISK
 LW3245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3245_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3245+STABILITY: SURFACE MOTION
 LW3245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3245+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 LW3245
 LW3245  HISTORY     - Date     Condition        Report By
 LW3245  HISTORY     - 1937     MONUMENTED       CTGS
 LW3245  HISTORY     - 1968     GOOD             CGS
 LW3245  HISTORY     - 19900823 GOOD             USPSQD
 LW3245  HISTORY     - 20010815 GOOD             USPSQD
 LW3245
 LW3245                          STATION DESCRIPTION
 LW3245
 LW3245'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3245'ABOUT 10 FEET EAST OF CONN.-R.I. STATE LINE.  1 MILE WEST-NORTHWEST
 LW3245'OF HOPKINTON IN WOODED AREA (20 FEET OAKS) JUST NORTH
 LW3245'(200 FEET) OF CLARKE FALLS-HOPKINTON ROAD.
 LW3245'
 LW3245'STATE BOUNDARY E IS 4 FEET HIGH GRANITE STONE MONUMENT 10-BY
 LW3245'10-INCHES AT BOTTOM, 14- BY 14-INCHES AT TOP, 10 FEET EAST OF
 LW3245'CENTER LINE OF DIRT ROAD, SOUTH-SOUTHWEST OF STATION.
 LW3245'
 LW3245'TO REACH FROM HOPKINTON POST OFFICE, TAKE CLARKE FALLS ROAD
 LW3245'(OILED ROAD) WEST FOR 0.9 MILE AND TURN RIGHT (NORTH) ON DIRT
 LW3245'ROAD (WHERE OILED ROAD TURNS SHARPLY LEFT, SOUTH) AND PROCEED
 LW3245'200 FEET TO STATION ON LEFT.  STATION IS 20 FEET EAST OF CENTER
 LW3245'LINE OF THIS DIRT ROAD, 15 FEET NORTHWEST OF BOULDER (4- BY 3-
 LW3245'BY 3-FEET).  STATION IS CONCRETE POST, FLUSH WITH THE GROUND,
 LW3245'WITH STANDARD DISK STAMPED HOPKIN 1937.
 LW3245'
 LW3245'SURFACE, REFERENCES AND AZIMUTH MARKS ARE STANDARD BRONZE
 LW3245'DISKS SET IN CONCRETE, IN OUTCROPPING BEDROCK, AND IN A
 LW3245'BOULDER, NOTES 1A, 12A, AND 12C.
 LW3245'
 LW3245'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, EAST-SOUTHEAST
 LW3245'OF A ROAD, 80.69 FEET FROM THE CONN.-R. I. STATE
 LW3245'BOUNDARY MARKER, 16 FEET EAST-SOUTHEAST OF 2 SAWED OFF 8-INCH
 LW3245'TRUNKS, 12 FEET SOUTH-SOUTHEAST OF A 14-INCH OAK.  A STANDARD
 LW3245'REFERENCE MARK DISK STAMPED HOPKIN-1937-NO. 1 AND SET IN A ROCK
 LW3245'OUTCROP (NOTE 12A).  REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF
 LW3245'STATION, 4 FEET NORTHEAST OF TWO 12-INCH PINES, 75.97 FEET
 LW3245'FROM THE CONN.-R.I. STATE BOUNDARY MARKER, 15 FEET WEST OF
 LW3245'CENTERLINE OF DIRT ROAD.  A STANDARD REFERENCE MARK DISK
 LW3245'STAMPED HOPKIN-1937-NO. 2 AND SET IN A ROCK OUTCROP.  (NOTE
 LW3245'12A).
 LW3245'
 LW3245'AZIMUTH MARK IS STANDARD DISK STAMPED HOPKIN-1937 IN BOULDER
 LW3245'4- BY 2- BY 2-FEET, 8 FEET EAST OF CENTER LINE OF DIRT ROAD,
 LW3245'750 FEET NORTHWEST OF STATION, 125 FEET SOUTHEAST OF LARGE TWIN
 LW3245'OAKS (16-INCHES), 8 FEET WEST OF CENTER LINE OF DIRT ROAD.
 LW3245
 LW3245                          STATION RECOVERY (1968)
 LW3245
 LW3245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3245'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND IN
 LW3245'GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR AND
 LW3245'NOT FOUND.
 LW3245'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  THE
 LW3245'AZIMUTH MARK WAS LOWERED BUT THE SAME POINT WAS HELD.  THE
 LW3245'PREVIOUS MARK WAS SET IN A 2 BY 4 FOOT BOULDER WHICH PROJECTED
 LW3245'2 FEET.  THE MARK WAS LOWERED AT THE REQUEST OF MR. JOHN CRIDER
 LW3245'JR. WHO WAS BUILDING AN ACCESS ROAD TO HIS PROPERTY.
 LW3245'
 LW3245'THE STATION IS LOCATED 1 MILE NORTHWEST OF CLARKS FALLS, 1
 LW3245'MILE WEST OF HOPKINTON, 12 FEET EAST OF THE RHODE ISLAND AND
 LW3245'CONNECTICUT STATE LINE AND ON ROAD RIGHT OF WAY PROPERTY.
 LW3245'
 LW3245'TO REACH THE STATION FROM THE POST OFFICE IN HOPKINTON, GO
 LW3245'WEST ON A PAVED ROAD FOR 0.9 MILE TO A SIDE ROAD RIGHT.  TURN
 LW3245'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.05 MILE TO THE
 LW3245'STATION ON THE RIGHT AS DESCRIBED.
 LW3245'
 LW3245'STATION MARK, STAMPED HOPKIN 1937 IS A STANDARD DISK SET IN A
 LW3245'SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 25 FEET
 LW3245'CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 25 FEET EAST OF
 LW3245'THE CENTER OF THE GRAVELED ROAD AND 12.5 FEET EAST OF THE
 LW3245'BOUNDARY MARKER.  (NOTE--1A)
 LW3245'
 LW3245'RM 3, A STANDARD DISK STAMPED HOPKIN NO 3 1937 1968 IS
 LW3245'CEMENTED IN A DRILL HOLE IN A 1 BY 4 FOOT BOULDER WHICH IS
 LW3245'FLUSH WITH THE GROUND SURFACE.  IT IS 56.5 FEET SOUTHEAST OF
 LW3245'THE BOUNDARY MARKER, 43 FEET EAST OF THE CENTER OF THE GRAVELED
 LW3245'ROAD AND 2 FEET WEST OF A METAL WITNESS POST.  (NOTE-- 12C)
 LW3245'
 LW3245'RM 4, A STANDARD DISK STAMPED HOPKIN NO 4 1937 1968 IS
 LW3245'CEMENTED IN A DRILL HOLE IN A 1 BY 1-1/2 FOOT BOULDER WHICH
 LW3245'PROJECTS 2 INCHES.  IT IS 45 FEET WEST OF THE CENTER OF THE
 LW3245'GRAVELED ROAD, 30 FEET NORTH OF A 15-INCH PINE TREE AND 16 FEET
 LW3245'SOUTHWEST OF A 12-INCH OAK TREE.  (NOTE--12C)
 LW3245'
 LW3245'AZ MK, A STANDARD DISK STAMPED HOPKIN 1937 1968 IS SET IN A
 LW3245'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 LW3245'SURFACE.  IT IS 21 FEET EAST OF AN 8-INCH MAPLE TREE, 14 FEET
 LW3245'SOUTH OF A METAL WITNESS POST AND 9 FEET EAST OF THE CENTER OF
 LW3245'THE GRAVELED ROAD.  (NOTE--16B)
 LW3245'
 LW3245'STATE BOUNDARY E IS A ROUGH HEWN 10 BY 10 INCH GRANITE POST
 LW3245'WHICH PROJECTS 4 FEET.  IT HAS C CHISELED ON THE WEST SIDE AND
 LW3245'RI CHISELED ON THE EAST SIDE.  IT IS 49 FEET SOUTHEAST OF A
 LW3245'15-INCH PINE TREE AND 12 FEET EAST OF THE CENTER OF THE
 LW3245'GRAVELED ROAD.
 LW3245'
 LW3245'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 LW3245'GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT AS
 LW3245'DESCRIBED.
 LW3245'
 LW3245'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW3245'
 LW3245'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3245'1 MILE WEST OF HOPKINTON.
 LW3245
 LW3245                          STATION RECOVERY (1990)
 LW3245
 LW3245'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3245'RECOVERED IN GOOD CONDITION.
 LW3245
 LW3245                          STATION RECOVERY (2001)
 LW3245
 LW3245'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3245'FOUND STATION, RM 4, AND STATE BOUNDARY E, AS DESCRIBED.  DID NOT FIND
 LW3245'RM 3 OR AZIMUTH. THE 1937 AND 1968 AZIMUTH DESCRIPTIONS ARE
 LW3245'CONTRADICTORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3516 ***********************************************************************
 LW3516  DESIGNATION -  HOPKINS
 LW3516  PID         -  LW3516
 LW3516  STATE/COUNTY-  RI/PROVIDENCE
 LW3516  USGS QUAD   -  CHEPACHET (1975)
 LW3516
 LW3516                         *CURRENT SURVEY CONTROL
 LW3516  ___________________________________________________________________
 LW3516* NAD 83(1996)-  41 56 00.84063(N)    071 44 39.60217(W)     ADJUSTED  
 LW3516* NAVD 88     -       222.1    (meters)     729.     (feet)  VERTCON   
 LW3516  ___________________________________________________________________
 LW3516  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 LW3516  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW3516
 LW3516  HORZ ORDER  -  FIRST
 LW3516
 LW3516.The horizontal coordinates were established by classical geodetic methods
 LW3516.and adjusted by the National Geodetic Survey in August 1998..
 LW3516
 LW3516.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3516
 LW3516.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3516
 LW3516.The geoid height was determined by GEOID03.
 LW3516
 LW3516;                    North         East     Units Scale Factor Converg.
 LW3516;SPC RI       -    94,458.407    79,735.825   MT  0.99999880   -0 09 47.8
 LW3516;SPC RI       -   309,902.29    261,599.95   sFT  0.99999880   -0 09 47.8
 LW3516;SPC CT       -   275,079.275   388,206.156   MT  1.00000746   +0 40 00.5
 LW3516;SPC CT       -   902,489.25  1,273,639.70   sFT  1.00000746   +0 40 00.5
 LW3516;UTM  19      - 4,646,043.113   272,475.100   MT  1.00023705   -1 50 05.1
 LW3516
 LW3516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3516!SPC RI       -   0.99996981  x   0.99999880  =   0.99996861
 LW3516!SPC CT       -   0.99996981  x   1.00000746  =   0.99997727
 LW3516!UTM  19      -   0.99996981  x   1.00023705  =   1.00020685
 LW3516
 LW3516|---------------------------------------------------------------------|
 LW3516| PID    Reference Object                     Distance      Geod. Az  |
 LW3516|                                                           dddmmss.s |
 LW3516| CB7798 HOPKINS RM 1                         20.412 METERS 00213     |
 LW3516| LW3510 PASCOAG FIRE DIST STANDPIPE         APPROX. 3.9 KM 0540327.1 |
 LW3516| LW3511 HARRISVILLE WATER CO TANK           APPROX. 7.3 KM 0552517.2 |
 LW3516| CB7799 HOPKINS RM 2                         24.409 METERS 05526     |
 LW3516| CB7800 HOPKINS RM 3                         25.575 METERS 20409     |
 LW3516| LW3642 PRAY                                APPROX. 5.2 KM 2680527.2 |
 LW3516|---------------------------------------------------------------------|
 LW3516
 LW3516                          SUPERSEDED SURVEY CONTROL
 LW3516
 LW3516  NAD 83(1996)-  41 56 00.84038(N)    071 44 39.60200(W) AD(       ) 1
 LW3516  NAD 83(1992)-  41 56 00.83975(N)    071 44 39.60124(W) AD(       ) 1
 LW3516  NAD 83(1992)-  41 56 00.83971(N)    071 44 39.60136(W) AD(       ) 1
 LW3516  NAD 83(1986)-  41 56 00.84040(N)    071 44 39.60025(W) AD(       ) 1
 LW3516  NAD 27      -  41 56 00.48508(N)    071 44 41.35209(W) AD(       ) 1
 LW3516  NGVD 29 (07/19/86)  222.3    (m)          729.     (f) VERT ANG       
 LW3516
 LW3516.Superseded values are not recommended for survey control.
 LW3516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3516.See file dsdata.txt to determine how the superseded data were derived.
 LW3516
 LW3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7247546043(NAD 83)
 LW3516_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3516_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3516+STABILITY: SURFACE MOTION
 LW3516
 LW3516  HISTORY     - Date     Condition        Report By
 LW3516  HISTORY     - 1937     MONUMENTED       CTGS
 LW3516  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3516  HISTORY     - 1986     GOOD             RIGS
 LW3516
 LW3516                          STATION DESCRIPTION
 LW3516
 LW3516'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3516'THE STATION IS A STANDARD DISK SET IN A SQUARE CONCRETE POST,
 LW3516'THE TOP SET FLUSH WITH THE GROUND, STAMPED HOPKINS-1937 SITUATED
 LW3516'ON A HILL, 4.1 MILES WEST-NORTHWEST OF CHEPATCHET, R.I., AND
 LW3516'9.3 MILES EAST-NORTHEAST OF PUTNAM, CONN., IN THE TOWN OF
 LW3516'BURRILLVILLE R.I., ABOUT 2.7 MILES EAST OF THE CONN.-R.I. STATE
 LW3516'LINE.  THE HILL IS COVERED WITH 2ND GROWTH TREES 15-20 FEET
 LW3516'HIGH.  A SINGLE DIRT ROAD RUNS OVER THE HILL 50-60 FEET EAST
 LW3516'OF THE STATION.
 LW3516'
 LW3516'TO REACH FROM THE CENTER OF CHEPATCHET, GO WEST ON ROUTE 44,
 LW3516'3.8 MILES TO DIRT ROAD ON RIGHT (NORTH) (THE OLNEY KEACH ROAD),
 LW3516'WHICH IS ABOUT 150 FEET EAST OF SMALL TOOL SHACK ON SOUTH SIDE
 LW3516'OF ROUTE 44.  PROCEED NORTH ON THIS DIRT ROAD 1.0 MILE TO TOP
 LW3516'OF GRADE AND PARK TRUCK.  STATION IS 60 FEET WEST OF HERE, AND
 LW3516'20 FEET NORTH OF 8-INCH BLAZED TREE.
 LW3516'
 LW3516'SURFACE, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LW3516'CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1 AND 12A.
 LW3516'
 LW3516'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NO. 1-HOPKINS-1937
 LW3516'SET IN DRILL HOLE OF OUTCROPPING BED ROCK, 10- BY 7-FEET AND
 LW3516'3 INCHES ABOVE THE GROUND, 66.98 FEET NORTH OF STATION.  REFERENCE
 LW3516'MARK NO. 2 IS A STANDARD DISK STAMPED NO. 2-HOPKINS-1937 SET IN
 LW3516'A DRILL HOLE OF OUTCROPPING BEDROCK, 5- BY 3- BY 1-FEET ABOVE
 LW3516'THE GROUND, 80.09 FEET NORTHEAST OF STATION.  REFERENCE MARK NO.
 LW3516'3 IS A STANDARD DISK STAMPED NO. 3-HOPKINS-1937 SET IN A DRILL
 LW3516'HOLE IN OUTCROPPING BEDROCK, 2- BY 1-FEET AND 8 INCHES ABOVE
 LW3516'THE GROUND, 83.90 FEET SOUTH-SOUTHWEST OF STATION.
 LW3516'
 LW3516'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 LW3516
 LW3516                          STATION RECOVERY (1968)
 LW3516
 LW3516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3516'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 LW3516'CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED WITH
 LW3516'ORIGINAL DESCRIPTION.  DUE TO VARIOUS CHANGES A COMPLETE NEW
 LW3516'DESCRIPTION FOLLOWS.
 LW3516'
 LW3516'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF CHEPACHET, 3
 LW3516'MILES SOUTHWEST OF PASCOAG, 2-3/4 MILES EAST OF THE RHODE
 LW3516'ISLAND-CONNECTICUT STATE LINE, 3/4 MILE NORTH OF U.S. HIGHWAY 44
 LW3516'AND ON PROPERTY OF MR. RUSSELL ADAMS.
 LW3516'
 LW3516'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LW3516'STATE HIGHWAYS 100 AND 102 IN CHEPACHET, GO WEST ON U.S. HIGHWAY
 LW3516'44 FOR 1.3 MILES TO A SIDE ROAD RIGHT (RESERVOIR ROAD).  CONTINUE
 LW3516'AHEAD WEST ON U.S. HIGHWAY 44 FOR 2.2 MILES TO A SIDE ROAD RIGHT
 LW3516'(OLNEY KEECH ROAD) JUST BEFORE REACHING AN ESSO SERVICE
 LW3516'STATION.  TURN RIGHT AND GO NORTHWEST ON OLNEY KEECH ROAD FOR
 LW3516'0.65 MILE TO A GREEN SIDING HOUSE ON LEFT.  CONTINUE NORTHWEST ON
 LW3516'ROAD FOR 0.3 MILE TO TOP OF GRADE AND A TRIANGLE BLAZED TREE ON
 LW3516'BOTH SIDES OF ROAD AND STATION ON LEFT AS DESCRIBED.
 LW3516'
 LW3516'STATION MARK, STAMPED HOPKINS 1937, IS SET FLUSH.  IT IS 86 FEET
 LW3516'NORTHWEST OF CENTER OF TRACK ROAD, 33 FEET NORTHEAST OF A
 LW3516'TRIANGLE BLAZED OAK TREE AND 3.6 FEET NORTH OF A METAL WITNESS
 LW3516'POST.  (NOTE 1A 7A)
 LW3516'
 LW3516'RM 1, STAMPED HOPKINS 1937 NO 1, IS CEMENTED IN A DRILL HOLE IN
 LW3516'A BEDROCK FORMATION WHICH PROJECTS ABOUT 3-1/2 FEET AND IS 7 BY 10
 LW3516'FEET IN SIZE.  IT IS 70.7 FEET NORTH OF A METAL WITNESS POST
 LW3516'(AT STATION MARK) AND 7 FEET SOUTHEAST OF A TRIANGLE BLAZED 8-INCH
 LW3516'OAK TREE.  (NOTE 12A)
 LW3516'
 LW3516'RM 2, STAMPED HOPKINS 1937 NO 2, IS CEMENTED IN A DRILL HOLE IN
 LW3516'A BEDROCK FORMATION WHICH PROJECTS ABOUT 4.0 FEET AND IS 3 BY 6
 LW3516'FEET IN SIZE.  IT IS 82 FEET NORTHEAST OF A METAL WITNESS POST
 LW3516'(AT STATION MARK) AND 40.5 FEET NORTHWEST OF CENTER OF TRACK
 LW3516'ROAD.  (NOTE 12A)
 LW3516'
 LW3516'RM 3, STAMPED HOPKINS 1937 NO 3, IS CEMENTED IN A DRILL HOLE
 LW3516'IN A BEDROCK FORMATION WHICH PROJECTS ABOUT 1 FOOT AND IS 1-1/2
 LW3516'BY 2-1/2 FEET IN SIZE.  IT IS 2.3 FEET NORTHWEST OF A METAL WITNESS
 LW3516'POST.  (NOTE 12A)
 LW3516'
 LW3516'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW3516
 LW3516                          STATION RECOVERY (1986)
 LW3516
 LW3516'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW3516'THE STATION WAS RECOVERED AT THIS DATE.
 LW3516'THE AREA AROUND THE STATION IS NOW HEAVILY WOODED, AND USE OF THE
 LW3516'STATION WOULD BE DIFFUCULT WITHOUT EXTENSIVE CUTTING OR TOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0952 ***********************************************************************
 LW0952  DESIGNATION -  HOPKINTON
 LW0952  PID         -  LW0952
 LW0952  STATE/COUNTY-  RI/WASHINGTON
 LW0952  USGS QUAD   -  ASHAWAY (1984)
 LW0952
 LW0952                         *CURRENT SURVEY CONTROL
 LW0952  ___________________________________________________________________
 LW0952* NAD 83(1996)-  41 26 39.82674(N)    071 47 15.86270(W)     ADJUSTED  
 LW0952* NAVD 88     -        42.782  (meters)     140.36   (feet)  ADJUSTED  
 LW0952  ___________________________________________________________________
 LW0952  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 LW0952  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LW0952  DYNAMIC HT  -          42.767 (meters)     140.31  (feet)  COMP
 LW0952  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 LW0952
 LW0952  HORZ ORDER  -  FIRST
 LW0952  VERT ORDER  -  SECOND    CLASS 0
 LW0952
 LW0952.The horizontal coordinates were established by classical geodetic methods
 LW0952.and adjusted by the National Geodetic Survey in August 1998..
 LW0952
 LW0952.The orthometric height was determined by differential leveling
 LW0952.and adjusted by the National Geodetic Survey in June 1991..
 LW0952.WARNING-Repeat measurements at this control monument indicate possible
 LW0952.vertical movement.
 LW0952
 LW0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0952
 LW0952.The geoid height was determined by GEOID03.
 LW0952
 LW0952.The dynamic height is computed by dividing the NAVD 88
 LW0952.geopotential number by the normal gravity value computed on the
 LW0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0952.degrees latitude (g = 980.6199 gals.).
 LW0952
 LW0952.The modeled gravity was interpolated from observed gravity values.
 LW0952
 LW0952;                    North         East     Units Scale Factor Converg.
 LW0952;SPC RI       -    40,139.012    75,954.441   MT  1.00000086   -0 11 25.6
 LW0952;SPC RI       -   131,689.41    249,193.86   sFT  1.00000086   -0 11 25.6
 LW0952;SPC CT       -   220,711.380   385,211.429   MT  0.99998435   +0 38 16.9
 LW0952;SPC CT       -   724,117.25  1,263,814.50   sFT  0.99998435   +0 38 16.9
 LW0952;UTM  19      - 4,591,842.706   267,117.077   MT  1.00026749   -1 50 45.6
 LW0952
 LW0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0952!SPC RI       -   0.99999807  x   1.00000086  =   0.99999893
 LW0952!SPC CT       -   0.99999807  x   0.99998435  =   0.99998242
 LW0952!UTM  19      -   0.99999807  x   1.00026749  =   1.00026556
 LW0952
 LW0952|---------------------------------------------------------------------|
 LW0952| PID    Reference Object                     Distance      Geod. Az  |
 LW0952|                                                           dddmmss.s |
 LW0952| LW0951 HOPKINTON RM 1                        7.517 METERS 09821     |
 LW0952| LW0953 HOPKINTON RM 2                        9.406 METERS 21106     |
 LW0952| LW3258 HOPKINTON 1969 AZ MK                APPROX. 1.6 KM 2431929.7 |
 LW0952|---------------------------------------------------------------------|
 LW0952
 LW0952                          SUPERSEDED SURVEY CONTROL
 LW0952
 LW0952  NAD 83(1992)-  41 26 39.82548(N)    071 47 15.86195(W) AD(       ) 1
 LW0952  NAD 83(1986)-  41 26 39.82468(N)    071 47 15.86308(W) AD(       ) 1
 LW0952  NAD 27      -  41 26 39.46728(N)    071 47 17.61591(W) AD(       ) 1
 LW0952  NGVD 29 (??/??/92)   43.064  (m)          141.29   (f) ADJ UNCH    2 0
 LW0952
 LW0952.Superseded values are not recommended for survey control.
 LW0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0952.See file dsdata.txt to determine how the superseded data were derived.
 LW0952
 LW0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6711791843(NAD 83)
 LW0952_MARKER: DB = BENCH MARK DISK
 LW0952_SETTING: 66 = SET IN ROCK OUTCROP
 LW0952_SP_SET: ROCK LEDGE
 LW0952_STAMPING: HOPKINTON 1969
 LW0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0952+STABILITY: POSITION/ELEVATION WELL
 LW0952
 LW0952  HISTORY     - Date     Condition        Report By
 LW0952  HISTORY     - 1969     MONUMENTED       CGS
 LW0952  HISTORY     - 1969     GOOD             CGS
 LW0952  HISTORY     - 1975     GOOD             NGS
 LW0952  HISTORY     - 1975     GOOD             NGS
 LW0952  HISTORY     - 1979     GOOD             NGS
 LW0952  HISTORY     - 1984     GOOD             USPSQD
 LW0952  HISTORY     - 1984     GOOD             RIGS
 LW0952  HISTORY     - 1988     GOOD             USPSQD
 LW0952  HISTORY     - 1989     GOOD             USPSQD
 LW0952  HISTORY     - 1990     GOOD             USPSQD
 LW0952  HISTORY     - 19900823 MARK NOT FOUND   USPSQD
 LW0952
 LW0952                          STATION DESCRIPTION
 LW0952
 LW0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW0952'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST-SOUTHWEST OF
 LW0952'WOODVILLE, 2 MILES EAST-SOUTHEAST OF CLARKS FALLS, CONNECTICUT,
 LW0952'1-3/4 MILES NORTH OF ASHAWAY, 1 MILE SOUTHWEST OF HOPKINTON AND ON
 LW0952'PROPERTY OWNED BY HACKSTON ESTATE.
 LW0952'
 LW0952'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW0952'STATE HIGHWAY 3 ABOUT 1/2 MILE EAST OF THE RHODE ISLAND-CONNECTICUT
 LW0952'STATE LINE, GO SOUTHERLY ON HIGHWAY 3 FOR 0.3 MILE
 LW0952'TO THE STATION ON THE RIGHT ABOUT 250 FEET WEST OF HIGHWAY 3.
 LW0952'
 LW0952'ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES IN
 LW0952'OUTCROPPING BEDROCK.
 LW0952'
 LW0952'STATION, STAMPED HOPKINTON 1969 IS SET IN BEDROCK WHICH
 LW0952'PROJECTS 18 INCHES.  IT IS 63 FEET NORTHWEST OF HIGHEST POINT
 LW0952'OF A LOW HILL, 41.5 FEET EAST OF A ROCK FENCE, 39 FEET
 LW0952'NORTHEAST OF A SMALL EVERGREEN TREE AND 23 FEET NORTHEAST OF A
 LW0952'METAL WITNESS POST.
 LW0952'
 LW0952'RM 1, STAMPED HOPKINTON NO 1 1969 IS SET IN BEDROCK WHICH IS
 LW0952'FLUSH.  IT IS 65 FEET EAST OF THE ROCK FENCE, 52 FEET EAST-NORTHEAST
 LW0952'OF THE SMALL EVERGREEN TREE, 44.3 FEET EAST OF THE SMALL EVERGREEN
 LW0952'TREE, 44.3 FEET EAST OF THE METAL WITNESS POST AND 40 FEET
 LW0952'NORTHWEST OF THE HIGHEST POINT OF THE HILL.
 LW0952'
 LW0952'RM 2, STAMPED HOPKINTON NO 2 1969 IS SET IN BEDROCK WHICH
 LW0952'PROJECTS 1 FOOT.  IT IS 71 FEET WEST OF THE HIGHEST POINT OF
 LW0952'THE HILL, 21 FEET EAST OF THE ROCK FENCE, 9.5 FEET SOUTH OF THE
 LW0952'METAL WITNESS POST AND 8 FEET NORTHEAST OF THE SMALL EVERGREEN
 LW0952'TREE.
 LW0952'
 LW0952'AZ MK, STAMPED HOPKINTON 1969 IS SET IN BEDROCK WHICH PROJECTS
 LW0952'18 INCHES.  IT IS 53 FEET NORTHWEST OF CENTERLINE OF THE
 LW0952'SOUTHBOUND LANE OF INTERSTATE 95, 7.5 FEET NORTHWEST OF A
 LW0952'DRAINAGE DITCH AND 6 FEET WEST OF A METAL WITNESS POST.
 LW0952'
 LW0952'TO REACH THE AZ MK FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW0952'STATE HIGHWAY 3 ABOUT 1/2 MILE EAST OF THE RHODE ISLAND-CONNECTICUT
 LW0952'STATE LINE GO WESTERLY ON INTERSTATE 95 FOR 1.15 MILES TO THE AZ MK
 LW0952'ON THE RIGHT.
 LW0952'
 LW0952'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW0952
 LW0952                          STATION RECOVERY (1969)
 LW0952
 LW0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LW0952'1.6 MI N FROM ASHAWAY.
 LW0952'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0952'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, ABOUT 0.3 MILE SOUTH
 LW0952'OF THE STATE HIGHWAY OVERPASS OVER INTERSTATE HIGHWAY 95, ON
 LW0952'TOP OF A ROCK COVERED KNOLL IN PASTURE, IN THE TOP OF THE WEST
 LW0952'END OF A LEDGE OF ROCK WHICH COVERS MOST OF THE HILL IN AREA,
 LW0952'258 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET WEST
 LW0952'OF THE HIGHEST PART OF THE HILL, 41 FEET EAST OF A ROCK FENCE,
 LW0952'1 1/2 FEET EAST OF THE WEST END OF THE ROCK, 23.1 FEET NORTHEAST
 LW0952'OF A METAL WITNESS POST AND ABOUT 2 FEET BELOW THE HIGHEST PART
 LW0952'OF THE HILL.
 LW0952
 LW0952                          STATION RECOVERY (1975)
 LW0952
 LW0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW0952'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LW0952'RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO REFERENCE MARKS 1
 LW0952'AND 2 AND THE AZIMUTH MARK CHECKED.  THE DISTANCE TO REFERENCE MARK
 LW0952'1 CHECKED.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND SHORTER
 LW0952'BY 0.008 METERS AND THE DISTANCE BETWEEN REFERENCE MARKS 1 AND
 LW0952'2 WAS FOUND SHORTER BY 0.004 METERS.  A COMPLETE NEW DESCRIPTION
 LW0952'FOLLOWS.
 LW0952'
 LW0952'STATION IS ABOUT 1-3/4 MILES SOUTHEAST OF CLARKS FALLS, CONNECTICUT,
 LW0952'1-3/4 MILES NORTH OF ASHAWAY, 1 MILE SOUTHWEST OF HOPKINTON, 1/2
 LW0952'MILE EAST OF THE RHODE ISLAND-CONNECTICUT STATE LINE, 1/4 MILE
 LW0952'SOUTH OF THE JUNCTION OF INTERSTATE 95 AND STATE HIGHWAY 3, ALONG
 LW0952'THE WEST SIDE OF STATE HIGHWAY 3 AND ON PROPERTY OWNED BY THE
 LW0952'HACKSTON ESTATE.  (NO ADDRESS).
 LW0952'
 LW0952'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW0952'HIGHWAY 3 ABOUT 1/2 MILE EAST OF THE RHODE ISLAND-CONNECTICUT STATE
 LW0952'LINE, GO SOUTH ON HIGHWAY 3 FOR 0.25 MILE TO THE STATION ON THE
 LW0952'RIGHT ABOUT 250 FEET WEST OF THE HIGHWAY.  (THIS IS ABOUT 0.05
 LW0952'MILE BEFORE REACHING THE JUNCTION OF THE OLD HOPKINTON-ASHAWAY
 LW0952'ROAD.)
 LW0952'
 LW0952'STATION MARK, STAMPED HOPKINTON 1969, IS A STANDARD DISK CEMENTED
 LW0952'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 18
 LW0952'INCHES ON THE WEST SIDE AND 4 INCHES ON THE EAST SIDE.  IT IS 80.5
 LW0952'FEET NORTHWEST OF A LARGE BOULDER LYING ON TOP OF THE GROUND
 LW0952'NEAR THE SUMMIT OF A SMALL HILL, 72 FEET SOUTHEAST OF A GAP IN
 LW0952'A ROCK FENCE, 42 FEET EAST OF THE ROCK FENCE, 24 FEET
 LW0952'EAST-NORTHEAST OF A METAL WITNESS POST AND NEAR THE NORTHWEST
 LW0952'END OF A ROCK OUTCROP THAT RUNS NORTHWEST FROM THE SUMMIT OF THE
 LW0952'SMALL HILL.
 LW0952'
 LW0952'REFERENCE MARK 1, STAMPED HOPKINTON NO 1 1969, IS A STANDARD DISK
 LW0952'CEMENTED IN A DRILL HOLE IN THE ROCK OUTCROP THAT RUNS NORTHWEST
 LW0952'FROM THE SUMMIT OF THE SMALL HILL AND IS FLUSH WITH THE GROUND
 LW0952'SURFACE.  IT IS 66 FEET EAST OF THE ROCK FENCE, 58 FEET NORTHWEST
 LW0952'OF THE LARGE BOULDER, 44.5 FEET EAST OF THE METAL WITNESS POST
 LW0952'AND 32 FEET SOUTHEAST OF THE NORTHWEST END OF THE ROCK OUTCROP.
 LW0952'
 LW0952'REFERENCE MARK 2, STAMPED HOPKINTON NO 2 1969, IS A STANDARD DISK
 LW0952'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP WHICH PROJECTS ABOUT 1
 LW0952'FOOT ON THE WEST SIDE AND 4 FEET ON THE EAST SIDE.  IT IS 88 FEET
 LW0952'WEST-NORTHWEST OF THE LARGE BOULDER, 40 FEET SOUTHWEST OF THE
 LW0952'NORTHWEST END OF THE ROCK OUTCROP THAT RUNS NORTHWEST FROM THE
 LW0952'SUMMIT OF THE SMALL HILL, 20 FEET EAST OF THE ROCK FENCE AND
 LW0952'12.5 FEET SOUTH OF THE METAL WITNESS POST.
 LW0952'
 LW0952'AZIMUTH MARK, STAMPED HOPKINTON 1969, IS A STANDARD DISK CEMENTED IN
 LW0952'A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH ON THE NORTH SIDE
 LW0952'AND PROJECTS ABOUT 4 FEET ON THE SOUTH SIDE.  IT IS 53 FEET
 LW0952'NORTHWEST OF CENTER OF THE WEST BOUND LANE OF INTERSTATE 95, 7.5
 LW0952'FEET NORTHWEST OF A DRAINAGE DITCH AND 6 FEET WEST OF A METAL
 LW0952'WITNESS POST.
 LW0952'
 LW0952'TO REACH THE AZIMUTH MARK FROM THE OVERPASS ON STATE HIGHWAY 3 AT
 LW0952'THE JUNCTION OF INTERSTATE 95 ABOUT 1/2 MILE EAST OF THE RHODE
 LW0952'ISLAND-CONNECTICUT STATE LINE, GO NORTH ON HIGHWAY 3 FOR 0.15 MILE
 LW0952'TO THE ENTRANCE RAMP TO INTERSTATE 95.  TURN LEFT AND GO WESTERLY
 LW0952'ON INTERSTATE 95 FOR 1.25 MILES TO A MOTEL ON THE RIGHT OFF OF THE
 LW0952'HIGHWAY AND THE MARK ON RIGHT AS DESCRIBED.
 LW0952'
 LW0952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHWEST
 LW0952'OF HOPKINTON.
 LW0952'
 LW0952'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 FEET.
 LW0952
 LW0952                          STATION RECOVERY (1975)
 LW0952
 LW0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LW0952'RECOVERED IN GOOD CONDITION.
 LW0952
 LW0952                          STATION RECOVERY (1979)
 LW0952
 LW0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW0952'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LW0952'RECOVERED IN GOOD CONDITION.  THE 1969 DESCRIPTION IS ADEQUATE FOR
 LW0952'RECOVERING THE STATION.
 LW0952
 LW0952                          STATION RECOVERY (1984)
 LW0952
 LW0952'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW0952'HOPKINTON 1969 RECOVERED IN GOOD CONDITION.
 LW0952'
 LW0952'HOPKINTON RM 1 1969 RECOVERED IN GOOD CONDITION.
 LW0952'
 LW0952'HOPKINTON RM 2 1969 RECOVERED IN GOOD CONDITION.
 LW0952'
 LW0952'AZ MK HOPKINTON 1969 RECOVERED IN GOOD CONDITION.
 LW0952
 LW0952                          STATION RECOVERY (1984)
 LW0952
 LW0952'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW0952'THE STATION WAS RECOVERED AT THIS DATE.
 LW0952'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 LW0952'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS TO ALL
 LW0952'WERE CHECKED.  A NEW DESCRIPTION FOLLOWS.
 LW0952'
 LW0952'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 LW0952'WEST-SOUTHWEST OF WOODVILLE, RHODE ISLAND,
 LW0952'3.2 KM (2.0 MI) EAST-SOUTHEAST OF CLARKS FALLS, CONNECTICUT,
 LW0952'2.8 KM (1.75 MI) NORTH OF ASHAWAY, RHODE ISLAND, AND
 LW0952'1.6 KM (1.0 MI) SOUTHWEST OF HOPKINTON, RHODE ISLAND.
 LW0952'OWNERSHIP--ON PROPERTY OWNED BY HACKSTON ESTATE.
 LW0952'
 LW0952'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE ROUTE 95 AND
 LW0952'STATE HIGHWAY 3, ABOUT ONE HALF MILE EAST OF THE RHODE ISLAND-
 LW0952'CONNECTICUT STATELINE, GO SOUTHERLY ON HIGHWAY 3 FOR 0.3 MILES TO
 LW0952'THE STATION ON THE RIGHT, ABOUT 250 FEET WEST OF HIGHWAY 3.
 LW0952'
 LW0952'THE STATION IS A STANDARD NGS DISK
 LW0952'STAMPED---HOPKINTON 1969---,
 LW0952'SET INTO A DRILL HOLE IN AN EXPOSED AREA OF BEDROCK.
 LW0952'LOCATED
 LW0952'19.2 METERS (63.0 FT) NORTHWEST FROM THE BEDROCK AT THE HIGHEST
 LW0952'PART OF THE HILL,
 LW0952'12.6 METERS (41.5 FT) EAST FROM THE ROCK FENCE,
 LW0952'7.0 METERS (23.0 FT) EAST-NORTHEAST FROM A METAL WITNESS POST,
 LW0952'3.5 METERS (11.5 FT) WEST FROM A CEDAR TREE.
 LW0952'
 LW0952'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LW0952'STAMPED---HOPKINTON NO1 1969---,
 LW0952'SET IN A DRILL HOLE IN AN EXPOSED AREA OF BEDROCK.
 LW0952'LOCATED
 LW0952'19.8 METERS (65.0 FT) EAST FROM THE ROCK FENCE,
 LW0952'13.4 METERS (44.0 FT) EAST FROM THE METAL WITNESS POST,
 LW0952'12.5 METERS (41.0 FT) NORTHWEST FROM THE BEDROCK AT THE HIGHEST
 LW0952'POINT OF THE HILL,
 LW0952'10.1 METERS (33.0 FT) NORTHEAST FROM A MULTIPLE TRUNKED OAK TREE.
 LW0952'MARK IS 0.4 METERS ABOVE THE STATION.
 LW0952'
 LW0952'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LW0952'STAMPED---HOPKINTON NO2 1969---,
 LW0952'SET INTO A DRILL HOLE IN EXPOSED BEDROCK.
 LW0952'LOCATED
 LW0952'21.6 METERS (71.0 FT) WEST FROM THE BEDROCK AT THE HIGHEST PART OF
 LW0952'THE HILL,
 LW0952'5.8 METERS (19.0 FT) EAST FROM THE ROCK FENCE,
 LW0952'3.8 METERS (12.5 FT) SOUTH FROM A METAL WITNESS POST.
 LW0952'MARK IS 1.2 METERS BELOW THE STATION.
 LW0952'
 LW0952'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED---HOPKINTON---1969
 LW0952'SET IN A DRILL HOLE IN A FIVE BY SIX FOOT SECTION OF EXPOSED BEDROCK.
 LW0952'LOCATED
 LW0952'14.2 METERS (46.5 FT)  NORTH-NORTHWEST FROM THE CENTERLINE OF I-95
 LW0952'SOUTH, 2.3 METERS (7.5 FT) NORTH-NORTHWEST FROM A TWO FOOT WIDE
 LW0952'DRAINAGE DITCH, 1.8 METERS (5.9 FT) NORTHWEST FROM A METAL WITNESS
 LW0952'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 LW0952'HIGHWAY 3 FOR 0.3 MILES TO THE JUNCTION OF I-95, THENCE WEST ON I-95
 LW0952'FOR 1.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 LW0952
 LW0952                          STATION RECOVERY (1988)
 LW0952
 LW0952'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0952'RECOVERED IN GOOD CONDITION.
 LW0952
 LW0952                          STATION RECOVERY (1989)
 LW0952
 LW0952'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0952'RECOVERED IN GOOD CONDITION.
 LW0952
 LW0952                          STATION RECOVERY (1990)
 LW0952
 LW0952'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0952'RECOVERED IN GOOD CONDITION.
 LW0952
 LW0952                          STATION RECOVERY (1990)
 LW0952
 LW0952'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0951 ***********************************************************************
 LW0951  DESIGNATION -  HOPKINTON RM 1
 LW0951  PID         -  LW0951
 LW0951  STATE/COUNTY-  RI/WASHINGTON
 LW0951  USGS QUAD   -  ASHAWAY (1984)
 LW0951
 LW0951                         *CURRENT SURVEY CONTROL
 LW0951  ___________________________________________________________________
 LW0951* NAD 83(1986)-  41 26 39.     (N)    071 47 15.     (W)     SCALED    
 LW0951* NAVD 88     -        43.194  (meters)     141.71   (feet)  ADJUSTED  
 LW0951  ___________________________________________________________________
 LW0951  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LW0951  DYNAMIC HT  -          43.179 (meters)     141.66  (feet)  COMP
 LW0951  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 LW0951
 LW0951  VERT ORDER  -  SECOND    CLASS 0
 LW0951
 LW0951.The horizontal coordinates were scaled from a topographic map and have
 LW0951.an estimated accuracy of +/- 6 seconds.
 LW0951
 LW0951.The orthometric height was determined by differential leveling
 LW0951.and adjusted by the National Geodetic Survey in June 1991..
 LW0951
 LW0951.The geoid height was determined by GEOID03.
 LW0951
 LW0951.The dynamic height is computed by dividing the NAVD 88
 LW0951.geopotential number by the normal gravity value computed on the
 LW0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0951.degrees latitude (g = 980.6199 gals.).
 LW0951
 LW0951.The modeled gravity was interpolated from observed gravity values.
 LW0951
 LW0951;                    North         East    Units  Estimated Accuracy
 LW0951;SPC RI       -    40,110.       75,970.      MT  (+/- 180 meters Scaled)
 LW0951
 LW0951                          SUPERSEDED SURVEY CONTROL
 LW0951
 LW0951  NGVD 29 (??/??/92)   43.479  (m)          142.65   (f) ADJ UNCH    2 0
 LW0951
 LW0951.Superseded values are not recommended for survey control.
 LW0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0951.See file dsdata.txt to determine how the superseded data were derived.
 LW0951
 LW0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF671918(NAD 83)
 LW0951_MARKER: DR = REFERENCE MARK DISK
 LW0951_SETTING: 66 = SET IN ROCK OUTCROP
 LW0951_SP_SET: ROCK LEDGE
 LW0951_STAMPING: HOPKINTON NO 1 1969
 LW0951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0951+STABILITY: POSITION/ELEVATION WELL
 LW0951
 LW0951  HISTORY     - Date     Condition        Report By
 LW0951  HISTORY     - 1969     MONUMENTED       CGS
 LW0951  HISTORY     - 1984     GOOD             USPSQD
 LW0951  HISTORY     - 1988     GOOD             USPSQD
 LW0951  HISTORY     - 1989     GOOD             USPSQD
 LW0951
 LW0951                          STATION DESCRIPTION
 LW0951
 LW0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0951'1.6 MI N FROM ASHAWAY.
 LW0951'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0951'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, ABOUT 0.3 MILE SOUTH
 LW0951'OF THE STATE HIGHWAY 3 OVERPASS OVER INTERSTATE HIGHWAY 95,
 LW0951'ON THE TOP OF A KNOLL (ROCK COVERED), 24.7 FEET EAST OF THE
 LW0951'STATION MARK DESCRIBED, 40 FEET WEST OF THE HIGHEST PART OF THE
 LW0951'HILL, ON TOP OF THE SAME LEDGE OF ROCK WHICH THE STATION IS SET
 LW0951'IN AND 1 FOOT NORTH OF THE SOUTH EDGE OF THE EXPOSED PORTION OF
 LW0951'THE ROCK.
 LW0951
 LW0951                          STATION RECOVERY (1984)
 LW0951
 LW0951'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0951'RECOVERED IN GOOD CONDITION.
 LW0951
 LW0951                          STATION RECOVERY (1988)
 LW0951
 LW0951'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0951'RECOVERED IN GOOD CONDITION.
 LW0951
 LW0951                          STATION RECOVERY (1989)
 LW0951
 LW0951'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0953 ***********************************************************************
 LW0953  DESIGNATION -  HOPKINTON RM 2
 LW0953  PID         -  LW0953
 LW0953  STATE/COUNTY-  RI/WASHINGTON
 LW0953  USGS QUAD   -  ASHAWAY (1984)
 LW0953
 LW0953                         *CURRENT SURVEY CONTROL
 LW0953  ___________________________________________________________________
 LW0953* NAD 83(1986)-  41 26 39.     (N)    071 47 15.     (W)     SCALED    
 LW0953* NAVD 88     -        41.634  (meters)     136.59   (feet)  ADJUSTED  
 LW0953  ___________________________________________________________________
 LW0953  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LW0953  DYNAMIC HT  -          41.619 (meters)     136.54  (feet)  COMP
 LW0953  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 LW0953
 LW0953  VERT ORDER  -  SECOND    CLASS 0
 LW0953
 LW0953.The horizontal coordinates were scaled from a topographic map and have
 LW0953.an estimated accuracy of +/- 6 seconds.
 LW0953
 LW0953.The orthometric height was determined by differential leveling
 LW0953.and adjusted by the National Geodetic Survey in June 1991..
 LW0953.WARNING-Repeat measurements at this control monument indicate possible
 LW0953.vertical movement.
 LW0953
 LW0953.The geoid height was determined by GEOID03.
 LW0953
 LW0953.The dynamic height is computed by dividing the NAVD 88
 LW0953.geopotential number by the normal gravity value computed on the
 LW0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0953.degrees latitude (g = 980.6199 gals.).
 LW0953
 LW0953.The modeled gravity was interpolated from observed gravity values.
 LW0953
 LW0953;                    North         East    Units  Estimated Accuracy
 LW0953;SPC RI       -    40,110.       75,970.      MT  (+/- 180 meters Scaled)
 LW0953
 LW0953                          SUPERSEDED SURVEY CONTROL
 LW0953
 LW0953  NGVD 29 (??/??/92)   41.921  (m)          137.54   (f) ADJ UNCH    2 0
 LW0953
 LW0953.Superseded values are not recommended for survey control.
 LW0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0953.See file dsdata.txt to determine how the superseded data were derived.
 LW0953
 LW0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF671918(NAD 83)
 LW0953_MARKER: DR = REFERENCE MARK DISK
 LW0953_SETTING: 80 = SET IN A BOULDER
 LW0953_SP_SET: BOULDER
 LW0953_STAMPING: HOPKINTON NO 2 1969
 LW0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0953+STABILITY: SURFACE MOTION
 LW0953
 LW0953  HISTORY     - Date     Condition        Report By
 LW0953  HISTORY     - 1969     MONUMENTED       CGS
 LW0953  HISTORY     - 1987     GOOD             USPSQD
 LW0953  HISTORY     - 1988     GOOD             USPSQD
 LW0953  HISTORY     - 1989     GOOD             USPSQD
 LW0953
 LW0953                          STATION DESCRIPTION
 LW0953
 LW0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0953'1.6 MI N FROM ASHAWAY.
 LW0953'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0953'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, ABOUT 0.3 MILE SOUTH
 LW0953'OF THE STATE HIGHWAY 3 OVERPASS OVER INTERSTATE HIGHWAY 95,
 LW0953'31.0 FEET SOUTHWEST OF THE STATION MARK DESCRIBED, SET IN THE
 LW0953'TOP AND NEAR THE NORTHWEST END OF A BURIED BOULDER WHICH IS 6
 LW0953'FEET LONG, 4 FEET WIDE AND PROJECTS 2 1/2 FEET ABOVE GROUND,
 LW0953'12.6 FEET SOUTHEAST OF A METAL WITNESS POST AND 2 1/2 FEET BELOW
 LW0953'THE STATION MARK.
 LW0953
 LW0953                          STATION RECOVERY (1987)
 LW0953
 LW0953'RECOVERY NOTE BY US POWER SQUADRON 1987
 LW0953'RECOVERED IN GOOD CONDITION.
 LW0953
 LW0953                          STATION RECOVERY (1988)
 LW0953
 LW0953'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0953'RECOVERED IN GOOD CONDITION.
 LW0953
 LW0953                          STATION RECOVERY (1989)
 LW0953
 LW0953'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3300 ***********************************************************************
 LW3300  DESIGNATION -  HORACE
 LW3300  PID         -  LW3300
 LW3300  STATE/COUNTY-  RI/WASHINGTON
 LW3300  USGS QUAD   -  WATCH HILL (1984)
 LW3300
 LW3300                         *CURRENT SURVEY CONTROL
 LW3300  ___________________________________________________________________
 LW3300* NAD 83(1996)-  41 19 38.73287(N)    071 50 47.43824(W)     ADJUSTED  
 LW3300* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW3300  ___________________________________________________________________
 LW3300  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 LW3300  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW3300
 LW3300  HORZ ORDER  -  THIRD
 LW3300
 LW3300.The horizontal coordinates were established by classical geodetic methods
 LW3300.and adjusted by the National Geodetic Survey in August 1998..
 LW3300
 LW3300.The orthometric height was scaled from a topographic map.
 LW3300
 LW3300.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3300
 LW3300.The geoid height was determined by GEOID03.
 LW3300
 LW3300;                    North         East     Units Scale Factor Converg.
 LW3300;SPC RI       -    27,166.149    70,991.173   MT  1.00000410   -0 13 43.8
 LW3300;SPC RI       -    89,127.61    232,910.21   sFT  1.00000410   -0 13 43.8
 LW3300;SPC CT       -   207,668.337   380,436.269   MT  0.99998958   +0 35 56.6
 LW3300;SPC CT       -   681,325.20  1,248,147.99   sFT  0.99998958   +0 35 56.6
 LW3300;UTM  19      - 4,579,014.879   261,780.009   MT  1.00029845   -1 52 50.2
 LW3300
 LW3300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3300!SPC RI       -   1.00000360  x   1.00000410  =   1.00000770
 LW3300!SPC CT       -   1.00000360  x   0.99998958  =   0.99999318
 LW3300!UTM  19      -   1.00000360  x   1.00029845  =   1.00030205
 LW3300
 LW3300|---------------------------------------------------------------------|
 LW3300| PID    Reference Object                     Distance      Geod. Az  |
 LW3300|                                                           dddmmss.s |
 LW3300| CB7802 HORACE RM 2                          40.450 METERS 00731     |
 LW3300| LW3277 FORT HILL NEW TANK                  APPROX. 2.8 KM 0634044.1 |
 LW3300| CB7801 HORACE RM 1                          16.330 METERS 30951     |
 LW3300|---------------------------------------------------------------------|
 LW3300
 LW3300                          SUPERSEDED SURVEY CONTROL
 LW3300
 LW3300  NAD 83(1992)-  41 19 38.73155(N)    071 50 47.43745(W) AD(       ) 3
 LW3300  NAD 83(1986)-  41 19 38.73080(N)    071 50 47.43983(W) AD(       ) 3
 LW3300  NAD 27      -  41 19 38.37500(N)    071 50 49.19400(W) AD(       ) 3
 LW3300
 LW3300.Superseded values are not recommended for survey control.
 LW3300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3300.See file dsdata.txt to determine how the superseded data were derived.
 LW3300
 LW3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6178079015(NAD 83)
 LW3300_MARKER: DS = TRIANGULATION STATION DISK
 LW3300_SETTING: 80 = SET IN A BOULDER
 LW3300_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3300+STABILITY: SURFACE MOTION
 LW3300
 LW3300  HISTORY     - Date     Condition        Report By
 LW3300  HISTORY     - 1934     MONUMENTED       CGS
 LW3300  HISTORY     - 1954     GOOD             CGS
 LW3300  HISTORY     - 1990     GOOD             USPSQD
 LW3300
 LW3300                          STATION DESCRIPTION
 LW3300
 LW3300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3300'THE STATION IS LOCATED ON GRAVES NECK, A LARGE PENINSULA ON THE
 LW3300'E SIDE OF THE PAWCATUCK RIVER, ADJACENT TO COLONEL WILLIES
 LW3300'COVE.  THE PENINSULA IS COVERED WITH BOULDERS.  IT IS MARKED BY
 LW3300'A STANDARD DISC SET IN THE TOP OF A LARGE BOULDER ABOUT ONE FOOT
 LW3300'ABOVE GROUND AND 122 METERS N OF THE SOUTHERN END OF THE
 LW3300'PENINSULA.
 LW3300'
 LW3300'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3300'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO. 1
 LW3300'AND NO. 2 ARE STANDARD BRONZE DISCS SET IN A BOULDER AS DESCRIBED
 LW3300'IN NOTE 11C.
 LW3300'
 LW3300'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN DRILL
 LW3300'HOLES IN TWO LARGE BOULDERS WESTERLY AND NORTHERLY OF THE STATION
 LW3300'RESPECTIVELY.
 LW3300'
 LW3300'IT IS REACHED FROM UNITED STATES HIGHWAY NO. 1--GO 4.2 MILES
 LW3300'SOUTHERLY ON THE WATCH HILL ROAD TO AVONDALE ROAD, TURN RIGHT
 LW3300'AND GO TO FARMHOUSE OF MRS. MARY GARDINER, THEN S THROUGH A
 LW3300'HAYFIELD TO THE HIGHEST PART OF THE POINT.
 LW3300'
 LW3300'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3300
 LW3300                          STATION RECOVERY (1954)
 LW3300
 LW3300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3300'STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD
 LW3300'CONDITION.  DISK OF REFERENCE MARK 1 HAS BEEN REMOVED, BUT THE
 LW3300'IMPRINT OF THE DISK STILL REMAINS IN THE BOULDER.  THE DISTANCE
 LW3300'TO REFERENCE MARK 2 WAS MEASURED WITH A STEEL TAPE AND FOUND TO
 LW3300'BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 LW3300'FOLLOWING ADDITIONS--
 LW3300'
 LW3300'STATION IS NOW REACHED BY AUTOMOBILE BY A ROAD THAT RUNS TO THE
 LW3300'POINT.
 LW3300'
 LW3300'STATION IS 53.4 FT. SW OF POLE NO. 5243, AND 51.5 FT. SE OF
 LW3300'THE NE CORNER OF A BROWN FLAT-ROOFED HOUSE.  STATION MARK IS
 LW3300'STAMPED HORACE 1934.
 LW3300'
 LW3300'REFERENCE MARK 2 IS STAMPED HORACE NO 2 1934.
 LW3300
 LW3300                          STATION RECOVERY (1990)
 LW3300
 LW3300'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2690 ***********************************************************************
 LW2690  DESIGNATION -  HOSPITAL 1956
 LW2690  PID         -  LW2690
 LW2690  STATE/COUNTY-  RI/PROVIDENCE
 LW2690  USGS QUAD   -  PROVIDENCE (1975)
 LW2690
 LW2690                         *CURRENT SURVEY CONTROL
 LW2690  ___________________________________________________________________
 LW2690* NAD 83(1996)-  41 48 42.73012(N)    071 24 32.81608(W)     ADJUSTED  
 LW2690* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 LW2690  ___________________________________________________________________
 LW2690  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 LW2690  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW2690
 LW2690  HORZ ORDER  -  THIRD
 LW2690
 LW2690.The horizontal coordinates were established by classical geodetic methods
 LW2690.and adjusted by the National Geodetic Survey in August 1998..
 LW2690
 LW2690.The orthometric height was scaled from a topographic map.
 LW2690
 LW2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2690
 LW2690.The geoid height was determined by GEOID03.
 LW2690
 LW2690;                    North         East     Units Scale Factor Converg.
 LW2690;SPC RI       -    80,916.585   107,551.935   MT  0.99999445   +0 03 38.1
 LW2690;SPC RI       -   265,473.83    352,859.97   sFT  0.99999445   +0 03 38.1
 LW2690;UTM  19      - 4,631,694.297   299,889.524   MT  1.00009279   -1 36 24.0
 LW2690
 LW2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2690!SPC RI       -   1.00000279  x   0.99999445  =   0.99999724
 LW2690!UTM  19      -   1.00000279  x   1.00009279  =   1.00009558
 LW2690
 LW2690:                Primary Azimuth Mark                     Grid Az
 LW2690:SPC RI       -  PROVIDENCE SUPREME COURT BLDG            006 38 35.1
 LW2690:UTM  19      -  PROVIDENCE SUPREME COURT BLDG            008 18 37.2
 LW2690
 LW2690|---------------------------------------------------------------------|
 LW2690| PID    Reference Object                     Distance      Geod. Az  |
 LW2690|                                                           dddmmss.s |
 LW2690| LW2714 PROVIDENCE SUPREME COURT BLDG       APPROX. 1.5 KM 0064213.2 |
 LW2690| LW2660 PROVIDENCE HOPE ST HS TOWER         APPROX. 2.6 KM 0124206.5 |
 LW2690| LW2712 PROVIDENCE NARRAG ELEC BLK STK      APPROX. 0.7 KM 0164445.3 |
 LW2690| LW2715 PROVIDENCE BROWN UNIV STACK         APPROX. 1.7 KM 0192431.7 |
 LW2690| LW2708 PROVIDENCE NARRAG ELEC BR STK       APPROX. 0.6 KM 0385644.7 |
 LW2690| LW2707 PROVIDENCE RIVER W TRANS TWR        APPROX. 0.6 KM 0455115.6 |
 LW2690| LW2706 PROVIDENCE RIVER E TRANS TWR        APPROX. 0.8 KM 0584959.9 |
 LW2690| LW2634 REHOBOTH TV STATION WJAR MAST       APPROX.11.8 KM 0593640.0 |
 LW2690| LW2713 PROVIDENCE RADIO STA WRIB TWR       APPROX. 2.3 KM 0631350.0 |
 LW2690| LW2711 E PROVIDENCE SEEKONK R N TOWER      APPROX. 1.7 KM 0715107.2 |
 LW2690| LW2667 E PROVIDENCE BOLD PT RAD TWR        APPROX. 1.5 KM 0740808.6 |
 LW2690| LW2710 E PROVIDENCE STANDPIPE              APPROX. 2.1 KM 0751814.0 |
 LW2690| LW2705 E PROVIDENCE SEEKONK R S TOWER      APPROX. 1.7 KM 0753823.8 |
 LW2690| LW2685 FORT HILL                           APPROX. 1.8 KM 0795144.2 |
 LW2690| LW2692 PROVIDENCE SEWAGE DISPOSAL STK      APPROX. 2.4 KM 1400822.2 |
 LW2690|---------------------------------------------------------------------|
 LW2690
 LW2690                          SUPERSEDED SURVEY CONTROL
 LW2690
 LW2690  NAD 83(1996)-  41 48 42.72991(N)    071 24 32.81604(W) AD(       ) 3
 LW2690  NAD 83(1992)-  41 48 42.72867(N)    071 24 32.81526(W) AD(       ) 3
 LW2690  NAD 83(1992)-  41 48 42.72848(N)    071 24 32.81531(W) AD(       ) 3
 LW2690  NAD 83(1986)-  41 48 42.72780(N)    071 24 32.81460(W) AD(       ) 3
 LW2690  NAD 27      -  41 48 42.39500(N)    071 24 34.65100(W) AD(       ) 3
 LW2690
 LW2690.Superseded values are not recommended for survey control.
 LW2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2690.See file dsdata.txt to determine how the superseded data were derived.
 LW2690
 LW2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9989031694(NAD 83)
 LW2690
 LW2690  HISTORY     - Date     Condition        Report By
 LW2690  HISTORY     - 1956     MONUMENTED       CGS
 LW2690
 LW2690                          STATION DESCRIPTION
 LW2690
 LW2690'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2690'STATION IS LOCATED IN THE E CORNER OF THE PENTHOUSE ROOF OF THE
 LW2690'RHODE ISLAND HOSPITAL AT 593 EDDY STREET, PROVIDENCE.
 LW2690'
 LW2690'IT IS MARKED BY A CROSS IN A TRIANGLE, SCORED INTO THE LEAD
 LW2690'FLASHING OVER THE TOP OF THE BRICK PILLAR, IN THE E CORNER OF
 LW2690'THE PARAPET AROUND THE PENTHOUSE ROOF.
 LW2690'
 LW2690'OBJECTS BETWEEN AZIMUTHS OF APPROXIMATELY 4 DEG AND 135 DEG
 LW2690'CANNOT BE OBSERVED WITHOUT BUILDING DUE TO WATER COOLERS OF THE
 LW2690'AIR CONDITIONING SYSTEM.
 LW2690'
 LW2690'THERE ARE NO REFERENCE MARKS.
 LW2690'
 LW2690'THE INSTRUMENT AND SIGNAL WERE 153 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3027 ***********************************************************************
 LW3027  DESIGNATION -  HOUSE CUPOLA BURN
 LW3027  PID         -  LW3027
 LW3027  STATE/COUNTY-  RI/WASHINGTON
 LW3027  USGS QUAD   -  KINGSTON (1975)
 LW3027
 LW3027                         *CURRENT SURVEY CONTROL
 LW3027  ___________________________________________________________________
 LW3027* NAD 83(1996)-  41 22 31.17179(N)    071 32 51.41011(W)     ADJUSTED  
 LW3027* NAVD 88     -                                                        
 LW3027  ___________________________________________________________________
 LW3027  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 LW3027  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LW3027
 LW3027  HORZ ORDER  -  THIRD
 LW3027
 LW3027.The horizontal coordinates were established by classical geodetic methods
 LW3027.and adjusted by the National Geodetic Survey in August 1998..
 LW3027
 LW3027
 LW3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3027
 LW3027.The geoid height was determined by GEOID03.
 LW3027
 LW3027;                    North         East     Units Scale Factor Converg.
 LW3027;SPC RI       -    32,429.057    96,016.830   MT  0.99999395   -0 01 53.3
 LW3027;SPC RI       -   106,394.33    315,015.22   sFT  0.99999395   -0 01 53.3
 LW3027;UTM  19      - 4,583,554.987   286,952.798   MT  1.00015862   -1 41 04.5
 LW3027
 LW3027                          SUPERSEDED SURVEY CONTROL
 LW3027
 LW3027  NAD 83(1996)-  41 22 31.17074(N)    071 32 51.40920(W) AD(       ) 4
 LW3027  NAD 83(1992)-  41 22 31.17029(N)    071 32 51.40954(W) AD(       ) 4
 LW3027  NAD 83(1992)-  41 22 31.16925(N)    071 32 51.40866(W) AD(       ) 4
 LW3027  NAD 83(1986)-  41 22 31.16889(N)    071 32 51.40671(W) AD(       ) 4
 LW3027  NAD 27      -  41 22 30.81000(N)    071 32 53.19000(W) AD(       ) 3
 LW3027
 LW3027.Superseded values are not recommended for survey control.
 LW3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3027.See file dsdata.txt to determine how the superseded data were derived.
 LW3027
 LW3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8695383555(NAD 83)
 LW3027_MARKER: 86 = CUPOLA
 LW3027
 LW3027  HISTORY     - Date     Condition        Report By
 LW3027  HISTORY     - 1939     FIRST OBSERVED   CGS
 LW3027  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3027
 LW3027                          STATION DESCRIPTION
 LW3027
 LW3027'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3027'RECOVERY CANNOT BE MADE UNDER PRESENT CONDITIONS DUE TO LACK OF
 LW3027'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2547 ***********************************************************************
 LW2547  DESIGNATION -  HOUSE RED CUPOLA
 LW2547  PID         -  LW2547
 LW2547  STATE/COUNTY-  RI/KENT
 LW2547  USGS QUAD   -  EAST GREENWICH (1975)
 LW2547
 LW2547                         *CURRENT SURVEY CONTROL
 LW2547  ___________________________________________________________________
 LW2547* NAD 83(1996)-  41 40 31.45152(N)    071 23 23.34106(W)     ADJUSTED  
 LW2547* NAVD 88     -                                                        
 LW2547  ___________________________________________________________________
 LW2547  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW2547  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW2547
 LW2547  HORZ ORDER  -  THIRD
 LW2547
 LW2547.The horizontal coordinates were established by classical geodetic methods
 LW2547.and adjusted by the National Geodetic Survey in August 1998..
 LW2547
 LW2547
 LW2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2547
 LW2547.The geoid height was determined by GEOID03.
 LW2547
 LW2547;                    North         East     Units Scale Factor Converg.
 LW2547;SPC RI       -    65,761.474   109,174.938   MT  0.99999479   +0 04 23.7
 LW2547;SPC RI       -   215,752.44    358,184.78   sFT  0.99999479   +0 04 23.7
 LW2547;UTM  19      - 4,616,496.979   301,071.607   MT  1.00008700   -1 35 22.3
 LW2547
 LW2547                          SUPERSEDED SURVEY CONTROL
 LW2547
 LW2547  NAD 83(1996)-  41 40 31.45107(N)    071 23 23.34106(W) AD(       ) 4
 LW2547  NAD 83(1992)-  41 40 31.44997(N)    071 23 23.34003(W) AD(       ) 4
 LW2547  NAD 83(1992)-  41 40 31.44946(N)    071 23 23.34005(W) AD(       ) 4
 LW2547  NAD 83(1986)-  41 40 31.44984(N)    071 23 23.33922(W) AD(       ) 4
 LW2547  NAD 27      -  41 40 31.07100(N)    071 23 25.16000(W) AD(       ) 3
 LW2547
 LW2547.Superseded values are not recommended for survey control.
 LW2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2547.See file dsdata.txt to determine how the superseded data were derived.
 LW2547
 LW2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0107216497(NAD 83)
 LW2547
 LW2547  HISTORY     - Date     Condition        Report By
 LW2547  HISTORY     - UNK      MONUMENTED
 LW2547  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2547
 LW2547                          STATION DESCRIPTION
 LW2547
 LW2547'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2547'THERE IS NO HOUSE WITH A RED CUPOLA AT THE GIVEN POSITION.  FOUND
 LW2547'SEVERAL MEN WHO HAVE BEEN WELL ACQUAINTED WITH THIS SECTION FOR
 LW2547'MORE THAN 25 YEARS AND NONE COULD RECALL A HOUSE WITH A RED CUPOLA.
 LW2547'
 LW2547'IT MAY HAVE BEEN A HOUSE WITH A RED CHIMNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3508 ***********************************************************************
 LW3508  DESIGNATION -  HOWARD
 LW3508  PID         -  LW3508
 LW3508  STATE/COUNTY-  RI/PROVIDENCE
 LW3508  USGS QUAD   -  CLAYVILLE (1975)
 LW3508
 LW3508                         *CURRENT SURVEY CONTROL
 LW3508  ___________________________________________________________________
 LW3508* NAD 83(1996)-  41 45 25.50828(N)    071 43 02.29489(W)     ADJUSTED  
 LW3508* NAVD 88     -       207.6    (meters)     681.     (feet)  VERTCON   
 LW3508  ___________________________________________________________________
 LW3508  X           -   1,494,852.421 (meters)                     COMP
 LW3508  Y           -  -4,524,599.517 (meters)                     COMP
 LW3508  Z           -   4,225,633.438 (meters)                     COMP
 LW3508  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 LW3508  ELLIP HEIGHT-         177.78  (meters)          (06/13/02) GPS OBS
 LW3508  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LW3508
 LW3508  HORZ ORDER  -  FIRST
 LW3508  ELLP ORDER  -  FOURTH    CLASS II
 LW3508
 LW3508.The horizontal coordinates were established by classical geodetic methods
 LW3508.and adjusted by the National Geodetic Survey in August 1998..
 LW3508
 LW3508.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3508
 LW3508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW3508
 LW3508.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3508
 LW3508.The ellipsoidal height was determined by GPS observations
 LW3508.and is referenced to NAD 83.
 LW3508
 LW3508.The geoid height was determined by GEOID03.
 LW3508
 LW3508;                    North         East     Units Scale Factor Converg.
 LW3508;SPC RI       -    74,850.661    81,927.985   MT  0.99999777   -0 08 41.0
 LW3508;SPC RI       -   245,572.54    268,792.06   sFT  0.99999777   -0 08 41.0
 LW3508;SPC CT       -   255,505.331   390,682.038   MT  0.99999073   +0 41 05.1
 LW3508;SPC CT       -   838,270.41  1,281,762.65   sFT  0.99999073   +0 41 05.1
 LW3508;UTM  19      - 4,626,375.243   274,095.770   MT  1.00022803   -1 48 37.5
 LW3508
 LW3508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3508!SPC RI       -   0.99997212  x   0.99999777  =   0.99996989
 LW3508!SPC CT       -   0.99997212  x   0.99999073  =   0.99996285
 LW3508!UTM  19      -   0.99997212  x   1.00022803  =   1.00020014
 LW3508
 LW3508|---------------------------------------------------------------------|
 LW3508| PID    Reference Object                     Distance      Geod. Az  |
 LW3508|                                                           dddmmss.s |
 LW3508| LW5590 HOWARD RM 1                          28.496 METERS 01422     |
 LW3508| LW3505 CHOPMIST HILL FIRE TOWER            APPROX.10.1 KM 0225205.9 |
 LW3508| LW5588 HOWARD RM 3                          90.297 METERS 07910     |
 LW3508| LW3499 TUNK HILL FIRE TOWER                APPROX. 8.7 KM 0902034.1 |
 LW3508| LW5591 HOWARD RM 2                          23.549 METERS 11304     |
 LW3508| LW1289 DAMIANO                             APPROX. 6.7 KM 3293519.6 |
 LW3508|---------------------------------------------------------------------|
 LW3508
 LW3508                          SUPERSEDED SURVEY CONTROL
 LW3508
 LW3508  ELLIP H (08/17/98)  177.80   (m)                       GP(       ) 4 1
 LW3508  NAD 83(1996)-  41 45 25.50769(N)    071 43 02.29454(W) AD(       ) 1
 LW3508  NAD 83(1992)-  41 45 25.50712(N)    071 43 02.29409(W) AD(       ) 1
 LW3508  ELLIP H (01/17/96)  177.76   (m)                       GP(       ) 4 2
 LW3508  NAD 83(1992)-  41 45 25.50694(N)    071 43 02.29437(W) AD(       ) 1
 LW3508  NAD 83(1986)-  41 45 25.50690(N)    071 43 02.29563(W) AD(       ) 1
 LW3508  NAD 27      -  41 45 25.14879(N)    071 43 04.05004(W) AD(       ) 1
 LW3508  NGVD 29 (07/19/86)  207.8    (m)          682.     (f) VERT ANG       
 LW3508
 LW3508.Superseded values are not recommended for survey control.
 LW3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3508.See file dsdata.txt to determine how the superseded data were derived.
 LW3508
 LW3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7409626375(NAD 83)
 LW3508_MARKER: DH = HORIZONTAL CONTROL DISK
 LW3508_SETTING: 80 = SET IN A BOULDER
 LW3508_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 LW3508_STAMPING: HOWARD 1968
 LW3508_MARK LOGO: CGS   
 LW3508_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3508+STABILITY: SURFACE MOTION
 LW3508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3508+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1989
 LW3508
 LW3508  HISTORY     - Date     Condition        Report By
 LW3508  HISTORY     - 1968     MONUMENTED       CGS
 LW3508  HISTORY     - 1968     GOOD             CGS
 LW3508  HISTORY     - 19890401 GOOD             RIGS
 LW3508
 LW3508                          STATION DESCRIPTION
 LW3508
 LW3508'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3508'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF CLAYVILLE,
 LW3508'1-3/4 MILES SOUTH OF FOSTER CENTER AND ON PROPERTY OWNED BY
 LW3508'MR. F.  W. FALLONE.
 LW3508'
 LW3508'TO REACH THE STATION FROM THE POST OFFICE IN CLAYVILLE, GO
 LW3508'SOUTHWESTERLY ON STATE HIGHWAYS 102 AND 14 FOR 0.75 MILE TO THE
 LW3508'JUNCTION OF STATE HIGHWAYS 102, 14 AND 94.  CONTINUE SOUTHWESTERLY
 LW3508'ON HIGHWAYS 102 AND 14 FOR 1.7 MILES TO A FORK.  TAKE THE RIGHT
 LW3508'FORK AND GO WESTERLY ON A GRAVELED ROAD FOR 0.35 MILE TO A
 LW3508'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.15
 LW3508'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LW3508'
 LW3508'ALL MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN BOULDERS.
 LW3508'
 LW3508'STATION MARK, STAMPED HOWARD 1968 IS SET IN A 1 X 3 FOOT BOULDER
 LW3508'WHICH PROJECTS 8 INCHES.  IT IS 93 FEET EAST OF THE CENTER OF A
 LW3508'GRAVELED ROAD, 79 FEET NORTHWEST OF THE WITNESS POST SET AT RM
 LW3508'2, 57 FEET NORTHEAST OF A METAL WITNESS POST AND 49 FEET SOUTH
 LW3508'OF THE SOUTHEAST CORNER OF A SMALL FRAME BUILDING.
 LW3508'
 LW3508'RM 1, STAMPED HOWARD NO 1 1968 IS SET IN A 1 X 2 FOOT BOULDER
 LW3508'WHICH PROJECTS 1 FOOT.  IT IS 122 FEET EAST OF THE CENTER OF
 LW3508'THE GRAVELED ROAD, 56 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LW3508'THE SMALL FRAME BUILDING AND 47 FEET SOUTHEAST OF THE SOUTHEAST
 LW3508'CORNER OF A GARAGE.
 LW3508'
 LW3508'RM 2, STAMPED HOWARD NO 2 1968 IS SET IN A 1 X 2 FOOT BOULDER
 LW3508'WHICH PROJECTS 1 FOOT.  IT IS 2.9 FEET NORTH OF A METAL WITNESS
 LW3508'POST AND 1.6 FEET SOUTH OF A FENCE.
 LW3508'
 LW3508'RM 3, STAMPED HOWARD NO 3 1968 IS SET IN A 2 X 3 FOOT BOULDER
 LW3508'WHICH PROJECTS 1-1/2 FEET.  IT IS 51 FEET NORTH OF A FENCE AND
 LW3508'2.2 FEET NORTHWEST OF A METAL WITNESS POST.
 LW3508'
 LW3508'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LW3508
 LW3508                          STATION RECOVERY (1968)
 LW3508
 LW3508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LW3508'RECOVERED IN GOOD CONDITION.
 LW3508
 LW3508                          STATION RECOVERY (1989)
 LW3508
 LW3508'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW3508'THE STATION IS LOCATED 3.2 KM (2.00 MI) SOUTHWEST OF CLAYVILLE
 LW3508'CENTER.OWNERSHIP--MR. ROBERT FALLONE, 21 LUTHER ROAD, FOSTER. 401
 LW3508'397-9260.
 LW3508'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 102/14 AND STATE HIGHWAY
 LW3508'94. GO SOUTHWEST 2.7 KM (1.70 MI) ON HIGHWAY 102/14 TO A FORK. TAKE
 LW3508'RIGHT FORK AND GO WEST 0.6 KM (0.35 MI) ON BRIGGS ROAD TO AN
 LW3508'INTERSECTION. TURN RIGHT AND GO NORTH 0.25 KM (0.15 MI) ON LUTHER ROAD
 LW3508'TO THE STATION ON THE RIGHT.
 LW3508'THE STATION IS SET INTO A DRILL HOLE IN A PARTIALLY EXPOSED 0.3 M
 LW3508'(1.0 FT) BY 1.0 M (3.3 FT) BOULDER PROJECTING 0.2 M (0.7 FT). IT IS
 LW3508'28.35 M (93.0 FT) EAST FROM THE CENTER OF LUTHER ROAD, 15.0 M
 LW3508'(49.2 FT) SOUTH FROM THE SOUTHEAST CORNER OF A SMALL FRAME BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2825 ***********************************************************************
 LW2825  DESIGNATION -  HUB A 1940
 LW2825  PID         -  LW2825
 LW2825  STATE/COUNTY-  RI/NEWPORT
 LW2825  USGS QUAD   -  SAKONNET POINT (1970)
 LW2825
 LW2825                         *CURRENT SURVEY CONTROL
 LW2825  ___________________________________________________________________
 LW2825* NAD 83(1996)-  41 28 45.81022(N)    071 10 53.29762(W)     ADJUSTED  
 LW2825* NAVD 88     -         7.66   (+/-2cm)      25.1    (feet)  VERTCON   
 LW2825  ___________________________________________________________________
 LW2825  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LW2825  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2825
 LW2825  HORZ ORDER  -  THIRD
 LW2825  VERT ORDER  -  THIRD ? (See Below)
 LW2825
 LW2825.The horizontal coordinates were established by classical geodetic methods
 LW2825.and adjusted by the National Geodetic Survey in August 1998..
 LW2825
 LW2825.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2825.The vertical order pertains to the NGVD 29 superseded value.
 LW2825
 LW2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2825
 LW2825.The geoid height was determined by GEOID03.
 LW2825
 LW2825;                    North         East     Units Scale Factor Converg.
 LW2825;SPC RI       -    44,034.695   126,604.185   MT  1.00000246   +0 12 39.5
 LW2825;SPC RI       -   144,470.50    415,367.23   sFT  1.00000246   +0 12 39.5
 LW2825;SPC MA M     -   803,295.913   226,605.421   MT  1.00004319   +0 12 50.3
 LW2825;SPC MA M     - 2,635,480.01    743,454.62   sFT  1.00004319   +0 12 50.3
 LW2825;UTM  19      - 4,594,273.467   317,865.153   MT  1.00000826   -1 26 43.1
 LW2825
 LW2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2825!SPC RI       -   1.00000348  x   1.00000246  =   1.00000594
 LW2825!SPC MA M     -   1.00000348  x   1.00004319  =   1.00004667
 LW2825!UTM  19      -   1.00000348  x   1.00000826  =   1.00001174
 LW2825
 LW2825                          SUPERSEDED SURVEY CONTROL
 LW2825
 LW2825  NAD 83(1996)-  41 28 45.81025(N)    071 10 53.29721(W) AD(       ) 3
 LW2825  NAD 83(1992)-  41 28 45.80831(N)    071 10 53.29699(W) AD(       ) 3
 LW2825  NAD 83(1992)-  41 28 45.80822(N)    071 10 53.29668(W) AD(       ) 3
 LW2825  NAD 83(1986)-  41 28 45.80868(N)    071 10 53.29481(W) AD(       ) 3
 LW2825  NAD 27      -  41 28 45.43500(N)    071 10 55.12900(W) AD(       ) 3
 LW2825  NGVD 29 (07/19/86)    7.88   (m)           25.9    (f) LEVELING    3  
 LW2825
 LW2825.Superseded values are not recommended for survey control.
 LW2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2825.See file dsdata.txt to determine how the superseded data were derived.
 LW2825
 LW2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1786594273(NAD 83)
 LW2825_MARKER: Z = SEE DESCRIPTION
 LW2825_SETTING: 0 = UNSPECIFIED SETTING
 LW2825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2825
 LW2825  HISTORY     - Date     Condition        Report By
 LW2825  HISTORY     - 1940     MONUMENTED       USE
 LW2825  HISTORY     - 1943     GOOD             CGS
 LW2825
 LW2825                          STATION DESCRIPTION
 LW2825
 LW2825'DESCRIBED BY US ENGINEERS 1940 (PLB)
 LW2825'HUBS A, B, C AND D ARE POINTS ON A MEASURED BASELINE IN THE
 LW2825'GOVERNMENT RESERVATION OF FORT CHURCH.  THEY ARE ALL U.S.
 LW2825'ENGINEERS SURVEY STATION DISKS, NOT STAMPED, IN 1-FT. SQUARE
 LW2825'CONCRETE POSTS PROJECTING ABOUT 8 IN.
 LW2825'
 LW2825'LOCATED BY TRAVERSE FROM STATION MC FADDEN (U.S.E.).
 LW2825'
 LW2825'THIS IS A TRAVERSE STATION.
 LW2825
 LW2825                          STATION RECOVERY (1943)
 LW2825
 LW2825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2825'THE MARKS WERE RECOVERED AS DESCRIBED EXCEPT THAT HUB B IS LOST OR
 LW2825'COVERED BY EARTH FILL, AND HUB C IS NOW IN THE CENTER OF A SMAL
 LW2825'MOUND ABOUT 2 FT. HIGH BY REASON OF EXCAVATION ON ALL SIDES OF IT.
 LW2825'
 LW2825'THE MARKS DEFINE A SHORT BASELINE IN THE GOVERNMENT RESERVATION OF
 LW2825'FORT CHURCH, AND ABOUT 1-1/2 MI. N OF THE S TIP OF WARREN POINT.
 LW2825'THEY ARE ABOUT 200 YDS W OF THE MAIN HIGHWAY.  ALL ARE SMALL
 LW2825'UPSTAMPED BRONZE DISKS, SET IN 1-FT. SQUARE CONCRETE POSTS THAT
 LW2825'PROJECT ABOUT 8 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0598 ***********************************************************************
 LW0598  DESIGNATION -  HUB A USE
 LW0598  PID         -  LW0598
 LW0598  STATE/COUNTY-  RI/NEWPORT
 LW0598  USGS QUAD   -  SAKONNET POINT (1970)
 LW0598
 LW0598                         *CURRENT SURVEY CONTROL
 LW0598  ___________________________________________________________________
 LW0598* NAD 83(1986)-  41 28 41.     (N)    071 10 42.     (W)     SCALED    
 LW0598* NAVD 88     -         7.653  (meters)      25.11   (feet)  ADJUSTED  
 LW0598  ___________________________________________________________________
 LW0598  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW0598  DYNAMIC HT  -           7.650 (meters)      25.10  (feet)  COMP
 LW0598  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 LW0598
 LW0598  VERT ORDER  -  SECOND    CLASS 0
 LW0598
 LW0598.The horizontal coordinates were scaled from a topographic map and have
 LW0598.an estimated accuracy of +/- 6 seconds.
 LW0598
 LW0598.The orthometric height was determined by differential leveling
 LW0598.and adjusted by the National Geodetic Survey in June 1991..
 LW0598
 LW0598.The geoid height was determined by GEOID03.
 LW0598
 LW0598.The dynamic height is computed by dividing the NAVD 88
 LW0598.geopotential number by the normal gravity value computed on the
 LW0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0598.degrees latitude (g = 980.6199 gals.).
 LW0598
 LW0598.The modeled gravity was interpolated from observed gravity values.
 LW0598
 LW0598;                    North         East    Units  Estimated Accuracy
 LW0598;SPC RI       -    43,890.      126,870.      MT  (+/- 180 meters Scaled)
 LW0598
 LW0598                          SUPERSEDED SURVEY CONTROL
 LW0598
 LW0598  NGVD 29 (??/??/92)    7.880  (m)           25.85   (f) ADJ UNCH    2 0
 LW0598
 LW0598.Superseded values are not recommended for survey control.
 LW0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0598.See file dsdata.txt to determine how the superseded data were derived.
 LW0598
 LW0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF181941(NAD 83)
 LW0598_MARKER: DD = SURVEY DISK
 LW0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0598+STABILITY: SURFACE MOTION
 LW0598
 LW0598  HISTORY     - Date     Condition        Report By
 LW0598  HISTORY     - UNK      MONUMENTED       DOD
 LW0598  HISTORY     - 1943     GOOD             NGS
 LW0598  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0598
 LW0598                          STATION DESCRIPTION
 LW0598
 LW0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0598'3.1 MI SW FROM FORT CHURCH.
 LW0598'3.1 MILES SOUTHWEST OF THE POST OFFICE AT LITTLE COMPTON, NEWPORT
 LW0598'COUNTY, AT FORT CHURCH, AT BATTERY GREY, 75 FEET SOUTH-SOUTHEAST
 LW0598'OF THE EAST END OF THE BATTERY WALL, 42 FEET WEST OF A STONE
 LW0598'FENCE, AND IN THE UNDERBRUSH.  A CORPS OF ENGINEERS, U.S. ARMY,
 LW0598'STANDARD DISK, UNSTAMPED AND SET IN THE TOP OF A CONCRETE POST.
 LW0598
 LW0598                          STATION RECOVERY (1969)
 LW0598
 LW0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2826 ***********************************************************************
 LW2826  DESIGNATION -  HUB B 1940
 LW2826  PID         -  LW2826
 LW2826  STATE/COUNTY-  RI/NEWPORT
 LW2826  USGS QUAD   -  SAKONNET POINT (1970)
 LW2826
 LW2826                         *CURRENT SURVEY CONTROL
 LW2826  ___________________________________________________________________
 LW2826* NAD 83(1996)-  41 28 45.64697(N)    071 10 55.78385(W)     ADJUSTED  
 LW2826* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW2826  ___________________________________________________________________
 LW2826  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LW2826  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2826
 LW2826  HORZ ORDER  -  SECOND
 LW2826
 LW2826.The horizontal coordinates were established by classical geodetic methods
 LW2826.and adjusted by the National Geodetic Survey in August 1998..
 LW2826
 LW2826.The orthometric height was scaled from a topographic map.
 LW2826
 LW2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2826
 LW2826.The geoid height was determined by GEOID03.
 LW2826
 LW2826;                    North         East     Units Scale Factor Converg.
 LW2826;SPC RI       -    44,029.447   126,546.521   MT  1.00000242   +0 12 37.9
 LW2826;SPC RI       -   144,453.28    415,178.04   sFT  1.00000242   +0 12 37.9
 LW2826;SPC MA M     -   803,290.661   226,547.755   MT  1.00004320   +0 12 48.6
 LW2826;SPC MA M     - 2,635,462.78    743,265.43   sFT  1.00004320   +0 12 48.6
 LW2826;UTM  19      - 4,594,269.887   317,807.361   MT  1.00000852   -1 26 44.7
 LW2826
 LW2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2826!SPC RI       -   1.00000346  x   1.00000242  =   1.00000588
 LW2826!SPC MA M     -   1.00000346  x   1.00004320  =   1.00004666
 LW2826!UTM  19      -   1.00000346  x   1.00000852  =   1.00001198
 LW2826
 LW2826                          SUPERSEDED SURVEY CONTROL
 LW2826
 LW2826  NAD 83(1996)-  41 28 45.64700(N)    071 10 55.78344(W) AD(       ) 2
 LW2826  NAD 83(1992)-  41 28 45.64506(N)    071 10 55.78322(W) AD(       ) 2
 LW2826  NAD 83(1992)-  41 28 45.64497(N)    071 10 55.78291(W) AD(       ) 2
 LW2826  NAD 83(1986)-  41 28 45.64545(N)    071 10 55.78100(W) AD(       ) 2
 LW2826  NAD 27      -  41 28 45.27200(N)    071 10 57.61500(W) AD(       ) 2
 LW2826
 LW2826.Superseded values are not recommended for survey control.
 LW2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2826.See file dsdata.txt to determine how the superseded data were derived.
 LW2826
 LW2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1780794270(NAD 83)
 LW2826_MARKER: Z = SEE DESCRIPTION
 LW2826_SETTING: 0 = UNSPECIFIED SETTING
 LW2826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2826
 LW2826  HISTORY     - Date     Condition        Report By
 LW2826  HISTORY     - 1940     MONUMENTED       USE
 LW2826  HISTORY     - 1943     GOOD             CGS
 LW2826
 LW2826                          STATION DESCRIPTION
 LW2826
 LW2826'DESCRIBED BY US ENGINEERS 1940 (PLB)
 LW2826'HUBS A, B, C AND D ARE POINTS ON A MEASURED BASELINE IN THE
 LW2826'GOVERNMENT RESERVATION OF FORT CHURCH.  THEY ARE ALL U.S.
 LW2826'ENGINEERS SURVEY STATION DISKS, NOT STAMPED, IN 1-FT. SQUARE
 LW2826'CONCRETE POSTS PROJECTING ABOUT 8 IN.
 LW2826'
 LW2826'LOCATED BY TRAVERSE FROM STATION MC FADDEN (U.S.E.).
 LW2826'
 LW2826'THIS IS A TRAVERSE STATION.
 LW2826
 LW2826                          STATION RECOVERY (1943)
 LW2826
 LW2826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2826'THE MARKS WERE RECOVERED AS DESCRIBED EXCEPT THAT HUB B IS LOST OR
 LW2826'COVERED BY EARTH FILL, AND HUB C IS NOW IN THE CENTER OF A SMALL
 LW2826'MOUND ABOUT 2 FT. HIGH BY REASON OF EXCAVATION ON ALL SIDES OF IT.
 LW2826'
 LW2826'THE MARKS DEFINE A SHORT BASELINE IN THE GOVERNMENT RESERVATION OF
 LW2826'FORT CHURCH, AND ABOUT 1-1/2 MI. N OF THE S TIP OF WARREN POINT.
 LW2826'THEY ARE ABOUT 200 YDS. W OF THE MAIN HIGHWAY.  ALL ARE SMALL
 LW2826'UNSTAMPED BRONZE DISKS, SET IN 1-FT. SQUARE CONCRETE POSTS THAT
 LW2826'PROJECT ABOUT 8 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2827 ***********************************************************************
 LW2827  DESIGNATION -  HUB C 1940
 LW2827  PID         -  LW2827
 LW2827  STATE/COUNTY-  RI/NEWPORT
 LW2827  USGS QUAD   -  SAKONNET POINT (1970)
 LW2827
 LW2827                         *CURRENT SURVEY CONTROL
 LW2827  ___________________________________________________________________
 LW2827* NAD 83(1996)-  41 28 45.38062(N)    071 10 59.84018(W)     ADJUSTED  
 LW2827* NAVD 88     -         6.09   (+/-2cm)      20.0    (feet)  VERTCON   
 LW2827  ___________________________________________________________________
 LW2827  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LW2827  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2827
 LW2827  HORZ ORDER  -  THIRD
 LW2827  VERT ORDER  -  THIRD ? (See Below)
 LW2827
 LW2827.The horizontal coordinates were established by classical geodetic methods
 LW2827.and adjusted by the National Geodetic Survey in August 1998..
 LW2827
 LW2827.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2827.The vertical order pertains to the NGVD 29 superseded value.
 LW2827
 LW2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2827
 LW2827.The geoid height was determined by GEOID03.
 LW2827
 LW2827;                    North         East     Units Scale Factor Converg.
 LW2827;SPC RI       -    44,020.884   126,452.442   MT  1.00000236   +0 12 35.2
 LW2827;SPC RI       -   144,425.18    414,869.39   sFT  1.00000236   +0 12 35.2
 LW2827;SPC MA M     -   803,282.094   226,453.673   MT  1.00004321   +0 12 45.9
 LW2827;SPC MA M     - 2,635,434.67    742,956.76   sFT  1.00004321   +0 12 45.9
 LW2827;UTM  19      - 4,594,264.048   317,713.073   MT  1.00000894   -1 26 47.4
 LW2827
 LW2827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2827!SPC RI       -   1.00000373  x   1.00000236  =   1.00000609
 LW2827!SPC MA M     -   1.00000373  x   1.00004321  =   1.00004694
 LW2827!UTM  19      -   1.00000373  x   1.00000894  =   1.00001267
 LW2827
 LW2827                          SUPERSEDED SURVEY CONTROL
 LW2827
 LW2827  NAD 83(1996)-  41 28 45.38065(N)    071 10 59.83977(W) AD(       ) 3
 LW2827  NAD 83(1992)-  41 28 45.37871(N)    071 10 59.83955(W) AD(       ) 3
 LW2827  NAD 83(1992)-  41 28 45.37861(N)    071 10 59.83924(W) AD(       ) 3
 LW2827  NAD 83(1986)-  41 28 45.37911(N)    071 10 59.83729(W) AD(       ) 3
 LW2827  NAD 27      -  41 28 45.00600(N)    071 11 01.67100(W) AD(       ) 3
 LW2827  NGVD 29 (07/19/86)    6.31   (m)           20.7    (f) LEVELING    3  
 LW2827
 LW2827.Superseded values are not recommended for survey control.
 LW2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2827.See file dsdata.txt to determine how the superseded data were derived.
 LW2827
 LW2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1771394264(NAD 83)
 LW2827_MARKER: Z = SEE DESCRIPTION
 LW2827_SETTING: 0 = UNSPECIFIED SETTING
 LW2827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2827
 LW2827  HISTORY     - Date     Condition        Report By
 LW2827  HISTORY     - 1940     MONUMENTED       USE
 LW2827  HISTORY     - 1943     GOOD             CGS
 LW2827
 LW2827                          STATION DESCRIPTION
 LW2827
 LW2827'DESCRIBED BY US ENGINEERS 1940 (PLB)
 LW2827'HUBS A, B, C AND D ARE POINTS ON A MEASURED BASELINE IN THE
 LW2827'GOVERNMENT RESERVATION OF FORT CHURCH.  THEY ARE ALL U.S.
 LW2827'ENGINEERS SURVEY STATION DISKS, NOT STAMPED, IN 1-FT. SQUARE
 LW2827'CONCRETE POSTS PROJECTING ABOUT 8 IN.
 LW2827'
 LW2827'LOCATED BY TRAVERSE FROM STATION MC FADDEN (U.S.E.).
 LW2827'
 LW2827'THIS IS A TRAVERSE STATION.
 LW2827
 LW2827                          STATION RECOVERY (1943)
 LW2827
 LW2827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2827'THE MARKS WERE RECOVERED AS DESCRIBED EXCEPT THAT HUB B IS LOST OR
 LW2827'COVERED BY EARTH FILL, AND HUB C IS NOW IN THE CENTER OF A SMALL
 LW2827'MOUND ABOUT 2 FT. HIGH BY REASON OF EXCAVATION ON ALL SIDES OF IT.
 LW2827'
 LW2827'THE MARKS DEFINE A SHORT BASELINE IN THE GOVERNMENT RESERVATION OF
 LW2827'FORT CHURCH, AND ABOUT 1-1/2 MI. N OF THE S TIP WARREN POINT.
 LW2827'THEY ARE ABOUT 200 YDS. W OF THE MAIN HIGHWAY.  ALL ARE SMALL
 LW2827'UNSTAMPED BRONZE DISKS, SET IN 1-FT. SQUARE CONCRETE POSTS THAT
 LW2827'PROJECT ABOUT 8 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0599 ***********************************************************************
 LW0599  DESIGNATION -  HUB C USE
 LW0599  PID         -  LW0599
 LW0599  STATE/COUNTY-  RI/NEWPORT
 LW0599  USGS QUAD   -  SAKONNET POINT (1970)
 LW0599
 LW0599                         *CURRENT SURVEY CONTROL
 LW0599  ___________________________________________________________________
 LW0599* NAD 83(1986)-  41 28 39.     (N)    071 10 46.     (W)     SCALED    
 LW0599* NAVD 88     -         6.080  (meters)      19.95   (feet)  ADJUSTED  
 LW0599  ___________________________________________________________________
 LW0599  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW0599  DYNAMIC HT  -           6.078 (meters)      19.94  (feet)  COMP
 LW0599  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 LW0599
 LW0599  VERT ORDER  -  SECOND    CLASS 0
 LW0599
 LW0599.The horizontal coordinates were scaled from a topographic map and have
 LW0599.an estimated accuracy of +/- 6 seconds.
 LW0599
 LW0599.The orthometric height was determined by differential leveling
 LW0599.and adjusted by the National Geodetic Survey in June 1991..
 LW0599
 LW0599.The geoid height was determined by GEOID03.
 LW0599
 LW0599.The dynamic height is computed by dividing the NAVD 88
 LW0599.geopotential number by the normal gravity value computed on the
 LW0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0599.degrees latitude (g = 980.6199 gals.).
 LW0599
 LW0599.The modeled gravity was interpolated from observed gravity values.
 LW0599
 LW0599;                    North         East    Units  Estimated Accuracy
 LW0599;SPC RI       -    43,830.      126,770.      MT  (+/- 180 meters Scaled)
 LW0599
 LW0599                          SUPERSEDED SURVEY CONTROL
 LW0599
 LW0599  NGVD 29 (??/??/92)    6.307  (m)           20.69   (f) ADJ UNCH    2 0
 LW0599
 LW0599.Superseded values are not recommended for survey control.
 LW0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0599.See file dsdata.txt to determine how the superseded data were derived.
 LW0599
 LW0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF180940(NAD 83)
 LW0599_MARKER: DD = SURVEY DISK
 LW0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0599_SP_SET: SQUARE CONCRETE BLOCK
 LW0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0599
 LW0599  HISTORY     - Date     Condition        Report By
 LW0599  HISTORY     - UNK      MONUMENTED       DOD
 LW0599  HISTORY     - 1943     GOOD             NGS
 LW0599  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0599
 LW0599                          STATION DESCRIPTION
 LW0599
 LW0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0599'AT FT CHURCH.
 LW0599'AT FORT CHURCH, NEWPORT COUNTY, AT BATTERY GREY, AND 20 FEET
 LW0599'EAST AND 60 FEET SOUTH OF THE EAST END OF THE SOUTH CONCRETE
 LW0599'WALL OF AN EMPLACEMENT.  A CORPS OF ENGINEERS, U.S. ARMY,
 LW0599'STANDARD DISK, UNSTAMPED AND SET IN THE TOP OF A 1-FOOT SQUARE
 LW0599'CONCRETE BLOCK PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- IT
 LW0599'WAS REPORTED IN NOVEMBER 1943 THAT THE MARK IS NOW IN THE CENTER
 LW0599'OF A 2-FOOT HIGH MOUND BY REASON OF EXCAVATION ON ALL SIDES OF
 LW0599'THE CONCRETE BLOCK.
 LW0599
 LW0599                          STATION RECOVERY (1969)
 LW0599
 LW0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2828 ***********************************************************************
 LW2828  DESIGNATION -  HUB D 1940
 LW2828  PID         -  LW2828
 LW2828  STATE/COUNTY-  RI/NEWPORT
 LW2828  USGS QUAD   -  SAKONNET POINT (1970)
 LW2828
 LW2828                         *CURRENT SURVEY CONTROL
 LW2828  ___________________________________________________________________
 LW2828* NAD 83(1996)-  41 28 45.21735(N)    071 11 02.32529(W)     ADJUSTED  
 LW2828* NAVD 88     -         4.77   (+/-2cm)      15.6    (feet)  VERTCON   
 LW2828  ___________________________________________________________________
 LW2828  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LW2828  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2828
 LW2828  HORZ ORDER  -  THIRD
 LW2828  VERT ORDER  -  THIRD ? (See Below)
 LW2828
 LW2828.The horizontal coordinates were established by classical geodetic methods
 LW2828.and adjusted by the National Geodetic Survey in August 1998..
 LW2828
 LW2828.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2828.The vertical order pertains to the NGVD 29 superseded value.
 LW2828
 LW2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2828
 LW2828.The geoid height was determined by GEOID03.
 LW2828
 LW2828;                    North         East     Units Scale Factor Converg.
 LW2828;SPC RI       -    44,015.637   126,394.804   MT  1.00000232   +0 12 33.5
 LW2828;SPC RI       -   144,407.97    414,680.29   sFT  1.00000232   +0 12 33.5
 LW2828;SPC MA M     -   803,276.843   226,396.033   MT  1.00004322   +0 12 44.2
 LW2828;SPC MA M     - 2,635,417.44    742,767.65   sFT  1.00004322   +0 12 44.2
 LW2828;UTM  19      - 4,594,260.468   317,655.307   MT  1.00000920   -1 26 49.0
 LW2828
 LW2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2828!SPC RI       -   1.00000393  x   1.00000232  =   1.00000625
 LW2828!SPC MA M     -   1.00000393  x   1.00004322  =   1.00004715
 LW2828!UTM  19      -   1.00000393  x   1.00000920  =   1.00001313
 LW2828
 LW2828                          SUPERSEDED SURVEY CONTROL
 LW2828
 LW2828  NAD 83(1996)-  41 28 45.21738(N)    071 11 02.32488(W) AD(       ) 3
 LW2828  NAD 83(1992)-  41 28 45.21544(N)    071 11 02.32466(W) AD(       ) 3
 LW2828  NAD 83(1992)-  41 28 45.21534(N)    071 11 02.32435(W) AD(       ) 3
 LW2828  NAD 83(1986)-  41 28 45.21586(N)    071 11 02.32235(W) AD(       ) 3
 LW2828  NAD 27      -  41 28 44.84300(N)    071 11 04.15600(W) AD(       ) 3
 LW2828  NGVD 29 (07/19/86)    4.99   (m)           16.4    (f) LEVELING    3  
 LW2828
 LW2828.Superseded values are not recommended for survey control.
 LW2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2828.See file dsdata.txt to determine how the superseded data were derived.
 LW2828
 LW2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1765594260(NAD 83)
 LW2828_MARKER: Z = SEE DESCRIPTION
 LW2828_SETTING: 0 = UNSPECIFIED SETTING
 LW2828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2828
 LW2828  HISTORY     - Date     Condition        Report By
 LW2828  HISTORY     - 1940     MONUMENTED       USE
 LW2828  HISTORY     - 1943     GOOD             CGS
 LW2828
 LW2828                          STATION DESCRIPTION
 LW2828
 LW2828'DESCRIBED BY US ENGINEERS 1940 (PLB)
 LW2828'HUBS A, B, C AND D ARE POINTS ON A MEASURED BASELINE IN THE
 LW2828'GOVERNMENT RESERVATION OF FORT CHURCH.  THEY ARE ALL U.S.
 LW2828'ENGINEERS SURVEY STATION DISKS, NOT STAMPED, IN 1-FT. SQUARE
 LW2828'CONCRETE POSTS PROJECTING ABOUT 8 IN.
 LW2828'
 LW2828'LOCATED BY TRAVERSE FROM STATION MC FADDEN (U.S.E.).
 LW2828'
 LW2828'THIS IS A TRAVERSE STATION.
 LW2828
 LW2828                          STATION RECOVERY (1943)
 LW2828
 LW2828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2828'THE MARKS WERE RECOVERED AS DESCRIBED EXCEPT THAT HUB B IS LOST OR
 LW2828'COVERED BY EARTH FILL, AND HUB C IS NOW IN THE CENTER OF A SMALL
 LW2828'MOUND ABOUT 2 FT. HIGH BY REASON OF EXCAVATION ON ALL SIDES OF IT.
 LW2828'
 LW2828'THE MARKS DEFINE A SHORT BASELINE IN THE GOVERNMENT RESERVATION OF
 LW2828'FORT CHURCH, AND ABOUT 1-1/2 MI. N OF THE S TIP OF WARREN POINT.
 LW2828'THEY ARE ABOUT 200 YDS. W OF THE MAIN HIGHWAY.  ALL ARE SMALL
 LW2828'UNSTAMPED BRONZE DISKS, SET IN 1-FT. SQUARE CONCRETE POSTS THAT
 LW2828'PROJECT ABOUT 8 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0600 ***********************************************************************
 LW0600  DESIGNATION -  HUB D USE
 LW0600  PID         -  LW0600
 LW0600  STATE/COUNTY-  RI/NEWPORT
 LW0600  USGS QUAD   -  SAKONNET POINT (1970)
 LW0600
 LW0600                         *CURRENT SURVEY CONTROL
 LW0600  ___________________________________________________________________
 LW0600* NAD 83(1986)-  41 28 39.     (N)    071 10 46.     (W)     SCALED    
 LW0600* NAVD 88     -         4.763  (meters)      15.63   (feet)  ADJUSTED  
 LW0600  ___________________________________________________________________
 LW0600  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW0600  DYNAMIC HT  -           4.762 (meters)      15.62  (feet)  COMP
 LW0600  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 LW0600
 LW0600  VERT ORDER  -  SECOND    CLASS 0
 LW0600
 LW0600.The horizontal coordinates were scaled from a topographic map and have
 LW0600.an estimated accuracy of +/- 6 seconds.
 LW0600
 LW0600.The orthometric height was determined by differential leveling
 LW0600.and adjusted by the National Geodetic Survey in June 1991..
 LW0600
 LW0600.The geoid height was determined by GEOID03.
 LW0600
 LW0600.The dynamic height is computed by dividing the NAVD 88
 LW0600.geopotential number by the normal gravity value computed on the
 LW0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0600.degrees latitude (g = 980.6199 gals.).
 LW0600
 LW0600.The modeled gravity was interpolated from observed gravity values.
 LW0600
 LW0600;                    North         East    Units  Estimated Accuracy
 LW0600;SPC RI       -    43,830.      126,770.      MT  (+/- 180 meters Scaled)
 LW0600
 LW0600                          SUPERSEDED SURVEY CONTROL
 LW0600
 LW0600  NGVD 29 (??/??/92)    4.990  (m)           16.37   (f) ADJ UNCH    2 0
 LW0600
 LW0600.Superseded values are not recommended for survey control.
 LW0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0600.See file dsdata.txt to determine how the superseded data were derived.
 LW0600
 LW0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF180940(NAD 83)
 LW0600_MARKER: DD = SURVEY DISK
 LW0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0600_SP_SET: SQUARE CONCRETE BLOCK
 LW0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0600
 LW0600  HISTORY     - Date     Condition        Report By
 LW0600  HISTORY     - UNK      MONUMENTED       DOD
 LW0600  HISTORY     - 1943     GOOD             NGS
 LW0600  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0600
 LW0600                          STATION DESCRIPTION
 LW0600
 LW0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0600'AT FT CHURCH.
 LW0600'AT FORT CHURCH, NEWPORT COUNTY, AT BATTERY GREY, AND 25 FEET WEST AND
 LW0600'60 FEET SOUTH OF THE WEST END OF THE SOUTH CONCRETE WALL OF AN
 LW0600'EMPLACEMENT.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 LW0600'UNSTAMPED AND SET IN THE TOP OF A 1-FOOT SQUARE CONCRETE BLOCK
 LW0600'PROJECTING 1 FOOT ABOVE GROUND.
 LW0600
 LW0600                          STATION RECOVERY (1969)
 LW0600
 LW0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2519 ***********************************************************************
 LW2519  DESIGNATION -  HULL
 LW2519  PID         -  LW2519
 LW2519  STATE/COUNTY-  RI/NEWPORT
 LW2519  USGS QUAD   -  WICKFORD (1995)
 LW2519
 LW2519                         *CURRENT SURVEY CONTROL
 LW2519  ___________________________________________________________________
 LW2519* NAD 83(1996)-  41 32 14.39455(N)    071 22 34.54212(W)     ADJUSTED  
 LW2519* NAVD 88     -        43.0    (meters)     141.     (feet)  VERTCON   
 LW2519  ___________________________________________________________________
 LW2519  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LW2519  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2519
 LW2519  HORZ ORDER  -  FIRST
 LW2519
 LW2519.The horizontal coordinates were established by classical geodetic methods
 LW2519.and adjusted by the National Geodetic Survey in August 1998..
 LW2519
 LW2519.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2519
 LW2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2519
 LW2519.The geoid height was determined by GEOID03.
 LW2519
 LW2519;                    North         East     Units Scale Factor Converg.
 LW2519;SPC RI       -    50,428.110   110,325.675   MT  0.99999506   +0 04 55.4
 LW2519;SPC RI       -   165,446.22    361,960.15   sFT  0.99999506   +0 04 55.4
 LW2519;UTM  19      - 4,601,135.321   301,777.597   MT  1.00008356   -1 34 34.4
 LW2519
 LW2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2519!SPC RI       -   0.99999796  x   0.99999506  =   0.99999302
 LW2519!UTM  19      -   0.99999796  x   1.00008356  =   1.00008152
 LW2519
 LW2519|---------------------------------------------------------------------|
 LW2519| PID    Reference Object                     Distance      Geod. Az  |
 LW2519|                                                           dddmmss.s |
 LW2519| CB7805 HULL RM 3                            20.728 METERS 00642     |
 LW2519| CB7803 HULL RM 1                             7.755 METERS 00839     |
 LW2519| LW2349 MT HOPE BRIDGE NORTH TOWER          APPROX.15.1 KM 0401256.4 |
 LW2519| LW2348 MT HOPE BRIDGE SOUTH TOWER          APPROX.15.0 KM 0412836.5 |
 LW2519| LW2428 MELVILLE RAYTHEON MFG CO TANK       APPROX. 8.9 KM 0622302.1 |
 LW2519| LW2416 PORTSMOUTH CHECKERED STANDPIPE      APPROX.11.4 KM 0625318.4 |
 LW2519| LW2383 S PORTSMOUTH NEWPORT STANDPIPE      APPROX. 9.2 KM 0873038.2 |
 LW2519| LW2379 GOULD ISLAND TANK                   APPROX. 2.7 KM 0982837.5 |
 LW2519| LW2374 GOULD ISLAND BEACON                 APPROX. 2.8 KM 1080512.9 |
 LW2519| LW2439 MEMO 1932                           APPROX. 6.3 KM 1175045.0 |
 LW2519| LW2859 NEWPORT ST GEORGES NW SPIRE         APPROX.10.0 KM 1203303.3 |
 LW2519| LW2436 NEWPORT NAVAL TRAIN STA FLAG        APPROX. 5.2 KM 1295804.1 |
 LW2519| LW2445 NEWPORT NAVAL COLL CUPOLA           APPROX. 5.1 KM 1302443.6 |
 LW2519| LW2430 COASTERS HARBOR IS LT ON ROCK       APPROX. 5.7 KM 1321944.4 |
 LW2519| LW2448 GULL ROCKS BEACON                   APPROX. 5.3 KM 1370254.3 |
 LW2519| LW2857 NEWPORT WATERFRONT TALL STACK       APPROX. 8.1 KM 1410725.0 |
 LW2519| CB7804 HULL RM 2                            14.494 METERS 17805     |
 LW2519| LW2523 N KINGSTOWN STANDPIPE 3             APPROX. 4.4 KM 2483307.1 |
 LW2519| LW2520 PLUM BEACH LIGHTHOUSE               APPROX. 2.5 KM 2520215.3 |
 LW2519| LW2481 LAFAYETTE CHRIST CH SPIRE           APPROX.10.0 KM 2941242.9 |
 LW2519| LW2484 WICKFORD NORTH KINGSTOWN SPIPE      APPROX. 8.4 KM 2994956.1 |
 LW2519| LW2477 WICKFORD EPISCOPAL CH SPIRE         APPROX. 7.2 KM 3014926.6 |
 LW2519| LW2502 DAVISVILLE CB TANK 5                APPROX.10.8 KM 3125227.6 |
 LW2519| LW2499 DAVISVILLE CB TANK 4                APPROX.11.2 KM 3151608.1 |
 LW2519| LW2489 QUONSET NAVAL AIR STA S TANK        APPROX. 6.9 KM 3273235.1 |
 LW2519| LW2496 QUONSET NAVAL AIR STA N TANK        APPROX. 7.6 KM 3291209.4 |
 LW2519| LW2498 QUONSET NAS RADAR DOME              APPROX. 7.2 KM 3295852.3 |
 LW2519| LW2503 CAMP ENDICOTT ELEVATED TANK         APPROX. 9.3 KM 3375106.2 |
 LW2519|---------------------------------------------------------------------|
 LW2519
 LW2519                          SUPERSEDED SURVEY CONTROL
 LW2519
 LW2519  NAD 83(1996)-  41 32 14.39400(N)    071 22 34.54154(W) AD(       ) 1
 LW2519  NAD 83(1992)-  41 32 14.39300(N)    071 22 34.54139(W) AD(       ) 1
 LW2519  NAD 83(1992)-  41 32 14.39243(N)    071 22 34.54115(W) AD(       ) 1
 LW2519  NAD 83(1986)-  41 32 14.39234(N)    071 22 34.53971(W) AD(       ) 1
 LW2519  NAD 27      -  41 32 14.02437(N)    071 22 36.34436(W) AD(       ) 1
 LW2519  NGVD 29 (07/19/86)   43.3    (m)          142.     (f) VERT ANG       
 LW2519
 LW2519.Superseded values are not recommended for survey control.
 LW2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2519.See file dsdata.txt to determine how the superseded data were derived.
 LW2519
 LW2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0177801135(NAD 83)
 LW2519
 LW2519  HISTORY     - Date     Condition        Report By
 LW2519  HISTORY     - 1868     MONUMENTED       CGS
 LW2519  HISTORY     - 1915     SEE DESCRIPTION  CGS
 LW2519  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LW2519  HISTORY     - 1943     SEE DESCRIPTION  CGS
 LW2519  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2519  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2519  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2519
 LW2519                          STATION DESCRIPTION
 LW2519
 LW2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 LW2519'STATION IS ON THE SUMMIT OF A HILL OR RIDGE OF CONANICUT ISLAND,
 LW2519'NARRAGANSETT BAY, ABOUT 2-1/2 MILES FROM THE N END OF THE
 LW2519'ISLAND.  THE STATION IS ON THE W SIDE OF THE ROAD RUNNING N AND S
 LW2519'THROUGH THE CENTER OF THE ISLAND AND IS ABOUT MIDWAY BETWEEN
 LW2519'THE E AND W SHORES.  IT IS ON A BARE, FLAT LEDGE OF ROCK AND
 LW2519'IS MARKED BY A STANDARD BRASS DISK SET IN A HOLE DRILLED IN
 LW2519'THE ROCK.  A STANDARD REFERENCE DISK IS SIMILARLY SET AT AN
 LW2519'UNSTATED DISTANCE TO THE NNE.  THERE IS A SCHOOLHOUSE ON
 LW2519'THE RIDGE ABOUT 150 METERS TO THE NE AND AN EPISCOPAL CHURCH
 LW2519'THE SAME DISTANCE TO THE SE.  THE OLD STATION BATTY WAS 40.8
 LW2519'METERS (133.9 FEET) S (TRUE) FROM THIS STATION.
 LW2519
 LW2519                          STATION RECOVERY (1932)
 LW2519
 LW2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2519'STATION RECOVERED AS DESCRIBED EXCEPT THE SCHOOLHOUSE MENTIONED
 LW2519'IN THE DESCRIPTION HAS BEEN CONVERTED INTO A RESIDENCE.  THE
 LW2519'DISTANCE TO THE REFERENCE MARK IS 7.76 METERS, THE AZIMUTH IS
 LW2519'193 DEG 36 MIN 00 SEC.
 LW2519
 LW2519                          STATION RECOVERY (1943)
 LW2519
 LW2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2519'STATION RECOVERED AND IN GOOD CONDITION.
 LW2519'
 LW2519'THE PREVIOUS DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING
 LW2519'CHANGE.  THE SCHOOLHOUSE AND EPISCOPAL CHURCH HAVE BEEN
 LW2519'REMOVED.  THE STATION IS ABOUT 50 FEET N, 300 FEET UP A ROAD
 LW2519'LEADING W FROM THE ROAD RUNNING N AND S THROUGH THE CENTER OF
 LW2519'THE ISLAND.  IT IS APPROXIMATELY 300 FEET SW OF AN ARMY BARRACK
 LW2519'AND APPROXIMATELY 20 FEET N OF A SMALL PLANE SPOTTERS
 LW2519'OBSERVATION SHACK.
 LW2519
 LW2519                          STATION RECOVERY (1944)
 LW2519
 LW2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2519'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF THE
 LW2519'SMALL PLANE SPOTTERS SHACK WHICH NO LONGER EXISTS.  THE STATION
 LW2519'IS APPROXIMATELY 300 FEET SW OF AN ABANDONED ARMY BARRACKS AND
 LW2519'IS APPROXIMATELY 300 FEET NW OF A RESIDENCE WHICH WAS FORMERLY
 LW2519'THE EPISCOPAL CHURCH.
 LW2519'
 LW2519'THE REFERENCE MARK WAS FOUND AS DESCRIBED AND WAS STAMPED HULL
 LW2519'1868 R.M. NO. 1.
 LW2519'
 LW2519'A NEW REFERENCE MARK, A BRONZE DISK SET IN A DRILL HOLE IN
 LW2519'OUTCROPPING BEDROCK, WAS ESTABLISHED AND WAS STAMPED HULL 1944
 LW2519'R.M. NO. 2.
 LW2519'
 LW2519'A 42-FOOT TOWER WAS NECESSARY FOR OBSERVATIONS ON HOPE ISLAND.
 LW2519
 LW2519                          STATION RECOVERY (1956)
 LW2519
 LW2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2519'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 LW2519'CONDITION.  THE DISK OF THE REFERENCE MARK IS MISSING BUT THE
 LW2519'SHANK REMAINS.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 LW2519'FOLLOWING CORRECTION AND ADDITIONS--
 LW2519'
 LW2519'THE SCHOOL HOUSE AND CHURCH ARE GONE.  THE STATION IS ON THE
 LW2519'HIGHEST PART OF THE RIDGE 42.0 FT. S OF THE CENTERLINE OF
 LW2519'FRIGATE STREET.
 LW2519
 LW2519                          STATION RECOVERY (1968)
 LW2519
 LW2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2519'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 LW2519'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED AND
 LW2519'REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE TO REFERENCE
 LW2519'MARK 2 CHECKED THE 1944 RECOVERY NOTE.  DUE TO VARIOUS CHANGES
 LW2519'A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW2519'
 LW2519'STATION IS LOCATED ON CONANICUT ISLAND, WHICH IS ABOUT 20 MILES
 LW2519'SOUTH OF THE CENTER OF DOWNTOWN PROVIDENCE, 5 MILES NORTHWEST
 LW2519'OF NEWPORT, 3 MILES NORTH OF JAMESTOWN AND ON PROPERTY THAT
 LW2519'THE OWNER WAS NOT LEARNED.
 LW2519'
 LW2519'TO REACH FROM THE POST OFFICE IN JAMESTOWN, GO NORTH ON
 LW2519'NORTH MAIN ROAD FOR 2.1 MILES TO THE JUNCTION OF STATE HIGHWAY
 LW2519'138 (ELORED AVENUE).  CONTINUE AHEAD NORTH ON NORTH MAIN ROAD
 LW2519'FOR 0.8 MILE TO A SIDE ROAD ON LEFT JUST BEFORE REACHING CARR
 LW2519'LANE ON RIGHT.  TURN LEFT AND GO WEST FOR 0.05 MILE TO SUMMIT OF
 LW2519'GRADE AND STATION ON LEFT AS DESCRIBED.
 LW2519'
 LW2519'ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES IN BEDROCK.
 LW2519'
 LW2519'STATION MARK, STAMPED HULL 1868, PROJECTS ABOUT 1 FOOT.  IT IS
 LW2519'98 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A GREY SHINGLED
 LW2519'HOUSE, 47 FEET SOUTH OF CENTER OF ROAD AND 30 FEET WEST OF A
 LW2519'6-INCH EVERGREEN TREE.  (NOTE 2)
 LW2519'
 LW2519'RM 2, STAMPED HULL RM 2 1944, PROJECTS ABOUT 2 INCHES.  IT IS
 LW2519'94 FEET SOUTH OF CENTER OF ROAD AND 15 FEET SOUTHEAST OF THE
 LW2519'SOUTH END OF PROJECTING BEDROCK FORMATION.  (NOTE 12A)
 LW2519'
 LW2519'RM 3, STAMPED HULL 1868 NO 3 1968, PROJECTS 3 INCHES.  IT IS
 LW2519'82.5 FEET NORTHWEST OF A UTILITY POLE, 61 FEET SOUTHWEST OF
 LW2519'THE SOUTHWEST CORNER OF A WHITE PAINTED HOUSE AND 21 FEET NORTH
 LW2519'OF CENTER OF ROAD.
 LW2519'
 LW2519'HEIGHT OF LIGHT ABOVE STATION MARK 60 FEET.
 LW2519'
 LW2519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2519'3 MILES NORTH OF JAMESTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2997 ***********************************************************************
 LW2997  DESIGNATION -  HULL E 3
 LW2997  PID         -  LW2997
 LW2997  STATE/COUNTY-  RI/NEWPORT
 LW2997  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2997
 LW2997                         *CURRENT SURVEY CONTROL
 LW2997  ___________________________________________________________________
 LW2997* NAD 83(1996)-  41 27 56.25576(N)    071 23 00.93901(W)     ADJUSTED  
 LW2997* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 LW2997  ___________________________________________________________________
 LW2997  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 LW2997  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW2997
 LW2997  HORZ ORDER  -  THIRD
 LW2997
 LW2997.The horizontal coordinates were established by classical geodetic methods
 LW2997.and adjusted by the National Geodetic Survey in August 1998..
 LW2997
 LW2997.The orthometric height was scaled from a topographic map.
 LW2997
 LW2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2997
 LW2997.The geoid height was determined by GEOID03.
 LW2997
 LW2997;                    North         East     Units Scale Factor Converg.
 LW2997;SPC RI       -    42,463.467   109,724.519   MT  0.99999491   +0 04 37.5
 LW2997;SPC RI       -   139,315.56    359,987.86   sFT  0.99999491   +0 04 37.5
 LW2997;UTM  19      - 4,593,190.673   300,946.295   MT  1.00008763   -1 34 43.9
 LW2997
 LW2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2997!SPC RI       -   1.00000288  x   0.99999491  =   0.99999779
 LW2997!UTM  19      -   1.00000288  x   1.00008763  =   1.00009051
 LW2997
 LW2997:                Primary Azimuth Mark                     Grid Az
 LW2997:SPC RI       -  BULL POINT CUPOLA                        055 29 54.1
 LW2997:UTM  19      -  BULL POINT CUPOLA                        057 09 15.5
 LW2997
 LW2997|---------------------------------------------------------------------|
 LW2997| PID    Reference Object                     Distance      Geod. Az  |
 LW2997|                                                           dddmmss.s |
 LW2997| LW2880 BULL POINT CUPOLA                   APPROX. 2.8 KM 0553431.6 |
 LW2997| CB7806 HULL E 3 RM 1                        21.364 METERS 05730     |
 LW2997| LW2892 CASTLE HILL LIGHTHOUSE              APPROX. 1.8 KM 1023727.6 |
 LW2997| CB7807 HULL E 3 RM 2                        34.784 METERS 32833     |
 LW2997|---------------------------------------------------------------------|
 LW2997
 LW2997                          SUPERSEDED SURVEY CONTROL
 LW2997
 LW2997  NAD 83(1996)-  41 27 56.25522(N)    071 23 00.93814(W) AD(       ) 3
 LW2997  NAD 83(1992)-  41 27 56.25422(N)    071 23 00.93835(W) AD(       ) 3
 LW2997  NAD 83(1992)-  41 27 56.25355(N)    071 23 00.93798(W) AD(       ) 3
 LW2997  NAD 83(1986)-  41 27 56.25374(N)    071 23 00.93561(W) AD(       ) 3
 LW2997  NAD 27      -  41 27 55.88600(N)    071 23 02.73500(W) AD(       ) 3
 LW2997
 LW2997.Superseded values are not recommended for survey control.
 LW2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2997.See file dsdata.txt to determine how the superseded data were derived.
 LW2997
 LW2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0094693191(NAD 83)
 LW2997_MARKER: DS = TRIANGULATION STATION DISK
 LW2997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2997_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2997+STABILITY: SURFACE MOTION
 LW2997
 LW2997  HISTORY     - Date     Condition        Report By
 LW2997  HISTORY     - 1940     MONUMENTED       CGS
 LW2997  HISTORY     - 1954     GOOD             CGS
 LW2997
 LW2997                          STATION DESCRIPTION
 LW2997
 LW2997'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2997'THE STATION IS ON THE SOUTH SECTION OF CONANICUT ISLAND,
 LW2997'OVERLOOKING THE SOUTHEAST SHORE AND THE ENTRANCE TO NEWPORT
 LW2997'HARBOR, AND ABOUT 1/2 MILE NORTHEAST OF HULL COVE.  IT IS ON THE
 LW2997'SLOPING HILLSIDE 67 FEET BACK OF THE TOP OF THE MICA CLIFFS ABOVE
 LW2997'THE SHORELINE.  THERE IS A 1 STORY RED HOUSE ON THE OPPOSITE SIDE
 LW2997'OF HULL COVE WHICH IS THE MOST SOUTHERLY HOUSE NEAR THE SHORE.
 LW2997'THIS HOUSE IS ON RANGE WITH THE FIRST TELEPHONE POLE SOUTH OF THE
 LW2997'LARGE HOUSE ON TOP THE HILL ON THE MAIN HIGHWAY.  THE MARK,
 LW2997'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS STAMPED HULL E 3 1940.
 LW2997'
 LW2997'TO REACH THE STATION FROM THE POST OFFICE AT JAMESTOWN, DRIVE WEST
 LW2997'FOR 0.25 MILE, THEN TURN LEFT AT THE FIRST BAPTIST CHURCH AND
 LW2997'DRIVE SOUTH ON THE MAIN PAVED ROAD ACROSS THE CAUSEWAY TO THE
 LW2997'SOUTHERN SECTION OF CONANICUT ISLAND FOR 2.1 MILES, THEN TURN LEFT
 LW2997'OFF THE PAVEMENT THRU AN IRON GATE IN A STONE FENCE AND DRIVE EAST
 LW2997'FOR 0.1 MILE, THEN PASS THRU AN OPENING IN A STONE FENCE AND DRIVE
 LW2997'STRAIGHT AHEAD FOR 0.1 MILE, THEN PASS THRU ANOTHER STONE FENCE
 LW2997'AND BEAR RIGHT AND DRIVE 0.2 MILE TO THE SOUTHEAST CORNER OF A
 LW2997'WIRE FENCE, THEN TURN LEFT AND DRIVE 0.1 MILE TO THE TOP OF THE
 LW2997'BLUFF OVERLOOKING THE BAY, THEN TURN RIGHT AND DRIVE 0.2 MILE
 LW2997'ALONG THE TOP OF THE BLUFF TO THE STATION.
 LW2997'
 LW2997'REFERENCE MARK NO. 1 IS 70.09 FEET, 21.364 METERS, NORTHEAST OF
 LW2997'THE STATION AND ABOUT 1 FOOT LOWER, AND 8 FEET WEST OF THE WAGON
 LW2997'ROAD ALONG THE TOP OF THE BLUFF.  THE MARK IS SET IN THE TOP OF
 LW2997'OUTCROPPING MICA SHALE ABOUT 2 FEET IN DIAMETER AND PROJECTING
 LW2997'ABOUT 6 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED HULL E 3 NO
 LW2997'1 1940.
 LW2997'
 LW2997'REFERENCE MARK NO. 2 IS 114.12 FEET NORTHWEST OF THE STATION AND
 LW2997'ABOUT 6 FEET HIGHER.  THE MARK IS SET IN THE TOP OF AN OUTCROPPING
 LW2997'BOULDER ABOUT 2 FEET IN DIAMETER WHICH PROJECTS ABOUT 6 INCHES
 LW2997'ABOVE THE GROUND.  THE DISK IS STAMPED HULL E 3 NO 2, 1940.
 LW2997'
 LW2997'DISTANCES TO BOTH REFERENCE MARKS ARE HORIZONTAL MEASUREMENTS.
 LW2997'
 LW2997'CASTLE HILL LIGHT (AZIMUTH MARK) IS ON THE OPPOSITE SIDE OF THE
 LW2997'BAY ABOUT 1 MILE EAST OF THE STATION.  THE BASE OF THE ROD ON TOP
 LW2997'THE BALL WHICH IS THE HIGHEST PART OF THE LIGHT WAS OBSERVED UPON.
 LW2997'
 LW2997'A 4-FOOT STAND WILL SEE 4-FOOT STANDS AT ADAMS.  CASTLE HILL (USE)
 LW2997'E 4.  DICKENSON.
 LW2997'
 LW2997'BULL PT. CUP. (AZIMUTH MARK) IS THE RED DOME-SHAPED CUPOLA ON THE
 LW2997'LARGE HOUSE ABOUT 75 YARDS BACK OF BULL POINT.  IT IS ABOUT 1.5
 LW2997'MILES NORTHEAST OF THE STATION.  THE BASE OF THE FINIAL ON TOP THE
 LW2997'DOME WAS OBSERVED UPON.
 LW2997
 LW2997                          STATION RECOVERY (1954)
 LW2997
 LW2997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2997'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW2997'DIRECTIONS FOR REACHING THE STATION SITE ARE GOOD.  AFTER REACHING
 LW2997'THE SITE, THE STATION IS 41 FT. W OF THE CENTERLINE OF THE TRAIL,
 LW2997'25.5 FT. W OF A 4-IN. PIPE PAINTED BLACK AND PROJECTING 4 FT., AND
 LW2997'27.5 FT. NW OF A 4-IN. PIPE SURROUNDED BY WOOD CRIBBING.  A
 LW2997'STANDARD DISK, STAMPED HULL E 3 1940 AND SET IN THE TOP OF A
 LW2997'CONCRETE MONUMENT PROJECTING 0.5 FT.
 LW2997'
 LW2997'THE DESCRIPTIONS OF THE REFERENCE MARKS ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2292 ***********************************************************************
 LW2292  DESIGNATION -  HUMMOCK 1917
 LW2292  PID         -  LW2292
 LW2292  STATE/COUNTY-  RI/NEWPORT
 LW2292  USGS QUAD   -  FALL RIVER (1979)
 LW2292
 LW2292                         *CURRENT SURVEY CONTROL
 LW2292  ___________________________________________________________________
 LW2292* NAD 83(1996)-  41 38 14.00301(N)    071 13 10.29053(W)     ADJUSTED  
 LW2292* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 LW2292  ___________________________________________________________________
 LW2292  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 LW2292  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW2292
 LW2292  HORZ ORDER  -  THIRD
 LW2292
 LW2292.The horizontal coordinates were established by classical geodetic methods
 LW2292.and adjusted by the National Geodetic Survey in August 1998..
 LW2292
 LW2292.The orthometric height was scaled from a topographic map.
 LW2292
 LW2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2292
 LW2292.The geoid height was determined by GEOID03.
 LW2292
 LW2292;                    North         East     Units Scale Factor Converg.
 LW2292;SPC RI       -    61,553.099   123,368.938   MT  1.00000047   +0 11 10.9
 LW2292;SPC RI       -   201,945.46    404,752.92   sFT  1.00000047   +0 11 10.9
 LW2292;UTM  19      - 4,611,878.412   315,138.359   MT  1.00002056   -1 28 30.3
 LW2292
 LW2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2292!SPC RI       -   1.00000014  x   1.00000047  =   1.00000061
 LW2292!UTM  19      -   1.00000014  x   1.00002056  =   1.00002070
 LW2292
 LW2292|---------------------------------------------------------------------|
 LW2292| PID    Reference Object                     Distance      Geod. Az  |
 LW2292|                                                           dddmmss.s |
 LW2292| LW2206 HUMMOCK 2 RESET                      18.458 METERS 13706     |
 LW2292| LW2185 POWER                               APPROX. 3.6 KM 2120143.2 |
 LW2292|---------------------------------------------------------------------|
 LW2292
 LW2292                          SUPERSEDED SURVEY CONTROL
 LW2292
 LW2292  NAD 83(1996)-  41 38 14.00295(N)    071 13 10.29052(W) AD(       ) 3
 LW2292  NAD 83(1992)-  41 38 14.00134(N)    071 13 10.28964(W) AD(       ) 3
 LW2292  NAD 83(1992)-  41 38 14.00075(N)    071 13 10.28897(W) AD(       ) 3
 LW2292  NAD 83(1986)-  41 38 14.00126(N)    071 13 10.28727(W) AD(       ) 3
 LW2292  NAD 27      -  41 38 13.62800(N)    071 13 12.11700(W) AD(       ) 3
 LW2292
 LW2292.Superseded values are not recommended for survey control.
 LW2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2292.See file dsdata.txt to determine how the superseded data were derived.
 LW2292
 LW2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1513811878(NAD 83)
 LW2292
 LW2292  HISTORY     - Date     Condition        Report By
 LW2292  HISTORY     - 1917     MONUMENTED       CGS
 LW2292  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2292  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2292  HISTORY     - 1953     SEE DESCRIPTION  CGS
 LW2292
 LW2292                          STATION DESCRIPTION
 LW2292
 LW2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (RPS)
 LW2292'STATION IS ON THE WESTERN EDGE OF A HIGH, ROCKY KNOLL ON THE W
 LW2292'SIDE OF THE SAKONNET RIVER, OPPOSITE TIVERTON, AND A SHORT DISTANCE
 LW2292'S OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD.  THE STATION
 LW2292'MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A BOULDER.  A
 LW2292'FISH COMMISSION MARKER 7.84 METERS (25.72 FEET) FROM THE STATION
 LW2292'AND IN RANGE WITH THE SPIRE OF THE TIVERTON BAPTIST CHURCH SERVES
 LW2292'AS A REFERENCE MARK.
 LW2292
 LW2292                          STATION RECOVERY (1934)
 LW2292
 LW2292'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2292'STATION AND REFERENCE MARKS RECOVERED AS MARKED AND DESCRIBED
 LW2292'EXCEPT THE DISTANCE TO THE REFERENCE MARK IS 7.77 METERS (25.49
 LW2292'FEET) INSTEAD OF 7.84 METERS (25.72 FEET).  BOTH MARKS ARE IN
 LW2292'GOOD CONDITION.
 LW2292
 LW2292                          STATION RECOVERY (1935)
 LW2292
 LW2292'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2292'STATION WAS FOUND IN EXCELLENT CONDITION, BUT MARKED AS DESCRIBED
 LW2292'IN NOTE 3, CEMENTED IN ROCK OUTCROP.
 LW2292'
 LW2292'TRIANGULATION STATION NO. 241 OF THE RHODE ISLAND C.S.F. IS 25.5
 LW2292'FEET ESE OF THIS STATION, AND IN RANGE WITH THE SPIRE OF THE
 LW2292'CENTRAL BAPTIST CHURCH OF TIVERTON.  IT LIKEWISE IS CEMENTED IN
 LW2292'AN OUTCROP OF ROCK.  BOTH OUTCROPS ARE IRREGULAR IN SHAPE.  THE
 LW2292'SHELL FISHERIES STATION IS AT THE HIGHEST POINT OF THE RIDGE, AND
 LW2292'ABOUT 2 FEET ABOVE THE SURROUNDING GROUND.
 LW2292'
 LW2292'THE STATION DISK IS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 LW2292'ABOUT 1/8 MILE S OF THE TRACKS OF THE NEW YORK, NEW HAVEN AND
 LW2292'HARTFORD RAILROAD IN THE TOWN OF PORTSMOUTH.
 LW2292
 LW2292                          STATION RECOVERY (1953)
 LW2292
 LW2292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HAP)
 LW2292'STATION RECOVERED AS DESCRIBED.  TRIANGULATION STATION NO. 241 OF
 LW2292'THE RHODE ISLAND C.F.S. IS MISSING.  A SMALL AMOUNT OF CEMENT
 LW2292'REMAINS IN PLACE ON THE ROCK OUTCROP AS WELL AS A 1/2-IN.-DEEP
 LW2292'SMALL HOLE THAT HELD THE MARKER.
 LW2292'
 LW2292'STATION HUMMOCK 1917 IS TO BE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2206 ***********************************************************************
 LW2206  DESIGNATION -  HUMMOCK 2 RESET
 LW2206  PID         -  LW2206
 LW2206  STATE/COUNTY-  RI/NEWPORT
 LW2206  USGS QUAD   -  FALL RIVER (1979)
 LW2206
 LW2206                         *CURRENT SURVEY CONTROL
 LW2206  ___________________________________________________________________
 LW2206* NAD 83(1996)-  41 38 13.56475(N)    071 13 09.74764(W)     ADJUSTED  
 LW2206* NAVD 88     -        26.9    (meters)      88.     (feet)  VERTCON   
 LW2206  ___________________________________________________________________
 LW2206  X           -   1,536,927.204 (meters)                     COMP
 LW2206  Y           -  -4,519,703.117 (meters)                     COMP
 LW2206  Z           -   4,215,563.013 (meters)                     COMP
 LW2206  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 LW2206  ELLIP HEIGHT-          -2.44  (meters)          (06/13/02) GPS OBS
 LW2206  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW2206
 LW2206  HORZ ORDER  -  FIRST
 LW2206  ELLP ORDER  -  FOURTH    CLASS II
 LW2206
 LW2206.The horizontal coordinates were established by classical geodetic methods
 LW2206.and adjusted by the National Geodetic Survey in August 1998..
 LW2206
 LW2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2206
 LW2206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW2206
 LW2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2206
 LW2206.The ellipsoidal height was determined by GPS observations
 LW2206.and is referenced to NAD 83.
 LW2206
 LW2206.The geoid height was determined by GEOID03.
 LW2206
 LW2206;                    North         East     Units Scale Factor Converg.
 LW2206;SPC RI       -    61,539.618   123,381.547   MT  1.00000047   +0 11 11.2
 LW2206;SPC RI       -   201,901.23    404,794.29   sFT  1.00000047   +0 11 11.2
 LW2206;SPC MA M     -   820,801.147   223,381.934   MT  1.00001259   +0 11 18.6
 LW2206;SPC MA M     - 2,692,911.76    732,878.90   sFT  1.00001259   +0 11 18.6
 LW2206;UTM  19      - 4,611,864.572   315,150.572   MT  1.00002050   -1 28 30.0
 LW2206
 LW2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2206!SPC RI       -   1.00000038  x   1.00000047  =   1.00000085
 LW2206!SPC MA M     -   1.00000038  x   1.00001259  =   1.00001297
 LW2206!UTM  19      -   1.00000038  x   1.00002050  =   1.00002088
 LW2206
 LW2206:                Primary Azimuth Mark                     Grid Az
 LW2206:SPC RI       -  BAPTIST CHURCH SPIRE                     113 37 34.3
 LW2206:SPC MA M     -  BAPTIST CHURCH SPIRE                     113 37 26.9
 LW2206:UTM  19      -  BAPTIST CHURCH SPIRE                     115 17 15.5
 LW2206
 LW2206|---------------------------------------------------------------------|
 LW2206| PID    Reference Object                     Distance      Geod. Az  |
 LW2206|                                                           dddmmss.s |
 LW2206| LW2298 BAPTIST CHURCH SPIRE                APPROX. 1.1 KM 1134845.5 |
 LW2206| LW2182 TIVERTON TV STATION WTEV MAST       APPROX. 5.1 KM 1503349.2 |
 LW2206| CB7808 HUMMOCK 2 RM 1                       16.902 METERS 18302     |
 LW2206| CB7810 HUMMOCK 2 RM 3                       16.892 METERS 18303     |
 LW2206| CB7811 HUMMOCK 2 RM 4                       11.785 METERS 33240     |
 LW2206| CB7809 HUMMOCK 2 RM 2                       11.313 METERS 33336     |
 LW2206|---------------------------------------------------------------------|
 LW2206
 LW2206                          SUPERSEDED SURVEY CONTROL
 LW2206
 LW2206  ELLIP H (08/17/98)   -2.48   (m)                       GP(       ) 4 1
 LW2206  NAD 83(1996)-  41 38 13.56469(N)    071 13 09.74764(W) AD(       ) 1
 LW2206  NAD 83(1992)-  41 38 13.56309(N)    071 13 09.74677(W) AD(       ) 1
 LW2206  ELLIP H (01/17/96)   -2.50   (m)                       GP(       ) 4 2
 LW2206  NAD 83(1992)-  41 38 13.56246(N)    071 13 09.74605(W) AD(       ) 1
 LW2206  NAD 83(1986)-  41 38 13.56297(N)    071 13 09.74435(W) AD(       ) 1
 LW2206  NAD 27      -  41 38 13.18896(N)    071 13 11.57637(W) AD(       ) 1
 LW2206  NGVD 29 (07/19/86)   27.2    (m)           89.     (f) VERT ANG       
 LW2206
 LW2206.Superseded values are not recommended for survey control.
 LW2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2206.See file dsdata.txt to determine how the superseded data were derived.
 LW2206
 LW2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1515111865(NAD 83)
 LW2206_MARKER: DS = TRIANGULATION STATION DISK
 LW2206_SETTING: 66 = SET IN ROCK OUTCROP
 LW2206_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW2206_STAMPING: HUMMOCK 2 1953 1977
 LW2206_MARK LOGO: CGS   
 LW2206_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2206+STABILITY: POSITION/ELEVATION WELL
 LW2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW2206+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2003
 LW2206
 LW2206  HISTORY     - Date     Condition        Report By
 LW2206  HISTORY     - 1953     MONUMENTED       CGS
 LW2206  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2206  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2206  HISTORY     - 1977     SEE DESCRIPTION  RIBPR
 LW2206  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW2206  HISTORY     - 1977     GOOD             NGS
 LW2206  HISTORY     - 1979     GOOD             NGS
 LW2206  HISTORY     - 19790917 GOOD             MAGS
 LW2206  HISTORY     - 19890707 GOOD             RIGS
 LW2206  HISTORY     - 19940830 GOOD             CGS
 LW2206  HISTORY     - 20030427 GOOD             USPSQD
 LW2206
 LW2206                          STATION DESCRIPTION
 LW2206
 LW2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HAP)
 LW2206'ON THE W SIDE OF THE SAKONNET RIVER OPPOSITE TIVERTON, 1/8 MI. S
 LW2206'OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, ON THE N AND
 LW2206'LARGEST ONE OF THREE ROCKY KNOLLS, 24 M. N OF THE S CREST OF THE
 LW2206'KNOLL, 16.5 M. NW OF THE CLIFF.  STATION MARKED AS IN NOTE 3.
 LW2206
 LW2206                          STATION RECOVERY (1954)
 LW2206
 LW2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2206'STATION IS LOCATED ON THE E SIDE OF THE SAKONNET RIVER OPPOSITE
 LW2206'TIVERTON, ON A PENINSULA WHICH IS FORMED BY THE SAKONNET RIVER AND
 LW2206'THE CORE.  STATION IS ON A HIGH HILL, ABOUT 500 FT. S OF THE
 LW2206'N.Y., N.H. AND H.R.R., IN A SMALL CLEARING ON THE TOP OF THE HILL,
 LW2206'MIDWAY BETWEEN A QUARRY AND THE SHEER W FACE OF THE HILL, AND 26
 LW2206'FT. N OF TWO LONE PROMINENT CEDARS THAT STAND SIDE BY SIDE.
 LW2206'
 LW2206'STATION IS MARKED BY A STANDARD DISK, CEMENTED IN A DRILL HOLE IN
 LW2206'OUTCROP BEDROCK, AND STAMPED HUMMOCK 2 1953.
 LW2206
 LW2206                          STATION RECOVERY (1968)
 LW2206
 LW2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2206'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AND
 LW2206'RM 1 AND RM 2 WERE ESTABLISHED AT THIS TIME.
 LW2206'
 LW2206'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW2206'
 LW2206'TO REACH THE STATION FROM THE SOUTH END OF THE MT. HOPE BRIDGE,
 LW2206'2 MILES WEST OF TIVERTON, GO SOUTHEAST ON BOYD LANE FOR 0.4 MILE
 LW2206'TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST, EAST AND
 LW2206'SOUTHWEST ON ANTHONY ROAD FOR 1.5 MILES TO A T INTERSECTION.  TURN
 LW2206'LEFT AND GO SOUTHEAST ON HILLSIDE AVENUE FOR 0.1 MILE TO A SIDE
 LW2206'ROAD LEFT.  TURN LEFT AND GO EAST ON RIVERSIDE AVENUE FOR 0.1
 LW2206'MILE TO A HIGH ROCK CLIFF ON THE LEFT AND THE END OF TRUCK
 LW2206'TRAVEL.  FROM THIS POINT, PACK NORTHEASTERLY FOLLOWING A WELL
 LW2206'DEFINED TRAIL FOR ABOUT 5 MINUTES TO THE TOP OF THE ROCK CLIFF
 LW2206'AND THE STATION AS DESCRIBED.
 LW2206'
 LW2206'STATION MARK, STAMPED HUMMOCK 2 1953 IS A STANDARD DISK SET IN
 LW2206'A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS FLUSH WITH THE
 LW2206'GROUND SURFACE.  IT IS 58 FEET SOUTHWEST OF A 6-INCH TREE AND 23
 LW2206'FEET WEST OF AN 8-INCH SPRUCE TREE.  (NOTE--2)
 LW2206'
 LW2206'RM 1, STAMPED HUMMOCK 2 NO 1 1953 1968 IS A STANDARD DISK SET IN
 LW2206'A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.  IT IS 70 FEET
 LW2206'WEST OF THE 8-INCH SPRUCE TREE AND 23 FEET NORTHEAST OF THE SOUTH
 LW2206'EDGE OF THE CLIFF.  (NOTE--12C)
 LW2206'
 LW2206'RM 2, STAMPED HUMMOCK 2 NO 2 1953 1968 IS A STANDARD DISK SET IN
 LW2206'A DRILL HOLE IN A 2 X 4 FOOT BOULDER WHICH PROJECTS 2 FEET.  IT
 LW2206'IS 45 FEET NORTH OF AN 8-INCH SPRUCE TREE AND 24 FEET SOUTHWEST
 LW2206'OF A 6-INCH TREE.  (NOTE--12C)
 LW2206'
 LW2206'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW2206'
 LW2206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2206'1/2 MILE NORTHWEST OF TIVERTON.
 LW2206
 LW2206                          STATION RECOVERY (1977)
 LW2206
 LW2206'RECOVERY NOTE BY RHODE ISLAND BUREAU OF PUBLIC ROADS 1977
 LW2206'STATION AND R.M.S REMOVED BY VANDALS.  SHOULD BE RELOCATED IN SAME
 LW2206'AREA BUT HIDDEN FROM VANDALS.
 LW2206
 LW2206                          STATION RECOVERY (1977)
 LW2206
 LW2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LW2206'THE DISK HAD BEEN REMOVED FROM THE STATION, AND REFERENCE MARKS
 LW2206'1 AND 2.  A NEW DISK WAS SET IN THE SAME DRILL HOLE AT THE STATION,
 LW2206'A NEW DISK WAS SET IN THE SAME DRILL HOLE AS REFERENCE MARK 1 HAD
 LW2206'BEEN, A NEW DISK WAS SET IN THE APPROXIMATE LOCATION OF REFERENCE
 LW2206'MARK 2.
 LW2206'
 LW2206'STATION IS LOCATED ON A HIGH ROCKY KNOLL ON THE WEST SIDE OF THE
 LW2206'SAKONNET RIVER, ABOUT 1 MILE WEST OF TIVERTON AT AN OLD
 LW2206'ROCK QUARRY ABOUT 0.15 MILE SOUTH OF STATE HIGHWAYS 138 AND 24.
 LW2206'
 LW2206'TO REACH THE STATION FROM THE SOUTH END OF THE MT HOPE BRIDGE, GO
 LW2206'SOUTHEAST ON BOYD LANE FOR 0.4 MILE TO A SIDE ROAD LEFT, TURN LEFT,
 LW2206'GO NORTHEASTERLY ON SERVICE ROAD (ANTHONY RD) FOR 1.3 MILES TO
 LW2206'POINT WHERE ROAD GOES UNDER STATE HIGHWAY 138 AND 24, CONTINUE
 LW2206'UNDERNEATH FOR 0.1 MILE, TURN LEFT, GO SOUTH FOR 0.1 MILE TO A
 LW2206'SIDE ROAD LEFT, TURN LEFT GO EASTERLY ON RIVERSIDE DRIVE FOR 0.1
 LW2206'MILE TO ROCKY KNOLL ON LEFT, FOLLOW FOOT PATH UP THROUGH THE
 LW2206'ROCKS TO THE TOP OF KNOLL AND THE STATION.
 LW2206'
 LW2206'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 LW2206'ROCK FLUSH WITH THE GROUND AND IS STAMPED HUMMOCK 2 1953 1977.  IT
 LW2206'IS 58 FEET SOUTHWEST OF AN 8 INCH TREE, 23 FEET WEST OF AN 8 INCH
 LW2206'SPRUCE TREE AND IS ABOUT 4 FEET LOWER THAN THE HIGHEST POINT OF
 LW2206'HILL.
 LW2206'
 LW2206'REFERENCE MARK 3 IS STANDARD DISK SET IN A DRILL HOLE IN
 LW2206'OUTCROPPING ROCK THAT PROJECTS ABOUT 4 INCHES ABOVE GROUND AND IS
 LW2206'STAMPED HUMMOCK 2 1953 NO 3 1977.  IT IS 70 FEET WEST OF AN 8 INCH
 LW2206'SPRUCE TREE, 23 FEET NORTHEAST OF THE SOUTH END OF CLIFF AND IS
 LW2206'ABOUT 1 FOOT LOWER THE STATION.
 LW2206'
 LW2206'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LW2206'OUTCROPPING ROCK WHICH PROJECTS ABOUT 2 FEET ABOVE GROUND AND IS
 LW2206'STAMPED HUMMOCK 2 1953 NO 4 1977.  IT IS 45 FEET NORTH OF AN 8
 LW2206'INCH SPRUCE TREE, 24 FEET SOUTHWEST OF AN 8 INCH TREE AND IS ABOUT
 LW2206'4 FEET HIGHER THAN THE STATION.
 LW2206'
 LW2206'NO AZIMUTH MARK.
 LW2206'
 LW2206'NO MEASUREMENT BETWEEN REFERENCE MARKS.
 LW2206'
 LW2206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2206'1 MILE WEST OF TIVERTON.
 LW2206
 LW2206                          STATION RECOVERY (1977)
 LW2206
 LW2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LW2206'RECOVERED IN GOOD CONDITION.
 LW2206
 LW2206                          STATION RECOVERY (1979)
 LW2206
 LW2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW2206'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED.  THE
 LW2206'CEMENT AROUND THE STATION MARK DISK HAD BEEN CHIPPED AWAY BUT THE
 LW2206'DISK WAS STILL SOLID.  THE DISK WAS RE-ENFORCED WITH CEMENT AT THIS
 LW2206'TIME.  THE 1977 DESCRIPTION IS ADEQUATE FOR RECOVERING THE STATION.
 LW2206
 LW2206                          STATION RECOVERY (1979)
 LW2206
 LW2206'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1979
 LW2206'RECOVERED IN GOOD CONDITION.
 LW2206
 LW2206                          STATION RECOVERY (1989)
 LW2206
 LW2206'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW2206'STATION IS LOCATED ON A HIGH ROCKY KNOLL ON THE WEST SIDE OF THE
 LW2206'SAKONNET RIVER, ABOUT 1 MILE WEST OF TIVERTON AT AN OLD
 LW2206'ROCK QUARRY ABOUT 0.15 MILE SOUTH OF STATE HIGHWAYS 138 AND 24.
 LW2206'TO REACH THE STATION FROM THE SOUTH END OF THE MT HOPE BRIDGE, GO
 LW2206'SOUTHEAST ON BOYD LANE FOR 0.4 MILE TO A SIDE ROAD LEFT, TURN LEFT,
 LW2206'GO NORTHEASTERLY ON SERVICE ROAD (ANTHONY RD) FOR 1.3 MILES TO
 LW2206'POINT WHERE ROAD GOES UNDER STATE HIGHWAY 138 AND 24, CONTINUE
 LW2206'UNDERNEATH FOR 0.1 MILE, TURN LEFT, GO SOUTH FOR 0.1 MILE TO A
 LW2206'SIDE ROAD LEFT, TURN LEFT GO EASTERLY ON RIVERSIDE DRIVE FOR 0.1
 LW2206'MILE TO ROCKY KNOLL ON LEFT, FOLLOW FOOT PATH UP THROUGH THE
 LW2206'ROCKS TO THE TOP OF KNOLL AND THE STATION.
 LW2206'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 LW2206'ROCK FLUSH WITH THE GROUND AND IS STAMPED HUMMOCK 2 1953 1977.  IT
 LW2206'IS 58 FEET SOUTHWEST OF AN 8 INCH TREE, 23 FEET WEST OF AN 8 INCH
 LW2206'SPRUCE TREE AND IS ABOUT 4 FEET LOWER THAN THE HIGHEST POINT OF
 LW2206'HILL.
 LW2206
 LW2206                          STATION RECOVERY (1994)
 LW2206
 LW2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1994 (RPB)
 LW2206'RECOVERED AS DESCRIBED.
 LW2206
 LW2206                          STATION RECOVERY (2003)
 LW2206
 LW2206'RECOVERY NOTE BY US POWER SQUADRON 2003 (RP)
 LW2206'HUMMOCK 2 RESET, RM3 AND RM4 ARE SECURE BUT DIFFICULT TO READ.  NOT
 LW2206'SUITABLE FOR SATELLITE USE BECAUSE OF RECENT LOCAL TREE GROWTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2870 ***********************************************************************
 LW2870  DESIGNATION -  IDA LEWIS LIGHT
 LW2870  PID         -  LW2870
 LW2870  STATE/COUNTY-  RI/NEWPORT
 LW2870  USGS QUAD   -  NEWPORT (1975)
 LW2870
 LW2870                         *CURRENT SURVEY CONTROL
 LW2870  ___________________________________________________________________
 LW2870* NAD 83(1996)-  41 28 39.30914(N)    071 19 33.39915(W)     ADJUSTED  
 LW2870* NAVD 88     -                                                        
 LW2870  ___________________________________________________________________
 LW2870  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 LW2870  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW2870
 LW2870  HORZ ORDER  -  THIRD
 LW2870
 LW2870.The horizontal coordinates were established by classical geodetic methods
 LW2870.and adjusted by the National Geodetic Survey in August 1998..
 LW2870
 LW2870
 LW2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2870
 LW2870.The geoid height was determined by GEOID03.
 LW2870
 LW2870;                    North         East     Units Scale Factor Converg.
 LW2870;SPC RI       -    43,799.776   114,537.914   MT  0.99999635   +0 06 55.0
 LW2870;SPC RI       -   143,699.77    375,779.81   sFT  0.99999635   +0 06 55.0
 LW2870;UTM  19      - 4,594,387.409   305,796.689   MT  1.00006416   -1 32 27.7
 LW2870
 LW2870                          SUPERSEDED SURVEY CONTROL
 LW2870
 LW2870  NAD 83(1996)-  41 28 39.30877(N)    071 19 33.39837(W) AD(       ) 4
 LW2870  NAD 83(1992)-  41 28 39.30755(N)    071 19 33.39852(W) AD(       ) 4
 LW2870  NAD 83(1992)-  41 28 39.30697(N)    071 19 33.39809(W) AD(       ) 4
 LW2870  NAD 83(1986)-  41 28 39.30725(N)    071 19 33.39614(W) AD(       ) 4
 LW2870  NAD 27      -  41 28 38.95000(N)    071 19 35.19000(W) AD(       ) 3
 LW2870
 LW2870.Superseded values are not recommended for survey control.
 LW2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2870.See file dsdata.txt to determine how the superseded data were derived.
 LW2870
 LW2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0579794387(NAD 83)
 LW2870_MARKER: 14 = NAVIGATION LIGHT
 LW2870_SETTING: 0 = UNSPECIFIED SETTING
 LW2870
 LW2870  HISTORY     - Date     Condition        Report By
 LW2870  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW2870  HISTORY     - 1954     GOOD             CGS
 LW2870
 LW2870                          STATION DESCRIPTION
 LW2870
 LW2870'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2870'LIGHT IS A LIGHTHOUSE SERVICE LIGHTED BEACON ON A FABRICATED STEEL
 LW2870'STRUCTURE ON IDA LEWIS ROCK JUST N OF THE IDA LEWIS YACHT CLUB
 LW2870'BUILDING.  THE CENTER OF THE LANTERN IS THE STATION.  THIS IS A
 LW2870'NEW LIGHT REPLACING THE FORMER, LIME ROCKS LIGHT, LOCATED IN 1888.
 LW2870
 LW2870                          STATION RECOVERY (1954)
 LW2870
 LW2870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2870'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 LW2870'AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2166 ***********************************************************************
 LW2166  DESIGNATION -  INDIAN
 LW2166  PID         -  LW2166
 LW2166  STATE/COUNTY-  RI/NEWPORT
 LW2166  USGS QUAD   -  TIVERTON (1975)
 LW2166
 LW2166                         *CURRENT SURVEY CONTROL
 LW2166  ___________________________________________________________________
 LW2166* NAD 83(1996)-  41 30 43.25022(N)    071 11 42.42830(W)     ADJUSTED  
 LW2166* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 LW2166  ___________________________________________________________________
 LW2166  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW2166  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW2166
 LW2166  HORZ ORDER  -  SECOND
 LW2166
 LW2166.The horizontal coordinates were established by classical geodetic methods
 LW2166.and adjusted by the National Geodetic Survey in August 1998..
 LW2166
 LW2166.The orthometric height was scaled from a topographic map.
 LW2166
 LW2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2166
 LW2166.The geoid height was determined by GEOID03.
 LW2166
 LW2166;                    North         East     Units Scale Factor Converg.
 LW2166;SPC RI       -    47,653.710   125,451.548   MT  1.00000172   +0 12 07.4
 LW2166;SPC RI       -   156,343.88    411,585.62   sFT  1.00000172   +0 12 07.4
 LW2166;SPC MA M     -   806,915.006   225,452.561   MT  1.00003625   +0 12 17.3
 LW2166;SPC MA M     - 2,647,353.65    739,672.28   sFT  1.00003625   +0 12 17.3
 LW2166;UTM  19      - 4,597,924.326   316,817.625   MT  1.00001296   -1 27 19.0
 LW2166
 LW2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2166!SPC RI       -   0.99999969  x   1.00000172  =   1.00000141
 LW2166!SPC MA M     -   0.99999969  x   1.00003625  =   1.00003594
 LW2166!UTM  19      -   0.99999969  x   1.00001296  =   1.00001265
 LW2166
 LW2166|---------------------------------------------------------------------|
 LW2166| PID    Reference Object                     Distance      Geod. Az  |
 LW2166|                                                           dddmmss.s |
 LW2166| LW0520 INDIAN RM 2                          28.898 METERS 08514     |
 LW2166| LW2163 LITTLE COMPTON CONG CH SPIRE        APPROX. 2.0 KM 0984341.6 |
 LW2166| LW2164 LITTLE COMPTON ME CH SPIRE          APPROX. 1.9 KM 0991649.6 |
 LW2166| LW2789 SACHUEST POINT TOWER                APPROX. 5.9 KM 2261802.3 |
 LW2166| LW2859 NEWPORT ST GEORGES NW SPIRE         APPROX. 6.9 KM 2504401.2 |
 LW2166| CB7812 INDIAN RM 1                          70.318 METERS 34908     |
 LW2166|---------------------------------------------------------------------|
 LW2166
 LW2166                          SUPERSEDED SURVEY CONTROL
 LW2166
 LW2166  NAD 83(1996)-  41 30 43.25016(N)    071 11 42.42797(W) AD(       ) 2
 LW2166  NAD 83(1992)-  41 30 43.24834(N)    071 11 42.42762(W) AD(       ) 2
 LW2166  NAD 83(1992)-  41 30 43.24818(N)    071 11 42.42737(W) AD(       ) 2
 LW2166  NAD 83(1986)-  41 30 43.24861(N)    071 11 42.42547(W) AD(       ) 2
 LW2166  NAD 27      -  41 30 42.87842(N)    071 11 44.25656(W) AD(       ) 2
 LW2166
 LW2166.Superseded values are not recommended for survey control.
 LW2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2166.See file dsdata.txt to determine how the superseded data were derived.
 LW2166
 LW2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1681897924(NAD 83)
 LW2166_MARKER: Z = SEE DESCRIPTION
 LW2166_SETTING: 0 = UNSPECIFIED SETTING
 LW2166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2166
 LW2166  HISTORY     - Date     Condition        Report By
 LW2166  HISTORY     - 1934     MONUMENTED       CGS
 LW2166  HISTORY     - 1940     SEE DESCRIPTION  CGS
 LW2166  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2166  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2166  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LW2166  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2166
 LW2166                          STATION DESCRIPTION
 LW2166
 LW2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2166'THIS STATION IS APPROXIMATELY 1.0 MILE W OF TOWN OF LITTLE
 LW2166'COMPTON, ON WHAT IS KNOWN LOCALLY AS INDIAN HILL ON THE
 LW2166'PROPERTY OF W. BROWN.
 LW2166'
 LW2166'STATION IS MARKED BY A STANDARD BRONZE TRIANGULATION DISK SET
 LW2166'IN A CONCRETE-FILLED TILE, STAMPED INDIAN 1934.  MARK IS 12
 LW2166'METERS E OF THE THIRD STONE FENCE RUNNING N AND S AND 18.6
 LW2166'METERS N OF THE SECOND STONE WALL WHICH IS S OF MR. BROWNS
 LW2166'HOUSE.  THIS WALL RUNS IN AN E AND W DIRECTION.
 LW2166'
 LW2166'REFERENCE MARK NO. 1 IS N OF THE STATION AND IS MARKED BY A
 LW2166'STANDARD BRONZE DISK SET IN A DRILL HOLE IN LOW BOULDER, AND
 LW2166'STAMPED INDIAN NO. 1-1934.  MARK IS 10.7 METERS E OF SAME FENCE
 LW2166'MENTIONED ABOVE RUNNING IN A N AND S DIRECTION.
 LW2166'
 LW2166'REFERENCE MARK NO. 2 IS E OF THE STATION AND IS MARKED BY A
 LW2166'STANDARD BRONZE DISK SET IN A DRILL HOLE IN A LARGE BOULDER AND
 LW2166'IS STAMPED INDIAN NO. 2 1934.  MARK IS 18.6 METERS N OF THE SAME
 LW2166'FENCE MENTIONED ABOVE RUNNING IN AN E AND W DIRECTION.  ALL
 LW2166'THREE MARKS ARE IN THE SAME FIELD AT PRESENT.
 LW2166'
 LW2166'TO REACH THIS STATION FROM LITTLE COMPTON, RUN 0.4 MILE W TO
 LW2166'SAKONNET HIGHWAY, TURN N AND RUN 0.6 MILE.  STATION IS ON TOP
 LW2166'OF CLEARED HILL TO THE W.
 LW2166
 LW2166                          STATION RECOVERY (1940)
 LW2166
 LW2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2166'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LW2166'CONDITION.
 LW2166'
 LW2166'THE STATION IS ABOUT 1-1/4 MILES WEST-NORTHWEST OF THE TOWN OF
 LW2166'LITTLE COMPTON AND 4 MILES NORTH OF SAKONNET POINT.  IT IS ON
 LW2166'THE FARM OF F. BROWN AND IN THE SOUTHWEST CORNER OF HIS PASTURE
 LW2166'WHICH IS DIRECTLY SOUTHWEST OF HIS BARN AND IS SURROUNDED BY A
 LW2166'STONE AND WIRE FENCE.  IT IS AT THE SOUTHWEST CORNER OF INDIAN
 LW2166'HILL, 40 FEET EAST OF THE WEST STONE FENCE, AND 66.5 FEET NORTH
 LW2166'OF THE SOUTH STONE FENCE AND 150 YARDS SOUTHWEST OF THE BARN
 LW2166'BUILDINGS.  THE MARK, NOTE 3, PROJECTS ABOUT 2 INCHES ABOVE
 LW2166'THE GROUND AND IS STAMPED INDIAN 1934.
 LW2166'
 LW2166'TO REACH THE STATION FROM THE EAST END OF THE STONE BRIDGE
 LW2166'ACROSS THE SAKONNET RIVER DRIVE SOUTH TOWARD SAKONNET POINT FOR
 LW2166'8.5 MILES, THEN TURN RIGHT INTO THE FARM YARD OF F. BROWN AND
 LW2166'DRIVE ABOUT 100 YARDS TO THE PASTURE GATE ON THE LEFT, THEN
 LW2166'DRIVE ACROSS THE PASTURE ABOUT 100 YARDS TO THE SOUTHWEST
 LW2166'CORNER OF THE PASTURE AND THE STATION.
 LW2166'
 LW2166'REFERENCE MARK NO. 1 IS 230.70 FEET NORTH OF THE STATION AND
 LW2166'35 FEET EAST OF THE STONE FENCE.  THE MARK, NOTE 12C, IS IN THE
 LW2166'TOP OF OUTCROPPING BEDROCK ABOUT 1 BY 2 FEET AND PROJECTING
 LW2166'ABOUT 4 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED INDIAN
 LW2166'1934 REF NO 1.
 LW2166'
 LW2166'REFERENCE MARK NO. 2 IS 94.81 FEET EAST OF THE STATION AND
 LW2166'60.5 FEET NORTH OF THE STONE FENCE.  THE MARK, NOTE 12C, IS IN
 LW2166'THE TOP OF A ROCK ABOUT 2 BY 3 FEET AND PROJECTING ABOUT 18
 LW2166'INCHES ABOVE THE GROUND.  THE DISK IS STAMPED INDIAN 1934 REF NO
 LW2166'2.
 LW2166'
 LW2166'THE AZIMUTH MARK IS THE NORTHWEST SPIRE AT THE ST. GEORGE
 LW2166'SCHOOL ACROSS THE SAKONNET RIVER.  IT IS ABOUT 4 MILES
 LW2166'WEST-SOUTHWEST OF THE STATION.  IT APPEARS AS THE RIGHT HAND
 LW2166'ONE OF 4 SPIRES OF THE SAME HEIGHT ON THE SAME TOWER AND IS THE
 LW2166'MOST PROMINENT LANDMARK IN THAT DIRECTION.
 LW2166'
 LW2166'A 37-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT WARREN AND
 LW2166'A 4-FOOT STAND AT SAKONNET.  A 4-FOOT STAND WILL SEE 4-FOOT
 LW2166'STANDS AT SACHUEST (USE) AND PARADISE ROCK 2.
 LW2166
 LW2166                          STATION RECOVERY (1954)
 LW2166
 LW2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2166'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 LW2166'CONDITION.  THE 1940 RECOVERY NOTE BY P.L.B. IS ADEQUATE AND
 LW2166'COMPLETE EXCEPT FOR THE FOLLOWING--
 LW2166'
 LW2166'THE MARK IS FLUSH WITH THE GROUND.  BARN BUILDINGS ARE NO
 LW2166'LONGER STANDING, AND THE WIRE HAS BEEN DESTROYED.  THE STATION
 LW2166'IS ABOUT 170 YD. SW OF THE HOUSE.
 LW2166
 LW2166                          STATION RECOVERY (1956)
 LW2166
 LW2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FBQ)
 LW2166'MR. HEPBURN IS BUILDING A HOUSE WHICH WAS TO BE ON THE LOCATION
 LW2166'OF TRIANGULATION STATION INDIAN 1934.  HE HAS VOLUNTEERED
 LW2166'HOWEVER, TO MOVE THE HOUSE SUFFICIENTLY SO THAT THE MONUMENT
 LW2166'WILL BE OUTSIDE THE LIMITS OF THE HOUSE, AND A TERRACE WILL BE
 LW2166'BUILT FLUSH WITH THE MARK.
 LW2166
 LW2166                          STATION RECOVERY (1962)
 LW2166
 LW2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW2166'RECOVERED STATION AS DESCRIBED, IN EXCELLENT CONDITION, 2 IN
 LW2166'UNDER SURFACE OF GROUND, AND 3-1/2 IN BELOW TOP OF WELL-GROOMED
 LW2166'LAWN.  INDIAN IS 3.65 FT. FROM S FACE OF THE CHIMNEY WHICH IS ON
 LW2166'THE S SIDE OF MR. HEPBURNS HOUSE.
 LW2166'
 LW2166'FROM SW CORNER OF THIS CHIMNEY, I MEASURED 1.90 FT. E, ALONG
 LW2166'ITS S FACE.  THEN 3.65 FT. S TO STATION.  MR. HEPBURN SHOWED ME
 LW2166'AN ARCHITECTS GROUND PLAN OF HIS HOUSE AND PROPERTY.  INDIAN
 LW2166'IS PROPERLY SHOWN ON THIS PLAN.  HE GAVE ME PERMISSION TO DIG
 LW2166'AND SEE THIS DISK.
 LW2166'
 LW2166'R.M. 2 RECOVERED IN VERY GOOD CONDITION AS DESCRIBED BY
 LW2166'W.D.P. 1934 AND P.L.B. 1940.  ROCK IS OF PUDDING STONE, AND IS
 LW2166'S OF HIS DRIVEWAY.
 LW2166'
 LW2166'R.M. 1 NOT RECOVERED, BUT IM QUITE SURE IT IS IN ORIGINAL
 LW2166'POSITION.  FROM INDIAN, THE SW CORNER OF HEPBURNS HOUSE
 LW2166'INTERFERES WITH DIRECT SIGHTING TO R.M. 1.  FROM STATION, I
 LW2166'MEASURED AN OFFSET LINE E, TO CLEAR W FACE OF HEPBURNS HOUSE.
 LW2166'THEN N 8 DEG E FOR 230.70 FT. TO A TEMPORARY E AND W LINE, ALONG
 LW2166'WHICH WE MEASURED 35 FT. E FROM THE W STONE FENCE.  THIS
 LW2166'POSITION, ON A WELL-KEPT LAWN, WAS WITHIN AN INCH OR TWO OF THE
 LW2166'SPOT WHERE R.M. 1 SHOULD BE.  AND IS 9.75 FT. W OF THE VERTICAL
 LW2166'CENTER OF THE S SCREEN DOOR ON THE W FACE OF HOUSE BELONGING
 LW2166'TO MR. ALFRED STAPLETON (NEXT HOUSE N OF THE HEPBURNS).  THE
 LW2166'LATTER TOLD ME THAT STAPLETON, IN GRADING, PUT ABOUT 5 IN OF
 LW2166'TOPSOIL OVER THE BEDROCK WHERE R.M. 1 WAS.  I DID NOT DIG FOR
 LW2166'THIS.  WE TELEPHONED STAPLETONS, BUT THEY WERE NOT HOME.
 LW2166'
 LW2166'AZIMUTH MARK, ST. GEORGE SPIRE NW, PLAINLY SEEN FROM HEPBURN
 LW2166'PROPERTY, BUT NOT FROM STATION, BECAUSE TREES INTERFERE.  CAREFUL
 LW2166'PRUNING OF A FEW SMALL BRANCHES MIGHT CLEAR THE LINE OF SIGHT
 LW2166'FROM STATION TO AZIMUTH MARK.
 LW2166'
 LW2166'MR. HEPBURN PUT HIS TERRACE ON NW CORNER OF HIS HOUSE, AND NOT
 LW2166'FLUSH WITH STATION WHICH IS ON S SIDE OF HIS HOUSE.  ORIGINAL
 LW2166'PLAN, AS NOTED IN F.B.Q. 1956 REPORT (P. 17, DESCRIPTIONS), WAS
 LW2166'CHANGED.
 LW2166'
 LW2166'SIMPLEST TO REACH DIRECTIONS ARE IN W.D.P.S 1934 REPORT.  DELETE
 LW2166'HIS LAST SENTENCE.  AFTER TURN N AND RUN 0.6 MILE PUT THE
 LW2166'FOLLOWING--TO MAILBOX ON LEFT, MARKED HEPBURN.  HERE TURN W ON
 LW2166'PRIVATE ROAD LEADING TO HEPBURN HOUSE AND STATION.
 LW2166'
 LW2166'W.D.P.S 1934 REPORT, INDIAN HILL IS KNOWN LOCALLY, AS SUCH.  BUT
 LW2166'ONLY OLD-TIMERS KNOW THE BROWN FARM AND PROPERTY OF W. BROWN.  NO
 LW2166'BROWNS LIVE HERE NOW, AND PROPERTY HAS BEEN SOLD, IN ONE ACRE,
 LW2166'AND TWO OR MORE ACRE PLOTS, ON WHICH A NUMBER OF HOMES HAVE BEEN
 LW2166'BUILT, ALL WELL LANDSCAPED, AND LEAVING NO INDICATIONS OF THE
 LW2166'FORMER FARM.  BECAUSE OF INTERVENING HOUSES, I MADE NO ATTEMPT
 LW2166'TO MEASURE THE 170 YDS. NE OF STATION TO THE W. BROWN HOUSE
 LW2166'(L.F.W. 1954 REPORT).
 LW2166'
 LW2166'HOWEVER, THE E AND W AND ALSO THE N AND S STONE WALLS (IN
 LW2166'W.D.P. 1934 REPORT) REMAIN STANDING IN EXCELLENT CONDITION, AND
 LW2166'ARE MOST HELPFUL IN CHECKING DISTANCES TO STATION AND R.M.S.
 LW2166'
 LW2166'A TOWER COULD BE ERECTED OVER INDIAN.  HEPBURN CHIMNEY JUTS S
 LW2166'1.115 FT. FROM FACE OF S FOUNDATION WALL OF HOUSE.  THEREFORE,
 LW2166'STATION IS 4.765 FT. S OF HOUSE FOUNDATION (3.650 PLUS 1.115 FT.).
 LW2166
 LW2166                          STATION RECOVERY (1968)
 LW2166
 LW2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2166'THE STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED AND
 LW2166'FOUND IN GOOD CONDITION.  REFERENCE MARK NUMBER 1 WAS NOT RECOVERED.
 LW2166'
 LW2166'DUE TO THE CONSTRUCTION OF A HOUSE, IT WAS IMPOSSIBLE TO GET
 LW2166'THE DISTANCE AND DIRECTION TO ANY MARKS EXCEPT INDIAN 2 WHICH
 LW2166'WAS ESTABLISHED AT THIS TIME.
 LW2166'
 LW2166'THE STATION IS LOCATED ABOUT 1 MILE WEST OF LITTLE COMPTON,
 LW2166'1/2 MILE EAST OF THE EAST SHORE OF THE SAKONNET RIVER AND ON
 LW2166'PROPERTY OWNED BY MR. A.H. HEPBURN.
 LW2166'
 LW2166'TO REACH THE STATION FROM THE POST OFFICE IN LITTLE COMPTON,
 LW2166'GO WESTERLY ON MEETINGHOUSE LANE FOR 0.65 MILE TO A T
 LW2166'INTERSECTION.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 77 FOR
 LW2166'0.55 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON INDIAN
 LW2166'HILL ROAD FOR 0.1 MILE TO A POINT WHERE THE ROAD TURNS NORTH
 LW2166'AND A DRIVEWAY CONTINUES SOUTHWEST.  BEAR LEFT AND GO SOUTHWEST
 LW2166'ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION ON THE LEFT AS
 LW2166'DESCRIBED.
 LW2166'
 LW2166'STATION MARK, STAMPED INDIAN 1934 IS A STANDARD DISK SET IN A
 LW2166'DEPRESSION IN AN OUTCROPPING OF BEDROCK WHICH IS 2 INCHES BELOW
 LW2166'THE GROUND SURFACE.  IT IS 19.5 FEET NORTHWEST OF AN 8-INCH
 LW2166'MAPLE TREE, 18.3 FEET EAST OF AN 8-INCH OAK TREE AND 3.6 FEET
 LW2166'SOUTH OF THE SOUTH SIDE OF THE HOUSE.  (NOTE--3)
 LW2166'
 LW2166'STATION INDIAN 2, STAMPED INDIAN 2 1968 IS A STANDARD DISK SET IN A
 LW2166'ROUND CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 LW2166'SURFACE.  IT IS 69 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL
 LW2166'FRAME HOUSE, 43 FEET NORTH OF A ROCK FENCE, 33 FEET SOUTH OF
 LW2166'THE CENTER OF A GRAVELED DRIVEWAY AND 21 FEET EAST OF A 4-INCH
 LW2166'TREE.  (NOTE--1B 7A)
 LW2166'
 LW2166'RM 2, STAMPED INDIAN REF NO 2 1934 IS A STANDARD DISK SET IN
 LW2166'THE TOP OF A 3 X 5 FOOT BOULDER WHICH PROJECTS 2 FEET.  IT IS
 LW2166'51 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 12 FEET
 LW2166'SOUTH OF THE CENTER OF THE GRAVELED DRIVEWAY AND 7.5 FEET
 LW2166'NORTHEAST OF A 4-INCH TREE.  (NOTE--12C)
 LW2166'
 LW2166'RM 3, STAMPED INDIAN 2 NO 3 1968 IS A STANDARD DISK SET IN A
 LW2166'ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 70.5 FEET
 LW2166'EAST OF A POWER POLE, 10 FEET SOUTH OF THE CENTER OF INDIAN
 LW2166'HILL ROAD AND 8 FEET WEST OF A 4-INCH MAPLE TREE.  (NOTE--11B)
 LW2166'
 LW2166'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2166'1 MILE WEST OF LITTLE COMPTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0519 ***********************************************************************
 LW0519  DESIGNATION -  INDIAN 2
 LW0519  PID         -  LW0519
 LW0519  STATE/COUNTY-  RI/NEWPORT
 LW0519  USGS QUAD   -  TIVERTON (1975)
 LW0519
 LW0519                         *CURRENT SURVEY CONTROL
 LW0519  ___________________________________________________________________
 LW0519* NAD 83(1996)-  41 30 43.17465(N)    071 11 40.95105(W)     ADJUSTED  
 LW0519* NAVD 88     -        30.163  (meters)      98.96   (feet)  ADJUSTED  
 LW0519  ___________________________________________________________________
 LW0519  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW0519  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW0519  DYNAMIC HT  -          30.153 (meters)      98.93  (feet)  COMP
 LW0519  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 LW0519
 LW0519  HORZ ORDER  -  FIRST
 LW0519  VERT ORDER  -  SECOND    CLASS 0
 LW0519
 LW0519.The horizontal coordinates were established by classical geodetic methods
 LW0519.and adjusted by the National Geodetic Survey in August 1998..
 LW0519
 LW0519.The orthometric height was determined by differential leveling
 LW0519.and adjusted by the National Geodetic Survey in June 1991..
 LW0519
 LW0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0519
 LW0519.The geoid height was determined by GEOID03.
 LW0519
 LW0519.The dynamic height is computed by dividing the NAVD 88
 LW0519.geopotential number by the normal gravity value computed on the
 LW0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0519.degrees latitude (g = 980.6199 gals.).
 LW0519
 LW0519.The modeled gravity was interpolated from observed gravity values.
 LW0519
 LW0519;                    North         East     Units Scale Factor Converg.
 LW0519;SPC RI       -    47,651.499   125,485.812   MT  1.00000174   +0 12 08.4
 LW0519;SPC RI       -   156,336.63    411,698.03   sFT  1.00000174   +0 12 08.4
 LW0519;SPC MA M     -   806,912.797   225,486.826   MT  1.00003625   +0 12 18.3
 LW0519;SPC MA M     - 2,647,346.40    739,784.69   sFT  1.00003625   +0 12 18.3
 LW0519;UTM  19      - 4,597,921.125   316,851.811   MT  1.00001281   -1 27 18.0
 LW0519
 LW0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0519!SPC RI       -   0.99999994  x   1.00000174  =   1.00000168
 LW0519!SPC MA M     -   0.99999994  x   1.00003625  =   1.00003619
 LW0519!UTM  19      -   0.99999994  x   1.00001281  =   1.00001275
 LW0519
 LW0519:                Primary Azimuth Mark                     Grid Az
 LW0519:SPC RI       -  TIVERTON TV STATION WTEV MAST            002 35 52.7
 LW0519:SPC MA M     -  TIVERTON TV STATION WTEV MAST            002 35 42.8
 LW0519:UTM  19      -  TIVERTON TV STATION WTEV MAST            004 15 19.1
 LW0519
 LW0519|---------------------------------------------------------------------|
 LW0519| PID    Reference Object                     Distance      Geod. Az  |
 LW0519|                                                           dddmmss.s |
 LW0519| LW2182 TIVERTON TV STATION WTEV MAST       APPROX. 9.4 KM 0024801.1 |
 LW0519| LW0518 INDIAN 2 RM 3                        87.188 METERS 03345     |
 LW0519| LW2163 LITTLE COMPTON CONG CH SPIRE        APPROX. 2.0 KM 0984844.2 |
 LW0519| LW2837 NEWPORT WATER WORKS TANK            APPROX. 6.9 KM 2555331.5 |
 LW0519| LW2166 INDIAN                               34.335 METERS 27354     |
 LW0519| LW2384 DRAPER                              APPROX. 6.8 KM 2974636.2 |
 LW0519| LW2383 S PORTSMOUTH NEWPORT STANDPIPE      APPROX. 6.8 KM 2980945.8 |
 LW0519| LW0520 INDIAN RM 2                           7.209 METERS 31052     |
 LW0519|---------------------------------------------------------------------|
 LW0519
 LW0519                          SUPERSEDED SURVEY CONTROL
 LW0519
 LW0519  NAD 83(1996)-  41 30 43.17459(N)    071 11 40.95073(W) AD(       ) 1
 LW0519  NAD 83(1992)-  41 30 43.17277(N)    071 11 40.95038(W) AD(       ) 1
 LW0519  NAD 83(1992)-  41 30 43.17261(N)    071 11 40.95012(W) AD(       ) 1
 LW0519  NAD 83(1986)-  41 30 43.17304(N)    071 11 40.94834(W) AD(       ) 1
 LW0519  NAD 27      -  41 30 42.80286(N)    071 11 42.77937(W) AD(       ) 1
 LW0519  NGVD 29 (??/??/92)   30.389  (m)           99.70   (f) ADJ UNCH    2 0
 LW0519
 LW0519.Superseded values are not recommended for survey control.
 LW0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0519.See file dsdata.txt to determine how the superseded data were derived.
 LW0519
 LW0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1685297921(NAD 83)
 LW0519_MARKER: DS = TRIANGULATION STATION DISK
 LW0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0519_SP_SET: CONCRETE POST
 LW0519_STAMPING: INDIAN 2 1968
 LW0519_MARK LOGO: CGS   
 LW0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0519+STABILITY: SURFACE MOTION
 LW0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0519+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1989
 LW0519
 LW0519  HISTORY     - Date     Condition        Report By
 LW0519  HISTORY     - 1968     MONUMENTED       CGS
 LW0519  HISTORY     - 1969     GOOD             NGS
 LW0519  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LW0519  HISTORY     - 1989     GOOD             USPSQD
 LW0519  HISTORY     - 19890402 GOOD             RIGS
 LW0519
 LW0519                          STATION DESCRIPTION
 LW0519
 LW0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0519'THE STATION IS LOCATED ABOUT 1 MILE WEST OF LITTLE COMPTON, 1/2
 LW0519'MILE EAST OF THE EAST SHORE OF THE SAKONNET RIVER AND ON
 LW0519'PROPERTY OWNED BY MR. A.H. HEPBURN.
 LW0519'
 LW0519'TO REACH THE STATION FROM THE POST OFFICE IN LITTLE COMPTON,
 LW0519'GO WESTERLY ON MEETINGHOUSE LANE FOR 0.65 MILE TO A T
 LW0519'INTERSECTION.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 77 FOR
 LW0519'0.55 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON INDIAN
 LW0519'HILL ROAD FOR 0.1 MILE TO A POINT WHERE THE ROAD TURNS NORTH
 LW0519'AND A DRIVEWAY CONTINUES SOUTHWEST.  BEAR LEFT AND GO SOUTHWEST
 LW0519'ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION ON THE LEFT AS
 LW0519'DESCRIBED.
 LW0519'
 LW0519'STATION MARK, STAMPED INDIAN 2 1968 IS A STANDARD DISK SET IN
 LW0519'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS SET FLUSH WITH
 LW0519'THE GROUND SURFACE.  IT IS 69 FEET EAST OF THE SOUTHEAST CORNER
 LW0519'OF A SMALL FRAME HOUSE, 43 FEET NORTH OF A ROCK FENCE, 33 FEET
 LW0519'SOUTH OF THE CENTER OF A GRAVELED DRIVEWAY AND 21 FEET EAST OF
 LW0519'A 4-INCH TREE.
 LW0519'
 LW0519'STATION INDIAN 1934, STAMPED INDIAN 1934 IS A STANDARD DISK
 LW0519'SET IN A DEPRESSION IN AN OUTCROPPING OF BEDROCK WHICH IS 2
 LW0519'INCHES BELOW THE GROUND SURFACE.  IT IS 19.5 FEET NORTHWEST OF
 LW0519'AN 8-INCH MAPLE TREE, 18.3 FEET EAST OF AN 8-INCH OAK TREE AND
 LW0519'3.6 FEET SOUTH OF THE SOUTH SIDE OF THE HOUSE.
 LW0519'
 LW0519'RM 2, STAMPED INDIAN REF NO 2 1934 IS A STANDARD DISK SET IN
 LW0519'THE TOP OF A 3 X 5 FOOT BOULDER WHICH PROJECTS 2 FEET.  IT IS
 LW0519'51 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 12 FEET
 LW0519'SOUTH OF THE CENTER OF THE GRAVELED DRIVEWAY AND 7.5 FEET
 LW0519'NORTHEAST OF A 4 INCH TREE.
 LW0519'
 LW0519'RM 3, STAMPED INDIAN 2 NO 3 1968 IS A STANDARD DISK SET IN A
 LW0519'ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 70.5 FEET
 LW0519'EAST OF A POWER POLE, 10 FEET SOUTH OF THE CENTER OF INDIAN
 LW0519'HILL ROAD AND 8 FEET WEST OF A 4-INCH MAPLE TREE.
 LW0519'
 LW0519'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW0519
 LW0519                          STATION RECOVERY (1969)
 LW0519
 LW0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0519'0.8 MI N FROM LITTLE COMPTON.
 LW0519'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION
 LW0519'OF MEETINGHOUSE LANE AT LITTLE COMPTON, THENCE 0.1 MILE WEST ALONG
 LW0519'A PRIVATE ROAD (INDIAN HILL ROAD), THENCE 0.05 MILE SOUTHWEST
 LW0519'ALONG A DRIVEWAY, ON THE PROPERTY OF MR. A.H. HEPBURN, 69 FEET
 LW0519'EAST OF THE SOUTHEAST CORNER OF THE SOUTHWEST WING OF A ONE STORY
 LW0519'RESIDENCE, 43 FEET NORTH OF THE NORTH SIDE OF A ROCK FENCE, 33
 LW0519'FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 24 FEET
 LW0519'SOUTHEAST OF INDIAN NO 2 1934 DESCRIBED AND SET IN THE TOP OF A
 LW0519'CONCRETE POST FLUSH WITH THE GROUND.
 LW0519
 LW0519                          STATION RECOVERY (1973)
 LW0519
 LW0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 LW0519'STATION MARK, RM 3 AND INDIAN 1934 WERE RECOVERED IN GOOD
 LW0519'CONDITION AS DESCRIBED.  RM 2 1934 WAS RECENTLY REMOVED DURING
 LW0519'CONSTRUCTION OF A GARAGE AND DRIVEWAY.
 LW0519'
 LW0519'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 LW0519'ADDITION--STATION MARK IS 31.2 FEET EAST OF A BOARD FENCE
 LW0519'CORNER, 40 FEET EAST OF SOUTHEAST CORNER OF THE GARAGE, 6 FEET
 LW0519'SOUTH OF LARGE GREY BOULDER, AND 19 FEET SOUTH-SOUTHEAST OF
 LW0519'EDGE OF GRAVELED DRIVE.
 LW0519'
 LW0519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW0519'1 MILE WEST OF LITTLE COMPTON.
 LW0519
 LW0519                          STATION RECOVERY (1989)
 LW0519
 LW0519'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0519'RECOVERED IN GOOD CONDITION.
 LW0519
 LW0519                          STATION RECOVERY (1989)
 LW0519
 LW0519'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW0519'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST FROM LITTLE
 LW0519'COMPTON. OWNERSHIP--MR. A.H. HEPBURN.
 LW0519'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 179 AND STATE HIGHWAY
 LW0519'77, GO SOUTH 6.9 KM (4.30 MI) ON HIGHWAY 77 TO A SIDE ROAD RIGHT. TURN
 LW0519'RIGHT AND GO WEST 1.6 KM (1.00 MI) ON INDIAN HILL ROAD TO A POINT
 LW0519'WHERE THE ROAD TURNS NORTH AND A DRIVE CONTINUES SOUTHWEST. BEAR LEFT
 LW0519'AND GO SOUTHWEST 0.08 KM (0.05 MI) ON THE DRIVE TO THE STATION ON THE
 LW0519'LEFT.
 LW0519'THE STATION IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 LW0519'WITH THE GROUND. IT IS 13.1 M (43.0 FT) NORTH FROM A ROCK FENCE, 12.3
 LW0519'M (40.4 FT) EAST FROM THE SOUTHEAST CORNER OF A GARAGE, 9.5 M
 LW0519'(31.2 FT) EAST OF A BOARD FENCE CORNER, 5.8 M (19.0 FT) SOUTH
 LW0519'SOUTHEAST FROM THE EDGE OF A GRAVEL DRIVE, 2.15 M (7.1 FT) SOUTHWEST
 LW0519'FROM A 2.0 CM ORNAMENTAL TREE, AND 1.8 M (5.9 FT) SOUTH FROM A LARGE
 LW0519'GREY BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0518 ***********************************************************************
 LW0518  DESIGNATION -  INDIAN 2 RM 3
 LW0518  PID         -  LW0518
 LW0518  STATE/COUNTY-  RI/NEWPORT
 LW0518  USGS QUAD   -  TIVERTON (1975)
 LW0518
 LW0518                         *CURRENT SURVEY CONTROL
 LW0518  ___________________________________________________________________
 LW0518* NAD 83(1986)-  41 30 42.     (N)    071 11 40.     (W)     SCALED    
 LW0518* NAVD 88     -        30.434  (meters)      99.85   (feet)  ADJUSTED  
 LW0518  ___________________________________________________________________
 LW0518  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW0518  DYNAMIC HT  -          30.424 (meters)      99.82  (feet)  COMP
 LW0518  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 LW0518
 LW0518  VERT ORDER  -  SECOND    CLASS 0
 LW0518
 LW0518.The horizontal coordinates were scaled from a topographic map and have
 LW0518.an estimated accuracy of +/- 6 seconds.
 LW0518
 LW0518.The orthometric height was determined by differential leveling
 LW0518.and adjusted by the National Geodetic Survey in June 1991..
 LW0518
 LW0518.The geoid height was determined by GEOID03.
 LW0518
 LW0518.The dynamic height is computed by dividing the NAVD 88
 LW0518.geopotential number by the normal gravity value computed on the
 LW0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0518.degrees latitude (g = 980.6199 gals.).
 LW0518
 LW0518.The modeled gravity was interpolated from observed gravity values.
 LW0518
 LW0518;                    North         East    Units  Estimated Accuracy
 LW0518;SPC RI       -    47,620.      125,510.      MT  (+/- 180 meters Scaled)
 LW0518
 LW0518                          SUPERSEDED SURVEY CONTROL
 LW0518
 LW0518  NGVD 29 (??/??/92)   30.661  (m)          100.59   (f) ADJ UNCH    2 0
 LW0518
 LW0518.Superseded values are not recommended for survey control.
 LW0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0518.See file dsdata.txt to determine how the superseded data were derived.
 LW0518
 LW0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF168978(NAD 83)
 LW0518_MARKER: DR = REFERENCE MARK DISK
 LW0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0518_STAMPING: INDIAN 2 NO 3 1968
 LW0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0518+STABILITY: SURFACE MOTION
 LW0518
 LW0518  HISTORY     - Date     Condition        Report By
 LW0518  HISTORY     - 1968     MONUMENTED       CGS
 LW0518  HISTORY     - 1969     GOOD             NGS
 LW0518  HISTORY     - 1989     GOOD             USPSQD
 LW0518
 LW0518                          STATION DESCRIPTION
 LW0518
 LW0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0518'0.7 MI N FROM LITTLE COMPTON.
 LW0518'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION
 LW0518'OF MEETINGHOUSE LANE AT LITTLE COMPTON, THENCE 0.1 MILE WEST
 LW0518'ALONG A PRIVATE ROAD (INDIAN HILL ROAD), AT THE JUNCTION OF A
 LW0518'DRIVEWAY LEADING SOUTHWEST, 39 FEET SOUTH-SOUTHEAST OF THE
 LW0518'CENTER OF THE JUNCTION, 286.1 FEET NORTHEAST OF TRIANGULATION
 LW0518'STATION INDIAN 2 DESCRIBED, 10 FEET SOUTH OF THE CENTER LINE OF
 LW0518'THE PRIVATE ROAD, 8 FEET WEST OF A 4-INCH MAPLE TREE, 63 FEET WEST
 LW0518'OF THE NORTH END OF A ROCK FENCE AND SET IN THE TOP OF A CONCRETE
 LW0518'POST FLUSH WITH THE GROUND.
 LW0518
 LW0518                          STATION RECOVERY (1989)
 LW0518
 LW0518'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0520 ***********************************************************************
 LW0520  DESIGNATION -  INDIAN RM 2
 LW0520  PID         -  LW0520
 LW0520  STATE/COUNTY-  RI/NEWPORT
 LW0520  USGS QUAD   -  TIVERTON (1975)
 LW0520
 LW0520                         *CURRENT SURVEY CONTROL
 LW0520  ___________________________________________________________________
 LW0520* NAD 83(1986)-  41 30 42.     (N)    071 11 42.     (W)     SCALED    
 LW0520* NAVD 88     -        30.672  (meters)     100.63   (feet)  ADJUSTED  
 LW0520  ___________________________________________________________________
 LW0520  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW0520  DYNAMIC HT  -          30.662 (meters)     100.60  (feet)  COMP
 LW0520  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LW0520
 LW0520  VERT ORDER  -  SECOND    CLASS 0
 LW0520
 LW0520.The horizontal coordinates were scaled from a topographic map and have
 LW0520.an estimated accuracy of +/- 6 seconds.
 LW0520
 LW0520.The orthometric height was determined by differential leveling
 LW0520.and adjusted by the National Geodetic Survey in June 1991..
 LW0520
 LW0520.The geoid height was determined by GEOID03.
 LW0520
 LW0520.The dynamic height is computed by dividing the NAVD 88
 LW0520.geopotential number by the normal gravity value computed on the
 LW0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0520.degrees latitude (g = 980.6199 gals.).
 LW0520
 LW0520.The modeled gravity was interpolated from observed gravity values.
 LW0520
 LW0520;                    North         East    Units  Estimated Accuracy
 LW0520;SPC RI       -    47,620.      125,460.      MT  (+/- 180 meters Scaled)
 LW0520
 LW0520                          SUPERSEDED SURVEY CONTROL
 LW0520
 LW0520  NGVD 29 (??/??/92)   30.899  (m)          101.37   (f) ADJ UNCH    2 0
 LW0520
 LW0520.Superseded values are not recommended for survey control.
 LW0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0520.See file dsdata.txt to determine how the superseded data were derived.
 LW0520
 LW0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF168978(NAD 83)
 LW0520_MARKER: DR = REFERENCE MARK DISK
 LW0520_SETTING: 80 = SET IN A BOULDER
 LW0520_SP_SET: BOULDER
 LW0520_STAMPING: INDIAN REF NO 2 1934
 LW0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0520+STABILITY: SURFACE MOTION
 LW0520
 LW0520  HISTORY     - Date     Condition        Report By
 LW0520  HISTORY     - 1934     MONUMENTED       CGS
 LW0520  HISTORY     - 1969     GOOD             NGS
 LW0520
 LW0520                          STATION DESCRIPTION
 LW0520
 LW0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0520'0.7 MI N FROM LITTLE COMPTON.
 LW0520'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 LW0520'METTINGHOUSE LANE AT LITTLE COMPTON, THENCE 0.1 MILE WEST ALONG A
 LW0520'PRIVATE ROAD (INDIAN HILL ROAD), SET IN THE TOP OF A 5-BY-3-FOOT
 LW0520'EXPOSED BOULDER WHICH PROJECTS 2 FEET ABOVE THE LEVEL OF THE
 LW0520'GROUND, 51 FEET EAST OF THE NORTHEAST CORNER OF THE SOUTHWEAST
 LW0520'WING OF A ONE STORY HOUSE, 12 FEET SOUTHEAST OF THE CENTER LINE
 LW0520'OF THE SOUTHEAST SIDE OF A CIRCULAR DRIVEWAY, 23.6 FEET NORTHWEST
 LW0520'OF TRIANGULATION STATION INDIAN 2 1968 DESCRIBED, AND ABOUT
 LW0520'2 FEET ABOVE THE LEVEL OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2672 ***********************************************************************
 LW2672  DESIGNATION -  INDUSTRIAL
 LW2672  PID         -  LW2672
 LW2672  STATE/COUNTY-  RI/PROVIDENCE
 LW2672  USGS QUAD   -  PROVIDENCE (1975)
 LW2672
 LW2672                         *CURRENT SURVEY CONTROL
 LW2672  ___________________________________________________________________
 LW2672* NAD 83(1996)-  41 49 28.27434(N)    071 24 39.62335(W)     ADJUSTED  
 LW2672* NAVD 88     -       108.2    (meters)     355.     (feet)  VERTCON   
 LW2672  ___________________________________________________________________
 LW2672  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 LW2672  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW2672
 LW2672  HORZ ORDER  -  FIRST
 LW2672
 LW2672.The horizontal coordinates were established by classical geodetic methods
 LW2672.and adjusted by the National Geodetic Survey in August 1998..
 LW2672
 LW2672.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2672
 LW2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2672
 LW2672.The geoid height was determined by GEOID03.
 LW2672
 LW2672;                    North         East     Units Scale Factor Converg.
 LW2672;SPC RI       -    82,321.575   107,393.357   MT  0.99999442   +0 03 33.6
 LW2672;SPC RI       -   270,083.37    352,339.71   sFT  0.99999442   +0 03 33.6
 LW2672;SPC MA M     -   841,582.809   207,393.298   MT  0.99998597   +0 03 35.2
 LW2672;SPC MA M     - 2,761,092.93    680,422.85   sFT  0.99998597   +0 03 35.2
 LW2672;UTM  19      - 4,633,103.445   299,771.885   MT  1.00009336   -1 36 29.9
 LW2672
 LW2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2672!SPC RI       -   0.99998767  x   0.99999442  =   0.99998209
 LW2672!SPC MA M     -   0.99998767  x   0.99998597  =   0.99997364
 LW2672!UTM  19      -   0.99998767  x   1.00009336  =   1.00008103
 LW2672
 LW2672|---------------------------------------------------------------------|
 LW2672| PID    Reference Object                     Distance      Geod. Az  |
 LW2672|                                                           dddmmss.s |
 LW2672| CB7814 INDUSTRIAL RP NE                      1.655 METERS 06019     |
 LW2672| CB7813 INDUSTRIAL RP E                       2.444 METERS 09926     |
 LW2672| LW2638 EAST PROVIDENCE MUNICIPAL TANK      APPROX. 5.0 KM 1182243.9 |
 LW2672| CB7816 INDUSTRIAL RP S                       1.808 METERS 19100     |
 LW2672| LW5744 INDUSTRIAL RM 1                       8.165 METERS 31129     |
 LW2672| CB7815 INDUSTRIAL RP NW                      1.079 METERS 33438     |
 LW2672| LW2659 PROVIDENCE STATE CAPITOL DOME       APPROX. 0.8 KM 3351218.0 |
 LW2672|---------------------------------------------------------------------|
 LW2672
 LW2672                          SUPERSEDED SURVEY CONTROL
 LW2672
 LW2672  NAD 83(1996)-  41 49 28.27418(N)    071 24 39.62329(W) AD(       ) 1
 LW2672  NAD 83(1992)-  41 49 28.27288(N)    071 24 39.62255(W) AD(       ) 1
 LW2672  NAD 83(1992)-  41 49 28.27273(N)    071 24 39.62255(W) AD(       ) 1
 LW2672  NAD 83(1986)-  41 49 28.27194(N)    071 24 39.62218(W) AD(       ) 1
 LW2672  NAD 27      -  41 49 27.91187(N)    071 24 41.41523(W) AD(       ) 1
 LW2672  NGVD 29 (07/19/86)  108.4    (m)          356.     (f) VERT ANG       
 LW2672
 LW2672.Superseded values are not recommended for survey control.
 LW2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2672.See file dsdata.txt to determine how the superseded data were derived.
 LW2672
 LW2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9977233103(NAD 83)
 LW2672_MARKER: DD = SURVEY DISK
 LW2672_SETTING: 0 = UNSPECIFIED SETTING
 LW2672_STAMPING: INDUSTRIAL 1968
 LW2672_MARK LOGO: CGS   
 LW2672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW2672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2672+STABILITY: POSITION/ELEVATION WELL
 LW2672
 LW2672  HISTORY     - Date     Condition        Report By
 LW2672  HISTORY     - 1968     MONUMENTED       CGS
 LW2672  HISTORY     - 1968     GOOD             CGS
 LW2672  HISTORY     - 19791017 GOOD             MAGS
 LW2672  HISTORY     - 19811103 GOOD             MAGS
 LW2672  HISTORY     - 1984     GOOD             LOCENG
 LW2672  HISTORY     - 1987     GOOD             RIGS
 LW2672  HISTORY     - 1987     GOOD             RIGS
 LW2672
 LW2672                          STATION DESCRIPTION
 LW2672
 LW2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2672'STATION IS LOCATED ON THE INDUSTRIAL NATIONAL BANK BUILDING,
 LW2672'THE TALLEST AND MOST PROMINENT BUILDING IN DOWNTOWN
 LW2672'PROVIDENCE.  IT IS LOCATED AT THE KENNEDY PLAZA AND WESTMINSTER
 LW2672'STREET IN DOWNTOWN PROVIDENCE.
 LW2672'
 LW2672'STATION MARK, A STANDARD DISK STAMPED INDUSTRIAL 1968, IS
 LW2672'CEMENTED IN A DRILL HOLE IN CONCRETE FLOOR OF DECKHOUSE
 LW2672'BALCONY.  IT IS 14.5 FEET SOUTHEAST OF CENTER OF DOOR OF
 LW2672'DECKHOUSE, 6.7 FEET NORTH OF SOUTH CORNER OF DECKHOUSE BALCONY
 LW2672'AND 5.4 FEET WEST OF EAST CORNER OF DECKHOUSE BALCONY.
 LW2672'
 LW2672'RM 1, STAMPED INDUSTRIAL NO 1 1968, IS CEMENTED IN A DRILL
 LW2672'HOLE IN CONCRETE FLOOR OF DECKHOUSE BALCONY.  IT IS 13.7 FEET
 LW2672'NORTHWEST OF CENTER OF DOOR OF DECKHOUSE, 5.1 FEET EAST OF WEST
 LW2672'CORNER OF DECKHOUSE BALCONY, 7 FEET SOUTH OF NORTH CORNER OF
 LW2672'DECKHOUSE BALCONY, 3.2 FEET SOUTHWEST OF A WATER DRAIN, 8.02
 LW2672'FEET OR 2.444 METERS WEST OF REFERENCE POINT EAST, 5.43 FEET OR
 LW2672'1.655 METERS SOUTHWEST OF REFERENCE POINT NORTHEAST AND 3.54
 LW2672'FEET OR 1.079 METERS SOUTHEAST OF REFERENCE POINT NORTHWEST.
 LW2672'
 LW2672'REFERENCE POINTS, ARE CHISELED CROSS MARK ON TOP OF BOLTS THAT
 LW2672'HOLD DOWN THE RAILING AROUND THE DECKHOUSE BALCONY.
 LW2672'
 LW2672'NOTICE--PERMISSION CAN BE OBTAINED FROM MR. DONALD WALKER, IN
 LW2672'CHARGE OF ENTIRE BUILDING, FROM MR. GILBERT JOHNSON, BUILDING
 LW2672'SUPERINTENDENT AND MR. MIKE DALTON, ASSISTANT BUILDING
 LW2672'SUPERINTENDENT.
 LW2672'
 LW2672'NOTE--IT IS NECESSARY TO OCCUPY RM 1 FOR OBSERVATIONS ON
 LW2672'STATION NEUTAC.
 LW2672'
 LW2672'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW2672
 LW2672                          STATION RECOVERY (1968)
 LW2672
 LW2672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LW2672'RECOVERED IN GOOD CONDITION.
 LW2672
 LW2672                          STATION RECOVERY (1979)
 LW2672
 LW2672'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1979
 LW2672'RECOVERED IN GOOD CONDITION.
 LW2672
 LW2672                          STATION RECOVERY (1981)
 LW2672
 LW2672'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1981
 LW2672'RECOVERED IN GOOD CONDITION.
 LW2672
 LW2672                          STATION RECOVERY (1984)
 LW2672
 LW2672'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (GD)
 LW2672'INDUSTRIAL 1968 RECOVERED GOOD.
 LW2672
 LW2672                          STATION RECOVERY (1987)
 LW2672
 LW2672'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2672'THE STATION WAS RECOVERED AT THIS DATE.
 LW2672'THE INDUSTRIAL NATIONAL BANK IS NOW KNOWN AS FLEET NATIONAL BANK.
 LW2672'PERMISSION MAY BE OBTAINED FROM, MR WILLIAM POOLE, BUILDING
 LW2672'SUPERINTENDENT, PHONE- 278-6414.
 LW2672'
 LW2672'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2672
 LW2672                          STATION RECOVERY (1987)
 LW2672
 LW2672'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2672'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2672'
 LW2672'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5744 ***********************************************************************
 LW5744  DESIGNATION -  INDUSTRIAL RM 1
 LW5744  PID         -  LW5744
 LW5744  STATE/COUNTY-  RI/PROVIDENCE
 LW5744  USGS QUAD   -  PROVIDENCE (1975)
 LW5744
 LW5744                         *CURRENT SURVEY CONTROL
 LW5744  ___________________________________________________________________
 LW5744* NAD 83(1996)-  41 49 28.44966(N)    071 24 39.88836(W)     ADJUSTED  
 LW5744* NAVD 88     -       107.9    (meters)     354.     (feet)  VERTCON   
 LW5744  ___________________________________________________________________
 LW5744  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 LW5744  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW5744
 LW5744  HORZ ORDER  -  SECOND
 LW5744
 LW5744.The horizontal coordinates were established by classical geodetic methods
 LW5744.and adjusted by the National Geodetic Survey in August 1998..
 LW5744
 LW5744.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5744
 LW5744.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5744
 LW5744.The geoid height was determined by GEOID03.
 LW5744
 LW5744;                    North         East     Units Scale Factor Converg.
 LW5744;SPC RI       -    82,326.977   107,387.236   MT  0.99999442   +0 03 33.5
 LW5744;SPC RI       -   270,101.09    352,319.62   sFT  0.99999442   +0 03 33.5
 LW5744;SPC MA M     -   841,588.211   207,387.177   MT  0.99998597   +0 03 35.0
 LW5744;SPC MA M     - 2,761,110.66    680,402.76   sFT  0.99998597   +0 03 35.0
 LW5744;UTM  19      - 4,633,109.024   299,765.923   MT  1.00009339   -1 36 30.1
 LW5744
 LW5744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5744!SPC RI       -   0.99998771  x   0.99999442  =   0.99998213
 LW5744!SPC MA M     -   0.99998771  x   0.99998597  =   0.99997368
 LW5744!UTM  19      -   0.99998771  x   1.00009339  =   1.00008109
 LW5744
 LW5744                          SUPERSEDED SURVEY CONTROL
 LW5744
 LW5744  NAD 83(1996)-  41 49 28.44950(N)    071 24 39.88830(W) AD(       ) 2
 LW5744  NAD 83(1992)-  41 49 28.44825(N)    071 24 39.88763(W) AD(       ) 2
 LW5744  NAD 83(1992)-  41 49 28.44810(N)    071 24 39.88764(W) AD(       ) 2
 LW5744  NAD 83(1986)-  41 49 28.44730(N)    071 24 39.88727(W) AD(       ) 2
 LW5744  NGVD 29 (12/24/91)  108.2    (m)          355.     (f) VERT ANG       
 LW5744
 LW5744.Superseded values are not recommended for survey control.
 LW5744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5744.See file dsdata.txt to determine how the superseded data were derived.
 LW5744
 LW5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9976633109(NAD 83)
 LW5744_MARKER: DD = SURVEY DISK
 LW5744_SETTING: 0 = UNSPECIFIED SETTING
 LW5744_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5744
 LW5744  HISTORY     - Date     Condition        Report By
 LW5744  HISTORY     - 1968     MONUMENTED       CGS
 LW5744  HISTORY     - 1987     GOOD             RIGS
 LW5744
 LW5744                          STATION DESCRIPTION
 LW5744
 LW5744'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW5744'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI)
 LW5744'SOUTHEAST OF CENTERDALE,
 LW5744'6.6 KM (4.1 MI) SOUTH-SOUTHWEST OF PAWTUCKET, AND
 LW5744'0.8 KM (0.5 MI) SOUTH-SOUTHEAST OF THE STATE CAPITOL IN PROVIDENCE,
 LW5744'ON THE FLEET NATIONAL BANK BUILDING IN DOWNTOWN PROVIDENCE.
 LW5744'OWNERSHIP--FLEET NATIONAL BANK.
 LW5744'
 LW5744'TO REACH THE STATION FROM KENNEDY PLAZA IN DOWNTOWN PROVIDENCE,
 LW5744'WHICH IS JUST EAST OF THE PROVIDENCE CITY HALL, GO SOUTH, ACROSS
 LW5744'WESTMINSTER STREET, TO THE FLEET NATIONAL BANK BUILDING.  PERMISSION
 LW5744'MAY BE OBTAINED FROM, WILLIAM POOLE, BUILDING SUPERINTENDENT,
 LW5744'PHONE- 278-6414.
 LW5744'
 LW5744'THE STATION IS A STANDARD NGS DISK
 LW5744'STAMPED---INDUSTRIAL NO 1 1968---,
 LW5744'SET INTO A DRILL HOLE IN THE CONCRETE FLOOR OF THE DECKHOUSE
 LW5744'BALCONY.
 LW5744'4.2 METERS (13.7 FT) NORTHWEST FROM THE CENTER OF THE DECKHOUSE
 LW5744'DOOR,
 LW5744'2.1 METERS (7.0 FT) SOUTH FROM THE NORTH CORNER OF THE DECKHOUSE
 LW5744'BALCONY,
 LW5744'1.6 METERS (5.1 FT) EAST FROM THE WEST CORNER OF THE DECKHOUSE
 LW5744'BALCONY,
 LW5744'1.0 METERS (3.3 FT) SOUTHWEST FROM A WATER DRAIN.
 LW5744'
 LW5744'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5744
 LW5744                          STATION RECOVERY (1987)
 LW5744
 LW5744'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5744'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW5744'
 LW5744'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3142 ***********************************************************************
 LW3142  DESIGNATION -  INNER RED LIGHT
 LW3142  PID         -  LW3142
 LW3142  STATE/COUNTY-  RI/WASHINGTON
 LW3142  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3142
 LW3142                         *CURRENT SURVEY CONTROL
 LW3142  ___________________________________________________________________
 LW3142* NAD 83(1996)-  41 10 24.33131(N)    071 33 20.08032(W)     ADJUSTED  
 LW3142* NAVD 88     -                                                        
 LW3142  ___________________________________________________________________
 LW3142  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 LW3142  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW3142
 LW3142  HORZ ORDER  -  THIRD
 LW3142
 LW3142.The horizontal coordinates were established by classical geodetic methods
 LW3142.and adjusted by the National Geodetic Survey in August 1998..
 LW3142
 LW3142
 LW3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3142
 LW3142.The geoid height was determined by GEOID03.
 LW3142
 LW3142;                    North         East     Units Scale Factor Converg.
 LW3142;SPC RI       -    10,006.722    95,336.253   MT  0.99999402   -0 02 11.7
 LW3142;SPC RI       -    32,830.39    312,782.36   sFT  0.99999402   -0 02 11.7
 LW3142;UTM  19      - 4,561,157.776   285,626.731   MT  1.00016563   -1 40 59.1
 LW3142
 LW3142                          SUPERSEDED SURVEY CONTROL
 LW3142
 LW3142  NAD 83(1996)-  41 10 24.32948(N)    071 33 20.07901(W) AD(       ) 4
 LW3142  NAD 83(1992)-  41 10 24.32939(N)    071 33 20.07905(W) AD(       ) 4
 LW3142  NAD 83(1992)-  41 10 24.32832(N)    071 33 20.07965(W) AD(       ) 4
 LW3142  NAD 83(1986)-  41 10 24.32740(N)    071 33 20.07562(W) AD(       ) 4
 LW3142  NAD 27      -  41 10 23.95800(N)    071 33 21.87600(W) AD(       ) 3
 LW3142
 LW3142.Superseded values are not recommended for survey control.
 LW3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3142.See file dsdata.txt to determine how the superseded data were derived.
 LW3142
 LW3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8562761158(NAD 83)
 LW3142_MARKER: 14 = NAVIGATION LIGHT
 LW3142
 LW3142  HISTORY     - Date     Condition        Report By
 LW3142  HISTORY     - 1912     FIRST OBSERVED   CGS
 LW3142  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW3142
 LW3142                          STATION DESCRIPTION
 LW3142
 LW3142'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0173 ***********************************************************************
 LW0173  DESIGNATION -  J 16
 LW0173  PID         -  LW0173
 LW0173  STATE/COUNTY-  RI/PROVIDENCE
 LW0173  USGS QUAD   -  PAWTUCKET (1975)
 LW0173
 LW0173                         *CURRENT SURVEY CONTROL
 LW0173  ___________________________________________________________________
 LW0173* NAD 83(1986)-  41 52 46.     (N)    071 22 40.     (W)     SCALED    
 LW0173* NAVD 88     -        28.702  (meters)      94.17   (feet)  ADJUSTED  
 LW0173  ___________________________________________________________________
 LW0173  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW0173  DYNAMIC HT  -          28.693 (meters)      94.14  (feet)  COMP
 LW0173  MODELED GRAV-     980,327.7   (mgal)                       NAVD 88
 LW0173
 LW0173  VERT ORDER  -  FIRST     CLASS II
 LW0173
 LW0173.The horizontal coordinates were scaled from a topographic map and have
 LW0173.an estimated accuracy of +/- 6 seconds.
 LW0173
 LW0173.The orthometric height was determined by differential leveling
 LW0173.and adjusted by the National Geodetic Survey in June 1991..
 LW0173
 LW0173.The geoid height was determined by GEOID03.
 LW0173
 LW0173.The dynamic height is computed by dividing the NAVD 88
 LW0173.geopotential number by the normal gravity value computed on the
 LW0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0173.degrees latitude (g = 980.6199 gals.).
 LW0173
 LW0173.The modeled gravity was interpolated from observed gravity values.
 LW0173
 LW0173;                    North         East    Units  Estimated Accuracy
 LW0173;SPC RI       -    88,430.      110,150.      MT  (+/- 180 meters Scaled)
 LW0173
 LW0173                          SUPERSEDED SURVEY CONTROL
 LW0173
 LW0173  NGVD 29 (??/??/92)   28.945  (m)           94.96   (f) ADJ UNCH    1 2
 LW0173
 LW0173.Superseded values are not recommended for survey control.
 LW0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0173.See file dsdata.txt to determine how the superseded data were derived.
 LW0173
 LW0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG027391(NAD 83)
 LW0173_MARKER: DB = BENCH MARK DISK
 LW0173_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW0173_SP_SET: WALK
 LW0173_STAMPING: J 16 1965
 LW0173_MARK LOGO: CGS   
 LW0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0173
 LW0173  HISTORY     - Date     Condition        Report By
 LW0173  HISTORY     - 1965     MONUMENTED       CGS
 LW0173  HISTORY     - 1969     GOOD             NGS
 LW0173  HISTORY     - 1986     GOOD             RIGS
 LW0173
 LW0173                          STATION DESCRIPTION
 LW0173
 LW0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0173'AT PAWTUCKET.
 LW0173'AT PAWTUCKET, AT THE INTERSECTION OF COTTAGE STREET AND EXCHANGE
 LW0173'STREET, SET IN THE TOP OF THE PEDESTRAIN WALK ALONG THE NORTH
 LW0173'SIDE OF THE EXCHANGE STREET OVERPASS OVER INTERSTATE HIGHWAY 95,
 LW0173'32 FEET WEST OF THE WEST CURB OF COTTAGE STREET, 6 FEET NORTH OF
 LW0173'THE NORTH CURB OF EXCHANGE STREET, DIRECTLY OVER THE NORTH END
 LW0173'OF THE EAST ABUTMENT OF THE OVERPASS, ABOUT LEVEL WITH COTTAGE
 LW0173'ST. AND ABOUT ONE FOOT ABOVE THE LEVEL OF EXCHANGE STREET.
 LW0173
 LW0173                          STATION RECOVERY (1969)
 LW0173
 LW0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0173'RECOVERED IN GOOD CONDITION.
 LW0173
 LW0173                          STATION RECOVERY (1986)
 LW0173
 LW0173'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0099 ***********************************************************************
 LW0099  DESIGNATION -  J 17
 LW0099  PID         -  LW0099
 LW0099  STATE/COUNTY-  RI/WASHINGTON
 LW0099  USGS QUAD   -  WICKFORD (1995)
 LW0099
 LW0099                         *CURRENT SURVEY CONTROL
 LW0099  ___________________________________________________________________
 LW0099* NAD 83(1986)-  41 36 17.     (N)    071 25 31.     (W)     SCALED    
 LW0099* NAVD 88     -         7.637  (meters)      25.06   (feet)  ADJUSTED  
 LW0099  ___________________________________________________________________
 LW0099  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW0099  DYNAMIC HT  -           7.634 (meters)      25.05  (feet)  COMP
 LW0099  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 LW0099
 LW0099  VERT ORDER  -  FIRST     CLASS I
 LW0099
 LW0099.This mark is at Quonset State Airport (OQU)
 LW0099
 LW0099.The horizontal coordinates were scaled from a topographic map and have
 LW0099.an estimated accuracy of +/- 6 seconds.
 LW0099
 LW0099.The orthometric height was determined by differential leveling
 LW0099.and adjusted by the National Geodetic Survey in June 1991..
 LW0099
 LW0099.The geoid height was determined by GEOID03.
 LW0099
 LW0099.The dynamic height is computed by dividing the NAVD 88
 LW0099.geopotential number by the normal gravity value computed on the
 LW0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0099.degrees latitude (g = 980.6199 gals.).
 LW0099
 LW0099.The modeled gravity was interpolated from observed gravity values.
 LW0099
 LW0099;                    North         East    Units  Estimated Accuracy
 LW0099;SPC RI       -    57,910.      106,230.      MT  (+/- 180 meters Scaled)
 LW0099
 LW0099                          SUPERSEDED SURVEY CONTROL
 LW0099
 LW0099  NGVD 29 (??/??/92)    7.901  (m)           25.92   (f) ADJ UNCH    1 1
 LW0099
 LW0099.Superseded values are not recommended for survey control.
 LW0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0099.See file dsdata.txt to determine how the superseded data were derived.
 LW0099
 LW0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG978087(NAD 83)
 LW0099_MARKER: DB = BENCH MARK DISK
 LW0099_SETTING: 66 = SET IN ROCK OUTCROP
 LW0099_SP_SET: ROCK OUTCROP
 LW0099_STAMPING: J 17 1965
 LW0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0099+STABILITY: POSITION/ELEVATION WELL
 LW0099
 LW0099  HISTORY     - Date     Condition        Report By
 LW0099  HISTORY     - 1965     MONUMENTED       CGS
 LW0099  HISTORY     - 1974     GOOD             DOD
 LW0099
 LW0099                          STATION DESCRIPTION
 LW0099
 LW0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0099'AT QUONSET POINT NAS.
 LW0099'AT QUONSET POINT NAVAL AIR STATION, ABOUT 95 YARDS SOUTHEAST OF
 LW0099'THE JUNCTION OF A BLACK TOP ROAD LEADING NORTHEAST FROM CAMP
 LW0099'AVENUE TO THE NORTH END OF A RUNWAY, 121 FEET SOUTHEAST OF THE
 LW0099'CENTER OF JUNCTION OF CAMP AVENUE AND DRIVE NORTHEAST, SET IN THE
 LW0099'TOP OF A ROCK OUTCROP WHICH IS 4 FEET LONG AND 2 FEET WIDE AND
 LW0099'IS PART OF A MASS OF ROCKS, 32 FEET SOUTHWEST OF THE CENTER LINE
 LW0099'OF CAMP AVENUE AND 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 LW0099
 LW0099                          STATION RECOVERY (1974)
 LW0099
 LW0099'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 LW0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0752 ***********************************************************************
 LW0752  DESIGNATION -  J 18
 LW0752  PID         -  LW0752
 LW0752  STATE/COUNTY-  RI/WASHINGTON
 LW0752  USGS QUAD   -  ASHAWAY (1984)
 LW0752
 LW0752                         *CURRENT SURVEY CONTROL
 LW0752  ___________________________________________________________________
 LW0752* NAD 83(1986)-  41 23 05.     (N)    071 48 44.     (W)     SCALED    
 LW0752* NAVD 88     -        25.095  (meters)      82.33   (feet)  ADJUSTED  
 LW0752  ___________________________________________________________________
 LW0752  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW0752  DYNAMIC HT  -          25.086 (meters)      82.30  (feet)  COMP
 LW0752  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 LW0752
 LW0752  VERT ORDER  -  FIRST     CLASS I
 LW0752
 LW0752.The horizontal coordinates were scaled from a topographic map and have
 LW0752.an estimated accuracy of +/- 6 seconds.
 LW0752
 LW0752.The orthometric height was determined by differential leveling
 LW0752.and adjusted by the National Geodetic Survey in June 1991..
 LW0752
 LW0752.The geoid height was determined by GEOID03.
 LW0752
 LW0752.The dynamic height is computed by dividing the NAVD 88
 LW0752.geopotential number by the normal gravity value computed on the
 LW0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0752.degrees latitude (g = 980.6199 gals.).
 LW0752
 LW0752.The modeled gravity was interpolated from observed gravity values.
 LW0752
 LW0752;                    North         East    Units  Estimated Accuracy
 LW0752;SPC RI       -    33,520.       73,890.      MT  (+/- 180 meters Scaled)
 LW0752
 LW0752                          SUPERSEDED SURVEY CONTROL
 LW0752
 LW0752  NGVD 29 (??/??/92)   25.379  (m)           83.26   (f) ADJ UNCH    1 1
 LW0752
 LW0752.Superseded values are not recommended for survey control.
 LW0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0752.See file dsdata.txt to determine how the superseded data were derived.
 LW0752
 LW0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF648852(NAD 83)
 LW0752_MARKER: DB = BENCH MARK DISK
 LW0752_SETTING: 66 = SET IN ROCK OUTCROP
 LW0752_SP_SET: BEDROCK
 LW0752_STAMPING: J 18 1965
 LW0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0752+STABILITY: POSITION/ELEVATION WELL
 LW0752
 LW0752  HISTORY     - Date     Condition        Report By
 LW0752  HISTORY     - 1965     MONUMENTED       CGS
 LW0752  HISTORY     - 1969     GOOD             NGS
 LW0752  HISTORY     - 1984     GOOD             USPSQD
 LW0752  HISTORY     - 1988     GOOD             USPSQD
 LW0752  HISTORY     - 1989     GOOD             USPSQD
 LW0752  HISTORY     - 1989     GOOD             USPSQD
 LW0752
 LW0752                          STATION DESCRIPTION
 LW0752
 LW0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0752'AT WESTERLY.
 LW0752'AT WESTERLY, 0.6 MILE EAST ALONG STATE HIGHWAY 91 FROM THE
 LW0752'JUNCTION OF STATE HIGHWAY 3, THENCE 0.1 MILE NORTHEAST ALONG OLD
 LW0752'HOPKINTON ROAD, 83 FEET WEST OF THE WEST CORNER OF THE ROAD
 LW0752'OVERPASS OVER THE PENN CENTRAL RAILROAD (FORMERLY THE NY, NH AND
 LW0752'H RAILROAD), SET ON THE TOP OF THE SOUTH CORNER OF A LARGE MASS
 LW0752'OF BEDROCK WHICH IS PART OF A CUT ALONG THE SOUTHEAST SIDE OF THE
 LW0752'TRACKS, 308 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 91, 34
 LW0752'FEET NORTHWEST OF THE CENTER LINE OF OLD HOPKINTON ROAD, 3 FEET
 LW0752'NORTH OF THE SOUTH CORNER OF THE EXPOSED PORTION OF THE ROCK AND
 LW0752'2 FEET ABOVE THE LEVEL OF THE ROAD.
 LW0752
 LW0752                          STATION RECOVERY (1984)
 LW0752
 LW0752'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0752'RECOVERED IN GOOD CONDITION.
 LW0752
 LW0752                          STATION RECOVERY (1988)
 LW0752
 LW0752'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0752'RECOVERED IN GOOD CONDITION.
 LW0752
 LW0752                          STATION RECOVERY (1989)
 LW0752
 LW0752'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0752'RECOVERED IN GOOD CONDITION.
 LW0752
 LW0752                          STATION RECOVERY (1989)
 LW0752
 LW0752'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0959 ***********************************************************************
 LW0959  DESIGNATION -  J 19
 LW0959  PID         -  LW0959
 LW0959  STATE/COUNTY-  RI/WASHINGTON
 LW0959  USGS QUAD   -  CAROLINA (1970)
 LW0959
 LW0959                         *CURRENT SURVEY CONTROL
 LW0959  ___________________________________________________________________
 LW0959* NAD 83(1986)-  41 28 46.     (N)    071 44 42.     (W)     SCALED    
 LW0959* NAVD 88     -        34.570  (meters)     113.42   (feet)  ADJUSTED  
 LW0959  ___________________________________________________________________
 LW0959  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW0959  DYNAMIC HT  -          34.558 (meters)     113.38  (feet)  COMP
 LW0959  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 LW0959
 LW0959  VERT ORDER  -  SECOND    CLASS 0
 LW0959
 LW0959.The horizontal coordinates were scaled from a topographic map and have
 LW0959.an estimated accuracy of +/- 6 seconds.
 LW0959
 LW0959.The orthometric height was determined by differential leveling
 LW0959.and adjusted by the National Geodetic Survey in June 1991..
 LW0959
 LW0959.The geoid height was determined by GEOID03.
 LW0959
 LW0959.The dynamic height is computed by dividing the NAVD 88
 LW0959.geopotential number by the normal gravity value computed on the
 LW0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0959.degrees latitude (g = 980.6199 gals.).
 LW0959
 LW0959.The modeled gravity was interpolated from observed gravity values.
 LW0959
 LW0959;                    North         East    Units  Estimated Accuracy
 LW0959;SPC RI       -    44,020.       79,540.      MT  (+/- 180 meters Scaled)
 LW0959
 LW0959                          SUPERSEDED SURVEY CONTROL
 LW0959
 LW0959  NGVD 29 (??/??/92)   34.847  (m)          114.33   (f) ADJ UNCH    2 0
 LW0959
 LW0959.Superseded values are not recommended for survey control.
 LW0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0959.See file dsdata.txt to determine how the superseded data were derived.
 LW0959
 LW0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF708956(NAD 83)
 LW0959_MARKER: DB = BENCH MARK DISK
 LW0959_SETTING: 66 = SET IN ROCK OUTCROP
 LW0959_SP_SET: ROCK LEDGE
 LW0959_STAMPING: J 19 1969
 LW0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0959+STABILITY: POSITION/ELEVATION WELL
 LW0959
 LW0959  HISTORY     - Date     Condition        Report By
 LW0959  HISTORY     - 1969     MONUMENTED       CGS
 LW0959  HISTORY     - 1984     GOOD             USPSQD
 LW0959  HISTORY     - 1988     GOOD             USPSQD
 LW0959  HISTORY     - 1989     GOOD             USPSQD
 LW0959  HISTORY     - 1990     GOOD             USPSQD
 LW0959
 LW0959                          STATION DESCRIPTION
 LW0959
 LW0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0959'5 MI NE FROM ASHAWAY.
 LW0959'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0959'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, THENCE 3.15 MILES
 LW0959'NORTHEAST ALONG INTERSTATE HIGHWAY 95, ON THE NORTHEAST SLOPE OF
 LW0959'A LONG HILL, ABOUT 0.1 MILE SOUTHWEST OF AN 18-FOOT CONCRETE
 LW0959'BOX CULVERT OVER CANONCHET BROOK, SET ON THE TOP OF THE HIGHEST
 LW0959'PART OF A ROCK LEDGE WHICH IS 15 FEET LONG-3 FEET WIDE AND
 LW0959'PROJECTS 3 FEET, ALONG THE NORTH SIDE OF A SMALL RAVINE, 89 1/2
 LW0959'FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW0959'HIGHWAY, 5 FEET NORTHWEST OF THE SOUTHEAST END OF THE EXPOSED
 LW0959'PORTION OF THE LEDGE AND ABOUT LEVEL WITH THE HIGHWAY.
 LW0959
 LW0959                          STATION RECOVERY (1984)
 LW0959
 LW0959'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0959'RECOVERED IN GOOD CONDITION.
 LW0959
 LW0959                          STATION RECOVERY (1988)
 LW0959
 LW0959'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0959'RECOVERED IN GOOD CONDITION.
 LW0959
 LW0959                          STATION RECOVERY (1989)
 LW0959
 LW0959'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0959'RECOVERED IN GOOD CONDITION.
 LW0959
 LW0959                          STATION RECOVERY (1990)
 LW0959
 LW0959'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0121 ***********************************************************************
 LW0121  DESIGNATION -  J 2
 LW0121  PID         -  LW0121
 LW0121  STATE/COUNTY-  RI/KENT
 LW0121  USGS QUAD   -  EAST GREENWICH (1975)
 LW0121
 LW0121                         *CURRENT SURVEY CONTROL
 LW0121  ___________________________________________________________________
 LW0121* NAD 83(1986)-  41 41 57.     (N)    071 27 09.     (W)     SCALED    
 LW0121* NAVD 88     -         7.024  (meters)      23.04   (feet)  ADJUSTED  
 LW0121  ___________________________________________________________________
 LW0121  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW0121  DYNAMIC HT  -           7.021 (meters)      23.03  (feet)  COMP
 LW0121  MODELED GRAV-     980,291.1   (mgal)                       NAVD 88
 LW0121
 LW0121  VERT ORDER  -  FIRST     CLASS I
 LW0121
 LW0121.The horizontal coordinates were scaled from a topographic map and have
 LW0121.an estimated accuracy of +/- 6 seconds.
 LW0121
 LW0121.The orthometric height was determined by differential leveling
 LW0121.and adjusted by the National Geodetic Survey in June 1991..
 LW0121
 LW0121.The geoid height was determined by GEOID03.
 LW0121
 LW0121.The dynamic height is computed by dividing the NAVD 88
 LW0121.geopotential number by the normal gravity value computed on the
 LW0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0121.degrees latitude (g = 980.6199 gals.).
 LW0121
 LW0121.The modeled gravity was interpolated from observed gravity values.
 LW0121
 LW0121;                    North         East    Units  Estimated Accuracy
 LW0121;SPC RI       -    68,400.      103,950.      MT  (+/- 180 meters Scaled)
 LW0121
 LW0121                          SUPERSEDED SURVEY CONTROL
 LW0121
 LW0121  NGVD 29 (??/??/92)    7.281  (m)           23.89   (f) ADJ UNCH    1 1
 LW0121
 LW0121.Superseded values are not recommended for survey control.
 LW0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0121.See file dsdata.txt to determine how the superseded data were derived.
 LW0121
 LW0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG959192(NAD 83)
 LW0121_MARKER: DB = BENCH MARK DISK
 LW0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0121_SP_SET: OVERPASS ABUTMENT
 LW0121_STAMPING: ELEV 23.980 FT J 2 1923
 LW0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0121+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 LW0121
 LW0121  HISTORY     - Date     Condition        Report By
 LW0121  HISTORY     - 1923     MONUMENTED       CGS
 LW0121  HISTORY     - 1965     GOOD             NGS
 LW0121  HISTORY     - 20050206 GOOD             USPSQD
 LW0121
 LW0121                          STATION DESCRIPTION
 LW0121
 LW0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0121'AT WARWICK.
 LW0121'AT WARWICK, IN THE APPONAUG SECTION OF WARWICK, AT THE APPONAUG
 LW0121'FREIGHT STATION, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0121'RAILROAD, SET ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 LW0121'ABUTMENT OF RAILROAD OVERPASS OVER WEST SHORE ROAD (STATE HIGHWAY
 LW0121'117) 8 FEET WEST OF THE WEST RAIL OF THE WEST ONE OF TWO TRACKS AND
 LW0121'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 LW0121
 LW0121                          STATION RECOVERY (2005)
 LW0121
 LW0121'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 LW0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1392 ***********************************************************************
 LW1392  DESIGNATION -  J 20
 LW1392  PID         -  LW1392
 LW1392  STATE/COUNTY-  RI/WASHINGTON
 LW1392  USGS QUAD   -  SLOCUM (1975)
 LW1392
 LW1392                         *CURRENT SURVEY CONTROL
 LW1392  ___________________________________________________________________
 LW1392* NAD 83(1986)-  41 34 45.     (N)    071 33 03.     (W)     SCALED    
 LW1392* NAVD 88     -        81.671  (meters)     267.95   (feet)  ADJUSTED  
 LW1392  ___________________________________________________________________
 LW1392  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW1392  DYNAMIC HT  -          81.643 (meters)     267.86  (feet)  COMP
 LW1392  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 LW1392
 LW1392  VERT ORDER  -  SECOND    CLASS 0
 LW1392
 LW1392.The horizontal coordinates were scaled from a topographic map and have
 LW1392.an estimated accuracy of +/- 6 seconds.
 LW1392
 LW1392.The orthometric height was determined by differential leveling
 LW1392.and adjusted by the National Geodetic Survey in June 1991..
 LW1392
 LW1392.The geoid height was determined by GEOID03.
 LW1392
 LW1392.The dynamic height is computed by dividing the NAVD 88
 LW1392.geopotential number by the normal gravity value computed on the
 LW1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1392.degrees latitude (g = 980.6199 gals.).
 LW1392
 LW1392.The modeled gravity was interpolated from observed gravity values.
 LW1392
 LW1392;                    North         East    Units  Estimated Accuracy
 LW1392;SPC RI       -    55,070.       95,760.      MT  (+/- 180 meters Scaled)
 LW1392
 LW1392                          SUPERSEDED SURVEY CONTROL
 LW1392
 LW1392  NGVD 29 (??/??/92)   81.938  (m)          268.82   (f) ADJ UNCH    2 0
 LW1392
 LW1392.Superseded values are not recommended for survey control.
 LW1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1392.See file dsdata.txt to determine how the superseded data were derived.
 LW1392
 LW1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG873061(NAD 83)
 LW1392_MARKER: DB = BENCH MARK DISK
 LW1392_SETTING: 66 = SET IN ROCK OUTCROP
 LW1392_SP_SET: ROCK LEDGE
 LW1392_STAMPING: J 20 1969
 LW1392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1392+STABILITY: POSITION/ELEVATION WELL
 LW1392
 LW1392  HISTORY     - Date     Condition        Report By
 LW1392  HISTORY     - 1969     MONUMENTED       CGS
 LW1392  HISTORY     - 1986     GOOD             USPSQD
 LW1392  HISTORY     - 1988     GOOD             USPSQD
 LW1392  HISTORY     - 1988     GOOD             USPSQD
 LW1392  HISTORY     - 1989     GOOD             USPSQD
 LW1392  HISTORY     - 1990     GOOD             USPSQD
 LW1392  HISTORY     - 19971001 GOOD             USPSQD
 LW1392
 LW1392                          STATION DESCRIPTION
 LW1392
 LW1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1392'0.4 MI E FROM EXETER.
 LW1392'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1392'HILL BAPTIST CHURCH AT EXETER, ON THE SOUTHEAST SLOPE OF A HILL,
 LW1392'ABOUT 70 YARDS NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 LW1392'GRAVELED ROAD LEADING SOUTHWEST, ON TOP OF A 5-FOOT HIGH CUT, SET
 LW1392'ON THE TOP AND NEAR THE CENTER OF A ROCK LEDGE WHICH IS 8 FEET
 LW1392'LONG-AND 1 1/2 FEET WIDE, 30.8 FEET SOUTHWEST OF THE CENTER LINE
 LW1392'OF THE HIGHWAY, 2.3 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 LW1392'ROCK AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1392
 LW1392                          STATION RECOVERY (1986)
 LW1392
 LW1392'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1392'RECOVERED IN GOOD CONDITION.
 LW1392
 LW1392                          STATION RECOVERY (1988)
 LW1392
 LW1392'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1392'RECOVERED IN GOOD CONDITION.
 LW1392
 LW1392                          STATION RECOVERY (1988)
 LW1392
 LW1392'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1392'RECOVERED IN GOOD CONDITION.
 LW1392
 LW1392                          STATION RECOVERY (1989)
 LW1392
 LW1392'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1392'RECOVERED IN GOOD CONDITION.
 LW1392
 LW1392                          STATION RECOVERY (1990)
 LW1392
 LW1392'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1392'RECOVERED IN GOOD CONDITION.
 LW1392
 LW1392                          STATION RECOVERY (1997)
 LW1392
 LW1392'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1352 ***********************************************************************
 LW1352  DESIGNATION -  J 21
 LW1352  PID         -  LW1352
 LW1352  STATE/COUNTY-  RI/KENT
 LW1352  USGS QUAD   -  CROMPTON (1995)
 LW1352
 LW1352                         *CURRENT SURVEY CONTROL
 LW1352  ___________________________________________________________________
 LW1352* NAD 83(1986)-  41 41 08.     (N)    071 33 39.     (W)     SCALED    
 LW1352* NAVD 88     -        68.942  (meters)     226.19   (feet)  ADJUSTED  
 LW1352  ___________________________________________________________________
 LW1352  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW1352  DYNAMIC HT  -          68.918 (meters)     226.11  (feet)  COMP
 LW1352  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 LW1352
 LW1352  VERT ORDER  -  SECOND    CLASS 0
 LW1352
 LW1352.The horizontal coordinates were scaled from a topographic map and have
 LW1352.an estimated accuracy of +/- 6 seconds.
 LW1352
 LW1352.The orthometric height was determined by differential leveling
 LW1352.and adjusted by the National Geodetic Survey in June 1991..
 LW1352
 LW1352.The geoid height was determined by GEOID03.
 LW1352
 LW1352.The dynamic height is computed by dividing the NAVD 88
 LW1352.geopotential number by the normal gravity value computed on the
 LW1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1352.degrees latitude (g = 980.6199 gals.).
 LW1352
 LW1352.The modeled gravity was interpolated from observed gravity values.
 LW1352
 LW1352;                    North         East    Units  Estimated Accuracy
 LW1352;SPC RI       -    66,890.       94,940.      MT  (+/- 180 meters Scaled)
 LW1352
 LW1352                          SUPERSEDED SURVEY CONTROL
 LW1352
 LW1352  NGVD 29 (??/??/92)   69.190  (m)          227.00   (f) ADJ UNCH    2 0
 LW1352
 LW1352.Superseded values are not recommended for survey control.
 LW1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1352.See file dsdata.txt to determine how the superseded data were derived.
 LW1352
 LW1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG868180(NAD 83)
 LW1352_MARKER: DB = BENCH MARK DISK
 LW1352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1352_SP_SET: BRIDGE
 LW1352_STAMPING: J 21 1969
 LW1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1352
 LW1352  HISTORY     - Date     Condition        Report By
 LW1352  HISTORY     - 1969     MONUMENTED       CGS
 LW1352  HISTORY     - 1987     GOOD             USPSQD
 LW1352  HISTORY     - 1988     GOOD             USPSQD
 LW1352
 LW1352                          STATION DESCRIPTION
 LW1352
 LW1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1352'AT COVENTRY.
 LW1352'AT COVENTRY, 0.4 MILE EAST ALONG STATE HIGHWAY 117 FROM THE
 LW1352'POST OFFICE BUILDING, THENCE 0.3 MILE SOUTH ALONG STATE HIGHWAY
 LW1352'33, ABOUT 0.15 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 3,
 LW1352'SET ON THE TOP OF THE CONCRETE CAP ON TOP OF THE STONE WING WALL
 LW1352'AT THE SOUTHEAST CORNER OF THE SANDY BOTTOM BRIDGE OVER THE SOUTH
 LW1352'BRANCH OF THE PAWTUXET RIVER, 26 FEET EAST OF THE CENTER LINE OF
 LW1352'THE HIGHWAY, 2 FEET SOUTH OF THE SOUTH END OF THE EAST CONCRETE
 LW1352'GUARD RAIL OF THE BRIDGE AND 1 FOOT ABOVE THE LEVEL OF THE
 LW1352'HIGHWAY.
 LW1352
 LW1352                          STATION RECOVERY (1987)
 LW1352
 LW1352'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1352'RECOVERED IN GOOD CONDITION.
 LW1352
 LW1352                          STATION RECOVERY (1988)
 LW1352
 LW1352'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0989 ***********************************************************************
 LW0989  DESIGNATION -  J 22
 LW0989  PID         -  LW0989
 LW0989  STATE/COUNTY-  RI/WASHINGTON
 LW0989  USGS QUAD   -  CAROLINA (1970)
 LW0989
 LW0989                         *CURRENT SURVEY CONTROL
 LW0989  ___________________________________________________________________
 LW0989* NAD 83(1986)-  41 23 06.     (N)    071 39 34.     (W)     SCALED    
 LW0989* NAVD 88     -        14.553  (meters)      47.75   (feet)  ADJUSTED  
 LW0989  ___________________________________________________________________
 LW0989  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LW0989  DYNAMIC HT  -          14.548 (meters)      47.73  (feet)  COMP
 LW0989  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 LW0989
 LW0989  VERT ORDER  -  SECOND    CLASS 0
 LW0989
 LW0989.The horizontal coordinates were scaled from a topographic map and have
 LW0989.an estimated accuracy of +/- 6 seconds.
 LW0989
 LW0989.The orthometric height was determined by differential leveling
 LW0989.and adjusted by the National Geodetic Survey in June 1991..
 LW0989
 LW0989.The geoid height was determined by GEOID03.
 LW0989
 LW0989.The dynamic height is computed by dividing the NAVD 88
 LW0989.geopotential number by the normal gravity value computed on the
 LW0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0989.degrees latitude (g = 980.6199 gals.).
 LW0989
 LW0989.The modeled gravity was interpolated from observed gravity values.
 LW0989
 LW0989;                    North         East    Units  Estimated Accuracy
 LW0989;SPC RI       -    33,520.       86,660.      MT  (+/- 180 meters Scaled)
 LW0989
 LW0989                          SUPERSEDED SURVEY CONTROL
 LW0989
 LW0989  NGVD 29 (??/??/92)   14.837  (m)           48.68   (f) ADJ UNCH    2 0
 LW0989
 LW0989.Superseded values are not recommended for survey control.
 LW0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0989.See file dsdata.txt to determine how the superseded data were derived.
 LW0989
 LW0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF776849(NAD 83)
 LW0989_MARKER: DD = SURVEY DISK
 LW0989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0989_SP_SET: SIGN BASE
 LW0989_STAMPING: J 22
 LW0989_MARK LOGO: CGS   
 LW0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0989
 LW0989  HISTORY     - Date     Condition        Report By
 LW0989  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0989  HISTORY     - 1969     GOOD             NGS
 LW0989  HISTORY     - 1984     GOOD             USPSQD
 LW0989  HISTORY     - 19860606 GOOD             RIGS
 LW0989  HISTORY     - 1989     GOOD             USPSQD
 LW0989  HISTORY     - 1990     GOOD             USPSQD
 LW0989
 LW0989                          STATION DESCRIPTION
 LW0989
 LW0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0989'1 MI SW FROM CHARLESTOWN.
 LW0989'ABOUT 0.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 LW0989'OF STATE HIGHWAY 2 AND 112 AT CHARLESTOWN, AT THE JUNCTION OF
 LW0989'KING FACTORY ROAD LEADING WEST, SET ON THE TOP OF A CONCRETE
 LW0989'BASE SUPPORTING A HIGHWAY SIGN KING FACTORY ROAD, 30 FEET NORTH
 LW0989'OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 10
 LW0989'FEET SOUTH OF THE SOUTH CURB OF THE KING FACTORY EXIT, 1.2 FEET
 LW0989'EAST OF THE WEST END OF THE CONCRETE BASE AND 1 FOOT ABOVE THE
 LW0989'LEVEL OF THE HIGHWAY.  NOTE-- STAMPED BY THIS PARTY.
 LW0989
 LW0989                          STATION RECOVERY (1984)
 LW0989
 LW0989'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0989'RECOVERED IN GOOD CONDITION.
 LW0989
 LW0989                          STATION RECOVERY (1986)
 LW0989
 LW0989'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0989'ABOUT 0.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0989'STATE HIGHWAY 2 AND 112 AT CHARLESTOWN, AT THE JUNCTION OF KING
 LW0989'FACTORY ROAD LEADING WEST, SET ON THE TOP OF A CONCRETE BASE
 LW0989'SUPPORTING A HIGHWAY SIGN KING FACTORY ROAD, 30 FEET NORTH OF THE
 LW0989'CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 10 FEET SOUTH OF
 LW0989'THE SOUTH CURB OF THE KING FACTORY EXIT, 1.2 FEET EAST OF THE WEST
 LW0989'END OF THE CONCRETE BASE AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0989'NOTE-- STAMPED BY THIS PARTY.  IN 1984 THIS POINT WAS REPORTED BY
 LW0989'USPSQD AS BEING IN GOOD CONDITION.
 LW0989
 LW0989                          STATION RECOVERY (1989)
 LW0989
 LW0989'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0989'RECOVERED IN GOOD CONDITION.
 LW0989
 LW0989                          STATION RECOVERY (1990)
 LW0989
 LW0989'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0677 ***********************************************************************
 LW0677  DESIGNATION -  J 23
 LW0677  PID         -  LW0677
 LW0677  STATE/COUNTY-  RI/WASHINGTON
 LW0677  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0677
 LW0677                         *CURRENT SURVEY CONTROL
 LW0677  ___________________________________________________________________
 LW0677* NAD 83(1986)-  41 29 40.     (N)    071 27 28.     (W)     SCALED    
 LW0677* NAVD 88     -        68.541  (meters)     224.87   (feet)  ADJUSTED  
 LW0677  ___________________________________________________________________
 LW0677  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW0677  DYNAMIC HT  -          68.518 (meters)     224.80  (feet)  COMP
 LW0677  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 LW0677
 LW0677  VERT ORDER  -  SECOND    CLASS 0
 LW0677
 LW0677.The horizontal coordinates were scaled from a topographic map and have
 LW0677.an estimated accuracy of +/- 6 seconds.
 LW0677
 LW0677.The orthometric height was determined by differential leveling
 LW0677.and adjusted by the National Geodetic Survey in June 1991..
 LW0677
 LW0677.The geoid height was determined by GEOID03.
 LW0677
 LW0677.The dynamic height is computed by dividing the NAVD 88
 LW0677.geopotential number by the normal gravity value computed on the
 LW0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0677.degrees latitude (g = 980.6199 gals.).
 LW0677
 LW0677.The modeled gravity was interpolated from observed gravity values.
 LW0677
 LW0677;                    North         East    Units  Estimated Accuracy
 LW0677;SPC RI       -    45,660.      103,530.      MT  (+/- 180 meters Scaled)
 LW0677
 LW0677                          SUPERSEDED SURVEY CONTROL
 LW0677
 LW0677  NGVD 29 (??/??/92)   68.816  (m)          225.77   (f) ADJ UNCH    2 0
 LW0677
 LW0677.Superseded values are not recommended for survey control.
 LW0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0677.See file dsdata.txt to determine how the superseded data were derived.
 LW0677
 LW0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF948965(NAD 83)
 LW0677_MARKER: DB = BENCH MARK DISK
 LW0677_SETTING: 80 = SET IN A BOULDER
 LW0677_SP_SET: BOULDER
 LW0677_STAMPING: J 23 1969
 LW0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0677+STABILITY: SURFACE MOTION
 LW0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0677+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW0677
 LW0677  HISTORY     - Date     Condition        Report By
 LW0677  HISTORY     - 1969     MONUMENTED       CGS
 LW0677  HISTORY     - 1987     GOOD             USPSQD
 LW0677  HISTORY     - 1989     GOOD             USPSQD
 LW0677  HISTORY     - 19950729 GOOD             USPSQD
 LW0677  HISTORY     - 20011010 GOOD             USPSQD
 LW0677  HISTORY     - 20040417 GOOD             USPSQD
 LW0677  HISTORY     - 20060630 GOOD             USPSQD
 LW0677
 LW0677                          STATION DESCRIPTION
 LW0677
 LW0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0677'3.5 MI E FROM KINGSTON.
 LW0677'3.5 MILES EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION OF STATE
 LW0677'HIGHWAY 108 AT KINGSTON, SET ON THE TOP OF A 6-BY-5-FOOT IMBEDDED
 LW0677'BOULDER WHICH PROJECTS 3 FEET ON THE SOUTHWEST SIDE, 360 FEET
 LW0677'WEST OF THE CENTER OF THE JUNCTION OF THE SOUTHBOUND LANE OF
 LW0677'U.S. HIGHWAY 1 AND STATE HIGHWAY 138, 57 FEET EAST OF THE EXTENDED
 LW0677'CENTER LINE OF KARISON STREET, 28 FEET NORTH OF THE CENTER LINE
 LW0677'OF STATE HIGHWAY 138, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0677'NOTE-- MARK MAY BE REACHED BY GOING 5.6 MILES NORTHEAST ALONG
 LW0677'U.S. HIGHWAY 1 FROM THE OVERPASS OVER POND STREET AT WAKEFIELD,
 LW0677'THENCE 0.05 MILE WEST ALONG STATE HIGHWAY 138.
 LW0677
 LW0677                          STATION RECOVERY (1987)
 LW0677
 LW0677'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0677'RECOVERED IN GOOD CONDITION.
 LW0677
 LW0677                          STATION RECOVERY (1989)
 LW0677
 LW0677'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0677'RECOVERED IN GOOD CONDITION.
 LW0677
 LW0677                          STATION RECOVERY (1995)
 LW0677
 LW0677'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW0677'RECOVERED IN GOOD CONDITION.
 LW0677
 LW0677                          STATION RECOVERY (2001)
 LW0677
 LW0677'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0677'RECOVERED IN GOOD CONDITION.
 LW0677
 LW0677                          STATION RECOVERY (2004)
 LW0677
 LW0677'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0677'RECOVERED IN GOOD CONDITION.
 LW0677
 LW0677                          STATION RECOVERY (2006)
 LW0677
 LW0677'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0451 ***********************************************************************
 LW0451  DESIGNATION -  J 24
 LW0451  PID         -  LW0451
 LW0451  STATE/COUNTY-  RI/KENT
 LW0451  USGS QUAD   -  EAST GREENWICH (1975)
 LW0451
 LW0451                         *CURRENT SURVEY CONTROL
 LW0451  ___________________________________________________________________
 LW0451* NAD 83(1986)-  41 43 00.     (N)    071 27 48.     (W)     SCALED    
 LW0451* NAVD 88     -        20.025  (meters)      65.70   (feet)  ADJUSTED  
 LW0451  ___________________________________________________________________
 LW0451  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW0451  DYNAMIC HT  -          20.018 (meters)      65.68  (feet)  COMP
 LW0451  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 LW0451
 LW0451  VERT ORDER  -  SECOND    CLASS 0
 LW0451
 LW0451.The horizontal coordinates were scaled from a topographic map and have
 LW0451.an estimated accuracy of +/- 6 seconds.
 LW0451
 LW0451.The orthometric height was determined by differential leveling
 LW0451.and adjusted by the National Geodetic Survey in June 1991..
 LW0451
 LW0451.The geoid height was determined by GEOID03.
 LW0451
 LW0451.The dynamic height is computed by dividing the NAVD 88
 LW0451.geopotential number by the normal gravity value computed on the
 LW0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0451.degrees latitude (g = 980.6199 gals.).
 LW0451
 LW0451.The modeled gravity was interpolated from observed gravity values.
 LW0451
 LW0451;                    North         East    Units  Estimated Accuracy
 LW0451;SPC RI       -    70,340.      103,050.      MT  (+/- 180 meters Scaled)
 LW0451
 LW0451                          SUPERSEDED SURVEY CONTROL
 LW0451
 LW0451  NGVD 29 (??/??/92)   20.282  (m)           66.54   (f) ADJ UNCH    2 0
 LW0451
 LW0451.Superseded values are not recommended for survey control.
 LW0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0451.See file dsdata.txt to determine how the superseded data were derived.
 LW0451
 LW0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG950212(NAD 83)
 LW0451_MARKER: DB = BENCH MARK DISK
 LW0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0451_STAMPING: J 24 1969
 LW0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0451+STABILITY: SURFACE MOTION
 LW0451
 LW0451  HISTORY     - Date     Condition        Report By
 LW0451  HISTORY     - 1969     MONUMENTED       CGS
 LW0451
 LW0451                          STATION DESCRIPTION
 LW0451
 LW0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0451'0.8 MI W FROM WARWICK.
 LW0451'ABOUT 0.85 MILE WEST ALONG STATE HIGHWAY 113 (MAIN STREET) FROM
 LW0451'THE INTERSECTION OF U.S. HIGHWAY 1 AT WARWICK, AT THE
 LW0451'INTERSECTION OF STATE HIGHWAY 113 AND 5, IN THE MEDIAN OF STATE
 LW0451'HIGHWAY 5, 39 FEET EAST OF THE EAST CURB OF THE SOUTHBOUND LANE
 LW0451'OF STATE HIGHWAY 5, 33 FEET SOUTH OF THE SOUTH CURB OF THE
 LW0451'EASTBOUND LANE OF STATE HIGHWAY 113, 34 FEET SOUTHEAST OF THE
 LW0451'SOUTHEAST CORNER OF A 5-BY-2- FOOT SIGNAL LIGHT CONTROL BOX,
 LW0451'1.5 FEET WEST OF THE WEST CURB OF THE NORTHBOUND LANE OF STATE
 LW0451'HIGHWAY 5 (GREENWICH AVENUE), ABOUT LEVEL WITH THE TOP OF THE
 LW0451'CURB AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1204 ***********************************************************************
 LW1204  DESIGNATION -  J 25
 LW1204  PID         -  LW1204
 LW1204  STATE/COUNTY-  RI/PROVIDENCE
 LW1204  USGS QUAD   -  CHEPACHET (1975)
 LW1204
 LW1204                         *CURRENT SURVEY CONTROL
 LW1204  ___________________________________________________________________
 LW1204* NAD 83(1986)-  41 57 07.     (N)    071 39 14.     (W)     SCALED    
 LW1204* NAVD 88     -       126.684  (meters)     415.63   (feet)  ADJUSTED  
 LW1204  ___________________________________________________________________
 LW1204  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW1204  DYNAMIC HT  -         126.641 (meters)     415.49  (feet)  COMP
 LW1204  MODELED GRAV-     980,280.8   (mgal)                       NAVD 88
 LW1204
 LW1204  VERT ORDER  -  SECOND    CLASS 0
 LW1204
 LW1204.The horizontal coordinates were scaled from a topographic map and have
 LW1204.an estimated accuracy of +/- 6 seconds.
 LW1204
 LW1204.The orthometric height was determined by differential leveling
 LW1204.and adjusted by the National Geodetic Survey in June 1991..
 LW1204
 LW1204.The geoid height was determined by GEOID03.
 LW1204
 LW1204.The dynamic height is computed by dividing the NAVD 88
 LW1204.geopotential number by the normal gravity value computed on the
 LW1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1204.degrees latitude (g = 980.6199 gals.).
 LW1204
 LW1204.The modeled gravity was interpolated from observed gravity values.
 LW1204
 LW1204;                    North         East    Units  Estimated Accuracy
 LW1204;SPC RI       -    96,480.       87,240.      MT  (+/- 180 meters Scaled)
 LW1204
 LW1204                          SUPERSEDED SURVEY CONTROL
 LW1204
 LW1204  NGVD 29 (??/??/92)  126.927  (m)          416.43   (f) ADJ UNCH    2 0
 LW1204
 LW1204.Superseded values are not recommended for survey control.
 LW1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1204.See file dsdata.txt to determine how the superseded data were derived.
 LW1204
 LW1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG800478(NAD 83)
 LW1204_MARKER: DB = BENCH MARK DISK
 LW1204_SETTING: 66 = SET IN ROCK OUTCROP
 LW1204_SP_SET: ROCK OUTCROP
 LW1204_STAMPING: J 25 1969
 LW1204_MARK LOGO: CGS   
 LW1204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1204+STABILITY: POSITION/ELEVATION WELL
 LW1204
 LW1204  HISTORY     - Date     Condition        Report By
 LW1204  HISTORY     - 1969     MONUMENTED       CGS
 LW1204  HISTORY     - 1986     GOOD             RIGS
 LW1204  HISTORY     - 1987     GOOD             USPSQD
 LW1204  HISTORY     - 1988     GOOD             USPSQD
 LW1204  HISTORY     - 19900524 GOOD             USPSQD
 LW1204
 LW1204                          STATION DESCRIPTION
 LW1204
 LW1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1204'2.8 MI N FROM CHEPACHET.
 LW1204'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1204'JUNCTION OF U.S. HIGHWAY 44 AT CHEPACHET, ABOUT 0.25 MILE
 LW1204'SOUTHWEST OF THE INTERSECTION OF MAPLEVILLE ROAD, ON THE NORTHEAST
 LW1204'SLOPE OF A LONG HILL, SET ON THE TOP OF THE HIGHEST POINT OF A
 LW1204'ROCK WHICH IS 25 FEET LONG, 10 FEET HIGH AND IS PART OF A LONG
 LW1204'ROCK CUT, 51.6 FEET NORTHWEST OF THE CENTER LINE OF THE
 LW1204'HIGHWAY, 1 1/2 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK AND
 LW1204'8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1204
 LW1204                          STATION RECOVERY (1986)
 LW1204
 LW1204'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1204'RECOVERED IN GOOD CONDITION.
 LW1204
 LW1204                          STATION RECOVERY (1987)
 LW1204
 LW1204'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1204'RECOVERED IN GOOD CONDITION.
 LW1204
 LW1204                          STATION RECOVERY (1988)
 LW1204
 LW1204'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1204'RECOVERED IN GOOD CONDITION.
 LW1204
 LW1204                          STATION RECOVERY (1990)
 LW1204
 LW1204'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1328 ***********************************************************************
 LW1328  DESIGNATION -  J 26
 LW1328  PID         -  LW1328
 LW1328  STATE/COUNTY-  RI/PROVIDENCE
 LW1328  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1328
 LW1328                         *CURRENT SURVEY CONTROL
 LW1328  ___________________________________________________________________
 LW1328* NAD 83(1986)-  41 50 14.     (N)    071 35 04.     (W)     SCALED    
 LW1328* NAVD 88     -        95.876  (meters)     314.55   (feet)  ADJUSTED  
 LW1328  ___________________________________________________________________
 LW1328  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW1328  DYNAMIC HT  -          95.843 (meters)     314.44  (feet)  COMP
 LW1328  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 LW1328
 LW1328  VERT ORDER  -  SECOND    CLASS 0
 LW1328
 LW1328.The horizontal coordinates were scaled from a topographic map and have
 LW1328.an estimated accuracy of +/- 6 seconds.
 LW1328
 LW1328.The orthometric height was determined by differential leveling
 LW1328.and adjusted by the National Geodetic Survey in June 1991..
 LW1328
 LW1328.The geoid height was determined by GEOID03.
 LW1328
 LW1328.The dynamic height is computed by dividing the NAVD 88
 LW1328.geopotential number by the normal gravity value computed on the
 LW1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1328.degrees latitude (g = 980.6199 gals.).
 LW1328
 LW1328.The modeled gravity was interpolated from observed gravity values.
 LW1328
 LW1328;                    North         East    Units  Estimated Accuracy
 LW1328;SPC RI       -    83,730.       92,990.      MT  (+/- 180 meters Scaled)
 LW1328
 LW1328                          SUPERSEDED SURVEY CONTROL
 LW1328
 LW1328  NGVD 29 (??/??/92)   96.123  (m)          315.36   (f) ADJ UNCH    2 0
 LW1328
 LW1328.Superseded values are not recommended for survey control.
 LW1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1328.See file dsdata.txt to determine how the superseded data were derived.
 LW1328
 LW1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG854349(NAD 83)
 LW1328_MARKER: DB = BENCH MARK DISK
 LW1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1328_SP_SET: CONCRETE POST
 LW1328_STAMPING: J 26 1969
 LW1328_MARK LOGO: CGS   
 LW1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1328+STABILITY: SURFACE MOTION
 LW1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1328+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 LW1328
 LW1328  HISTORY     - Date     Condition        Report By
 LW1328  HISTORY     - 1969     MONUMENTED       CGS
 LW1328  HISTORY     - 19860602 GOOD             RIGS
 LW1328  HISTORY     - 20050116 GOOD             USPSQD
 LW1328
 LW1328                          STATION DESCRIPTION
 LW1328
 LW1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1328'0.4 MI N FROM NORTH SCITUATE.
 LW1328'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1328'OF DANNIELSON PIKE AT NORTH SCITUATE, 94 FEET WEST OF THE CENTER
 LW1328'OF THE INTERSECTION OF U.S. HIGHWAY 6, 82 FEET NORTHWEST OF THE
 LW1328'CENTER LINE OF STATE HIGHWAY 116, 35 FEET SOUTHWEST OF THE CENTER
 LW1328'LINE OF THE EASTBOUND LANE OF U.S. HIGHWAY 6, 24.7 FEET WEST
 LW1328'OF THE CENTER OF A LARGE ROUND MANHOLE COVER, 20 1/2 FEET
 LW1328'NORTHWEST OF A CONCRETE FENCE POST WITH A METAL BRACE AT A FENCE
 LW1328'CORNER, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 LW1328'WITH U.S. HIGHWAY 6 AND SET IN THE TOP OF A CONCRETE POST 1
 LW1328'INCH BELOW THE LEVEL OF THE GROUND.
 LW1328
 LW1328                          STATION RECOVERY (1986)
 LW1328
 LW1328'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1328'RECOVERED IN GOOD CONDITION.
 LW1328
 LW1328                          STATION RECOVERY (2005)
 LW1328
 LW1328'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW1328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0260 ***********************************************************************
 LW0260  DESIGNATION -  J 28
 LW0260  PID         -  LW0260
 LW0260  STATE/COUNTY-  RI/NEWPORT
 LW0260  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0260
 LW0260                         *CURRENT SURVEY CONTROL
 LW0260  ___________________________________________________________________
 LW0260* NAD 83(1986)-  41 31 51.     (N)    071 17 38.     (W)     SCALED    
 LW0260* NAVD 88     -        38.720  (meters)     127.03   (feet)  ADJUSTED  
 LW0260  ___________________________________________________________________
 LW0260  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW0260  DYNAMIC HT  -          38.707 (meters)     126.99  (feet)  COMP
 LW0260  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 LW0260
 LW0260  VERT ORDER  -  SECOND    CLASS 0
 LW0260
 LW0260.The horizontal coordinates were scaled from a topographic map and have
 LW0260.an estimated accuracy of +/- 6 seconds.
 LW0260
 LW0260.The orthometric height was determined by differential leveling
 LW0260.and adjusted by the National Geodetic Survey in June 1991..
 LW0260
 LW0260.The geoid height was determined by GEOID03.
 LW0260
 LW0260.The dynamic height is computed by dividing the NAVD 88
 LW0260.geopotential number by the normal gravity value computed on the
 LW0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0260.degrees latitude (g = 980.6199 gals.).
 LW0260
 LW0260.The modeled gravity was interpolated from observed gravity values.
 LW0260
 LW0260;                    North         East    Units  Estimated Accuracy
 LW0260;SPC RI       -    49,720.      117,200.      MT  (+/- 180 meters Scaled)
 LW0260
 LW0260                          SUPERSEDED SURVEY CONTROL
 LW0260
 LW0260  NGVD 29 (??/??/92)   38.983  (m)          127.90   (f) ADJ UNCH    2 0
 LW0260
 LW0260.Superseded values are not recommended for survey control.
 LW0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0260.See file dsdata.txt to determine how the superseded data were derived.
 LW0260
 LW0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG086002(NAD 83)
 LW0260_MARKER: DB = BENCH MARK DISK
 LW0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0260_STAMPING: J 28 1969
 LW0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0260+STABILITY: SURFACE MOTION
 LW0260
 LW0260  HISTORY     - Date     Condition        Report By
 LW0260  HISTORY     - 1969     MONUMENTED       CGS
 LW0260  HISTORY     - 20060925 MARK NOT FOUND   USPSQD
 LW0260
 LW0260                          STATION DESCRIPTION
 LW0260
 LW0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0260'2.6 MI N FROM NEWPORT.
 LW0260'ABOUT 2.6 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0260'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, 0.6 MILE SOUTH OF THE
 LW0260'JUNCTION OF OLIPHANT LANE LEADING WEST AND THE HOLY CROSS CHURCH,
 LW0260'AT THE JUNCTION OF FOREST AVENUE LEADING SOUTHEAST, 76 FEET
 LW0260'SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO A LARGE
 LW0260'TWO-STORIED HOUSE, 49 FEET NORTHEAST OF THE EXTENDED CENTER LINE
 LW0260'OF FOREST AVENUE, 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 LW0260'HIGHWAY, 9 FEET NORTHEAST OF A POWER LINE POLE, 2 FEET SOUTHWEST
 LW0260'OF A METAL WITNESS POST, 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 LW0260'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 LW0260'LEVEL OF THE GROUND.
 LW0260
 LW0260                          STATION RECOVERY (2006)
 LW0260
 LW0260'RECOVERY NOTE BY US POWER SQUADRON 2006 (TLG)
 LW0260'A BUS WAIT STATION WITH A CONCRETE FLOOR HAS BEEN BUILT AT THIS
 LW0260'LOCATION.  THE WITNESS POST WAS FOUND, BUT IS OUT OF POSITION WITH
 LW0260'RESPECT TO THE POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0692 ***********************************************************************
 MY0692  DESIGNATION -  J 29
 MY0692  PID         -  MY0692
 MY0692  STATE/COUNTY-  RI/PROVIDENCE
 MY0692  USGS QUAD   -  FRANKLIN (1979)
 MY0692
 MY0692                         *CURRENT SURVEY CONTROL
 MY0692  ___________________________________________________________________
 MY0692* NAD 83(1986)-  42 00 54.     (N)    071 29 52.     (W)     SCALED    
 MY0692* NAVD 88     -        55.788  (meters)     183.03   (feet)  ADJUSTED  
 MY0692  ___________________________________________________________________
 MY0692  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 MY0692  DYNAMIC HT  -          55.771 (meters)     182.98  (feet)  COMP
 MY0692  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 MY0692
 MY0692  VERT ORDER  -  SECOND    CLASS 0
 MY0692
 MY0692.The horizontal coordinates were scaled from a topographic map and have
 MY0692.an estimated accuracy of +/- 6 seconds.
 MY0692
 MY0692.The orthometric height was determined by differential leveling
 MY0692.and adjusted by the National Geodetic Survey in June 1991..
 MY0692
 MY0692.The geoid height was determined by GEOID03.
 MY0692
 MY0692.The dynamic height is computed by dividing the NAVD 88
 MY0692.geopotential number by the normal gravity value computed on the
 MY0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0692.degrees latitude (g = 980.6199 gals.).
 MY0692
 MY0692.The modeled gravity was interpolated from observed gravity values.
 MY0692
 MY0692;                    North         East    Units  Estimated Accuracy
 MY0692;SPC RI       -   103,470.      100,180.      MT  (+/- 180 meters Scaled)
 MY0692
 MY0692                          SUPERSEDED SURVEY CONTROL
 MY0692
 MY0692  NGVD 29 (??/??/92)   56.025  (m)          183.81   (f) ADJ UNCH    2 0
 MY0692
 MY0692.Superseded values are not recommended for survey control.
 MY0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0692.See file dsdata.txt to determine how the superseded data were derived.
 MY0692
 MY0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG931544(NAD 83)
 MY0692_MARKER: DB = BENCH MARK DISK
 MY0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MY0692_SP_SET: WALL
 MY0692_STAMPING: J 29 1969
 MY0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MY0692
 MY0692  HISTORY     - Date     Condition        Report By
 MY0692  HISTORY     - 1969     MONUMENTED       CGS
 MY0692
 MY0692                          STATION DESCRIPTION
 MY0692
 MY0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MY0692'AT WOONSOCKET.
 MY0692'AT WOONSOCKET, 0.15 MILE EAST ALONG STATE HIGHWAY 114 FROM THE
 MY0692'JUNCTION OF STATE HIGHWAY 126, 195 FEET SOUTH OF THE CENTER OF
 MY0692'THE INTERSECTION OF WOOD AVENUE AND THE HIGHWAY, SET IN THE TOP
 MY0692'OF THE NORTH END OF THE STONE WING WALL AT THE NORTHWEST CORNER
 MY0692'OF THE WOOD AVENUE BRIDGE OVER PETERS ARNOLD BROOK, 6.3 FEET
 MY0692'WEST OF THE WEST CURB OF THE AVENUE, 0.8 FOOT SOUTHWEST OF THE
 MY0692'NORTHEAST CORNER OF THE WING WALL AND 1/2 FOOT ABOVE THE LEVEL
 MY0692'OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0396 ***********************************************************************
 LW0396  DESIGNATION -  J 30
 LW0396  PID         -  LW0396
 LW0396  STATE/COUNTY-  RI/PROVIDENCE
 LW0396  USGS QUAD   -  EAST GREENWICH (1975)
 LW0396
 LW0396                         *CURRENT SURVEY CONTROL
 LW0396  ___________________________________________________________________
 LW0396* NAD 83(1986)-  41 43 45.     (N)    071 29 05.     (W)     SCALED    
 LW0396* NAVD 88     -        20.953  (meters)      68.74   (feet)  ADJUSTED  
 LW0396  ___________________________________________________________________
 LW0396  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW0396  DYNAMIC HT  -          20.946 (meters)      68.72  (feet)  COMP
 LW0396  MODELED GRAV-     980,289.8   (mgal)                       NAVD 88
 LW0396
 LW0396  VERT ORDER  -  SECOND    CLASS 0
 LW0396
 LW0396.The horizontal coordinates were scaled from a topographic map and have
 LW0396.an estimated accuracy of +/- 6 seconds.
 LW0396
 LW0396.The orthometric height was determined by differential leveling
 LW0396.and adjusted by the National Geodetic Survey in June 1991..
 LW0396
 LW0396.The geoid height was determined by GEOID03.
 LW0396
 LW0396.The dynamic height is computed by dividing the NAVD 88
 LW0396.geopotential number by the normal gravity value computed on the
 LW0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0396.degrees latitude (g = 980.6199 gals.).
 LW0396
 LW0396.The modeled gravity was interpolated from observed gravity values.
 LW0396
 LW0396;                    North         East    Units  Estimated Accuracy
 LW0396;SPC RI       -    71,730.      101,270.      MT  (+/- 180 meters Scaled)
 LW0396
 LW0396                          SUPERSEDED SURVEY CONTROL
 LW0396
 LW0396  NGVD 29 (??/??/92)   21.208  (m)           69.58   (f) ADJ UNCH    2 0
 LW0396
 LW0396.Superseded values are not recommended for survey control.
 LW0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0396.See file dsdata.txt to determine how the superseded data were derived.
 LW0396
 LW0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG933226(NAD 83)
 LW0396_MARKER: DB = BENCH MARK DISK
 LW0396_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0396_SP_SET: ABUTMENT
 LW0396_STAMPING: J 30 1969
 LW0396_MARK LOGO: CGS   
 LW0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0396+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 LW0396
 LW0396  HISTORY     - Date     Condition        Report By
 LW0396  HISTORY     - 1969     MONUMENTED       CGS
 LW0396  HISTORY     - 1986     GOOD             RIGS
 LW0396  HISTORY     - 20050502 GOOD             USPSQD
 LW0396
 LW0396                          STATION DESCRIPTION
 LW0396
 LW0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0396'1.1 MI N FROM WARWICK.
 LW0396'ABOUT 1.1 MILES NORTH ALONG INTERSTATE HIGHWAY 295 FROM THE
 LW0396'EAST AVENUE OVERPASS AT WARWICK, ABOUT 0.1 MILE SOUTH OF THE
 LW0396'STATE HIGHWAY 33 (PROVIDENCE STREET) OVERPASS OVER THE HIGHWAY,
 LW0396'SET ON THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF THE
 LW0396'NORTHBOUND LANE OF THE INTERSTATE HIGHWAY 295 OVERPASS OVER
 LW0396'THE PENN CENTRAL RAILROAD, 25 1/2 FEET EAST OF THE CENTER LINE
 LW0396'OF THE NORTHBOUND LANE OF THE HIGHWAY AND 1 1/2 FEET ABOVE
 LW0396'THE LEVEL OF THE HIGHWAY.
 LW0396
 LW0396                          STATION RECOVERY (1986)
 LW0396
 LW0396'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0396'RECOVERED IN GOOD CONDITION.
 LW0396
 LW0396                          STATION RECOVERY (2005)
 LW0396
 LW0396'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0326 ***********************************************************************
 LW0326  DESIGNATION -  J 31
 LW0326  PID         -  LW0326
 LW0326  STATE/COUNTY-  RI/PROVIDENCE
 LW0326  USGS QUAD   -  PROVIDENCE (1975)
 LW0326
 LW0326                         *CURRENT SURVEY CONTROL
 LW0326  ___________________________________________________________________
 LW0326* NAD 83(1986)-  41 52 20.     (N)    071 23 41.     (W)     SCALED    
 LW0326* NAVD 88     -        23.924  (meters)      78.49   (feet)  ADJUSTED  
 LW0326  ___________________________________________________________________
 LW0326  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LW0326  DYNAMIC HT  -          23.917 (meters)      78.47  (feet)  COMP
 LW0326  MODELED GRAV-     980,326.5   (mgal)                       NAVD 88
 LW0326
 LW0326  VERT ORDER  -  SECOND    CLASS 0
 LW0326
 LW0326.The horizontal coordinates were scaled from a topographic map and have
 LW0326.an estimated accuracy of +/- 6 seconds.
 LW0326
 LW0326.The orthometric height was determined by differential leveling
 LW0326.and adjusted by the National Geodetic Survey in June 1991..
 LW0326
 LW0326.The geoid height was determined by GEOID03.
 LW0326
 LW0326.The dynamic height is computed by dividing the NAVD 88
 LW0326.geopotential number by the normal gravity value computed on the
 LW0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0326.degrees latitude (g = 980.6199 gals.).
 LW0326
 LW0326.The modeled gravity was interpolated from observed gravity values.
 LW0326
 LW0326;                    North         East    Units  Estimated Accuracy
 LW0326;SPC RI       -    87,620.      108,740.      MT  (+/- 180 meters Scaled)
 LW0326
 LW0326                          SUPERSEDED SURVEY CONTROL
 LW0326
 LW0326  NGVD 29 (??/??/92)   24.169  (m)           79.29   (f) ADJ UNCH    2 0
 LW0326
 LW0326.Superseded values are not recommended for survey control.
 LW0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0326.See file dsdata.txt to determine how the superseded data were derived.
 LW0326
 LW0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG012383(NAD 83)
 LW0326_MARKER: DB = BENCH MARK DISK
 LW0326_SETTING: 66 = SET IN ROCK OUTCROP
 LW0326_SP_SET: ROCK LEDGE
 LW0326_STAMPING: J 31 1969
 LW0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0326+STABILITY: POSITION/ELEVATION WELL
 LW0326
 LW0326  HISTORY     - Date     Condition        Report By
 LW0326  HISTORY     - 1969     MONUMENTED       CGS
 LW0326
 LW0326                          STATION DESCRIPTION
 LW0326
 LW0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0326'AT PAWTUCKET.
 LW0326'AT PAWTUCKET, 1.1 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 95
 LW0326'FROM THE EXCHANGE STREET OVERPASS OVER I-95, SET IN THE TOP OF
 LW0326'A 1 1/2-BY 1-FOOT WIDE LEDGE OF ROCK WHICH IS AT THE BASE OF A
 LW0326'ROCK CUT WHICH IS ABOUT 100 YARDS LONG AND 10 FEET HIGH, 59.8
 LW0326'FEET EAST OF THE EAST END OF THE SOUTH ABUTMENT TO THE MAIN
 LW0326'STREET OVERPASS OVER I 95, 10.4 FEET SOUTH OF THE SOUTH CURB LINE
 LW0326'OF THE NORTHBOUND LANE OF THE HIGHWAY, 0.7 FOOT SOUTH OF THE
 LW0326'NORTH EDGE OF THE LEDGE AND 2 1/2 FEET ABOVE THE LEVEL OF THE
 LW0326'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1467 ***********************************************************************
 LW1467  DESIGNATION -  J 33
 LW1467  PID         -  LW1467
 LW1467  STATE/COUNTY-  RI/PROVIDENCE
 LW1467  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1467
 LW1467                         *CURRENT SURVEY CONTROL
 LW1467  ___________________________________________________________________
 LW1467* NAD 83(1986)-  41 54 21.     (N)    071 32 17.     (W)     SCALED    
 LW1467* NAVD 88     -        71.056  (meters)     233.12   (feet)  ADJUSTED  
 LW1467  ___________________________________________________________________
 LW1467  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW1467  DYNAMIC HT  -          71.033 (meters)     233.05  (feet)  COMP
 LW1467  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 LW1467
 LW1467  VERT ORDER  -  SECOND    CLASS 0
 LW1467
 LW1467.The horizontal coordinates were scaled from a topographic map and have
 LW1467.an estimated accuracy of +/- 6 seconds.
 LW1467
 LW1467.The orthometric height was determined by differential leveling
 LW1467.and adjusted by the National Geodetic Survey in June 1991..
 LW1467
 LW1467.The geoid height was determined by GEOID03.
 LW1467
 LW1467.The dynamic height is computed by dividing the NAVD 88
 LW1467.geopotential number by the normal gravity value computed on the
 LW1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1467.degrees latitude (g = 980.6199 gals.).
 LW1467
 LW1467.The modeled gravity was interpolated from observed gravity values.
 LW1467
 LW1467;                    North         East    Units  Estimated Accuracy
 LW1467;SPC RI       -    91,350.       96,840.      MT  (+/- 180 meters Scaled)
 LW1467
 LW1467                          SUPERSEDED SURVEY CONTROL
 LW1467
 LW1467  NGVD 29 (??/??/92)   71.299  (m)          233.92   (f) ADJ UNCH    2 0
 LW1467
 LW1467.Superseded values are not recommended for survey control.
 LW1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1467.See file dsdata.txt to determine how the superseded data were derived.
 LW1467
 LW1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG894424(NAD 83)
 LW1467_MARKER: DB = BENCH MARK DISK
 LW1467_SETTING: 80 = SET IN A BOULDER
 LW1467_SP_SET: BOULDER
 LW1467_STAMPING: J 33 1969
 LW1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1467+STABILITY: SURFACE MOTION
 LW1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1467+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 LW1467
 LW1467  HISTORY     - Date     Condition        Report By
 LW1467  HISTORY     - 1969     MONUMENTED       CGS
 LW1467  HISTORY     - 20030519 GOOD             INDIV
 LW1467
 LW1467                          STATION DESCRIPTION
 LW1467
 LW1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1467'1.8 MI NW FROM GEORGIAVILLE.
 LW1467'ABOUT 1.85 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM THE
 LW1467'GEORGIAVILLE BAPTIST CHURCH AT GEORGIAVILLE, NEAR THE SOUTHEAST
 LW1467'CORNER OF THE NORTH JUNCTION OF STATE HIGHWAYS 5, 104 AND 116,
 LW1467'SET IN THE TOP OF A ROCK WHICH IS 15 FEET LONG- 3 FEET WIDE AND
 LW1467'3 FEET HIGH, 132 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 LW1467'116 LEADING EAST, 79 FEET EAST OF THE CENTER LINE OF THE HIGHWAYS
 LW1467'LEADING SOUTH FROM THE JUNCTION, ABOUT LEVEL WITH THE HIGHWAY
 LW1467'LEADING EAST AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAYS LEADING
 LW1467'SOUTH.
 LW1467
 LW1467                          STATION RECOVERY (2003)
 LW1467
 LW1467'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0702 ***********************************************************************
 LW0702  DESIGNATION -  J 34
 LW0702  PID         -  LW0702
 LW0702  STATE/COUNTY-  RI/NEWPORT
 LW0702  USGS QUAD   -  NEWPORT (1975)
 LW0702
 LW0702                         *CURRENT SURVEY CONTROL
 LW0702  ___________________________________________________________________
 LW0702* NAD 83(1986)-  41 28 47.     (N)    071 21 37.     (W)     SCALED    
 LW0702* NAVD 88     -         7.575  (meters)      24.85   (feet)  ADJUSTED  
 LW0702  ___________________________________________________________________
 LW0702  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW0702  DYNAMIC HT  -           7.573 (meters)      24.85  (feet)  COMP
 LW0702  MODELED GRAV-     980,295.4   (mgal)                       NAVD 88
 LW0702
 LW0702  VERT ORDER  -  SECOND    CLASS 0
 LW0702
 LW0702.The horizontal coordinates were scaled from a topographic map and have
 LW0702.an estimated accuracy of +/- 6 seconds.
 LW0702
 LW0702.The orthometric height was determined by differential leveling
 LW0702.and adjusted by the National Geodetic Survey in June 1991..
 LW0702
 LW0702.The geoid height was determined by GEOID03.
 LW0702
 LW0702.The dynamic height is computed by dividing the NAVD 88
 LW0702.geopotential number by the normal gravity value computed on the
 LW0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0702.degrees latitude (g = 980.6199 gals.).
 LW0702
 LW0702.The modeled gravity was interpolated from observed gravity values.
 LW0702
 LW0702;                    North         East    Units  Estimated Accuracy
 LW0702;SPC RI       -    44,030.      111,670.      MT  (+/- 180 meters Scaled)
 LW0702
 LW0702                          SUPERSEDED SURVEY CONTROL
 LW0702
 LW0702  NGVD 29 (??/??/92)    7.849  (m)           25.75   (f) ADJ UNCH    2 0
 LW0702
 LW0702.Superseded values are not recommended for survey control.
 LW0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0702.See file dsdata.txt to determine how the superseded data were derived.
 LW0702
 LW0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF029947(NAD 83)
 LW0702_MARKER: DB = BENCH MARK DISK
 LW0702_SETTING: 66 = SET IN ROCK OUTCROP
 LW0702_SP_SET: BEDROCK
 LW0702_STAMPING: J 34 1969
 LW0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0702+STABILITY: POSITION/ELEVATION WELL
 LW0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0702+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2005
 LW0702
 LW0702  HISTORY     - Date     Condition        Report By
 LW0702  HISTORY     - 1969     MONUMENTED       CGS
 LW0702  HISTORY     - 20051108 MARK NOT FOUND   USPSQD
 LW0702  HISTORY     - 20051111 GOOD             USPSQD
 LW0702
 LW0702                          STATION DESCRIPTION
 LW0702
 LW0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0702'1.4 MI S FROM JAMESTOWN.
 LW0702'1.0 MILES SOUTH ALONG CANONICUS AND WOLCOTT AVENUE FROM THE
 LW0702'JUNCTION OF NARRAGANSETT AVENUE AT JAMESTOWN, THENCE 0.4 MILE
 LW0702'EAST ALONG OCEAN STREET, 0.15 MILE WEST OF THE GATE AT ENTRANCE
 LW0702'TO U.S. NAVY RESERVATION FOR FORT WETHERILL, SET ON THE TOP AND
 LW0702'48 FEET EAST OF THE HIGHEST PART OF A LARGE MASS OF EXPOSED
 LW0702'BEDROCK, 222 FEET EAST OF THE JUNCTION OF HIGHLAND DRIVE LEADING
 LW0702'NORTH, 50 FEET NORTH OF THE CENTER LINE OF OCEAN STREET, 15 1/2
 LW0702'FEET WEST OF THE EAST EDGE OF THE EXPOSED PART OF THE ROCK AND 5
 LW0702'FEET ABOVE THE LEVEL OF THE ROAD.
 LW0702
 LW0702                          STATION RECOVERY (2005)
 LW0702
 LW0702'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0702'THE INDICATED AREA IS ON PRIVATE PROPERTY AND ENCLOSED IS A TALL
 LW0702'HEDGE. THE COORDINATES ARE INCONSISTANT WITH THE OTHER LOCATION
 LW0702'INFORMATION AND SHOULD BE 41 28 48.0 N  071 21 38.0 W
 LW0702' 
 LW0702
 LW0702                          STATION RECOVERY (2005)
 LW0702
 LW0702'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW0702'COORDINATES BY GPS ARE 41 28 48.1 N  071 21 37.3 W
 LW0702' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1090 ***********************************************************************
 LW1090  DESIGNATION -  J 9
 LW1090  PID         -  LW1090
 LW1090  STATE/COUNTY-  RI/KENT
 LW1090  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1090
 LW1090                         *CURRENT SURVEY CONTROL
 LW1090  ___________________________________________________________________
 LW1090* NAD 83(1986)-  41 42 56.     (N)    071 42 00.     (W)     SCALED    
 LW1090* NAVD 88     -       161.367  (meters)     529.42   (feet)  ADJUSTED  
 LW1090  ___________________________________________________________________
 LW1090  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW1090  DYNAMIC HT  -         161.310 (meters)     529.23  (feet)  COMP
 LW1090  MODELED GRAV-     980,267.5   (mgal)                       NAVD 88
 LW1090
 LW1090  VERT ORDER  -  FIRST     CLASS II
 LW1090
 LW1090.The horizontal coordinates were scaled from a topographic map and have
 LW1090.an estimated accuracy of +/- 6 seconds.
 LW1090
 LW1090.The orthometric height was determined by differential leveling
 LW1090.and adjusted by the National Geodetic Survey in June 1991..
 LW1090
 LW1090.The geoid height was determined by GEOID03.
 LW1090
 LW1090.The dynamic height is computed by dividing the NAVD 88
 LW1090.geopotential number by the normal gravity value computed on the
 LW1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1090.degrees latitude (g = 980.6199 gals.).
 LW1090
 LW1090.The modeled gravity was interpolated from observed gravity values.
 LW1090
 LW1090;                    North         East    Units  Estimated Accuracy
 LW1090;SPC RI       -    70,240.       83,360.      MT  (+/- 180 meters Scaled)
 LW1090
 LW1090                          SUPERSEDED SURVEY CONTROL
 LW1090
 LW1090  NGVD 29 (??/??/92)  161.609  (m)          530.21   (f) ADJ UNCH    1 2
 LW1090
 LW1090.Superseded values are not recommended for survey control.
 LW1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1090.See file dsdata.txt to determine how the superseded data were derived.
 LW1090
 LW1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG753217(NAD 83)
 LW1090_MARKER: DB = BENCH MARK DISK
 LW1090_SETTING: 80 = SET IN A BOULDER
 LW1090_SP_SET: BOULDER
 LW1090_STAMPING: J 9 1958
 LW1090_MARK LOGO: CGS   
 LW1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1090+STABILITY: SURFACE MOTION
 LW1090
 LW1090  HISTORY     - Date     Condition        Report By
 LW1090  HISTORY     - 1958     MONUMENTED       CGS
 LW1090  HISTORY     - 1969     GOOD             NGS
 LW1090  HISTORY     - 1984     GOOD             RIGS
 LW1090  HISTORY     - 1984     GOOD             RIGS
 LW1090  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1090  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1090  HISTORY     - 19880105 GOOD             RIGS
 LW1090  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1090
 LW1090                          STATION DESCRIPTION
 LW1090
 LW1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1090'1.6 MI N FROM SUMMIT.
 LW1090'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE
 LW1090'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, 0.1 MILE SOUTH OF
 LW1090'THE INTERSECTION OF TOWN FARM ROAD LEADING WEST AND MAPLE
 LW1090'VALLEY ROAD LEADING EAST, NEAR THE NORTHWEST CORNER OF AN OLD
 LW1090'APPLE ORCHARD, 123 FEET EAST OF THE CENTER LINE OF THE
 LW1090'HIGHWAY, SET ON THE TOP OF THE NORTHEAST END OF A IMBEDDED
 LW1090'BOULDER WHICH IS 9 FEET LONG AND 4 FEET WIDE, 90 FEET SOUTH OF
 LW1090'A STONE FENCE, 54 FEET EAST OF A STONE FENCE, 2 FEET ABOVE THE
 LW1090'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 LW1090
 LW1090                          STATION RECOVERY (1984)
 LW1090
 LW1090'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1090'RECOVERED IN GOOD CONDITION.
 LW1090
 LW1090                          STATION RECOVERY (1984)
 LW1090
 LW1090'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1090'RECOVERED IN GOOD CONDITION.
 LW1090
 LW1090                          STATION RECOVERY (1987)
 LW1090
 LW1090'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1090'MARK NOT FOUND.
 LW1090
 LW1090                          STATION RECOVERY (1988)
 LW1090
 LW1090'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1090'MARK NOT FOUND.
 LW1090
 LW1090                          STATION RECOVERY (1988)
 LW1090
 LW1090'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1090'RECOVERED IN GOOD CONDITION.
 LW1090
 LW1090                          STATION RECOVERY (1989)
 LW1090
 LW1090'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5253 ***********************************************************************
 LW5253  DESIGNATION -  J0 008
 LW5253  PID         -  LW5253
 LW5253  STATE/COUNTY-  RI/PROVIDENCE
 LW5253  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5253
 LW5253                         *CURRENT SURVEY CONTROL
 LW5253  ___________________________________________________________________
 LW5253* NAD 83(1996)-  41 51 20.48383(N)    071 30 43.10152(W)     ADJUSTED  
 LW5253* NAVD 88     -        82.639  (meters)     271.12   (feet)  ADJUSTED  
 LW5253  ___________________________________________________________________
 LW5253  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 LW5253  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW5253  DYNAMIC HT  -          82.611 (meters)     271.03  (feet)  COMP
 LW5253  MODELED GRAV-     980,292.1   (mgal)                       NAVD 88
 LW5253
 LW5253  HORZ ORDER  -  SECOND
 LW5253  VERT ORDER  -  SECOND    CLASS II
 LW5253
 LW5253.The horizontal coordinates were established by classical geodetic methods
 LW5253.and adjusted by the National Geodetic Survey in August 1998..
 LW5253
 LW5253.The orthometric height was determined by differential leveling
 LW5253.and adjusted by the National Geodetic Survey in June 1991..
 LW5253
 LW5253.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5253
 LW5253.The geoid height was determined by GEOID03.
 LW5253
 LW5253.The dynamic height is computed by dividing the NAVD 88
 LW5253.geopotential number by the normal gravity value computed on the
 LW5253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5253.degrees latitude (g = 980.6199 gals.).
 LW5253
 LW5253.The modeled gravity was interpolated from observed gravity values.
 LW5253
 LW5253;                    North         East     Units Scale Factor Converg.
 LW5253;SPC RI       -    85,779.773    99,005.825   MT  0.99999376   -0 00 28.8
 LW5253;SPC RI       -   281,429.14    324,821.61   sFT  0.99999376   -0 00 28.8
 LW5253;UTM  19      - 4,636,804.797   291,487.586   MT  1.00013503   -1 40 36.2
 LW5253
 LW5253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5253!SPC RI       -   0.99999168  x   0.99999376  =   0.99998544
 LW5253!UTM  19      -   0.99999168  x   1.00013503  =   1.00012671
 LW5253
 LW5253                          SUPERSEDED SURVEY CONTROL
 LW5253
 LW5253  NAD 83(1996)-  41 51 20.48356(N)    071 30 43.10139(W) AD(       ) 2
 LW5253  NAD 83(1992)-  41 51 20.48253(N)    071 30 43.10064(W) AD(       ) 2
 LW5253  NAD 83(1992)-  41 51 20.48237(N)    071 30 43.10072(W) AD(       ) 2
 LW5253  NAD 83(1986)-  41 51 20.48255(N)    071 30 43.10106(W) AD(       ) 2
 LW5253  NGVD 29 (12/24/91)   82.89   (m)          271.9    (f) LEVELING    3  
 LW5253
 LW5253.Superseded values are not recommended for survey control.
 LW5253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5253.See file dsdata.txt to determine how the superseded data were derived.
 LW5253
 LW5253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9148836805(NAD 83)
 LW5253_MARKER: DD = SURVEY DISK
 LW5253_SETTING: 80 = SET IN A BOULDER
 LW5253_SP_SET: BOULDER
 LW5253_STAMPING: JO 008 1985
 LW5253_MARK LOGO: RIGS  
 LW5253_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5253+STABILITY: SURFACE MOTION
 LW5253
 LW5253  HISTORY     - Date     Condition        Report By
 LW5253  HISTORY     - 1985     MONUMENTED       RIGS
 LW5253  HISTORY     - 1985     GOOD             RIGS
 LW5253
 LW5253                          STATION DESCRIPTION
 LW5253
 LW5253'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5253'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI)
 LW5253'SOUTHEAST OF GREENVILLE CENTER.
 LW5253'OWNERSHIP--STATE RIGHT OF WAY.
 LW5253'
 LW5253'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 295
 LW5253'AND U S HIGHWAY 6, GO NORTH FOR 3.0 KM (1.9 MI) ON HIGHWAY 295
 LW5253'TO THE STATION ON THE RIGHT, AT THE TOP OF THE SLOPE.
 LW5253'
 LW5253'THE STATION IS A STANDARD RIGS DISK
 LW5253'STAMPED---JO 008 1985---,
 LW5253'SET INTO PARTIALLY EXPOSED BOULDER OF 1.0 METERS LARGEST DIMENSION.
 LW5253'49.9 METERS (163.5 FT) SOUTHEAST FROM A PAVED DRAINAGE DITCH,
 LW5253'35.4 METERS (116.0 FT) EAST FROM THE CENTER OF THE THREE LANES OF
 LW5253'HIGHWAY 295 NORTHBOUND,
 LW5253'12.O METERS (39.4 FT) WEST FROM A RHODE ISLAND HIGHWAY BOUND,
 LW5253'0.9 METERS (2.8 FT) SOUTH FROM THE FIBERGLASS WITNESS POST.
 LW5253'
 LW5253'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5253
 LW5253                          STATION RECOVERY (1985)
 LW5253
 LW5253'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5253'1.6 KM (1.0 MI) SW FROM GRANITEVILLE.
 LW5253'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) SOUTHEAST OF GREENVILLE
 LW5253'CENTER ON THE EAST SIDE OF INTERSTATE 295.  OWNERSHIP--STATE RIGHT OF
 LW5253'WAY.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LW5253'295 AND U S HIGHWAY 6, GO NORTH FOR 3.0 KM (1.9 MI) ON HIGHWAY 295 TO
 LW5253'THE STATION ON THE RIGHT, AT THE TOP OF THE SLOPE.  THE STATION IS A
 LW5253'STANDARD RIGS DISK SET INTO PARTIALLY EXPOSED BOULDER OF 1.0 METERS
 LW5253'LARGEST DIMENSION.  49.9 METERS (163.5 FT) SOUTHEAST FROM A PAVED
 LW5253'DRAINAGE DITCH, 35.4 METERS (116.0 FT) EAST FROM THE CENTER OF THE
 LW5253'THREE LANES OF HIGHWAY 295 NORTHBOUND, 12.O METERS (39.4 FT) WEST
 LW5253'FROM A RHODE ISLAND HIGHWAY BOUND, 0.9 METERS (2.8 FT) SOUTH FROM THE
 LW5253'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0471 ***********************************************************************
 LW0471  DESIGNATION -  JAMES
 LW0471  PID         -  LW0471
 LW0471  STATE/COUNTY-  RI/NEWPORT
 LW0471  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0471
 LW0471                         *CURRENT SURVEY CONTROL
 LW0471  ___________________________________________________________________
 LW0471* NAD 83(1996)-  41 30 28.56744(N)    071 21 41.09117(W)     ADJUSTED  
 LW0471* NAVD 88     -        24.596  (meters)      80.70   (feet)  ADJUSTED  
 LW0471  ___________________________________________________________________
 LW0471  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LW0471  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW0471  DYNAMIC HT  -          24.588 (meters)      80.67  (feet)  COMP
 LW0471  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 LW0471
 LW0471  HORZ ORDER  -  FIRST
 LW0471  VERT ORDER  -  SECOND    CLASS 0
 LW0471
 LW0471.The horizontal coordinates were established by classical geodetic methods
 LW0471.and adjusted by the National Geodetic Survey in August 1998..
 LW0471
 LW0471.The orthometric height was determined by differential leveling
 LW0471.and adjusted by the National Geodetic Survey in June 1991..
 LW0471
 LW0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0471
 LW0471.The geoid height was determined by GEOID03.
 LW0471
 LW0471.The dynamic height is computed by dividing the NAVD 88
 LW0471.geopotential number by the normal gravity value computed on the
 LW0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0471.degrees latitude (g = 980.6199 gals.).
 LW0471
 LW0471.The modeled gravity was interpolated from observed gravity values.
 LW0471
 LW0471;                    North         East     Units Scale Factor Converg.
 LW0471;SPC RI       -    47,165.126   111,569.899   MT  0.99999540   +0 05 30.6
 LW0471;SPC RI       -   154,740.92    366,042.24   sFT  0.99999540   +0 05 30.6
 LW0471;UTM  19      - 4,597,837.424   302,927.000   MT  1.00007797   -1 33 55.7
 LW0471
 LW0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0471!SPC RI       -   1.00000085  x   0.99999540  =   0.99999625
 LW0471!UTM  19      -   1.00000085  x   1.00007797  =   1.00007882
 LW0471
 LW0471:                Primary Azimuth Mark                     Grid Az
 LW0471:SPC RI       -  GOULD ISLAND TANK                        025 59 33.5
 LW0471:UTM  19      -  GOULD ISLAND TANK                        027 38 59.8
 LW0471
 LW0471|---------------------------------------------------------------------|
 LW0471| PID    Reference Object                     Distance      Geod. Az  |
 LW0471|                                                           dddmmss.s |
 LW0471| LW2379 GOULD ISLAND TANK                   APPROX. 3.2 KM 0260504.1 |
 LW0471| LW2383 S PORTSMOUTH NEWPORT STANDPIPE      APPROX. 8.7 KM 0651044.4 |
 LW0471| LW2439 MEMO 1932                           APPROX. 4.3 KM 0852556.6 |
 LW0471| LW2437 NEWPORT JESUS SAVIOUR CATH CH       APPROX. 4.9 KM 0951728.1 |
 LW0471| LW2433 NEWPORT RADIO STA WADK W MAST       APPROX. 4.1 KM 0964036.3 |
 LW0471| LW2837 NEWPORT WATER WORKS TANK            APPROX. 7.3 KM 0994546.3 |
 LW0471| LW2842 NEWPORT RAD STA WADK E MAST         APPROX. 7.2 KM 1001502.2 |
 LW0471| LW0472 JAMES RM 1                            9.631 METERS 10610     |
 LW0471| LW0473 JAMES RM 2                           15.171 METERS 20013     |
 LW0471| LW2999 BEAVERTAIL NAVRADSTA MAST           APPROX. 6.5 KM 2050630.5 |
 LW0471| LW2523 N KINGSTOWN STANDPIPE 3             APPROX. 5.6 KM 2870003.9 |
 LW0471|---------------------------------------------------------------------|
 LW0471
 LW0471                          SUPERSEDED SURVEY CONTROL
 LW0471
 LW0471  NAD 83(1996)-  41 30 28.56692(N)    071 21 41.09048(W) AD(       ) 1
 LW0471  NAD 83(1992)-  41 30 28.56588(N)    071 21 41.09047(W) AD(       ) 1
 LW0471  NAD 83(1992)-  41 30 28.56530(N)    071 21 41.09018(W) AD(       ) 1
 LW0471  NAD 83(1986)-  41 30 28.56512(N)    071 21 41.08855(W) AD(       ) 1
 LW0471  NAD 27      -  41 30 28.19688(N)    071 21 42.89676(W) AD(       ) 1
 LW0471  NGVD 29 (??/??/92)   24.870  (m)           81.59   (f) ADJ UNCH    2 0
 LW0471
 LW0471.Superseded values are not recommended for survey control.
 LW0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0471.See file dsdata.txt to determine how the superseded data were derived.
 LW0471
 LW0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0292797837(NAD 83)
 LW0471_MARKER: DS = TRIANGULATION STATION DISK
 LW0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0471_SP_SET: BRIDGE GUARD RAIL BASE
 LW0471_STAMPING: JAMES 1968
 LW0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0471
 LW0471  HISTORY     - Date     Condition        Report By
 LW0471  HISTORY     - 1968     MONUMENTED       CGS
 LW0471  HISTORY     - 1969     GOOD             NGS
 LW0471  HISTORY     - 1988     GOOD             USPSQD
 LW0471
 LW0471                          STATION DESCRIPTION
 LW0471
 LW0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RMB)
 LW0471'STATION IS LOCATED ABOUT 2-3/4 MILES NORTHWEST OF NEWPORT, 1
 LW0471'MILE NORTH OF DOWNTOWN SECTION OF JAMESTOWN AND AT THE WEST END
 LW0471'OF THE NEWPORT BRIDGE.
 LW0471'
 LW0471'TO REACH FROM THE POST OFFICE IN JAMESTOWN, GO NORTH ON NORTH
 LW0471'MAIN ROAD FOR 2.1 MILES TO THE JUNCTION OF STATE HIGHWAY 138
 LW0471'(ELORED AVENUE).  TURN RIGHT AND GO EAST ON STATE HIGHWAY 138
 LW0471'FOR 0.45 MILE TO EAST SHORE ROAD.  TURN RIGHT AND GO SOUTH ON
 LW0471'STATE HIGHWAY 138 FOR 0.9 MILE TO FORK.  KEEP LEFT TOWARD TOLL
 LW0471'GATE AND GO 0.2 MILE TO TOLL GATE.  CONTINUE SOUTHEAST AND EAST
 LW0471'TOWARD BRIDGE FOR 0.35 MILE TO THE WEST END OF BRIDGE AND STATION
 LW0471'ON LEFT AS DESCRIBED.
 LW0471'
 LW0471'ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES IN CONCRETE
 LW0471'CURBING.
 LW0471'
 LW0471'STATION MARK, STAMPED JAMES 1968, IS SET FLUSH IN THE CONCRETE
 LW0471'CURBING THAT PROJECTS 1 FOOT ABOVE THE BRIDGE FLOOR.  IT IS 6
 LW0471'FEET SOUTHEAST OF THE NORTHWEST CORNER OF NEWPORT BRIDGE AND
 LW0471'3.5 FEET SOUTH OF CONCRETE RAILING OF BRIDGE THAT PROJECTS 4 FEET.
 LW0471'
 LW0471'RM 1, STAMPED JAMES NO 1 1968, IS SET FLUSH ON THE CONCRETE
 LW0471'CURBING THAT PROJECTS 1 FOOT ABOVE THE BRIDGE FLOOR.  IT IS
 LW0471'36.5 FEET EAST OF THE NORTHWEST CORNER OF BRIDGE AND 2.1 FEET SOUTH
 LW0471'OF NORTH EDGE OF BRIDGE.
 LW0471'
 LW0471'RM 2, STAMPED JAMES NO 2 1968, IS SET FLUSH ON THE CONCRETE
 LW0471'CURBING THAT PROJECTS 1 FOOT ABOVE THE BRIDGE FLOOR.  IT IS 3.7
 LW0471'FEET NORTHEAST OF THE SOUTHWEST CORNER OF BRIDGE.
 LW0471'
 LW0471'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW0471
 LW0471                          STATION RECOVERY (1969)
 LW0471
 LW0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0471'0.4 MI SE FROM JAMESTOWN.
 LW0471'AT JAMESTOWN, 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 138 FROM
 LW0471'THE TOLL GATE FOR THE NEWPORT BRIDGE, NEAR THE WEST END OF THE
 LW0471'LARGE NEWPORT BRIDGE OVER NARRAGANSETT BAY, (OPENED TO TRAFFIC
 LW0471'IN 1969), NEAR THE NORTHWEST CORNER OF THE BRIDGE, SET ON THE TOP
 LW0471'AND ALONG THE SOUTH EDGE OF THE NORTH CONCRETE BASE FOR THE
 LW0471'NORTH IRON GUARD RAIL FOR THE BRIDGE, 25 FEET NORTH OF THE CENTER
 LW0471'LINE OF THE HIGHWAY, 4.8 FEET EAST OF THE WEST END OF THE BRIDGE,
 LW0471'2.4 FEET SOUTH OF THE SOUTH SIDE OF THE CONCRETE PART OF THE
 LW0471'BANNISTER, ABOUT 1 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 LW0471
 LW0471                          STATION RECOVERY (1988)
 LW0471
 LW0471'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2894 ***********************************************************************
 LW2894  DESIGNATION -  JAMES ESTATE FLAGPOLE
 LW2894  PID         -  LW2894
 LW2894  STATE/COUNTY-  RI/NEWPORT
 LW2894  USGS QUAD   -  NEWPORT (1975)
 LW2894
 LW2894                         *CURRENT SURVEY CONTROL
 LW2894  ___________________________________________________________________
 LW2894* NAD 83(1996)-  41 27 47.14418(N)    071 20 10.37255(W)     ADJUSTED  
 LW2894* NAVD 88     -                                                        
 LW2894  ___________________________________________________________________
 LW2894  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 LW2894  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW2894
 LW2894  HORZ ORDER  -  THIRD
 LW2894
 LW2894.The horizontal coordinates were established by classical geodetic methods
 LW2894.and adjusted by the National Geodetic Survey in August 1998..
 LW2894
 LW2894
 LW2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2894
 LW2894.The geoid height was determined by GEOID03.
 LW2894
 LW2894;                    North         East     Units Scale Factor Converg.
 LW2894;SPC RI       -    42,188.778   113,683.131   MT  0.99999605   +0 06 30.4
 LW2894;SPC RI       -   138,414.35    372,975.41   sFT  0.99999605   +0 06 30.4
 LW2894;UTM  19      - 4,592,801.675   304,895.643   MT  1.00006847   -1 32 50.6
 LW2894
 LW2894                          SUPERSEDED SURVEY CONTROL
 LW2894
 LW2894  NAD 83(1996)-  41 27 47.14378(N)    071 20 10.37171(W) AD(       ) 4
 LW2894  NAD 83(1992)-  41 27 47.14261(N)    071 20 10.37195(W) AD(       ) 4
 LW2894  NAD 83(1992)-  41 27 47.14200(N)    071 20 10.37149(W) AD(       ) 4
 LW2894  NAD 83(1986)-  41 27 47.14924(N)    071 20 10.36805(W) AD(       ) 4
 LW2894  NAD 27      -  41 27 46.78000(N)    071 20 12.17500(W) AD(       ) 3
 LW2894
 LW2894.Superseded values are not recommended for survey control.
 LW2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2894.See file dsdata.txt to determine how the superseded data were derived.
 LW2894
 LW2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0489692802(NAD 83)
 LW2894_MARKER: 62 = FLAGPOLE
 LW2894_SETTING: 0 = UNSPECIFIED SETTING
 LW2894
 LW2894  HISTORY     - Date     Condition        Report By
 LW2894  HISTORY     - 1943     FIRST OBSERVED   CGS
 LW2894  HISTORY     - 1954     GOOD             CGS
 LW2894
 LW2894                          STATION DESCRIPTION
 LW2894
 LW2894'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2894'STATION IS ABOUT 1-1/2 MI. SW OF NEWPORT, 1-3/8 MI. E BY S OF
 LW2894'CASTLE HILL LIGHTHOUSE, AND BETWEEN TWO ROADS LEADING INDIRECTLY
 LW2894'TO NEWPORT.  THE STATION IS ON THE ESTATE NOW OWNED BY THE JAMES
 LW2894'FOUNDATION, ABOUT 30 M. NW OF THE LARGE FOUR-STORY STONE HOUSE,
 LW2894'AND 10.90 M. W OF STATION TELEGRAPH 2.  IT IS THE KNOB ON THE TOP
 LW2894'OF A LARGE FLAGPOLE, 150 FT. HIGH.
 LW2894'
 LW2894'THIS IS AN INTERSECTION STATION.
 LW2894
 LW2894                          STATION RECOVERY (1954)
 LW2894
 LW2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2894'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 LW2894'AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0472 ***********************************************************************
 LW0472  DESIGNATION -  JAMES RM 1
 LW0472  PID         -  LW0472
 LW0472  STATE/COUNTY-  RI/NEWPORT
 LW0472  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0472
 LW0472                         *CURRENT SURVEY CONTROL
 LW0472  ___________________________________________________________________
 LW0472* NAD 83(1986)-  41 30 28.     (N)    071 21 40.     (W)     SCALED    
 LW0472* NAVD 88     -        25.041  (meters)      82.16   (feet)  ADJUSTED  
 LW0472  ___________________________________________________________________
 LW0472  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW0472  DYNAMIC HT  -          25.033 (meters)      82.13  (feet)  COMP
 LW0472  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 LW0472
 LW0472  VERT ORDER  -  SECOND    CLASS 0
 LW0472
 LW0472.The horizontal coordinates were scaled from a topographic map and have
 LW0472.an estimated accuracy of +/- 6 seconds.
 LW0472
 LW0472.The orthometric height was determined by differential leveling
 LW0472.and adjusted by the National Geodetic Survey in June 1991..
 LW0472
 LW0472.The geoid height was determined by GEOID03.
 LW0472
 LW0472.The dynamic height is computed by dividing the NAVD 88
 LW0472.geopotential number by the normal gravity value computed on the
 LW0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0472.degrees latitude (g = 980.6199 gals.).
 LW0472
 LW0472.The modeled gravity was interpolated from observed gravity values.
 LW0472
 LW0472;                    North         East    Units  Estimated Accuracy
 LW0472;SPC RI       -    47,150.      111,600.      MT  (+/- 180 meters Scaled)
 LW0472
 LW0472                          SUPERSEDED SURVEY CONTROL
 LW0472
 LW0472  NGVD 29 (??/??/92)   25.315  (m)           83.05   (f) ADJ UNCH    2 0
 LW0472
 LW0472.Superseded values are not recommended for survey control.
 LW0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0472.See file dsdata.txt to determine how the superseded data were derived.
 LW0472
 LW0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF029978(NAD 83)
 LW0472_MARKER: DR = REFERENCE MARK DISK
 LW0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0472_SP_SET: BRIDGE GUARD RAIL BASE
 LW0472_STAMPING: JAMES NO 1 1968
 LW0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0472
 LW0472  HISTORY     - Date     Condition        Report By
 LW0472  HISTORY     - 1968     MONUMENTED       CGS
 LW0472  HISTORY     - 1969     GOOD             NGS
 LW0472  HISTORY     - 1980     GOOD             USPSQD
 LW0472
 LW0472                          STATION DESCRIPTION
 LW0472
 LW0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0472'0.4 MI SE FROM JAMESTOWN.
 LW0472'AT JAMESTOWN, ABOUT 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 138
 LW0472'FROM THE TOLL GATE FOR THE NEWPORT BRIDGE OVER NARRAGANSETT BAY,
 LW0472'AT THE WEST END OF THE LARGE BRIDGE, 31.6 FEET EAST OF THE
 LW0472'STATION MARK DESCRIBED, 36.4 FEET EAST OF THE WEST END OF THE
 LW0472'BRIDGE, 25.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 60.7
 LW0472'FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM RM 2 DESCRIBED AND
 LW0472'1 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR, SET ON THE TOP AND
 LW0472'0.8 FOOT NORTH OF THE SOUTH EDGE OF THE NORTH CONCRETE BASE FOR
 LW0472'THE NORTH IRON GUARD RAIL OF THE BRIDGE.
 LW0472
 LW0472                          STATION RECOVERY (1980)
 LW0472
 LW0472'RECOVERY NOTE BY US POWER SQUADRON 1980 (AFA)
 LW0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0473 ***********************************************************************
 LW0473  DESIGNATION -  JAMES RM 2
 LW0473  PID         -  LW0473
 LW0473  STATE/COUNTY-  RI/NEWPORT
 LW0473  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0473
 LW0473                         *CURRENT SURVEY CONTROL
 LW0473  ___________________________________________________________________
 LW0473* NAD 83(1986)-  41 30 28.     (N)    071 21 40.     (W)     SCALED    
 LW0473* NAVD 88     -        24.591  (meters)      80.68   (feet)  ADJUSTED  
 LW0473  ___________________________________________________________________
 LW0473  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW0473  DYNAMIC HT  -          24.583 (meters)      80.65  (feet)  COMP
 LW0473  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 LW0473
 LW0473  VERT ORDER  -  SECOND    CLASS 0
 LW0473
 LW0473.The horizontal coordinates were scaled from a topographic map and have
 LW0473.an estimated accuracy of +/- 6 seconds.
 LW0473
 LW0473.The orthometric height was determined by differential leveling
 LW0473.and adjusted by the National Geodetic Survey in June 1991..
 LW0473
 LW0473.The geoid height was determined by GEOID03.
 LW0473
 LW0473.The dynamic height is computed by dividing the NAVD 88
 LW0473.geopotential number by the normal gravity value computed on the
 LW0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0473.degrees latitude (g = 980.6199 gals.).
 LW0473
 LW0473.The modeled gravity was interpolated from observed gravity values.
 LW0473
 LW0473;                    North         East    Units  Estimated Accuracy
 LW0473;SPC RI       -    47,150.      111,600.      MT  (+/- 180 meters Scaled)
 LW0473
 LW0473                          SUPERSEDED SURVEY CONTROL
 LW0473
 LW0473  NGVD 29 (??/??/92)   24.866  (m)           81.58   (f) ADJ UNCH    2 0
 LW0473
 LW0473.Superseded values are not recommended for survey control.
 LW0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0473.See file dsdata.txt to determine how the superseded data were derived.
 LW0473
 LW0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF029978(NAD 83)
 LW0473_MARKER: DR = REFERENCE MARK DISK
 LW0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0473_SP_SET: BRIDGE GUARD RAIL BASE
 LW0473_STAMPING: JAMES NO 2 1968
 LW0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0473
 LW0473  HISTORY     - Date     Condition        Report By
 LW0473  HISTORY     - 1968     MONUMENTED       CGS
 LW0473  HISTORY     - 1969     GOOD             NGS
 LW0473  HISTORY     - 1988     GOOD             USPSQD
 LW0473
 LW0473                          STATION DESCRIPTION
 LW0473
 LW0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0473'0.4 MI SE FROM JAMESTOWN.
 LW0473'AT JAMESTOWN, ABOUT 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 138
 LW0473'FROM THE TOLL GATE FOR THE LARGE NEWPORT BRIDGE OVER NARRAGANSETT
 LW0473'BAY, NEAR THE WEST END OF THE LARGE BRIDGE, AT THE SOUTHWEST
 LW0473'CORNER OF THE BRIDGE, 49.8 FEET SOUTH OF AND ACROSS THE HIGHWAY
 LW0473'FROM THE STATION MARK DESCRIBED, 25 FEET SOUTH OF THE CENTER
 LW0473'LINE OF THE HIGHWAY, SET IN THE TOP AND 0.9 FOOT SOUTH OF THE
 LW0473'NORTH EDGE OF THE SOUTH CONCRETE BASE FOR THE SOUTH IRON GUARD
 LW0473'RAIL OF THE BRIDGE AND 1 FOOT ABOVE THE LEVEL OF THE BRIDGE
 LW0473'FLOOR.
 LW0473
 LW0473                          STATION RECOVERY (1988)
 LW0473
 LW0473'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2468 ***********************************************************************
 LW2468  DESIGNATION -  JAMESTOWN BRIDGE E NAV LIGHT
 LW2468  PID         -  LW2468
 LW2468  STATE/COUNTY-  RI/NEWPORT
 LW2468  USGS QUAD   -  WICKFORD (1995)
 LW2468
 LW2468                         *CURRENT SURVEY CONTROL
 LW2468  ___________________________________________________________________
 LW2468* NAD 83(1996)-  41 31 36.56026(N)    071 23 48.17823(W)     ADJUSTED  
 LW2468* NAVD 88     -                                                        
 LW2468  ___________________________________________________________________
 LW2468  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 LW2468  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW2468
 LW2468  HORZ ORDER  -  THIRD
 LW2468
 LW2468.The horizontal coordinates were established by classical geodetic methods
 LW2468.and adjusted by the National Geodetic Survey in August 1998..
 LW2468
 LW2468
 LW2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2468
 LW2468.The geoid height was determined by GEOID03.
 LW2468
 LW2468;                    North         East     Units Scale Factor Converg.
 LW2468;SPC RI       -    49,258.643   108,620.191   MT  0.99999466   +0 04 06.5
 LW2468;SPC RI       -   161,609.40    356,364.74   sFT  0.99999466   +0 04 06.5
 LW2468;UTM  19      - 4,600,015.588   300,038.826   MT  1.00009208   -1 35 22.1
 LW2468
 LW2468                          SUPERSEDED SURVEY CONTROL
 LW2468
 LW2468  NAD 83(1996)-  41 31 36.55964(N)    071 23 48.17763(W) AD(       ) 4
 LW2468  NAD 83(1992)-  41 31 36.55869(N)    071 23 48.17747(W) AD(       ) 4
 LW2468  NAD 83(1992)-  41 31 36.55819(N)    071 23 48.17734(W) AD(       ) 4
 LW2468  NAD 83(1986)-  41 31 36.55761(N)    071 23 48.17484(W) AD(       ) 4
 LW2468  NAD 27      -  41 31 36.19000(N)    071 23 49.97100(W) AD(       ) 3
 LW2468
 LW2468.Superseded values are not recommended for survey control.
 LW2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2468.See file dsdata.txt to determine how the superseded data were derived.
 LW2468
 LW2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0003900016(NAD 83)
 LW2468
 LW2468  HISTORY     - Date     Condition        Report By
 LW2468  HISTORY     - 1943     MONUMENTED       CGS
 LW2468  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2468
 LW2468                          STATION DESCRIPTION
 LW2468
 LW2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2468'STATIONS ARE LOCATED ON THE JAMESTOWN BRIDGE ACROSS THE W
 LW2468'PASSAGE TO NARRAGANSETT BAY.  THEY ARE THE FIXED RED LIGHTS ON
 LW2468'THE S FACES OF THE TWO TALL CONCRETE PIERS SUPPORTING THE CENTER
 LW2468'SPAN OF THE BRIDGE.  THESE LIGHTS ARE VISIBLE ONLY FROM THE S
 LW2468'APPROACH TO THE BRIDGE.
 LW2468
 LW2468                          STATION RECOVERY (1956)
 LW2468
 LW2468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2468'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1943 DESCRIPTION
 LW2468'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2467 ***********************************************************************
 LW2467  DESIGNATION -  JAMESTOWN BRIDGE EAST BEACON
 LW2467  PID         -  LW2467
 LW2467  STATE/COUNTY-  RI/NEWPORT
 LW2467  USGS QUAD   -  WICKFORD (1995)
 LW2467
 LW2467                         *CURRENT SURVEY CONTROL
 LW2467  ___________________________________________________________________
 LW2467* NAD 83(1996)-  41 31 36.78040(N)    071 23 48.11151(W)     ADJUSTED  
 LW2467* NAVD 88     -                                                        
 LW2467  ___________________________________________________________________
 LW2467  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 LW2467  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW2467
 LW2467  HORZ ORDER  -  THIRD
 LW2467
 LW2467.The horizontal coordinates were established by classical geodetic methods
 LW2467.and adjusted by the National Geodetic Survey in August 1998..
 LW2467
 LW2467
 LW2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2467
 LW2467.The geoid height was determined by GEOID03.
 LW2467
 LW2467;                    North         East     Units Scale Factor Converg.
 LW2467;SPC RI       -    49,265.436   108,621.730   MT  0.99999466   +0 04 06.6
 LW2467;SPC RI       -   161,631.68    356,369.79   sFT  0.99999466   +0 04 06.6
 LW2467;UTM  19      - 4,600,022.335   300,040.561   MT  1.00009207   -1 35 22.1
 LW2467
 LW2467                          SUPERSEDED SURVEY CONTROL
 LW2467
 LW2467  NAD 83(1996)-  41 31 36.77978(N)    071 23 48.11090(W) AD(       ) 4
 LW2467  NAD 83(1992)-  41 31 36.77884(N)    071 23 48.11074(W) AD(       ) 4
 LW2467  NAD 83(1992)-  41 31 36.77836(N)    071 23 48.11066(W) AD(       ) 4
 LW2467  NAD 83(1986)-  41 31 36.77691(N)    071 23 48.10642(W) AD(       ) 4
 LW2467  NAD 27      -  41 31 36.41100(N)    071 23 49.90800(W) AD(       ) 3
 LW2467
 LW2467.Superseded values are not recommended for survey control.
 LW2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2467.See file dsdata.txt to determine how the superseded data were derived.
 LW2467
 LW2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0004100022(NAD 83)
 LW2467
 LW2467  HISTORY     - Date     Condition        Report By
 LW2467  HISTORY     - 1943     MONUMENTED       CGS
 LW2467  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2467  HISTORY     - 20040806 GOOD             USPSQD
 LW2467
 LW2467                          STATION DESCRIPTION
 LW2467
 LW2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2467'THE STATIONS ARE ON THE JAMESTOWN BRIDGE ACROSS THE W PASSAGE
 LW2467'TO NARRAGANSETT BAY.  THEY ARE THE FLASHING RED LIGHTS AT THE VERY
 LW2467'TOP OF THE STEEL TRUSSWORK AT THE E AND W ENDS OF THE CENTER
 LW2467'SPAN.  THESE LIGHTS MARK THE TWO HIGHEST POINTS ON THE BRIDGE.
 LW2467'THE TWO LIGHTS ARE SYNCHRONIZED TO FLASH ALTERNATELY.  SINCE THE
 LW2467'TWO LIGHTS ARE DIRECTLY OVER THE CENTERS OF THE TWO CONCRETE
 LW2467'PIERS SUPPORTING THE CENTER SPAN, THEY ALSO DEFINE THE
 LW2467'NAVIGATION CHANNEL UNDER THE BRIDGE.  THESE LIGHTS ARE VISIBLE
 LW2467'FROM ANY APPROACH TO THE BRIDGE.
 LW2467'
 LW2467'THESE ARE INTERSECTION STATIONS.
 LW2467
 LW2467                          STATION RECOVERY (1956)
 LW2467
 LW2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2467'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1943 DESCRIPTION
 LW2467'IS ADEQUATE.
 LW2467
 LW2467                          STATION RECOVERY (2004)
 LW2467
 LW2467'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2470 ***********************************************************************
 LW2470  DESIGNATION -  JAMESTOWN BRIDGE W NAV LIGHT
 LW2470  PID         -  LW2470
 LW2470  STATE/COUNTY-  RI/NEWPORT
 LW2470  USGS QUAD   -  WICKFORD (1995)
 LW2470
 LW2470                         *CURRENT SURVEY CONTROL
 LW2470  ___________________________________________________________________
 LW2470* NAD 83(1996)-  41 31 37.80197(N)    071 23 56.41969(W)     ADJUSTED  
 LW2470* NAVD 88     -                                                        
 LW2470  ___________________________________________________________________
 LW2470  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 LW2470  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW2470
 LW2470  HORZ ORDER  -  THIRD
 LW2470
 LW2470.The horizontal coordinates were established by classical geodetic methods
 LW2470.and adjusted by the National Geodetic Survey in August 1998..
 LW2470
 LW2470
 LW2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2470
 LW2470.The geoid height was determined by GEOID03.
 LW2470
 LW2470;                    North         East     Units Scale Factor Converg.
 LW2470;SPC RI       -    49,296.725   108,429.079   MT  0.99999462   +0 04 01.0
 LW2470;SPC RI       -   161,734.34    355,737.74   sFT  0.99999462   +0 04 01.0
 LW2470;UTM  19      - 4,600,059.188   299,848.878   MT  1.00009302   -1 35 27.6
 LW2470
 LW2470                          SUPERSEDED SURVEY CONTROL
 LW2470
 LW2470  NAD 83(1996)-  41 31 37.80135(N)    071 23 56.41909(W) AD(       ) 4
 LW2470  NAD 83(1992)-  41 31 37.80041(N)    071 23 56.41893(W) AD(       ) 4
 LW2470  NAD 83(1992)-  41 31 37.79991(N)    071 23 56.41880(W) AD(       ) 4
 LW2470  NAD 83(1986)-  41 31 37.79934(N)    071 23 56.41643(W) AD(       ) 4
 LW2470  NAD 27      -  41 31 37.43200(N)    071 23 58.21300(W) AD(       ) 3
 LW2470
 LW2470.Superseded values are not recommended for survey control.
 LW2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2470.See file dsdata.txt to determine how the superseded data were derived.
 LW2470
 LW2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9984900059(NAD 83)
 LW2470
 LW2470  HISTORY     - Date     Condition        Report By
 LW2470  HISTORY     - 1943     MONUMENTED       CGS
 LW2470  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2470
 LW2470                          STATION DESCRIPTION
 LW2470
 LW2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2470'STATIONS ARE LOCATED ON THE JAMESTOWN BRIDGE ACROSS THE W
 LW2470'PASSAGE TO NARRAGANSETT BAY.  THEY ARE THE FIXED RED LIGHTS ON
 LW2470'THE S FACES OF THE TWO TALL CONCRETE PIERS SUPPORTING THE CENTER
 LW2470'SPAN OF THE BRIDGE.  THESE LIGHTS ARE VISIBLE ONLY FROM THE S
 LW2470'APPROACH TO THE BRIDGE.
 LW2470
 LW2470                          STATION RECOVERY (1956)
 LW2470
 LW2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2470'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1943 DESCRIPTION
 LW2470'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2469 ***********************************************************************
 LW2469  DESIGNATION -  JAMESTOWN BRIDGE WEST BEACON
 LW2469  PID         -  LW2469
 LW2469  STATE/COUNTY-  RI/NEWPORT
 LW2469  USGS QUAD   -  WICKFORD (1995)
 LW2469
 LW2469                         *CURRENT SURVEY CONTROL
 LW2469  ___________________________________________________________________
 LW2469* NAD 83(1996)-  41 31 38.02624(N)    071 23 56.36510(W)     ADJUSTED  
 LW2469* NAVD 88     -                                                        
 LW2469  ___________________________________________________________________
 LW2469  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 LW2469  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW2469
 LW2469  HORZ ORDER  -  THIRD
 LW2469
 LW2469.The horizontal coordinates were established by classical geodetic methods
 LW2469.and adjusted by the National Geodetic Survey in August 1998..
 LW2469
 LW2469
 LW2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2469
 LW2469.The geoid height was determined by GEOID03.
 LW2469
 LW2469;                    North         East     Units Scale Factor Converg.
 LW2469;SPC RI       -    49,303.646   108,430.337   MT  0.99999462   +0 04 01.1
 LW2469;SPC RI       -   161,757.05    355,741.86   sFT  0.99999462   +0 04 01.1
 LW2469;UTM  19      - 4,600,066.070   299,850.335   MT  1.00009301   -1 35 27.6
 LW2469
 LW2469                          SUPERSEDED SURVEY CONTROL
 LW2469
 LW2469  NAD 83(1996)-  41 31 38.02561(N)    071 23 56.36449(W) AD(       ) 4
 LW2469  NAD 83(1992)-  41 31 38.02467(N)    071 23 56.36433(W) AD(       ) 4
 LW2469  NAD 83(1992)-  41 31 38.02421(N)    071 23 56.36429(W) AD(       ) 4
 LW2469  NAD 83(1986)-  41 31 38.02269(N)    071 23 56.35979(W) AD(       ) 4
 LW2469  NAD 27      -  41 31 37.65700(N)    071 23 58.16000(W) AD(       ) 3
 LW2469
 LW2469.Superseded values are not recommended for survey control.
 LW2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2469.See file dsdata.txt to determine how the superseded data were derived.
 LW2469
 LW2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9985000066(NAD 83)
 LW2469_MARKER: 14 = NAVIGATION LIGHT
 LW2469_SETTING: 0 = UNSPECIFIED SETTING
 LW2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW2469+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LW2469
 LW2469  HISTORY     - Date     Condition        Report By
 LW2469  HISTORY     - UNK      FIRST OBSERVED
 LW2469  HISTORY     - 1943     GOOD             CGS
 LW2469  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2469  HISTORY     - 19890707 GOOD             RIGS
 LW2469  HISTORY     - 20040814 GOOD             USPSQD
 LW2469
 LW2469                          STATION DESCRIPTION
 LW2469
 LW2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2469'THE STATIONS ARE ON THE JAMESTOWN BRIDGE ACROSS THE W PASSAGE
 LW2469'TO NARRAGANSETT BAY.  THEY ARE THE FLASHING RED LIGHTS AT THE
 LW2469'VERY TOP OF THE STEEL TRUSSWORK AT THE E AND W ENDS OF THE CENTER
 LW2469'SPAN.  THESE LIGHTS MARK THE TWO HIGHEST POINTS ON THE BRIDGE.
 LW2469'THE TWO LIGHTS ARE SYNCHRONIZED TO FLASH ALTERNATELY.  SINCE THE
 LW2469'TWO LIGHTS ARE DIRECTLY OVER THE CENTERS OF THE TWO CONCRETE
 LW2469'PIERS SUPPORTING THE CENTER SPAN, THEY ALSO DEFINE THE
 LW2469'NAVIGATION CHANNEL UNDER THE BRIDGE.  THESE LIGHTS ARE
 LW2469'VISIBLE FROM ANY APPROACH TO THE BRIDGE.
 LW2469'
 LW2469'THESE ARE INTERSECTION STATIONS.
 LW2469
 LW2469                          STATION RECOVERY (1956)
 LW2469
 LW2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2469'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1943
 LW2469'DESCRIPTION IS ADEQUATE.
 LW2469
 LW2469                          STATION RECOVERY (1989)
 LW2469
 LW2469'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW2469'THE STATIONS ARE ON THE JAMESTOWN BRIDGE ACROSS THE W PASSAGE
 LW2469'TO NARRAGANSETT BAY.  THEY ARE THE FLASHING RED LIGHTS AT THE
 LW2469'VERY TOP OF THE STEEL TRUSSWORK AT THE E AND W ENDS OF THE CENTER
 LW2469'SPAN.  THESE LIGHTS MARK THE TWO HIGHEST POINTS ON THE BRIDGE.
 LW2469'THE TWO LIGHTS ARE SYNCHRONIZED TO FLASH ALTERNATELY.  SINCE THE
 LW2469'TWO LIGHTS ARE DIRECTLY OVER THE CENTERS OF THE TWO CONCRETE
 LW2469'PIERS SUPPORTING THE CENTER SPAN, THEY ALSO DEFINE THE
 LW2469'NAVIGATION CHANNEL UNDER THE BRIDGE.  THESE LIGHTS ARE
 LW2469'VISIBLE FROM ANY APPROACH TO THE BRIDGE.
 LW2469
 LW2469                          STATION RECOVERY (2004)
 LW2469
 LW2469'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2734 ***********************************************************************
 LW2734  DESIGNATION -  JENCKES
 LW2734  PID         -  LW2734
 LW2734  STATE/COUNTY-  RI/PROVIDENCE
 LW2734  USGS QUAD   -  PAWTUCKET (1975)
 LW2734
 LW2734                         *CURRENT SURVEY CONTROL
 LW2734  ___________________________________________________________________
 LW2734* NAD 83(1996)-  41 54 16.80298(N)    071 27 39.49471(W)     ADJUSTED  
 LW2734* NAVD 88     -       124.7    (meters)     409.     (feet)  VERTCON   
 LW2734  ___________________________________________________________________
 LW2734  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 LW2734  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW2734
 LW2734  HORZ ORDER  -  FIRST
 LW2734
 LW2734.The horizontal coordinates were established by classical geodetic methods
 LW2734.and adjusted by the National Geodetic Survey in August 1998..
 LW2734
 LW2734.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2734
 LW2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2734
 LW2734.The geoid height was determined by GEOID03.
 LW2734
 LW2734;                    North         East     Units Scale Factor Converg.
 LW2734;SPC RI       -    91,220.389   103,238.405   MT  0.99999388   +0 01 33.8
 LW2734;SPC RI       -   299,278.89    338,708.00   sFT  0.99999388   +0 01 33.8
 LW2734;UTM  19      - 4,642,120.480   295,877.449   MT  1.00011273   -1 38 39.2
 LW2734
 LW2734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2734!SPC RI       -   0.99998506  x   0.99999388  =   0.99997894
 LW2734!UTM  19      -   0.99998506  x   1.00011273  =   1.00009779
 LW2734
 LW2734|---------------------------------------------------------------------|
 LW2734| PID    Reference Object                     Distance      Geod. Az  |
 LW2734|                                                           dddmmss.s |
 LW2734| CB7821 JENCKES RM 2                         20.672 METERS 09430     |
 LW2734| CB7819 JENCKES AZ MK                                      2865913.8 |
 LW2734| CB7820 JENCKES RM 1                         31.771 METERS 35202     |
 LW2734|---------------------------------------------------------------------|
 LW2734
 LW2734                          SUPERSEDED SURVEY CONTROL
 LW2734
 LW2734  NAD 83(1996)-  41 54 16.80292(N)    071 27 39.49463(W) AD(       ) 1
 LW2734  NAD 83(1992)-  41 54 16.80149(N)    071 27 39.49389(W) AD(       ) 1
 LW2734  NAD 83(1992)-  41 54 16.80145(N)    071 27 39.49385(W) AD(       ) 1
 LW2734  NAD 83(1986)-  41 54 16.80038(N)    071 27 39.49353(W) AD(       ) 1
 LW2734  NAD 27      -  41 54 16.44361(N)    071 27 41.28026(W) AD(       ) 1
 LW2734  NGVD 29 (07/19/86)  124.9    (m)          410.     (f) VERT ANG       
 LW2734
 LW2734.Superseded values are not recommended for survey control.
 LW2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2734.See file dsdata.txt to determine how the superseded data were derived.
 LW2734
 LW2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9587742120(NAD 83)
 LW2734_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2734_SETTING: 66 = SET IN ROCK OUTCROP
 LW2734_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW2734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2734+STABILITY: POSITION/ELEVATION WELL
 LW2734
 LW2734  HISTORY     - Date     Condition        Report By
 LW2734  HISTORY     - 1968     MONUMENTED       CGS
 LW2734  HISTORY     - 1975     SEE DESCRIPTION  LOCENG
 LW2734
 LW2734                          STATION DESCRIPTION
 LW2734
 LW2734'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2734'STATION IS LOCATED ON JENCKES HILL, ABOUT 6 MILES
 LW2734'NORTH-NORTHWEST OF CENTER OF DOWNTOWN PROVIDENCE, 4-1/2 MILES
 LW2734'WEST-NORTHWEST OF PAWTUCKET, 2-3/4 MILES SOUTHWEST OF BERKELEY,
 LW2734'1-1/4 MILES NORTHWEST OF THE LINCOLN DOWNS RACETRACK AND ON THE
 LW2734'SOUTH SIDE OF JENCKES HILL ROAD.
 LW2734'
 LW2734'TO REACH FROM WHERE STATE HIGHWAY 123 CROSSES OVER STATE
 LW2734'HIGHWAY 146, (ABOUT 5.5 MILES NORTH-NORTHWEST OF CENTER OF
 LW2734'DOWNTOWN PROVIDENCE), GO WEST ON STATE HIGHWAY 123 FOR 0.25 MILE
 LW2734'TO A CROSSROAD (LOUISQUISSET PIKE).  CONTINUE AHEAD WESTERLY ON
 LW2734'STATE HIGHWAY 123 (JENCKES HILL ROAD) FOR 0.6 MILES TO A
 LW2734'CEMETERY ON RIGHT AND STATION ON LEFT AS DESCRIBED.
 LW2734'
 LW2734'ALL MARKS ARE STANDARD DISKS CEMENTED IN BEDROCK.
 LW2734'
 LW2734'STATION MARK, STAMPED JENCKES 1968, IS SET IN A 1 BY 1-1/2 FOOT
 LW2734'BEDROCK FORMATION WHICH IS 2 INCHES BELOW THE SURFACE OF THE
 LW2734'GROUND.  IT IS 110 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LW2734'CEMETERY, 79 FEET WEST-SOUTHWEST OF POWER LINE POLE NUMBER 24,
 LW2734'68.5 FEET EAST-SOUTHEAST OF POWER LINE POLE NUMBER 25, 41 FEET
 LW2734'SOUTH OF CENTER OF STATE HIGHWAY 123 AND 9 FEET NORTHEAST OF
 LW2734'METAL WITNESS POST.
 LW2734'
 LW2734'RM 1, STAMPED JENCKES NO 1 1968, IS SET IN A BEDROCK FORMATION
 LW2734'THAT IS 2.5 FEET ABOVE THE ROAD SURFACE.  IT IS 73 FEET WEST OF
 LW2734'THE SOUTHWEST CORNER OF CEMETERY, 57 FEET NORTH OF CENTER OF
 LW2734'STATE HIGHWAY 123, 6.5 FEET SOUTH OF A ROCK FENCE AND 3.6 FEET
 LW2734'EAST OF A METAL WITNESS POST.
 LW2734'
 LW2734'RM 2, STAMPED JENCKES NO 2 1968, IS SET IN A 4 BY 7 FOOT
 LW2734'BEDROCK FORMATION WHICH PROJECTS ABOUT 15 INCHES.  IT IS 92.5
 LW2734'FEET SOUTH OF THE SOUTHEAST CORNER OF CEMETERY, 32.5 FEET SOUTH
 LW2734'OF CENTER OF STATE HIGHWAY 123, 15 FEET SOUTHWEST OF POWER LINE
 LW2734'POLE NUMBER 24 AND 2.9 FEET NORTHWEST OF A METAL WITNESS POST.
 LW2734'
 LW2734'AZ MK, STAMPED JENCKES 1968, IS SET IN A BEDROCK LEDGE WHICH
 LW2734'IS 4 FEET HIGHER IN ELEVATION THAN THE ROAD.  IT IS 153 FEET
 LW2734'NORTHEAST OF CENTER OF JUNCTION OF STATE HIGHWAY 123 AND ANGELL
 LW2734'ROAD, 128 FEET WEST OF LOUIS I. SWEETS MAIL BOX, 28.5 FEET NORTH
 LW2734'OF CENTER OF STATE HIGHWAY 123 AND 3 FEET NORTH OF METAL WITNESS
 LW2734'POST.
 LW2734'
 LW2734'TO REACH THE AZ MK FROM STATION, GO WEST ON STATE HIGHWAY 123
 LW2734'FOR 0.2 MILE TO A ROCK LEDGE ON RIGHT AND MARK AS DESCRIBED.
 LW2734'
 LW2734'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW2734
 LW2734                          STATION RECOVERY (1975)
 LW2734
 LW2734'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 LW2734'STATION MARK, RM 1, RM 2 AND AZIMUTH MARK WERE FOUND IN GOOD
 LW2734'CONDITION.
 LW2734'
 LW2734'SWEETS MAIL BOX IS NOW GORDON.  (NOTED IN AZIMUTH MARK
 LW2734'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3662 ***********************************************************************
 LW3662  DESIGNATION -  JERIMOTH
 LW3662  PID         -  LW3662
 LW3662  STATE/COUNTY-  RI/PROVIDENCE
 LW3662  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3662
 LW3662                         *CURRENT SURVEY CONTROL
 LW3662  ___________________________________________________________________
 LW3662* NAD 83(1996)-  41 50 59.83154(N)    071 46 44.65593(W)     ADJUSTED  
 LW3662* NAVD 88     -       246.4    (meters)     808.     (feet)  VERTCON   
 LW3662  ___________________________________________________________________
 LW3662  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 LW3662  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW3662
 LW3662  HORZ ORDER  -  FIRST
 LW3662
 LW3662.The horizontal coordinates were established by classical geodetic methods
 LW3662.and adjusted by the National Geodetic Survey in August 1998..
 LW3662
 LW3662.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3662
 LW3662.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3662
 LW3662.The geoid height was determined by GEOID03.
 LW3662
 LW3662;                    North         East     Units Scale Factor Converg.
 LW3662;SPC RI       -    85,180.181    76,824.644   MT  1.00000036   -0 11 10.3
 LW3662;SPC RI       -   279,461.98    252,048.85   sFT  1.00000036   -0 11 10.3
 LW3662;SPC CT       -   265,759.821   385,429.680   MT  0.99999835   +0 38 37.6
 LW3662;SPC CT       -   871,913.68  1,264,530.54   sFT  0.99999835   +0 38 37.6
 LW3662;UTM  19      - 4,636,851.410   269,293.959   MT  1.00025500   -1 51 17.9
 LW3662
 LW3662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3662!SPC RI       -   0.99996602  x   1.00000036  =   0.99996638
 LW3662!SPC CT       -   0.99996602  x   0.99999835  =   0.99996437
 LW3662!UTM  19      -   0.99996602  x   1.00025500  =   1.00022101
 LW3662
 LW3662|---------------------------------------------------------------------|
 LW3662| PID    Reference Object                     Distance      Geod. Az  |
 LW3662|                                                           dddmmss.s |
 LW3662| LW3663 N FOSTER RAD STA WXCN FM MAST       227.314 METERS 00221     |
 LW3662| CB7827 JERIMOTH RM 1                        27.078 METERS 01143     |
 LW3662| LW3505 CHOPMIST HILL FIRE TOWER            APPROX. 9.1 KM 0960229.9 |
 LW3662| CB7828 JERIMOTH RM 2                        25.326 METERS 11512     |
 LW3662| LW3642 PRAY                                APPROX. 9.4 KM 3454128.3 |
 LW3662|---------------------------------------------------------------------|
 LW3662
 LW3662                          SUPERSEDED SURVEY CONTROL
 LW3662
 LW3662  NAD 83(1996)-  41 50 59.83114(N)    071 46 44.65571(W) AD(       ) 1
 LW3662  NAD 83(1992)-  41 50 59.83059(N)    071 46 44.65517(W) AD(       ) 1
 LW3662  NAD 83(1992)-  41 50 59.83051(N)    071 46 44.65540(W) AD(       ) 1
 LW3662  NAD 83(1986)-  41 50 59.83103(N)    071 46 44.65466(W) AD(       ) 1
 LW3662  NAD 27      -  41 50 59.47360(N)    071 46 46.40074(W) AD(       ) 1
 LW3662  NGVD 29 (07/19/86)  246.6    (m)          809.     (f) VERT ANG       
 LW3662
 LW3662.Superseded values are not recommended for survey control.
 LW3662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3662.See file dsdata.txt to determine how the superseded data were derived.
 LW3662
 LW3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6929436851(NAD 83)
 LW3662_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3662+STABILITY: SURFACE MOTION
 LW3662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3662+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2004
 LW3662
 LW3662  HISTORY     - Date     Condition        Report By
 LW3662  HISTORY     - 1968     MONUMENTED       CGS
 LW3662  HISTORY     - 20030727 GOOD             INDIV
 LW3662  HISTORY     - 20040905 GOOD             GEOCAC
 LW3662
 LW3662                          STATION DESCRIPTION
 LW3662
 LW3662'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3662'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF CHEPACHET, 1 MILE
 LW3662'WEST OF THE JUNCTION OF STATE HIGHWAYS 94 AND 101, 1/2 MILE EAST
 LW3662'OF THE RHODE ISLAND AND CONNECTICUT STATE LINE AND ON A HILL
 LW3662'KNOWN AS JERIMOTH HILL.
 LW3662'
 LW3662'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 94 AND 101, GO WEST
 LW3662'ON HIGHWAY 101 FOR 1.0 MILE TO THE SUMMIT OF A HILL AND A
 LW3662'DRIVEWAY LEFT AT A LARGE TWO-STORY RED HOUSE.  TURN LEFT INTO
 LW3662'DRIVEWAY AND BEAR LEFT PAST A CIRCULAR DRIVE AND GO SOUTH ON A
 LW3662'TRACK ROAD FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 LW3662'
 LW3662'STATION MARK, STAMPED JERIMOTH 1968 IS SET IN A ROUND CONCRETE
 LW3662'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LW3662'21 FEET SOUTHWEST OF A 10-INCH MAPLE TREE, 20 FEET WEST OF CENTER
 LW3662'OF TRACK ROAD AND 16 FEET NORTH OF A 12-INCH OAK TREE.
 LW3662'
 LW3662'RM 1, STAMPED JERIMOTH NO 1 1968 IS CEMENTED IN A DRILL HOLE
 LW3662'IN A BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE
 LW3662'AND IS 2 BY 2-1/2 FOOT IN SIZE.  IT IS 10 FEET EAST OF CENTER OF
 LW3662'TRACK ROAD, 3.4 FEET SOUTHWEST OF A 16-INCH PINE TREE AND 3 FEET
 LW3662'SOUTH OF A METAL WITNESS POST.
 LW3662'
 LW3662'RM 2, STAMPED JERIMOTH NO 2 1968 IS SET IN A ROUND CONCRETE
 LW3662'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LW3662'60 FEET EAST OF CENTER OF TRACK ROAD AND 2 FEET SOUTHWEST OF A
 LW3662'METAL WITNESS POST.
 LW3662'
 LW3662'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW3662
 LW3662                          STATION RECOVERY (2003)
 LW3662
 LW3662'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 LW3662'DISK IS ON LAND OWNED BY BROWN UNIVERSITY, PROVIDENCE, RHODE ISLAND,
 LW3662'WITH A R.O.W. EASEMENT THROUGH LAND OWNED BY HENRY P. RICHARDSON.
 LW3662'CONTACT BOTH PARTIES FOR PERMISSION TO ENTER. STATION WAS RECOVERED IN
 LW3662'GOOD CONDITION AS DESCRIBED BY CGS 1968. STATION IS APPROXIMATELY 450'
 LW3662'SOUTHERLY FROM THE SOUTHERLY EDGE OF PAVEMENT OF HARTFORD PIKE - ROUTE
 LW3662'101.
 LW3662
 LW3662                          STATION RECOVERY (2004)
 LW3662
 LW3662'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW3662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0633 ***********************************************************************
 LW0633  DESIGNATION -  JJ 3
 LW0633  PID         -  LW0633
 LW0633  STATE/COUNTY-  RI/NEWPORT
 LW0633  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0633
 LW0633                         *CURRENT SURVEY CONTROL
 LW0633  ___________________________________________________________________
 LW0633* NAD 83(1986)-  41 29 20.     (N)    071 22 48.     (W)     SCALED    
 LW0633* NAVD 88     -         6.856  (meters)      22.49   (feet)  ADJUSTED  
 LW0633  ___________________________________________________________________
 LW0633  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW0633  DYNAMIC HT  -           6.854 (meters)      22.49  (feet)  COMP
 LW0633  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 LW0633
 LW0633  VERT ORDER  -  SECOND    CLASS 0
 LW0633
 LW0633.The horizontal coordinates were scaled from a topographic map and have
 LW0633.an estimated accuracy of +/- 6 seconds.
 LW0633
 LW0633.The orthometric height was determined by differential leveling
 LW0633.and adjusted by the National Geodetic Survey in June 1991..
 LW0633
 LW0633.The geoid height was determined by GEOID03.
 LW0633
 LW0633.The dynamic height is computed by dividing the NAVD 88
 LW0633.geopotential number by the normal gravity value computed on the
 LW0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0633.degrees latitude (g = 980.6199 gals.).
 LW0633
 LW0633.The modeled gravity was interpolated from observed gravity values.
 LW0633
 LW0633;                    North         East    Units  Estimated Accuracy
 LW0633;SPC RI       -    45,050.      110,020.      MT  (+/- 180 meters Scaled)
 LW0633
 LW0633                          SUPERSEDED SURVEY CONTROL
 LW0633
 LW0633  NGVD 29 (??/??/92)    7.130  (m)           23.39   (f) ADJ UNCH    2 0
 LW0633
 LW0633.Superseded values are not recommended for survey control.
 LW0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0633.See file dsdata.txt to determine how the superseded data were derived.
 LW0633
 LW0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF013957(NAD 83)
 LW0633_MARKER: DB = BENCH MARK DISK
 LW0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0633_SP_SET: CATCH BASIN
 LW0633_STAMPING: JJ 3 1943
 LW0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0633
 LW0633  HISTORY     - Date     Condition        Report By
 LW0633  HISTORY     - 1943     MONUMENTED       CGS
 LW0633  HISTORY     - 1969     GOOD             NGS
 LW0633  HISTORY     - 1988     POOR             USPSQD
 LW0633
 LW0633                          STATION DESCRIPTION
 LW0633
 LW0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0633'0.6 MI SW FROM JAMESTOWN.
 LW0633'0.55 MILE SOUTHWEST ALONG SOUTHWEST AVENUE FROM THE POST OFFICE
 LW0633'AT JAMESTOWN, AT THE JUNCTION OF HAMILTON AVENUE, SET ON THE
 LW0633'TOP OF THE NORTH CORNER OF A 3 1/2-FEET BY 3 1/2 FEET AND 7 1/2
 LW0633'FEET DEEP CATCH BASIN, 96 FEET SOUTHEAST OF THE CENTER LINE OF
 LW0633'SOUTHWEST AVENUE, 20.3 FEET NORTH OF THE CENTER LINE OF HAMILTON
 LW0633'AVENUE, 7 1/2 FEET SOUTHEAST OF POWER LINE POLE 292 AND ABOUT
 LW0633'LEVEL WITH THE SIDEWALK.  NOTE-- MARK MAY BE REACHED BY GOING
 LW0633'0.5 MILE SOUTH ALONG CANONICUS AND WOLCOTT AVENUE FROM THE
 LW0633'JUNCTION OF NARRAGANSETT AVENUE AT JAMESTOWN, THENCE 0.65 MILE
 LW0633'WEST ALONG HAMILTON AVENUE TO THE JUNCTION OF SOUTHWEST AVENUE
 LW0633'AND MARK ON RIGHT.
 LW0633
 LW0633                          STATION RECOVERY (1988)
 LW0633
 LW0633'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0633'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5245 ***********************************************************************
 LW5245  DESIGNATION -  JO 001
 LW5245  PID         -  LW5245
 LW5245  STATE/COUNTY-  RI/PROVIDENCE
 LW5245  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5245
 LW5245                         *CURRENT SURVEY CONTROL
 LW5245  ___________________________________________________________________
 LW5245* NAD 83(1996)-  41 47 20.71566(N)    071 30 24.37879(W)     ADJUSTED  
 LW5245* NAVD 88     -        94.058  (meters)     308.59   (feet)  ADJUSTED  
 LW5245  ___________________________________________________________________
 LW5245  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 LW5245  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW5245  DYNAMIC HT  -          94.027 (meters)     308.49  (feet)  COMP
 LW5245  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 LW5245
 LW5245  HORZ ORDER  -  SECOND
 LW5245  VERT ORDER  -  SECOND    CLASS II
 LW5245
 LW5245.The horizontal coordinates were established by classical geodetic methods
 LW5245.and adjusted by the National Geodetic Survey in August 1998..
 LW5245
 LW5245.The orthometric height was determined by differential leveling
 LW5245.and adjusted by the National Geodetic Survey in June 1991..
 LW5245
 LW5245.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5245
 LW5245.The geoid height was determined by GEOID03.
 LW5245
 LW5245.The dynamic height is computed by dividing the NAVD 88
 LW5245.geopotential number by the normal gravity value computed on the
 LW5245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5245.degrees latitude (g = 980.6199 gals.).
 LW5245
 LW5245.The modeled gravity was interpolated from observed gravity values.
 LW5245
 LW5245;                    North         East     Units Scale Factor Converg.
 LW5245;SPC RI       -    78,382.269    99,437.099   MT  0.99999375   -0 00 16.2
 LW5245;SPC RI       -   257,159.16    326,236.55   sFT  0.99999375   -0 00 16.2
 LW5245;UTM  19      - 4,629,396.833   291,703.425   MT  1.00013393   -1 40 15.9
 LW5245
 LW5245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5245!SPC RI       -   0.99998991  x   0.99999375  =   0.99998366
 LW5245!UTM  19      -   0.99998991  x   1.00013393  =   1.00012384
 LW5245
 LW5245                          SUPERSEDED SURVEY CONTROL
 LW5245
 LW5245  NAD 83(1996)-  41 47 20.71534(N)    071 30 24.37857(W) AD(       ) 2
 LW5245  NAD 83(1992)-  41 47 20.71431(N)    071 30 24.37794(W) AD(       ) 2
 LW5245  NAD 83(1992)-  41 47 20.71410(N)    071 30 24.37800(W) AD(       ) 2
 LW5245  NAD 83(1986)-  41 47 20.71393(N)    071 30 24.37788(W) AD(       ) 2
 LW5245  NGVD 29 (12/24/91)   94.31   (m)          309.4    (f) LEVELING    3  
 LW5245
 LW5245.Superseded values are not recommended for survey control.
 LW5245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5245.See file dsdata.txt to determine how the superseded data were derived.
 LW5245
 LW5245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9170329397(NAD 83)
 LW5245_MARKER: DD = SURVEY DISK
 LW5245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5245_SP_SET: CONCRETE POST
 LW5245_STAMPING: JO 001 1985
 LW5245_MARK LOGO: RIGS  
 LW5245_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5245+STABILITY: SURFACE MOTION
 LW5245
 LW5245  HISTORY     - Date     Condition        Report By
 LW5245  HISTORY     - 1985     MONUMENTED       RIGS
 LW5245  HISTORY     - 1985     GOOD             RIGS
 LW5245
 LW5245                          STATION DESCRIPTION
 LW5245
 LW5245'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5245'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI)
 LW5245'SOUTHWEST OF THORNTON AND ON INTERSTATE 295 SOUTHBOUND RIGHT OF WAY.
 LW5245'OWNERSHIP--STATE RIGHT OF WAY.
 LW5245'
 LW5245'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 37 AND
 LW5245'INTERSTATE HIGHWAY 295, GO NORTH FOR 4.5 KM (2.8 MI) ON 295 TO A
 LW5245'BRIDGE OVER STATE HIGHWAY 14 AND THE STATION AT THE NORTHWEST
 LW5245'CORNER OF THE 295 SOUTHBOUND BRIDGE.
 LW5245'
 LW5245'THE STATION IS A STANDARD RIGS DISK
 LW5245'STAMPED---JO 001 1985---,
 LW5245'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5245'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5245'9.4 METERS (31.0 FT) WEST FROM THE CENTERLINE OF INTERSTATE 295
 LW5245'SOUTHBOUND,
 LW5245'1.5 METERS (5.0 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST,
 LW5245'0.8 METERS (2.5 FT) NORTHWEST FROM THE NORTHWEST CONCRETE ENDWALL
 LW5245'295 SOUTHBOUND OVER STATE HIGHWAY 14.
 LW5245'
 LW5245'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5245
 LW5245                          STATION RECOVERY (1985)
 LW5245
 LW5245'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5245'2.3 KM (1.4 MI) SW FROM THORNTON.
 LW5245'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI) SOUTHWEST OF THORNTON
 LW5245'AND NEAR THE NORTHWEST END OF THE SOUTHBOUND INTERSTATE 295 BRIDGE
 LW5245'OVER STATE HIGHWAY 14.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5245'STATION FROM THE INTERSECTION OF STATE HIGHWAY 37 AND INTERSTATE
 LW5245'HIGHWAY 295, GO NORTH FOR 4.5 KM (2.8 MI) ON 295 TO A BRIDGE OVER
 LW5245'STATE HIGHWAY 14 AND THE STATION ON THE LEFT.  THE STATION IS A
 LW5245'STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW5245'CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 9.4 METERS (31.0 FT) WEST
 LW5245'FROM THE CENTERLINE OF INTERSTATE 295 SOUTHBOUND, 1.5 METERS (5.0 FT)
 LW5245'SOUTHWEST FROM A FIBERGLASS WITNESS POST, 0.8 METERS (2.5 FT)
 LW5245'NORTHWEST FROM THE NORTHWEST CONCRETE BRIDGE ENDWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5246 ***********************************************************************
 LW5246  DESIGNATION -  JO 002
 LW5246  PID         -  LW5246
 LW5246  STATE/COUNTY-  RI/PROVIDENCE
 LW5246  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5246
 LW5246                         *CURRENT SURVEY CONTROL
 LW5246  ___________________________________________________________________
 LW5246* NAD 83(1996)-  41 47 47.36770(N)    071 30 35.34878(W)     ADJUSTED  
 LW5246* NAVD 88     -        86.305  (meters)     283.15   (feet)  ADJUSTED  
 LW5246  ___________________________________________________________________
 LW5246  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 LW5246  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW5246  DYNAMIC HT  -          86.276 (meters)     283.06  (feet)  COMP
 LW5246  MODELED GRAV-     980,288.1   (mgal)                       NAVD 88
 LW5246
 LW5246  HORZ ORDER  -  SECOND
 LW5246  VERT ORDER  -  SECOND    CLASS II
 LW5246
 LW5246.The horizontal coordinates were established by classical geodetic methods
 LW5246.and adjusted by the National Geodetic Survey in August 1998..
 LW5246
 LW5246.The orthometric height was determined by differential leveling
 LW5246.and adjusted by the National Geodetic Survey in June 1991..
 LW5246
 LW5246.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5246
 LW5246.The geoid height was determined by GEOID03.
 LW5246
 LW5246.The dynamic height is computed by dividing the NAVD 88
 LW5246.geopotential number by the normal gravity value computed on the
 LW5246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5246.degrees latitude (g = 980.6199 gals.).
 LW5246
 LW5246.The modeled gravity was interpolated from observed gravity values.
 LW5246
 LW5246;                    North         East     Units Scale Factor Converg.
 LW5246;SPC RI       -    79,204.573    99,183.898   MT  0.99999376   -0 00 23.6
 LW5246;SPC RI       -   259,857.00    325,405.84   sFT  0.99999376   -0 00 23.6
 LW5246;UTM  19      - 4,630,226.269   291,474.216   MT  1.00013511   -1 40 24.1
 LW5246
 LW5246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5246!SPC RI       -   0.99999112  x   0.99999376  =   0.99998488
 LW5246!UTM  19      -   0.99999112  x   1.00013511  =   1.00012623
 LW5246
 LW5246                          SUPERSEDED SURVEY CONTROL
 LW5246
 LW5246  NAD 83(1996)-  41 47 47.36738(N)    071 30 35.34858(W) AD(       ) 2
 LW5246  NAD 83(1992)-  41 47 47.36636(N)    071 30 35.34793(W) AD(       ) 2
 LW5246  NAD 83(1992)-  41 47 47.36616(N)    071 30 35.34800(W) AD(       ) 2
 LW5246  NAD 83(1986)-  41 47 47.36607(N)    071 30 35.34774(W) AD(       ) 2
 LW5246  NGVD 29 (12/24/91)   86.56   (m)          284.0    (f) LEVELING    3  
 LW5246
 LW5246.Superseded values are not recommended for survey control.
 LW5246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5246.See file dsdata.txt to determine how the superseded data were derived.
 LW5246
 LW5246_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9147430226(NAD 83)
 LW5246_MARKER: DD = SURVEY DISK
 LW5246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5246_SP_SET: CONCRETE POST
 LW5246_STAMPING: JO 002 1985
 LW5246_MARK LOGO: RIGS  
 LW5246_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5246+STABILITY: SURFACE MOTION
 LW5246
 LW5246  HISTORY     - Date     Condition        Report By
 LW5246  HISTORY     - 1985     MONUMENTED       RIGS
 LW5246  HISTORY     - 1985     GOOD             RIGS
 LW5246
 LW5246                          STATION DESCRIPTION
 LW5246
 LW5246'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5246'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 LW5246'WEST OF THORNTON CENTER.
 LW5246'OWNERSHIP--STATE RIGHT OF WAY.
 LW5246'
 LW5246'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 195 AND
 LW5246'INTERSTATE HIGHWAY 295, GO SOUTH FOR 2.7 KM (1.7 MI) ON INTERSTATE
 LW5246'295 TO THE STATION ON THE RIGHT.
 LW5246'
 LW5246'THE STATION IS A STANDARD RIGS DISK
 LW5246'STAMPED---JO 002 1985---,
 LW5246'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5246'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5246'25.9 METERS (85.0 FT) SOUTH-SOUTHWEST FROM THE PAVED DRAINAGE DITCH
 LW5246'AT BREAKDOWN LANE OF INTERSTATE 295 SOUTH,
 LW5246'16.2 METERS (53.0 FT) EAST FROM THE RIGHT OF WAY CHAINLINK FENCE,
 LW5246'10.8 METERS (35.5 FT) WEST FROM THE CENTERLINE OF INTERSTATE 295
 LW5246'SOUTHBOUND,
 LW5246'1.4 METERS (4.5 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 LW5246'
 LW5246'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5246
 LW5246                          STATION RECOVERY (1985)
 LW5246
 LW5246'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5246'2.4 KM (1.5 MI) WEST FROM THORNTON CENTER.
 LW5246'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) WEST OF THORNTON CENTER
 LW5246'ON THE WEST SIDE OF INTERSTATE HIGHWAY 295.  OWNERSHIP--STATE RIGHT
 LW5246'OF WAY.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 LW5246'195 AND INTERSTATE HIGHWAY 295, GO SOUTH FOR 2.7 KM (1.7 MI) ON
 LW5246'INTERSTATE 295 TO THE STATION ON THE RIGHT.  THE STATION IS A
 LW5246'STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW5246'CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 25.9 METERS (85.0 FT)
 LW5246'SOUTH-SOUTHWEST FROM THE PAVED DRAINAGE DITCH AT BREAKDOWN LANE OF
 LW5246'INTERSTATE 295 SOUTH, 16.2 METERS (53.0 FT) EAST FROM THE RIGHT OF
 LW5246'WAY CHAINLINK FENCE, 10.8 METERS (35.5 FT) WEST FROM THE CENTERLINE
 LW5246'OF INTERSTATE 295 SOUTHBOUND, 1.4 METERS (4.5 FT) SOUTH FROM A
 LW5246'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5247 ***********************************************************************
 LW5247  DESIGNATION -  JO 003
 LW5247  PID         -  LW5247
 LW5247  STATE/COUNTY-  RI/PROVIDENCE
 LW5247  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5247
 LW5247                         *CURRENT SURVEY CONTROL
 LW5247  ___________________________________________________________________
 LW5247* NAD 83(1996)-  41 48 16.32263(N)    071 30 35.38169(W)     ADJUSTED  
 LW5247* NAVD 88     -       103.153  (meters)     338.43   (feet)  ADJUSTED  
 LW5247  ___________________________________________________________________
 LW5247  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LW5247  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW5247  DYNAMIC HT  -         103.118 (meters)     338.31  (feet)  COMP
 LW5247  MODELED GRAV-     980,288.1   (mgal)                       NAVD 88
 LW5247
 LW5247  HORZ ORDER  -  SECOND
 LW5247  VERT ORDER  -  SECOND    CLASS II
 LW5247
 LW5247.The horizontal coordinates were established by classical geodetic methods
 LW5247.and adjusted by the National Geodetic Survey in August 1998..
 LW5247
 LW5247.The orthometric height was determined by differential leveling
 LW5247.and adjusted by the National Geodetic Survey in June 1991..
 LW5247
 LW5247.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5247
 LW5247.The geoid height was determined by GEOID03.
 LW5247
 LW5247.The dynamic height is computed by dividing the NAVD 88
 LW5247.geopotential number by the normal gravity value computed on the
 LW5247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5247.degrees latitude (g = 980.6199 gals.).
 LW5247
 LW5247.The modeled gravity was interpolated from observed gravity values.
 LW5247
 LW5247;                    North         East     Units Scale Factor Converg.
 LW5247;SPC RI       -    80,097.902    99,183.240   MT  0.99999376   -0 00 23.6
 LW5247;SPC RI       -   262,787.87    325,403.68   sFT  0.99999376   -0 00 23.6
 LW5247;UTM  19      - 4,631,119.366   291,499.548   MT  1.00013498   -1 40 25.1
 LW5247
 LW5247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5247!SPC RI       -   0.99998848  x   0.99999376  =   0.99998224
 LW5247!UTM  19      -   0.99998848  x   1.00013498  =   1.00012346
 LW5247
 LW5247                          SUPERSEDED SURVEY CONTROL
 LW5247
 LW5247  NAD 83(1996)-  41 48 16.32231(N)    071 30 35.38151(W) AD(       ) 2
 LW5247  NAD 83(1992)-  41 48 16.32130(N)    071 30 35.38084(W) AD(       ) 2
 LW5247  NAD 83(1992)-  41 48 16.32110(N)    071 30 35.38092(W) AD(       ) 2
 LW5247  NAD 83(1986)-  41 48 16.32106(N)    071 30 35.38048(W) AD(       ) 2
 LW5247  NGVD 29 (12/24/91)  103.41   (m)          339.3    (f) LEVELING    3  
 LW5247
 LW5247.Superseded values are not recommended for survey control.
 LW5247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5247.See file dsdata.txt to determine how the superseded data were derived.
 LW5247
 LW5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9150031119(NAD 83)
 LW5247_MARKER: DD = SURVEY DISK
 LW5247_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LW5247_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 LW5247_STAMPING: JO 003 1985
 LW5247_MARK LOGO: RIGS  
 LW5247_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5247
 LW5247  HISTORY     - Date     Condition        Report By
 LW5247  HISTORY     - 1985     MONUMENTED       RIGS
 LW5247  HISTORY     - 1985     GOOD             RIGS
 LW5247
 LW5247                          STATION DESCRIPTION
 LW5247
 LW5247'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5247'THE STATION IS LOCATED ABOUT 6.9 KM (4.15 MI)
 LW5247'SOUTH-SOUTHWEST OF GRANITEVILLE.
 LW5247'OWNERSHIP--STATE RIGHT OF WAY.
 LW5247'
 LW5247'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 295
 LW5247'AND STATE HIGHWAY 14, GO NORTH FOR 1.8 KM (1.1 MI) ON HIGHWAY 295
 LW5247'TO THE SCITUATE AVENUE BRIDGE OVER HIGHWAY 295 AND THE STATION MARK
 LW5247'ON THE RIGHT, AT THE NORTHEAST CORNER OF THE BRIDGE.
 LW5247'
 LW5247'THE STATION IS A STANDARD RIGS DISK
 LW5247'STAMPED---JO 003 1985---,
 LW5247'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH GROUND.
 LW5247'28.8 METERS (94.6 FT) EAST FROM THE FACE OF AN ALUMINUM LIGHT POLE
 LW5247'35A,
 LW5247'10.6 METERS (34.8 FT) NORTH FROM THE CORNER OF THE ENDWALL AT THE
 LW5247'SOUTHEAST CORNER OF THE BRIDGE,
 LW5247'3.1 METERS (10.1 FT) WEST FROM THE CORNER OF THE ENDWALL AT THE
 LW5247'NORTHEAST CORNER OF THE BRIDGE.
 LW5247'
 LW5247'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5247
 LW5247                          STATION RECOVERY (1985)
 LW5247
 LW5247'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5247'2.4 KM (1.5 MI) NW FROM THORNTON.
 LW5247'THE STATION IS LOCATED ABOUT 6.9 KM (4.15 MI) SOUTH-SOUTHWEST OF
 LW5247'GRANITEVILLE ON THE EAST SIDE OF INTERSTATE 295, AND ON THE TOP OF
 LW5247'THE SCITUATE AVENUE BRIDGE OVERPASS.  OWNERSHIP--STATE RIGHT OF WAY.
 LW5247'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 295 AND
 LW5247'STATE HIGHWAY 14, GO NORTH FOR 1.8 KM (1.1 MI) ON HIGHWAY 295 TO THE
 LW5247'SCITUATE AVENUE BRIDGE OVER HIGHWAY 295 AND THE STATION MARK ON THE
 LW5247'RIGHT, AT THE NORTHEAST CORNER OF THE BRIDGE.  THE STATION IS A
 LW5247'STANDARD RIGS DISK SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE
 LW5247'FLUSH WITH GROUND.  28.8 METERS (94.6 FT) EAST FROM THE FACE OF AN
 LW5247'ALUMINUM LIGHT POLE 35A, 10.6 METERS (34.8 FT) NORTH FROM THE CORNER
 LW5247'OF THE ENDWALL AT THE SOUTHEAST CORNER OF THE BRIDGE, 3.1 METERS
 LW5247'(10.1 FT) WEST FROM THE CORNER OF THE ENDWALL AT THE NORTHEAST CORNER
 LW5247'OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5248 ***********************************************************************
 LW5248  DESIGNATION -  JO 004
 LW5248  PID         -  LW5248
 LW5248  STATE/COUNTY-  RI/PROVIDENCE
 LW5248  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5248
 LW5248                         *CURRENT SURVEY CONTROL
 LW5248  ___________________________________________________________________
 LW5248* NAD 83(1996)-  41 48 57.58030(N)    071 30 35.31008(W)     ADJUSTED  
 LW5248* NAVD 88     -        97.007  (meters)     318.26   (feet)  ADJUSTED  
 LW5248  ___________________________________________________________________
 LW5248  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 LW5248  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW5248  DYNAMIC HT  -          96.974 (meters)     318.16  (feet)  COMP
 LW5248  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 LW5248
 LW5248  HORZ ORDER  -  SECOND
 LW5248  VERT ORDER  -  SECOND    CLASS II
 LW5248
 LW5248.The horizontal coordinates were established by classical geodetic methods
 LW5248.and adjusted by the National Geodetic Survey in August 1998..
 LW5248
 LW5248.The orthometric height was determined by differential leveling
 LW5248.and adjusted by the National Geodetic Survey in June 1991..
 LW5248
 LW5248.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5248
 LW5248.The geoid height was determined by GEOID03.
 LW5248
 LW5248.The dynamic height is computed by dividing the NAVD 88
 LW5248.geopotential number by the normal gravity value computed on the
 LW5248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5248.degrees latitude (g = 980.6199 gals.).
 LW5248
 LW5248.The modeled gravity was interpolated from observed gravity values.
 LW5248
 LW5248;                    North         East     Units Scale Factor Converg.
 LW5248;SPC RI       -    81,370.803    99,185.038   MT  0.99999376   -0 00 23.5
 LW5248;SPC RI       -   266,964.04    325,409.58   sFT  0.99999376   -0 00 23.5
 LW5248;UTM  19      - 4,632,391.855   291,538.387   MT  1.00013478   -1 40 26.4
 LW5248
 LW5248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5248!SPC RI       -   0.99998944  x   0.99999376  =   0.99998320
 LW5248!UTM  19      -   0.99998944  x   1.00013478  =   1.00012422
 LW5248
 LW5248                          SUPERSEDED SURVEY CONTROL
 LW5248
 LW5248  NAD 83(1996)-  41 48 57.57998(N)    071 30 35.30992(W) AD(       ) 2
 LW5248  NAD 83(1992)-  41 48 57.57898(N)    071 30 35.30921(W) AD(       ) 2
 LW5248  NAD 83(1992)-  41 48 57.57879(N)    071 30 35.30931(W) AD(       ) 2
 LW5248  NAD 83(1986)-  41 48 57.57887(N)    071 30 35.30867(W) AD(       ) 2
 LW5248  NGVD 29 (12/24/91)   97.26   (m)          319.1    (f) LEVELING    3  
 LW5248
 LW5248.Superseded values are not recommended for survey control.
 LW5248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5248.See file dsdata.txt to determine how the superseded data were derived.
 LW5248
 LW5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9153832392(NAD 83)
 LW5248_MARKER: DD = SURVEY DISK
 LW5248_SETTING: 66 = SET IN ROCK OUTCROP
 LW5248_SP_SET: ROCK LEDGE
 LW5248_MARK LOGO: RIGS  
 LW5248_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5248+STABILITY: POSITION/ELEVATION WELL
 LW5248
 LW5248  HISTORY     - Date     Condition        Report By
 LW5248  HISTORY     - 1985     MONUMENTED       RIGS
 LW5248  HISTORY     - 1985     GOOD             RIGS
 LW5248  HISTORY     - 1987     GOOD             RIGS
 LW5248
 LW5248                          STATION DESCRIPTION
 LW5248
 LW5248'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5248'THE STATION IS LOCATED ABOUT 7.5 KM (4.65 MI)
 LW5248'NORTHWEST OF CRANSTON CENTER.
 LW5248'OWNERSHIP--STATE RIGHT OF WAY.
 LW5248'
 LW5248'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 295
 LW5248'AND STATE HIGHWAY 14, GO NORTH FOR 3.1 KM (1.9 MI) ON HIGHWAY 295
 LW5248'TO THE STATION ON THE RIGHT.
 LW5248'
 LW5248'THE STATION IS A STANDARD RIGS DISK
 LW5248'STAMPED---JO 004 1985---,
 LW5248'SET INTO A DRILL HOLE IN A ROCK LEDGE OF 30.5 METERS (100 FT)
 LW5248'LARGEST DIMENSION,
 LW5248'48.8 METERS (160.0 FT) EAST-NORTHEAST FROM A POLE SUPPORTING A
 LW5248'GROUP OF SIX HIGHWAY LIGHTS,
 LW5248'18.0 METERS (59.0 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY 195 /
 LW5248'HIGHWAY 6 EXIT,
 LW5248'3.4 METERS (11.2 FT) WEST FROM A FIBERGLASS WITNESS POST,
 LW5248'1.6 METERS (5.3 FT) EAST FROM THE FACE OF THE ROCK LEDGE.
 LW5248'
 LW5248'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5248
 LW5248                          STATION RECOVERY (1985)
 LW5248
 LW5248'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5248'7.5 KM (4.75 MI) NW FROM CRANSTON.
 LW5248'THE STATION IS LOCATED ABOUT 7.5 KM (4.65 MI) NORTHWEST OF CRANSTON
 LW5248'CENTER NEAR THE ROUTE 6 EXIT ON THE EAST SIDE OF INTERSTATE 295.
 LW5248'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5248'JUNCTION OF I-295 AND STATE HIGHWAY GO NORTH FOR 3.1 KM (1.9 MI) ON
 LW5248'I-295 TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD RIGS
 LW5248'DISK THAT IS ---UNSTAMPED---, SET INTO A ROCK LEDGE ABOUT 100 FEET
 LW5248'LONG, ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY, 48.8 METERS (16.0
 LW5248'FT) EAST-NORTHEAST FROM A TALL HIGHWAY LIGHT POLE, 18.0 METERS (59.0
 LW5248'FT) EAST FROM THE CENTERLINE OF THE EXIT LANE FOR US ROUTE 6 AND RI
 LW5248'195, 3.4 METERS (11.2 FT) WEST FROM A FIBERGLASS WITNESS POST, 1.6
 LW5248'METERS (5.3 FT) EAST FROM THE EDGE OF THE ROCK LEDGE.
 LW5248
 LW5248                          STATION RECOVERY (1987)
 LW5248
 LW5248'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5248'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW5248'
 LW5248'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5250 ***********************************************************************
 LW5250  DESIGNATION -  JO 005
 LW5250  PID         -  LW5250
 LW5250  STATE/COUNTY-  RI/PROVIDENCE
 LW5250  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5250
 LW5250                         *CURRENT SURVEY CONTROL
 LW5250  ___________________________________________________________________
 LW5250* NAD 83(1996)-  41 49 55.85342(N)    071 31 11.65909(W)     ADJUSTED  
 LW5250* NAVD 88     -        74.463  (meters)     244.30   (feet)  ADJUSTED  
 LW5250  ___________________________________________________________________
 LW5250  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 LW5250  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW5250  DYNAMIC HT  -          74.438 (meters)     244.22  (feet)  COMP
 LW5250  MODELED GRAV-     980,286.1   (mgal)                       NAVD 88
 LW5250
 LW5250  HORZ ORDER  -  SECOND
 LW5250  VERT ORDER  -  SECOND    CLASS II
 LW5250
 LW5250.The horizontal coordinates were established by classical geodetic methods
 LW5250.and adjusted by the National Geodetic Survey in August 1998..
 LW5250
 LW5250.The orthometric height was determined by differential leveling
 LW5250.and adjusted by the National Geodetic Survey in June 1991..
 LW5250
 LW5250.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5250
 LW5250.The geoid height was determined by GEOID03.
 LW5250
 LW5250.The dynamic height is computed by dividing the NAVD 88
 LW5250.geopotential number by the normal gravity value computed on the
 LW5250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5250.degrees latitude (g = 980.6199 gals.).
 LW5250
 LW5250.The modeled gravity was interpolated from observed gravity values.
 LW5250
 LW5250;                    North         East     Units Scale Factor Converg.
 LW5250;SPC RI       -    83,168.823    98,346.515   MT  0.99999378   -0 00 47.8
 LW5250;SPC RI       -   272,863.05    322,658.52   sFT  0.99999378   -0 00 47.8
 LW5250;UTM  19      - 4,634,213.777   290,752.434   MT  1.00013882   -1 40 52.5
 LW5250
 LW5250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5250!SPC RI       -   0.99999297  x   0.99999378  =   0.99998675
 LW5250!UTM  19      -   0.99999297  x   1.00013882  =   1.00013179
 LW5250
 LW5250                          SUPERSEDED SURVEY CONTROL
 LW5250
 LW5250  NAD 83(1996)-  41 49 55.85311(N)    071 31 11.65896(W) AD(       ) 2
 LW5250  NAD 83(1992)-  41 49 55.85208(N)    071 31 11.65820(W) AD(       ) 2
 LW5250  NAD 83(1992)-  41 49 55.85190(N)    071 31 11.65832(W) AD(       ) 2
 LW5250  NAD 83(1986)-  41 49 55.85199(N)    071 31 11.65744(W) AD(       ) 2
 LW5250  NGVD 29 (12/24/91)   74.71   (m)          245.1    (f) LEVELING    3  
 LW5250
 LW5250.Superseded values are not recommended for survey control.
 LW5250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5250.See file dsdata.txt to determine how the superseded data were derived.
 LW5250
 LW5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9075234214(NAD 83)
 LW5250_MARKER: DD = SURVEY DISK
 LW5250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5250_SP_SET: CONCRETE POST
 LW5250_STAMPING: JO 005 1985
 LW5250_MARK LOGO: RIGS  
 LW5250_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5250+STABILITY: SURFACE MOTION
 LW5250
 LW5250  HISTORY     - Date     Condition        Report By
 LW5250  HISTORY     - 1985     MONUMENTED       RIGS
 LW5250  HISTORY     - 1985     GOOD             RIGS
 LW5250  HISTORY     - 1987     GOOD             RIGS
 LW5250
 LW5250                          STATION DESCRIPTION
 LW5250
 LW5250'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5250'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI)
 LW5250'SOUTH-SOUTHEAST OF GREENVILLE CENTER.
 LW5250'OWNERSHIP--STATE RIGHT OF WAY.
 LW5250'
 LW5250'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 44 AND
 LW5250'INTERSTATE HIGHWAY 295, GO SOUTH FOR 4.4 KM (2.75 MI) ON HIGHWAY
 LW5250'295 TO THE EXIT FOR HIGHWAY 6, TAKE THE EXIT TO THE EASTERLY SET OF
 LW5250'A GROUP OF FOUR HIGH TENSION POWER LINES WHICH RUN NORTH-SOUTH TO
 LW5250'THE STATION ON THE LEFT SET IN A GRASSY AREA WHICH SEPERATES THE
 LW5250'EXIT AND HIGHWAY 6.
 LW5250'
 LW5250'THE STATION IS A STANDARD RIGS DISK
 LW5250'STAMPED---JO 005 1985---,
 LW5250'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5250'30 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 LW5250'25.9 METERS (85.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 LW5250'HIGHWAY 6 ON-RAMP FOR HIGHWAY 295 SOUTH,
 LW5250'19.7 METERS (64.6 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A DROP
 LW5250'INLET IN THE GUTTERLINE OF THE HIGHWAY 6 ON-RAMP,
 LW5250'5.9 METERS (19.2 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY 295
 LW5250'SOUTH EXIT FOR HIGHWAY 6,
 LW5250'1.2 KM (4.0 MI) NORTH FROM A FIBERGLASS WITNESS POST.
 LW5250'
 LW5250'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5250
 LW5250                          STATION RECOVERY (1985)
 LW5250
 LW5250'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5250'1.7 KM (1.0 MI) WEST FROM JOHNSTON.
 LW5250'THE STATION IS LOCATED ABOUT 1.7 KM (1.0 MI) WEST OF THE JOHNSTON
 LW5250'TOWN HALL IN THE NORTHWEST CLOVERLEAF FOR US ROUTE 6 AND INTERSTATE
 LW5250'295.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5250'TOWN HALL IN JOHNSTON GO WEST FOR 1.74 KM (1.05 MI) ON US ROUTE 6
 LW5250'(HARTFORD PIKE) TURN RIGHT AND GO NORTH FOR .25 KM (.15 MI) ON THE ON
 LW5250'RAMP TO I-295 SOUTHBOUND TO THE STATION IN A GRASSY AREA ON THE LEFT.
 LW5250'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5250'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 25.9
 LW5250'METERS (85.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE ON-RAMP
 LW5250'TO I-295, 19.7 METERS (64.6 FT) SOUTHEAST FROM THE SOUTHWEST CORNER
 LW5250'OF A DROP INLET ON THE OFF RAMP FROM I-295, 5.9 METERS (19.2 FT)
 LW5250'SOUTH FROM THE CENTERLINE OF I-295 SOUTHBOUND RAMP ONTO ROUTE 6, 1.2
 LW5250'METERS (4.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 LW5250
 LW5250                          STATION RECOVERY (1987)
 LW5250
 LW5250'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5250'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW5250'
 LW5250'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5715 ***********************************************************************
 LW5715  DESIGNATION -  JO 006
 LW5715  PID         -  LW5715
 LW5715  STATE/COUNTY-  RI/PROVIDENCE
 LW5715  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5715
 LW5715                         *CURRENT SURVEY CONTROL
 LW5715  ___________________________________________________________________
 LW5715* NAD 83(1996)-  41 50 22.52279(N)    071 30 59.36271(W)     ADJUSTED  
 LW5715* NAVD 88     -        98.2    (meters)     322.     (feet)  VERTCON   
 LW5715  ___________________________________________________________________
 LW5715  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 LW5715  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW5715
 LW5715  HORZ ORDER  -  SECOND
 LW5715
 LW5715.The horizontal coordinates were established by classical geodetic methods
 LW5715.and adjusted by the National Geodetic Survey in August 1998..
 LW5715
 LW5715.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5715
 LW5715.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5715
 LW5715.The geoid height was determined by GEOID03.
 LW5715
 LW5715;                    North         East     Units Scale Factor Converg.
 LW5715;SPC RI       -    83,991.582    98,630.403   MT  0.99999377   -0 00 39.6
 LW5715;SPC RI       -   275,562.38    323,589.91   sFT  0.99999377   -0 00 39.6
 LW5715;UTM  19      - 4,635,028.042   291,060.197   MT  1.00013723   -1 40 45.2
 LW5715
 LW5715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5715!SPC RI       -   0.99998925  x   0.99999377  =   0.99998302
 LW5715!UTM  19      -   0.99998925  x   1.00013723  =   1.00012648
 LW5715
 LW5715                          SUPERSEDED SURVEY CONTROL
 LW5715
 LW5715  NAD 83(1996)-  41 50 22.52249(N)    071 30 59.36259(W) AD(       ) 2
 LW5715  NAD 83(1992)-  41 50 22.52148(N)    071 30 59.36183(W) AD(       ) 2
 LW5715  NAD 83(1992)-  41 50 22.52130(N)    071 30 59.36194(W) AD(       ) 2
 LW5715  NAD 83(1986)-  41 50 22.52151(N)    071 30 59.36159(W) AD(       ) 2
 LW5715  NGVD 29 (12/24/91)   98.4    (m)          323.     (f) VERT ANG       
 LW5715
 LW5715.Superseded values are not recommended for survey control.
 LW5715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5715.See file dsdata.txt to determine how the superseded data were derived.
 LW5715
 LW5715_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9106035028(NAD 83)
 LW5715_MARKER: DD = SURVEY DISK
 LW5715_SETTING: 0 = UNSPECIFIED SETTING
 LW5715_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5715
 LW5715  HISTORY     - Date     Condition        Report By
 LW5715  HISTORY     - 1985     MONUMENTED       RIGS
 LW5715  HISTORY     - 1987     GOOD             RIGS
 LW5715
 LW5715                          STATION DESCRIPTION
 LW5715
 LW5715'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5715'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 LW5715'SOUTHEAST OF GREENVILLE CENTER.
 LW5715'OWNERSHIP--STATE RIGHT OF WAY.
 LW5715'
 LW5715'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 44 AND
 LW5715'INTERSTATE HIGHWAY 295, GO SOUTH FOR 3.4 KM (2.1 MI) ON HIGHWAY 295
 LW5715'TO THE STATION ON THE RIGHT ATOP A FOURTY FOOT HIGH LEDGE CUT.
 LW5715'
 LW5715'THE STATION IS A STANDARD RIGS DISK
 LW5715'STAMPED---JO 006 1985---,
 LW5715'SET INTO A DRILL HOLE IN THE TOP OF A PARTIALLY EXSPOSED BOULDER
 LW5715'WHICH IS RECESSED 45 CM (18 IN) FROM THE SURROUNDING AREA AND
 LW5715'INSIDE A SECTION OF CORRUGATED METAL PIPE WHICH IS 18 1NCHES IN
 LW5715'DIAMETER,
 LW5715'4.3 METERS (14.0 FT) WEST-NORTHWEST FROM THE FACE OF A FOURTY FOOT
 LW5715'HIGH LEDGE CUT,
 LW5715'3.4 METERS (11.0 FT) SOUTH FROM A TWELVE INCH DIAMETER TWIN OAK,
 LW5715'2.6 METERS (8.5 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5715'
 LW5715'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5715
 LW5715                          STATION RECOVERY (1987)
 LW5715
 LW5715'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5715'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW5715'
 LW5715'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5252 ***********************************************************************
 LW5252  DESIGNATION -  JO 007
 LW5252  PID         -  LW5252
 LW5252  STATE/COUNTY-  RI/PROVIDENCE
 LW5252  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5252
 LW5252                         *CURRENT SURVEY CONTROL
 LW5252  ___________________________________________________________________
 LW5252* NAD 83(1996)-  41 50 40.18281(N)    071 30 42.79270(W)     ADJUSTED  
 LW5252* NAVD 88     -        81.828  (meters)     268.46   (feet)  ADJUSTED  
 LW5252  ___________________________________________________________________
 LW5252  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 LW5252  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW5252  DYNAMIC HT  -          81.800 (meters)     268.37  (feet)  COMP
 LW5252  MODELED GRAV-     980,290.2   (mgal)                       NAVD 88
 LW5252
 LW5252  HORZ ORDER  -  SECOND
 LW5252  VERT ORDER  -  SECOND    CLASS II
 LW5252
 LW5252.The horizontal coordinates were established by classical geodetic methods
 LW5252.and adjusted by the National Geodetic Survey in August 1998..
 LW5252
 LW5252.The orthometric height was determined by differential leveling
 LW5252.and adjusted by the National Geodetic Survey in June 1991..
 LW5252
 LW5252.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5252
 LW5252.The geoid height was determined by GEOID03.
 LW5252
 LW5252.The dynamic height is computed by dividing the NAVD 88
 LW5252.geopotential number by the normal gravity value computed on the
 LW5252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5252.degrees latitude (g = 980.6199 gals.).
 LW5252
 LW5252.The modeled gravity was interpolated from observed gravity values.
 LW5252
 LW5252;                    North         East     Units Scale Factor Converg.
 LW5252;SPC RI       -    84,536.378    99,012.777   MT  0.99999376   -0 00 28.5
 LW5252;SPC RI       -   277,349.77    324,844.42   sFT  0.99999376   -0 00 28.5
 LW5252;UTM  19      - 4,635,561.550   291,458.325   MT  1.00013518   -1 40 34.7
 LW5252
 LW5252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5252!SPC RI       -   0.99999181  x   0.99999376  =   0.99998557
 LW5252!UTM  19      -   0.99999181  x   1.00013518  =   1.00012699
 LW5252
 LW5252                          SUPERSEDED SURVEY CONTROL
 LW5252
 LW5252  NAD 83(1996)-  41 50 40.18252(N)    071 30 42.79257(W) AD(       ) 2
 LW5252  NAD 83(1992)-  41 50 40.18154(N)    071 30 42.79179(W) AD(       ) 2
 LW5252  NAD 83(1992)-  41 50 40.18136(N)    071 30 42.79189(W) AD(       ) 2
 LW5252  NAD 83(1986)-  41 50 40.18168(N)    071 30 42.79183(W) AD(       ) 2
 LW5252  NGVD 29 (12/24/91)   82.08   (m)          269.3    (f) LEVELING    3  
 LW5252
 LW5252.Superseded values are not recommended for survey control.
 LW5252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5252.See file dsdata.txt to determine how the superseded data were derived.
 LW5252
 LW5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9145835562(NAD 83)
 LW5252_MARKER: DD = SURVEY DISK
 LW5252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5252_SP_SET: CONCRETE POST
 LW5252_STAMPING: JO 007 1985
 LW5252_MARK LOGO: RIGS  
 LW5252_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5252+STABILITY: SURFACE MOTION
 LW5252
 LW5252  HISTORY     - Date     Condition        Report By
 LW5252  HISTORY     - 1985     MONUMENTED       RIGS
 LW5252  HISTORY     - 1985     GOOD             RIGS
 LW5252
 LW5252                          STATION DESCRIPTION
 LW5252
 LW5252'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5252'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI)
 LW5252'SOUTHEAST OF GREENVILLE CENTER.
 LW5252'OWNERSHIP--STATE RIGHT OF WAY.
 LW5252'
 LW5252'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 295
 LW5252'AND U S HIGHWAY 6, GO NORTH FOR 1.7 KM (1.1 MI) ON HIGHWAY 295 TO
 LW5252'THE STATION ON RIGHT.
 LW5252'
 LW5252'THE STATION IS A STANDARD RIGS DISK
 LW5252'STAMPED---JO 007 1985---,
 LW5252'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5252'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5252'14.5 METERS (47.7 FT) WEST-NORTHWEST FROM THE EDGE OF THE RED MAPLE
 LW5252'TREE LINE,
 LW5252'10.3 METERS (33.7 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 LW5252'THE THREE TRAVEL LANES OF HIGHWAY 295,
 LW5252'7.4 METERS (24.3 FT) SOUTH-SOUTHWEST FROM A MILE 11 HIGHWAY MARKER
 LW5252'SIGN,
 LW5252'0.9 METERS (3.0 FT) WEST-NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5252'
 LW5252'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5252
 LW5252                          STATION RECOVERY (1985)
 LW5252
 LW5252'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5252'4.5 KM (2.5 MI) NW FROM JOHNSTON.
 LW5252'THE STATION IS LOCATED ABOUT 4.5 KM (2.5 MI) NORTHWEST OF JOHNSTON
 LW5252'CENTER, ON THE EAST SIDE OF INTERSTATE 295.  OWNERSHIP--STATE RIGHT
 LW5252'OF WAY.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LW5252'295 AND U S HIGHWAY 6, GO NORTH FOR 1.7 KM (1.1 MI) ON HIGHWAY 295 TO
 LW5252'THE STATION ON RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO
 LW5252'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 LW5252'GROUND.  LOCATED 14.5 METERS (47.7 FT) WEST-NORTHWEST FROM THE EDGE
 LW5252'OF THE RED MAPLE TREE LINE, 10.3 METERS (33.7 FT) EAST-SOUTHEAST FROM
 LW5252'THE CENTERLINE OF THE THREE TRAVEL LANES OF HIGHWAY 295 NORTHBOUND,
 LW5252'7.4 METERS (24.3 FT) SOUTH-SOUTHWEST FROM A MILE 11 HIGHWAY MARKER
 LW5252'SIGN, 0.9 METERS (3.0 FT) WEST-NORTHWEST FROM A FIBERGLASS WITNESS
 LW5252'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5254 ***********************************************************************
 LW5254  DESIGNATION -  JO 009
 LW5254  PID         -  LW5254
 LW5254  STATE/COUNTY-  RI/PROVIDENCE
 LW5254  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5254
 LW5254                         *CURRENT SURVEY CONTROL
 LW5254  ___________________________________________________________________
 LW5254* NAD 83(1996)-  41 51 38.87922(N)    071 30 54.80497(W)     ADJUSTED  
 LW5254* NAVD 88     -        78.881  (meters)     258.80   (feet)  ADJUSTED  
 LW5254  ___________________________________________________________________
 LW5254  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 LW5254  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW5254  DYNAMIC HT  -          78.855 (meters)     258.71  (feet)  COMP
 LW5254  MODELED GRAV-     980,292.2   (mgal)                       NAVD 88
 LW5254
 LW5254  HORZ ORDER  -  SECOND
 LW5254  VERT ORDER  -  SECOND    CLASS II
 LW5254
 LW5254.The horizontal coordinates were established by classical geodetic methods
 LW5254.and adjusted by the National Geodetic Survey in August 1998..
 LW5254
 LW5254.The orthometric height was determined by differential leveling
 LW5254.and adjusted by the National Geodetic Survey in June 1991..
 LW5254
 LW5254.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5254
 LW5254.The geoid height was determined by GEOID03.
 LW5254
 LW5254.The dynamic height is computed by dividing the NAVD 88
 LW5254.geopotential number by the normal gravity value computed on the
 LW5254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5254.degrees latitude (g = 980.6199 gals.).
 LW5254
 LW5254.The modeled gravity was interpolated from observed gravity values.
 LW5254
 LW5254;                    North         East     Units Scale Factor Converg.
 LW5254;SPC RI       -    86,347.364    98,735.976   MT  0.99999377   -0 00 36.6
 LW5254;SPC RI       -   283,291.31    323,936.28   sFT  0.99999377   -0 00 36.6
 LW5254;UTM  19      - 4,637,380.087   291,234.345   MT  1.00013633   -1 40 44.7
 LW5254
 LW5254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5254!SPC RI       -   0.99999227  x   0.99999377  =   0.99998604
 LW5254!UTM  19      -   0.99999227  x   1.00013633  =   1.00012860
 LW5254
 LW5254                          SUPERSEDED SURVEY CONTROL
 LW5254
 LW5254  NAD 83(1996)-  41 51 38.87896(N)    071 30 54.80485(W) AD(       ) 2
 LW5254  NAD 83(1992)-  41 51 38.87790(N)    071 30 54.80409(W) AD(       ) 2
 LW5254  NAD 83(1992)-  41 51 38.87775(N)    071 30 54.80417(W) AD(       ) 2
 LW5254  NAD 83(1986)-  41 51 38.87785(N)    071 30 54.80459(W) AD(       ) 2
 LW5254  NGVD 29 (12/24/91)   79.13   (m)          259.6    (f) LEVELING    3  
 LW5254
 LW5254.Superseded values are not recommended for survey control.
 LW5254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5254.See file dsdata.txt to determine how the superseded data were derived.
 LW5254
 LW5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9123437380(NAD 83)
 LW5254_MARKER: DD = SURVEY DISK
 LW5254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5254_SP_SET: CONCRETE POST
 LW5254_STAMPING: JO 009 1985
 LW5254_MARK LOGO: RIGS  
 LW5254_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5254+STABILITY: SURFACE MOTION
 LW5254
 LW5254  HISTORY     - Date     Condition        Report By
 LW5254  HISTORY     - 1985     MONUMENTED       RIGS
 LW5254  HISTORY     - 1985     GOOD             RIGS
 LW5254
 LW5254                          STATION DESCRIPTION
 LW5254
 LW5254'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5254'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 LW5254'WEST OF GRANITEVILLE.
 LW5254'OWNERSHIP--STATE RIGHT OF WAY.
 LW5254'
 LW5254'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 LW5254'295 AND US HIGHWAY 44, GO SOUTH FOR 1.0 KM (0.6 MI) ON 295 TO THE
 LW5254'STATION ON THE RIGHT AT THE TOP OF A SMALL GRASSY KNOLL.
 LW5254'
 LW5254'THE STATION IS A STANDARD RIGS DISK
 LW5254'STAMPED---JO 009 1985---,
 LW5254'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5254'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5254'29.3 METERS (96.0 FT) WEST FROM THE CENTERLINE OF THREE LANES OF
 LW5254'INTERSTATE 295 SOUTHBOUND,
 LW5254'16.2 METERS (53.0 FT) EAST FROM A CHAINLINK RIGHT OF WAY FENCE,
 LW5254'1.4 METERS (4.5 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 LW5254'
 LW5254'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5254
 LW5254                          STATION RECOVERY (1985)
 LW5254
 LW5254'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5254'1.6 KM (1.0 MI) WEST FROM GRANITEVILLE.
 LW5254'THE STATION IS LOCATED ABOUT 3.3 KM (2.0 MI) EAST OF GREENVILLE ON
 LW5254'THE WEST SIDE OF INTERSTATE 295.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5254'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295 AND
 LW5254'US HIGHWAY 44, GO SOUTH FOR 1.0 KM (0.6 MI) ON 295 TO THE STATION ON
 LW5254'THE RIGHT AT THE TOP OF A SMALL GRASSY KNOLL.  THE STATION IS A
 LW5254'STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW5254'CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 29.3 METERS (96.0 FT) WEST
 LW5254'FROM THE CENTERLINE OF THREE LANES OF INTERSTATE 295 SOUTHBOUND, 16.2
 LW5254'METERS (53.0 FT) EAST FROM A CHAINLINK RIGHT OF WAY FENCE, 1.4 METERS
 LW5254'(4.5 FT) NORTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5249 ***********************************************************************
 LW5249  DESIGNATION -  JO 010
 LW5249  PID         -  LW5249
 LW5249  STATE/COUNTY-  RI/PROVIDENCE
 LW5249  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5249
 LW5249                         *CURRENT SURVEY CONTROL
 LW5249  ___________________________________________________________________
 LW5249* NAD 83(1996)-  41 49 19.49239(N)    071 30 53.03748(W)     ADJUSTED  
 LW5249* NAVD 88     -        83.104  (meters)     272.65   (feet)  ADJUSTED  
 LW5249  ___________________________________________________________________
 LW5249  X           -   1,509,285.247 (meters)                     COMP
 LW5249  Y           -  -4,514,635.659 (meters)                     COMP
 LW5249  Z           -   4,230,933.187 (meters)                     COMP
 LW5249  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 LW5249  ELLIP HEIGHT-          53.50  (meters)          (06/13/02) GPS OBS
 LW5249  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW5249  DYNAMIC HT  -          83.076 (meters)     272.56  (feet)  COMP
 LW5249  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 LW5249
 LW5249  HORZ ORDER  -  THIRD
 LW5249  VERT ORDER  -  SECOND    CLASS II
 LW5249  ELLP ORDER  -  FOURTH    CLASS II
 LW5249
 LW5249.The horizontal coordinates were established by GPS observations
 LW5249.and adjusted by the National Geodetic Survey in August 1998..
 LW5249
 LW5249.The orthometric height was determined by differential leveling
 LW5249.and adjusted by the National Geodetic Survey in June 1991..
 LW5249
 LW5249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5249
 LW5249.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5249
 LW5249.The ellipsoidal height was determined by GPS observations
 LW5249.and is referenced to NAD 83.
 LW5249
 LW5249.The geoid height was determined by GEOID03.
 LW5249
 LW5249.The dynamic height is computed by dividing the NAVD 88
 LW5249.geopotential number by the normal gravity value computed on the
 LW5249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5249.degrees latitude (g = 980.6199 gals.).
 LW5249
 LW5249.The modeled gravity was interpolated from observed gravity values.
 LW5249
 LW5249;                    North         East     Units Scale Factor Converg.
 LW5249;SPC RI       -    82,046.905    98,776.004   MT  0.99999377   -0 00 35.4
 LW5249;SPC RI       -   269,182.22    324,067.61   sFT  0.99999377   -0 00 35.4
 LW5249;UTM  19      - 4,633,079.671   291,149.144   MT  1.00013678   -1 40 38.9
 LW5249
 LW5249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5249!SPC RI       -   0.99999161  x   0.99999377  =   0.99998538
 LW5249!UTM  19      -   0.99999161  x   1.00013678  =   1.00012839
 LW5249
 LW5249:                Primary Azimuth Mark                     Grid Az
 LW5249:SPC RI       -  LINCOLN TOWN MUNICIPAL TANK              046 12 23.3
 LW5249:UTM  19      -  LINCOLN TOWN MUNICIPAL TANK              047 52 26.8
 LW5249
 LW5249|---------------------------------------------------------------------|
 LW5249| PID    Reference Object                     Distance      Geod. Az  |
 LW5249|                                                           dddmmss.s |
 LW5249| LW2744 LINCOLN TOWN MUNICIPAL TANK         APPROX.10.5 KM 0461147.9 |
 LW5249| LW2704 PROVIDENCE OUR LADY FATIMA TK       APPROX. 5.8 KM 0505404.1 |
 LW5249|---------------------------------------------------------------------|
 LW5249
 LW5249                          SUPERSEDED SURVEY CONTROL
 LW5249
 LW5249  ELLIP H (08/17/98)   53.52   (m)                       GP(       ) 4 1
 LW5249  NAD 83(1996)-  41 49 19.49207(N)    071 30 53.03734(W) AD(       ) 3
 LW5249  NAD 83(1992)-  41 49 19.49109(N)    071 30 53.03661(W) AD(       ) 3
 LW5249  ELLIP H (01/17/96)   53.48   (m)                       GP(       ) 4 2
 LW5249  NAD 83(1992)-  41 49 19.49090(N)    071 30 53.03672(W) AD(       ) 3
 LW5249  NAD 83(1986)-  41 49 19.49103(N)    071 30 53.03603(W) AD(       ) 3
 LW5249  NGVD 29 (07/30/91)   83.36   (m)          273.5    (f) LEVELING    3  
 LW5249
 LW5249.Superseded values are not recommended for survey control.
 LW5249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5249.See file dsdata.txt to determine how the superseded data were derived.
 LW5249
 LW5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9114933080(NAD 83)
 LW5249_MARKER: DD = SURVEY DISK
 LW5249_SETTING: 80 = SET IN A BOULDER
 LW5249_SP_SET: IN DRILL HOLE IN A BOULDER
 LW5249_STAMPING: JO 010 1985
 LW5249_MARK LOGO: RIGS  
 LW5249_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5249+STABILITY: SURFACE MOTION
 LW5249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5249+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1989
 LW5249
 LW5249  HISTORY     - Date     Condition        Report By
 LW5249  HISTORY     - 1985     MONUMENTED       RIGS
 LW5249  HISTORY     - 1985     GOOD             RIGS
 LW5249  HISTORY     - 1987     GOOD             RIGS
 LW5249  HISTORY     - 19890317 GOOD             RIGS
 LW5249
 LW5249                          STATION DESCRIPTION
 LW5249
 LW5249'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5249'THE STATION IS LOCATED ABOUT 8.2 KM (5.1 MI)
 LW5249'WEST OF THE STATE CAPITOL IN PROVIDENCE.
 LW5249'OWNERSHIP--STATE RIGHT OF WAY.
 LW5249'
 LW5249'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 295 BRIDGE OVER
 LW5249'STATE HIGHWAY 6, GO SOUTH FOR 0.8 KM (0.5 MI) ON TO THE STATION ON
 LW5249'THE RIGHT, SET NEAR THE TOP OF A ROCKY KNOLL AND UNDER HIGH TENSION
 LW5249'POWER LINES.
 LW5249'
 LW5249'THE STATION IS A STANDARD RIGS DISK
 LW5249'STAMPED---JO 010 1985---,
 LW5249'SET INTO A DRILL HOLE IN A BOULDER OF 0.9 METERS (3 FT) LARGEST
 LW5249'DIMENSION,
 LW5249'14.9 METERS (49.0 FT) EAST-NORTHEAST FROM THE FACE OF A NECO POLE
 LW5249'147-1,
 LW5249'7.8 METERS (25.5 FT) NORTHWEST FROM THE FACE OF A NECO POLE 144-1,
 LW5249'0.6 METERS (1.9 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5249'
 LW5249'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5249
 LW5249                          STATION RECOVERY (1985)
 LW5249
 LW5249'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5249'1.3 KM (0.8 MI) WEST FROM JOHNSTON.
 LW5249'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) WEST OF THE JOHNSTON
 LW5249'TOWN HALL ON THE WEST SIDE OF INTERSTATE 295.  IT IS IN THE
 LW5249'CLOVERLEAF AREA FOR RI 195 WEST TO I-295 SOUTH, AND IN THE HIGH
 LW5249'TENSION POWERLINE EASEMENT AREA.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5249'REACH THE STATION FROM THE I-295 SOUTHBOUND OVERPASS OVER US ROUTE 6
 LW5249'(HARTFORD PIKE), GO SOUTH ON I-195 FOR 0.8 KM (0.5 MI) TO THE STATION
 LW5249'ON THE RIGHT ON THE TOP OF A ROCKY KNOLL.  THE STATION IS A STANDARD
 LW5249'RIGS DISK SET INTO A BOULDER OF THREE FEET LARGEST DIAMETER, LOCATED
 LW5249'14.9 METERS (49.0 FT) EAST-NORTHEAST FROM THE FACE OF NECO HIGH
 LW5249'TENSION POLE 1 47-1, 7.8 METERS (25.5 FT) NORTHWEST FROM THE FACE OF
 LW5249'NECO POLE 1 44-1, 0.6 METERS (1.9 FT) NORTHWEST FROM A FIBERGLASS
 LW5249'WITNESS POST.
 LW5249
 LW5249                          STATION RECOVERY (1987)
 LW5249
 LW5249'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5249'THE STATION WAS RECOVERED AS OF THIS DATE.
 LW5249'
 LW5249'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5249
 LW5249                          STATION RECOVERY (1989)
 LW5249
 LW5249'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5249'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) WEST OF THE JOHNSTON
 LW5249'TOWN HALL. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5249'SURVEY, 401 277-2814. EASEMENT--NARRAGANSETT ELECTRIC COMPANY.
 LW5249'TO REACH FROM THE INTERSTATE HIGHWAY 295 BRIDGE OVER U S HIGHWAY 6, GO
 LW5249'SOUTH 0.8 KM (0.50 MI) ON HIGHWAY 295 TO THE STATION ON THE RIGHT AT
 LW5249'THE TOP OF A ROCKY KNOLL UNDER HIGH TENSION LINES.
 LW5249'THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL HOLE IN A BOULDER
 LW5249'0.9 M (3.0 FT) LARGEST DIMENSION. IT IS 14.9 M (48.9 FT) EAST
 LW5249'NORTHEAST OF NE CO POLE 147-1, 7.8 M (25.6 FT) NORTHWEST OF NE CO POLE
 LW5249'144-1, 0.6 M (2.0 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5716 ***********************************************************************
 LW5716  DESIGNATION -  JO 011
 LW5716  PID         -  LW5716
 LW5716  STATE/COUNTY-  RI/PROVIDENCE
 LW5716  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5716
 LW5716                         *CURRENT SURVEY CONTROL
 LW5716  ___________________________________________________________________
 LW5716* NAD 83(1996)-  41 49 06.68629(N)    071 30 16.52981(W)     ADJUSTED  
 LW5716* NAVD 88     -        76.3    (meters)     250.     (feet)  VERTCON   
 LW5716  ___________________________________________________________________
 LW5716  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 LW5716  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW5716
 LW5716  HORZ ORDER  -  SECOND
 LW5716
 LW5716.The horizontal coordinates were established by classical geodetic methods
 LW5716.and adjusted by the National Geodetic Survey in August 1998..
 LW5716
 LW5716.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5716
 LW5716.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5716
 LW5716.The geoid height was determined by GEOID03.
 LW5716
 LW5716;                    North         East     Units Scale Factor Converg.
 LW5716;SPC RI       -    81,651.710    99,618.505   MT  0.99999375   -0 00 11.0
 LW5716;SPC RI       -   267,885.65    326,831.71   sFT  0.99999375   -0 00 11.0
 LW5716;UTM  19      - 4,632,660.067   291,979.905   MT  1.00013251   -1 40 14.1
 LW5716
 LW5716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5716!SPC RI       -   0.99999269  x   0.99999375  =   0.99998644
 LW5716!UTM  19      -   0.99999269  x   1.00013251  =   1.00012520
 LW5716
 LW5716:                Primary Azimuth Mark                     Grid Az
 LW5716:SPC RI       -  MINERAL RM 2                             036 02 33.9
 LW5716:UTM  19      -  MINERAL RM 2                             037 42 37.0
 LW5716
 LW5716|---------------------------------------------------------------------|
 LW5716| PID    Reference Object                     Distance      Geod. Az  |
 LW5716|                                                           dddmmss.s |
 LW5716| LW5745 MINERAL RM 2                        APPROX. 5.9 KM 0360222.9 |
 LW5716|---------------------------------------------------------------------|
 LW5716
 LW5716                          SUPERSEDED SURVEY CONTROL
 LW5716
 LW5716  NAD 83(1996)-  41 49 06.68598(N)    071 30 16.52966(W) AD(       ) 2
 LW5716  NAD 83(1992)-  41 49 06.68499(N)    071 30 16.52897(W) AD(       ) 2
 LW5716  NAD 83(1992)-  41 49 06.68480(N)    071 30 16.52907(W) AD(       ) 2
 LW5716  NAD 83(1986)-  41 49 06.68490(N)    071 30 16.52845(W) AD(       ) 2
 LW5716  NGVD 29 (12/24/91)   76.5    (m)          251.     (f) VERT ANG       
 LW5716
 LW5716.Superseded values are not recommended for survey control.
 LW5716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5716.See file dsdata.txt to determine how the superseded data were derived.
 LW5716
 LW5716_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9198032660(NAD 83)
 LW5716_MARKER: DG = GRAVITY STATION DISK
 LW5716_SETTING: 66 = SET IN ROCK OUTCROP
 LW5716_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LW5716_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5716+STABILITY: POSITION/ELEVATION WELL
 LW5716
 LW5716  HISTORY     - Date     Condition        Report By
 LW5716  HISTORY     - 1985     MONUMENTED       RIGS
 LW5716  HISTORY     - 1987     GOOD             RIGS
 LW5716
 LW5716                          STATION DESCRIPTION
 LW5716
 LW5716'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5716'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI)
 LW5716'NORTHWEST OF CRANSTON CENTER.
 LW5716'OWNERSHIP--STATE RIGHT OF WAY.
 LW5716'
 LW5716'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 295 BRIDGE OVER
 LW5716'STATE HIGHWAY 195, WHICH IS ABOUT 1.2 KM (0.75 MI) WEST-SOUTHWEST
 LW5716'OF THE JOHNSTON TOWN HALL, GO EAST FOR 0.7 KM (0.45 MI) ON HIGHWAY
 LW5716'195 TO THE MIDDLE AND THE HIGHEST POINT OF A LEDGE CUT ON THE RIGHT.
 LW5716'
 LW5716'THE STATION IS A STANDARD RIGS DISK
 LW5716'STAMPED---JO 011 1985---,
 LW5716'SET INTO THE TOP OF A ROCK LEDGE OF 500 FEET LARGEST DIMENSION,
 LW5716'4.6 METERS (1.5 FT)SOUTHWEST FROM THE EDGE OF LEDGE CUT,
 LW5716'3.1 METERS (10.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST,
 LW5716'1.8 METERS (6.0 FT) NORTHEAST FROM THE EDGE OF A SWEET FERN GROWTH
 LW5716'LINE.
 LW5716'
 LW5716'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5716
 LW5716                          STATION RECOVERY (1987)
 LW5716
 LW5716'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5716'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW5716'
 LW5716'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5284 ***********************************************************************
 LW5284  DESIGNATION -  JO 012
 LW5284  PID         -  LW5284
 LW5284  STATE/COUNTY-  RI/PROVIDENCE
 LW5284  USGS QUAD   -  PROVIDENCE (1975)
 LW5284
 LW5284                         *CURRENT SURVEY CONTROL
 LW5284  ___________________________________________________________________
 LW5284* NAD 83(1996)-  41 48 59.43603(N)    071 29 23.44673(W)     ADJUSTED  
 LW5284* NAVD 88     -        45.665  (meters)     149.82   (feet)  ADJUSTED  
 LW5284  ___________________________________________________________________
 LW5284  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 LW5284  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW5284  DYNAMIC HT  -          45.650 (meters)     149.77  (feet)  COMP
 LW5284  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 LW5284
 LW5284  HORZ ORDER  -  SECOND
 LW5284  VERT ORDER  -  SECOND    CLASS II
 LW5284
 LW5284.The horizontal coordinates were established by classical geodetic methods
 LW5284.and adjusted by the National Geodetic Survey in August 1998..
 LW5284
 LW5284.The orthometric height was determined by differential leveling
 LW5284.and adjusted by the National Geodetic Survey in June 1991..
 LW5284
 LW5284.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5284
 LW5284.The geoid height was determined by GEOID03.
 LW5284
 LW5284.The dynamic height is computed by dividing the NAVD 88
 LW5284.geopotential number by the normal gravity value computed on the
 LW5284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5284.degrees latitude (g = 980.6199 gals.).
 LW5284
 LW5284.The modeled gravity was interpolated from observed gravity values.
 LW5284
 LW5284;                    North         East     Units Scale Factor Converg.
 LW5284;SPC RI       -    81,428.061   100,843.648   MT  0.99999376   +0 00 24.4
 LW5284;SPC RI       -   267,151.90    330,851.20   sFT  0.99999376   +0 00 24.4
 LW5284;UTM  19      - 4,632,400.827   293,198.187   MT  1.00012629   -1 39 38.5
 LW5284
 LW5284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5284!SPC RI       -   0.99999749  x   0.99999376  =   0.99999125
 LW5284!UTM  19      -   0.99999749  x   1.00012629  =   1.00012378
 LW5284
 LW5284                          SUPERSEDED SURVEY CONTROL
 LW5284
 LW5284  NAD 83(1996)-  41 48 59.43573(N)    071 29 23.44658(W) AD(       ) 2
 LW5284  NAD 83(1992)-  41 48 59.43469(N)    071 29 23.44588(W) AD(       ) 2
 LW5284  NAD 83(1992)-  41 48 59.43451(N)    071 29 23.44597(W) AD(       ) 2
 LW5284  NAD 83(1986)-  41 48 59.43448(N)    071 29 23.44544(W) AD(       ) 2
 LW5284  NGVD 29 (12/24/91)   45.92   (m)          150.7    (f) LEVELING    3  
 LW5284
 LW5284.Superseded values are not recommended for survey control.
 LW5284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5284.See file dsdata.txt to determine how the superseded data were derived.
 LW5284
 LW5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9319832401(NAD 83)
 LW5284_MARKER: DD = SURVEY DISK
 LW5284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5284_SP_SET: CONCRETE POST
 LW5284_STAMPING: JO 012 1987
 LW5284_MARK LOGO: RIGS  
 LW5284_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5284+STABILITY: SURFACE MOTION
 LW5284
 LW5284  HISTORY     - Date     Condition        Report By
 LW5284  HISTORY     - 1987     MONUMENTED       RIGS
 LW5284  HISTORY     - 1987     GOOD             RIGS
 LW5284
 LW5284                          STATION DESCRIPTION
 LW5284
 LW5284'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5284'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI)
 LW5284'SOUTH-SOUTHEAST OF THE JOHNSTON TOWN HALL.
 LW5284'OWNERSHIP--STATE RIGHT OF WAY.
 LW5284'
 LW5284'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 295 BRIDGE OVER
 LW5284'STATE HIGHWAY 195, WHICH IS ABOUT 1.2 KM (0.75 MI) WEST OF THE
 LW5284'JOHNSTON TOWN HALL, GO EAST FOR 2.1 KM (1.3 MI) ON HIGHWAY 195 TO
 LW5284'THE STATION ON THE RIGHT.
 LW5284'
 LW5284'THE STATION IS A STANDARD RIGS DISK
 LW5284'STAMPED---JO 012 1987---,
 LW5284'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5284'30 CM IN DIAMETER RECESSED 7.5 CM BELOW GROUND.  LOCATED
 LW5284'11.0 METERS (36.0 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 LW5284'THREE TRAVEL LANES OF HIGHWAY 195 EASTBOUND,
 LW5284'7.0 METERS (23.0 FT) SOUTHEAST FROM AN ALUMINUM LIGHT POLE G 171,
 LW5284'1.1 METERS (3.5 FT) NORTH-NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5284'
 LW5284'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5284
 LW5284                          STATION RECOVERY (1987)
 LW5284
 LW5284'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5284'1.2 KM (0.75 MI) SSE FROM JOHNSTON.
 LW5284'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) SOUTH-SOUTHEAST OF THE
 LW5284'JOHNSTON TOWN HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5284'STATION FROM THE INTERSTATE HIGHWAY 295 BRIDGE OVER STATE HIGHWAY
 LW5284'195, WHICH IS ABOUT 1.2 KM (0.75 MI) WEST OF THE JOHNSTON TOWN HALL,
 LW5284'GO EAST FOR 2.1 KM (1.3 MI) ON HIGHWAY 195 TO THE STATION ON THE
 LW5284'RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW5284'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 7.5 CM BELOW
 LW5284'GROUND.  LOCATED 11.0 METERS (36.0 FT) SOUTH-SOUTHWEST FROM THE
 LW5284'CENTERLINE OF THE THREE TRAVEL LANES OF HIGHWAY 195 EASTBOUND, 7.0
 LW5284'METERS (23.0 FT) SOUTHEAST FROM AN ALUMINUM LIGHT POLE G 171, 1.1
 LW5284'METERS (3.5 FT) NORTH-NORTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5251 ***********************************************************************
 LW5251  DESIGNATION -  JO 012 V
 LW5251  PID         -  LW5251
 LW5251  STATE/COUNTY-  RI/PROVIDENCE
 LW5251  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5251
 LW5251                         *CURRENT SURVEY CONTROL
 LW5251  ___________________________________________________________________
 LW5251* NAD 83(1986)-  41 50 23.     (N)    071 30 57.     (W)     SCALED    
 LW5251* NAVD 88     -        82.510  (meters)     270.70   (feet)  ADJUSTED  
 LW5251  ___________________________________________________________________
 LW5251  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW5251  DYNAMIC HT  -          82.483 (meters)     270.61  (feet)  COMP
 LW5251  MODELED GRAV-     980,288.2   (mgal)                       NAVD 88
 LW5251
 LW5251  VERT ORDER  -  SECOND    CLASS II
 LW5251
 LW5251.The horizontal coordinates were scaled from a topographic map and have
 LW5251.an estimated accuracy of +/- 6 seconds.
 LW5251
 LW5251.The orthometric height was determined by differential leveling
 LW5251.and adjusted by the National Geodetic Survey in June 1991..
 LW5251
 LW5251.The geoid height was determined by GEOID03.
 LW5251
 LW5251.The dynamic height is computed by dividing the NAVD 88
 LW5251.geopotential number by the normal gravity value computed on the
 LW5251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5251.degrees latitude (g = 980.6199 gals.).
 LW5251
 LW5251.The modeled gravity was interpolated from observed gravity values.
 LW5251
 LW5251;                    North         East    Units  Estimated Accuracy
 LW5251;SPC RI       -    84,010.       98,690.      MT  (+/- 180 meters Scaled)
 LW5251
 LW5251                          SUPERSEDED SURVEY CONTROL
 LW5251
 LW5251.No superseded survey control is available for this station.
 LW5251
 LW5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG911350(NAD 83)
 LW5251_MARKER: DD = SURVEY DISK
 LW5251_SETTING: 66 = SET IN ROCK OUTCROP
 LW5251_SP_SET: BEDROCK
 LW5251_STAMPING: JO 012 V 1985
 LW5251_MARK LOGO: RIGS  
 LW5251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5251+STABILITY: POSITION/ELEVATION WELL
 LW5251
 LW5251  HISTORY     - Date     Condition        Report By
 LW5251  HISTORY     - 1985     MONUMENTED       RIGS
 LW5251
 LW5251                          STATION DESCRIPTION
 LW5251
 LW5251'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5251'2.2 KM (1.3 MI) NW FROM JOHNSTON.
 LW5251'THE STATION IS LOCACTED ABOUT 2.4 KM (1.3 MI) NORTHWEST OF THE
 LW5251'JOHNSTON TOWN HALL ON THE WEST SIDE OF INTERSTATE 295.  OWNERSHIP--
 LW5251'STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE JUNCTION OF US
 LW5251'ROUTE 44 AND I-295 IN GREENVILLE, GO SOUTH FOR 3.5 KM (2.1 MI) ON
 LW5251'I-295 TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD RIGS
 LW5251'DISK SET INTO A DRILL HOLE IN EXPOSED BEDROCK OF ABOUT 2 FEET BY 3
 LW5251'FEET LARGEST DIMENSION.  LOCATED ON THE SIDE OF A SLOPE, AND ABOUT
 LW5251'100 METERS (350 FT) NORTH FROM THE NORTH END OF A HIGH ROCK CUT.
 LW5251'22.2 METERS (73 FT) WEST FROM THE CENTERLINE OF I-295 SOUTHBOUND.
 LW5251'THE MARK IS ABOUT LEVEL WITH THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5285 ***********************************************************************
 LW5285  DESIGNATION -  JO 013
 LW5285  PID         -  LW5285
 LW5285  STATE/COUNTY-  RI/PROVIDENCE
 LW5285  USGS QUAD   -  PROVIDENCE (1975)
 LW5285
 LW5285                         *CURRENT SURVEY CONTROL
 LW5285  ___________________________________________________________________
 LW5285* NAD 83(1996)-  41 49 07.60521(N)    071 28 53.41497(W)     ADJUSTED  
 LW5285* NAVD 88     -        69.772  (meters)     228.91   (feet)  ADJUSTED  
 LW5285  ___________________________________________________________________
 LW5285  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 LW5285  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW5285  DYNAMIC HT  -          69.749 (meters)     228.83  (feet)  COMP
 LW5285  MODELED GRAV-     980,298.9   (mgal)                       NAVD 88
 LW5285
 LW5285  HORZ ORDER  -  SECOND
 LW5285  VERT ORDER  -  SECOND    CLASS II
 LW5285
 LW5285.The horizontal coordinates were established by classical geodetic methods
 LW5285.and adjusted by the National Geodetic Survey in August 1998..
 LW5285
 LW5285.The orthometric height was determined by differential leveling
 LW5285.and adjusted by the National Geodetic Survey in June 1991..
 LW5285
 LW5285.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5285
 LW5285.The geoid height was determined by GEOID03.
 LW5285
 LW5285.The dynamic height is computed by dividing the NAVD 88
 LW5285.geopotential number by the normal gravity value computed on the
 LW5285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5285.degrees latitude (g = 980.6199 gals.).
 LW5285
 LW5285.The modeled gravity was interpolated from observed gravity values.
 LW5285
 LW5285;                    North         East     Units Scale Factor Converg.
 LW5285;SPC RI       -    81,680.216   101,536.725   MT  0.99999378   +0 00 44.4
 LW5285;SPC RI       -   267,979.18    333,125.07   sFT  0.99999378   +0 00 44.4
 LW5285;UTM  19      - 4,632,632.738   293,898.400   MT  1.00012274   -1 39 18.7
 LW5285
 LW5285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5285!SPC RI       -   0.99999371  x   0.99999378  =   0.99998749
 LW5285!UTM  19      -   0.99999371  x   1.00012274  =   1.00011644
 LW5285
 LW5285                          SUPERSEDED SURVEY CONTROL
 LW5285
 LW5285  NAD 83(1996)-  41 49 07.60492(N)    071 28 53.41483(W) AD(       ) 2
 LW5285  NAD 83(1992)-  41 49 07.60386(N)    071 28 53.41413(W) AD(       ) 2
 LW5285  NAD 83(1992)-  41 49 07.60368(N)    071 28 53.41421(W) AD(       ) 2
 LW5285  NAD 83(1986)-  41 49 07.60352(N)    071 28 53.41372(W) AD(       ) 2
 LW5285  NGVD 29 (12/24/91)   70.02   (m)          229.7    (f) LEVELING    3  
 LW5285
 LW5285.Superseded values are not recommended for survey control.
 LW5285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5285.See file dsdata.txt to determine how the superseded data were derived.
 LW5285
 LW5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9389832633(NAD 83)
 LW5285_MARKER: DD = SURVEY DISK
 LW5285_SETTING: 66 = SET IN ROCK OUTCROP
 LW5285_SP_SET: ROCK LEDGE
 LW5285_STAMPING: JO 013 1987
 LW5285_MARK LOGO: RIGS  
 LW5285_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5285+STABILITY: POSITION/ELEVATION WELL
 LW5285
 LW5285  HISTORY     - Date     Condition        Report By
 LW5285  HISTORY     - 1987     MONUMENTED       RIGS
 LW5285  HISTORY     - 1987     GOOD             RIGS
 LW5285
 LW5285                          STATION DESCRIPTION
 LW5285
 LW5285'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5285'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 LW5285'SOUTHEAST OF THE JOHNSTON TOWN HALL.
 LW5285'OWNERSHIP--STATE RIGHT OF WAY.
 LW5285'
 LW5285'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 295 BRIDGE OVER
 LW5285'STATE HIGHWAY 195, WHICH IS ABOUT 1.2 KM (0.75 MI) WEST OF THE
 LW5285'JOHNSTON TOWN HALL, GO EAST FOR 2.9 KM (1.75 MI) ON HIGHWAY 195 TO
 LW5285'THE STATION ON THE RIGHT.
 LW5285'
 LW5285'THE STATION IS A STANDARD RIGS DISK
 LW5285'STAMPED---JO 013 1987---,
 LW5285'SET INTO A ROCK LEDGE OF 300 FEET LARGEST DIMENSION,
 LW5285'18.9 METERS (62.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 LW5285'THREE TRAVEL LANES OF HIGHWAY 195 EASTBOUND,
 LW5285'14.4 METERS (47.3 FT) NORTH-NORTHWEST FROM THE HIGHWAY RIGHT OF WAY
 LW5285'FENCE,
 LW5285'3.9 METERS (12.8 FT) EAST-NORTHEAST FROM A FIBERGLASS WITNESS POST,
 LW5285'2.7 METERS (9.0 FT) SOUTH-SOUTHEAST FROM THE FACE OF THE TWENTY
 LW5285'FOOT HIGH LEDGE CUT.
 LW5285'
 LW5285'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5285
 LW5285                          STATION RECOVERY (1987)
 LW5285
 LW5285'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5285'1.6 KM (1.0 MI) SE FROM JOHNSTON.
 LW5285'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHEAST OF THE
 LW5285'JOHNSTON TOWN HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5285'STATION FROM THE INTERSTATE HIGHWAY 295 BRIDGE OVER STATE HIGHWAY
 LW5285'195, WHICH IS ABOUT 1.2 KM (0.75 MI) WEST OF THE JOHNSTON TOWN HALL,
 LW5285'GO EAST FOR 2.9 KM (1.75 MI) ON HIGHWAY 195 TO THE STATION ON THE
 LW5285'RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO A ROCK LEDGE OF
 LW5285'300 FEET LARGEST DIMENSION, 18.9 METERS (62.0 FT) SOUTH-SOUTHEAST
 LW5285'FROM THE CENTERLINE OF THE THREE TRAVEL LANES OF HIGHWAY 195
 LW5285'EASTBOUND, 14.4 METERS (47.3 FT) NORTH-NORTHWEST FROM THE HIGHWAY
 LW5285'RIGHT OF WAY FENCE, 3.9 METERS (12.8 FT) EAST-NORTHEAST FROM A
 LW5285'FIBERGLASS WITNESS POST, 2.7 METERS (9.0 FT) SOUTH-SOUTHEAST FROM THE
 LW5285'FACE OF THE TWENTY FOOT HIGH LEDGE CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5286 ***********************************************************************
 LW5286  DESIGNATION -  JO 014
 LW5286  PID         -  LW5286
 LW5286  STATE/COUNTY-  RI/PROVIDENCE
 LW5286  USGS QUAD   -  PROVIDENCE (1975)
 LW5286
 LW5286                         *CURRENT SURVEY CONTROL
 LW5286  ___________________________________________________________________
 LW5286* NAD 83(1996)-  41 49 16.63404(N)    071 28 33.30642(W)     ADJUSTED  
 LW5286* NAVD 88     -        52.087  (meters)     170.89   (feet)  ADJUSTED  
 LW5286  ___________________________________________________________________
 LW5286  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 LW5286  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LW5286  DYNAMIC HT  -          52.070 (meters)     170.83  (feet)  COMP
 LW5286  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 LW5286
 LW5286  HORZ ORDER  -  SECOND
 LW5286  VERT ORDER  -  SECOND    CLASS II
 LW5286
 LW5286.The horizontal coordinates were established by classical geodetic methods
 LW5286.and adjusted by the National Geodetic Survey in August 1998..
 LW5286
 LW5286.The orthometric height was determined by differential leveling
 LW5286.and adjusted by the National Geodetic Survey in June 1991..
 LW5286
 LW5286.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5286
 LW5286.The geoid height was determined by GEOID03.
 LW5286
 LW5286.The dynamic height is computed by dividing the NAVD 88
 LW5286.geopotential number by the normal gravity value computed on the
 LW5286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5286.degrees latitude (g = 980.6199 gals.).
 LW5286
 LW5286.The modeled gravity was interpolated from observed gravity values.
 LW5286
 LW5286;                    North         East     Units Scale Factor Converg.
 LW5286;SPC RI       -    81,958.893   102,000.735   MT  0.99999380   +0 00 57.8
 LW5286;SPC RI       -   268,893.47    334,647.41   sFT  0.99999380   +0 00 57.8
 LW5286;UTM  19      - 4,632,897.828   294,370.383   MT  1.00012034   -1 39 05.6
 LW5286
 LW5286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5286!SPC RI       -   0.99999648  x   0.99999380  =   0.99999028
 LW5286!UTM  19      -   0.99999648  x   1.00012034  =   1.00011682
 LW5286
 LW5286                          SUPERSEDED SURVEY CONTROL
 LW5286
 LW5286  NAD 83(1996)-  41 49 16.63377(N)    071 28 33.30630(W) AD(       ) 2
 LW5286  NAD 83(1992)-  41 49 16.63267(N)    071 28 33.30561(W) AD(       ) 2
 LW5286  NAD 83(1992)-  41 49 16.63250(N)    071 28 33.30568(W) AD(       ) 2
 LW5286  NAD 83(1986)-  41 49 16.63221(N)    071 28 33.30517(W) AD(       ) 2
 LW5286  NGVD 29 (12/24/91)   52.33   (m)          171.7    (f) LEVELING    3  
 LW5286
 LW5286.Superseded values are not recommended for survey control.
 LW5286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5286.See file dsdata.txt to determine how the superseded data were derived.
 LW5286
 LW5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9437032898(NAD 83)
 LW5286_MARKER: DD = SURVEY DISK
 LW5286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5286_SP_SET: CONCRETE POST
 LW5286_STAMPING: JO 014 1987
 LW5286_MARK LOGO: RIGS  
 LW5286_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5286+STABILITY: SURFACE MOTION
 LW5286
 LW5286  HISTORY     - Date     Condition        Report By
 LW5286  HISTORY     - 1987     MONUMENTED       RIGS
 LW5286  HISTORY     - 1987     GOOD             RIGS
 LW5286
 LW5286                          STATION DESCRIPTION
 LW5286
 LW5286'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5286'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI)
 LW5286'SOUTHEAST OF THE JOHNSTON TOWN HALL.
 LW5286'OWNERSHIP--STATE RIGHT OF WAY.
 LW5286'
 LW5286'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 295 BRIDGE OVER
 LW5286'STATE HIGHWAY 195, WHICH IS ABOUT 1.2 KM (0.75 MI) WEST OF THE
 LW5286'JOHNSTON TOWN HALL, GO EAST FOR 3.4 KM (2.15 MI) ON HIGHWAY 195 TO
 LW5286'THE STATION ON THE LEFT.
 LW5286'
 LW5286'THE STATION IS A STANDARD RIGS DISK
 LW5286'STAMPED---JO 014 1987---,
 LW5286'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5286'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5286'13.0 METERS (42.7 FT) WEST-NORTHWEST FROM A SQUARE METAL DROP INLET
 LW5286'GRATE AT THE CURB LINE,
 LW5286'7.3 METERS (24.0 FT) NORTH FROM THE CENTERLINE OF THE EXIT RAMP
 LW5286'FROM HIGHWAY 195 WEST ONTO U S HIGHWAY 6,
 LW5286'1.1 METERS (3.6 FT) WEST-SOUTHWEST FROM A NET+T POLE 6,
 LW5286'0.65 METERS (2.1 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 LW5286'
 LW5286'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5286
 LW5286                          STATION RECOVERY (1987)
 LW5286
 LW5286'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5286'1.9 KM (1.2 MI) SE FROM JOHNSTON.
 LW5286'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI) SOUTHEAST OF THE
 LW5286'JOHNSTON TOWN HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5286'STATION FROM THE INTERSTATE HIGHWAY 295 BRIDGE OVER STATE HIGHWAY
 LW5286'195, WHICH IS ABOUT 1.2 KM (0.75 MI) WEST OF THE JOHNSTON TOWN HALL,
 LW5286'GO EAST FOR 3.4 KM (2.15 MI) ON HIGHWAY 195 TO THE STATION ON THE
 LW5286'LEFT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW5286'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5286'13.0 METERS (42.7 FT) WEST-NORTHWEST FROM A SQUARE METAL DROP INLET
 LW5286'GRATE AT THE CURB LINE, 7.3 METERS (24.0 FT) NORTH FROM THE
 LW5286'CENTERLINE OF THE EXIT RAMP FROM HIGHWAY 195 WEST ONTO U S HIGHWAY 6,
 LW5286'1.1 METERS (3.6 FT) WEST-SOUTHWEST FROM A NET+T POLE 6, 0.65 METERS
 LW5286'(2.1 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5550 ***********************************************************************
 LW5550  DESIGNATION -  JO 015
 LW5550  PID         -  LW5550
 LW5550  STATE/COUNTY-  RI/PROVIDENCE
 LW5550  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5550
 LW5550                         *CURRENT SURVEY CONTROL
 LW5550  ___________________________________________________________________
 LW5550* NAD 83(1996)-  41 50 00.93587(N)    071 33 10.00469(W)     ADJUSTED  
 LW5550* NAVD 88     -       112.8    (meters)     370.     (feet)  VERTCON   
 LW5550  ___________________________________________________________________
 LW5550  X           -   1,506,024.205 (meters)                     COMP
 LW5550  Y           -  -4,514,848.955 (meters)                     COMP
 LW5550  Z           -   4,231,905.783 (meters)                     COMP
 LW5550  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 LW5550  ELLIP HEIGHT-          83.19  (meters)          (06/13/02) GPS OBS
 LW5550  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW5550
 LW5550  HORZ ORDER  -  THIRD
 LW5550  ELLP ORDER  -  FOURTH    CLASS II
 LW5550
 LW5550.The horizontal coordinates were established by GPS observations
 LW5550.and adjusted by the National Geodetic Survey in August 1998..
 LW5550
 LW5550.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5550
 LW5550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5550
 LW5550.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5550
 LW5550.The ellipsoidal height was determined by GPS observations
 LW5550.and is referenced to NAD 83.
 LW5550
 LW5550.The geoid height was determined by GEOID03.
 LW5550
 LW5550;                    North         East     Units Scale Factor Converg.
 LW5550;SPC RI       -    83,326.785    95,615.866   MT  0.99999399   -0 02 06.7
 LW5550;SPC RI       -   273,381.29    313,699.72   sFT  0.99999399   -0 02 06.7
 LW5550;UTM  19      - 4,634,451.193   288,027.126   MT  1.00015294   -1 42 11.7
 LW5550
 LW5550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5550!SPC RI       -   0.99998695  x   0.99999399  =   0.99998094
 LW5550!UTM  19      -   0.99998695  x   1.00015294  =   1.00013989
 LW5550
 LW5550                          SUPERSEDED SURVEY CONTROL
 LW5550
 LW5550  ELLIP H (08/17/98)   83.20   (m)                       GP(       ) 4 1
 LW5550  NAD 83(1996)-  41 50 00.93553(N)    071 33 10.00456(W) AD(       ) 3
 LW5550  NAD 83(1992)-  41 50 00.93459(N)    071 33 10.00382(W) AD(       ) 3
 LW5550  ELLIP H (01/17/96)   83.16   (m)                       GP(       ) 4 2
 LW5550  NAD 83(1992)-  41 50 00.93440(N)    071 33 10.00395(W) AD(       ) 3
 LW5550  NAD 83(1986)-  41 50 00.93444(N)    071 33 10.00301(W) AD(       ) 3
 LW5550  NGVD 29 (07/30/91)  113.1    (m)          371.     (f) GPS OBS        
 LW5550
 LW5550.Superseded values are not recommended for survey control.
 LW5550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5550.See file dsdata.txt to determine how the superseded data were derived.
 LW5550
 LW5550_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8802734451(NAD 83)
 LW5550_MARKER: DD = SURVEY DISK
 LW5550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5550_SP_SET: CONCRETE POST
 LW5550_STAMPING: JO 015 1988
 LW5550_MARK LOGO: RIGS  
 LW5550_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5550+STABILITY: SURFACE MOTION
 LW5550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5550+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1989
 LW5550
 LW5550  HISTORY     - Date     Condition        Report By
 LW5550  HISTORY     - 1988     MONUMENTED       RIGS
 LW5550  HISTORY     - 19890710 GOOD
 LW5550
 LW5550                          STATION DESCRIPTION
 LW5550
 LW5550'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5550'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHWEST OF GREENVILLE
 LW5550'CENTER. OWNERSHIP--TOWN OF JOHNSTON.
 LW5550'TO REACH FROM WHERE US HIGHWAY 6 CROSSES UNDER INTERSTATE 295 SOUTH
 LW5550'BOUND, GO WEST FOR 3.1 KM (1.95 MI) ON US HIGHWAY 6 TO AN ENTRANCE FOR
 LW5550'WEST END JOHNSTON FIRE HOUSE NUMBER 4 ON THE RIGHT, TURN RIGHT AND GO
 LW5550'0.05 KM (0.05 MI). THE STATION IS ON THE LEFT.
 LW5550'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5550'CONCRETE MONUMENT 30 CM IN DIAMETER. IT IS 53.34 M (175.0 FT) NORTH
 LW5550'NORTHEAST FROM THE CENTER LINE OF US HIGHWAY 6 WEST BOUND, 48.16 M
 LW5550'(158.0 FT) NORTH NORTHEAST FROM LIGHT POLE NUMBER 203, 23.06 M
 LW5550'(75.7 FT) NORTH NORTHWEST FROM THE NORTHWEST CORNER OF THE FIRE
 LW5550'STATION, 16.06 M (52.7 FT) SOUTH SOUTHWEST FROM THE MOST SOUTHERLY
 LW5550'POLE OF 2 POLES SUPPORTING A SIREN, AND 0.85 M (2.8 FT) EAST SOUTHEAST
 LW5550'FROM A FIBERGLASS WITNESS POST.
 LW5550
 LW5550                          STATION RECOVERY (1989)
 LW5550
 LW5550'RECOVERED 1989
 LW5550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3005 ***********************************************************************
 LW3005  DESIGNATION -  JOHNSON USE 1909
 LW3005  PID         -  LW3005
 LW3005  STATE/COUNTY-  RI/WASHINGTON
 LW3005  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW3005
 LW3005                         *CURRENT SURVEY CONTROL
 LW3005  ___________________________________________________________________
 LW3005* NAD 83(1996)-  41 29 42.50051(N)    071 26 17.14012(W)     ADJUSTED  
 LW3005* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 LW3005  ___________________________________________________________________
 LW3005  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 LW3005  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW3005
 LW3005  HORZ ORDER  -  THIRD
 LW3005
 LW3005.The horizontal coordinates were established by classical geodetic methods
 LW3005.and adjusted by the National Geodetic Survey in August 1998..
 LW3005
 LW3005.The orthometric height was scaled from a topographic map.
 LW3005
 LW3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3005
 LW3005.The geoid height was determined by GEOID03.
 LW3005
 LW3005;                    North         East     Units Scale Factor Converg.
 LW3005;SPC RI       -    45,736.501   105,169.228   MT  0.99999408   +0 02 27.7
 LW3005;SPC RI       -   150,053.84    345,042.71   sFT  0.99999408   +0 02 27.7
 LW3005;UTM  19      - 4,596,594.370   296,487.055   MT  1.00010972   -1 36 57.3
 LW3005
 LW3005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3005!SPC RI       -   0.99999928  x   0.99999408  =   0.99999336
 LW3005!UTM  19      -   0.99999928  x   1.00010972  =   1.00010900
 LW3005
 LW3005:                Primary Azimuth Mark                     Grid Az
 LW3005:SPC RI       -  MONROE USE 1909                          190 10 37.3
 LW3005:UTM  19      -  MONROE USE 1909                          191 50 02.3
 LW3005
 LW3005|---------------------------------------------------------------------|
 LW3005| PID    Reference Object                     Distance      Geod. Az  |
 LW3005|                                                           dddmmss.s |
 LW3005| LW2936 MONROE USE 1909                     APPROX. 1.2 KM 1901305.0 |
 LW3005|---------------------------------------------------------------------|
 LW3005
 LW3005                          SUPERSEDED SURVEY CONTROL
 LW3005
 LW3005  NAD 83(1996)-  41 29 42.49982(N)    071 26 17.13933(W) AD(       ) 3
 LW3005  NAD 83(1992)-  41 29 42.49901(N)    071 26 17.13942(W) AD(       ) 3
 LW3005  NAD 83(1992)-  41 29 42.49835(N)    071 26 17.13928(W) AD(       ) 3
 LW3005  NAD 83(1986)-  41 29 42.49836(N)    071 26 17.13751(W) AD(       ) 3
 LW3005  NAD 27      -  41 29 42.13700(N)    071 26 18.93000(W) AD(       ) 3
 LW3005
 LW3005.Superseded values are not recommended for survey control.
 LW3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3005.See file dsdata.txt to determine how the superseded data were derived.
 LW3005
 LW3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9648796594(NAD 83)
 LW3005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3005+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 LW3005
 LW3005  HISTORY     - Date     Condition        Report By
 LW3005  HISTORY     - 1909     MONUMENTED       CGS
 LW3005  HISTORY     - 1912     GOOD             CGS
 LW3005  HISTORY     - 1934     GOOD             RIGS
 LW3005  HISTORY     - 1954     GOOD             CGS
 LW3005  HISTORY     - 1956     GOOD             CGS
 LW3005  HISTORY     - 20010807 GOOD             USPSQD
 LW3005  HISTORY     - 20010815 GOOD             USPSQD
 LW3005
 LW3005                          STATION DESCRIPTION
 LW3005
 LW3005'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW3005'ON A LARGE ROCK NEAR THE TOP OF A RIDGE ABOUT 1 MILE W OF THE
 LW3005'NARRAGANSETT BAY SHORE, 1/2 MILE E OF THE PATTAQUAMSCOTT RIVER,
 LW3005'2/3 MILE ENE OF BRIDGETOWN, AND 1/4 MILE N OF THE JUNCTION OF THE
 LW3005'S FERRY-BRIDGETOWN ROAD WITH THAT TO NARRAGANSETT PIER.  THE
 LW3005'STATION IS ON TOP OF A LARGE ROCK 6 FEET HIGH, 4 METERS N OF A
 LW3005'STONE FENCE (THE FIFTH FROM THE ROAD), AND 125 METERS E OF THE
 LW3005'FIRST STONE FENCE TO THE W.  IT IS MARKED BY A STANDARD DISK
 LW3005'STATION MARK, BEARING THE ADDITIONAL LEGEND ESTABLISHED BY THE
 LW3005'CORPS OF ENGINEERS, U.S.A., WEDGED IN A DRILL HOLE IN OUTCROPPING
 LW3005'BEDROCK.  THE REFERENCE MARK, A STANDARD DISK WEDGED IN A DRILL
 LW3005'HOLE IN OUTCROPPING BEDROCK, IS 3.26 METERS (10.70 FEET) N OF THE
 LW3005'STATION.
 LW3005
 LW3005                          STATION RECOVERY (1934)
 LW3005
 LW3005'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3005'THE STATION AND REFERENCE MARKS ARE IN EXCELLENT CONDITION.
 LW3005'
 LW3005'THE ROAD FROM NARRAGANSETT PIER TO WICKFORD HAS BEEN RECONSTRUCTED
 LW3005'SOME DISTANCE W OF THE FORMER ROAD.  THE DESCRIPTION SHOULD
 LW3005'READ--THE STATION IS ABOUT 35 YARDS W OF THE CENTER LINE OF THE
 LW3005'CONCRETE PAVEMENT OF U.S. HIGHWAY 1, AND ABOUT 1/4 MILE N OF THE
 LW3005'INTERSECTION OF THAT HIGHWAY WITH A ROAD FROM S FERRY TO BRIDGETOWN.
 LW3005'
 LW3005'INSTEAD OF STONE FENCE (FIFTH FROM THE ROAD), THE DESCRIPTION
 LW3005'SHOULD READ STONE FENCE (THIRD N FROM THE ROAD).
 LW3005
 LW3005                          STATION RECOVERY (1954)
 LW3005
 LW3005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3005'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE 1934
 LW3005'RECOVERY NOTE IS ADEQUATE AND COMPLETE, EXCEPT THAT THE STATION
 LW3005'IS AT THE SECOND STONE FENCE N OF THE INTERSECTION OF U.S. HIGHWAY
 LW3005'1 AND STATE HIGHWAY 138.
 LW3005
 LW3005                          STATION RECOVERY (1956)
 LW3005
 LW3005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW3005'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 LW3005'THE 1954 RECOVERY NOTE BY L.F.W. IS ADEQUATE.
 LW3005
 LW3005                          STATION RECOVERY (2001)
 LW3005
 LW3005'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3005'1/4 MILE NORTH FROM INTERSECTION OF STATE ROUTE 1A, AND STATE ROUTE
 LW3005'138, TO EDGEWATER ROAD, ON LEFT.  STATION IS BEHIND STOCKADE TYPE
 LW3005'FENCE OF HOUSE AT 5 EDGEWATER ROAD. SIDE YARD,SOUTH, OF HOUSE AT 1270
 LW3005'BOSTON NECK ROAD, STATION AND RM AS DESCRIBED IN 1912.
 LW3005
 LW3005                          STATION RECOVERY (2001)
 LW3005
 LW3005'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2703 ***********************************************************************
 LW2703  DESIGNATION -  JOHNSTON EAGLE BATTERY CO MAST
 LW2703  PID         -  LW2703
 LW2703  STATE/COUNTY-  RI/PROVIDENCE
 LW2703  USGS QUAD   -  PROVIDENCE (1975)
 LW2703
 LW2703                         *CURRENT SURVEY CONTROL
 LW2703  ___________________________________________________________________
 LW2703* NAD 83(1996)-  41 48 29.51556(N)    071 28 17.95343(W)     ADJUSTED  
 LW2703* NAVD 88     -                                                        
 LW2703  ___________________________________________________________________
 LW2703  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 LW2703  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW2703
 LW2703  HORZ ORDER  -  THIRD
 LW2703
 LW2703.The horizontal coordinates were established by classical geodetic methods
 LW2703.and adjusted by the National Geodetic Survey in August 1998..
 LW2703
 LW2703
 LW2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2703
 LW2703.The geoid height was determined by GEOID03.
 LW2703
 LW2703;                    North         East     Units Scale Factor Converg.
 LW2703;SPC RI       -    80,505.278   102,355.535   MT  0.99999382   +0 01 08.0
 LW2703;SPC RI       -   264,124.40    335,811.45   sFT  0.99999382   +0 01 08.0
 LW2703;UTM  19      - 4,631,434.321   294,682.775   MT  1.00011877   -1 38 53.8
 LW2703
 LW2703                          SUPERSEDED SURVEY CONTROL
 LW2703
 LW2703  NAD 83(1996)-  41 48 29.51529(N)    071 28 17.95325(W) AD(       ) 4
 LW2703  NAD 83(1992)-  41 48 29.51417(N)    071 28 17.95256(W) AD(       ) 4
 LW2703  NAD 83(1992)-  41 48 29.51397(N)    071 28 17.95260(W) AD(       ) 4
 LW2703  NAD 83(1986)-  41 48 29.51335(N)    071 28 17.95227(W) AD(       ) 4
 LW2703  NAD 27      -  41 48 29.15413(N)    071 28 19.73825(W) AD(       ) 3
 LW2703
 LW2703.Superseded values are not recommended for survey control.
 LW2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2703.See file dsdata.txt to determine how the superseded data were derived.
 LW2703
 LW2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9468331434(NAD 83)
 LW2703
 LW2703  HISTORY     - Date     Condition        Report By
 LW2703  HISTORY     - 1968     MONUMENTED       CGS
 LW2703
 LW2703                          STATION DESCRIPTION
 LW2703
 LW2703'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2703'THE STATION, JOHNSTON EAGLE BATTERY COMPANY MAST, IS THE TOP
 LW2703'CENTER OF A TRIANGULAR SHAPED MAST AND IS ABOUT 125 FEET IN HEIGHT.
 LW2703'
 LW2703'THE STATION IS LOCATED 0.15 MILE WEST OF THE INTERSECTION OF
 LW2703'GROTON STREET AND HEATH STREET ON GROTON STREET IN WEST CENTER
 LW2703'OF JOHNSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3012 ***********************************************************************
 LW3012  DESIGNATION -  JUMPING HILL USE 1909
 LW3012  PID         -  LW3012
 LW3012  STATE/COUNTY-  RI/WASHINGTON
 LW3012  USGS QUAD   -  KINGSTON (1975)
 LW3012
 LW3012                         *CURRENT SURVEY CONTROL
 LW3012  ___________________________________________________________________
 LW3012* NAD 83(1996)-  41 24 12.50813(N)    071 30 44.21086(W)     ADJUSTED  
 LW3012* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LW3012  ___________________________________________________________________
 LW3012  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 LW3012  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW3012
 LW3012  HORZ ORDER  -  THIRD
 LW3012
 LW3012.The horizontal coordinates were established by classical geodetic methods
 LW3012.and adjusted by the National Geodetic Survey in August 1998..
 LW3012
 LW3012.The orthometric height was scaled from a topographic map.
 LW3012
 LW3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3012
 LW3012.The geoid height was determined by GEOID03.
 LW3012
 LW3012;                    North         East     Units Scale Factor Converg.
 LW3012;SPC RI       -    35,554.283    98,973.086   MT  0.99999376   -0 00 29.2
 LW3012;SPC RI       -   116,647.68    324,714.20   sFT  0.99999376   -0 00 29.2
 LW3012;UTM  19      - 4,586,594.083   289,998.482   MT  1.00014276   -1 39 43.6
 LW3012
 LW3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3012!SPC RI       -   1.00000245  x   0.99999376  =   0.99999621
 LW3012!UTM  19      -   1.00000245  x   1.00014276  =   1.00014521
 LW3012
 LW3012:                Primary Azimuth Mark                     Grid Az
 LW3012:SPC RI       -  MEETINGHOUSE HILL 2 RESET                033 29 16.3
 LW3012:UTM  19      -  MEETINGHOUSE HILL 2 RESET                035 08 30.7
 LW3012
 LW3012|---------------------------------------------------------------------|
 LW3012| PID    Reference Object                     Distance      Geod. Az  |
 LW3012|                                                           dddmmss.s |
 LW3012| LW0683 MEETINGHOUSE HILL 2 RESET           APPROX. 5.6 KM 0332847.1 |
 LW3012|---------------------------------------------------------------------|
 LW3012
 LW3012                          SUPERSEDED SURVEY CONTROL
 LW3012
 LW3012  NAD 83(1996)-  41 24 12.50718(N)    071 30 44.20985(W) AD(       ) 3
 LW3012  NAD 83(1992)-  41 24 12.50673(N)    071 30 44.21014(W) AD(       ) 3
 LW3012  NAD 83(1992)-  41 24 12.50554(N)    071 30 44.21003(W) AD(       ) 3
 LW3012  NAD 83(1986)-  41 24 12.50514(N)    071 30 44.20963(W) AD(       ) 3
 LW3012  NAD 27      -  41 24 12.14000(N)    071 30 45.98900(W) AD(       ) 3
 LW3012
 LW3012.Superseded values are not recommended for survey control.
 LW3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3012.See file dsdata.txt to determine how the superseded data were derived.
 LW3012
 LW3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8999886594(NAD 83)
 LW3012_MARKER: DD = SURVEY DISK
 LW3012_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW3012_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW3012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3012
 LW3012  HISTORY     - Date     Condition        Report By
 LW3012  HISTORY     - 1909     MONUMENTED       USE
 LW3012  HISTORY     - 1912     GOOD             CGS
 LW3012  HISTORY     - 1934     GOOD             RIGS
 LW3012  HISTORY     - 1943     SEE DESCRIPTION  CGS
 LW3012  HISTORY     - 1949     MARK NOT FOUND   CGS
 LW3012
 LW3012                          STATION DESCRIPTION
 LW3012
 LW3012'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW3012'STATION IS ON THE SUMMIT OF A PROMINENT HILL ON THE W SIDE OF
 LW3012'POINT JUDITH POND, ABOUT 2 MILES TO THE NORTHWARD OF THE SHORE
 LW3012'END OF THE WEST BREAKWATER OF THE HARBOR OF REFUGE, ON LAND
 LW3012'BELONGING TO WILLIAM C. GREEN, AND 1.35 METERS (4.43 FEET) IN
 LW3012'FRONT OF THE PORCH OF A SMALL ONE-STORY HOUSE.  THE STATION IS
 LW3012'ON THE EDGE OF THE HIGH BLUFF FORMED BY THE EROSION OF THE E
 LW3012'SIDE OF THE HILL AND IS MARKED BY A STANDARD DISK SET IN
 LW3012'CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN
 LW3012'THE GROUND.  THE DISK HAS THE ADDED INSCRIPTION
 LW3012'ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A.  A REFERENCE
 LW3012'MARK IS AT THE W END OF THE HOUSE WHERE THE NW CORNER OF THE
 LW3012'PORCH JOINS IT, 8.36 METERS (27.43 FEET) TO THE WESTWARD OF THE
 LW3012'STATION.
 LW3012
 LW3012                          STATION RECOVERY (1934)
 LW3012
 LW3012'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3012'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION
 LW3012'AND AS DESCRIBED, EXCEPT THAT THE DISTANCE BETWEEN STATION AND
 LW3012'REFERENCE DISK IS ABOUT 21.0 FEET.  (PROBABLY THE 8.36 METERS
 LW3012'SHOULD HAVE BEEN 6.38 METERS.)
 LW3012'
 LW3012'THE SMALL ONE-STORY HOUSE IS AT PRESENT PAINTED RED.
 LW3012'
 LW3012'THE DIRT ROAD LEADING TO THIS STATION BRANCHES OFF THE POST
 LW3012'ROAD (U.S. ROUTE 1) TO THE SE AT A POINT 2.3 MILES SW OF THE
 LW3012'CORNER OF MAIN AND HIGH STREETS, WAKEFIELD.
 LW3012
 LW3012                          STATION RECOVERY (1943)
 LW3012
 LW3012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW3012'LETTER OF MR. HENRY A. PEARCE, R.F.D. BOX 59, WAKEFIELD, RHODE
 LW3012'ISLAND, DATED DECEMBER 5, 1943--
 LW3012'
 LW3012'MONUMENT WAS PICKED UP ON THE W SHORE OF POINT JUDITH POND,
 LW3012'SOUTH KINGSTOWN.  THIS MARKER HAD APPARENTLY FALLEN FROM AN
 LW3012'EMBANKMENT DUE TO SOIL EROSION AND HAD BEEN LOCATED ABOUT 1
 LW3012'MI. N OF POINT JUDITH BREECHWAY.
 LW3012'
 LW3012'NOTE--TRIANGULATION STATION DISK (UNSTAMPED) RECEIVED
 LW3012'1/11/44.  THIS STATION IS THE ONLY ONE THAT FALLS ON THE W SHORE
 LW3012'OF POINT JUDITH POND AND IS APPARENTLY THE STATION DESCRIBED,
 LW3012'ALTHOUGH NO NAME OF STATION WAS MENTIONED IN LETTER OR SHOWN ON
 LW3012'STATION DISK.
 LW3012
 LW3012                          STATION RECOVERY (1949)
 LW3012
 LW3012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 LW3012'STATION AND REFERENCE MARK WERE SEARCHED FOR BUT COULD NOT BE
 LW3012'FOUND.  IN VIEW OF RECOVERY NOTE OF 1943, AND THE APPARENT
 LW3012'RELOCATION OF BUILDING AT THIS GEOGRAPHIC POSITION, IT IS
 LW3012'RECOMMENDED THAT THIS STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0203 ***********************************************************************
 LW0203  DESIGNATION -  K 1
 LW0203  PID         -  LW0203
 LW0203  STATE/COUNTY-  RI/PROVIDENCE
 LW0203  USGS QUAD   -  EAST GREENWICH (1975)
 LW0203
 LW0203                         *CURRENT SURVEY CONTROL
 LW0203  ___________________________________________________________________
 LW0203* NAD 83(1986)-  41 44 52.     (N)    071 27 28.     (W)     SCALED    
 LW0203* NAVD 88     -        22.863  (meters)      75.01   (feet)  ADJUSTED  
 LW0203  ___________________________________________________________________
 LW0203  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW0203  DYNAMIC HT  -          22.855 (meters)      74.98  (feet)  COMP
 LW0203  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 LW0203
 LW0203  VERT ORDER  -  FIRST     CLASS II
 LW0203
 LW0203.The horizontal coordinates were scaled from a topographic map and have
 LW0203.an estimated accuracy of +/- 6 seconds.
 LW0203
 LW0203.The orthometric height was determined by differential leveling
 LW0203.and adjusted by the National Geodetic Survey in June 1991..
 LW0203
 LW0203.The geoid height was determined by GEOID03.
 LW0203
 LW0203.The dynamic height is computed by dividing the NAVD 88
 LW0203.geopotential number by the normal gravity value computed on the
 LW0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0203.degrees latitude (g = 980.6199 gals.).
 LW0203
 LW0203.The modeled gravity was interpolated from observed gravity values.
 LW0203
 LW0203;                    North         East    Units  Estimated Accuracy
 LW0203;SPC RI       -    73,800.      103,510.      MT  (+/- 180 meters Scaled)
 LW0203
 LW0203                          SUPERSEDED SURVEY CONTROL
 LW0203
 LW0203  NGVD 29 (??/??/92)   23.114  (m)           75.83   (f) ADJ UNCH    1 2
 LW0203
 LW0203.Superseded values are not recommended for survey control.
 LW0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0203.See file dsdata.txt to determine how the superseded data were derived.
 LW0203
 LW0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG956246(NAD 83)
 LW0203_MARKER: DB = BENCH MARK DISK
 LW0203_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0203_SP_SET: UNSPECIFIED ROCK
 LW0203_STAMPING: ELEV 75.833 FT
 LW0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0203
 LW0203  HISTORY     - Date     Condition        Report By
 LW0203  HISTORY     - UNK      MONUMENTED       CGS
 LW0203  HISTORY     - 1923     GOOD             NGS
 LW0203
 LW0203                          STATION DESCRIPTION
 LW0203
 LW0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LW0203'2.5 MI SW FROM CRANSTON.
 LW0203'2-1/2 MILES SOUTHWEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0203'RR FROM THE STATION AT CRANSTON, PROVIDENCE COUNTY, ABOUT
 LW0203'1/2 MILE SOUTHWEST OF HIGHWAY CROSSING 7.43 AT SOCKANOSSET AVE.,
 LW0203'ABOUT 1/4 MILE NORTH OF A BRIDGE OVER THE TRACKS AT PONTIAC
 LW0203'AVE., 34 RAILS SOUTHWEST OF A WHISTLE POST ON THE NORTHWEST
 LW0203'SIDE OF THE TRACKS, 10 RAILS NORTHEAST OF A PRIVATE CROSSING
 LW0203'USED BY THE RHODE ISLAND STATE PRISON, OPPOSITE A SIDING USED
 LW0203'BY THE RHODE ISLAND STATE PRISON BUILDINGS, 19 FEET NORTHWEST
 LW0203'OF THE NORTHWEST RAIL ON THE OUTSIDE OF A CURVE, 3 FEET SOUTHEAST
 LW0203'OF THE FENCE ALONG THE NORTHWEST SIDE OF THE RIGHT-OF-WAY, IN
 LW0203'THE TOP OF A ROCK WHICH IS NOT AS CONSPICIOUS AS SEVERAL OTHER
 LW0203'ROCKS IN THE LOCALITY, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 LW0203'A STANDARD DISK, STAMPED ELEV 75.833 FT K 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0170 ***********************************************************************
 LW0170  DESIGNATION -  K 16
 LW0170  PID         -  LW0170
 LW0170  STATE/COUNTY-  RI/PROVIDENCE
 LW0170  USGS QUAD   -  PROVIDENCE (1975)
 LW0170
 LW0170                         *CURRENT SURVEY CONTROL
 LW0170  ___________________________________________________________________
 LW0170* NAD 83(1986)-  41 52 21.     (N)    071 23 01.     (W)     SCALED    
 LW0170* NAVD 88     -        13.682  (meters)      44.89   (feet)  ADJUSTED  
 LW0170  ___________________________________________________________________
 LW0170  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LW0170  DYNAMIC HT  -          13.678 (meters)      44.88  (feet)  COMP
 LW0170  MODELED GRAV-     980,327.0   (mgal)                       NAVD 88
 LW0170
 LW0170  VERT ORDER  -  FIRST     CLASS II
 LW0170
 LW0170.The horizontal coordinates were scaled from a topographic map and have
 LW0170.an estimated accuracy of +/- 6 seconds.
 LW0170
 LW0170.The orthometric height was determined by differential leveling
 LW0170.and adjusted by the National Geodetic Survey in June 1991..
 LW0170
 LW0170.The geoid height was determined by GEOID03.
 LW0170
 LW0170.The dynamic height is computed by dividing the NAVD 88
 LW0170.geopotential number by the normal gravity value computed on the
 LW0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0170.degrees latitude (g = 980.6199 gals.).
 LW0170
 LW0170.The modeled gravity was interpolated from observed gravity values.
 LW0170
 LW0170;                    North         East    Units  Estimated Accuracy
 LW0170;SPC RI       -    87,650.      109,660.      MT  (+/- 180 meters Scaled)
 LW0170
 LW0170                          SUPERSEDED SURVEY CONTROL
 LW0170
 LW0170  NGVD 29 (??/??/92)   13.927  (m)           45.69   (f) ADJ UNCH    1 2
 LW0170
 LW0170.Superseded values are not recommended for survey control.
 LW0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0170.See file dsdata.txt to determine how the superseded data were derived.
 LW0170
 LW0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG021383(NAD 83)
 LW0170_MARKER: DB = BENCH MARK DISK
 LW0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0170_SP_SET: ABUTMENT
 LW0170_STAMPING: K 16 1965
 LW0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0170
 LW0170  HISTORY     - Date     Condition        Report By
 LW0170  HISTORY     - 1965     MONUMENTED       CGS
 LW0170  HISTORY     - 1969     GOOD             NGS
 LW0170
 LW0170                          STATION DESCRIPTION
 LW0170
 LW0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0170'AT PAWTUCKET.
 LW0170'AT PAWTUCKET, NEAR THE JUNCTION OF DIVISION STREET AND RIVER
 LW0170'STREET, SET IN THE TOP OF THE SOUTH END OF THE EAST STONE
 LW0170'ABUTMENT OF THE DIVISION STREET BRIDGE OVER BLACK STONE RIVER,
 LW0170'8 FEET SOUTH OF THE SOUTH CURB OF DIVISION STREET, 0.6 FOOT
 LW0170'NORTH OF THE SOUTH END OF THE ABUTMENT AND ABOUT LEVEL WITH THE
 LW0170'STREET.
 LW0170
 LW0170                          STATION RECOVERY (1969)
 LW0170
 LW0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5220 ***********************************************************************
 LW5220  DESIGNATION -  K 16 RESET
 LW5220  PID         -  LW5220
 LW5220  STATE/COUNTY-  RI/PROVIDENCE
 LW5220  USGS QUAD   -  PROVIDENCE (1975)
 LW5220
 LW5220                         *CURRENT SURVEY CONTROL
 LW5220  ___________________________________________________________________
 LW5220* NAD 83(1986)-  41 52 24.     (N)    071 22 58.     (W)     SCALED    
 LW5220* NAVD 88     -        13.700  (meters)      44.95   (feet)  ADJUSTED  
 LW5220  ___________________________________________________________________
 LW5220  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LW5220  DYNAMIC HT  -          13.696 (meters)      44.93  (feet)  COMP
 LW5220  MODELED GRAV-     980,327.1   (mgal)                       NAVD 88
 LW5220
 LW5220  VERT ORDER  -  SECOND    CLASS II
 LW5220
 LW5220.The horizontal coordinates were scaled from a topographic map and have
 LW5220.an estimated accuracy of +/- 6 seconds.
 LW5220
 LW5220.The orthometric height was determined by differential leveling
 LW5220.and adjusted by the National Geodetic Survey in June 1991..
 LW5220
 LW5220.The geoid height was determined by GEOID03.
 LW5220
 LW5220.The dynamic height is computed by dividing the NAVD 88
 LW5220.geopotential number by the normal gravity value computed on the
 LW5220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5220.degrees latitude (g = 980.6199 gals.).
 LW5220
 LW5220.The modeled gravity was interpolated from observed gravity values.
 LW5220
 LW5220;                    North         East    Units  Estimated Accuracy
 LW5220;SPC RI       -    87,750.      109,730.      MT  (+/- 180 meters Scaled)
 LW5220
 LW5220                          SUPERSEDED SURVEY CONTROL
 LW5220
 LW5220.No superseded survey control is available for this station.
 LW5220
 LW5220_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG022384(NAD 83)
 LW5220_MARKER: DB = BENCH MARK DISK
 LW5220_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW5220_SP_SET: GRANITE POST
 LW5220_STAMPING: K 16 RESET 1984
 LW5220_MARK LOGO: NGS   
 LW5220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5220+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 LW5220
 LW5220  HISTORY     - Date     Condition        Report By
 LW5220  HISTORY     - 1984     MONUMENTED       NGS
 LW5220  HISTORY     - 1986     GOOD             RIGS
 LW5220  HISTORY     - 20050504 GOOD             USPSQD
 LW5220
 LW5220                          STATION DESCRIPTION
 LW5220
 LW5220'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5220'IN PAWTUCKET.
 LW5220'IN PAWTUCKET, AT THE INTERSECTION OF DIVISION AND WATER STREETS, NEAR
 LW5220'THE NORTHWEST STREET CORNER, SET IN THE CENTER OF THE TOP OF A CITY
 LW5220'OF PAWTUCKET GRANITE ROADWAY MARKER, 10.5 METERS (34.5 FEET)
 LW5220'SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE-STORY CONCRETE BUILDING,
 LW5220'6.9 METERS (22.7 FEET) NORTHWEST OF A METAL SIGNAL LIGHT POLE, 1.6
 LW5220'METERS (5.3 FEET) SOUTHWEST OF A METAL STREET LIGHT POLE, ABOUT 6
 LW5220'INCHES ABOVE THE ROAD SURFACE, AND FLUSH WITH THE CONCRETE SIDEWALK
 LW5220'SURFACE.
 LW5220
 LW5220                          STATION RECOVERY (2005)
 LW5220
 LW5220'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW5220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0095 ***********************************************************************
 LW0095  DESIGNATION -  K 17
 LW0095  PID         -  LW0095
 LW0095  STATE/COUNTY-  RI/WASHINGTON
 LW0095  USGS QUAD   -  WICKFORD (1995)
 LW0095
 LW0095                         *CURRENT SURVEY CONTROL
 LW0095  ___________________________________________________________________
 LW0095* NAD 83(1986)-  41 35 35.     (N)    071 24 47.     (W)     SCALED    
 LW0095* NAVD 88     -         3.706  (meters)      12.16   (feet)  ADJUSTED  
 LW0095  ___________________________________________________________________
 LW0095  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW0095  DYNAMIC HT  -           3.705 (meters)      12.16  (feet)  COMP
 LW0095  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 LW0095
 LW0095  VERT ORDER  -  FIRST     CLASS I
 LW0095
 LW0095.This mark is at Quonset State Airport (OQU)
 LW0095
 LW0095.The horizontal coordinates were scaled from a topographic map and have
 LW0095.an estimated accuracy of +/- 6 seconds.
 LW0095
 LW0095.The orthometric height was determined by differential leveling
 LW0095.and adjusted by the National Geodetic Survey in June 1991..
 LW0095
 LW0095.The geoid height was determined by GEOID03.
 LW0095
 LW0095.The dynamic height is computed by dividing the NAVD 88
 LW0095.geopotential number by the normal gravity value computed on the
 LW0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0095.degrees latitude (g = 980.6199 gals.).
 LW0095
 LW0095.The modeled gravity was interpolated from observed gravity values.
 LW0095
 LW0095;                    North         East    Units  Estimated Accuracy
 LW0095;SPC RI       -    56,610.      107,250.      MT  (+/- 180 meters Scaled)
 LW0095
 LW0095                          SUPERSEDED SURVEY CONTROL
 LW0095
 LW0095  NGVD 29 (??/??/92)    3.972  (m)           13.03   (f) ADJ UNCH    1 1
 LW0095
 LW0095.Superseded values are not recommended for survey control.
 LW0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0095.See file dsdata.txt to determine how the superseded data were derived.
 LW0095
 LW0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG988074(NAD 83)
 LW0095_MARKER: DB = BENCH MARK DISK
 LW0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0095_SP_SET: BUILDING
 LW0095_STAMPING: K 17 1965
 LW0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0095+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW0095
 LW0095  HISTORY     - Date     Condition        Report By
 LW0095  HISTORY     - 1965     MONUMENTED       CGS
 LW0095  HISTORY     - 1987     GOOD             USPSQD
 LW0095  HISTORY     - 1989     GOOD             USPSQD
 LW0095  HISTORY     - 20011015 GOOD             USPSQD
 LW0095  HISTORY     - 20040420 GOOD             USPSQD
 LW0095  HISTORY     - 20060630 GOOD             USPSQD
 LW0095
 LW0095                          STATION DESCRIPTION
 LW0095
 LW0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0095'AT QUONSET POINT NAS.
 LW0095'AT THE QUONSET POINT NAVAL AIR STATION, SET VERTICALLY IN THE
 LW0095'SOUTH FACE OF OPERATIONS BUILDING NO. 61, 1.9 FEET EAST OF
 LW0095'THE SOUTHWEST CORNER OF THE BUILDING AND 1.8 FEET ABOVE THE
 LW0095'LEVEL OF THE SIDEWALK.
 LW0095
 LW0095                          STATION RECOVERY (1987)
 LW0095
 LW0095'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0095'RECOVERED IN GOOD CONDITION.
 LW0095
 LW0095                          STATION RECOVERY (1989)
 LW0095
 LW0095'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0095'RECOVERED IN GOOD CONDITION.
 LW0095
 LW0095                          STATION RECOVERY (2001)
 LW0095
 LW0095'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0095'RECOVERED IN GOOD CONDITION.
 LW0095
 LW0095                          STATION RECOVERY (2004)
 LW0095
 LW0095'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0095'RECOVERED IN GOOD CONDITION.
 LW0095
 LW0095                          STATION RECOVERY (2006)
 LW0095
 LW0095'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0753 ***********************************************************************
 LW0753  DESIGNATION -  K 18
 LW0753  PID         -  LW0753
 LW0753  STATE/COUNTY-  RI/WASHINGTON
 LW0753  USGS QUAD   -  ASHAWAY (1984)
 LW0753
 LW0753                         *CURRENT SURVEY CONTROL
 LW0753  ___________________________________________________________________
 LW0753* NAD 83(1986)-  41 23 04.     (N)    071 47 34.     (W)     SCALED    
 LW0753* NAVD 88     -        10.915  (meters)      35.81   (feet)  ADJUSTED  
 LW0753  ___________________________________________________________________
 LW0753  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LW0753  DYNAMIC HT  -          10.911 (meters)      35.80  (feet)  COMP
 LW0753  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LW0753
 LW0753  VERT ORDER  -  FIRST     CLASS I
 LW0753
 LW0753.The horizontal coordinates were scaled from a topographic map and have
 LW0753.an estimated accuracy of +/- 6 seconds.
 LW0753
 LW0753.The orthometric height was determined by differential leveling
 LW0753.and adjusted by the National Geodetic Survey in June 1991..
 LW0753
 LW0753.The geoid height was determined by GEOID03.
 LW0753
 LW0753.The dynamic height is computed by dividing the NAVD 88
 LW0753.geopotential number by the normal gravity value computed on the
 LW0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0753.degrees latitude (g = 980.6199 gals.).
 LW0753
 LW0753.The modeled gravity was interpolated from observed gravity values.
 LW0753
 LW0753;                    North         East    Units  Estimated Accuracy
 LW0753;SPC RI       -    33,480.       75,510.      MT  (+/- 180 meters Scaled)
 LW0753
 LW0753                          SUPERSEDED SURVEY CONTROL
 LW0753
 LW0753  NGVD 29 (??/??/92)   11.195  (m)           36.73   (f) ADJ UNCH    1 1
 LW0753
 LW0753.Superseded values are not recommended for survey control.
 LW0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0753.See file dsdata.txt to determine how the superseded data were derived.
 LW0753
 LW0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF664852(NAD 83)
 LW0753_MARKER: DB = BENCH MARK DISK
 LW0753_SETTING: 66 = SET IN ROCK OUTCROP
 LW0753_SP_SET: BEDROCK
 LW0753_STAMPING: K 18 1965
 LW0753_MARK LOGO: CGS   
 LW0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0753+STABILITY: POSITION/ELEVATION WELL
 LW0753
 LW0753  HISTORY     - Date     Condition        Report By
 LW0753  HISTORY     - 1965     MONUMENTED       CGS
 LW0753  HISTORY     - 1984     GOOD             USPSQD
 LW0753  HISTORY     - 1987     GOOD             RIGS
 LW0753  HISTORY     - 1988     GOOD             USPSQD
 LW0753  HISTORY     - 1988     GOOD             USPSQD
 LW0753  HISTORY     - 1989     GOOD             USPSQD
 LW0753  HISTORY     - 1990     GOOD             USPSQD
 LW0753
 LW0753                          STATION DESCRIPTION
 LW0753
 LW0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0753'1.8 MI E FROM WESTERLY.
 LW0753'ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 LW0753'OF STATE HIGHWAY 3 AT WESTERLY, AT THE OUTSIDE AND NEAR THE WEST
 LW0753'END OF A CURVE IN THE HIGHWAY, SET ON THE TOP OF A LARGE FLAT
 LW0753'MASS OF EXPOSED BEDROCK, ACROSS THE HIGHWAY FROM A TWO-STORIED
 LW0753'FRAME HOUSE, 25 FEET NORTH OF THE CENTER OF THE JUNCTION OF THE
 LW0753'HIGHWAY AND A DRIVEWAY LEADING SOUTH TO HOUSE, 45 FEET NORTH OF
 LW0753'AND ACROSS THE HIGHWAY FROM POWER LINE POLE 1713, 32 FEET EAST
 LW0753'OF THE CENTER LINE OF A DIM ROAD LEADING NORTH TO THE PENN
 LW0753'CENTRAL RAILROAD, 5.8 FEET SOUTHEAST OF BENCH MARK  383 (RIBPR)
 LW0753'DESCRIBED, ABOUT 7 FEET WEST OF THE EXTENDED CENTER LINE OF THE
 LW0753'DRIVEWAY LEADING SOUTH AND LEVEL WITH THE HIGHWAY.
 LW0753
 LW0753                          STATION RECOVERY (1984)
 LW0753
 LW0753'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0753'RECOVERED IN GOOD CONDITION.
 LW0753
 LW0753                          STATION RECOVERY (1987)
 LW0753
 LW0753'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0753'RECOVERED IN GOOD CONDITION.
 LW0753
 LW0753                          STATION RECOVERY (1988)
 LW0753
 LW0753'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0753'RECOVERED IN GOOD CONDITION.
 LW0753
 LW0753                          STATION RECOVERY (1988)
 LW0753
 LW0753'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0753'RECOVERED IN GOOD CONDITION.
 LW0753
 LW0753                          STATION RECOVERY (1989)
 LW0753
 LW0753'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0753'RECOVERED IN GOOD CONDITION.
 LW0753
 LW0753                          STATION RECOVERY (1990)
 LW0753
 LW0753'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0960 ***********************************************************************
 LW0960  DESIGNATION -  K 19
 LW0960  PID         -  LW0960
 LW0960  STATE/COUNTY-  RI/WASHINGTON
 LW0960  USGS QUAD   -  CAROLINA (1970)
 LW0960
 LW0960                         *CURRENT SURVEY CONTROL
 LW0960  ___________________________________________________________________
 LW0960* NAD 83(1986)-  41 29 08.     (N)    071 43 57.     (W)     SCALED    
 LW0960* NAVD 88     -        42.114  (meters)     138.17   (feet)  ADJUSTED  
 LW0960  ___________________________________________________________________
 LW0960  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW0960  DYNAMIC HT  -          42.099 (meters)     138.12  (feet)  COMP
 LW0960  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 LW0960
 LW0960  VERT ORDER  -  SECOND    CLASS 0
 LW0960
 LW0960.The horizontal coordinates were scaled from a topographic map and have
 LW0960.an estimated accuracy of +/- 6 seconds.
 LW0960
 LW0960.The orthometric height was determined by differential leveling
 LW0960.and adjusted by the National Geodetic Survey in June 1991..
 LW0960
 LW0960.The geoid height was determined by GEOID03.
 LW0960
 LW0960.The dynamic height is computed by dividing the NAVD 88
 LW0960.geopotential number by the normal gravity value computed on the
 LW0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0960.degrees latitude (g = 980.6199 gals.).
 LW0960
 LW0960.The modeled gravity was interpolated from observed gravity values.
 LW0960
 LW0960;                    North         East    Units  Estimated Accuracy
 LW0960;SPC RI       -    44,700.       80,580.      MT  (+/- 180 meters Scaled)
 LW0960
 LW0960                          SUPERSEDED SURVEY CONTROL
 LW0960
 LW0960  NGVD 29 (??/??/92)   42.391  (m)          139.08   (f) ADJ UNCH    2 0
 LW0960
 LW0960.Superseded values are not recommended for survey control.
 LW0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0960.See file dsdata.txt to determine how the superseded data were derived.
 LW0960
 LW0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF718962(NAD 83)
 LW0960_MARKER: DB = BENCH MARK DISK
 LW0960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0960_SP_SET: OVERPASS
 LW0960_STAMPING: K 19 1969
 LW0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0960
 LW0960  HISTORY     - Date     Condition        Report By
 LW0960  HISTORY     - 1969     MONUMENTED       CGS
 LW0960  HISTORY     - 1984     GOOD             USPSQD
 LW0960  HISTORY     - 1988     GOOD             USPSQD
 LW0960  HISTORY     - 1989     GOOD             USPSQD
 LW0960  HISTORY     - 1990     GOOD             USPSQD
 LW0960
 LW0960                          STATION DESCRIPTION
 LW0960
 LW0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0960'5.8 MI NE FROM ASHAWAY.
 LW0960'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0960'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, THENCE 3.9 MILES
 LW0960'NORTHEAST ALONG INTERSTATE HIGHWAY 95, SET VERTICALLY IN THE
 LW0960'NORTHWEST FACE OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT
 LW0960'FOR THE CANONCHET ROAD OVERPASS OVER THE HIGHWAY, 44 1/2 FEET
 LW0960'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW0960'HIGHWAY, 10.7 FEET NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT,
 LW0960'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 4 FEET ABOVE
 LW0960'THE LEVEL OF THE HIGHWAY.
 LW0960
 LW0960                          STATION RECOVERY (1984)
 LW0960
 LW0960'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0960'RECOVERED IN GOOD CONDITION.
 LW0960
 LW0960                          STATION RECOVERY (1988)
 LW0960
 LW0960'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0960'RECOVERED IN GOOD CONDITION.
 LW0960
 LW0960                          STATION RECOVERY (1989)
 LW0960
 LW0960'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0960'RECOVERED IN GOOD CONDITION.
 LW0960
 LW0960                          STATION RECOVERY (1990)
 LW0960
 LW0960'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1401 ***********************************************************************
 LW1401  DESIGNATION -  K 20
 LW1401  PID         -  LW1401
 LW1401  STATE/COUNTY-  RI/WASHINGTON
 LW1401  USGS QUAD   -  HOPE VALLEY (1975)
 LW1401
 LW1401                         *CURRENT SURVEY CONTROL
 LW1401  ___________________________________________________________________
 LW1401* NAD 83(1986)-  41 35 23.     (N)    071 38 12.     (W)     SCALED    
 LW1401* NAVD 88     -       122.603  (meters)     402.24   (feet)  ADJUSTED  
 LW1401  ___________________________________________________________________
 LW1401  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LW1401  DYNAMIC HT  -         122.559 (meters)     402.10  (feet)  COMP
 LW1401  MODELED GRAV-     980,266.2   (mgal)                       NAVD 88
 LW1401
 LW1401  VERT ORDER  -  SECOND    CLASS 0
 LW1401
 LW1401.The horizontal coordinates were scaled from a topographic map and have
 LW1401.an estimated accuracy of +/- 6 seconds.
 LW1401
 LW1401.The orthometric height was determined by differential leveling
 LW1401.and adjusted by the National Geodetic Survey in June 1991..
 LW1401
 LW1401.The geoid height was determined by GEOID03.
 LW1401
 LW1401.The dynamic height is computed by dividing the NAVD 88
 LW1401.geopotential number by the normal gravity value computed on the
 LW1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1401.degrees latitude (g = 980.6199 gals.).
 LW1401
 LW1401.The modeled gravity was interpolated from observed gravity values.
 LW1401
 LW1401;                    North         East    Units  Estimated Accuracy
 LW1401;SPC RI       -    56,250.       88,610.      MT  (+/- 180 meters Scaled)
 LW1401
 LW1401                          SUPERSEDED SURVEY CONTROL
 LW1401
 LW1401  NGVD 29 (??/??/92)  122.859  (m)          403.08   (f) ADJ UNCH    2 0
 LW1401
 LW1401.Superseded values are not recommended for survey control.
 LW1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1401.See file dsdata.txt to determine how the superseded data were derived.
 LW1401
 LW1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG802075(NAD 83)
 LW1401_MARKER: DB = BENCH MARK DISK
 LW1401_SETTING: 66 = SET IN ROCK OUTCROP
 LW1401_SP_SET: ROCK LEDGE
 LW1401_STAMPING: K 20 1969
 LW1401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1401+STABILITY: POSITION/ELEVATION WELL
 LW1401
 LW1401  HISTORY     - Date     Condition        Report By
 LW1401  HISTORY     - 1969     MONUMENTED       CGS
 LW1401  HISTORY     - 1986     GOOD             USPSQD
 LW1401  HISTORY     - 1988     GOOD             USPSQD
 LW1401  HISTORY     - 1988     GOOD             USPSQD
 LW1401  HISTORY     - 1989     GOOD             USPSQD
 LW1401  HISTORY     - 19901121 GOOD             USPSQD
 LW1401  HISTORY     - 19971001 GOOD             USPSQD
 LW1401
 LW1401                          STATION DESCRIPTION
 LW1401
 LW1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1401'4.4 MI W FROM EXETER.
 LW1401'ABOUT 4.35 MILES WEST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1401'HILL BAPTIST CHURCH AT EXETER, ABOUT 0.7 MILE SOUTHEAST OF
 LW1401'THE SOUTH JUNCTION OF STATE HIGHWAY 3, ON THE SOUTHEAST SLOPE
 LW1401'AND NEAR THE FOOT OF A HILL, SET IN THE TOP OF A ROCK LEDGE WHICH
 LW1401'IS ABOUT 6 FEET LONG-2 1/2 FEET HIGH WITH AN OVERHANG AT THE
 LW1401'NORTHWEST END, 150 FEET NORTHWEST OF THE JUNCTION OF A PRIVATE
 LW1401'ROAD LEADING NORTHEAST, 21 1/2 FEET SOUTHWEST OF THE CENTER LINE
 LW1401'OF THE HIGHWAY, 0.5 FOOT SOUTHWEST OF THE POINT OF THE LEDGE AND
 LW1401'3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1401
 LW1401                          STATION RECOVERY (1986)
 LW1401
 LW1401'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1401'RECOVERED IN GOOD CONDITION.
 LW1401
 LW1401                          STATION RECOVERY (1988)
 LW1401
 LW1401'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1401'RECOVERED IN GOOD CONDITION.
 LW1401
 LW1401                          STATION RECOVERY (1988)
 LW1401
 LW1401'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1401'RECOVERED IN GOOD CONDITION.
 LW1401
 LW1401                          STATION RECOVERY (1989)
 LW1401
 LW1401'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1401'RECOVERED IN GOOD CONDITION.
 LW1401
 LW1401                          STATION RECOVERY (1990)
 LW1401
 LW1401'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1401'RECOVERED IN GOOD CONDITION.
 LW1401
 LW1401                          STATION RECOVERY (1997)
 LW1401
 LW1401'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1350 ***********************************************************************
 LW1350  DESIGNATION -  K 21
 LW1350  PID         -  LW1350
 LW1350  STATE/COUNTY-  RI/KENT
 LW1350  USGS QUAD   -  CROMPTON (1995)
 LW1350
 LW1350                         *CURRENT SURVEY CONTROL
 LW1350  ___________________________________________________________________
 LW1350* NAD 83(1986)-  41 41 50.     (N)    071 33 29.     (W)     SCALED    
 LW1350* NAVD 88     -        89.770  (meters)     294.52   (feet)  ADJUSTED  
 LW1350  ___________________________________________________________________
 LW1350  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW1350  DYNAMIC HT  -          89.739 (meters)     294.42  (feet)  COMP
 LW1350  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 LW1350
 LW1350  VERT ORDER  -  SECOND    CLASS 0
 LW1350
 LW1350.The horizontal coordinates were scaled from a topographic map and have
 LW1350.an estimated accuracy of +/- 6 seconds.
 LW1350
 LW1350.The orthometric height was determined by differential leveling
 LW1350.and adjusted by the National Geodetic Survey in June 1991..
 LW1350
 LW1350.The geoid height was determined by GEOID03.
 LW1350
 LW1350.The dynamic height is computed by dividing the NAVD 88
 LW1350.geopotential number by the normal gravity value computed on the
 LW1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1350.degrees latitude (g = 980.6199 gals.).
 LW1350
 LW1350.The modeled gravity was interpolated from observed gravity values.
 LW1350
 LW1350;                    North         East    Units  Estimated Accuracy
 LW1350;SPC RI       -    68,180.       95,170.      MT  (+/- 180 meters Scaled)
 LW1350
 LW1350                          SUPERSEDED SURVEY CONTROL
 LW1350
 LW1350  NGVD 29 (??/??/92)   90.017  (m)          295.33   (f) ADJ UNCH    2 0
 LW1350
 LW1350.Superseded values are not recommended for survey control.
 LW1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1350.See file dsdata.txt to determine how the superseded data were derived.
 LW1350
 LW1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG871193(NAD 83)
 LW1350_MARKER: DB = BENCH MARK DISK
 LW1350_SETTING: 80 = SET IN A BOULDER
 LW1350_SP_SET: BOULDER
 LW1350_STAMPING: K 21 1969
 LW1350_MARK LOGO: CGS   
 LW1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1350+STABILITY: SURFACE MOTION
 LW1350
 LW1350  HISTORY     - Date     Condition        Report By
 LW1350  HISTORY     - 1969     MONUMENTED       CGS
 LW1350  HISTORY     - 1987     GOOD             USPSQD
 LW1350  HISTORY     - 1988     GOOD             USPSQD
 LW1350  HISTORY     - 19880523 GOOD             RIGS
 LW1350
 LW1350                          STATION DESCRIPTION
 LW1350
 LW1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1350'AT ANTHONY.
 LW1350'AT ANTHONY, ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 116 FROM
 LW1350'THE JUNCTION OF STATE HIGHWAYS 117 AND 33, ABOUT 30 FEET SOUTH
 LW1350'OF THE EAST CORNER OF A LARGE BOULDER, SET IN THE TOP OF A LARGE
 LW1350'IMBEDDED BOULDER WHICH IS 3 FEET LONG AND 2 1/2 FEET WIDE, 31
 LW1350'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 LW1350'NORTHEAST OF THE CENTER LINE OF A DRIVEWAY LEADING TO A HOUSE AT
 LW1350'NO. 134, 2.6 FEET SOUTHEAST OF A FENCE LINE, AND ABOUT 2 FEET
 LW1350'ABOVE THE LEVEL OF THE HIGHWAY.
 LW1350
 LW1350                          STATION RECOVERY (1987)
 LW1350
 LW1350'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1350'RECOVERED IN GOOD CONDITION.
 LW1350
 LW1350                          STATION RECOVERY (1988)
 LW1350
 LW1350'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1350'RECOVERED IN GOOD CONDITION.
 LW1350
 LW1350                          STATION RECOVERY (1988)
 LW1350
 LW1350'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5616 ***********************************************************************
 LW5616  DESIGNATION -  K 21 RESET
 LW5616  PID         -  LW5616
 LW5616  STATE/COUNTY-  RI/KENT
 LW5616  USGS QUAD   -  CROMPTON (1995)
 LW5616
 LW5616                         *CURRENT SURVEY CONTROL
 LW5616  ___________________________________________________________________
 LW5616* NAD 83(1986)-  41 41 50.     (N)    071 33 29.     (W)     SCALED    
 LW5616* NAVD 88     -        90.34   (meters)     296.4    (feet)  RESET     
 LW5616  ___________________________________________________________________
 LW5616  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW5616
 LW5616  VERT ORDER  -  THIRD
 LW5616
 LW5616.The horizontal coordinates were scaled from a topographic map and have
 LW5616.an estimated accuracy of +/- 6 seconds.
 LW5616
 LW5616.The orthometric height was computed from unverified reset data.
 LW5616.No vertical observational check was made to the station.
 LW5616
 LW5616.The geoid height was determined by GEOID03.
 LW5616
 LW5616;                    North         East    Units  Estimated Accuracy
 LW5616;SPC RI       -    68,180.       95,170.      MT  (+/- 180 meters Scaled)
 LW5616
 LW5616                          SUPERSEDED SURVEY CONTROL
 LW5616
 LW5616  NGVD 29 (11/21/01)   90.59   (m)          297.2    (f) RESET       3  
 LW5616
 LW5616.Superseded values are not recommended for survey control.
 LW5616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5616.See file dsdata.txt to determine how the superseded data were derived.
 LW5616
 LW5616_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG871193(NAD 83)
 LW5616_MARKER: DD = SURVEY DISK
 LW5616_SETTING: 80 = SET IN A BOULDER
 LW5616_SP_SET: BOULDER
 LW5616_STAMPING: K 21 RESET 1988
 LW5616_MARK LOGO: NGS   
 LW5616_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5616+STABILITY: SURFACE MOTION
 LW5616
 LW5616  HISTORY     - Date     Condition        Report By
 LW5616  HISTORY     - 1988     MONUMENTED       RIGS
 LW5616
 LW5616                          STATION DESCRIPTION
 LW5616
 LW5616'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5616'IN ANTHONY, 0.72 KM (0.45 MI) NORTH ALONG STATE ROUTE 116 FROM THE
 LW5616'JUNCTION OF STATE ROUTES 117 AND 33.  IT IS SET INTO THE TOP OF A 10
 LW5616'X 7 X 3 FT HIGH BOULDER, 17.5 M (57.4 FT) EAST SOUTHEAST OF THE
 LW5616'CENTERLINE OF STATE ROUTE 116, 16.6 M (54.5 FT) SOUTH OF A UTILITY
 LW5616'POLE WITH A LIGHT (NO POLE NUMBER), 4.1 M (13.5 FT) NORTHEAST OF THE
 LW5616'NORTHWEST CORNER OF HOUSE NUMBER 137 ON ROUTE 116, THE STATION IS
 LW5616'LEVEL WITH THE HIGHWAY.  NOTE K 21 RESET IS 47.80 M (156.8 FT)
 LW5616'NORTHEAST OF K 21 WHICH IS ON THE OPPOSITE SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0982 ***********************************************************************
 LW0982  DESIGNATION -  K 22
 LW0982  PID         -  LW0982
 LW0982  STATE/COUNTY-  RI/WASHINGTON
 LW0982  USGS QUAD   -  CAROLINA (1970)
 LW0982
 LW0982                         *CURRENT SURVEY CONTROL
 LW0982  ___________________________________________________________________
 LW0982* NAD 83(1986)-  41 23 12.     (N)    071 37 50.     (W)     SCALED    
 LW0982* NAVD 88     -        14.526  (meters)      47.66   (feet)  ADJUSTED  
 LW0982  ___________________________________________________________________
 LW0982  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LW0982  DYNAMIC HT  -          14.521 (meters)      47.64  (feet)  COMP
 LW0982  MODELED GRAV-     980,277.3   (mgal)                       NAVD 88
 LW0982
 LW0982  VERT ORDER  -  SECOND    CLASS 0
 LW0982
 LW0982.The horizontal coordinates were scaled from a topographic map and have
 LW0982.an estimated accuracy of +/- 6 seconds.
 LW0982
 LW0982.The orthometric height was determined by differential leveling
 LW0982.and adjusted by the National Geodetic Survey in June 1991..
 LW0982
 LW0982.The geoid height was determined by GEOID03.
 LW0982
 LW0982.The dynamic height is computed by dividing the NAVD 88
 LW0982.geopotential number by the normal gravity value computed on the
 LW0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0982.degrees latitude (g = 980.6199 gals.).
 LW0982
 LW0982.The modeled gravity was interpolated from observed gravity values.
 LW0982
 LW0982;                    North         East    Units  Estimated Accuracy
 LW0982;SPC RI       -    33,700.       89,080.      MT  (+/- 180 meters Scaled)
 LW0982
 LW0982                          SUPERSEDED SURVEY CONTROL
 LW0982
 LW0982  NGVD 29 (??/??/92)   14.808  (m)           48.58   (f) ADJ UNCH    2 0
 LW0982
 LW0982.Superseded values are not recommended for survey control.
 LW0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0982.See file dsdata.txt to determine how the superseded data were derived.
 LW0982
 LW0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF800850(NAD 83)
 LW0982_STAMPING: K 22
 LW0982_MARK LOGO: CGS   
 LW0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0982+STABILITY: SURFACE MOTION
 LW0982
 LW0982  HISTORY     - Date     Condition        Report By
 LW0982  HISTORY     - UNK      FIRST OBSERVED   RIBPR
 LW0982  HISTORY     - 1969     GOOD             NGS
 LW0982  HISTORY     - 1984     GOOD             USPSQD
 LW0982  HISTORY     - 19860606 GOOD             RIGS
 LW0982  HISTORY     - 1989     GOOD             USPSQD
 LW0982  HISTORY     - 1990     GOOD             USPSQD
 LW0982  HISTORY     - 19900606 GOOD             RIGS
 LW0982
 LW0982                          STATION DESCRIPTION
 LW0982
 LW0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0982'0.6 MI E FROM CHARLESTOWN.
 LW0982'ABOUT 0.65 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0982'STATE HIGHWAY 112 AND 2 AT CHARLESTOWN, 0.3 MILE SOUTHWEST OF
 LW0982'THE JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTH, BETWEEN THE
 LW0982'LANES OF THE HIGHWAY, SET ON THE TOP OF A CONCRETE BASE SUPPORTING
 LW0982'A SIGN CHARLESTOWN BEACH, 36 FEET NORTHWEST OF THE CENTER LINE
 LW0982'OF THE NORTHBOUND LANE OF THE HIGHWAY, 28 FEET SOUTHEAST OF THE
 LW0982'CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 52 FEET SOUTHEAST
 LW0982'OF THE CENTER LINE OF A CONNECTING ROAD, 161 FEET NORTH OF AND
 LW0982'ACROSS THE NORTHBOUND LANE OF THE HIGHWAY FROM CROSS RM 1
 LW0982'DESCRIBED, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- STAMPED BY
 LW0982'THIS PARTY.
 LW0982
 LW0982                          STATION RECOVERY (1984)
 LW0982
 LW0982'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0982'RECOVERED IN GOOD CONDITION.
 LW0982
 LW0982                          STATION RECOVERY (1986)
 LW0982
 LW0982'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW0982'RECOVERED AS DESCRIBED.
 LW0982
 LW0982                          STATION RECOVERY (1989)
 LW0982
 LW0982'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0982'RECOVERED IN GOOD CONDITION.
 LW0982
 LW0982                          STATION RECOVERY (1990)
 LW0982
 LW0982'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0982'RECOVERED IN GOOD CONDITION.
 LW0982
 LW0982                          STATION RECOVERY (1990)
 LW0982
 LW0982'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0982'ABOUT 0.65 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LW0982'HIGHWAY 112 AND 2 AT CHARLESTOWN, 0.3 MILE SOUTHWEST OF THE JUNCTION
 LW0982'OF A BLACK TOPPED ROAD LEADING SOUTH, BETWEEN THE LANES OF THE
 LW0982'HIGHWAY, SET ON THE TOP OF A CONCRETE BASE SUPPORTING A SIGN
 LW0982'CHARLESTOWN BEACH, 36 FEET NORTHWEST OF THE CENTER LINE OF THE
 LW0982'NORTHBOUND LANE OF THE HIGHWAY, 28 FEET SOUTHEAST OF THE CENTER LINE
 LW0982'OF THE SOUTHBOUND LANE OF THE HIGHWAY, 52 FEET SOUTHEAST OF THE
 LW0982'CENTER LINE OF A CONNECTING ROAD, 161 FEET NORTH OF AND ACROSS THE
 LW0982'NORTHBOUND LANE OF THE HIGHWAY FROM CROSS RM 1 DESCRIBED, AND ABOUT
 LW0982'LEVEL WITH THE HIGHWAY.  NOTE-- STAMPED BY THIS PARTY.  IN 1984 THIS
 LW0982'POINT WAS REPORTED BY USPSQD AS BEING IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0375 ***********************************************************************
 LW0375  DESIGNATION -  K 23
 LW0375  PID         -  LW0375
 LW0375  STATE/COUNTY-  RI/WASHINGTON
 LW0375  USGS QUAD   -  WICKFORD (1995)
 LW0375
 LW0375                         *CURRENT SURVEY CONTROL
 LW0375  ___________________________________________________________________
 LW0375* NAD 83(1986)-  41 30 48.     (N)    071 27 39.     (W)     SCALED    
 LW0375* NAVD 88     -        51.724  (meters)     169.70   (feet)  ADJUSTED  
 LW0375  ___________________________________________________________________
 LW0375  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW0375  DYNAMIC HT  -          51.706 (meters)     169.64  (feet)  COMP
 LW0375  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 LW0375
 LW0375  VERT ORDER  -  SECOND    CLASS 0
 LW0375
 LW0375.The horizontal coordinates were scaled from a topographic map and have
 LW0375.an estimated accuracy of +/- 6 seconds.
 LW0375
 LW0375.The orthometric height was determined by differential leveling
 LW0375.and adjusted by the National Geodetic Survey in June 1991..
 LW0375
 LW0375.The geoid height was determined by GEOID03.
 LW0375
 LW0375.The dynamic height is computed by dividing the NAVD 88
 LW0375.geopotential number by the normal gravity value computed on the
 LW0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0375.degrees latitude (g = 980.6199 gals.).
 LW0375
 LW0375.The modeled gravity was interpolated from observed gravity values.
 LW0375
 LW0375;                    North         East    Units  Estimated Accuracy
 LW0375;SPC RI       -    47,760.      103,270.      MT  (+/- 180 meters Scaled)
 LW0375
 LW0375                          SUPERSEDED SURVEY CONTROL
 LW0375
 LW0375  NGVD 29 (??/??/92)   51.999  (m)          170.60   (f) ADJ UNCH    2 0
 LW0375
 LW0375.Superseded values are not recommended for survey control.
 LW0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0375.See file dsdata.txt to determine how the superseded data were derived.
 LW0375
 LW0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF946986(NAD 83)
 LW0375_MARKER: DB = BENCH MARK DISK
 LW0375_SETTING: 66 = SET IN ROCK OUTCROP
 LW0375_SP_SET: ROCK LEDGE
 LW0375_STAMPING: K 23 1969
 LW0375_MARK LOGO: CGS   
 LW0375_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0375+STABILITY: POSITION/ELEVATION WELL
 LW0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0375+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW0375
 LW0375  HISTORY     - Date     Condition        Report By
 LW0375  HISTORY     - 1969     MONUMENTED       CGS
 LW0375  HISTORY     - 1988     GOOD             USPSQD
 LW0375  HISTORY     - 19880630 GOOD             RIGS
 LW0375  HISTORY     - 20011010 GOOD             USPSQD
 LW0375  HISTORY     - 20060630 GOOD             USPSQD
 LW0375
 LW0375                          STATION DESCRIPTION
 LW0375
 LW0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0375'3.9 MI S FROM WICKFORD.
 LW0375'ABOUT 3.9 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0375'STATE HIGHWAY 102 AT WICKFORD, 2.0 MILES SOUTH OF THE JUNCTION
 LW0375'OF STATE HIGHWAY 4, ABOUT 1.25 MILES NORTH OF THE JUNCTION OF
 LW0375'STATE HIGHWAY 138 LEADING WEST, SET IN THE TOP OF THE EAST
 LW0375'EDGE OF A 13 1/2 FEET LONG ROCK LEDGE WHICH IS 2 1/2 FEET HIGH,
 LW0375'44 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW0375'HIGHWAY, 99 1/2 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING
 LW0375'TO A ONE STORY HOUSE, 6 1/2 FEET NORTH OF THE END OF THE ROCK,
 LW0375'7 FEET SOUTH OF THE NORTH END OF THE ROCK AND ABOUT LEVEL WITH THE
 LW0375'HIGHWAY.
 LW0375
 LW0375                          STATION RECOVERY (1988)
 LW0375
 LW0375'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0375'RECOVERED IN GOOD CONDITION.
 LW0375
 LW0375                          STATION RECOVERY (1988)
 LW0375
 LW0375'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW0375'RECOVERED IN GOOD CONDITION.
 LW0375
 LW0375                          STATION RECOVERY (2001)
 LW0375
 LW0375'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0375'RECOVERED IN GOOD CONDITION.
 LW0375
 LW0375                          STATION RECOVERY (2006)
 LW0375
 LW0375'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0452 ***********************************************************************
 LW0452  DESIGNATION -  K 24
 LW0452  PID         -  LW0452
 LW0452  STATE/COUNTY-  RI/KENT
 LW0452  USGS QUAD   -  EAST GREENWICH (1975)
 LW0452
 LW0452                         *CURRENT SURVEY CONTROL
 LW0452  ___________________________________________________________________
 LW0452* NAD 83(1986)-  41 42 24.     (N)    071 25 53.     (W)     SCALED    
 LW0452* NAVD 88     -        12.845  (meters)      42.14   (feet)  ADJUSTED  
 LW0452  ___________________________________________________________________
 LW0452  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW0452  DYNAMIC HT  -          12.841 (meters)      42.13  (feet)  COMP
 LW0452  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 LW0452
 LW0452  VERT ORDER  -  SECOND    CLASS 0
 LW0452
 LW0452.The horizontal coordinates were scaled from a topographic map and have
 LW0452.an estimated accuracy of +/- 6 seconds.
 LW0452
 LW0452.The orthometric height was determined by differential leveling
 LW0452.and adjusted by the National Geodetic Survey in June 1991..
 LW0452
 LW0452.The geoid height was determined by GEOID03.
 LW0452
 LW0452.The dynamic height is computed by dividing the NAVD 88
 LW0452.geopotential number by the normal gravity value computed on the
 LW0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0452.degrees latitude (g = 980.6199 gals.).
 LW0452
 LW0452.The modeled gravity was interpolated from observed gravity values.
 LW0452
 LW0452;                    North         East    Units  Estimated Accuracy
 LW0452;SPC RI       -    69,230.      105,710.      MT  (+/- 180 meters Scaled)
 LW0452
 LW0452                          SUPERSEDED SURVEY CONTROL
 LW0452
 LW0452  NGVD 29 (??/??/92)   13.102  (m)           42.99   (f) ADJ UNCH    2 0
 LW0452
 LW0452.Superseded values are not recommended for survey control.
 LW0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0452.See file dsdata.txt to determine how the superseded data were derived.
 LW0452
 LW0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG977200(NAD 83)
 LW0452_MARKER: DB = BENCH MARK DISK
 LW0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0452_SP_SET: FOUNDATION
 LW0452_STAMPING: K 24 1969
 LW0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0452
 LW0452  HISTORY     - Date     Condition        Report By
 LW0452  HISTORY     - 1969     MONUMENTED       CGS
 LW0452
 LW0452                          STATION DESCRIPTION
 LW0452
 LW0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0452'0.9 MI E FROM WARWICK.
 LW0452'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 113 (MAIN STREET) FROM
 LW0452'THE INTERSECTION OF U.S. HIGHWAY 1 AT WARWICK, NEAR THE JUNCTION
 LW0452'OF INMAN AVENUE, AT THE ST. ROSA OF LIMA CATHOLIC CHURCH, SET IN
 LW0452'THE TOP OF THE SOUTHEAST CONCRETE FOUNDATION WHICH PROJECTS OUT
 LW0452'1.4 FOOT SOUTHEAST FROM THE SOUTHEAST WALL OF THE CHURCH, 125
 LW0452'FEET NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY, 49.5 FEET
 LW0452'NORTHWEST OF THE NORTHWEST CURB OF INMAN AVENUE, 32 FEET
 LW0452'NORTHEAST OF THE SOUTH CORNER OF THE CHURCH, 2.7 FEET NORTHWEST
 LW0452'OF A CONCRETE RETAINING WALL WITH IRON RAILING ALONG THE
 LW0452'SOUTHEAST SIDE OF THE CHURCH AND 1.2 FEET BELOW THE TOP OF THE
 LW0452'WALL.  NOTE-- MARK MAY BE REACHED BY GOING 0.45 MILE WEST ALONG
 LW0452'STATE HIGHWAY 113 (MAIN STREET) FROM THE JUNCTION OF STATE
 LW0452'HIGHWAY 117.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1205 ***********************************************************************
 LW1205  DESIGNATION -  K 25
 LW1205  PID         -  LW1205
 LW1205  STATE/COUNTY-  RI/PROVIDENCE
 LW1205  USGS QUAD   -  CHEPACHET (1975)
 LW1205
 LW1205                         *CURRENT SURVEY CONTROL
 LW1205  ___________________________________________________________________
 LW1205* NAD 83(1986)-  41 57 41.     (N)    071 38 56.     (W)     SCALED    
 LW1205* NAVD 88     -       106.365  (meters)     348.97   (feet)  ADJUSTED  
 LW1205  ___________________________________________________________________
 LW1205  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW1205  DYNAMIC HT  -         106.329 (meters)     348.85  (feet)  COMP
 LW1205  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 LW1205
 LW1205  VERT ORDER  -  SECOND    CLASS 0
 LW1205
 LW1205.The horizontal coordinates were scaled from a topographic map and have
 LW1205.an estimated accuracy of +/- 6 seconds.
 LW1205
 LW1205.The orthometric height was determined by differential leveling
 LW1205.and adjusted by the National Geodetic Survey in June 1991..
 LW1205
 LW1205.The geoid height was determined by GEOID03.
 LW1205
 LW1205.The dynamic height is computed by dividing the NAVD 88
 LW1205.geopotential number by the normal gravity value computed on the
 LW1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1205.degrees latitude (g = 980.6199 gals.).
 LW1205
 LW1205.The modeled gravity was interpolated from observed gravity values.
 LW1205
 LW1205;                    North         East    Units  Estimated Accuracy
 LW1205;SPC RI       -    97,530.       87,660.      MT  (+/- 180 meters Scaled)
 LW1205
 LW1205                          SUPERSEDED SURVEY CONTROL
 LW1205
 LW1205  NGVD 29 (??/??/92)  106.611  (m)          349.77   (f) ADJ UNCH    2 0
 LW1205
 LW1205.Superseded values are not recommended for survey control.
 LW1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1205.See file dsdata.txt to determine how the superseded data were derived.
 LW1205
 LW1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG804488(NAD 83)
 LW1205_MARKER: DB = BENCH MARK DISK
 LW1205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1205_SP_SET: ABUTMENT
 LW1205_STAMPING: K 25 1969
 LW1205_MARK LOGO: CGS   
 LW1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1205
 LW1205  HISTORY     - Date     Condition        Report By
 LW1205  HISTORY     - 1969     MONUMENTED       CGS
 LW1205  HISTORY     - 1986     GOOD             RIGS
 LW1205  HISTORY     - 1987     GOOD             USPSQD
 LW1205  HISTORY     - 1988     GOOD             USPSQD
 LW1205  HISTORY     - 19900524 GOOD             USPSQD
 LW1205
 LW1205                          STATION DESCRIPTION
 LW1205
 LW1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1205'3.5 MI N FROM CHEPACHET.
 LW1205'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1205'JUNCTION OF U.S. HIGHWAY 44 AT CHEPACHET, ABOUT 0.1 MILE
 LW1205'NORTHEAST OF THE HIGHWAY BRIDGE OVER THE PASCOAG RIVER, SET ON
 LW1205'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE HIGHWAY
 LW1205'OVERPASS OVER WHIPPLE AVE. (THE SGT ARMAND A. LAPIERRE MEMORIAL
 LW1205'BRIDGE), 26.4 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND
 LW1205'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 LW1205
 LW1205                          STATION RECOVERY (1986)
 LW1205
 LW1205'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1205'RECOVERED IN GOOD CONDITION.
 LW1205
 LW1205                          STATION RECOVERY (1987)
 LW1205
 LW1205'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1205'RECOVERED IN GOOD CONDITION.
 LW1205
 LW1205                          STATION RECOVERY (1988)
 LW1205
 LW1205'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1205'RECOVERED IN GOOD CONDITION.
 LW1205
 LW1205                          STATION RECOVERY (1990)
 LW1205
 LW1205'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0508 ***********************************************************************
 LW0508  DESIGNATION -  K 27
 LW0508  PID         -  LW0508
 LW0508  STATE/COUNTY-  RI/NEWPORT
 LW0508  USGS QUAD   -  TIVERTON (1975)
 LW0508
 LW0508                         *CURRENT SURVEY CONTROL
 LW0508  ___________________________________________________________________
 LW0508* NAD 83(1986)-  41 33 30.     (N)    071 11 26.     (W)     SCALED    
 LW0508* NAVD 88     -        20.394  (meters)      66.91   (feet)  ADJUSTED  
 LW0508  ___________________________________________________________________
 LW0508  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW0508  DYNAMIC HT  -          20.387 (meters)      66.89  (feet)  COMP
 LW0508  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 LW0508
 LW0508  VERT ORDER  -  SECOND    CLASS 0
 LW0508
 LW0508.The horizontal coordinates were scaled from a topographic map and have
 LW0508.an estimated accuracy of +/- 6 seconds.
 LW0508
 LW0508.The orthometric height was determined by differential leveling
 LW0508.and adjusted by the National Geodetic Survey in June 1991..
 LW0508
 LW0508.The geoid height was determined by GEOID03.
 LW0508
 LW0508.The dynamic height is computed by dividing the NAVD 88
 LW0508.geopotential number by the normal gravity value computed on the
 LW0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0508.degrees latitude (g = 980.6199 gals.).
 LW0508
 LW0508.The modeled gravity was interpolated from observed gravity values.
 LW0508
 LW0508;                    North         East    Units  Estimated Accuracy
 LW0508;SPC RI       -    52,800.      125,810.      MT  (+/- 180 meters Scaled)
 LW0508
 LW0508                          SUPERSEDED SURVEY CONTROL
 LW0508
 LW0508  NGVD 29 (??/??/92)   20.631  (m)           67.69   (f) ADJ UNCH    2 0
 LW0508
 LW0508.Superseded values are not recommended for survey control.
 LW0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0508.See file dsdata.txt to determine how the superseded data were derived.
 LW0508
 LW0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG173030(NAD 83)
 LW0508_MARKER: DB = BENCH MARK DISK
 LW0508_SETTING: 80 = SET IN A BOULDER
 LW0508_SP_SET: BOULDER
 LW0508_STAMPING: K 27 1969
 LW0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0508+STABILITY: SURFACE MOTION
 LW0508
 LW0508  HISTORY     - Date     Condition        Report By
 LW0508  HISTORY     - 1969     MONUMENTED       CGS
 LW0508  HISTORY     - 1989     GOOD             USPSQD
 LW0508
 LW0508                          STATION DESCRIPTION
 LW0508
 LW0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0508'3.9 MI N FROM LITTLE COMPTON.
 LW0508'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION
 LW0508'OF MEETINGHOUSE LANE AT LITTLE COMPTON, 1.0 MILE SOUTH OF THE
 LW0508'JUNCTION OF STATE HIGHWAY 179, SET IN THE TOP AND 6 FEET
 LW0508'NORTHEAST OF THE SOUTHWEST EDGE OF A 15-BY-13-FOOT EXPOSED PART
 LW0508'OF A BOULDER WHICH PROJECTS 5 FEET ABOVE THE LEVEL OF THE GROUND,
 LW0508'54 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 85 FEET
 LW0508'SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY LEADING SOUTHEAST
 LW0508'TO A HOUSE AND ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0508
 LW0508                          STATION RECOVERY (1989)
 LW0508
 LW0508'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0268 ***********************************************************************
 LW0268  DESIGNATION -  K 28
 LW0268  PID         -  LW0268
 LW0268  STATE/COUNTY-  RI/NEWPORT
 LW0268  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0268
 LW0268                         *CURRENT SURVEY CONTROL
 LW0268  ___________________________________________________________________
 LW0268* NAD 83(1986)-  41 31 33.     (N)    071 17 51.     (W)     SCALED    
 LW0268* NAVD 88     -        23.912  (meters)      78.45   (feet)  ADJUSTED  
 LW0268  ___________________________________________________________________
 LW0268  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LW0268  DYNAMIC HT  -          23.905 (meters)      78.43  (feet)  COMP
 LW0268  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 LW0268
 LW0268  VERT ORDER  -  SECOND    CLASS 0
 LW0268
 LW0268.The horizontal coordinates were scaled from a topographic map and have
 LW0268.an estimated accuracy of +/- 6 seconds.
 LW0268
 LW0268.The orthometric height was determined by differential leveling
 LW0268.and adjusted by the National Geodetic Survey in June 1991..
 LW0268
 LW0268.The geoid height was determined by GEOID03.
 LW0268
 LW0268.The dynamic height is computed by dividing the NAVD 88
 LW0268.geopotential number by the normal gravity value computed on the
 LW0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0268.degrees latitude (g = 980.6199 gals.).
 LW0268
 LW0268.The modeled gravity was interpolated from observed gravity values.
 LW0268
 LW0268;                    North         East    Units  Estimated Accuracy
 LW0268;SPC RI       -    49,160.      116,900.      MT  (+/- 180 meters Scaled)
 LW0268
 LW0268                          SUPERSEDED SURVEY CONTROL
 LW0268
 LW0268  NGVD 29 (??/??/92)   24.175  (m)           79.31   (f) ADJ UNCH    2 0
 LW0268
 LW0268.Superseded values are not recommended for survey control.
 LW0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0268.See file dsdata.txt to determine how the superseded data were derived.
 LW0268
 LW0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF083996(NAD 83)
 LW0268_MARKER: DB = BENCH MARK DISK
 LW0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0268_SP_SET: CONCRETE TOP FOR MANHOLE
 LW0268_STAMPING: K 28 1969
 LW0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0268
 LW0268  HISTORY     - Date     Condition        Report By
 LW0268  HISTORY     - 1969     MONUMENTED       CGS
 LW0268  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0268
 LW0268                          STATION DESCRIPTION
 LW0268
 LW0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0268'2.2 MI N FROM NEWPORT.
 LW0268'ABOUT 2.2 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0268'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, NEAR THE JUNCTION
 LW0268'OF CHASE LANE LEADING WEST, ON THE PROPERTY OF THE U.S. NAVY, SET
 LW0268'ON THE TOP AND AT THE EAST CORNER OF A 16-BY-9-FEET AND 8 FEET
 LW0268'DEEP MANHOLE FOR WATER LINE, 44 FEET NORTHWEST OF THE CENTER
 LW0268'LINE OF THE HIGHWAY, 43 FEET SOUTHWEST OF THE CENTER LINE OF
 LW0268'CHASE LANE AND ABOUT 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0268
 LW0268                          STATION RECOVERY (1989)
 LW0268
 LW0268'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0693 ***********************************************************************
 MY0693  DESIGNATION -  K 29
 MY0693  PID         -  MY0693
 MY0693  STATE/COUNTY-  RI/PROVIDENCE
 MY0693  USGS QUAD   -  FRANKLIN (1979)
 MY0693
 MY0693                         *CURRENT SURVEY CONTROL
 MY0693  ___________________________________________________________________
 MY0693* NAD 83(1986)-  42 00 55.     (N)    071 29 35.     (W)     SCALED    
 MY0693* NAVD 88     -        57.332  (meters)     188.10   (feet)  ADJUSTED  
 MY0693  ___________________________________________________________________
 MY0693  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 MY0693  DYNAMIC HT  -          57.314 (meters)     188.04  (feet)  COMP
 MY0693  MODELED GRAV-     980,308.2   (mgal)                       NAVD 88
 MY0693
 MY0693  VERT ORDER  -  SECOND    CLASS 0
 MY0693
 MY0693.The horizontal coordinates were scaled from a topographic map and have
 MY0693.an estimated accuracy of +/- 6 seconds.
 MY0693
 MY0693.The orthometric height was determined by differential leveling
 MY0693.and adjusted by the National Geodetic Survey in June 1991..
 MY0693
 MY0693.The geoid height was determined by GEOID03.
 MY0693
 MY0693.The dynamic height is computed by dividing the NAVD 88
 MY0693.geopotential number by the normal gravity value computed on the
 MY0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0693.degrees latitude (g = 980.6199 gals.).
 MY0693
 MY0693.The modeled gravity was interpolated from observed gravity values.
 MY0693
 MY0693;                    North         East    Units  Estimated Accuracy
 MY0693;SPC RI       -   103,510.      100,580.      MT  (+/- 180 meters Scaled)
 MY0693
 MY0693                          SUPERSEDED SURVEY CONTROL
 MY0693
 MY0693  NGVD 29 (??/??/92)   57.569  (m)          188.87   (f) ADJ UNCH    2 0
 MY0693
 MY0693.Superseded values are not recommended for survey control.
 MY0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0693.See file dsdata.txt to determine how the superseded data were derived.
 MY0693
 MY0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG935544(NAD 83)
 MY0693_MARKER: DB = BENCH MARK DISK
 MY0693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MY0693_SP_SET: BRIDGE
 MY0693_STAMPING: K 29 1969
 MY0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MY0693
 MY0693  HISTORY     - Date     Condition        Report By
 MY0693  HISTORY     - 1969     MONUMENTED       CGS
 MY0693
 MY0693                          STATION DESCRIPTION
 MY0693
 MY0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MY0693'AT WOONSOCKET.
 MY0693'AT WOONSOCKET, ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 114 FROM
 MY0693'THE JUNCTION OF STATE HIGHWAY 126, ABOUT 0.25 MILE EAST OF THE
 MY0693'INTERSECTION OF WOOD AVENUE, NEAR THE SOUTHEAST CORNER OF A LARGE
 MY0693'TWO-STORIED BRICK BUILDING, SET ON THE TOP OF THE WEST END OF THE
 MY0693'NORTH CONCRETE GUARD RAIL BASE FOR A 20-FOOT CONCRETE BRIDGE OVER
 MY0693'PETERS ARNOLD BROOK, (THE GUARD RAIL BASE IS BUILT IN WITH THE
 MY0693'FOUNDATION OF THE BUILDING), 6.9 FEET NORTH OF THE NORTH CURB OF
 MY0693'THE HIGHWAY, 2.3 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING
 MY0693'AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0603 ***********************************************************************
 LW0603  DESIGNATION -  K 3
 LW0603  PID         -  LW0603
 LW0603  STATE/COUNTY-  RI/NEWPORT
 LW0603  USGS QUAD   -  SAKONNET POINT (1970)
 LW0603
 LW0603                         *CURRENT SURVEY CONTROL
 LW0603  ___________________________________________________________________
 LW0603* NAD 83(1986)-  41 28 33.     (N)    071 10 34.     (W)     SCALED    
 LW0603* NAVD 88     -         8.744  (meters)      28.69   (feet)  ADJUSTED  
 LW0603  ___________________________________________________________________
 LW0603  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW0603  DYNAMIC HT  -           8.741 (meters)      28.68  (feet)  COMP
 LW0603  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 LW0603
 LW0603  VERT ORDER  -  SECOND    CLASS 0
 LW0603
 LW0603.The horizontal coordinates were scaled from a topographic map and have
 LW0603.an estimated accuracy of +/- 6 seconds.
 LW0603
 LW0603.The orthometric height was determined by differential leveling
 LW0603.and adjusted by the National Geodetic Survey in June 1991..
 LW0603
 LW0603.The geoid height was determined by GEOID03.
 LW0603
 LW0603.The dynamic height is computed by dividing the NAVD 88
 LW0603.geopotential number by the normal gravity value computed on the
 LW0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0603.degrees latitude (g = 980.6199 gals.).
 LW0603
 LW0603.The modeled gravity was interpolated from observed gravity values.
 LW0603
 LW0603;                    North         East    Units  Estimated Accuracy
 LW0603;SPC RI       -    43,640.      127,050.      MT  (+/- 180 meters Scaled)
 LW0603
 LW0603                          SUPERSEDED SURVEY CONTROL
 LW0603
 LW0603  NGVD 29 (??/??/92)    8.969  (m)           29.43   (f) ADJ UNCH    2 0
 LW0603
 LW0603.Superseded values are not recommended for survey control.
 LW0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0603.See file dsdata.txt to determine how the superseded data were derived.
 LW0603
 LW0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF183938(NAD 83)
 LW0603_MARKER: DB = BENCH MARK DISK
 LW0603_SETTING: 80 = SET IN A BOULDER
 LW0603_SP_SET: BOULDER
 LW0603_STAMPING: K 3 1943
 LW0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0603+STABILITY: SURFACE MOTION
 LW0603
 LW0603  HISTORY     - Date     Condition        Report By
 LW0603  HISTORY     - 1943     MONUMENTED       CGS
 LW0603  HISTORY     - 1969     GOOD             NGS
 LW0603  HISTORY     - 1989     GOOD             USPSQD
 LW0603  HISTORY     - 20051028 GOOD             USPSQD
 LW0603
 LW0603                          STATION DESCRIPTION
 LW0603
 LW0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0603'2.3 MI S FROM LITTLE COMPTON.
 LW0603'2.3 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 LW0603'MEETINGHOUSE LANE AT LITTLE COMPTON, AT THE Y JUNCTION FORMED
 LW0603'BY SAKONNET POINT ROAD AND WARREN POINT ROAD LEADING SOUTH, 28 FEET
 LW0603'NORTHWEST OF THE CENTER LINE OF SAKONNET POINT ROAD, 71 FEET WEST
 LW0603'OF THE EXTENDED CENTER LINE OF WARREN POINT ROAD, 53 FEET SOUTH OF THE
 LW0603'CENTER LINE OF A DRIVEWAY LEADING WEST TO A LARGE HOUSE, 7 FEET SOUTH
 LW0603'OF THE SOUTH FACE OF A 3 FOOT HIGH STONE FENCE, SET ON THE TOP OF A
 LW0603'6-BY-5-FOOT EMBEDDED BOULDER WHICH PROJECTS 2 FEET ABOVE THE LEVEL
 LW0603'OF THE GROUND AND SAKONNET POINT ROAD.
 LW0603
 LW0603                          STATION RECOVERY (1989)
 LW0603
 LW0603'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0603'RECOVERED IN GOOD CONDITION.
 LW0603
 LW0603                          STATION RECOVERY (2005)
 LW0603
 LW0603'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAP)
 LW0603'COORDINATES BY GSP ARE 41 28 33.2 (N) AND 071 10 34.6 (W)
 LW0603' 
 LW0603' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0397 ***********************************************************************
 LW0397  DESIGNATION -  K 30
 LW0397  PID         -  LW0397
 LW0397  STATE/COUNTY-  RI/PROVIDENCE
 LW0397  USGS QUAD   -  EAST GREENWICH (1975)
 LW0397
 LW0397                         *CURRENT SURVEY CONTROL
 LW0397  ___________________________________________________________________
 LW0397* NAD 83(1986)-  41 44 05.     (N)    071 29 20.     (W)     SCALED    
 LW0397* NAVD 88     -        14.477  (meters)      47.50   (feet)  ADJUSTED  
 LW0397  ___________________________________________________________________
 LW0397  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW0397  DYNAMIC HT  -          14.473 (meters)      47.48  (feet)  COMP
 LW0397  MODELED GRAV-     980,289.8   (mgal)                       NAVD 88
 LW0397
 LW0397  VERT ORDER  -  SECOND    CLASS 0
 LW0397
 LW0397.The horizontal coordinates were scaled from a topographic map and have
 LW0397.an estimated accuracy of +/- 6 seconds.
 LW0397
 LW0397.The orthometric height was determined by differential leveling
 LW0397.and adjusted by the National Geodetic Survey in June 1991..
 LW0397
 LW0397.The geoid height was determined by GEOID03.
 LW0397
 LW0397.The dynamic height is computed by dividing the NAVD 88
 LW0397.geopotential number by the normal gravity value computed on the
 LW0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0397.degrees latitude (g = 980.6199 gals.).
 LW0397
 LW0397.The modeled gravity was interpolated from observed gravity values.
 LW0397
 LW0397;                    North         East    Units  Estimated Accuracy
 LW0397;SPC RI       -    72,340.      100,920.      MT  (+/- 180 meters Scaled)
 LW0397
 LW0397                          SUPERSEDED SURVEY CONTROL
 LW0397
 LW0397  NGVD 29 (??/??/92)   14.733  (m)           48.34   (f) ADJ UNCH    2 0
 LW0397
 LW0397.Superseded values are not recommended for survey control.
 LW0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0397.See file dsdata.txt to determine how the superseded data were derived.
 LW0397
 LW0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG930233(NAD 83)
 LW0397_MARKER: DB = BENCH MARK DISK
 LW0397_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW0397_SP_SET: HEADWALL
 LW0397_STAMPING: K 30 1969
 LW0397_MARK LOGO: CGS   
 LW0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0397+STABILITY: SURFACE MOTION
 LW0397
 LW0397  HISTORY     - Date     Condition        Report By
 LW0397  HISTORY     - 1969     MONUMENTED       CGS
 LW0397  HISTORY     - 1986     GOOD             RIGS
 LW0397
 LW0397                          STATION DESCRIPTION
 LW0397
 LW0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0397'2.3 MI S FROM CRANSTON.
 LW0397'ABOUT 2.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 295 FROM THE
 LW0397'PHENIX AVENUE (STATE HIGHWAY 51) OVERPASS OVER I 295 AT CRANSTON,
 LW0397'ABOUT 1.55 MILES NORTH OF THE EAST AVENUE OVERPASS OVER THE
 LW0397'INTERSTATE HIGHWAY 295 AT WARWICK, ABOUT 0.35 MILE NORTH OF
 LW0397'THE PROVIDENCE STREET OVERPASS OVER THE HIGHWAY, SET ON THE TOP
 LW0397'OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL FOR AN 8-FOOT
 LW0397'CONCRETE BOX CULVERT UNDER THE NORTHBOUND LANE OF THE HIGHWAY
 LW0397'AND OVER MESHANTICUT BROOK, 41 1/2 FEET WEST OF THE CENTER LINE
 LW0397'OF THE NORTHBOUND LANE OF THE HIGHWAY AND 3 FEET BELOW THE
 LW0397'LEVEL OF THE HIGHWAY.
 LW0397
 LW0397                          STATION RECOVERY (1986)
 LW0397
 LW0397'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0427 ***********************************************************************
 LW0427  DESIGNATION -  K 32
 LW0427  PID         -  LW0427
 LW0427  STATE/COUNTY-  RI/PROVIDENCE
 LW0427  USGS QUAD   -  PROVIDENCE (1975)
 LW0427
 LW0427                         *CURRENT SURVEY CONTROL
 LW0427  ___________________________________________________________________
 LW0427* NAD 83(1986)-  41 50 02.     (N)    071 25 18.     (W)     SCALED    
 LW0427* NAVD 88     -        23.417  (meters)      76.83   (feet)  ADJUSTED  
 LW0427  ___________________________________________________________________
 LW0427  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW0427  DYNAMIC HT  -          23.410 (meters)      76.80  (feet)  COMP
 LW0427  MODELED GRAV-     980,318.9   (mgal)                       NAVD 88
 LW0427
 LW0427  VERT ORDER  -  SECOND    CLASS 0
 LW0427
 LW0427.The horizontal coordinates were scaled from a topographic map and have
 LW0427.an estimated accuracy of +/- 6 seconds.
 LW0427
 LW0427.The orthometric height was determined by differential leveling
 LW0427.and adjusted by the National Geodetic Survey in June 1991..
 LW0427
 LW0427.The geoid height was determined by GEOID03.
 LW0427
 LW0427.The dynamic height is computed by dividing the NAVD 88
 LW0427.geopotential number by the normal gravity value computed on the
 LW0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0427.degrees latitude (g = 980.6199 gals.).
 LW0427
 LW0427.The modeled gravity was interpolated from observed gravity values.
 LW0427
 LW0427;                    North         East    Units  Estimated Accuracy
 LW0427;SPC RI       -    83,360.      106,510.      MT  (+/- 180 meters Scaled)
 LW0427
 LW0427                          SUPERSEDED SURVEY CONTROL
 LW0427
 LW0427  NGVD 29 (??/??/92)   23.663  (m)           77.63   (f) ADJ UNCH    2 0
 LW0427
 LW0427.Superseded values are not recommended for survey control.
 LW0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0427.See file dsdata.txt to determine how the superseded data were derived.
 LW0427
 LW0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG989341(NAD 83)
 LW0427_MARKER: DB = BENCH MARK DISK
 LW0427_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 LW0427_SP_SET: UNSPECIFIED DEEP SET
 LW0427_STAMPING: K 32 1969
 LW0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0427+STABILITY: SURFACE MOTION
 LW0427
 LW0427  HISTORY     - Date     Condition        Report By
 LW0427  HISTORY     - 1969     MONUMENTED       CGS
 LW0427
 LW0427                          STATION DESCRIPTION
 LW0427
 LW0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0427'AT PROVIDENCE.
 LW0427'AT PROVIDENCE, ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY
 LW0427'44 (SMITH STREET) FROM THE LA SALLE ACADEMY, ABOUT 0.25 MILE NORTHWEST
 LW0427'OF THE INTERSECTION OF STATE HIGHWAY 44 (OVERPASS) OVER INTERSTATE
 LW0427'HIGHWAY 95, AT THE INTERSECTION OF THE HIGHWAY AND ORMS STREET,
 LW0427'AT THE NORTHEAST CORNER OF THE JUNCTION OF ORMS STREET AND
 LW0427'CANDACE STREET, IN THE SOUTH EDGE OF A SMALL CITY PARK, SET
 LW0427'IN THE TOP OF THE SOUTHWEST CORNER OF A 4-FOOT SQUARE- 8 FOOT
 LW0427'DEEP MANHOLE WHICH IS PART OF THE CITY OF PROVIDENCE WATER
 LW0427'SYSTEM, 8.5 FEET NORTH OF THE NORTH CURB OF ORMS STREET, 1.8
 LW0427'FEET EAST OF THE EAST EDGE OF THE SIDEWALK THROUGH THE PARK
 LW0427'AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1319 ***********************************************************************
 LW1319  DESIGNATION -  K 33
 LW1319  PID         -  LW1319
 LW1319  STATE/COUNTY-  RI/PROVIDENCE
 LW1319  USGS QUAD   -  CHEPACHET (1975)
 LW1319
 LW1319                         *CURRENT SURVEY CONTROL
 LW1319  ___________________________________________________________________
 LW1319* NAD 83(1986)-  41 54 20.     (N)    071 39 24.     (W)     SCALED    
 LW1319* NAVD 88     -       148.595  (meters)     487.52   (feet)  ADJUSTED  
 LW1319  ___________________________________________________________________
 LW1319  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1319  DYNAMIC HT  -         148.544 (meters)     487.35  (feet)  COMP
 LW1319  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 LW1319
 LW1319  VERT ORDER  -  SECOND    CLASS 0
 LW1319
 LW1319.The horizontal coordinates were scaled from a topographic map and have
 LW1319.an estimated accuracy of +/- 6 seconds.
 LW1319
 LW1319.The orthometric height was determined by differential leveling
 LW1319.and adjusted by the National Geodetic Survey in June 1991..
 LW1319
 LW1319.The geoid height was determined by GEOID03.
 LW1319
 LW1319.The dynamic height is computed by dividing the NAVD 88
 LW1319.geopotential number by the normal gravity value computed on the
 LW1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1319.degrees latitude (g = 980.6199 gals.).
 LW1319
 LW1319.The modeled gravity was interpolated from observed gravity values.
 LW1319
 LW1319;                    North         East    Units  Estimated Accuracy
 LW1319;SPC RI       -    91,330.       87,000.      MT  (+/- 180 meters Scaled)
 LW1319
 LW1319                          SUPERSEDED SURVEY CONTROL
 LW1319
 LW1319  NGVD 29 (??/??/92)  148.839  (m)          488.32   (f) ADJ UNCH    2 0
 LW1319
 LW1319.Superseded values are not recommended for survey control.
 LW1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1319.See file dsdata.txt to determine how the superseded data were derived.
 LW1319
 LW1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG796427(NAD 83)
 LW1319_MARKER: DB = BENCH MARK DISK
 LW1319_SETTING: 66 = SET IN ROCK OUTCROP
 LW1319_SP_SET: ROCK OUTCROP
 LW1319_STAMPING: K 33 1969
 LW1319_MARK LOGO: CGS   
 LW1319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1319+STABILITY: POSITION/ELEVATION WELL
 LW1319
 LW1319  HISTORY     - Date     Condition        Report By
 LW1319  HISTORY     - 1969     MONUMENTED       CGS
 LW1319  HISTORY     - 1986     GOOD             RIGS
 LW1319  HISTORY     - 1987     GOOD             USPSQD
 LW1319  HISTORY     - 1988     GOOD             USPSQD
 LW1319
 LW1319                          STATION DESCRIPTION
 LW1319
 LW1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1319'AT CHEPACHET.
 LW1319'AT CHEPACHET, ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 44 FROM THE
 LW1319'SOUTH JUNCTION OF STATE HIGHWAY 102, AT THE SOUTHWEST CORNER
 LW1319'OF A SMALL CEMETERY, SET ON THE TOP OF A ROCK WHICH IS 8 FEET
 LW1319'LONG-2 1/2 FEET WIDE -2 1/2 FEET HIGH AND PROJECTS OUT OF AN
 LW1319'8-FOOT HIGH CUT, 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY
 LW1319'AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1319
 LW1319                          STATION RECOVERY (1986)
 LW1319
 LW1319'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1319'RECOVERED IN GOOD CONDITION.
 LW1319
 LW1319                          STATION RECOVERY (1987)
 LW1319
 LW1319'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1319'RECOVERED IN GOOD CONDITION.
 LW1319
 LW1319                          STATION RECOVERY (1988)
 LW1319
 LW1319'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0586 ***********************************************************************
 LW0586  DESIGNATION -  K 34
 LW0586  PID         -  LW0586
 LW0586  STATE/COUNTY-  RI/NEWPORT
 LW0586  USGS QUAD   -  NEWPORT (1975)
 LW0586
 LW0586                         *CURRENT SURVEY CONTROL
 LW0586  ___________________________________________________________________
 LW0586* NAD 83(1986)-  41 29 23.     (N)    071 17 04.     (W)     SCALED    
 LW0586* NAVD 88     -         3.850  (meters)      12.63   (feet)  ADJUSTED  
 LW0586  ___________________________________________________________________
 LW0586  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW0586  DYNAMIC HT  -           3.849 (meters)      12.63  (feet)  COMP
 LW0586  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 LW0586
 LW0586  VERT ORDER  -  SECOND    CLASS 0
 LW0586
 LW0586.The horizontal coordinates were scaled from a topographic map and have
 LW0586.an estimated accuracy of +/- 6 seconds.
 LW0586
 LW0586.The orthometric height was determined by differential leveling
 LW0586.and adjusted by the National Geodetic Survey in June 1991..
 LW0586
 LW0586.The geoid height was determined by GEOID03.
 LW0586
 LW0586.The dynamic height is computed by dividing the NAVD 88
 LW0586.geopotential number by the normal gravity value computed on the
 LW0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0586.degrees latitude (g = 980.6199 gals.).
 LW0586
 LW0586.The modeled gravity was interpolated from observed gravity values.
 LW0586
 LW0586;                    North         East    Units  Estimated Accuracy
 LW0586;SPC RI       -    45,160.      118,000.      MT  (+/- 180 meters Scaled)
 LW0586
 LW0586                          SUPERSEDED SURVEY CONTROL
 LW0586
 LW0586  NGVD 29 (??/??/92)    4.118  (m)           13.51   (f) ADJ UNCH    2 0
 LW0586
 LW0586.Superseded values are not recommended for survey control.
 LW0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0586.See file dsdata.txt to determine how the superseded data were derived.
 LW0586
 LW0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF092956(NAD 83)
 LW0586_MARKER: DR = REFERENCE MARK DISK
 LW0586_SETTING: 66 = SET IN ROCK OUTCROP
 LW0586_SP_SET: BEDROCK
 LW0586_STAMPING: K 34 1969
 LW0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0586+STABILITY: POSITION/ELEVATION WELL
 LW0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0586+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 LW0586
 LW0586  HISTORY     - Date     Condition        Report By
 LW0586  HISTORY     - 1969     MONUMENTED       CGS
 LW0586  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0586  HISTORY     - 20031013 GOOD             INDIV
 LW0586  HISTORY     - 20031215 GOOD             INDIV
 LW0586
 LW0586                          STATION DESCRIPTION
 LW0586
 LW0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0586'1.6 MI E FROM NEWPORT.
 LW0586'1.65 MILES EAST ALONG MEMORIAL BLVD FROM THE MAIN POST OFFICE
 LW0586'AT NEWPORT, AT MIDDLETOWN, SET ON THE TOP AND AT THE EAST EDGE
 LW0586'OF A LARGE MASS OF BEDROCK WHICH IS ABOUT 8 FEET ABOVE THE WATER
 LW0586'LINE, 490 FEET WEST OF THE CENTER LINE OF SACHUEST POINT ROAD,
 LW0586'240 FEET SOUTHWEST OF THE CENTER OF THE Y JUNCTION OF AQUIDNECK
 LW0586'ROAD AND SACHUEST POINT ROAD, 15 FEET SOUTH OF THE NORTH EDGE
 LW0586'OF THE ROCK, 15.3 FEET EAST OF THE WEST EDGE OF THE ROCK AND
 LW0586'ABOUT 1 1/2 FEET BELOW THE HIGHEST POINT OF ROCK.  NOTE-- THE
 LW0586'ABOVE DISK WAS SET BY THE LEVELING PARTY AFTER THE BENCH MARK
 LW0586'UNIT HAD LEFT THE AREA.  A RM DISK WAS USED ERRONEOUSLY.
 LW0586
 LW0586                          STATION RECOVERY (1989)
 LW0586
 LW0586'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0586'MARK NOT FOUND.
 LW0586
 LW0586                          STATION RECOVERY (2003)
 LW0586
 LW0586'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 LW0586'RECOVERED AS DISCRIBED, DISCRIPTION IS ADEQUATE
 LW0586
 LW0586                          STATION RECOVERY (2003)
 LW0586
 LW0586'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RL)
 LW0586'RECOVERED AS DISCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1092 ***********************************************************************
 LW1092  DESIGNATION -  K 9
 LW1092  PID         -  LW1092
 LW1092  STATE/COUNTY-  RI/PROVIDENCE
 LW1092  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1092
 LW1092                         *CURRENT SURVEY CONTROL
 LW1092  ___________________________________________________________________
 LW1092* NAD 83(1986)-  41 43 49.     (N)    071 42 02.     (W)     SCALED    
 LW1092* NAVD 88     -       160.724  (meters)     527.31   (feet)  ADJUSTED  
 LW1092  ___________________________________________________________________
 LW1092  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW1092  DYNAMIC HT  -         160.668 (meters)     527.12  (feet)  COMP
 LW1092  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 LW1092
 LW1092  VERT ORDER  -  FIRST     CLASS II
 LW1092
 LW1092.The horizontal coordinates were scaled from a topographic map and have
 LW1092.an estimated accuracy of +/- 6 seconds.
 LW1092
 LW1092.The orthometric height was determined by differential leveling
 LW1092.and adjusted by the National Geodetic Survey in June 1991..
 LW1092
 LW1092.The geoid height was determined by GEOID03.
 LW1092
 LW1092.The dynamic height is computed by dividing the NAVD 88
 LW1092.geopotential number by the normal gravity value computed on the
 LW1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1092.degrees latitude (g = 980.6199 gals.).
 LW1092
 LW1092.The modeled gravity was interpolated from observed gravity values.
 LW1092
 LW1092;                    North         East    Units  Estimated Accuracy
 LW1092;SPC RI       -    71,870.       83,310.      MT  (+/- 180 meters Scaled)
 LW1092
 LW1092                          SUPERSEDED SURVEY CONTROL
 LW1092
 LW1092  NGVD 29 (??/??/92)  160.967  (m)          528.11   (f) ADJ UNCH    1 2
 LW1092
 LW1092.Superseded values are not recommended for survey control.
 LW1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1092.See file dsdata.txt to determine how the superseded data were derived.
 LW1092
 LW1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG753233(NAD 83)
 LW1092_MARKER: DB = BENCH MARK DISK
 LW1092_SETTING: 66 = SET IN ROCK OUTCROP
 LW1092_SP_SET: SET IN ROCK OUTCROP
 LW1092_STAMPING: K 9 1958
 LW1092_MARK LOGO: CGS   
 LW1092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1092+STABILITY: POSITION/ELEVATION WELL
 LW1092
 LW1092  HISTORY     - Date     Condition        Report By
 LW1092  HISTORY     - 1958     MONUMENTED       CGS
 LW1092  HISTORY     - 1969     GOOD             NGS
 LW1092  HISTORY     - 1984     GOOD             RIGS
 LW1092  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1092
 LW1092                          STATION DESCRIPTION
 LW1092
 LW1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1092'2.6 MI N FROM SUMMIT.
 LW1092'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE
 LW1092'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, ABOUT 0.3 MILE NORTH
 LW1092'OF THE KENT-PROVIDENCE COUNTY LINE, ON THE SOUTH SLOPE OF A
 LW1092'HILL, DIRECTLY ACROSS THE HIGHWAY FROM A ROCK CUT, SET ON THE
 LW1092'TOP OF A ROCK WHICH IS 10 FEET LONG AND 2 FEET HIGH, 29 1/2
 LW1092'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF
 LW1092'THE CENTER LINE OF A NARROW WOODS ROAD LEADING WEST, ABOUT 4
 LW1092'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1092
 LW1092                          STATION RECOVERY (1984)
 LW1092
 LW1092'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1092'RECOVERED IN GOOD CONDITION.
 LW1092
 LW1092                          STATION RECOVERY (1988)
 LW1092
 LW1092'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1657 ***********************************************************************
 LW1657  DESIGNATION -  K 9 RESET
 LW1657  PID         -  LW1657
 LW1657  STATE/COUNTY-  RI/PROVIDENCE
 LW1657  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1657
 LW1657                         *CURRENT SURVEY CONTROL
 LW1657  ___________________________________________________________________
 LW1657* NAD 83(1986)-  41 43 49.     (N)    071 42 02.     (W)     SCALED    
 LW1657* NAVD 88     -       161.257  (meters)     529.06   (feet)  ADJUSTED  
 LW1657  ___________________________________________________________________
 LW1657  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW1657  DYNAMIC HT  -         161.201 (meters)     528.87  (feet)  COMP
 LW1657  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 LW1657
 LW1657  VERT ORDER  -  FIRST     CLASS II
 LW1657
 LW1657.The horizontal coordinates were scaled from a topographic map and have
 LW1657.an estimated accuracy of +/- 6 seconds.
 LW1657
 LW1657.The orthometric height was determined by differential leveling
 LW1657.and adjusted by the National Geodetic Survey in June 1991..
 LW1657
 LW1657.The geoid height was determined by GEOID03.
 LW1657
 LW1657.The dynamic height is computed by dividing the NAVD 88
 LW1657.geopotential number by the normal gravity value computed on the
 LW1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1657.degrees latitude (g = 980.6199 gals.).
 LW1657
 LW1657.The modeled gravity was interpolated from observed gravity values.
 LW1657
 LW1657;                    North         East    Units  Estimated Accuracy
 LW1657;SPC RI       -    71,870.       83,310.      MT  (+/- 180 meters Scaled)
 LW1657
 LW1657                          SUPERSEDED SURVEY CONTROL
 LW1657
 LW1657.No superseded survey control is available for this station.
 LW1657
 LW1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG753233(NAD 83)
 LW1657_MARKER: DB = BENCH MARK DISK
 LW1657_SETTING: 66 = SET IN ROCK OUTCROP
 LW1657_SP_SET: ROCK OUTCROP
 LW1657_STAMPING: K 9 RESET 1984
 LW1657_MARK LOGO: NGS   
 LW1657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1657+STABILITY: POSITION/ELEVATION WELL
 LW1657
 LW1657  HISTORY     - Date     Condition        Report By
 LW1657  HISTORY     - 1984     MONUMENTED       RIGS
 LW1657  HISTORY     - 1984     GOOD             RIGS
 LW1657  HISTORY     - 19880104 GOOD             RIGS
 LW1657
 LW1657                          STATION DESCRIPTION
 LW1657
 LW1657'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1657'2.6 MI NORTH FROM SUMMIT.
 LW1657'33.9 FEET NORTHWEST OF BM K 9 WHICH WAS DESCRIBED AS FOLLOWS--ABOUT
 LW1657'2.6 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE INTERSECTION OF STATE
 LW1657'HIGHWAY 117 AT SUMMIT, ABOUT 0.3 MILE NORTH OF THE KENT-PROVIDENCE
 LW1657'COUNTY LINE, ON THE SOUTH SLOPE OF A HILL, DIRECTLY ACROSS THE HIGHWAY
 LW1657'FROM A ROCK CUT, SET ON THE TOP OF A ROCK WHICH IS 10 FEET LONG AND 2
 LW1657'FEET HIGH, 29-1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 LW1657'SOUTH OF THE CENTER LINE OF A NARROW WOODS ROAD LEADING WEST, ABOUT 4
 LW1657'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1657
 LW1657                          STATION RECOVERY (1984)
 LW1657
 LW1657'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1657'RECOVERED IN GOOD CONDITION.
 LW1657
 LW1657                          STATION RECOVERY (1988)
 LW1657
 LW1657'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3000 ***********************************************************************
 LW3000  DESIGNATION -  KEARNEY
 LW3000  PID         -  LW3000
 LW3000  STATE/COUNTY-  RI/WASHINGTON
 LW3000  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW3000
 LW3000                         *CURRENT SURVEY CONTROL
 LW3000  ___________________________________________________________________
 LW3000* NAD 83(1996)-  41 29 29.21084(N)    071 25 18.82105(W)     ADJUSTED  
 LW3000* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LW3000  ___________________________________________________________________
 LW3000  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 LW3000  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW3000
 LW3000  HORZ ORDER  -  THIRD
 LW3000
 LW3000.The horizontal coordinates were established by classical geodetic methods
 LW3000.and adjusted by the National Geodetic Survey in August 1998..
 LW3000
 LW3000.The orthometric height was scaled from a topographic map.
 LW3000
 LW3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3000
 LW3000.The geoid height was determined by GEOID03.
 LW3000
 LW3000;                    North         East     Units Scale Factor Converg.
 LW3000;SPC RI       -    45,327.599   106,522.308   MT  0.99999427   +0 03 06.3
 LW3000;SPC RI       -   148,712.30    349,481.94   sFT  0.99999427   +0 03 06.3
 LW3000;UTM  19      - 4,596,146.467   297,827.896   MT  1.00010303   -1 36 18.2
 LW3000
 LW3000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3000!SPC RI       -   1.00000241  x   0.99999427  =   0.99999668
 LW3000!UTM  19      -   1.00000241  x   1.00010303  =   1.00010544
 LW3000
 LW3000:                Primary Azimuth Mark                     Grid Az
 LW3000:SPC RI       -  JAMESTOWN BRIDGE WEST BEACON             025 38 07.7
 LW3000:UTM  19      -  JAMESTOWN BRIDGE WEST BEACON             027 17 32.2
 LW3000
 LW3000|---------------------------------------------------------------------|
 LW3000| PID    Reference Object                     Distance      Geod. Az  |
 LW3000|                                                           dddmmss.s |
 LW3000| LW2469 JAMESTOWN BRIDGE WEST BEACON        APPROX. 4.4 KM 0254114.0 |
 LW3000| LW2467 JAMESTOWN BRIDGE EAST BEACON        APPROX. 4.5 KM 0280656.4 |
 LW3000| LW3008 DUTCH ISLAND LIGHTHOUSE             APPROX. 1.6 KM 0681749.9 |
 LW3000| CB7829 KEARNEY RM 1                         17.362 METERS 14135     |
 LW3000| CB7830 KEARNEY RM 2                         19.836 METERS 21350     |
 LW3000|---------------------------------------------------------------------|
 LW3000
 LW3000                          SUPERSEDED SURVEY CONTROL
 LW3000
 LW3000  NAD 83(1996)-  41 29 29.21019(N)    071 25 18.82027(W) AD(       ) 3
 LW3000  NAD 83(1992)-  41 29 29.20932(N)    071 25 18.82032(W) AD(       ) 3
 LW3000  NAD 83(1992)-  41 29 29.20868(N)    071 25 18.82021(W) AD(       ) 3
 LW3000  NAD 83(1986)-  41 29 29.20907(N)    071 25 18.81658(W) AD(       ) 3
 LW3000  NAD 27      -  41 29 28.84300(N)    071 25 20.61000(W) AD(       ) 3
 LW3000
 LW3000.Superseded values are not recommended for survey control.
 LW3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3000.See file dsdata.txt to determine how the superseded data were derived.
 LW3000
 LW3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9782896146(NAD 83)
 LW3000_MARKER: DS = TRIANGULATION STATION DISK
 LW3000_SETTING: 0 = UNSPECIFIED SETTING
 LW3000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3000+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW3000
 LW3000  HISTORY     - Date     Condition        Report By
 LW3000  HISTORY     - 1940     MONUMENTED       CGS
 LW3000  HISTORY     - 1943     GOOD             CGS
 LW3000  HISTORY     - 19960820 GOOD             USPSQD
 LW3000  HISTORY     - 20010807 GOOD             USPSQD
 LW3000  HISTORY     - 20060703 GOOD             USPSQD
 LW3000
 LW3000                          STATION DESCRIPTION
 LW3000
 LW3000'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3000'THE STATION IS AT FORT KEARNEY WHICH IS ON THE W SHORE OF THE WEST
 LW3000'PASSAGE OF NARRAGANSETT BAY.  IT IS ABOUT 0.8 MI. W-SW OF THE
 LW3000'DUTCH ISLAND LIGHTHOUSE, AND ABOUT 150 YDS. BACK OF THE BEACH AT
 LW3000'THE OLD SOUTH FERRY LANDING.  SURFACE STATION MARK IS A STANDARD
 LW3000'STATION DISK, STAMPED KEARNEY 1940 AND SET IN THE TOP OF A
 LW3000'CONCRETE POST PROJECTING ABOUT 3 IN. ABOVE THE GROUND.
 LW3000'
 LW3000'THE UNDERGROUND MARK IS A STANDARD DISK SET IN THE TOP OF A
 LW3000'CONCRETE POST.
 LW3000'
 LW3000'REFERENCE MARK 1 IS 56.96 FT. OR 17.362 M. (HOR.) SE OF THE
 LW3000'STATION.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED KEARNEY NO
 LW3000'1 1940 AND SET IN CONCRETE.
 LW3000'
 LW3000'REFERENCE MARK 2 IS 65.08 FT. OR 19.836 M. (HOR.) SW OF THE
 LW3000'STATION.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED KEARNEY NO
 LW3000'2 1940 AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 1-BY
 LW3000'2-FT. PROJECTING ABOUT 3 IN. ABOVE THE GROUND.
 LW3000'
 LW3000'THE AZIMUTH MARK IS THE FINIAL OVER THE LIGHT ON THE DUTCH ISLAND
 LW3000'LIGHTHOUSE WHICH IS ABOUT 0.8 MI. E-NE OF THE STATION.
 LW3000
 LW3000                          STATION RECOVERY (1943)
 LW3000
 LW3000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3000'STATION WAS RECOVERED AS DESCRIBED, AND ALL THE MARKS WERE FOUND
 LW3000'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 LW3000'
 LW3000'STATION IS LOCATED ON THE W SHORE OF NARRAGANSETT BAY, ON THE
 LW3000'MILITARY RESERVATION OF FORT KEARNEY, ABOUT 150 YDS. BACK OF THE
 LW3000'BEACH AT THE OLD SOUTH FERRY LANDING.  SURFACE STATION MARK IS A
 LW3000'STANDARD STATION DISK, STAMPED KEARNEY 1940 AND SET IN THE TOP OF
 LW3000'A CONCRETE POST PROJECTING ABOUT 2 IN.
 LW3000'
 LW3000'THE UNDERGROUND MARK IS A STANDARD DISK SET IN THE TOP OF A
 LW3000'CONCRETE POST.
 LW3000'
 LW3000'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 LW3000'KEARNEY NO 1 1940 AND SET IN A DRILL HOLE.
 LW3000'
 LW3000'REFERENCE MARK 2 IS SW OF THE STATION.  IT IS A STANDARD
 LW3000'REFERENCE-MARK DISK, STAMPED KEARNEY NO 2 1940 AND SET IN A DRILL
 LW3000'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 3 IN.
 LW3000
 LW3000                          STATION RECOVERY (1996)
 LW3000
 LW3000'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3000'RECOVERED IN GOOD CONDITION.
 LW3000
 LW3000                          STATION RECOVERY (2001)
 LW3000
 LW3000'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3000'RECOVERED GOOD RM1 ONLY. THE STATION AND RM2 DESTROYED IN BUILDING A
 LW3000'PARKING LOT. AZIMUTH MARK, FINIAL OF DUTCH HARBOR LIGHTHOUSE, DOES NOT
 LW3000'EXIST.
 LW3000
 LW3000                          STATION RECOVERY (2006)
 LW3000
 LW3000'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW3000'SEE 2001 NOTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2641 ***********************************************************************
 LW2641  DESIGNATION -  KENT RI
 LW2641  PID         -  LW2641
 LW2641  STATE/COUNTY-  RI/PROVIDENCE
 LW2641  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2641
 LW2641                         *CURRENT SURVEY CONTROL
 LW2641  ___________________________________________________________________
 LW2641* NAD 83(1996)-  41 48 12.36584(N)    071 21 31.02726(W)     ADJUSTED  
 LW2641* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 LW2641  ___________________________________________________________________
 LW2641  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LW2641  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW2641
 LW2641  HORZ ORDER  -  SECOND
 LW2641
 LW2641.The horizontal coordinates were established by classical geodetic methods
 LW2641.and adjusted by the National Geodetic Survey in August 1998..
 LW2641
 LW2641.The orthometric height was scaled from a topographic map.
 LW2641
 LW2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2641
 LW2641.The geoid height was determined by GEOID03.
 LW2641
 LW2641;                    North         East     Units Scale Factor Converg.
 LW2641;SPC RI       -    79,985.442   111,749.458   MT  0.99999545   +0 05 39.3
 LW2641;SPC RI       -   262,418.90    366,631.35   sFT  0.99999545   +0 05 39.3
 LW2641;SPC MA M     -   839,246.738   211,749.388   MT  0.99998844   +0 05 41.9
 LW2641;SPC MA M     - 2,753,428.67    694,714.45   sFT  0.99998844   +0 05 41.9
 LW2641;UTM  19      - 4,630,641.341   304,058.546   MT  1.00007247   -1 34 21.7
 LW2641
 LW2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2641!SPC RI       -   0.99999761  x   0.99999545  =   0.99999306
 LW2641!SPC MA M     -   0.99999761  x   0.99998844  =   0.99998605
 LW2641!UTM  19      -   0.99999761  x   1.00007247  =   1.00007008
 LW2641
 LW2641|---------------------------------------------------------------------|
 LW2641| PID    Reference Object                     Distance      Geod. Az  |
 LW2641|                                                           dddmmss.s |
 LW2641| CB7833 KENT RM 5                            44.800 METERS 01333     |
 LW2641| CB7832 KENT RM 3                            12.034 METERS 11110     |
 LW2641| LW2638 EAST PROVIDENCE MUNICIPAL TANK       16.305 METERS 15601     |
 LW2641| CB7831 KENT RM 2                             9.690 METERS 20207     |
 LW2641| LW2637 KENT RM 4                            30.419 METERS 20835     |
 LW2641| CB7914 MOST SOUTHERLY RAD STA WPRO                        2511154.6 |
 LW2641| LW2675 PROVIDENCE INDUST TRUST TOWER       APPROX. 5.0 KM 2981106.2 |
 LW2641|---------------------------------------------------------------------|
 LW2641
 LW2641                          SUPERSEDED SURVEY CONTROL
 LW2641
 LW2641  NAD 83(1996)-  41 48 12.36561(N)    071 21 31.02701(W) AD(       ) 2
 LW2641  NAD 83(1992)-  41 48 12.36437(N)    071 21 31.02642(W) AD(       ) 2
 LW2641  NAD 83(1992)-  41 48 12.36413(N)    071 21 31.02633(W) AD(       ) 2
 LW2641  NAD 83(1986)-  41 48 12.36406(N)    071 21 31.02675(W) AD(       ) 2
 LW2641  NAD 27      -  41 48 12.00073(N)    071 21 32.82468(W) AD(       ) 2
 LW2641
 LW2641.Superseded values are not recommended for survey control.
 LW2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2641.See file dsdata.txt to determine how the superseded data were derived.
 LW2641
 LW2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0405930641(NAD 83)
 LW2641_MARKER: Z = SEE DESCRIPTION
 LW2641_SETTING: 0 = UNSPECIFIED SETTING
 LW2641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2641
 LW2641  HISTORY     - Date     Condition        Report By
 LW2641  HISTORY     - 1938     MONUMENTED       MAGS
 LW2641  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2641  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2641  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2641
 LW2641                          STATION DESCRIPTION
 LW2641
 LW2641'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1938
 LW2641'STATION LOCATED IN THE NE CORNER OF WIRE ENCLOSURE AROUND EAST
 LW2641'PROVIDENCE MUNICIPAL WATER TANK 1912-1932, ON KENT HEIGHTS, IN
 LW2641'THE EASTERLY PART OF TOWN.  STATION IS 20 FEET E OF WEST FENCE
 LW2641'AND 10 FEET S OF NORTH FENCE, 224 FEET N OF CENTER OF GREENWICH
 LW2641'AVE., AND 193 FEET E OF CENTER OF DOVER AVE. NEARLY OPPOSITE
 LW2641'THE KENT RESIDENCE.  MARKED BY A MASS. DEPT OF PUBLIC WORKS
 LW2641'TRIANGULATION DISK STAMPED KENT 1938 SET IN A 12-INCH CONCRETE
 LW2641'CYLINDER AT GROUND LEVEL.
 LW2641'
 LW2641'R.M. 1 IS IN CONCRETE FLOOR DIRECTLY UNDER CENTER OF WATER
 LW2641'TANK AND MARKED BY USC AND GS REFERENCE DISK STAMPED KENT 1938
 LW2641'1, 53.47 FEET IN GEODETIC AZIMUTH 336 DEG 02 MIN 40 SEC FROM
 LW2641'STATION.  R.M. 1 TO R.M. 2 = 38.90 FEET.
 LW2641'
 LW2641'R.M. 2 IS IN THE NORTHERLY ONE OF THE TWO WEST GRANITE PIERS
 LW2641'OF THE TANK, 31.80 FEET IN GEODETIC AZIMUTH 22 DEG 07 MIN 11
 LW2641'SEC FROM STATION AND MARKED BY A USC AND GS REFERENCE DISK
 LW2641'STAMPED KENT 1938 2.  R.M. 2 TO R.M. 3 = 51.70 FEET.
 LW2641'
 LW2641'R.M. 3 IS IN THE EASTERLY ONE OF THE TWO NORTH GRANITE PIERS
 LW2641'OF THE TANK, MARKED BY A USC AND GS REFERENCE DISK STAMPED KENT
 LW2641'1938 3, 39.44 FEET IN GEODETIC AZIMUTH 291 DEG 12 MIN 38 SEC
 LW2641'FROM STATION.  R.M. 3 TO R.M. 1 = 37.75 FEET.
 LW2641'
 LW2641'AZIMUTH MARK IS MOST SOUTHERLY RADIO MAST OF WPRO IN GEODETIC
 LW2641'AZIMUTH 71 DEG 11 MIN 58 SEC FROM STATION.
 LW2641'
 LW2641'A 90-FOOT TOWER WAS USED.  VIEW OBSTRUCTED FROM ALL DIRECTION.
 LW2641
 LW2641                          STATION RECOVERY (1956)
 LW2641
 LW2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2641'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LW2641'GOOD CONDITION.  THERE WAS NO PUBLISHED DESCRIPTION AVAILABLE.  THE
 LW2641'DISTANCES TO THE REFERENCE MARKS WERE MEASURED AND ARE
 LW2641'INCLUDED IN THE DESCRIPTION WHICH FOLLOWS--
 LW2641'
 LW2641'THE STATION MARK IS LOCATED IN EAST PROVIDENCE, S OF THE
 LW2641'INTERSECTION OF PAWTUCKET AND WARREN AVENUES, ABOUT 760 FT. E-SE
 LW2641'OF PAWTUCKET AVENUE, ABOUT 200 FT. N-NE OF GREENWICH
 LW2641'AVENUE, AND AT THE BASE OF EAST PROVIDENCE WATER TANK (A
 LW2641'PROMINENT BLACK TANK).  IT IS 31.8 FT. NE OF THE W DUAL LEGS,
 LW2641'27.6 FT. NW OF THE N DUAL LEGS, AND 22.7 FT. SE OF THE NE FENCE
 LW2641'CORNER OF A FENCE SURROUNDING THE WATER TANK.  A MASSACHUSETTS
 LW2641'DEPARTMENT OF PUBLIC WORKS DISK, STAMPED KENT R I 1938 SET IN
 LW2641'THE TOP OF A 12-IN. ROUND TERRA-COTTA PIPE FILLED WITH
 LW2641'CONCRETE WHICH IS 2 IN. UNDERGROUND.
 LW2641'
 LW2641'REFERENCE MARK 1 IS IN THE CENTER OF THE BASE OF THE TANK.  A
 LW2641'STANDARD UNITED STATES COAST AND GEODETIC SURVEY REFERENCE-MARK
 LW2641'DISK, STAMPED KENT 1938 RM 1 MGS SET FLUSH WITH AND IN THE
 LW2641'CONCRETE BASE OF THE WATER TANK.
 LW2641'
 LW2641'REFERENCE MARK 2 IS IN THE TOP OF THE CONCRETE BASE FOR THE
 LW2641'MOST N OF THE W DUAL LEGS.  A STANDARD UNITED STATES COAST AND
 LW2641'GEODETIC SURVEY REFERENCE-MARK DISK, STAMPED KENT 1938 RM 2 MGS.
 LW2641'
 LW2641'THE DISTANCE FROM STATION KENT TO REFERENCE MARK 1 IS 16.341
 LW2641'M. (53.61 FT.) AND TO REFERENCE MARK 2 IS 9.719 M. (31.89 FT.).
 LW2641
 LW2641                          STATION RECOVERY (1963)
 LW2641
 LW2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2641'RECOVERED IN GOOD CONDITION AS DESCRIBED.  KEY TO FENCED
 LW2641'ENCLOSURE MUST BE OBTAINED FROM THE EAST PROVIDENCE WATER
 LW2641'DEPARTMENT.
 LW2641
 LW2641                          STATION RECOVERY (1968)
 LW2641
 LW2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2641'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 LW2641'AND FOUND IN GOOD CONDITION.  THE DISTANCE TO RM 1 WAS FOUND TO
 LW2641'BE 0.1 FOOT SHORTER THAN THE PREVIOUS MEASUREMENT.  THE
 LW2641'DISTANCE TO RM 2 WAS FOUND TO BE 0.1 FOOT SHORTER THAN THE
 LW2641'PREVIOUS MEASUREMENT.  THERE WAS NO PREVIOUS INFORMATION
 LW2641'AVAILABLE ON RM 3, WHICH WAS RECOVERED AT THIS TIME.  THERE WAS
 LW2641'NO PREVIOUS DESCRIPTION AVAILABLE FOR THIS STATION.  RM 4 WAS
 LW2641'ESTABLISHED AND OCCUPIED AT THIS TIME DUE TO OBSTRUCTIONS AT
 LW2641'TRUE STATION.
 LW2641'
 LW2641'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF
 LW2641'PROVIDENCE, 1 MILE WEST OF SEEKONK AND AT THE SITE OF EAST
 LW2641'PROVIDENCE WATER TANK.
 LW2641'
 LW2641'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 195 AND
 LW2641'STATE HIGHWAY 114 ABOUT 2-1/2 MILES EAST OF PROVIDENCE, GO
 LW2641'SOUTH ON STATE HIGHWAY 114 FOR 1.2 MILES TO THE PAWTUCKET
 LW2641'AVE. EXIT.  TAKE THE EXIT RAMP FOR ABOUT 0.05 MILE TO A T
 LW2641'INTERSECTION.  TURN RIGHT AND GO NORTHWESTERLY ON WAMPANOAG
 LW2641'TRAIL FOR 0.55 MILE TO THE JUNCTION OF STATE HIGHWAYS 103 AND
 LW2641'114.  TURN RIGHT AND GO NORTHERLY ON HIGHWAYS 103 AND 114 FOR
 LW2641'0.35 MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND GO EASTERLY
 LW2641'ON GREENWICH STREET FOR 0.15 MILE TO THE STATION ON THE LEFT.
 LW2641'
 LW2641'THE STATION MARK IS A MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS
 LW2641'DISK, STAMPED KENT R.I. MGS 1938.  IT IS SET IN THE TOP OF A
 LW2641'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 LW2641'IS 37 FEET EAST OF A FENCE, 31.5 FEET SOUTHEAST OF A POWER
 LW2641'POLE AND 24 FEET WEST OF THE NORTHWEST LEG OF THE WATER TANK.
 LW2641'
 LW2641'RM 1, STAMPED KENT RM 1 MGS 1938 IS A STANDARD USC AND GS
 LW2641'REFERENCE MARK DISK SET IN A DRILL HOLE IN A CONCRETE SLAB IN
 LW2641'THE APPROXIMATE CENTER OF THE BASE OF THE WATER TANK.
 LW2641'
 LW2641'RM 2, STAMPED KENT RM 2 MGS 1938 IS A STANDARD USC AND GS
 LW2641'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE CONCRETE
 LW2641'FOUNDATION OF THE NORTHEAST LEG OF THE WATER TANK, WHICH
 LW2641'PROJECTS 20 INCHES.  IT IS 32.5 FEET EAST OF THE FENCE AND 5.5
 LW2641'FEET SOUTH OF A POWER POLE.
 LW2641'
 LW2641'RM 3, STAMPED KENT RM 3 MGS 1938 IS A STANDARD USC AND GS
 LW2641'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE CONCRETE
 LW2641'FOUNDATION OF THE SOUTHEAST LEG OF THE WATER TANK, WHICH
 LW2641'PROJECTS 20 INCHES.  IT IS 75 FEET SOUTHEAST OF THE POWER POLE
 LW2641'AND 57 FEET WEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING.
 LW2641'
 LW2641'RM 4, STAMPED KENT NO 4 1938 1968 IS A STANDARD DISK SET IN A
 LW2641'ROUND CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 LW2641'SURFACE.  THE UNDERGROUND DISK, STAMPED KENT NO 4 1938 1968 IS
 LW2641'A STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 LW2641'BELOW THE GROUND SURFACE.  IT IS 68 FEET WEST OF A POWER POLE,
 LW2641'50 FEET NORTHWEST OF THE NORTHWEST LEG OF THE WATER TANK AND 11
 LW2641'FEET EAST OF A FENCE.  (NOTE--11B)
 LW2641'
 LW2641'RM 5, STAMPED KENT NO 5 1938 1968 IS A STANDARD DISK SET IN A
 LW2641'ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 34 FEET
 LW2641'NORTHEAST OF THE CENTER OF A FENCE GATE, 16 FEET NORTHEAST OF
 LW2641'THE CENTER OF A PAVED STREET AND 1.5 FEET NORTHWEST OF A METAL
 LW2641'WITNESS POST.  (NOTE--11B)
 LW2641'
 LW2641'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW2641'
 LW2641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2641'1 MILE WEST OF SEEKONK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2637 ***********************************************************************
 LW2637  DESIGNATION -  KENT RM 4
 LW2637  PID         -  LW2637
 LW2637  STATE/COUNTY-  RI/PROVIDENCE
 LW2637  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2637
 LW2637                         *CURRENT SURVEY CONTROL
 LW2637  ___________________________________________________________________
 LW2637* NAD 83(1996)-  41 48 11.50004(N)    071 21 31.65765(W)     ADJUSTED  
 LW2637* NAVD 88     -        45.1    (meters)     148.     (feet)  VERTCON   
 LW2637  ___________________________________________________________________
 LW2637  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LW2637  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW2637
 LW2637  HORZ ORDER  -  FIRST
 LW2637
 LW2637.The horizontal coordinates were established by classical geodetic methods
 LW2637.and adjusted by the National Geodetic Survey in August 1998..
 LW2637
 LW2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2637
 LW2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2637
 LW2637.The geoid height was determined by GEOID03.
 LW2637
 LW2637;                    North         East     Units Scale Factor Converg.
 LW2637;SPC RI       -    79,958.706   111,734.949   MT  0.99999544   +0 05 38.8
 LW2637;SPC RI       -   262,331.19    366,583.75   sFT  0.99999544   +0 05 38.8
 LW2637;SPC MA M     -   839,220.002   211,734.880   MT  0.99998847   +0 05 41.5
 LW2637;SPC MA M     - 2,753,340.96    694,666.85   sFT  0.99998847   +0 05 41.5
 LW2637;UTM  19      - 4,630,615.036   304,043.265   MT  1.00007254   -1 34 22.1
 LW2637
 LW2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2637!SPC RI       -   0.99999755  x   0.99999544  =   0.99999299
 LW2637!SPC MA M     -   0.99999755  x   0.99998847  =   0.99998602
 LW2637!UTM  19      -   0.99999755  x   1.00007254  =   1.00007009
 LW2637
 LW2637|---------------------------------------------------------------------|
 LW2637| PID    Reference Object                     Distance      Geod. Az  |
 LW2637|                                                           dddmmss.s |
 LW2637| CB7833 KENT RM 5                            74.609 METERS 01938     |
 LW2637| LW2641 KENT RI                              30.419 METERS 02835     |
 LW2637| CB7831 KENT RM 2                            20.828 METERS 03135     |
 LW2637| CB7832 KENT RM 3                            34.128 METERS 04903     |
 LW2637| LW2366 BARRINGTON CONG CHURCH SPIRE        APPROX. 6.9 KM 1505331.6 |
 LW2637| LW2360 W BARRINGTON BRISTOL STANDPIPE      APPROX. 6.2 KM 1644351.0 |
 LW2637| LW2361 W BARRINGTON RI LACE WORKS TK       APPROX. 6.0 KM 1683909.9 |
 LW2637| LW2358 WEST BARRINGTON WATER TANK          APPROX. 6.3 KM 1710157.8 |
 LW2637| LW2359 W BARRINGTON ACKMON CORP TANK       APPROX. 6.0 KM 1713754.9 |
 LW2637| LW2643 EAST PROVIDENCE CONG CH SPIRE       APPROX. 0.7 KM 1733426.6 |
 LW2637| LW2549 WARWICK MUNICIPAL TANK              APPROX.13.2 KM 1862113.2 |
 LW2637| LW2557 WARWICK NECK SEM WATER TOWER        APPROX.13.4 KM 1864433.3 |
 LW2637| LW2531 STATE                               APPROX.10.8 KM 2362004.0 |
 LW2637|---------------------------------------------------------------------|
 LW2637
 LW2637                          SUPERSEDED SURVEY CONTROL
 LW2637
 LW2637  NAD 83(1996)-  41 48 11.49980(N)    071 21 31.65741(W) AD(       ) 1
 LW2637  NAD 83(1992)-  41 48 11.49857(N)    071 21 31.65681(W) AD(       ) 1
 LW2637  NAD 83(1992)-  41 48 11.49832(N)    071 21 31.65672(W) AD(       ) 1
 LW2637  NAD 83(1986)-  41 48 11.49816(N)    071 21 31.65722(W) AD(       ) 1
 LW2637  NAD 27      -  41 48 11.13493(N)    071 21 33.45507(W) AD(       ) 1
 LW2637  NGVD 29 (07/19/86)   45.4    (m)          149.     (f) VERT ANG       
 LW2637
 LW2637.Superseded values are not recommended for survey control.
 LW2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2637.See file dsdata.txt to determine how the superseded data were derived.
 LW2637
 LW2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0404330615(NAD 83)
 LW2637_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2637+STABILITY: SURFACE MOTION
 LW2637
 LW2637  HISTORY     - Date     Condition        Report By
 LW2637  HISTORY     - 1968     MONUMENTED       CGS
 LW2637
 LW2637                          STATION DESCRIPTION
 LW2637
 LW2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2637'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF
 LW2637'PROVIDENCE, 1 MILE WEST OF SEEKONK AND AT THE SITE OF THE EAST
 LW2637'PROVIDENCE WATER TANK.
 LW2637'
 LW2637'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 195 AND
 LW2637'STATE HIGHWAY 114 ABOUT 2-1/2 MILES EAST OF PROVIDENCE, GO
 LW2637'SOUTH ON STATE HIGHWAY 114 FOR 1.2 MILES TO THE PAWTUCKET
 LW2637'AVENUE EXIT.  TAKE THE EXIT RAMP FOR ABOUT 0.05 MILE TO A T
 LW2637'INTERSECTION.  TURN RIGHT AND GO NORTHWESTERLY ON WAMPANOAG
 LW2637'TRAIL FOR 0.55 MILE TO THE JUNCTION OF STATE HIGHWAYS 103 AND
 LW2637'114.  TURN RIGHT AND GO NORTHERLY ON HIGHWAYS 103 AND 114 FOR
 LW2637'0.35 MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND GO EASTERLY
 LW2637'ON GREENWICH ST. FOR 0.15 MILE TO THE STATION ON THE LEFT.
 LW2637'
 LW2637'STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED KENT NO 4
 LW2637'1938 1968 IS SET FLUSH WITH THE GROUND SURFACE.  THE
 LW2637'UNDERGROUND MARK IS A REFERENCE MARK DISK STAMPED KENT NO 4
 LW2637'1938 1968.  IT IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 LW2637'INCHES BELOW THE GROUND SURFACE.  IT IS 68 FEET WEST OF A POWER
 LW2637'POLE, 50 FEET NORTHWEST OF THE NORTHWEST LEG OF THE TANK AND 11
 LW2637'FEET EAST OF A FENCE.
 LW2637'
 LW2637'KENT (RI) 1938 IS A MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS
 LW2637'DISK, STAMPED KENT R.I. MGS 1938 AND IS SET FLUSH WITH THE
 LW2637'GROUND SURFACE.  IT IS 37 FEET EAST OF THE FENCE, 31.5 FEET
 LW2637'SOUTHEAST OF A POWER POLE AND 24 FEET WEST OF THE NORTHWEST LEG
 LW2637'OF THE WATER TANK.
 LW2637'
 LW2637'RM 1, STAMPED KENT RM 1 MGS 1938 IS A STANDARD USC AND GS
 LW2637'REFERENCE MARK DISK SET IN A DRILL HOLE IN A CONCRETE SLAB IN
 LW2637'THE APPROXIMATE CENTER OF THE BASE OF THE WATER TANK.
 LW2637'
 LW2637'RM 2, STAMPED KENT RM 2 MGS 1938 IS A STANDARD USC AND GS
 LW2637'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE CONCRETE
 LW2637'FOUNDATION OF THE NORTHEAST LEG OF THE WATER TANK, WHICH
 LW2637'PROJECTS 20 INCHES.  IT IS 32.5 FEET EAST OF THE FENCE AND 5.5
 LW2637'FEET SOUTH OF A POWER POLE.
 LW2637'
 LW2637'RM 3, STAMPED KENT RM 3 MGS 1938 IS A STANDARD USC AND GS
 LW2637'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE CONCRETE
 LW2637'FOUNDATION OF THE SOUTHEAST LEG OF THE WATER TANK, WHICH
 LW2637'PROJECTS 20 INCHES.  IT IS 75 FEET SOUTHEAST OF THE POWER POLE
 LW2637'AND 57 FEET WEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING.
 LW2637'
 LW2637'RM 5, STAMPED KENT NO 5 1938 1968 IS A STANDARD DISK SET IN A
 LW2637'ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 34 FEET
 LW2637'NORTHEAST OF THE CENTER OF A FENCE GATE, 16 FEET NORTHEAST OF
 LW2637'THE CENTER OF A PAVED STREET AND 1.5 FEET NORTHWEST OF A METAL
 LW2637'WITNESS POST.
 LW2637'
 LW2637'NO OBSERVATION COULD BE MADE ON RM 1 DUE TO OBSTRUCTION,
 LW2637'HOWEVER THE DISTANCE FROM RM 1 TO RM 2 IS 38.91 FT. OR 11.860
 LW2637'M. AND THE DISTANCE FROM RM 1 TO RM 3 IS 37.77 FT. OR 11.513 M.
 LW2637'
 LW2637'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3085 ***********************************************************************
 LW3085  DESIGNATION -  KENYON
 LW3085  PID         -  LW3085
 LW3085  STATE/COUNTY-  RI/WASHINGTON
 LW3085  USGS QUAD   -  CAROLINA (1970)
 LW3085
 LW3085                         *CURRENT SURVEY CONTROL
 LW3085  ___________________________________________________________________
 LW3085* NAD 83(1996)-  41 29 22.26151(N)    071 41 39.97289(W)     ADJUSTED  
 LW3085* NAVD 88     -        80.8    (meters)     265.     (feet)  VERTCON   
 LW3085  ___________________________________________________________________
 LW3085  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 LW3085  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW3085
 LW3085  HORZ ORDER  -  FIRST
 LW3085
 LW3085.The horizontal coordinates were established by classical geodetic methods
 LW3085.and adjusted by the National Geodetic Survey in August 1998..
 LW3085
 LW3085.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3085
 LW3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3085
 LW3085.The geoid height was determined by GEOID03.
 LW3085
 LW3085;                    North         East     Units Scale Factor Converg.
 LW3085;SPC RI       -    45,128.514    83,762.742   MT  0.99999699   -0 07 43.7
 LW3085;SPC RI       -   148,059.13    274,811.60   sFT  0.99999699   -0 07 43.7
 LW3085;SPC CT       -   225,813.203   392,946.642   MT  0.99998344   +0 41 59.6
 LW3085;SPC CT       -   740,855.48  1,289,192.44   sFT  0.99998344   +0 41 59.6
 LW3085;UTM  19      - 4,596,605.612   275,068.285   MT  1.00022268   -1 47 08.8
 LW3085
 LW3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3085!SPC RI       -   0.99999209  x   0.99999699  =   0.99998908
 LW3085!SPC CT       -   0.99999209  x   0.99998344  =   0.99997553
 LW3085!UTM  19      -   0.99999209  x   1.00022268  =   1.00021477
 LW3085
 LW3085|---------------------------------------------------------------------|
 LW3085| PID    Reference Object                     Distance      Geod. Az  |
 LW3085|                                                           dddmmss.s |
 LW3085| CB7834 KENYON RM 1                          17.417 METERS 05052     |
 LW3085| CB7836 KENYON RM 3                          73.560 METERS 05336     |
 LW3085| LW1404 RICHMOND                            APPROX. 3.5 KM 0674555.3 |
 LW3085| CB7835 KENYON RM 2                          18.922 METERS 26716     |
 LW3085|---------------------------------------------------------------------|
 LW3085
 LW3085                          SUPERSEDED SURVEY CONTROL
 LW3085
 LW3085  NAD 83(1992)-  41 29 22.26023(N)    071 41 39.97210(W) AD(       ) 1
 LW3085  NAD 83(1986)-  41 29 22.25909(N)    071 41 39.97232(W) AD(       ) 1
 LW3085  NAD 27      -  41 29 21.89998(N)    071 41 41.73427(W) AD(       ) 1
 LW3085  NGVD 29 (07/19/86)   81.1    (m)          266.     (f) VERT ANG       
 LW3085
 LW3085.Superseded values are not recommended for survey control.
 LW3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3085.See file dsdata.txt to determine how the superseded data were derived.
 LW3085
 LW3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7506896606(NAD 83)
 LW3085_MARKER: DS = TRIANGULATION STATION DISK
 LW3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3085+STABILITY: SURFACE MOTION
 LW3085
 LW3085  HISTORY     - Date     Condition        Report By
 LW3085  HISTORY     - 1969     MONUMENTED       CGS
 LW3085  HISTORY     - 1988     GOOD             USPSQD
 LW3085  HISTORY     - 19910331 GOOD             USPSQD
 LW3085
 LW3085                          STATION DESCRIPTION
 LW3085
 LW3085'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3085'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF WESTERLY, 9 MILES
 LW3085'WEST OF KINGSTON, 1-3/4 MILES SOUTHEAST OF HOPE VALLEY, 1-1/4
 LW3085'MILES SOUTHEAST OF INTERSTATE HIGHWAY 95 (STATE HIGHWAY 3) AND ON
 LW3085'PROPERTY OWNED BY THE STATE OF RHODE ISLAND.
 LW3085'
 LW3085'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 LW3085'AND STATE HIGHWAY 138, ABOUT 1 MILE EAST OF HOPE VALLEY, GO
 LW3085'SOUTHWEST ON INTERSTATE HIGHWAY 95 FOR 1.5 MILES TO A CROSSROAD
 LW3085'(HOPE VALLEY ROAD).  TURN LEFT AND GO SOUTH ON HOPE VALLEY ROAD
 LW3085'FOR 0.7 MILE TO A SIDE ROAD LEFT.  CONTINUE SOUTH ON ROAD FOR
 LW3085'0.25 MILE TO A SIDE ROAD LEFT AT SIGN CAROLINA TROUT POND.  TURN
 LW3085'LEFT AND GO EAST ON SAND ROAD FOR 0.3 MILE TO A FORK.  KEEP
 LW3085'RIGHT STRAIGHT AHEAD AND GO 0.05 MILE TO HABEREK TRAIL ON LEFT
 LW3085'AND SHIPPEE TRAIL ON RIGHT.  TURN LEFT AND GO NORTHERLY ON
 LW3085'HABEREK TRAIL FOR 0.55 MILE TO JERUE TRAIL ON RIGHT.  CONTINUE
 LW3085'NORTHERLY UPHILL ON HABEREK TRAIL FOR 0.3 MILE TO KENYON HILL
 LW3085'TRAIL.  TURN LEFT AND GO WEST ON KENYON HILL TRAIL FOR 0.1 MILE
 LW3085'TO A TRIANGLE BLAZED TREE ON LEFT AND STATION AS DESCRIBED.
 LW3085'
 LW3085'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS.
 LW3085'
 LW3085'STATION MARK, STAMPED KENYON 1969, PROJECTS ABOUT 6 INCHES.  IT
 LW3085'IS 49 FEET SOUTH OF A ROCK FENCE, 32 FEET SOUTH OF CENTER OF
 LW3085'TRACK ROAD, 17.5 FEET NORTHEAST OF A TRIANGLE BLAZED TREE AND
 LW3085'9.1 FEET NORTHWEST OF A METAL WITNESS POST.
 LW3085'
 LW3085'RM 1, STAMPED KENYON NO 1 1969, PROJECTS ABOUT 6 INCHES.  IT IS
 LW3085'26.5 FEET SOUTH OF ROCK FENCE, 10 FEET SOUTH OF CENTER OF
 LW3085'TRACK ROAD AND 1.8 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 LW3085'
 LW3085'RM 2, STAMPED KENYON NO 2 1969, PROJECTS ABOUT 7 INCHES.  IT IS
 LW3085'34 FEET SOUTH OF THE ROCK FENCE, 24 FEET SOUTH OF CENTER OF
 LW3085'TRACK ROAD AND 1.8 FEET SOUTH OF A METAL WITNESS POST.
 LW3085'
 LW3085'RM 3, STAMPED KENYON NO 3 1969, PROJECTS ABOUT 8 INCHES.  IT
 LW3085'IS 43 FEET NORTH OF CENTER OF TRACK ROAD, 31 FEET NORTH OF THE
 LW3085'ROCK FENCE AND METAL WITNESS POST AND 5 FEET WEST-SOUTHWEST OF
 LW3085'A 12-INCH PINE TREE.
 LW3085'
 LW3085'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW3085
 LW3085                          STATION RECOVERY (1988)
 LW3085
 LW3085'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW3085'RECOVERED IN GOOD CONDITION.
 LW3085
 LW3085                          STATION RECOVERY (1991)
 LW3085
 LW3085'RECOVERY NOTE BY US POWER SQUADRON 1991 (AW)
 LW3085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3019 ***********************************************************************
 LW3019  DESIGNATION -  KENYON 1871
 LW3019  PID         -  LW3019
 LW3019  STATE/COUNTY-  RI/WASHINGTON
 LW3019  USGS QUAD   -  KINGSTON (1975)
 LW3019
 LW3019                         *CURRENT SURVEY CONTROL
 LW3019  ___________________________________________________________________
 LW3019* NAD 83(1996)-  41 23 25.15341(N)    071 36 59.79718(W)     ADJUSTED  
 LW3019* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 LW3019  ___________________________________________________________________
 LW3019  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LW3019  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW3019
 LW3019  HORZ ORDER  -  THIRD
 LW3019
 LW3019.The horizontal coordinates were established by classical geodetic methods
 LW3019.and adjusted by the National Geodetic Survey in August 1998..
 LW3019
 LW3019.The orthometric height was scaled from a topographic map.
 LW3019
 LW3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3019
 LW3019.The geoid height was determined by GEOID03.
 LW3019
 LW3019;                    North         East     Units Scale Factor Converg.
 LW3019;SPC RI       -    34,099.868    90,247.135   MT  0.99999492   -0 04 37.6
 LW3019;SPC RI       -   111,875.98    296,085.81   sFT  0.99999492   -0 04 37.6
 LW3019;SPC MA M     -   793,359.906   190,246.456   MT  1.00006376   -0 04 42.0
 LW3019;SPC MA M     - 2,602,881.62    624,166.91   sFT  1.00006376   -0 04 42.0
 LW3019;UTM  19      - 4,585,391.904   281,232.687   MT  1.00018902   -1 43 50.7
 LW3019
 LW3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3019!SPC RI       -   1.00000153  x   0.99999492  =   0.99999645
 LW3019!SPC MA M     -   1.00000153  x   1.00006376  =   1.00006529
 LW3019!UTM  19      -   1.00000153  x   1.00018902  =   1.00019055
 LW3019
 LW3019:                Primary Azimuth Mark                     Grid Az
 LW3019:SPC RI       -  BROWNINGS WT HOUSE CEN CHIMNEY           096 47 17.1
 LW3019:SPC MA M     -  BROWNINGS WT HOUSE CEN CHIMNEY           096 47 21.5
 LW3019:UTM  19      -  BROWNINGS WT HOUSE CEN CHIMNEY           098 26 30.2
 LW3019
 LW3019|---------------------------------------------------------------------|
 LW3019| PID    Reference Object                     Distance      Geod. Az  |
 LW3019|                                                           dddmmss.s |
 LW3019| LW3022 BROWNINGS WT HOUSE CEN CHIMNEY      APPROX. 3.4 KM 0964239.5 |
 LW3019| LW0902 GREEN HILL RESET                    APPROX. 2.5 KM 1390256.3 |
 LW3019| LW3018 KENYONS HG HOUSE CENTER CHIM        APPROX. 0.9 KM 1874626.9 |
 LW3019|---------------------------------------------------------------------|
 LW3019
 LW3019                          SUPERSEDED SURVEY CONTROL
 LW3019
 LW3019  NAD 83(1996)-  41 23 25.15215(N)    071 36 59.79631(W) AD(       ) 3
 LW3019  NAD 83(1992)-  41 23 25.15207(N)    071 36 59.79641(W) AD(       ) 3
 LW3019  NAD 83(1992)-  41 23 25.15074(N)    071 36 59.79665(W) AD(       ) 3
 LW3019  NAD 83(1986)-  41 23 25.15068(N)    071 36 59.79666(W) AD(       ) 3
 LW3019  NAD 27      -  41 23 24.78400(N)    071 37 01.57000(W) AD(       ) 3
 LW3019
 LW3019.Superseded values are not recommended for survey control.
 LW3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3019.See file dsdata.txt to determine how the superseded data were derived.
 LW3019
 LW3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8123385392(NAD 83)
 LW3019
 LW3019  HISTORY     - Date     Condition        Report By
 LW3019  HISTORY     - 1871     MONUMENTED       COASUR
 LW3019  HISTORY     - 1913     GOOD             CGS
 LW3019  HISTORY     - 1934     GOOD             RIGS
 LW3019  HISTORY     - 1934     GOOD             RIGS
 LW3019  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LW3019
 LW3019                          STATION DESCRIPTION
 LW3019
 LW3019'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3019'STATION IS ON A SMALL KNOLL ABOUT 2 MILES FROM THE COAST, 1-1/2
 LW3019'MILES E BY N OF CHARLESTOWN AND 10 METERS S OF THE ROAD FROM
 LW3019'WAKEFIELD TO CHARLESTOWN.  THE STATION IS MARKED BY A STANDARD
 LW3019'BRONZE DISK SET IN CONCRETE IN THE TOP OF A TILE WHICH IS
 LW3019'SURROUNDED BY A MASS OF CONCRETE.  A STANDARD REFERENCE DISK, SET
 LW3019'IN A LARGE BOULDER SHOWING 18 INCHES ABOVE GROUND, IS 3.43
 LW3019'METERS (11.25 FEET) TO THE SOUTHEASTWARD OF THE STATION, AND A
 LW3019'HOUSE OWNED BY T.F. ROACH STANDS ABOUT 90 METERS TO THE
 LW3019'WESTWARD.
 LW3019
 LW3019                          STATION RECOVERY (1934)
 LW3019
 LW3019'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3019'DESCRIPTION SHOULD READ--1.70 MILES E BY N OF CHARLESTOWN, NOT
 LW3019'1/2 MILES.  AND REGARDING THE REFERENCE MARK LOCATION, A HOUSE
 LW3019'OWNED BY JAMES WALSH STANDS ABOUT 90 METERS TO THE WESTWARD,
 LW3019'NOT A BARN OWNED BY T.F. ROACH.
 LW3019'
 LW3019'THE CONCRETE MASS OF THE STATION IS BROKEN.  REFERENCE MARK
 LW3019'IN GOOD CONDITION.
 LW3019
 LW3019                          STATION RECOVERY (1934)
 LW3019
 LW3019'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3019'THE STATION IS ABOUT 0.1 MILE W OF THE CHARLESTOWN-SOUTH
 LW3019'KINGSTOWN TOWN LINE IN THE TOWN OF CHARLESTOWN, AND ABOUT 10
 LW3019'METERS S OF THE STONE WALL OR FENCE ON THE S SIDE OF THE POST
 LW3019'ROAD BETWEEN WESTERLY AND WAKEFIELD (U.S. ROUTE 1).
 LW3019'
 LW3019'THE HOUSE FORMERLY OWNED BY T.F. ROACH IS ON THE N SIDE OF
 LW3019'THE HIGHWAY AND IS NOW OWNED BY CARRIE V.H. SPEAR.  IT IS AN OLD
 LW3019'HOUSE WITH FIRST STORY WALLS OF STONE AND THE UPPER STORY WOOD.
 LW3019'
 LW3019'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT
 LW3019'CONDITION AND AS DESCRIBED.
 LW3019
 LW3019                          STATION RECOVERY (1969)
 LW3019
 LW3019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3019'THE STATION WAS RECOVERED WITH THE TOP 6 INCHES OF THE CONCRETE
 LW3019'POST MISSING.  THE REFERENCE MARK WAS RECOVERED AND IS IN GOOD
 LW3019'CONDITION.  THE 1934 TO REACH IS ADEQUATE TO RECOVER THE STATION.
 LW3019'
 LW3019'THERE WERE NO OBSERVATIONS TAKEN TO OR FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2976 ***********************************************************************
 LW2976  DESIGNATION -  KENYON NORTH USE 1909
 LW2976  PID         -  LW2976
 LW2976  STATE/COUNTY-  RI/WASHINGTON
 LW2976  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2976
 LW2976                         *CURRENT SURVEY CONTROL
 LW2976  ___________________________________________________________________
 LW2976* NAD 83(1996)-  41 23 50.09361(N)    071 29 17.67623(W)     ADJUSTED  
 LW2976* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW2976  ___________________________________________________________________
 LW2976  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 LW2976  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW2976
 LW2976  HORZ ORDER  -  THIRD
 LW2976
 LW2976.The horizontal coordinates were established by classical geodetic methods
 LW2976.and adjusted by the National Geodetic Survey in August 1998..
 LW2976
 LW2976.The orthometric height was scaled from a topographic map.
 LW2976
 LW2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2976
 LW2976.The geoid height was determined by GEOID03.
 LW2976
 LW2976;                    North         East     Units Scale Factor Converg.
 LW2976;SPC RI       -    34,862.783   100,983.175   MT  0.99999376   +0 00 28.0
 LW2976;SPC RI       -   114,378.98    331,308.97   sFT  0.99999376   +0 00 28.0
 LW2976;UTM  19      - 4,585,844.748   291,988.062   MT  1.00013252   -1 38 45.6
 LW2976
 LW2976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2976!SPC RI       -   1.00000355  x   0.99999376  =   0.99999731
 LW2976!UTM  19      -   1.00000355  x   1.00013252  =   1.00013607
 LW2976
 LW2976:                Primary Azimuth Mark                     Grid Az
 LW2976:SPC RI       -  BREACHWAY USE 1909                       223 45 10.8
 LW2976:UTM  19      -  BREACHWAY USE 1909                       225 24 24.4
 LW2976
 LW2976|---------------------------------------------------------------------|
 LW2976| PID    Reference Object                     Distance      Geod. Az  |
 LW2976|                                                           dddmmss.s |
 LW2976| LW3011 BREACHWAY USE 1909                  APPROX. 3.2 KM 2234538.8 |
 LW2976|---------------------------------------------------------------------|
 LW2976
 LW2976                          SUPERSEDED SURVEY CONTROL
 LW2976
 LW2976  NAD 83(1996)-  41 23 50.09270(N)    071 29 17.67514(W) AD(       ) 3
 LW2976  NAD 83(1992)-  41 23 50.09222(N)    071 29 17.67554(W) AD(       ) 3
 LW2976  NAD 83(1992)-  41 23 50.09105(N)    071 29 17.67530(W) AD(       ) 3
 LW2976  NAD 83(1986)-  41 23 50.09058(N)    071 29 17.67488(W) AD(       ) 3
 LW2976  NAD 27      -  41 23 49.72500(N)    071 29 19.45500(W) AD(       ) 3
 LW2976
 LW2976.Superseded values are not recommended for survey control.
 LW2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2976.See file dsdata.txt to determine how the superseded data were derived.
 LW2976
 LW2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9198885845(NAD 83)
 LW2976
 LW2976  HISTORY     - Date     Condition        Report By
 LW2976  HISTORY     - 1909     MONUMENTED       CGS
 LW2976  HISTORY     - 1913     GOOD             CGS
 LW2976  HISTORY     - 1934     GOOD             RIGS
 LW2976  HISTORY     - 1948     GOOD             CGS
 LW2976  HISTORY     - 1954     GOOD             CGS
 LW2976  HISTORY     - 20011002 MARK NOT FOUND   USPSQD
 LW2976  HISTORY     - 20020307 GOOD             USPSQD
 LW2976
 LW2976                          STATION DESCRIPTION
 LW2976
 LW2976'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW2976'STATION IS ON THE W SIDE OF POINT JUDITH NECK, ABOUT 3 MILES S OF
 LW2976'WAKEFIELD.  THE STATION IS ON THE TOP OF A BOULDER 12 FEET HIGH,
 LW2976'50 FEET N OF A STONE FENCE, CLOSE TO A FARM ROAD, AND IS MARKED BY
 LW2976'A STANDARD DISK STATION MARK WEDGED IN A DRILL HOLE IN A BOULDER.
 LW2976'THE DISK HAS THE ADDED INSCRIPTION ESTABLISHED BY THE CORPS OF
 LW2976'ENGINEERS, U.S.A.  THE REFERENCE MARK, IS A STANDARD DISK WEDGED
 LW2976'IN A DRILL HOLE IN THE SAME BOULDER 2.52 METERS (8.27 FEET) TO THE
 LW2976'NORTHEASTWARD OF THE STATION.
 LW2976
 LW2976                          STATION RECOVERY (1934)
 LW2976
 LW2976'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2976'THE STATION IS ABOUT 0.4 MILE W OF THE ROAD BETWEEN WAKEFIELD AND
 LW2976'POINT JUDITH NEAR A FARMWAY WHICH LEAVES THAT ROAD OPPOSITE THE
 LW2976'END OF BURNSIDE AVENUE.
 LW2976'
 LW2976'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN THE
 LW2976'PUBLISHED DESCRIPTION AND IN EXCELLENT CONDITION.
 LW2976
 LW2976                          STATION RECOVERY (1948)
 LW2976
 LW2976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FBQ)
 LW2976'STATION IS ON THE W SIDE OF PT. JUDITH NECK, ABOUT 3 MILES S OF
 LW2976'WAKEFIELD, 0.4 MILE W VIA SAND ROAD OF THE JUNCTION OF THE PT.
 LW2976'JUDITH ROAD (PAVED) AND BURNSIDE AVENUE (PAVED).  A SMALL
 LW2976'TRIANGULAR ROAD ISLAND IS LOCATED AT THE JUNCTION OF ROADS.  IT IS
 LW2976'ABOUT 50 FEET N OF THE SAND ROAD, 80 YARDS E OF A CULVERT BENEATH
 LW2976'THE ROAD, AND 120 YARDS E OF A N SIDE ROAD.
 LW2976'
 LW2976'STATION MARK IS A BRONZE DISK WEDGED IN A DRILL HOLE IN A 10-BY
 LW2976'10-FOOT-HIGH BOULDER.  BOULDER OBSCURED BY DENSE GROWTH OF BRUSH.
 LW2976'THE DISK HAS THE ADDED INSCRIPTION ESTABLISHED BY THE CORPS OF
 LW2976'ENGINEERS, U.S.A.
 LW2976'
 LW2976'REFERENCE MARK IS A BRONZE DISK WEDGED IN A DRILL HOLE IN THE SAME
 LW2976'BOULDER 2.52 METERS NNE OF THE STATION.  NOT STAMPED.
 LW2976
 LW2976                          STATION RECOVERY (1954)
 LW2976
 LW2976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2976'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE 1934
 LW2976'RECOVERY NOTE IS ADEQUATE AND COMPLETE.
 LW2976
 LW2976                          STATION RECOVERY (2001)
 LW2976
 LW2976'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2976'REQUIRES SECOND SEARCH.  FOLIAGE AND UNDERBRUSH TOO DENSE.  AFTER
 LW2976'KILLING FROST WILL MAKE ANOTHER ATTEMPT.
 LW2976
 LW2976                          STATION RECOVERY (2002)
 LW2976
 LW2976'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW2976'1948 DESC. RD W IS INDIAN FARM RD. DESC. OTHERWISE GOOD.(REQ A LADDER
 LW2976'TO FIND)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3089 ***********************************************************************
 LW3089  DESIGNATION -  KENYON PIECE DYEWORKS INC TANK
 LW3089  PID         -  LW3089
 LW3089  STATE/COUNTY-  RI/WASHINGTON
 LW3089  USGS QUAD   -  CAROLINA (1970)
 LW3089
 LW3089                         *CURRENT SURVEY CONTROL
 LW3089  ___________________________________________________________________
 LW3089* NAD 83(1996)-  41 26 48.00952(N)    071 37 33.84823(W)     ADJUSTED  
 LW3089* NAVD 88     -                                                        
 LW3089  ___________________________________________________________________
 LW3089  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 LW3089  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW3089
 LW3089  HORZ ORDER  -  THIRD
 LW3089
 LW3089.The horizontal coordinates were established by classical geodetic methods
 LW3089.and adjusted by the National Geodetic Survey in August 1998..
 LW3089
 LW3089
 LW3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3089
 LW3089.The geoid height was determined by GEOID03.
 LW3089
 LW3089;                    North         East     Units Scale Factor Converg.
 LW3089;SPC RI       -    40,359.162    89,465.159   MT  0.99999512   -0 05 00.4
 LW3089;SPC RI       -   132,411.68    293,520.28   sFT  0.99999512   -0 05 00.4
 LW3089;UTM  19      - 4,591,672.395   280,631.649   MT  1.00019226   -1 44 20.2
 LW3089
 LW3089                          SUPERSEDED SURVEY CONTROL
 LW3089
 LW3089  NAD 83(1992)-  41 26 48.00818(N)    071 37 33.84748(W) AD(       ) 4
 LW3089  NAD 83(1986)-  41 26 48.00693(N)    071 37 33.84773(W) AD(       ) 4
 LW3089  NAD 27      -  41 26 47.64487(N)    071 37 35.62054(W) AD(       ) 3
 LW3089
 LW3089.Superseded values are not recommended for survey control.
 LW3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3089.See file dsdata.txt to determine how the superseded data were derived.
 LW3089
 LW3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8063291672(NAD 83)
 LW3089_MARKER: 53 = ELEVATED TANK
 LW3089
 LW3089  HISTORY     - Date     Condition        Report By
 LW3089  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3089  HISTORY     - 1984     GOOD             USPSQD
 LW3089  HISTORY     - 19910331 GOOD             USPSQD
 LW3089  HISTORY     - 19980108 GOOD             USPSQD
 LW3089  HISTORY     - 20011017 GOOD             USPSQD
 LW3089  HISTORY     - 20040419 GOOD             USPSQD
 LW3089
 LW3089                          STATION DESCRIPTION
 LW3089
 LW3089'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3089'STATION IS LOCATED IN THE SMALL VILLAGE OF KENYON.
 LW3089'
 LW3089'THE STATION IS AN OLD TYPE WATER TANK PAINTED SILVER, IS
 LW3089'SUPPORTED BY 4 LEGS AND IS ABOUT 110 FEET HIGH.
 LW3089'
 LW3089'POINT INTERSECTED WAS TOP AND CENTER.
 LW3089
 LW3089                          STATION RECOVERY (1984)
 LW3089
 LW3089'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3089'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LW3089
 LW3089                          STATION RECOVERY (1991)
 LW3089
 LW3089'RECOVERY NOTE BY US POWER SQUADRON 1991 (AW)
 LW3089'RECOVERED IN GOOD CONDITION.
 LW3089
 LW3089                          STATION RECOVERY (1998)
 LW3089
 LW3089'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW3089'RECOVERED IN GOOD CONDITION.
 LW3089
 LW3089                          STATION RECOVERY (2001)
 LW3089
 LW3089'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW3089'RECOVERED IN GOOD CONDITION.
 LW3089
 LW3089                          STATION RECOVERY (2004)
 LW3089
 LW3089'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW3089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0905 ***********************************************************************
 LW0905  DESIGNATION -  KENYON RM
 LW0905  PID         -  LW0905
 LW0905  STATE/COUNTY-  RI/WASHINGTON
 LW0905  USGS QUAD   -  KINGSTON (1975)
 LW0905
 LW0905                         *CURRENT SURVEY CONTROL
 LW0905  ___________________________________________________________________
 LW0905* NAD 83(1986)-  41 23 24.     (N)    071 36 59.     (W)     SCALED    
 LW0905* NAVD 88     -        20.764  (meters)      68.12   (feet)  ADJUSTED  
 LW0905  ___________________________________________________________________
 LW0905  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW0905  DYNAMIC HT  -          20.757 (meters)      68.10  (feet)  COMP
 LW0905  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 LW0905
 LW0905  VERT ORDER  -  SECOND    CLASS 0
 LW0905
 LW0905.The horizontal coordinates were scaled from a topographic map and have
 LW0905.an estimated accuracy of +/- 6 seconds.
 LW0905
 LW0905.The orthometric height was determined by differential leveling
 LW0905.and adjusted by the National Geodetic Survey in June 1991..
 LW0905
 LW0905.The geoid height was determined by GEOID03.
 LW0905
 LW0905.The dynamic height is computed by dividing the NAVD 88
 LW0905.geopotential number by the normal gravity value computed on the
 LW0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0905.degrees latitude (g = 980.6199 gals.).
 LW0905
 LW0905.The modeled gravity was interpolated from observed gravity values.
 LW0905
 LW0905;                    North         East    Units  Estimated Accuracy
 LW0905;SPC RI       -    34,060.       90,270.      MT  (+/- 180 meters Scaled)
 LW0905
 LW0905                          SUPERSEDED SURVEY CONTROL
 LW0905
 LW0905  NGVD 29 (??/??/92)   21.045  (m)           69.05   (f) ADJ UNCH    2 0
 LW0905
 LW0905.Superseded values are not recommended for survey control.
 LW0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0905.See file dsdata.txt to determine how the superseded data were derived.
 LW0905
 LW0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF812853(NAD 83)
 LW0905_MARKER: DR = REFERENCE MARK DISK
 LW0905_SETTING: 80 = SET IN A BOULDER
 LW0905_SP_SET: BOULDER
 LW0905_STAMPING: KENYON RM
 LW0905_MARK LOGO: CGS   
 LW0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0905+STABILITY: SURFACE MOTION
 LW0905
 LW0905  HISTORY     - Date     Condition        Report By
 LW0905  HISTORY     - UNK      MONUMENTED       CGS
 LW0905  HISTORY     - 1969     GOOD             NGS
 LW0905  HISTORY     - 19860606 GOOD             RIGS
 LW0905  HISTORY     - 1990     GOOD             USPSQD
 LW0905
 LW0905                          STATION DESCRIPTION
 LW0905
 LW0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0905'1.6 MI E FROM CHARLESTOWN.
 LW0905'ABOUT 0.95 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 LW0905'OF STATE HIGHWAY 2 AND 112 AT CHARLESTOWN, THENCE 0.1 MILE
 LW0905'SOUTH ALONG A BLACK TOPPED ROAD, THENCE 0.55 MILE EAST ALONG
 LW0905'STATE HIGHWAY 1A, AT THE SUMMIT OF A HILL, ABOUT 400 FEET SOUTHEAST
 LW0905'AND ACROSS THE HIGHWAY FROM A TWO-STORIED RESIDENCE, SET ON THE
 LW0905'TOP OF A 7-BY-6-FOOT BOULDER WHICH PROJECTS 1 FOOT ABOVE THE
 LW0905'GROUND, 71 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 116
 LW0905'FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 LW0905'NO. 6, 16.1 FEET WEST OF KNEW AZ DESCRIBED, 223 FEET WEST OF
 LW0905'THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A BLACK TOP ROAD
 LW0905'LEADING SOUTHWEST (MEASURED ALONG THE HIGHWAY), AND ABOUT 2
 LW0905'FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED
 LW0905'BY GOING 1.6 MILES EAST ALONG STATE HIGHWAY 1A FROM THE
 LW0905'INTERSECTION OF CROSS MILLS ROAD AT CHARLESTOWN.
 LW0905
 LW0905                          STATION RECOVERY (1986)
 LW0905
 LW0905'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0905'ABOUT 0.95 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LW0905'HIGHWAY 2 AND 112 AT CHARLESTOWN, THENCE 0.1 MILE SOUTH ALONG A BLACK
 LW0905'TOPPED ROAD, THENCE 0.55 MILE EAST ALONG STATE HIGHWAY 1A, AT THE
 LW0905'SUMMIT OF A HILL, ABOUT 400 FEET SOUTHEAST AND ACROSS THE HIGHWAY
 LW0905'FROM A TWO-STORIED RESIDENCE, SET ON THE TOP OF A 7-BY-6-FOOT BOULDER
 LW0905'WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 71 FEET SOUTH OF THE CENTER
 LW0905'LINE OF THE HIGHWAY, 116 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY
 LW0905'FROM POWER LINE POLE NO. 6, 16.1 FEET WEST OF KNEW AZ DESCRIBED, 223
 LW0905'FEET WEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A BLACK
 LW0905'TOP ROAD LEADING SOUTHWEST (MEASURED ALONG THE HIGHWAY), AND ABOUT 2
 LW0905'FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED BY
 LW0905'GOING 1.6 MILES EAST ALONG STATE HIGHWAY 1A FROM THE INTERSECTION OF
 LW0905'CROSS MILLS ROAD AT CHARLESTOWN.
 LW0905
 LW0905                          STATION RECOVERY (1990)
 LW0905
 LW0905'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3018 ***********************************************************************
 LW3018  DESIGNATION -  KENYONS HG HOUSE CENTER CHIM
 LW3018  PID         -  LW3018
 LW3018  STATE/COUNTY-  RI/WASHINGTON
 LW3018  USGS QUAD   -  KINGSTON (1975)
 LW3018
 LW3018                         *CURRENT SURVEY CONTROL
 LW3018  ___________________________________________________________________
 LW3018* NAD 83(1996)-  41 22 56.23297(N)    071 37 05.03948(W)     ADJUSTED  
 LW3018* NAVD 88     -                                                        
 LW3018  ___________________________________________________________________
 LW3018  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 LW3018  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LW3018
 LW3018  HORZ ORDER  -  THIRD
 LW3018
 LW3018.The horizontal coordinates were established by classical geodetic methods
 LW3018.and adjusted by the National Geodetic Survey in August 1998..
 LW3018
 LW3018
 LW3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3018
 LW3018.The geoid height was determined by GEOID03.
 LW3018
 LW3018;                    North         East     Units Scale Factor Converg.
 LW3018;SPC RI       -    33,207.831    90,124.128   MT  0.99999495   -0 04 41.0
 LW3018;SPC RI       -   108,949.36    295,682.24   sFT  0.99999495   -0 04 41.0
 LW3018;UTM  19      - 4,584,503.615   281,083.963   MT  1.00018983   -1 43 53.2
 LW3018
 LW3018                          SUPERSEDED SURVEY CONTROL
 LW3018
 LW3018  NAD 83(1996)-  41 22 56.23171(N)    071 37 05.03860(W) AD(       ) 4
 LW3018  NAD 83(1992)-  41 22 56.23162(N)    071 37 05.03871(W) AD(       ) 4
 LW3018  NAD 83(1992)-  41 22 56.23025(N)    071 37 05.03898(W) AD(       ) 4
 LW3018  NAD 83(1986)-  41 22 56.23017(N)    071 37 05.03901(W) AD(       ) 4
 LW3018  NAD 27      -  41 22 55.86000(N)    071 37 06.79000(W) AD(       ) 3
 LW3018
 LW3018.Superseded values are not recommended for survey control.
 LW3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3018.See file dsdata.txt to determine how the superseded data were derived.
 LW3018
 LW3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8108484504(NAD 83)
 LW3018_MARKER: 85 = CHIMNEY
 LW3018
 LW3018  HISTORY     - Date     Condition        Report By
 LW3018  HISTORY     - 1871     FIRST OBSERVED   CGS
 LW3018  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW3018  HISTORY     - 1954     GOOD             CGS
 LW3018
 LW3018                          STATION DESCRIPTION
 LW3018
 LW3018'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3018'THE HAZARD G. KENYON HOUSE WAS OWNED BY HE AND HIS WIFE, RUTH,
 LW3018'IN 1871.  IT PASSED THROUGH THE OWNERSHIP OF CHARLES J. GREENE
 LW3018'AND GEORGE H. PETTEE TO MARY F. WALSH, WHO IS THE OWNER TODAY.
 LW3018'
 LW3018'THE HOUSE STANDS ON THE LINE BETWEEN CHARLESTOWN AND SOUTH
 LW3018'KINGSTOWN ON THE N SIDE OF A ROAD WHICH RUNS E AND W ABOUT 1-1/4
 LW3018'MILES FROM THE SHORE.
 LW3018'
 LW3018'THERE ARE SO MANY CHIMNEYS ON THE HOUSE THAT I AM NOT SURE
 LW3018'WHICH WAS THE CENTER CHIMNEY IN 1871.
 LW3018
 LW3018                          STATION RECOVERY (1954)
 LW3018
 LW3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3018'STATION RECOVERED IN GOOD CONDITION.  THE 1934 RECOVERY NOTE BY
 LW3018'THE RHODE ISLAND GEODETIC SURVEY IS ADEQUATE AND COMPLETE EXCEPT
 LW3018'THAT THE CHIMNEY LOCATED IS THE THIRD CHIMNEY IN THE LINE FROM
 LW3018'THE E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2691 ***********************************************************************
 LW2691  DESIGNATION -  KETTLE POINT 1863
 LW2691  PID         -  LW2691
 LW2691  STATE/COUNTY-  RI/PROVIDENCE
 LW2691  USGS QUAD   -  PROVIDENCE (1975)
 LW2691
 LW2691                         *CURRENT SURVEY CONTROL
 LW2691  ___________________________________________________________________
 LW2691* NAD 83(1996)-  41 47 46.17766(N)    071 22 39.24656(W)     ADJUSTED  
 LW2691* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW2691  ___________________________________________________________________
 LW2691  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 LW2691  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW2691
 LW2691  HORZ ORDER  -  THIRD
 LW2691
 LW2691.The horizontal coordinates were established by classical geodetic methods
 LW2691.and adjusted by the National Geodetic Survey in August 1998..
 LW2691
 LW2691.The orthometric height was scaled from a topographic map.
 LW2691
 LW2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2691
 LW2691.The geoid height was determined by GEOID03.
 LW2691
 LW2691;                    North         East     Units Scale Factor Converg.
 LW2691;SPC RI       -    79,175.056   110,175.789   MT  0.99999502   +0 04 53.8
 LW2691;SPC RI       -   259,760.16    361,468.40   sFT  0.99999502   +0 04 53.8
 LW2691;SPC MA M     -   838,436.339   210,175.740   MT  0.99998932   +0 04 56.1
 LW2691;SPC MA M     - 2,750,769.89    689,551.57   sFT  0.99998932   +0 04 56.1
 LW2691;UTM  19      - 4,629,877.010   302,461.842   MT  1.00008020   -1 35 06.4
 LW2691
 LW2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2691!SPC RI       -   1.00000326  x   0.99999502  =   0.99999828
 LW2691!SPC MA M     -   1.00000326  x   0.99998932  =   0.99999258
 LW2691!UTM  19      -   1.00000326  x   1.00008020  =   1.00008347
 LW2691
 LW2691:                Primary Azimuth Mark                     Grid Az
 LW2691:SPC RI       -  E PROVIDENCE SQUANTUM CLUB STK           117 44 55.9
 LW2691:SPC MA M     -  E PROVIDENCE SQUANTUM CLUB STK           117 44 53.6
 LW2691:UTM  19      -  E PROVIDENCE SQUANTUM CLUB STK           119 24 56.1
 LW2691
 LW2691|---------------------------------------------------------------------|
 LW2691| PID    Reference Object                     Distance      Geod. Az  |
 LW2691|                                                           dddmmss.s |
 LW2691| LW2653 E PROVIDENCE SQUANTUM CLUB STK      APPROX. 0.8 KM 1174949.7 |
 LW2691| LW2630 POMHAM ROCKS LIGHTHOUSE             APPROX. 2.2 KM 1615933.6 |
 LW2691| LW2729 SABINE POINT LIGHTHOUSE             APPROX. 3.8 KM 1771202.1 |
 LW2691| LW2701 FULLER ROCKS LIGHT                  292.737 METERS 21714     |
 LW2691| LW2692 PROVIDENCE SEWAGE DISPOSAL STK      APPROX. 1.1 KM 2641622.8 |
 LW2691| LW2702 PROVIDENCE GAS CO STACK             APPROX. 1.4 KM 2824230.9 |
 LW2691| LW2673 PROVIDENCE NARRAG ELEC N STACK      APPROX. 3.5 KM 3173004.5 |
 LW2691|---------------------------------------------------------------------|
 LW2691
 LW2691                          SUPERSEDED SURVEY CONTROL
 LW2691
 LW2691  NAD 83(1996)-  41 47 46.17744(N)    071 22 39.24644(W) AD(       ) 3
 LW2691  NAD 83(1992)-  41 47 46.17615(N)    071 22 39.24569(W) AD(       ) 3
 LW2691  NAD 83(1992)-  41 47 46.17594(N)    071 22 39.24569(W) AD(       ) 3
 LW2691  NAD 83(1986)-  41 47 46.17591(N)    071 22 39.24500(W) AD(       ) 3
 LW2691  NAD 27      -  41 47 45.85300(N)    071 22 41.10800(W) AD(       ) 3
 LW2691
 LW2691.Superseded values are not recommended for survey control.
 LW2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2691.See file dsdata.txt to determine how the superseded data were derived.
 LW2691
 LW2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0246229877(NAD 83)
 LW2691
 LW2691  HISTORY     - Date     Condition        Report By
 LW2691  HISTORY     - 1863     MONUMENTED       COASUR
 LW2691  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2691  HISTORY     - 1934     SEE DESCRIPTION  USGS
 LW2691  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2691  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2691  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2691  HISTORY     - 20040623 GOOD             EPDPW
 LW2691
 LW2691                          STATION DESCRIPTION
 LW2691
 LW2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2691'STATION IS ON THE E SHORE OF PROVIDENCE RIVER, ON A POINT OF THE
 LW2691'SAME NAME, ABOUT 3/8 MILE NE OF FIELD POINT, AND ABOUT 1-3/4
 LW2691'MILES SE OF FOX POINT, IN THE CITY OF PROVIDENCE.  THE STATION IS
 LW2691'ON THE SLOPE OF A RIDGE ABOUT 20 FEET BELOW THE HIGHEST POINT, ON
 LW2691'THE FIRST POINT OF LAND N OF FULLER ROCKS LIGHTHOUSE.  IT IS
 LW2691'22 METERS FROM A WIRE FENCE ALONG THE RAILROAD RIGHT-OF-WAY, 60
 LW2691'METERS N OF A STONE FENCE, 34 METERS FROM THE RAILROAD TRACKS,
 LW2691'AND 10 METERS FROM THE TOP OF THE BLUFF.  THE STATION IS
 LW2691'MARKED BY A STANDARD DISK STATION MARK SET IN CONCRETE AT THE
 LW2691'CENTER OF THE TOP OF A TILE WHICH IS SURROUNDED BY A MASS OF
 LW2691'CONCRETE.  THE UNDERGROUND MARK IS A BOTTLE BURIED 3 FEET DEEP.  A
 LW2691'STANDARD REFERENCE MARK SET IN A BOULDER SHOWING 0.3 METER
 LW2691'ABOVE GROUND IS 1.42 METERS (4.66 FEET) TO THE SW OF THE
 LW2691'STATION.
 LW2691
 LW2691                          STATION RECOVERY (1934)
 LW2691
 LW2691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 LW2691'STATION IS ON THE E SHORE OF PROVIDENCE RIVER, ON KETTLE POINT,
 LW2691'ABOUT 3/8 MILE NE OF FIELD POINT, ABOUT 1-3/4 MILES SE OF THE FOX
 LW2691'POINT, AND ABOUT 600 OR 700 FEET IN FROM THE EXTREMITY OF THE
 LW2691'POINT.
 LW2691'
 LW2691'THE STATION IS ON THE HIGH PART OF THE HILL IN TANK YARD AND PLANT
 LW2691'OF THE MEXICAN PETROLEUM COMPANY, 34 METERS E OF THE RAILROAD,
 LW2691'ABOUT 150 FEET S OF PRIVATE ROAD, AND 22 METERS E OF HIGH WIRE
 LW2691'FENCE ALONG RAILROAD RIGHT-OF-WAY.
 LW2691
 LW2691                          STATION RECOVERY (1935)
 LW2691
 LW2691'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2691'FOUND THE STATION MARKED AND REFERENCED AS DESCRIBED AND IN
 LW2691'EXCELLENT CONDITION.
 LW2691'
 LW2691'THE STATION IS ABOUT 22 METERS E OF THE CHAIN LINK WIRE FENCE
 LW2691'ALONG THE E SIDE OF THE RAILROAD RIGHT-OF-WAY.
 LW2691'
 LW2691'THE STONE WALL 60 METERS S OF THE STATION LIES BETWEEN THE
 LW2691'PROPERTY OF THE ATLANTIC REFINING COMPANY AND THE MEXICAN
 LW2691'PETROLEUM CORPORATION.  ON THE N SIDE OF THE WALL AND PARALLEL TO
 LW2691'IT IS A WIRE FENCE.  THE STATION IS ON A BLUFF ABOUT 50 FEET
 LW2691'ABOVE THE RIVER ON PROPERTY OF THE MEXICAN PETROLEUM CORPORATION.
 LW2691'
 LW2691'IN REWRITING THE DESCRIPTION, OMIT THE PHRASES THE STATION IS
 LW2691'ON THE SLOPE OF A RIDGE ABOUT 20 FEET BELOW THE HIGHEST POINT
 LW2691'AND 10 METERS FROM THE TOP OF THE BLUFF.
 LW2691'
 LW2691'THE STATION IS ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 LW2691
 LW2691                          STATION RECOVERY (1956)
 LW2691
 LW2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2691'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 LW2691'CONDITION.  THE DISTANCES WERE VERIFIED.  THE PUBLISHED
 LW2691'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS AND
 LW2691'ADDITIONS--
 LW2691'
 LW2691'THE PROPERTY IS NOW OCCUPIED BY THE AMERICAN OIL COMPANY.  THE
 LW2691'STATION IS SW OF THEIR OFFICE BUILDING AND W OF TANK 108.  NEITHER
 LW2691'OF THE MARKS IS STAMPED.
 LW2691
 LW2691                          STATION RECOVERY (1963)
 LW2691
 LW2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2691'RECOVERED IN GOOD CONDITION AS DESCRIBED, ON PROPERTY OF
 LW2691'AMERICAN OIL COMPANY.
 LW2691
 LW2691                          STATION RECOVERY (2004)
 LW2691
 LW2691'RECOVERY NOTE BY   2004
 LW2691'STATION IS ON THE PROPERTY OF AMERICAN OIL COMPANY, IN HEAVILY WOODED
 LW2691'AND OVERGROWN AREA ON HILL, APPROX. 110 FEET EAST OF EAST BAY BIKE
 LW2691'PATH (FORMER RAILROAD RIGHT OF WAY), APPROX. 150 FEET SOUTH OF A
 LW2691'PRIVATE ROAD. THE STATION (NOT STAMPED) IS 8 INCHES BELOW THE SURFACE
 LW2691'OF THE GROUND AND WITNESSED BY A IRON PIPE. BEST ACCESS TO STATION IS
 LW2691'VIA KETTLE POINT ROAD (CLOSED TO PUBLIC) OFF OF VETERANS MEMORIAL
 LW2691'PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2323 ***********************************************************************
 LW2323  DESIGNATION -  KID 1913
 LW2323  PID         -  LW2323
 LW2323  STATE/COUNTY-  RI/BRISTOL
 LW2323  USGS QUAD   -  BRISTOL (1975)
 LW2323
 LW2323                         *CURRENT SURVEY CONTROL
 LW2323  ___________________________________________________________________
 LW2323* NAD 83(1996)-  41 41 36.82295(N)    071 17 33.06398(W)     ADJUSTED  
 LW2323* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2323  ___________________________________________________________________
 LW2323  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 LW2323  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW2323
 LW2323  HORZ ORDER  -  THIRD
 LW2323
 LW2323.The horizontal coordinates were established by classical geodetic methods
 LW2323.and adjusted by the National Geodetic Survey in August 1998..
 LW2323
 LW2323.The orthometric height was scaled from a topographic map.
 LW2323
 LW2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2323
 LW2323.The geoid height was determined by GEOID03.
 LW2323
 LW2323;                    North         East     Units Scale Factor Converg.
 LW2323;SPC RI       -    67,793.236   117,272.184   MT  0.99999742   +0 08 16.8
 LW2323;SPC RI       -   222,418.31    384,750.49   sFT  0.99999742   +0 08 16.8
 LW2323;UTM  19      - 4,618,293.016   309,224.989   MT  1.00004789   -1 31 31.1
 LW2323
 LW2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2323!SPC RI       -   1.00000375  x   0.99999742  =   1.00000117
 LW2323!UTM  19      -   1.00000375  x   1.00004789  =   1.00005164
 LW2323
 LW2323:                Primary Azimuth Mark                     Grid Az
 LW2323:SPC RI       -  WARREN BERKSHIRE MILLS STK               005 31 17.5
 LW2323:UTM  19      -  WARREN BERKSHIRE MILLS STK               007 11 05.4
 LW2323
 LW2323|---------------------------------------------------------------------|
 LW2323| PID    Reference Object                     Distance      Geod. Az  |
 LW2323|                                                           dddmmss.s |
 LW2323| LW2311 WARREN BERKSHIRE MILLS STK          APPROX. 4.6 KM 0053934.3 |
 LW2323| LW2327 PRUDENCE USE 1909                   APPROX. 5.6 KM 2265548.8 |
 LW2323| LW2560 WARWICK LIGHT                       APPROX. 7.7 KM 2474207.9 |
 LW2323| LW2362 ALLEN ROCK LIGHT                    APPROX. 2.2 KM 3584147.9 |
 LW2323|---------------------------------------------------------------------|
 LW2323
 LW2323                          SUPERSEDED SURVEY CONTROL
 LW2323
 LW2323  NAD 83(1996)-  41 41 36.82274(N)    071 17 33.06385(W) AD(       ) 3
 LW2323  NAD 83(1992)-  41 41 36.82127(N)    071 17 33.06301(W) AD(       ) 3
 LW2323  NAD 83(1992)-  41 41 36.82095(N)    071 17 33.06295(W) AD(       ) 3
 LW2323  NAD 83(1986)-  41 41 36.82162(N)    071 17 33.06207(W) AD(       ) 3
 LW2323  NAD 27      -  41 41 36.47100(N)    071 17 34.88500(W) AD(       ) 3
 LW2323
 LW2323.Superseded values are not recommended for survey control.
 LW2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2323.See file dsdata.txt to determine how the superseded data were derived.
 LW2323
 LW2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0922518293(NAD 83)
 LW2323
 LW2323  HISTORY     - Date     Condition        Report By
 LW2323  HISTORY     - 1913     MONUMENTED       CGS
 LW2323  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2323  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2323  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LW2323  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2323
 LW2323                          STATION DESCRIPTION
 LW2323
 LW2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2323'STATION IS ON A LARGE ROCK ON THE E SIDE OF NARRAGANSETT BAY,
 LW2323'AT THE FOOT OF THE BLUFF W OF BRISTOL HIGHLANDS, ABOUT A MILE
 LW2323'S OF THE MOUTH OF WARREN RIVER, AND 1-1/2 MILES WNW OF
 LW2323'BRISTOL.  THE STATION IS MARKED BY A DRILLED HOLE WITHIN A
 LW2323'TRIANGLE CUT IN THE ROCK.
 LW2323
 LW2323                          STATION RECOVERY (1934)
 LW2323
 LW2323'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2323'STATION RECOVERED.  DRILL HOLE FOUND BUT TRIANGLE IN SANDSTONE
 LW2323'ROCK GONE FROM EROSION.
 LW2323
 LW2323                          STATION RECOVERY (1935)
 LW2323
 LW2323'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2323'AT THE LOCATION DESCRIBED, THERE IS A LARGE DETACHED BOULDER ON
 LW2323'THE SHORE, AND IN THE TOP OF IT, THERE IS A DRILL HOLE WITH THREE
 LW2323'SMALLER DRILL HOLES ARRANGED IN TRIANGULAR FORM ABOUT THE
 LW2323'CENTER ONE.  THERE IS A POSSIBILITY THAT THIS MAY BE THE STATION,
 LW2323'ALTHOUGH THE MARKING IS NOT IN STRICT CONFORMITY TO THAT GIVEN
 LW2323'IN THE DESCRIPTION.
 LW2323'
 LW2323'FOUND NO OTHER BOULDER ON WHICH THERE WAS ANY MARK.
 LW2323
 LW2323                          STATION RECOVERY (1942)
 LW2323
 LW2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WM)
 LW2323'STATION MARKING IS AS REPORTED BY R.I. GEOD. S., 1935.  HURRICANE
 LW2323'CUT BANK BACK SO THAT ROCK IS ENTIRELY CLEAR OF BANK.  NO
 LW2323'EVIDENCE OF MOVING.  TOP OF ROCK HAS BEEN PEELED AWAY, PERHAPS
 LW2323'BY FROST, SO THAT DRILL HOLES ARE VERY SHALLOW.
 LW2323
 LW2323                          STATION RECOVERY (1956)
 LW2323
 LW2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2323'THE STATION WAS RECOVERED AS DESCRIBED BY THE R.I. GEOD. SUR. IN
 LW2323'1935.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 LW2323'ADDITIONS--
 LW2323'
 LW2323'THE BOULDER IS 150 FT. N OF MULBERRY ROAD, EXTENDED 40 FT. E OF
 LW2323'THE BANK, ABOUT 15 FT. IN DIAMETER AND ABOUT 10 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8256 ***********************************************************************
 AA8256  DESIGNATION -  KIN A
 AA8256  PID         -  AA8256
 AA8256  STATE/COUNTY-  RI/KENT
 AA8256  USGS QUAD   -  EAST GREENWICH (1975)
 AA8256
 AA8256                         *CURRENT SURVEY CONTROL
 AA8256  ___________________________________________________________________
 AA8256* NAD 83(1996)-  41 43 49.55533(N)    071 25 31.77120(W)     ADJUSTED  
 AA8256* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AA8256  ___________________________________________________________________
 AA8256  X           -   1,518,459.028 (meters)                     COMP
 AA8256  Y           -  -4,518,659.194 (meters)                     COMP
 AA8256  Z           -   4,223,295.963 (meters)                     COMP
 AA8256  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 AA8256  ELLIP HEIGHT-         -15.41  (meters)          (06/13/02) GPS OBS
 AA8256  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AA8256
 AA8256  HORZ ORDER  -  FIRST
 AA8256  ELLP ORDER  -  FOURTH    CLASS II
 AA8256
 AA8256.The horizontal coordinates were established by GPS observations
 AA8256.and adjusted by the National Geodetic Survey in August 1998..
 AA8256
 AA8256.The orthometric height was scaled from a topographic map.
 AA8256
 AA8256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8256
 AA8256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8256
 AA8256.The ellipsoidal height was determined by GPS observations
 AA8256.and is referenced to NAD 83.
 AA8256
 AA8256.The geoid height was determined by GEOID03.
 AA8256
 AA8256;                    North         East     Units Scale Factor Converg.
 AA8256;SPC RI       -    71,870.169   106,198.991   MT  0.99999422   +0 02 58.5
 AA8256;SPC RI       -   235,794.05    348,421.19   sFT  0.99999422   +0 02 58.5
 AA8256;UTM  19      - 4,622,690.115   298,273.990   MT  1.00010078   -1 36 54.1
 AA8256
 AA8256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8256!SPC RI       -   1.00000242  x   0.99999422  =   0.99999664
 AA8256!UTM  19      -   1.00000242  x   1.00010078  =   1.00010320
 AA8256
 AA8256|---------------------------------------------------------------------|
 AA8256| PID    Reference Object                     Distance      Geod. Az  |
 AA8256|                                                           dddmmss.s |
 AA8256| AA8257 KIN B                                43.922 METERS 00315     |
 AA8256|---------------------------------------------------------------------|
 AA8256
 AA8256                          SUPERSEDED SURVEY CONTROL
 AA8256
 AA8256  ELLIP H (08/17/98)  -15.45   (m)                       GP(       ) 4 1
 AA8256  NAD 83(1996)-  41 43 49.55527(N)    071 25 31.77120(W) AD(       ) 1
 AA8256  NAD 83(1992)-  41 43 49.55368(N)    071 25 31.77033(W) AD(       ) 1
 AA8256  ELLIP H (01/17/96)  -15.47   (m)                       GP(       ) 4 2
 AA8256  NAD 83(1986)-  41 43 49.55344(N)    071 25 31.76778(W) AD(       ) 1
 AA8256
 AA8256.Superseded values are not recommended for survey control.
 AA8256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8256.See file dsdata.txt to determine how the superseded data were derived.
 AA8256
 AA8256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9827422690(NAD 83)
 AA8256_MARKER: DD = SURVEY DISK
 AA8256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8256_STAMPING: KIN A 1994
 AA8256_MARK LOGO: NOS   
 AA8256_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8256+STABILITY: SURFACE MOTION
 AA8256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8256+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8256
 AA8256  HISTORY     - Date     Condition        Report By
 AA8256  HISTORY     - 1994     MONUMENTED       CGS
 AA8256
 AA8256                          STATION DESCRIPTION
 AA8256
 AA8256'DESCRIBED BY COAST AND GEODETIC SURVEY 1994 (RPB)
 AA8256'THE STATION IS LOCATED AT THE T.F.  GREEN AIRPORT IN A GRASS AREA JUST
 AA8256'SOUTH OF THE NORTHSTAR AVIATION RAMP.  THE STATION IS A STANDARD NOS
 AA8256'BRASS DISK SET INTO THE TOP OF A CONCRETE MONUMENT.  IT IS 224.5 FT
 AA8256'(68.4 M) EAST OF THE EAST EDGE OF AN ASPHALT TAXIWAY LEADING TO AN OLD
 AA8256'ASPHALT TIE-DOWN AREA, 120.7 FT (36.8 M) NORTH OF THE NORTH EDGE OF
 AA8256'THE OLD TIE-DOWN AREA, AND 25.05 M (82.18 FT) SOUTH OF THE SOUTH EDGE
 AA8256'OF THE CONCRETE APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8257 ***********************************************************************
 AA8257  DESIGNATION -  KIN B
 AA8257  PID         -  AA8257
 AA8257  STATE/COUNTY-  RI/KENT
 AA8257  USGS QUAD   -  EAST GREENWICH (1975)
 AA8257
 AA8257                         *CURRENT SURVEY CONTROL
 AA8257  ___________________________________________________________________
 AA8257* NAD 83(1996)-  41 43 50.97666(N)    071 25 31.66329(W)     ADJUSTED  
 AA8257* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 AA8257  ___________________________________________________________________
 AA8257  X           -   1,518,452.292 (meters)                     COMP
 AA8257  Y           -  -4,518,631.318 (meters)                     COMP
 AA8257  Z           -   4,223,329.241 (meters)                     COMP
 AA8257  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 AA8257  ELLIP HEIGHT-         -14.58  (meters)          (06/13/02) GPS OBS
 AA8257  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AA8257
 AA8257  HORZ ORDER  -  FIRST
 AA8257  ELLP ORDER  -  FOURTH    CLASS II
 AA8257
 AA8257.The horizontal coordinates were established by GPS observations
 AA8257.and adjusted by the National Geodetic Survey in August 1998..
 AA8257
 AA8257.The orthometric height was scaled from a topographic map.
 AA8257
 AA8257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8257
 AA8257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8257
 AA8257.The ellipsoidal height was determined by GPS observations
 AA8257.and is referenced to NAD 83.
 AA8257
 AA8257.The geoid height was determined by GEOID03.
 AA8257
 AA8257;                    North         East     Units Scale Factor Converg.
 AA8257;SPC RI       -    71,914.022   106,201.447   MT  0.99999422   +0 02 58.6
 AA8257;SPC RI       -   235,937.92    348,429.25   sFT  0.99999422   +0 02 58.6
 AA8257;UTM  19      - 4,622,733.883   298,277.719   MT  1.00010077   -1 36 54.0
 AA8257
 AA8257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8257!SPC RI       -   1.00000229  x   0.99999422  =   0.99999651
 AA8257!UTM  19      -   1.00000229  x   1.00010077  =   1.00010306
 AA8257
 AA8257|---------------------------------------------------------------------|
 AA8257| PID    Reference Object                     Distance      Geod. Az  |
 AA8257|                                                           dddmmss.s |
 AA8257| AA8256 KIN A                                43.922 METERS 18315     |
 AA8257|---------------------------------------------------------------------|
 AA8257
 AA8257                          SUPERSEDED SURVEY CONTROL
 AA8257
 AA8257  ELLIP H (08/17/98)  -14.61   (m)                       GP(       ) 4 1
 AA8257  NAD 83(1996)-  41 43 50.97660(N)    071 25 31.66329(W) AD(       ) 1
 AA8257  NAD 83(1992)-  41 43 50.97501(N)    071 25 31.66243(W) AD(       ) 1
 AA8257  ELLIP H (01/17/96)  -14.64   (m)                       GP(       ) 4 2
 AA8257  NAD 83(1986)-  41 43 50.97477(N)    071 25 31.65987(W) AD(       ) 1
 AA8257
 AA8257.Superseded values are not recommended for survey control.
 AA8257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8257.See file dsdata.txt to determine how the superseded data were derived.
 AA8257
 AA8257_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9827822734(NAD 83)
 AA8257_MARKER: DD = SURVEY DISK
 AA8257_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA8257_SP_SET: DRILL HOLE IN APRON
 AA8257_STAMPING: KIN B 1994
 AA8257_MARK LOGO: NOS   
 AA8257_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8257+STABILITY: SURFACE MOTION
 AA8257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8257+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8257
 AA8257  HISTORY     - Date     Condition        Report By
 AA8257  HISTORY     - 1994     MONUMENTED       CGS
 AA8257
 AA8257                          STATION DESCRIPTION
 AA8257
 AA8257'DESCRIBED BY COAST AND GEODETIC SURVEY 1994 (RPB)
 AA8257'THE STATION IS LOCATED AT THE T.F.  GREEN AIRPORT ON THE SOUTH END OF
 AA8257'THE NORTHSTAR AVIATION APRON.  THE STATION IS A STANDARD NOS BRASS
 AA8257'DISK SET INTO A DRILL HOLE IN THE CONCRETE APRON.  IT IS 26.16 M
 AA8257'(85.83 FT) SSE OF THE SOUTH EDGE OF A METAL DRAIN GRATE IN THE APRON,
 AA8257'18.7 M (61.4 FT) NORTH OF THE SOUTH EDGE OF THE CONCRETE APRON, AND
 AA8257'6.45 M (21.16 FT) EAST OF THE EAST EDGE OF A N/S PAINTED WHITE LINE ON
 AA8257'THE APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1016 ***********************************************************************
 LW1016  DESIGNATION -  KINGSTON
 LW1016  PID         -  LW1016
 LW1016  STATE/COUNTY-  RI/WASHINGTON
 LW1016  USGS QUAD   -  KINGSTON (1975)
 LW1016
 LW1016                         *CURRENT SURVEY CONTROL
 LW1016  ___________________________________________________________________
 LW1016* NAD 83(1996)-  41 28 51.67211(N)    071 31 11.57971(W)     ADJUSTED  
 LW1016* NAVD 88     -        74.355  (meters)     243.95   (feet)  ADJUSTED  
 LW1016  ___________________________________________________________________
 LW1016  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 LW1016  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW1016  DYNAMIC HT  -          74.329 (meters)     243.86  (feet)  COMP
 LW1016  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW1016
 LW1016  HORZ ORDER  -  FIRST
 LW1016  VERT ORDER  -  SECOND    CLASS 0
 LW1016
 LW1016.The horizontal coordinates were established by classical geodetic methods
 LW1016.and adjusted by the National Geodetic Survey in August 1998..
 LW1016
 LW1016.The orthometric height was determined by differential leveling
 LW1016.and adjusted by the National Geodetic Survey in June 1991..
 LW1016
 LW1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1016
 LW1016.The geoid height was determined by GEOID03.
 LW1016
 LW1016.The dynamic height is computed by dividing the NAVD 88
 LW1016.geopotential number by the normal gravity value computed on the
 LW1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1016.degrees latitude (g = 980.6199 gals.).
 LW1016
 LW1016.The modeled gravity was interpolated from observed gravity values.
 LW1016
 LW1016;                    North         East     Units Scale Factor Converg.
 LW1016;SPC RI       -    44,166.748    98,339.350   MT  0.99999378   -0 00 47.4
 LW1016;SPC RI       -   144,903.74    322,635.02   sFT  0.99999378   -0 00 47.4
 LW1016;UTM  19      - 4,595,222.553   289,613.732   MT  1.00014474   -1 40 11.0
 LW1016
 LW1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1016!SPC RI       -   0.99999308  x   0.99999378  =   0.99998686
 LW1016!UTM  19      -   0.99999308  x   1.00014474  =   1.00013782
 LW1016
 LW1016|---------------------------------------------------------------------|
 LW1016| PID    Reference Object                     Distance      Geod. Az  |
 LW1016|                                                           dddmmss.s |
 LW1016| LW3032 KINGSTON WATER DEPT TANK             21.455 METERS 00510     |
 LW1016| LW1017 KINGSTON RM 1                        25.325 METERS 04135     |
 LW1016| LW0673 MC SPARRAN 4                        APPROX. 5.6 KM 0711638.2 |
 LW1016| LW2938 NARRAGANSETT TOWN STANDPIPE         APPROX. 6.9 KM 0814846.0 |
 LW1016| LW1015 KINGSTON RM 2                        28.451 METERS 13834     |
 LW1016| LW2934 WAKEFIELD CHURCH GRAY SPIRE         APPROX. 4.9 KM 1570309.4 |
 LW1016| LW1014 KINGSTON RM 3                        85.734 METERS 15825     |
 LW1016| LW3015 WAKEFIELD STANDPIPE                 APPROX. 3.4 KM 1642136.5 |
 LW1016| LW3010 KINGSTON CONG CH SPIRE              479.400 METERS 2590700.5 |
 LW1016| LW3031 KINGSTON UNIV OF RI TANK            APPROX. 0.9 KM 3273324.1 |
 LW1016|---------------------------------------------------------------------|
 LW1016
 LW1016                          SUPERSEDED SURVEY CONTROL
 LW1016
 LW1016  NAD 83(1996)-  41 28 51.67121(N)    071 31 11.57890(W) AD(       ) 1
 LW1016  NAD 83(1992)-  41 28 51.67067(N)    071 31 11.57897(W) AD(       ) 1
 LW1016  NAD 83(1992)-  41 28 51.66984(N)    071 31 11.57896(W) AD(       ) 1
 LW1016  NAD 83(1986)-  41 28 51.66939(N)    071 31 11.57845(W) AD(       ) 1
 LW1016  NAD 27      -  41 28 51.30479(N)    071 31 13.36274(W) AD(       ) 1
 LW1016  NGVD 29 (??/??/92)   74.632  (m)          244.86   (f) ADJ UNCH    2 0
 LW1016
 LW1016.Superseded values are not recommended for survey control.
 LW1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1016.See file dsdata.txt to determine how the superseded data were derived.
 LW1016
 LW1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8961495223(NAD 83)
 LW1016_MARKER: DS = TRIANGULATION STATION DISK
 LW1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1016_SP_SET: CONCRETE POST
 LW1016_STAMPING: KINGSTON 1969
 LW1016_MARK LOGO: CGS   
 LW1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1016+STABILITY: SURFACE MOTION
 LW1016
 LW1016  HISTORY     - Date     Condition        Report By
 LW1016  HISTORY     - 1969     MONUMENTED       CGS
 LW1016  HISTORY     - 1969     GOOD             CGS
 LW1016  HISTORY     - 1984     GOOD             USPSQD
 LW1016  HISTORY     - 1984     GOOD             USPSQD
 LW1016  HISTORY     - 1988     GOOD             USPSQD
 LW1016  HISTORY     - 1988     GOOD             LOCENG
 LW1016  HISTORY     - 1988     GOOD             USPSQD
 LW1016  HISTORY     - 19880311 GOOD             RIGS
 LW1016  HISTORY     - 1989     GOOD             USPSQD
 LW1016  HISTORY     - 1990     GOOD             USPSQD
 LW1016  HISTORY     - 20011010 GOOD             USPSQD
 LW1016  HISTORY     - 20060630 GOOD             USPSQD
 LW1016
 LW1016                          STATION DESCRIPTION
 LW1016
 LW1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW1016'STATION IS LOCATED ABOUT 11 MILES WEST OF NEWPORT, 10-1/4 MILES
 LW1016'EAST-SOUTHEAST OF HOPE VALLEY, 4-1/2 MILES NORTHWEST OF
 LW1016'NARRAGANSETT PIER, ON EAST EDGE OF KINGSTON AND ON PROPERTY OF
 LW1016'THE KINGSTON WATER DEPARTMENT AT THE WATER TANK SITE.
 LW1016'
 LW1016'TO REACH FROM THE POST OFFICE IN KINGSTON, GO EAST ON STATE
 LW1016'HIGHWAY 138 FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY
 LW1016'108.  CONTINUE EAST ON STATE HIGHWAY 138 FOR 0.1 MILE TO A DRIVEWAY
 LW1016'ON LEFT AND ENTRANCE TO THE KINGSTON FIRE DISTRICT WATER
 LW1016'DEPARTMENT TANK.  TURN LEFT AND GO NORTH PASSING THROUGH GATE
 LW1016'AND GO 0.05 MILE TO WATER TANK AND STATION ON LEFT AS DESCRIBED.
 LW1016'
 LW1016'ALL MARKS ARE STANDARD DISK SET IN TOP OF ROUND CONCRETE POSTS.
 LW1016'
 LW1016'STATION MARK, STAMPED KINGSTON 1969, IS SET FLUSH.  IT IS 66
 LW1016'FEET SOUTHWEST OF CENTER OF IRON LID ON A CONCRETE STRUCTURE
 LW1016'WHICH PROJECTS 4 INCHES, 65 FEET SOUTH-SOUTHWEST OF CENTER OF
 LW1016'DOOR IN BASE OF SUPPORT OF WATER TANK, 75 FEET WEST OF ROCK
 LW1016'FENCE AND 13 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 LW1016'
 LW1016'RM 1, STAMPED KINGSTON NO 1 1969, PROJECTS ABOUT 3 INCHES.  IT
 LW1016'IS 48 FEET EAST-SOUTHEAST OF CENTER OF THE DOOR IN BASE OF
 LW1016'SUPPORT OF WATER TANK, 26.4 FEET EAST-SOUTHEAST OF THE CONCRETE
 LW1016'STRUCTURE WITH IRON LID AND 15.5 FEET WEST OF ROCK FENCE.
 LW1016'
 LW1016'RM 2, STAMPED KINGSTON NO 2 1969, PROJECTS ABOUT 2 INCHES.  IT
 LW1016'IS 22 FEET WEST OF ROCK FENCE, 20 FEET EAST OF CENTER OF
 LW1016'DRIVEWAY AND 17 FEET WEST OF A TREE HAVING 6 TRUNKS.
 LW1016'
 LW1016'RM 3, STAMPED KINGSTON NO 3 1969, IS SET FLUSH.  IT IS 98 FEET
 LW1016'NORTHEAST OF THE NORTHWEST CORNER OF A LARGE SHINGLED BUILDING,
 LW1016'77 FEET EAST OF CENTER OF DRIVEWAY, 41 FEET SOUTH-SOUTHWEST OF
 LW1016'POWER POLE 937, 22.2 FEET SOUTH OF CENTER OF STATE HIGHWAY 138
 LW1016'AND 8 FEET NORTH OF A TREE HAVING 4 TRUNKS.
 LW1016'
 LW1016'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LW1016
 LW1016                          STATION RECOVERY (1969)
 LW1016
 LW1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LW1016'0.2 MI NE FROM KINGSTON.
 LW1016'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION
 LW1016'OF STATE HIGHWAY 108 AT KINGSTON, THENCE 0.05 MILE NORTH ALONG
 LW1016'A PRIVATE ROAD TO THE KINGSTON FIRE DISTRICT WATER DEPT AND
 LW1016'WATER TANK SITE, 63 FEET SOUTHWEST OF THE WEST SIDE OF THE DOOR
 LW1016'ON THE SOUTH SIDE OF THE WATER TOWER, 56 FEET SOUTHWEST OF THE
 LW1016'SOUTH CORNER OF AN 11-BY-11-FOOT CONCRETE COVER WITH A MANHOLE
 LW1016'COVER, 35 FEET WEST OF THE CENTER LINE OF DRIVEWAY, 13 FEET
 LW1016'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE DRIVEWAY
 LW1016'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW1016
 LW1016                          STATION RECOVERY (1984)
 LW1016
 LW1016'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW1016'KINGSTON 1969 RECOVERED IN GOOD CONDITION.
 LW1016'
 LW1016'KINGSTON R.M. 1 RECOVERED IN GOOD CONDITION.
 LW1016'
 LW1016'KINGSTON R.M. 2 RECOVERED IN GOOD CONDITION.
 LW1016'
 LW1016'KINGSTON R.M. 3 RECOVERED IN GOOD CONDITION.
 LW1016
 LW1016                          STATION RECOVERY (1984)
 LW1016
 LW1016'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW1016'RECOVERED IN GOOD CONDITION.
 LW1016
 LW1016                          STATION RECOVERY (1988)
 LW1016
 LW1016'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW1016'RECOVERED IN GOOD CONDITION.
 LW1016
 LW1016                          STATION RECOVERY (1988)
 LW1016
 LW1016'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (JRM)
 LW1016'RECOVERED IN GOOD CONDITION.
 LW1016
 LW1016                          STATION RECOVERY (1988)
 LW1016
 LW1016'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1016'RECOVERED IN GOOD CONDITION.
 LW1016
 LW1016                          STATION RECOVERY (1988)
 LW1016
 LW1016'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1016'RECOVERED IN GOOD CONDITION.
 LW1016
 LW1016                          STATION RECOVERY (1989)
 LW1016
 LW1016'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1016'RECOVERED IN GOOD CONDITION.
 LW1016
 LW1016                          STATION RECOVERY (1990)
 LW1016
 LW1016'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1016'RECOVERED IN GOOD CONDITION.
 LW1016
 LW1016                          STATION RECOVERY (2001)
 LW1016
 LW1016'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1016'RECOVERED IN GOOD CONDITION.
 LW1016
 LW1016                          STATION RECOVERY (2006)
 LW1016
 LW1016'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3010 ***********************************************************************
 LW3010  DESIGNATION -  KINGSTON CONG CH SPIRE
 LW3010  PID         -  LW3010
 LW3010  STATE/COUNTY-  RI/WASHINGTON
 LW3010  USGS QUAD   -  KINGSTON (1975)
 LW3010
 LW3010                         *CURRENT SURVEY CONTROL
 LW3010  ___________________________________________________________________
 LW3010* NAD 83(1996)-  41 28 48.73769(N)    071 31 31.87145(W)     ADJUSTED  
 LW3010* NAVD 88     -                                                        
 LW3010  ___________________________________________________________________
 LW3010  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 LW3010  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LW3010
 LW3010  HORZ ORDER  -  THIRD
 LW3010
 LW3010.The horizontal coordinates were established by classical geodetic methods
 LW3010.and adjusted by the National Geodetic Survey in August 1998..
 LW3010
 LW3010
 LW3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3010
 LW3010.The geoid height was determined by GEOID03.
 LW3010
 LW3010;                    North         East     Units Scale Factor Converg.
 LW3010;SPC RI       -    44,076.342    97,868.555   MT  0.99999381   -0 01 00.9
 LW3010;SPC RI       -   144,607.13    321,090.42   sFT  0.99999381   -0 01 00.9
 LW3010;UTM  19      - 4,595,145.784   289,140.448   MT  1.00014720   -1 40 24.3
 LW3010
 LW3010                          SUPERSEDED SURVEY CONTROL
 LW3010
 LW3010  NAD 83(1996)-  41 28 48.73678(N)    071 31 31.87088(W) AD(       ) 4
 LW3010  NAD 83(1992)-  41 28 48.73623(N)    071 31 31.87064(W) AD(       ) 4
 LW3010  NAD 83(1992)-  41 28 48.73539(N)    071 31 31.87063(W) AD(       ) 4
 LW3010  NAD 83(1986)-  41 28 48.73500(N)    071 31 31.87044(W) AD(       ) 4
 LW3010  NAD 27      -  41 28 48.37115(N)    071 31 33.65548(W) AD(       ) 3
 LW3010
 LW3010.Superseded values are not recommended for survey control.
 LW3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3010.See file dsdata.txt to determine how the superseded data were derived.
 LW3010
 LW3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8914095146(NAD 83)
 LW3010_MARKER: 90 = CHURCH SPIRE
 LW3010
 LW3010  HISTORY     - Date     Condition        Report By
 LW3010  HISTORY     - 1838     FIRST OBSERVED   CGS
 LW3010  HISTORY     - 1969     GOOD             CGS
 LW3010  HISTORY     - 1984     GOOD             USPSQD
 LW3010  HISTORY     - 1989     GOOD             USPSQD
 LW3010  HISTORY     - 20011017 GOOD             USPSQD
 LW3010  HISTORY     - 20040417 GOOD             USPSQD
 LW3010
 LW3010                          STATION DESCRIPTION
 LW3010
 LW3010'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3010'STATION IS LOCATED IN KINGSTON AND IS 0.05 MILE WEST OF THE
 LW3010'KINGSTON POST OFFICE.
 LW3010'
 LW3010'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 108 AND 138 IN
 LW3010'KINGSTON, GO WESTERLY OF STATE HIGHWAY 138 FOR 0.25 MILE TO
 LW3010'STATION ON LEFT AS DESCRIBED.
 LW3010'
 LW3010'THE STATION, KINGSTON CONGREGATIONAL CHURCH SPIRE IS THE
 LW3010'CENTER OF THE BALL ATOP THE WHITE SPIRE AND IS ABOUT 75 FEET HIGH.
 LW3010
 LW3010                          STATION RECOVERY (1984)
 LW3010
 LW3010'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3010'STATION RECOVERED IN GOOD CONDITION.
 LW3010'
 LW3010'THERE IS A WEATHERVANE EXTENDING ABOVE THE ROUND BALL AT THE TOP
 LW3010'OF THE SPIRE.  FROM OBSERVATION I WOULD SAY ABOUT 4 FEET.
 LW3010
 LW3010                          STATION RECOVERY (1989)
 LW3010
 LW3010'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3010'RECOVERED IN GOOD CONDITION.
 LW3010
 LW3010                          STATION RECOVERY (2001)
 LW3010
 LW3010'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW3010'RECOVERED IN GOOD CONDITION.
 LW3010
 LW3010                          STATION RECOVERY (2004)
 LW3010
 LW3010'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW3010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1017 ***********************************************************************
 LW1017  DESIGNATION -  KINGSTON RM 1
 LW1017  PID         -  LW1017
 LW1017  STATE/COUNTY-  RI/WASHINGTON
 LW1017  USGS QUAD   -  KINGSTON (1975)
 LW1017
 LW1017                         *CURRENT SURVEY CONTROL
 LW1017  ___________________________________________________________________
 LW1017* NAD 83(1986)-  41 28 51.     (N)    071 31 11.     (W)     SCALED    
 LW1017* NAVD 88     -        74.789  (meters)     245.37   (feet)  ADJUSTED  
 LW1017  ___________________________________________________________________
 LW1017  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW1017  DYNAMIC HT  -          74.763 (meters)     245.28  (feet)  COMP
 LW1017  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW1017
 LW1017  VERT ORDER  -  SECOND    CLASS 0
 LW1017
 LW1017.The horizontal coordinates were scaled from a topographic map and have
 LW1017.an estimated accuracy of +/- 6 seconds.
 LW1017
 LW1017.The orthometric height was determined by differential leveling
 LW1017.and adjusted by the National Geodetic Survey in June 1991..
 LW1017
 LW1017.The geoid height was determined by GEOID03.
 LW1017
 LW1017.The dynamic height is computed by dividing the NAVD 88
 LW1017.geopotential number by the normal gravity value computed on the
 LW1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1017.degrees latitude (g = 980.6199 gals.).
 LW1017
 LW1017.The modeled gravity was interpolated from observed gravity values.
 LW1017
 LW1017;                    North         East    Units  Estimated Accuracy
 LW1017;SPC RI       -    44,150.       98,350.      MT  (+/- 180 meters Scaled)
 LW1017
 LW1017                          SUPERSEDED SURVEY CONTROL
 LW1017
 LW1017  NGVD 29 (??/??/92)   75.066  (m)          246.28   (f) ADJ UNCH    2 0
 LW1017
 LW1017.Superseded values are not recommended for survey control.
 LW1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1017.See file dsdata.txt to determine how the superseded data were derived.
 LW1017
 LW1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF896952(NAD 83)
 LW1017_MARKER: DR = REFERENCE MARK DISK
 LW1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1017_SP_SET: CONCRETE POST
 LW1017_STAMPING: KINGSTON NO 1 1969
 LW1017_MARK LOGO: CGS   
 LW1017_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1017+STABILITY: SURFACE MOTION
 LW1017
 LW1017  HISTORY     - Date     Condition        Report By
 LW1017  HISTORY     - 1969     MONUMENTED       CGS
 LW1017  HISTORY     - 1984     GOOD             USPSQD
 LW1017  HISTORY     - 1988     GOOD             USPSQD
 LW1017  HISTORY     - 19880311 GOOD             RIGS
 LW1017  HISTORY     - 1989     GOOD             USPSQD
 LW1017  HISTORY     - 1990     GOOD             USPSQD
 LW1017  HISTORY     - 19950729 GOOD             USPSQD
 LW1017  HISTORY     - 20011010 GOOD             USPSQD
 LW1017  HISTORY     - 20040417 GOOD             USPSQD
 LW1017  HISTORY     - 20060630 GOOD             USPSQD
 LW1017
 LW1017                          STATION DESCRIPTION
 LW1017
 LW1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1017'0.2 MI NE FROM KINGSTON.
 LW1017'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION
 LW1017'OF STATE HIGHWAY 108 AT KINGSTON, THENCE 0.05 MILE NORTH ALONG
 LW1017'A PRIVATE DRIVEWAY TO THE KINGSTON FIRE DISTRICT WATER DEPT., 47
 LW1017'FEET SOUTHEAST OF THE EAST SIDE OF THE DOOR ON THE SOUTH SIDE
 LW1017'OF THE LARGE ELEVATED STEEL WATER TAK, 83.1 FEET NORTHEAST OF
 LW1017'THE STATION MARK DESCRIBED, 19 FEET EAST OF THE EAST CORNER OF
 LW1017'A CONCRETE BASE WITH MANHOLE COVER, 15 FEET WEST OF THE WEST SIDE
 LW1017'OF A ROCK FENCE, 132 FEET NORTH OF RM 2 DESCRIBED, ABOUT LEVEL
 LW1017'WITH THE DRIVEWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1017'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1017
 LW1017                          STATION RECOVERY (1984)
 LW1017
 LW1017'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW1017'RECOVERED IN GOOD CONDITION.
 LW1017
 LW1017                          STATION RECOVERY (1988)
 LW1017
 LW1017'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW1017'RECOVERED IN GOOD CONDITION.
 LW1017
 LW1017                          STATION RECOVERY (1988)
 LW1017
 LW1017'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1017'RECOVERED IN GOOD CONDITION.
 LW1017
 LW1017                          STATION RECOVERY (1989)
 LW1017
 LW1017'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1017'RECOVERED IN GOOD CONDITION.
 LW1017
 LW1017                          STATION RECOVERY (1990)
 LW1017
 LW1017'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1017'RECOVERED IN GOOD CONDITION.
 LW1017
 LW1017                          STATION RECOVERY (1995)
 LW1017
 LW1017'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW1017'RECOVERED IN GOOD CONDITION.
 LW1017
 LW1017                          STATION RECOVERY (2001)
 LW1017
 LW1017'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1017'RECOVERED IN GOOD CONDITION.
 LW1017
 LW1017                          STATION RECOVERY (2004)
 LW1017
 LW1017'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1017'RECOVERED IN GOOD CONDITION.
 LW1017
 LW1017                          STATION RECOVERY (2006)
 LW1017
 LW1017'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1015 ***********************************************************************
 LW1015  DESIGNATION -  KINGSTON RM 2
 LW1015  PID         -  LW1015
 LW1015  STATE/COUNTY-  RI/WASHINGTON
 LW1015  USGS QUAD   -  KINGSTON (1975)
 LW1015
 LW1015                         *CURRENT SURVEY CONTROL
 LW1015  ___________________________________________________________________
 LW1015* NAD 83(1986)-  41 28 51.     (N)    071 31 11.     (W)     SCALED    
 LW1015* NAVD 88     -        74.234  (meters)     243.55   (feet)  ADJUSTED  
 LW1015  ___________________________________________________________________
 LW1015  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW1015  DYNAMIC HT  -          74.209 (meters)     243.47  (feet)  COMP
 LW1015  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW1015
 LW1015  VERT ORDER  -  SECOND    CLASS 0
 LW1015
 LW1015.The horizontal coordinates were scaled from a topographic map and have
 LW1015.an estimated accuracy of +/- 6 seconds.
 LW1015
 LW1015.The orthometric height was determined by differential leveling
 LW1015.and adjusted by the National Geodetic Survey in June 1991..
 LW1015
 LW1015.The geoid height was determined by GEOID03.
 LW1015
 LW1015.The dynamic height is computed by dividing the NAVD 88
 LW1015.geopotential number by the normal gravity value computed on the
 LW1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1015.degrees latitude (g = 980.6199 gals.).
 LW1015
 LW1015.The modeled gravity was interpolated from observed gravity values.
 LW1015
 LW1015;                    North         East    Units  Estimated Accuracy
 LW1015;SPC RI       -    44,150.       98,350.      MT  (+/- 180 meters Scaled)
 LW1015
 LW1015                          SUPERSEDED SURVEY CONTROL
 LW1015
 LW1015  NGVD 29 (??/??/92)   74.511  (m)          244.46   (f) ADJ UNCH    2 0
 LW1015
 LW1015.Superseded values are not recommended for survey control.
 LW1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1015.See file dsdata.txt to determine how the superseded data were derived.
 LW1015
 LW1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF896952(NAD 83)
 LW1015_MARKER: DR = REFERENCE MARK DISK
 LW1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1015_SP_SET: CONCRETE POST
 LW1015_STAMPING: KINGSTON NO 2 1969
 LW1015_MARK LOGO: CGS   
 LW1015_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1015+STABILITY: SURFACE MOTION
 LW1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1015+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW1015
 LW1015  HISTORY     - Date     Condition        Report By
 LW1015  HISTORY     - 1969     MONUMENTED       CGS
 LW1015  HISTORY     - 1984     GOOD             USPSQD
 LW1015  HISTORY     - 1988     GOOD             USPSQD
 LW1015  HISTORY     - 19880311 GOOD             RIGS
 LW1015  HISTORY     - 1989     GOOD             USPSQD
 LW1015  HISTORY     - 1990     GOOD             USPSQD
 LW1015  HISTORY     - 19950729 GOOD             USPSQD
 LW1015  HISTORY     - 20011010 GOOD             USPSQD
 LW1015  HISTORY     - 20040417 GOOD             USPSQD
 LW1015  HISTORY     - 20060630 GOOD             USPSQD
 LW1015
 LW1015                          STATION DESCRIPTION
 LW1015
 LW1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1015'0.1 MI E FROM KINGSTON.
 LW1015'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION
 LW1015'OF STATE HIGHWAY 108 AT KINGSTON, ON THE PROPERTY OF THE KINGSTON
 LW1015'FIRE DISTRICT WATER DEPT, 142 FEET NORTH OF THE CENTER LINE OF
 LW1015'THE HIGHWAY, 129 FEET NORTH OF THE CENTER OF A STEEL GATE ACROSS
 LW1015'THE DRIVEWAY TO WATER TANK, 93.3 FEET SOUTHEAST OF AND ACROSS
 LW1015'THE DRIVEWAY FROM THE STATION MARK DESCRIBED, 20 FEET EAST OF THE
 LW1015'CENTER LINE OF THE DRIVEWAY, 132 FEET SOUTH OF RM 1 DESCRIBED,
 LW1015'ABOUT LEVEL WITH THE DRIVEWAY AND SET IN THE TOP OF A CONCRETE
 LW1015'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1015
 LW1015                          STATION RECOVERY (1984)
 LW1015
 LW1015'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW1015'RECOVERED IN GOOD CONDITION.
 LW1015
 LW1015                          STATION RECOVERY (1988)
 LW1015
 LW1015'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW1015'RECOVERED IN GOOD CONDITION.
 LW1015
 LW1015                          STATION RECOVERY (1988)
 LW1015
 LW1015'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1015'RECOVERED IN GOOD CONDITION.
 LW1015
 LW1015                          STATION RECOVERY (1989)
 LW1015
 LW1015'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1015'RECOVERED IN GOOD CONDITION.
 LW1015
 LW1015                          STATION RECOVERY (1990)
 LW1015
 LW1015'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1015'RECOVERED IN GOOD CONDITION.
 LW1015
 LW1015                          STATION RECOVERY (1995)
 LW1015
 LW1015'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW1015'RECOVERED IN GOOD CONDITION.
 LW1015
 LW1015                          STATION RECOVERY (2001)
 LW1015
 LW1015'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1015'RECOVERED IN GOOD CONDITION.
 LW1015
 LW1015                          STATION RECOVERY (2004)
 LW1015
 LW1015'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1015'RECOVERED IN GOOD CONDITION.
 LW1015
 LW1015                          STATION RECOVERY (2006)
 LW1015
 LW1015'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1014 ***********************************************************************
 LW1014  DESIGNATION -  KINGSTON RM 3
 LW1014  PID         -  LW1014
 LW1014  STATE/COUNTY-  RI/WASHINGTON
 LW1014  USGS QUAD   -  KINGSTON (1975)
 LW1014
 LW1014                         *CURRENT SURVEY CONTROL
 LW1014  ___________________________________________________________________
 LW1014* NAD 83(1986)-  41 28 51.     (N)    071 31 11.     (W)     SCALED    
 LW1014* NAVD 88     -        73.306  (meters)     240.50   (feet)  ADJUSTED  
 LW1014  ___________________________________________________________________
 LW1014  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW1014  DYNAMIC HT  -          73.281 (meters)     240.42  (feet)  COMP
 LW1014  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW1014
 LW1014  VERT ORDER  -  SECOND    CLASS 0
 LW1014
 LW1014.The horizontal coordinates were scaled from a topographic map and have
 LW1014.an estimated accuracy of +/- 6 seconds.
 LW1014
 LW1014.The orthometric height was determined by differential leveling
 LW1014.and adjusted by the National Geodetic Survey in June 1991..
 LW1014
 LW1014.The geoid height was determined by GEOID03.
 LW1014
 LW1014.The dynamic height is computed by dividing the NAVD 88
 LW1014.geopotential number by the normal gravity value computed on the
 LW1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1014.degrees latitude (g = 980.6199 gals.).
 LW1014
 LW1014.The modeled gravity was interpolated from observed gravity values.
 LW1014
 LW1014;                    North         East    Units  Estimated Accuracy
 LW1014;SPC RI       -    44,150.       98,350.      MT  (+/- 180 meters Scaled)
 LW1014
 LW1014                          SUPERSEDED SURVEY CONTROL
 LW1014
 LW1014  NGVD 29 (??/??/92)   73.583  (m)          241.41   (f) ADJ UNCH    2 0
 LW1014
 LW1014.Superseded values are not recommended for survey control.
 LW1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1014.See file dsdata.txt to determine how the superseded data were derived.
 LW1014
 LW1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF896952(NAD 83)
 LW1014_MARKER: DR = REFERENCE MARK DISK
 LW1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1014_STAMPING: KINGSTON NO 3 1969
 LW1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1014+STABILITY: SURFACE MOTION
 LW1014
 LW1014  HISTORY     - Date     Condition        Report By
 LW1014  HISTORY     - 1969     MONUMENTED       CGS
 LW1014  HISTORY     - 1984     GOOD             USPSQD
 LW1014  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1014  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1014  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW1014
 LW1014                          STATION DESCRIPTION
 LW1014
 LW1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1014'0.1 MI E FROM KINGSTON.
 LW1014'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION
 LW1014'OF STATE HIGHWAY 108 AT KINGSTON, ACROSS THE HIGHWAY FROM A
 LW1014'DRIVEWAY LEADING NORTH TO THE KINGSTON FIRE DISTRICT WATER DEPT
 LW1014'AND WATER TOWER, 98 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 LW1014'A LARGE TWO-STORIED HOUSE WITH SHINGLE SIDING, 77 FEET EAST OF
 LW1014'THE CENTER LINE OF A DRIVEWAY LEADING SOUTH, 41 FEET SOUTHWEST OF
 LW1014'AND ACROSS THE HIGHWAY FROM POWER LINE POLE 937, 20.2 FEET SOUTH
 LW1014'OF THE CENTER LINE OF THE HIGHWAY, 3.4 FEET NORTH OF THE NORTH
 LW1014'SIDE OF A ROCK FENCE, 281.3 FEET SOUTHEAST OF AND ACROSS THE
 LW1014'HIGHWAY FROM THE STATION MARK DESCRIBED, ABOUT LEVEL WITH THE
 LW1014'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW1014'GROUND.
 LW1014
 LW1014                          STATION RECOVERY (1984)
 LW1014
 LW1014'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW1014'RECOVERED IN GOOD CONDITION.
 LW1014
 LW1014                          STATION RECOVERY (1988)
 LW1014
 LW1014'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW1014'MARK NOT FOUND.
 LW1014
 LW1014                          STATION RECOVERY (1989)
 LW1014
 LW1014'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1014'MARK NOT FOUND.
 LW1014
 LW1014                          STATION RECOVERY (1990)
 LW1014
 LW1014'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3031 ***********************************************************************
 LW3031  DESIGNATION -  KINGSTON UNIV OF RI TANK
 LW3031  PID         -  LW3031
 LW3031  STATE/COUNTY-  RI/WASHINGTON
 LW3031  USGS QUAD   -  KINGSTON (1975)
 LW3031
 LW3031                         *CURRENT SURVEY CONTROL
 LW3031  ___________________________________________________________________
 LW3031* NAD 83(1996)-  41 29 16.15134(N)    071 31 32.27483(W)     ADJUSTED  
 LW3031* NAVD 88     -                                                        
 LW3031  ___________________________________________________________________
 LW3031  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 LW3031  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW3031
 LW3031  HORZ ORDER  -  THIRD
 LW3031
 LW3031.The horizontal coordinates were established by classical geodetic methods
 LW3031.and adjusted by the National Geodetic Survey in August 1998..
 LW3031
 LW3031
 LW3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3031
 LW3031.The geoid height was determined by GEOID03.
 LW3031
 LW3031;                    North         East     Units Scale Factor Converg.
 LW3031;SPC RI       -    44,922.076    97,859.447   MT  0.99999381   -0 01 01.1
 LW3031;SPC RI       -   147,381.84    321,060.54   sFT  0.99999381   -0 01 01.1
 LW3031;UTM  19      - 4,595,991.557   289,155.796   MT  1.00014711   -1 40 25.5
 LW3031
 LW3031                          SUPERSEDED SURVEY CONTROL
 LW3031
 LW3031  NAD 83(1996)-  41 29 16.15042(N)    071 31 32.27401(W) AD(       ) 4
 LW3031  NAD 83(1992)-  41 29 16.14991(N)    071 31 32.27409(W) AD(       ) 4
 LW3031  NAD 83(1992)-  41 29 16.14906(N)    071 31 32.27406(W) AD(       ) 4
 LW3031  NAD 83(1986)-  41 29 16.14869(N)    071 31 32.27365(W) AD(       ) 4
 LW3031  NAD 27      -  41 29 15.78226(N)    071 31 34.05440(W) AD(       ) 3
 LW3031
 LW3031.Superseded values are not recommended for survey control.
 LW3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3031.See file dsdata.txt to determine how the superseded data were derived.
 LW3031
 LW3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8915695992(NAD 83)
 LW3031_MARKER: 53 = ELEVATED TANK
 LW3031
 LW3031  HISTORY     - Date     Condition        Report By
 LW3031  HISTORY     - 1892     FIRST OBSERVED   CGS
 LW3031  HISTORY     - 1968     GOOD             CGS
 LW3031  HISTORY     - 1984     GOOD             USPSQD
 LW3031  HISTORY     - 19940901 GOOD             USPSQD
 LW3031  HISTORY     - 19950729 MARK NOT FOUND   USPSQD
 LW3031  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 LW3031  HISTORY     - 20010807 MARK NOT FOUND   USPSQD
 LW3031  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 LW3031  HISTORY     - 20040417 MARK NOT FOUND   USPSQD
 LW3031
 LW3031                          STATION DESCRIPTION
 LW3031
 LW3031'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3031'THE STATION, KINGSTON UNIVERSITY OF RHODE ISLAND WATER TANK, IS
 LW3031'THE TOP CENTER OF THE SILVER CYLINDRICAL TANK WHICH IS
 LW3031'SUPPORTED BY 4 STEEL LEGS AND IS ABOUT 100 FEET IN HEIGHT.
 LW3031'
 LW3031'THE STATION IS LOCATED IN THE NORTH SECTION OF THE GROUNDS AT
 LW3031'THE UNIVERSITY OF RHODE ISLAND IN KINGSTON.
 LW3031
 LW3031                          STATION RECOVERY (1984)
 LW3031
 LW3031'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3031'STATION RECOVERED WITH THE FOLLOWING COMMENTS.  THE TANK APPEARS
 LW3031'TO BE IN GOOD CONDITION.  THE CENTER TUBE OF THE TANK HAD
 LW3031'CONSIDERABLE RUST.  THE LEGS SUPPORTING THE TANK APPEARED TO BE IN
 LW3031'GOOD CONDITION.
 LW3031'
 LW3031'A BETTER DRAWING OF THE TANK IS AT THE LEFT.
 LW3031
 LW3031                          STATION RECOVERY (1994)
 LW3031
 LW3031'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3031'RECOVERED IN GOOD CONDITION.
 LW3031
 LW3031                          STATION RECOVERY (1995)
 LW3031
 LW3031'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW3031'MARK NOT FOUND.
 LW3031
 LW3031                          STATION RECOVERY (1997)
 LW3031
 LW3031'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW3031'MARK NOT FOUND.
 LW3031
 LW3031                          STATION RECOVERY (2001)
 LW3031
 LW3031'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3031'URI CAMPUS SECURITY SAYS TANK RAZED ABOUT 20 YEARS AGO TO MAKE WAY FOR
 LW3031'NEW ENGINEERING BUILDING.
 LW3031
 LW3031                          STATION RECOVERY (2001)
 LW3031
 LW3031'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW3031'NEW TANK PRESENT. OLD TANK DESTROYED.
 LW3031
 LW3031                          STATION RECOVERY (2004)
 LW3031
 LW3031'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW3031'TOWER ON NORTH SIDE OF FLAGG RD IS NOT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3032 ***********************************************************************
 LW3032  DESIGNATION -  KINGSTON WATER DEPT TANK
 LW3032  PID         -  LW3032
 LW3032  STATE/COUNTY-  RI/WASHINGTON
 LW3032  USGS QUAD   -  KINGSTON (1975)
 LW3032
 LW3032                         *CURRENT SURVEY CONTROL
 LW3032  ___________________________________________________________________
 LW3032* NAD 83(1996)-  41 28 52.36472(N)    071 31 11.49639(W)     ADJUSTED  
 LW3032* NAVD 88     -                                                        
 LW3032  ___________________________________________________________________
 LW3032  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 LW3032  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW3032
 LW3032  HORZ ORDER  -  THIRD
 LW3032
 LW3032.The horizontal coordinates were established by classical geodetic methods
 LW3032.and adjusted by the National Geodetic Survey in August 1998..
 LW3032
 LW3032
 LW3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3032
 LW3032.The geoid height was determined by GEOID03.
 LW3032
 LW3032;                    North         East     Units Scale Factor Converg.
 LW3032;SPC RI       -    44,188.115    98,341.288   MT  0.99999378   -0 00 47.4
 LW3032;SPC RI       -   144,973.84    322,641.38   sFT  0.99999378   -0 00 47.4
 LW3032;UTM  19      - 4,595,243.858   289,616.287   MT  1.00014473   -1 40 10.9
 LW3032
 LW3032                          SUPERSEDED SURVEY CONTROL
 LW3032
 LW3032  NAD 83(1996)-  41 28 52.36382(N)    071 31 11.49558(W) AD(       ) 4
 LW3032  NAD 83(1992)-  41 28 52.36328(N)    071 31 11.49565(W) AD(       ) 4
 LW3032  NAD 83(1992)-  41 28 52.36245(N)    071 31 11.49564(W) AD(       ) 4
 LW3032  NAD 83(1986)-  41 28 52.36197(N)    071 31 11.49473(W) AD(       ) 4
 LW3032  NAD 27      -  41 28 51.99464(N)    071 31 13.27978(W) AD(       ) 3
 LW3032
 LW3032.Superseded values are not recommended for survey control.
 LW3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3032.See file dsdata.txt to determine how the superseded data were derived.
 LW3032
 LW3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8961695244(NAD 83)
 LW3032_MARKER: 53 = ELEVATED TANK
 LW3032
 LW3032  HISTORY     - Date     Condition        Report By
 LW3032  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3032  HISTORY     - 1984     GOOD             USPSQD
 LW3032  HISTORY     - 19940901 GOOD             USPSQD
 LW3032  HISTORY     - 19950729 GOOD             USPSQD
 LW3032  HISTORY     - 19971001 GOOD             USPSQD
 LW3032  HISTORY     - 20011017 GOOD             USPSQD
 LW3032  HISTORY     - 20040417 GOOD             USPSQD
 LW3032
 LW3032                          STATION DESCRIPTION
 LW3032
 LW3032'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3032'THE STATION, KINGSTON WATER DEPARTMENT WATER TANK, IS THE TOP
 LW3032'CENTER OF THE WHITE CYLINDRICAL TANK WHICH IS SUPPORTED BY A
 LW3032'SINGLE STEEL LEG AND IS ABOUT 100 FEET IN HEIGHT.
 LW3032'
 LW3032'THE STATION IS LOCATED 0.1 MILE EAST OF THE JUNCTION OF STATE
 LW3032'HIGHWAYS 138 AND 108 ON STATE HIGHWAY 138 IN KINGSTON.
 LW3032
 LW3032                          STATION RECOVERY (1984)
 LW3032
 LW3032'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3032'STATION RECOVERED IN GOOD CONDITION.
 LW3032
 LW3032                          STATION RECOVERY (1994)
 LW3032
 LW3032'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3032'RECOVERED IN GOOD CONDITION.
 LW3032
 LW3032                          STATION RECOVERY (1995)
 LW3032
 LW3032'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW3032'RECOVERED IN GOOD CONDITION.
 LW3032
 LW3032                          STATION RECOVERY (1997)
 LW3032
 LW3032'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW3032'RECOVERED IN GOOD CONDITION.
 LW3032
 LW3032                          STATION RECOVERY (2001)
 LW3032
 LW3032'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW3032'RECOVERED IN GOOD CONDITION.
 LW3032
 LW3032                          STATION RECOVERY (2004)
 LW3032
 LW3032'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW3032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0637 ***********************************************************************
 LW0637  DESIGNATION -  KK 3
 LW0637  PID         -  LW0637
 LW0637  STATE/COUNTY-  RI/NEWPORT
 LW0637  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0637
 LW0637                         *CURRENT SURVEY CONTROL
 LW0637  ___________________________________________________________________
 LW0637* NAD 83(1986)-  41 28 25.     (N)    071 23 30.     (W)     SCALED    
 LW0637* NAVD 88     -        21.471  (meters)      70.44   (feet)  ADJUSTED  
 LW0637  ___________________________________________________________________
 LW0637  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW0637  DYNAMIC HT  -          21.464 (meters)      70.42  (feet)  COMP
 LW0637  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 LW0637
 LW0637  VERT ORDER  -  SECOND    CLASS 0
 LW0637
 LW0637.The horizontal coordinates were scaled from a topographic map and have
 LW0637.an estimated accuracy of +/- 6 seconds.
 LW0637
 LW0637.The orthometric height was determined by differential leveling
 LW0637.and adjusted by the National Geodetic Survey in June 1991..
 LW0637
 LW0637.The geoid height was determined by GEOID03.
 LW0637
 LW0637.The dynamic height is computed by dividing the NAVD 88
 LW0637.geopotential number by the normal gravity value computed on the
 LW0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0637.degrees latitude (g = 980.6199 gals.).
 LW0637
 LW0637.The modeled gravity was interpolated from observed gravity values.
 LW0637
 LW0637;                    North         East    Units  Estimated Accuracy
 LW0637;SPC RI       -    43,350.      109,050.      MT  (+/- 180 meters Scaled)
 LW0637
 LW0637                          SUPERSEDED SURVEY CONTROL
 LW0637
 LW0637  NGVD 29 (??/??/92)   21.745  (m)           71.34   (f) ADJ UNCH    2 0
 LW0637
 LW0637.Superseded values are not recommended for survey control.
 LW0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0637.See file dsdata.txt to determine how the superseded data were derived.
 LW0637
 LW0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF002940(NAD 83)
 LW0637_MARKER: DB = BENCH MARK DISK
 LW0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0637_SP_SET: CULVERT
 LW0637_STAMPING: KK 3 1943
 LW0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0637
 LW0637  HISTORY     - Date     Condition        Report By
 LW0637  HISTORY     - 1943     MONUMENTED       CGS
 LW0637  HISTORY     - 1969     GOOD             NGS
 LW0637  HISTORY     - 1988     GOOD             USPSQD
 LW0637
 LW0637                          STATION DESCRIPTION
 LW0637
 LW0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0637'2 MI SW FROM JAMESTOWN.
 LW0637'2.0 MILES SOUTHWEST ALONG SOUTHWEST AVENUE AND BEAVERTAIL ROAD
 LW0637'FROM THE POST OFFICE AT JAMESTOWN, ABOUT 1.75 MILES NORTH OF THE
 LW0637'BEAVERTAIL LIGHTHOUSE AT THE SOUTH END OF THE ISLAND, SET ON THE
 LW0637'TOP AND IN THE CENTER OF THE WEST CONCRETE HEAD WALL FOR AN
 LW0637'18-INCH PIPE CULVERT UNDER THE ROAD, 21 FEET WEST OF THE CENTER
 LW0637'LINE OF BEAVERTAIL ROAD, 18 FEET EAST OF POWER LINE POLE 59 AND
 LW0637'ABOUT LEVEL WITH THE ROAD.
 LW0637
 LW0637                          STATION RECOVERY (1988)
 LW0637
 LW0637'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3016 ***********************************************************************
 LW3016  DESIGNATION -  KNEW
 LW3016  PID         -  LW3016
 LW3016  STATE/COUNTY-  RI/WASHINGTON
 LW3016  USGS QUAD   -  KINGSTON (1975)
 LW3016
 LW3016                         *CURRENT SURVEY CONTROL
 LW3016  ___________________________________________________________________
 LW3016* NAD 83(1996)-  41 23 53.63186(N)    071 37 11.95316(W)     ADJUSTED  
 LW3016* NAVD 88     -        69.9    (meters)     229.     (feet)  VERTCON   
 LW3016  ___________________________________________________________________
 LW3016  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 LW3016  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LW3016
 LW3016  HORZ ORDER  -  SECOND
 LW3016
 LW3016.The horizontal coordinates were established by classical geodetic methods
 LW3016.and adjusted by the National Geodetic Survey in August 1998..
 LW3016
 LW3016.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3016
 LW3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3016
 LW3016.The geoid height was determined by GEOID03.
 LW3016
 LW3016;                    North         East     Units Scale Factor Converg.
 LW3016;SPC RI       -    34,978.820    89,965.940   MT  0.99999499   -0 04 45.6
 LW3016;SPC RI       -   114,759.68    295,163.25   sFT  0.99999499   -0 04 45.6
 LW3016;UTM  19      - 4,586,278.778   280,976.925   MT  1.00019040   -1 43 59.7
 LW3016
 LW3016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3016!SPC RI       -   0.99999382  x   0.99999499  =   0.99998881
 LW3016!UTM  19      -   0.99999382  x   1.00019040  =   1.00018421
 LW3016
 LW3016|---------------------------------------------------------------------|
 LW3016| PID    Reference Object                     Distance      Geod. Az  |
 LW3016|                                                           dddmmss.s |
 LW3016| LW5655 KNEW RM 1                            14.318 METERS 08345     |
 LW3016| LW0981 KNEW AZ MK                                         1614408.0 |
 LW3016| LW5656 KNEW RM 2                            12.500 METERS 25744     |
 LW3016|---------------------------------------------------------------------|
 LW3016
 LW3016                          SUPERSEDED SURVEY CONTROL
 LW3016
 LW3016  NAD 83(1996)-  41 23 53.63062(N)    071 37 11.95241(W) AD(       ) 2
 LW3016  NAD 83(1992)-  41 23 53.63052(N)    071 37 11.95238(W) AD(       ) 2
 LW3016  NAD 83(1992)-  41 23 53.62912(N)    071 37 11.95262(W) AD(       ) 2
 LW3016  NAD 83(1986)-  41 23 53.62936(N)    071 37 11.95276(W) AD(       ) 2
 LW3016  NAD 27      -  41 23 53.26600(N)    071 37 13.73000(W) AD(       ) 2
 LW3016  NGVD 29 (09/30/94)   70.2    (m)          230.     (f) VERT ANG       
 LW3016
 LW3016.Superseded values are not recommended for survey control.
 LW3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3016.See file dsdata.txt to determine how the superseded data were derived.
 LW3016
 LW3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8097786279(NAD 83)
 LW3016_MARKER: DS = TRIANGULATION STATION DISK
 LW3016_SETTING: 80 = SET IN A BOULDER
 LW3016_SP_SET: BOULDER
 LW3016_STAMPING: KNEW 1943
 LW3016_MARK LOGO: CGS   
 LW3016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3016+STABILITY: SURFACE MOTION
 LW3016
 LW3016  HISTORY     - Date     Condition        Report By
 LW3016  HISTORY     - 1943     MONUMENTED       CGS
 LW3016  HISTORY     - 1943     GOOD             CGS
 LW3016  HISTORY     - 1954     GOOD             CGS
 LW3016  HISTORY     - 19860606 GOOD             RIGS
 LW3016
 LW3016                          STATION DESCRIPTION
 LW3016
 LW3016'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3016'STATION IS LOCATED ABOUT 6 MILES WSW OF WAKEFIELD AND ABOUT 1 MILE
 LW3016'NNW OF CHARLESTOWN ON THE SUMMIT OF A WOODED HILL WHICH IS THE
 LW3016'HIGHEST IN THE IMMEDIATE VICINITY.  MARK IS SET IN A BOULDER ABOUT
 LW3016'4 BY 4 FEET WHICH PROJECTS ABOUT 3 FEET.  MARK IS STAMPED KNEW
 LW3016'1943.
 LW3016'
 LW3016'REFERENCE MARK 1 IS 47 FEET E OF THE STATION AND IS SET IN A
 LW3016'LARGE OUTCROPPING WHICH IS ABOUT 7 BY 10 FEET AND PROJECTS ABOUT
 LW3016'4 FEET.  MARK IS STAMPED KNEW NO 1 1943.
 LW3016'
 LW3016'REFERENCE MARK 2 IS 41 FEET W OF THE STATION AND IS SET IN A
 LW3016'4-BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET.  MARK IS STAMPED
 LW3016'KNEW NO 2 1943.
 LW3016'
 LW3016'THE AZIMUTH MARK IS S OF THE STATION ON THE S SIDE OF U.S. HIGHWAY
 LW3016'1.  THE MARK IS 5 PACES E FROM AN UNSTAMPED BRONZE REFERENCE
 LW3016'DISK WHICH IS ALSO SET IN A BOULDER.  THE MARK IS 17 PACES S
 LW3016'FROM THE STONE FENCE ON THE S SIDE OF THE HIGHWAY ON WHICH IS
 LW3016'PAINTED IN WHITE P B M 69.2.  THE MARK IS STAMPED KNEW 1943.
 LW3016'
 LW3016'TO REACH THE STATION FROM THE RAILROAD TRACKS IN WAKEFIELD, GO
 LW3016'SW AND W ON U.S. HIGHWAY 1 FOR 8.2 MILES TO THE CHARLESTOWN-SOUTH
 LW3016'KINGSTON TOWNSHIP LINE, CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO
 LW3016'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED ABOVE, CONTINUE STRAIGHT
 LW3016'AHEAD FOR 0.25 MILE TO A CROSS ROAD AND JOHN PAULL EATING
 LW3016'HOUSE ON THE RIGHT, TURN RIGHT AND GO 0.35 MILE TO A WOODS
 LW3016'ROAD RIGHT, TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD FOR 0.15
 LW3016'MILE TO A FORK, TAKE LEFT FORK AND GO 0.2 MILE TO A FORK, TAKE
 LW3016'LEFT FORK AND GO 0.15 MILE TO THE END OF TRUCK TRAVEL.  WALK
 LW3016'UPHILL IN A NW DIRECTION FOR ABOUT 200 YARDS TO THE TOP
 LW3016'OF THE HILL AND STATION.
 LW3016'
 LW3016'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 LW3016
 LW3016                          STATION RECOVERY (1943)
 LW3016
 LW3016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW3016'RECOVERED IN GOOD CONDITION.
 LW3016
 LW3016                          STATION RECOVERY (1954)
 LW3016
 LW3016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3016'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED IN
 LW3016'GOOD CONDITION.  DESCRIPTION IS ADEQUATE AND COMPLETE EXCEPT FOR
 LW3016'THE FOLLOWING--
 LW3016'
 LW3016'FROM THE CROSSROADS AND JOHN PAUL EATING HOUSE ON THE RIGHT, TURN
 LW3016'RIGHT AND GO 0.55 MI. TO A ROAD INTERSECTION, TURN RIGHT FOR 0.50
 LW3016'MI. TO A WOODS ROAD ON THE LEFT, FROM THIS POINT WALK THROUGH
 LW3016'THE WOODS TO THE SE FOR ABOUT 1100.0 FT. TO THE STATION ON THE TOP
 LW3016'OF THE HILL.
 LW3016'
 LW3016'THE ROADS THROUGH THE WOODS, AS DESCRIBED IN THE 1943 DESCRIPTION,
 LW3016'HAVE GROWN OVER UNTIL THEY ARE UNRECOGNIZABLE AS ROADS AND ARE
 LW3016'IMPASSABLE.
 LW3016
 LW3016                          STATION RECOVERY (1986)
 LW3016
 LW3016'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW3016'THE STATION IS LOCATED ABOUT 6 MILES WEST SOUTHWEST OF WAKEFIELD AND
 LW3016'ABOUT 1 MILE NORTH NORTHWEST OF CHARLESTOWN ON THE SUMMIT OF A WOODED
 LW3016'HILL WHICH IS THE HIGHEST IN THE VICINITY.  OWNERSHIP--MR.  RICHARD
 LW3016'PHELAN OF CHARLESTOWN, R.I. TO REACH THE STATION FROM THE JUNCTION
 LW3016'OF STATE HIGHWAY 110 AND U.S. HIGHWAY 1, GO WEST FOR 4.3 KM (2.7 MI)
 LW3016'ON U.S. 1 TO THE SOUTH KINGSTOWN-CHARLESTOWN TOWN LINE.  CONTINUE
 LW3016'STRAIGHT AHEAD AND GO WEST FOR 1.0 KM (0.6 MI) ON U.S. 1 TO A SIDE
 LW3016'ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.4 KM (0.25 MI) ON NARROW
 LW3016'LANE, TURN RIGHT AND GO EAST FOR 0.6 KM (0.35 MI) ON MOHAWK TRAIL,
 LW3016'TURN LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) ON CHEROKEE BEND, TURN
 LW3016'LEFT AND GO NORTHWEST FOR 0.25 KM (0.15 MI) ON PAWNEE LANE, TURN
 LW3016'RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI) ON KICKAPOO RUN TO A
 LW3016'CUL-DE-SAC ON THE RIGHT.  TURN RIGHT AND GO TO THE END OF THE
 LW3016'CUL-DE-SAC, AND WALK ABOUT 75 M (246.1 FT) TO THE TOP OF THE HILL AND
 LW3016'THE STATION.  THE MARK IS SET IN A BOULDER ABOUT 4 BY 4 FEET AND
 LW3016'PROJECTS ABOUT 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0981 ***********************************************************************
 LW0981  DESIGNATION -  KNEW AZ MK
 LW0981  PID         -  LW0981
 LW0981  STATE/COUNTY-  RI/WASHINGTON
 LW0981  USGS QUAD   -  KINGSTON (1975)
 LW0981
 LW0981                         *CURRENT SURVEY CONTROL
 LW0981  ___________________________________________________________________
 LW0981* NAD 83(1986)-  41 23 25.     (N)    071 37 00.     (W)     SCALED    
 LW0981* NAVD 88     -        20.697  (meters)      67.90   (feet)  ADJUSTED  
 LW0981  ___________________________________________________________________
 LW0981  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW0981  DYNAMIC HT  -          20.690 (meters)      67.88  (feet)  COMP
 LW0981  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 LW0981
 LW0981  VERT ORDER  -  SECOND    CLASS 0
 LW0981
 LW0981.The horizontal coordinates were scaled from a topographic map and have
 LW0981.an estimated accuracy of +/- 6 seconds.
 LW0981
 LW0981.The orthometric height was determined by differential leveling
 LW0981.and adjusted by the National Geodetic Survey in June 1991..
 LW0981
 LW0981.The geoid height was determined by GEOID03.
 LW0981
 LW0981.The dynamic height is computed by dividing the NAVD 88
 LW0981.geopotential number by the normal gravity value computed on the
 LW0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0981.degrees latitude (g = 980.6199 gals.).
 LW0981
 LW0981.The modeled gravity was interpolated from observed gravity values.
 LW0981
 LW0981;                    North         East    Units  Estimated Accuracy
 LW0981;SPC RI       -    34,100.       90,240.      MT  (+/- 180 meters Scaled)
 LW0981
 LW0981                          SUPERSEDED SURVEY CONTROL
 LW0981
 LW0981  NGVD 29 (??/??/92)   20.978  (m)           68.83   (f) ADJ UNCH    2 0
 LW0981
 LW0981.Superseded values are not recommended for survey control.
 LW0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0981.See file dsdata.txt to determine how the superseded data were derived.
 LW0981
 LW0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF812853(NAD 83)
 LW0981_MARKER: DZ = AZIMUTH MARK DISK
 LW0981_SETTING: 80 = SET IN A BOULDER
 LW0981_SP_SET: BOULDER
 LW0981_STAMPING: KNEW 1943
 LW0981_MARK LOGO: CGS   
 LW0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0981+STABILITY: SURFACE MOTION
 LW0981
 LW0981  HISTORY     - Date     Condition        Report By
 LW0981  HISTORY     - 1943     MONUMENTED       CGS
 LW0981  HISTORY     - 1969     GOOD             NGS
 LW0981  HISTORY     - 19860606 GOOD             RIGS
 LW0981
 LW0981                          STATION DESCRIPTION
 LW0981
 LW0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0981'1.6 MI E FROM CHARLESTOWN.
 LW0981'ABOUT 0.95 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0981'STATE HIGHWAY 2 AND 112 AT CHARLESTOWN, THENCE 0.1 MILE SOUTH ALONG
 LW0981'A BLACK TOP ROAD, THENCE 0.55 MILE EAST ALONG STATE HIGHWAY 1A,
 LW0981'AT THE SUMMIT OF A HILL, SET ON THE TOP OF A 6-BY-4-FOOT BOULDER
 LW0981'WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND, ABOUT 223
 LW0981'FEET WEST OF THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTHWEST
 LW0981'(MEASURED ALONG THE HIGHWAY), 74 FEET SOUTH OF THE CENTER LINE
 LW0981'OF THE HIGHWAY, 16.1 FEET EAST OF KENYON RM DESCRIBED, AND ABOUT
 LW0981'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED
 LW0981'BY GOING 1.6 MILES EAST ALONG STATE HIGHWAY 1A FROM THE INTERSECTION
 LW0981'OF CROSS MILLS ROAD AT CHARLESTOWN.
 LW0981
 LW0981                          STATION RECOVERY (1986)
 LW0981
 LW0981'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0981'ABOUT 0.95 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LW0981'HIGHWAY 2 AND 112 AT CHARLESTOWN, THENCE 0.1 MILE SOUTH ALONG A BLACK
 LW0981'TOP ROAD, THENCE 0.55 MILE EAST ALONG STATE HIGHWAY 1A, AT THE SUMMIT
 LW0981'OF A HILL, SET ON THE TOP OF A 6-BY-4-FOOT BOULDER WHICH PROJECTS 1
 LW0981'FOOT ABOVE THE LEVEL OF THE GROUND, ABOUT 223 FEET WEST OF THE
 LW0981'JUNCTION OF A BLACK TOP ROAD LEADING SOUTHWEST (MEASURED ALONG THE
 LW0981'HIGHWAY), 74 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16.1 FEET
 LW0981'EAST OF KENYON RM DESCRIBED, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 LW0981'HIGHWAY.  NOTE-- MARK MAY BE REACHED BY GOING 1.6 MILES EAST ALONG
 LW0981'STATE HIGHWAY 1A FROM THE INTERSECTION OF CROSS MILLS ROAD AT
 LW0981'CHARLESTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1345 ***********************************************************************
 LW1345  DESIGNATION -  KNOTTY
 LW1345  PID         -  LW1345
 LW1345  STATE/COUNTY-  RI/PROVIDENCE
 LW1345  USGS QUAD   -  CROMPTON (1995)
 LW1345
 LW1345                         *CURRENT SURVEY CONTROL
 LW1345  ___________________________________________________________________
 LW1345* NAD 83(1996)-  41 44 31.75071(N)    071 34 02.79464(W)     ADJUSTED  
 LW1345* NAVD 88     -        91.647  (meters)     300.68   (feet)  ADJUSTED  
 LW1345  ___________________________________________________________________
 LW1345  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 LW1345  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1345  DYNAMIC HT  -          91.616 (meters)     300.58  (feet)  COMP
 LW1345  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 LW1345
 LW1345  HORZ ORDER  -  FIRST
 LW1345  VERT ORDER  -  SECOND    CLASS 0
 LW1345
 LW1345.The horizontal coordinates were established by classical geodetic methods
 LW1345.and adjusted by the National Geodetic Survey in August 1998..
 LW1345
 LW1345.The orthometric height was determined by differential leveling
 LW1345.and adjusted by the National Geodetic Survey in June 1991..
 LW1345
 LW1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1345
 LW1345.The geoid height was determined by GEOID03.
 LW1345
 LW1345.The dynamic height is computed by dividing the NAVD 88
 LW1345.geopotential number by the normal gravity value computed on the
 LW1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1345.degrees latitude (g = 980.6199 gals.).
 LW1345
 LW1345.The modeled gravity was interpolated from observed gravity values.
 LW1345
 LW1345;                    North         East     Units Scale Factor Converg.
 LW1345;SPC RI       -    73,171.499    94,389.834   MT  0.99999414   -0 02 41.6
 LW1345;SPC RI       -   240,063.49    309,677.31   sFT  0.99999414   -0 02 41.6
 LW1345;UTM  19      - 4,624,334.213   286,506.017   MT  1.00016092   -1 42 36.0
 LW1345
 LW1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1345!SPC RI       -   0.99999031  x   0.99999414  =   0.99998445
 LW1345!UTM  19      -   0.99999031  x   1.00016092  =   1.00015123
 LW1345
 LW1345:                Primary Azimuth Mark                     Grid Az
 LW1345:SPC RI       -  KNOTTY AZ MK                             104 44 17.4
 LW1345:UTM  19      -  KNOTTY AZ MK                             106 24 11.8
 LW1345
 LW1345|---------------------------------------------------------------------|
 LW1345| PID    Reference Object                     Distance      Geod. Az  |
 LW1345|                                                           dddmmss.s |
 LW1345| CB7837 KNOTTY AZ MK                                       1044135.8 |
 LW1345| LW1346 KNOTTY RM 2                          17.875 METERS 15626     |
 LW1345| LW1344 KNOTTY RM 1                          22.433 METERS 35134     |
 LW1345|---------------------------------------------------------------------|
 LW1345
 LW1345                          SUPERSEDED SURVEY CONTROL
 LW1345
 LW1345  NAD 83(1996)-  41 44 31.75013(N)    071 34 02.79430(W) AD(       ) 1
 LW1345  NAD 83(1992)-  41 44 31.74939(N)    071 34 02.79383(W) AD(       ) 1
 LW1345  NAD 83(1992)-  41 44 31.74902(N)    071 34 02.79396(W) AD(       ) 1
 LW1345  NAD 83(1986)-  41 44 31.74899(N)    071 34 02.79369(W) AD(       ) 1
 LW1345  NAD 27      -  41 44 31.38924(N)    071 34 04.56823(W) AD(       ) 1
 LW1345  NGVD 29 (??/??/92)   91.895  (m)          301.49   (f) ADJ UNCH    2 0
 LW1345
 LW1345.Superseded values are not recommended for survey control.
 LW1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1345.See file dsdata.txt to determine how the superseded data were derived.
 LW1345
 LW1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8650624334(NAD 83)
 LW1345_MARKER: DS = TRIANGULATION STATION DISK
 LW1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1345_STAMPING: KNOTTY 1968
 LW1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1345+STABILITY: SURFACE MOTION
 LW1345
 LW1345  HISTORY     - Date     Condition        Report By
 LW1345  HISTORY     - 1968     MONUMENTED       CGS
 LW1345  HISTORY     - 1969     GOOD             NGS
 LW1345
 LW1345                          STATION DESCRIPTION
 LW1345
 LW1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1345'STATION IS LOCATED ABOUT 4-1/4 MILES NORTHEAST OF COVENTRY
 LW1345'CENTER, 3-1/2 MILES NORTH OF WASHINGTON, 3 MILES NORTHWEST OF
 LW1345'RIVER POINT, 1/2 MILE NORTH OF HOPE, ON THE EAST SIDE OF STATE
 LW1345'HIGHWAY 116 AND ON PROPERTY OWNED BY THE STATE.
 LW1345'
 LW1345'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 115 AND 116 IN
 LW1345'HOPE, GO NORTH ON HIGHWAY 116 FOR 0.7 MILE TO STATION ON RIGHT
 LW1345'AS DESCRIBED.
 LW1345'
 LW1345'ALL MARKS ARE STANDARD DISKS.
 LW1345'
 LW1345'STATION MARK, STAMPED KNOTTY 1968 IS SET IN A ROUND CONCRETE
 LW1345'POST WHICH PROJECTS 4 INCHES.  IT IS 59 FEET EAST OF CENTER OF
 LW1345'HIGHWAY 116, 25 FEET EAST OF A TWIN TRUNKED TREE AND 13 FEET
 LW1345'SOUTHEAST OF A METAL WITNESS POST.
 LW1345'
 LW1345'RM 1, STAMPED KNOTTY NO 1 1968 IS SET IN A DRILL HOLE IN A
 LW1345'BOULDER WHICH PROJECTS 8 INCHES.  IT IS 33 FEET NORTHWEST OF A
 LW1345'14-INCH PINE TREE, 23.5 FEET NORTHEAST OF A TWIN TRUNKED TREE
 LW1345'AND 16.5 FEET SOUTHEAST OF A DRIVEWAY.
 LW1345'
 LW1345'RM 2, STAMPED KNOTTY NO 2 1968 IS SET IN A DRILL HOLE IN A
 LW1345'BOULDER WHICH PROJECTS 8 INCHES.  IT IS 71 FEET NORTH OF POWER POLE
 LW1345'NUMBER 0379, 61 FEET EAST OF CENTER OF HIGHWAY 116 AND 33.5 FEET
 LW1345'SOUTHEAST OF A TWIN TRUNKED TREE.
 LW1345'
 LW1345'AZ MK, STAMPED KNOTTY 1968 IS SET IN A DRILL HOLE IN A
 LW1345'BOULDER WHICH PROJECTS 3 INCHES.  IT IS 77 FEET WEST OF POWER
 LW1345'POLE NUMBER 0370, 57 FEET EAST OF POWER POLE NUMBER 0371 AND
 LW1345'2.6 FEET WEST OF A METAL WITNESS POST.
 LW1345'
 LW1345'TO REACH THE AZ MK FROM THE STATION, GO SOUTH ON HIGHWAY 116
 LW1345'FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOR
 LW1345'0.05 MILE TO A T-JUNCTION.  TURN LEFT AND GO NORTH, EAST AND
 LW1345'THEN SOUTH FOLLOWING MAIN ROAD FOR 0.2 MILE TO THE END OF
 LW1345'PAVEMENT AND MARK ON THE LEFT UNDER POWER LINE AS DESCRIBED.
 LW1345'
 LW1345'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW1345
 LW1345                          STATION RECOVERY (1969)
 LW1345
 LW1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1345'0.7 MI N FROM HOPE.
 LW1345'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION OF
 LW1345'STATE HIGHWAY 115 AT HOPE, ABOUT 0.5 MILE NORTH OF THE HOPE SCHOOL, 90
 LW1345'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE SOUTH LEG OF
 LW1345'A DRIVEWAY EAST TO A LARGE 1 1/2 STORY FRAME HOUSE, 60 FEET
 LW1345'EAST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET EAST OF A
 LW1345'30-INCH DOUBLE TRUNKED OAK TREE, DIRECTLY IN THE CENTER OF AN
 LW1345'ABANDONED ROAD, 14 FEET SOUTHEAST OF A METAL WITNESS POST, 2 1/2
 LW1345'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 LW1345'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1344 ***********************************************************************
 LW1344  DESIGNATION -  KNOTTY RM 1
 LW1344  PID         -  LW1344
 LW1344  STATE/COUNTY-  RI/PROVIDENCE
 LW1344  USGS QUAD   -  CROMPTON (1995)
 LW1344
 LW1344                         *CURRENT SURVEY CONTROL
 LW1344  ___________________________________________________________________
 LW1344* NAD 83(1986)-  41 44 31.     (N)    071 34 02.     (W)     SCALED    
 LW1344* NAVD 88     -        91.727  (meters)     300.94   (feet)  ADJUSTED  
 LW1344  ___________________________________________________________________
 LW1344  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1344  DYNAMIC HT  -          91.696 (meters)     300.84  (feet)  COMP
 LW1344  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 LW1344
 LW1344  VERT ORDER  -  SECOND    CLASS 0
 LW1344
 LW1344.The horizontal coordinates were scaled from a topographic map and have
 LW1344.an estimated accuracy of +/- 6 seconds.
 LW1344
 LW1344.The orthometric height was determined by differential leveling
 LW1344.and adjusted by the National Geodetic Survey in June 1991..
 LW1344
 LW1344.The geoid height was determined by GEOID03.
 LW1344
 LW1344.The dynamic height is computed by dividing the NAVD 88
 LW1344.geopotential number by the normal gravity value computed on the
 LW1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1344.degrees latitude (g = 980.6199 gals.).
 LW1344
 LW1344.The modeled gravity was interpolated from observed gravity values.
 LW1344
 LW1344;                    North         East    Units  Estimated Accuracy
 LW1344;SPC RI       -    73,150.       94,410.      MT  (+/- 180 meters Scaled)
 LW1344
 LW1344                          SUPERSEDED SURVEY CONTROL
 LW1344
 LW1344  NGVD 29 (??/??/92)   91.975  (m)          301.75   (f) ADJ UNCH    2 0
 LW1344
 LW1344.Superseded values are not recommended for survey control.
 LW1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1344.See file dsdata.txt to determine how the superseded data were derived.
 LW1344
 LW1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG865243(NAD 83)
 LW1344_MARKER: DR = REFERENCE MARK DISK
 LW1344_SETTING: 80 = SET IN A BOULDER
 LW1344_SP_SET: BOULDER
 LW1344_STAMPING: KNOTTY NO 1 1968
 LW1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1344+STABILITY: SURFACE MOTION
 LW1344
 LW1344  HISTORY     - Date     Condition        Report By
 LW1344  HISTORY     - 1968     MONUMENTED       CGS
 LW1344  HISTORY     - 1969     GOOD             NGS
 LW1344
 LW1344                          STATION DESCRIPTION
 LW1344
 LW1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1344'0.7 MI N FROM HOPE.
 LW1344'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1344'OF STATE HIGHWAY 115 AT HOPE, AT THE SOUTHWEST CORNER OF A LAWN
 LW1344'FOR A LARGE 1 1/2 STORY WHITE FRAME HOUSE, SET IN THE TOP OF AN
 LW1344'IMBEDDED BOULDER WHICH IS 2 1/2 FEET LONG AND 1 1/2 FEET WIDE, 73.5
 LW1344'FEET NORTH-NORTHEAST OF THE STATION MARK DESCRIBED, 77 FEET
 LW1344'EAST OF THE CENTER LINE OF THE HIGHWAY, 8.2 FEET SOUTHEAST OF
 LW1344'A ROUNDED CURB ALONG A DRIVEWAY AND 3 FEET ABOVE THE LEVEL OF
 LW1344'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1346 ***********************************************************************
 LW1346  DESIGNATION -  KNOTTY RM 2
 LW1346  PID         -  LW1346
 LW1346  STATE/COUNTY-  RI/PROVIDENCE
 LW1346  USGS QUAD   -  CROMPTON (1995)
 LW1346
 LW1346                         *CURRENT SURVEY CONTROL
 LW1346  ___________________________________________________________________
 LW1346* NAD 83(1986)-  41 44 31.     (N)    071 34 02.     (W)     SCALED    
 LW1346* NAVD 88     -        91.516  (meters)     300.25   (feet)  ADJUSTED  
 LW1346  ___________________________________________________________________
 LW1346  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1346  DYNAMIC HT  -          91.486 (meters)     300.15  (feet)  COMP
 LW1346  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 LW1346
 LW1346  VERT ORDER  -  SECOND    CLASS 0
 LW1346
 LW1346.The horizontal coordinates were scaled from a topographic map and have
 LW1346.an estimated accuracy of +/- 6 seconds.
 LW1346
 LW1346.The orthometric height was determined by differential leveling
 LW1346.and adjusted by the National Geodetic Survey in June 1991..
 LW1346
 LW1346.The geoid height was determined by GEOID03.
 LW1346
 LW1346.The dynamic height is computed by dividing the NAVD 88
 LW1346.geopotential number by the normal gravity value computed on the
 LW1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1346.degrees latitude (g = 980.6199 gals.).
 LW1346
 LW1346.The modeled gravity was interpolated from observed gravity values.
 LW1346
 LW1346;                    North         East    Units  Estimated Accuracy
 LW1346;SPC RI       -    73,150.       94,410.      MT  (+/- 180 meters Scaled)
 LW1346
 LW1346                          SUPERSEDED SURVEY CONTROL
 LW1346
 LW1346  NGVD 29 (??/??/92)   91.765  (m)          301.07   (f) ADJ UNCH    2 0
 LW1346
 LW1346.Superseded values are not recommended for survey control.
 LW1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1346.See file dsdata.txt to determine how the superseded data were derived.
 LW1346
 LW1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG865243(NAD 83)
 LW1346_MARKER: DR = REFERENCE MARK DISK
 LW1346_SETTING: 80 = SET IN A BOULDER
 LW1346_SP_SET: BOULDER
 LW1346_STAMPING: KNOTTY NO 2 1968
 LW1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1346+STABILITY: SURFACE MOTION
 LW1346
 LW1346  HISTORY     - Date     Condition        Report By
 LW1346  HISTORY     - 1968     MONUMENTED       CGS
 LW1346  HISTORY     - 1969     GOOD             NGS
 LW1346
 LW1346                          STATION DESCRIPTION
 LW1346
 LW1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1346'0.7 MI N FROM HOPE.
 LW1346'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1346'OF STATE HIGHWAY 115 AT HOPE, ON THE TOP OF A BANK, SET IN THE
 LW1346'TOP OF A BOULDER WHICH IS 2 FEET LONG AND 1 FOOT WIDE, 58.6
 LW1346'FEET SOUTH OF THE STATION MARK DESCRIBED, 61 FEET EAST OF THE CENTER
 LW1346'LINE OF THE HIGHWAY, 111 FEET NORTH OF THE CENTER LINE OF A
 LW1346'BLACK TOPPED ROAD LEADING NORTH, 5 FEET WEST OF THE TOP OF THE
 LW1346'EAST FACE OF THE CUT AND 2 1/2 FEET ABOVE THE LEVEL OF THE
 LW1346'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0169 ***********************************************************************
 LW0169  DESIGNATION -  L 16
 LW0169  PID         -  LW0169
 LW0169  STATE/COUNTY-  RI/PROVIDENCE
 LW0169  USGS QUAD   -  PROVIDENCE (1975)
 LW0169
 LW0169                         *CURRENT SURVEY CONTROL
 LW0169  ___________________________________________________________________
 LW0169* NAD 83(1986)-  41 52 20.     (N)    071 23 08.     (W)     SCALED    
 LW0169* NAVD 88     -        16.485  (meters)      54.08   (feet)  ADJUSTED  
 LW0169  ___________________________________________________________________
 LW0169  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LW0169  DYNAMIC HT  -          16.480 (meters)      54.07  (feet)  COMP
 LW0169  MODELED GRAV-     980,326.9   (mgal)                       NAVD 88
 LW0169
 LW0169  VERT ORDER  -  FIRST     CLASS II
 LW0169
 LW0169.The horizontal coordinates were scaled from a topographic map and have
 LW0169.an estimated accuracy of +/- 6 seconds.
 LW0169
 LW0169.The orthometric height was determined by differential leveling
 LW0169.and adjusted by the National Geodetic Survey in June 1991..
 LW0169
 LW0169.The geoid height was determined by GEOID03.
 LW0169
 LW0169.The dynamic height is computed by dividing the NAVD 88
 LW0169.geopotential number by the normal gravity value computed on the
 LW0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0169.degrees latitude (g = 980.6199 gals.).
 LW0169
 LW0169.The modeled gravity was interpolated from observed gravity values.
 LW0169
 LW0169;                    North         East    Units  Estimated Accuracy
 LW0169;SPC RI       -    87,620.      109,500.      MT  (+/- 180 meters Scaled)
 LW0169
 LW0169                          SUPERSEDED SURVEY CONTROL
 LW0169
 LW0169  NGVD 29 (??/??/92)   16.729  (m)           54.89   (f) ADJ UNCH    1 2
 LW0169
 LW0169.Superseded values are not recommended for survey control.
 LW0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0169.See file dsdata.txt to determine how the superseded data were derived.
 LW0169
 LW0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG020383(NAD 83)
 LW0169_MARKER: DB = BENCH MARK DISK
 LW0169_SETTING: 66 = SET IN ROCK OUTCROP
 LW0169_SP_SET: ROCK BLUFF
 LW0169_STAMPING: L 16 1965
 LW0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0169+STABILITY: POSITION/ELEVATION WELL
 LW0169
 LW0169  HISTORY     - Date     Condition        Report By
 LW0169  HISTORY     - 1965     MONUMENTED       CGS
 LW0169
 LW0169                          STATION DESCRIPTION
 LW0169
 LW0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0169'AT PAWTUCKET.
 LW0169'AT PAWTUCKET, ABOUT 50 YARDS SOUTHEAST OF THE JUNCTION OF
 LW0169'DIVISION STREET, PLEASANT STREET AND PAWTUCKET AVENUE, ABOUT 45
 LW0169'YARDS NORTHEAST OF THE JUNCTION OF PLEASANT AND SHIP STREETS,
 LW0169'ABOUT 35 YARDS SOUTH OF THE SOUTHWEST CORNER OF THE DIVISION
 LW0169'STREET BRIDGE OVER THE BLACKSTONE RIVER, SET IN THE TOP OF A
 LW0169'HUGE ROCK BLUFF, 30 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 LW0169'A CONCRETE BLOCK BUILDING AT 172 PLEASANT STREET, 2 FEET
 LW0169'SOUTHEAST OF THE NORTHWEST CORNER OF THE ROCK AND ABOUT LEVEL
 LW0169'WITH THE GROUND AND DIVISION STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0094 ***********************************************************************
 LW0094  DESIGNATION -  L 17
 LW0094  PID         -  LW0094
 LW0094  STATE/COUNTY-  RI/WASHINGTON
 LW0094  USGS QUAD   -  WICKFORD (1995)
 LW0094
 LW0094                         *CURRENT SURVEY CONTROL
 LW0094  ___________________________________________________________________
 LW0094* NAD 83(1996)-  41 35 25.92846(N)    071 25 20.91232(W)     ADJUSTED  
 LW0094* NAVD 88     -         5.354  (meters)      17.57   (feet)  ADJUSTED  
 LW0094  ___________________________________________________________________
 LW0094  X           -   1,521,985.154 (meters)                     COMP
 LW0094  Y           -  -4,528,362.754 (meters)                     COMP
 LW0094  Z           -   4,211,681.620 (meters)                     COMP
 LW0094  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LW0094  ELLIP HEIGHT-         -24.62  (meters)          (06/04/02) GPS OBS
 LW0094  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW0094  DYNAMIC HT  -           5.352 (meters)      17.56  (feet)  COMP
 LW0094  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 LW0094
 LW0094  HORZ ORDER  -  FIRST
 LW0094  VERT ORDER  -  FIRST     CLASS I
 LW0094  ELLP ORDER  -  FOURTH    CLASS I
 LW0094
 LW0094.The horizontal coordinates were established by GPS observations
 LW0094.and adjusted by the National Geodetic Survey in May 2000..
 LW0094
 LW0094.The orthometric height was determined by differential leveling
 LW0094.and adjusted by the National Geodetic Survey in June 1991..
 LW0094
 LW0094.Photographs are available for this station.
 LW0094
 LW0094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW0094
 LW0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0094
 LW0094.The ellipsoidal height was determined by GPS observations
 LW0094.and is referenced to NAD 83.
 LW0094
 LW0094.The geoid height was determined by GEOID03.
 LW0094
 LW0094.The dynamic height is computed by dividing the NAVD 88
 LW0094.geopotential number by the normal gravity value computed on the
 LW0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0094.degrees latitude (g = 980.6199 gals.).
 LW0094
 LW0094.The modeled gravity was interpolated from observed gravity values.
 LW0094
 LW0094;                    North         East     Units Scale Factor Converg.
 LW0094;SPC RI       -    56,332.660   106,463.923   MT  0.99999426   +0 03 05.3
 LW0094;SPC RI       -   184,818.07    349,290.39   sFT  0.99999426   +0 03 05.3
 LW0094;UTM  19      - 4,607,149.797   298,088.062   MT  1.00010172   -1 36 30.9
 LW0094
 LW0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0094!SPC RI       -   1.00000386  x   0.99999426  =   0.99999812
 LW0094!UTM  19      -   1.00000386  x   1.00010172  =   1.00010558
 LW0094
 LW0094                          SUPERSEDED SURVEY CONTROL
 LW0094
 LW0094  NAVD 88 (05/22/00)    5.35   (m)           17.6    (f) LEVELING    3  
 LW0094  NGVD 29 (??/??/92)    5.620  (m)           18.44   (f) ADJ UNCH    1 1
 LW0094
 LW0094.Superseded values are not recommended for survey control.
 LW0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0094.See file dsdata.txt to determine how the superseded data were derived.
 LW0094
 LW0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9808807150(NAD 83)
 LW0094_MARKER: DB = BENCH MARK DISK
 LW0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0094_SP_SET: CONCRETE BASE
 LW0094_STAMPING: L 17 1965
 LW0094_MARK LOGO: CGS   
 LW0094_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0094+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 LW0094
 LW0094  HISTORY     - Date     Condition        Report By
 LW0094  HISTORY     - 1965     MONUMENTED       CGS
 LW0094  HISTORY     - 1988     GOOD             USPSQD
 LW0094  HISTORY     - 19950902 GOOD             USPSQD
 LW0094  HISTORY     - 19991206 GOOD             WOOLPT
 LW0094  HISTORY     - 19991231 GOOD             USPSQD
 LW0094  HISTORY     - 20060505 GOOD             INDIV
 LW0094
 LW0094                          STATION DESCRIPTION
 LW0094
 LW0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0094'AT QUONSET POINT NAS.
 LW0094'AT QUONSET POINT NAVAL AIR STATION, ABOUT 0.4 MILE SOUTHEAST
 LW0094'ALONG QUONSET ROAD FROM THE MAIN GATE AT ENTRANCE TO NAVAL AIR
 LW0094'STATION, ABOUT 115 YARDS NORTHWEST OF THE JUNCTION OF THIRD
 LW0094'AVENUE, ABOUT MIDWAY BETWEEN BUILDINGS 14 AND 15, NEAR A PARKING
 LW0094'AREA FOR THE TWO BUILDINGS, SET ON THE TOP OF THE WEST CORNER
 LW0094'OF A 10-BY-10-FOOT SQUARE CONCRETE BASE WHICH IS 10 FOOT DEEP AND
 LW0094'HAS A MANHOLE COVER ON TOP, 26 1/2 FEET NORTHEAST OF THE NORTHEAST
 LW0094'CURB OF QUONSET ROAD, 27 FEET SOUTHEAST OF THE CENTER LINE OF A
 LW0094'DRIVEWAY TO PARKING LOT, ABOUT LEVEL WITH THE GROUND AND 1 1/2
 LW0094'FEET ABOVE THE LEVEL OF THE ROAD.
 LW0094
 LW0094                          STATION RECOVERY (1988)
 LW0094
 LW0094'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0094'RECOVERED IN GOOD CONDITION.
 LW0094
 LW0094                          STATION RECOVERY (1995)
 LW0094
 LW0094'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW0094'RECOVERED IN GOOD CONDITION.
 LW0094
 LW0094                          STATION RECOVERY (1999)
 LW0094
 LW0094'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LW0094'RECOVERED AS DESCRIBED.
 LW0094
 LW0094                          STATION RECOVERY (1999)
 LW0094
 LW0094'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW0094'RECOVERED IN GOOD CONDITION.
 LW0094
 LW0094                          STATION RECOVERY (2006)
 LW0094
 LW0094'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (WTN)
 LW0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0756 ***********************************************************************
 LW0756  DESIGNATION -  L 18
 LW0756  PID         -  LW0756
 LW0756  STATE/COUNTY-  RI/WASHINGTON
 LW0756  USGS QUAD   -  ASHAWAY (1984)
 LW0756
 LW0756                         *CURRENT SURVEY CONTROL
 LW0756  ___________________________________________________________________
 LW0756* NAD 83(1986)-  41 23 18.     (N)    071 46 05.     (W)     SCALED    
 LW0756* NAVD 88     -        13.518  (meters)      44.35   (feet)  ADJUSTED  
 LW0756  ___________________________________________________________________
 LW0756  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LW0756  DYNAMIC HT  -          13.513 (meters)      44.33  (feet)  COMP
 LW0756  MODELED GRAV-     980,274.6   (mgal)                       NAVD 88
 LW0756
 LW0756  VERT ORDER  -  FIRST     CLASS I
 LW0756
 LW0756.The horizontal coordinates were scaled from a topographic map and have
 LW0756.an estimated accuracy of +/- 6 seconds.
 LW0756
 LW0756.The orthometric height was determined by differential leveling
 LW0756.and adjusted by the National Geodetic Survey in June 1991..
 LW0756
 LW0756.The geoid height was determined by GEOID03.
 LW0756
 LW0756.The dynamic height is computed by dividing the NAVD 88
 LW0756.geopotential number by the normal gravity value computed on the
 LW0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0756.degrees latitude (g = 980.6199 gals.).
 LW0756
 LW0756.The modeled gravity was interpolated from observed gravity values.
 LW0756
 LW0756;                    North         East    Units  Estimated Accuracy
 LW0756;SPC RI       -    33,910.       77,580.      MT  (+/- 180 meters Scaled)
 LW0756
 LW0756                          SUPERSEDED SURVEY CONTROL
 LW0756
 LW0756  NGVD 29 (??/??/92)   13.796  (m)           45.26   (f) ADJ UNCH    1 1
 LW0756
 LW0756.Superseded values are not recommended for survey control.
 LW0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0756.See file dsdata.txt to determine how the superseded data were derived.
 LW0756
 LW0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF685855(NAD 83)
 LW0756_MARKER: DB = BENCH MARK DISK
 LW0756_SETTING: 80 = SET IN A BOULDER
 LW0756_SP_SET: BOULDER
 LW0756_STAMPING: L 18 1965
 LW0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0756+STABILITY: SURFACE MOTION
 LW0756
 LW0756  HISTORY     - Date     Condition        Report By
 LW0756  HISTORY     - 1965     MONUMENTED       CGS
 LW0756  HISTORY     - 1969     GOOD             NGS
 LW0756  HISTORY     - 1988     GOOD             USPSQD
 LW0756  HISTORY     - 1990     GOOD             USPSQD
 LW0756
 LW0756                          STATION DESCRIPTION
 LW0756
 LW0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0756'1.4 MI SW FROM BRADFORD.
 LW0756'1.4 MILES SOUTHWEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0756'RAILROAD FROM THE STATE HIGHWAY 9 OVERPASS, ABOUT 62 YARDS NORTH
 LW0756'OF AN ABANDONED HOMESITE, ON PRIVATE PROPERTY SET ON THE TOP OF
 LW0756'THE NORTHEAST EDGE OF A 15-BY-11-FOOT IMBEDDED BOULDER WHICH
 LW0756'PROJECTS 2 FEET ABOVE THE LEVEL OF THE GROUND, 122 FEET SOUTHEAST
 LW0756'OF THE SOUTHEAST RAIL OF SOUTHEAST TRACK, 70 FEET EAST OF THE
 LW0756'CENTER LINE OF A TRAIL LEADING NORTH, AND ABOUT 1 FOOT ABOVE
 LW0756'THE LEVEL OF THE TRACK.  NOTE-- MARK MAY ALSO BE REACHED BY GOING
 LW0756'3.55 MILES NORTHEAST ALONG THE NY, NH AND H RAILROAD FROM THE
 LW0756'STATION AT WESTERLY.
 LW0756
 LW0756                          STATION RECOVERY (1969)
 LW0756
 LW0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0756'RECOVERED IN GOOD CONDITION.
 LW0756
 LW0756                          STATION RECOVERY (1988)
 LW0756
 LW0756'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0756'RECOVERED IN GOOD CONDITION.
 LW0756
 LW0756                          STATION RECOVERY (1990)
 LW0756
 LW0756'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0965 ***********************************************************************
 LW0965  DESIGNATION -  L 19
 LW0965  PID         -  LW0965
 LW0965  STATE/COUNTY-  RI/WASHINGTON
 LW0965  USGS QUAD   -  CAROLINA (1970)
 LW0965
 LW0965                         *CURRENT SURVEY CONTROL
 LW0965  ___________________________________________________________________
 LW0965* NAD 83(1986)-  41 29 41.     (N)    071 42 57.     (W)     SCALED    
 LW0965* NAVD 88     -        27.982  (meters)      91.80   (feet)  ADJUSTED  
 LW0965  ___________________________________________________________________
 LW0965  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW0965  DYNAMIC HT  -          27.972 (meters)      91.77  (feet)  COMP
 LW0965  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LW0965
 LW0965  VERT ORDER  -  SECOND    CLASS 0
 LW0965
 LW0965.The horizontal coordinates were scaled from a topographic map and have
 LW0965.an estimated accuracy of +/- 6 seconds.
 LW0965
 LW0965.The orthometric height was determined by differential leveling
 LW0965.and adjusted by the National Geodetic Survey in June 1991..
 LW0965
 LW0965.The geoid height was determined by GEOID03.
 LW0965
 LW0965.The dynamic height is computed by dividing the NAVD 88
 LW0965.geopotential number by the normal gravity value computed on the
 LW0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0965.degrees latitude (g = 980.6199 gals.).
 LW0965
 LW0965.The modeled gravity was interpolated from observed gravity values.
 LW0965
 LW0965;                    North         East    Units  Estimated Accuracy
 LW0965;SPC RI       -    45,710.       81,980.      MT  (+/- 180 meters Scaled)
 LW0965
 LW0965                          SUPERSEDED SURVEY CONTROL
 LW0965
 LW0965  NGVD 29 (??/??/92)   28.256  (m)           92.70   (f) ADJ UNCH    2 0
 LW0965
 LW0965.Superseded values are not recommended for survey control.
 LW0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0965.See file dsdata.txt to determine how the superseded data were derived.
 LW0965
 LW0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF733972(NAD 83)
 LW0965_MARKER: DB = BENCH MARK DISK
 LW0965_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0965_SP_SET: ABUTMENT
 LW0965_STAMPING: L 19 1969
 LW0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0965
 LW0965  HISTORY     - Date     Condition        Report By
 LW0965  HISTORY     - 1969     MONUMENTED       CGS
 LW0965  HISTORY     - 19881001 MARK NOT FOUND   USPSQD
 LW0965
 LW0965                          STATION DESCRIPTION
 LW0965
 LW0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0965'6.9 MI NE FROM ASHAWAY.
 LW0965'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH JUNCTION
 LW0965'OF STATE HIGHWAY 216 AT ASHAWAY, THENCE 5.0 MILES NORTHEAST ALONG
 LW0965'INTERSTATE HIGHWAY 95, SET ON THE TOP OF THE SOUTHEAST END
 LW0965'OF THE NORTHEAST ABUTMENT FOR THE 270-FOOT LONG HIGHWAY BRIDGE
 LW0965'OVER THE WOOD RIVER, 24 FEET SOUTHEAST OF THE CENTER LINE OF
 LW0965'THE NORTHBOUND LANE OF THE HIGHWAY, 14.9 FEET SOUTHWEST OF THE
 LW0965'NORTHEAST END OF THE SOUTHEAST GUARD RAIL BASE AND 1 FOOT BELOW
 LW0965'THE LEVEL OF THE HIGHWAY.  MARK MAY BE REACHED BY GOING 1.2
 LW0965'MILES NORTH AND EAST ALONG STATE HIGHWAY 138 FROM THE FIRST
 LW0965'BAPTIST CHURCH AT HOPE VALLEY, THENCE 1.7 MILES SOUTHWEST ALONG
 LW0965'INTERSTATE HIGHWAY 95 TO MARK ON LEFT.
 LW0965
 LW0965                          STATION RECOVERY (1988)
 LW0965
 LW0965'RECOVERY NOTE BY US POWER SQUADRON 1988 (WW)
 LW0965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0811 ***********************************************************************
 LW0811  DESIGNATION -  L 2
 LW0811  PID         -  LW0811
 LW0811  STATE/COUNTY-  RI/WASHINGTON
 LW0811  USGS QUAD   -  WATCH HILL (1984)
 LW0811
 LW0811                         *CURRENT SURVEY CONTROL
 LW0811  ___________________________________________________________________
 LW0811* NAD 83(1986)-  41 18 50.     (N)    071 51 00.     (W)     SCALED    
 LW0811* NAVD 88     -        12.218  (meters)      40.09   (feet)  ADJUSTED  
 LW0811  ___________________________________________________________________
 LW0811  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LW0811  DYNAMIC HT  -          12.213 (meters)      40.07  (feet)  COMP
 LW0811  MODELED GRAV-     980,274.3   (mgal)                       NAVD 88
 LW0811
 LW0811  VERT ORDER  -  SECOND    CLASS 0
 LW0811
 LW0811.The horizontal coordinates were scaled from a topographic map and have
 LW0811.an estimated accuracy of +/- 6 seconds.
 LW0811
 LW0811.The orthometric height was determined by differential leveling
 LW0811.and adjusted by the National Geodetic Survey in June 1991..
 LW0811
 LW0811.The geoid height was determined by GEOID03.
 LW0811
 LW0811.The dynamic height is computed by dividing the NAVD 88
 LW0811.geopotential number by the normal gravity value computed on the
 LW0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0811.degrees latitude (g = 980.6199 gals.).
 LW0811
 LW0811.The modeled gravity was interpolated from observed gravity values.
 LW0811
 LW0811;                    North         East    Units  Estimated Accuracy
 LW0811;SPC RI       -    25,660.       70,690.      MT  (+/- 180 meters Scaled)
 LW0811
 LW0811                          SUPERSEDED SURVEY CONTROL
 LW0811
 LW0811  NGVD 29 (??/??/92)   12.506  (m)           41.03   (f) ADJ UNCH    2 0
 LW0811
 LW0811.Superseded values are not recommended for survey control.
 LW0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0811.See file dsdata.txt to determine how the superseded data were derived.
 LW0811
 LW0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF614775(NAD 83)
 LW0811_MARKER: DB = BENCH MARK DISK
 LW0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0811_SP_SET: WALL
 LW0811_STAMPING: L 2 1943
 LW0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0811
 LW0811  HISTORY     - Date     Condition        Report By
 LW0811  HISTORY     - 1943     MONUMENTED       CGS
 LW0811  HISTORY     - 1950     GOOD             NGS
 LW0811  HISTORY     - 1984     GOOD             USPSQD
 LW0811  HISTORY     - 1988     GOOD             USPSQD
 LW0811  HISTORY     - 1989     GOOD             USPSQD
 LW0811  HISTORY     - 1989     GOOD             USPSQD
 LW0811
 LW0811                          STATION DESCRIPTION
 LW0811
 LW0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LW0811'0.5 MI NE FROM WATCH HILL.
 LW0811'0.5 MILE NORTHEAST ALONG WESTERLY ROAD FROM THE POST OFFICE
 LW0811'AT WATCH HILL, WASHINGTON COUNTY, AT THE INTERSECTION OF NINIGREL
 LW0811'AVENUE, 10.7 FEET NORTHWEST OF THE NORTHWEST CURB OF WESTERLY
 LW0811'ROAD, AT A STONE WALL, 12.4 FEET NORTHEAST OF THE SOUTHWEST
 LW0811'END OF THE WALL, AND 3.6 FEET NORTHWEST OF A WIRE FENCE.  A
 LW0811'STANDARD DISK, STAMPED L 2 1943.
 LW0811
 LW0811                          STATION RECOVERY (1984)
 LW0811
 LW0811'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0811'RECOVERED IN GOOD CONDITION.
 LW0811
 LW0811                          STATION RECOVERY (1988)
 LW0811
 LW0811'RECOVERY NOTE BY US POWER SQUADRON 1988 (BAM)
 LW0811'RECOVERED IN GOOD CONDITION.
 LW0811
 LW0811                          STATION RECOVERY (1989)
 LW0811
 LW0811'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0811'RECOVERED IN GOOD CONDITION.
 LW0811
 LW0811                          STATION RECOVERY (1989)
 LW0811
 LW0811'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1173 ***********************************************************************
 LW1173  DESIGNATION -  L 20
 LW1173  PID         -  LW1173
 LW1173  STATE/COUNTY-  RI/KENT
 LW1173  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1173
 LW1173                         *CURRENT SURVEY CONTROL
 LW1173  ___________________________________________________________________
 LW1173* NAD 83(1986)-  41 39 16.     (N)    071 41 37.     (W)     SCALED    
 LW1173* NAVD 88     -       170.442  (meters)     559.19   (feet)  ADJUSTED  
 LW1173  ___________________________________________________________________
 LW1173  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW1173  DYNAMIC HT  -         170.380 (meters)     558.99  (feet)  COMP
 LW1173  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 LW1173
 LW1173  VERT ORDER  -  FIRST     CLASS II
 LW1173
 LW1173.The horizontal coordinates were scaled from a topographic map and have
 LW1173.an estimated accuracy of +/- 6 seconds.
 LW1173
 LW1173.The orthometric height was determined by differential leveling
 LW1173.and adjusted by the National Geodetic Survey in June 1991..
 LW1173
 LW1173.The geoid height was determined by GEOID03.
 LW1173
 LW1173.The dynamic height is computed by dividing the NAVD 88
 LW1173.geopotential number by the normal gravity value computed on the
 LW1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1173.degrees latitude (g = 980.6199 gals.).
 LW1173
 LW1173.The modeled gravity was interpolated from observed gravity values.
 LW1173
 LW1173;                    North         East    Units  Estimated Accuracy
 LW1173;SPC RI       -    63,450.       83,870.      MT  (+/- 180 meters Scaled)
 LW1173
 LW1173                          SUPERSEDED SURVEY CONTROL
 LW1173
 LW1173  NGVD 29 (??/??/92)  170.679  (m)          559.97   (f) ADJ UNCH    1 2
 LW1173
 LW1173.Superseded values are not recommended for survey control.
 LW1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1173.See file dsdata.txt to determine how the superseded data were derived.
 LW1173
 LW1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG757149(NAD 83)
 LW1173_MARKER: DB = BENCH MARK DISK
 LW1173_SETTING: 66 = SET IN ROCK OUTCROP
 LW1173_SP_SET: ROCK LEDGE
 LW1173_STAMPING: L 20 1969
 LW1173_MARK LOGO: CGS   
 LW1173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1173+STABILITY: POSITION/ELEVATION WELL
 LW1173
 LW1173  HISTORY     - Date     Condition        Report By
 LW1173  HISTORY     - 1969     MONUMENTED       CGS
 LW1173  HISTORY     - 1984     GOOD             RIGS
 LW1173  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 LW1173  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1173  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1173
 LW1173                          STATION DESCRIPTION
 LW1173
 LW1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1173'2.7 MI S FROM SUMMIT.
 LW1173'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 102 FROM THE
 LW1173'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, 78 FEET SOUTH OF THE
 LW1173'CENTER OF THE JUNCTION OF THE HIGHWAY AND THE NORTH DRIVEWAY OF
 LW1173'TWO LEADING WEST TO A TWO-STORIED FRAME HOUSE, SET IN THE TOP
 LW1173'OF A ROCK LEDGE WHICH IS 15 FEET LONG - AND 2 FEET HIGH AT THE
 LW1173'HIGHEST POINT, 21.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LW1173'1.2 FEET WEST OF THE EAST EDGE OF THE ROCK AND 1 1/2 FEET ABOVE
 LW1173'THE LEVEL OF THE HIGHWAY.
 LW1173
 LW1173                          STATION RECOVERY (1984)
 LW1173
 LW1173'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1173'RECOVERED IN GOOD CONDITION.
 LW1173
 LW1173                          STATION RECOVERY (1986)
 LW1173
 LW1173'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1173'MARK NOT FOUND.
 LW1173
 LW1173                          STATION RECOVERY (1988)
 LW1173
 LW1173'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1173'MARK NOT FOUND.
 LW1173
 LW1173                          STATION RECOVERY (1989)
 LW1173
 LW1173'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1652 ***********************************************************************
 LW1652  DESIGNATION -  L 20 RESET 1984
 LW1652  PID         -  LW1652
 LW1652  STATE/COUNTY-  RI/KENT
 LW1652  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1652
 LW1652                         *CURRENT SURVEY CONTROL
 LW1652  ___________________________________________________________________
 LW1652* NAD 83(1986)-  41 39 16.     (N)    071 41 37.     (W)     SCALED    
 LW1652* NAVD 88     -       171.364  (meters)     562.22   (feet)  ADJUSTED  
 LW1652  ___________________________________________________________________
 LW1652  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW1652  DYNAMIC HT  -         171.302 (meters)     562.01  (feet)  COMP
 LW1652  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 LW1652
 LW1652  VERT ORDER  -  FIRST     CLASS II
 LW1652
 LW1652.The horizontal coordinates were scaled from a topographic map and have
 LW1652.an estimated accuracy of +/- 6 seconds.
 LW1652
 LW1652.The orthometric height was determined by differential leveling
 LW1652.and adjusted by the National Geodetic Survey in June 1991..
 LW1652
 LW1652.The geoid height was determined by GEOID03.
 LW1652
 LW1652.The dynamic height is computed by dividing the NAVD 88
 LW1652.geopotential number by the normal gravity value computed on the
 LW1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1652.degrees latitude (g = 980.6199 gals.).
 LW1652
 LW1652.The modeled gravity was interpolated from observed gravity values.
 LW1652
 LW1652;                    North         East    Units  Estimated Accuracy
 LW1652;SPC RI       -    63,450.       83,870.      MT  (+/- 180 meters Scaled)
 LW1652
 LW1652                          SUPERSEDED SURVEY CONTROL
 LW1652
 LW1652.No superseded survey control is available for this station.
 LW1652
 LW1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG757149(NAD 83)
 LW1652_MARKER: DB = BENCH MARK DISK
 LW1652_SETTING: 66 = SET IN ROCK OUTCROP
 LW1652_SP_SET: ROCK OUTCROP
 LW1652_STAMPING: L 20 RESET 1984
 LW1652_MARK LOGO: NGS   
 LW1652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1652+STABILITY: POSITION/ELEVATION WELL
 LW1652
 LW1652  HISTORY     - Date     Condition        Report By
 LW1652  HISTORY     - 1984     MONUMENTED       RIGS
 LW1652  HISTORY     - 1984     GOOD             RIGS
 LW1652
 LW1652                          STATION DESCRIPTION
 LW1652
 LW1652'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1652'2.7 MI SOUTH FROM SUMMIT.
 LW1652'126 FEET NORTH-NORTHEAST OF BM L 20 WHICH WAS DESCRIBED AS FOLLOWS--
 LW1652'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 102 FROM THE INTERSECTION OF
 LW1652'STATE HIGHWAY 117 AT SUMMIT, 78 FEET SOUTH OF THE CENTER OF THE
 LW1652'JUNCTION OF THE HIGHWAY AND THE NORTH DRIVEWAY OF TWO LEADING WEST TO
 LW1652'A TWO-STORIED FRAME HOUSE, SET IN THE TOP OF A ROCK LEDGE WHICH IS 15
 LW1652'FEET LONG AND 2 FEET HIGH AT THE HIGHEST POINT, 21.6 FEET WEST OF
 LW1652'THE CENTER LINE OF THE HIGHWAY, 1.2 FEET WEST OF THE EAST EDGE OF THE
 LW1652'ROCK AND 1-1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1652
 LW1652                          STATION RECOVERY (1984)
 LW1652
 LW1652'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1349 ***********************************************************************
 LW1349  DESIGNATION -  L 21
 LW1349  PID         -  LW1349
 LW1349  STATE/COUNTY-  RI/KENT
 LW1349  USGS QUAD   -  CROMPTON (1995)
 LW1349
 LW1349                         *CURRENT SURVEY CONTROL
 LW1349  ___________________________________________________________________
 LW1349* NAD 83(1986)-  41 42 22.     (N)    071 33 27.     (W)     SCALED    
 LW1349* NAVD 88     -        89.955  (meters)     295.13   (feet)  ADJUSTED  
 LW1349  ___________________________________________________________________
 LW1349  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW1349  DYNAMIC HT  -          89.924 (meters)     295.03  (feet)  COMP
 LW1349  MODELED GRAV-     980,279.9   (mgal)                       NAVD 88
 LW1349
 LW1349  VERT ORDER  -  SECOND    CLASS 0
 LW1349
 LW1349.The horizontal coordinates were scaled from a topographic map and have
 LW1349.an estimated accuracy of +/- 6 seconds.
 LW1349
 LW1349.The orthometric height was determined by differential leveling
 LW1349.and adjusted by the National Geodetic Survey in June 1991..
 LW1349
 LW1349.The geoid height was determined by GEOID03.
 LW1349
 LW1349.The dynamic height is computed by dividing the NAVD 88
 LW1349.geopotential number by the normal gravity value computed on the
 LW1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1349.degrees latitude (g = 980.6199 gals.).
 LW1349
 LW1349.The modeled gravity was interpolated from observed gravity values.
 LW1349
 LW1349;                    North         East    Units  Estimated Accuracy
 LW1349;SPC RI       -    69,170.       95,210.      MT  (+/- 180 meters Scaled)
 LW1349
 LW1349                          SUPERSEDED SURVEY CONTROL
 LW1349
 LW1349  NGVD 29 (??/??/92)   90.202  (m)          295.94   (f) ADJ UNCH    2 0
 LW1349
 LW1349.Superseded values are not recommended for survey control.
 LW1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1349.See file dsdata.txt to determine how the superseded data were derived.
 LW1349
 LW1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG872203(NAD 83)
 LW1349_MARKER: DB = BENCH MARK DISK
 LW1349_SETTING: 80 = SET IN A BOULDER
 LW1349_SP_SET: BOULDER
 LW1349_STAMPING: L 21 1969
 LW1349_MARK LOGO: CGS   
 LW1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1349+STABILITY: SURFACE MOTION
 LW1349
 LW1349  HISTORY     - Date     Condition        Report By
 LW1349  HISTORY     - 1969     MONUMENTED       CGS
 LW1349  HISTORY     - 1987     GOOD             USPSQD
 LW1349  HISTORY     - 1988     GOOD             USPSQD
 LW1349  HISTORY     - 19880523 GOOD             RIGS
 LW1349
 LW1349                          STATION DESCRIPTION
 LW1349
 LW1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1349'AT ANTHONY.
 LW1349'AT ANTHONY, ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 116 FROM
 LW1349'THE JUNCTION OF HIGHWAYS 33 AND 117, ON THE NORTH SLOPE AND NEAR
 LW1349'THE BOTTOM OF A HILL, 150 FEET SOUTH OF A 4-FOOT SQUARE CONCRETE
 LW1349'CATCH BASIN, SET IN THE TOP OF A ROCK WHICH IS 2 1/2 FEET LONG
 LW1349'AND 1 FOOT HIGH ON THE NORTHEAST CORNER AND IS PART OF A LONG
 LW1349'LOW CUT, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.5
 LW1349'FEET WEST OF THE NORTHEAST CORNER OF THE ROCK AND 3 FEET ABOVE
 LW1349'THE LEVEL OF THE HIGHWAY.
 LW1349
 LW1349                          STATION RECOVERY (1987)
 LW1349
 LW1349'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1349'RECOVERED IN GOOD CONDITION.
 LW1349
 LW1349                          STATION RECOVERY (1988)
 LW1349
 LW1349'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1349'RECOVERED IN GOOD CONDITION.
 LW1349
 LW1349                          STATION RECOVERY (1988)
 LW1349
 LW1349'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5614 ***********************************************************************
 LW5614  DESIGNATION -  L 21 RESET
 LW5614  PID         -  LW5614
 LW5614  STATE/COUNTY-  RI/KENT
 LW5614  USGS QUAD   -  CROMPTON (1995)
 LW5614
 LW5614                         *CURRENT SURVEY CONTROL
 LW5614  ___________________________________________________________________
 LW5614* NAD 83(1986)-  41 42 22.     (N)    071 33 27.     (W)     SCALED    
 LW5614* NAVD 88     -        92.28   (meters)     302.8    (feet)  RESET     
 LW5614  ___________________________________________________________________
 LW5614  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW5614
 LW5614  VERT ORDER  -  THIRD
 LW5614
 LW5614.The horizontal coordinates were scaled from a topographic map and have
 LW5614.an estimated accuracy of +/- 6 seconds.
 LW5614
 LW5614.The orthometric height was computed from unverified reset data.
 LW5614.No vertical observational check was made to the station.
 LW5614
 LW5614.The geoid height was determined by GEOID03.
 LW5614
 LW5614;                    North         East    Units  Estimated Accuracy
 LW5614;SPC RI       -    69,170.       95,210.      MT  (+/- 180 meters Scaled)
 LW5614
 LW5614                          SUPERSEDED SURVEY CONTROL
 LW5614
 LW5614  NGVD 29 (11/21/01)   92.52   (m)          303.5    (f) RESET       3  
 LW5614
 LW5614.Superseded values are not recommended for survey control.
 LW5614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5614.See file dsdata.txt to determine how the superseded data were derived.
 LW5614
 LW5614_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG872203(NAD 83)
 LW5614_MARKER: DB = BENCH MARK DISK
 LW5614_SETTING: 80 = SET IN A BOULDER
 LW5614_SP_SET: BOULDER
 LW5614_STAMPING: L 21 RESET 1988
 LW5614_MARK LOGO: NGS   
 LW5614_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5614+STABILITY: SURFACE MOTION
 LW5614
 LW5614  HISTORY     - Date     Condition        Report By
 LW5614  HISTORY     - 1988     MONUMENTED       RIGS
 LW5614
 LW5614                          STATION DESCRIPTION
 LW5614
 LW5614'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5614'IN ANTHONY, 1.6 KM (1.00 MI) NORTH ALONG STATE ROUTE 116 FROM THE
 LW5614'JUNCTION OF STATE ROUTES 117 AND 33, SET INTO THE TOP OF A BOULDER
 LW5614'WHICH IS 2.5 X 2 FT AND FLUSH WITH THE GROUND, 17.45 M (57.3 FT) WEST
 LW5614'NORTHWEST OF THE CENTERLINE OF ROUTE 116, 27.4 M (89.9 FT) NORTHWEST
 LW5614'OF A UTILITY POLE (N.E. COMPANY 39), 22.7 M (74.5 FT) WEST NORTHWEST
 LW5614'FROM THE JUNCTION OF A DRIVE WAY (FOR HOUSE 385) AND ROUTE 116, 7.6 M
 LW5614'(24.9 FT) WEST SOUTHWEST OF THE CORNER OF A FIELDSTONE WALL, AND 1.25
 LW5614'M (4.1 FT) EAST OF A FIBERGLASS WITNESS POST.  NOTE MARK IS 16.3 M
 LW5614'(53.5 FT) SOUTHWEST OF L 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0980 ***********************************************************************
 LW0980  DESIGNATION -  L 22
 LW0980  PID         -  LW0980
 LW0980  STATE/COUNTY-  RI/WASHINGTON
 LW0980  USGS QUAD   -  
 LW0980
 LW0980                         *CURRENT SURVEY CONTROL
 LW0980  ___________________________________________________________________
 LW0980* NAD 83(1986)-  41 19 59.     (N)    071 24 59.     (W)     SCALED    
 LW0980* NAVD 88     -        18.758  (meters)      61.54   (feet)  ADJUSTED  
 LW0980  ___________________________________________________________________
 LW0980  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0980  DYNAMIC HT  -          18.752 (meters)      61.52  (feet)  COMP
 LW0980  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 LW0980
 LW0980  VERT ORDER  -  SECOND    CLASS 0
 LW0980
 LW0980.The horizontal coordinates were scaled from a topographic map and have
 LW0980.an estimated accuracy of +/- 6 seconds.
 LW0980
 LW0980.The orthometric height was determined by differential leveling
 LW0980.and adjusted by the National Geodetic Survey in June 1991..
 LW0980
 LW0980.The geoid height was determined by GEOID03.
 LW0980
 LW0980.The dynamic height is computed by dividing the NAVD 88
 LW0980.geopotential number by the normal gravity value computed on the
 LW0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0980.degrees latitude (g = 980.6199 gals.).
 LW0980
 LW0980.The modeled gravity was interpolated from observed gravity values.
 LW0980
 LW0980;                    North         East    Units  Estimated Accuracy
 LW0980;SPC RI       -    27,740.      107,000.      MT  (+/- 180 meters Scaled)
 LW0980
 LW0980                          SUPERSEDED SURVEY CONTROL
 LW0980
 LW0980  NGVD 29 (??/??/92)   19.037  (m)           62.46   (f) ADJ UNCH    2 0
 LW0980
 LW0980.Superseded values are not recommended for survey control.
 LW0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0980.See file dsdata.txt to determine how the superseded data were derived.
 LW0980
 LW0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF977785(NAD 83)
 LW0980_STAMPING: L 22
 LW0980_MARK LOGO: CGS   
 LW0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0980+STABILITY: SURFACE MOTION
 LW0980
 LW0980  HISTORY     - Date     Condition        Report By
 LW0980  HISTORY     - UNK      FIRST OBSERVED   RIBPR
 LW0980  HISTORY     - 1969     GOOD             NGS
 LW0980  HISTORY     - 1984     GOOD             USPSQD
 LW0980  HISTORY     - 19860606 GOOD             RIGS
 LW0980  HISTORY     - 1989     GOOD             USPSQD
 LW0980  HISTORY     - 1990     GOOD             USPSQD
 LW0980  HISTORY     - 19900606 GOOD             RIGS
 LW0980
 LW0980                          STATION DESCRIPTION
 LW0980
 LW0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0980'2.4 MI E FROM CHARLESTOWN.
 LW0980'ABOUT 2.35 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0980'STATE HIGHWAY 2 AND 112 AT CHARLESTOWN, AT THE EXIT OF STATE
 LW0980'HIGHWAY 1A LEADING SOUTHWEST AND WEST TO GREEN HILL ROAD AND
 LW0980'CHARLESTOWN, SET ON THE TOP OF THE EAST END OF A CONCRETE
 LW0980'BASE SUPPORTING A SIGN POST 1 A SOUTH GREEN HILL BEACH, 6 FEET
 LW0980'SOUTH OF THE SOUTH CURB OF THE NORTHBOUND LANE OF THE HIGHWAY,
 LW0980'15.5 FEET NORTHEAST OF THE NORTHEAST CURB OF THE EXIT ROAD, AND
 LW0980'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED
 LW0980'BY GOING 2.55 MILES EAST ALONG STATE HIGHWAY 1 A FROM THE INTERSECTION
 LW0980'OF CROSS MILLS ROAD AT CHARLESTOWN TO THE JUNCTION OF U.S.
 LW0980'HIGHWAY 1 AND BENCH MARK.  NOTE-- STAMPED BY THIS PARTY.
 LW0980
 LW0980                          STATION RECOVERY (1984)
 LW0980
 LW0980'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0980'RECOVERED IN GOOD CONDITION.
 LW0980
 LW0980                          STATION RECOVERY (1986)
 LW0980
 LW0980'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW0980'RECOVERED AS DESCRIBED.
 LW0980
 LW0980                          STATION RECOVERY (1989)
 LW0980
 LW0980'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0980'RECOVERED IN GOOD CONDITION.
 LW0980
 LW0980                          STATION RECOVERY (1990)
 LW0980
 LW0980'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0980'RECOVERED IN GOOD CONDITION.
 LW0980
 LW0980                          STATION RECOVERY (1990)
 LW0980
 LW0980'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0980'ABOUT 2.35 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0980'STATE HIGHWAY 2 AND 112 AT CHARLESTOWN, AT THE EXIT OF STATE HIGHWAY
 LW0980'1A LEADING SOUTHWEST AND WEST TO GREEN HILL ROAD AND CHARLESTOWN, SET
 LW0980'ON THE TOP OF THE EAST END OF A CONCRETE BASE SUPPORTING A SIGN POST
 LW0980'1 A SOUTH GREEN HILL BEACH, 6 FEET SOUTH OF THE SOUTH CURB OF THE
 LW0980'NORTHBOUND LANE OF THE HIGHWAY, 15.5 FEET NORTHEAST OF THE NORTHEAST
 LW0980'CURB OF THE EXIT ROAD, AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0980'NOTE-- MARK MAY BE REACHED BY GOING 2.55 MILES EAST ALONG STATE
 LW0980'HIGHWAY 1 A FROM THE INTERSECTION OF CROSS MILLS ROAD AT CHARLESTOWN
 LW0980'TO THE JUNCTION OF U.S. HIGHWAY 1 AND BENCH MARK.  NOTE-- STAMPED BY
 LW0980'THIS PARTY.  IN 1984 THIS POINT WAS REPORTED BY USPSQD AS BEING IN
 LW0980'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0373 ***********************************************************************
 LW0373  DESIGNATION -  L 23
 LW0373  PID         -  LW0373
 LW0373  STATE/COUNTY-  RI/WASHINGTON
 LW0373  USGS QUAD   -  WICKFORD (1995)
 LW0373
 LW0373                         *CURRENT SURVEY CONTROL
 LW0373  ___________________________________________________________________
 LW0373* NAD 83(1986)-  41 31 48.     (N)    071 27 57.     (W)     SCALED    
 LW0373* NAVD 88     -        14.582  (meters)      47.84   (feet)  ADJUSTED  
 LW0373  ___________________________________________________________________
 LW0373  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LW0373  DYNAMIC HT  -          14.577 (meters)      47.82  (feet)  COMP
 LW0373  MODELED GRAV-     980,286.1   (mgal)                       NAVD 88
 LW0373
 LW0373  VERT ORDER  -  SECOND    CLASS 0
 LW0373
 LW0373.The horizontal coordinates were scaled from a topographic map and have
 LW0373.an estimated accuracy of +/- 6 seconds.
 LW0373
 LW0373.The orthometric height was determined by differential leveling
 LW0373.and adjusted by the National Geodetic Survey in June 1991..
 LW0373
 LW0373.The geoid height was determined by GEOID03.
 LW0373
 LW0373.The dynamic height is computed by dividing the NAVD 88
 LW0373.geopotential number by the normal gravity value computed on the
 LW0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0373.degrees latitude (g = 980.6199 gals.).
 LW0373
 LW0373.The modeled gravity was interpolated from observed gravity values.
 LW0373
 LW0373;                    North         East    Units  Estimated Accuracy
 LW0373;SPC RI       -    49,610.      102,850.      MT  (+/- 180 meters Scaled)
 LW0373
 LW0373                          SUPERSEDED SURVEY CONTROL
 LW0373
 LW0373  NGVD 29 (??/??/92)   14.857  (m)           48.74   (f) ADJ UNCH    2 0
 LW0373
 LW0373.Superseded values are not recommended for survey control.
 LW0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0373.See file dsdata.txt to determine how the superseded data were derived.
 LW0373
 LW0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG942005(NAD 83)
 LW0373_MARKER: DB = BENCH MARK DISK
 LW0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0373_SP_SET: ABUTMENT
 LW0373_STAMPING: L 23 1969
 LW0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0373
 LW0373  HISTORY     - Date     Condition        Report By
 LW0373  HISTORY     - 1969     MONUMENTED       CGS
 LW0373  HISTORY     - 1988     GOOD             USPSQD
 LW0373  HISTORY     - 20011015 GOOD             USPSQD
 LW0373
 LW0373                          STATION DESCRIPTION
 LW0373
 LW0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0373'2.7 MI S FROM WICKFORD.
 LW0373'ABOUT 2.7 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0373'STATE HIGHWAY 102 AT WICKFORD, 0.8 MILE SOUTH OF THE JUNCTION
 LW0373'OF STATE HIGHWAY 4, AT THE U.S. HIGHWAY 1 OVERPASS OVER THE STATE
 LW0373'HIGHWAY 138, SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 LW0373'ABUTMENT OF THE OVERPASS FOR THE NORTHBOUND LANE OF U.S. HIGHWAY
 LW0373'1, 29 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE AND
 LW0373'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE
 LW0373'REACHED BY GOING 1.9 MILES WEST ALONG STATE HIGHWAY 138 FROM THE
 LW0373'WEST END OF THE LARGE JAMESTOWN BRIDGE OVER NARAGANSETT BAY.
 LW0373
 LW0373                          STATION RECOVERY (1988)
 LW0373
 LW0373'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0373'RECOVERED IN GOOD CONDITION.
 LW0373
 LW0373                          STATION RECOVERY (2001)
 LW0373
 LW0373'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0460 ***********************************************************************
 LW0460  DESIGNATION -  L 24
 LW0460  PID         -  LW0460
 LW0460  STATE/COUNTY-  RI/KENT
 LW0460  USGS QUAD   -  EAST GREENWICH (1975)
 LW0460
 LW0460                         *CURRENT SURVEY CONTROL
 LW0460  ___________________________________________________________________
 LW0460* NAD 83(1986)-  41 42 49.     (N)    071 22 45.     (W)     SCALED    
 LW0460* NAVD 88     -         1.845  (meters)       6.05   (feet)  ADJUSTED  
 LW0460  ___________________________________________________________________
 LW0460  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW0460  DYNAMIC HT  -           1.845 (meters)       6.05  (feet)  COMP
 LW0460  MODELED GRAV-     980,302.6   (mgal)                       NAVD 88
 LW0460
 LW0460  VERT ORDER  -  SECOND    CLASS 0
 LW0460
 LW0460.The horizontal coordinates were scaled from a topographic map and have
 LW0460.an estimated accuracy of +/- 6 seconds.
 LW0460
 LW0460.The orthometric height was determined by differential leveling
 LW0460.and adjusted by the National Geodetic Survey in June 1991..
 LW0460
 LW0460.The geoid height was determined by GEOID03.
 LW0460
 LW0460.The dynamic height is computed by dividing the NAVD 88
 LW0460.geopotential number by the normal gravity value computed on the
 LW0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0460.degrees latitude (g = 980.6199 gals.).
 LW0460
 LW0460.The modeled gravity was interpolated from observed gravity values.
 LW0460
 LW0460;                    North         East    Units  Estimated Accuracy
 LW0460;SPC RI       -    70,010.      110,060.      MT  (+/- 180 meters Scaled)
 LW0460
 LW0460                          SUPERSEDED SURVEY CONTROL
 LW0460
 LW0460  NGVD 29 (??/??/92)    2.102  (m)            6.90   (f) ADJ UNCH    2 0
 LW0460
 LW0460.Superseded values are not recommended for survey control.
 LW0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0460.See file dsdata.txt to determine how the superseded data were derived.
 LW0460
 LW0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG020207(NAD 83)
 LW0460_MARKER: DB = BENCH MARK DISK
 LW0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0460_SP_SET: CULVERT
 LW0460_STAMPING: L 24 1969
 LW0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0460
 LW0460  HISTORY     - Date     Condition        Report By
 LW0460  HISTORY     - 1969     MONUMENTED       CGS
 LW0460
 LW0460                          STATION DESCRIPTION
 LW0460
 LW0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0460'3 MI NE FROM WARWICK.
 LW0460'ABOUT 3.05 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 7 FROM
 LW0460'THE JUNCTION OF STATE HIGHWAY 113 AT WARWICK, 0.1 MILE NORTHEAST
 LW0460'OF THE JUNCTION OF CHURCH AVENUE LEADING NORTHWEST, SET ON THE
 LW0460'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF
 LW0460'AN 8-FOOT CONCRETE CULVERT WITH WING WALLS OVER LOCKWOOD BROOK,
 LW0460'ON THE OUTSIDE OF A CURVE, 32 FEET NORTHWEST OF THE CENTER LINE
 LW0460'OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1210 ***********************************************************************
 LW1210  DESIGNATION -  L 25
 LW1210  PID         -  LW1210
 LW1210  STATE/COUNTY-  RI/PROVIDENCE
 LW1210  USGS QUAD   -  CHEPACHET (1975)
 LW1210
 LW1210                         *CURRENT SURVEY CONTROL
 LW1210  ___________________________________________________________________
 LW1210* NAD 83(1986)-  41 58 28.     (N)    071 37 54.     (W)     SCALED    
 LW1210* NAVD 88     -        95.928  (meters)     314.72   (feet)  ADJUSTED  
 LW1210  ___________________________________________________________________
 LW1210  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LW1210  DYNAMIC HT  -          95.896 (meters)     314.62  (feet)  COMP
 LW1210  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LW1210
 LW1210  VERT ORDER  -  SECOND    CLASS 0
 LW1210
 LW1210.The horizontal coordinates were scaled from a topographic map and have
 LW1210.an estimated accuracy of +/- 6 seconds.
 LW1210
 LW1210.The orthometric height was determined by differential leveling
 LW1210.and adjusted by the National Geodetic Survey in June 1991..
 LW1210
 LW1210.The geoid height was determined by GEOID03.
 LW1210
 LW1210.The dynamic height is computed by dividing the NAVD 88
 LW1210.geopotential number by the normal gravity value computed on the
 LW1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1210.degrees latitude (g = 980.6199 gals.).
 LW1210
 LW1210.The modeled gravity was interpolated from observed gravity values.
 LW1210
 LW1210;                    North         East    Units  Estimated Accuracy
 LW1210;SPC RI       -    98,980.       89,090.      MT  (+/- 180 meters Scaled)
 LW1210
 LW1210                          SUPERSEDED SURVEY CONTROL
 LW1210
 LW1210  NGVD 29 (??/??/92)   96.174  (m)          315.53   (f) ADJ UNCH    2 0
 LW1210
 LW1210.Superseded values are not recommended for survey control.
 LW1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1210.See file dsdata.txt to determine how the superseded data were derived.
 LW1210
 LW1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG819502(NAD 83)
 LW1210_MARKER: DB = BENCH MARK DISK
 LW1210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1210_SP_SET: ABUTMENT
 LW1210_STAMPING: L 25 1969
 LW1210_MARK LOGO: CGS   
 LW1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1210
 LW1210  HISTORY     - Date     Condition        Report By
 LW1210  HISTORY     - 1969     MONUMENTED       CGS
 LW1210  HISTORY     - 1986     GOOD             RIGS
 LW1210  HISTORY     - 1987     GOOD             USPSQD
 LW1210  HISTORY     - 1988     GOOD             USPSQD
 LW1210  HISTORY     - 19900524 GOOD             USPSQD
 LW1210
 LW1210                          STATION DESCRIPTION
 LW1210
 LW1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1210'4.2 MI N FROM CHEPACHET.
 LW1210'ABOUT 4.2 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1210'JUNCTION OF STATE HIGHWAY 44 AT CHEPACHET, AT GLENDALE, ABOUT
 LW1210'3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 102 FROM THE JUNCTION
 LW1210'OF STATE HIGHWAY 5 AT SLATERSVILLE, SET ON THE TOP OF THE SOUTH
 LW1210'END OF THE EAST ABUTMENT TO THE BURRILLVILLE FIREMENS MEMORIAL
 LW1210'BRIDGE OVER THE BRANCH RIVER, 26 FEET SOUTH OF THE CENTER LINE
 LW1210'OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 LW1210
 LW1210                          STATION RECOVERY (1986)
 LW1210
 LW1210'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1210'RECOVERED IN GOOD CONDITION.
 LW1210
 LW1210                          STATION RECOVERY (1987)
 LW1210
 LW1210'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1210'RECOVERED IN GOOD CONDITION.
 LW1210
 LW1210                          STATION RECOVERY (1988)
 LW1210
 LW1210'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1210'RECOVERED IN GOOD CONDITION.
 LW1210
 LW1210                          STATION RECOVERY (1990)
 LW1210
 LW1210'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1325 ***********************************************************************
 LW1325  DESIGNATION -  L 26
 LW1325  PID         -  LW1325
 LW1325  STATE/COUNTY-  RI/PROVIDENCE
 LW1325  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1325
 LW1325                         *CURRENT SURVEY CONTROL
 LW1325  ___________________________________________________________________
 LW1325* NAD 83(1986)-  41 51 48.     (N)    071 34 33.     (W)     SCALED    
 LW1325* NAVD 88     -       117.081  (meters)     384.12   (feet)  ADJUSTED  
 LW1325  ___________________________________________________________________
 LW1325  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW1325  DYNAMIC HT  -         117.041 (meters)     383.99  (feet)  COMP
 LW1325  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 LW1325
 LW1325  VERT ORDER  -  SECOND    CLASS 0
 LW1325
 LW1325.The horizontal coordinates were scaled from a topographic map and have
 LW1325.an estimated accuracy of +/- 6 seconds.
 LW1325
 LW1325.The orthometric height was determined by differential leveling
 LW1325.and adjusted by the National Geodetic Survey in June 1991..
 LW1325
 LW1325.The geoid height was determined by GEOID03.
 LW1325
 LW1325.The dynamic height is computed by dividing the NAVD 88
 LW1325.geopotential number by the normal gravity value computed on the
 LW1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1325.degrees latitude (g = 980.6199 gals.).
 LW1325
 LW1325.The modeled gravity was interpolated from observed gravity values.
 LW1325
 LW1325;                    North         East    Units  Estimated Accuracy
 LW1325;SPC RI       -    86,630.       93,700.      MT  (+/- 180 meters Scaled)
 LW1325
 LW1325                          SUPERSEDED SURVEY CONTROL
 LW1325
 LW1325  NGVD 29 (??/??/92)  117.327  (m)          384.93   (f) ADJ UNCH    2 0
 LW1325
 LW1325.Superseded values are not recommended for survey control.
 LW1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1325.See file dsdata.txt to determine how the superseded data were derived.
 LW1325
 LW1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG862378(NAD 83)
 LW1325_MARKER: DB = BENCH MARK DISK
 LW1325_SETTING: 80 = SET IN A BOULDER
 LW1325_SP_SET: BOULDER
 LW1325_STAMPING: L 26 1969
 LW1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1325+STABILITY: SURFACE MOTION
 LW1325
 LW1325  HISTORY     - Date     Condition        Report By
 LW1325  HISTORY     - 1969     MONUMENTED       CGS
 LW1325  HISTORY     - 1985     GOOD             LOCSUR
 LW1325
 LW1325                          STATION DESCRIPTION
 LW1325
 LW1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1325'2.3 MI N FROM NORTH SCITUATE.
 LW1325'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE
 LW1325'INTERSECTION OF DANNIELSON PIKE AT NORTH SCITUATE, AT A BLACK
 LW1325'TOPPED ROAD INTERSECTION, SET IN THE TOP OF AN IMBEDDED BOULDER
 LW1325'WHICH IS 3 FEET LONG AND 2 FEET WIDE, 59 FEET SOUTH OF THE
 LW1325'CENTER LINE OF THE BLACK TOPPED ROAD LEADING WEST, 39 1/2 FEET
 LW1325'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 2 FEET ABOVE THE
 LW1325'LEVEL OF THE HIGHWAY.
 LW1325
 LW1325                          STATION RECOVERY (1985)
 LW1325
 LW1325'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0501 ***********************************************************************
 LW0501  DESIGNATION -  L 27
 LW0501  PID         -  LW0501
 LW0501  STATE/COUNTY-  RI/NEWPORT
 LW0501  USGS QUAD   -  TIVERTON (1975)
 LW0501
 LW0501                         *CURRENT SURVEY CONTROL
 LW0501  ___________________________________________________________________
 LW0501* NAD 83(1986)-  41 35 52.     (N)    071 11 20.     (W)     SCALED    
 LW0501* NAVD 88     -        18.744  (meters)      61.50   (feet)  ADJUSTED  
 LW0501  ___________________________________________________________________
 LW0501  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW0501  DYNAMIC HT  -          18.738 (meters)      61.48  (feet)  COMP
 LW0501  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 LW0501
 LW0501  VERT ORDER  -  SECOND    CLASS 0
 LW0501
 LW0501.The horizontal coordinates were scaled from a topographic map and have
 LW0501.an estimated accuracy of +/- 6 seconds.
 LW0501
 LW0501.The orthometric height was determined by differential leveling
 LW0501.and adjusted by the National Geodetic Survey in June 1991..
 LW0501
 LW0501.The geoid height was determined by GEOID03.
 LW0501
 LW0501.The dynamic height is computed by dividing the NAVD 88
 LW0501.geopotential number by the normal gravity value computed on the
 LW0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0501.degrees latitude (g = 980.6199 gals.).
 LW0501
 LW0501.The modeled gravity was interpolated from observed gravity values.
 LW0501
 LW0501;                    North         East    Units  Estimated Accuracy
 LW0501;SPC RI       -    57,180.      125,940.      MT  (+/- 180 meters Scaled)
 LW0501
 LW0501                          SUPERSEDED SURVEY CONTROL
 LW0501
 LW0501  NGVD 29 (??/??/92)   18.990  (m)           62.30   (f) ADJ UNCH    2 0
 LW0501
 LW0501.Superseded values are not recommended for survey control.
 LW0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0501.See file dsdata.txt to determine how the superseded data were derived.
 LW0501
 LW0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG175074(NAD 83)
 LW0501_MARKER: DB = BENCH MARK DISK
 LW0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0501_SP_SET: CONCRETE BASE
 LW0501_STAMPING: L 27 1969
 LW0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0501+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 LW0501
 LW0501  HISTORY     - Date     Condition        Report By
 LW0501  HISTORY     - 1969     MONUMENTED       CGS
 LW0501  HISTORY     - 1989     GOOD             USPSQD
 LW0501  HISTORY     - 20051019 GOOD             USPSQD
 LW0501
 LW0501                          STATION DESCRIPTION
 LW0501
 LW0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0501'3.4 MI S FROM TIVERTON.
 LW0501'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE POST OFFICE
 LW0501'AT TIVERTON, THENCE 0.35 MILE EAST ALONG LAFAYETTE ROAD, THENCE
 LW0501'0.1 MILE NORTH ALONG A BLACK TOPPED ROAD, AT WTEV TV TRANSMITTER
 LW0501'TOWER WHICH IS 1100 FEET IN HEIGHT, SET IN THE TOP OF THE
 LW0501'NORTHWEST CORNER OF THE 5 1/2 - BY- 5 1/2 FEET CONCRETE BASE
 LW0501'SUPPORTING THE HIGH TOWER FOR CHANNEL 6 TV AND 1.3 FEET ABOVE
 LW0501'THE LEVEL OF THE GROUND.
 LW0501
 LW0501                          STATION RECOVERY (1989)
 LW0501
 LW0501'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0501'RECOVERED IN GOOD CONDITION.
 LW0501
 LW0501                          STATION RECOVERY (2005)
 LW0501
 LW0501'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHD)
 LW0501'COORDINATES BY GPS ARE 41 35 49.0 N  071 11 21.0 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0269 ***********************************************************************
 LW0269  DESIGNATION -  L 28
 LW0269  PID         -  LW0269
 LW0269  STATE/COUNTY-  RI/NEWPORT
 LW0269  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0269
 LW0269                         *CURRENT SURVEY CONTROL
 LW0269  ___________________________________________________________________
 LW0269* NAD 83(1986)-  41 31 08.     (N)    071 18 02.     (W)     SCALED    
 LW0269* NAVD 88     -        22.732  (meters)      74.58   (feet)  ADJUSTED  
 LW0269  ___________________________________________________________________
 LW0269  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW0269  DYNAMIC HT  -          22.725 (meters)      74.56  (feet)  COMP
 LW0269  MODELED GRAV-     980,295.4   (mgal)                       NAVD 88
 LW0269
 LW0269  VERT ORDER  -  SECOND    CLASS 0
 LW0269
 LW0269.The horizontal coordinates were scaled from a topographic map and have
 LW0269.an estimated accuracy of +/- 6 seconds.
 LW0269
 LW0269.The orthometric height was determined by differential leveling
 LW0269.and adjusted by the National Geodetic Survey in June 1991..
 LW0269
 LW0269.The geoid height was determined by GEOID03.
 LW0269
 LW0269.The dynamic height is computed by dividing the NAVD 88
 LW0269.geopotential number by the normal gravity value computed on the
 LW0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0269.degrees latitude (g = 980.6199 gals.).
 LW0269
 LW0269.The modeled gravity was interpolated from observed gravity values.
 LW0269
 LW0269;                    North         East    Units  Estimated Accuracy
 LW0269;SPC RI       -    48,390.      116,650.      MT  (+/- 180 meters Scaled)
 LW0269
 LW0269                          SUPERSEDED SURVEY CONTROL
 LW0269
 LW0269  NGVD 29 (??/??/92)   22.996  (m)           75.45   (f) ADJ UNCH    2 0
 LW0269
 LW0269.Superseded values are not recommended for survey control.
 LW0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0269.See file dsdata.txt to determine how the superseded data were derived.
 LW0269
 LW0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF080989(NAD 83)
 LW0269_MARKER: DB = BENCH MARK DISK
 LW0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0269_SP_SET: CONCRETE TOP FOR MANHOLE
 LW0269_STAMPING: L 28 1969
 LW0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0269+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 LW0269
 LW0269  HISTORY     - Date     Condition        Report By
 LW0269  HISTORY     - 1969     MONUMENTED       CGS
 LW0269  HISTORY     - 1989     GOOD             USPSQD
 LW0269  HISTORY     - 20060106 GOOD             USPSQD
 LW0269
 LW0269                          STATION DESCRIPTION
 LW0269
 LW0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0269'1.7 MI N FROM NEWPORT.
 LW0269'ABOUT 1.7 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0269'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, AT THE JUNCTION OF
 LW0269'CODDINGTON HIGHWAY LEADING WEST TO GATE NO. 10, ON U.S. NAVY
 LW0269'PROPERTY, SET ON THE TOP OF THE SOUTH CORNER OF CONCRETE TOP FOR
 LW0269'A 16-BY-9-FOOT AND 8 FEET DEEP MANHOLE FOR A WATER LINE, 147.8
 LW0269'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 114, 23 FEET
 LW0269'NORTHEAST OF THE NORTHEAST CURB OF CODDINGTON HIGHWAY AND ABOUT
 LW0269'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0269
 LW0269                          STATION RECOVERY (1989)
 LW0269
 LW0269'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0269'RECOVERED IN GOOD CONDITION.
 LW0269
 LW0269                          STATION RECOVERY (2006)
 LW0269
 LW0269'RECOVERY NOTE BY US POWER SQUADRON 2006 (TLG)
 LW0269'COORDINATES BY GPS ARE 41 31 06.4 N  071 18 02.3 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0694 ***********************************************************************
 MY0694  DESIGNATION -  L 29
 MY0694  PID         -  MY0694
 MY0694  STATE/COUNTY-  RI/PROVIDENCE
 MY0694  USGS QUAD   -  FRANKLIN (1979)
 MY0694
 MY0694                         *CURRENT SURVEY CONTROL
 MY0694  ___________________________________________________________________
 MY0694* NAD 83(1986)-  42 00 57.     (N)    071 28 55.     (W)     SCALED    
 MY0694* NAVD 88     -        91.307  (meters)     299.56   (feet)  ADJUSTED  
 MY0694  ___________________________________________________________________
 MY0694  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 MY0694  DYNAMIC HT  -          91.279 (meters)     299.47  (feet)  COMP
 MY0694  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 MY0694
 MY0694  VERT ORDER  -  SECOND    CLASS 0
 MY0694
 MY0694.The horizontal coordinates were scaled from a topographic map and have
 MY0694.an estimated accuracy of +/- 6 seconds.
 MY0694
 MY0694.The orthometric height was determined by differential leveling
 MY0694.and adjusted by the National Geodetic Survey in June 1991..
 MY0694
 MY0694.The geoid height was determined by GEOID03.
 MY0694
 MY0694.The dynamic height is computed by dividing the NAVD 88
 MY0694.geopotential number by the normal gravity value computed on the
 MY0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0694.degrees latitude (g = 980.6199 gals.).
 MY0694
 MY0694.The modeled gravity was interpolated from observed gravity values.
 MY0694
 MY0694;                    North         East    Units  Estimated Accuracy
 MY0694;SPC RI       -   103,570.      101,500.      MT  (+/- 180 meters Scaled)
 MY0694
 MY0694                          SUPERSEDED SURVEY CONTROL
 MY0694
 MY0694  NGVD 29 (??/??/92)   91.543  (m)          300.34   (f) ADJ UNCH    2 0
 MY0694
 MY0694.Superseded values are not recommended for survey control.
 MY0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0694.See file dsdata.txt to determine how the superseded data were derived.
 MY0694
 MY0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG944545(NAD 83)
 MY0694_MARKER: DB = BENCH MARK DISK
 MY0694_SETTING: 66 = SET IN ROCK OUTCROP
 MY0694_SP_SET: ROCK CUT
 MY0694_STAMPING: L 29 1969
 MY0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY0694+STABILITY: POSITION/ELEVATION WELL
 MY0694
 MY0694  HISTORY     - Date     Condition        Report By
 MY0694  HISTORY     - 1969     MONUMENTED       CGS
 MY0694
 MY0694                          STATION DESCRIPTION
 MY0694
 MY0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MY0694'AT WOONSOCKET.
 MY0694'AT WOONSOCKET, ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 114 FROM
 MY0694'THE JUNCTION OF STATE HIGHWAY 126, 44 1/2 FEET NORTHEAST OF THE
 MY0694'CENTER OF THE INTERSECTION OF THE HIGHWAY AND MENDON STREET, SET
 MY0694'IN THE TOP OF A ROCK WHICH PROJECTS OUT FROM UNDER A STONE FENCE
 MY0694'AND IS 4 FEET WIDE AND 1 FOOT HIGH, 29 FEET NORTH OF THE CENTER
 MY0694'LINE OF THE HIGHWAY, 2.4 FEET SOUTH OF THE SOUTH FACE OF THE STONE
 MY0694'FENCE, 3.4 FEET NORTHEAST OF A STEEL POST SUPPORTING SIGNS, 0.8
 MY0694'FOOT BELOW THE HIGHEST POINT OF THE ROCK AND 1 1/2 FEET ABOVE THE
 MY0694'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0597 ***********************************************************************
 LW0597  DESIGNATION -  L 3
 LW0597  PID         -  LW0597
 LW0597  STATE/COUNTY-  RI/NEWPORT
 LW0597  USGS QUAD   -  SAKONNET POINT (1970)
 LW0597
 LW0597                         *CURRENT SURVEY CONTROL
 LW0597  ___________________________________________________________________
 LW0597* NAD 83(1986)-  41 28 50.     (N)    071 10 43.     (W)     SCALED    
 LW0597* NAVD 88     -         8.645  (meters)      28.36   (feet)  ADJUSTED  
 LW0597  ___________________________________________________________________
 LW0597  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW0597  DYNAMIC HT  -           8.642 (meters)      28.35  (feet)  COMP
 LW0597  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LW0597
 LW0597  VERT ORDER  -  SECOND    CLASS 0
 LW0597
 LW0597.The horizontal coordinates were scaled from a topographic map and have
 LW0597.an estimated accuracy of +/- 6 seconds.
 LW0597
 LW0597.The orthometric height was determined by differential leveling
 LW0597.and adjusted by the National Geodetic Survey in June 1991..
 LW0597
 LW0597.The geoid height was determined by GEOID03.
 LW0597
 LW0597.The dynamic height is computed by dividing the NAVD 88
 LW0597.geopotential number by the normal gravity value computed on the
 LW0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0597.degrees latitude (g = 980.6199 gals.).
 LW0597
 LW0597.The modeled gravity was interpolated from observed gravity values.
 LW0597
 LW0597;                    North         East    Units  Estimated Accuracy
 LW0597;SPC RI       -    44,170.      126,840.      MT  (+/- 180 meters Scaled)
 LW0597
 LW0597                          SUPERSEDED SURVEY CONTROL
 LW0597
 LW0597  NGVD 29 (??/??/92)    8.868  (m)           29.09   (f) ADJ UNCH    2 0
 LW0597
 LW0597.Superseded values are not recommended for survey control.
 LW0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0597.See file dsdata.txt to determine how the superseded data were derived.
 LW0597
 LW0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF181943(NAD 83)
 LW0597_MARKER: DD = SURVEY DISK
 LW0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0597_SP_SET: CULVERT
 LW0597_STAMPING: RI L 3 1943 RI 1934
 LW0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0597
 LW0597  HISTORY     - Date     Condition        Report By
 LW0597  HISTORY     - 1934     MONUMENTED       RIGS
 LW0597  HISTORY     - 1969     GOOD             NGS
 LW0597  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0597
 LW0597                          STATION DESCRIPTION
 LW0597
 LW0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0597'2 MI S FROM LITTLE COMPTON.
 LW0597'1.95 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 LW0597'MEETINGHOUSE LANE AT LITTLE COMPTON, 45 FEET NORTHEAST OF THE
 LW0597'CENTER OF THE JUNCTION OF THE HIGHWAY AND A DRIVEWAY LEADING
 LW0597'WEST TO A LARGE BARN, 21 FEET SOUTHEAST OF THE JUNCTION OF A DRIVE
 LW0597'LEADING EAST TO A LARGE WHITE HOUSE, SET ON THE TOP OF THE CENTER
 LW0597'OF THE SOUTH CONCRETE HEAD WALL FOR A 10-INCH PIPE CULVERT UNDER
 LW0597'THE DRIVEWAY LEADING EAST, 19 FEET EAST OF THE CENTER LINE OF
 LW0597'THE HIGHWAY, 12 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY
 LW0597'EAST AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THIS
 LW0597'MARK IS ABOUT 0.35 MILE NORTH OF THE JUNCTION OF THE HIGHWAY
 LW0597'AND WARREN POINT ROAD LEADING SOUTH.
 LW0597
 LW0597                          STATION RECOVERY (1989)
 LW0597
 LW0597'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0398 ***********************************************************************
 LW0398  DESIGNATION -  L 30
 LW0398  PID         -  LW0398
 LW0398  STATE/COUNTY-  RI/PROVIDENCE
 LW0398  USGS QUAD   -  EAST GREENWICH (1975)
 LW0398
 LW0398                         *CURRENT SURVEY CONTROL
 LW0398  ___________________________________________________________________
 LW0398* NAD 83(1986)-  41 44 54.     (N)    071 29 01.     (W)     SCALED    
 LW0398* NAVD 88     -        20.517  (meters)      67.31   (feet)  ADJUSTED  
 LW0398  ___________________________________________________________________
 LW0398  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW0398  DYNAMIC HT  -          20.510 (meters)      67.29  (feet)  COMP
 LW0398  MODELED GRAV-     980,292.1   (mgal)                       NAVD 88
 LW0398
 LW0398  VERT ORDER  -  SECOND    CLASS 0
 LW0398
 LW0398.The horizontal coordinates were scaled from a topographic map and have
 LW0398.an estimated accuracy of +/- 6 seconds.
 LW0398
 LW0398.The orthometric height was determined by differential leveling
 LW0398.and adjusted by the National Geodetic Survey in June 1991..
 LW0398
 LW0398.The geoid height was determined by GEOID03.
 LW0398
 LW0398.The dynamic height is computed by dividing the NAVD 88
 LW0398.geopotential number by the normal gravity value computed on the
 LW0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0398.degrees latitude (g = 980.6199 gals.).
 LW0398
 LW0398.The modeled gravity was interpolated from observed gravity values.
 LW0398
 LW0398;                    North         East    Units  Estimated Accuracy
 LW0398;SPC RI       -    73,860.      101,360.      MT  (+/- 180 meters Scaled)
 LW0398
 LW0398                          SUPERSEDED SURVEY CONTROL
 LW0398
 LW0398  NGVD 29 (??/??/92)   20.771  (m)           68.15   (f) ADJ UNCH    2 0
 LW0398
 LW0398.Superseded values are not recommended for survey control.
 LW0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0398.See file dsdata.txt to determine how the superseded data were derived.
 LW0398
 LW0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG934248(NAD 83)
 LW0398_MARKER: DB = BENCH MARK DISK
 LW0398_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LW0398_SP_SET: WINGWALL
 LW0398_STAMPING: L 30 1969
 LW0398_MARK LOGO: CGS   
 LW0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0398+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 LW0398
 LW0398  HISTORY     - Date     Condition        Report By
 LW0398  HISTORY     - 1969     MONUMENTED       CGS
 LW0398  HISTORY     - 1986     GOOD             RIGS
 LW0398  HISTORY     - 20050319 GOOD             USPSQD
 LW0398
 LW0398                          STATION DESCRIPTION
 LW0398
 LW0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0398'1.3 MI S FROM CRANSTON.
 LW0398'ABOUT 1.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 295 FROM THE
 LW0398'PHENIX AVENUE (STATE HIGHWAY 51) OVERPASS OVER THE HIGHWAY,
 LW0398'ABOUT 0.55 MILE SOUTH OF THE STATE HIGHWAY 37 OVERPASS OVER
 LW0398'THE INTERSTATE HIGHWAY, SET IN THE TOP OF THE WING WALL AT THE
 LW0398'SOUTH CORNER OF THE NORTHBOUND LANE OF THE OVERPASS OVER
 LW0398'WILBER AVENUE, 25 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LW0398'NORTHBOUND LANE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 LW0398
 LW0398                          STATION RECOVERY (1986)
 LW0398
 LW0398'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0398'RECOVERED IN GOOD CONDITION.
 LW0398
 LW0398                          STATION RECOVERY (2005)
 LW0398
 LW0398'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0324 ***********************************************************************
 LW0324  DESIGNATION -  L 31
 LW0324  PID         -  LW0324
 LW0324  STATE/COUNTY-  RI/PROVIDENCE
 LW0324  USGS QUAD   -  PAWTUCKET (1975)
 LW0324
 LW0324                         *CURRENT SURVEY CONTROL
 LW0324  ___________________________________________________________________
 LW0324* NAD 83(1986)-  41 52 33.     (N)    071 22 47.     (W)     SCALED    
 LW0324* NAVD 88     -        23.428  (meters)      76.86   (feet)  ADJUSTED  
 LW0324  ___________________________________________________________________
 LW0324  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LW0324  DYNAMIC HT  -          23.421 (meters)      76.84  (feet)  COMP
 LW0324  MODELED GRAV-     980,327.4   (mgal)                       NAVD 88
 LW0324
 LW0324  VERT ORDER  -  SECOND    CLASS 0
 LW0324
 LW0324.The horizontal coordinates were scaled from a topographic map and have
 LW0324.an estimated accuracy of +/- 6 seconds.
 LW0324
 LW0324.The orthometric height was determined by differential leveling
 LW0324.and adjusted by the National Geodetic Survey in June 1991..
 LW0324
 LW0324.The geoid height was determined by GEOID03.
 LW0324
 LW0324.The dynamic height is computed by dividing the NAVD 88
 LW0324.geopotential number by the normal gravity value computed on the
 LW0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0324.degrees latitude (g = 980.6199 gals.).
 LW0324
 LW0324.The modeled gravity was interpolated from observed gravity values.
 LW0324
 LW0324;                    North         East    Units  Estimated Accuracy
 LW0324;SPC RI       -    88,020.      109,980.      MT  (+/- 180 meters Scaled)
 LW0324
 LW0324                          SUPERSEDED SURVEY CONTROL
 LW0324
 LW0324  NGVD 29 (??/??/92)   23.672  (m)           77.66   (f) ADJ UNCH    2 0
 LW0324
 LW0324.Superseded values are not recommended for survey control.
 LW0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0324.See file dsdata.txt to determine how the superseded data were derived.
 LW0324
 LW0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG025387(NAD 83)
 LW0324_MARKER: DB = BENCH MARK DISK
 LW0324_SETTING: 66 = SET IN ROCK OUTCROP
 LW0324_SP_SET: ROCK LEDGE
 LW0324_STAMPING: L 31 1969
 LW0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0324+STABILITY: POSITION/ELEVATION WELL
 LW0324
 LW0324  HISTORY     - Date     Condition        Report By
 LW0324  HISTORY     - 1969     MONUMENTED       CGS
 LW0324
 LW0324                          STATION DESCRIPTION
 LW0324
 LW0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0324'AT PAWTUCKET.
 LW0324'AT PAWTUCKET, 0.2 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 95 FROM
 LW0324'THE EXCHANGE STREET OVERPASS OVER THE HIGHWAY, 156 FEET SOUTH
 LW0324'OF THE SOUTH END OF THE EAST ABUTMENT FOR THE WILCOTT STREET
 LW0324'OVERPASS OVER I-95, SET IN THE TOP OF A ROCK LEDGE WHICH IS
 LW0324'ABOUT 15 FEET LONG AND 3 FEET HIGH AT THE SOUTH END, 25 FEET
 LW0324'EAST OF THE EAST CURB LINE OF THE NORTHBOUND LANE OF THE HIGHWAY,
 LW0324'20.6 FEET EAST OF METAL LIGHT POLE NO. N 120, 6.3 FEET NORTH OF
 LW0324'THE NORTHWEST CORNER OF THE HIGHEST PART OF THE LEDGE, 0.9 FOOT
 LW0324'EAST OF THE WEST EDGE OF THE LEDGE AND 10 FEET ABOVE THE LEVEL
 LW0324'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1318 ***********************************************************************
 LW1318  DESIGNATION -  L 33
 LW1318  PID         -  LW1318
 LW1318  STATE/COUNTY-  RI/PROVIDENCE
 LW1318  USGS QUAD   -  CHEPACHET (1975)
 LW1318
 LW1318                         *CURRENT SURVEY CONTROL
 LW1318  ___________________________________________________________________
 LW1318* NAD 83(1986)-  41 54 17.     (N)    071 38 17.     (W)     SCALED    
 LW1318* NAVD 88     -       150.069  (meters)     492.35   (feet)  ADJUSTED  
 LW1318  ___________________________________________________________________
 LW1318  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1318  DYNAMIC HT  -         150.018 (meters)     492.18  (feet)  COMP
 LW1318  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 LW1318
 LW1318  VERT ORDER  -  SECOND    CLASS 0
 LW1318
 LW1318.The horizontal coordinates were scaled from a topographic map and have
 LW1318.an estimated accuracy of +/- 6 seconds.
 LW1318
 LW1318.The orthometric height was determined by differential leveling
 LW1318.and adjusted by the National Geodetic Survey in June 1991..
 LW1318
 LW1318.The geoid height was determined by GEOID03.
 LW1318
 LW1318.The dynamic height is computed by dividing the NAVD 88
 LW1318.geopotential number by the normal gravity value computed on the
 LW1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1318.degrees latitude (g = 980.6199 gals.).
 LW1318
 LW1318.The modeled gravity was interpolated from observed gravity values.
 LW1318
 LW1318;                    North         East    Units  Estimated Accuracy
 LW1318;SPC RI       -    91,240.       88,550.      MT  (+/- 180 meters Scaled)
 LW1318
 LW1318                          SUPERSEDED SURVEY CONTROL
 LW1318
 LW1318  NGVD 29 (??/??/92)  150.313  (m)          493.15   (f) ADJ UNCH    2 0
 LW1318
 LW1318.Superseded values are not recommended for survey control.
 LW1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1318.See file dsdata.txt to determine how the superseded data were derived.
 LW1318
 LW1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG811425(NAD 83)
 LW1318_MARKER: DB = BENCH MARK DISK
 LW1318_SETTING: 66 = SET IN ROCK OUTCROP
 LW1318_SP_SET: BEDROCK
 LW1318_STAMPING: L 33 1969
 LW1318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1318+STABILITY: POSITION/ELEVATION WELL
 LW1318
 LW1318  HISTORY     - Date     Condition        Report By
 LW1318  HISTORY     - 1969     MONUMENTED       CGS
 LW1318  HISTORY     - 1987     GOOD             USPSQD
 LW1318  HISTORY     - 1988     GOOD             USPSQD
 LW1318
 LW1318                          STATION DESCRIPTION
 LW1318
 LW1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1318'1.6 MI E FROM CHEPACHET.
 LW1318'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE SOUTH
 LW1318'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, ON THE PROPERTY OF
 LW1318'THE WHITE ROCK MOTEL, ABOUT 75 YARDS SOUTHEAST OF THE SOUTHEAST
 LW1318'CORNER OF THE MOTELS OFFICE, SET ON THE TOP AND NEAR THE EAST END
 LW1318'OF A LARGE MASS OF EXPOSED BEDROCK WHICH COVERS MOST OF THE
 LW1318'AREA, 183 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 LW1318'SOUTHEAST OF THE SOUTHEAST END OF A LOW CONCRETE WALL AROUND A
 LW1318'SMALL POND AND ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1318
 LW1318                          STATION RECOVERY (1987)
 LW1318
 LW1318'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1318'RECOVERED IN GOOD CONDITION.
 LW1318
 LW1318                          STATION RECOVERY (1988)
 LW1318
 LW1318'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1097 ***********************************************************************
 LW1097  DESIGNATION -  L 9
 LW1097  PID         -  LW1097
 LW1097  STATE/COUNTY-  RI/PROVIDENCE
 LW1097  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1097
 LW1097                         *CURRENT SURVEY CONTROL
 LW1097  ___________________________________________________________________
 LW1097* NAD 83(1986)-  41 44 34.     (N)    071 42 16.     (W)     SCALED    
 LW1097* NAVD 88     -       196.862  (meters)     645.87   (feet)  ADJUSTED  
 LW1097  ___________________________________________________________________
 LW1097  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW1097  DYNAMIC HT  -         196.793 (meters)     645.64  (feet)  COMP
 LW1097  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 LW1097
 LW1097  VERT ORDER  -  SECOND    CLASS 0
 LW1097
 LW1097.The horizontal coordinates were scaled from a topographic map and have
 LW1097.an estimated accuracy of +/- 6 seconds.
 LW1097
 LW1097.The orthometric height was determined by differential leveling
 LW1097.and adjusted by the National Geodetic Survey in June 1991..
 LW1097
 LW1097.The geoid height was determined by GEOID03.
 LW1097
 LW1097.The dynamic height is computed by dividing the NAVD 88
 LW1097.geopotential number by the normal gravity value computed on the
 LW1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1097.degrees latitude (g = 980.6199 gals.).
 LW1097
 LW1097.The modeled gravity was interpolated from observed gravity values.
 LW1097
 LW1097;                    North         East    Units  Estimated Accuracy
 LW1097;SPC RI       -    73,260.       82,990.      MT  (+/- 180 meters Scaled)
 LW1097
 LW1097                          SUPERSEDED SURVEY CONTROL
 LW1097
 LW1097  NGVD 29 (??/??/92)  197.105  (m)          646.67   (f) ADJ UNCH    2 0
 LW1097
 LW1097.Superseded values are not recommended for survey control.
 LW1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1097.See file dsdata.txt to determine how the superseded data were derived.
 LW1097
 LW1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG751247(NAD 83)
 LW1097_MARKER: DB = BENCH MARK DISK
 LW1097_SETTING: 80 = SET IN A BOULDER
 LW1097_SP_SET: BOULDER
 LW1097_STAMPING: L 9 1958
 LW1097_MARK LOGO: CGS   
 LW1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1097+STABILITY: SURFACE MOTION
 LW1097
 LW1097  HISTORY     - Date     Condition        Report By
 LW1097  HISTORY     - 1958     MONUMENTED       CGS
 LW1097  HISTORY     - 1969     GOOD             NGS
 LW1097  HISTORY     - 1984     GOOD             RIGS
 LW1097  HISTORY     - 1988     GOOD             USPSQD
 LW1097  HISTORY     - 19880104 GOOD             RIGS
 LW1097
 LW1097                          STATION DESCRIPTION
 LW1097
 LW1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1097'3.5 MI N FROM SUMMIT.
 LW1097'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE
 LW1097'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, 0.2 MILE NORTH OF
 LW1097'THE JUNCTION OF STATE HIGHWAY 14, 0.2 MILE NORTH OF THE JUNCTION
 LW1097'OF OLD PLAINFIELD ROAD, 100 1/2 FEET SOUTH OF THE SOUTH END OF
 LW1097'A 12-INCH PIPE CULVERT UNDER A FARM ROAD LEADING EAST, SET IN
 LW1097'THE TOP OF A TRIANGULAR SHAPED ROCK WHICH IS 10 FEET LONG-4
 LW1097'FEET WIDE AND 1 FOOT HIGH, 19 FEET EAST OF THE CENTER LINE OF
 LW1097'THE HIGHWAY, 6.6 FEET WEST OF A WITNESS SIGN NAILED TO A
 LW1097'24-INCH ASH TREE, AND ABOUT LEVEL WITH THE HIGHWAY.
 LW1097
 LW1097                          STATION RECOVERY (1984)
 LW1097
 LW1097'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1097'RECOVERED IN GOOD CONDITION.
 LW1097
 LW1097                          STATION RECOVERY (1988)
 LW1097
 LW1097'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1097'RECOVERED IN GOOD CONDITION.
 LW1097
 LW1097                          STATION RECOVERY (1988)
 LW1097
 LW1097'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2481 ***********************************************************************
 LW2481  DESIGNATION -  LAFAYETTE CHRIST CH SPIRE
 LW2481  PID         -  LW2481
 LW2481  STATE/COUNTY-  RI/WASHINGTON
 LW2481  USGS QUAD   -  WICKFORD (1995)
 LW2481
 LW2481                         *CURRENT SURVEY CONTROL
 LW2481  ___________________________________________________________________
 LW2481* NAD 83(1996)-  41 34 26.48937(N)    071 29 06.29077(W)     ADJUSTED  
 LW2481* NAVD 88     -                                                        
 LW2481  ___________________________________________________________________
 LW2481  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 LW2481  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW2481
 LW2481  HORZ ORDER  -  THIRD
 LW2481
 LW2481.The horizontal coordinates were established by classical geodetic methods
 LW2481.and adjusted by the National Geodetic Survey in August 1998..
 LW2481
 LW2481
 LW2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2481
 LW2481.The geoid height was determined by GEOID03.
 LW2481
 LW2481;                    North         East     Units Scale Factor Converg.
 LW2481;SPC RI       -    54,496.095   101,244.271   MT  0.99999377   +0 00 35.6
 LW2481;SPC RI       -   178,792.61    332,165.58   sFT  0.99999377   +0 00 35.6
 LW2481;UTM  19      - 4,605,464.986   292,816.767   MT  1.00012827   -1 38 58.8
 LW2481
 LW2481                          SUPERSEDED SURVEY CONTROL
 LW2481
 LW2481  NAD 83(1996)-  41 34 26.48849(N)    071 29 06.29014(W) AD(       ) 4
 LW2481  NAD 83(1992)-  41 34 26.48792(N)    071 29 06.29000(W) AD(       ) 4
 LW2481  NAD 83(1992)-  41 34 26.48731(N)    071 29 06.29003(W) AD(       ) 4
 LW2481  NAD 83(1986)-  41 34 26.48720(N)    071 29 06.28923(W) AD(       ) 4
 LW2481  NAD 27      -  41 34 26.12204(N)    071 29 08.07712(W) AD(       ) 3
 LW2481
 LW2481.Superseded values are not recommended for survey control.
 LW2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2481.See file dsdata.txt to determine how the superseded data were derived.
 LW2481
 LW2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9281705465(NAD 83)
 LW2481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2481+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 LW2481
 LW2481  HISTORY     - Date     Condition        Report By
 LW2481  HISTORY     - 1968     MONUMENTED       CGS
 LW2481  HISTORY     - 19941001 GOOD             USPSQD
 LW2481  HISTORY     - 19980108 GOOD             USPSQD
 LW2481  HISTORY     - 19980110 POOR             INDIV
 LW2481  HISTORY     - 20010807 POOR             USPSQD
 LW2481  HISTORY     - 20040420 GOOD             USPSQD
 LW2481  HISTORY     - 20050226 GOOD             USPSQD
 LW2481
 LW2481                          STATION DESCRIPTION
 LW2481
 LW2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2481'THE STATION, LAVAYETTE CHRIST CHURCH SPIRE, IS THE TOP CENTER
 LW2481'OF SPIRE ABOUT 80 FEET IN HEIGHT.
 LW2481'
 LW2481'THE STATION IS LOCATED IN LAFAYETTE 0.05 MILE NORTH OF
 LW2481'INTERSECTION OF STATE HIGHWAY 102 AND ADVENT STREET.
 LW2481
 LW2481                          STATION RECOVERY (1994)
 LW2481
 LW2481'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2481'RECOVERED IN GOOD CONDITION.
 LW2481
 LW2481                          STATION RECOVERY (1998)
 LW2481
 LW2481'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2481'RECOVERED IN GOOD CONDITION.
 LW2481
 LW2481                          STATION RECOVERY (1998)
 LW2481
 LW2481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2481'THIS BUILDING HAS BEEN ABANDONED AND IS IN POOR CONDITION.  THE SPIRE
 LW2481'APPEARS INTACT.
 LW2481
 LW2481                          STATION RECOVERY (2001)
 LW2481
 LW2481'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2481'THIS CHURCH APPEARS ABANDONED AND IN VERT POOR REPAIR, ALTHOUGH THE
 LW2481'SPIRE IS IN APPARENT GOOD CONDITION WITH A WEATHER VANE ATOP.
 LW2481
 LW2481                          STATION RECOVERY (2004)
 LW2481
 LW2481'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2481'RECOVERED IN GOOD CONDITION.
 LW2481
 LW2481                          STATION RECOVERY (2005)
 LW2481
 LW2481'RECOVERY NOTE BY US POWER SQUADRON 2005 (TC)
 LW2481'CHURCH IS BOARDED UP, BUT HAS APPARENTLY BEEN REPAIRED AND PAINTED.
 LW2481'NO SIGNS APPEAR ON THE OUTSIDE OF THE CHURCH. EIGHT-SIDED SPIRE WITH
 LW2481'WEATHER VANE IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2347 ***********************************************************************
 LW2347  DESIGNATION -  LAND
 LW2347  PID         -  LW2347
 LW2347  STATE/COUNTY-  RI/NEWPORT
 LW2347  USGS QUAD   -  BRISTOL (1975)
 LW2347
 LW2347                         *CURRENT SURVEY CONTROL
 LW2347  ___________________________________________________________________
 LW2347* NAD 83(1996)-  41 38 19.50920(N)    071 17 05.68938(W)     ADJUSTED  
 LW2347* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW2347  ___________________________________________________________________
 LW2347  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW2347  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW2347
 LW2347  HORZ ORDER  -  THIRD
 LW2347
 LW2347.The horizontal coordinates were established by classical geodetic methods
 LW2347.and adjusted by the National Geodetic Survey in August 1998..
 LW2347
 LW2347.The orthometric height was scaled from a topographic map.
 LW2347
 LW2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2347
 LW2347.The geoid height was determined by GEOID03.
 LW2347
 LW2347;                    North         East     Units Scale Factor Converg.
 LW2347;SPC RI       -    61,707.319   117,920.388   MT  0.99999770   +0 08 34.5
 LW2347;SPC RI       -   202,451.43    386,877.14   sFT  0.99999770   +0 08 34.5
 LW2347;UTM  19      - 4,612,190.556   309,696.386   MT  1.00004568   -1 31 07.0
 LW2347
 LW2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2347!SPC RI       -   1.00000392  x   0.99999770  =   1.00000162
 LW2347!UTM  19      -   1.00000392  x   1.00004568  =   1.00004960
 LW2347
 LW2347|---------------------------------------------------------------------|
 LW2347| PID    Reference Object                     Distance      Geod. Az  |
 LW2347|                                                           dddmmss.s |
 LW2347| CB7843 LAND RM 1                            21.600 METERS 00205     |
 LW2347| CB7844 LAND RM 2                            20.738 METERS 09104     |
 LW2347| LW2351 POP 1913                            APPROX. 1.8 KM 3121833.1 |
 LW2347| LW2305 CASTLE ISLAND LIGHT                 APPROX. 1.7 KM 3561432.3 |
 LW2347|---------------------------------------------------------------------|
 LW2347
 LW2347                          SUPERSEDED SURVEY CONTROL
 LW2347
 LW2347  NAD 83(1996)-  41 38 19.50900(N)    071 17 05.68918(W) AD(       ) 3
 LW2347  NAD 83(1992)-  41 38 19.50750(N)    071 17 05.68844(W) AD(       ) 3
 LW2347  NAD 83(1992)-  41 38 19.50710(N)    071 17 05.68834(W) AD(       ) 3
 LW2347  NAD 83(1986)-  41 38 19.50762(N)    071 17 05.68705(W) AD(       ) 3
 LW2347  NAD 27      -  41 38 19.13400(N)    071 17 07.49700(W) AD(       ) 3
 LW2347
 LW2347.Superseded values are not recommended for survey control.
 LW2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2347.See file dsdata.txt to determine how the superseded data were derived.
 LW2347
 LW2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0969612191(NAD 83)
 LW2347_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2347_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2347+STABILITY: SURFACE MOTION
 LW2347
 LW2347  HISTORY     - Date     Condition        Report By
 LW2347  HISTORY     - 1956     MONUMENTED       CGS
 LW2347
 LW2347                          STATION DESCRIPTION
 LW2347
 LW2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2347'LOCATED ON HOG ISLAND, APPROXIMATELY 600 FEET NORTH-NORTHEAST
 LW2347'OF THE MHWL OF SOUTHWEST POINT OF THE ISLAND, 126.0 FEET EAST
 LW2347'OF MHWL OF THE WEST SHORE.  THE MARK IS A STANDARD DISK STAMPED
 LW2347'LAND 1956 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 LW2347'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 LW2347'
 LW2347'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED LAND 1956 SET
 LW2347'IN A MASS OF CONCRETE 3.0 FEET BELOW THE SURFACE OF THE GROUND.
 LW2347'
 LW2347'REFERENCE MARK 1 IS NORTH OF THE STATION, 126.0 FEET EAST OF
 LW2347'THE MHWL OF THE WEST SHORE.  IT IS A STANDARD DISK STAMPED LAND
 LW2347'NO 1 1956 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 LW2347'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 LW2347'
 LW2347'REFERENCE MARK 2 IS EAST OF THE STATION, ON RANGE WITH THE
 LW2347'SOUTH TOWER OF THE MT. HOPE BRIDGE, 194.0 FEET EAST OF THE MHWL
 LW2347'OF THE WEST SHORE.  IT IS A STANDARD DISK STAMPED LAND NO 2
 LW2347'1956 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MOMUMENT WHICH
 LW2347'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1201 ***********************************************************************
 LW1201  DESIGNATION -  LAPHAM
 LW1201  PID         -  LW1201
 LW1201  STATE/COUNTY-  RI/PROVIDENCE
 LW1201  USGS QUAD   -  CHEPACHET (1975)
 LW1201
 LW1201                         *CURRENT SURVEY CONTROL
 LW1201  ___________________________________________________________________
 LW1201* NAD 83(1996)-  41 56 25.06825(N)    071 39 41.13362(W)     ADJUSTED  
 LW1201* NAVD 88     -       152.849  (meters)     501.47   (feet)  ADJUSTED  
 LW1201  ___________________________________________________________________
 LW1201  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 LW1201  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW1201  DYNAMIC HT  -         152.797 (meters)     501.30  (feet)  COMP
 LW1201  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 LW1201
 LW1201  HORZ ORDER  -  FIRST
 LW1201  VERT ORDER  -  SECOND    CLASS 0
 LW1201
 LW1201.The horizontal coordinates were established by classical geodetic methods
 LW1201.and adjusted by the National Geodetic Survey in August 1998..
 LW1201
 LW1201.The orthometric height was determined by differential leveling
 LW1201.and adjusted by the National Geodetic Survey in June 1991..
 LW1201.WARNING-Repeat measurements at this control monument indicate possible
 LW1201.vertical movement.
 LW1201
 LW1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1201
 LW1201.The geoid height was determined by GEOID03.
 LW1201
 LW1201.The dynamic height is computed by dividing the NAVD 88
 LW1201.geopotential number by the normal gravity value computed on the
 LW1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1201.degrees latitude (g = 980.6199 gals.).
 LW1201
 LW1201.The modeled gravity was interpolated from observed gravity values.
 LW1201
 LW1201;                    North         East     Units Scale Factor Converg.
 LW1201;SPC RI       -    95,189.635    86,613.320   MT  0.99999595   -0 06 28.4
 LW1201;SPC RI       -   312,301.33    284,163.87   sFT  0.99999595   -0 06 28.4
 LW1201;UTM  19      - 4,646,573.533   279,372.519   MT  1.00019901   -1 46 46.2
 LW1201
 LW1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1201!SPC RI       -   0.99998066  x   0.99999595  =   0.99997661
 LW1201!UTM  19      -   0.99998066  x   1.00019901  =   1.00017967
 LW1201
 LW1201|---------------------------------------------------------------------|
 LW1201| PID    Reference Object                     Distance      Geod. Az  |
 LW1201|                                                           dddmmss.s |
 LW1201| LW1203 LAPHAM AZ MK                        349.192 METERS 03450     |
 LW1201| LW1202 LAPHAM RM 1                          18.664 METERS 05745     |
 LW1201| LW1200 LAPHAM RM 2                          30.703 METERS 18338     |
 LW1201| LW3512 CHEPACHET GLOCESTER YARN TK         APPROX. 3.0 KM 1923934.2 |
 LW1201| LW3511 HARRISVILLE WATER CO TANK           APPROX. 3.5 KM 3460945.4 |
 LW1201|---------------------------------------------------------------------|
 LW1201
 LW1201                          SUPERSEDED SURVEY CONTROL
 LW1201
 LW1201  NAD 83(1996)-  41 56 25.06800(N)    071 39 41.13340(W) AD(       ) 1
 LW1201  NAD 83(1992)-  41 56 25.06717(N)    071 39 41.13266(W) AD(       ) 1
 LW1201  NAD 83(1992)-  41 56 25.06711(N)    071 39 41.13277(W) AD(       ) 1
 LW1201  NAD 83(1986)-  41 56 25.06727(N)    071 39 41.13189(W) AD(       ) 1
 LW1201  NAD 27      -  41 56 24.71237(N)    071 39 42.89431(W) AD(       ) 1
 LW1201  NGVD 29 (??/??/92)  153.088  (m)          502.26   (f) ADJ UNCH    2 0
 LW1201
 LW1201.Superseded values are not recommended for survey control.
 LW1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1201.See file dsdata.txt to determine how the superseded data were derived.
 LW1201
 LW1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7937346574(NAD 83)
 LW1201_MARKER: DS = TRIANGULATION STATION DISK
 LW1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1201_SP_SET: CONCRETE POST
 LW1201_STAMPING: LAPHAM 1968
 LW1201_MARK LOGO: CGS   
 LW1201_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1201+STABILITY: SURFACE MOTION
 LW1201
 LW1201  HISTORY     - Date     Condition        Report By
 LW1201  HISTORY     - 1968     MONUMENTED       CGS
 LW1201  HISTORY     - 1969     GOOD             NGS
 LW1201  HISTORY     - 1979     GOOD             NGS
 LW1201  HISTORY     - 1986     GOOD             RIGS
 LW1201  HISTORY     - 1986     SEE DESCRIPTION  RIGS
 LW1201  HISTORY     - 1987     GOOD             USPSQD
 LW1201  HISTORY     - 1988     GOOD             USPSQD
 LW1201  HISTORY     - 19900524 GOOD             USPSQD
 LW1201
 LW1201                          STATION DESCRIPTION
 LW1201
 LW1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1201'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF PASCOAG, 1-3/4
 LW1201'MILES SOUTH-SOUTHEAST OF HARRISVILLE, 1-3/4 MILES NORTH OF
 LW1201'CHEPACHET AND ON THE HIGHWAY RIGHT-OF-WAY.
 LW1201'
 LW1201'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100,
 LW1201'102 AND U.S. HIGHWAY 44 IN CHEPACHET, GO NORTHWEST ON STATE
 LW1201'HIGHWAY 100 AND 102 FOR 0.1 MILE TO WHERE HIGHWAY 100 TURNS
 LW1201'LEFT.  CONTINUE NORTH ON STATE HIGHWAY 102 FOR 1.7 MILES TO THE
 LW1201'STATION ON THE LEFT ON A HIGH ROAD BANK.
 LW1201'
 LW1201'STATION MARK, A STANDARD DISK STAMPED LAPHAM 1968, IS SET IN
 LW1201'A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 93
 LW1201'FEET WEST OF THE CENTERLINE OF HIGHWAY 102, 29 FEET EAST OF A
 LW1201'24-INCH OAK TREE, 7 FEET SOUTHEAST OF A ROCK FENCE AND 6 FEET
 LW1201'SOUTHEAST OF A METAL WITNESS POST.
 LW1201'
 LW1201'R.M. 1, A STANDARD DISK STAMPED LAPHAM NO 1 1968, CEMENTED IN
 LW1201'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 LW1201'SURROUNDING AREA.  IT IS 60 FEET WEST OF THE CENTER OF HIGHWAY
 LW1201'102 AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 LW1201'
 LW1201'R.M. 2, A STANDARD DISK STAMPED LAPHAM NO 2 1968, IS SET IN A
 LW1201'DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 LW1201'SURROUNDING AREA.  IT IS 53 FEET WEST OF THE CENTER OF HIGHWAY
 LW1201'102, 18 FEET EAST OF AN 18-INCH PINE TREE AND 1.5 FEET NORTH
 LW1201'OF A METAL WITNESS POST.
 LW1201'
 LW1201'AZ MK, A STANDARD DISK STAMPED LAPHAM 1968, CEMENTED IN A DRILL
 LW1201'HOLE IN A 2 X 3 FEET BOULDER WHICH PROJECTS 10 INCHES ABOVE THE
 LW1201'GROUND.  IT IS 81 FEET EAST OF THE CENTERLINE OF HIGHWAY 102, 36
 LW1201'FEET SOUTH OF THE CENTER OF LATHAM ROAD AND 2 FEET SOUTH OF A
 LW1201'METAL WITNESS POST.
 LW1201'
 LW1201'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 LW1201'HIGHWAY 102 FOR 0.2 MILE TO A CROSSROAD (LATHAM ROAD) AND THE AZ
 LW1201'MK ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE CROSSROAD
 LW1201'INTERSECTION.
 LW1201'
 LW1201'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW1201
 LW1201                          STATION RECOVERY (1969)
 LW1201
 LW1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1201'1.9 MI N FROM CHEPACHET.
 LW1201'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1201'JUNCTION OF U.S. HIGHWAY 44 AT CHEPACHET, ABOUT 0.2 MILE
 LW1201'SOUTHWEST OF THE INTERSECTION OF LAPHAM FARM ROAD, ON TOP AND
 LW1201'NEAR THE SOUTHWEST END OF A 15-FOOT HIGH CUT BANK, 93 FEET
 LW1201'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET SOUTH OF
 LW1201'THE SOUTH FACE OF AN OLD ROCK FENCE, 6.2 FEET SOUTH OF A
 LW1201'METAL WITNESS POST, 15 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 LW1201'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 LW1201'THE LEVEL OF THE GROUND.
 LW1201
 LW1201                          STATION RECOVERY (1979)
 LW1201
 LW1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW1201'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LW1201'RECOVERED.  SOMEONE TRIED TO GET THE STATION MARK DISK OUT OF THE
 LW1201'MONUMENT AS THE EDGE OF THE DISK WAS RAISED UP.  THE DISK WAS
 LW1201'RE-ENFORCED WITH CONCRETE AT THIS TIME.  THE 1968 DESCRIPTION IS
 LW1201'ADEQUATE FOR RECOVERING THE STATION.
 LW1201
 LW1201                          STATION RECOVERY (1986)
 LW1201
 LW1201'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1201'THE STATION WAS RECOVERED AT THIS DATE.
 LW1201'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE RECOVERED IN
 LW1201'GOOD CONDITION.
 LW1201
 LW1201                          STATION RECOVERY (1986)
 LW1201
 LW1201'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1201'THE STATION WAS RECOVERED AT THIS DATE.  THE STATION MARK DISK
 LW1201'APPEARS TO BE DISTURBED IN THAT IT IS NOW DISHED IN THE MIDDLE.
 LW1201
 LW1201                          STATION RECOVERY (1987)
 LW1201
 LW1201'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1201'RECOVERED IN GOOD CONDITION.
 LW1201
 LW1201                          STATION RECOVERY (1988)
 LW1201
 LW1201'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1201'RECOVERED IN GOOD CONDITION.
 LW1201
 LW1201                          STATION RECOVERY (1990)
 LW1201
 LW1201'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1203 ***********************************************************************
 LW1203  DESIGNATION -  LAPHAM AZ MK
 LW1203  PID         -  LW1203
 LW1203  STATE/COUNTY-  RI/PROVIDENCE
 LW1203  USGS QUAD   -  CHEPACHET (1975)
 LW1203
 LW1203                         *CURRENT SURVEY CONTROL
 LW1203  ___________________________________________________________________
 LW1203* NAD 83(1996)-  41 56 34.35838(N)    071 39 32.47548(W)     ADJUSTED  
 LW1203* NAVD 88     -       141.798  (meters)     465.22   (feet)  ADJUSTED  
 LW1203  ___________________________________________________________________
 LW1203  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 LW1203  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW1203  DYNAMIC HT  -         141.749 (meters)     465.05  (feet)  COMP
 LW1203  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 LW1203
 LW1203  HORZ ORDER  -  SECOND
 LW1203  VERT ORDER  -  SECOND    CLASS 0
 LW1203
 LW1203.The horizontal coordinates were established by classical geodetic methods
 LW1203.and adjusted by the National Geodetic Survey in August 1998..
 LW1203
 LW1203.The orthometric height was determined by differential leveling
 LW1203.and adjusted by the National Geodetic Survey in June 1991..
 LW1203
 LW1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1203
 LW1203.The geoid height was determined by GEOID03.
 LW1203
 LW1203.The dynamic height is computed by dividing the NAVD 88
 LW1203.geopotential number by the normal gravity value computed on the
 LW1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1203.degrees latitude (g = 980.6199 gals.).
 LW1203
 LW1203.The modeled gravity was interpolated from observed gravity values.
 LW1203
 LW1203;                    North         East     Units Scale Factor Converg.
 LW1203;SPC RI       -    95,475.892    86,813.296   MT  0.99999589   -0 06 22.6
 LW1203;SPC RI       -   313,240.49    284,819.96   sFT  0.99999589   -0 06 22.6
 LW1203;UTM  19      - 4,646,853.892   279,580.803   MT  1.00019788   -1 46 40.7
 LW1203
 LW1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1203!SPC RI       -   0.99998239  x   0.99999589  =   0.99997828
 LW1203!UTM  19      -   0.99998239  x   1.00019788  =   1.00018027
 LW1203
 LW1203                          SUPERSEDED SURVEY CONTROL
 LW1203
 LW1203  NAD 83(1996)-  41 56 34.35813(N)    071 39 32.47526(W) AD(       ) 2
 LW1203  NAD 83(1992)-  41 56 34.35730(N)    071 39 32.47452(W) AD(       ) 2
 LW1203  NAD 83(1992)-  41 56 34.35725(N)    071 39 32.47462(W) AD(       ) 2
 LW1203  NAD 83(1986)-  41 56 34.35749(N)    071 39 32.47371(W) AD(       ) 2
 LW1203  NGVD 29 (??/??/92)  142.039  (m)          466.01   (f) ADJ UNCH    2 0
 LW1203
 LW1203.Superseded values are not recommended for survey control.
 LW1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1203.See file dsdata.txt to determine how the superseded data were derived.
 LW1203
 LW1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7958146854(NAD 83)
 LW1203_MARKER: DZ = AZIMUTH MARK DISK
 LW1203_SETTING: 80 = SET IN A BOULDER
 LW1203_SP_SET: BOULDER
 LW1203_STAMPING: LAPHAM 1968
 LW1203_MARK LOGO: CGS   
 LW1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1203+STABILITY: SURFACE MOTION
 LW1203
 LW1203  HISTORY     - Date     Condition        Report By
 LW1203  HISTORY     - 1968     MONUMENTED       CGS
 LW1203  HISTORY     - 1969     GOOD             NGS
 LW1203  HISTORY     - 1986     GOOD             RIGS
 LW1203  HISTORY     - 1986     GOOD             RIGS
 LW1203  HISTORY     - 1987     GOOD             USPSQD
 LW1203
 LW1203                          STATION DESCRIPTION
 LW1203
 LW1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1203'2.1 MI N FROM CHEPACHET.
 LW1203'ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1203'JUNCTION OF U.S. HIGHWAY 44 AT CHEPACHET, AT THE SOUTH CORNER
 LW1203'OF THE INTERSECTION OF LAPHAM FARM ROAD, SET IN THE TOP OF A
 LW1203'BOULDER WHICH PROJECTS 1 FOOT ABOVE GROUND AND IS 3 1/2 FEET
 LW1203'LONG AND 1 1/2 FEET WIDE, 82 FEET SOUTHEAST OF THE CENTER LINE
 LW1203'OF THE HIGHWAY, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LW1203'ROAD, 1.9 FEET SOUTHWEST OF A METAL WITNESS POST AND 2 FEET
 LW1203'BELOW THE LEVEL OF THE HIGHWAY.
 LW1203
 LW1203                          STATION RECOVERY (1986)
 LW1203
 LW1203'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1203'THE STATION IS LOCATED ABOUT 4.1 KM (2.55 MI)
 LW1203'SOUTHWEST OF GLENDALE CENTER,
 LW1203'3.2 KM (2.0 MI) NORTH-NORTHEAST OF CHEPACHET CENTER, AND
 LW1203'3.1 KM (1.9 MI) SOUTHEAST OF HARRISVILLE CENTER.
 LW1203'OWNERSHIP--STATE RIGHT OF WAY.
 LW1203'
 LW1203'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND
 LW1203'102, WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO
 LW1203'NORTH FOR 3.1 KM (1.95 MI) ON ROUTE 102 TO THE STATION MARK ON THE
 LW1203'RIGHT, IN THE SOUTHEAST ANGLE OF THE CROSSROAD INTERSECTION OF
 LW1203'ROUTE 102 AND LAPHAM FARM ROAD.
 LW1203'
 LW1203'THE STATION IS A STANDARD NGS DISK.
 LW1203'STAMPED---LAPHAM 1968---,
 LW1203'SET INTO A DRILL HOLE IN A BOULDER
 LW1203'24.7 METERS (81.0) FEET SOUTHEAST FROM THE CENTERLINE OF ROUTE 102,
 LW1203'11.0 METERS (36.0) FEET SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 LW1203'LAPHAM FARM ROAD,
 LW1203'0.61 METERS (2.0) FEET SOUTH FROM A METAL WITNESS POST
 LW1203
 LW1203                          STATION RECOVERY (1986)
 LW1203
 LW1203'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1203'RECOVERED IN GOOD CONDITION.
 LW1203
 LW1203                          STATION RECOVERY (1987)
 LW1203
 LW1203'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1202 ***********************************************************************
 LW1202  DESIGNATION -  LAPHAM RM 1
 LW1202  PID         -  LW1202
 LW1202  STATE/COUNTY-  RI/PROVIDENCE
 LW1202  USGS QUAD   -  CHEPACHET (1975)
 LW1202
 LW1202                         *CURRENT SURVEY CONTROL
 LW1202  ___________________________________________________________________
 LW1202* NAD 83(1996)-  41 56 25.39104(N)    071 39 40.44836(W)     ADJUSTED  
 LW1202* NAVD 88     -       151.765  (meters)     497.92   (feet)  ADJUSTED  
 LW1202  ___________________________________________________________________
 LW1202  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 LW1202  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW1202  DYNAMIC HT  -         151.713 (meters)     497.75  (feet)  COMP
 LW1202  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 LW1202
 LW1202  HORZ ORDER  -  SECOND
 LW1202  VERT ORDER  -  SECOND    CLASS 0
 LW1202
 LW1202.The horizontal coordinates were established by classical geodetic methods
 LW1202.and adjusted by the National Geodetic Survey in August 1998..
 LW1202.No horizontal observational check was made to the station.
 LW1202
 LW1202.The orthometric height was determined by differential leveling
 LW1202.and adjusted by the National Geodetic Survey in June 1991..
 LW1202
 LW1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1202
 LW1202.The geoid height was determined by GEOID03.
 LW1202
 LW1202.The dynamic height is computed by dividing the NAVD 88
 LW1202.geopotential number by the normal gravity value computed on the
 LW1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1202.degrees latitude (g = 980.6199 gals.).
 LW1202
 LW1202.The modeled gravity was interpolated from observed gravity values.
 LW1202
 LW1202;                    North         East     Units Scale Factor Converg.
 LW1202;SPC RI       -    95,199.564    86,629.124   MT  0.99999595   -0 06 27.9
 LW1202;SPC RI       -   312,333.90    284,215.72   sFT  0.99999595   -0 06 27.9
 LW1202;UTM  19      - 4,646,582.999   279,388.609   MT  1.00019892   -1 46 45.7
 LW1202
 LW1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1202!SPC RI       -   0.99998083  x   0.99999595  =   0.99997678
 LW1202!UTM  19      -   0.99998083  x   1.00019892  =   1.00017975
 LW1202
 LW1202                          SUPERSEDED SURVEY CONTROL
 LW1202
 LW1202  NAD 83(1996)-  41 56 25.39079(N)    071 39 40.44814(W) AD(       ) 2
 LW1202  NAD 83(1992)-  41 56 25.38996(N)    071 39 40.44742(W) AD(       ) 2
 LW1202  NAD 83(1992)-  41 56 25.38990(N)    071 39 40.44753(W) AD(       ) 2
 LW1202  NAD 83(1986)-  41 56 25.39004(N)    071 39 40.44668(W) AD(       ) 2
 LW1202  NGVD 29 (??/??/92)  151.997  (m)          498.68   (f) ADJ UNCH    2 0
 LW1202
 LW1202.Superseded values are not recommended for survey control.
 LW1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1202.See file dsdata.txt to determine how the superseded data were derived.
 LW1202
 LW1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7938946583(NAD 83)
 LW1202_MARKER: DR = REFERENCE MARK DISK
 LW1202_SETTING: 66 = SET IN ROCK OUTCROP
 LW1202_SP_SET: ROCK OUTCROP
 LW1202_STAMPING: LAPHAM NO 1 1968
 LW1202_MARK LOGO: CGS   
 LW1202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1202+STABILITY: POSITION/ELEVATION WELL
 LW1202
 LW1202  HISTORY     - Date     Condition        Report By
 LW1202  HISTORY     - 1968     MONUMENTED       CGS
 LW1202  HISTORY     - 1969     GOOD             NGS
 LW1202  HISTORY     - 1986     GOOD             RIGS
 LW1202  HISTORY     - 1987     GOOD             USPSQD
 LW1202  HISTORY     - 1988     GOOD             USPSQD
 LW1202  HISTORY     - 19900524 GOOD             USPSQD
 LW1202
 LW1202                          STATION DESCRIPTION
 LW1202
 LW1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1202'1.9 MI N FROM CHEPACHET.
 LW1202'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1202'JUNCTION OF U.S. HIGHWAY 44 AT CHEPACHET, SET ON THE TOP OF
 LW1202'A ROCK WHICH IS ABOUT 30 FEET LONG-12 FEET WIDE AND IS PART OF
 LW1202'A CUT, 60 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 61.2
 LW1202'FEET EAST OF THE STATION MARK DESCRIBED, 9 FEET NORTH OF THE
 LW1202'SOUTH END OF THE ROCK, 1.2 FEET SOUTH OF A METAL WITNESS POST
 LW1202'AND ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1202
 LW1202                          STATION RECOVERY (1986)
 LW1202
 LW1202'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1202'RECOVERED IN GOOD CONDITION.
 LW1202
 LW1202                          STATION RECOVERY (1987)
 LW1202
 LW1202'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1202'RECOVERED IN GOOD CONDITION.
 LW1202
 LW1202                          STATION RECOVERY (1988)
 LW1202
 LW1202'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1202'RECOVERED IN GOOD CONDITION.
 LW1202
 LW1202                          STATION RECOVERY (1990)
 LW1202
 LW1202'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1200 ***********************************************************************
 LW1200  DESIGNATION -  LAPHAM RM 2
 LW1200  PID         -  LW1200
 LW1200  STATE/COUNTY-  RI/PROVIDENCE
 LW1200  USGS QUAD   -  CHEPACHET (1975)
 LW1200
 LW1200                         *CURRENT SURVEY CONTROL
 LW1200  ___________________________________________________________________
 LW1200* NAD 83(1996)-  41 56 24.07513(N)    071 39 41.21818(W)     ADJUSTED  
 LW1200* NAVD 88     -       151.341  (meters)     496.52   (feet)  ADJUSTED  
 LW1200  ___________________________________________________________________
 LW1200  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 LW1200  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW1200  DYNAMIC HT  -         151.289 (meters)     496.35  (feet)  COMP
 LW1200  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 LW1200
 LW1200  HORZ ORDER  -  SECOND
 LW1200  VERT ORDER  -  SECOND    CLASS 0
 LW1200
 LW1200.The horizontal coordinates were established by classical geodetic methods
 LW1200.and adjusted by the National Geodetic Survey in August 1998..
 LW1200
 LW1200.The orthometric height was determined by differential leveling
 LW1200.and adjusted by the National Geodetic Survey in June 1991..
 LW1200
 LW1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1200
 LW1200.The geoid height was determined by GEOID03.
 LW1200
 LW1200.The dynamic height is computed by dividing the NAVD 88
 LW1200.geopotential number by the normal gravity value computed on the
 LW1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1200.degrees latitude (g = 980.6199 gals.).
 LW1200
 LW1200.The modeled gravity was interpolated from observed gravity values.
 LW1200
 LW1200;                    North         East     Units Scale Factor Converg.
 LW1200;SPC RI       -    95,158.998    86,611.314   MT  0.99999595   -0 06 28.5
 LW1200;SPC RI       -   312,200.81    284,157.29   sFT  0.99999595   -0 06 28.5
 LW1200;UTM  19      - 4,646,542.961   279,369.620   MT  1.00019902   -1 46 46.2
 LW1200
 LW1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1200!SPC RI       -   0.99998090  x   0.99999595  =   0.99997685
 LW1200!UTM  19      -   0.99998090  x   1.00019902  =   1.00017991
 LW1200
 LW1200                          SUPERSEDED SURVEY CONTROL
 LW1200
 LW1200  NAD 83(1996)-  41 56 24.07487(N)    071 39 41.21796(W) AD(       ) 2
 LW1200  NAD 83(1992)-  41 56 24.07405(N)    071 39 41.21723(W) AD(       ) 2
 LW1200  NAD 83(1992)-  41 56 24.07399(N)    071 39 41.21734(W) AD(       ) 2
 LW1200  NAD 83(1986)-  41 56 24.07420(N)    071 39 41.21645(W) AD(       ) 2
 LW1200  NGVD 29 (??/??/92)  151.583  (m)          497.32   (f) ADJ UNCH    2 0
 LW1200
 LW1200.Superseded values are not recommended for survey control.
 LW1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1200.See file dsdata.txt to determine how the superseded data were derived.
 LW1200
 LW1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7937046543(NAD 83)
 LW1200_MARKER: DR = REFERENCE MARK DISK
 LW1200_SETTING: 66 = SET IN ROCK OUTCROP
 LW1200_SP_SET: ROCK OUTCROP
 LW1200_STAMPING: LAPHAM NO 2 1968
 LW1200_MARK LOGO: CGS   
 LW1200_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1200+STABILITY: POSITION/ELEVATION WELL
 LW1200
 LW1200  HISTORY     - Date     Condition        Report By
 LW1200  HISTORY     - 1968     MONUMENTED       CGS
 LW1200  HISTORY     - 1969     GOOD             NGS
 LW1200  HISTORY     - 1986     GOOD             RIGS
 LW1200  HISTORY     - 1986     GOOD             RIGS
 LW1200  HISTORY     - 1987     GOOD             USPSQD
 LW1200  HISTORY     - 1988     GOOD             USPSQD
 LW1200  HISTORY     - 19900524 GOOD             USPSQD
 LW1200
 LW1200                          STATION DESCRIPTION
 LW1200
 LW1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1200'1.9 MI N FROM CHEPACHET.
 LW1200'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE NORTH
 LW1200'JUNCTION OF U.S. HIGHWAY 44 AT CHEPACHET, NEAR THE SOUTHWEST END
 LW1200'OF A 15-FOOT HIGH CUT BANK, 54 FEET NORTHWEST OF THE CENTER
 LW1200'LINE OF THE HIGHWAY, 100.7 FEET SOUTH OF THE STATION MARK
 LW1200'DESCRIBED, SET ON THE TOP OF THE ROCK PART OF THE CUT, 5 FEET
 LW1200'NORTHEAST OF THE SOUTHWEST END OF THE ROCK, 1.4 FEET NORTHEAST
 LW1200'OF A METAL WITNESS POST AND ABOUT 12 FEET ABOVE THE LEVEL OF THE
 LW1200'HIGHWAY.
 LW1200
 LW1200                          STATION RECOVERY (1986)
 LW1200
 LW1200'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW1200'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI)
 LW1200'SOUTH-SOUTHWEST OF GLENDALE CENTER,
 LW1200'3.8 KM (2.35 MI) SOUTHEAST OF PASCOAG CENTER, AND
 LW1200'3.0 KM (1.85 MI) NORTH-NORTHEAST OF CHEPACHET CENTER.
 LW1200'OWNERSHIP--STATE RIGHT OF WAY.
 LW1200'
 LW1200'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND
 LW1200'102, WHICH IS ABOUT 0.2 KM (0.1 MI) NORTH OF CHEPACHET CENTER, GO
 LW1200'NORTH FOR 2.7 KM (1.7 MI) ON ROUTE 102 TO THE STATION ON THE
 LW1200'LEFT AT THE TOP OF AN APPROXIMATE 12 FOOT HIGH LEDGE CUT.
 LW1200'
 LW1200'THE STATION IS A STANDARD NGS DISK
 LW1200'STAMPED---LAPHAM NO 2 1968---,
 LW1200'SET INTO A ROCK OUTCROP
 LW1200'30.69 METERS (100.7 FT) SOUTH-SOUTHWEST FROM A TRIANGULATION MARK
 LW1200'STAMPED LAPHAM 1968,
 LW1200'16.15 METERS (53.0 FT) NORTHWEST FROM THE CENTERLINE OF ROUTE 102,
 LW1200'0.45 METERS (1.5 FT) NORTHEAST FROM A METAL WITNESS POST.
 LW1200
 LW1200                          STATION RECOVERY (1986)
 LW1200
 LW1200'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1200'RECOVERED IN GOOD CONDITION.
 LW1200
 LW1200                          STATION RECOVERY (1987)
 LW1200
 LW1200'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1200'RECOVERED IN GOOD CONDITION.
 LW1200
 LW1200                          STATION RECOVERY (1988)
 LW1200
 LW1200'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1200'RECOVERED IN GOOD CONDITION.
 LW1200
 LW1200                          STATION RECOVERY (1990)
 LW1200
 LW1200'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3064 ***********************************************************************
 LW3064  DESIGNATION -  LARKIN USE 1909
 LW3064  PID         -  LW3064
 LW3064  STATE/COUNTY-  RI/WASHINGTON
 LW3064  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3064
 LW3064                         *CURRENT SURVEY CONTROL
 LW3064  ___________________________________________________________________
 LW3064* NAD 83(1996)-  41 21 36.24397(N)    071 37 41.42455(W)     ADJUSTED  
 LW3064* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3064  ___________________________________________________________________
 LW3064  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 LW3064  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW3064
 LW3064  HORZ ORDER  -  THIRD
 LW3064
 LW3064.The horizontal coordinates were established by classical geodetic methods
 LW3064.and adjusted by the National Geodetic Survey in August 1998..
 LW3064
 LW3064.The orthometric height was scaled from a topographic map.
 LW3064
 LW3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3064
 LW3064.The geoid height was determined by GEOID03.
 LW3064
 LW3064;                    North         East     Units Scale Factor Converg.
 LW3064;SPC RI       -    30,741.362    89,275.066   MT  0.99999516   -0 05 04.9
 LW3064;SPC RI       -   100,857.29    292,896.61   sFT  0.99999516   -0 05 04.9
 LW3064;UTM  19      - 4,582,062.184   280,163.922   MT  1.00019480   -1 44 14.5
 LW3064
 LW3064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3064!SPC RI       -   1.00000483  x   0.99999516  =   0.99999999
 LW3064!UTM  19      -   1.00000483  x   1.00019480  =   1.00019963
 LW3064
 LW3064:                Primary Azimuth Mark                     Grid Az
 LW3064:SPC RI       -  GOVERNORS ISLAND                         255 53 13.1
 LW3064:UTM  19      -  GOVERNORS ISLAND                         257 32 22.7
 LW3064
 LW3064|---------------------------------------------------------------------|
 LW3064| PID    Reference Object                     Distance      Geod. Az  |
 LW3064|                                                           dddmmss.s |
 LW3064| LW3060 GOVERNORS ISLAND                    APPROX. 2.1 KM 2554808.2 |
 LW3064|---------------------------------------------------------------------|
 LW3064
 LW3064                          SUPERSEDED SURVEY CONTROL
 LW3064
 LW3064  NAD 83(1992)-  41 21 36.24263(N)    071 37 41.42378(W) AD(       ) 3
 LW3064  NAD 83(1986)-  41 21 36.24101(N)    071 37 41.42429(W) AD(       ) 3
 LW3064  NAD 27      -  41 21 35.87600(N)    071 37 43.20200(W) AD(       ) 3
 LW3064
 LW3064.Superseded values are not recommended for survey control.
 LW3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3064.See file dsdata.txt to determine how the superseded data were derived.
 LW3064
 LW3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8016482062(NAD 83)
 LW3064_MARKER: DD = SURVEY DISK
 LW3064_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW3064_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW3064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3064
 LW3064  HISTORY     - Date     Condition        Report By
 LW3064  HISTORY     - 1909     MONUMENTED       USE
 LW3064  HISTORY     - 1913     GOOD             CGS
 LW3064  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3064  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3064  HISTORY     - 1934     MARK NOT FOUND   CGS
 LW3064  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3064
 LW3064                          STATION DESCRIPTION
 LW3064
 LW3064'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3064'STATION IS ON THE SAND RIDGE BACK OF CHARLESTOWN BEACH, ABOUT
 LW3064'1-1/2 MILES S OF CHARLESTOWN, ON THE PROPERTY OF MRS. M. C. LARKIN,
 LW3064'AND 25 METERS W OF THE LARKIN COTTAGE.  THE STATION IS ABOUT A
 LW3064'METER FROM THE TOP OF THE OUTER SLOPE OF THE RIDGE ON THE W SIDE
 LW3064'OF THE ROAD LEADING FROM CHARLESTOWN TO WAKEFIELD AND IS MARKED
 LW3064'BY A STANDARD DISK SET IN THE CONCRETE AT THE CENTER OF THE TOP
 LW3064'OF A TILE WHICH IS EMBEDDED IN THE GROUND.  THE DISK HAS THE
 LW3064'ADDED INSCRIPTION ESTABLISHED BY THE CORPS OF ENGINEERS,
 LW3064'U.S.A.  THE UNDERGROUND MARK IS A NAIL IN A MASS OF CONCRETE
 LW3064'AT A DEPTH OF 3 FEET.  A REFERENCE MARK, A STANDARD
 LW3064'REFERENCE DISK SET IN CONCRETE IN THE TOP OF A TILE, AS
 LW3064'DESCRIBED IN NOTE 13A, IS 15.01 METERS (49.24 FEET) N BY W
 LW3064'FROM THE STATION.
 LW3064
 LW3064                          STATION RECOVERY (1934)
 LW3064
 LW3064'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3064'BOTH STATION AND REFERENCE MARKS HAVE DISAPPEARED.  SAND RIDGE
 LW3064'HAS CHANGED LOCATION.
 LW3064
 LW3064                          STATION RECOVERY (1934)
 LW3064
 LW3064'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3064'FOUND NEITHER THE STATION NOR THE REFERENCE MARK.
 LW3064'
 LW3064'MRS. M. C. LARKIN SOLD HER COTTAGE TO MRS. CLARENCE H. SPENCER
 LW3064'IN 1920.  THIS COTTAGE IS ON THE NINTH LOT W OF A RIGHT-OF-WAY
 LW3064'TO THE BEACH, WHICH RIGHT-OF-WAY IS SEPARATED BY TWO MORE LOTS
 LW3064'FROM THE TOWN LINE BETWEEN CHARLESTOWN AND SOUTH KINGSTOWN
 LW3064'WHICH IS PLAINLY MARKED BY A CONSPICUOUS GRANITE MONUMENT.
 LW3064'
 LW3064'MRS. LARKIN SOLD THE LOT NEXT W OF HER COTTAGE TO JAMES S. DANEKER
 LW3064'OF PROVIDENCE.  MR. DANEKER DOES NOT RECALL EVER HAVING SEEN THE
 LW3064'DISK MARKING THE STATION, BUT HE TOLD ME THAT DISK MARKING THE
 LW3064'REFERENCE POINT WAS SEEN ONLY A FEW YEARS AGO.
 LW3064'
 LW3064'A SOUTH KINGSTOWN SURVEYOR ADVISES THAT HE TIED A SURVEY INTO
 LW3064'THIS STATION A NUMBER OF YEARS AGO.  HE FURNISHED ME WITH
 LW3064'ADDITIONAL REFERENCES.  A LARGE HOLE DUG WHERE HIS REFERENCES
 LW3064'INTERSECTED FAILED TO BRING TO LIGHT THE BURIED MARKER.
 LW3064'
 LW3064'THE BEACH GRASS WAS CUT OFF A LARGE AREA, BUT THE REFERENCE
 LW3064'MARK WAS NOT FOUND.
 LW3064'
 LW3064'THE PHRASE ON THE W SIDE OF THE ROAD LEADING FROM CHARLESTOWN
 LW3064'TO WAKEFIELD DOES NOT FIT THIS STATION.
 LW3064
 LW3064                          STATION RECOVERY (1934)
 LW3064
 LW3064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3064'A SEARCH WAS MADE FOR THE STATION BUT IT COULD NOT BE FOUND.  IT
 LW3064'IS PROBABLY COVERED DEEP IN THE SAND DUNE.  THE LARKIN COTTAGE
 LW3064'HAS BEEN MOVED BACK FROM THE BEACH ACCORDING TO THE NATIVES.  NONE
 LW3064'OF THE WITNESS MARKS WERE LOCATED.
 LW3064
 LW3064                          STATION RECOVERY (1954)
 LW3064
 LW3064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3064'STATION APPARENTLY LOST.  BEACH IS UNSTABLE IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5261 ***********************************************************************
 LW5261  DESIGNATION -  LI 001
 LW5261  PID         -  LW5261
 LW5261  STATE/COUNTY-  RI/PROVIDENCE
 LW5261  USGS QUAD   -  PAWTUCKET (1975)
 LW5261
 LW5261                         *CURRENT SURVEY CONTROL
 LW5261  ___________________________________________________________________
 LW5261* NAD 83(1996)-  41 56 37.56801(N)    071 28 35.19550(W)     ADJUSTED  
 LW5261* NAVD 88     -       101.820  (meters)     334.05   (feet)  ADJUSTED  
 LW5261  ___________________________________________________________________
 LW5261  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 LW5261  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW5261  DYNAMIC HT  -         101.789 (meters)     333.95  (feet)  COMP
 LW5261  MODELED GRAV-     980,312.1   (mgal)                       NAVD 88
 LW5261
 LW5261  HORZ ORDER  -  SECOND
 LW5261  VERT ORDER  -  SECOND    CLASS II
 LW5261
 LW5261.The horizontal coordinates were established by classical geodetic methods
 LW5261.and adjusted by the National Geodetic Survey in August 1998..
 LW5261
 LW5261.The orthometric height was determined by differential leveling
 LW5261.and adjusted by the National Geodetic Survey in June 1991..
 LW5261
 LW5261.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5261
 LW5261.The geoid height was determined by GEOID03.
 LW5261
 LW5261.The dynamic height is computed by dividing the NAVD 88
 LW5261.geopotential number by the normal gravity value computed on the
 LW5261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5261.degrees latitude (g = 980.6199 gals.).
 LW5261
 LW5261.The modeled gravity was interpolated from observed gravity values.
 LW5261
 LW5261;                    North         East     Units Scale Factor Converg.
 LW5261;SPC RI       -    95,562.957   101,953.404   MT  0.99999380   +0 00 56.7
 LW5261;SPC RI       -   313,526.13    334,492.13   sFT  0.99999380   +0 00 56.7
 LW5261;SPC MA M     -   854,823.981   201,953.367   MT  0.99997455   +0 00 57.0
 LW5261;SPC MA M     - 2,804,535.01    662,575.34   sFT  0.99997455   +0 00 57.0
 LW5261;UTM  19      - 4,646,499.204   294,719.481   MT  1.00011856   -1 39 21.0
 LW5261
 LW5261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5261!SPC RI       -   0.99998863  x   0.99999380  =   0.99998243
 LW5261!SPC MA M     -   0.99998863  x   0.99997455  =   0.99996318
 LW5261!UTM  19      -   0.99998863  x   1.00011856  =   1.00010719
 LW5261
 LW5261                          SUPERSEDED SURVEY CONTROL
 LW5261
 LW5261  NAD 83(1996)-  41 56 37.56799(N)    071 28 35.19552(W) AD(       ) 2
 LW5261  NAD 83(1992)-  41 56 37.56651(N)    071 28 35.19461(W) AD(       ) 2
 LW5261  NAD 83(1992)-  41 56 37.56650(N)    071 28 35.19462(W) AD(       ) 2
 LW5261  NAD 83(1986)-  41 56 37.56546(N)    071 28 35.19387(W) AD(       ) 2
 LW5261  NGVD 29 (12/24/91)  102.06   (m)          334.8    (f) LEVELING    3  
 LW5261
 LW5261.Superseded values are not recommended for survey control.
 LW5261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5261.See file dsdata.txt to determine how the superseded data were derived.
 LW5261
 LW5261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9471946499(NAD 83)
 LW5261_MARKER: DD = SURVEY DISK
 LW5261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5261_SP_SET: CONCRETE POST
 LW5261_STAMPING: LI 001 1985
 LW5261_MARK LOGO: RIGS  
 LW5261_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5261+STABILITY: SURFACE MOTION
 LW5261
 LW5261  HISTORY     - Date     Condition        Report By
 LW5261  HISTORY     - 1985     MONUMENTED       RIGS
 LW5261  HISTORY     - 1985     GOOD             RIGS
 LW5261
 LW5261                          STATION DESCRIPTION
 LW5261
 LW5261'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5261'THE STATION IS LOCATED ABOUT 3.9 KM (2.45 MI)
 LW5261'WEST-NORTHWEST OF ASHTON CENTER.
 LW5261'OWNERSHIP--STATE RIGHT OF WAY.
 LW5261'
 LW5261'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 146
 LW5261'AND 116, GO NORTH FOR 1.36 KM (0.85 MI) ON HIGHWAY 146 TO THE
 LW5261'INTERSTATE
 LW5261'295 SOUTHBOUND BRIDGE OVER 146 THE STATION IS AT THE NORTHEAST
 LW5261'CORNER OF THE BRIDGE.
 LW5261'
 LW5261'THE STATION IS A STANDARD RIGS DISK
 LW5261'STAMPED---LI 001 1985---,
 LW5261'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5261'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5261'10.7 METERS (35.0 FT) NORTH FROM THE CENTERLINE OF THE INTERSTATE
 LW5261'295 BRIDGE OVER STATE HIGHWAY 146,
 LW5261'6.9 METERS (22.5 FT) WEST-SOUTHWEST FROM THE END OF THE 295
 LW5261'NORTHEAST WINGWALL,
 LW5261'1.8 METERS (6.0 FT) EAST FROM THE INTERSECTION OF THE NORTHEAST
 LW5261'WINGWALL AND THE NORTHEAST HEADWALL OF THE 295 BRIDGE OVER THE
 LW5261'STATE HIGHWAY.
 LW5261'
 LW5261'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5261
 LW5261                          STATION RECOVERY (1985)
 LW5261
 LW5261'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5261'3.9 KM (2.45 MI) WNW FROM ASHTON CENTER.
 LW5261'THE STATION IS LOCATED ABOUT 3.9 KM (2.45 MI) WEST-NORTHWEST OF
 LW5261'ASHTON CENTER ON THE NORTH SIDE OF INTERSTATE HIGHWAY 295.
 LW5261'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5261'INTERSECTION OF STATE HIGHWAYS 146 AND 116, GO NORTH FOR 1.36 KM
 LW5261'(0.85 MI) ON HIGHWAY 146 TO THE INTERSTATE 295 SOUTHBOUND BRIDGE OVER
 LW5261'146 THE STATION IS AT THE NORTHEAST CORNER OF THE BRIDGE.  THE
 LW5261'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW5261'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 10.7 METERS
 LW5261'(35.0 FT) NORTH FROM THE CENTERLINE OF THE INTERSTATE 295 BRIDGE OVER
 LW5261'STATE HIGHWAY 146, 6.9 METERS (22.5 FT) WEST-SOUTHWEST FROM THE END
 LW5261'OF THE 295 NORTHEAST WINGWALL, 1.8 METERS (6.0 FT) EAST FROM THE
 LW5261'INTERSECTION OF THE NORTHEAST WINGWALL AND THE NORTHEAST HEADWALL OF
 LW5261'THE 295 BRIDGE OVER THE STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5262 ***********************************************************************
 LW5262  DESIGNATION -  LI 002
 LW5262  PID         -  LW5262
 LW5262  STATE/COUNTY-  RI/PROVIDENCE
 LW5262  USGS QUAD   -  PAWTUCKET (1975)
 LW5262
 LW5262                         *CURRENT SURVEY CONTROL
 LW5262  ___________________________________________________________________
 LW5262* NAD 83(1996)-  41 56 24.56599(N)    071 27 22.12057(W)     ADJUSTED  
 LW5262* NAVD 88     -        83.263  (meters)     273.17   (feet)  ADJUSTED  
 LW5262  ___________________________________________________________________
 LW5262  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 LW5262  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LW5262  DYNAMIC HT  -          83.238 (meters)     273.09  (feet)  COMP
 LW5262  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 LW5262
 LW5262  HORZ ORDER  -  SECOND
 LW5262  VERT ORDER  -  SECOND    CLASS II
 LW5262
 LW5262.The horizontal coordinates were established by classical geodetic methods
 LW5262.and adjusted by the National Geodetic Survey in August 1998..
 LW5262
 LW5262.The orthometric height was determined by differential leveling
 LW5262.and adjusted by the National Geodetic Survey in June 1991..
 LW5262
 LW5262.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5262
 LW5262.The geoid height was determined by GEOID03.
 LW5262
 LW5262.The dynamic height is computed by dividing the NAVD 88
 LW5262.geopotential number by the normal gravity value computed on the
 LW5262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5262.degrees latitude (g = 980.6199 gals.).
 LW5262
 LW5262.The modeled gravity was interpolated from observed gravity values.
 LW5262
 LW5262;                    North         East     Units Scale Factor Converg.
 LW5262;SPC RI       -    95,162.465   103,636.833   MT  0.99999391   +0 01 45.5
 LW5262;SPC RI       -   312,212.19    340,015.18   sFT  0.99999391   +0 01 45.5
 LW5262;SPC MA M     -   854,423.500   203,636.764   MT  0.99997483   +0 01 46.1
 LW5262;SPC MA M     - 2,803,221.10    668,098.28   sFT  0.99997483   +0 01 46.1
 LW5262;UTM  19      - 4,646,049.724   296,390.712   MT  1.00011015   -1 38 31.7
 LW5262
 LW5262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5262!SPC RI       -   0.99999154  x   0.99999391  =   0.99998545
 LW5262!SPC MA M     -   0.99999154  x   0.99997483  =   0.99996637
 LW5262!UTM  19      -   0.99999154  x   1.00011015  =   1.00010169
 LW5262
 LW5262                          SUPERSEDED SURVEY CONTROL
 LW5262
 LW5262  NAD 83(1996)-  41 56 24.56597(N)    071 27 22.12057(W) AD(       ) 2
 LW5262  NAD 83(1992)-  41 56 24.56454(N)    071 27 22.11966(W) AD(       ) 2
 LW5262  NAD 83(1992)-  41 56 24.56452(N)    071 27 22.11967(W) AD(       ) 2
 LW5262  NAD 83(1986)-  41 56 24.56351(N)    071 27 22.11876(W) AD(       ) 2
 LW5262  NGVD 29 (12/24/91)   83.50   (m)          273.9    (f) LEVELING    3  
 LW5262
 LW5262.Superseded values are not recommended for survey control.
 LW5262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5262.See file dsdata.txt to determine how the superseded data were derived.
 LW5262
 LW5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9639146050(NAD 83)
 LW5262_MARKER: DD = SURVEY DISK
 LW5262_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW5262_SP_SET: SIDEWALK
 LW5262_STAMPING: LI 002 1985
 LW5262_MARK LOGO: RIGS  
 LW5262_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5262
 LW5262  HISTORY     - Date     Condition        Report By
 LW5262  HISTORY     - 1985     MONUMENTED       RIGS
 LW5262  HISTORY     - 1985     GOOD             RIGS
 LW5262
 LW5262                          STATION DESCRIPTION
 LW5262
 LW5262'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5262'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI)
 LW5262'SOUTH-SOUTHWEST OF ALBION CENTER.
 LW5262'OWNERSHIP--STATE RIGHT OF WAY.
 LW5262'
 LW5262'TO REACH THE STATION FROM THE INTERSTATE 295 BRIDGE OVER STATE
 LW5262'HIGHWAY 146, GO NORTH FOR 1.6 KM (1.0 MI) ON INTERSTATE 295 TO
 LW5262'STATE HIGHWAY 126 BRIDGE OVER 295 TO THE STATION NEAR THE SOUTHEAST
 LW5262'CORNER OF THE BRIDGE SET IN THE CONCRETE SIDEWALK.
 LW5262'
 LW5262'THE STATION IS A STANDARD RIGS DISK
 LW5262'STAMPED---LI 002 1985---,
 LW5262'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH GROUND.
 LW5262'10.0 METERS (33.0 FT) EAST-NORTHEAST FROM THE CENTER OF A
 LW5262'BLACKSTONE VALLEY ELECTRIC MANHOLE,
 LW5262'5.2 METERS (17.0 FT) NORTHEAST FROM THE CENTERLINE OF STATE HIGHWAY
 LW5262'126,
 LW5262'5.0 METERS (16.5 FT) NORTHWEST FROM THE END OF THE SOUTHEASTERLY
 LW5262'BRIDGE WALL.
 LW5262'
 LW5262'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5262
 LW5262                          STATION RECOVERY (1985)
 LW5262
 LW5262'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5262'1.2 KM (0.75 MI) SSW FROM ALBION CENTER.
 LW5262'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) SOUTH-SOUTHWEST OF
 LW5262'ALBION CENTER NEAR THE SOUTHEAST END OF THE STATE HIGHWAY 126 BRIDGE
 LW5262'OVER I 295.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION
 LW5262'FROM THE INTERSTATE 295 BRIDGE OVER STATE HIGHWAY 146, GO NORTH FOR
 LW5262'1.6 KM (1.0 MI) ON INTERSTATE 295 TO STATE HIGHWAY 126 BRIDGE OVER
 LW5262'295 TO THE STATION ON THE BRIDGE SET IN THE CONCRETE SIDEWALK.  THE
 LW5262'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF AN IRREGULAR MASS
 LW5262'OF CONCRETE FLUSH WITH GROUND.  10.0 METERS (33.0 FT) EAST-NORTHEAST
 LW5262'FROM THE CENTER OF A BLACKSTONE VALLEY ELECTRIC MANHOLE, 5.2 METERS
 LW5262'(17.0 FT) NORTHEAST FROM THE CENTERLINE OF STATE HIGHWAY 126, 5.0
 LW5262'METERS (16.5 FT) NORTHWEST FROM THE END OF THE SOUTHEASTERLY BRIDGE
 LW5262'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5263 ***********************************************************************
 LW5263  DESIGNATION -  LI 003
 LW5263  PID         -  LW5263
 LW5263  STATE/COUNTY-  RI/PROVIDENCE
 LW5263  USGS QUAD   -  PAWTUCKET (1975)
 LW5263
 LW5263                         *CURRENT SURVEY CONTROL
 LW5263  ___________________________________________________________________
 LW5263* NAD 83(1996)-  41 56 29.79457(N)    071 26 38.46286(W)     ADJUSTED  
 LW5263* NAVD 88     -        53.729  (meters)     176.28   (feet)  ADJUSTED  
 LW5263  ___________________________________________________________________
 LW5263  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 LW5263  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LW5263  DYNAMIC HT  -          53.713 (meters)     176.22  (feet)  COMP
 LW5263  MODELED GRAV-     980,319.0   (mgal)                       NAVD 88
 LW5263
 LW5263  HORZ ORDER  -  SECOND
 LW5263  VERT ORDER  -  SECOND    CLASS II
 LW5263
 LW5263.The horizontal coordinates were established by classical geodetic methods
 LW5263.and adjusted by the National Geodetic Survey in August 1998..
 LW5263
 LW5263.The orthometric height was determined by differential leveling
 LW5263.and adjusted by the National Geodetic Survey in June 1991..
 LW5263
 LW5263.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5263
 LW5263.The geoid height was determined by GEOID03.
 LW5263
 LW5263.The dynamic height is computed by dividing the NAVD 88
 LW5263.geopotential number by the normal gravity value computed on the
 LW5263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5263.degrees latitude (g = 980.6199 gals.).
 LW5263
 LW5263.The modeled gravity was interpolated from observed gravity values.
 LW5263
 LW5263;                    North         East     Units Scale Factor Converg.
 LW5263;SPC RI       -    95,324.369   104,642.405   MT  0.99999402   +0 02 14.7
 LW5263;SPC RI       -   312,743.37    343,314.29   sFT  0.99999402   +0 02 14.7
 LW5263;SPC MA M     -   854,585.404   204,642.316   MT  0.99997472   +0 02 15.4
 LW5263;SPC MA M     - 2,803,752.28    671,397.33   sFT  0.99997472   +0 02 15.4
 LW5263;UTM  19      - 4,646,182.243   297,400.694   MT  1.00010511   -1 38 02.7
 LW5263
 LW5263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5263!SPC RI       -   0.99999617  x   0.99999402  =   0.99999019
 LW5263!SPC MA M     -   0.99999617  x   0.99997472  =   0.99997089
 LW5263!UTM  19      -   0.99999617  x   1.00010511  =   1.00010128
 LW5263
 LW5263                          SUPERSEDED SURVEY CONTROL
 LW5263
 LW5263  NAD 83(1996)-  41 56 29.79454(N)    071 26 38.46286(W) AD(       ) 2
 LW5263  NAD 83(1992)-  41 56 29.79314(N)    071 26 38.46194(W) AD(       ) 2
 LW5263  NAD 83(1992)-  41 56 29.79312(N)    071 26 38.46195(W) AD(       ) 2
 LW5263  NAD 83(1986)-  41 56 29.79213(N)    071 26 38.46098(W) AD(       ) 2
 LW5263  NGVD 29 (12/24/91)   53.97   (m)          177.1    (f) LEVELING    3  
 LW5263
 LW5263.Superseded values are not recommended for survey control.
 LW5263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5263.See file dsdata.txt to determine how the superseded data were derived.
 LW5263
 LW5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9740146182(NAD 83)
 LW5263_MARKER: DD = SURVEY DISK
 LW5263_SETTING: 80 = SET IN A BOULDER
 LW5263_SP_SET: BOULDER
 LW5263_STAMPING: LI 003 1985
 LW5263_MARK LOGO: RIGS  
 LW5263_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5263+STABILITY: SURFACE MOTION
 LW5263
 LW5263  HISTORY     - Date     Condition        Report By
 LW5263  HISTORY     - 1985     MONUMENTED       RIGS
 LW5263  HISTORY     - 1985     GOOD             RIGS
 LW5263
 LW5263                          STATION DESCRIPTION
 LW5263
 LW5263'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5263'THE STATION IS LOCATED ABOUT 1.4 KM (0.85 MI)
 LW5263'SOUTHEAST OF ALBION CENTER.
 LW5263'OWNERSHIP--STATE RIGHT OF WAY.
 LW5263'
 LW5263'TO REACH THE STATION FROM THE INTERSTATE 295 BRIDGE OVER STATE
 LW5263'HIGHWAY 146, GO EAST FOR 2.7 KM (1.7 MI) ON INTERSTATE 295 NORTH TO
 LW5263'THE STATION ON THE MEDIAN AND TO THE LEFT.
 LW5263'
 LW5263'THE STATION IS A STANDARD RIGS DISK
 LW5263'STAMPED---LI 003 1985---,
 LW5263'SET INTO A PARTIALLY EXPOSED BOULDER 1.7 FEET LARGEST DIMENSION,
 LW5263'23.8 METERS (78.0 FT) SOUTH FROM THE EDGE OF PAVEMENT OF INTERSTATE
 LW5263'295 SOUTHBOUND,
 LW5263'22.6 METERS (74.0 FT) NORTH FROM THE EDGE OF PAVEMENT OF 295
 LW5263'NORTHBOUND,
 LW5263'15.8 METERS (52.0 FT) NORTH-NORTHEAST FROM THE FACE OF THE HIGH
 LW5263'POINT OF A LEDGE CUT IN THE MEDIAN,
 LW5263'1.8 METERS (5.8 FT) WEST FROM A FIBERGLASS WITNESS POST.
 LW5263'
 LW5263'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5263
 LW5263                          STATION RECOVERY (1985)
 LW5263
 LW5263'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5263'1.4 KM (0.85 MI) SE FROM ALBION CENTER.
 LW5263'THE STATION IS LOCATED ABOUT 1.4 KM (0.85 MI) SOUTHEAST OF ALBION
 LW5263'CENTER IN THE MEDIAN OF INTERSTATE 295.  OWNERSHIP--STATE RIGHT OF
 LW5263'WAY.  TO REACH THE STATION FROM THE INTERSTATE 295 BRIDGE OVER STATE
 LW5263'HIGHWAY 146, GO EAST FOR 2.7 KM (1.7 MI) ON INTERSTATE 295 NORTH TO
 LW5263'THE STATION ON THE MEDIAN AND TO THE LEFT.  THE STATION IS A STANDARD
 LW5263'RIGS DISK SET INTO A PARTIALLY EXPOSED BOULDER 1.7 FEET LARGEST
 LW5263'DIMENSION, 23.8 METERS (78.0 FT) SOUTH FROM THE EDGE OF PAVEMENT OF
 LW5263'INTERSTATE 295 SOUTHBOUND, 22.6 METERS (74.0 FT) NORTH FROM THE EDGE
 LW5263'OF PAVEMENT OF 295 NORTHBOUND, 15.8 METERS (52.0 FT) NORTH-NORTHEAST
 LW5263'FROM THE FACE OF THE HIGH POINT OF A LEDGE CUT IN THE MEDIAN, 1.8
 LW5263'METERS (5.8 FT) WEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5551 ***********************************************************************
 LW5551  DESIGNATION -  LI 004
 LW5551  PID         -  LW5551
 LW5551  STATE/COUNTY-  RI/PROVIDENCE
 LW5551  USGS QUAD   -  PAWTUCKET (1975)
 LW5551
 LW5551                         *CURRENT SURVEY CONTROL
 LW5551  ___________________________________________________________________
 LW5551* NAD 83(1996)-  41 53 18.64520(N)    071 26 14.32143(W)     ADJUSTED  
 LW5551* NAVD 88     -        63.0    (meters)     207.     (feet)  VERTCON   
 LW5551  ___________________________________________________________________
 LW5551  X           -   1,513,812.244 (meters)                     COMP
 LW5551  Y           -  -4,507,910.805 (meters)                     COMP
 LW5551  Z           -   4,236,415.736 (meters)                     COMP
 LW5551  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 LW5551  ELLIP HEIGHT-          33.60  (meters)          (06/13/02) GPS OBS
 LW5551  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW5551
 LW5551  HORZ ORDER  -  THIRD
 LW5551  ELLP ORDER  -  FOURTH    CLASS II
 LW5551
 LW5551.The horizontal coordinates were established by GPS observations
 LW5551.and adjusted by the National Geodetic Survey in August 1998..
 LW5551
 LW5551.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5551
 LW5551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5551
 LW5551.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5551
 LW5551.The ellipsoidal height was determined by GPS observations
 LW5551.and is referenced to NAD 83.
 LW5551
 LW5551.The geoid height was determined by GEOID03.
 LW5551
 LW5551;                    North         East     Units Scale Factor Converg.
 LW5551;SPC RI       -    89,427.214   105,202.813   MT  0.99999408   +0 02 30.7
 LW5551;SPC RI       -   293,395.78    345,152.90   sFT  0.99999408   +0 02 30.7
 LW5551;SPC MA M     -   848,688.352   205,202.737   MT  0.99997931   +0 02 31.6
 LW5551;SPC MA M     - 2,784,405.03    673,235.98   sFT  0.99997931   +0 02 31.6
 LW5551;UTM  19      - 4,640,270.607   297,788.982   MT  1.00010318   -1 37 40.4
 LW5551
 LW5551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5551!SPC RI       -   0.99999473  x   0.99999408  =   0.99998881
 LW5551!SPC MA M     -   0.99999473  x   0.99997931  =   0.99997404
 LW5551!UTM  19      -   0.99999473  x   1.00010318  =   1.00009791
 LW5551
 LW5551                          SUPERSEDED SURVEY CONTROL
 LW5551
 LW5551  ELLIP H (08/17/98)   33.61   (m)                       GP(       ) 4 1
 LW5551  NAD 83(1996)-  41 53 18.64501(N)    071 26 14.32132(W) AD(       ) 3
 LW5551  NAD 83(1992)-  41 53 18.64379(N)    071 26 14.32054(W) AD(       ) 3
 LW5551  ELLIP H (01/17/96)   33.58   (m)                       GP(       ) 4 2
 LW5551  NAD 83(1992)-  41 53 18.64365(N)    071 26 14.32062(W) AD(       ) 3
 LW5551  NAD 83(1986)-  41 53 18.64344(N)    071 26 14.31988(W) AD(       ) 3
 LW5551  NGVD 29 (07/30/91)   63.2    (m)          207.     (f) GPS OBS        
 LW5551
 LW5551.Superseded values are not recommended for survey control.
 LW5551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5551.See file dsdata.txt to determine how the superseded data were derived.
 LW5551
 LW5551_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9778940271(NAD 83)
 LW5551_MARKER: DD = SURVEY DISK
 LW5551_SETTING: 66 = SET IN ROCK OUTCROP
 LW5551_SP_SET: ROCK OUTCROP
 LW5551_STAMPING: LI 004 1989
 LW5551_MARK LOGO: RIGS  
 LW5551_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5551+STABILITY: POSITION/ELEVATION WELL
 LW5551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5551+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5551
 LW5551  HISTORY     - Date     Condition        Report By
 LW5551  HISTORY     - 1989     MONUMENTED       RIGS
 LW5551
 LW5551                          STATION DESCRIPTION
 LW5551
 LW5551'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5551'THE STATION IS LOCATED ABOUT 2.24 KM (1.40 MI) WEST OF SAYLESVILLE
 LW5551'CENTER. OWNERSHIP-- STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY,
 LW5551'401 277-2814.
 LW5551'TO REACH FROM THE STATE HIGHWAY 146 BRIDGE OVER STATE HIGHWAY 15,
 LW5551'MINERAL SPRING AVENUE, GO NORTH ON 3.2 KM (2.00 MI) ON STATE HIGHWAY
 LW5551'146 TO THE LINCOLN WOODS EXIT, TAKE EXIT TO END, TURN LEFT, GO EAST
 LW5551'0.48 KM (0.30 MI) ON TWIN RIVER ROAD TO A TEE JUNCTION, TURN RIGHT, GO
 LW5551'SOUTH 0.88 KM (0.55 MI) ON LES DAWSON LOOP TO A SMALL PARKING AREA ON
 LW5551'THE LEFT, TURN LEFT, GO SOUTHEAST 91.5 M (300.2 FT) TO THE SOUTHEAST
 LW5551'CORNER OF THE PARKING AREA, CONTINUE 30.5 M (100.1 FT) SOUTHEAST TO
 LW5551'THE STATION AS DESCRIBED.
 LW5551'THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL HOLE IN A ROCK
 LW5551'OUTCROP OF 10.0 M (32.8 FT) LARGEST DIMENSION. IT IS 15.66 M
 LW5551'(51.4 FT) SOUTHEAST FROM A ROUND METAL MANHOLE COVER IN THE SIDEWALK,
 LW5551'11.95 M (39.2 FT) WEST NORTHWEST FROM THE SOUTHWEST CORNER OF A SMALL
 LW5551'GLASS TOWER, 7.16 M (23.5 FT) SOUTHWEST FROM THE SOUTH CORNER OF WHERE
 LW5551'A CONCRETE SIDEWALK AND COBBLESTONES MEET, 1.20 M (3.9 FT) EAST FROM
 LW5551'THE WEST EDGE OF THE ROCK OUTCROP, AND 1.0 M (3.3 FT) FEET ABOVE THE
 LW5551'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5260 ***********************************************************************
 LW5260  DESIGNATION -  LI 005 V
 LW5260  PID         -  LW5260
 LW5260  STATE/COUNTY-  RI/PROVIDENCE
 LW5260  USGS QUAD   -  PAWTUCKET (1975)
 LW5260
 LW5260                         *CURRENT SURVEY CONTROL
 LW5260  ___________________________________________________________________
 LW5260* NAD 83(1986)-  41 56 21.     (N)    071 29 12.     (W)     SCALED    
 LW5260* NAVD 88     -       109.787  (meters)     360.19   (feet)  ADJUSTED  
 LW5260  ___________________________________________________________________
 LW5260  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LW5260  DYNAMIC HT  -         109.753 (meters)     360.08  (feet)  COMP
 LW5260  MODELED GRAV-     980,309.4   (mgal)                       NAVD 88
 LW5260
 LW5260  VERT ORDER  -  SECOND    CLASS II
 LW5260
 LW5260.The horizontal coordinates were scaled from a topographic map and have
 LW5260.an estimated accuracy of +/- 6 seconds.
 LW5260
 LW5260.The orthometric height was determined by differential leveling
 LW5260.and adjusted by the National Geodetic Survey in June 1991..
 LW5260
 LW5260.The geoid height was determined by GEOID03.
 LW5260
 LW5260.The dynamic height is computed by dividing the NAVD 88
 LW5260.geopotential number by the normal gravity value computed on the
 LW5260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5260.degrees latitude (g = 980.6199 gals.).
 LW5260
 LW5260.The modeled gravity was interpolated from observed gravity values.
 LW5260
 LW5260;                    North         East    Units  Estimated Accuracy
 LW5260;SPC RI       -    95,050.      101,110.      MT  (+/- 180 meters Scaled)
 LW5260
 LW5260                          SUPERSEDED SURVEY CONTROL
 LW5260
 LW5260.No superseded survey control is available for this station.
 LW5260
 LW5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG938460(NAD 83)
 LW5260_MARKER: DD = SURVEY DISK
 LW5260_SETTING: 66 = SET IN ROCK OUTCROP
 LW5260_SP_SET: ROCK CUT
 LW5260_STAMPING: LI 005 V 1985
 LW5260_MARK LOGO: RIGS  
 LW5260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5260+STABILITY: POSITION/ELEVATION WELL
 LW5260
 LW5260  HISTORY     - Date     Condition        Report By
 LW5260  HISTORY     - 1985     MONUMENTED       RIGS
 LW5260
 LW5260                          STATION DESCRIPTION
 LW5260
 LW5260'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5260'3.3 KM (2.0 MI) SSW FROM MANNEVILLE.
 LW5260'THE STATION IS LOCATED ABOUT 1.8 KM (1.1 MI) NORTH OF THE NORTH
 LW5260'CENTRAL AIRPORT ON THE NORTH SIDE OF INTERSTATE 295, AND NEAR EAST
 LW5260'END OF A HIGH ROCK CUT.  OWNERSHIP--STATE RIGHT OF WAY TO REACH THE
 LW5260'STATION FROM THE I-295 BRIDGE OF STATE HIGHWAY 146, GO WEST FOR 1.2
 LW5260'KM (0.7 MI) ON I-295 TO THE MARK ON THE RIGHT.  THE STATION IS A
 LW5260'STANDARD RIGS DISK SET INTO A DRILL HOLE IN BEDROCK, 14.0 METERS (46
 LW5260'FT) WEST-NORTHWEST FROM THE WEST END OF A METAL GUARD RAIL, 3.8
 LW5260'METERS (12.5 FT) WEST FROM THE EXPOSED ROCK AT THE END OF THE LEDGE
 LW5260'CUT, 2.47 METERS (8.0 FT) NORTH FROM A FIBERGLASS WITNESS POST, 0.4
 LW5260'METERS (1.4 FT) NORTH FROM THE EDGE OF THE 3 FOOT HIGH ROCK FACE.
 LW5260'THE MARK IS ABOUT LEVEL WITH THE PAVEMENT OF I-295.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2758 ***********************************************************************
 LW2758  DESIGNATION -  LINCOLN
 LW2758  PID         -  LW2758
 LW2758  STATE/COUNTY-  RI/PROVIDENCE
 LW2758  USGS QUAD   -  PAWTUCKET (1975)
 LW2758
 LW2758                         *CURRENT SURVEY CONTROL
 LW2758  ___________________________________________________________________
 LW2758* NAD 83(1996)-  41 53 37.54364(N)    071 26 26.01948(W)     ADJUSTED  
 LW2758* NAVD 88     -        93.7    (meters)     307.     (feet)  VERTCON   
 LW2758  ___________________________________________________________________
 LW2758  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 LW2758  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW2758
 LW2758  HORZ ORDER  -  FIRST
 LW2758
 LW2758.The horizontal coordinates were established by classical geodetic methods
 LW2758.and adjusted by the National Geodetic Survey in August 1998..
 LW2758
 LW2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2758
 LW2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2758
 LW2758.The geoid height was determined by GEOID03.
 LW2758
 LW2758;                    North         East     Units Scale Factor Converg.
 LW2758;SPC RI       -    90,010.094   104,932.721   MT  0.99999405   +0 02 22.9
 LW2758;SPC RI       -   295,308.12    344,266.77   sFT  0.99999405   +0 02 22.9
 LW2758;SPC MA M     -   849,271.223   204,932.647   MT  0.99997882   +0 02 23.7
 LW2758;SPC MA M     - 2,786,317.34    672,349.86   sFT  0.99997882   +0 02 23.7
 LW2758;UTM  19      - 4,640,861.174   297,535.962   MT  1.00010444   -1 37 48.9
 LW2758
 LW2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2758!SPC RI       -   0.99998992  x   0.99999405  =   0.99998397
 LW2758!SPC MA M     -   0.99998992  x   0.99997882  =   0.99996874
 LW2758!UTM  19      -   0.99998992  x   1.00010444  =   1.00009436
 LW2758
 LW2758:                Primary Azimuth Mark                     Grid Az
 LW2758:SPC RI       -  BEAR HILL 2                              036 17 10.1
 LW2758:SPC MA M     -  BEAR HILL 2                              036 17 09.3
 LW2758:UTM  19      -  BEAR HILL 2                              037 57 21.9
 LW2758
 LW2758|---------------------------------------------------------------------|
 LW2758| PID    Reference Object                     Distance      Geod. Az  |
 LW2758|                                                           dddmmss.s |
 LW2758| LW2768 BEAR HILL 2                         APPROX. 7.2 KM 0361933.0 |
 LW2758| LW2749 VALLEY FALLS RAD WXTR N MAST        APPROX. 3.7 KM 0691556.4 |
 LW2758| LW2751 VALLEY FALLS ST PATRICK CH          APPROX. 4.3 KM 0692601.7 |
 LW2758| LW2732 VALLEY FALLS TOWN HALL CUPOLA       APPROX. 4.2 KM 0794656.3 |
 LW2758| LW2733 VALLEY FALLS CADILLAC TEX TANK      APPROX. 3.9 KM 0814055.4 |
 LW2758| LW2748 CENTRAL FALLS CORNING WORKS TK      APPROX. 4.5 KM 0865702.6 |
 LW2758| LW2756 PAWTUCKET CUMBERLAND ENGR TANK      APPROX. 5.3 KM 0885654.6 |
 LW2758| LW2604 PAWTUCKET ST CECILE CATH CH         APPROX. 7.2 KM 0952544.2 |
 LW2758| LW2747 CENTRAL FALLS SACRED H CATH CH      APPROX. 4.4 KM 0974838.9 |
 LW2758| LW2754 CENTRAL FALLS TRINITY CATH CH       APPROX. 3.7 KM 0981306.3 |
 LW2758| LW2752 CENTRAL FALLS CITY HALL CUPOLA      APPROX. 4.5 KM 0991246.1 |
 LW2758| LW2634 REHOBOTH TV STATION WJAR MAST       APPROX.13.1 KM 1034931.5 |
 LW2758| LW2737 PAWTUCKET FIRST BAP CH SPIRE        APPROX. 5.5 KM 1053816.5 |
 LW2758| LW2736 PAWTUCKET HIGH SCHOOL CUPOLA        APPROX. 5.2 KM 1063528.2 |
 LW2758| LW2605 PAWTUCKET ST JOSEPHS CATH CH        APPROX. 5.9 KM 1075303.4 |
 LW2758| LW2742 PAWTUCKET CITY HALL TOWER           APPROX. 5.1 KM 1084223.2 |
 LW2758| LW2744 LINCOLN TOWN MUNICIPAL TANK         APPROX. 1.6 KM 1165903.0 |
 LW2758| LW2721 PAWTUCKET ST GEAN CATH CH           APPROX. 4.3 KM 1225527.8 |
 LW2758| CB7854 LINCOLN RM 2                         23.745 METERS 13418     |
 LW2758| LW2700 PROVIDENCE ST ANNS CATH CH          APPROX. 5.0 KM 1603256.5 |
 LW2758| LW2697 PROVIDENCE ST EDWARDS CATH CH       APPROX. 4.3 KM 1782229.0 |
 LW2758| LW2696 PROVIDENCE RAD WICE CEN MAST        APPROX. 4.2 KM 1842646.0 |
 LW2758| LW2750 LONSDALE FIRE TOWER                 APPROX. 2.3 KM 3135426.7 |
 LW2758| CB7853 LINCOLN RM 1                         23.823 METERS 35707     |
 LW2758| LW2740 LINCOLN TOWN MUN STANDPIPE          APPROX. 4.0 KM 3591318.3 |
 LW2758|---------------------------------------------------------------------|
 LW2758
 LW2758                          SUPERSEDED SURVEY CONTROL
 LW2758
 LW2758  NAD 83(1996)-  41 53 37.54360(N)    071 26 26.01945(W) AD(       ) 1
 LW2758  NAD 83(1992)-  41 53 37.54213(N)    071 26 26.01865(W) AD(       ) 1
 LW2758  NAD 83(1992)-  41 53 37.54210(N)    071 26 26.01864(W) AD(       ) 1
 LW2758  NAD 83(1986)-  41 53 37.54080(N)    071 26 26.01796(W) AD(       ) 1
 LW2758  NAD 27      -  41 53 37.18315(N)    071 26 27.80634(W) AD(       ) 1
 LW2758  NGVD 29 (07/19/86)   93.9    (m)          308.     (f) VERT ANG       
 LW2758
 LW2758.Superseded values are not recommended for survey control.
 LW2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2758.See file dsdata.txt to determine how the superseded data were derived.
 LW2758
 LW2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9753640861(NAD 83)
 LW2758_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2758+STABILITY: SURFACE MOTION
 LW2758
 LW2758  HISTORY     - Date     Condition        Report By
 LW2758  HISTORY     - 1968     MONUMENTED       CGS
 LW2758
 LW2758                          STATION DESCRIPTION
 LW2758
 LW2758'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2758'STATION IS LOCATED ABOUT 5 MILES NORTH OF CENTER OF DOWNTOWN
 LW2758'PROVIDENCE, 3-1/4 MILES WEST-NORTHWEST OF CENTER OF DOWNTOWN
 LW2758'PAWTUCKET, 1/4 MILE EAST OF STATE HIGHWAY 146, JUST NORTH OF OLNEY
 LW2758'POND, ON A HILL AT THE WEST EDGE OF LINCOLN WOODS STATE PARK
 LW2758'AND ON PROPERTY OF STATE OF RHODE ISLAND.
 LW2758'
 LW2758'TO REACH FROM WHERE STATE HIGHWAY 146 CROSSES OVER STATE
 LW2758'HIGHWAY 15, AT THE NORTH EDGE OF PROVIDENCE, GO NORTH ON STATE
 LW2758'HIGHWAY 146 (DUAL LANE ROAD) FOR 2.1 MILES TO THE EXIT TO
 LW2758'LINCOLN DOWN AND LINCOLN WOODS.  KEEP RIGHT ON EXIT AND GO EAST
 LW2758'AND SOUTH FOR 0.15 MILE TO BREAKNECK ROAD.  KEEP LEFT AS PER SIGN
 LW2758'LINCOLN WOODS AND GO EASTERLY FOR 0.4 MILES TO A T
 LW2758'INTERSECTION.  TURN RIGHT AND GO SOUTH AND SOUTHWEST FOR 0.35
 LW2758'MILE TO SURFACED ROAD ON LEFT AND A DIM TRACK ROAD ON RIGHT.
 LW2758'TURN RIGHT ON DIM TRACK ROAD AND GO NORTHERLY UP HILL FOR
 LW2758'0.2 MILE TO SUMMIT OF HILL, A LARGE BOULDER ON RIGHT AND
 LW2758'STATION AS DESCRIBED.
 LW2758'
 LW2758'STATION MARK, STAMPED LINCOLN 1968, IS SET 1 INCH BELOW THE
 LW2758'SURFACE OF THE GROUND.  IT IS 82 FEET SOUTH OF A 15-INCH TRIANGLE
 LW2758'BLAZED OAK TREE, 47 FEET SOUTHWEST OF A 10-INCH TRIANGLE BLAZED
 LW2758'OAK TREE, 40 FEET WEST OF A LARGE BOULDER THAT IS 6 FEET HIGH AND
 LW2758'4.1 FEET EAST OF A METAL WITNESS POST.
 LW2758'
 LW2758'RM 1, STAMPED LINCOLN NO 1 1968, IS CEMENTED IN A DRILL HOLE
 LW2758'IN A TRIANGLE SHAPED 5 BY 5 FOOT BOULDER WHICH PROJECTS ABOUT 18
 LW2758'INCHES.  IT IS 5 FEET SOUTH OF A 15-INCH TRIANGLE BLAZED OAK
 LW2758'TREE AND 4.4 FEET EAST OF A METAL WITNESS POST.
 LW2758'
 LW2758'RM 2, STAMPED LINCOLN NO 2 1968, IS CEMENTED IN A DRILL HOLE
 LW2758'IN A 3 BY 3-1/2 FOOT BEDROCK FORMATION WHICH PROJECTS ABOUT 15
 LW2758'INCHES.  IT IS 24 FEET EAST OF CENTER OF A DIM TRACK ROAD, 19.5
 LW2758'FEET WEST OF A TWIN TRUNK TRIANGLE BLAZED OAK TREE AND 6.6 FEET
 LW2758'SOUTH OF A METAL WITNESS POST.
 LW2758'
 LW2758'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2740 ***********************************************************************
 LW2740  DESIGNATION -  LINCOLN TOWN MUN STANDPIPE
 LW2740  PID         -  LW2740
 LW2740  STATE/COUNTY-  RI/PROVIDENCE
 LW2740  USGS QUAD   -  PAWTUCKET (1975)
 LW2740
 LW2740                         *CURRENT SURVEY CONTROL
 LW2740  ___________________________________________________________________
 LW2740* NAD 83(1996)-  41 55 46.43355(N)    071 26 28.36411(W)     ADJUSTED  
 LW2740* NAVD 88     -                                                        
 LW2740  ___________________________________________________________________
 LW2740  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 LW2740  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LW2740
 LW2740  HORZ ORDER  -  THIRD
 LW2740
 LW2740.The horizontal coordinates were established by classical geodetic methods
 LW2740.and adjusted by the National Geodetic Survey in August 1998..
 LW2740
 LW2740
 LW2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2740
 LW2740.The geoid height was determined by GEOID03.
 LW2740
 LW2740;                    North         East     Units Scale Factor Converg.
 LW2740;SPC RI       -    93,986.701   104,875.947   MT  0.99999404   +0 02 21.4
 LW2740;SPC RI       -   308,354.70    344,080.50   sFT  0.99999404   +0 02 21.4
 LW2740;SPC MA M     -   853,247.761   204,875.858   MT  0.99997568   +0 02 22.2
 LW2740;SPC MA M     - 2,799,363.70    672,163.54   sFT  0.99997568   +0 02 22.2
 LW2740;UTM  19      - 4,644,838.184   297,595.144   MT  1.00010414   -1 37 54.5
 LW2740
 LW2740                          SUPERSEDED SURVEY CONTROL
 LW2740
 LW2740  NAD 83(1996)-  41 55 46.43354(N)    071 26 28.36407(W) AD(       ) 4
 LW2740  NAD 83(1992)-  41 55 46.43206(N)    071 26 28.36324(W) AD(       ) 4
 LW2740  NAD 83(1992)-  41 55 46.43204(N)    071 26 28.36323(W) AD(       ) 4
 LW2740  NAD 83(1986)-  41 55 46.43119(N)    071 26 28.36252(W) AD(       ) 4
 LW2740  NAD 27      -  41 55 46.07527(N)    071 26 30.14914(W) AD(       ) 3
 LW2740
 LW2740.Superseded values are not recommended for survey control.
 LW2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2740.See file dsdata.txt to determine how the superseded data were derived.
 LW2740
 LW2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9759544838(NAD 83)
 LW2740_MARKER: 52 = STANDPIPE TANK
 LW2740_SETTING: 0 = UNSPECIFIED SETTING
 LW2740
 LW2740  HISTORY     - Date     Condition        Report By
 LW2740  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2740  HISTORY     - 1987     GOOD             RIGS
 LW2740
 LW2740                          STATION DESCRIPTION
 LW2740
 LW2740'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2740'THE STATION, LINCOLN TOWN MUNICIPAL STANDPIPE, IS THE TOP
 LW2740'CENTER OF A LARGE SILVER CYLINDRICAL TANK WHICH IS ABOUT 125
 LW2740'FEET IN HEIGHT.
 LW2740'
 LW2740'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 116 AND
 LW2740'126 (JUST NORTH OF THE SMALL TOWN OF LINCOLN), GO SOUTH ON STATE
 LW2740'HIGHWAY 126 FOR 0.65 MILE TO THE STATION ON THE RIGHT.
 LW2740
 LW2740                          STATION RECOVERY (1987)
 LW2740
 LW2740'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2740'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2740'
 LW2740'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2744 ***********************************************************************
 LW2744  DESIGNATION -  LINCOLN TOWN MUNICIPAL TANK
 LW2744  PID         -  LW2744
 LW2744  STATE/COUNTY-  RI/PROVIDENCE
 LW2744  USGS QUAD   -  PAWTUCKET (1975)
 LW2744
 LW2744                         *CURRENT SURVEY CONTROL
 LW2744  ___________________________________________________________________
 LW2744* NAD 83(1996)-  41 53 14.36876(N)    071 25 25.12128(W)     ADJUSTED  
 LW2744* NAVD 88     -                                                        
 LW2744  ___________________________________________________________________
 LW2744  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LW2744  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LW2744
 LW2744  HORZ ORDER  -  THIRD
 LW2744
 LW2744.The horizontal coordinates were established by classical geodetic methods
 LW2744.and adjusted by the National Geodetic Survey in August 1998..
 LW2744
 LW2744
 LW2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2744
 LW2744.The geoid height was determined by GEOID03.
 LW2744
 LW2744;                    North         East     Units Scale Factor Converg.
 LW2744;SPC RI       -    89,296.193   106,337.195   MT  0.99999424   +0 03 03.5
 LW2744;SPC RI       -   292,965.93    348,874.61   sFT  0.99999424   +0 03 03.5
 LW2744;SPC MA M     -   848,557.338   206,337.103   MT  0.99997942   +0 03 04.6
 LW2744;SPC MA M     - 2,783,975.20    676,957.65   sFT  0.99997942   +0 03 04.6
 LW2744;UTM  19      - 4,640,106.569   298,919.185   MT  1.00009757   -1 37 07.4
 LW2744
 LW2744                          SUPERSEDED SURVEY CONTROL
 LW2744
 LW2744  NAD 83(1996)-  41 53 14.36868(N)    071 25 25.12115(W) AD(       ) 4
 LW2744  NAD 83(1992)-  41 53 14.36726(N)    071 25 25.12040(W) AD(       ) 4
 LW2744  NAD 83(1992)-  41 53 14.36721(N)    071 25 25.12038(W) AD(       ) 4
 LW2744  NAD 83(1986)-  41 53 14.36596(N)    071 25 25.11932(W) AD(       ) 4
 LW2744  NAD 27      -  41 53 14.00765(N)    071 25 26.91044(W) AD(       ) 3
 LW2744
 LW2744.Superseded values are not recommended for survey control.
 LW2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2744.See file dsdata.txt to determine how the superseded data were derived.
 LW2744
 LW2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9891940107(NAD 83)
 LW2744_MARKER: 51 = TANK
 LW2744_SETTING: 0 = UNSPECIFIED SETTING
 LW2744
 LW2744  HISTORY     - Date     Condition        Report By
 LW2744  HISTORY     - UNK      FIRST OBSERVED
 LW2744  HISTORY     - 1968     GOOD             CGS
 LW2744  HISTORY     - 1987     GOOD             RIGS
 LW2744  HISTORY     - 19880606 GOOD             RIGS
 LW2744
 LW2744                          STATION DESCRIPTION
 LW2744
 LW2744'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2744'THE STATION, LINCOLN TOWN MUNICIPAL WATER TANK, IS THE TOP CENTER
 LW2744'OF THE DARK GREEN CYLINDRICAL TANK WHICH IS SUPPORTED BY 7
 LW2744'STEEL LEGS AND IS ABOUT 100 FEET IN HEIGHT.
 LW2744'
 LW2744'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 126 AND
 LW2744'HIGGINSON STREET (ABOUT 2 MILES WEST OF VALLEY FALLS), GO
 LW2744'NORTH ON STATE HIGHWAY 126 FOR 0.15 MILE TO A SIDE STREET LEFT
 LW2744'(PARKER STREET).  TURN LEFT AND GO WEST ON PARKER STREET FOR
 LW2744'0.3 MILE TO A SIDE STREET LEFT (WESTWOOD STREET).  TURN LEFT AND
 LW2744'GO NORTHWEST FOR 0.2 MILE ON WESTWOOD STREET TO THE STATION ON
 LW2744'THE LEFT.
 LW2744
 LW2744                          STATION RECOVERY (1987)
 LW2744
 LW2744'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2744'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2744'
 LW2744'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2744
 LW2744                          STATION RECOVERY (1988)
 LW2744
 LW2744'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW2744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2171 ***********************************************************************
 LW2171  DESIGNATION -  LITTLE COMPTON 2 1870
 LW2171  PID         -  LW2171
 LW2171  STATE/COUNTY-  RI/NEWPORT
 LW2171  USGS QUAD   -  TIVERTON (1975)
 LW2171
 LW2171                         *CURRENT SURVEY CONTROL
 LW2171  ___________________________________________________________________
 LW2171* NAD 83(1996)-  41 31 12.25498(N)    071 10 59.93242(W)     ADJUSTED  
 LW2171* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 LW2171  ___________________________________________________________________
 LW2171  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW2171  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW2171
 LW2171  HORZ ORDER  -  THIRD
 LW2171
 LW2171.The horizontal coordinates were established by classical geodetic methods
 LW2171.and adjusted by the National Geodetic Survey in August 1998..
 LW2171
 LW2171.The orthometric height was scaled from a topographic map.
 LW2171
 LW2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2171
 LW2171.The geoid height was determined by GEOID03.
 LW2171
 LW2171;                    North         East     Units Scale Factor Converg.
 LW2171;SPC RI       -    48,552.077   126,433.706   MT  1.00000235   +0 12 35.7
 LW2171;SPC RI       -   159,291.27    414,807.92   sFT  1.00000235   +0 12 35.7
 LW2171;SPC MA M     -   807,813.451   226,434.708   MT  1.00003458   +0 12 45.8
 LW2171;SPC MA M     - 2,650,301.30    742,894.54   sFT  1.00003458   +0 12 45.8
 LW2171;UTM  19      - 4,598,793.916   317,825.366   MT  1.00000843   -1 26 51.6
 LW2171
 LW2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2171!SPC RI       -   0.99999827  x   1.00000235  =   1.00000062
 LW2171!SPC MA M     -   0.99999827  x   1.00003458  =   1.00003285
 LW2171!UTM  19      -   0.99999827  x   1.00000843  =   1.00000670
 LW2171
 LW2171:                Primary Azimuth Mark                     Grid Az
 LW2171:SPC RI       -  QUICKSAND 2 1870                         113 16 51.4
 LW2171:SPC MA M     -  QUICKSAND 2 1870                         113 16 41.3
 LW2171:UTM  19      -  QUICKSAND 2 1870                         114 56 18.7
 LW2171
 LW2171|---------------------------------------------------------------------|
 LW2171| PID    Reference Object                     Distance      Geod. Az  |
 LW2171|                                                           dddmmss.s |
 LW2171| LW2775 QUICKSAND 2 1870                    APPROX. 5.9 KM 1132927.1 |
 LW2171| LW2163 LITTLE COMPTON CONG CH SPIRE        APPROX. 1.6 KM 1400441.2 |
 LW2171| LW2803 WILBURS WINDMILL                    APPROX. 3.3 KM 1802057.4 |
 LW2171|---------------------------------------------------------------------|
 LW2171
 LW2171                          SUPERSEDED SURVEY CONTROL
 LW2171
 LW2171  NAD 83(1996)-  41 31 12.25477(N)    071 10 59.93202(W) AD(       ) 3
 LW2171  NAD 83(1992)-  41 31 12.25304(N)    071 10 59.93168(W) AD(       ) 3
 LW2171  NAD 83(1992)-  41 31 12.25280(N)    071 10 59.93140(W) AD(       ) 3
 LW2171  NAD 83(1986)-  41 31 12.25286(N)    071 10 59.92967(W) AD(       ) 3
 LW2171  NAD 27      -  41 31 11.89900(N)    071 11 01.82200(W) AD(       ) 3
 LW2171
 LW2171.Superseded values are not recommended for survey control.
 LW2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2171.See file dsdata.txt to determine how the superseded data were derived.
 LW2171
 LW2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1782598794(NAD 83)
 LW2171
 LW2171  HISTORY     - Date     Condition        Report By
 LW2171  HISTORY     - 1870     MONUMENTED       CGS
 LW2171  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2171  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2171  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2171
 LW2171                          STATION DESCRIPTION
 LW2171
 LW2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (SCM)
 LW2171'STATION IS IN THE SAME LOCALITY AS LITTLE COMPTON (SEE ABOVE),
 LW2171'BUT 23 METERS FARTHER W.  IT WAS ESTABLISHED TO OBSERVE A STATION
 LW2171'NOT VISIBLE FROM THE OLD POINT.  THERE IS NO DESCRIPTION OF THE
 LW2171'MARKING EXCEPT THAT THERE IS A PILE OF STONES THAT WAS USED TO
 LW2171'SUPPORT THE SIGNAL POLE.
 LW2171
 LW2171                          STATION RECOVERY (1934)
 LW2171
 LW2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2171'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  RECOMMEND THE
 LW2171'STATION BE CONSIDERED LOST.
 LW2171
 LW2171                          STATION RECOVERY (1935)
 LW2171
 LW2171'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2171'THE PILE OF STONES WAS PROBABLY REMOVED WHEN THE FIELD WAS
 LW2171'DE-STONED SEVERAL YEARS AGO.
 LW2171
 LW2171                          STATION RECOVERY (1954)
 LW2171
 LW2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2171'STATION LOST.  THE 1934 AND 1935 RECOVERY NOTES WERE VERIFIED AS
 LW2171'NO TRACE OF THE STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2163 ***********************************************************************
 LW2163  DESIGNATION -  LITTLE COMPTON CONG CH SPIRE
 LW2163  PID         -  LW2163
 LW2163  STATE/COUNTY-  RI/NEWPORT
 LW2163  USGS QUAD   -  TIVERTON (1975)
 LW2163
 LW2163                         *CURRENT SURVEY CONTROL
 LW2163  ___________________________________________________________________
 LW2163* NAD 83(1996)-  41 30 33.33794(N)    071 10 16.61192(W)     ADJUSTED  
 LW2163* NAVD 88     -                                                        
 LW2163  ___________________________________________________________________
 LW2163  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 LW2163  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW2163
 LW2163  HORZ ORDER  -  THIRD
 LW2163
 LW2163.The horizontal coordinates were established by classical geodetic methods
 LW2163.and adjusted by the National Geodetic Survey in August 1998..
 LW2163
 LW2163
 LW2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2163
 LW2163.The geoid height was determined by GEOID03.
 LW2163
 LW2163;                    North         East     Units Scale Factor Converg.
 LW2163;SPC RI       -    47,355.199   127,442.706   MT  1.00000301   +0 13 04.3
 LW2163;SPC RI       -   155,364.52    418,118.28   sFT  1.00000301   +0 13 04.3
 LW2163;SPC MA M     -   806,616.584   227,443.802   MT  1.00003682   +0 13 14.9
 LW2163;SPC MA M     - 2,646,374.58    746,205.21   sFT  1.00003682   +0 13 14.9
 LW2163;UTM  19      - 4,597,568.351   318,799.329   MT  1.00000408   -1 26 21.8
 LW2163
 LW2163                          SUPERSEDED SURVEY CONTROL
 LW2163
 LW2163  NAD 83(1996)-  41 30 33.33794(N)    071 10 16.61168(W) AD(       ) 4
 LW2163  NAD 83(1992)-  41 30 33.33602(N)    071 10 16.61125(W) AD(       ) 4
 LW2163  NAD 83(1992)-  41 30 33.33590(N)    071 10 16.61105(W) AD(       ) 4
 LW2163  NAD 83(1986)-  41 30 33.33637(N)    071 10 16.60925(W) AD(       ) 4
 LW2163  NAD 27      -  41 30 32.96641(N)    071 10 18.43241(W) AD(       ) 3
 LW2163
 LW2163.Superseded values are not recommended for survey control.
 LW2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2163.See file dsdata.txt to determine how the superseded data were derived.
 LW2163
 LW2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1879997568(NAD 83)
 LW2163
 LW2163  HISTORY     - Date     Condition        Report By
 LW2163  HISTORY     - UNK      MONUMENTED
 LW2163  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2163  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2163  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LW2163
 LW2163                          STATION DESCRIPTION
 LW2163
 LW2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2163'THIS IS AN INTERSECTION STATION AND IS THE SPIRE ON THE
 LW2163'CONGREGATIONAL CHURCH AT LITTLE COMPTON.  THE CHURCH IS THE
 LW2163'LARGER AND MORE EASTERN OF THE TWO CHURCHES WITHIN THE TRIANGLE
 LW2163'FORMED BY THE INTERSECTION OF THE STREETS.  THERE IS A CEMETERY
 LW2163'BETWEEN THE TWO CHURCHES.  THE CHURCH IS A FRAME STRUCTURE AND AT
 LW2163'PRESENT IS PAINTED WHITE.
 LW2163
 LW2163                          STATION RECOVERY (1935)
 LW2163
 LW2163'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2163'THE UNITED CONGREGATIONAL CHURCH ERECTED IN 1832 STANDS AT THE
 LW2163'SE CORNER OF A TRIANGULAR SPACE BOUNDED BY THREE ROADS AT THE
 LW2163'CENTER OF THE TOWN.  THIS CENTER IS COMMONLY KNOWN AMONG THE
 LW2163'NATIVES AS THE COMMONS BUT THE VILLAGE IS PROPERLY CALLED LITTLE
 LW2163'COMPTON COMMONS.
 LW2163'
 LW2163'THE CHURCH HAS AN OCTAGONAL SPIRE PROJECTING UPWARD FROM A
 LW2163'SQUARE TOWER OR BELFRY ABOVE THE ENTRANCE.  THE TOP OF THE
 LW2163'SPIRE WAS RECENTLY RE-CAPPED.  THERE IS NOW A WEATHERVANE AT THE
 LW2163'TIP OF THE SPIRE.
 LW2163'
 LW2163'THE PASTOR STATES THAT SO FAR AS HE KNOWS, THE SPIRE AND
 LW2163'BUILDINGS ARE IN THE SAME LOCATION AS WHEN ORIGINALLY BUILT.
 LW2163'
 LW2163'THERE IS A SECOND CHURCH (METHODIST) WHICH ALSO HAS A WHITE
 LW2163'SPIRE AND MIGHT BE CONFUSED WITH THE CONGREGATIONAL.  IT STANDS
 LW2163'AT THE SW APEX OF THE TRIANGULAR SPACE NOW, BUT IT WAS NOT THERE
 LW2163'IN 1870.  THE CONGREGATIONAL SPIRE IS THE HIGHER OF THE TWO AND IS
 LW2163'MORE VISIBLE FROM A DISTANCE.
 LW2163
 LW2163                          STATION RECOVERY (1962)
 LW2163
 LW2163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW2163'RECOVERED IN VERY GOOD CONDITION, AS DESCRIBED.  IN E.B. 1843
 LW2163'AND W.D.P. 1934 REPORTS, DELETE 2ND SENTENCE.  3RD SENTENCE
 LW2163'SHOULD READ--THERE IS A CEMETERY W OF THIS CHURCH.  LAST
 LW2163'SENTENCE IS CORRECT.
 LW2163'
 LW2163'IN R. I. GEOD. S. 1935 REPORT, DELETE LAST PARAGRAPH.
 LW2163'
 LW2163'REASON FOR ABOVE CHANGES--LITTLE COMPTON METHODIST CHURCH WAS
 LW2163'TORN DOWN ABOUT 20 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2164 ***********************************************************************
 LW2164  DESIGNATION -  LITTLE COMPTON ME CH SPIRE
 LW2164  PID         -  LW2164
 LW2164  STATE/COUNTY-  RI/NEWPORT
 LW2164  USGS QUAD   -  TIVERTON (1975)
 LW2164
 LW2164                         *CURRENT SURVEY CONTROL
 LW2164  ___________________________________________________________________
 LW2164* NAD 83(1996)-  41 30 33.43883(N)    071 10 22.61233(W)     ADJUSTED  
 LW2164* NAVD 88     -                                                        
 LW2164  ___________________________________________________________________
 LW2164  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 LW2164  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW2164
 LW2164  HORZ ORDER  -  THIRD
 LW2164
 LW2164.The horizontal coordinates were established by classical geodetic methods
 LW2164.and adjusted by the National Geodetic Survey in August 1998..
 LW2164
 LW2164
 LW2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2164
 LW2164.The geoid height was determined by GEOID03.
 LW2164
 LW2164;                    North         East     Units Scale Factor Converg.
 LW2164;SPC RI       -    47,357.784   127,303.545   MT  1.00000292   +0 13 00.3
 LW2164;SPC RI       -   155,373.00    417,661.71   sFT  1.00000292   +0 13 00.3
 LW2164;SPC MA M     -   806,619.162   227,304.636   MT  1.00003681   +0 13 10.9
 LW2164;SPC MA M     - 2,646,383.03    745,748.63   sFT  1.00003681   +0 13 10.9
 LW2164;UTM  19      - 4,597,574.960   318,660.301   MT  1.00000470   -1 26 25.8
 LW2164
 LW2164                          SUPERSEDED SURVEY CONTROL
 LW2164
 LW2164  NAD 83(1996)-  41 30 33.43882(N)    071 10 22.61210(W) AD(       ) 4
 LW2164  NAD 83(1992)-  41 30 33.43687(N)    071 10 22.61161(W) AD(       ) 4
 LW2164  NAD 83(1992)-  41 30 33.43679(N)    071 10 22.61146(W) AD(       ) 4
 LW2164  NAD 83(1986)-  41 30 33.43724(N)    071 10 22.60958(W) AD(       ) 4
 LW2164  NAD 27      -  41 30 33.06600(N)    071 10 24.44300(W) AD(       ) 3
 LW2164
 LW2164.Superseded values are not recommended for survey control.
 LW2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2164.See file dsdata.txt to determine how the superseded data were derived.
 LW2164
 LW2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1866097575(NAD 83)
 LW2164
 LW2164  HISTORY     - Date     Condition        Report By
 LW2164  HISTORY     - 1934     MONUMENTED       CGS
 LW2164  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2164
 LW2164                          STATION DESCRIPTION
 LW2164
 LW2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2164'THIS INTERSECTION STATION IS THE SPIRE OF THE METHODIST CHURCH
 LW2164'AT LITTLE COMPTON.  THE CHURCH IS THE SMALLER AND MORE WESTERN
 LW2164'OF TWO CHURCHES.  THERE IS AN OLD CEMETERY BETWEEN THE TWO.  AT
 LW2164'PRESENT THESE ARE THE ONLY TWO STRUCTURES WITHIN THE TRIANGLE
 LW2164'FORMED BY THE STREET INTERSECTIONS.
 LW2164
 LW2164                          STATION RECOVERY (1954)
 LW2164
 LW2164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2164'STATION DESTROYED.  THIS CHURCH BUILDING WAS DESTROYED IN
 LW2164'1940, AND THE CONGREGATION UNITED WITH THE LITTLE COMPTON
 LW2164'CONGREGATIONAL CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0638 ***********************************************************************
 LW0638  DESIGNATION -  LL 3
 LW0638  PID         -  LW0638
 LW0638  STATE/COUNTY-  RI/NEWPORT
 LW0638  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0638
 LW0638                         *CURRENT SURVEY CONTROL
 LW0638  ___________________________________________________________________
 LW0638* NAD 83(1986)-  41 27 31.     (N)    071 23 45.     (W)     SCALED    
 LW0638* NAVD 88     -        20.827  (meters)      68.33   (feet)  ADJUSTED  
 LW0638  ___________________________________________________________________
 LW0638  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW0638  DYNAMIC HT  -          20.820 (meters)      68.31  (feet)  COMP
 LW0638  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 LW0638
 LW0638  VERT ORDER  -  SECOND    CLASS 0
 LW0638
 LW0638.The horizontal coordinates were scaled from a topographic map and have
 LW0638.an estimated accuracy of +/- 6 seconds.
 LW0638
 LW0638.The orthometric height was determined by differential leveling
 LW0638.and adjusted by the National Geodetic Survey in June 1991..
 LW0638
 LW0638.The geoid height was determined by GEOID03.
 LW0638
 LW0638.The dynamic height is computed by dividing the NAVD 88
 LW0638.geopotential number by the normal gravity value computed on the
 LW0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0638.degrees latitude (g = 980.6199 gals.).
 LW0638
 LW0638.The modeled gravity was interpolated from observed gravity values.
 LW0638
 LW0638;                    North         East    Units  Estimated Accuracy
 LW0638;SPC RI       -    41,680.      108,700.      MT  (+/- 180 meters Scaled)
 LW0638
 LW0638                          SUPERSEDED SURVEY CONTROL
 LW0638
 LW0638  NGVD 29 (??/??/92)   21.101  (m)           69.23   (f) ADJ UNCH    2 0
 LW0638
 LW0638.Superseded values are not recommended for survey control.
 LW0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0638.See file dsdata.txt to determine how the superseded data were derived.
 LW0638
 LW0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF999924(NAD 83)
 LW0638_MARKER: DB = BENCH MARK DISK
 LW0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0638_SP_SET: CULVERT
 LW0638_STAMPING: LL 3 1943
 LW0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0638
 LW0638  HISTORY     - Date     Condition        Report By
 LW0638  HISTORY     - 1943     MONUMENTED       CGS
 LW0638  HISTORY     - 1969     GOOD             NGS
 LW0638  HISTORY     - 1988     GOOD             USPSQD
 LW0638
 LW0638                          STATION DESCRIPTION
 LW0638
 LW0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0638'3 MI SW FROM JAMESTOWN.
 LW0638'3.05 MILES SOUTHWEST ALONG SOUTHWEST AVENUE AND BEAVERTAIL ROAD
 LW0638'FROM THE POST OFFICE AT JAMESTOWN, 0.7 MILE NORTH OF THE
 LW0638'BEAVERTAIL LIGHTHOUSE AT THE SOUTH END OF THE ISLAND, SET ON THE
 LW0638'TOP AND IN THE CENTER OF THE WEST CONCRETE HEAD WALL FOR AN 18
 LW0638'INCH PIPE CULVERT UNDER THE ROAD, 19.6 FEET WEST OF THE CENTER
 LW0638'LINE OF THE ROAD, 42 FEET SOUTH OF POWER LINE POLE 100, 5.7 FEET
 LW0638'EAST OF THE EAST FENCE ALONG THE EAST SIDE OF A GOVERNMENT
 LW0638'INSTALLATION AND LEVEL WITH THE ROAD.
 LW0638
 LW0638                          STATION RECOVERY (1988)
 LW0638
 LW0638'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2425 ***********************************************************************
 LW2425  DESIGNATION -  LO
 LW2425  PID         -  LW2425
 LW2425  STATE/COUNTY-  RI/NEWPORT
 LW2425  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2425
 LW2425                         *CURRENT SURVEY CONTROL
 LW2425  ___________________________________________________________________
 LW2425* NAD 83(1996)-  41 33 59.42377(N)    071 17 26.01131(W)     ADJUSTED  
 LW2425* NAVD 88     -                                                        
 LW2425  ___________________________________________________________________
 LW2425  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 LW2425  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2425
 LW2425  HORZ ORDER  -  THIRD
 LW2425
 LW2425.The horizontal coordinates were established by classical geodetic methods
 LW2425.and adjusted by the National Geodetic Survey in August 1998..
 LW2425
 LW2425
 LW2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2425
 LW2425.The geoid height was determined by GEOID03.
 LW2425
 LW2425;                    North         East     Units Scale Factor Converg.
 LW2425;SPC RI       -    53,682.167   117,469.539   MT  0.99999750   +0 08 20.3
 LW2425;SPC RI       -   176,122.24    385,397.98   sFT  0.99999750   +0 08 20.3
 LW2425;UTM  19      - 4,604,181.438   309,013.166   MT  1.00004890   -1 31 12.8
 LW2425
 LW2425                          SUPERSEDED SURVEY CONTROL
 LW2425
 LW2425  NAD 83(1996)-  41 33 59.42344(N)    071 17 26.01094(W) AD(       ) 4
 LW2425  NAD 83(1992)-  41 33 59.42214(N)    071 17 26.01050(W) AD(       ) 4
 LW2425  NAD 83(1992)-  41 33 59.42164(N)    071 17 26.01023(W) AD(       ) 4
 LW2425  NAD 83(1986)-  41 33 59.42181(N)    071 17 26.00834(W) AD(       ) 4
 LW2425  NAD 27      -  41 33 59.07000(N)    071 17 27.83800(W) AD(       ) 3
 LW2425
 LW2425.Superseded values are not recommended for survey control.
 LW2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2425.See file dsdata.txt to determine how the superseded data were derived.
 LW2425
 LW2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0901304181(NAD 83)
 LW2425
 LW2425  HISTORY     - Date     Condition        Report By
 LW2425  HISTORY     - 1915     MONUMENTED       CGS
 LW2425  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2425  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2425
 LW2425                          STATION DESCRIPTION
 LW2425
 LW2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2425'STATION IS ON THE W SIDE OF THE ISLAND OF RHODE ISLAND, ABOUT
 LW2425'0.4 MILE SSE OF CARRS POINT, 350 METERS SE OF THE NEW YORK,
 LW2425'NEW HAVEN AND HARTFORD RAILROAD, 500 METERS NW OF THE NEWPORT
 LW2425'PORTSMOUTH ROAD, AND NEAR THE TERMINUS OF A MINOR ROAD LEADING
 LW2425'THEREFROM.  THE STATION IS A WHITE SILO ADJOINING A BARN.
 LW2425
 LW2425                          STATION RECOVERY (1935)
 LW2425
 LW2425'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2425'THERE WERE TWO SILOS, EACH OF WHICH ADJOINED A BARN AND WHICH
 LW2425'FULFILLED THE DESCRIPTION.  NEITHER OF THEM HAS HAD A COAT OF
 LW2425'PAINT FOR SO LONG THAT IT IS HARD TO SAY WHETHER EITHER WAS
 LW2425'ONCE WHITE.
 LW2425'
 LW2425'ONE OF THEM HAS RECENTLY BEEN TAKEN DOWN, THE CONCRETE
 LW2425'FOUNDATION REMAINS TO SHOW WHERE IT STOOD AND THE STAVES ARE
 LW2425'STILL ON THE GROUND.
 LW2425'
 LW2425'THE OTHER ONE STANDS ON THE N SIDE OF A BARN, AND IT IS A
 LW2425'QUESTION WHETHER IT COULD HAVE BEEN SEEN FROM STATION HULL.
 LW2425
 LW2425                          STATION RECOVERY (1956)
 LW2425
 LW2425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2425'STATION DESTROYED.  ACCORDING TO THE PRESENT OWNER THE ORIGINAL
 LW2425'SILOS WERE DESTROYED BY HURRICANES, WERE REBUILT, AND NOW HAVE
 LW2425'DETERIORATED BEYOND USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2562 ***********************************************************************
 LW2562  DESIGNATION -  LONG 1913
 LW2562  PID         -  LW2562
 LW2562  STATE/COUNTY-  RI/KENT
 LW2562  USGS QUAD   -  EAST GREENWICH (1975)
 LW2562
 LW2562                         *CURRENT SURVEY CONTROL
 LW2562  ___________________________________________________________________
 LW2562* NAD 83(1996)-  41 40 01.01033(N)    071 26 24.86555(W)     ADJUSTED  
 LW2562* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW2562  ___________________________________________________________________
 LW2562  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 LW2562  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW2562
 LW2562  HORZ ORDER  -  THIRD
 LW2562
 LW2562.The horizontal coordinates were established by classical geodetic methods
 LW2562.and adjusted by the National Geodetic Survey in August 1998..
 LW2562
 LW2562.The orthometric height was scaled from a topographic map.
 LW2562
 LW2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2562
 LW2562.The geoid height was determined by GEOID03.
 LW2562
 LW2562;                    North         East     Units Scale Factor Converg.
 LW2562;SPC RI       -    64,818.170   104,976.828   MT  0.99999405   +0 02 23.0
 LW2562;SPC RI       -   212,657.61    344,411.48   sFT  0.99999405   +0 02 23.0
 LW2562;UTM  19      - 4,615,675.796   296,847.459   MT  1.00010790   -1 37 22.2
 LW2562
 LW2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2562!SPC RI       -   1.00000348  x   0.99999405  =   0.99999753
 LW2562!UTM  19      -   1.00000348  x   1.00010790  =   1.00011138
 LW2562
 LW2562:                Primary Azimuth Mark                     Grid Az
 LW2562:SPC RI       -  WHITE HOUSE SOUTH GABLE                  026 29 13.4
 LW2562:UTM  19      -  WHITE HOUSE SOUTH GABLE                  028 08 58.6
 LW2562
 LW2562|---------------------------------------------------------------------|
 LW2562| PID    Reference Object                     Distance      Geod. Az  |
 LW2562|                                                           dddmmss.s |
 LW2562| LW2548 WHITE HOUSE SOUTH GABLE             APPROX. 2.4 KM 0263136.4 |
 LW2562| LW2564 EAST GREENWICH BRICK CHIMNEY        APPROX. 0.5 KM 2380012.7 |
 LW2562| LW2563 EAST GREENWICH YELLOW CHIMNEY       APPROX. 0.7 KM 2462916.8 |
 LW2562| LW2565 EAST GREENWICH LUTH CH SPIRE        APPROX. 1.3 KM 2532705.3 |
 LW2562| LW2582 APPONAUG COURTHOUSE CUPOLA          APPROX. 3.9 KM 3365327.8 |
 LW2562| LW2545 CHIP 1913                           APPROX. 0.7 KM 3503305.2 |
 LW2562|---------------------------------------------------------------------|
 LW2562
 LW2562                          SUPERSEDED SURVEY CONTROL
 LW2562
 LW2562  NAD 83(1996)-  41 40 01.00983(N)    071 26 24.86525(W) AD(       ) 3
 LW2562  NAD 83(1992)-  41 40 01.00882(N)    071 26 24.86470(W) AD(       ) 3
 LW2562  NAD 83(1992)-  41 40 01.00831(N)    071 26 24.86472(W) AD(       ) 3
 LW2562  NAD 83(1986)-  41 40 01.00869(N)    071 26 24.86427(W) AD(       ) 3
 LW2562  NAD 27      -  41 40 00.61800(N)    071 26 26.67100(W) AD(       ) 3
 LW2562
 LW2562.Superseded values are not recommended for survey control.
 LW2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2562.See file dsdata.txt to determine how the superseded data were derived.
 LW2562
 LW2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9684715676(NAD 83)
 LW2562
 LW2562  HISTORY     - Date     Condition        Report By
 LW2562  HISTORY     - 1913     MONUMENTED       CGS
 LW2562  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2562  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2562  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2562  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2562
 LW2562                          STATION DESCRIPTION
 LW2562
 LW2562'DESCRIBED BY US ENGINEERS 1916
 LW2562'STATION IS ON THE N SIDE OF LONG POINT ON S SHORE OF GREENWICH
 LW2562'BAY AND E SIDE OF THE MOUTH OF GREENWICH COVE.  THE STATION IS
 LW2562'LESS THAN 1/2 MILE ENE OF EAST GREENWICH AND IS MARKED BY THE
 LW2562'PROJECTING POINT OF A NAIL SURROUNDED BY A TRIANGLE IN THE TOP OF
 LW2562'A CONCRETE POST 8 INCHES SQUARE AND 22 INCHES LONG, WHICH
 LW2562'PROJECTS SLIGHTLY ABOVE THE GROUND.
 LW2562'
 LW2562'THE UNDERGROUND MARK IS THE SAME AS THE SURFACE MARK, EXCEPT THAT
 LW2562'THE POST IS ONLY 12 INCHES LONG AND IS BURIED TO A DEPTH OF 2
 LW2562'FEET.  THE STATION MARK BEARS THE INSCRIPTION 1913 C. AND G.S.
 LW2562
 LW2562                          STATION RECOVERY (1935)
 LW2562
 LW2562'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2562'THE STATION MARK, A BLOCK OF CONCRETE 8 INCHES SQUARE AND 22
 LW2562'INCHES LONG BEARING THE INSCRIPTION C. AND G.S. 1913 WAS FOUND
 LW2562'LYING ON THE BEACH.  AN ACCUMULATION OF ICE AND SNOW MADE IT
 LW2562'IMPOSSIBLE TO FIND ANY EVIDENCE OF THE UNDERGROUND MARK.
 LW2562'
 LW2562'RETURNED IN THE SPRING AND FOUND TWO STAKES.  DIGGING BETWEEN THE
 LW2562'STAKES, THE UNDERGROUND MARK WAS UNCOVERED ABOUT 1 FOOT BELOW
 LW2562'THE SURFACE IN LINE BETWEEN THE STAKES.  IT IS ABOUT 8 FEET
 LW2562'EASTERLY OF THE W STAKE AND 12 FEET WESTERLY OF THE E STAKE.
 LW2562'
 LW2562'THE SURFACE MARK WAS SET UP OVER THE UNDERGROUND MARK AND
 LW2562'SURROUNDED BY STONES.  IT SHOULD BE RESET ACCURATELY BY THE NEXT
 LW2562'PARTY BEFORE IT IS USED.
 LW2562'
 LW2562'THE STATION IS ABOUT 1/4 MILE W OF THE BATHING PAVILION AT
 LW2562'GODDARD MEMORIAL PARK ON THE SHORE AT THE LINE BETWEEN GRASS AND
 LW2562'BEACH.  IT IS ABOUT 150 YARDS ENE OF THE SANDY POINT MARKING THE N
 LW2562'END OF GREENWICH COVE, AND ABOUT 25 YARDS NE OF A 3-FOOT DIAMETER
 LW2562'BOULDER HALF-WAY UP THE BLUFF.
 LW2562
 LW2562                          STATION RECOVERY (1944)
 LW2562
 LW2562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RMB)
 LW2562'STATION NOT RECOVERED.  THE ONLY REFERENCE POINT RECOVERED WAS
 LW2562'THE 3-FOOT BOULDER AND THE DISTANCE FROM THIS BOULDER FALLS NEAR
 LW2562'THE HIGH-WATER LINE.  THERE IS EVIDENCE OF CONSIDERABLE CHANGES
 LW2562'IN THE SHORELINE AT THIS POINT.
 LW2562'
 LW2562'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
 LW2562
 LW2562                          STATION RECOVERY (1956)
 LW2562
 LW2562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2562'THE STATION COULD NOT BE RECOVERED AFTER A THOROUGH SEARCH BY A
 LW2562'TWO-MAN PARTY.  NO BOULDER COULD BE FOUND ON THE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2750 ***********************************************************************
 LW2750  DESIGNATION -  LONSDALE FIRE TOWER
 LW2750  PID         -  LW2750
 LW2750  STATE/COUNTY-  RI/PROVIDENCE
 LW2750  USGS QUAD   -  PAWTUCKET (1975)
 LW2750
 LW2750                         *CURRENT SURVEY CONTROL
 LW2750  ___________________________________________________________________
 LW2750* NAD 83(1996)-  41 54 28.93928(N)    071 27 37.50646(W)     ADJUSTED  
 LW2750* NAVD 88     -                                                        
 LW2750  ___________________________________________________________________
 LW2750  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW2750  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LW2750
 LW2750  HORZ ORDER  -  THIRD
 LW2750
 LW2750.The horizontal coordinates were established by classical geodetic methods
 LW2750.and adjusted by the National Geodetic Survey in August 1998..
 LW2750
 LW2750
 LW2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2750
 LW2750.The geoid height was determined by GEOID03.
 LW2750
 LW2750;                    North         East     Units Scale Factor Converg.
 LW2750;SPC RI       -    91,594.851   103,284.058   MT  0.99999388   +0 01 35.2
 LW2750;SPC RI       -   300,507.44    338,857.78   sFT  0.99999388   +0 01 35.2
 LW2750;UTM  19      - 4,642,493.497   295,934.005   MT  1.00011245   -1 38 38.3
 LW2750
 LW2750                          SUPERSEDED SURVEY CONTROL
 LW2750
 LW2750  NAD 83(1996)-  41 54 28.93927(N)    071 27 37.50638(W) AD(       ) 4
 LW2750  NAD 83(1992)-  41 54 28.93777(N)    071 27 37.50565(W) AD(       ) 4
 LW2750  NAD 83(1992)-  41 54 28.93775(N)    071 27 37.50562(W) AD(       ) 4
 LW2750  NAD 83(1986)-  41 54 28.93661(N)    071 27 37.50529(W) AD(       ) 4
 LW2750  NAD 27      -  41 54 28.58029(N)    071 27 39.29226(W) AD(       ) 3
 LW2750
 LW2750.Superseded values are not recommended for survey control.
 LW2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2750.See file dsdata.txt to determine how the superseded data were derived.
 LW2750
 LW2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9593442493(NAD 83)
 LW2750
 LW2750  HISTORY     - Date     Condition        Report By
 LW2750  HISTORY     - 1968     MONUMENTED       CGS
 LW2750
 LW2750                          STATION DESCRIPTION
 LW2750
 LW2750'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2750'STATION IS LOCATED ON JENCKES HILL, ABOUT 6 MILES NORTH-NORTHWEST
 LW2750'OF CENTER OF DOWNTOWN PROVIDENCE, 1-1/2 MILES NORTHWEST OF THE
 LW2750'LINCOLN DOWNS RACETRACK, ON PRIVATE PROPERTY BELONGING TO THE
 LW2750'BLUE ESTATES AND 0.3 MILE NORTH OF STATE HIGHWAY 123 (JENCKES
 LW2750'HILL ROAD).
 LW2750'
 LW2750'TO REACH FROM WHERE STATE HIGHWAY 123 CROSSES OVER STATE HIGHWAY
 LW2750'146, (ABOUT 5.5 MILES NORTH-NORTHWEST OF CENTER OF DOWN TOWN
 LW2750'PROVIDENCE), GO WEST ON STATE HIGHWAY 123 FOR 0.25 MILE TO A
 LW2750'CROSSROAD (LOUSQUISSET PIKE).  CONTINUE AHEAD WESTERLY ON STATE
 LW2750'HIGHWAY 123 (JENCKES HILL ROAD) FOR 0.55 MILES TO A DRIVEWAY ON
 LW2750'RIGHT JUST BEFORE REACHING A CEMETERY.  TURN RIGHT AND FOLLOW
 LW2750'GRAVELED DRIVEWAY NORTH FOR 0.3 MILE TO A HOUSE ON LEFT AND
 LW2750'STATION ON RIGHT AS DESCRIBED.
 LW2750'
 LW2750'THE FIRE TOWER IS A CABIN ATOP A 4 LEGGED SKELETON STRUCTURE THAT
 LW2750'IS 80 FEET HIGH.  IT HAS A FLAT ROOF AND IS PAINTED BLUE.
 LW2750'
 LW2750'NOTICE--THE TENANT STATED THE FIRE TOWER WAS TO BE TORN DOWN
 LW2750'WITHIN TWO YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3071 ***********************************************************************
 LW3071  DESIGNATION -  LUCAS
 LW3071  PID         -  LW3071
 LW3071  STATE/COUNTY-  RI/WASHINGTON
 LW3071  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3071
 LW3071                         *CURRENT SURVEY CONTROL
 LW3071  ___________________________________________________________________
 LW3071* NAD 83(1996)-  41 20 05.24064(N)    071 42 25.41540(W)     ADJUSTED  
 LW3071* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW3071  ___________________________________________________________________
 LW3071  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 LW3071  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW3071
 LW3071  HORZ ORDER  -  THIRD
 LW3071
 LW3071.The horizontal coordinates were established by classical geodetic methods
 LW3071.and adjusted by the National Geodetic Survey in August 1998..
 LW3071
 LW3071.The orthometric height was scaled from a topographic map.
 LW3071
 LW3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3071
 LW3071.The geoid height was determined by GEOID03.
 LW3071
 LW3071;                    North         East     Units Scale Factor Converg.
 LW3071;SPC RI       -    27,946.669    82,667.534   MT  0.99999745   -0 08 12.3
 LW3071;SPC RI       -    91,688.36    271,218.40   sFT  0.99999745   -0 08 12.3
 LW3071;UTM  19      - 4,579,458.608   273,477.107   MT  1.00023154   -1 47 19.2
 LW3071
 LW3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3071!SPC RI       -   1.00000390  x   0.99999745  =   1.00000135
 LW3071!UTM  19      -   1.00000390  x   1.00023154  =   1.00023544
 LW3071
 LW3071:                Primary Azimuth Mark                     Grid Az
 LW3071:SPC RI       -  POINT JUDITH TANK                        071 56 28.9
 LW3071:UTM  19      -  POINT JUDITH TANK                        073 35 35.8
 LW3071
 LW3071|---------------------------------------------------------------------|
 LW3071| PID    Reference Object                     Distance      Geod. Az  |
 LW3071|                                                           dddmmss.s |
 LW3071| LW2925 POINT JUDITH TANK                   APPROX.19.7 KM 0714816.6 |
 LW3071| CB7866 LUCAS RM 2                           17.409 METERS 20842     |
 LW3071| LW3069 COAST GUARD CUPOLA                  APPROX. 1.2 KM 2561614.5 |
 LW3071| CB7865 LUCAS RM 1                           15.199 METERS 32551     |
 LW3071| CB7864 LUCAS AZ MK                                        3430005.9 |
 LW3071|---------------------------------------------------------------------|
 LW3071
 LW3071                          SUPERSEDED SURVEY CONTROL
 LW3071
 LW3071  NAD 83(1992)-  41 20 05.23932(N)    071 42 25.41462(W) AD(       ) 3
 LW3071  NAD 83(1986)-  41 20 05.23775(N)    071 42 25.41584(W) AD(       ) 3
 LW3071  NAD 27      -  41 20 04.87609(N)    071 42 27.18401(W) AD(       ) 3
 LW3071
 LW3071.Superseded values are not recommended for survey control.
 LW3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3071.See file dsdata.txt to determine how the superseded data were derived.
 LW3071
 LW3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7347779459(NAD 83)
 LW3071_MARKER: DD = SURVEY DISK
 LW3071_SETTING: 80 = SET IN A BOULDER
 LW3071_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3071+STABILITY: SURFACE MOTION
 LW3071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3071+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 LW3071
 LW3071  HISTORY     - Date     Condition        Report By
 LW3071  HISTORY     - 1909     MONUMENTED       USE
 LW3071  HISTORY     - 1913     GOOD             CGS
 LW3071  HISTORY     - 1934     GOOD             RIGS
 LW3071  HISTORY     - 1934     GOOD             CGS
 LW3071  HISTORY     - 1939     GOOD             CGS
 LW3071  HISTORY     - 1943     GOOD             CGS
 LW3071  HISTORY     - 1954     GOOD             CGS
 LW3071  HISTORY     - 1974     GOOD             LOCSUR
 LW3071  HISTORY     - 20010807 GOOD             USPSQD
 LW3071  HISTORY     - 20020308 GOOD             USPSQD
 LW3071
 LW3071                          STATION DESCRIPTION
 LW3071
 LW3071'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3071'ON OPEN GROUND IN THE EASTERN PORTION OF QUONOCHONTAUG BEACH,
 LW3071'BACK OF WILLIAM MORRIS COTTAGE AND ABOUT 1/8 MILE FROM THE OCEAN.
 LW3071'
 LW3071'THE STATION IS MARKED BY A STANDARD BRASS DISK, SET IN A HOLE
 LW3071'DRILLED IN THE ROCK OR BOULDER.
 LW3071'
 LW3071'A STANDARD REFERENCE DISK, SET IN THE TOP OF A LARGE BOULDER
 LW3071'IS 15.18 METERS (49.80 FEET) NNW OF THE STATION.  THIS STATION
 LW3071'SUPERSEDES THE OLD C. AND G.S. STATION QUONOCHONTAUG.
 LW3071
 LW3071                          STATION RECOVERY (1934)
 LW3071
 LW3071'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3071'THE STATION IS ABOUT 10 FEET NE OF THE CENTER OF A DIRT ROAD
 LW3071'WHICH LEADS TO QUONOCHONTAUG BEACH FROM THE POST ROAD (U.S.
 LW3071'HIGHWAY 1) WHICH BRANCH ROAD LEAVES THE MAIN HIGHWAY ABOUT 3/8
 LW3071'MILE W OF THE CHARLESTOWN FIRST BAPTIST CHURCH.
 LW3071'
 LW3071'THE STATION IS ABOUT 100 YARDS N OF THE N CORNER OF THE MORRIS
 LW3071'HOUSE, A LARGE 2 1/2-STORY SHINGLED COTTAGE, AND ABOUT 15 YARDS
 LW3071'NORTHEASTERLY FROM THE E CORNER OF A SMALL 1 1/2-STORY SHINGLED
 LW3071'HOUSE OF CHARLES PARSONS.
 LW3071'
 LW3071'THE STATION AND REFERENCE MARKS WERE FOUND MARKED AS
 LW3071'DESCRIBED, AND IN EXCELLENT CONDITION.
 LW3071
 LW3071                          STATION RECOVERY (1934)
 LW3071
 LW3071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3071'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 LW3071'IN GOOD CONDITION.  THE STATION MARK IS NOW IN THE EDGE OF THE
 LW3071'ROAD AND PART OF THE BOULDER HAS BEEN BROKEN OFF.
 LW3071
 LW3071                          STATION RECOVERY (1939)
 LW3071
 LW3071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RPE)
 LW3071'IN THE EASTERN PORTION OF QUONOCHONTAUG BEACH AND ABOUT 1/8
 LW3071'MILE FROM THE OCEAN.  STATION IS ON THE NE SIDE OF A PRIVATE
 LW3071'ROAD AND ABOUT 50 FEET SE OF INTERSECTION OF THIS PRIVATE ROAD
 LW3071'WITH THE MAIN ROAD, ON THE CORNER OF WHICH IS A MAIL BOX.  STATION
 LW3071'IS DIRECTLY ACROSS ROAD FROM THE PARSONS COTTAGE AND ABOUT
 LW3071'10 FEET FROM THE CENTER OF THE ROAD.
 LW3071'
 LW3071'THE STATION IS MARKED WITH A STANDARD U.S.E. BRASS DISK SET IN
 LW3071'A DRILL HOLE IN A LARGE BOULDER.  A STANDARD REFERENCE MARK,
 LW3071'ALSO SET IN A BOULDER IS 15.21 METERS NNW OF STATION.
 LW3071
 LW3071                          STATION RECOVERY (1943)
 LW3071
 LW3071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3071'STATION WAS RECOVERED AS DESCRIBED AND MARKS FOUND TO BE IN
 LW3071'GOOD CONDITION.
 LW3071'
 LW3071'STATION IS LOCATED IN THE E PORTION OF QUONOCHONTAUG BEACH
 LW3071'ABOUT 1/8 MILE N OF THE BEACH AND ABOUT 10 FEET NE OF THE
 LW3071'CENTER LINE OF THE MACADAM ROAD LEADING FROM U.S. HIGHWAY 1 TO
 LW3071'THE BEACH.  MARK IS SET IN A LARGE 6- BY 5-FOOT BOULDER WHICH
 LW3071'PROJECTS ABOUT 2 FEET.  MARK IS A BRONZE DISK WITH THE ADDED
 LW3071'INSCRIPTION ESTABLISHED BY CORPS OF ENGINEERS USA AND IS NOT
 LW3071'STAMPED.
 LW3071'
 LW3071'REFERENCE MARK 1 IS 50 FEET N FROM THE STATION AND IS SET IN A
 LW3071'4- BY 5-FOOT BOULDER WHICH PROJECTS ABOUT 12 INCHES.  MARK IS 7
 LW3071'PACES S OF AN E-W DIRT ROAD AND 7 PACES E OF THE ROAD TO THE
 LW3071'STATION.  IT IS NOT STAMPED.
 LW3071'
 LW3071'REFERENCE MARK 2 IS 57 FEET W FROM THE STATION IN THE YARD OF
 LW3071'MRS. V. PARSONS.  MARK IS SET IN A SMALL BOULDER 16 PACES W OF
 LW3071'THE CENTER LINE OF THE ROAD AND 3 PACES S OF THE HOUSE.  MARK
 LW3071'IS STAMPED LUCAS USE NO 2 1943 AND PROJECTS ABOUT 8 INCHES.
 LW3071'
 LW3071'THE AZIMUTH MARK IS ABOUT 0.4 MILE N OF THE STATION ON THE E
 LW3071'SIDE OF THE ROAD TO THE STATION.  THE MARK IS OPPOSITE A LARGE
 LW3071'THREE-STORY GREY-SHINGLED BUILDING AND IS 11 PACES E OF THE
 LW3071'CENTER LINE OF THE ROAD.  IT IS SET IN A LARGE BOULDER WHICH
 LW3071'PROJECTS ABOUT 3 FEET.  MARK IS A BRONZE REFERENCE DISK STAMPED
 LW3071'LUCAS AZIMUTH 1943.
 LW3071'
 LW3071'TO REACH THE STATION FROM THE RAILROAD TRACKS IN WAKEFIELD, GO
 LW3071'SW AND W ON U.S. HIGHWAY 1 FOR 10.05 MILES TO CHARLESTOWN,
 LW3071'CONTINUE STRAIGHT AHEAD FOR 14.55 MILES TO A SIGN QUONOCHONTAUG
 LW3071'BEACH RD, TURN LEFT AND GO S 1.15 MILES TO A SIDE ROAD LEFT,
 LW3071'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 LW3071'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A FORK, TAKE LEFT
 LW3071'FORK AND GO 0.1 MILE TO THE STATION ON THE LEFT.
 LW3071
 LW3071                          STATION RECOVERY (1954)
 LW3071
 LW3071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3071'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 LW3071'CONDITION.  THE 1934 DESCRIPTION BY F.N. IS ADEQUATE AND
 LW3071'COMPLETE, EXCEPT THAT THE RESIDENCE OF MRS. V. PARSONS IS NOW
 LW3071'OCCUPIED BY MR. JACK MC GLONE.
 LW3071
 LW3071                          STATION RECOVERY (1974)
 LW3071
 LW3071'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LW3071'STATION MARK, RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.
 LW3071'
 LW3071'LUCAS AZIMUTH--THERE IS NO THREE STORY BUILDING OR FOR THAT
 LW3071'MATTER ANY BUILDING IN THIS AREA.
 LW3071
 LW3071                          STATION RECOVERY (2001)
 LW3071
 LW3071'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3071'RECOVERED STATION AND RM1. RM2 DESTROYED  BUILDING HOUSE WEST OF
 LW3071'OCEANVIEW AVENUE. STATION ON SE CORNER OF OCEANVIEW AND SURFSIDE
 LW3071'AVES,70 FEET SE OF NECO POLE 25, ALSO NET POLE 414. AZI NOT FOUND.
 LW3071
 LW3071                          STATION RECOVERY (2002)
 LW3071
 LW3071'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW3071'RM2 HAS BEEN DESTROYED BY CONSTRUCTION OF A NEW HOUSE. AZIMUTH
 LW3071'DESCRIPTION NEEDS CLARIFICATION. IF THE LAT/LON OF THE AZI IS
 LW3071'AVAILABLE IT MAY BE FOUND. PLEASE EMAIL IF AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0141 ***********************************************************************
 LW0141  DESIGNATION -  M 1
 LW0141  PID         -  LW0141
 LW0141  STATE/COUNTY-  RI/PROVIDENCE
 LW0141  USGS QUAD   -  PROVIDENCE (1975)
 LW0141
 LW0141                         *CURRENT SURVEY CONTROL
 LW0141  ___________________________________________________________________
 LW0141* NAD 83(1986)-  41 46 35.     (N)    071 25 27.     (W)     SCALED    
 LW0141* NAVD 88     -        15.047  (meters)      49.37   (feet)  ADJUSTED  
 LW0141  ___________________________________________________________________
 LW0141  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW0141  DYNAMIC HT  -          15.042 (meters)      49.35  (feet)  COMP
 LW0141  MODELED GRAV-     980,307.4   (mgal)                       NAVD 88
 LW0141
 LW0141  VERT ORDER  -  FIRST     CLASS I
 LW0141
 LW0141.The horizontal coordinates were scaled from a topographic map and have
 LW0141.an estimated accuracy of +/- 6 seconds.
 LW0141
 LW0141.The orthometric height was determined by differential leveling
 LW0141.and adjusted by the National Geodetic Survey in June 1991..
 LW0141
 LW0141.The geoid height was determined by GEOID03.
 LW0141
 LW0141.The dynamic height is computed by dividing the NAVD 88
 LW0141.geopotential number by the normal gravity value computed on the
 LW0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0141.degrees latitude (g = 980.6199 gals.).
 LW0141
 LW0141.The modeled gravity was interpolated from observed gravity values.
 LW0141
 LW0141;                    North         East    Units  Estimated Accuracy
 LW0141;SPC RI       -    76,980.      106,310.      MT  (+/- 180 meters Scaled)
 LW0141
 LW0141                          SUPERSEDED SURVEY CONTROL
 LW0141
 LW0141  NGVD 29 (??/??/92)   15.299  (m)           50.19   (f) ADJ UNCH    1 1
 LW0141
 LW0141.Superseded values are not recommended for survey control.
 LW0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0141.See file dsdata.txt to determine how the superseded data were derived.
 LW0141
 LW0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG985277(NAD 83)
 LW0141_MARKER: DB = BENCH MARK DISK
 LW0141_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0141_SP_SET: ABUTMENT
 LW0141_STAMPING: ELEV 50.256 FT M 1 1923
 LW0141_MARK LOGO: CGS   
 LW0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0141
 LW0141  HISTORY     - Date     Condition        Report By
 LW0141  HISTORY     - 1923     MONUMENTED       CGS
 LW0141  HISTORY     - 1965     GOOD             NGS
 LW0141  HISTORY     - 1986     GOOD             RIGS
 LW0141
 LW0141                          STATION DESCRIPTION
 LW0141
 LW0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 LW0141'AT CRANSTON.
 LW0141'AT CRANSTON, PROVIDENCE COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LW0141'HARTFORD RAILROAD, 75 YARDS NORTH OF THE STATION, AT BRIDGE 57.25
 LW0141'OVER THE TRACKS AT PARK AVENUE, IN THE FACE OF THE EAST ABUTMENT,
 LW0141'11.7 FEET EAST OF THE EAST RAIL OF THE EAST TRACK OF FOUR TRACKS,
 LW0141'AND ABOUT ONE FOOT ABOVE THE TRACK.  A STANDARD DISK, STAMPED
 LW0141'ELEV 50.256 FT M 1 1923 AND SET VERTICALLY.
 LW0141
 LW0141                          STATION RECOVERY (1965)
 LW0141
 LW0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LW0141'RECOVERED IN GOOD CONDITION.
 LW0141
 LW0141                          STATION RECOVERY (1986)
 LW0141
 LW0141'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0647 ***********************************************************************
 LW0647  DESIGNATION -  M 1/1
 LW0647  PID         -  LW0647
 LW0647  STATE/COUNTY-  RI/WASHINGTON
 LW0647  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0647
 LW0647                         *CURRENT SURVEY CONTROL
 LW0647  ___________________________________________________________________
 LW0647* NAD 83(1996)-  41 28 19.71598(N)    071 25 07.45078(W)     ADJUSTED  
 LW0647* NAVD 88     -        13.715  (meters)      45.00   (feet)  ADJUSTED  
 LW0647  ___________________________________________________________________
 LW0647  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW0647  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW0647  DYNAMIC HT  -          13.711 (meters)      44.98  (feet)  COMP
 LW0647  MODELED GRAV-     980,285.7   (mgal)                       NAVD 88
 LW0647
 LW0647  HORZ ORDER  -  SECOND
 LW0647  VERT ORDER  -  SECOND    CLASS 0
 LW0647
 LW0647.The horizontal coordinates were established by classical geodetic methods
 LW0647.and adjusted by the National Geodetic Survey in August 1998..
 LW0647
 LW0647.The orthometric height was determined by differential leveling
 LW0647.and adjusted by the National Geodetic Survey in June 1991..
 LW0647
 LW0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0647
 LW0647.The geoid height was determined by GEOID03.
 LW0647
 LW0647.The dynamic height is computed by dividing the NAVD 88
 LW0647.geopotential number by the normal gravity value computed on the
 LW0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0647.degrees latitude (g = 980.6199 gals.).
 LW0647
 LW0647.The modeled gravity was interpolated from observed gravity values.
 LW0647
 LW0647;                    North         East     Units Scale Factor Converg.
 LW0647;SPC RI       -    43,183.876   106,788.070   MT  0.99999432   +0 03 13.7
 LW0647;SPC RI       -   141,679.10    350,353.86   sFT  0.99999432   +0 03 13.7
 LW0647;UTM  19      - 4,593,995.725   298,031.600   MT  1.00010202   -1 36 08.5
 LW0647
 LW0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0647!SPC RI       -   1.00000258  x   0.99999432  =   0.99999690
 LW0647!UTM  19      -   1.00000258  x   1.00010202  =   1.00010460
 LW0647
 LW0647:                Primary Azimuth Mark                     Grid Az
 LW0647:SPC RI       -  BEAVERTAIL LIGHTHOUSE                    147 23 58.8
 LW0647:UTM  19      -  BEAVERTAIL LIGHTHOUSE                    149 03 21.0
 LW0647
 LW0647|---------------------------------------------------------------------|
 LW0647| PID    Reference Object                     Distance      Geod. Az  |
 LW0647|                                                           dddmmss.s |
 LW0647| LW2982 BEAVERTAIL LIGHTHOUSE               APPROX. 3.0 KM 1472712.5 |
 LW0647|---------------------------------------------------------------------|
 LW0647
 LW0647                          SUPERSEDED SURVEY CONTROL
 LW0647
 LW0647  NAD 83(1996)-  41 28 19.71534(N)    071 25 07.44992(W) AD(       ) 2
 LW0647  NAD 83(1992)-  41 28 19.71447(N)    071 25 07.45009(W) AD(       ) 2
 LW0647  NAD 83(1992)-  41 28 19.71375(N)    071 25 07.44983(W) AD(       ) 2
 LW0647  NAD 83(1986)-  41 28 19.71415(N)    071 25 07.44809(W) AD(       ) 2
 LW0647  NAD 27      -  41 28 19.34800(N)    071 25 09.24100(W) AD(       ) 2
 LW0647  NGVD 29 (??/??/92)   13.989  (m)           45.90   (f) ADJ UNCH    2 0
 LW0647
 LW0647.Superseded values are not recommended for survey control.
 LW0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0647.See file dsdata.txt to determine how the superseded data were derived.
 LW0647
 LW0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9803293996(NAD 83)
 LW0647_MARKER: DS = TRIANGULATION STATION DISK
 LW0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0647_SP_SET: BUILDING
 LW0647_STAMPING: M 1/1 1943
 LW0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0647
 LW0647  HISTORY     - Date     Condition        Report By
 LW0647  HISTORY     - 1943     MONUMENTED       CGS
 LW0647  HISTORY     - 1943     GOOD             CGS
 LW0647  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LW0647
 LW0647                          STATION DESCRIPTION
 LW0647
 LW0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0647'STATION IS LOCATED ON THE W SHORE OF NARRAGANSETT BAY, ON BONNET
 LW0647'POINT.  IT IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE
 LW0647'CONCRETE FIRE-CONTROL BUILDING WHICH IS LOCATED ON THE EDGE OF THE
 LW0647'CLIFF.  IT IS A STANDARD DISK, STAMPED M 1 OVER 1 1943 AND SET IN
 LW0647'A DRILL HOLE IN THE CONCRETE ROOF OF THE BUILDING DIRECTLY OVER
 LW0647'THE CENTER OF THE INSTRUMENT.  THE ROOF IS COVERED WITH ABOUT 20
 LW0647'IN. OF SOIL.
 LW0647'
 LW0647'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LW0647
 LW0647                          STATION RECOVERY (1943)
 LW0647
 LW0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0647'6 MI NE FROM NARRAGANSETT.
 LW0647'6.0 MILES NORTHEAST OF NARRAGANSETT, WASHINGTON COUNTY.  THIS
 LW0647'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 4.1
 LW0647'MILES NORTHEAST ALONG U.S. HIGHWAY 1, THENCE 1.0 MILE NORTHEAST
 LW0647'ALONG A COUNTY ROAD, AND THENCE 0.9 MILE SOUTHEAST ALONG A COUNTY
 LW0647'ROAD TO AN ARMY INSTALLATION.  IT IS AT BONNET POINT, ON THE
 LW0647'EAST SIDE OF A BLUFF, 15.5 FEET SOUTH-SOUTHEAST OF THE SOUTH
 LW0647'CORNER OF A BROWN BUILDING, 4.3 FEET EAST OF THE EAST CORNER
 LW0647'OF AN IRON DOOR LEADING DOWN INTO THE LOOK-OUT, IN THE ROOF OF
 LW0647'THE FIRE-CONTROL BUILDING DIRECTLY OVER THE CENTER OF THE INSTRUMENT,
 LW0647'AND ABOUT 20 INCHES UNDER GROUND.  NOTE-- THIS STATION MARKS THE
 LW0647'PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE FIRE-CONTROL BUILDING.
 LW0647
 LW0647                          STATION RECOVERY (2004)
 LW0647
 LW0647'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2864 ***********************************************************************
 LW2864  DESIGNATION -  M 1/2 E 1940
 LW2864  PID         -  LW2864
 LW2864  STATE/COUNTY-  RI/NEWPORT
 LW2864  USGS QUAD   -  NEWPORT (1975)
 LW2864
 LW2864                         *CURRENT SURVEY CONTROL
 LW2864  ___________________________________________________________________
 LW2864* NAD 83(1996)-  41 28 41.58057(N)    071 21 28.38903(W)     ADJUSTED  
 LW2864* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LW2864  ___________________________________________________________________
 LW2864  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LW2864  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW2864
 LW2864  HORZ ORDER  -  THIRD
 LW2864
 LW2864.The horizontal coordinates were established by classical geodetic methods
 LW2864.and adjusted by the National Geodetic Survey in August 1998..
 LW2864
 LW2864.The orthometric height was scaled from a topographic map.
 LW2864
 LW2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2864
 LW2864.The geoid height was determined by GEOID03.
 LW2864
 LW2864;                    North         East     Units Scale Factor Converg.
 LW2864;SPC RI       -    43,864.976   111,869.890   MT  0.99999548   +0 05 38.9
 LW2864;SPC RI       -   143,913.68    367,026.46   sFT  0.99999548   +0 05 38.9
 LW2864;UTM  19      - 4,594,529.709   303,131.466   MT  1.00007698   -1 33 44.0
 LW2864
 LW2864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2864!SPC RI       -   1.00000303  x   0.99999548  =   0.99999851
 LW2864!UTM  19      -   1.00000303  x   1.00007698  =   1.00008001
 LW2864
 LW2864                          SUPERSEDED SURVEY CONTROL
 LW2864
 LW2864  NAD 83(1996)-  41 28 41.58010(N)    071 21 28.38823(W) AD(       ) 4
 LW2864  NAD 83(1992)-  41 28 41.57899(N)    071 21 28.38837(W) AD(       ) 4
 LW2864  NAD 83(1992)-  41 28 41.57840(N)    071 21 28.38800(W) AD(       ) 4
 LW2864  NAD 83(1986)-  41 28 41.57841(N)    071 21 28.38604(W) AD(       ) 4
 LW2864  NAD 27      -  41 28 41.21000(N)    071 21 30.19100(W) AD(       ) 3
 LW2864
 LW2864.Superseded values are not recommended for survey control.
 LW2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2864.See file dsdata.txt to determine how the superseded data were derived.
 LW2864
 LW2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0313194530(NAD 83)
 LW2864_MARKER: Z = SEE DESCRIPTION
 LW2864_SETTING: 0 = UNSPECIFIED SETTING
 LW2864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2864
 LW2864  HISTORY     - Date     Condition        Report By
 LW2864  HISTORY     - 1940     MONUMENTED       CGS
 LW2864  HISTORY     - 20051111 MARK NOT FOUND   USPSQD
 LW2864
 LW2864                          STATION DESCRIPTION
 LW2864
 LW2864'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2864'STATION IS LOCATED ABOUT 2 MI. S OF THE TOWN OF JAMESTOWN, ON THE
 LW2864'GOVERNMENT RESERVATION OF FORT WETHERILL, AND IS THE CENTER OF THE
 LW2864'E ONE OF TWO INSTRUMENTS HOUSED IN THE WOODEN FIRE-CONTROL
 LW2864'BUILDING LOCATED ON THE SUMMIT OF THE KNOLL, AT THE SE PART OF THE
 LW2864'FORT, ABOUT 60 YDS. N-NE OF BATTERY VARNUM.  IT IS MARKED
 LW2864'TEMPORARILY WITH A SCREW IN THE TAR ROOF OF THE BUILDING DIRECTLY
 LW2864'OVER THE CENTER OF THE INSTRUMENT.
 LW2864'
 LW2864'IT WAS LOCATED BY TRAVERSE FROM STATION VARNUM.
 LW2864'
 LW2864'THIS IS A TRAVERSE STATION.
 LW2864
 LW2864                          STATION RECOVERY (2005)
 LW2864
 LW2864'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2864'THERE IS NO BUILDING OR EVEN A FOUNDATION NEAR THE INDICATED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2863 ***********************************************************************
 LW2863  DESIGNATION -  M 1/2 W 1940
 LW2863  PID         -  LW2863
 LW2863  STATE/COUNTY-  RI/NEWPORT
 LW2863  USGS QUAD   -  NEWPORT (1975)
 LW2863
 LW2863                         *CURRENT SURVEY CONTROL
 LW2863  ___________________________________________________________________
 LW2863* NAD 83(1996)-  41 28 41.66194(N)    071 21 28.57615(W)     ADJUSTED  
 LW2863* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LW2863  ___________________________________________________________________
 LW2863  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LW2863  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW2863
 LW2863  HORZ ORDER  -  SECOND
 LW2863
 LW2863.The horizontal coordinates were established by classical geodetic methods
 LW2863.and adjusted by the National Geodetic Survey in August 1998..
 LW2863
 LW2863.The orthometric height was scaled from a topographic map.
 LW2863
 LW2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2863
 LW2863.The geoid height was determined by GEOID03.
 LW2863
 LW2863;                    North         East     Units Scale Factor Converg.
 LW2863;SPC RI       -    43,867.479   111,865.545   MT  0.99999548   +0 05 38.7
 LW2863;SPC RI       -   143,921.89    367,012.21   sFT  0.99999548   +0 05 38.7
 LW2863;UTM  19      - 4,594,532.337   303,127.194   MT  1.00007700   -1 33 44.1
 LW2863
 LW2863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2863!SPC RI       -   1.00000303  x   0.99999548  =   0.99999851
 LW2863!UTM  19      -   1.00000303  x   1.00007700  =   1.00008003
 LW2863
 LW2863                          SUPERSEDED SURVEY CONTROL
 LW2863
 LW2863  NAD 83(1996)-  41 28 41.66146(N)    071 21 28.57535(W) AD(       ) 2
 LW2863  NAD 83(1992)-  41 28 41.66036(N)    071 21 28.57550(W) AD(       ) 2
 LW2863  NAD 83(1992)-  41 28 41.65977(N)    071 21 28.57512(W) AD(       ) 2
 LW2863  NAD 83(1986)-  41 28 41.65977(N)    071 21 28.57316(W) AD(       ) 2
 LW2863  NAD 27      -  41 28 41.29100(N)    071 21 30.37800(W) AD(       ) 2
 LW2863
 LW2863.Superseded values are not recommended for survey control.
 LW2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2863.See file dsdata.txt to determine how the superseded data were derived.
 LW2863
 LW2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0312794532(NAD 83)
 LW2863_MARKER: Z = SEE DESCRIPTION
 LW2863_SETTING: 0 = UNSPECIFIED SETTING
 LW2863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2863
 LW2863  HISTORY     - Date     Condition        Report By
 LW2863  HISTORY     - 1940     MONUMENTED       CGS
 LW2863  HISTORY     - 20051111 MARK NOT FOUND   USPSQD
 LW2863
 LW2863                          STATION DESCRIPTION
 LW2863
 LW2863'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2863'STATION IS LOCATED ABOUT 2 MI. S OF THE TOWN OF JAMESTOWN, ON THE
 LW2863'GOVERNMENT RESERVATION OF FORT WETHERILL, AND IS THE CENTER OF THE
 LW2863'W ONE OF TWO INSTRUMENTS HOUSED IN A WOODEN FIRE-CONTROL BUILDING
 LW2863'LOCATED ON THE SUMMIT OF THE KNOLL, AT THE SE PART OF THE FORT,
 LW2863'ABOUT 60 YDS. N-NE OF BATTERY VARNUM.  IT IS MARKED TEMPORARILY
 LW2863'WITH A SCREW IN THE TAR ROOF OF THE HOUSE DIRECTLY OVER THE
 LW2863'CENTER OF THE INSTRUMENT.
 LW2863'
 LW2863'IT WAS LOCATED BY TRAVERSE FROM STATION VARNUM.
 LW2863'
 LW2863'THIS IS A TRAVERSE STATION.
 LW2863
 LW2863                          STATION RECOVERY (2005)
 LW2863
 LW2863'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2863'THERE IS NO BUILDING OR EVEN A FOUNDATION NEAR THE INDICATED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0168 ***********************************************************************
 LW0168  DESIGNATION -  M 16
 LW0168  PID         -  LW0168
 LW0168  STATE/COUNTY-  RI/PROVIDENCE
 LW0168  USGS QUAD   -  PROVIDENCE (1975)
 LW0168
 LW0168                         *CURRENT SURVEY CONTROL
 LW0168  ___________________________________________________________________
 LW0168* NAD 83(1986)-  41 51 40.     (N)    071 23 44.     (W)     SCALED    
 LW0168* NAVD 88     -        29.387  (meters)      96.41   (feet)  ADJUSTED  
 LW0168  ___________________________________________________________________
 LW0168  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW0168  DYNAMIC HT  -          29.378 (meters)      96.38  (feet)  COMP
 LW0168  MODELED GRAV-     980,325.3   (mgal)                       NAVD 88
 LW0168
 LW0168  VERT ORDER  -  FIRST     CLASS II
 LW0168
 LW0168.The horizontal coordinates were scaled from a topographic map and have
 LW0168.an estimated accuracy of +/- 6 seconds.
 LW0168
 LW0168.The orthometric height was determined by differential leveling
 LW0168.and adjusted by the National Geodetic Survey in June 1991..
 LW0168
 LW0168.The geoid height was determined by GEOID03.
 LW0168
 LW0168.The dynamic height is computed by dividing the NAVD 88
 LW0168.geopotential number by the normal gravity value computed on the
 LW0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0168.degrees latitude (g = 980.6199 gals.).
 LW0168
 LW0168.The modeled gravity was interpolated from observed gravity values.
 LW0168
 LW0168;                    North         East    Units  Estimated Accuracy
 LW0168;SPC RI       -    86,390.      108,670.      MT  (+/- 180 meters Scaled)
 LW0168
 LW0168                          SUPERSEDED SURVEY CONTROL
 LW0168
 LW0168  NGVD 29 (??/??/92)   29.631  (m)           97.21   (f) ADJ UNCH    1 2
 LW0168
 LW0168.Superseded values are not recommended for survey control.
 LW0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0168.See file dsdata.txt to determine how the superseded data were derived.
 LW0168
 LW0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG011371(NAD 83)
 LW0168_MARKER: DB = BENCH MARK DISK
 LW0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0168_SP_SET: BUILDING
 LW0168_STAMPING: M 16 1965
 LW0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0168
 LW0168  HISTORY     - Date     Condition        Report By
 LW0168  HISTORY     - 1965     MONUMENTED       CGS
 LW0168  HISTORY     - 1984     GOOD             LOCSUR
 LW0168  HISTORY     - 1984     GOOD             LOCSUR
 LW0168
 LW0168                          STATION DESCRIPTION
 LW0168
 LW0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0168'AT PAWTUCKET.
 LW0168'AT PAWTUCKET, AT THE JUNCTION OF PAWTUCKET AVENUE AND DARTMOUTH
 LW0168'STREET, SET VERTICALLY IN THE SOUTHWEST FACE AT THE WEST CORNER
 LW0168'OF THE PAWTUCKET AVENUE OFFICE OF THE INDUSTRIAL NATIONAL BANK
 LW0168'BUILDING AT 486 PAWTUCKET AVENUE (A THREE STORY BUILDING), 24
 LW0168'FEET SOUTHEAST OF THE SOUTHEAST CURB OF PAWTUCKET AVENUE, 12 1/2
 LW0168'FEET NORTHEAST OF THE NORTHEAST CURB OF DARTMOUTH STREET, 2.4
 LW0168'FEET SOUTHEAST OF THE WEST CORNER OF THE BUILDING, 1.3 FEET
 LW0168'ABOVE THE GROUND AND ABOUT 2 FEET ABOVE THE LEVEL OF THE AVENUE.
 LW0168
 LW0168                          STATION RECOVERY (1984)
 LW0168
 LW0168'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0168'RECOVERED IN GOOD CONDITION.
 LW0168
 LW0168                          STATION RECOVERY (1984)
 LW0168
 LW0168'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0091 ***********************************************************************
 LW0091  DESIGNATION -  M 17
 LW0091  PID         -  LW0091
 LW0091  STATE/COUNTY-  RI/WASHINGTON
 LW0091  USGS QUAD   -  WICKFORD (1995)
 LW0091
 LW0091                         *CURRENT SURVEY CONTROL
 LW0091  ___________________________________________________________________
 LW0091* NAD 83(1986)-  41 36 10.     (N)    071 27 15.     (W)     SCALED    
 LW0091* NAVD 88     -         8.988  (meters)      29.49   (feet)  ADJUSTED  
 LW0091  ___________________________________________________________________
 LW0091  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW0091  DYNAMIC HT  -           8.985 (meters)      29.48  (feet)  COMP
 LW0091  MODELED GRAV-     980,289.3   (mgal)                       NAVD 88
 LW0091
 LW0091  VERT ORDER  -  FIRST     CLASS I
 LW0091
 LW0091.The horizontal coordinates were scaled from a topographic map and have
 LW0091.an estimated accuracy of +/- 6 seconds.
 LW0091
 LW0091.The orthometric height was determined by differential leveling
 LW0091.and adjusted by the National Geodetic Survey in June 1991..
 LW0091
 LW0091.The geoid height was determined by GEOID03.
 LW0091
 LW0091.The dynamic height is computed by dividing the NAVD 88
 LW0091.geopotential number by the normal gravity value computed on the
 LW0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0091.degrees latitude (g = 980.6199 gals.).
 LW0091
 LW0091.The modeled gravity was interpolated from observed gravity values.
 LW0091
 LW0091;                    North         East    Units  Estimated Accuracy
 LW0091;SPC RI       -    57,690.      103,820.      MT  (+/- 180 meters Scaled)
 LW0091
 LW0091                          SUPERSEDED SURVEY CONTROL
 LW0091
 LW0091  NGVD 29 (??/??/92)    9.256  (m)           30.37   (f) ADJ UNCH    1 1
 LW0091
 LW0091.Superseded values are not recommended for survey control.
 LW0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0091.See file dsdata.txt to determine how the superseded data were derived.
 LW0091
 LW0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG954085(NAD 83)
 LW0091_MARKER: DB = BENCH MARK DISK
 LW0091_SETTING: 66 = SET IN ROCK OUTCROP
 LW0091_SP_SET: ROCK OUTCROP
 LW0091_STAMPING: M 17 1965
 LW0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0091+STABILITY: POSITION/ELEVATION WELL
 LW0091
 LW0091  HISTORY     - Date     Condition        Report By
 LW0091  HISTORY     - 1965     MONUMENTED       CGS
 LW0091  HISTORY     - 1974     GOOD             NGS
 LW0091  HISTORY     - 1988     GOOD             USPSQD
 LW0091
 LW0091                          STATION DESCRIPTION
 LW0091
 LW0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0091'4.4 MI S FROM EAST GREENWICH.
 LW0091'4.4 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LW0091'EAST GREENWICH, ABOUT 90 YARDS SOUTHWEST OF THE JUNCTION OF
 LW0091'DEVILS FOOT ROAD, NEAR HIGHWAY OVERPASS OVER A SPUR LINE OF
 LW0091'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD LEADING TO THE
 LW0091'QUONSET POINT NAVAL AIR STATION, SET IN THE TOP OF A ROCK OUTCROP
 LW0091'WHICH IS 9 FEET LONG AND 4 FEET WIDE, 79 1/2 FEET EAST OF THE
 LW0091'EAST END OF THE EAST WING WALL OF THE OVERPASS, 79.5 FEET
 LW0091'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, ABOUT LEVEL WITH THE
 LW0091'TRACK AND ABOUT 20 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LW0091
 LW0091                          STATION RECOVERY (1974)
 LW0091
 LW0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LW0091'RECOVERED IN GOOD CONDITION.
 LW0091
 LW0091                          STATION RECOVERY (1988)
 LW0091
 LW0091'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0758 ***********************************************************************
 LW0758  DESIGNATION -  M 18
 LW0758  PID         -  LW0758
 LW0758  STATE/COUNTY-  RI/WASHINGTON
 LW0758  USGS QUAD   -  CAROLINA (1970)
 LW0758
 LW0758                         *CURRENT SURVEY CONTROL
 LW0758  ___________________________________________________________________
 LW0758* NAD 83(1986)-  41 24 06.     (N)    071 44 48.     (W)     SCALED    
 LW0758* NAVD 88     -        22.900  (meters)      75.13   (feet)  ADJUSTED  
 LW0758  ___________________________________________________________________
 LW0758  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW0758  DYNAMIC HT  -          22.892 (meters)      75.10  (feet)  COMP
 LW0758  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 LW0758  OBS GRAVITY -     980,276.7   (mgal)                       GRAV_OBS
 LW0758
 LW0758  VERT ORDER  -  FIRST     CLASS I
 LW0758
 LW0758.The horizontal coordinates were scaled from a topographic map and have
 LW0758.an estimated accuracy of +/- 6 seconds.
 LW0758
 LW0758.The orthometric height was determined by differential leveling
 LW0758.and adjusted by the National Geodetic Survey in June 1991..
 LW0758
 LW0758.The geoid height was determined by GEOID03.
 LW0758
 LW0758.The dynamic height is computed by dividing the NAVD 88
 LW0758.geopotential number by the normal gravity value computed on the
 LW0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0758.degrees latitude (g = 980.6199 gals.).
 LW0758
 LW0758.The modeled gravity was interpolated from observed gravity values.
 LW0758.The observed gravity was obtained from relative gravimeter ties
 LW0758.to the IGSN71 gravity network.
 LW0758
 LW0758;                    North         East    Units  Estimated Accuracy
 LW0758;SPC RI       -    35,380.       79,370.      MT  (+/- 180 meters Scaled)
 LW0758
 LW0758                          SUPERSEDED SURVEY CONTROL
 LW0758
 LW0758  NGVD 29 (??/??/92)   23.177  (m)           76.04   (f) ADJ UNCH    1 1
 LW0758
 LW0758.Superseded values are not recommended for survey control.
 LW0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0758.See file dsdata.txt to determine how the superseded data were derived.
 LW0758
 LW0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF703869(NAD 83)
 LW0758_MARKER: DB = BENCH MARK DISK
 LW0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0758_SP_SET: WALL
 LW0758_STAMPING: M 18 1965
 LW0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0758
 LW0758  HISTORY     - Date     Condition        Report By
 LW0758  HISTORY     - 1965     MONUMENTED       CGS
 LW0758  HISTORY     - 1969     GOOD             NGS
 LW0758  HISTORY     - 1984     GOOD             USPSQD
 LW0758  HISTORY     - 1988     GOOD             USPSQD
 LW0758  HISTORY     - 1988     GOOD             USPSQD
 LW0758  HISTORY     - 1990     GOOD             USPSQD
 LW0758
 LW0758                          STATION DESCRIPTION
 LW0758
 LW0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0758'AT BRADFORD.
 LW0758'AT BRADFORD, AT THE NORTH END OF THE STATE HIGHWAY 91 OVERPASS
 LW0758'OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, SET ON THE
 LW0758'2 ND STEP FROM THE TOP OF THE WEST CONCRETE WING WALL, 9.5 FEET
 LW0758'WEST OF THE WEST CURB OF THE HIGHWAY, 2 1/2 FEET WEST OF THE
 LW0758'WEST SIDE OF THE CONCRETE BANNISTER OF THE BRIDGE AND 1 FOOT
 LW0758'BELOW THE LEVEL OF THE HIGHWAY.
 LW0758
 LW0758                          STATION RECOVERY (1969)
 LW0758
 LW0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0758'RECOVERED IN GOOD CONDITION.
 LW0758
 LW0758                          STATION RECOVERY (1984)
 LW0758
 LW0758'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0758'RECOVERED IN GOOD CONDITION.
 LW0758
 LW0758                          STATION RECOVERY (1988)
 LW0758
 LW0758'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0758'RECOVERED IN GOOD CONDITION.
 LW0758
 LW0758                          STATION RECOVERY (1988)
 LW0758
 LW0758'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0758'RECOVERED IN GOOD CONDITION.
 LW0758
 LW0758                          STATION RECOVERY (1990)
 LW0758
 LW0758'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0966 ***********************************************************************
 LW0966  DESIGNATION -  M 19
 LW0966  PID         -  LW0966
 LW0966  STATE/COUNTY-  RI/WASHINGTON
 LW0966  USGS QUAD   -  CAROLINA (1970)
 LW0966
 LW0966                         *CURRENT SURVEY CONTROL
 LW0966  ___________________________________________________________________
 LW0966* NAD 83(1986)-  41 29 57.     (N)    071 42 31.     (W)     SCALED    
 LW0966* NAVD 88     -        29.673  (meters)      97.35   (feet)  ADJUSTED  
 LW0966  ___________________________________________________________________
 LW0966  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0966  DYNAMIC HT  -          29.663 (meters)      97.32  (feet)  COMP
 LW0966  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 LW0966
 LW0966  VERT ORDER  -  SECOND    CLASS 0
 LW0966
 LW0966.The horizontal coordinates were scaled from a topographic map and have
 LW0966.an estimated accuracy of +/- 6 seconds.
 LW0966
 LW0966.The orthometric height was determined by differential leveling
 LW0966.and adjusted by the National Geodetic Survey in June 1991..
 LW0966
 LW0966.The geoid height was determined by GEOID03.
 LW0966
 LW0966.The dynamic height is computed by dividing the NAVD 88
 LW0966.geopotential number by the normal gravity value computed on the
 LW0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0966.degrees latitude (g = 980.6199 gals.).
 LW0966
 LW0966.The modeled gravity was interpolated from observed gravity values.
 LW0966
 LW0966;                    North         East    Units  Estimated Accuracy
 LW0966;SPC RI       -    46,200.       82,580.      MT  (+/- 180 meters Scaled)
 LW0966
 LW0966                          SUPERSEDED SURVEY CONTROL
 LW0966
 LW0966  NGVD 29 (??/??/92)   29.947  (m)           98.25   (f) ADJ UNCH    2 0
 LW0966
 LW0966.Superseded values are not recommended for survey control.
 LW0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0966.See file dsdata.txt to determine how the superseded data were derived.
 LW0966
 LW0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF739977(NAD 83)
 LW0966_MARKER: DB = BENCH MARK DISK
 LW0966_SETTING: 66 = SET IN ROCK OUTCROP
 LW0966_SP_SET: ROCK CUT
 LW0966_STAMPING: M 19 1969
 LW0966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0966+STABILITY: POSITION/ELEVATION WELL
 LW0966
 LW0966  HISTORY     - Date     Condition        Report By
 LW0966  HISTORY     - 1969     MONUMENTED       CGS
 LW0966  HISTORY     - 1984     GOOD             USPSQD
 LW0966  HISTORY     - 1988     GOOD             USPSQD
 LW0966  HISTORY     - 1989     GOOD             USPSQD
 LW0966  HISTORY     - 1990     GOOD             USPSQD
 LW0966
 LW0966                          STATION DESCRIPTION
 LW0966
 LW0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0966'2.4 MI SE FROM HOPE VALLEY.
 LW0966'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE FIRST
 LW0966'BAPTIST CHURCH AT HOPE VALLEY, THENCE 1.25 MILES SOUTHWEST ALONG
 LW0966'INTERSTATE HIGHWAY 95, ABOUT 0.45 MILE NORTHEAST OF THE NORTHEAST
 LW0966'END OF THE LARGE BRIDGE OVER THE WOOD RIVER, AT ABOUT THE CENTER
 LW0966'OF A ROCK CUT WHICH IS ABOUT 0.2 MILE LONG, NEAR THE LOWEST
 LW0966'POINT OF THE ROCK CUT, 46 FEET SOUTHEAST OF THE CENTER LINE OF
 LW0966'THE NORTHBOUND LANE OF THE HIGHWAY, 3.6 FEET SOUTHEAST OF THE
 LW0966'NORTHWEST FACE OF THE ROCK, 0.8 FOOT SOUTHEAST OF A 1 FOOT HIGH
 LW0966'COPPER COATED STEEL ROCK SET IN ROCK, AND ABOUT 8 FEET ABOVE
 LW0966'THE LEVEL OF THE HIGHWAY.
 LW0966
 LW0966                          STATION RECOVERY (1984)
 LW0966
 LW0966'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0966'RECOVERED IN GOOD CONDITION.
 LW0966
 LW0966                          STATION RECOVERY (1988)
 LW0966
 LW0966'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0966'RECOVERED IN GOOD CONDITION.
 LW0966
 LW0966                          STATION RECOVERY (1989)
 LW0966
 LW0966'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0966'RECOVERED IN GOOD CONDITION.
 LW0966
 LW0966                          STATION RECOVERY (1990)
 LW0966
 LW0966'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0812 ***********************************************************************
 LW0812  DESIGNATION -  M 2
 LW0812  PID         -  LW0812
 LW0812  STATE/COUNTY-  RI/WASHINGTON
 LW0812  USGS QUAD   -  WATCH HILL (1984)
 LW0812
 LW0812                         *CURRENT SURVEY CONTROL
 LW0812  ___________________________________________________________________
 LW0812* NAD 83(1986)-  41 19 10.     (N)    071 49 54.     (W)     SCALED    
 LW0812* NAVD 88     -         3.961  (meters)      13.00   (feet)  ADJUSTED  
 LW0812  ___________________________________________________________________
 LW0812  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW0812  DYNAMIC HT  -           3.960 (meters)      12.99  (feet)  COMP
 LW0812  MODELED GRAV-     980,275.0   (mgal)                       NAVD 88
 LW0812
 LW0812  VERT ORDER  -  SECOND    CLASS 0
 LW0812
 LW0812.The horizontal coordinates were scaled from a topographic map and have
 LW0812.an estimated accuracy of +/- 6 seconds.
 LW0812
 LW0812.The orthometric height was determined by differential leveling
 LW0812.and adjusted by the National Geodetic Survey in June 1991..
 LW0812
 LW0812.The geoid height was determined by GEOID03.
 LW0812
 LW0812.The dynamic height is computed by dividing the NAVD 88
 LW0812.geopotential number by the normal gravity value computed on the
 LW0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0812.degrees latitude (g = 980.6199 gals.).
 LW0812
 LW0812.The modeled gravity was interpolated from observed gravity values.
 LW0812
 LW0812;                    North         East    Units  Estimated Accuracy
 LW0812;SPC RI       -    26,280.       72,230.      MT  (+/- 180 meters Scaled)
 LW0812
 LW0812                          SUPERSEDED SURVEY CONTROL
 LW0812
 LW0812  NGVD 29 (??/??/92)    4.250  (m)           13.94   (f) ADJ UNCH    2 0
 LW0812
 LW0812.Superseded values are not recommended for survey control.
 LW0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0812.See file dsdata.txt to determine how the superseded data were derived.
 LW0812
 LW0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF629780(NAD 83)
 LW0812_MARKER: DB = BENCH MARK DISK
 LW0812_SETTING: 80 = SET IN A BOULDER
 LW0812_SP_SET: BOULDER
 LW0812_STAMPING: M2 1943
 LW0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0812+STABILITY: SURFACE MOTION
 LW0812
 LW0812  HISTORY     - Date     Condition        Report By
 LW0812  HISTORY     - 1943     MONUMENTED       CGS
 LW0812  HISTORY     - 1984     GOOD             USPSQD
 LW0812  HISTORY     - 1988     GOOD             USPSQD
 LW0812  HISTORY     - 1989     GOOD             USPSQD
 LW0812  HISTORY     - 1989     GOOD             USPSQD
 LW0812
 LW0812                          STATION DESCRIPTION
 LW0812
 LW0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0812'0.5 MI NE FROM WATCH HILL.
 LW0812'0.5 MILE NORTHEAST ALONG WESTERLY ROAD FROM THE POST OFFICE AT
 LW0812'WATCH HILL, WASHINGTON COUNTY, THENCE 1.2 MILES NORTHEAST ALONG
 LW0812'OCEAN VIEW HIGHWAY, ON THE NORTH SIDE OF WATCH HILL POND, ON THE
 LW0812'SOUTH SLOPE OF A HILL THAT SLOPES TO THE POND, 20 FEET NORTH OF
 LW0812'THE CENTER LINE OF THE HIGHWAY, 2.7 FEET NORTH OF A WHITE WOODEN
 LW0812'WITNESS POST, AND IN THE TOP OF A BOULDER.  A STANDARD DISK,
 LW0812'STAMPED M 2 1943.
 LW0812
 LW0812                          STATION RECOVERY (1984)
 LW0812
 LW0812'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0812'DESCRIPTION ADEQUATE WITH EXCEPTIONS AS FOLLOWS: WHITE WITNESS POST
 LW0812'IS MISSING- BOULDER HAS A PAINTED CROSS ON FACE TOWARD ROAD.
 LW0812
 LW0812                          STATION RECOVERY (1988)
 LW0812
 LW0812'RECOVERY NOTE BY US POWER SQUADRON 1988 (BAM)
 LW0812'RECOVERED IN GOOD CONDITION.
 LW0812
 LW0812                          STATION RECOVERY (1989)
 LW0812
 LW0812'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0812'RECOVERED IN GOOD CONDITION.
 LW0812
 LW0812                          STATION RECOVERY (1989)
 LW0812
 LW0812'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0357 ***********************************************************************
 LW0357  DESIGNATION -  M 20
 LW0357  PID         -  LW0357
 LW0357  STATE/COUNTY-  RI/KENT
 LW0357  USGS QUAD   -  CROMPTON (1995)
 LW0357
 LW0357                         *CURRENT SURVEY CONTROL
 LW0357  ___________________________________________________________________
 LW0357* NAD 83(1986)-  41 39 59.     (N)    071 29 58.     (W)     SCALED    
 LW0357* NAVD 88     -        74.259  (meters)     243.63   (feet)  ADJUSTED  
 LW0357  ___________________________________________________________________
 LW0357  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW0357  DYNAMIC HT  -          74.234 (meters)     243.55  (feet)  COMP
 LW0357  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 LW0357
 LW0357  VERT ORDER  -  SECOND    CLASS 0
 LW0357
 LW0357.The horizontal coordinates were scaled from a topographic map and have
 LW0357.an estimated accuracy of +/- 6 seconds.
 LW0357
 LW0357.The orthometric height was determined by differential leveling
 LW0357.and adjusted by the National Geodetic Survey in June 1991..
 LW0357
 LW0357.The geoid height was determined by GEOID03.
 LW0357
 LW0357.The dynamic height is computed by dividing the NAVD 88
 LW0357.geopotential number by the normal gravity value computed on the
 LW0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0357.degrees latitude (g = 980.6199 gals.).
 LW0357
 LW0357.The modeled gravity was interpolated from observed gravity values.
 LW0357
 LW0357;                    North         East    Units  Estimated Accuracy
 LW0357;SPC RI       -    64,750.      100,050.      MT  (+/- 180 meters Scaled)
 LW0357
 LW0357                          SUPERSEDED SURVEY CONTROL
 LW0357
 LW0357  NGVD 29 (??/??/92)   74.518  (m)          244.48   (f) ADJ UNCH    2 0
 LW0357
 LW0357.Superseded values are not recommended for survey control.
 LW0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0357.See file dsdata.txt to determine how the superseded data were derived.
 LW0357
 LW0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG919157(NAD 83)
 LW0357_MARKER: DB = BENCH MARK DISK
 LW0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0357_SP_SET: ABUTMENT
 LW0357_STAMPING: M 20 1969
 LW0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0357
 LW0357  HISTORY     - Date     Condition        Report By
 LW0357  HISTORY     - 1969     MONUMENTED       CGS
 LW0357  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 LW0357  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW0357
 LW0357                          STATION DESCRIPTION
 LW0357
 LW0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0357'AT WEST WARWICK.
 LW0357'AT WEST WARWICK, ALONG INTERSTATE HIGHWAY 95, ABOUT 0.3 NORTH
 LW0357'ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 401,
 LW0357'BETWEEN THE TWO LANES OF INTERSTATE HIGHWAY 95, SET IN THE TOP
 LW0357'OF THE WEST ABUTMENT FOR THE I-95 OVERPASS OVER STATE HIGHWAY 2,
 LW0357'25.8 FEET NORTH OF THE CENTER LINE OF THE NORTHBOUND LANE OF
 LW0357'THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF INTERSTATE HIGHWAY 95.
 LW0357
 LW0357                          STATION RECOVERY (1977)
 LW0357
 LW0357'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LW0357'MARK NOT FOUND.
 LW0357
 LW0357                          STATION RECOVERY (1988)
 LW0357
 LW0357'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5178 ***********************************************************************
 LW5178  DESIGNATION -  M 20 RESET
 LW5178  PID         -  LW5178
 LW5178  STATE/COUNTY-  RI/KENT
 LW5178  USGS QUAD   -  CROMPTON (1995)
 LW5178
 LW5178                         *CURRENT SURVEY CONTROL
 LW5178  ___________________________________________________________________
 LW5178* NAD 83(1986)-  41 40 00.     (N)    071 29 58.     (W)     SCALED    
 LW5178* NAVD 88     -        74.293  (meters)     243.74   (feet)  ADJUSTED  
 LW5178  ___________________________________________________________________
 LW5178  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW5178  DYNAMIC HT  -          74.268 (meters)     243.66  (feet)  COMP
 LW5178  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 LW5178
 LW5178  VERT ORDER  -  SECOND    CLASS II
 LW5178
 LW5178.The horizontal coordinates were scaled from a topographic map and have
 LW5178.an estimated accuracy of +/- 6 seconds.
 LW5178
 LW5178.The orthometric height was determined by differential leveling
 LW5178.and adjusted by the National Geodetic Survey in June 1991..
 LW5178
 LW5178.The geoid height was determined by GEOID03.
 LW5178
 LW5178.The dynamic height is computed by dividing the NAVD 88
 LW5178.geopotential number by the normal gravity value computed on the
 LW5178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5178.degrees latitude (g = 980.6199 gals.).
 LW5178
 LW5178.The modeled gravity was interpolated from observed gravity values.
 LW5178
 LW5178;                    North         East    Units  Estimated Accuracy
 LW5178;SPC RI       -    64,790.      100,050.      MT  (+/- 180 meters Scaled)
 LW5178
 LW5178                          SUPERSEDED SURVEY CONTROL
 LW5178
 LW5178.No superseded survey control is available for this station.
 LW5178
 LW5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG919157(NAD 83)
 LW5178_MARKER: DB = BENCH MARK DISK
 LW5178_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW5178_SP_SET: SET IN TOP WALL OF OVERPASS
 LW5178_STAMPING: M 20 RESET 1977
 LW5178_MARK LOGO: NGS   
 LW5178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5178+STABILITY: SURFACE MOTION
 LW5178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5178+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1988
 LW5178
 LW5178  HISTORY     - Date     Condition        Report By
 LW5178  HISTORY     - 1977     MONUMENTED       NGS
 LW5178  HISTORY     - 1984     GOOD             RIGS
 LW5178  HISTORY     - 19880701 GOOD             RIGS
 LW5178
 LW5178                          STATION DESCRIPTION
 LW5178
 LW5178'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5178'IN WARWICK.
 LW5178'IN WEST WARWICK, ALONG INTERSTATE ROUTE 95, ABOUT 0.3 MILE NORTH
 LW5178'ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 401, ON THE
 LW5178'NORTHWEST CORNER OF THE INTERSTATE OVERPASS BRIDGE, SET IN THE TOP
 LW5178'WALL 26.5 FEET NORTH OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE
 LW5178'HIGHWAY, 0.7 FEET ABOVE THE GUTTER, 24.8 FEET EAST OF METAL LIGHT
 LW5178'POLE NUMBER 17, AND 2.2 FEET NORTH OF THE GRANITE CURBING.
 LW5178
 LW5178                          STATION RECOVERY (1988)
 LW5178
 LW5178'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1348 ***********************************************************************
 LW1348  DESIGNATION -  M 21
 LW1348  PID         -  LW1348
 LW1348  STATE/COUNTY-  RI/KENT
 LW1348  USGS QUAD   -  CROMPTON (1995)
 LW1348
 LW1348                         *CURRENT SURVEY CONTROL
 LW1348  ___________________________________________________________________
 LW1348* NAD 83(1986)-  41 42 58.     (N)    071 33 27.     (W)     SCALED    
 LW1348* NAVD 88     -        96.211  (meters)     315.65   (feet)  ADJUSTED  
 LW1348  ___________________________________________________________________
 LW1348  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW1348  DYNAMIC HT  -          96.178 (meters)     315.54  (feet)  COMP
 LW1348  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 LW1348
 LW1348  VERT ORDER  -  SECOND    CLASS 0
 LW1348
 LW1348.The horizontal coordinates were scaled from a topographic map and have
 LW1348.an estimated accuracy of +/- 6 seconds.
 LW1348
 LW1348.The orthometric height was determined by differential leveling
 LW1348.and adjusted by the National Geodetic Survey in June 1991..
 LW1348
 LW1348.The geoid height was determined by GEOID03.
 LW1348
 LW1348.The dynamic height is computed by dividing the NAVD 88
 LW1348.geopotential number by the normal gravity value computed on the
 LW1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1348.degrees latitude (g = 980.6199 gals.).
 LW1348
 LW1348.The modeled gravity was interpolated from observed gravity values.
 LW1348
 LW1348;                    North         East    Units  Estimated Accuracy
 LW1348;SPC RI       -    70,280.       95,220.      MT  (+/- 180 meters Scaled)
 LW1348
 LW1348                          SUPERSEDED SURVEY CONTROL
 LW1348
 LW1348  NGVD 29 (??/??/92)   96.459  (m)          316.47   (f) ADJ UNCH    2 0
 LW1348
 LW1348.Superseded values are not recommended for survey control.
 LW1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1348.See file dsdata.txt to determine how the superseded data were derived.
 LW1348
 LW1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG872214(NAD 83)
 LW1348_MARKER: DB = BENCH MARK DISK
 LW1348_SETTING: 80 = SET IN A BOULDER
 LW1348_SP_SET: BOULDER
 LW1348_STAMPING: M 21 1969
 LW1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1348+STABILITY: SURFACE MOTION
 LW1348
 LW1348  HISTORY     - Date     Condition        Report By
 LW1348  HISTORY     - 1969     MONUMENTED       CGS
 LW1348  HISTORY     - 1987     GOOD             USPSQD
 LW1348  HISTORY     - 1988     GOOD             USPSQD
 LW1348
 LW1348                          STATION DESCRIPTION
 LW1348
 LW1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1348'1.2 MI S FROM HOPE.
 LW1348'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1348'OF STATE HIGHWAY 115 AT HOPE, ABOUT 1.8 MILES NORTH OF THE
 LW1348'JUNCTION OF STATE HIGHWAYS 33 AND 117 AT ANTHONY, ON THE OUTSIDE
 LW1348'AND NEAR THE SOUTHWEST END OF A CURVE, SET IN THE TOP OF A ROCK
 LW1348'WHICH IS 5 FEET LONG AND 2 FEET WIDE, 26 FEET SOUTHEAST OF THE
 LW1348'CENTER LINE OF THE HIGHWAY, 43 FEET SOUTHWEST OF POWER LINE POLE
 LW1348'71 AND ABOUT LEVEL WITH THE HIGHWAY.
 LW1348
 LW1348                          STATION RECOVERY (1987)
 LW1348
 LW1348'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1348'RECOVERED IN GOOD CONDITION.
 LW1348
 LW1348                          STATION RECOVERY (1988)
 LW1348
 LW1348'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2953 ***********************************************************************
 LW2953  DESIGNATION -  M 2/1 E 1940
 LW2953  PID         -  LW2953
 LW2953  STATE/COUNTY-  RI/WASHINGTON
 LW2953  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2953
 LW2953                         *CURRENT SURVEY CONTROL
 LW2953  ___________________________________________________________________
 LW2953* NAD 83(1996)-  41 29 32.28393(N)    071 25 25.02310(W)     ADJUSTED  
 LW2953* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 LW2953  ___________________________________________________________________
 LW2953  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 LW2953  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW2953
 LW2953  HORZ ORDER  -  SECOND
 LW2953
 LW2953.The horizontal coordinates were established by classical geodetic methods
 LW2953.and adjusted by the National Geodetic Survey in August 1998..
 LW2953
 LW2953.The orthometric height was scaled from a topographic map.
 LW2953
 LW2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2953
 LW2953.The geoid height was determined by GEOID03.
 LW2953
 LW2953;                    North         East     Units Scale Factor Converg.
 LW2953;SPC RI       -    45,422.278   106,378.359   MT  0.99999425   +0 03 02.2
 LW2953;SPC RI       -   149,022.92    349,009.67   sFT  0.99999425   +0 03 02.2
 LW2953;UTM  19      - 4,596,245.278   297,686.730   MT  1.00010373   -1 36 22.5
 LW2953
 LW2953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2953!SPC RI       -   1.00000053  x   0.99999425  =   0.99999478
 LW2953!UTM  19      -   1.00000053  x   1.00010373  =   1.00010426
 LW2953
 LW2953                          SUPERSEDED SURVEY CONTROL
 LW2953
 LW2953  NAD 83(1996)-  41 29 32.28327(N)    071 25 25.02233(W) AD(       ) 2
 LW2953  NAD 83(1992)-  41 29 32.28242(N)    071 25 25.02237(W) AD(       ) 2
 LW2953  NAD 83(1992)-  41 29 32.28177(N)    071 25 25.02227(W) AD(       ) 2
 LW2953  NAD 83(1986)-  41 29 32.28237(N)    071 25 25.01841(W) AD(       ) 2
 LW2953  NAD 27      -  41 29 31.91600(N)    071 25 26.81200(W) AD(       ) 2
 LW2953
 LW2953.Superseded values are not recommended for survey control.
 LW2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2953.See file dsdata.txt to determine how the superseded data were derived.
 LW2953
 LW2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9768796245(NAD 83)
 LW2953_MARKER: Z = SEE DESCRIPTION
 LW2953_SETTING: 0 = UNSPECIFIED SETTING
 LW2953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2953
 LW2953  HISTORY     - Date     Condition        Report By
 LW2953  HISTORY     - 1940     MONUMENTED       CGS
 LW2953  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW2953
 LW2953                          STATION DESCRIPTION
 LW2953
 LW2953'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2953'STATION IS LOCATED ON THE W SHORE OF NARRAGANSETT BAY, ON THE
 LW2953'GOVERNMENT RESERVATION OF FORT KEARNEY, AND IS THE CENTER OF THE E
 LW2953'ONE OF TWO INSTRUMENTS HOUSED IN THE CONCRETE FIRE-CONTROL
 LW2953'BUILDING THAT IS NEAR THE NW CORNER OF THE RESERVATION.  A 3-FT.
 LW2953'LENGTH OF 3/4-IN. PIPE STANDS VERTICALLY ON THE ROOF OVER THE
 LW2953'CENTER OF THE INSTRUMENT.  MEASUREMENTS WERE MADE TO THE CENTER OF
 LW2953'THE PIPE.  IT WAS LOCATED BY TRAVERSE FROM STATION KEARNEY.
 LW2953'
 LW2953'THIS IS A TRAVERSE STATION.
 LW2953
 LW2953                          STATION RECOVERY (2001)
 LW2953
 LW2953'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2952 ***********************************************************************
 LW2952  DESIGNATION -  M 2/1 W 1940
 LW2952  PID         -  LW2952
 LW2952  STATE/COUNTY-  RI/WASHINGTON
 LW2952  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2952
 LW2952                         *CURRENT SURVEY CONTROL
 LW2952  ___________________________________________________________________
 LW2952* NAD 83(1996)-  41 29 32.19774(N)    071 25 25.13844(W)     ADJUSTED  
 LW2952* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 LW2952  ___________________________________________________________________
 LW2952  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 LW2952  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW2952
 LW2952  HORZ ORDER  -  THIRD
 LW2952
 LW2952.The horizontal coordinates were established by classical geodetic methods
 LW2952.and adjusted by the National Geodetic Survey in August 1998..
 LW2952
 LW2952.The orthometric height was scaled from a topographic map.
 LW2952
 LW2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2952
 LW2952.The geoid height was determined by GEOID03.
 LW2952
 LW2952;                    North         East     Units Scale Factor Converg.
 LW2952;SPC RI       -    45,419.616   106,375.686   MT  0.99999425   +0 03 02.1
 LW2952;SPC RI       -   149,014.19    349,000.90   sFT  0.99999425   +0 03 02.1
 LW2952;UTM  19      - 4,596,242.695   297,683.981   MT  1.00010375   -1 36 22.5
 LW2952
 LW2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2952!SPC RI       -   1.00000053  x   0.99999425  =   0.99999478
 LW2952!UTM  19      -   1.00000053  x   1.00010375  =   1.00010428
 LW2952
 LW2952                          SUPERSEDED SURVEY CONTROL
 LW2952
 LW2952  NAD 83(1996)-  41 29 32.19709(N)    071 25 25.13767(W) AD(       ) 4
 LW2952  NAD 83(1992)-  41 29 32.19623(N)    071 25 25.13771(W) AD(       ) 4
 LW2952  NAD 83(1992)-  41 29 32.19558(N)    071 25 25.13761(W) AD(       ) 4
 LW2952  NAD 83(1986)-  41 29 32.19619(N)    071 25 25.13375(W) AD(       ) 4
 LW2952  NAD 27      -  41 29 31.83000(N)    071 25 26.92700(W) AD(       ) 3
 LW2952
 LW2952.Superseded values are not recommended for survey control.
 LW2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2952.See file dsdata.txt to determine how the superseded data were derived.
 LW2952
 LW2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9768496243(NAD 83)
 LW2952_MARKER: Z = SEE DESCRIPTION
 LW2952_SETTING: 0 = UNSPECIFIED SETTING
 LW2952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2952
 LW2952  HISTORY     - Date     Condition        Report By
 LW2952  HISTORY     - 1940     MONUMENTED       CGS
 LW2952  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW2952
 LW2952                          STATION DESCRIPTION
 LW2952
 LW2952'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2952'STATION IS LOCATED ON THE W SHORE OF NARRAGANSETT BAY, ON THE
 LW2952'GOVERNMENT RESERVATION OF FORT KEARNEY, AND IS THE CENTER OF THE W
 LW2952'ONE OF TWO INSTRUMENTS HOUSED IN THE CONCRETE FIRE-CONTROL
 LW2952'BUILDING THAT IS NEAR THE NW CORNER OF THE RESERVATION.  A 3-FT.
 LW2952'LENGTH OF 3/4-IN. PIPE STANDS VERTICALLY ON THE ROOF OVER THE
 LW2952'CENTER OF THE INSTRUMENT.  MEASUREMENTS WERE MADE TO THE CENTER OF
 LW2952'THE PIPE.  IT WAS LOCATED BY TRAVERSE FROM STATION KEARNEY.
 LW2952'
 LW2952'THIS IS A TRAVERSE STATION.
 LW2952
 LW2952                          STATION RECOVERY (2001)
 LW2952
 LW2952'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0979 ***********************************************************************
 LW0979  DESIGNATION -  M 22
 LW0979  PID         -  LW0979
 LW0979  STATE/COUNTY-  RI/WASHINGTON
 LW0979  USGS QUAD   -  
 LW0979
 LW0979                         *CURRENT SURVEY CONTROL
 LW0979  ___________________________________________________________________
 LW0979* NAD 83(1986)-  41 19 59.     (N)    071 24 59.     (W)     SCALED    
 LW0979* NAVD 88     -        18.184  (meters)      59.66   (feet)  ADJUSTED  
 LW0979  ___________________________________________________________________
 LW0979  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0979  DYNAMIC HT  -          18.178 (meters)      59.64  (feet)  COMP
 LW0979  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 LW0979
 LW0979  VERT ORDER  -  SECOND    CLASS 0
 LW0979
 LW0979.The horizontal coordinates were scaled from a topographic map and have
 LW0979.an estimated accuracy of +/- 6 seconds.
 LW0979
 LW0979.The orthometric height was determined by differential leveling
 LW0979.and adjusted by the National Geodetic Survey in June 1991..
 LW0979
 LW0979.The geoid height was determined by GEOID03.
 LW0979
 LW0979.The dynamic height is computed by dividing the NAVD 88
 LW0979.geopotential number by the normal gravity value computed on the
 LW0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0979.degrees latitude (g = 980.6199 gals.).
 LW0979
 LW0979.The modeled gravity was interpolated from observed gravity values.
 LW0979
 LW0979;                    North         East    Units  Estimated Accuracy
 LW0979;SPC RI       -    27,740.      107,000.      MT  (+/- 180 meters Scaled)
 LW0979
 LW0979                          SUPERSEDED SURVEY CONTROL
 LW0979
 LW0979  NGVD 29 (??/??/92)   18.463  (m)           60.57   (f) ADJ UNCH    2 0
 LW0979
 LW0979.Superseded values are not recommended for survey control.
 LW0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0979.See file dsdata.txt to determine how the superseded data were derived.
 LW0979
 LW0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF977785(NAD 83)
 LW0979_STAMPING: M 22 1969
 LW0979_MARK LOGO: CGS   
 LW0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0979+STABILITY: SURFACE MOTION
 LW0979
 LW0979  HISTORY     - Date     Condition        Report By
 LW0979  HISTORY     - 1969     FIRST OBSERVED   CGS
 LW0979  HISTORY     - 19860606 GOOD             RIGS
 LW0979  HISTORY     - 1988     GOOD             USPSQD
 LW0979  HISTORY     - 1988     GOOD             USPSQD
 LW0979  HISTORY     - 1989     GOOD             USPSQD
 LW0979  HISTORY     - 1990     GOOD             USPSQD
 LW0979  HISTORY     - 19900606 GOOD             RIGS
 LW0979
 LW0979                          STATION DESCRIPTION
 LW0979
 LW0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0979'2.6 MI E FROM CHARLESTOWN.
 LW0979'ABOUT 2.6 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 LW0979'OF STATE HIGHWAY 2 AND 112 AT CHARLESTOWN, 0.25 MILE EAST OF
 LW0979'THE JUNCTION OF STATE HIGHWAY 1 A LEADING WESTERLY TO CHARLESTOWN,
 LW0979'ALONG THE OLD HIGHWAY, SET ON THE TOP OF A 4-BY-3-FOOT BURIED
 LW0979'BOULDER WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 108.5 FEET NORTH
 LW0979'OF AND ACROSS THE OLD HIGHWAY FROM THE CENTER LINE OF THE
 LW0979'SOUTHBOUND LANE OF U.S. HIGHWAY 1, 37 FEET NORTH OF THE CENTER LINE
 LW0979'OF THE OLD HIGHWAY, 77 FEET NORTHEAST OF THE WEST END OF A GUARD
 LW0979'RAIL ALONG THE OLD HIGHWAY, 35 FEET NORTHWEST OF THE EAST END OF
 LW0979'THE GUARD RAIL ALONG THE OLD HIGHWAY, 1 FOOT ABOVE THE LEVEL OF
 LW0979'THE OLD HIGHWAY.
 LW0979
 LW0979                          STATION RECOVERY (1986)
 LW0979
 LW0979'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW0979'RECOVERED AS DESCRIBED.
 LW0979
 LW0979                          STATION RECOVERY (1988)
 LW0979
 LW0979'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0979'RECOVERED IN GOOD CONDITION.
 LW0979
 LW0979                          STATION RECOVERY (1988)
 LW0979
 LW0979'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0979'RECOVERED IN GOOD CONDITION.
 LW0979
 LW0979                          STATION RECOVERY (1989)
 LW0979
 LW0979'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0979'RECOVERED IN GOOD CONDITION.
 LW0979
 LW0979                          STATION RECOVERY (1990)
 LW0979
 LW0979'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0979'RECOVERED IN GOOD CONDITION.
 LW0979
 LW0979                          STATION RECOVERY (1990)
 LW0979
 LW0979'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0979'ABOUT 2.6 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LW0979'HIGHWAY 2 AND 112 AT CHARLESTOWN, 0.25 MILE EAST OF THE JUNCTION OF
 LW0979'STATE HIGHWAY 1 A LEADING WESTERLY TO CHARLESTOWN, ALONG THE OLD
 LW0979'HIGHWAY, SET ON THE TOP OF A 4-BY-3-FOOT BURIED BOULDER WHICH
 LW0979'PROJECTS 1 FOOT ABOVE THE GROUND, 108.5 FEET NORTH OF AND ACROSS THE
 LW0979'OLD HIGHWAY FROM THE CENTER LINE OF THE SOUTHBOUND LANE OF U.S.
 LW0979'HIGHWAY 1, 37 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 77
 LW0979'FEET NORTHEAST OF THE WEST END OF A GUARD RAIL ALONG THE OLD HIGHWAY,
 LW0979'35 FEET NORTHWEST OF THE EAST END OF THE GUARD RAIL ALONG THE OLD
 LW0979'HIGHWAY, 1 FOOT ABOVE THE LEVEL OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2862 ***********************************************************************
 LW2862  DESIGNATION -  M 2/2 E 1940
 LW2862  PID         -  LW2862
 LW2862  STATE/COUNTY-  RI/NEWPORT
 LW2862  USGS QUAD   -  NEWPORT (1975)
 LW2862
 LW2862                         *CURRENT SURVEY CONTROL
 LW2862  ___________________________________________________________________
 LW2862* NAD 83(1996)-  41 28 45.07214(N)    071 22 05.75304(W)     ADJUSTED  
 LW2862* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LW2862  ___________________________________________________________________
 LW2862  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LW2862  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2862
 LW2862  HORZ ORDER  -  THIRD
 LW2862
 LW2862.The horizontal coordinates were established by classical geodetic methods
 LW2862.and adjusted by the National Geodetic Survey in August 1998..
 LW2862
 LW2862.The orthometric height was scaled from a topographic map.
 LW2862
 LW2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2862
 LW2862.The geoid height was determined by GEOID03.
 LW2862
 LW2862;                    North         East     Units Scale Factor Converg.
 LW2862;SPC RI       -    43,971.321   111,002.843   MT  0.99999524   +0 05 14.1
 LW2862;SPC RI       -   144,262.58    364,181.83   sFT  0.99999524   +0 05 14.1
 LW2862;UTM  19      - 4,594,661.083   302,267.783   MT  1.00008118   -1 34 08.8
 LW2862
 LW2862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2862!SPC RI       -   1.00000005  x   0.99999524  =   0.99999529
 LW2862!UTM  19      -   1.00000005  x   1.00008118  =   1.00008123
 LW2862
 LW2862                          SUPERSEDED SURVEY CONTROL
 LW2862
 LW2862  NAD 83(1996)-  41 28 45.07163(N)    071 22 05.75224(W) AD(       ) 4
 LW2862  NAD 83(1992)-  41 28 45.07057(N)    071 22 05.75238(W) AD(       ) 4
 LW2862  NAD 83(1992)-  41 28 45.06996(N)    071 22 05.75201(W) AD(       ) 4
 LW2862  NAD 83(1986)-  41 28 45.06990(N)    071 22 05.75000(W) AD(       ) 4
 LW2862  NAD 27      -  41 28 44.70100(N)    071 22 07.55300(W) AD(       ) 3
 LW2862
 LW2862.Superseded values are not recommended for survey control.
 LW2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2862.See file dsdata.txt to determine how the superseded data were derived.
 LW2862
 LW2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0226894661(NAD 83)
 LW2862_MARKER: DS = TRIANGULATION STATION DISK
 LW2862_SETTING: 0 = UNSPECIFIED SETTING
 LW2862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2862
 LW2862  HISTORY     - Date     Condition        Report By
 LW2862  HISTORY     - 1940     MONUMENTED       CGS
 LW2862  HISTORY     - 19941013 MARK NOT FOUND   USPSQD
 LW2862  HISTORY     - 20051108 MARK NOT FOUND   USPSQD
 LW2862
 LW2862                          STATION DESCRIPTION
 LW2862
 LW2862'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2862'STATION IS LOCATED ABOUT 2 MI. S OF THE TOWN OF JAMESTOWN, ON THE
 LW2862'GOVERNMENT RESERVATION OF FORT WETHERILL, AND IS THE CENTER OF THE
 LW2862'E ONE OF TWO INSTRUMENTS HOUSED IN THE NE ONE OF A GROUP OF THREE
 LW2862'CONCRETE, UNDERGROUND, FIRE-CONTROL BUILDINGS THAT ARE ON THE
 LW2862'STEEP HILL AT THE W END OF THE RESERVATION N OF ABANDONED BATTERY
 LW2862'WALBACH.  IT IS NOT MARKED PERMANENTLY.
 LW2862'
 LW2862'IT WAS LOCATED BY TRAVERSE FROM STATION B C DICKENSON.
 LW2862'
 LW2862'THIS IS A TRAVERSE STATION.
 LW2862
 LW2862                          STATION RECOVERY (1994)
 LW2862
 LW2862'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2862'MARK NOT FOUND.
 LW2862
 LW2862                          STATION RECOVERY (2005)
 LW2862
 LW2862'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2862'FOUND THE FIRE-CONTROL BUILDING. IT IS THE EASTERN HALF OF A DUPLEX
 LW2862'SHARED WITH M 2/2 W 1940. THE STATION MARK, NON-PERMANENT OR OTHERWISE
 LW2862'WAS NOT FOUND.
 LW2862' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2861 ***********************************************************************
 LW2861  DESIGNATION -  M 2/2 W 1940
 LW2861  PID         -  LW2861
 LW2861  STATE/COUNTY-  RI/NEWPORT
 LW2861  USGS QUAD   -  NEWPORT (1975)
 LW2861
 LW2861                         *CURRENT SURVEY CONTROL
 LW2861  ___________________________________________________________________
 LW2861* NAD 83(1996)-  41 28 45.04518(N)    071 22 05.88798(W)     ADJUSTED  
 LW2861* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LW2861  ___________________________________________________________________
 LW2861  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LW2861  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2861
 LW2861  HORZ ORDER  -  SECOND
 LW2861
 LW2861.The horizontal coordinates were established by classical geodetic methods
 LW2861.and adjusted by the National Geodetic Survey in August 1998..
 LW2861
 LW2861.The orthometric height was scaled from a topographic map.
 LW2861
 LW2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2861
 LW2861.The geoid height was determined by GEOID03.
 LW2861
 LW2861;                    North         East     Units Scale Factor Converg.
 LW2861;SPC RI       -    43,970.485   110,999.714   MT  0.99999524   +0 05 14.0
 LW2861;SPC RI       -   144,259.83    364,171.56   sFT  0.99999524   +0 05 14.0
 LW2861;UTM  19      - 4,594,660.337   302,264.630   MT  1.00008119   -1 34 08.9
 LW2861
 LW2861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2861!SPC RI       -   1.00000005  x   0.99999524  =   0.99999529
 LW2861!UTM  19      -   1.00000005  x   1.00008119  =   1.00008124
 LW2861
 LW2861                          SUPERSEDED SURVEY CONTROL
 LW2861
 LW2861  NAD 83(1996)-  41 28 45.04468(N)    071 22 05.88718(W) AD(       ) 2
 LW2861  NAD 83(1992)-  41 28 45.04362(N)    071 22 05.88732(W) AD(       ) 2
 LW2861  NAD 83(1992)-  41 28 45.04300(N)    071 22 05.88695(W) AD(       ) 2
 LW2861  NAD 83(1986)-  41 28 45.04294(N)    071 22 05.88494(W) AD(       ) 2
 LW2861  NAD 27      -  41 28 44.67400(N)    071 22 07.68800(W) AD(       ) 2
 LW2861
 LW2861.Superseded values are not recommended for survey control.
 LW2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2861.See file dsdata.txt to determine how the superseded data were derived.
 LW2861
 LW2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0226594660(NAD 83)
 LW2861_MARKER: DS = TRIANGULATION STATION DISK
 LW2861_SETTING: 0 = UNSPECIFIED SETTING
 LW2861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2861
 LW2861  HISTORY     - Date     Condition        Report By
 LW2861  HISTORY     - 1940     MONUMENTED       CGS
 LW2861  HISTORY     - 19941013 MARK NOT FOUND   USPSQD
 LW2861  HISTORY     - 20051108 MARK NOT FOUND   USPSQD
 LW2861
 LW2861                          STATION DESCRIPTION
 LW2861
 LW2861'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2861'STATION IS LOCATED ABOUT 2 MI. S OF JAMESTOWN, ON THE GOVERNMENT
 LW2861'RESERVATION OF FORT WETHERILL, AND IS THE CENTER OF THE W ONE OF
 LW2861'THE TWO INSTRUMENTS HOUSED IN THE NE ONE OF A GROUP OF THREE
 LW2861'CONCRETE UNDERGROUND FIRE-CONTROL BUILDINGS THAT ARE ON THE SIDE
 LW2861'OF THE STEEP HILL AT THE W END OF THE RESERVATION, N OF ABANDONED
 LW2861'BATTERY WALBACH.  IT IS A STANDARD STATION DISK, STAMPED M 2 OVER
 LW2861'2 W 1940 AND SET IN A DRILL HOLE IN THE CONCRETE ROOF FLUSH WITH
 LW2861'THE SURFACE.  IT IS DIRECTLY OVER THE CENTER OF THE INSTRUMENT.
 LW2861'
 LW2861'IT WAS LOCATED BY TRAVERSE FROM STATION B C DICKENSON.
 LW2861'
 LW2861'THIS IS A TRAVERSE STATION.
 LW2861
 LW2861                          STATION RECOVERY (1994)
 LW2861
 LW2861'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2861'MARK NOT FOUND.
 LW2861
 LW2861                          STATION RECOVERY (2005)
 LW2861
 LW2861'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2861'FOUND THE FIRE-CONTROL BUILDING. IT IS THE WESTERN HALF OF A DUPLEX
 LW2861'SHARED WITH M 2/2 E 1940.  THE ROOF IS COVERED WITH 5 INCHES OF HARD
 LW2861'PACKED GRAVEL.  COORDINATES BY GPS ARE 41 28 45.1 N  071 22 05.9 W
 LW2861' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0368 ***********************************************************************
 LW0368  DESIGNATION -  M 23
 LW0368  PID         -  LW0368
 LW0368  STATE/COUNTY-  RI/WASHINGTON
 LW0368  USGS QUAD   -  WICKFORD (1995)
 LW0368
 LW0368                         *CURRENT SURVEY CONTROL
 LW0368  ___________________________________________________________________
 LW0368* NAD 83(1986)-  41 32 55.     (N)    071 28 55.     (W)     SCALED    
 LW0368* NAVD 88     -        21.776  (meters)      71.44   (feet)  ADJUSTED  
 LW0368  ___________________________________________________________________
 LW0368  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW0368  DYNAMIC HT  -          21.769 (meters)      71.42  (feet)  COMP
 LW0368  MODELED GRAV-     980,283.2   (mgal)                       NAVD 88
 LW0368
 LW0368  VERT ORDER  -  SECOND    CLASS 0
 LW0368
 LW0368.The horizontal coordinates were scaled from a topographic map and have
 LW0368.an estimated accuracy of +/- 6 seconds.
 LW0368
 LW0368.The orthometric height was determined by differential leveling
 LW0368.and adjusted by the National Geodetic Survey in June 1991..
 LW0368
 LW0368.The geoid height was determined by GEOID03.
 LW0368
 LW0368.The dynamic height is computed by dividing the NAVD 88
 LW0368.geopotential number by the normal gravity value computed on the
 LW0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0368.degrees latitude (g = 980.6199 gals.).
 LW0368
 LW0368.The modeled gravity was interpolated from observed gravity values.
 LW0368
 LW0368;                    North         East    Units  Estimated Accuracy
 LW0368;SPC RI       -    51,670.      101,510.      MT  (+/- 180 meters Scaled)
 LW0368
 LW0368                          SUPERSEDED SURVEY CONTROL
 LW0368
 LW0368  NGVD 29 (??/??/92)   22.051  (m)           72.35   (f) ADJ UNCH    2 0
 LW0368
 LW0368.Superseded values are not recommended for survey control.
 LW0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0368.See file dsdata.txt to determine how the superseded data were derived.
 LW0368
 LW0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG929026(NAD 83)
 LW0368_MARKER: DB = BENCH MARK DISK
 LW0368_SETTING: 80 = SET IN A BOULDER
 LW0368_SP_SET: BOULDER
 LW0368_STAMPING: M 23 1969
 LW0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0368+STABILITY: SURFACE MOTION
 LW0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0368+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 LW0368
 LW0368  HISTORY     - Date     Condition        Report By
 LW0368  HISTORY     - 1969     MONUMENTED       CGS
 LW0368  HISTORY     - 1988     GOOD             USPSQD
 LW0368  HISTORY     - 20051113 GOOD             USPSQD
 LW0368
 LW0368                          STATION DESCRIPTION
 LW0368
 LW0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0368'2.8 MI SW FROM WICKFORD.
 LW0368'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0368'STATE HIGHWAY 102 AT WICKFORD, THENCE 0.95 MILE NORTHWEST ALONG
 LW0368'STATE HIGHWAY 4, 0.4 MILE NORTHWEST OF THE INTERSECTION OF WEST
 LW0368'ALLENTON ROAD, SET ON THE TOP OF THE HIGHEST PART OF A 6-BY-5-FOOT
 LW0368'IMBEDDED BOULDER WHICH PROJECTS 2 FEET, 65 FEET NORTHEAST OF THE
 LW0368'CENTER LINE OF THE NORTHWEST BOUND LANE OF THE HIGHWAY, 18 FEET
 LW0368'SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE, 0.7 MILE SOUTHEAST OF
 LW0368'THE HISTORICAL CEMETERY NO. 25, 118 FEET SOUTHEAST OF THE NORTHWEST
 LW0368'END OF THE CUT AND ABOUT 18 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0368
 LW0368                          STATION RECOVERY (1988)
 LW0368
 LW0368'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0368'RECOVERED IN GOOD CONDITION.
 LW0368
 LW0368                          STATION RECOVERY (2005)
 LW0368
 LW0368'RECOVERY NOTE BY US POWER SQUADRON 2005 (TC)
 LW0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0461 ***********************************************************************
 LW0461  DESIGNATION -  M 24
 LW0461  PID         -  LW0461
 LW0461  STATE/COUNTY-  RI/KENT
 LW0461  USGS QUAD   -  EAST GREENWICH (1975)
 LW0461
 LW0461                         *CURRENT SURVEY CONTROL
 LW0461  ___________________________________________________________________
 LW0461* NAD 83(1986)-  41 43 20.     (N)    071 22 50.     (W)     SCALED    
 LW0461* NAVD 88     -         7.169  (meters)      23.52   (feet)  ADJUSTED  
 LW0461  ___________________________________________________________________
 LW0461  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW0461  DYNAMIC HT  -           7.166 (meters)      23.51  (feet)  COMP
 LW0461  MODELED GRAV-     980,303.7   (mgal)                       NAVD 88
 LW0461
 LW0461  VERT ORDER  -  SECOND    CLASS 0
 LW0461
 LW0461.The horizontal coordinates were scaled from a topographic map and have
 LW0461.an estimated accuracy of +/- 6 seconds.
 LW0461
 LW0461.The orthometric height was determined by differential leveling
 LW0461.and adjusted by the National Geodetic Survey in June 1991..
 LW0461
 LW0461.The geoid height was determined by GEOID03.
 LW0461
 LW0461.The dynamic height is computed by dividing the NAVD 88
 LW0461.geopotential number by the normal gravity value computed on the
 LW0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0461.degrees latitude (g = 980.6199 gals.).
 LW0461
 LW0461.The modeled gravity was interpolated from observed gravity values.
 LW0461
 LW0461;                    North         East    Units  Estimated Accuracy
 LW0461;SPC RI       -    70,960.      109,940.      MT  (+/- 180 meters Scaled)
 LW0461
 LW0461                          SUPERSEDED SURVEY CONTROL
 LW0461
 LW0461  NGVD 29 (??/??/92)    7.425  (m)           24.36   (f) ADJ UNCH    2 0
 LW0461
 LW0461.Superseded values are not recommended for survey control.
 LW0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0461.See file dsdata.txt to determine how the superseded data were derived.
 LW0461
 LW0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG019216(NAD 83)
 LW0461_MARKER: DB = BENCH MARK DISK
 LW0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0461_SP_SET: BUILDING
 LW0461_STAMPING: M 24 1969
 LW0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0461
 LW0461  HISTORY     - Date     Condition        Report By
 LW0461  HISTORY     - 1969     MONUMENTED       CGS
 LW0461
 LW0461                          STATION DESCRIPTION
 LW0461
 LW0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0461'3.1 MI SE FROM WARWICK.
 LW0461'ABOUT 3.1 MILES SOUTHEAST ALONG OCCUPASSTUXET ROAD AND STATE
 LW0461'HIGHWAY 117 FROM THE JUNCTION OF U.S. HIGHWAY 1 AT WARWICK, ABOUT
 LW0461'3.85 MILES NORTHEAST ALONG STATE HIGHWAY 117 FROM THE JUNCTION
 LW0461'OF STATE HIGHWAY 113 AT WARWICK, IN THE CONIMCUT SECTION OF
 LW0461'WARWICK, AT THE CONIMICUT SCHOOL, NEAR THE JUNCTION OF THE
 LW0461'HIGHWAY AND STEELE AVENUE LEADING SOUTHWEST, SET VERTICALLY IN
 LW0461'THE SOUTHEAST BRICK WALL AT THE EAST CORNER OF THE TWO-STORIED BRICK,
 LW0461'BUILDING FOR THE SCHOOL, 154 FEET SOUTHWEST OF THE CENTER LINE OF
 LW0461'STATE HIGHWAY 117, 32 FEET NORTHWEST OF THE CENTER LINE OF STEEL
 LW0461'AVENUE, 2.5 FEET ABOVE THE LEVEL OF THE BLACK TOPPED AREA AND 3 FEET
 LW0461'ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1231 ***********************************************************************
 LW1231  DESIGNATION -  M 25
 LW1231  PID         -  LW1231
 LW1231  STATE/COUNTY-  RI/PROVIDENCE
 LW1231  USGS QUAD   -  CHEPACHET (1975)
 LW1231
 LW1231                         *CURRENT SURVEY CONTROL
 LW1231  ___________________________________________________________________
 LW1231* NAD 83(1986)-  41 55 10.     (N)    071 41 56.     (W)     SCALED    
 LW1231* NAVD 88     -       164.446  (meters)     539.52   (feet)  ADJUSTED  
 LW1231  ___________________________________________________________________
 LW1231  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1231  DYNAMIC HT  -         164.388 (meters)     539.33  (feet)  COMP
 LW1231  MODELED GRAV-     980,271.6   (mgal)                       NAVD 88
 LW1231
 LW1231  VERT ORDER  -  SECOND    CLASS 0
 LW1231
 LW1231.The horizontal coordinates were scaled from a topographic map and have
 LW1231.an estimated accuracy of +/- 6 seconds.
 LW1231
 LW1231.The orthometric height was determined by differential leveling
 LW1231.and adjusted by the National Geodetic Survey in June 1991..
 LW1231
 LW1231.The geoid height was determined by GEOID03.
 LW1231
 LW1231.The dynamic height is computed by dividing the NAVD 88
 LW1231.geopotential number by the normal gravity value computed on the
 LW1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1231.degrees latitude (g = 980.6199 gals.).
 LW1231
 LW1231.The modeled gravity was interpolated from observed gravity values.
 LW1231
 LW1231;                    North         East    Units  Estimated Accuracy
 LW1231;SPC RI       -    92,880.       83,500.      MT  (+/- 180 meters Scaled)
 LW1231
 LW1231                          SUPERSEDED SURVEY CONTROL
 LW1231
 LW1231  NGVD 29 (??/??/92)  164.685  (m)          540.30   (f) ADJ UNCH    2 0
 LW1231
 LW1231.Superseded values are not recommended for survey control.
 LW1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1231.See file dsdata.txt to determine how the superseded data were derived.
 LW1231
 LW1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG761443(NAD 83)
 LW1231_MARKER: DB = BENCH MARK DISK
 LW1231_SETTING: 66 = SET IN ROCK OUTCROP
 LW1231_SP_SET: ROCK MOUND
 LW1231_STAMPING: M 25 1969
 LW1231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1231+STABILITY: POSITION/ELEVATION WELL
 LW1231
 LW1231  HISTORY     - Date     Condition        Report By
 LW1231  HISTORY     - 1969     MONUMENTED       CGS
 LW1231  HISTORY     - 1988     GOOD             USPSQD
 LW1231  HISTORY     - 19900524 GOOD             USPSQD
 LW1231
 LW1231                          STATION DESCRIPTION
 LW1231
 LW1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1231'1.5 MI W FROM CHEPACHET.
 LW1231'ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1231'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, ON THE OUTSIDE
 LW1231'AND NEAR THE WEST END OF A CURVE, NEAR THE SOUTHEAST CORNER OF A
 LW1231'LAWN FOR A 1 1/2 STORY WHITE FRAME HOUSE, SET ON THE TOP OF THE
 LW1231'EAST EDGE OF A MOUND OF ROCK WHICH IS 15 FEET WIDE AND 6 FEET
 LW1231'HIGH ON THE SOUTH SIDE, 32 FEET NORTH OF THE CENTER LINE OF THE
 LW1231'WESTBOUND LANE OF THE HIGHWAY, 106 FEET EAST OF THE CENTER LINE
 LW1231'OF A DRIVEWAY TO RESIDENCE, 29 1/2 FEET NORTHWEST OF POWER LINE
 LW1231'POLE 422, AND 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1231
 LW1231                          STATION RECOVERY (1988)
 LW1231
 LW1231'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1231'RECOVERED IN GOOD CONDITION.
 LW1231
 LW1231                          STATION RECOVERY (1990)
 LW1231
 LW1231'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1324 ***********************************************************************
 LW1324  DESIGNATION -  M 26
 LW1324  PID         -  LW1324
 LW1324  STATE/COUNTY-  RI/PROVIDENCE
 LW1324  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1324
 LW1324                         *CURRENT SURVEY CONTROL
 LW1324  ___________________________________________________________________
 LW1324* NAD 83(1986)-  41 52 18.     (N)    071 34 39.     (W)     SCALED    
 LW1324* NAVD 88     -       102.283  (meters)     335.57   (feet)  ADJUSTED  
 LW1324  ___________________________________________________________________
 LW1324  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LW1324  DYNAMIC HT  -         102.248 (meters)     335.46  (feet)  COMP
 LW1324  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 LW1324
 LW1324  VERT ORDER  -  SECOND    CLASS 0
 LW1324
 LW1324.The horizontal coordinates were scaled from a topographic map and have
 LW1324.an estimated accuracy of +/- 6 seconds.
 LW1324
 LW1324.The orthometric height was determined by differential leveling
 LW1324.and adjusted by the National Geodetic Survey in June 1991..
 LW1324
 LW1324.The geoid height was determined by GEOID03.
 LW1324
 LW1324.The dynamic height is computed by dividing the NAVD 88
 LW1324.geopotential number by the normal gravity value computed on the
 LW1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1324.degrees latitude (g = 980.6199 gals.).
 LW1324
 LW1324.The modeled gravity was interpolated from observed gravity values.
 LW1324
 LW1324;                    North         East    Units  Estimated Accuracy
 LW1324;SPC RI       -    87,560.       93,570.      MT  (+/- 180 meters Scaled)
 LW1324
 LW1324                          SUPERSEDED SURVEY CONTROL
 LW1324
 LW1324  NGVD 29 (??/??/92)  102.530  (m)          336.38   (f) ADJ UNCH    2 0
 LW1324
 LW1324.Superseded values are not recommended for survey control.
 LW1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1324.See file dsdata.txt to determine how the superseded data were derived.
 LW1324
 LW1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG861387(NAD 83)
 LW1324_MARKER: DB = BENCH MARK DISK
 LW1324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1324_SP_SET: RAIL BASE
 LW1324_STAMPING: M 26 1969
 LW1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1324
 LW1324  HISTORY     - Date     Condition        Report By
 LW1324  HISTORY     - 1969     MONUMENTED       CGS
 LW1324
 LW1324                          STATION DESCRIPTION
 LW1324
 LW1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1324'2.9 MI N FROM NORTH SCITUATE.
 LW1324'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE
 LW1324'INTERSECTION OF DANNIELSON PIKE AT NORTH SCITUATE, THENCE 0.6
 LW1324'MILE NORTH ALONG A BLACK TOPPED ROAD, ABOUT 0.55 MILE SOUTH OF
 LW1324'THE JUNCTION OF U.S. HIGHWAY 44, SET ON THE TOP OF THE NORTH
 LW1324'END OF THE WEST CONCRETE GUARD RAIL BASE TO AN 18-FOOT CONCRETE
 LW1324'BRIDGE OVER WATERMAN RESERVOIR, 17 FEET WEST OF THE CENTER LINE
 LW1324'OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE BASE AND
 LW1324'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0500 ***********************************************************************
 LW0500  DESIGNATION -  M 27
 LW0500  PID         -  LW0500
 LW0500  STATE/COUNTY-  RI/NEWPORT
 LW0500  USGS QUAD   -  TIVERTON (1975)
 LW0500
 LW0500                         *CURRENT SURVEY CONTROL
 LW0500  ___________________________________________________________________
 LW0500* NAD 83(1986)-  41 36 19.     (N)    071 11 37.     (W)     SCALED    
 LW0500* NAVD 88     -        19.540  (meters)      64.11   (feet)  ADJUSTED  
 LW0500  ___________________________________________________________________
 LW0500  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW0500  DYNAMIC HT  -          19.533 (meters)      64.08  (feet)  COMP
 LW0500  MODELED GRAV-     980,295.0   (mgal)                       NAVD 88
 LW0500
 LW0500  VERT ORDER  -  SECOND    CLASS 0
 LW0500
 LW0500.The horizontal coordinates were scaled from a topographic map and have
 LW0500.an estimated accuracy of +/- 6 seconds.
 LW0500
 LW0500.The orthometric height was determined by differential leveling
 LW0500.and adjusted by the National Geodetic Survey in June 1991..
 LW0500
 LW0500.The geoid height was determined by GEOID03.
 LW0500
 LW0500.The dynamic height is computed by dividing the NAVD 88
 LW0500.geopotential number by the normal gravity value computed on the
 LW0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0500.degrees latitude (g = 980.6199 gals.).
 LW0500
 LW0500.The modeled gravity was interpolated from observed gravity values.
 LW0500
 LW0500;                    North         East    Units  Estimated Accuracy
 LW0500;SPC RI       -    58,010.      125,540.      MT  (+/- 180 meters Scaled)
 LW0500
 LW0500                          SUPERSEDED SURVEY CONTROL
 LW0500
 LW0500  NGVD 29 (??/??/92)   19.788  (m)           64.92   (f) ADJ UNCH    2 0
 LW0500
 LW0500.Superseded values are not recommended for survey control.
 LW0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0500.See file dsdata.txt to determine how the superseded data were derived.
 LW0500
 LW0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG172082(NAD 83)
 LW0500_MARKER: DB = BENCH MARK DISK
 LW0500_SETTING: 66 = SET IN ROCK OUTCROP
 LW0500_SP_SET: ROCK CUT
 LW0500_STAMPING: M 27 1969
 LW0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0500+STABILITY: POSITION/ELEVATION WELL
 LW0500
 LW0500  HISTORY     - Date     Condition        Report By
 LW0500  HISTORY     - 1969     MONUMENTED       CGS
 LW0500  HISTORY     - 1989     GOOD             USPSQD
 LW0500  HISTORY     - 20051104 GOOD             USPSQD
 LW0500
 LW0500                          STATION DESCRIPTION
 LW0500
 LW0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0500'2.1 MI S FROM TIVERTON.
 LW0500'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE POST OFFICE
 LW0500'AT TIVERTON, ABOUT 0.75 MILE SOUTH OF THE JUNCTION OF STATE
 LW0500'HIGHWAY 177 LEADING NORTHEAST, SET ON THE TOP AND ALONG THE
 LW0500'WEST EDGE OF A 75-FOOT LONG AND 6 FOOT HIGH ROCK CUT ON THE
 LW0500'EAST SIDE OF THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF THE
 LW0500'HIGHWAY, 30 FEET SOUTH OF THE NORTH END OF THE CUT, 1 FOOT
 LW0500'EAST OF THE WEST EDGE OF THE ROCK CUT AND 4 1/2 FEET ABOVE THE
 LW0500'LEVEL OF THE HIGHWAY.
 LW0500
 LW0500                          STATION RECOVERY (1989)
 LW0500
 LW0500'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0500'RECOVERED IN GOOD CONDITION.
 LW0500
 LW0500                          STATION RECOVERY (2005)
 LW0500
 LW0500'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0500'COORDINATES BY GPS ARE 41 36 20.9 N  071 11 36.3 W
 LW0500' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0271 ***********************************************************************
 LW0271  DESIGNATION -  M 28
 LW0271  PID         -  LW0271
 LW0271  STATE/COUNTY-  RI/NEWPORT
 LW0271  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0271
 LW0271                         *CURRENT SURVEY CONTROL
 LW0271  ___________________________________________________________________
 LW0271* NAD 83(1986)-  41 30 38.     (N)    071 18 07.     (W)     SCALED    
 LW0271* NAVD 88     -        40.183  (meters)     131.83   (feet)  ADJUSTED  
 LW0271  ___________________________________________________________________
 LW0271  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW0271  DYNAMIC HT  -          40.170 (meters)     131.79  (feet)  COMP
 LW0271  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 LW0271
 LW0271  VERT ORDER  -  SECOND    CLASS 0
 LW0271
 LW0271.The horizontal coordinates were scaled from a topographic map and have
 LW0271.an estimated accuracy of +/- 6 seconds.
 LW0271
 LW0271.The orthometric height was determined by differential leveling
 LW0271.and adjusted by the National Geodetic Survey in June 1991..
 LW0271
 LW0271.The geoid height was determined by GEOID03.
 LW0271
 LW0271.The dynamic height is computed by dividing the NAVD 88
 LW0271.geopotential number by the normal gravity value computed on the
 LW0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0271.degrees latitude (g = 980.6199 gals.).
 LW0271
 LW0271.The modeled gravity was interpolated from observed gravity values.
 LW0271
 LW0271;                    North         East    Units  Estimated Accuracy
 LW0271;SPC RI       -    47,470.      116,530.      MT  (+/- 180 meters Scaled)
 LW0271
 LW0271                          SUPERSEDED SURVEY CONTROL
 LW0271
 LW0271  NGVD 29 (??/??/92)   40.447  (m)          132.70   (f) ADJ UNCH    2 0
 LW0271
 LW0271.Superseded values are not recommended for survey control.
 LW0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0271.See file dsdata.txt to determine how the superseded data were derived.
 LW0271
 LW0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF078979(NAD 83)
 LW0271_MARKER: DB = BENCH MARK DISK
 LW0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0271_STAMPING: M 28 1969
 LW0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0271+STABILITY: SURFACE MOTION
 LW0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0271+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 LW0271
 LW0271  HISTORY     - Date     Condition        Report By
 LW0271  HISTORY     - 1969     MONUMENTED       CGS
 LW0271  HISTORY     - 1987     GOOD             USPSQD
 LW0271  HISTORY     - 1989     GOOD             USPSQD
 LW0271  HISTORY     - 20060106 GOOD             USPSQD
 LW0271
 LW0271                          STATION DESCRIPTION
 LW0271
 LW0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0271'1.1 MI N FROM NEWPORT.
 LW0271'ABOUT 1.1 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0271'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, ACROSS A DRIVEWAY
 LW0271'FROM THE CORNER OF THE LINDEN SCHOOL GROUNDS, 225 FEET NORTH OF
 LW0271'THE CENTER LINE (EXTENDED) OF STOCKTON DRIVE, 235 FEET SOUTHWEST
 LW0271'OF AND ACROSS A DRIVEWAY FROM THE SOUTHWEST CORNER OF THE LINDEN
 LW0271'SCHOOL, 54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET
 LW0271'SOUTH OF THE CENTER LINE OF DRIVEWAY TO SCHOOL, 1 FOOT NORTH
 LW0271'OF A STEEL FENCE, 0.3 MILE NORTH OF ADMIRAL KALBFUS ROAD, 3 FEET
 LW0271'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW0271'POST FLUSH WITH THE GROUND.
 LW0271
 LW0271                          STATION RECOVERY (1987)
 LW0271
 LW0271'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0271'RECOVERED IN GOOD CONDITION.
 LW0271
 LW0271                          STATION RECOVERY (1989)
 LW0271
 LW0271'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0271'RECOVERED IN GOOD CONDITION.
 LW0271
 LW0271                          STATION RECOVERY (2006)
 LW0271
 LW0271'RECOVERY NOTE BY US POWER SQUADRON 2006 (TLG)
 LW0271'COORDINATES BY GPS ARE 41 30 36.7 N  071 18 07.0 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0695 ***********************************************************************
 MY0695  DESIGNATION -  M 29
 MY0695  PID         -  MY0695
 MY0695  STATE/COUNTY-  RI/PROVIDENCE
 MY0695  USGS QUAD   -  FRANKLIN (1979)
 MY0695
 MY0695                         *CURRENT SURVEY CONTROL
 MY0695  ___________________________________________________________________
 MY0695* NAD 83(1986)-  42 00 55.     (N)    071 28 22.     (W)     SCALED    
 MY0695* NAVD 88     -        88.631  (meters)     290.78   (feet)  ADJUSTED  
 MY0695  ___________________________________________________________________
 MY0695  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 MY0695  DYNAMIC HT  -          88.604 (meters)     290.69  (feet)  COMP
 MY0695  MODELED GRAV-     980,311.5   (mgal)                       NAVD 88
 MY0695
 MY0695  VERT ORDER  -  SECOND    CLASS 0
 MY0695
 MY0695.The horizontal coordinates were scaled from a topographic map and have
 MY0695.an estimated accuracy of +/- 6 seconds.
 MY0695
 MY0695.The orthometric height was determined by differential leveling
 MY0695.and adjusted by the National Geodetic Survey in June 1991..
 MY0695
 MY0695.The geoid height was determined by GEOID03.
 MY0695
 MY0695.The dynamic height is computed by dividing the NAVD 88
 MY0695.geopotential number by the normal gravity value computed on the
 MY0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0695.degrees latitude (g = 980.6199 gals.).
 MY0695
 MY0695.The modeled gravity was interpolated from observed gravity values.
 MY0695
 MY0695;                    North         East    Units  Estimated Accuracy
 MY0695;SPC RI       -   103,510.      102,260.      MT  (+/- 180 meters Scaled)
 MY0695
 MY0695                          SUPERSEDED SURVEY CONTROL
 MY0695
 MY0695  NGVD 29 (??/??/92)   88.867  (m)          291.56   (f) ADJ UNCH    2 0
 MY0695
 MY0695.Superseded values are not recommended for survey control.
 MY0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0695.See file dsdata.txt to determine how the superseded data were derived.
 MY0695
 MY0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG952544(NAD 83)
 MY0695_MARKER: DB = BENCH MARK DISK
 MY0695_SETTING: 66 = SET IN ROCK OUTCROP
 MY0695_SP_SET: ROCK OUTCROP
 MY0695_STAMPING: M 29 1969
 MY0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY0695+STABILITY: POSITION/ELEVATION WELL
 MY0695
 MY0695  HISTORY     - Date     Condition        Report By
 MY0695  HISTORY     - 1969     MONUMENTED       CGS
 MY0695
 MY0695                          STATION DESCRIPTION
 MY0695
 MY0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MY0695'1.4 MI E FROM WOONSOCKET.
 MY0695'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 114 FROM THE JUNCTION
 MY0695'OF STATE HIGHWAY 126 AT WOONSOCKET, AT THE JUNCTION OF A DRIVEWAY
 MY0695'LEADING NORTH TO A ONE STORY BRICK HOME, SET IN THE TOP OF A ROCK
 MY0695'WHICH IS 6 FEET LONG AND 2 FEET WIDE AND PROJECTS OUT OF A 10 FOOT
 MY0695'HIGH ROCK CUT, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MY0695'18 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 6 1/2 FEET
 MY0695'NORTHEAST OF POWER LINE POLE 93, 1.6 FEET NORTH OF THE SOUTH
 MY0695'EDGE OF THE ROCK AND 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0399 ***********************************************************************
 LW0399  DESIGNATION -  M 30
 LW0399  PID         -  LW0399
 LW0399  STATE/COUNTY-  RI/PROVIDENCE
 LW0399  USGS QUAD   -  PROVIDENCE (1975)
 LW0399
 LW0399                         *CURRENT SURVEY CONTROL
 LW0399  ___________________________________________________________________
 LW0399* NAD 83(1986)-  41 45 19.     (N)    071 28 53.     (W)     SCALED    
 LW0399* NAVD 88     -        15.895  (meters)      52.15   (feet)  ADJUSTED  
 LW0399  ___________________________________________________________________
 LW0399  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW0399  DYNAMIC HT  -          15.890 (meters)      52.13  (feet)  COMP
 LW0399  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 LW0399
 LW0399  VERT ORDER  -  SECOND    CLASS 0
 LW0399
 LW0399.The horizontal coordinates were scaled from a topographic map and have
 LW0399.an estimated accuracy of +/- 6 seconds.
 LW0399
 LW0399.The orthometric height was determined by differential leveling
 LW0399.and adjusted by the National Geodetic Survey in June 1991..
 LW0399
 LW0399.The geoid height was determined by GEOID03.
 LW0399
 LW0399.The dynamic height is computed by dividing the NAVD 88
 LW0399.geopotential number by the normal gravity value computed on the
 LW0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0399.degrees latitude (g = 980.6199 gals.).
 LW0399
 LW0399.The modeled gravity was interpolated from observed gravity values.
 LW0399
 LW0399;                    North         East    Units  Estimated Accuracy
 LW0399;SPC RI       -    74,630.      101,550.      MT  (+/- 180 meters Scaled)
 LW0399
 LW0399                          SUPERSEDED SURVEY CONTROL
 LW0399
 LW0399  NGVD 29 (??/??/92)   16.149  (m)           52.98   (f) ADJ UNCH    2 0
 LW0399
 LW0399.Superseded values are not recommended for survey control.
 LW0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0399.See file dsdata.txt to determine how the superseded data were derived.
 LW0399
 LW0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG937255(NAD 83)
 LW0399_MARKER: DB = BENCH MARK DISK
 LW0399_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW0399_SP_SET: HEADWALL
 LW0399_STAMPING: M 30 1969
 LW0399_MARK LOGO: CGS   
 LW0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0399+STABILITY: SURFACE MOTION
 LW0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0399+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 LW0399
 LW0399  HISTORY     - Date     Condition        Report By
 LW0399  HISTORY     - 1969     MONUMENTED       CGS
 LW0399  HISTORY     - 1986     GOOD             RIGS
 LW0399  HISTORY     - 20050601 GOOD             USPSQD
 LW0399
 LW0399                          STATION DESCRIPTION
 LW0399
 LW0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0399'0.6 MI S FROM CRANSTON.
 LW0399'ABOUT 0.65 MILE SOUTH ALONG INTERSTATE HIGHWAY 295 FROM THE
 LW0399'PHENIX AVENUE (STATE HIGHWAY 51) OVERPASS OVER THE INTERSTATE
 LW0399'HIGHWAY, ABOUT 0.1 MILE NORTH OF THE STATE HIGHWAY 37 OVERPASS
 LW0399'OVER THE INTERSTATE HIGHWAY, SET ON THE TOP OF THE SOUTH END
 LW0399'OF THE EAST HEAD WALL FOR A 10-FOOT BOX CULVERT UNDER THE
 LW0399'SOUTHBOUND LANE OF THE HIGHWAY, 25 FEET EAST OF THE CENTER LINE
 LW0399'OF THE SOUTHBOUND LANE OF THE HIGHWAY AND 1 1/2 FEET BELOW THE
 LW0399'LEVEL OF THE HIGHWAY.  NOTE-- THE CULVERT IS OVER FURNACE HILL
 LW0399'BROOK.
 LW0399
 LW0399                          STATION RECOVERY (1986)
 LW0399
 LW0399'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0399'RECOVERED IN GOOD CONDITION.
 LW0399
 LW0399                          STATION RECOVERY (2005)
 LW0399
 LW0399'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0445 ***********************************************************************
 LW0445  DESIGNATION -  M 31
 LW0445  PID         -  LW0445
 LW0445  STATE/COUNTY-  RI/PROVIDENCE
 LW0445  USGS QUAD   -  PROVIDENCE (1975)
 LW0445
 LW0445                         *CURRENT SURVEY CONTROL
 LW0445  ___________________________________________________________________
 LW0445* NAD 83(1986)-  41 49 13.     (N)    071 28 43.     (W)     SCALED    
 LW0445* NAVD 88     -        64.442  (meters)     211.42   (feet)  ADJUSTED  
 LW0445  ___________________________________________________________________
 LW0445  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW0445  DYNAMIC HT  -          64.422 (meters)     211.36  (feet)  COMP
 LW0445  MODELED GRAV-     980,299.7   (mgal)                       NAVD 88
 LW0445
 LW0445  VERT ORDER  -  SECOND    CLASS 0
 LW0445
 LW0445.The horizontal coordinates were scaled from a topographic map and have
 LW0445.an estimated accuracy of +/- 6 seconds.
 LW0445
 LW0445.The orthometric height was determined by differential leveling
 LW0445.and adjusted by the National Geodetic Survey in June 1991..
 LW0445
 LW0445.The geoid height was determined by GEOID03.
 LW0445
 LW0445.The dynamic height is computed by dividing the NAVD 88
 LW0445.geopotential number by the normal gravity value computed on the
 LW0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0445.degrees latitude (g = 980.6199 gals.).
 LW0445
 LW0445.The modeled gravity was interpolated from observed gravity values.
 LW0445
 LW0445;                    North         East    Units  Estimated Accuracy
 LW0445;SPC RI       -    81,850.      101,780.      MT  (+/- 180 meters Scaled)
 LW0445
 LW0445                          SUPERSEDED SURVEY CONTROL
 LW0445
 LW0445  NGVD 29 (??/??/92)   64.690  (m)          212.24   (f) ADJ UNCH    2 0
 LW0445
 LW0445.Superseded values are not recommended for survey control.
 LW0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0445.See file dsdata.txt to determine how the superseded data were derived.
 LW0445
 LW0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG941327(NAD 83)
 LW0445_MARKER: DB = BENCH MARK DISK
 LW0445_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0445_SP_SET: ABUTMENT
 LW0445_STAMPING: M 31 1969
 LW0445_MARK LOGO: CGS   
 LW0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0445
 LW0445  HISTORY     - Date     Condition        Report By
 LW0445  HISTORY     - 1969     MONUMENTED       CGS
 LW0445  HISTORY     - 1987     GOOD             RIGS
 LW0445
 LW0445                          STATION DESCRIPTION
 LW0445
 LW0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0445'AT JOHNSTON.
 LW0445'AT JOHNSTON, ABOUT 0.95 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE
 LW0445'TOWN HALL, SET ON THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 LW0445'CONCRETE ABUTMENT FOR THE U.S. HIGHWAY 6 OVERPASS OVER INTERSTATE
 LW0445'HIGHWAY 295, 7 FEET SOUTHWEST OF THE SOUTHWEST CURB OF U.S.
 LW0445'HIGHWAY 6 AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THE
 LW0445'ABUTMENT IS ON TOP OF A SOLID MASS OF ROCK.
 LW0445
 LW0445                          STATION RECOVERY (1987)
 LW0445
 LW0445'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0445'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  TO REACH THE
 LW0445'STATION FROM THE JOHNSTON TOWN HALL GO EAST FOR 1.5 KM (0.95 MI) ON U
 LW0445'S HIGHWAY 6 TO ITS OVERPASS OVER STATE HIGHWAY 195.  THE STATION IS A
 LW0445'STANDARD NGS DISK SET INTO THE TOP OF THE SOUTHWEST END OF THE
 LW0445'NORTHWEST CONCRETE ABUTMENT OF THE HIGHWAY 6 OVERPASS OVER STATE
 LW0445'HIGHWAY 195.  IT IS 7 FEET WOUTHWEST OF THE SOUTHWEST CURB OF HIGHWAY
 LW0445'6, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1464 ***********************************************************************
 LW1464  DESIGNATION -  M 32
 LW1464  PID         -  LW1464
 LW1464  STATE/COUNTY-  RI/PROVIDENCE
 LW1464  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1464
 LW1464                         *CURRENT SURVEY CONTROL
 LW1464  ___________________________________________________________________
 LW1464* NAD 83(1986)-  41 53 10.     (N)    071 30 35.     (W)     SCALED    
 LW1464* NAVD 88     -        61.359  (meters)     201.31   (feet)  ADJUSTED  
 LW1464  ___________________________________________________________________
 LW1464  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW1464  DYNAMIC HT  -          61.340 (meters)     201.25  (feet)  COMP
 LW1464  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 LW1464
 LW1464  VERT ORDER  -  SECOND    CLASS 0
 LW1464
 LW1464.The horizontal coordinates were scaled from a topographic map and have
 LW1464.an estimated accuracy of +/- 6 seconds.
 LW1464
 LW1464.The orthometric height was determined by differential leveling
 LW1464.and adjusted by the National Geodetic Survey in June 1991..
 LW1464
 LW1464.The geoid height was determined by GEOID03.
 LW1464
 LW1464.The dynamic height is computed by dividing the NAVD 88
 LW1464.geopotential number by the normal gravity value computed on the
 LW1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1464.degrees latitude (g = 980.6199 gals.).
 LW1464
 LW1464.The modeled gravity was interpolated from observed gravity values.
 LW1464
 LW1464;                    North         East    Units  Estimated Accuracy
 LW1464;SPC RI       -    89,160.       99,190.      MT  (+/- 180 meters Scaled)
 LW1464
 LW1464                          SUPERSEDED SURVEY CONTROL
 LW1464
 LW1464  NGVD 29 (??/??/92)   61.605  (m)          202.12   (f) ADJ UNCH    2 0
 LW1464
 LW1464.Superseded values are not recommended for survey control.
 LW1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1464.See file dsdata.txt to determine how the superseded data were derived.
 LW1464
 LW1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG917401(NAD 83)
 LW1464_MARKER: DB = BENCH MARK DISK
 LW1464_SETTING: 66 = SET IN ROCK OUTCROP
 LW1464_SP_SET: ROCK LEDGE
 LW1464_STAMPING: M 32 1969
 LW1464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1464+STABILITY: POSITION/ELEVATION WELL
 LW1464
 LW1464  HISTORY     - Date     Condition        Report By
 LW1464  HISTORY     - 1969     MONUMENTED       CGS
 LW1464
 LW1464                          STATION DESCRIPTION
 LW1464
 LW1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1464'AT GEORGIAVILLE.
 LW1464'AT GEORGIAVILLE, ABOUT 0.25 MILE SOUTHEAST ALONG STATE HIGHWAY 104
 LW1464'FROM THE GEORGIAVILLE BAPTIST CHURCH, DIRECTLY IN THE REAR
 LW1464'(SOUTHWEST) OF THE GEORGIAVILLE FIRE STATION, SET IN THE TOP OF A
 LW1464'ROCK LEDGE WHICH IS 85 FEET LONG-6 FEET HIGH AT THE HIGHEST
 LW1464'POINT, 140 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LW1464'77.3 FEET NORTHWEST OF THE NORTH CORNER OF THE SMITHFIELD TOWN
 LW1464'HALL, 44.4 FEET SOUTHWEST OF THE SOUTH CORNER OF THE FIRE STATION
 LW1464'AND 10 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1317 ***********************************************************************
 LW1317  DESIGNATION -  M 33
 LW1317  PID         -  LW1317
 LW1317  STATE/COUNTY-  RI/PROVIDENCE
 LW1317  USGS QUAD   -  CHEPACHET (1975)
 LW1317
 LW1317                         *CURRENT SURVEY CONTROL
 LW1317  ___________________________________________________________________
 LW1317* NAD 83(1986)-  41 53 45.     (N)    071 37 40.     (W)     SCALED    
 LW1317* NAVD 88     -       137.366  (meters)     450.68   (feet)  ADJUSTED  
 LW1317  ___________________________________________________________________
 LW1317  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW1317  DYNAMIC HT  -         137.319 (meters)     450.52  (feet)  COMP
 LW1317  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LW1317
 LW1317  VERT ORDER  -  SECOND    CLASS 0
 LW1317
 LW1317.The horizontal coordinates were scaled from a topographic map and have
 LW1317.an estimated accuracy of +/- 6 seconds.
 LW1317
 LW1317.The orthometric height was determined by differential leveling
 LW1317.and adjusted by the National Geodetic Survey in June 1991..
 LW1317
 LW1317.The geoid height was determined by GEOID03.
 LW1317
 LW1317.The dynamic height is computed by dividing the NAVD 88
 LW1317.geopotential number by the normal gravity value computed on the
 LW1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1317.degrees latitude (g = 980.6199 gals.).
 LW1317
 LW1317.The modeled gravity was interpolated from observed gravity values.
 LW1317
 LW1317;                    North         East    Units  Estimated Accuracy
 LW1317;SPC RI       -    90,250.       89,400.      MT  (+/- 180 meters Scaled)
 LW1317
 LW1317                          SUPERSEDED SURVEY CONTROL
 LW1317
 LW1317  NGVD 29 (??/??/92)  137.611  (m)          451.48   (f) ADJ UNCH    2 0
 LW1317
 LW1317.Superseded values are not recommended for survey control.
 LW1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1317.See file dsdata.txt to determine how the superseded data were derived.
 LW1317
 LW1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG820415(NAD 83)
 LW1317_MARKER: DB = BENCH MARK DISK
 LW1317_SETTING: 80 = SET IN A BOULDER
 LW1317_SP_SET: BOULDER
 LW1317_STAMPING: M 33 1969
 LW1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1317+STABILITY: SURFACE MOTION
 LW1317
 LW1317  HISTORY     - Date     Condition        Report By
 LW1317  HISTORY     - 1969     MONUMENTED       CGS
 LW1317  HISTORY     - 1987     GOOD             USPSQD
 LW1317  HISTORY     - 1988     GOOD             USPSQD
 LW1317
 LW1317                          STATION DESCRIPTION
 LW1317
 LW1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1317'2.4 MI E FROM CHEPACHET.
 LW1317'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE SOUTH
 LW1317'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, ABOUT 0.1 MILE WEST
 LW1317'OF THE JUNCTION OF CHESTNUT ROAD, AT THE INSIDE OF A SHARP
 LW1317'CURVE, SET ON THE TOP OF A ROUND ROCK WHICH IS 30 FEET LONG
 LW1317'AND 10 FEET HIGH AT THE HIGHEST POINT, 35 FEET NORTHEAST OF THE
 LW1317'CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 4.3 FEET NORTH
 LW1317'OF THE SOUTH CORNER OF A 2-FOOT OFFSET IN THE SOUTHWEST FACE
 LW1317'OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1317
 LW1317                          STATION RECOVERY (1987)
 LW1317
 LW1317'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1317'RECOVERED IN GOOD CONDITION.
 LW1317
 LW1317                          STATION RECOVERY (1988)
 LW1317
 LW1317'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1099 ***********************************************************************
 LW1099  DESIGNATION -  M 9
 LW1099  PID         -  LW1099
 LW1099  STATE/COUNTY-  RI/PROVIDENCE
 LW1099  USGS QUAD   -  CLAYVILLE (1975)
 LW1099
 LW1099                         *CURRENT SURVEY CONTROL
 LW1099  ___________________________________________________________________
 LW1099* NAD 83(1986)-  41 45 25.     (N)    071 42 35.     (W)     SCALED    
 LW1099* NAVD 88     -       197.438  (meters)     647.76   (feet)  ADJUSTED  
 LW1099  ___________________________________________________________________
 LW1099  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LW1099  DYNAMIC HT  -         197.369 (meters)     647.53  (feet)  COMP
 LW1099  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 LW1099
 LW1099  VERT ORDER  -  SECOND    CLASS 0
 LW1099
 LW1099.The horizontal coordinates were scaled from a topographic map and have
 LW1099.an estimated accuracy of +/- 6 seconds.
 LW1099
 LW1099.The orthometric height was determined by differential leveling
 LW1099.and adjusted by the National Geodetic Survey in June 1991..
 LW1099
 LW1099.The geoid height was determined by GEOID03.
 LW1099
 LW1099.The dynamic height is computed by dividing the NAVD 88
 LW1099.geopotential number by the normal gravity value computed on the
 LW1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1099.degrees latitude (g = 980.6199 gals.).
 LW1099
 LW1099.The modeled gravity was interpolated from observed gravity values.
 LW1099
 LW1099;                    North         East    Units  Estimated Accuracy
 LW1099;SPC RI       -    74,830.       82,560.      MT  (+/- 180 meters Scaled)
 LW1099
 LW1099                          SUPERSEDED SURVEY CONTROL
 LW1099
 LW1099  NGVD 29 (??/??/92)  197.684  (m)          648.57   (f) ADJ UNCH    2 0
 LW1099
 LW1099.Superseded values are not recommended for survey control.
 LW1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1099.See file dsdata.txt to determine how the superseded data were derived.
 LW1099
 LW1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG747263(NAD 83)
 LW1099_MARKER: DB = BENCH MARK DISK
 LW1099_SETTING: 80 = SET IN A BOULDER
 LW1099_SP_SET: BOULDER
 LW1099_STAMPING: M 9 1958
 LW1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1099+STABILITY: SURFACE MOTION
 LW1099
 LW1099  HISTORY     - Date     Condition        Report By
 LW1099  HISTORY     - 1958     MONUMENTED       CGS
 LW1099  HISTORY     - 1969     GOOD             NGS
 LW1099  HISTORY     - 1988     GOOD             USPSQD
 LW1099  HISTORY     - 1989     GOOD             USPSQD
 LW1099
 LW1099                          STATION DESCRIPTION
 LW1099
 LW1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1099'4.5 MI N FROM SUMMIT.
 LW1099'ABOUT 4.5 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE
 LW1099'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, AT THE INSIDE OF
 LW1099'A LONG CURVE, AT THE JUNCTION OF BRIGGS ROAD LEADING WEST, SET
 LW1099'IN THE TOP OF A BOULDER WHICH IS 3 FEET LONG-1 1/2 FEET WIDE
 LW1099'AND PROJECTS 1 FOOT ON THE EAST SIDE, 37 FEET EAST OF THE CENTER
 LW1099'LINE OF THE HIGHWAY, IN THE EXTENDED CENTER LINE OF BRIGGS ROAD
 LW1099'AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1099
 LW1099                          STATION RECOVERY (1988)
 LW1099
 LW1099'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1099'RECOVERED IN GOOD CONDITION.
 LW1099
 LW1099                          STATION RECOVERY (1989)
 LW1099
 LW1099'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3054 ***********************************************************************
 LW3054  DESIGNATION -  MAIN BR C LT 2 1948
 LW3054  PID         -  LW3054
 LW3054  STATE/COUNTY-  RI/WASHINGTON
 LW3054  USGS QUAD   -  
 LW3054
 LW3054                         *CURRENT SURVEY CONTROL
 LW3054  ___________________________________________________________________
 LW3054* NAD 83(1996)-  41 21 15.27256(N)    071 30 26.17713(W)     ADJUSTED  
 LW3054* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3054  ___________________________________________________________________
 LW3054  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 LW3054  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW3054
 LW3054  HORZ ORDER  -  THIRD
 LW3054
 LW3054.The horizontal coordinates were established by classical geodetic methods
 LW3054.and adjusted by the National Geodetic Survey in August 1998..
 LW3054
 LW3054.The orthometric height was scaled from a topographic map.
 LW3054
 LW3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3054
 LW3054.The geoid height was determined by GEOID03.
 LW3054
 LW3054;                    North         East     Units Scale Factor Converg.
 LW3054;SPC RI       -    30,086.492    99,391.508   MT  0.99999375   -0 00 17.3
 LW3054;SPC RI       -    98,708.77    326,086.97   sFT  0.99999375   -0 00 17.3
 LW3054;UTM  19      - 4,581,115.684   290,259.025   MT  1.00014142   -1 39 25.9
 LW3054
 LW3054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3054!SPC RI       -   1.00000481  x   0.99999375  =   0.99999856
 LW3054!UTM  19      -   1.00000481  x   1.00014142  =   1.00014623
 LW3054
 LW3054:                Primary Azimuth Mark                     Grid Az
 LW3054:SPC RI       -  PT JUDITH HBR MAIN BRKWTR E LT           051 30 30.3
 LW3054:UTM  19      -  PT JUDITH HBR MAIN BRKWTR E LT           053 09 38.9
 LW3054
 LW3054|---------------------------------------------------------------------|
 LW3054| PID    Reference Object                     Distance      Geod. Az  |
 LW3054|                                                           dddmmss.s |
 LW3054| LW2905 PT JUDITH HBR MAIN BRKWTR E LT      APPROX. 1.0 KM 0513013.0 |
 LW3054| LW3051 PT JUDITH HBR MAIN BRKWTR CEN         2.473 METERS 06052     |
 LW3054| LW2906 PT JUDITH HBR E BRKWTR LT           APPROX. 1.3 KM 0664701.8 |
 LW3054| LW3052 PT JUDITH HBR MAIN BRKWTR W LT      APPROX. 0.9 KM 3275206.8 |
 LW3054| LW3049 PT JUDITH POND REFLECTOR            APPROX. 2.3 KM 3471604.5 |
 LW3054|---------------------------------------------------------------------|
 LW3054
 LW3054                          SUPERSEDED SURVEY CONTROL
 LW3054
 LW3054  NAD 83(1996)-  41 21 15.27151(N)    071 30 26.17596(W) AD(       ) 3
 LW3054  NAD 83(1992)-  41 21 15.27122(N)    071 30 26.17643(W) AD(       ) 3
 LW3054  NAD 83(1992)-  41 21 15.26985(N)    071 30 26.17621(W) AD(       ) 3
 LW3054  NAD 83(1986)-  41 21 15.26951(N)    071 30 26.17587(W) AD(       ) 3
 LW3054  NAD 27      -  41 21 14.90300(N)    071 30 27.96400(W) AD(       ) 3
 LW3054
 LW3054.Superseded values are not recommended for survey control.
 LW3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3054.See file dsdata.txt to determine how the superseded data were derived.
 LW3054
 LW3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9025981116(NAD 83)
 LW3054_MARKER: DS = TRIANGULATION STATION DISK
 LW3054_SETTING: 0 = UNSPECIFIED SETTING
 LW3054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3054
 LW3054  HISTORY     - Date     Condition        Report By
 LW3054  HISTORY     - 1948     MONUMENTED       CGS
 LW3054  HISTORY     - 1954     GOOD             CGS
 LW3054  HISTORY     - 1984     GOOD             USPSQD
 LW3054  HISTORY     - 19940901 GOOD             USPSQD
 LW3054
 LW3054                          STATION DESCRIPTION
 LW3054
 LW3054'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FBQ)
 LW3054'IN THE MIDDLE OF THE MAIN BREAKWATER OF THE HARBOR OF REFUGE AND
 LW3054'IN THE CENTER OF THE CONCRETE FOUNDATION FOR THE POINT JUDITH
 LW3054'HARBOR OF REFUGE MAIN BREAKWATER CENTER LIGHT.  MARK IS SET
 LW3054'DIRECTLY BENEATH THE LIGHT.  THE MARK IS A BRONZE STATION DISK SET
 LW3054'IN CONCRETE AND IS STAMPED MAIN BR C LT 2 1948.
 LW3054'
 LW3054'NO REFERENCE MARKS ESTABLISHED.
 LW3054
 LW3054                          STATION RECOVERY (1954)
 LW3054
 LW3054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3054'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LW3054'ADEQUATE AND COMPLETE.
 LW3054
 LW3054                          STATION RECOVERY (1984)
 LW3054
 LW3054'RECOVERY NOTE BY US POWER SQUADRON 1984 (AZ)
 LW3054'MAIN BREAKWATER CENTER LIGHT OBSERVED AS DESCRIBED.  MAIN BREAKWATER
 LW3054'IS IN PROCESS OF BEING REPAIRED.  LIGHT NOT DISTURBED.
 LW3054
 LW3054                          STATION RECOVERY (1994)
 LW3054
 LW3054'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2904 ***********************************************************************
 LW2904  DESIGNATION -  MAIN BREAKWATER EAST LIGHT
 LW2904  PID         -  LW2904
 LW2904  STATE/COUNTY-  RI/WASHINGTON
 LW2904  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2904
 LW2904                         *CURRENT SURVEY CONTROL
 LW2904  ___________________________________________________________________
 LW2904* NAD 83(1996)-  41 21 35.21262(N)    071 29 52.85906(W)     ADJUSTED  
 LW2904* NAVD 88     -                                                        
 LW2904  ___________________________________________________________________
 LW2904  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 LW2904  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW2904
 LW2904  HORZ ORDER  -  THIRD
 LW2904
 LW2904.The horizontal coordinates were established by classical geodetic methods
 LW2904.and adjusted by the National Geodetic Survey in August 1998..
 LW2904
 LW2904
 LW2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2904
 LW2904.The geoid height was determined by GEOID03.
 LW2904
 LW2904;                    North         East     Units Scale Factor Converg.
 LW2904;SPC RI       -    30,701.620   100,165.978   MT  0.99999375   +0 00 04.7
 LW2904;SPC RI       -   100,726.90    328,627.88   sFT  0.99999375   +0 00 04.7
 LW2904;UTM  19      - 4,581,708.308   291,051.027   MT  1.00013734   -1 39 04.5
 LW2904
 LW2904                          SUPERSEDED SURVEY CONTROL
 LW2904
 LW2904  NAD 83(1996)-  41 21 35.21159(N)    071 29 52.85789(W) AD(       ) 4
 LW2904  NAD 83(1992)-  41 21 35.21127(N)    071 29 52.85838(W) AD(       ) 4
 LW2904  NAD 83(1992)-  41 21 35.20992(N)    071 29 52.85811(W) AD(       ) 4
 LW2904  NAD 83(1986)-  41 21 35.20940(N)    071 29 52.85751(W) AD(       ) 4
 LW2904  NAD 27      -  41 21 34.84200(N)    071 29 54.64300(W) AD(       ) 3
 LW2904
 LW2904.Superseded values are not recommended for survey control.
 LW2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2904.See file dsdata.txt to determine how the superseded data were derived.
 LW2904
 LW2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9105181708(NAD 83)
 LW2904_MARKER: 14 = NAVIGATION LIGHT
 LW2904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2904+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 LW2904
 LW2904  HISTORY     - Date     Condition        Report By
 LW2904  HISTORY     - 1913     FIRST OBSERVED   CGS
 LW2904  HISTORY     - 19940901 GOOD             USPSQD
 LW2904  HISTORY     - 19980108 GOOD             USPSQD
 LW2904  HISTORY     - 20040616 GOOD             USPSQD
 LW2904
 LW2904                          STATION DESCRIPTION
 LW2904
 LW2904'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3053 ***********************************************************************
 LW3053  DESIGNATION -  MAIN BREAKWATER WEST LIGHT
 LW3053  PID         -  LW3053
 LW3053  STATE/COUNTY-  RI/WASHINGTON
 LW3053  USGS QUAD   -  KINGSTON (1975)
 LW3053
 LW3053                         *CURRENT SURVEY CONTROL
 LW3053  ___________________________________________________________________
 LW3053* NAD 83(1996)-  41 21 40.96149(N)    071 30 47.57497(W)     ADJUSTED  
 LW3053* NAVD 88     -                                                        
 LW3053  ___________________________________________________________________
 LW3053  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 LW3053  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW3053
 LW3053  HORZ ORDER  -  THIRD
 LW3053
 LW3053.The horizontal coordinates were established by classical geodetic methods
 LW3053.and adjusted by the National Geodetic Survey in August 1998..
 LW3053
 LW3053
 LW3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3053
 LW3053.The geoid height was determined by GEOID03.
 LW3053
 LW3053;                    North         East     Units Scale Factor Converg.
 LW3053;SPC RI       -    30,879.055    98,894.233   MT  0.99999377   -0 00 31.4
 LW3053;SPC RI       -   101,309.03    324,455.50   sFT  0.99999377   -0 00 31.4
 LW3053;UTM  19      - 4,581,922.377   289,784.741   MT  1.00014387   -1 39 40.9
 LW3053
 LW3053                          SUPERSEDED SURVEY CONTROL
 LW3053
 LW3053  NAD 83(1996)-  41 21 40.96044(N)    071 30 47.57383(W) AD(       ) 4
 LW3053  NAD 83(1992)-  41 21 40.96014(N)    071 30 47.57427(W) AD(       ) 4
 LW3053  NAD 83(1992)-  41 21 40.95880(N)    071 30 47.57406(W) AD(       ) 4
 LW3053  NAD 83(1986)-  41 21 40.95822(N)    071 30 47.57363(W) AD(       ) 4
 LW3053  NAD 27      -  41 21 40.59200(N)    071 30 49.35600(W) AD(       ) 3
 LW3053
 LW3053.Superseded values are not recommended for survey control.
 LW3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3053.See file dsdata.txt to determine how the superseded data were derived.
 LW3053
 LW3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8978581922(NAD 83)
 LW3053_MARKER: 14 = NAVIGATION LIGHT
 LW3053
 LW3053  HISTORY     - Date     Condition        Report By
 LW3053  HISTORY     - 1913     FIRST OBSERVED   CGS
 LW3053  HISTORY     - 19940901 GOOD             USPSQD
 LW3053  HISTORY     - 19980108 GOOD             USPSQD
 LW3053
 LW3053                          STATION DESCRIPTION
 LW3053
 LW3053'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2382 ***********************************************************************
 LW2382  DESIGNATION -  MARSHALL 1932
 LW2382  PID         -  LW2382
 LW2382  STATE/COUNTY-  RI/NEWPORT
 LW2382  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2382
 LW2382                         *CURRENT SURVEY CONTROL
 LW2382  ___________________________________________________________________
 LW2382* NAD 83(1996)-  41 32 41.99325(N)    071 17 58.41769(W)     ADJUSTED  
 LW2382* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 LW2382  ___________________________________________________________________
 LW2382  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 LW2382  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW2382
 LW2382  HORZ ORDER  -  SECOND
 LW2382
 LW2382.The horizontal coordinates were established by classical geodetic methods
 LW2382.and adjusted by the National Geodetic Survey in August 1998..
 LW2382
 LW2382.The orthometric height was scaled from a topographic map.
 LW2382
 LW2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2382
 LW2382.The geoid height was determined by GEOID03.
 LW2382
 LW2382;                    North         East     Units Scale Factor Converg.
 LW2382;SPC RI       -    51,291.566   116,724.242   MT  0.99999719   +0 07 58.6
 LW2382;SPC RI       -   168,279.08    382,952.78   sFT  0.99999719   +0 07 58.6
 LW2382;UTM  19      - 4,601,813.288   308,198.935   MT  1.00005274   -1 31 32.0
 LW2382
 LW2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2382!SPC RI       -   0.99999689  x   0.99999719  =   0.99999408
 LW2382!UTM  19      -   0.99999689  x   1.00005274  =   1.00004963
 LW2382
 LW2382:                Primary Azimuth Mark                     Grid Az
 LW2382:SPC RI       -  MT HOPE BRIDGE NORTH TOWER               017 25 40.5
 LW2382:UTM  19      -  MT HOPE BRIDGE NORTH TOWER               019 05 11.1
 LW2382
 LW2382|---------------------------------------------------------------------|
 LW2382| PID    Reference Object                     Distance      Geod. Az  |
 LW2382|                                                           dddmmss.s |
 LW2382| LW2349 MT HOPE BRIDGE NORTH TOWER          APPROX.11.2 KM 0173339.1 |
 LW2382| LW2348 MT HOPE BRIDGE SOUTH TOWER          APPROX.11.0 KM 0184957.2 |
 LW2382| LW2439 MEMO 1932                           APPROX. 3.9 KM 1930129.3 |
 LW2382| LW2436 NEWPORT NAVAL TRAIN STA FLAG        APPROX. 4.8 KM 2094007.4 |
 LW2382| LW2373 CONANICUT IS DUTCH WINDMILL         APPROX. 7.0 KM 2421919.1 |
 LW2382| LW2374 GOULD ISLAND BEACON                 APPROX. 4.1 KM 2450014.5 |
 LW2382| LW2379 GOULD ISLAND TANK                   APPROX. 4.0 KM 2513947.0 |
 LW2382| LW2464 MARSHALL 1932 RM 1                   12.475 METERS 27141     |
 LW2382|---------------------------------------------------------------------|
 LW2382
 LW2382                          SUPERSEDED SURVEY CONTROL
 LW2382
 LW2382  NAD 83(1996)-  41 32 41.99288(N)    071 17 58.41724(W) AD(       ) 2
 LW2382  NAD 83(1992)-  41 32 41.99162(N)    071 17 58.41694(W) AD(       ) 2
 LW2382  NAD 83(1992)-  41 32 41.99114(N)    071 17 58.41661(W) AD(       ) 2
 LW2382  NAD 83(1986)-  41 32 41.99140(N)    071 17 58.41477(W) AD(       ) 2
 LW2382  NAD 27      -  41 32 41.62400(N)    071 18 00.23500(W) AD(       ) 2
 LW2382
 LW2382.Superseded values are not recommended for survey control.
 LW2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2382.See file dsdata.txt to determine how the superseded data were derived.
 LW2382
 LW2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0819901813(NAD 83)
 LW2382_MARKER: Z = SEE DESCRIPTION
 LW2382_SETTING: 0 = UNSPECIFIED SETTING
 LW2382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2382
 LW2382  HISTORY     - Date     Condition        Report By
 LW2382  HISTORY     - 1932     MONUMENTED       CGS
 LW2382  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2382  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2382  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2382
 LW2382                          STATION DESCRIPTION
 LW2382
 LW2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2382'STATION IS 5.5 MILES N OF NEWPORT, RHODE ISLAND.  STATION IS ON
 LW2382'THE PROPERTY OF FILMORE COGGESHALL AND IS 0.5 METER N OF A STONE
 LW2382'FENCE RUNNING E AND W ON THE PROPERTY LINE OF COGGESHALLS
 LW2382'PROPERTY AND PROPERTY OF MIRIAM MARSHALL.  STATION IS 37.5 METERS
 LW2382'E OF A STONE FENCE RUNNING N AND S.  THE MEASUREMENT BEING
 LW2382'TAKEN TO BE THE INTERSECTION OF THE TWO FENCES MENTIONED.
 LW2382'
 LW2382'SURFACE IS MARKED WITH A CONCRETE MONUMENT 8 BY 8 BY 30 INCHES
 LW2382'WITH A STANDARD DISK STAMPED MARSHALL - 1932.
 LW2382'
 LW2382'UNDERGROUND MARK IS A CONCRETE MONUMENT 7 BY 7 BY 21 INCHES
 LW2382'WITH A NAIL IN THE CENTER OF THE TRIANGLE CUT IN THE MONUMENT.  IN
 LW2382'ADDITION TO THE TRIANGLE THE LEGEND C. AND G.S. - 1913 IS
 LW2382'INSCRIBED IN THE CONCRETE MONUMENT.
 LW2382'
 LW2382'THE REFERENCE MARK IS A STANDARD DISK IN A CONCRETE
 LW2382'MONUMENT 8 BY 8 BY 30 INCHES AND IS STAMPED MARSHALL - 1932.
 LW2382
 LW2382                          STATION RECOVERY (1956)
 LW2382
 LW2382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (MTP)
 LW2382'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LW2382'REFERENCE MARK WAS NOT FOUND DURING THIS VISIT AND
 LW2382'THEREFORE THE VARIOUS MEASUREMENTS WERE NOT REMEASURED.  DUE TO
 LW2382'POOR WEATHER CONDITIONS A THOROUGH SEARCH FOR THE REFERENCE
 LW2382'MARK COULD NOT BE MADE AT THIS TIME.  THE ORIGINAL DESCRIPTION
 LW2382'IS ADEQUATE PENDING FURTHER INVESTIGATION FOR THE REFERENCE
 LW2382'MARK.
 LW2382
 LW2382                          STATION RECOVERY (1956)
 LW2382
 LW2382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2382'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE
 LW2382'REFERENCE MARK WAS NOT RECOVERED.  LOCAL RESIDENTS SAY THAT
 LW2382'THE REFERENCE MARK IS INTACT BUT UNDER A 10-FT. MOUND OF DIRT
 LW2382'WHICH CAME FROM A BORROW PIT IN THIS AREA.  THE PUBLISHED
 LW2382'DESCRIPTION IS INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 LW2382'
 LW2382'THE STATION IS LOCATED ABOUT 5.5 MI. N OF NEWPORT IN A
 LW2382'LOCALITY KNOWN AS MIDDLETOWN, AND ON THE PROPERTY OF MIRIAM
 LW2382'MARSHALL.  IT IS ABOUT 500 FT. W OF MIRIAM MARSHALLS HOUSE, 123.0
 LW2382'FT. E OF A N-S STONE-FENCE, 40.0 FT. S OF THE S SIDE OF A
 LW2382'BURROW PIT, AND AT THE S BASE OF A 10-FT. MOUND OF DIRT.  IT
 LW2382'IS A STANDARD DISK, STAMPED MARSHALL 1932 SET IN THE TOP OF AN
 LW2382'8-IN. SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 IN. ABOVE THE
 LW2382'GROUND.
 LW2382
 LW2382                          STATION RECOVERY (1963)
 LW2382
 LW2382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2382'STATION WAS IN THE WAY OF CONSTRUCTION AND WAS DESTROYED.  SEE
 LW2382'DESCRIPTION OF MARSHALL 2, 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2456 ***********************************************************************
 LW2456  DESIGNATION -  MARSHALL 2 1963
 LW2456  PID         -  LW2456
 LW2456  STATE/COUNTY-  RI/NEWPORT
 LW2456  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2456
 LW2456                         *CURRENT SURVEY CONTROL
 LW2456  ___________________________________________________________________
 LW2456* NAD 83(1996)-  41 32 42.97934(N)    071 17 59.84312(W)     ADJUSTED  
 LW2456* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 LW2456  ___________________________________________________________________
 LW2456  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 LW2456  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW2456
 LW2456  HORZ ORDER  -  THIRD
 LW2456
 LW2456.The horizontal coordinates were established by classical geodetic methods
 LW2456.and adjusted by the National Geodetic Survey in August 1998..
 LW2456.No horizontal observational check was made to the station.
 LW2456
 LW2456.The orthometric height was scaled from a topographic map.
 LW2456
 LW2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2456
 LW2456.The geoid height was determined by GEOID03.
 LW2456
 LW2456;                    North         East     Units Scale Factor Converg.
 LW2456;SPC RI       -    51,321.911   116,691.135   MT  0.99999718   +0 07 57.6
 LW2456;SPC RI       -   168,378.64    382,844.17   sFT  0.99999718   +0 07 57.6
 LW2456;UTM  19      - 4,601,844.580   308,166.718   MT  1.00005289   -1 31 33.0
 LW2456
 LW2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2456!SPC RI       -   0.99999689  x   0.99999718  =   0.99999407
 LW2456!UTM  19      -   0.99999689  x   1.00005289  =   1.00004978
 LW2456
 LW2456|---------------------------------------------------------------------|
 LW2456| PID    Reference Object                     Distance      Geod. Az  |
 LW2456|                                                           dddmmss.s |
 LW2456| LW2465 MARSHALL 2 1963 RM 1                 31.882 METERS 01145     |
 LW2456| LW2382 MARSHALL 1932                        44.911 METERS 13238     |
 LW2456| LW2464 MARSHALL 1932 RM 1                   36.421 METERS 14537     |
 LW2456|---------------------------------------------------------------------|
 LW2456
 LW2456                          SUPERSEDED SURVEY CONTROL
 LW2456
 LW2456  NAD 83(1996)-  41 32 42.97898(N)    071 17 59.84267(W) AD(       ) 3
 LW2456  NAD 83(1992)-  41 32 42.97771(N)    071 17 59.84237(W) AD(       ) 3
 LW2456  NAD 83(1992)-  41 32 42.97724(N)    071 17 59.84205(W) AD(       ) 3
 LW2456  NAD 83(1986)-  41 32 42.97748(N)    071 17 59.84020(W) AD(       ) 3
 LW2456  NAD 27      -  41 32 42.60500(N)    071 18 01.66600(W) AD(       ) 3
 LW2456
 LW2456.Superseded values are not recommended for survey control.
 LW2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2456.See file dsdata.txt to determine how the superseded data were derived.
 LW2456
 LW2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0816701845(NAD 83)
 LW2456_MARKER: DS = TRIANGULATION STATION DISK
 LW2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2456_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2456+STABILITY: SURFACE MOTION
 LW2456
 LW2456  HISTORY     - Date     Condition        Report By
 LW2456  HISTORY     - 1963     MONUMENTED       CGS
 LW2456
 LW2456                          STATION DESCRIPTION
 LW2456
 LW2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2456'STATION IS 5.5 MILES NORTH OF NEWPORT ON PROPERTY OF RAY BERGERON.
 LW2456'
 LW2456'THE STATION MARK IS A STANDARD DISK STAMPED MARSHALL 2 1963, SET
 LW2456'IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE PROPOSED FINISH
 LW2456'GRADE WHEN CONSTRUCTION IS COMPLETED.  IT IS ABOUT 1 FOOT
 LW2456'NORTH OF THE SOUTHWEST CORNER BOUNDARY OF THE HOUSE LOT, AND
 LW2456'AT THE EDGE OF PASTURE LAND THAT SLOPES TO THE WEST.
 LW2456'
 LW2456'RM 1 IS A STANDARD DISK STAMPED MARSHALL 2 NO 1 1963, SET
 LW2456'IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE PROPOSED
 LW2456'FINISH GRADE AND IS ABOUT 18 INCHES SOUTH OF THE NORTHWEST CORNER
 LW2456'OF THE PROPERTY.
 LW2456'
 LW2456'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 114
 LW2456'AND 138 IN MIDDLETOWN, WHICH IS 3 MILES NORTH OF NEWPORT, GO
 LW2456'NORTHWARD ON HIGHWAY 114 FOR 2.2 MILES TO MARSHALL LANE ON
 LW2456'THE LEFT, TURN LEFT AND GO WESTERLY FOR 0.2 MILE, TURN RIGHT
 LW2456'WITH THE PAVEMENT AND GO 100 FEET TO ROY AVENUE ON THE LEFT, TURN
 LW2456'LEFT AND GO 0.25 MILE WESTERLY TO THE END OF THE ROAD AT THE
 LW2456'EDGE OF PASTURE LAND AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2929 ***********************************************************************
 LW2929  DESIGNATION -  MC SPARRAN 1838
 LW2929  PID         -  LW2929
 LW2929  STATE/COUNTY-  RI/WASHINGTON
 LW2929  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2929
 LW2929                         *CURRENT SURVEY CONTROL
 LW2929  ___________________________________________________________________
 LW2929* NAD 83(1996)-  41 29 46.78992(N)    071 27 23.04456(W)     ADJUSTED  
 LW2929* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 LW2929  ___________________________________________________________________
 LW2929  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 LW2929  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW2929
 LW2929  HORZ ORDER  -  FIRST
 LW2929
 LW2929.The horizontal coordinates were established by classical geodetic methods
 LW2929.and adjusted by the National Geodetic Survey in August 1998..
 LW2929
 LW2929.The orthometric height was scaled from a topographic map.
 LW2929
 LW2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2929
 LW2929.The geoid height was determined by GEOID03.
 LW2929
 LW2929;                    North         East     Units Scale Factor Converg.
 LW2929;SPC RI       -    45,867.900   103,640.510   MT  0.99999391   +0 01 44.0
 LW2929;SPC RI       -   150,484.94    340,027.24   sFT  0.99999391   +0 01 44.0
 LW2929;UTM  19      - 4,596,769.939   294,962.593   MT  1.00011739   -1 37 41.2
 LW2929
 LW2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2929!SPC RI       -   0.99999348  x   0.99999391  =   0.99998739
 LW2929!UTM  19      -   0.99999348  x   1.00011739  =   1.00011087
 LW2929
 LW2929:                Primary Azimuth Mark                     Grid Az
 LW2929:SPC RI       -  WICKFORD LIGHTHOUSE OLD TOWER            009 48 36.2
 LW2929:UTM  19      -  WICKFORD LIGHTHOUSE OLD TOWER            011 28 01.4
 LW2929
 LW2929|---------------------------------------------------------------------|
 LW2929| PID    Reference Object                     Distance      Geod. Az  |
 LW2929|                                                           dddmmss.s |
 LW2929| LW2478 WICKFORD LIGHTHOUSE OLD TOWER       APPROX. 8.4 KM 0095020.2 |
 LW2929| LW2164 LITTLE COMPTON ME CH SPIRE          APPROX.23.7 KM 0862534.2 |
 LW2929| LW3008 DUTCH ISLAND LIGHTHOUSE             APPROX. 4.3 KM 0892555.4 |
 LW2929| LW2878 GOAT ISLAND LIGHTHOUSE              APPROX.10.8 KM 0914409.7 |
 LW2929| LW2854 NEWPORT TRINITY CH SPIRE            APPROX.12.0 KM 0944504.0 |
 LW2929| LW4423 CUTTYHUNK LIGHTHOUSE                APPROX.43.3 KM 1015642.4 |
 LW2929| LW2982 BEAVERTAIL LIGHTHOUSE               APPROX. 7.1 KM 1373555.3 |
 LW2929| LW3010 KINGSTON CONG CH SPIRE              APPROX. 6.0 KM 2524706.2 |
 LW2929|---------------------------------------------------------------------|
 LW2929
 LW2929                          SUPERSEDED SURVEY CONTROL
 LW2929
 LW2929  NAD 83(1996)-  41 29 46.78939(N)    071 27 23.04388(W) AD(       ) 1
 LW2929  NAD 83(1992)-  41 29 46.78828(N)    071 27 23.04388(W) AD(       ) 1
 LW2929  NAD 83(1992)-  41 29 46.78765(N)    071 27 23.04355(W) AD(       ) 1
 LW2929  NAD 83(1986)-  41 29 46.78773(N)    071 27 23.04305(W) AD(       ) 1
 LW2929  NAD 27      -  41 29 46.41500(N)    071 27 24.86100(W) AD(       ) 1
 LW2929
 LW2929.Superseded values are not recommended for survey control.
 LW2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2929.See file dsdata.txt to determine how the superseded data were derived.
 LW2929
 LW2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9496396770(NAD 83)
 LW2929
 LW2929  HISTORY     - Date     Condition        Report By
 LW2929  HISTORY     - 1838     MONUMENTED       COASUR
 LW2929  HISTORY     - 1869     MARK NOT FOUND   CGS
 LW2929
 LW2929                          STATION DESCRIPTION
 LW2929
 LW2929'DESCRIBED BY COAST AND GEODETIC SURVEY 1869
 LW2929'REPORTED DESTROYED IN 1869.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0673 ***********************************************************************
 LW0673  DESIGNATION -  MC SPARRAN 4
 LW0673  PID         -  LW0673
 LW0673  STATE/COUNTY-  RI/WASHINGTON
 LW0673  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0673
 LW0673                         *CURRENT SURVEY CONTROL
 LW0673  ___________________________________________________________________
 LW0673* NAD 83(1996)-  41 29 49.38800(N)    071 27 24.83060(W)     ADJUSTED  
 LW0673* NAVD 88     -        71.793  (meters)     235.54   (feet)  ADJUSTED  
 LW0673  ___________________________________________________________________
 LW0673  X           -   1,521,469.909 (meters)                     COMP
 LW0673  Y           -  -4,535,851.545 (meters)                     COMP
 LW0673  Z           -   4,203,954.615 (meters)                     COMP
 LW0673  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 LW0673  ELLIP HEIGHT-          41.60  (meters)          (06/13/02) GPS OBS
 LW0673  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW0673  DYNAMIC HT  -          71.768 (meters)     235.46  (feet)  COMP
 LW0673  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LW0673
 LW0673  HORZ ORDER  -  FIRST
 LW0673  VERT ORDER  -  SECOND    CLASS 0
 LW0673  ELLP ORDER  -  FOURTH    CLASS II
 LW0673
 LW0673.The horizontal coordinates were established by classical geodetic methods
 LW0673.and adjusted by the National Geodetic Survey in August 1998..
 LW0673
 LW0673.The orthometric height was determined by differential leveling
 LW0673.and adjusted by the National Geodetic Survey in June 1991..
 LW0673
 LW0673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW0673
 LW0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0673
 LW0673.The ellipsoidal height was determined by GPS observations
 LW0673.and is referenced to NAD 83.
 LW0673
 LW0673.The geoid height was determined by GEOID03.
 LW0673
 LW0673.The dynamic height is computed by dividing the NAVD 88
 LW0673.geopotential number by the normal gravity value computed on the
 LW0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0673.degrees latitude (g = 980.6199 gals.).
 LW0673
 LW0673.The modeled gravity was interpolated from observed gravity values.
 LW0673
 LW0673;                    North         East     Units Scale Factor Converg.
 LW0673;SPC RI       -    45,948.032   103,599.044   MT  0.99999391   +0 01 42.8
 LW0673;SPC RI       -   150,747.83    339,891.20   sFT  0.99999391   +0 01 42.8
 LW0673;UTM  19      - 4,596,851.247   294,923.456   MT  1.00011759   -1 37 42.5
 LW0673
 LW0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0673!SPC RI       -   0.99999348  x   0.99999391  =   0.99998739
 LW0673!UTM  19      -   0.99999348  x   1.00011759  =   1.00011106
 LW0673
 LW0673|---------------------------------------------------------------------|
 LW0673| PID    Reference Object                     Distance      Geod. Az  |
 LW0673|                                                           dddmmss.s |
 LW0673| LW0675 MCSPARRAN 3 RESET                    71.728 METERS 13733     |
 LW0673| LW0674 MCSPARRAN 4 RM 4                      2.116 METERS 15955     |
 LW0673| LW0376 MCSPARRAN 4 AZ MK                                  3385631.5 |
 LW0673| LW0672 MCSPARRAN 4 RM 5                      2.249 METERS 34020     |
 LW0673|---------------------------------------------------------------------|
 LW0673
 LW0673                          SUPERSEDED SURVEY CONTROL
 LW0673
 LW0673  ELLIP H (08/17/98)   41.62   (m)                       GP(       ) 4 1
 LW0673  NAD 83(1996)-  41 29 49.38725(N)    071 27 24.82983(W) AD(       ) 1
 LW0673  NAD 83(1992)-  41 29 49.38652(N)    071 27 24.82988(W) AD(       ) 1
 LW0673  ELLIP H (01/17/96)   41.57   (m)                       GP(       ) 4 2
 LW0673  NAD 83(1992)-  41 29 49.38583(N)    071 27 24.82979(W) AD(       ) 1
 LW0673  NAD 83(1986)-  41 29 49.38532(N)    071 27 24.82890(W) AD(       ) 1
 LW0673  NAD 27      -  41 29 49.01904(N)    071 27 26.62326(W) AD(       ) 1
 LW0673  NGVD 29 (??/??/92)   72.067  (m)          236.44   (f) ADJ UNCH    2 0
 LW0673
 LW0673.Superseded values are not recommended for survey control.
 LW0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0673.See file dsdata.txt to determine how the superseded data were derived.
 LW0673
 LW0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9492396851(NAD 83)
 LW0673_MARKER: DS = TRIANGULATION STATION DISK
 LW0673_SETTING: 66 = SET IN ROCK OUTCROP
 LW0673_SP_SET: IN A DRILL HOLE IN BEDROCK
 LW0673_STAMPING: MC SPARRAN 4 1968
 LW0673_MARK LOGO: CGS   
 LW0673_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0673+STABILITY: POSITION/ELEVATION WELL
 LW0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0673+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW0673
 LW0673  HISTORY     - Date     Condition        Report By
 LW0673  HISTORY     - 1969     MONUMENTED       CGS
 LW0673  HISTORY     - 1969     GOOD             CGS
 LW0673  HISTORY     - 1969     GOOD             NGS
 LW0673  HISTORY     - 1977     GOOD             NGS
 LW0673  HISTORY     - 19890402 GOOD             RIGS
 LW0673  HISTORY     - 20011010 GOOD             USPSQD
 LW0673  HISTORY     - 20020308 GOOD             USPSQD
 LW0673  HISTORY     - 20040417 GOOD             USPSQD
 LW0673  HISTORY     - 20060630 GOOD             USPSQD
 LW0673
 LW0673                          STATION DESCRIPTION
 LW0673
 LW0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW0673'STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF NEWPORT, 3-1/2 MILES
 LW0673'EAST-NORTHEAST OF KINGSTON, 5 MILES SOUTH OF WICKFORD AND ON
 LW0673'RIGHT-OF-WAY PROPERTY OWNED BY THE STATE OF RHODE ISLAND.
 LW0673'
 LW0673'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 LW0673'HIGHWAY 138 ABOUT 3.5 MILES EAST-NORTHEAST OF KINGSTON, GO
 LW0673'NORTHERLY ON U.S. HIGHWAY 1 FOR 0.15 MILE TO NEW ENGLAND TELEPHONE
 LW0673'COMPANY BUILDING ON LEFT AND STATION ON RIGHT AS DESCRIBED.
 LW0673'
 LW0673'STATION MARK, STAMPED MC SPARRAN 4 1968, IS SET 2 INCHES BELOW THE
 LW0673'SURFACE OF THE GROUND.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK,
 LW0673'186 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF NEW ENGLAND
 LW0673'TELEPHONE BUILDING, 173 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LW0673'NEW ENGLAND TELEPHONE BUILDING, 58.5 FEET NORTHEAST OF CENTER OF
 LW0673'NORTH BOUND LANE OF U.S. HIGHWAY 1, 29 FEET SOUTHEAST OF CENTER OF
 LW0673'DRIVEWAY, 29 FEET SOUTHEAST OF SOUTH END OF CULVERT AND 13 FEET
 LW0673'SOUTHWEST OF ROCK FENCE.
 LW0673'
 LW0673'RM 4, STAMPED MC SPARRAN 4 NO 4 1968, IS CEMENTED IN A DRILL HOLE
 LW0673'IN BEDROCK FORMATION THAT PROJECTS ABOUT 3 INCHES AND IS 2 BY 4
 LW0673'FEET IN SIZE.  IT IS 97.5 FEET SOUTHEAST OF THE CENTER OF
 LW0673'DRIVEWAY, 61 FEET NORTHEAST OF CENTER OF NORTH BOUND LANE OF U.S.
 LW0673'HIGHWAY 1 AND 9.5 FEET SOUTHWEST OF ROCK FENCE.
 LW0673'
 LW0673'RM 5, STAMPED MC SPARRAN 4 NO 5 1968, IS CEMENTED IN A DRILL HOLE
 LW0673'IN BEDROCK FORMATION THAT PROJECTS ABOUT 3 INCHES AND IS 1 BY 3
 LW0673'FEET IN SIZE.  IT IS 55 FEET NORTHEAST OF CENTER OF NORTH BOUND
 LW0673'LANE OF U.S. HIGHWAY 1, 44.5 FEET NORTHWEST OF CENTER OF
 LW0673'DRIVEWAY, 38 FEET NORTH-NORTHWEST OF CENTER OF CULVERT AND 16 FEET
 LW0673'SOUTHWEST OF ROCK FENCE.
 LW0673'
 LW0673'DRILL HOLE, A 1-INCH DRILL HOLE IN A LARGE BEDROCK FORMATION THAT
 LW0673'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 159.0 FEET
 LW0673'NORTHEAST OF NORTH BOUND LANE OF U.S. HIGHWWAY 1, 87.5 FEET
 LW0673'NORTHEAST OF CENTER OF ROCK FENCE AND 538.0 FEET NORTHWEST OF THE
 LW0673'CENTER OF AN OLD WOODEN OBSERVATION TOWER.
 LW0673'
 LW0673'AZ MK, STAMPED MC SPARRAN 4 1968, IS SET FLUSH IN A ROUND CONCRETE
 LW0673'POST.  IT IS 190 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE
 LW0673'ON EAST SIDE OF U.S. HIGHWAY 1, 37 FEET NORTHEAST OF ROCK FENCE,
 LW0673'28 FEET SOUTH-SOUTHWEST OF CENTER OF SOUTH BOUND LANE OF U.S.
 LW0673'HIGHWAY 1, 2 FEET SOUTHEAST OF POWER POLE 1863 AND 1.8 FEET NORTH
 LW0673'OF METAL WITNESS POST.
 LW0673'
 LW0673'TO REACH THE AZ MK FROM STATION, GO NORTHERLY ON U.S. HIGHWAY 1
 LW0673'FOR 0.3 MILE TO MARK ON LEFT AS DESCRIBED.
 LW0673'
 LW0673'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW0673
 LW0673                          STATION RECOVERY (1969)
 LW0673
 LW0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LW0673'STATION IS LOCATED ABOUT 7.5 MILES WEST OF NEWPORT, 3.5 MILES
 LW0673'NORTHEAST OF KINGSTON, AND 5 MILES SOUTH OF WICKFORD, ON THE
 LW0673'RIGHT-OF-WAY OF U.S. HIGHWAY 1.
 LW0673'
 LW0673'TO REACH THE STATION FROM WICKFORD JUNCTION (2 MILES WEST OF
 LW0673'WICKFORD AND THE JUNCTION OF ROUTES 2, 202, AND 4 AT TRAFFIC
 LW0673'CIRCLE), GO SOUTH ON HIGHWAY 4 FOR 3.5 MILES TO MERGE WITH U.S.
 LW0673'HIGHWAY 1, CONTINUE SOUTH ON HIGHWAY 1 FOR 2.7 MILES,
 LW0673'(OVER-PASSING NEW ROUTE 138 AT 0.6 MILE), TO THE AZIMUTH MARK ON
 LW0673'THE RIGHT, CONTINUE SOUTH FOR 0.3 MILE TO THE TELEPHONE BUILDING
 LW0673'ON THE RIGHT AND THE STATION ON THE LEFT.  (THIS IS 0.25 MILE
 LW0673'NORTH OF TRAFFIC LIGHT AT MOORESFIELD-BRIDGETOWN ROAD, WHICH WAS
 LW0673'OLD HIGHWAY 138 UNTIL VERY RECENTLY).
 LW0673'
 LW0673'STATION MARK IS SET IN A DRILL HOLE IN BEDROCK THAT IS 2 INCHES
 LW0673'BELOW GROUND LEVEL, 186 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 LW0673'THE NEW ENGLAND TELEPHONE BUILDING, 58.5 FEET EAST OF THE CENTER
 LW0673'OF THE NORTHBOUND TRAFFIC LANE OF HIGHWAY 1, 29 FEET SOUTH OF THE
 LW0673'CENTER OF A DRIVEWAY AND 13 FEET WEST OF A STONE FENCE.  DISK IS
 LW0673'STAMPED MC SPARRAN 4 1968.
 LW0673'
 LW0673'RM 4, STAMPED MC SPARRAN 4 NO 4 1968 IS SET IN A DRILL HOLE IN A
 LW0673'2 BY 4 FOOT EXPOSURE OF BEDROCK THAT PROJECTS 3 INCHES.  IT IS
 LW0673'97.5 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 61 FEET EAST OF THE
 LW0673'CENTER OF THE NORTHBOUND LANE OF THE HIGHWAY AND 9.5 FEET WEST OF
 LW0673'THE STONE FENCE.
 LW0673'
 LW0673'RM 5, STAMPED MC SPARRAN 4 NO 5 1968, IS SET IN A DRILL HOLE IN A
 LW0673'1 BY 3 FOOT EXPOSURE OF BEDROCK THAT PROJECTS 2 INCHES, IS 55 FEET
 LW0673'EAST OF THE CENTER OF THE NORTHBOUND LANE OF THE HIGHWAY AND 44.5
 LW0673'FEET NORTH OF THE CENTER OF THE DRIVEWAY.  IT IS 38 FEET NORTH OF
 LW0673'THE CENTER OF A CULVERT AND 16 FEET WEST OF THE STONE FENCE.
 LW0673'
 LW0673'MC SPARRAN 3 IS A STANDARD TRIANGULATION DISK STAMPED MC SPARRAN 3
 LW0673'1892 1969, SET IN A LARGE FLAT AREA OF BEDROCK THAT IS FLUSH.
 LW0673'(FORMERLY COVERED BY THIN SOD, IT IS NOW CLEARED FOR SEVERAL
 LW0673'FEET.) IT IS 538 FEET NORTH OF THE CENTER OF AN OLD WOODEN
 LW0673'OBSERVATION TOWER, 159 FEET EAST OF THE CENTER OF THE NORTHBOUND
 LW0673'LANE OF THE HIGHWAY, AND 88 FEET EAST OF THE CENTER OF THE STONE
 LW0673'FENCE THAT PARALLELS THE ROAD.
 LW0673'
 LW0673'AZIMUTH MARK IS STAMPED MC SPARRAN 4 1968, AND IS SET IN THE TOP
 LW0673'OF A CONCRETE CYLINDER THAT IS FLUSH.  IT IS 190 FEET SOUTHWEST OF
 LW0673'THE SOUTHWEST CORNER OF A HOUSE EAST OF THE HIGHWAY, 37 FEET EAST
 LW0673'OF A STONE FENCE, 28 FEET WEST OF THE CENTER OF THE SOUTHBOUND
 LW0673'LANE, 2 FEET SOUTH OF POWER POLE NO. 1863 AND 1.8 FEET NORTH OF A
 LW0673'METAL WITNESS POST.  TO REACH FROM THE STATION MARK, GO NORTH ON
 LW0673'U.S. 1 FOR 0.3 MILE TO THE MARK ON THE LEFT, ACROSS THE SOUTHBOUND
 LW0673'LANE.
 LW0673'
 LW0673'(NOTE--A 10-FOOT SIGNAL WILL BE NEEDED FROM THE GROUND AT STATION).
 LW0673'
 LW0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3.5 MILES
 LW0673'NORTHEAST OF KINGSTON.
 LW0673
 LW0673                          STATION RECOVERY (1969)
 LW0673
 LW0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0673'5.8 MI NE FROM WAKEFIELD.
 LW0673'5.75 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0673'POND STREET AT WAKEFIELD, SET IN THE TOP OF BEDROCK WHICH IS
 LW0673'ABOUT 2 INCHES BELOW THE LEVEL OF THE GROUND, 186 FEET NORTHEAST
 LW0673'OF AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF THE NEW
 LW0673'ENGLAND TELEPHONE COMPANY BRICK BUILDING, 173 FEET SOUTHEAST OF AND
 LW0673'ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF THE ABOVE BUILDING,
 LW0673'58 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY,
 LW0673'29 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY LEADING EAST, 27.5
 LW0673'FEET SOUTHEAST OF THE EAST END OF THE HEAD WALL FOR AN 18-INCH
 LW0673'PIPE CULVERT UNDER THE DRIVEWAY, 12 FEET WEST OF THE WEST FACE
 LW0673'OF A ROCK FENCE AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0673'NOTE-- THE STATION MAY BE REACHED BY GOING 5.05 MILES SOUTH ALONG
 LW0673'U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE HIGHWAY 102 AT WICKFORD.
 LW0673
 LW0673                          STATION RECOVERY (1977)
 LW0673
 LW0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LW0673'THE STATION MARK, REFERENCE MARKS 4 AND 5 WERE RECOVERED IN GOOD
 LW0673'CONDITION.  THE AZIMUTH MARK WAS ALSO RECOVERED IN GOOD CONDITION.
 LW0673'THE DISTANCE AND DIRECTIONS TO THE MARKS CHECKED WITH THE 1969 DATA.
 LW0673'
 LW0673'STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF NEWPORT, ABOUT 5
 LW0673'MILES SOUTH OF WICKFORD, ABOUT 3-1/2 MILES EAST-NORTHEAST OF
 LW0673'KINGSTON AND IS ON HIGHWAY-RIGHT-OF WAY.
 LW0673'
 LW0673'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 LW0673'HIGHWAY 138, ABOUT 3-1/2 MILE EAST-NORTHEAST OF KINGSTON.  GO
 LW0673'NORTH ON U.S. HIGHWAY 1 FOR 0.15 MILE TO THE NEW ENGLAND TELEPHONE
 LW0673'COMPANYS TOWER AND BUILDINGS ON LEFT AND THE STATION ON THE RIGHT,
 LW0673'EAST SIDE OF HIGHWAY.
 LW0673'
 LW0673'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCORPING
 LW0673'ROCK ABOUT 2 INCHES BELOW THE GROUND LEVEL AND IS STAMPED MC
 LW0673'SPARRAN 4 1968.  IT IS 186 FEET NORTH-NORTHEAST OF SOUTHEAST
 LW0673'CORNER OF TELEPHONE BUILDING, 58 FEET EAST OF CENTER OF NORTHBOUND
 LW0673'LANE OF U.S. HIGHWAY 1, 29 FEET SOUTHEAST OF CENTER OF DRIVEWAY,
 LW0673'13 FEET WEST OF A ROCK FENCE AND 10.9 FEET WEST OF WITNESS POST.
 LW0673'
 LW0673'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LW0673'OUTCROPPING ROCK AND IS STAMPED MC SPARRAN 4 NO 4 1968.  IT IS 97
 LW0673'FEET SOUTH OF CENTER OF DRIVEWAY, 61 FEET EAST OF CENTER OF
 LW0673'NORTHBOUND LANE OF U.S. HIGHWAY 1, 67.8 FEET SOUTH-SOUTHWEST OF
 LW0673'WITNESS POST AND 9.5 FEET WEST OF A ROCK FENCE.
 LW0673'
 LW0673'REFERENCE MARK 5 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LW0673'OUTCROPPING ROCK PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS
 LW0673'STAMPED MC SPARRAN 5 1968.  IT IS 76.8 FEET NORTH-NORTHWEST OF
 LW0673'WITNESS POST, 55 FEET NORTHEAST OF NORTHBOUND LANE OF U.S.
 LW0673'HIGHWAY 1, 44 FEET NORTH OF CENTER OF A DRIVEWAY AND 16 FEET WEST
 LW0673'OF ROCK FENCE.
 LW0673'
 LW0673'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 LW0673'CONCRETE MONUMENT FLUSH WITH GROUND AND IS STAMPED MC SPARRAN 4
 LW0673'1968.  IT IS 37 FEET NORTHEAST OF ROCK FENCE, 28 FEET
 LW0673'SOUTH-SOUTHWEST OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 1, 2 FEET
 LW0673'SOUTHEAST OF POWER POLE NO. 1863 AND 1.8 FEET NORTH OF WITNESS POST.
 LW0673'
 LW0673'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 LW0673'HIGHWAY 1 FOR 0.3 MILE TO THE AZIMUTH MARK ON LEFT, WEST SIDE OF
 LW0673'HIGHWAY.
 LW0673'
 LW0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3-1/2 MILE NE OF
 LW0673'KINGSTON.
 LW0673
 LW0673                          STATION RECOVERY (1989)
 LW0673
 LW0673'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW0673'RECOVERED IN GOOD CONDITION.
 LW0673
 LW0673                          STATION RECOVERY (2001)
 LW0673
 LW0673'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0673'RECOVERED IN GOOD CONDITION.
 LW0673
 LW0673                          STATION RECOVERY (2002)
 LW0673
 LW0673'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW0673'RECOVERED STATION, RM4 AND AZIMUTH
 LW0673
 LW0673                          STATION RECOVERY (2004)
 LW0673
 LW0673'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0673'RECOVERED IN GOOD CONDITION.
 LW0673
 LW0673                          STATION RECOVERY (2006)
 LW0673
 LW0673'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2179 ***********************************************************************
 LW2179  DESIGNATION -  MCCURRYS POINT
 LW2179  PID         -  LW2179
 LW2179  STATE/COUNTY-  RI/NEWPORT
 LW2179  USGS QUAD   -  TIVERTON (1975)
 LW2179
 LW2179                         *CURRENT SURVEY CONTROL
 LW2179  ___________________________________________________________________
 LW2179* NAD 83(1996)-  41 34 33.02013(N)    071 14 11.17393(W)     ADJUSTED  
 LW2179* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW2179  ___________________________________________________________________
 LW2179  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 LW2179  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW2179
 LW2179  HORZ ORDER  -  THIRD
 LW2179
 LW2179.The horizontal coordinates were established by classical geodetic methods
 LW2179.and adjusted by the National Geodetic Survey in August 1998..
 LW2179
 LW2179.The orthometric height was scaled from a topographic map.
 LW2179
 LW2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2179
 LW2179.The geoid height was determined by GEOID03.
 LW2179
 LW2179;                    North         East     Units Scale Factor Converg.
 LW2179;SPC RI       -    54,731.019   121,980.663   MT  0.99999969   +0 10 29.7
 LW2179;SPC RI       -   179,563.35    400,198.23   sFT  0.99999969   +0 10 29.7
 LW2179;UTM  19      - 4,605,099.261   313,552.950   MT  1.00002781   -1 29 04.4
 LW2179
 LW2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2179!SPC RI       -   1.00000424  x   0.99999969  =   1.00000393
 LW2179!UTM  19      -   1.00000424  x   1.00002781  =   1.00003205
 LW2179
 LW2179:                Primary Azimuth Mark                     Grid Az
 LW2179:SPC RI       -  ISLAND PARK MERRY GO ROUND               009 50 08.8
 LW2179:UTM  19      -  ISLAND PARK MERRY GO ROUND               011 29 42.9
 LW2179
 LW2179|---------------------------------------------------------------------|
 LW2179| PID    Reference Object                     Distance      Geod. Az  |
 LW2179|                                                           dddmmss.s |
 LW2179| LW2187 ISLAND PARK MERRY GO ROUND          APPROX. 5.4 KM 0100038.5 |
 LW2179| LW2298 BAPTIST CHURCH SPIRE                APPROX. 6.8 KM 0203617.0 |
 LW2179| LW2191 CHURCHS ESTATE YELLOW TOWER         APPROX. 5.1 KM 0250228.4 |
 LW2179| CB7876 MCCURRYS POINT RM                                  02850     |
 LW2179| LW2184 CHASE ESTATE GRAY TOWER             APPROX. 4.6 KM 0302546.8 |
 LW2179| LW2183 SCHLEGEL FARM WHITE SILO            APPROX. 3.9 KM 0533317.6 |
 LW2179| LW2180 WING 1843                           APPROX. 4.5 KM 0695544.9 |
 LW2179| LW2178 SLADE FARM FLAG                     APPROX. 2.5 KM 1033636.8 |
 LW2179| LW2193 ALMY FARM RED WATER TANK            APPROX. 3.2 KM 1373943.4 |
 LW2179| LW2176 WESTERNMOST THREE SHACKS W GAB      APPROX. 2.1 KM 1385815.9 |
 LW2179| LW2185 POWER                               APPROX. 3.8 KM 3525256.0 |
 LW2179| LW2207 SISSON FARM YELLOW SHED CUPOLA      APPROX. 6.4 KM 3582511.2 |
 LW2179|---------------------------------------------------------------------|
 LW2179
 LW2179                          SUPERSEDED SURVEY CONTROL
 LW2179
 LW2179  NAD 83(1996)-  41 34 33.01988(N)    071 14 11.17377(W) AD(       ) 3
 LW2179  NAD 83(1992)-  41 34 33.01836(N)    071 14 11.17311(W) AD(       ) 3
 LW2179  NAD 83(1992)-  41 34 33.01808(N)    071 14 11.17278(W) AD(       ) 3
 LW2179  NAD 83(1986)-  41 34 33.01843(N)    071 14 11.17115(W) AD(       ) 3
 LW2179  NAD 27      -  41 34 32.64800(N)    071 14 13.00000(W) AD(       ) 3
 LW2179
 LW2179.Superseded values are not recommended for survey control.
 LW2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2179.See file dsdata.txt to determine how the superseded data were derived.
 LW2179
 LW2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1355305099(NAD 83)
 LW2179
 LW2179  HISTORY     - Date     Condition        Report By
 LW2179  HISTORY     - 1917     MONUMENTED       CGS
 LW2179  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LW2179  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2179  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2179  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2179  HISTORY     - 1966     SEE DESCRIPTION  LOCSUR
 LW2179
 LW2179                          STATION DESCRIPTION
 LW2179
 LW2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (RPS)
 LW2179'STATION IS ON THE W SIDE OF THE SAKONNET RIVER, ABOUT 2 MILES S
 LW2179'OF PORTSMOUTH, 275 METERS BACK OF THE POINT OF THE SAND SPIT
 LW2179'KNOWN AS MC CURRYS POINT, AND 11 METERS (36 FEET) S OF A SMALL
 LW2179'COTTAGE.  THE STATION IS A STANDARD DISK WEDGED IN A DRILL
 LW2179'HOLE IN A BOULDER.  THE REFERENCE MARK IS A STANDARD DISK SET IN
 LW2179'CONCRETE IN THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.
 LW2179'IT IS 7.69 METERS (25.23 FEET) NE OF THE STATION, AND A MARKER OF
 LW2179'THE U.S. FISH COMMISSION IS 261.74 METERS (858.73 FEET) TO THE
 LW2179'EASTWARD.
 LW2179
 LW2179                          STATION RECOVERY (1932)
 LW2179
 LW2179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2179'THIS STATION WAS RECOVERED AS DESCRIBED.  THE REFERENCE MARK HAS
 LW2179'BEEN DESTROYED.  THE FISH COMMISSION MARKER WAS NOT RECOVERED.  THE
 LW2179'HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN TORN DOWN.
 LW2179
 LW2179                          STATION RECOVERY (1934)
 LW2179
 LW2179'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2179'STATION MARK RECOVERED AS DESCRIBED.  SMALL COTTAGE MENTIONED IS
 LW2179'GONE.  THE SW CORNER OF A RED-SHINGLED HOME IS DISTANT 382.45
 LW2179'FEET N BY W OF THE STATION.  THE REFERENCE MARKER COULD NOT BE
 LW2179'FOUND.  THIS STATION IS ON MC CURRYS FARM OWNED BY MR. C.C.
 LW2179'PIERCE.  MARK IS IN GOOD CONDITION.
 LW2179
 LW2179                          STATION RECOVERY (1935)
 LW2179
 LW2179'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2179'THE STATION IS IN EXCELLENT CONDITION AND MARKED AS
 LW2179'DESCRIBED EXCEPT THAT I SHOULD DESCRIBE IT AS A STANDARD DISK
 LW2179'SET IN MORTAR IN AN IRREGULAR-SHAPED OUTCROP OF ROCK SHOWING
 LW2179'ABOUT 4 BY 8 FEET AND ABOUT FLUSH WITH THE SURROUNDING GROUND.
 LW2179'
 LW2179'THE REFERENCE MARK NE OF THE STATION WAS NOT FOUND.  THE
 LW2179'FISH COMMISSION MARKER, AT THE DISTANCE GIVEN, WOULD BE BETWEEN
 LW2179'LOW AND HIGH WATER AND HAS PROBABLY BEEN WASHED OUT.  THE SMALL
 LW2179'COTTAGE IS GONE, BUT THE FOUNDATION WALLS REMAIN TO SHOW WHERE
 LW2179'IT FORMERLY STOOD.
 LW2179'
 LW2179'THE STATION IS AT THE FOOT OF A SIDE HILL PASTURE, ABOUT
 LW2179'160 YARDS E OF THE NE CORNER OF A STONE WALL WHICH
 LW2179'ENCLOSES A PLOWED FIELD AND ABOUT 125 YARDS SE OF A 1 1/2-STORY
 LW2179'COTTAGE SHEATHED WITH RED ASPHALT PAPER AND ROOFED WITH RED
 LW2179'ASPHALT SHINGLES.
 LW2179'
 LW2179'TO REACH THE STATION, DRIVE S ON E MAIN ROAD (STATE ROUTE
 LW2179'138) FROM THE PORTSMOUTH TOWN HALL TO A POINT ABOUT 1.2 MILES, AND
 LW2179'TURN E INTO A PRIVATE DRIVE CONTINUING PAST A FARMHOUSE AND BARN.
 LW2179
 LW2179                          STATION RECOVERY (1954)
 LW2179
 LW2179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2179'STATION MARK RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK COULD
 LW2179'NOT BE FOUND AND HAS PROBABLY BEEN DESTROYED.  THE PUBLISHED
 LW2179'DESCRIPTIN IS ADEQUATE AND COMPLETE WITH THE FOLLOWING ADDITION--
 LW2179'
 LW2179'STATION IS 101.0 FT. S OF THE CENTERLINE OF THE ASPHALT ROAD,
 LW2179'AND 37.0 FT. SE OF THE SW CORNER OF THE REMAINS OF THE FOUNDATION
 LW2179'OF A HOUSE.  STATION MARK IS UNSTAMPED.
 LW2179
 LW2179                          STATION RECOVERY (1966)
 LW2179
 LW2179'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 LW2179'POINT COULD NOT BE FOUND DUE TO POOR DESCRIPTION AND
 LW2179'RESIDENTIAL CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0601 ***********************************************************************
 LW0601  DESIGNATION -  MCFADDEN
 LW0601  PID         -  LW0601
 LW0601  STATE/COUNTY-  RI/NEWPORT
 LW0601  USGS QUAD   -  SAKONNET POINT (1970)
 LW0601
 LW0601                         *CURRENT SURVEY CONTROL
 LW0601  ___________________________________________________________________
 LW0601* NAD 83(1996)-  41 28 47.77615(N)    071 10 52.49402(W)     ADJUSTED  
 LW0601* NAVD 88     -        16.413  (meters)      53.85   (feet)  ADJUSTED  
 LW0601  ___________________________________________________________________
 LW0601  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LW0601  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW0601  DYNAMIC HT  -          16.407 (meters)      53.83  (feet)  COMP
 LW0601  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 LW0601
 LW0601  HORZ ORDER  -  THIRD
 LW0601  VERT ORDER  -  SECOND    CLASS 0
 LW0601
 LW0601.The horizontal coordinates were established by classical geodetic methods
 LW0601.and adjusted by the National Geodetic Survey in August 1998..
 LW0601
 LW0601.The orthometric height was determined by differential leveling
 LW0601.and adjusted by the National Geodetic Survey in June 1991..
 LW0601
 LW0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0601
 LW0601.The geoid height was determined by GEOID03.
 LW0601
 LW0601.The dynamic height is computed by dividing the NAVD 88
 LW0601.geopotential number by the normal gravity value computed on the
 LW0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0601.degrees latitude (g = 980.6199 gals.).
 LW0601
 LW0601.The modeled gravity was interpolated from observed gravity values.
 LW0601
 LW0601;                    North         East     Units Scale Factor Converg.
 LW0601;SPC RI       -    44,095.414   126,622.605   MT  1.00000247   +0 12 40.1
 LW0601;SPC RI       -   144,669.70    415,427.66   sFT  1.00000247   +0 12 40.1
 LW0601;SPC MA M     -   803,356.636   226,623.839   MT  1.00004307   +0 12 50.8
 LW0601;SPC MA M     - 2,635,679.23    743,515.05   sFT  1.00004307   +0 12 50.8
 LW0601;UTM  19      - 4,594,333.629   317,885.321   MT  1.00000817   -1 26 42.6
 LW0601
 LW0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0601!SPC RI       -   1.00000211  x   1.00000247  =   1.00000458
 LW0601!SPC MA M     -   1.00000211  x   1.00004307  =   1.00004518
 LW0601!UTM  19      -   1.00000211  x   1.00000817  =   1.00001028
 LW0601
 LW0601|---------------------------------------------------------------------|
 LW0601| PID    Reference Object                     Distance      Geod. Az  |
 LW0601|                                                           dddmmss.s |
 LW0601| CB7877 MCFADDEN RM 1                         8.445 METERS 20437     |
 LW0601| LW2798 SAKONNET LH                         APPROX. 3.5 KM 2104350.3 |
 LW0601| LW0602 MCFADDEN RM 2                         5.359 METERS 29525     |
 LW0601|---------------------------------------------------------------------|
 LW0601
 LW0601                          SUPERSEDED SURVEY CONTROL
 LW0601
 LW0601  NAD 83(1996)-  41 28 47.77618(N)    071 10 52.49361(W) AD(       ) 3
 LW0601  NAD 83(1992)-  41 28 47.77424(N)    071 10 52.49339(W) AD(       ) 3
 LW0601  NAD 83(1992)-  41 28 47.77414(N)    071 10 52.49308(W) AD(       ) 3
 LW0601  NAD 83(1986)-  41 28 47.77466(N)    071 10 52.49116(W) AD(       ) 3
 LW0601  NAD 27      -  41 28 47.40100(N)    071 10 54.32500(W) AD(       ) 3
 LW0601  NGVD 29 (??/??/92)   16.639  (m)           54.59   (f) ADJ UNCH    2 0
 LW0601
 LW0601.Superseded values are not recommended for survey control.
 LW0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0601.See file dsdata.txt to determine how the superseded data were derived.
 LW0601
 LW0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1788594334(NAD 83)
 LW0601_MARKER: DD = SURVEY DISK
 LW0601_SETTING: 66 = SET IN ROCK OUTCROP
 LW0601_SP_SET: ROCK OUTCROP
 LW0601_STAMPING: R I 1943
 LW0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0601+STABILITY: POSITION/ELEVATION WELL
 LW0601
 LW0601  HISTORY     - Date     Condition        Report By
 LW0601  HISTORY     - 1940     MONUMENTED       USE
 LW0601  HISTORY     - 1943     GOOD             NGS
 LW0601  HISTORY     - 1963     MARK NOT FOUND   CGS
 LW0601  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0601
 LW0601                          STATION DESCRIPTION
 LW0601
 LW0601'DESCRIBED BY US ENGINEERS 1940 (PLB)
 LW0601'THE STATION IS AT FT. CHURCH, ON TOP OF THE SMALL HILL KNOWN
 LW0601'LOCALLY AS SUNSET HILL.  IT IS ABOUT 1.6 MI. NE OF SAKONNET
 LW0601'POINT, ON THE E SIDE OF THE SAKONNET RIVER, AND ABOUT 200 YDS. W
 LW0601'OF THE HIGHWAY.  THE MARK IS A STANDARD U.S.C. AND G.S. AND STATE
 LW0601'SURVEY ELEVATION DISK, WHICH IS LEADED INTO A DRILL HOLE IN THE
 LW0601'ROCK ON TOP OF THE HILL, AND IS STAMPED R I 1934.
 LW0601'
 LW0601'TO REACH THE STATION FROM THE CORNER AT THE E END OF THE STONE
 LW0601'BRIDGE ACROSS THE SAKONNET RIVER, DRIVE S TOWARD SAKONNET POINT
 LW0601'FOR 11.0 MI. TO FT. CHURCH.
 LW0601'
 LW0601'REFERENCE MARK 1 IS 27.70 FT. (8.445 M.) S-SW OF THE STATION, AND
 LW0601'ABOUT 1 FT. LOWER.  THE MARK IS STAMPED MC FADDEN USE NO 1 1940.
 LW0601'
 LW0601'REFERENCE MARK 2 IS 17.58 FT. (5.359 M.) W-NW OF THE STATION, AND
 LW0601'ABOUT 3 FT. LOWER.  THE MARK IS STAMPED MC FADDEN USE NO 2 1940.
 LW0601'
 LW0601'DISTANCES TO BOTH REFERENCE MARKS ARE HORIZONTAL DISTANCES.
 LW0601'
 LW0601'THE AZIMUTH MARK IS THE FINIAL ON THE TOP OF THE SAKONNET POINT
 LW0601'LIGHTHOUSE WHICH IS ABOUT 1.8 MI. S-SW OF THE STATION.
 LW0601'
 LW0601'A 4-FT. STAND WILL SEE A 4-FT. STAND AT STATION RICH (U.S.E.), A
 LW0601'30-FT. TOWER AT STATION WARREN, A 4-FT. STAND AT STATION SAKONNET,
 LW0601'AND A 4-FT. STAND AT STATION SACHUEST (U.S.E.).
 LW0601'
 LW0601'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 LW0601
 LW0601                          STATION RECOVERY (1943)
 LW0601
 LW0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0601'AT FORT CHURCH.
 LW0601'AT FORT CHURCH, AT THE SUMMIT OF A SMALL HILL LOCALLY KNOWN AS
 LW0601'SUNSET HILL, 200 YARDS WEST OF THE HIGHWAY, AND IN THE TOP OF A
 LW0601'ROCK 1.6 MILES NORTHEAST OF SAKONNET POINT, AND ON THE EAST SIDE
 LW0601'OF THE SAKONNET RIVER AT FORT CHURCH.  ON TOP OF A SMALL HILL
 LW0601'KNOWN AS SUNSET HILL.  200 YARD WEST OF CENTERLINE OF HIGHWAY.
 LW0601'50 YARDS NORTHEAST OF NO. 2 GUN EMPLACEMENT.  SET IN THE TOP OF
 LW0601'A ROCK OUTCROP.
 LW0601
 LW0601                          STATION RECOVERY (1963)
 LW0601
 LW0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CHO)
 LW0601'STATION AND REFERENCES WERE NOT RECOVERED AFTER AN HOUR SEARCH.
 LW0601'FORT CHURCH IS ABANDONED AND THERE IS A WEATHER-BEATEN FIRE
 LW0601'CONTROL STATION ATOP THE FORT RUINS.
 LW0601'
 LW0601'HUBS A, B. C. AND D WERE ALSO NOT RECOVERED.
 LW0601
 LW0601                          STATION RECOVERY (1969)
 LW0601
 LW0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0602 ***********************************************************************
 LW0602  DESIGNATION -  MCFADDEN RM 2
 LW0602  PID         -  LW0602
 LW0602  STATE/COUNTY-  RI/NEWPORT
 LW0602  USGS QUAD   -  SAKONNET POINT (1970)
 LW0602
 LW0602                         *CURRENT SURVEY CONTROL
 LW0602  ___________________________________________________________________
 LW0602* NAD 83(1986)-  41 28 48.     (N)    071 10 53.     (W)     SCALED    
 LW0602* NAVD 88     -        15.578  (meters)      51.11   (feet)  ADJUSTED  
 LW0602  ___________________________________________________________________
 LW0602  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW0602  DYNAMIC HT  -          15.573 (meters)      51.09  (feet)  COMP
 LW0602  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 LW0602
 LW0602  VERT ORDER  -  SECOND    CLASS 0
 LW0602
 LW0602.The horizontal coordinates were scaled from a topographic map and have
 LW0602.an estimated accuracy of +/- 6 seconds.
 LW0602
 LW0602.The orthometric height was determined by differential leveling
 LW0602.and adjusted by the National Geodetic Survey in June 1991..
 LW0602
 LW0602.The geoid height was determined by GEOID03.
 LW0602
 LW0602.The dynamic height is computed by dividing the NAVD 88
 LW0602.geopotential number by the normal gravity value computed on the
 LW0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0602.degrees latitude (g = 980.6199 gals.).
 LW0602
 LW0602.The modeled gravity was interpolated from observed gravity values.
 LW0602
 LW0602;                    North         East    Units  Estimated Accuracy
 LW0602;SPC RI       -    44,100.      126,610.      MT  (+/- 180 meters Scaled)
 LW0602
 LW0602                          SUPERSEDED SURVEY CONTROL
 LW0602
 LW0602  NGVD 29 (??/??/92)   15.804  (m)           51.85   (f) ADJ UNCH    2 0
 LW0602
 LW0602.Superseded values are not recommended for survey control.
 LW0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0602.See file dsdata.txt to determine how the superseded data were derived.
 LW0602
 LW0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF178943(NAD 83)
 LW0602_MARKER: DR = REFERENCE MARK DISK
 LW0602_SETTING: 66 = SET IN ROCK OUTCROP
 LW0602_SP_SET: ROCK OUTCROP
 LW0602_STAMPING: MC FADDEN USE NO 2 1940
 LW0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0602+STABILITY: POSITION/ELEVATION WELL
 LW0602
 LW0602  HISTORY     - Date     Condition        Report By
 LW0602  HISTORY     - 1940     MONUMENTED       CGS
 LW0602  HISTORY     - 1943     GOOD             NGS
 LW0602  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0602
 LW0602                          STATION DESCRIPTION
 LW0602
 LW0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0602'AT FORT CHURCH.
 LW0602'17.58 FEET NORTH-NORTHWEST OF TRIANGULATION STATION MC FADDEN
 LW0602'(USE) DESCRIBED ABOVE, 200 YARDS WEST OF THE HIGHWAY, AND IN THE
 LW0602'TOP OF A ROCK OUTCROP.  1.6 MILES NORTHEAST OF SAKONNET RIVER
 LW0602'ON THE EASTSIDE OF THE SAKONNET RIVER, AT FORT CHURCH.  ON TOP
 LW0602'OF A SMALL HILL KNOWN AS SUNSET HILL 200 YARDS WEST OF CENTERLINE
 LW0602'OF HIGHWAY.  50 YARDS NORTHEAST OF GUN NO. 2 EMPLACEMENT.  17.6
 LW0602'FEET NORTH NORTHWEST FROM MC FADDEN STATION AND SET IN THE TOP
 LW0602'OF A ROCK OUTCROP.
 LW0602
 LW0602                          STATION RECOVERY (1969)
 LW0602
 LW0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0675 ***********************************************************************
 LW0675  DESIGNATION -  MCSPARRAN 3 RESET
 LW0675  PID         -  LW0675
 LW0675  STATE/COUNTY-  RI/WASHINGTON
 LW0675  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0675
 LW0675                         *CURRENT SURVEY CONTROL
 LW0675  ___________________________________________________________________
 LW0675* NAD 83(1996)-  41 29 47.67254(N)    071 27 22.74329(W)     ADJUSTED  
 LW0675* NAVD 88     -        71.857  (meters)     235.75   (feet)  ADJUSTED  
 LW0675  ___________________________________________________________________
 LW0675  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 LW0675  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW0675  DYNAMIC HT  -          71.833 (meters)     235.67  (feet)  COMP
 LW0675  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LW0675
 LW0675  HORZ ORDER  -  FIRST
 LW0675  VERT ORDER  -  SECOND    CLASS 0
 LW0675
 LW0675.The horizontal coordinates were established by classical geodetic methods
 LW0675.and adjusted by the National Geodetic Survey in August 1998..
 LW0675
 LW0675.The orthometric height was determined by differential leveling
 LW0675.and adjusted by the National Geodetic Survey in June 1991..
 LW0675
 LW0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0675
 LW0675.The geoid height was determined by GEOID03.
 LW0675
 LW0675.The dynamic height is computed by dividing the NAVD 88
 LW0675.geopotential number by the normal gravity value computed on the
 LW0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0675.degrees latitude (g = 980.6199 gals.).
 LW0675
 LW0675.The modeled gravity was interpolated from observed gravity values.
 LW0675
 LW0675;                    North         East     Units Scale Factor Converg.
 LW0675;SPC RI       -    45,895.133   103,647.484   MT  0.99999391   +0 01 44.2
 LW0675;SPC RI       -   150,574.28    340,050.12   sFT  0.99999391   +0 01 44.2
 LW0675;UTM  19      - 4,596,796.963   294,970.353   MT  1.00011735   -1 37 41.0
 LW0675
 LW0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0675!SPC RI       -   0.99999346  x   0.99999391  =   0.99998737
 LW0675!UTM  19      -   0.99999346  x   1.00011735  =   1.00011081
 LW0675
 LW0675|---------------------------------------------------------------------|
 LW0675| PID    Reference Object                     Distance      Geod. Az  |
 LW0675|                                                           dddmmss.s |
 LW0675| LW0676 MCSPARRAN 3 RM 1                     53.843 METERS 03102     |
 LW0675| LW2860 NEWPORT ST GEORGES TOWER            APPROX.15.3 KM 0920352.0 |
 LW0675| CB7879 MCSPARRAN 3 RM 2                                   1301628.9 |
 LW0675| LW2982 BEAVERTAIL LIGHTHOUSE               APPROX. 7.1 KM 1374721.0 |
 LW0675| CB7878 MCSPARRAN 3 RM                       17.526 METERS 23553     |
 LW0675| CB7880 MCSPARRAN 3 RM 3                     42.520 METERS 25244     |
 LW0675| LW3031 KINGSTON UNIV OF RI TANK            APPROX. 5.9 KM 2602909.2 |
 LW0675| LW0673 MC SPARRAN 4                         71.728 METERS 31733     |
 LW0675| LW2553 SPENCER 2                           APPROX.20.4 KM 3502956.5 |
 LW0675|---------------------------------------------------------------------|
 LW0675
 LW0675                          SUPERSEDED SURVEY CONTROL
 LW0675
 LW0675  NAD 83(1996)-  41 29 47.67181(N)    071 27 22.74249(W) AD(       ) 1
 LW0675  NAD 83(1992)-  41 29 47.67105(N)    071 27 22.74258(W) AD(       ) 1
 LW0675  NAD 83(1992)-  41 29 47.67038(N)    071 27 22.74248(W) AD(       ) 1
 LW0675  NAD 83(1986)-  41 29 47.67045(N)    071 27 22.74053(W) AD(       ) 1
 LW0675  NAD 27      -  41 29 47.30236(N)    071 27 24.53778(W) AD(       ) 1
 LW0675  NGVD 29 (??/??/92)   72.132  (m)          236.65   (f) ADJ UNCH    2 0
 LW0675
 LW0675.Superseded values are not recommended for survey control.
 LW0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0675.See file dsdata.txt to determine how the superseded data were derived.
 LW0675
 LW0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9497096797(NAD 83)
 LW0675_MARKER: DS = TRIANGULATION STATION DISK
 LW0675_SETTING: 66 = SET IN ROCK OUTCROP
 LW0675_SP_SET: BEDROCK
 LW0675_STAMPING: MC SPARRAN 3 1892 1969
 LW0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0675+STABILITY: POSITION/ELEVATION WELL
 LW0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0675+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW0675
 LW0675  HISTORY     - Date     Condition        Report By
 LW0675  HISTORY     - 1969     MONUMENTED       CGS
 LW0675  HISTORY     - 1912     GOOD             CGS
 LW0675  HISTORY     - 1931     GOOD             CGS
 LW0675  HISTORY     - 1932     GOOD             CGS
 LW0675  HISTORY     - 1935     GOOD             RIGS
 LW0675  HISTORY     - 1940     GOOD             CGS
 LW0675  HISTORY     - 1969     GOOD             CGS
 LW0675  HISTORY     - 20010102 GOOD             USPSQD
 LW0675  HISTORY     - 20020308 GOOD             USPSQD
 LW0675  HISTORY     - 20060630 GOOD             USPSQD
 LW0675
 LW0675                          STATION DESCRIPTION
 LW0675
 LW0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0675'5.8 MI NE FROM WAKEFIELD.
 LW0675'5.75 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0675'POND STREET AT WAKEFIELD, 0.15 MILE NORTH OF THE JUNCTION OF STATE
 LW0675'HIGHWAY 138 LEADING WEST AND OLD HIGHWAY LEADING EAST, IN AN
 LW0675'OPEN FIELD, ABOUT 0.1 MILE NORTH OF A 40-FOOT HIGH WOODEN OBSERVATION
 LW0675'TOWER, SET IN THE TOP OF A SMALL MASS OF BEDROCK WHICH IS FLUSH
 LW0675'WITH THE GROUND, 173 FEET SOUTHEAST OF AND ACROSS A ROCK FENCE
 LW0675'FROM MC SPARRAN 4 RM 4 DESCRIBED, 160 FEET EAST OF THE CENTER
 LW0675'LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 87 FEET EAST OF THE
 LW0675'EAST FACE OF A 2 FOOT HIGH STONE FENCE AND ABOUT 2 FEET ABOVE
 LW0675'THE LEVEL OF THE HIGHWAY.
 LW0675
 LW0675                          STATION RECOVERY (1912)
 LW0675
 LW0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1912
 LW0675'STATION IS ON THE SUMMIT OF MC SPARRAN HILL, ON A ROCK LEDGE NEAR
 LW0675'THE CENTER OF A LARGE FIELD WHICH IS ENCLOSED BY STONE WALLS AND
 LW0675'BELONGS TO EDWARD NICHOLS.  THE ROAD TO WICKFORD PASSES ALONG THE
 LW0675'W SIDE OF THE FIELD AT A DISTANCE OF 54 METERS (177 FEET) FROM THE
 LW0675'STATION, AND THE N AND E WALLS ARE DISTANT, RESPECTIVELY, 42
 LW0675'METERS (139 FEET) AND 41 METERS (136 FEET). THE STATION IS ABOUT 4
 LW0675'MILES NE OF WAKEFIELD, 3/4 MILE N BY W OF BRIDGETOWN, 3/8 MILE W
 LW0675'OF THE PATTASQUAMSCOTT RIVER, AND 1 7/8 MILES W OF THE WESTERN
 LW0675'PASSAGE OF NARRAGANSETT BAY.  IT IS MARKED BY A STANDARD BRASS
 LW0675'DISK SET IN THE ROCK.  A STANDARD REFERENCE DISK IS ALSO SET IN
 LW0675'THE LEDGE AT A DISTANCE OF 17.55 METERS (57.58 FEET) TO THE WSW OF
 LW0675'THE STATION.  TWO EARLIER STATIONS IN THIS VICINITY, MC SPARRAN,
 LW0675'AND MC SPARRAN 2, ARE NOW LOST, THEIR MARKS HAVING DISAPPEARED.
 LW0675
 LW0675                          STATION RECOVERY (1931)
 LW0675
 LW0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (FLG)
 LW0675'STATION MARK AND REFERENCE MARKS FOUND AS DESCRIBED AND MARKED.
 LW0675'ON MAIN HIGHWAY 112, 4 MILES NE OF WAKEFIELD, RHODE ISLAND, JUST
 LW0675'ACROSS HIGHWAY FROM MARSHALLS ROAD HOUSE.
 LW0675
 LW0675                          STATION RECOVERY (1932)
 LW0675
 LW0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW0675'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE OLD REFERENCE MARK
 LW0675'WAS FOUND WITH THE TOP BROKEN OFF, THE DISTANCE WAS CHECKED TO THE
 LW0675'CENTER OF THE SHANK OF THE MARK.
 LW0675'
 LW0675'THREE NEW REFERENCE MARKS WERE ESTABLISHED, STANDARD BRONZE DISKS
 LW0675'SET IN OUTCROPPING BEDROCK, AS DESCRIBED IN.
 LW0675'
 LW0675'REFERENCE MARK NO. 1 IS N BY W OF THE STATION IN OUTCROPPING ROCK
 LW0675'FLUSH WITH GROUND AND UNDER THE NW WALL OF FIELD, 3.3 METERS W OF
 LW0675'SMALL CEDAR TREE.
 LW0675'
 LW0675'REFERENCE MARK NO. 2 IS ESE OF STATION IN THE TOP OF LARGE FLAT
 LW0675'ROCK ON EDGE OF BLUFF FACING THE PATTAQUAMSCOTT RIVER, 30 METERS
 LW0675'(98 FEET) E OF ROCK FENCE, 36 METERS (118 FEET) S OF WIRE FENCE,
 LW0675'AND 27 METERS (89 FEET) E OF THE HANNAH ROBINSON ROCK.
 LW0675'
 LW0675'REFERENCE MARK NO. 3 IS WSW OF STATION IN THE TOP OF OUTCROPPING
 LW0675'ROCK FLUSH WITH GROUND.  18.7 METERS (61 FEET) ENE OF CENTER LINE
 LW0675'OF U.S. HIGHWAY 1, 8.8 METERS (29 FEET) ENE OF ROCK FENCE ON E
 LW0675'SIDE OF HIGHWAY.  THE SHANK OF THE OLD REFERENCE MARK WAS FOUND
 LW0675'STILL WEDGED IN THE ROCK AS DESCRIBED.
 LW0675
 LW0675                          STATION RECOVERY (1935)
 LW0675
 LW0675'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW0675'THE STATION WAS FOUND IN EXCELLENT CONDITION AND STAMPED MC
 LW0675'SPARRAN 3, 1892-1932.  THE REFERENCE DISK MENTIONED IN THE
 LW0675'DESCRIPTION IS GONE, BUT ITS SHANK REMAINS IN THE LEDGE.
 LW0675'
 LW0675'THE DESCRIPTION COULD BE SUPPLEMENTED WITH THE FOLLOWING ADDITIONS--
 LW0675'
 LW0675'ABOUT 1/4 MILE S OF THE TOWN LINE BETWEEN S KINGSTOWN AND N KINGSTOWN.
 LW0675'
 LW0675'ABOUT 1/8 MILE N OF A CROSS ROAD KNOWN AS THE MOORESFIELD ROAD.
 LW0675'
 LW0675'ABOUT 70 YARDS E OF THE CENTER LINE OF THE CONCRETE PAVEMENT OF
 LW0675'THE TOWER HILL ROAD (R.I. ROUTE 1B).
 LW0675'
 LW0675'ABOUT 100 YARDS NNW OF A LARGE BOULDER WHICH IS ENTIRELY OUT OUT
 LW0675'OF THE GROUND AND ABOUT 8 FEET HIGH.  IN THE TOP OF THE BOULDER,
 LW0675'THERE IS A DRILL HOLE.
 LW0675'
 LW0675'THE LAND FORMERLY OF EDWARD NICHOLS NOW BELONGS TO THE HEIRS OF
 LW0675'HERBERT WELLS.
 LW0675
 LW0675                          STATION RECOVERY (1940)
 LW0675
 LW0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0675'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 LW0675'A COMPLETE DESCRIPTION FOLLOWS--
 LW0675'
 LW0675'STATION IS LOCATED ON THE WEST SIDE OF NARRAGANSETT BAY, ON THE
 LW0675'HIGH BLUFF WEST OF THE PATTAQUAMSCOTT RIVER, IN A RECTANGULAR
 LW0675'GRAZING FIELD THAT IS JUST NORTH OF THE NE CORNER OF THE
 LW0675'INTERSECTION OF STATE HIGHWAY NO. 138 AND U.S. HIGHWAY ALTERNATE
 LW0675'NO. 1.  THE FIELD IS BOUNDED ALL AROUND BY A STONE FENCE. STATION
 LW0675'IS ABOUT 150 YARDS N X W OF A 50-FOOT WOODEN OBSERVATION TOWER,
 LW0675'THAT STANDS NEAR THE NE CORNER OF THE HIGHWAY INTERSECTION, ABOUT
 LW0675'200 FEET ENE OF THE CENTER LINE OF ALTERNATE U.S. 1, AND ABOUT 190
 LW0675'FEET SOUTH OF THE NORTH CORNER OF THE FIELD.
 LW0675'
 LW0675'STATION IS STAMPED MC SPARRAN 3 1892 1932.
 LW0675'
 LW0675'REFERENCE MARK NO. 1, IS UNDER NW WALL ABOUT 20 FEET SW OF N
 LW0675'CORNER OF THE FIELD AND IS STAMPED MC SPARRAN NO 1 1932.
 LW0675'REFERENCE MARK NO. 2, IS ESE OF STATION OUTSIDE OF THE FIELD IN
 LW0675'THE TOP OF A LARGE FLAT ROCK ON THE EDGE OF THE BLUFF OVERLOOKING
 LW0675'THE PATTAQUAMSCOTT RIVER, AND IS STAMPED MC SPARRAN 3 NO 2 1932.
 LW0675'REFERENCE MARK NO. 3, IS WSW OF STATION ABOUT 30 FEET ENE OF SW
 LW0675'STONE FENCE.  THE SHANK OF THE REFERENCE MARK OF 1892 IS ALSO WSW
 LW0675'OF STATION, SET IN DRILL HOLE IN ROCK OUTCROP.
 LW0675'
 LW0675'A 37-FOOT STEEL TOWER WAS USED.
 LW0675
 LW0675                          STATION RECOVERY (1969)
 LW0675
 LW0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LW0675'STATION IS LOCATED ABOUT 7.5 MILES WEST OF NEWPORT, 3.5 MILES
 LW0675'EAST-NORTHEAST OF KINGSTON, 5 MILES SOUTH OF WICKFORD IN A LARGE
 LW0675'FIELD INCLOSED BY STONE FENCES AND NOW GROWING MANY SMALL CEDARS.
 LW0675'IT IS 0.25 MILES NORTH ALONG U.S. HIGHWAY 1 FROM A TRAFFIC LIGHT
 LW0675'AT THE JUNCTION OF HIGHWAY 1 AND THE MOORESFIELD-BRIDGETON ROAD,
 LW0675'WHICH WAS FORMERLY HIGHWAY 138. (138 NOW PASSES BENEATH U.S.
 LW0675'HIGHWAY 1, 3 MILES NORTH OF THIS JUNCTION).
 LW0675'
 LW0675'TO REACH THE STATION FROM WICKFORD JUNCTION, WHICH IS A TRAFFIC
 LW0675'CIRCLE 2 MILES WEST OF WICKFORD, AND IS THE JUNCTION OF HIGHWAYS
 LW0675'2, 202, AND 4, GO SOUTH ON HIGHWAY 4 FOR 3.5 MILES TO MERGE WITH
 LW0675'U.S. HIGHWAY 1, CONTINUE SOUTH ON HIGHWAY 1 FOR 3.0 MILES TO THE
 LW0675'STATION ON THE LEFT, ACROSS THE HIGHWAY FROM THE NEW ENGLAND
 LW0675'TELEPHONE BUILDING.
 LW0675'
 LW0675'THE STATION MARK IS A STANDARD DISK STAMPED MC SPARRAN 3
 LW0675'1892-1969, SET IN A DRILL HOLE IN MASSIVE BEDROCK THAT IS FLUSH.
 LW0675'IT IS 159 FEET NORTHEAST OF THE CENTER OF THE NORTHBOUND LANE OF
 LW0675'U.S. HIGHWAY 1, 88 FEET NORTHEAST OF THE CENTER OF A STONE FENCE
 LW0675'THAT PARALLELS THE HIGHWAY AND 538 FEET NORTH OF THE CENTER OF AN
 LW0675'OLD WOODEN OBSERVATION TOWER.
 LW0675'
 LW0675'RM 1 IS A STANDARD DISK STAMPED MC SPARRAN 3 1932 NO 1, SET IN A
 LW0675'DRILL HOLE IN A FLAT-TOPPED BOULDER THAT IS FLUSH, 13 FEET WEST OF
 LW0675'A STONE FENCE RUNNING SOUTH, 9 FEET WEST OF A STONE FENCE RUNNING
 LW0675'NORTH, (FROM AN EAST-WEST WALL), AND 0.5 FOOT SOUTH OF THE
 LW0675'EAST-WEST STONE FENCE, IN THE NORTHEAST CORNER OF THE FIELD.
 LW0675'
 LW0675'MC SPARRAN 4 IS A STANDARD DISK STAMPED MC SPARRAN 4 1968, SET IN
 LW0675'A DRILL HOLE IN BEDROCK 2 INCHES BELOW GROUND LEVEL.  IT IS 186
 LW0675'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE NEW ENGLAND
 LW0675'TELEPHONE BUILDING, 58.5 FEET NORTHEAST OF THE CENTER OF THE
 LW0675'NORTH-BOUND LANE OF U.S. HIGHWAY 1, 29 FEET SOUTHEAST OF THE
 LW0675'CENTER OF A DRIVEWAY AND 13 FEET SOUTH OF A STONE FENCE, ON THE
 LW0675'RIGHT-OF-WAY OF THE HIGHWAY.
 LW0675'
 LW0675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3.5 MILES
 LW0675'EAST-NORTHEAST OF KINGSTON.
 LW0675
 LW0675                          STATION RECOVERY (2001)
 LW0675
 LW0675'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0675'RECOVERED IN GOOD CONDITION.
 LW0675
 LW0675                          STATION RECOVERY (2002)
 LW0675
 LW0675'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW0675'RECOVERED STATION AND MCSPARRAN 4 OF 1969 RECOVERY
 LW0675
 LW0675                          STATION RECOVERY (2006)
 LW0675
 LW0675'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0676 ***********************************************************************
 LW0676  DESIGNATION -  MCSPARRAN 3 RM 1
 LW0676  PID         -  LW0676
 LW0676  STATE/COUNTY-  RI/WASHINGTON
 LW0676  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0676
 LW0676                         *CURRENT SURVEY CONTROL
 LW0676  ___________________________________________________________________
 LW0676* NAD 83(1986)-  41 29 47.     (N)    071 27 22.     (W)     SCALED    
 LW0676* NAVD 88     -        70.067  (meters)     229.88   (feet)  ADJUSTED  
 LW0676  ___________________________________________________________________
 LW0676  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW0676  DYNAMIC HT  -          70.043 (meters)     229.80  (feet)  COMP
 LW0676  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LW0676
 LW0676  VERT ORDER  -  SECOND    CLASS 0
 LW0676
 LW0676.The horizontal coordinates were scaled from a topographic map and have
 LW0676.an estimated accuracy of +/- 6 seconds.
 LW0676
 LW0676.The orthometric height was determined by differential leveling
 LW0676.and adjusted by the National Geodetic Survey in June 1991..
 LW0676
 LW0676.The geoid height was determined by GEOID03.
 LW0676
 LW0676.The dynamic height is computed by dividing the NAVD 88
 LW0676.geopotential number by the normal gravity value computed on the
 LW0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0676.degrees latitude (g = 980.6199 gals.).
 LW0676
 LW0676.The modeled gravity was interpolated from observed gravity values.
 LW0676
 LW0676;                    North         East    Units  Estimated Accuracy
 LW0676;SPC RI       -    45,870.      103,670.      MT  (+/- 180 meters Scaled)
 LW0676
 LW0676                          SUPERSEDED SURVEY CONTROL
 LW0676
 LW0676  NGVD 29 (??/??/92)   70.342  (m)          230.78   (f) ADJ UNCH    2 0
 LW0676
 LW0676.Superseded values are not recommended for survey control.
 LW0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0676.See file dsdata.txt to determine how the superseded data were derived.
 LW0676
 LW0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF949967(NAD 83)
 LW0676_MARKER: DR = REFERENCE MARK DISK
 LW0676_SETTING: 80 = SET IN A BOULDER
 LW0676_SP_SET: BOULDER
 LW0676_STAMPING: MC SPARRAN 3 NO 1 1932
 LW0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0676+STABILITY: SURFACE MOTION
 LW0676
 LW0676  HISTORY     - Date     Condition        Report By
 LW0676  HISTORY     - 1932     MONUMENTED       CGS
 LW0676  HISTORY     - 1969     GOOD             NGS
 LW0676  HISTORY     - 20010102 MARK NOT FOUND   USPSQD
 LW0676
 LW0676                          STATION DESCRIPTION
 LW0676
 LW0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0676'5.8 MI NE FROM WAKEFIELD.
 LW0676'5.75 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0676'POND STREET AT WAKEFIELD, NEAR THE NORTHEAST CORNER OF A LARGE
 LW0676'CLEARING, ALONG THE SOUTH EDGE OF A WOODED AREA, 176.6 FEET
 LW0676'NORTHEAST OF TRIANGULATION STATION MC SPARRAN 3 DESCRIBED, 292
 LW0676'FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW0676'HIGHWAY, 14 FEET WEST OF A T IN A STONE FENCE LINE, 0.6 FOOT
 LW0676'SOUTH OF THE SOUTH FACE OF AN EAST-WEST STONE FENCE AT THE SOUTH
 LW0676'EDGE OF WOODED AREA AND NORTH EDGE OF CLEARING, SET IN THE TOP
 LW0676'OF A 1-FOOT SQUARE BOULDER WHICH IS FLUSH WITH THE GROUND AND
 LW0676'PARTLY UNDER THE STONE FENCE.  THIS MARK IS ABOUT 6 FEET LOWER
 LW0676'THAN STATION MC SPARRAN 3 DESCRIBED.
 LW0676
 LW0676                          STATION RECOVERY (2001)
 LW0676
 LW0676'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0376 ***********************************************************************
 LW0376  DESIGNATION -  MCSPARRAN 4 AZ MK
 LW0376  PID         -  LW0376
 LW0376  STATE/COUNTY-  RI/WASHINGTON
 LW0376  USGS QUAD   -  WICKFORD (1995)
 LW0376
 LW0376                         *CURRENT SURVEY CONTROL
 LW0376  ___________________________________________________________________
 LW0376* NAD 83(1986)-  41 30 04.     (N)    071 27 33.     (W)     SCALED    
 LW0376* NAVD 88     -        64.555  (meters)     211.79   (feet)  ADJUSTED  
 LW0376  ___________________________________________________________________
 LW0376  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW0376  DYNAMIC HT  -          64.533 (meters)     211.72  (feet)  COMP
 LW0376  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 LW0376
 LW0376  VERT ORDER  -  SECOND    CLASS 0
 LW0376
 LW0376.The horizontal coordinates were scaled from a topographic map and have
 LW0376.an estimated accuracy of +/- 6 seconds.
 LW0376
 LW0376.The orthometric height was determined by differential leveling
 LW0376.and adjusted by the National Geodetic Survey in June 1991..
 LW0376
 LW0376.The geoid height was determined by GEOID03.
 LW0376
 LW0376.The dynamic height is computed by dividing the NAVD 88
 LW0376.geopotential number by the normal gravity value computed on the
 LW0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0376.degrees latitude (g = 980.6199 gals.).
 LW0376
 LW0376.The modeled gravity was interpolated from observed gravity values.
 LW0376
 LW0376;                    North         East    Units  Estimated Accuracy
 LW0376;SPC RI       -    46,400.      103,410.      MT  (+/- 180 meters Scaled)
 LW0376
 LW0376                          SUPERSEDED SURVEY CONTROL
 LW0376
 LW0376  NGVD 29 (??/??/92)   64.830  (m)          212.70   (f) ADJ UNCH    2 0
 LW0376
 LW0376.Superseded values are not recommended for survey control.
 LW0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0376.See file dsdata.txt to determine how the superseded data were derived.
 LW0376
 LW0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF947973(NAD 83)
 LW0376_MARKER: DZ = AZIMUTH MARK DISK
 LW0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0376_STAMPING: MC SPARRAN 4 1968
 LW0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0376+STABILITY: SURFACE MOTION
 LW0376
 LW0376  HISTORY     - Date     Condition        Report By
 LW0376  HISTORY     - 1968     MONUMENTED       CGS
 LW0376  HISTORY     - 1969     GOOD             NGS
 LW0376
 LW0376                          STATION DESCRIPTION
 LW0376
 LW0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0376'4.8 MI S FROM WICKFORD.
 LW0376'ABOUT 4.75 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 LW0376'OF STATE HIGHWAY 102 AT WICKFORD, ABOUT 2.85 MILES SOUTH OF
 LW0376'THE NORTH JUNCTION OF STATE HIGHWAY 138 LEADING EAST, ABOUT
 LW0376'0.45 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 138 LEADING
 LW0376'WEST AND BRIDGETOWN ROAD LEADING EASTERLY, 190 FEET SOUTHWEST
 LW0376'OF AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A ONE
 LW0376'STORY HOUSE, 28 FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND
 LW0376'LANE OF THE HIGHWAY, 35.5 FEET EAST OF THE EAST FACE OF A STONE
 LW0376'FENCE, 1 1/2 FEET SOUTH OF POWER LINE POLE 1863, 2 FEET NORTH OF
 LW0376'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LW0376'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE
 LW0376'MARK MAY BE REACHED BY GOING 6.05 MILES NORTHEAST ALONG U.S.
 LW0376'HIGHWAY 1 FROM THE OVERPASS OVER POND STREET AT WAKEFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0674 ***********************************************************************
 LW0674  DESIGNATION -  MCSPARRAN 4 RM 4
 LW0674  PID         -  LW0674
 LW0674  STATE/COUNTY-  RI/WASHINGTON
 LW0674  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0674
 LW0674                         *CURRENT SURVEY CONTROL
 LW0674  ___________________________________________________________________
 LW0674* NAD 83(1986)-  41 29 49.     (N)    071 27 24.     (W)     SCALED    
 LW0674* NAVD 88     -        72.227  (meters)     236.96   (feet)  ADJUSTED  
 LW0674  ___________________________________________________________________
 LW0674  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW0674  DYNAMIC HT  -          72.203 (meters)     236.89  (feet)  COMP
 LW0674  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LW0674
 LW0674  VERT ORDER  -  SECOND    CLASS 0
 LW0674
 LW0674.The horizontal coordinates were scaled from a topographic map and have
 LW0674.an estimated accuracy of +/- 6 seconds.
 LW0674
 LW0674.The orthometric height was determined by differential leveling
 LW0674.and adjusted by the National Geodetic Survey in June 1991..
 LW0674
 LW0674.The geoid height was determined by GEOID03.
 LW0674
 LW0674.The dynamic height is computed by dividing the NAVD 88
 LW0674.geopotential number by the normal gravity value computed on the
 LW0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0674.degrees latitude (g = 980.6199 gals.).
 LW0674
 LW0674.The modeled gravity was interpolated from observed gravity values.
 LW0674
 LW0674;                    North         East    Units  Estimated Accuracy
 LW0674;SPC RI       -    45,940.      103,620.      MT  (+/- 180 meters Scaled)
 LW0674
 LW0674                          SUPERSEDED SURVEY CONTROL
 LW0674
 LW0674  NGVD 29 (??/??/92)   72.502  (m)          237.87   (f) ADJ UNCH    2 0
 LW0674
 LW0674.Superseded values are not recommended for survey control.
 LW0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0674.See file dsdata.txt to determine how the superseded data were derived.
 LW0674
 LW0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF949968(NAD 83)
 LW0674_MARKER: DR = REFERENCE MARK DISK
 LW0674_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0674_SP_SET: UNSPECIFIED ROCK
 LW0674_STAMPING: MC SPARRAN 4 NO 4 1968
 LW0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0674+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW0674
 LW0674  HISTORY     - Date     Condition        Report By
 LW0674  HISTORY     - 1968     MONUMENTED       CGS
 LW0674  HISTORY     - 1969     GOOD             NGS
 LW0674  HISTORY     - 20010102 GOOD             USPSQD
 LW0674  HISTORY     - 20040417 GOOD             USPSQD
 LW0674  HISTORY     - 20060630 GOOD             USPSQD
 LW0674
 LW0674                          STATION DESCRIPTION
 LW0674
 LW0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0674'5.8 MI NE FROM WAKEFIELD.
 LW0674'5.75 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0674'POND STREET AT WAKEFIELD, 0.15 MILE NORTH OF THE JUNCTION OF
 LW0674'STATE HIGHWAY 138 LEADING WEST AND OLD STATE HIGHWAY 138 LEADING
 LW0674'EAST, SET IN THE TOP OF A 4-BY-2-FOOT ROCK WHICH PROJECTS 3 INCHES
 LW0674'ABOVE THE LEVEL OF THE GROUND, 69.4 FEET SOUTHEAST OF THE STATION
 LW0674'MARK DESCRIBED, 61 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND
 LW0674'LANE OF THE HIGHWAY, 97 1/2 FEET EAST OF THE CENTER LINE OF A
 LW0674'DRIVEWAY, 8.7 FEET WEST OF THE WEST FACE OF A ROCK FENCE, 143.2
 LW0674'FEET SOUTHEAST OF RM 5 DESCRIBED, AND ABOUT 3 FEET ABOVE THE
 LW0674'LEVEL OF THE HIGHWAY.
 LW0674
 LW0674                          STATION RECOVERY (2001)
 LW0674
 LW0674'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0674'RECOVERED IN GOOD CONDITION.
 LW0674
 LW0674                          STATION RECOVERY (2004)
 LW0674
 LW0674'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0674'RECOVERED IN GOOD CONDITION.
 LW0674
 LW0674                          STATION RECOVERY (2006)
 LW0674
 LW0674'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0672 ***********************************************************************
 LW0672  DESIGNATION -  MCSPARRAN 4 RM 5
 LW0672  PID         -  LW0672
 LW0672  STATE/COUNTY-  RI/WASHINGTON
 LW0672  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0672
 LW0672                         *CURRENT SURVEY CONTROL
 LW0672  ___________________________________________________________________
 LW0672* NAD 83(1986)-  41 29 49.     (N)    071 27 24.     (W)     SCALED    
 LW0672* NAVD 88     -        71.911  (meters)     235.93   (feet)  ADJUSTED  
 LW0672  ___________________________________________________________________
 LW0672  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW0672  DYNAMIC HT  -          71.886 (meters)     235.85  (feet)  COMP
 LW0672  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LW0672
 LW0672  VERT ORDER  -  SECOND    CLASS 0
 LW0672
 LW0672.The horizontal coordinates were scaled from a topographic map and have
 LW0672.an estimated accuracy of +/- 6 seconds.
 LW0672
 LW0672.The orthometric height was determined by differential leveling
 LW0672.and adjusted by the National Geodetic Survey in June 1991..
 LW0672
 LW0672.The geoid height was determined by GEOID03.
 LW0672
 LW0672.The dynamic height is computed by dividing the NAVD 88
 LW0672.geopotential number by the normal gravity value computed on the
 LW0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0672.degrees latitude (g = 980.6199 gals.).
 LW0672
 LW0672.The modeled gravity was interpolated from observed gravity values.
 LW0672
 LW0672;                    North         East    Units  Estimated Accuracy
 LW0672;SPC RI       -    45,940.      103,620.      MT  (+/- 180 meters Scaled)
 LW0672
 LW0672                          SUPERSEDED SURVEY CONTROL
 LW0672
 LW0672  NGVD 29 (??/??/92)   72.186  (m)          236.83   (f) ADJ UNCH    2 0
 LW0672
 LW0672.Superseded values are not recommended for survey control.
 LW0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0672.See file dsdata.txt to determine how the superseded data were derived.
 LW0672
 LW0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF949968(NAD 83)
 LW0672_MARKER: DR = REFERENCE MARK DISK
 LW0672_SETTING: 66 = SET IN ROCK OUTCROP
 LW0672_SP_SET: BEDROCK
 LW0672_STAMPING: MC SPARRAN 4 NO 5 1968
 LW0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0672+STABILITY: POSITION/ELEVATION WELL
 LW0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0672+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW0672
 LW0672  HISTORY     - Date     Condition        Report By
 LW0672  HISTORY     - 1968     MONUMENTED       CGS
 LW0672  HISTORY     - 1969     GOOD             NGS
 LW0672  HISTORY     - 20040417 GOOD             USPSQD
 LW0672  HISTORY     - 20060630 GOOD             USPSQD
 LW0672
 LW0672                          STATION DESCRIPTION
 LW0672
 LW0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0672'5.8 MI NE FROM WAKEFIELD.
 LW0672'5.75 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0672'POND STREET AT WAKEFIELD, SET ON THE TOP AND ABOUT IN THE CENTER
 LW0672'OF A 3-BY-1 FOOT EXPOSED PART OF A MASS OF BEDROCK AND ABOUT 2
 LW0672'INCHES ABOVE THE LEVEL OF THE GROUND, 73.8 FEET NORTH OF THE
 LW0672'STATION MARK DESCRIBED, 55 FEET EAST OF THE CENTER LINE OF
 LW0672'THE NORTHBOUND LANE OF THE HIGHWAY, 44 1/2 FEET NORTH OF THE
 LW0672'CENTER LINE OF A DRIVEWAY LEADING EAST, 38.5 FEET NORTHEAST
 LW0672'OF THE CENTER OF THE NORTH HEAD WALL FOR AN 18 INCH PIPE CULVERT
 LW0672'UNDER THE DRIVEWAY, 14.6 FEET WEST OF THE WEST SIDE OF A ROCK
 LW0672'FENCE, 143.2 FEET NORTHWEST OF RM 4 DESCRIBED, AND ABOUT 2 FEET
 LW0672'ABOVE THE LEVEL OF THE HIGHWAY.
 LW0672
 LW0672                          STATION RECOVERY (2004)
 LW0672
 LW0672'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0672'RECOVERED IN GOOD CONDITION.
 LW0672
 LW0672                          STATION RECOVERY (2006)
 LW0672
 LW0672'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0682 ***********************************************************************
 LW0682  DESIGNATION -  MEETINGHOUSE HILL 2 RM 1
 LW0682  PID         -  LW0682
 LW0682  STATE/COUNTY-  RI/WASHINGTON
 LW0682  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0682
 LW0682                         *CURRENT SURVEY CONTROL
 LW0682  ___________________________________________________________________
 LW0682* NAD 83(1996)-  41 26 43.66779(N)    071 28 32.00383(W)     ADJUSTED  
 LW0682* NAVD 88     -        50.625  (meters)     166.09   (feet)  ADJUSTED  
 LW0682  ___________________________________________________________________
 LW0682  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 LW0682  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW0682  DYNAMIC HT  -          50.608 (meters)     166.04  (feet)  COMP
 LW0682  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LW0682
 LW0682  HORZ ORDER  -  SECOND
 LW0682  VERT ORDER  -  SECOND    CLASS 0
 LW0682
 LW0682.The horizontal coordinates were established by classical geodetic methods
 LW0682.and adjusted by the National Geodetic Survey in August 1998..
 LW0682
 LW0682.The orthometric height was determined by differential leveling
 LW0682.and adjusted by the National Geodetic Survey in April 1995..
 LW0682
 LW0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0682
 LW0682.The geoid height was determined by GEOID03.
 LW0682
 LW0682.The dynamic height is computed by dividing the NAVD 88
 LW0682.geopotential number by the normal gravity value computed on the
 LW0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0682.degrees latitude (g = 980.6199 gals.).
 LW0682
 LW0682.The modeled gravity was interpolated from observed gravity values.
 LW0682
 LW0682;                    North         East     Units Scale Factor Converg.
 LW0682;SPC RI       -    40,217.834   102,042.627   MT  0.99999380   +0 00 58.2
 LW0682;SPC RI       -   131,948.01    334,784.85   sFT  0.99999380   +0 00 58.2
 LW0682;UTM  19      - 4,591,167.698   293,201.856   MT  1.00012632   -1 38 21.0
 LW0682
 LW0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0682!SPC RI       -   0.99999680  x   0.99999380  =   0.99999060
 LW0682!UTM  19      -   0.99999680  x   1.00012632  =   1.00012312
 LW0682
 LW0682                          SUPERSEDED SURVEY CONTROL
 LW0682
 LW0682  NAD 83(1996)-  41 26 43.66701(N)    071 28 32.00292(W) AD(       ) 2
 LW0682  NAD 83(1992)-  41 26 43.66634(N)    071 28 32.00312(W) AD(       ) 2
 LW0682  NAD 83(1992)-  41 26 43.66546(N)    071 28 32.00300(W) AD(       ) 2
 LW0682  NAD 83(1992)-  41 26 43.66510(N)    071 28 32.00240(W) AD(       ) 2
 LW0682  NAVD 88 (06/15/91)   50.636  (m)          166.13   (f) UNKNOWN     2 0
 LW0682  NGVD 29 (??/??/92)   50.914  (m)          167.04   (f) ADJ UNCH    2 0
 LW0682
 LW0682.Superseded values are not recommended for survey control.
 LW0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0682.See file dsdata.txt to determine how the superseded data were derived.
 LW0682
 LW0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9320291168(NAD 83)
 LW0682_MARKER: DR = REFERENCE MARK DISK
 LW0682_SETTING: 80 = SET IN A BOULDER
 LW0682_SP_SET: BOULDER
 LW0682_MARK LOGO: CGS   
 LW0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0682+STABILITY: SURFACE MOTION
 LW0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0682+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1998
 LW0682
 LW0682  HISTORY     - Date     Condition        Report By
 LW0682  HISTORY     - UNK      MONUMENTED       CGS
 LW0682  HISTORY     - 1969     GOOD             NGS
 LW0682  HISTORY     - 19870101 GOOD             RIGS
 LW0682  HISTORY     - 19980203 GOOD             INDIV
 LW0682
 LW0682                          STATION DESCRIPTION
 LW0682
 LW0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0682'2 MI NE FROM WAKEFIELD.
 LW0682'1.95 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 LW0682'OVER POND STREET AT WAKEFIELD, 0.1 MILE SOUTHEAST OF THE JUNCTION
 LW0682'OF HILLSIDE ROAD LEADING SOUTHEAST, SET IN THE TOP OF A 2-BY-3
 LW0682'FOOT BOULDER WHICH PROJECTS 3 INCHES ABOVE THE GROUND, 162 FEET
 LW0682'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW0682'HIGHWAY, 68.2 FEET NORTH OF THE STATION MARK DESCRIBED, 43 FEET
 LW0682'WEST OF THE NORTH CORNER OF A RESIDENCE, 34 FEET NORTHWEST OF THE
 LW0682'WEST CORNER OF A HOUSE, 52 FEET NORTH OF THE CENTER OF A CONCRETE
 LW0682'COVER FOR A WELL, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0682
 LW0682                          STATION RECOVERY (1987)
 LW0682
 LW0682'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0682'1.95 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0682'POND STREET AT WAKEFIELD, 0.1 MILE SOUTHEAST OF THE JUNCTION OF
 LW0682'HILLSIDE ROAD LEADING SOUTHEAST, SET IN THE TOP OF A 2-BY-3 FOOT
 LW0682'BOULDER WHICH PROJECTS 3 INCHES ABOVE THE GROUND, 162 FEET SOUTHEAST
 LW0682'OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 68.2 FEET
 LW0682'NORTH OF THE STATION MARK DESCRIBED, 43 FEET WEST OF THE NORTH CORNER
 LW0682'OF A RESIDENCE, 34 FEET NORTHWEST OF THE WEST CORNER OF A HOUSE, 52
 LW0682'FEET NORTH OF THE CENTER OF A CONCRETE COVER FOR A WELL, AND ABOUT 5
 LW0682'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0682
 LW0682                          STATION RECOVERY (1998)
 LW0682
 LW0682'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0683 ***********************************************************************
 LW0683  DESIGNATION -  MEETINGHOUSE HILL 2 RESET
 LW0683  PID         -  LW0683
 LW0683  STATE/COUNTY-  RI/WASHINGTON
 LW0683  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0683
 LW0683                         *CURRENT SURVEY CONTROL
 LW0683  ___________________________________________________________________
 LW0683* NAD 83(1996)-  41 26 42.99790(N)    071 28 31.91339(W)     ADJUSTED  
 LW0683* NAVD 88     -        50.492  (meters)     165.66   (feet)  ADJUSTED  
 LW0683  ___________________________________________________________________
 LW0683  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 LW0683  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW0683  DYNAMIC HT  -          50.474 (meters)     165.60  (feet)  COMP
 LW0683  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LW0683
 LW0683  HORZ ORDER  -  FIRST
 LW0683  VERT ORDER  -  SECOND    CLASS 0
 LW0683
 LW0683.The horizontal coordinates were established by classical geodetic methods
 LW0683.and adjusted by the National Geodetic Survey in August 1998..
 LW0683
 LW0683.The orthometric height was determined by differential leveling
 LW0683.and adjusted by the National Geodetic Survey in June 1991..
 LW0683
 LW0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0683
 LW0683.The geoid height was determined by GEOID03.
 LW0683
 LW0683.The dynamic height is computed by dividing the NAVD 88
 LW0683.geopotential number by the normal gravity value computed on the
 LW0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0683.degrees latitude (g = 980.6199 gals.).
 LW0683
 LW0683.The modeled gravity was interpolated from observed gravity values.
 LW0683
 LW0683;                    North         East     Units Scale Factor Converg.
 LW0683;SPC RI       -    40,197.169   102,044.732   MT  0.99999380   +0 00 58.3
 LW0683;SPC RI       -   131,880.21    334,791.76   sFT  0.99999380   +0 00 58.3
 LW0683;UTM  19      - 4,591,146.978   293,203.364   MT  1.00012631   -1 38 20.9
 LW0683
 LW0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0683!SPC RI       -   0.99999683  x   0.99999380  =   0.99999063
 LW0683!UTM  19      -   0.99999683  x   1.00012631  =   1.00012314
 LW0683
 LW0683:                Primary Azimuth Mark                     Grid Az
 LW0683:SPC RI       -  N KINGSTOWN STANDPIPE 3                  025 45 42.5
 LW0683:UTM  19      -  N KINGSTOWN STANDPIPE 3                  027 25 01.7
 LW0683
 LW0683|---------------------------------------------------------------------|
 LW0683| PID    Reference Object                     Distance      Geod. Az  |
 LW0683|                                                           dddmmss.s |
 LW0683| LW2523 N KINGSTOWN STANDPIPE 3             APPROX. 9.6 KM 0254640.8 |
 LW0683| LW2938 NARRAGANSETT TOWN STANDPIPE         APPROX. 5.8 KM 0320717.0 |
 LW0683| LW2941 NARRAGANSETT CHURCH                 APPROX. 6.7 KM 0382754.4 |
 LW0683| LW2999 BEAVERTAIL NAVRADSTA MAST           APPROX. 6.9 KM 0804144.6 |
 LW0683| LW0684 MEETINGHOUSE HILL 2 RM 2             29.401 METERS 12252     |
 LW0683| LW0685 MEETINGHOUSE HILL 2 RM 3             69.891 METERS 18256     |
 LW0683| LW2925 POINT JUDITH TANK                   APPROX. 6.2 KM 1855938.8 |
 LW0683| LW0661 POINT JUDITH                        APPROX. 8.2 KM 1875834.0 |
 LW0683| LW2934 WAKEFIELD CHURCH GRAY SPIRE         APPROX. 1.9 KM 2531229.6 |
 LW0683| LW3015 WAKEFIELD STANDPIPE                 APPROX. 2.9 KM 2844922.3 |
 LW0683| LW3031 KINGSTON UNIV OF RI TANK            APPROX. 6.3 KM 3182855.0 |
 LW0683| LW5651 SK 018                               63.592 METERS 34227     |
 LW0683| LW0682 MEETINGHOUSE HILL 2 RM 1             20.773 METERS 35412     |
 LW0683|---------------------------------------------------------------------|
 LW0683
 LW0683                          SUPERSEDED SURVEY CONTROL
 LW0683
 LW0683  NAD 83(1996)-  41 26 42.99712(N)    071 28 31.91247(W) AD(       ) 1
 LW0683  NAD 83(1992)-  41 26 42.99646(N)    071 28 31.91268(W) AD(       ) 1
 LW0683  NAD 83(1992)-  41 26 42.99557(N)    071 28 31.91256(W) AD(       ) 1
 LW0683  NAD 83(1986)-  41 26 42.99524(N)    071 28 31.91195(W) AD(       ) 1
 LW0683  NAD 27      -  41 26 42.63018(N)    071 28 33.70360(W) AD(       ) 1
 LW0683  NGVD 29 (??/??/92)   50.769  (m)          166.56   (f) ADJ UNCH    2 0
 LW0683
 LW0683.Superseded values are not recommended for survey control.
 LW0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0683.See file dsdata.txt to determine how the superseded data were derived.
 LW0683
 LW0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9320391147(NAD 83)
 LW0683_MARKER: DS = TRIANGULATION STATION DISK
 LW0683_SETTING: 80 = SET IN A BOULDER
 LW0683_SP_SET: BOULDER
 LW0683_MARK LOGO: CGS   
 LW0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0683+STABILITY: SURFACE MOTION
 LW0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0683+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1998
 LW0683
 LW0683  HISTORY     - Date     Condition        Report By
 LW0683  HISTORY     - 1969     MONUMENTED       CGS
 LW0683  HISTORY     - 1912     GOOD             CGS
 LW0683  HISTORY     - 1934     GOOD             RIGS
 LW0683  HISTORY     - 1949     GOOD             CGS
 LW0683  HISTORY     - 1954     GOOD             CGS
 LW0683  HISTORY     - 1969     GOOD             CGS
 LW0683  HISTORY     - 1969     GOOD             NGS
 LW0683  HISTORY     - 1977     GOOD             NGS
 LW0683  HISTORY     - 19870101 GOOD             RIGS
 LW0683  HISTORY     - 19940901 GOOD             USPSQD
 LW0683  HISTORY     - 19980203 GOOD             INDIV
 LW0683
 LW0683                          STATION DESCRIPTION
 LW0683
 LW0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW0683'STATION IS ON THE SOUTHERN HILL OF THE RIDGE KNOWN AS TOWER HILL,
 LW0683'ABOUT A MILE E OF WAKEFIELD, AND 1-1/4 MILES NNW OF NARRAGANSETT
 LW0683'PIER.  THE STATION IS ON THE SW END OF A LARGE QUARTZ ROCK
 LW0683'PROJECTING 3 FEET ABOVE THE GROUND, ABOUT 1/4 MILE NNE OF TOWER
 LW0683'HILL HOTEL AND ABOUT 63 METERS E OF THE ROAD FROM WAKEFIELD TO
 LW0683'EAST GREENWICH.  IT IS MARKED BY A STANDARD BRASS DISK SET IN A
 LW0683'HOLE DRILLED IN THE ROCK.  A STANDARD REFERENCE DISK, SET IN A
 LW0683'GRAY STONE PROJECTING 0.2 METER, IS 20.71 METERS (67.95 FEET) TO
 LW0683'THE NORTHWARD OF THE STATION.  THE ORIGINAL STATION OF 1839, NOT
 LW0683'FOUND IN 1869, WAS ABOUT 66 METERS N AND 8.7 METERS W OF THE
 LW0683'PRESENT ONE.
 LW0683
 LW0683                          STATION RECOVERY (1934)
 LW0683
 LW0683'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW0683'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.
 LW0683'
 LW0683'THE STATION IS ABOUT 200 YARDS N OF A HOUSE OCCUPIED BY KELLY
 LW0683'ROBINSON, AND ABOUT 80 YARDS SE OF THE CENTER OF THE CONCRETE
 LW0683'PAVEMENT.  (TOWER HILL ROAD).
 LW0683
 LW0683                          STATION RECOVERY (1949)
 LW0683
 LW0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 LW0683'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  NEITHER
 LW0683'THE STATION MARK NOR THE REFERENCE MARK ARE STAMPED WITH THE
 LW0683'STATION NAME.
 LW0683
 LW0683                          STATION RECOVERY (1954)
 LW0683
 LW0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0683'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  REVISED
 LW0683'DESCRIPTION FOLLOWS--
 LW0683'
 LW0683'LOCATED 0.75 MI. NE OF WAKEFIELD.  TO REACH FROM THE TRAFFIC
 LW0683'CIRCLE (INTERSECTIONS OF U.S. HIGHWAYS 1 AND 1A), PROCEED N ON
 LW0683'U.S. HIGHWAY 1A FOR 0.85 MI. TO THE TOP OF A HILL AND A DRIVEWAY
 LW0683'ON THE RIGHT.  THE STATION IS BEHIND THE S ONE OF TWO HOUSES AT
 LW0683'THIS POINT.  THE STATION IS MARKED BY A STANDARD DISK, NOT STAMPED
 LW0683'AND SET IN A DRILL HOLE IN THE SW END OF A LARGE WHITE QUARTZ BOULDER.
 LW0683'
 LW0683'THE REFERENCE MARK IS 68 FT. NW OF THE STATION, AND IS A STANDARD
 LW0683'DISK, SET IN A DRILL HOLE IN A SMALL GREY BOULDER.
 LW0683
 LW0683                          STATION RECOVERY (1969)
 LW0683
 LW0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW0683'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AND FOUND IN
 LW0683'GOOD CONDITION.  DUE TO LACK OF INFORMATION ABOUT STATION, NO
 LW0683'DISTANCE AND DIRECTION COMPARISON COULD BE MADE TO REFERENCE MARK.
 LW0683'REFERENCE MARKS 2 AND 3 WERE ESTABLISHED AT THIS TIME AND ARE
 LW0683'DESCRIBED BELOW.  DUE TO VARIOUS CHANGES, A COMPLETE NEW
 LW0683'DESCRIPTION OF STATION FOLLOWS.
 LW0683'
 LW0683'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST-SOUTHWEST OF
 LW0683'NEWPORT, 8-1/2 MILES SOUTH OF WICKFORD, 3-1/2 MILES SOUTHEAST OF
 LW0683'KINGSTON, 1-1/2 MILES NORTHEAST OF WAKEFIELD, 1-1/4 MILES
 LW0683'NORTHWEST OF NARRAGANSETT PIER AND ON PROPERTY OWNED BY MRS. FRANK
 LW0683'NICHOLS.
 LW0683'
 LW0683'TO REACH THE STATION FROM THE POST OFFICE IN WAKEFIELD, GO
 LW0683'NORTHERLY ON ROBINSON STREET FOR 0.05 MILE TO THE JUNCTION OF U.S.
 LW0683'HIGHWAY SCENIC 1 (MAIN STREET).  TURN RIGHT AND GO EASTERLY AND
 LW0683'NORTHEASTERLY ON U.S. HIGHWAY SCENIC 1 FOR 1.05 MILES TO THE
 LW0683'JUNCTION OF U.S. HIGHWAY 1.  TURN LEFT AND GO NORTHEASTERLY ON
 LW0683'U.S. HIGHWAY 1 FOR 0.35 MILE TO A SIDE ROAD RIGHT (HILLSIDE ROAD).
 LW0683'TURN RIGHT AND GO SOUTHEAST ON HILLSIDE ROAD FOR 0.05 MILE TO A
 LW0683'SIDE ROAD RIGHT (SEAVIEW AVENUE). TURN RIGHT AND GO SOUTHWEST FOR
 LW0683'0.1 MILE TO STATION ON RIGHT AS DESCRIBED.
 LW0683'
 LW0683'STATION MARK, HAS NO STAMPING, IS A BRONZE DISK CEMENTED IN A
 LW0683'DRILL HOLE IN TOP OF A 7 BY 11 FOOT GRANITE ROCK FORMATION WHICH
 LW0683'PROJECTS ABOUT 3 FEET.  IT IS 132.5 FEET NORTHWEST OF POWER POLE
 LW0683'7463, 112 FEET NORTHWEST OF CENTER OF SEAVIEW AVENUE, 42 FEET
 LW0683'SOUTHWEST OF WEST CORNER OF HOUSE, 40.5 FEET SOUTHWEST OF SOUTH
 LW0683'CORNER OF HOUSE AND 16.3 FEET SOUTH-SOUTHWEST OF A CONCRETE WELL
 LW0683'COVER THAT IS 3 FEET IN DIAMETER.
 LW0683'
 LW0683'RM 1, HAS NO STAMPING, IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 LW0683'IN TOP OF A SMALL BOULDER WHICH PROJECTS ABOUT 3 INCHES.  IT IS
 LW0683'52.5 FEET NORTH-NORTHWEST OF THE CONCRETE WELL COVER, 43 FEET
 LW0683'WEST OF NORTH CORNER OF HOUSE AND 34 FEET NORTHWEST OF WEST
 LW0683'CORNER OF HOUSE.
 LW0683'
 LW0683'RM 2, STAMPED MEETINGHOUSE HILL 2 1869 NO 2 1968, IS SET FLUSH.
 LW0683'THE MARK IS A STANDARD DISK SET IN A ROUND CONCRETE POST.  IT IS
 LW0683'89 FEET SOUTHEAST OF THE SOUTH CORNER OF HOUSE, 72 FEET
 LW0683'SOUTH-SOUTHWEST OF CENTER OF DRIVEWAY AND 14.5 FEET NORTHWEST OF
 LW0683'CENTER OF SEAVIEW AVENUE.
 LW0683'
 LW0683'RM 3, STAMPED MEETINGHOUSE HILL 2 1869 NO 3 1968, IS SET FLUSH.
 LW0683'THE MARK IS A STANDARD DISK SET IN A ROUND CONCRETE POST.  IT IS
 LW0683'55 FEET SOUTHEAST OF THE EAST CORNER OF A BROWN SHINGLED HOUSE, 19
 LW0683'FEET SOUTHEAST OF CENTER OF SEAVIEW AVENUE, 2 FEET SOUTHWEST OF
 LW0683'POWER POLE 7464 AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.
 LW0683'
 LW0683'NOTICE.  NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HOUSE
 LW0683'ON LINE.
 LW0683'
 LW0683'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 LW0683'
 LW0683'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/4 MILES NW OF
 LW0683'NARRAGANSETT PIER.
 LW0683
 LW0683                          STATION RECOVERY (1969)
 LW0683
 LW0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0683'2 MI NE FROM WAKEFIELD.
 LW0683'1.95 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 LW0683'OVER POND STREET AT WAKEFIELD, 0.1 MILE SOUTHWEST OF THE JUNCTION
 LW0683'OF THE HIGHWAY AND HILLSIDE ROAD LEADING SOUTHEAST, ON THE
 LW0683'PROPERTY OF MRS FRANK NICHOLS, SET ON THE TOP OF A 10-BY-6-FOOT
 LW0683'LONE GRANITE BOULDER WHICH PROJECTS 3 FEET ABOVE THE LEVEL OF THE
 LW0683'GROUND, 209 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND
 LW0683'LANE OF THE HIGHWAY, 112 FEET NORTHWEST OF THE CENTER LINE OF
 LW0683'SEAVIEW AVENUE, 42.0 FEET SOUTHWEST OF THE WEST CORNER OF A ONE
 LW0683'STORY RESIDENCE, 15 1/2 FEET SOUTHWEST OF THE CENTER OF A CONCRETE
 LW0683'WELL COVER, 40.5 FEET SOUTHWEST OF THE SOUTH CORNER OF A HOUSE,
 LW0683'3 FEET WEST OF THE HIGHEST PART OF THE BOULDER AND 2 FEET ABOVE
 LW0683'THE LEVEL OF THE GROUND.
 LW0683
 LW0683                          STATION RECOVERY (1977)
 LW0683
 LW0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LW0683'STATION MARK, REFERENCE MARKS 1, 2 AND 3 (AZ) WERE RECOVERED IN
 LW0683'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 LW0683'CHECKED WITH THE 1969 DATA.
 LW0683'
 LW0683'STATION IS LOCATED ABOUT 8-1/2 MILES WEST-SOUTHWEST OF NEWPORT,
 LW0683'ABOUT 8-1/2 MILES SOUTH OF WICKFORD, ABOUT 3-1/2 MILES SOUTHEAST
 LW0683'OF KINGSTON, ABOUT 1-1/2 MILES NORTHEAST OF WAKEFIELD AND IS ON
 LW0683'THE PROPERTY OF MRS. FRANK NICHOLS.
 LW0683'
 LW0683'TO REACH THE STATION FROM THE POST OFFICE IN WAKEFIELD, GO
 LW0683'NORTHERLY ON ROBINSON STREET FOR 0.05 MILE TO JUNCTION OF U.S.
 LW0683'HIGHWAY 1 SCENIC ROUTE (MAIN STREET), TURN RIGHT, GO
 LW0683'EAST-NORTHEAST ON U.S. HIGHWAY SCENIC ROUTE 1 FOR 1.0 MILES TO THE
 LW0683'JUNCTION OF U.S. HIGHWAY 1, TURN LEFT, GO NORTHEASTERLY ON U.S.
 LW0683'HIGHWAY 1 FOR 0.35 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, GO
 LW0683'SOUTHEAST ON HILLSIDE ROAD FOR 0.05 MILE TO SIDE ROAD RIGHT, TURN
 LW0683'RIGHT, GO SOUTHWEST ON SEAVIEW ROAD FOR 0.1 MILE TO STATION ON RIGHT.
 LW0683'
 LW0683'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A 7 X 11
 LW0683'FOOT GRANITE ROCK PROJECTING ABOUT 3 FEET ABOVE GROUND AND IS
 LW0683'STAMPED MEETING HOUSE HILL 1869 1969.  IT IS 112 FEET NORTHWEST OF
 LW0683'CENTER OF SEAVIEW AVENUE, 40.5 FEET SOUTHWEST OF THE SOUTH CORNER
 LW0683'OF HOUSE, 42 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE, 132 FEET
 LW0683'NORTHWEST OF POWER POLE NO. 7463 AND 16.2 FEET SOUTH-SOUTHWEST OF
 LW0683'CONCRETE WELL COVERING.
 LW0683'
 LW0683'REFERENCE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN TOP OF 2
 LW0683'X 1-1/2 FOOT BOULDER PROJECTING ABOUT 3 INCHES ABOVE GROUND AND
 LW0683'HAS NO STAMPING ON DISK.  IT IS 52.5 FEET NORTH-NORTHWEST OF
 LW0683'CONCRETE WELL COVERING, 43 FEET WEST OF NORTHWEST CORNER OF HOUSE
 LW0683'AND 34 FEET NORTHWEST OF WEST CORNER OF HOUSE.
 LW0683'
 LW0683'REFERENCE MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 LW0683'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED
 LW0683'MEETINGHOUSE HILL 2 1869 NO 2 1969.  IT IS 89 FEET SOUTHEAST OF
 LW0683'SOUTH CORNER OF HOUSE, 72 FEET SOUTH-SOUTHWEST OF CENTER OF
 LW0683'DRIVEWAY AND 14 FEET NORTHWEST OF CENTER OF SEAVIEW AVENUE.
 LW0683'
 LW0683'REFERENCE MARK 3 (AZ) IS A STANDARD REFERENCE DISK SET IN A 12
 LW0683'INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED
 LW0683'MEETINGHOUSE HILL 2 1869 NO 3 1969.  IT IS 55 FEET SOUTHEAST OF
 LW0683'EAST CORNER OF BROWN SHINGLED HOUSE, 19 FEET SOUTHEAST OF CENTER
 LW0683'OF SEAVIEW AVENUE, 2 FEET SOUTHWEST OF POWER POLE NO. 7464 AND 1.5
 LW0683'FEET NORTHEAST OF WITNESS POST.
 LW0683'
 LW0683'NO MEASUREMENTS BETWEEN RMS.
 LW0683'
 LW0683'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MILES NE OF
 LW0683'WAKEFIELD.
 LW0683
 LW0683                          STATION RECOVERY (1987)
 LW0683
 LW0683'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0683'1.95 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0683'POND STREET AT WAKEFIELD, 0.1 MILE SOUTHWEST OF THE JUNCTION OF THE
 LW0683'HIGHWAY AND HILLSIDE ROAD LEADING SOUTHEAST, ON THE PROPERTY OF MRS
 LW0683'FRANK NICHOLS, SET ON THE TOP OF A 10-BY-6-FOOT LONE GRANITE BOULDER
 LW0683'WHICH PROJECTS 3 FEET ABOVE THE LEVEL OF THE GROUND, 209 FEET
 LW0683'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY,
 LW0683'112 FEET NORTHWEST OF THE CENTER LINE OF SEAVIEW AVENUE, 42.0 FEET
 LW0683'SOUTHWEST OF THE WEST CORNER OF A ONE STORY RESIDENCE, 15 1/2 FEET
 LW0683'SOUTHWEST OF THE CENTER OF A CONCRETE WELL COVER, 40.5 FEET SOUTHWEST
 LW0683'OF THE SOUTH CORNER OF A HOUSE, 3 FEET WEST OF THE HIGHEST PART OF
 LW0683'THE BOULDER AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
 LW0683
 LW0683                          STATION RECOVERY (1994)
 LW0683
 LW0683'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0683'RECOVERED IN GOOD CONDITION.
 LW0683
 LW0683                          STATION RECOVERY (1998)
 LW0683
 LW0683'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0684 ***********************************************************************
 LW0684  DESIGNATION -  MEETINGHOUSE HILL 2 RM 2
 LW0684  PID         -  LW0684
 LW0684  STATE/COUNTY-  RI/WASHINGTON
 LW0684  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0684
 LW0684                         *CURRENT SURVEY CONTROL
 LW0684  ___________________________________________________________________
 LW0684* NAD 83(1996)-  41 26 42.48065(N)    071 28 30.84958(W)     ADJUSTED  
 LW0684* NAVD 88     -        49.026  (meters)     160.85   (feet)  ADJUSTED  
 LW0684  ___________________________________________________________________
 LW0684  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 LW0684  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW0684  DYNAMIC HT  -          49.009 (meters)     160.79  (feet)  COMP
 LW0684  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LW0684
 LW0684  HORZ ORDER  -  SECOND
 LW0684  VERT ORDER  -  SECOND    CLASS 0
 LW0684
 LW0684.The horizontal coordinates were established by classical geodetic methods
 LW0684.and adjusted by the National Geodetic Survey in August 1998..
 LW0684
 LW0684.The orthometric height was determined by differential leveling
 LW0684.and adjusted by the National Geodetic Survey in April 1995..
 LW0684
 LW0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0684
 LW0684.The geoid height was determined by GEOID03.
 LW0684
 LW0684.The dynamic height is computed by dividing the NAVD 88
 LW0684.geopotential number by the normal gravity value computed on the
 LW0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0684.degrees latitude (g = 980.6199 gals.).
 LW0684
 LW0684.The modeled gravity was interpolated from observed gravity values.
 LW0684
 LW0684;                    North         East     Units Scale Factor Converg.
 LW0684;SPC RI       -    40,181.218   102,069.431   MT  0.99999380   +0 00 59.0
 LW0684;SPC RI       -   131,827.88    334,872.79   sFT  0.99999380   +0 00 59.0
 LW0684;UTM  19      - 4,591,130.318   293,227.595   MT  1.00012619   -1 38 20.2
 LW0684
 LW0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0684!SPC RI       -   0.99999706  x   0.99999380  =   0.99999086
 LW0684!UTM  19      -   0.99999706  x   1.00012619  =   1.00012325
 LW0684
 LW0684                          SUPERSEDED SURVEY CONTROL
 LW0684
 LW0684  NAD 83(1996)-  41 26 42.47987(N)    071 28 30.84867(W) AD(       ) 2
 LW0684  NAD 83(1992)-  41 26 42.47921(N)    071 28 30.84888(W) AD(       ) 2
 LW0684  NAD 83(1992)-  41 26 42.47833(N)    071 28 30.84875(W) AD(       ) 2
 LW0684  NAD 83(1992)-  41 26 42.47794(N)    071 28 30.84806(W) AD(       ) 2
 LW0684  NAVD 88 (06/15/91)   49.021  (m)          160.83   (f) UNKNOWN     2 0
 LW0684  NGVD 29 (??/??/92)   49.298  (m)          161.74   (f) ADJ UNCH    2 0
 LW0684
 LW0684.Superseded values are not recommended for survey control.
 LW0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0684.See file dsdata.txt to determine how the superseded data were derived.
 LW0684
 LW0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9322891130(NAD 83)
 LW0684_MARKER: DR = REFERENCE MARK DISK
 LW0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0684_SP_SET: CONCRETE POST
 LW0684_STAMPING: MEETINGHOUSE HILL 2 1869 NO 2 1968
 LW0684_MARK LOGO: CGS   
 LW0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0684+STABILITY: SURFACE MOTION
 LW0684
 LW0684  HISTORY     - Date     Condition        Report By
 LW0684  HISTORY     - 1968     MONUMENTED       CGS
 LW0684  HISTORY     - 1969     GOOD             NGS
 LW0684  HISTORY     - 19870101 GOOD             RIGS
 LW0684  HISTORY     - 19940901 GOOD             USPSQD
 LW0684  HISTORY     - 19980203 MARK NOT FOUND   INDIV
 LW0684
 LW0684                          STATION DESCRIPTION
 LW0684
 LW0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0684'2.2 MI NE FROM WAKEFIELD.
 LW0684'2.05 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0684'POND ROAD AT WAKEFIELD, THENCE 0.05 MILE SOUTHEAST ALONG HILLSIDE
 LW0684'ROAD, THENCE 0.1 MILE SOUTHWEST ALONG SEA VIEW AVENUE, ON THE
 LW0684'PROPERTY OF MRS FRANK NICHOLS, 16 FEET NORTHWEST OF THE CENTER
 LW0684'LINE OF SEA VIEW AVENUE, 87 FEET SOUTHEAST OF THE SOUTH CORNER
 LW0684'OF A ONE STORY RESIDENCE, 72 FEET SOUTHWEST OF THE CENTER LINE
 LW0684'OF A DRIVEWAY, 36 FEET NORTHWEST OF AND ACROSS THE AVENUE FROM
 LW0684'POWER LINE POLE 7463, 96.4 FEET SOUTHEAST OF THE STATION MARK
 LW0684'DESCRIBED, ABOUT LEVEL WITH THE AVENUE AND SET IN THE TOP OF A
 LW0684'CONCRETE POST FLUSH WITH THE GROUND.
 LW0684
 LW0684                          STATION RECOVERY (1987)
 LW0684
 LW0684'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0684'2.05 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0684'POND ROAD AT WAKEFIELD, THENCE 0.05 MILE SOUTHEAST ALONG HILLSIDE
 LW0684'ROAD, THENCE 0.1 MILE SOUTHWEST ALONG SEA VIEW AVENUE, ON THE
 LW0684'PROPERTY OF MRS FRANK NICHOLS, 16 FEET NORTHWEST OF THE CENTER LINE
 LW0684'OF SEA VIEW AVENUE, 87 FEET SOUTHEAST OF THE SOUTH CORNER OF A ONE
 LW0684'STORY RESIDENCE, 72 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY,
 LW0684'36 FEET NORTHWEST OF AND ACROSS THE AVENUE FROM POWER LINE POLE 7463,
 LW0684'96.4 FEET SOUTHEAST OF THE STATION MARK DESCRIBED, ABOUT LEVEL WITH
 LW0684'THE AVENUE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW0684'GROUND.
 LW0684
 LW0684                          STATION RECOVERY (1994)
 LW0684
 LW0684'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0684'RECOVERED IN GOOD CONDITION.
 LW0684
 LW0684                          STATION RECOVERY (1998)
 LW0684
 LW0684'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0685 ***********************************************************************
 LW0685  DESIGNATION -  MEETINGHOUSE HILL 2 RM 3
 LW0685  PID         -  LW0685
 LW0685  STATE/COUNTY-  RI/WASHINGTON
 LW0685  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0685
 LW0685                         *CURRENT SURVEY CONTROL
 LW0685  ___________________________________________________________________
 LW0685* NAD 83(1996)-  41 26 40.73540(N)    071 28 32.06719(W)     ADJUSTED  
 LW0685* NAVD 88     -        48.964  (meters)     160.64   (feet)  ADJUSTED  
 LW0685  ___________________________________________________________________
 LW0685  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 LW0685  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW0685  DYNAMIC HT  -          48.947 (meters)     160.59  (feet)  COMP
 LW0685  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LW0685
 LW0685  HORZ ORDER  -  SECOND
 LW0685  VERT ORDER  -  SECOND    CLASS 0
 LW0685
 LW0685.The horizontal coordinates were established by classical geodetic methods
 LW0685.and adjusted by the National Geodetic Survey in August 1998..
 LW0685
 LW0685.The orthometric height was determined by differential leveling
 LW0685.and adjusted by the National Geodetic Survey in June 1991..
 LW0685
 LW0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0685
 LW0685.The geoid height was determined by GEOID03.
 LW0685
 LW0685.The dynamic height is computed by dividing the NAVD 88
 LW0685.geopotential number by the normal gravity value computed on the
 LW0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0685.degrees latitude (g = 980.6199 gals.).
 LW0685
 LW0685.The modeled gravity was interpolated from observed gravity values.
 LW0685
 LW0685;                    North         East     Units Scale Factor Converg.
 LW0685;SPC RI       -    40,127.368   102,041.182   MT  0.99999380   +0 00 58.2
 LW0685;SPC RI       -   131,651.21    334,780.11   sFT  0.99999380   +0 00 58.2
 LW0685;UTM  19      - 4,591,077.300   293,197.798   MT  1.00012634   -1 38 21.0
 LW0685
 LW0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0685!SPC RI       -   0.99999707  x   0.99999380  =   0.99999087
 LW0685!UTM  19      -   0.99999707  x   1.00012634  =   1.00012341
 LW0685
 LW0685                          SUPERSEDED SURVEY CONTROL
 LW0685
 LW0685  NAD 83(1996)-  41 26 40.73462(N)    071 28 32.06627(W) AD(       ) 2
 LW0685  NAD 83(1992)-  41 26 40.73395(N)    071 28 32.06648(W) AD(       ) 2
 LW0685  NAD 83(1992)-  41 26 40.73307(N)    071 28 32.06635(W) AD(       ) 2
 LW0685  NAD 83(1992)-  41 26 40.73275(N)    071 28 32.06578(W) AD(       ) 2
 LW0685  NGVD 29 (??/??/92)   49.242  (m)          161.55   (f) ADJ UNCH    2 0
 LW0685
 LW0685.Superseded values are not recommended for survey control.
 LW0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0685.See file dsdata.txt to determine how the superseded data were derived.
 LW0685
 LW0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9319891077(NAD 83)
 LW0685_MARKER: DR = REFERENCE MARK DISK
 LW0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0685_SP_SET: CONCRETE POST
 LW0685_STAMPING: MEETINGHOUSE HILL 2 NO 3 1869 1968
 LW0685_MARK LOGO: CGS   
 LW0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0685+STABILITY: SURFACE MOTION
 LW0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0685+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1998
 LW0685
 LW0685  HISTORY     - Date     Condition        Report By
 LW0685  HISTORY     - 1968     MONUMENTED       CGS
 LW0685  HISTORY     - 1969     GOOD             NGS
 LW0685  HISTORY     - 19870101 GOOD             RIGS
 LW0685  HISTORY     - 19940901 GOOD             USPSQD
 LW0685  HISTORY     - 19980203 GOOD             INDIV
 LW0685
 LW0685                          STATION DESCRIPTION
 LW0685
 LW0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0685'2 MI NE FROM WAKEFIELD.
 LW0685'1.95 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0685'POND STREET AT WAKEFIELD, 229.3 FEET SOUTH OF THE STATION MARK
 LW0685'DESCRIBED, 55 FEET SOUTHEAST OF AND ACROSS SEA VIEW AVENUE FROM
 LW0685'THE EAST CORNER OF A TWO-STORIED HOUSE WITH ROCK PIERS AT THE
 LW0685'CORNERS, 19 FEET SOUTHEAST OF THE CENTER LINE OF SEA VIEW AVENUE,
 LW0685'2 FEET SOUTHWEST OF POWER LINE POLE 7464, 200 FEET SOUTHWEST
 LW0685'OF AND ACROSS SEA VIEW AVENUE FROM MEETINGHOUSE HILL 2 RM 2, 1.5
 LW0685'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 LW0685'AVENUE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW0685'GROUND.
 LW0685
 LW0685                          STATION RECOVERY (1987)
 LW0685
 LW0685'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0685'1.95 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0685'POND STREET AT WAKEFIELD, 229.3 FEET SOUTH OF THE STATION MARK
 LW0685'DESCRIBED, 55 FEET SOUTHEAST OF AND ACROSS SEA VIEW AVENUE FROM THE
 LW0685'EAST CORNER OF A TWO-STORIED HOUSE WITH ROCK PIERS AT THE CORNERS, 19
 LW0685'FEET SOUTHEAST OF THE CENTER LINE OF SEA VIEW AVENUE, 2 FEET
 LW0685'SOUTHWEST OF POWER LINE POLE 7464, 200 FEET SOUTHWEST OF AND ACROSS
 LW0685'SEA VIEW AVENUE FROM MEETINGHOUSE HILL 2 RM 2, 1.5 FEET NORTHEAST OF
 LW0685'A METAL WITNESS POST, ABOUT LEVEL WITH THE AVENUE AND SET IN THE TOP
 LW0685'OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0685
 LW0685                          STATION RECOVERY (1994)
 LW0685
 LW0685'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0685'RECOVERED IN GOOD CONDITION.
 LW0685
 LW0685                          STATION RECOVERY (1998)
 LW0685
 LW0685'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW0685'POLE 7464 IS NOW POLE 4-L/2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2420 ***********************************************************************
 LW2420  DESIGNATION -  MELVILLE FRONT RANGE BEACON
 LW2420  PID         -  LW2420
 LW2420  STATE/COUNTY-  RI/NEWPORT
 LW2420  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2420
 LW2420                         *CURRENT SURVEY CONTROL
 LW2420  ___________________________________________________________________
 LW2420* NAD 83(1996)-  41 34 59.33598(N)    071 17 09.50802(W)     ADJUSTED  
 LW2420* NAVD 88     -                                                        
 LW2420  ___________________________________________________________________
 LW2420  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 LW2420  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW2420
 LW2420  HORZ ORDER  -  THIRD
 LW2420
 LW2420.The horizontal coordinates were established by classical geodetic methods
 LW2420.and adjusted by the National Geodetic Survey in August 1998..
 LW2420
 LW2420
 LW2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2420
 LW2420.The geoid height was determined by GEOID03.
 LW2420
 LW2420;                    North         East     Units Scale Factor Converg.
 LW2420;SPC RI       -    55,531.470   117,847.330   MT  0.99999767   +0 08 31.4
 LW2420;SPC RI       -   182,189.50    386,637.45   sFT  0.99999767   +0 08 31.4
 LW2420;UTM  19      - 4,606,019.118   309,444.374   MT  1.00004687   -1 31 03.6
 LW2420
 LW2420                          SUPERSEDED SURVEY CONTROL
 LW2420
 LW2420  NAD 83(1996)-  41 34 59.33564(N)    071 17 09.50771(W) AD(       ) 4
 LW2420  NAD 83(1992)-  41 34 59.33435(N)    071 17 09.50720(W) AD(       ) 4
 LW2420  NAD 83(1992)-  41 34 59.33387(N)    071 17 09.50693(W) AD(       ) 4
 LW2420  NAD 83(1986)-  41 34 59.33416(N)    071 17 09.50516(W) AD(       ) 4
 LW2420  NAD 27      -  41 34 58.97000(N)    071 17 11.33000(W) AD(       ) 3
 LW2420
 LW2420.Superseded values are not recommended for survey control.
 LW2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2420.See file dsdata.txt to determine how the superseded data were derived.
 LW2420
 LW2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0944406019(NAD 83)
 LW2420
 LW2420  HISTORY     - Date     Condition        Report By
 LW2420  HISTORY     - UNK      MONUMENTED
 LW2420  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2420  HISTORY     - 19960504 POOR             USPSQD
 LW2420
 LW2420                          STATION DESCRIPTION
 LW2420
 LW2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2420'THE STATION IS DESTROYED.  ACCORDING TO THE ATLANTIC COAST
 LW2420'LIGHT LIST VOL. 1-6, 1955, THE RANGES WERE REBUILT IN 1949.
 LW2420
 LW2420                          STATION RECOVERY (1996)
 LW2420
 LW2420'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW2420'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2407 ***********************************************************************
 LW2407  DESIGNATION -  MELVILLE GRAY TANK
 LW2407  PID         -  LW2407
 LW2407  STATE/COUNTY-  RI/NEWPORT
 LW2407  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2407
 LW2407                         *CURRENT SURVEY CONTROL
 LW2407  ___________________________________________________________________
 LW2407* NAD 83(1996)-  41 35 25.91735(N)    071 17 10.91316(W)     ADJUSTED  
 LW2407* NAVD 88     -                                                        
 LW2407  ___________________________________________________________________
 LW2407  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 LW2407  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW2407
 LW2407  HORZ ORDER  -  THIRD
 LW2407
 LW2407.The horizontal coordinates were established by classical geodetic methods
 LW2407.and adjusted by the National Geodetic Survey in August 1998..
 LW2407
 LW2407
 LW2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2407
 LW2407.The geoid height was determined by GEOID03.
 LW2407
 LW2407;                    North         East     Units Scale Factor Converg.
 LW2407;SPC RI       -    56,351.459   117,812.752   MT  0.99999765   +0 08 30.5
 LW2407;SPC RI       -   184,879.75    386,524.00   sFT  0.99999765   +0 08 30.5
 LW2407;UTM  19      - 4,606,839.805   309,433.562   MT  1.00004692   -1 31 05.3
 LW2407
 LW2407                          SUPERSEDED SURVEY CONTROL
 LW2407
 LW2407  NAD 83(1996)-  41 35 25.91702(N)    071 17 10.91287(W) AD(       ) 4
 LW2407  NAD 83(1992)-  41 35 25.91571(N)    071 17 10.91232(W) AD(       ) 4
 LW2407  NAD 83(1992)-  41 35 25.91524(N)    071 17 10.91206(W) AD(       ) 4
 LW2407  NAD 83(1986)-  41 35 25.91555(N)    071 17 10.91032(W) AD(       ) 4
 LW2407  NAD 27      -  41 35 25.54700(N)    071 17 12.73300(W) AD(       ) 3
 LW2407
 LW2407.Superseded values are not recommended for survey control.
 LW2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2407.See file dsdata.txt to determine how the superseded data were derived.
 LW2407
 LW2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0943406840(NAD 83)
 LW2407
 LW2407  HISTORY     - Date     Condition        Report By
 LW2407  HISTORY     - UNK      MONUMENTED
 LW2407  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2407
 LW2407                          STATION DESCRIPTION
 LW2407
 LW2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2407'THE ONLY TANK IN THIS AREA IS A BLACK TANK ABOUT 10 FT. IN
 LW2407'DIAMETER AND 30 FT. HIGH.  TWO OTHER TANKS ABOUT 20. FT IN
 LW2407'DIAMETER AND 15 FT. HIGH ARE ON THE N SIDE.  THE TANK IS
 LW2407'LOCATED ON THE S SIDE OF THE ENTRANCE TO THE BOAT BASIN, AND
 LW2407'ABOUT 75 FT. E OF THE SEAWALL.  IT HAS THE NUMBERS AND LETTERS
 LW2407'64 BSW PAINTED IN WHITE ON ITS SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2428 ***********************************************************************
 LW2428  DESIGNATION -  MELVILLE RAYTHEON MFG CO TANK
 LW2428  PID         -  LW2428
 LW2428  STATE/COUNTY-  RI/NEWPORT
 LW2428  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2428
 LW2428                         *CURRENT SURVEY CONTROL
 LW2428  ___________________________________________________________________
 LW2428* NAD 83(1996)-  41 34 28.53266(N)    071 16 52.72396(W)     ADJUSTED  
 LW2428* NAVD 88     -                                                        
 LW2428  ___________________________________________________________________
 LW2428  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 LW2428  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW2428
 LW2428  HORZ ORDER  -  THIRD
 LW2428
 LW2428.The horizontal coordinates were established by classical geodetic methods
 LW2428.and adjusted by the National Geodetic Survey in August 1998..
 LW2428
 LW2428
 LW2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2428
 LW2428.The geoid height was determined by GEOID03.
 LW2428
 LW2428;                    North         East     Units Scale Factor Converg.
 LW2428;SPC RI       -    54,582.123   118,238.516   MT  0.99999784   +0 08 42.4
 LW2428;SPC RI       -   179,074.85    387,920.86   sFT  0.99999784   +0 08 42.4
 LW2428;UTM  19      - 4,605,058.794   309,807.920   MT  1.00004517   -1 30 51.5
 LW2428
 LW2428                          SUPERSEDED SURVEY CONTROL
 LW2428
 LW2428  NAD 83(1996)-  41 34 28.53238(N)    071 16 52.72362(W) AD(       ) 4
 LW2428  NAD 83(1992)-  41 34 28.53105(N)    071 16 52.72318(W) AD(       ) 4
 LW2428  NAD 83(1992)-  41 34 28.53052(N)    071 16 52.72282(W) AD(       ) 4
 LW2428  NAD 83(1986)-  41 34 28.53081(N)    071 16 52.72104(W) AD(       ) 4
 LW2428  NAD 27      -  41 34 28.15588(N)    071 16 54.54155(W) AD(       ) 3
 LW2428
 LW2428.Superseded values are not recommended for survey control.
 LW2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2428.See file dsdata.txt to determine how the superseded data were derived.
 LW2428
 LW2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0980805059(NAD 83)
 LW2428
 LW2428  HISTORY     - Date     Condition        Report By
 LW2428  HISTORY     - 1968     MONUMENTED       CGS
 LW2428  HISTORY     - 1988     GOOD             USPSQD
 LW2428
 LW2428                          STATION DESCRIPTION
 LW2428
 LW2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2428'THE STATION, MELVILLE RAYTHEON MANUFACTURING COMPANY WATER TANK,
 LW2428'IS THE TOP CENTER OF THE SILVER CYLINDRICAL TANK SUPPORTED BY A
 LW2428'SINGLE STEEL LEG AND IS ABOUT 100 FEET IN HEIGHT.
 LW2428'
 LW2428'THE STATION IS LOCATED 0.8 MILE SOUTH AND 0.1 MILE WEST OF THE
 LW2428'INTERSECTION OF STATE HIGHWAY 114 AND THE ENTRANCE TO MELVILLE NAVY
 LW2428'BASE GATE 51.
 LW2428
 LW2428                          STATION RECOVERY (1988)
 LW2428
 LW2428'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW2428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2417 ***********************************************************************
 LW2417  DESIGNATION -  MELVILLE REAR RANGE BEACON
 LW2417  PID         -  LW2417
 LW2417  STATE/COUNTY-  RI/NEWPORT
 LW2417  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2417
 LW2417                         *CURRENT SURVEY CONTROL
 LW2417  ___________________________________________________________________
 LW2417* NAD 83(1996)-  41 35 03.06873(N)    071 17 04.93832(W)     ADJUSTED  
 LW2417* NAVD 88     -                                                        
 LW2417  ___________________________________________________________________
 LW2417  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 LW2417  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW2417
 LW2417  HORZ ORDER  -  THIRD
 LW2417
 LW2417.The horizontal coordinates were established by classical geodetic methods
 LW2417.and adjusted by the National Geodetic Survey in August 1998..
 LW2417
 LW2417
 LW2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2417
 LW2417.The geoid height was determined by GEOID03.
 LW2417
 LW2417;                    North         East     Units Scale Factor Converg.
 LW2417;SPC RI       -    55,646.893   117,952.893   MT  0.99999771   +0 08 34.4
 LW2417;SPC RI       -   182,568.18    386,983.78   sFT  0.99999771   +0 08 34.4
 LW2417;UTM  19      - 4,606,131.441   309,553.242   MT  1.00004636   -1 31 00.7
 LW2417
 LW2417                          SUPERSEDED SURVEY CONTROL
 LW2417
 LW2417  NAD 83(1996)-  41 35 03.06839(N)    071 17 04.93801(W) AD(       ) 4
 LW2417  NAD 83(1992)-  41 35 03.06710(N)    071 17 04.93749(W) AD(       ) 4
 LW2417  NAD 83(1992)-  41 35 03.06662(N)    071 17 04.93722(W) AD(       ) 4
 LW2417  NAD 83(1986)-  41 35 03.06691(N)    071 17 04.93545(W) AD(       ) 4
 LW2417  NAD 27      -  41 35 02.70000(N)    071 17 06.76000(W) AD(       ) 3
 LW2417
 LW2417.Superseded values are not recommended for survey control.
 LW2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2417.See file dsdata.txt to determine how the superseded data were derived.
 LW2417
 LW2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0955306131(NAD 83)
 LW2417
 LW2417  HISTORY     - Date     Condition        Report By
 LW2417  HISTORY     - UNK      MONUMENTED
 LW2417  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2417  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 LW2417
 LW2417                          STATION DESCRIPTION
 LW2417
 LW2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2417'THE STATION IS DESTROYED.  ACCORDING TO THE ATLANTIC COAST
 LW2417'LIGHT LIST VOL. 1-6, 1955, THE MELVILLE RANGES WERE REBUILT IN
 LW2417'1949.
 LW2417
 LW2417                          STATION RECOVERY (1996)
 LW2417
 LW2417'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW2417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2412 ***********************************************************************
 LW2412  DESIGNATION -  MELVILLE RED STACK
 LW2412  PID         -  LW2412
 LW2412  STATE/COUNTY-  RI/NEWPORT
 LW2412  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2412
 LW2412                         *CURRENT SURVEY CONTROL
 LW2412  ___________________________________________________________________
 LW2412* NAD 83(1996)-  41 35 18.57759(N)    071 17 12.29664(W)     ADJUSTED  
 LW2412* NAVD 88     -                                                        
 LW2412  ___________________________________________________________________
 LW2412  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 LW2412  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW2412
 LW2412  HORZ ORDER  -  THIRD
 LW2412
 LW2412.The horizontal coordinates were established by classical geodetic methods
 LW2412.and adjusted by the National Geodetic Survey in August 1998..
 LW2412
 LW2412
 LW2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2412
 LW2412.The geoid height was determined by GEOID03.
 LW2412
 LW2412;                    North         East     Units Scale Factor Converg.
 LW2412;SPC RI       -    56,124.938   117,781.269   MT  0.99999764   +0 08 29.6
 LW2412;SPC RI       -   184,136.57    386,420.71   sFT  0.99999764   +0 08 29.6
 LW2412;UTM  19      - 4,606,614.280   309,395.529   MT  1.00004710   -1 31 06.0
 LW2412
 LW2412                          SUPERSEDED SURVEY CONTROL
 LW2412
 LW2412  NAD 83(1996)-  41 35 18.57726(N)    071 17 12.29634(W) AD(       ) 4
 LW2412  NAD 83(1992)-  41 35 18.57596(N)    071 17 12.29581(W) AD(       ) 4
 LW2412  NAD 83(1992)-  41 35 18.57548(N)    071 17 12.29555(W) AD(       ) 4
 LW2412  NAD 83(1986)-  41 35 18.57583(N)    071 17 12.29375(W) AD(       ) 4
 LW2412  NAD 27      -  41 35 18.20600(N)    071 17 14.11700(W) AD(       ) 3
 LW2412
 LW2412.Superseded values are not recommended for survey control.
 LW2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2412.See file dsdata.txt to determine how the superseded data were derived.
 LW2412
 LW2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0939606614(NAD 83)
 LW2412
 LW2412  HISTORY     - Date     Condition        Report By
 LW2412  HISTORY     - UNK      MONUMENTED
 LW2412  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2412  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW2412
 LW2412                          STATION DESCRIPTION
 LW2412
 LW2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2412'STATION RECOVERED IN GOOD CONDITION.  STATION IS LOCATED IN
 LW2412'MELVILLE NAVAL BASE, NEAR THE NORTH DOCK AND AT THE W END OF
 LW2412'BUILDING 41 (BOILER HOUSE) IN THE NW QUADRANT OF THE INTERSECTION
 LW2412'OF BRADFORD AVENUE AND WESTALL ROAD.  IT IS A RED BRICK STACK.
 LW2412
 LW2412                          STATION RECOVERY (1988)
 LW2412
 LW2412'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW2412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2411 ***********************************************************************
 LW2411  DESIGNATION -  MELVILLE YELLOW STACK
 LW2411  PID         -  LW2411
 LW2411  STATE/COUNTY-  RI/NEWPORT
 LW2411  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2411
 LW2411                         *CURRENT SURVEY CONTROL
 LW2411  ___________________________________________________________________
 LW2411* NAD 83(1996)-  41 35 18.69722(N)    071 17 09.78430(W)     ADJUSTED  
 LW2411* NAVD 88     -                                                        
 LW2411  ___________________________________________________________________
 LW2411  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 LW2411  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW2411
 LW2411  HORZ ORDER  -  THIRD
 LW2411
 LW2411.The horizontal coordinates were established by classical geodetic methods
 LW2411.and adjusted by the National Geodetic Survey in August 1998..
 LW2411
 LW2411
 LW2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2411
 LW2411.The geoid height was determined by GEOID03.
 LW2411
 LW2411;                    North         East     Units Scale Factor Converg.
 LW2411;SPC RI       -    56,128.773   117,839.450   MT  0.99999766   +0 08 31.3
 LW2411;SPC RI       -   184,149.15    386,611.60   sFT  0.99999766   +0 08 31.3
 LW2411;UTM  19      - 4,606,616.428   309,453.799   MT  1.00004683   -1 31 04.4
 LW2411
 LW2411                          SUPERSEDED SURVEY CONTROL
 LW2411
 LW2411  NAD 83(1996)-  41 35 18.69689(N)    071 17 09.78400(W) AD(       ) 4
 LW2411  NAD 83(1992)-  41 35 18.69558(N)    071 17 09.78346(W) AD(       ) 4
 LW2411  NAD 83(1992)-  41 35 18.69511(N)    071 17 09.78320(W) AD(       ) 4
 LW2411  NAD 83(1986)-  41 35 18.69542(N)    071 17 09.78144(W) AD(       ) 4
 LW2411  NAD 27      -  41 35 18.32800(N)    071 17 11.60500(W) AD(       ) 3
 LW2411
 LW2411.Superseded values are not recommended for survey control.
 LW2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2411.See file dsdata.txt to determine how the superseded data were derived.
 LW2411
 LW2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0945406616(NAD 83)
 LW2411
 LW2411  HISTORY     - Date     Condition        Report By
 LW2411  HISTORY     - UNK      MONUMENTED
 LW2411  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2411
 LW2411                          STATION DESCRIPTION
 LW2411
 LW2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2411'THE STATION IS DESTROYED.  AN OLD EMPLOYEE ON THE BASE STATES THAT
 LW2411'THE STACK WAS TORN DOWN ABOUT 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2439 ***********************************************************************
 LW2439  DESIGNATION -  MEMO 1932
 LW2439  PID         -  LW2439
 LW2439  STATE/COUNTY-  RI/NEWPORT
 LW2439  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2439
 LW2439                         *CURRENT SURVEY CONTROL
 LW2439  ___________________________________________________________________
 LW2439* NAD 83(1996)-  41 30 39.63633(N)    071 18 36.07282(W)     ADJUSTED  
 LW2439* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 LW2439  ___________________________________________________________________
 LW2439  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 LW2439  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW2439
 LW2439  HORZ ORDER  -  SECOND
 LW2439
 LW2439.The horizontal coordinates were established by classical geodetic methods
 LW2439.and adjusted by the National Geodetic Survey in August 1998..
 LW2439
 LW2439.The orthometric height was scaled from a topographic map.
 LW2439
 LW2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2439
 LW2439.The geoid height was determined by GEOID03.
 LW2439
 LW2439;                    North         East     Units Scale Factor Converg.
 LW2439;SPC RI       -    47,514.764   115,859.801   MT  0.99999684   +0 07 33.3
 LW2439;SPC RI       -   155,888.02    380,116.70   sFT  0.99999684   +0 07 33.3
 LW2439;UTM  19      - 4,598,062.859   307,225.527   MT  1.00005735   -1 31 53.3
 LW2439
 LW2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2439!SPC RI       -   0.99999737  x   0.99999684  =   0.99999421
 LW2439!UTM  19      -   0.99999737  x   1.00005735  =   1.00005472
 LW2439
 LW2439                          SUPERSEDED SURVEY CONTROL
 LW2439
 LW2439  NAD 83(1996)-  41 30 39.63598(N)    071 18 36.07222(W) AD(       ) 2
 LW2439  NAD 83(1992)-  41 30 39.63471(N)    071 18 36.07213(W) AD(       ) 2
 LW2439  NAD 83(1992)-  41 30 39.63419(N)    071 18 36.07176(W) AD(       ) 2
 LW2439  NAD 83(1986)-  41 30 39.63415(N)    071 18 36.06998(W) AD(       ) 2
 LW2439  NAD 27      -  41 30 39.26549(N)    071 18 37.88659(W) AD(       ) 2
 LW2439
 LW2439.Superseded values are not recommended for survey control.
 LW2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2439.See file dsdata.txt to determine how the superseded data were derived.
 LW2439
 LW2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0722698063(NAD 83)
 LW2439
 LW2439  HISTORY     - Date     Condition        Report By
 LW2439  HISTORY     - 1932     MONUMENTED       CGS
 LW2439  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2439
 LW2439                          STATION DESCRIPTION
 LW2439
 LW2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2439'STATION IS LOCATED ON MIANTONOMY HILL IN THE N PART OF THE
 LW2439'TOWN OF NEWPORT, RHODE ISLAND.  IT IS A STONE MEMORIAL TOWER
 LW2439'ERECTED BY THE CITY OF NEWPORT IN HONOR OF THE SOLDIERS AND
 LW2439'SAILORS KILLED IN THE WORLD WAR.
 LW2439'
 LW2439'THE CENTER OF THE TOWER AT THE TOP IS THE STATION POINT.  IT IS
 LW2439'UNDERSTOOD THAT THE CITY INTENDS TO PUT A LIGHT ON TOP OF THE
 LW2439'TOWER, BUT AS THE TOWER IS MADE OF STONE THE STATION POINT WILL
 LW2439'REMAIN THE SAME.
 LW2439
 LW2439                          STATION RECOVERY (1968)
 LW2439
 LW2439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2439'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2847 ***********************************************************************
 LW2847  DESIGNATION -  MET STATION 1940
 LW2847  PID         -  LW2847
 LW2847  STATE/COUNTY-  RI/NEWPORT
 LW2847  USGS QUAD   -  NEWPORT (1975)
 LW2847
 LW2847                         *CURRENT SURVEY CONTROL
 LW2847  ___________________________________________________________________
 LW2847* NAD 83(1996)-  41 28 27.55658(N)    071 20 30.51418(W)     ADJUSTED  
 LW2847* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 LW2847  ___________________________________________________________________
 LW2847  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 LW2847  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW2847
 LW2847  HORZ ORDER  -  SECOND
 LW2847
 LW2847.The horizontal coordinates were established by classical geodetic methods
 LW2847.and adjusted by the National Geodetic Survey in August 1998..
 LW2847
 LW2847.The orthometric height was scaled from a topographic map.
 LW2847
 LW2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2847
 LW2847.The geoid height was determined by GEOID03.
 LW2847
 LW2847;                    North         East     Units Scale Factor Converg.
 LW2847;SPC RI       -    43,434.657   113,213.437   MT  0.99999590   +0 06 17.2
 LW2847;SPC RI       -   142,501.87    371,434.42   sFT  0.99999590   +0 06 17.2
 LW2847;UTM  19      - 4,594,060.700   304,462.117   MT  1.00007056   -1 33 05.2
 LW2847
 LW2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2847!SPC RI       -   1.00000177  x   0.99999590  =   0.99999767
 LW2847!UTM  19      -   1.00000177  x   1.00007056  =   1.00007233
 LW2847
 LW2847                          SUPERSEDED SURVEY CONTROL
 LW2847
 LW2847  NAD 83(1996)-  41 28 27.55615(N)    071 20 30.51337(W) AD(       ) 2
 LW2847  NAD 83(1992)-  41 28 27.55500(N)    071 20 30.51355(W) AD(       ) 2
 LW2847  NAD 83(1992)-  41 28 27.55442(N)    071 20 30.51312(W) AD(       ) 2
 LW2847  NAD 83(1986)-  41 28 27.55451(N)    071 20 30.51140(W) AD(       ) 2
 LW2847  NAD 27      -  41 28 27.18600(N)    071 20 32.32000(W) AD(       ) 2
 LW2847
 LW2847.Superseded values are not recommended for survey control.
 LW2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2847.See file dsdata.txt to determine how the superseded data were derived.
 LW2847
 LW2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0446294061(NAD 83)
 LW2847_MARKER: DS = TRIANGULATION STATION DISK
 LW2847_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW2847+WITH SETTING: PAVEMENT
 LW2847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2847+STABILITY: SURFACE MOTION
 LW2847
 LW2847  HISTORY     - Date     Condition        Report By
 LW2847  HISTORY     - 1940     MONUMENTED       CGS
 LW2847  HISTORY     - 20051027 MARK NOT FOUND   USPSQD
 LW2847
 LW2847                          STATION DESCRIPTION
 LW2847
 LW2847'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2847'STATION IS LOCATED NEAR THE SW END OF AQUIDNECK ISLAND, ABOUT 2
 LW2847'MI. SW OF THE TOWN OF NEWPORT, ON THE GOVERNMENT RESERVATION OF
 LW2847'FORT ADAMS, ON A ROCK OUTCROP LEDGE, AND ABOUT 5 FT. SW OF THE SW
 LW2847'CORNER OF THE FIRE-CONTROL BUILDING THAT IS ON THE LEDGE.  IT IS
 LW2847'IN THE APPROXIMATE CENTER OF THE TRIANGLE FORMED BY THREE HOLES,
 LW2847'IN A 3-1/2 FT. SQUARE CONCRETE SLAB, THAT ARE USED TO SUPPORT THE
 LW2847'LEGS OF A TRIPOD.  IT IS A STANDARD STATION DISK, STAMPED MET
 LW2847'STATION 1940 AND SET IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE
 LW2847'SLAB.
 LW2847'
 LW2847'IT WAS LOCATED BY TRAVERSE FROM STATION ADAMS.
 LW2847'
 LW2847'THIS IS A TRAVERSE STATION.
 LW2847
 LW2847                          STATION RECOVERY (2005)
 LW2847
 LW2847'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2847'NOT FOUND, THE FIRE CONTROL BUILDING AND THE CONCRETE SLAB HAVE BEEN
 LW2847'REMOVED AND THE MARK BELIEVED TO HAVE BEEN DESTROYED.
 LW2847' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5552 ***********************************************************************
 LW5552  CBN         -  This is a Cooperative Base Network Control Station.
 LW5552  DESIGNATION -  MI 001
 LW5552  PID         -  LW5552
 LW5552  STATE/COUNTY-  RI/NEWPORT
 LW5552  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW5552
 LW5552                         *CURRENT SURVEY CONTROL
 LW5552  ___________________________________________________________________
 LW5552* NAD 83(1996)-  41 31 36.19149(N)    071 16 32.05368(W)     ADJUSTED  
 LW5552* NAVD 88     -        54.1    (meters)     177.     (feet)  GPS OBS   
 LW5552  ___________________________________________________________________
 LW5552  X           -   1,535,111.892 (meters)                     COMP
 LW5552  Y           -  -4,528,933.208 (meters)                     COMP
 LW5552  Z           -   4,206,410.505 (meters)                     COMP
 LW5552  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 LW5552  ELLIP HEIGHT-          24.28  (meters)          (06/22/01) GPS OBS
 LW5552  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW5552
 LW5552  HORZ ORDER  -  A
 LW5552  ELLP ORDER  -  FOURTH    CLASS I
 LW5552
 LW5552.The horizontal coordinates were established by GPS observations
 LW5552.and adjusted by the National Geodetic Survey in June 2001..
 LW5552
 LW5552.The orthometric height was determined by GPS observations and a
 LW5552.high-resolution geoid model.
 LW5552
 LW5552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5552
 LW5552.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5552
 LW5552.The ellipsoidal height was determined by GPS observations
 LW5552.and is referenced to NAD 83.
 LW5552
 LW5552.The geoid height was determined by GEOID03.
 LW5552
 LW5552;                    North         East     Units Scale Factor Converg.
 LW5552;SPC RI       -    49,266.436   118,731.191   MT  0.99999807   +0 08 55.6
 LW5552;SPC RI       -   161,634.97    389,537.25   sFT  0.99999807   +0 08 55.6
 LW5552;UTM  19      - 4,599,730.827   310,146.541   MT  1.00004359   -1 30 32.7
 LW5552
 LW5552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5552!SPC RI       -   0.99999619  x   0.99999807  =   0.99999426
 LW5552!UTM  19      -   0.99999619  x   1.00004359  =   1.00003978
 LW5552
 LW5552                          SUPERSEDED SURVEY CONTROL
 LW5552
 LW5552  NAD 83(1996)-  41 31 36.19253(N)    071 16 32.05267(W) AD(       ) 3
 LW5552  ELLIP H (08/17/98)   24.23   (m)                       GP(       ) 4 1
 LW5552  NAD 83(1996)-  41 31 36.19215(N)    071 16 32.05229(W) AD(       ) 3
 LW5552  NAD 83(1992)-  41 31 36.19093(N)    071 16 32.05190(W) AD(       ) 3
 LW5552  ELLIP H (01/17/96)   24.18   (m)                       GP(       ) 4 2
 LW5552  NAD 83(1992)-  41 31 36.19041(N)    071 16 32.05159(W) AD(       ) 3
 LW5552  NAD 83(1986)-  41 31 36.19067(N)    071 16 32.04974(W) AD(       ) 3
 LW5552  NGVD 29 (07/30/91)   54.4    (m)          178.     (f) GPS OBS        
 LW5552
 LW5552.Superseded values are not recommended for survey control.
 LW5552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5552.See file dsdata.txt to determine how the superseded data were derived.
 LW5552
 LW5552_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1014799731(NAD 83)
 LW5552_MARKER: DD = SURVEY DISK
 LW5552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5552_SP_SET: CONCRETE POST
 LW5552_STAMPING: MI 001 1989
 LW5552_MARK LOGO: RIGS  
 LW5552_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5552+STABILITY: SURFACE MOTION
 LW5552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5552+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 LW5552
 LW5552  HISTORY     - Date     Condition        Report By
 LW5552  HISTORY     - 1989     MONUMENTED       RIGS
 LW5552  HISTORY     - 20000726 GOOD             RIDT
 LW5552  HISTORY     - 20021115 MARK NOT FOUND   RIDT
 LW5552
 LW5552                          STATION DESCRIPTION
 LW5552
 LW5552'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5552'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF MIDDLETOWN
 LW5552'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5552'SURVEY,401 277-2814.
 LW5552'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 138, EAST MAIN ROAD,
 LW5552'IN PORTSMOUTH AND STATE HIGHWAY 114, WEST MAIN ROAD IN MIDDLETOWN, GO
 LW5552'NORTH 2.40 KM (1.50 MI) ON HIGHWAY 138 TO THE STATION ON THE LEFT.
 LW5552'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5552'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 40.0
 LW5552'M (131.2 FT) NORTHEAST FROM A CATCH BASIN AT THE BEGINNING OF A CURVE
 LW5552'IN THE ROAD, 22.66 M (74.3 FT) FROM A CATCH BASIN WITH A STONE INLET,
 LW5552'17.65 M (57.9 FT) WEST NORTHWEST FROM AN NET+T UTILITY POLE 814, 8.65
 LW5552'M (28.4 FT) NORTHWEST FROM THE CENTERLINE OF HIGHWAY 138, 3.3 M
 LW5552'(10.8 FT) SOUTHEAST FROM THE SHRUB LINE OF RHODE ISLAND NURSERIES AND
 LW5552'0.15 M (0.5 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LW5552
 LW5552                          STATION RECOVERY (2000)
 LW5552
 LW5552'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW5552'THE STATION IS LOCATED IN MIDDLETOWN, RI ABOUT 0.95 MI (1.53 KM)
 LW5552'NORTHEAST OF MIDDLETOWN CENTER, 3.25 MI (5.23 KM) NORTHEAST OF
 LW5552'NEWPORT CENTER AND 5.95 MI (9.58 KM) SOUTH-SOUTHWEST OF
 LW5552'PORTSMOUTH CENTER IN STATE RIGHT-OF-WAY.  TO REACH FROM THE
 LW5552'INTERSECTION OF STATE HIGHWAY 138 (EAST MAIN ROAD) AND STATE
 LW5552'HIGHWAY 114 (WEST MAIN ROAD) IN MIDDLETOWN, GO NORTHBOUND ON
 LW5552'STATE HIGHWAY 138 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE LEFT NEAR
 LW5552'RHODE ISLAND NURSERIES.  A STANDARD RIGS DISK SET IN THE TOP OF A 30
 LW5552'CM DIAMETER ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS,
 LW5552'40.0 M (131.2 FT) NORTHEAST FROM A CATCH BASIN SOUTHBOUND AT THE
 LW5552'BEGINNING OF A CURVE IN THE ROAD, 22.7 M (74.5 FT) SOUTHWEST FROM A
 LW5552'CATCH BASIN WITH A STONE INLET SOUTHBOUND, 17.65 M (57.91 FT)
 LW5552'WEST-NORTHWEST FROM A NEW ENGLAND T AND T POLE NUMBER 814, 8.65
 LW5552'M (28.38 FT) NORTHWEST FROM THE CENTERLINE OF STATE HIGHWAY 138
 LW5552'AND ABOUT 0.15 M (0.49 FT) ABOVE HIGHWAY LEVEL.  DESCRIBED BY TOM
 LW5552'TAIT.
 LW5552'
 LW5552
 LW5552                          STATION RECOVERY (2002)
 LW5552
 LW5552'RECOVERY NOTE BY RI DEPT OF TRANSP 2002 (MJG)
 LW5552'FOUND CONCRETE REMAINS OF FOUNDATION TOP BROKEN OFF ABOUT 6 INCHES NO
 LW5552'DISK.
 LW5552'DESTROYED BY RECENT PLOWING OF ADJACENT LAND OWNER (RHODE ISLAND
 LW5552'NURSERIES).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2441 ***********************************************************************
 LW2441  DESIGNATION -  MIANTONOMY 1843
 LW2441  PID         -  LW2441
 LW2441  STATE/COUNTY-  RI/NEWPORT
 LW2441  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2441
 LW2441                         *CURRENT SURVEY CONTROL
 LW2441  ___________________________________________________________________
 LW2441* NAD 83(1996)-  41 30 36.87896(N)    071 18 35.73213(W)     ADJUSTED  
 LW2441* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 LW2441  ___________________________________________________________________
 LW2441  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LW2441  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW2441
 LW2441  HORZ ORDER  -  THIRD
 LW2441
 LW2441.The horizontal coordinates were established by classical geodetic methods
 LW2441.and adjusted by the National Geodetic Survey in August 1998..
 LW2441
 LW2441.The orthometric height was scaled from a topographic map.
 LW2441
 LW2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2441
 LW2441.The geoid height was determined by GEOID03.
 LW2441
 LW2441;                    North         East     Units Scale Factor Converg.
 LW2441;SPC RI       -    47,429.714   115,867.888   MT  0.99999685   +0 07 33.5
 LW2441;SPC RI       -   155,608.99    380,143.23   sFT  0.99999685   +0 07 33.5
 LW2441;UTM  19      - 4,597,977.606   307,231.152   MT  1.00005732   -1 31 53.0
 LW2441
 LW2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2441!SPC RI       -   0.99999737  x   0.99999685  =   0.99999422
 LW2441!UTM  19      -   0.99999737  x   1.00005732  =   1.00005469
 LW2441
 LW2441:                Primary Azimuth Mark                     Grid Az
 LW2441:SPC RI       -  NEWPORT ST MARYS CHURCH SPIRE            184 37 49.3
 LW2441:UTM  19      -  NEWPORT ST MARYS CHURCH SPIRE            186 17 15.8
 LW2441
 LW2441|---------------------------------------------------------------------|
 LW2441| PID    Reference Object                     Distance      Geod. Az  |
 LW2441|                                                           dddmmss.s |
 LW2441| LW2855 NEWPORT ST MARYS CHURCH SPIRE       APPROX. 2.9 KM 1844522.8 |
 LW2441| LW2871 LIME ROCKS LIGHTHOUSE               APPROX. 3.9 KM 2001619.6 |
 LW2441| LW2878 GOAT ISLAND LIGHTHOUSE              APPROX. 2.4 KM 2171524.5 |
 LW2441| LW2982 BEAVERTAIL LIGHTHOUSE               APPROX.10.1 KM 2275348.1 |
 LW2441| LW2454 GULL ROCKS LIGHTHOUSE               APPROX. 2.1 KM 2461136.8 |
 LW2441| LW2446 NAVAL COLLEGE DOME                  APPROX. 1.6 KM 2582231.4 |
 LW2441| LW2929 MC SPARRAN 1838                     APPROX.12.3 KM 2625049.0 |
 LW2441|---------------------------------------------------------------------|
 LW2441
 LW2441                          SUPERSEDED SURVEY CONTROL
 LW2441
 LW2441  NAD 83(1996)-  41 30 36.87863(N)    071 18 35.73148(W) AD(       ) 3
 LW2441  NAD 83(1992)-  41 30 36.87730(N)    071 18 35.73147(W) AD(       ) 3
 LW2441  NAD 83(1992)-  41 30 36.87679(N)    071 18 35.73109(W) AD(       ) 3
 LW2441  NAD 83(1986)-  41 30 36.87695(N)    071 18 35.72923(W) AD(       ) 3
 LW2441  NAD 27      -  41 30 36.51700(N)    071 18 37.54100(W) AD(       ) 3
 LW2441
 LW2441.Superseded values are not recommended for survey control.
 LW2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2441.See file dsdata.txt to determine how the superseded data were derived.
 LW2441
 LW2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0723197978(NAD 83)
 LW2441
 LW2441  HISTORY     - Date     Condition        Report By
 LW2441  HISTORY     - 1843     MONUMENTED       CGS
 LW2441
 LW2441                          STATION DESCRIPTION
 LW2441
 LW2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1843 (EB)
 LW2441'STATION REPORTED DESTROYED IN 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2440 ***********************************************************************
 LW2440  DESIGNATION -  MIANTONOMY 2
 LW2440  PID         -  LW2440
 LW2440  STATE/COUNTY-  RI/NEWPORT
 LW2440  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2440
 LW2440                         *CURRENT SURVEY CONTROL
 LW2440  ___________________________________________________________________
 LW2440* NAD 83(1996)-  41 30 38.29851(N)    071 18 36.22843(W)     ADJUSTED  
 LW2440* NAVD 88     -        47.4    (meters)     156.     (feet)  VERTCON   
 LW2440  ___________________________________________________________________
 LW2440  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LW2440  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW2440
 LW2440  HORZ ORDER  -  FIRST
 LW2440
 LW2440.The horizontal coordinates were established by classical geodetic methods
 LW2440.and adjusted by the National Geodetic Survey in August 1998..
 LW2440
 LW2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2440
 LW2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2440
 LW2440.The geoid height was determined by GEOID03.
 LW2440
 LW2440;                    North         East     Units Scale Factor Converg.
 LW2440;SPC RI       -    47,473.483   115,856.283   MT  0.99999684   +0 07 33.2
 LW2440;SPC RI       -   155,752.59    380,105.16   sFT  0.99999684   +0 07 33.2
 LW2440;UTM  19      - 4,598,021.695   307,220.817   MT  1.00005737   -1 31 53.4
 LW2440
 LW2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2440!SPC RI       -   0.99999726  x   0.99999684  =   0.99999410
 LW2440!UTM  19      -   0.99999726  x   1.00005737  =   1.00005463
 LW2440
 LW2440|---------------------------------------------------------------------|
 LW2440| PID    Reference Object                     Distance      Geod. Az  |
 LW2440|                                                           dddmmss.s |
 LW2440| CB7883 MIANTONOMY 2 RM 1                    19.717 METERS 01849     |
 LW2440| CB7884 MIANTONOMY 2 RM 2                    27.112 METERS 18518     |
 LW2440| LW2433 NEWPORT RADIO STA WADK W MAST       APPROX. 0.8 KM 1923208.1 |
 LW2440|---------------------------------------------------------------------|
 LW2440
 LW2440                          SUPERSEDED SURVEY CONTROL
 LW2440
 LW2440  NAD 83(1996)-  41 30 38.29812(N)    071 18 36.22785(W) AD(       ) 1
 LW2440  NAD 83(1992)-  41 30 38.29691(N)    071 18 36.22774(W) AD(       ) 1
 LW2440  NAD 83(1992)-  41 30 38.29638(N)    071 18 36.22736(W) AD(       ) 1
 LW2440  NAD 83(1986)-  41 30 38.29642(N)    071 18 36.22568(W) AD(       ) 1
 LW2440  NAD 27      -  41 30 37.92727(N)    071 18 38.04264(W) AD(       ) 1
 LW2440  NGVD 29 (07/19/86)   47.7    (m)          156.     (f) VERT ANG       
 LW2440
 LW2440.Superseded values are not recommended for survey control.
 LW2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2440.See file dsdata.txt to determine how the superseded data were derived.
 LW2440
 LW2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0722198022(NAD 83)
 LW2440_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2440_SETTING: 66 = SET IN ROCK OUTCROP
 LW2440_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW2440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2440+STABILITY: POSITION/ELEVATION WELL
 LW2440
 LW2440  HISTORY     - Date     Condition        Report By
 LW2440  HISTORY     - 1968     MONUMENTED       CGS
 LW2440
 LW2440                          STATION DESCRIPTION
 LW2440
 LW2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2440'STATION IS LOCATED ABOUT 1 MILE NORTH OF THE DOWNTOWN BUSINESS
 LW2440'SECTION OF NEWPORT, ON MIANTONOMY HILL IN THE MEMORIAL PARK JUST
 LW2440'SOUTH OF THE STONE MEMORIAL TOWER AND ON PROPERTY OWNED BY THE
 LW2440'CITY.
 LW2440'
 LW2440'TO REACH THE STATION FROM THE BROADWAY BRANCH POST OFFICE IN
 LW2440'NEWPORT, GO NORTHEAST ON BROADWAY STREET FOR 0.8 MILE TO A
 LW2440'CROSSROAD.  TURN LEFT AND GO WESTERLY ON ADMIRAL KLABFUS ROAD FOR
 LW2440'0.35 MILE TO HILLSIDE AVENUE.  TURN RIGHT AND GO NORTH ON HILLSIDE
 LW2440'AVENUE FOR ABOUT 300 FEET TO A CHAIN GATE AND ENTRANCE TO PARK ON
 LW2440'THE LEFT.  PASS THROUGH GATE, TURN RIGHT AND PASS THROUGH
 LW2440'ANOTHER GATE, THEN TURN LEFT AND GO WESTERLY FOR 0.05 MILE TO A
 LW2440'RIDGE.  TURN RIGHT AND GO NORTH ON THE RIDGE FOR 0.25 MILE TO THE
 LW2440'STONE MEMORIAL TOWER AND THE STATION AS DESCRIBED.
 LW2440'
 LW2440'ALL MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN BEDROCK.
 LW2440'
 LW2440'STATION MARK, STAMPED MIANTONOMY 2 1968, IS SET ABOUT 2 INCHES
 LW2440'BELOW THE GROUND SURFACE.  IT IS 121.8 FEET SOUTH OF THE WEST
 LW2440'NAMEPLATE ON THE SOUTH SIDE OF THE TOWER, 82.5 FEET SOUTHWEST
 LW2440'OF A TRIPLE TRUNK TRIANGLE BLAZED PINE TREE, 79.7 FEET
 LW2440'SOUTHEAST OF THE SOUTHEAST SIDE OF A LARGE TRIANGLE BLAZED OAK
 LW2440'TREE, 56.6 FEET NORTH OF THE NORTH SIDE OF A 15-INCH TRIANGLE
 LW2440'BLAZED OAK TREE AND 30 FEET EAST OF THE CENTER OF A DIM TRACK
 LW2440'ROAD.
 LW2440'
 LW2440'RM 1, STAMPED MIANTONOMY 2 NO 1 1968, IS SET FLUSH.  IT IS 61
 LW2440'FEET SOUTHEAST OF THE GATE ENTRANCE TO THE ROCK TOWER AND 49.2
 LW2440'FEET WEST OF THE WEST SIDE OF THE TRIPLE TRUNK TRIANGLE BLAZED
 LW2440'PINE TREE.
 LW2440'
 LW2440'RM 2, STAMPED MIANTONOMY 2 NO 2 1968, IS SET FLUSH.  IT IS 71
 LW2440'FEET NORTHWEST OF THE HIGHEST POINT OF THE RIDGE THAT PROJECTS 6
 LW2440'FEET, 38.5 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A TRIANGLE
 LW2440'BLAZED 15-INCH OAK TREE AND 21.5 FEET EAST OF THE CENTER OF THE
 LW2440'DIM TRACK ROAD.
 LW2440'
 LW2440'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3670 ***********************************************************************
 LW3670  DESIGNATION -  MICHELSON 2
 LW3670  PID         -  LW3670
 LW3670  STATE/COUNTY-  RI/PROVIDENCE
 LW3670  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3670
 LW3670                         *CURRENT SURVEY CONTROL
 LW3670  ___________________________________________________________________
 LW3670* NAD 83(1996)-  41 46 27.32416(N)    071 47 28.85838(W)     ADJUSTED  
 LW3670* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 LW3670  ___________________________________________________________________
 LW3670  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 LW3670  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW3670
 LW3670  HORZ ORDER  -  THIRD
 LW3670
 LW3670.The horizontal coordinates were established by classical geodetic methods
 LW3670.and adjusted by the National Geodetic Survey in August 1998..
 LW3670.No horizontal observational check was made to the station.
 LW3670
 LW3670.The orthometric height was scaled from a topographic map.
 LW3670
 LW3670.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3670
 LW3670.The geoid height was determined by GEOID03.
 LW3670
 LW3670;                    North         East     Units Scale Factor Converg.
 LW3670;SPC RI       -    76,776.026    75,776.481   MT  1.00000097   -0 11 38.8
 LW3670;SPC RI       -   251,889.35    248,610.00   sFT  1.00000097   -0 11 38.8
 LW3670;SPC CT       -   257,341.414   384,503.351   MT  0.99999194   +0 38 08.3
 LW3670;SPC CT       -   844,294.29  1,261,491.41   sFT  0.99999194   +0 38 08.3
 LW3670;UTM  19      - 4,628,479.155   268,001.344   MT  1.00026238   -1 51 37.5
 LW3670
 LW3670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3670!SPC RI       -   0.99997963  x   1.00000097  =   0.99998060
 LW3670!SPC CT       -   0.99997963  x   0.99999194  =   0.99997157
 LW3670!UTM  19      -   0.99997963  x   1.00026238  =   1.00024201
 LW3670
 LW3670|---------------------------------------------------------------------|
 LW3670| PID    Reference Object                     Distance      Geod. Az  |
 LW3670|                                                           dddmmss.s |
 LW3670| LW3665 MICHLESON                            33.393 METERS 05021     |
 LW3670| CB7886 MICHLESON RM 2                       15.517 METERS 08859     |
 LW3670| CB7888 MICHELSON 2 RM 4                      2.555 METERS 30103     |
 LW3670| LW3664 BOUNDARY MON W CT RI                 20.062 METERS 35145     |
 LW3670| LW3671 4067                                146.855 METERS 35445     |
 LW3670|---------------------------------------------------------------------|
 LW3670
 LW3670                          SUPERSEDED SURVEY CONTROL
 LW3670
 LW3670  NAD 83(1996)-  41 46 27.32356(N)    071 47 28.85799(W) AD(       ) 3
 LW3670  NAD 83(1992)-  41 46 27.32311(N)    071 47 28.85774(W) AD(       ) 3
 LW3670  NAD 83(1992)-  41 46 27.32297(N)    071 47 28.85811(W) AD(       ) 3
 LW3670  NAD 83(1986)-  41 46 27.32325(N)    071 47 28.85669(W) AD(       ) 3
 LW3670  NAD 27      -  41 46 26.96512(N)    071 47 30.60040(W) AD(       ) 3
 LW3670
 LW3670.Superseded values are not recommended for survey control.
 LW3670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3670.See file dsdata.txt to determine how the superseded data were derived.
 LW3670
 LW3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6800128479(NAD 83)
 LW3670_MARKER: DD = SURVEY DISK
 LW3670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3670+STABILITY: SURFACE MOTION
 LW3670
 LW3670  HISTORY     - Date     Condition        Report By
 LW3670  HISTORY     - 1972     MONUMENTED       NGS
 LW3670
 LW3670                          STATION DESCRIPTION
 LW3670
 LW3670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LW3670'STATION IS LOCATED ABOUT 3-1/2 MILES AIRLINE WEST-SOUTHWEST OF FOSTER
 LW3670'CENTER AND 1-1/2 MILES SOUTH OF U.S. HIGHWAY 6, ALONG EAST SIDE OF
 LW3670'THE CONNECTICUT-RHODE ISLAND BOUNDARY, ON PROPERTY OF MR. E
 LW3670'MICHELSON, ON TIMBERED HIGH GROUND, JUST NORTHWEST OF A GRAVEL
 LW3670'QUARRY.
 LW3670'
 LW3670'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LW3670'HIGHWAY 12 IN DANIELSON, CONN., GO EAST ON U.S. HIGHWAY 6 FOR 5.5
 LW3670'MILES.  TURN RIGHT ON CUCUMBER HILL RD. AND GO SOUTH FOR 1.5
 LW3670'MILES.  TURN RIGHT, THROUGH METAL GATE, AND FOLLOW TRACK ROAD
 LW3670'0.25 MILE TO GRAVEL QUARRY AND STATION JUST ABOVE, IN TIMBER.
 LW3670'
 LW3670'STATION MARK IS A STANDARD DISK STAMPED MICHELSON 2 1972, SET IN
 LW3670'THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH GROUND.
 LW3670'IT IS 45 FEET EAST OF STONE FENCE, 74 FEET SOUTHEAST OF STONE FENCE
 LW3670'CORNER, 3 FEET SOUTH OF A METAL WITNESS POST, 7 FEET EAST OF A
 LW3670'BRUSHEDOUT LINE SURVEYED AS THE STATE LINE, AND 65.89 FEET SOUTH
 LW3670'OF STATE LINE MON. W, A PROMINENT, SQUARE, STONE PILLAR.
 LW3670'
 LW3670'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MICHELSON NO
 LW3670'2 1937, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH
 LW3670'WITH GROUND.  4 FEET HIGHER THAN STATION MARK.  THE ARROW POINTS
 LW3670'TOWARD LOCATION OF OLD STATION.
 LW3670'
 LW3670'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED MICHELSON 2
 LW3670'NO 4 1972, CEMENTED IN A DRILL HOLE IN A 3-FOOT, FLAT BEDROCK SLAB
 LW3670'PROJECTING 4 INCHES.  IT IS 38 FEET EAST OF THE STONE FENCE AND 6
 LW3670'INCHES HIGHER THAN STATION MARK.
 LW3670'
 LW3670'STATE LINE MON. W IS A 14-INCH-SQUARE STONE POST PROJECTING 26
 LW3670'INCHES FROM GROUND, AND IS 35 FEET EAST OF THE STONE FENCE CORNER.
 LW3670'THE POST HAS THE FOLLOWING CARVED INTO THE SIDES--RI ON EAST SIDE,
 LW3670'C ON WEST SIDE, K ON NORTH SIDE AND S ON SOUTH SIDE.
 LW3670'
 LW3670'TRAVERSE MON. 4067 (CONN. G.S.) IS A BRONZE AND STATE
 LW3670'SURVEY DISK, STAMPED 4067, CEMENTED IN A DRILL HOLE IN THE POINTED
 LW3670'TOP OF A 30-INCH BOULDER PROJECTING 1 FOOT FROM GROUND.  IT IS IN A
 LW3670'LOW AREA, 31 FEET EAST OF OLD STONE FENCE, 9 FEET SOUTH OF A METAL
 LW3670'WITNESS SIGN NAILED ONTO A 10-INCH MAPLE, 481.81 FEET NORTH OF
 LW3670'STATION AND 30.58 FEET LOWER THAN STATION.
 LW3670'
 LW3670'R.M. NO. 4 TO STATE LINE MON. W = 18.592 M, 60.993 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3665 ***********************************************************************
 LW3665  DESIGNATION -  MICHLESON
 LW3665  PID         -  LW3665
 LW3665  STATE/COUNTY-  RI/PROVIDENCE
 LW3665  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3665
 LW3665                         *CURRENT SURVEY CONTROL
 LW3665  ___________________________________________________________________
 LW3665* NAD 83(1996)-  41 46 28.01484(N)    071 47 27.74516(W)     ADJUSTED  
 LW3665* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 LW3665  ___________________________________________________________________
 LW3665  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 LW3665  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW3665
 LW3665  HORZ ORDER  -  SECOND
 LW3665
 LW3665.The horizontal coordinates were established by classical geodetic methods
 LW3665.and adjusted by the National Geodetic Survey in August 1998..
 LW3665
 LW3665.The orthometric height was scaled from a topographic map.
 LW3665
 LW3665.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3665
 LW3665.The geoid height was determined by GEOID03.
 LW3665
 LW3665;                    North         East     Units Scale Factor Converg.
 LW3665;SPC RI       -    76,797.248    75,802.263   MT  1.00000095   -0 11 38.0
 LW3665;SPC RI       -   251,958.97    248,694.59   sFT  1.00000095   -0 11 38.0
 LW3665;SPC CT       -   257,363.007   384,528.823   MT  0.99999195   +0 38 09.1
 LW3665;SPC CT       -   844,365.13  1,261,574.98   sFT  0.99999195   +0 38 09.1
 LW3665;UTM  19      - 4,628,499.624   268,027.740   MT  1.00026223   -1 51 36.8
 LW3665
 LW3665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3665!SPC RI       -   0.99997916  x   1.00000095  =   0.99998011
 LW3665!SPC CT       -   0.99997916  x   0.99999195  =   0.99997111
 LW3665!UTM  19      -   0.99997916  x   1.00026223  =   1.00024138
 LW3665
 LW3665|---------------------------------------------------------------------|
 LW3665| PID    Reference Object                     Distance      Geod. Az  |
 LW3665|                                                           dddmmss.s |
 LW3665| CB7885 MICHLESON RM 1                       22.858 METERS 10915     |
 LW3665| CB7886 MICHLESON RM 2                       23.382 METERS 20552     |
 LW3665| LW3670 MICHELSON 2                          33.393 METERS 23021     |
 LW3665| LW3657 BITGOOD                             APPROX. 2.7 KM 2463426.0 |
 LW3665| LW3664 BOUNDARY MON W CT RI                 28.626 METERS 26705     |
 LW3665| CB7887 MICHLESON RM 3                       27.861 METERS 33646     |
 LW3665| LW3671 4067                                130.921 METERS 34236     |
 LW3665|---------------------------------------------------------------------|
 LW3665
 LW3665                          SUPERSEDED SURVEY CONTROL
 LW3665
 LW3665  NAD 83(1996)-  41 46 28.01424(N)    071 47 27.74476(W) AD(       ) 2
 LW3665  NAD 83(1992)-  41 46 28.01379(N)    071 47 27.74452(W) AD(       ) 2
 LW3665  NAD 83(1992)-  41 46 28.01365(N)    071 47 27.74489(W) AD(       ) 2
 LW3665  NAD 83(1986)-  41 46 28.01393(N)    071 47 27.74348(W) AD(       ) 2
 LW3665  NAD 27      -  41 46 27.65580(N)    071 47 29.48719(W) AD(       ) 2
 LW3665
 LW3665.Superseded values are not recommended for survey control.
 LW3665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3665.See file dsdata.txt to determine how the superseded data were derived.
 LW3665
 LW3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6802828500(NAD 83)
 LW3665_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3665+STABILITY: SURFACE MOTION
 LW3665
 LW3665  HISTORY     - Date     Condition        Report By
 LW3665  HISTORY     - 1937     MONUMENTED       CTGS
 LW3665  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LW3665
 LW3665                          STATION DESCRIPTION
 LW3665
 LW3665'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3665'STATION IS ON THE LAND OF W. MICHLESON, ABOUT 5-1/4 MILES
 LW3665'EAST-SOUTHEAST OF DANIELSON, ABOUT 1.6 MILES SOUTH OF ROUTE 6
 LW3665'AT THE STATE LINE.  IT IS ON HIGH GROUND AMONGST 25-FOOT WHITE
 LW3665'PINES.  IT IS A STANDARD DISK STAMPED MICHLESON-1937 SET IN A
 LW3665'SQUARE CONCRETE POST, THE TOP BEING FLUSH WITH THE GROUND.
 LW3665'
 LW3665'THE CONN.-R.I. STATE BOUND W IS A FIELD GRANITE SQUARE STONE 2
 LW3665'FEET HIGH AND 14 FEET SQUARE (AN OLD MARKER ABOUT THE SAME SIZE
 LW3665'LEANS AGAINST THE NEW MARKER ON THE NORTH SIDE).  THE BOUND
 LW3665'(NEW) IS 40 FEET EAST OF A T STONE WALL, AND 93.84 FEET WEST OF
 LW3665'STATION.  THE POINT OBSERVED ON WAS A 1/2-INCH DRILL HOLE ON THE
 LW3665'TOP OF THE MARKER, STAMPED S-K-R.I.-CONN. ON ITS 4 SIDES.
 LW3665'
 LW3665'TO REACH FROM THE R.I.-CONN. STATE LINE ON ROUTE 6 GO WEST ON
 LW3665'ROUTE 6 FOR 1.2 MILES TO TAR CROSS ROAD.  TURN LEFT (SOUTH) ON
 LW3665'TAR ROAD, GO 1.4 MILES SOUTH-SOUTHEAST TO END OF TAR.  CONTINUE
 LW3665'STRAIGHT (SOUTHEAST) ON DIRT ROAD 0.3 MILE TO OLD BARN ON LEFT
 LW3665'(NORTH).  THIS BARN IS 1000 FEET WEST OF 2-STORY WHITE FRAME
 LW3665'HOUSE, AND 600 FEET EAST OF 1-1/2 STORY RED HOUSE.  TURN INTO
 LW3665'DRIVE, IN FRONT OF BARN, AND TURN SHARP LEFT THRU STONE WALL
 LW3665'AND GO ACROSS OPEN FIELD (WEST-NORTHWEST) TOWARD RED HOUSE.
 LW3665'TAKE DRIVE, (WITH OLD BARN IN REAR) JUST EAST OF HOUSE, NORTH
 LW3665'THRU BAR GATE, TAKE DIM ROAD, 700 FEET NORTHEAST TO OPENING
 LW3665'IN STONE WALL, CONTINUE NORTHEAST ANOTHER 700 FEET TO OPENING
 LW3665'IN 2ND STONE WALL.  GO DUE EAST 200 FEET TO 3RD STONE WALL
 LW3665'AND PARK TRUCK HERE AND FOLLOW THIS STONE WALL NORTH 200
 LW3665'FEET TO T WALL.  STATION IS 150 FEET EAST ON THE HIGHEST
 LW3665'GROUND, AMONGST 25-FOOT PINES.
 LW3665'
 LW3665'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3665'SET IN CONCRETE AND IN OUTCROPPING BEDROCK, NOTE 1A AND 12A.
 LW3665'
 LW3665'REFERENCE MARK NO. 1 IS STANDARD DISK STAMPED MICHLESON-1937-NO. 1
 LW3665'SET IN CONCRETE POST, 74.98 FEET EAST OF STATION.  REFERENCE MARK
 LW3665'NO. 2 IS A STANDARD DISK STAMPED MICHELSON-1937-NO. 2 SET IN
 LW3665'CONCRETE POST, 76.74 FEET SOUTHWEST OF STATION.  REFERENCE MARK
 LW3665'NO. 3 IS A STANDARD DISK STAMPED MICHELSON-1937-NO. 3 SET IN
 LW3665'BOULDER 3 FEET LONG, 2 FEET WIDE, 1 FOOT HIGH, AND ABOUT 25 FEET
 LW3665'BELOW THE LEVEL OF THE STATION.  IT IS 94.92 FEET
 LW3665'NORTH-NORTHWEST OF STATION.
 LW3665'
 LW3665'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 LW3665
 LW3665                          STATION RECOVERY (1972)
 LW3665
 LW3665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LW3665'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 LW3665'HOWEVER THE HILL IS TO BE REMOVED FOR GRAVEL AND STATION WOULD
 LW3665'BE DESTROYED, SO A NEW STATION, MICHELSON 2, WAS ESTABLISHED
 LW3665'NEARBY.  THE OLD STATION DISK WAS THEN REMOVED, BUT THE REFERENCE
 LW3665'MARKS WERE LEFT IN PLACE.  A TIE WAS MADE FROM MICHELSON 2 TO
 LW3665'RM NO. 2.
 LW3665'
 LW3665'FOR MORE INFORMATION, SEE DESCRIPTION FOR MICHELSON 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3149 ***********************************************************************
 LW3149  DESIGNATION -  MID
 LW3149  PID         -  LW3149
 LW3149  STATE/COUNTY-  RI/WASHINGTON
 LW3149  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3149
 LW3149                         *CURRENT SURVEY CONTROL
 LW3149  ___________________________________________________________________
 LW3149* NAD 83(1996)-  41 11 16.04735(N)    071 35 42.10597(W)     ADJUSTED  
 LW3149* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW3149  ___________________________________________________________________
 LW3149  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 LW3149  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW3149
 LW3149  HORZ ORDER  -  THIRD
 LW3149
 LW3149.The horizontal coordinates were established by classical geodetic methods
 LW3149.and adjusted by the National Geodetic Survey in August 1998..
 LW3149
 LW3149.The orthometric height was scaled from a topographic map.
 LW3149
 LW3149.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3149
 LW3149.The geoid height was determined by GEOID03.
 LW3149
 LW3149;                    North         East     Units Scale Factor Converg.
 LW3149;SPC RI       -    11,604.980    92,027.466   MT  0.99999453   -0 03 45.3
 LW3149;SPC RI       -    38,074.01    301,926.78   sFT  0.99999453   -0 03 45.3
 LW3149;UTM  19      - 4,562,850.763   282,364.653   MT  1.00018297   -1 42 34.5
 LW3149
 LW3149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3149!SPC RI       -   1.00000345  x   0.99999453  =   0.99999798
 LW3149!UTM  19      -   1.00000345  x   1.00018297  =   1.00018642
 LW3149
 LW3149|---------------------------------------------------------------------|
 LW3149| PID    Reference Object                     Distance      Geod. Az  |
 LW3149|                                                           dddmmss.s |
 LW3149| LW3096 MIDDLE REAR TARGET 1954             203.247 METERS 12020     |
 LW3149| LW3108 ALVES                               APPROX. 0.9 KM 1971713.6 |
 LW3149| LW3104 SANDY HILL                          384.312 METERS 21809     |
 LW3149| CB7890 MID RM 2                              6.205 METERS 26957     |
 LW3149| LW3148 MIDDLE FRONT TARGET 1954              5.153 METERS 30016     |
 LW3149| CB7889 MID RM 1                              5.925 METERS 33054     |
 LW3149|---------------------------------------------------------------------|
 LW3149
 LW3149                          SUPERSEDED SURVEY CONTROL
 LW3149
 LW3149  NAD 83(1996)-  41 11 16.04549(N)    071 35 42.10472(W) AD(       ) 3
 LW3149  NAD 83(1992)-  41 11 16.04544(N)    071 35 42.10484(W) AD(       ) 3
 LW3149  NAD 83(1992)-  41 11 16.04451(N)    071 35 42.10577(W) AD(       ) 3
 LW3149  NAD 83(1986)-  41 11 16.04566(N)    071 35 42.10565(W) AD(       ) 3
 LW3149  NAD 27      -  41 11 15.67700(N)    071 35 43.89600(W) AD(       ) 3
 LW3149
 LW3149.Superseded values are not recommended for survey control.
 LW3149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3149.See file dsdata.txt to determine how the superseded data were derived.
 LW3149
 LW3149_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8236562851(NAD 83)
 LW3149_MARKER: DS = TRIANGULATION STATION DISK
 LW3149_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW3149_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW3149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3149
 LW3149  HISTORY     - Date     Condition        Report By
 LW3149  HISTORY     - 1954     MONUMENTED       CGS
 LW3149
 LW3149                          STATION DESCRIPTION
 LW3149
 LW3149'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FBQ)
 LW3149'STATION IS LOCATED ON THE W SIDE OF BLOCK ISLAND, ABOUT 1400
 LW3149'YD. S OF THE N ENTRANCE LIGHT TO GREAT SALT POND.  STATION IS 16
 LW3149'M. INSHORE FROM THE BLUFFS, 5 M. INSHORE FROM THE MIDDLE FRONT
 LW3149'RANGE MARKER OF THE MEASURED MILE SPEED COURSE.  STATION MARK IS
 LW3149'A STANDARD BRONZE DISK, STAMPED MID 1954.  MARK IS SET IN A
 LW3149'CONCRETE-FILLED TILE PIPE WHICH PROJECTS 4 IN. ABOVE THE
 LW3149'GROUND.  THE BELL END OF THE PIPE IS BELOW GROUND, CONCRETE
 LW3149'COLLARS WERE POURED AROUND UNDER GROUND AND ABOVE GROUND ENDS
 LW3149'OF THE PIPE.
 LW3149'
 LW3149'REFERENCE MARK 1 IS A STANDARD BRONZE DISK, STAMPED MID 1 AND
 LW3149'SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE N BRACE TO
 LW3149'THE FRONT RANGE TARGET, DISTANCE 5.925 M.
 LW3149'
 LW3149'REFERENCE MARK 2 IS A STANDARD BRONZE DISK, STAMPED MID 2 AND
 LW3149'SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE S BRACE TO
 LW3149'THE FRONT RANGE TARGET, DISTANCE 6.205 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2709 ***********************************************************************
 LW2709  DESIGNATION -  MINERAL
 LW2709  PID         -  LW2709
 LW2709  STATE/COUNTY-  RI/PROVIDENCE
 LW2709  USGS QUAD   -  PROVIDENCE (1975)
 LW2709
 LW2709                         *CURRENT SURVEY CONTROL
 LW2709  ___________________________________________________________________
 LW2709* NAD 83(1996)-  41 51 42.75217(N)    071 27 45.05881(W)     ADJUSTED  
 LW2709* NAVD 88     -        94.8    (meters)     311.     (feet)  VERTCON   
 LW2709  ___________________________________________________________________
 LW2709  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW2709  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW2709
 LW2709  HORZ ORDER  -  FIRST
 LW2709
 LW2709.The horizontal coordinates were established by classical geodetic methods
 LW2709.and adjusted by the National Geodetic Survey in August 1998..
 LW2709
 LW2709.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2709
 LW2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2709
 LW2709.The geoid height was determined by GEOID03.
 LW2709
 LW2709;                    North         East     Units Scale Factor Converg.
 LW2709;SPC RI       -    86,467.423   103,112.238   MT  0.99999387   +0 01 30.1
 LW2709;SPC RI       -   283,685.20    338,294.07   sFT  0.99999387   +0 01 30.1
 LW2709;SPC MA M     -   845,728.593   203,112.201   MT  0.99998193   +0 01 30.6
 LW2709;SPC MA M     - 2,774,694.56    666,377.28   sFT  0.99998193   +0 01 30.6
 LW2709;UTM  19      - 4,637,372.640   295,612.822   MT  1.00011407   -1 38 38.0
 LW2709
 LW2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2709!SPC RI       -   0.99998977  x   0.99999387  =   0.99998364
 LW2709!SPC MA M     -   0.99998977  x   0.99998193  =   0.99997170
 LW2709!UTM  19      -   0.99998977  x   1.00011407  =   1.00010383
 LW2709
 LW2709:                Primary Azimuth Mark                     Grid Az
 LW2709:SPC RI       -  LINCOLN TOWN MUNICIPAL TANK              048 44 39.8
 LW2709:SPC MA M     -  LINCOLN TOWN MUNICIPAL TANK              048 44 39.3
 LW2709:UTM  19      -  LINCOLN TOWN MUNICIPAL TANK              050 24 47.9
 LW2709
 LW2709|---------------------------------------------------------------------|
 LW2709| PID    Reference Object                     Distance      Geod. Az  |
 LW2709|                                                           dddmmss.s |
 LW2709| LW2744 LINCOLN TOWN MUNICIPAL TANK         APPROX. 4.3 KM 0484609.9 |
 LW2709| LW5745 MINERAL RM 2                          8.616 METERS 13249     |
 LW2709| LW2672 INDUSTRIAL                          APPROX. 6.0 KM 1340619.3 |
 LW2709| LW2704 PROVIDENCE OUR LADY FATIMA TK       APPROX. 0.8 KM 1683601.3 |
 LW2709| LW2698 PROVIDENCE RAD STA WPJB FM TWR      APPROX. 6.2 KM 1853334.5 |
 LW2709| LW2703 JOHNSTON EAGLE BATTERY CO MAST      APPROX. 6.0 KM 1871529.5 |
 LW2709| CB7895 MINERAL RM 1                         20.123 METERS 20957     |
 LW2709|---------------------------------------------------------------------|
 LW2709
 LW2709                          SUPERSEDED SURVEY CONTROL
 LW2709
 LW2709  NAD 83(1996)-  41 51 42.75196(N)    071 27 45.05872(W) AD(       ) 1
 LW2709  NAD 83(1992)-  41 51 42.75076(N)    071 27 45.05788(W) AD(       ) 1
 LW2709  NAD 83(1992)-  41 51 42.75061(N)    071 27 45.05794(W) AD(       ) 1
 LW2709  NAD 83(1986)-  41 51 42.74987(N)    071 27 45.05755(W) AD(       ) 1
 LW2709  NAD 27      -  41 51 42.39179(N)    071 27 46.84373(W) AD(       ) 1
 LW2709  NGVD 29 (07/19/86)   95.0    (m)          312.     (f) VERT ANG       
 LW2709
 LW2709.Superseded values are not recommended for survey control.
 LW2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2709.See file dsdata.txt to determine how the superseded data were derived.
 LW2709
 LW2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9561337373(NAD 83)
 LW2709_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2709_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2709+STABILITY: SURFACE MOTION
 LW2709
 LW2709  HISTORY     - Date     Condition        Report By
 LW2709  HISTORY     - 1968     MONUMENTED       CGS
 LW2709  HISTORY     - 1987     GOOD             RIGS
 LW2709  HISTORY     - 1987     GOOD             RIGS
 LW2709
 LW2709                          STATION DESCRIPTION
 LW2709
 LW2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2709'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF PROVIDENCE, 1
 LW2709'MILE EAST OF CENTERDALE AND AT THE SITE OF PROVIDENCE WATER
 LW2709'SUPPLY BOARDS LONGVIEW RESERVOIR.
 LW2709'
 LW2709'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND
 LW2709'15, 2 MILES EAST OF CENTERDALE, GO WEST ON HIGHWAY 15 FOR 0.55
 LW2709'MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR
 LW2709'0.1 MILE TO A GATE ON THE RIGHT.  TURN RIGHT AND GO EAST, SOUTH
 LW2709'AND EAST ON THE RESERVOIR DRIVEWAY TO THE TOP OF THE RESERVOIR
 LW2709'AND THE STATION ON THE LEFT AS DESCRIBED.
 LW2709'
 LW2709'STATION MARK, STAMPED MINERAL 1968 IS SET IN THE TOP OF A ROUND
 LW2709'CONCRETE MONUMENT WHICH IS SET 2 INCHES BELOW THE GROUND
 LW2709'SURFACE.  THE UNDERGROUND MARK IS SET IN A DRILL HOLE IN THE TOP
 LW2709'OF THE CONCRETE RESERVOIR 26 INCHES BELOW THE GROUND SURFACE.  IT
 LW2709'IS 33 FEET NORTH OF THE CENTER OF THE PAVED DRIVEWAY, 15.5 FEET
 LW2709'WEST OF THE NORTHWEST CORNER OF A SMALL BRICK BUILDING AND 5
 LW2709'FEET NORTH OF THE NORTH EDGE OF A SMALL PARKING AREA.
 LW2709'
 LW2709'RM 1, STAMPED MINERAL NO 1 1968 IS SET IN THE TOP OF A ROUND
 LW2709'CONCRETE MONUMENT WHICH IS SET 2 INCHES BELOW THE GROUND
 LW2709'SURFACE.  IT IS 66 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LW2709'BRICK BUILDING AND 12 FEET SOUTH OF THE CENTER OF THE PAVED
 LW2709'DRIVEWAY.
 LW2709'
 LW2709'RM 2, STAMPED MINERAL NO 2 1968 IS SET IN A DRILL HOLE IN THE
 LW2709'CONCRETE FOOTING OF A SMALL MAST.  IT IS FLUSH WITH THE GROUND
 LW2709'SURFACE.  IT IS 10 FEET NORTH OF THE CENTER OF THE PAVED
 LW2709'DRIVEWAY AND 2.8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 LW2709'BRICK BUILDING.
 LW2709'
 LW2709'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW2709
 LW2709                          STATION RECOVERY (1987)
 LW2709
 LW2709'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2709'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2709'
 LW2709'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2709
 LW2709                          STATION RECOVERY (1987)
 LW2709
 LW2709'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2709'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2709'
 LW2709'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5745 ***********************************************************************
 LW5745  DESIGNATION -  MINERAL RM 2
 LW5745  PID         -  LW5745
 LW5745  STATE/COUNTY-  RI/PROVIDENCE
 LW5745  USGS QUAD   -  PROVIDENCE (1975)
 LW5745
 LW5745                         *CURRENT SURVEY CONTROL
 LW5745  ___________________________________________________________________
 LW5745* NAD 83(1996)-  41 51 42.56235(N)    071 27 44.78481(W)     ADJUSTED  
 LW5745* NAVD 88     -        94.9    (meters)     311.     (feet)  VERTCON   
 LW5745  ___________________________________________________________________
 LW5745  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW5745  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW5745
 LW5745  HORZ ORDER  -  SECOND
 LW5745
 LW5745.The horizontal coordinates were established by classical geodetic methods
 LW5745.and adjusted by the National Geodetic Survey in August 1998..
 LW5745
 LW5745.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5745
 LW5745.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5745
 LW5745.The geoid height was determined by GEOID03.
 LW5745
 LW5745;                    North         East     Units Scale Factor Converg.
 LW5745;SPC RI       -    86,461.569   103,118.560   MT  0.99999387   +0 01 30.2
 LW5745;SPC RI       -   283,666.00    338,314.81   sFT  0.99999387   +0 01 30.2
 LW5745;SPC MA M     -   845,722.739   203,118.523   MT  0.99998194   +0 01 30.8
 LW5745;SPC MA M     - 2,774,675.35    666,398.02   sFT  0.99998194   +0 01 30.8
 LW5745;UTM  19      - 4,637,366.604   295,618.972   MT  1.00011404   -1 38 37.8
 LW5745
 LW5745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5745!SPC RI       -   0.99998975  x   0.99999387  =   0.99998362
 LW5745!SPC MA M     -   0.99998975  x   0.99998194  =   0.99997169
 LW5745!UTM  19      -   0.99998975  x   1.00011404  =   1.00010379
 LW5745
 LW5745                          SUPERSEDED SURVEY CONTROL
 LW5745
 LW5745  NAD 83(1996)-  41 51 42.56214(N)    071 27 44.78472(W) AD(       ) 2
 LW5745  NAD 83(1992)-  41 51 42.56094(N)    071 27 44.78389(W) AD(       ) 2
 LW5745  NAD 83(1992)-  41 51 42.56080(N)    071 27 44.78395(W) AD(       ) 2
 LW5745  NAD 83(1986)-  41 51 42.56006(N)    071 27 44.78356(W) AD(       ) 2
 LW5745  NGVD 29 (12/24/91)   95.1    (m)          312.     (f) VERT ANG       
 LW5745
 LW5745.Superseded values are not recommended for survey control.
 LW5745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5745.See file dsdata.txt to determine how the superseded data were derived.
 LW5745
 LW5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9561937367(NAD 83)
 LW5745_MARKER: DR = REFERENCE MARK DISK
 LW5745_SETTING: 0 = UNSPECIFIED SETTING
 LW5745_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5745
 LW5745  HISTORY     - Date     Condition        Report By
 LW5745  HISTORY     - 1986     MONUMENTED       NGS
 LW5745  HISTORY     - 1987     GOOD             RIGS
 LW5745
 LW5745                          STATION DESCRIPTION
 LW5745
 LW5745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (LMC)
 LW5745'THE STATION IS LOCATED ABOUT 5.0 KM (3.0 MI)
 LW5745'NORTHEAST OF PROVIDENCE,
 LW5745'1.6 KM (1.0 MI) EAST OF CENTERDALE, AND AT THE SITE OF THE LONGVIEW
 LW5745'RESERVOIR.
 LW5745'OWNERSHIP--PROVIDENCE WATER SUPPLY BOARD.
 LW5745'
 LW5745'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 15 GO
 LW5745'EAST FOR 0.9 KM (.55 MI) ON HIGHWAY 15 TO THE INTERSECTION OF
 LW5745'MINERAL SPRINGS AVENUE AND SMITHFIELD ROAD.
 LW5745'TURN RIGHT AND GO NORTH FOR 0.2 KM (.1 MI) ON SMITHFIELD ROAD TO A
 LW5745'GATE IN THE CHAIN LINK FENCE.  TURN RIGHT PASSING THROUGH THE GATE,
 LW5745'AND PROCEED UP THE HILL TO THE TOP OF THE RESERVOIR TO THE STATION.
 LW5745'
 LW5745'THE STATION IS A STANDARD NGS  DISK
 LW5745'STAMPED---MINERAL NO 2 1968---,
 LW5745'SET INTO A DRILL HOLE IN THE CONCRETE FOOTING FOR A SMALL RADIO
 LW5745'ANTENNAE MAST.
 LW5745'8.6 METERS (28.3 FT) NORTHEAST FROM THE NGS TRIANGULATION STATION
 LW5745'DISK,
 LW5745'3 METERS (10 FT) NORTH FROM THE CENTER OF THE PAVED DRIVEWAY,
 LW5745'0.8 METERS (2.8 FT) SOUTH FROM THE SOUTHEAST CORNER OF A BRICK
 LW5745'BUILDING.
 LW5745'
 LW5745'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5745
 LW5745                          STATION RECOVERY (1987)
 LW5745
 LW5745'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5745'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW5745'
 LW5745'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1379 ***********************************************************************
 LW1379  DESIGNATION -  MISHNOCK
 LW1379  PID         -  LW1379
 LW1379  STATE/COUNTY-  RI/KENT
 LW1379  USGS QUAD   -  CROMPTON (1995)
 LW1379
 LW1379                         *CURRENT SURVEY CONTROL
 LW1379  ___________________________________________________________________
 LW1379* NAD 83(1996)-  41 39 02.23159(N)    071 36 25.67429(W)     ADJUSTED  
 LW1379* NAVD 88     -       105.728  (meters)     346.88   (feet)  ADJUSTED  
 LW1379  ___________________________________________________________________
 LW1379  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 LW1379  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW1379  DYNAMIC HT  -         105.691 (meters)     346.75  (feet)  COMP
 LW1379  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 LW1379
 LW1379  HORZ ORDER  -  FIRST
 LW1379  VERT ORDER  -  SECOND    CLASS 0
 LW1379
 LW1379.The horizontal coordinates were established by classical geodetic methods
 LW1379.and adjusted by the National Geodetic Survey in August 1998..
 LW1379
 LW1379.The orthometric height was determined by differential leveling
 LW1379.and adjusted by the National Geodetic Survey in June 1991..
 LW1379
 LW1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1379
 LW1379.The geoid height was determined by GEOID03.
 LW1379
 LW1379.The dynamic height is computed by dividing the NAVD 88
 LW1379.geopotential number by the normal gravity value computed on the
 LW1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1379.degrees latitude (g = 980.6199 gals.).
 LW1379
 LW1379.The modeled gravity was interpolated from observed gravity values.
 LW1379
 LW1379;                    North         East     Units Scale Factor Converg.
 LW1379;SPC RI       -    63,008.568    91,075.722   MT  0.99999473   -0 04 16.3
 LW1379;SPC RI       -   206,720.61    298,804.26   sFT  0.99999473   -0 04 16.3
 LW1379;UTM  19      - 4,614,270.007   282,897.621   MT  1.00018006   -1 44 00.0
 LW1379
 LW1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1379!SPC RI       -   0.99998813  x   0.99999473  =   0.99998286
 LW1379!UTM  19      -   0.99998813  x   1.00018006  =   1.00016819
 LW1379
 LW1379:                Primary Azimuth Mark                     Grid Az
 LW1379:SPC RI       -  COVENTRY LINWOOD LACE WORKS TK           057 43 50.8
 LW1379:UTM  19      -  COVENTRY LINWOOD LACE WORKS TK           059 23 34.5
 LW1379
 LW1379|---------------------------------------------------------------------|
 LW1379| PID    Reference Object                     Distance      Geod. Az  |
 LW1379|                                                           dddmmss.s |
 LW1379| LW3520 COVENTRY LINWOOD LACE WORKS TK      APPROX. 3.9 KM 0573934.5 |
 LW1379| LW1381 MISHNOCK RM 3                        20.801 METERS 09807     |
 LW1379| LW5175 MISHNOCK RM 4                        23.814 METERS 13201     |
 LW1379| LW1380 MISHNOCK RM 1                        25.060 METERS 16057     |
 LW1379| LW1382 MISHNOCK AZ MK                      329.267 METERS 27037     |
 LW1379| LW1378 MISHNOCK RM 2                        28.773 METERS 31503     |
 LW1379|---------------------------------------------------------------------|
 LW1379
 LW1379                          SUPERSEDED SURVEY CONTROL
 LW1379
 LW1379  NAD 83(1996)-  41 39 02.23055(N)    071 36 25.67377(W) AD(       ) 1
 LW1379  NAD 83(1992)-  41 39 02.23027(N)    071 36 25.67355(W) AD(       ) 1
 LW1379  NAD 83(1992)-  41 39 02.22962(N)    071 36 25.67362(W) AD(       ) 1
 LW1379  NAD 83(1986)-  41 39 02.22960(N)    071 36 25.67345(W) AD(       ) 1
 LW1379  NAD 27      -  41 39 01.86783(N)    071 36 27.44470(W) AD(       ) 1
 LW1379  NGVD 29 (??/??/92)  105.981  (m)          347.71   (f) ADJ UNCH    2 0
 LW1379
 LW1379.Superseded values are not recommended for survey control.
 LW1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1379.See file dsdata.txt to determine how the superseded data were derived.
 LW1379
 LW1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8289814270(NAD 83)
 LW1379_MARKER: DS = TRIANGULATION STATION DISK
 LW1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1379_STAMPING: MISHNOCK 1968
 LW1379_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1379+STABILITY: SURFACE MOTION
 LW1379
 LW1379  HISTORY     - Date     Condition        Report By
 LW1379  HISTORY     - 1969     MONUMENTED       CGS
 LW1379  HISTORY     - 1969     GOOD             NGS
 LW1379  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LW1379  HISTORY     - 1972     GOOD             NGS
 LW1379  HISTORY     - 1984     GOOD             RIGS
 LW1379  HISTORY     - 1985     GOOD             LOCSUR
 LW1379  HISTORY     - 1987     GOOD             USPSQD
 LW1379  HISTORY     - 19900331 GOOD             USPSQD
 LW1379
 LW1379                          STATION DESCRIPTION
 LW1379
 LW1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW1379'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF DOWNTOWN PROVIDENCE,
 LW1379'4 MILES SOUTHWEST OF WASHINGTON AND COVENTRY, 2 MILES NORTHEAST
 LW1379'OF NOOSENECK, AT THE JUNCTION OF STATE HIGHWAY 3 AND INTERSTATE
 LW1379'HIGHWAY 95 AND ON PROPERTY OWNED BY THE STATE OF RHODE ISLAND.
 LW1379'
 LW1379'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 3 AND 33 ABOUT 1
 LW1379'MILE SOUTHEAST OF THE WASHINGTON-COVENTRY POST OFFICE, GO
 LW1379'SOUTHWEST AND SOUTH ON STATE HIGHWAY 3 FOR 3.6 MILES TO THE
 LW1379'NORTH END OF BRIDGE OVER INTERSTATE HIGHWAY 95.  CONTINUE OVER
 LW1379'BRIDGE FOR 0.05 MILE AND THEN TURN SHARP RIGHT, JUST MISSING
 LW1379'EMBANKMENT AND GO NORTH FOR 150 FEET TO THE EDGE OF CLIFF AND
 LW1379'THE SOUTHWEST CORNER OF THE BRIDGE OVER INTERSTATE HIGHWAY 95.
 LW1379'TURN LEFT AND FOLLOW ALONG EDGE OF CLIFF FOR 200 FEET TO
 LW1379'STATION ON LEFT AS DESCRIBED.
 LW1379'
 LW1379'STATION MARK, STAMPED MISHNOCK 1968, IS SET IN A CONCRETE
 LW1379'CYLINDER SET FLUSH WITH THE GROUND.  IT IS 123 FEET SOUTHWEST OF
 LW1379'CENTER OF NORTH BOUND LANE OF INTERSTATE HIGHWAY 95, 79 FEET
 LW1379'SOUTHWEST OF CLIFF EDGE, 30.5 FEET EAST OF TRIANGLE BLAZED
 LW1379'14-INCH OAK TREE, 24.5 FEET WEST-NORTHWEST OF A 10-INCH TRIANGLE
 LW1379'BLAZED PINE TREE AND 11.5 FEET SOUTHEAST OF A METAL WITNESS
 LW1379'POST.
 LW1379'
 LW1379'RM 1, STAMPED NISHNOCK NO 1 1968, IS CEMENTED IN A DRILL HOLE
 LW1379'ON TOP OF A 4 BY 4-1/2 FOOT BOULDER WHICH PROJECTS 2-1/2
 LW1379'FEET.  IT IS 69.5 FEET EAST OF CENTER OF EXIT LANE OF INTERSTATE
 LW1379'HIGHWAY 95, 4 FEET NORTHWEST OF METAL WITNESS POST AND 3.5
 LW1379'FEET EAST OF AN 8-INCH TRIANGLE BLAZED PINE TREE.
 LW1379'
 LW1379'RM 2, STAMPED MISHNOCK NO 2 1968, IS CEMENTED IN A DRILL HOLE
 LW1379'IN BEDROCK.  THE DISK IS SET FLUSH, IS 83.5 FEET NORTH-NORTHWEST
 LW1379'OF A 14-INCH TRIANGLE BLAZED OAK TREE, 44 FEET NORTHWEST OF A
 LW1379'BOULDER WHICH PROJECTS 4 FEET, 13 FEET SOUTH OF EDGE OF CLIFF
 LW1379'AND 6 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 LW1379'
 LW1379'AZ MK, STAMPED MISHNOCK 1968, IS CEMENTED IN A DRILL HOLE ON
 LW1379'TOP OF A BOULDER THAT PROJECTS 2 FEET.  THE MARK IS 96 FEET NORTH
 LW1379'OF CENTER OF SOUTH BOUND LANE OF INTERSTATE HIGHWAY 95, 11 FEET
 LW1379'NORTH OF EDGE OF CUT EMBANKMENT, 8 FEET NORTHWEST OF A METAL
 LW1379'WITNESS POST, 3 FEET NORTHWEST OF AN 8-INCH OAK TREE AND IS
 LW1379'ABOUT 30 FEET HIGHER IN ELEVATION THAN INTERSTATE HIGHWAY 95.
 LW1379'
 LW1379'TO REACH THE AZ MK FROM STATION, GO WESTERLY ON INTERSTATE
 LW1379'HIGHWAY 95 FOR 0.2 MILE TO MARK ON RIGHT AS DESCRIBED.
 LW1379'
 LW1379'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW1379
 LW1379                          STATION RECOVERY (1969)
 LW1379
 LW1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1379'5.8 MI W FROM WARWICK.
 LW1379'ABOUT 5.8 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW1379'OVERPASS OVER STATE HIGHWAY 2 AT WARWICK, ABOUT 90 YARDS WEST
 LW1379'OF THE SOUTHWEST CORNER OF THE STATE HIGHWAY 3 OVERPASS OVER I
 LW1379'95, NEAR THE HIGHEST POINT OF A HIGH CUT, IN THE TRIANGLE FORMED
 LW1379'BY THE EXIT LANE FROM THE NORTHBOUND LANE OF I 95 TO THE
 LW1379'SOUTHBOUND LANE OF STATE HIGHWAY 3, 124 1/2 FEET SOUTH OF THE
 LW1379'CENTER LINE OF THE NORTHBOUND LANE OF THE I-95, 24 1/2 FEET
 LW1379'WEST OF A 10 INCH FIR TREE WITH A TRIANGULAR BLAZE ON THE NORTH
 LW1379'SIDE, 11.6 FEET EAST OF A METAL WITNESS POST, 30 FEET ABOVE THE
 LW1379'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1379'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW1379
 LW1379                          STATION RECOVERY (1972)
 LW1379
 LW1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LW1379'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, BUT
 LW1379'RM NO. 2 IS SCHEDULED FOR DESTRUCTION BY WIDENING OF SHOULDERS
 LW1379'ALONG INTERSTATE HIGHWAY 95, SO A NEW RM, NO. 3, WAS
 LW1379'ESTABLISHED.  THE ANGLES TO REFERENCE MARKS CHECKED 1969 ANGLES
 LW1379'CLOSELY, BUT THE DISTANCE TO RM NO. 1 WAS FOUND TO BE 0.010 METER
 LW1379'SHORTER THAN 1969 DISTANCE AND TO RM NO. 2, 0.007 METER SHORTER.
 LW1379'A COMPLETE DESCRIPTION FOLLOWS--
 LW1379'
 LW1379'STATION IS LOCATED ALONG SOUTH SIDE OF INTERSTATE HIGHWAY 95,
 LW1379'IN THE SOUTHWEST ANGLE OF INTERSECTION OF STATE HIGHWAY 3, ON
 LW1379'THE NORTHWEST CORNER OF THE HIGH, FLAT-TOPPED, TIMBERED,
 LW1379'TRIANGULAR KNOLL.
 LW1379'
 LW1379'TO REACH STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 LW1379'AND STATE HIGHWAY 2, ABOUT 3 MILES WEST OF EAST GREENWICH, GO
 LW1379'WEST ON INTERSTATE HIGHWAY 95 FOR 5.8 MILES.  EXIT ONTO
 LW1379'STATE HIGHWAY 3 AND GO SOUTH 0.1 MILE.  TURN BACK SHARP RIGHT
 LW1379'AND GO TO EDGE OF BLUFF, THEN WEST 100 YARDS TO STATION.
 LW1379'
 LW1379'STATION MARK IS A STANDARD DISK STAMPED MISHNOCK 1968, SET IN THE
 LW1379'TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH THE
 LW1379'GROUND.  IT IS 123 FEET SOUTH OF CENTER LINE OF EAST-BOUND LANE
 LW1379'OF HIGHWAY 95, 24.5 FEET WEST OF A 10-INCH PINE WITH TRIANGLE
 LW1379'BLAZE, 11.2 FEET EAST OF A METAL WITNESS POST, AND 14 FEET SOUTH
 LW1379'OF EDGE OF SLOPING BANK.
 LW1379'
 LW1379'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MISHNOCK
 LW1379'NO 1 1968, CEMENTED IN A DRILL HOLE IN THE TOP OF A 4-FOOT,
 LW1379'PYRAMID BOULDER PROJECTING 2-1/2 FEET.  3.3 FEET NORTHEAST OF AN
 LW1379'8-INCH PINE WITH TRIANGLE BLAZE, 13 FEET NORTHEAST OF EDGE OF
 LW1379'BANK, AND 4 FEET WEST OF A METAL WITNESS POST.
 LW1379'
 LW1379'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 LW1379'MISHNOCK 1969 NO 3 1972, CEMENTED IN THE TOP OF A 4-FOOT
 LW1379'BOULDER PROJECTING 1 FOOT FROM GROUND.  20 FEET SOUTH OF EDGE
 LW1379'OF SLOPING BANK AND 0.75 FOOT SOUTH OF A 1/4-INCH/DIAMETER DRILL
 LW1379'HOLE IN THE SAME BOULDER.
 LW1379'
 LW1379'REFERENCE MARK NUMBER TWO WAS LEFT IN PLACE TO BE DESTROYED BY
 LW1379'THE CONSTRUCTION WORK EVENTUALLY.
 LW1379'
 LW1379'AZIMUTH MARK IS A STANDARD DISK STAMPED MISHNOCK 1968, CEMENTED
 LW1379'IN A DRILL HOLE IN A BOULDER PROJECTING 2 FEET FROM GROUND.  IT
 LW1379'IS UP ON TOP OF A HIGH CUTBANK SLOPING ON A 45-DEGREE ANGLE,
 LW1379'96 FEET NORTH OF CENTER LINE OF WESTBOUND LANE OF HIGHWAY 95,
 LW1379'27 FEET SOUTH OF FENCE, AND 8 FEET NORTHWEST OF A METAL WITNESS
 LW1379'POST.  TO REACH FROM STATION, GO WEST ON HIGHWAY 95 0.2 MILE
 LW1379'TO AZIMUTH MARK ON RIGHT.
 LW1379'
 LW1379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW1379'2 MILES NORTHEAST OF NOOSENECK.
 LW1379
 LW1379                          STATION RECOVERY (1972)
 LW1379
 LW1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LW1379'RECOVERED IN GOOD CONDITION.
 LW1379
 LW1379                          STATION RECOVERY (1984)
 LW1379
 LW1379'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1379'THE STATION WAS RECOVERED AT THIS DATE.
 LW1379'REFERENCE MARK 3 AND THE AZIMUTH MARK WERE RECOVERED.  A NEW
 LW1379'DESCRIPTION FOLLOWS.
 LW1379'
 LW1379'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI)
 LW1379'EAST OF WEST GREENWICH CENTER,
 LW1379'6.2 KM (3.9 MI) SOUTHEAST OF COVENTRY CENTER,
 LW1379'3.0 KM (1.9 MI) NORTHEAST OF NOOSENECK, AT THE JUNCTION OF STATE
 LW1379'HIGHWAY 3 AND INTERSTATE HIGHWAY 95 (EXIT 6).
 LW1379'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 LW1379'
 LW1379'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND I-95
 LW1379'(EXIT 6), WHICH IS ABOUT 6.3 KM (3.9 MI) SOUTH-SOUTHEAST OF
 LW1379'COVENTRY
 LW1379'CENTER, GO WEST ABOUT 200 FEET TO THE STATION WITHIN THE SOUTHWEST
 LW1379'CLOVERLEAF.
 LW1379'
 LW1379'THE STATION IS A STANDARD NGS DISK
 LW1379'STAMPED---MISHNOCK 1968---,
 LW1379'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1379'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1379'40.2 METERS (123.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE NORTH
 LW1379'BOUND LANE OF I-95,
 LW1379'12.8 METERS (42.0 FT) SOUTH-SOUTHWEST FROM THE EDGE OF A CLIFF,
 LW1379'3.5 METERS (11.5 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST,
 LW1379'3.3 METERS (10.8 FT) WEST-NORTHWEST FROM A 13 INCH DIAMETER PINE
 LW1379'MARKED WITH A TRIANGLE BLAZE,
 LW1379'1.7 METERS (5.7 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 LW1379'
 LW1379'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 LW1379'STAMPED---MISHNOCK 1969 NO 3 1972---,
 LW1379'SET INTO A DRILL HOLE IN A 7 FOOT BY 4 FOOT BOULDER WHICH PROJECTS
 LW1379'0.6 METERS (2.0 FT).  LOCATED
 LW1379'24.2 METERS (79.5 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST,
 LW1379'20.9 METERS (68.5 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST,
 LW1379'12.2 METERS (40.0 FT) SOUTH-SOUTHWEST FROM THE EDGE OF THE CLIFF,
 LW1379'0.23 METERS (0.75 FT) SOUTH-SOUTHWEST FROM A DRILL HOLE IN THE SAME
 LW1379'BOULDER.
 LW1379'MARK IS LEVEL WITH THE STATION.
 LW1379'
 LW1379'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 LW1379'STAMPED---MISHNOCK 1969 NO 4 1984---,
 LW1379'SET INTO A DRILL HOLE IN A 4 FOOT BY 7 FOOT BOULDER FLUSH WITH THE
 LW1379'GROUND, AND MOSTLY COVERED BY EARTH.
 LW1379'LOCATED
 LW1379'20.9 METERS (68.6 FT) SOUTH-SOUTHEAST FROM A 13 INCH PINE TREE WITH
 LW1379'A TRIANGLE BLAZE MARK,
 LW1379'16.7 METERS, (54.8)FEET NORTHEAST OF THE EDGE OF A LONG LEDGE CUT
 LW1379'NORTHEAST OF EXIT 6.
 LW1379'MARK IS 1.0 METERS BELOW THE STATION.
 LW1379'
 LW1379'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 LW1379'STAMPED---MISHNOCK 1968---,
 LW1379'SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS 2 FEET ABOVE
 LW1379'GROUND.
 LW1379'LOCATED
 LW1379'29.3 METERS (96.0 FT) NORTH FROM THE  CENTERLINE OF I-95 SOUTHBOUND,
 LW1379'8.5 METERS (28.0 FT) SOUTH FROM A METAL RIGHT-OF-WAY FENCE,
 LW1379'3.4 METERS (11.0 FT) NORTH FROM THE EDGE OF THE CUT EMBANKMENT,
 LW1379'2.4 METERS (8.0 FT) NORTHWEST FROM A METAL WITNESS POST.
 LW1379'TO REACH THE AZIMUTH FROM THE STATION,
 LW1379'GO WEST FOR .35 KM (0.2 MI) ON I-95 TO THE AZIMUTH MARK ON THE
 LW1379'RIGHT.
 LW1379'
 LW1379'AZIMUTH OBJECT NO. 2 IS A CYLINDRICAL RED BRICK STACK FOR THE
 LW1379'COVENTRY NARROW FABRICS COMPANY
 LW1379'LOCATED IN THE VILLAGE OF ANTHONY.
 LW1379'THE STACK IS NEXT TO A DISTINCTIVE RED BRICK ARCHED BELL TOWER
 LW1379'STRUCTURE ON THE TOP OF THE FACTORY BUILDING.  THE STACK IS ABOUT
 LW1379'30 METERS (100 FEET) HIGH.
 LW1379'TO REACH THE AZIMUTH FROM THE STATION,
 LW1379'GO NORTHEAST FOR 6.1 KM (3.7 MI) ON HIGHWAY 3,
 LW1379'TURN LEFT AND GO NORTH FOR 1 KM (.6 MI) ON HIGHWAY 33,
 LW1379'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 1.25 KM (.75 MI) ON
 LW1379'HIGHWAYS 33 AND 117
 LW1379'TO THE COVENTRY NARROW FABRICS FACTORY AND THE AZIMUTH ON THE RIGHT.
 LW1379
 LW1379                          STATION RECOVERY (1985)
 LW1379
 LW1379'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW1379'PUBLISHED DESCRIPTION ABOUT 'FIR TREE' IS MISLEADING. SHOULD READ.
 LW1379'ELEVEN FEET NORTHWEST OF A 12' PINE TREE WITH A TRIANGULAR BLAZE ON
 LW1379'ITS WEST SIDE. ANOTHER METAL WITNESS POST IS SET 5.4' SOUTH OF DESC.
 LW1379
 LW1379                          STATION RECOVERY (1987)
 LW1379
 LW1379'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1379'RECOVERED IN GOOD CONDITION.
 LW1379
 LW1379                          STATION RECOVERY (1990)
 LW1379
 LW1379'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1382 ***********************************************************************
 LW1382  DESIGNATION -  MISHNOCK AZ MK
 LW1382  PID         -  LW1382
 LW1382  STATE/COUNTY-  RI/KENT
 LW1382  USGS QUAD   -  CROMPTON (1995)
 LW1382
 LW1382                         *CURRENT SURVEY CONTROL
 LW1382  ___________________________________________________________________
 LW1382* NAD 83(1996)-  41 39 02.34689(N)    071 36 39.90307(W)     ADJUSTED  
 LW1382* NAVD 88     -       105.306  (meters)     345.49   (feet)  ADJUSTED  
 LW1382  ___________________________________________________________________
 LW1382  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LW1382  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW1382  DYNAMIC HT  -         105.269 (meters)     345.37  (feet)  COMP
 LW1382  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 LW1382
 LW1382  HORZ ORDER  -  SECOND
 LW1382  VERT ORDER  -  SECOND    CLASS 0
 LW1382
 LW1382.The horizontal coordinates were established by classical geodetic methods
 LW1382.and adjusted by the National Geodetic Survey in August 1998..
 LW1382
 LW1382.The orthometric height was determined by differential leveling
 LW1382.and adjusted by the National Geodetic Survey in June 1991..
 LW1382
 LW1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1382
 LW1382.The geoid height was determined by GEOID03.
 LW1382
 LW1382.The dynamic height is computed by dividing the NAVD 88
 LW1382.geopotential number by the normal gravity value computed on the
 LW1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1382.degrees latitude (g = 980.6199 gals.).
 LW1382
 LW1382.The modeled gravity was interpolated from observed gravity values.
 LW1382
 LW1382;                    North         East     Units Scale Factor Converg.
 LW1382;SPC RI       -    63,012.542    90,746.481   MT  0.99999480   -0 04 25.8
 LW1382;SPC RI       -   206,733.65    297,724.08   sFT  0.99999480   -0 04 25.8
 LW1382;UTM  19      - 4,614,283.532   282,568.573   MT  1.00018182   -1 44 09.5
 LW1382
 LW1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1382!SPC RI       -   0.99998820  x   0.99999480  =   0.99998300
 LW1382!UTM  19      -   0.99998820  x   1.00018182  =   1.00017002
 LW1382
 LW1382                          SUPERSEDED SURVEY CONTROL
 LW1382
 LW1382  NAD 83(1996)-  41 39 02.34583(N)    071 36 39.90253(W) AD(       ) 2
 LW1382  NAD 83(1992)-  41 39 02.34556(N)    071 36 39.90233(W) AD(       ) 2
 LW1382  NAD 83(1992)-  41 39 02.34489(N)    071 36 39.90237(W) AD(       ) 2
 LW1382  NAD 83(1986)-  41 39 02.34483(N)    071 36 39.90222(W) AD(       ) 2
 LW1382  NGVD 29 (??/??/92)  105.559  (m)          346.32   (f) ADJ UNCH    2 0
 LW1382
 LW1382.Superseded values are not recommended for survey control.
 LW1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1382.See file dsdata.txt to determine how the superseded data were derived.
 LW1382
 LW1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8256914284(NAD 83)
 LW1382_MARKER: DZ = AZIMUTH MARK DISK
 LW1382_SETTING: 80 = SET IN A BOULDER
 LW1382_SP_SET: BOULDER
 LW1382_STAMPING: MISHNOCK 1968
 LW1382_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1382+STABILITY: SURFACE MOTION
 LW1382
 LW1382  HISTORY     - Date     Condition        Report By
 LW1382  HISTORY     - 1968     MONUMENTED       CGS
 LW1382  HISTORY     - 1969     GOOD             NGS
 LW1382  HISTORY     - 1972     GOOD             NGS
 LW1382  HISTORY     - 1984     GOOD             RIGS
 LW1382  HISTORY     - 1987     GOOD             USPSQD
 LW1382  HISTORY     - 19900331 GOOD             USPSQD
 LW1382
 LW1382                          STATION DESCRIPTION
 LW1382
 LW1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1382'6 MI W FROM WARWICK.
 LW1382'ABOUT 6.0 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW1382'OVERPASS OVER STATE HIGHWAY 2 AT WARWICK, ABOUT 0.25 MILE WEST
 LW1382'OF THE STATE HIGHWAY 3 OVERPASS OVER I 95, ON THE TOP OF A HIGH
 LW1382'CUT, 94 FEET NORTH OF THE CENTER LINE OF THE SOUTHBOUND LANE OF
 LW1382'THE HIGHWAY, SET ON THE TOP OF THE EAST END OF AN IMBEDDED BOULDER
 LW1382'WHICH IS 8 FEET LONG-4 FEET WIDE AND PROJECTS 2 FEET ABOVE THE
 LW1382'GROUND, 9 FEET NORTHWEST OF A METAL WITNESS POST AND ABOUT 30
 LW1382'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1382
 LW1382                          STATION RECOVERY (1972)
 LW1382
 LW1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LW1382'RECOVERED IN GOOD CONDITION.
 LW1382
 LW1382                          STATION RECOVERY (1984)
 LW1382
 LW1382'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1382'THE STATION IS LOCATED ABOUT 10.6 KM (6.6 MI)
 LW1382'NORTHWEST OF EXETER,
 LW1382'10.3 KM (6.4 MI) WEST-NORTHWEST OF
 LW1382'FRENCHTOWN, AND
 LW1382'6.1 KM (3.8 MI) SOUTH-SOUTHEAST OF COVENTRY ON THE NORTH SIDE OF
 LW1382'INTERSTATE HIGHWAY 95.
 LW1382'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 LW1382'
 LW1382'TO REACH THE STATION FROM THE JUNCTION OF I-95 AND STATE HIGHWAY 3
 LW1382'(EXIT 6), ABOUT 6.1 KM (3.8 MI) SOUTH-SOUTHEAST OF COVENTRY, GO
 LW1382'SOUTH ON I-95 FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT ON
 LW1382'THE TOP OF A 30 FOOT EMBANKMENT.
 LW1382'
 LW1382'THE STATION IS A STANDARD NGS DISK
 LW1382'STAMPED---MISHNOCK 1968---,
 LW1382'SET INTO A DRILL HOLE IN A BOULDER, PROJECTING 2 FEET ABOVE GROUND.
 LW1382'LOCATED
 LW1382'29.3 METERS (96.0 FT) NORTH FROM THE CENTERLINE OF I-95 SOUTH,
 LW1382'8.5 METERS (28.0 FT) SOUTH FROM A METAL RIGHT-OF-WAY FENCE,
 LW1382'3.4 METERS (11.0 FT) NORTH FROM THE EDGE OF THE EMBANKMENT CUT,
 LW1382'2.4 METERS (8.0 FT) NORTHWEST FROM A METAL WITNESS POST,
 LW1382'0.9 METERS (3.0 FT) NORTHWEST FROM AN 8 INCH OAK TREE.
 LW1382
 LW1382                          STATION RECOVERY (1987)
 LW1382
 LW1382'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1382'RECOVERED IN GOOD CONDITION.
 LW1382
 LW1382                          STATION RECOVERY (1990)
 LW1382
 LW1382'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1380 ***********************************************************************
 LW1380  DESIGNATION -  MISHNOCK RM 1
 LW1380  PID         -  LW1380
 LW1380  STATE/COUNTY-  RI/KENT
 LW1380  USGS QUAD   -  CROMPTON (1995)
 LW1380
 LW1380                         *CURRENT SURVEY CONTROL
 LW1380  ___________________________________________________________________
 LW1380* NAD 83(1986)-  41 39 01.     (N)    071 36 25.     (W)     SCALED    
 LW1380* NAVD 88     -       105.394  (meters)     345.78   (feet)  ADJUSTED  
 LW1380  ___________________________________________________________________
 LW1380  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW1380  DYNAMIC HT  -         105.356 (meters)     345.66  (feet)  COMP
 LW1380  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 LW1380
 LW1380  VERT ORDER  -  SECOND    CLASS 0
 LW1380
 LW1380.The horizontal coordinates were scaled from a topographic map and have
 LW1380.an estimated accuracy of +/- 6 seconds.
 LW1380
 LW1380.The orthometric height was determined by differential leveling
 LW1380.and adjusted by the National Geodetic Survey in June 1991..
 LW1380
 LW1380.The geoid height was determined by GEOID03.
 LW1380
 LW1380.The dynamic height is computed by dividing the NAVD 88
 LW1380.geopotential number by the normal gravity value computed on the
 LW1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1380.degrees latitude (g = 980.6199 gals.).
 LW1380
 LW1380.The modeled gravity was interpolated from observed gravity values.
 LW1380
 LW1380;                    North         East    Units  Estimated Accuracy
 LW1380;SPC RI       -    62,970.       91,090.      MT  (+/- 180 meters Scaled)
 LW1380
 LW1380                          SUPERSEDED SURVEY CONTROL
 LW1380
 LW1380  NGVD 29 (??/??/92)  105.646  (m)          346.61   (f) ADJ UNCH    2 0
 LW1380
 LW1380.Superseded values are not recommended for survey control.
 LW1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1380.See file dsdata.txt to determine how the superseded data were derived.
 LW1380
 LW1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG829142(NAD 83)
 LW1380_MARKER: DR = REFERENCE MARK DISK
 LW1380_SETTING: 80 = SET IN A BOULDER
 LW1380_SP_SET: BOULDER
 LW1380_STAMPING: MISHNOCK NO 1 1968
 LW1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1380+STABILITY: SURFACE MOTION
 LW1380
 LW1380  HISTORY     - Date     Condition        Report By
 LW1380  HISTORY     - 1968     MONUMENTED       CGS
 LW1380  HISTORY     - 1969     GOOD             NGS
 LW1380  HISTORY     - 1972     GOOD             NGS
 LW1380  HISTORY     - 1985     GOOD             LOCSUR
 LW1380  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1380
 LW1380                          STATION DESCRIPTION
 LW1380
 LW1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1380'5.8 MI W FROM WARWICK.
 LW1380'ABOUT 5.8 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW1380'OVERPASS OVER STATE HIGHWAY 3 AT WARWICK, 82.2 FEET SOUTH OF
 LW1380'THE STATION MARK DESCRIBED, SET IN THE TOP OF A 4-BY-4-FOOT
 LW1380'BOULDER WHICH PROJECTS 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 LW1380'69.3 FEET NORTHEAST OF THE CENTER LINE OF AN EXIT LANE, 3 1/2 FEET
 LW1380'NORTHEAST OF A 6-INCH FIR TREE WITH A TRIANGULAR BLAZE, 4.1 FEET
 LW1380'WEST OF A METAL WITNESS POST AND ABOUT 20 FEET ABOVE THE LEVEL
 LW1380'OF THE EXIT DRIVE.
 LW1380
 LW1380                          STATION RECOVERY (1972)
 LW1380
 LW1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LW1380'RECOVERED IN GOOD CONDITION.
 LW1380
 LW1380                          STATION RECOVERY (1985)
 LW1380
 LW1380'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW1380'RECOVERED IN GOOD CONDITION.
 LW1380
 LW1380                          STATION RECOVERY (1987)
 LW1380
 LW1380'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1378 ***********************************************************************
 LW1378  DESIGNATION -  MISHNOCK RM 2
 LW1378  PID         -  LW1378
 LW1378  STATE/COUNTY-  RI/KENT
 LW1378  USGS QUAD   -  CROMPTON (1995)
 LW1378
 LW1378                         *CURRENT SURVEY CONTROL
 LW1378  ___________________________________________________________________
 LW1378* NAD 83(1986)-  41 39 01.     (N)    071 36 25.     (W)     SCALED    
 LW1378* NAVD 88     -       104.126  (meters)     341.62   (feet)  ADJUSTED  
 LW1378  ___________________________________________________________________
 LW1378  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW1378  DYNAMIC HT  -         104.090 (meters)     341.50  (feet)  COMP
 LW1378  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 LW1378
 LW1378  VERT ORDER  -  SECOND    CLASS 0
 LW1378
 LW1378.The horizontal coordinates were scaled from a topographic map and have
 LW1378.an estimated accuracy of +/- 6 seconds.
 LW1378
 LW1378.The orthometric height was determined by differential leveling
 LW1378.and adjusted by the National Geodetic Survey in June 1991..
 LW1378
 LW1378.The geoid height was determined by GEOID03.
 LW1378
 LW1378.The dynamic height is computed by dividing the NAVD 88
 LW1378.geopotential number by the normal gravity value computed on the
 LW1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1378.degrees latitude (g = 980.6199 gals.).
 LW1378
 LW1378.The modeled gravity was interpolated from observed gravity values.
 LW1378
 LW1378;                    North         East    Units  Estimated Accuracy
 LW1378;SPC RI       -    62,970.       91,090.      MT  (+/- 180 meters Scaled)
 LW1378
 LW1378                          SUPERSEDED SURVEY CONTROL
 LW1378
 LW1378  NGVD 29 (??/??/92)  104.379  (m)          342.45   (f) ADJ UNCH    2 0
 LW1378
 LW1378.Superseded values are not recommended for survey control.
 LW1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1378.See file dsdata.txt to determine how the superseded data were derived.
 LW1378
 LW1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG829142(NAD 83)
 LW1378_MARKER: DR = REFERENCE MARK DISK
 LW1378_SETTING: 66 = SET IN ROCK OUTCROP
 LW1378_SP_SET: ROCK LEDGE
 LW1378_STAMPING: MISHNOCK NO 2 1968
 LW1378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1378+STABILITY: POSITION/ELEVATION WELL
 LW1378
 LW1378  HISTORY     - Date     Condition        Report By
 LW1378  HISTORY     - 1968     MONUMENTED       CGS
 LW1378  HISTORY     - 1969     GOOD             NGS
 LW1378  HISTORY     - 1972     POOR             NGS
 LW1378  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1378
 LW1378                          STATION DESCRIPTION
 LW1378
 LW1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1378'5.8 MI W FROM WARWICK.
 LW1378'ABOUT 5.8 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW1378'OVERPASS OVER STATE HIGHWAY 2 AT WARWICK, 94.4 FEET NORTHWEST
 LW1378'OF THE STATION MARK DESCRIBED, SET IN THE TOP OF A ROCK LEDGE
 LW1378'WHICH IS PART OF A HUGE ROCK CUT, 2.4 FEET SOUTHEAST OF THE
 LW1378'NORTHWEST EDGE OF THE LEDGE AND 20 FEET ABOVE THE LEVEL OF THE
 LW1378'HIGHWAY.
 LW1378
 LW1378                          STATION RECOVERY (1972)
 LW1378
 LW1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LW1378'MARK RECOVERED IN POOR CONDITION.
 LW1378
 LW1378                          STATION RECOVERY (1987)
 LW1378
 LW1378'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1381 ***********************************************************************
 LW1381  DESIGNATION -  MISHNOCK RM 3
 LW1381  PID         -  LW1381
 LW1381  STATE/COUNTY-  RI/KENT
 LW1381  USGS QUAD   -  CROMPTON (1995)
 LW1381
 LW1381                         *CURRENT SURVEY CONTROL
 LW1381  ___________________________________________________________________
 LW1381* NAD 83(1986)-  41 39 01.     (N)    071 36 25.     (W)     SCALED    
 LW1381* NAVD 88     -       105.80   (+/-2cm)     347.1    (feet)  VERTCON   
 LW1381  ___________________________________________________________________
 LW1381  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW1381
 LW1381  VERT ORDER  -  ? (See Below)
 LW1381
 LW1381.The horizontal coordinates were scaled from a topographic map and have
 LW1381.an estimated accuracy of +/- 6 seconds.
 LW1381
 LW1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW1381.The vertical order pertains to the NGVD 29 superseded value.
 LW1381
 LW1381.The geoid height was determined by GEOID03.
 LW1381
 LW1381;                    North         East    Units  Estimated Accuracy
 LW1381;SPC RI       -    62,970.       91,090.      MT  (+/- 180 meters Scaled)
 LW1381
 LW1381                          SUPERSEDED SURVEY CONTROL
 LW1381
 LW1381  NGVD 29 (??/??/92)  106.052  (m)          347.94   (f) ADJ UNCH    ?  
 LW1381
 LW1381.Superseded values are not recommended for survey control.
 LW1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1381.See file dsdata.txt to determine how the superseded data were derived.
 LW1381
 LW1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG829142(NAD 83)
 LW1381_MARKER: DR = REFERENCE MARK DISK
 LW1381_SETTING: 80 = SET IN A BOULDER
 LW1381_SP_SET: BOULDER
 LW1381_STAMPING: MISHNOCK 1969 NO 3 1972
 LW1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1381+STABILITY: SURFACE MOTION
 LW1381
 LW1381  HISTORY     - Date     Condition        Report By
 LW1381  HISTORY     - 1972     MONUMENTED       NGS
 LW1381  HISTORY     - 1987     GOOD             USPSQD
 LW1381
 LW1381                          STATION DESCRIPTION
 LW1381
 LW1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LW1381'5.8 MI W FROM WARWICK.
 LW1381'5.8 MILES WEST ON INTERSTATE HIGHWAY 95 FROM THE OVERPASS OVER
 LW1381'STATE HIGHWAY 2 AT WARWICK, UP ON HIGH, ROCK CUTBANK ON SOUTH
 LW1381'SIDE OF HIGHWAY, AND JUST WEST OF STATE HIGHWAY 3 OVERPASS, 68.3
 LW1381'FEET EAST OF MISHNOCK 1969 STATION MARK, 79.4 FEET NORTHEAST OF
 LW1381'RM 1, 20 FEET SOUTH OF EDGE OF SLOPING BANK AT TIMBER EDGE, AND
 LW1381'CEMENTED IN A DRILL HOLE IN THE TOP OF A 4-FOOT BOULDER THAT
 LW1381'PROJECTS 1 FOOT FROM GROUND.  NOTE-- THERE IS A 1/4-INCH DRILL
 LW1381'HOLE 0.75 FOOT NORTH OF THE DISK, IN SAME BOULDER.
 LW1381
 LW1381                          STATION RECOVERY (1987)
 LW1381
 LW1381'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5175 ***********************************************************************
 LW5175  DESIGNATION -  MISHNOCK RM 4
 LW5175  PID         -  LW5175
 LW5175  STATE/COUNTY-  RI/KENT
 LW5175  USGS QUAD   -  CROMPTON (1995)
 LW5175
 LW5175                         *CURRENT SURVEY CONTROL
 LW5175  ___________________________________________________________________
 LW5175* NAD 83(1986)-  41 39 02.     (N)    071 36 25.     (W)     SCALED    
 LW5175* NAVD 88     -       104.933  (meters)     344.27   (feet)  ADJUSTED  
 LW5175  ___________________________________________________________________
 LW5175  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW5175  DYNAMIC HT  -         104.896 (meters)     344.15  (feet)  COMP
 LW5175  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 LW5175
 LW5175  VERT ORDER  -  SECOND    CLASS II
 LW5175
 LW5175.The horizontal coordinates were scaled from a topographic map and have
 LW5175.an estimated accuracy of +/- 6 seconds.
 LW5175
 LW5175.The orthometric height was determined by differential leveling
 LW5175.and adjusted by the National Geodetic Survey in June 1991..
 LW5175
 LW5175.The geoid height was determined by GEOID03.
 LW5175
 LW5175.The dynamic height is computed by dividing the NAVD 88
 LW5175.geopotential number by the normal gravity value computed on the
 LW5175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5175.degrees latitude (g = 980.6199 gals.).
 LW5175
 LW5175.The modeled gravity was interpolated from observed gravity values.
 LW5175
 LW5175;                    North         East    Units  Estimated Accuracy
 LW5175;SPC RI       -    63,000.       91,090.      MT  (+/- 180 meters Scaled)
 LW5175
 LW5175                          SUPERSEDED SURVEY CONTROL
 LW5175
 LW5175.No superseded survey control is available for this station.
 LW5175
 LW5175_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG829142(NAD 83)
 LW5175_MARKER: DR = REFERENCE MARK DISK
 LW5175_SETTING: 80 = SET IN A BOULDER
 LW5175_SP_SET: BOULDER
 LW5175_STAMPING: MISHNOCK 1969 NO 4 1984
 LW5175_MARK LOGO: NGS   
 LW5175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5175+STABILITY: SURFACE MOTION
 LW5175
 LW5175  HISTORY     - Date     Condition        Report By
 LW5175  HISTORY     - 1984     MONUMENTED       RIGS
 LW5175  HISTORY     - 1987     GOOD             USPSQD
 LW5175
 LW5175                          STATION DESCRIPTION
 LW5175
 LW5175'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5175'3.0 KM (1.9 MI) NE FROM NOOSENECK.
 LW5175'THE STATION IS LOCATED AT THE INTERSECTION OF INTERSTATE HIGHWAY 95
 LW5175'AND STATE HIGHWAY 3 (EXIT 6), ABOUT 3.0 KM (1.9 MI) NORTHEAST OF
 LW5175'NOOSENECK.  TO REACH THE STATION FROM THE INTERSECTION OF I-95 AND
 LW5175'STATE HIGHWAY 3, GO WEST ABOUT 200 YARDS TO THE TOP OF THE KNOLL
 LW5175'WITHIN THE SOUTHWEST CLOVERLEAF.  THE STATION IS A STANDARD NGS DISK
 LW5175'SET INTO A 4 FOOT BY 7 FOOT BOULDER FLUSH WITH THE GROUND.  LOCATED
 LW5175'22.1 METERS (72.4 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST, 20.9
 LW5175'METERS (68.6 FT) SOUTH-SOUTHWEST FROM A 13 INCH DIAMETER PINE TREE
 LW5175'WITH A TRIANGULAR BLAZE, 16.7 METERS (54.8 FT) NORTHEAST FROM THE
 LW5175'EDGE OF A LONG LEDGE CUT NORTHEAST OF EXIT 6.
 LW5175
 LW5175                          STATION RECOVERY (1987)
 LW5175
 LW5175'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW5175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3330 ***********************************************************************
 LW3330  DESIGNATION -  MISQUAMICUT CLUBHOUSE
 LW3330  PID         -  LW3330
 LW3330  STATE/COUNTY-  RI/WASHINGTON
 LW3330  USGS QUAD   -  WATCH HILL (1984)
 LW3330
 LW3330                         *CURRENT SURVEY CONTROL
 LW3330  ___________________________________________________________________
 LW3330* NAD 83(1996)-  41 19 17.23971(N)    071 50 00.22487(W)     ADJUSTED  
 LW3330* NAVD 88     -                                                        
 LW3330  ___________________________________________________________________
 LW3330  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LW3330  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW3330
 LW3330  HORZ ORDER  -  THIRD
 LW3330
 LW3330.The horizontal coordinates were established by classical geodetic methods
 LW3330.and adjusted by the National Geodetic Survey in August 1998..
 LW3330
 LW3330
 LW3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3330
 LW3330.The geoid height was determined by GEOID03.
 LW3330
 LW3330;                    North         East     Units Scale Factor Converg.
 LW3330;SPC RI       -    26,498.785    72,086.561   MT  1.00000333   -0 13 12.5
 LW3330;SPC RI       -    86,938.10    236,503.99   sFT  1.00000333   -0 13 12.5
 LW3330;UTM  19      - 4,578,316.016   262,856.019   MT  1.00029216   -1 52 18.2
 LW3330
 LW3330                          SUPERSEDED SURVEY CONTROL
 LW3330
 LW3330  NAD 83(1992)-  41 19 17.23839(N)    071 50 00.22409(W) AD(       ) 4
 LW3330  NAD 83(1986)-  41 19 17.23756(N)    071 50 00.22653(W) AD(       ) 4
 LW3330  NAD 27      -  41 19 16.88100(N)    071 50 01.97900(W) AD(       ) 3
 LW3330
 LW3330.Superseded values are not recommended for survey control.
 LW3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3330.See file dsdata.txt to determine how the superseded data were derived.
 LW3330
 LW3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6285678316(NAD 83)
 LW3330
 LW3330  HISTORY     - Date     Condition        Report By
 LW3330  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3330  HISTORY     - 1954     GOOD             CGS
 LW3330  HISTORY     - 1984     GOOD             USPSQD
 LW3330  HISTORY     - 1989     GOOD             USPSQD
 LW3330
 LW3330                          STATION DESCRIPTION
 LW3330
 LW3330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3330'THE MISQUAMICUT GOLF CLUBHOUSE IS ON TOP OF HIGH KNOLL ABOUT
 LW3330'1/4 MILE N OF THE SHORE AND ABOUT 1-1/2 MILES NORTHEASTERLY OF
 LW3330'THE OCEAN HOUSE HOTEL.  THE CLUBHOUSE IS AN ELL-SHAPED FRAME
 LW3330'BUILDING WITH FIELD STONE COLUMNS AND FOUR FIELD STONE CHIMNEYS,
 LW3330'THREE OF WHICH ARE IN THE N-S WINGS AND THE FOURTH AT THE W END
 LW3330'OF THE E-W WING.  NEAR THE W END OF THE E-W WING IS AN
 LW3330'OCTAGONAL-SHAPED ROOF THAT COMES TO A POINT AT THE APEX.
 LW3330'
 LW3330'THE STATION IS THE APEX OF THIS PART OF THE ROOF.  HEIGHT 35 FEET.
 LW3330
 LW3330                          STATION RECOVERY (1954)
 LW3330
 LW3330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3330'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE AND
 LW3330'CORRECT.
 LW3330
 LW3330                          STATION RECOVERY (1984)
 LW3330
 LW3330'RECOVERY NOTE BY US POWER SQUADRON 1984 (BAM)
 LW3330'STATION RECOVERED AS DESCRIBED.  STATION IS IN GOOD CONDITION.
 LW3330'
 LW3330'DESCRIPTION IS ADEQUATE AND CORRECT.
 LW3330
 LW3330                          STATION RECOVERY (1989)
 LW3330
 LW3330'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW3330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2932 ***********************************************************************
 LW2932  DESIGNATION -  MITCHELL USE 1909
 LW2932  PID         -  LW2932
 LW2932  STATE/COUNTY-  RI/WASHINGTON
 LW2932  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2932
 LW2932                         *CURRENT SURVEY CONTROL
 LW2932  ___________________________________________________________________
 LW2932* NAD 83(1996)-  41 29 21.49613(N)    071 26 50.33756(W)     ADJUSTED  
 LW2932* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2932  ___________________________________________________________________
 LW2932  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LW2932  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW2932
 LW2932  HORZ ORDER  -  THIRD
 LW2932
 LW2932.The horizontal coordinates were established by classical geodetic methods
 LW2932.and adjusted by the National Geodetic Survey in August 1998..
 LW2932
 LW2932.The orthometric height was scaled from a topographic map.
 LW2932
 LW2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2932
 LW2932.The geoid height was determined by GEOID03.
 LW2932
 LW2932;                    North         East     Units Scale Factor Converg.
 LW2932;SPC RI       -    45,087.989   104,399.609   MT  0.99999399   +0 02 05.6
 LW2932;SPC RI       -   147,926.18    342,517.72   sFT  0.99999399   +0 02 05.6
 LW2932;UTM  19      - 4,595,968.309   295,698.914   MT  1.00011368   -1 37 18.7
 LW2932
 LW2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2932!SPC RI       -   1.00000383  x   0.99999399  =   0.99999782
 LW2932!UTM  19      -   1.00000383  x   1.00011368  =   1.00011751
 LW2932
 LW2932:                Primary Azimuth Mark                     Grid Az
 LW2932:SPC RI       -  JOHNSON USE 1909                         049 52 52.3
 LW2932:UTM  19      -  JOHNSON USE 1909                         051 32 16.6
 LW2932
 LW2932|---------------------------------------------------------------------|
 LW2932| PID    Reference Object                     Distance      Geod. Az  |
 LW2932|                                                           dddmmss.s |
 LW2932| LW3005 JOHNSON USE 1909                    APPROX. 1.0 KM 0495457.9 |
 LW2932|---------------------------------------------------------------------|
 LW2932
 LW2932                          SUPERSEDED SURVEY CONTROL
 LW2932
 LW2932  NAD 83(1996)-  41 29 21.49543(N)    071 26 50.33674(W) AD(       ) 3
 LW2932  NAD 83(1992)-  41 29 21.49463(N)    071 26 50.33686(W) AD(       ) 3
 LW2932  NAD 83(1992)-  41 29 21.49396(N)    071 26 50.33673(W) AD(       ) 3
 LW2932  NAD 83(1986)-  41 29 21.49404(N)    071 26 50.33493(W) AD(       ) 3
 LW2932  NAD 27      -  41 29 21.13100(N)    071 26 52.12400(W) AD(       ) 3
 LW2932
 LW2932.Superseded values are not recommended for survey control.
 LW2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2932.See file dsdata.txt to determine how the superseded data were derived.
 LW2932
 LW2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9569995968(NAD 83)
 LW2932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW2932+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1998
 LW2932
 LW2932  HISTORY     - Date     Condition        Report By
 LW2932  HISTORY     - 1909     MONUMENTED       CGS
 LW2932  HISTORY     - 1912     GOOD             CGS
 LW2932  HISTORY     - 1934     GOOD             RIGS
 LW2932  HISTORY     - 1956     GOOD             CGS
 LW2932  HISTORY     - 19980203 GOOD             INDIV
 LW2932
 LW2932                          STATION DESCRIPTION
 LW2932
 LW2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2932'IN WARREN MADISONS ORCHARD IN BRIDGETOWN, ON THE W BANK OF THE
 LW2932'PATTAQUAMSCOTT RIVER, ABOUT 25 METERS FROM SHORE, 114 METERS N OF
 LW2932'A ROAD, 50 METERS N OF THE NEAREST HOUSE, AND 3.8 METERS (12.47
 LW2932'FEET) S OF A WIRE FENCE.  THE STATION IS MARKED BY A STANDARD DISK
 LW2932'STATION MARK SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE
 LW2932'WHICH IS EMBEDDED IN THE GROUND.  THE REFERENCE MARK, A STANDARD
 LW2932'DISK REFERENCE MARK SET IN CONCRETE AT THE CENTER OF THE TOP OF A
 LW2932'TILE WHICH IS EMBEDDED IN THE GROUND, IS 0.4 METER (1.3 FEET) S OF
 LW2932'THE WIRE FENCE AND 3.45 METERS (11.32 FEET) N BY E FROM THE STATION.
 LW2932
 LW2932                          STATION RECOVERY (1934)
 LW2932
 LW2932'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2932'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.
 LW2932'
 LW2932'THE NEAREST HOUSE MENTIONED IN THE DESCRIPTION IS A 1 1/2-STORY
 LW2932'COTTAGE OCCUPIED BY DANIEL CARPENTER.
 LW2932
 LW2932                          STATION RECOVERY (1956)
 LW2932
 LW2932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2932'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK
 LW2932'COULD NOT BE FOUND.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH
 LW2932'THE FOLLOWING ADDITION--
 LW2932'
 LW2932'ABOUT 380 FT. N OF THE W END OF THE BRIDGE OVER THE PATTAQUAMSCUTT
 LW2932'RIVER ON RHODE ISLAND STATE HIGHWAY 138.
 LW2932
 LW2932                          STATION RECOVERY (1998)
 LW2932
 LW2932'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2932'FOUND WITH GREAT DIFFICULTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0238 ***********************************************************************
 LW0238  DESIGNATION -  MM 3
 LW0238  PID         -  LW0238
 LW0238  STATE/COUNTY-  RI/NEWPORT
 LW0238  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0238
 LW0238                         *CURRENT SURVEY CONTROL
 LW0238  ___________________________________________________________________
 LW0238* NAD 83(1986)-  41 35 06.     (N)    071 16 27.     (W)     SCALED    
 LW0238* NAVD 88     -        45.595  (meters)     149.59   (feet)  ADJUSTED  
 LW0238  ___________________________________________________________________
 LW0238  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW0238  DYNAMIC HT  -          45.580 (meters)     149.54  (feet)  COMP
 LW0238  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 LW0238
 LW0238  VERT ORDER  -  SECOND    CLASS 0
 LW0238
 LW0238.The horizontal coordinates were scaled from a topographic map and have
 LW0238.an estimated accuracy of +/- 6 seconds.
 LW0238
 LW0238.The orthometric height was determined by differential leveling
 LW0238.and adjusted by the National Geodetic Survey in June 1991..
 LW0238
 LW0238.The geoid height was determined by GEOID03.
 LW0238
 LW0238.The dynamic height is computed by dividing the NAVD 88
 LW0238.geopotential number by the normal gravity value computed on the
 LW0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0238.degrees latitude (g = 980.6199 gals.).
 LW0238
 LW0238.The modeled gravity was interpolated from observed gravity values.
 LW0238
 LW0238;                    North         East    Units  Estimated Accuracy
 LW0238;SPC RI       -    55,740.      118,830.      MT  (+/- 180 meters Scaled)
 LW0238
 LW0238                          SUPERSEDED SURVEY CONTROL
 LW0238
 LW0238  NGVD 29 (??/??/92)   45.858  (m)          150.45   (f) ADJ UNCH    2 0
 LW0238
 LW0238.Superseded values are not recommended for survey control.
 LW0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0238.See file dsdata.txt to determine how the superseded data were derived.
 LW0238
 LW0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG104061(NAD 83)
 LW0238_MARKER: DB = BENCH MARK DISK
 LW0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0238_SP_SET: SET IN STONE MASONARY WALL
 LW0238_STAMPING: MM 3 1943
 LW0238_MARK LOGO: CGS   
 LW0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0238+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1988
 LW0238
 LW0238  HISTORY     - Date     Condition        Report By
 LW0238  HISTORY     - 1943     MONUMENTED       CGS
 LW0238  HISTORY     - 1969     GOOD             NGS
 LW0238  HISTORY     - 19880501 GOOD             RIGS
 LW0238  HISTORY     - 20040917 MARK NOT FOUND   USPSQD
 LW0238
 LW0238                          STATION DESCRIPTION
 LW0238
 LW0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0238'7.8 MI N FROM NEWPORT.
 LW0238'ABOUT 7.6 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114
 LW0238'FROM THE BROADWAY BRANCH POST OFFICE BUILDING AT NEWPORT, THENCE
 LW0238'0.25 MILE NORTHWEST ALONG BRADFORD AVENUE, AT THE U.S. NAVAL BASE,
 LW0238'NEWPORT, RHODE ISLAND, MELVILLE AREA NO. 1, 0.25 MILE NORTHWEST
 LW0238'OF THE MELVILLE ELEMENTARY SCHOOL, SET ON THE TOP AND 5 FEET
 LW0238'SOUTHEAST OF THE NORTHWEST END OF A STONE MASONARY WALL WHICH IS
 LW0238'2 1/2 FEET HIGH, 38.7 FEET EAST-NORTHEAST OF THE EAST CORNER
 LW0238'OF BUILDING NO. 106, 19.1 FEET SOUTHWEST OF THE CENTER LINE OF
 LW0238'BRADFORD AVENUE AND 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 LW0238
 LW0238                          STATION RECOVERY (1988)
 LW0238
 LW0238'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW0238'RECOVERED IN GOOD CONDITION.
 LW0238
 LW0238                          STATION RECOVERY (2004)
 LW0238
 LW0238'RECOVERY NOTE BY US POWER SQUADRON 2004 (TG)
 LW0238'THE BRONZE DISK IS MISSING, BUT ITS FORMER MOUNTING SPOT WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2931 ***********************************************************************
 LW2931  DESIGNATION -  MONROE 3 USE 1909
 LW2931  PID         -  LW2931
 LW2931  STATE/COUNTY-  RI/WASHINGTON
 LW2931  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2931
 LW2931                         *CURRENT SURVEY CONTROL
 LW2931  ___________________________________________________________________
 LW2931* NAD 83(1996)-  41 28 43.77340(N)    071 26 50.69505(W)     ADJUSTED  
 LW2931* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW2931  ___________________________________________________________________
 LW2931  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 LW2931  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW2931
 LW2931  HORZ ORDER  -  THIRD
 LW2931
 LW2931.The horizontal coordinates were established by classical geodetic methods
 LW2931.and adjusted by the National Geodetic Survey in August 1998..
 LW2931
 LW2931.The orthometric height was scaled from a topographic map.
 LW2931
 LW2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2931
 LW2931.The geoid height was determined by GEOID03.
 LW2931
 LW2931;                    North         East     Units Scale Factor Converg.
 LW2931;SPC RI       -    43,924.211   104,392.024   MT  0.99999399   +0 02 05.4
 LW2931;SPC RI       -   144,108.02    342,492.83   sFT  0.99999399   +0 02 05.4
 LW2931;UTM  19      - 4,594,805.097   295,657.684   MT  1.00011389   -1 37 17.7
 LW2931
 LW2931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2931!SPC RI       -   1.00000431  x   0.99999399  =   0.99999830
 LW2931!UTM  19      -   1.00000431  x   1.00011389  =   1.00011820
 LW2931
 LW2931:                Primary Azimuth Mark                     Grid Az
 LW2931:SPC RI       -  MCSPARRAN 3 RESET                        339 18 19.2
 LW2931:UTM  19      -  MCSPARRAN 3 RESET                        340 57 42.3
 LW2931
 LW2931|---------------------------------------------------------------------|
 LW2931| PID    Reference Object                     Distance      Geod. Az  |
 LW2931|                                                           dddmmss.s |
 LW2931| LW0675 MCSPARRAN 3 RESET                   APPROX. 2.1 KM 3392024.6 |
 LW2931|---------------------------------------------------------------------|
 LW2931
 LW2931                          SUPERSEDED SURVEY CONTROL
 LW2931
 LW2931  NAD 83(1996)-  41 28 43.77270(N)    071 26 50.69418(W) AD(       ) 3
 LW2931  NAD 83(1992)-  41 28 43.77190(N)    071 26 50.69436(W) AD(       ) 3
 LW2931  NAD 83(1992)-  41 28 43.77120(N)    071 26 50.69420(W) AD(       ) 3
 LW2931  NAD 83(1986)-  41 28 43.77137(N)    071 26 50.69248(W) AD(       ) 3
 LW2931  NAD 27      -  41 28 43.40700(N)    071 26 52.48100(W) AD(       ) 3
 LW2931
 LW2931.Superseded values are not recommended for survey control.
 LW2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2931.See file dsdata.txt to determine how the superseded data were derived.
 LW2931
 LW2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9565894805(NAD 83)
 LW2931
 LW2931  HISTORY     - Date     Condition        Report By
 LW2931  HISTORY     - 1909     MONUMENTED       CGS
 LW2931  HISTORY     - 1912     GOOD             CGS
 LW2931  HISTORY     - 1956     MARK NOT FOUND   CGS
 LW2931
 LW2931                          STATION DESCRIPTION
 LW2931
 LW2931'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2931'ON THE E SIDE OF THE PATTAQUAMSCOTT RIVER, ABOUT 5/8 MILE S OF
 LW2931'BRIDGETOWN AND 5 FEET N OF A STONE FENCE.  THE STATION IS 195 FEET
 LW2931'FROM THE RIVER SHORE AND IS MARKED BY AN OAK HUB 2 INCHES SQUARE.
 LW2931'THE LAND IS OWNED BY JOSEPH JOHNSON.
 LW2931
 LW2931                          STATION RECOVERY (1956)
 LW2931
 LW2931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2931'STATION LOST.  THE STATION WAS NOT PERMANENTLY MARKED.  NO TRACE
 LW2931'OF THE OAK HUB COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2936 ***********************************************************************
 LW2936  DESIGNATION -  MONROE USE 1909
 LW2936  PID         -  LW2936
 LW2936  STATE/COUNTY-  RI/WASHINGTON
 LW2936  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2936
 LW2936                         *CURRENT SURVEY CONTROL
 LW2936  ___________________________________________________________________
 LW2936* NAD 83(1996)-  41 29 05.77400(N)    071 26 25.94385(W)     ADJUSTED  
 LW2936* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 LW2936  ___________________________________________________________________
 LW2936  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LW2936  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW2936
 LW2936  HORZ ORDER  -  THIRD
 LW2936
 LW2936.The horizontal coordinates were established by classical geodetic methods
 LW2936.and adjusted by the National Geodetic Survey in August 1998..
 LW2936
 LW2936.The orthometric height was scaled from a topographic map.
 LW2936
 LW2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2936
 LW2936.The geoid height was determined by GEOID03.
 LW2936
 LW2936;                    North         East     Units Scale Factor Converg.
 LW2936;SPC RI       -    44,603.317   104,965.805   MT  0.99999405   +0 02 21.8
 LW2936;SPC RI       -   146,336.05    344,375.31   sFT  0.99999405   +0 02 21.8
 LW2936;UTM  19      - 4,595,467.411   296,250.926   MT  1.00011091   -1 37 02.0
 LW2936
 LW2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2936!SPC RI       -   1.00000069  x   0.99999405  =   0.99999474
 LW2936!UTM  19      -   1.00000069  x   1.00011091  =   1.00011160
 LW2936
 LW2936:                Primary Azimuth Mark                     Grid Az
 LW2936:SPC RI       -  MONROE 3 USE 1909                        220 11 40.8
 LW2936:UTM  19      -  MONROE 3 USE 1909                        221 51 04.6
 LW2936
 LW2936|---------------------------------------------------------------------|
 LW2936| PID    Reference Object                     Distance      Geod. Az  |
 LW2936|                                                           dddmmss.s |
 LW2936| LW2931 MONROE 3 USE 1909                   APPROX. 0.9 KM 2201402.6 |
 LW2936|---------------------------------------------------------------------|
 LW2936
 LW2936                          SUPERSEDED SURVEY CONTROL
 LW2936
 LW2936  NAD 83(1996)-  41 29 05.77331(N)    071 26 25.94301(W) AD(       ) 3
 LW2936  NAD 83(1992)-  41 29 05.77249(N)    071 26 25.94315(W) AD(       ) 3
 LW2936  NAD 83(1992)-  41 29 05.77182(N)    071 26 25.94299(W) AD(       ) 3
 LW2936  NAD 83(1986)-  41 29 05.77192(N)    071 26 25.94128(W) AD(       ) 3
 LW2936  NAD 27      -  41 29 05.41000(N)    071 26 27.73000(W) AD(       ) 3
 LW2936
 LW2936.Superseded values are not recommended for survey control.
 LW2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2936.See file dsdata.txt to determine how the superseded data were derived.
 LW2936
 LW2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9625195467(NAD 83)
 LW2936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW2936+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW2936
 LW2936  HISTORY     - Date     Condition        Report By
 LW2936  HISTORY     - 1909     MONUMENTED       CGS
 LW2936  HISTORY     - 1912     GOOD             CGS
 LW2936  HISTORY     - 1935     GOOD             RIGS
 LW2936  HISTORY     - 1956     GOOD             CGS
 LW2936  HISTORY     - 19980203 GOOD             INDIV
 LW2936  HISTORY     - 20010807 GOOD             USPSQD
 LW2936
 LW2936                          STATION DESCRIPTION
 LW2936
 LW2936'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2936'ON A LARGE AND PROMINENT ROCK ON THE TOP OF A RIDGE, ABOUT A MILE
 LW2936'W OF NARRAGANSETT BAY, 1/3 MILE E OF THE PATTAQUAMSCOTT RIVER, AND
 LW2936'1/2 MILE SE OF BRIDGETOWN.  THE STATION IS ABOUT 1/2 MILE S OF THE
 LW2936'ROAD FROM BRIDGETOWN TO S FERRY, AND 1/4 MILE W OF THE ROAD TO
 LW2936'NARRAGANSETT PIER.  IT IS MARKED BY A STANDARD DISK STATION MARK
 LW2936'WHICH BEARS THE ADDITIONAL LEGEND ESTABLISHED BY THE CORPS OF
 LW2936'ENGINEERS, U.S.A., WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 LW2936'THE REFERENCE MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 LW2936'OUTCROPPING BEDROCK, 4.93 METERS (16.17 FEET) SSW FROM THE
 LW2936'STATION, AND 2 FEET LOWER.
 LW2936
 LW2936                          STATION RECOVERY (1935)
 LW2936
 LW2936'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2936'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION
 LW2936'AND MARKED AS DESCRIBED.
 LW2936'
 LW2936'ADD TO THE DESCRIPTION--THE STATION IS ABOUT 3/8 MILE SE OF THE
 LW2936'NEW CONCRETE HIGHWAY BRIDGE AT BRIDGETOWN.
 LW2936'
 LW2936'THE ROCK ON WHICH THIS STATION IS LOCATED IS NOT PROMINENT FROM
 LW2936'THE E ON ACCOUNT OF THE LAY OF THE LAND AND THE DENSE GROWTH OF
 LW2936'UNDERBRUSH WHICH IS HIGHER THAN A MANS HEAD.
 LW2936'
 LW2936'DIRECTIONS FOR REACHING STATION--START AT INTERSECTION OF THE ROAD
 LW2936'FROM WICKFORD TO NARRAGANSETT PIER (STATE HIGHWAY 1) AND THE ROAD
 LW2936'FROM S FERRY TO BRIDGETOWN, PROCEED 0.9 MILE S ON HIGHWAY 1 TO A
 LW2936'DIRT ROAD WHICH RUNS W TO THE PATTAQUAMSCOTT RIVER, PROCEED 0.3
 LW2936'MILE ALONG THIS ROAD, AND THEN GO N ACROSS THE PASTURE ABOUT 3/8 MILE.
 LW2936
 LW2936                          STATION RECOVERY (1956)
 LW2936
 LW2936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2936'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 LW2936'DUE TO CHANGES IN THIS REGION A NEW DESCRIPTION FOLLOWS--
 LW2936'
 LW2936'LOCATED ON THE HIGHEST PART OF A LARGE BOULDER ON THE SLOPE
 LW2936'BETWEEN U.S. HIGHWAY 1 AND PATTAQUAMSCOTT RIVER ABOUT 2,200 FT.
 LW2936'SE OF THE BRIDGE AT BRIDGETOWN, ABOUT 930 FT. W OF U.S. HIGHWAY 1,
 LW2936'ABOUT 410 FT. S OF A POWER TRANSMISSION LINE, AND 57 FT. W OF A
 LW2936'ROCK FENCE.  THE BOULDER IS ABOUT 20 FT. LONG, 10 FT. WIDE AND
 LW2936'PROJECTS ABOUT 5 FT. ABOVE THE GROUND.  IT IS MARKED BY A STANDARD
 LW2936'DISK WITH THE ADDITIONAL LEGEND ESTABLISHED BY THE CORPS OF
 LW2936'ENGINEERS U S A INSCRIBED.  THE DISK IS NOT STAMPED.
 LW2936'
 LW2936'A REFERENCE MARK 16.17 FT. S-SW OF THE STATION, AND 2.0 FT. LOWER
 LW2936'ON THE SAME BOULDER IS A STANDARD DISK (NOT STAMPED).
 LW2936
 LW2936                          STATION RECOVERY (1998)
 LW2936
 LW2936'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2936'FROM JCT OF SR138 AND US1, ABT 0.3 MI SOUTH. RIGHT, WEST, ON NINAGRET
 LW2936'ROAD ABT 0.2 MI TO BOULDER ON RIGHT. TWO DISKS ATOP THIS BOULDER.
 LW2936
 LW2936                          STATION RECOVERY (2001)
 LW2936
 LW2936'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3037 ***********************************************************************
 LW3037  DESIGNATION -  MOONSTONE USE 1909
 LW3037  PID         -  LW3037
 LW3037  STATE/COUNTY-  RI/WASHINGTON
 LW3037  USGS QUAD   -  KINGSTON (1975)
 LW3037
 LW3037                         *CURRENT SURVEY CONTROL
 LW3037  ___________________________________________________________________
 LW3037* NAD 83(1996)-  41 22 11.89895(N)    071 34 33.95469(W)     ADJUSTED  
 LW3037* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW3037  ___________________________________________________________________
 LW3037  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 LW3037  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW3037
 LW3037  HORZ ORDER  -  THIRD
 LW3037
 LW3037.The horizontal coordinates were established by classical geodetic methods
 LW3037.and adjusted by the National Geodetic Survey in August 1998..
 LW3037
 LW3037.The orthometric height was scaled from a topographic map.
 LW3037
 LW3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3037
 LW3037.The geoid height was determined by GEOID03.
 LW3037
 LW3037;                    North         East     Units Scale Factor Converg.
 LW3037;SPC RI       -    31,836.188    93,633.411   MT  0.99999425   -0 03 01.1
 LW3037;SPC RI       -   104,449.23    307,195.62   sFT  0.99999425   -0 03 01.1
 LW3037;UTM  19      - 4,583,031.029   284,552.859   MT  1.00017128   -1 42 11.7
 LW3037
 LW3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3037!SPC RI       -   1.00000435  x   0.99999425  =   0.99999860
 LW3037!UTM  19      -   1.00000435  x   1.00017128  =   1.00017563
 LW3037
 LW3037:                Primary Azimuth Mark                     Grid Az
 LW3037:SPC RI       -  DAVIS USE 1909                           253 43 13.1
 LW3037:UTM  19      -  DAVIS USE 1909                           255 22 23.7
 LW3037
 LW3037|---------------------------------------------------------------------|
 LW3037| PID    Reference Object                     Distance      Geod. Az  |
 LW3037|                                                           dddmmss.s |
 LW3037| LW3046 DAVIS USE 1909                      APPROX. 1.7 KM 2534012.0 |
 LW3037| LW3038 WHITFORD USE 1909                   345.674 METERS 35035     |
 LW3037|---------------------------------------------------------------------|
 LW3037
 LW3037                          SUPERSEDED SURVEY CONTROL
 LW3037
 LW3037  NAD 83(1996)-  41 22 11.89776(N)    071 34 33.95367(W) AD(       ) 3
 LW3037  NAD 83(1992)-  41 22 11.89760(N)    071 34 33.95394(W) AD(       ) 3
 LW3037  NAD 83(1992)-  41 22 11.89616(N)    071 34 33.95389(W) AD(       ) 3
 LW3037  NAD 83(1986)-  41 22 11.89592(N)    071 34 33.95387(W) AD(       ) 3
 LW3037  NAD 27      -  41 22 11.53000(N)    071 34 35.73100(W) AD(       ) 3
 LW3037
 LW3037.Superseded values are not recommended for survey control.
 LW3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3037.See file dsdata.txt to determine how the superseded data were derived.
 LW3037
 LW3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8455383031(NAD 83)
 LW3037
 LW3037  HISTORY     - Date     Condition        Report By
 LW3037  HISTORY     - 1909     MONUMENTED       CGS
 LW3037  HISTORY     - 1912     MARK NOT FOUND   CGS
 LW3037
 LW3037                          STATION DESCRIPTION
 LW3037
 LW3037'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW3037'REPORTED DESTROYED IN 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3329 ***********************************************************************
 LW3329  DESIGNATION -  MOORES CUPOLA
 LW3329  PID         -  LW3329
 LW3329  STATE/COUNTY-  RI/WASHINGTON
 LW3329  USGS QUAD   -  WATCH HILL (1984)
 LW3329
 LW3329                         *CURRENT SURVEY CONTROL
 LW3329  ___________________________________________________________________
 LW3329* NAD 83(1996)-  41 20 09.09692(N)    071 50 05.03149(W)     ADJUSTED  
 LW3329* NAVD 88     -                                                        
 LW3329  ___________________________________________________________________
 LW3329  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LW3329  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW3329
 LW3329  HORZ ORDER  -  THIRD
 LW3329
 LW3329.The horizontal coordinates were established by classical geodetic methods
 LW3329.and adjusted by the National Geodetic Survey in August 1998..
 LW3329
 LW3329
 LW3329.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3329
 LW3329.The geoid height was determined by GEOID03.
 LW3329
 LW3329;                    North         East     Units Scale Factor Converg.
 LW3329;SPC RI       -    28,099.007    71,980.946   MT  1.00000341   -0 13 15.9
 LW3329;SPC RI       -    92,188.16    236,157.49   sFT  1.00000341   -0 13 15.9
 LW3329;UTM  19      - 4,579,919.081   262,796.558   MT  1.00029250   -1 52 23.3
 LW3329
 LW3329                          SUPERSEDED SURVEY CONTROL
 LW3329
 LW3329  NAD 83(1992)-  41 20 09.09560(N)    071 50 05.03071(W) AD(       ) 4
 LW3329  NAD 83(1986)-  41 20 09.09475(N)    071 50 05.03295(W) AD(       ) 4
 LW3329  NAD 27      -  41 20 08.74000(N)    071 50 06.79000(W) AD(       ) 3
 LW3329
 LW3329.Superseded values are not recommended for survey control.
 LW3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3329.See file dsdata.txt to determine how the superseded data were derived.
 LW3329
 LW3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6279779919(NAD 83)
 LW3329_MARKER: 86 = CUPOLA
 LW3329
 LW3329  HISTORY     - Date     Condition        Report By
 LW3329  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3329  HISTORY     - 1948     GOOD             CGS
 LW3329  HISTORY     - 1954     GOOD             CGS
 LW3329  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW3329
 LW3329                          STATION DESCRIPTION
 LW3329
 LW3329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3329'THE HOUSE OF MR. HAROLD MOORE IS ON THE E BANK OF THE PAWCATUCK
 LW3329'RIVER ON THE END OF INDIAN POINT AND AT THE N END OF THE VILLAGE
 LW3329'OF AVONDALE.  THE HOUSE IS A THREE-STORY FRAME STUCTURE WITH A
 LW3329'RED METAL ROOF.  THE CUPOLA IS ON THE N SIDE OF THE HOUSE.  THE
 LW3329'ROOF OF THE CUPOLA IS VERY STEEP AND HAS A ROUND BALL AT THE
 LW3329'APEX.  STATION U.S.E. NO. 4 IS IN THE FRONT YARD.
 LW3329'
 LW3329'THE STATION IS THE APEX OF THE CUPOLA.  HEIGHT ABOUT 50 FEET.
 LW3329
 LW3329                          STATION RECOVERY (1948)
 LW3329
 LW3329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3329'STATION RECOVERED AS DESCRIBED.  IT IS COVERED WITH RED
 LW3329'COMPOSITION SHINGLES.  DESCRIPTION IS ADEQUATE.
 LW3329
 LW3329                          STATION RECOVERY (1954)
 LW3329
 LW3329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3329'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION
 LW3329'IS ADEQUATE.
 LW3329
 LW3329                          STATION RECOVERY (1990)
 LW3329
 LW3329'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2293 ***********************************************************************
 LW2293  DESIGNATION -  MOUND 1874
 LW2293  PID         -  LW2293
 LW2293  STATE/COUNTY-  RI/NEWPORT
 LW2293  USGS QUAD   -  FALL RIVER (1979)
 LW2293
 LW2293                         *CURRENT SURVEY CONTROL
 LW2293  ___________________________________________________________________
 LW2293* NAD 83(1996)-  41 38 13.86830(N)    071 13 10.17298(W)     ADJUSTED  
 LW2293* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 LW2293  ___________________________________________________________________
 LW2293  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 LW2293  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW2293
 LW2293  HORZ ORDER  -  THIRD
 LW2293
 LW2293.The horizontal coordinates were established by classical geodetic methods
 LW2293.and adjusted by the National Geodetic Survey in August 1998..
 LW2293
 LW2293.The orthometric height was scaled from a topographic map.
 LW2293
 LW2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2293
 LW2293.The geoid height was determined by GEOID03.
 LW2293
 LW2293;                    North         East     Units Scale Factor Converg.
 LW2293;SPC RI       -    61,548.951   123,371.672   MT  1.00000047   +0 11 10.9
 LW2293;SPC RI       -   201,931.85    404,761.89   sFT  1.00000047   +0 11 10.9
 LW2293;SPC MA M     -   820,810.480   223,372.059   MT  1.00001258   +0 11 18.3
 LW2293;SPC MA M     - 2,692,942.38    732,846.50   sFT  1.00001258   +0 11 18.3
 LW2293;UTM  19      - 4,611,874.187   315,140.972   MT  1.00002055   -1 28 30.3
 LW2293
 LW2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2293!SPC RI       -   1.00000014  x   1.00000047  =   1.00000061
 LW2293!SPC MA M     -   1.00000014  x   1.00001258  =   1.00001272
 LW2293!UTM  19      -   1.00000014  x   1.00002055  =   1.00002069
 LW2293
 LW2293:                Primary Azimuth Mark                     Grid Az
 LW2293:SPC RI       -  QUAKER 1836                              205 35 02.5
 LW2293:SPC MA M     -  QUAKER 1836                              205 34 55.1
 LW2293:UTM  19      -  QUAKER 1836                              207 14 43.7
 LW2293
 LW2293|---------------------------------------------------------------------|
 LW2293| PID    Reference Object                     Distance      Geod. Az  |
 LW2293|                                                           dddmmss.s |
 LW2293| LW2452 QUAKER 1836                         APPROX. 6.7 KM 2054613.4 |
 LW2293|---------------------------------------------------------------------|
 LW2293
 LW2293                          SUPERSEDED SURVEY CONTROL
 LW2293
 LW2293  NAD 83(1996)-  41 38 13.86820(N)    071 13 10.17290(W) AD(       ) 3
 LW2293  NAD 83(1992)-  41 38 13.86655(N)    071 13 10.17197(W) AD(       ) 3
 LW2293  NAD 83(1992)-  41 38 13.86626(N)    071 13 10.17188(W) AD(       ) 3
 LW2293  NAD 83(1986)-  41 38 13.86705(N)    071 13 10.17067(W) AD(       ) 3
 LW2293  NAD 27      -  41 38 13.49000(N)    071 13 12.00900(W) AD(       ) 3
 LW2293
 LW2293.Superseded values are not recommended for survey control.
 LW2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2293.See file dsdata.txt to determine how the superseded data were derived.
 LW2293
 LW2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1514111874(NAD 83)
 LW2293
 LW2293  HISTORY     - Date     Condition        Report By
 LW2293  HISTORY     - 1874     MONUMENTED       CGS
 LW2293
 LW2293                          STATION DESCRIPTION
 LW2293
 LW2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (AMH)
 LW2293'STATION REPORTED DESTROYED IN 1913.  SUPERSEDED IN 1917 BY HUMMOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2215 ***********************************************************************
 LW2215  DESIGNATION -  MOUNT HOPE 2 RM 2=PR 38 C
 LW2215  PID         -  LW2215
 LW2215  STATE/COUNTY-  RI/BRISTOL
 LW2215  USGS QUAD   -  FALL RIVER (1979)
 LW2215
 LW2215                         *CURRENT SURVEY CONTROL
 LW2215  ___________________________________________________________________
 LW2215* NAD 83(1996)-  41 40 27.50759(N)    071 14 24.48557(W)     ADJUSTED  
 LW2215* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 LW2215  ___________________________________________________________________
 LW2215  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LW2215  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW2215
 LW2215  HORZ ORDER  -  SECOND
 LW2215
 LW2215.The horizontal coordinates were established by classical geodetic methods
 LW2215.and adjusted by the National Geodetic Survey in August 1998..
 LW2215
 LW2215.The orthometric height was scaled from a topographic map.
 LW2215
 LW2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2215
 LW2215.The geoid height was determined by GEOID03.
 LW2215
 LW2215;                    North         East     Units Scale Factor Converg.
 LW2215;SPC RI       -    65,666.559   121,639.334   MT  0.99999951   +0 10 22.0
 LW2215;SPC RI       -   215,441.04    399,078.38   sFT  0.99999951   +0 10 22.0
 LW2215;SPC MA M     -   824,928.069   221,639.567   MT  1.00000647   +0 10 28.4
 LW2215;SPC MA M     - 2,706,451.51    727,162.48   sFT  1.00000647   +0 10 28.4
 LW2215;UTM  19      - 4,616,040.409   313,528.752   MT  1.00002791   -1 29 23.6
 LW2215
 LW2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2215!SPC RI       -   0.99999512  x   0.99999951  =   0.99999463
 LW2215!SPC MA M     -   0.99999512  x   1.00000647  =   1.00000159
 LW2215!UTM  19      -   0.99999512  x   1.00002791  =   1.00002303
 LW2215
 LW2215                          SUPERSEDED SURVEY CONTROL
 LW2215
 LW2215  NAD 83(1996)-  41 40 27.50748(N)    071 14 24.48555(W) AD(       ) 2
 LW2215  NAD 83(1992)-  41 40 27.50581(N)    071 14 24.48448(W) AD(       ) 2
 LW2215  NAD 83(1992)-  41 40 27.50556(N)    071 14 24.48457(W) AD(       ) 2
 LW2215  NAD 83(1986)-  41 40 27.50607(N)    071 14 24.48310(W) AD(       ) 2
 LW2215  NAD 27      -  41 40 27.13540(N)    071 14 26.31805(W) AD(       ) 2
 LW2215
 LW2215.Superseded values are not recommended for survey control.
 LW2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2215.See file dsdata.txt to determine how the superseded data were derived.
 LW2215
 LW2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1352916040(NAD 83)
 LW2215
 LW2215  HISTORY     - Date     Condition        Report By
 LW2215  HISTORY     - 1958     MONUMENTED       CGS
 LW2215
 LW2215                          STATION DESCRIPTION
 LW2215
 LW2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW2215'SEE STATION MOUNT HOPE 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3481 ***********************************************************************
 LW3481  DESIGNATION -  MOWRY FIRE TOWER
 LW3481  PID         -  LW3481
 LW3481  STATE/COUNTY-  RI/PROVIDENCE
 LW3481  USGS QUAD   -  GEORGIAVILLE (1975)
 LW3481
 LW3481                         *CURRENT SURVEY CONTROL
 LW3481  ___________________________________________________________________
 LW3481* NAD 83(1996)-  41 58 39.43531(N)    071 33 12.79884(W)     ADJUSTED  
 LW3481* NAVD 88     -                                                        
 LW3481  ___________________________________________________________________
 LW3481  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LW3481  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW3481
 LW3481  HORZ ORDER  -  THIRD
 LW3481
 LW3481.The horizontal coordinates were established by classical geodetic methods
 LW3481.and adjusted by the National Geodetic Survey in August 1998..
 LW3481
 LW3481
 LW3481.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3481
 LW3481.The geoid height was determined by GEOID03.
 LW3481
 LW3481;                    North         East     Units Scale Factor Converg.
 LW3481;SPC RI       -    99,324.082    95,561.381   MT  0.99999399   -0 02 09.0
 LW3481;SPC RI       -   325,865.76    313,520.96   sFT  0.99999399   -0 02 09.0
 LW3481;SPC MA M     -   858,585.034   195,561.478   MT  0.99997209   -0 02 09.5
 LW3481;SPC MA M     - 2,816,874.40    641,604.62   sFT  0.99997209   -0 02 09.5
 LW3481;UTM  19      - 4,650,445.806   288,439.047   MT  1.00015078   -1 42 30.8
 LW3481
 LW3481                          SUPERSEDED SURVEY CONTROL
 LW3481
 LW3481  NAD 83(1996)-  41 58 39.43525(N)    071 33 12.79884(W) AD(       ) 4
 LW3481  NAD 83(1992)-  41 58 39.43414(N)    071 33 12.79778(W) AD(       ) 4
 LW3481  NAD 83(1992)-  41 58 39.43409(N)    071 33 12.79784(W) AD(       ) 4
 LW3481  NAD 83(1986)-  41 58 39.43389(N)    071 33 12.79809(W) AD(       ) 4
 LW3481  NAD 27      -  41 58 39.07883(N)    071 33 14.56939(W) AD(       ) 3
 LW3481
 LW3481.Superseded values are not recommended for survey control.
 LW3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3481.See file dsdata.txt to determine how the superseded data were derived.
 LW3481
 LW3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8843950446(NAD 83)
 LW3481_MARKER: 55 = TOWER
 LW3481_SETTING: 0 = UNSPECIFIED SETTING
 LW3481_MARK LOGO: CGS   
 LW3481
 LW3481  HISTORY     - Date     Condition        Report By
 LW3481  HISTORY     - 1958     FIRST OBSERVED   CGS
 LW3481  HISTORY     - 1958     GOOD             CGS
 LW3481  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3481  HISTORY     - 1986     GOOD             RIGS
 LW3481  HISTORY     - 19880606 GOOD             RIGS
 LW3481
 LW3481                          STATION DESCRIPTION
 LW3481
 LW3481'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW3481'THE STATION IS THE CENTER OF THE TOP OF THE LOOKOUT TOWER
 LW3481'LOCATED ABOUT 2 MILES SOUTH OF THE INTERSECTION OF STATE
 LW3481'HIGHWAY 146 AND WOONSOCKET ROAD.  A DIRT ROAD LEADS FROM THIS
 LW3481'JUNCTION TO THE TOWER.  THE TOWER IS ABOUT 80 FEET HIGH.  IT
 LW3481'IS JUST SOUTHEAST OF AN OLD LOOKOUT TOWER.
 LW3481'
 LW3481'OFFICE NOTE--ALSO IDENTIFIED AS WOONSOCKET HILL LOOKOUT TOWER 1958.
 LW3481
 LW3481                          STATION RECOVERY (1958)
 LW3481
 LW3481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LW3481'RECOVERED IN GOOD CONDITION.
 LW3481
 LW3481                          STATION RECOVERY (1968)
 LW3481
 LW3481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3481'THE STATION, NORTH SMITHFIELD MOWRY FIRE TOWER, IS THE TOP CENTER
 LW3481'OF THE LOOKOUT HOUSE WHICH IS SUPPORTED BY 4 STEEL LEGS AND IS
 LW3481'ABOUT 75 FEET IN HEIGHT.
 LW3481'
 LW3481'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5
 LW3481'AND 104 (ABOUT 3-1/2 MILES SOUTHWEST OF WOONSOCKET), GO NORTH ON
 LW3481'STATE HIGHWAY 5 FOR 0.15 MILE TO A ROAD RIGHT.  TURN RIGHT AND
 LW3481'GO NORTHERLY ON WOON. HILL ROAD FOR 0.55 MILE TO A T-ROAD.  TURN
 LW3481'RIGHT AND CONTINUE NORTHERLY UP HILL ON WOON. HILL ROAD FOR 0.7
 LW3481'MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO NORTHERLY
 LW3481'UP HILL ON GRAVELED ROAD FOR 0.4 MILE TO THE STATION.
 LW3481
 LW3481                          STATION RECOVERY (1986)
 LW3481
 LW3481'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW3481'THE STATION WAS RECOVERED AT THIS DATE.
 LW3481'THE NEW OWNER OF THE PROPERTY IS MR. DREW PALMER OF WOONSOCKET.
 LW3481
 LW3481                          STATION RECOVERY (1988)
 LW3481
 LW3481'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW3481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2210 ***********************************************************************
 LW2210  DESIGNATION -  MT HOPE 1843
 LW2210  PID         -  LW2210
 LW2210  STATE/COUNTY-  RI/BRISTOL
 LW2210  USGS QUAD   -  FALL RIVER (1979)
 LW2210
 LW2210                         *CURRENT SURVEY CONTROL
 LW2210  ___________________________________________________________________
 LW2210* NAD 83(1996)-  41 40 25.95075(N)    071 14 24.48579(W)     ADJUSTED  
 LW2210* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 LW2210  ___________________________________________________________________
 LW2210  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 LW2210  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW2210
 LW2210  HORZ ORDER  -  SECOND
 LW2210
 LW2210.The horizontal coordinates were established by classical geodetic methods
 LW2210.and adjusted by the National Geodetic Survey in August 1998..
 LW2210
 LW2210.The orthometric height was scaled from a topographic map.
 LW2210
 LW2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2210
 LW2210.The geoid height was determined by GEOID03.
 LW2210
 LW2210;                    North         East     Units Scale Factor Converg.
 LW2210;SPC RI       -    65,618.528   121,639.474   MT  0.99999951   +0 10 22.0
 LW2210;SPC RI       -   215,283.45    399,078.84   sFT  0.99999951   +0 10 22.0
 LW2210;UTM  19      - 4,615,992.393   313,527.498   MT  1.00002792   -1 29 23.5
 LW2210
 LW2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2210!SPC RI       -   0.99999418  x   0.99999951  =   0.99999369
 LW2210!UTM  19      -   0.99999418  x   1.00002792  =   1.00002210
 LW2210
 LW2210                          SUPERSEDED SURVEY CONTROL
 LW2210
 LW2210  NAD 83(1996)-  41 40 25.95068(N)    071 14 24.48583(W) AD(       ) 2
 LW2210  NAD 83(1992)-  41 40 25.94901(N)    071 14 24.48454(W) AD(       ) 2
 LW2210  NAD 83(1992)-  41 40 25.94881(N)    071 14 24.48441(W) AD(       ) 2
 LW2210  NAD 83(1986)-  41 40 25.94928(N)    071 14 24.48286(W) AD(       ) 2
 LW2210  NAD 27      -  41 40 25.58100(N)    071 14 26.31600(W) AD(       ) 2
 LW2210
 LW2210.Superseded values are not recommended for survey control.
 LW2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2210.See file dsdata.txt to determine how the superseded data were derived.
 LW2210
 LW2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1352715992(NAD 83)
 LW2210
 LW2210  HISTORY     - Date     Condition        Report By
 LW2210  HISTORY     - 1843     MONUMENTED       CGS
 LW2210
 LW2210                          STATION DESCRIPTION
 LW2210
 LW2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1843 (EB)
 LW2210'STATION LOST, SUPERSEDED IN 1874 BY MOUNT HOPE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2349 ***********************************************************************
 LW2349  DESIGNATION -  MT HOPE BRIDGE NORTH TOWER
 LW2349  PID         -  LW2349
 LW2349  STATE/COUNTY-  RI/BRISTOL
 LW2349  USGS QUAD   -  BRISTOL (1975)
 LW2349
 LW2349                         *CURRENT SURVEY CONTROL
 LW2349  ___________________________________________________________________
 LW2349* NAD 83(1996)-  41 38 29.06017(N)    071 15 31.98671(W)     ADJUSTED  
 LW2349* NAVD 88     -                                                        
 LW2349  ___________________________________________________________________
 LW2349  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW2349  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW2349
 LW2349  HORZ ORDER  -  THIRD
 LW2349
 LW2349.The horizontal coordinates were established by classical geodetic methods
 LW2349.and adjusted by the National Geodetic Survey in August 1998..
 LW2349
 LW2349
 LW2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2349
 LW2349.The geoid height was determined by GEOID03.
 LW2349
 LW2349;                    North         East     Units Scale Factor Converg.
 LW2349;SPC RI       -    62,007.718   120,088.189   MT  0.99999871   +0 09 36.8
 LW2349;SPC RI       -   203,436.99    393,989.33   sFT  0.99999871   +0 09 36.8
 LW2349;UTM  19      - 4,612,427.982   311,872.078   MT  1.00003555   -1 30 05.0
 LW2349
 LW2349                          SUPERSEDED SURVEY CONTROL
 LW2349
 LW2349  NAD 83(1996)-  41 38 29.05984(N)    071 15 31.98669(W) AD(       ) 4
 LW2349  NAD 83(1992)-  41 38 29.05852(N)    071 15 31.98576(W) AD(       ) 4
 LW2349  NAD 83(1992)-  41 38 29.05821(N)    071 15 31.98557(W) AD(       ) 4
 LW2349  NAD 83(1986)-  41 38 29.05881(N)    071 15 31.98413(W) AD(       ) 4
 LW2349  NAD 27      -  41 38 28.70893(N)    071 15 33.80580(W) AD(       ) 3
 LW2349
 LW2349.Superseded values are not recommended for survey control.
 LW2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2349.See file dsdata.txt to determine how the superseded data were derived.
 LW2349
 LW2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1187212428(NAD 83)
 LW2349
 LW2349  HISTORY     - Date     Condition        Report By
 LW2349  HISTORY     - UNK      MONUMENTED
 LW2349  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2349
 LW2349                          STATION DESCRIPTION
 LW2349
 LW2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2349'STATION WAS RECOVERED IN GOOD CONDITION.  A DESCRIPTION FOLLOWS--
 LW2349'
 LW2349'THE STATION IS THE N STEEL TOWER OF THE MOUNT HOPE BRIDGE.  IT IS
 LW2349'PAINTED GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2348 ***********************************************************************
 LW2348  DESIGNATION -  MT HOPE BRIDGE SOUTH TOWER
 LW2348  PID         -  LW2348
 LW2348  STATE/COUNTY-  RI/BRISTOL
 LW2348  USGS QUAD   -  BRISTOL (1975)
 LW2348
 LW2348                         *CURRENT SURVEY CONTROL
 LW2348  ___________________________________________________________________
 LW2348* NAD 83(1996)-  41 38 18.22979(N)    071 15 25.53679(W)     ADJUSTED  
 LW2348* NAVD 88     -                                                        
 LW2348  ___________________________________________________________________
 LW2348  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LW2348  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW2348
 LW2348  HORZ ORDER  -  THIRD
 LW2348
 LW2348.The horizontal coordinates were established by classical geodetic methods
 LW2348.and adjusted by the National Geodetic Survey in August 1998..
 LW2348
 LW2348
 LW2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2348
 LW2348.The geoid height was determined by GEOID03.
 LW2348
 LW2348;                    North         East     Units Scale Factor Converg.
 LW2348;SPC RI       -    61,674.003   120,238.399   MT  0.99999879   +0 09 41.0
 LW2348;SPC RI       -   202,342.12    394,482.15   sFT  0.99999879   +0 09 41.0
 LW2348;UTM  19      - 4,612,090.039   312,012.554   MT  1.00003490   -1 30 00.4
 LW2348
 LW2348                          SUPERSEDED SURVEY CONTROL
 LW2348
 LW2348  NAD 83(1996)-  41 38 18.22947(N)    071 15 25.53676(W) AD(       ) 4
 LW2348  NAD 83(1992)-  41 38 18.22814(N)    071 15 25.53585(W) AD(       ) 4
 LW2348  NAD 83(1992)-  41 38 18.22783(N)    071 15 25.53564(W) AD(       ) 4
 LW2348  NAD 83(1986)-  41 38 18.22830(N)    071 15 25.53430(W) AD(       ) 4
 LW2348  NAD 27      -  41 38 17.86200(N)    071 15 27.36300(W) AD(       ) 3
 LW2348
 LW2348.Superseded values are not recommended for survey control.
 LW2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2348.See file dsdata.txt to determine how the superseded data were derived.
 LW2348
 LW2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1201312090(NAD 83)
 LW2348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2348+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 LW2348
 LW2348  HISTORY     - Date     Condition        Report By
 LW2348  HISTORY     - UNK      MONUMENTED
 LW2348  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2348  HISTORY     - 20050515 GOOD             USPSQD
 LW2348
 LW2348                          STATION DESCRIPTION
 LW2348
 LW2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2348'STATION WAS RECOVERED IN GOOD CONDITION.  A DESCRIPTION FOLLOWS--
 LW2348'
 LW2348'THE STATION IS THE S STEEL TOWER OF THE MOUNT HOPE BRIDGE.  IT
 LW2348'IS PAINTED GREEN.
 LW2348
 LW2348                          STATION RECOVERY (2005)
 LW2348
 LW2348'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2344 ***********************************************************************
 LW2344  DESIGNATION -  MUSSEL BED SHOALS LIGHTHOUSE
 LW2344  PID         -  LW2344
 LW2344  STATE/COUNTY-  RI/NEWPORT
 LW2344  USGS QUAD   -  BRISTOL (1975)
 LW2344
 LW2344                         *CURRENT SURVEY CONTROL
 LW2344  ___________________________________________________________________
 LW2344* NAD 83(1996)-  41 38 10.57541(N)    071 15 35.78731(W)     ADJUSTED  
 LW2344* NAVD 88     -                                                        
 LW2344  ___________________________________________________________________
 LW2344  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW2344  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW2344
 LW2344  HORZ ORDER  -  THIRD
 LW2344
 LW2344.The horizontal coordinates were established by classical geodetic methods
 LW2344.and adjusted by the National Geodetic Survey in August 1998..
 LW2344
 LW2344
 LW2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2344
 LW2344.The geoid height was determined by GEOID03.
 LW2344
 LW2344;                    North         East     Units Scale Factor Converg.
 LW2344;SPC RI       -    61,437.188   120,001.821   MT  0.99999867   +0 09 34.2
 LW2344;SPC RI       -   201,565.17    393,705.97   sFT  0.99999867   +0 09 34.2
 LW2344;UTM  19      - 4,611,860.175   311,769.200   MT  1.00003603   -1 30 07.0
 LW2344
 LW2344                          SUPERSEDED SURVEY CONTROL
 LW2344
 LW2344  NAD 83(1996)-  41 38 10.57527(N)    071 15 35.78717(W) AD(       ) 4
 LW2344  NAD 83(1992)-  41 38 10.57371(N)    071 15 35.78627(W) AD(       ) 4
 LW2344  NAD 83(1992)-  41 38 10.57328(N)    071 15 35.78631(W) AD(       ) 4
 LW2344  NAD 83(1986)-  41 38 10.57378(N)    071 15 35.78486(W) AD(       ) 4
 LW2344  NAD 27      -  41 38 10.19800(N)    071 15 37.62600(W) AD(       ) 3
 LW2344
 LW2344.Superseded values are not recommended for survey control.
 LW2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2344.See file dsdata.txt to determine how the superseded data were derived.
 LW2344
 LW2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1176911860(NAD 83)
 LW2344
 LW2344  HISTORY     - Date     Condition        Report By
 LW2344  HISTORY     - UNK      MONUMENTED
 LW2344  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2344
 LW2344                          STATION DESCRIPTION
 LW2344
 LW2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2344'STATION DESTROYED.  ACCORDING TO THE LIGHT LIST THIS LIGHT WAS
 LW2344'REBUILT IN 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0779 ***********************************************************************
 LW0779  DESIGNATION -  N 1
 LW0779  PID         -  LW0779
 LW0779  STATE/COUNTY-  RI/WASHINGTON
 LW0779  USGS QUAD   -  KINGSTON (1975)
 LW0779
 LW0779                         *CURRENT SURVEY CONTROL
 LW0779  ___________________________________________________________________
 LW0779* NAD 83(1986)-  41 26 49.     (N)    071 37 27.     (W)     SCALED    
 LW0779* NAVD 88     -        30.053  (meters)      98.60   (feet)  POSTED    
 LW0779  ___________________________________________________________________
 LW0779  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW0779  DYNAMIC HT  -          30.040 (meters)      98.56  (feet)  COMP
 LW0779  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LW0779
 LW0779  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LW0779
 LW0779.The horizontal coordinates were scaled from a topographic map and have
 LW0779.an estimated accuracy of +/- 6 seconds.
 LW0779
 LW0779.The orthometric height was determined by differential leveling
 LW0779.and adjusted by the National Geodetic Survey in 1992..
 LW0779.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LW0779.rate of 0.0 thru 1.0 mm/km.
 LW0779
 LW0779.The geoid height was determined by GEOID03.
 LW0779
 LW0779.The dynamic height is computed by dividing the NAVD 88
 LW0779.geopotential number by the normal gravity value computed on the
 LW0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0779.degrees latitude (g = 980.6199 gals.).
 LW0779
 LW0779.The modeled gravity was interpolated from observed gravity values.
 LW0779
 LW0779;                    North         East    Units  Estimated Accuracy
 LW0779;SPC RI       -    40,390.       89,620.      MT  (+/- 180 meters Scaled)
 LW0779
 LW0779                          SUPERSEDED SURVEY CONTROL
 LW0779
 LW0779.No superseded survey control is available for this station.
 LW0779
 LW0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF807916(NAD 83)
 LW0779_MARKER: DB = BENCH MARK DISK
 LW0779_SETTING: 66 = SET IN ROCK OUTCROP
 LW0779_SP_SET: ROCK CUT
 LW0779_STAMPING: ELEV 99.534 FT N 1 1923
 LW0779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0779+STABILITY: POSITION/ELEVATION WELL
 LW0779
 LW0779  HISTORY     - Date     Condition        Report By
 LW0779  HISTORY     - 1923     MONUMENTED       CGS
 LW0779  HISTORY     - 1965     GOOD             NGS
 LW0779  HISTORY     - 1987     GOOD             USPSQD
 LW0779  HISTORY     - 1988     GOOD             USPSQD
 LW0779  HISTORY     - 1989     POOR             USPSQD
 LW0779  HISTORY     - 1990     POOR             USPSQD
 LW0779  HISTORY     - 19980921 GOOD             USPSQD
 LW0779
 LW0779                          STATION DESCRIPTION
 LW0779
 LW0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0779'AT KENYONS.
 LW0779'AT KENYONS, WASHINGTON COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LW0779'HARTFORD RAILROAD, 15-1/2 RAILS EAST OF THE EAST END OF THE
 LW0779'OLD STATION BUILDING (NO LONGER USED), 19 RAILS EAST OF THE
 LW0779'EAST END OF BRIDGE 30.89 OVER A BRANCH OF PAWCATUCK RIVER,
 LW0779'4-1/2 RAILS EAST OF BRIDGE 31.00 OVER THE RAILROAD AT KENYON
 LW0779'ROAD, 7.1 FEET SOUTH OF THE SOUTH RAIL, IN THE FACE OF A ROCK
 LW0779'CUT, AND ABOUT 2 FEET ABOVE THE TRACK.  A STANDARD DISK, STAMPED
 LW0779'ELEV 99.534 FT N 1 1923 AND SET VERTICALLY.  NOT LEVELED OVER
 LW0779'BY THIS PARTY IN 1969.
 LW0779
 LW0779                          STATION RECOVERY (1987)
 LW0779
 LW0779'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0779'RECOVERED IN GOOD CONDITION.
 LW0779
 LW0779                          STATION RECOVERY (1988)
 LW0779
 LW0779'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0779'RECOVERED IN GOOD CONDITION.
 LW0779
 LW0779                          STATION RECOVERY (1989)
 LW0779
 LW0779'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0779'MARK RECOVERED IN POOR CONDITION.
 LW0779
 LW0779                          STATION RECOVERY (1990)
 LW0779
 LW0779'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0779'MARK RECOVERED IN POOR CONDITION.
 LW0779
 LW0779                          STATION RECOVERY (1998)
 LW0779
 LW0779'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0167 ***********************************************************************
 LW0167  DESIGNATION -  N 16
 LW0167  PID         -  LW0167
 LW0167  STATE/COUNTY-  RI/PROVIDENCE
 LW0167  USGS QUAD   -  PROVIDENCE (1975)
 LW0167
 LW0167                         *CURRENT SURVEY CONTROL
 LW0167  ___________________________________________________________________
 LW0167* NAD 83(1986)-  41 51 03.     (N)    071 24 07.     (W)     SCALED    
 LW0167* NAVD 88     -        23.405  (meters)      76.79   (feet)  ADJUSTED  
 LW0167  ___________________________________________________________________
 LW0167  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LW0167  DYNAMIC HT  -          23.398 (meters)      76.76  (feet)  COMP
 LW0167  MODELED GRAV-     980,323.7   (mgal)                       NAVD 88
 LW0167
 LW0167  VERT ORDER  -  FIRST     CLASS II
 LW0167
 LW0167.The horizontal coordinates were scaled from a topographic map and have
 LW0167.an estimated accuracy of +/- 6 seconds.
 LW0167
 LW0167.The orthometric height was determined by differential leveling
 LW0167.and adjusted by the National Geodetic Survey in June 1991..
 LW0167
 LW0167.The geoid height was determined by GEOID03.
 LW0167
 LW0167.The dynamic height is computed by dividing the NAVD 88
 LW0167.geopotential number by the normal gravity value computed on the
 LW0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0167.degrees latitude (g = 980.6199 gals.).
 LW0167
 LW0167.The modeled gravity was interpolated from observed gravity values.
 LW0167
 LW0167;                    North         East    Units  Estimated Accuracy
 LW0167;SPC RI       -    85,250.      108,140.      MT  (+/- 180 meters Scaled)
 LW0167
 LW0167                          SUPERSEDED SURVEY CONTROL
 LW0167
 LW0167  NGVD 29 (??/??/92)   23.650  (m)           77.59   (f) ADJ UNCH    1 2
 LW0167
 LW0167.Superseded values are not recommended for survey control.
 LW0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0167.See file dsdata.txt to determine how the superseded data were derived.
 LW0167
 LW0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG006360(NAD 83)
 LW0167_MARKER: DB = BENCH MARK DISK
 LW0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0167_SP_SET: FOUNDATION
 LW0167_STAMPING: N 16 1965
 LW0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0167
 LW0167  HISTORY     - Date     Condition        Report By
 LW0167  HISTORY     - 1965     MONUMENTED       CGS
 LW0167  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 LW0167  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 LW0167
 LW0167                          STATION DESCRIPTION
 LW0167
 LW0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0167'AT PROVIDENCE.
 LW0167'AT PROVIDENCE, ALONG NORTH MAIN STREET BETWEEN SECOND AND THIRD
 LW0167'STREETS, AT THE RHODE ISLAND AUDITORIUM, SET IN THE TOP OF A
 LW0167'PROJECTION OF THE FOUNDATION THAT IS ABOUT 2 FEET LONG AND 1 FOOT
 LW0167'WIDE, AT THE NORTH CORNER OF THE ARENA, 154 FEET SOUTHEAST OF
 LW0167'THE SOUTHEAST CURB OF NORTH MAIN STREET, 30 FEET SOUTHWEST OF
 LW0167'THE SOUTHWEST CURB OF THIRD STREET, 14.5 FEET SOUTHEAST OF THE
 LW0167'NORTH CORNER OF THE BUILDING AND ABOUT LEVEL WITH THE THIRD
 LW0167'STREET.
 LW0167
 LW0167                          STATION RECOVERY (1984)
 LW0167
 LW0167'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0167'MARK NOT FOUND.
 LW0167
 LW0167                          STATION RECOVERY (1984)
 LW0167
 LW0167'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0090 ***********************************************************************
 LW0090  DESIGNATION -  N 17
 LW0090  PID         -  LW0090
 LW0090  STATE/COUNTY-  RI/WASHINGTON
 LW0090  USGS QUAD   -  WICKFORD (1995)
 LW0090
 LW0090                         *CURRENT SURVEY CONTROL
 LW0090  ___________________________________________________________________
 LW0090* NAD 83(1986)-  41 36 29.     (N)    071 27 58.     (W)     SCALED    
 LW0090* NAVD 88     -        14.262  (meters)      46.79   (feet)  ADJUSTED  
 LW0090  ___________________________________________________________________
 LW0090  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LW0090  DYNAMIC HT  -          14.257 (meters)      46.77  (feet)  COMP
 LW0090  MODELED GRAV-     980,286.1   (mgal)                       NAVD 88
 LW0090
 LW0090  VERT ORDER  -  FIRST     CLASS I
 LW0090
 LW0090.The horizontal coordinates were scaled from a topographic map and have
 LW0090.an estimated accuracy of +/- 6 seconds.
 LW0090
 LW0090.The orthometric height was determined by differential leveling
 LW0090.and adjusted by the National Geodetic Survey in June 1991..
 LW0090
 LW0090.The geoid height was determined by GEOID03.
 LW0090
 LW0090.The dynamic height is computed by dividing the NAVD 88
 LW0090.geopotential number by the normal gravity value computed on the
 LW0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0090.degrees latitude (g = 980.6199 gals.).
 LW0090
 LW0090.The modeled gravity was interpolated from observed gravity values.
 LW0090
 LW0090;                    North         East    Units  Estimated Accuracy
 LW0090;SPC RI       -    58,280.      102,830.      MT  (+/- 180 meters Scaled)
 LW0090
 LW0090                          SUPERSEDED SURVEY CONTROL
 LW0090
 LW0090  NGVD 29 (??/??/92)   14.530  (m)           47.67   (f) ADJ UNCH    1 1
 LW0090
 LW0090.Superseded values are not recommended for survey control.
 LW0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0090.See file dsdata.txt to determine how the superseded data were derived.
 LW0090
 LW0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG945091(NAD 83)
 LW0090_MARKER: DB = BENCH MARK DISK
 LW0090_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0090_SP_SET: UNSPECIFIED ROCK
 LW0090_STAMPING: N 17 1965
 LW0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0090
 LW0090  HISTORY     - Date     Condition        Report By
 LW0090  HISTORY     - 1965     MONUMENTED       CGS
 LW0090  HISTORY     - 1974     GOOD             NGS
 LW0090  HISTORY     - 1988     GOOD             USPSQD
 LW0090  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 LW0090
 LW0090                          STATION DESCRIPTION
 LW0090
 LW0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0090'5.1 MI SW FROM EAST GREENWICH.
 LW0090'4.4 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LW0090'EAST GREENWICH, THENCE 0.7 MILE NORTHWEST ALONG DEVILS FOOT
 LW0090'ROAD, ABOUT 0.65 MILE SOUTHEAST ALONG DEVILS FOOT ROAD FROM THE
 LW0090'OVERPASS OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AT
 LW0090'DAVISVILLE, ABOUT 40 YARDS NORTHWEST OF THE JUNCTION OF SACHEM
 LW0090'ROAD, SET ON THE TOP OF A ROCK WHICH IS ABOUT 7 FEET LONG AND 6
 LW0090'FEET WIDE AND PROJECTS OUT OF A BANK FROM A RAVINE, 79 FEET
 LW0090'NORTHEAST OF THE CENTER LINE OF THE ROAD, 19 FEET SOUTHEAST OF
 LW0090'THE CENTER LINE OF A DRIVEWAY LEADING NORTHEAST TO A ONE-STORY
 LW0090'TAN HOUSE, AND ABOUT LEVEL WITH THE ROAD.
 LW0090
 LW0090                          STATION RECOVERY (1974)
 LW0090
 LW0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LW0090'RECOVERED IN GOOD CONDITION.
 LW0090
 LW0090                          STATION RECOVERY (1988)
 LW0090
 LW0090'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0090'RECOVERED IN GOOD CONDITION.
 LW0090
 LW0090                          STATION RECOVERY (2000)
 LW0090
 LW0090'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0761 ***********************************************************************
 LW0761  DESIGNATION -  N 18
 LW0761  PID         -  LW0761
 LW0761  STATE/COUNTY-  RI/WASHINGTON
 LW0761  USGS QUAD   -  CAROLINA (1970)
 LW0761
 LW0761                         *CURRENT SURVEY CONTROL
 LW0761  ___________________________________________________________________
 LW0761* NAD 83(1986)-  41 24 59.     (N)    071 43 45.     (W)     SCALED    
 LW0761* NAVD 88     -        12.985  (meters)      42.60   (feet)  ADJUSTED  
 LW0761  ___________________________________________________________________
 LW0761  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LW0761  DYNAMIC HT  -          12.980 (meters)      42.59  (feet)  COMP
 LW0761  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 LW0761
 LW0761  VERT ORDER  -  FIRST     CLASS I
 LW0761
 LW0761.The horizontal coordinates were scaled from a topographic map and have
 LW0761.an estimated accuracy of +/- 6 seconds.
 LW0761
 LW0761.The orthometric height was determined by differential leveling
 LW0761.and adjusted by the National Geodetic Survey in June 1991..
 LW0761
 LW0761.The geoid height was determined by GEOID03.
 LW0761
 LW0761.The dynamic height is computed by dividing the NAVD 88
 LW0761.geopotential number by the normal gravity value computed on the
 LW0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0761.degrees latitude (g = 980.6199 gals.).
 LW0761
 LW0761.The modeled gravity was interpolated from observed gravity values.
 LW0761
 LW0761;                    North         East    Units  Estimated Accuracy
 LW0761;SPC RI       -    37,010.       80,840.      MT  (+/- 180 meters Scaled)
 LW0761
 LW0761                          SUPERSEDED SURVEY CONTROL
 LW0761
 LW0761  NGVD 29 (??/??/92)   13.260  (m)           43.50   (f) ADJ UNCH    1 1
 LW0761
 LW0761.Superseded values are not recommended for survey control.
 LW0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0761.See file dsdata.txt to determine how the superseded data were derived.
 LW0761
 LW0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF719885(NAD 83)
 LW0761_MARKER: DB = BENCH MARK DISK
 LW0761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0761_SP_SET: ABUTMENT
 LW0761_STAMPING: N 18 1965
 LW0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0761
 LW0761  HISTORY     - Date     Condition        Report By
 LW0761  HISTORY     - 1965     MONUMENTED       CGS
 LW0761  HISTORY     - 1969     GOOD             NGS
 LW0761  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LW0761  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW0761
 LW0761                          STATION DESCRIPTION
 LW0761
 LW0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0761'1.9 MI NW FROM BRADFORD.
 LW0761'1.35 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM THE OVERPASS
 LW0761'OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, THENCE 0.55
 LW0761'MILE EAST ALONG BURDICKVILLE ROAD, 0.8 MILE SOUTHWEST OF THE
 LW0761'BURDICKVILLE ROAD OVERPASS OVER THE NY, NH AND H RAILROAD, SET
 LW0761'ON THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF
 LW0761'BRIDGE OVER PAWCATUCK RIVER, 11 FEET NORTH OF THE CENTER LINE OF
 LW0761'THE ROAD, 1.6 FEET SOUTH OF THE NORTH END OF THE ABUTMENT AND
 LW0761'ABOUT LEVEL WITH THE ROAD.
 LW0761
 LW0761                          STATION RECOVERY (1969)
 LW0761
 LW0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0761'RECOVERED IN GOOD CONDITION.
 LW0761
 LW0761                          STATION RECOVERY (1984)
 LW0761
 LW0761'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0761'MARK NOT FOUND.
 LW0761
 LW0761                          STATION RECOVERY (1988)
 LW0761
 LW0761'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1135 ***********************************************************************
 LW1135  DESIGNATION -  N 19
 LW1135  PID         -  LW1135
 LW1135  STATE/COUNTY-  RI/WASHINGTON
 LW1135  USGS QUAD   -  HOPE VALLEY (1975)
 LW1135
 LW1135                         *CURRENT SURVEY CONTROL
 LW1135  ___________________________________________________________________
 LW1135* NAD 83(1986)-  41 30 29.     (N)    071 41 45.     (W)     SCALED    
 LW1135* NAVD 88     -        41.681  (meters)     136.75   (feet)  ADJUSTED  
 LW1135  ___________________________________________________________________
 LW1135  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LW1135  DYNAMIC HT  -          41.666 (meters)     136.70  (feet)  COMP
 LW1135  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 LW1135
 LW1135  VERT ORDER  -  SECOND    CLASS 0
 LW1135
 LW1135.The horizontal coordinates were scaled from a topographic map and have
 LW1135.an estimated accuracy of +/- 6 seconds.
 LW1135
 LW1135.The orthometric height was determined by differential leveling
 LW1135.and adjusted by the National Geodetic Survey in June 1991..
 LW1135
 LW1135.The geoid height was determined by GEOID03.
 LW1135
 LW1135.The dynamic height is computed by dividing the NAVD 88
 LW1135.geopotential number by the normal gravity value computed on the
 LW1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1135.degrees latitude (g = 980.6199 gals.).
 LW1135
 LW1135.The modeled gravity was interpolated from observed gravity values.
 LW1135
 LW1135;                    North         East    Units  Estimated Accuracy
 LW1135;SPC RI       -    47,190.       83,650.      MT  (+/- 180 meters Scaled)
 LW1135
 LW1135                          SUPERSEDED SURVEY CONTROL
 LW1135
 LW1135  NGVD 29 (??/??/92)   41.951  (m)          137.63   (f) ADJ UNCH    2 0
 LW1135
 LW1135.Superseded values are not recommended for survey control.
 LW1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1135.See file dsdata.txt to determine how the superseded data were derived.
 LW1135
 LW1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF750986(NAD 83)
 LW1135_MARKER: DB = BENCH MARK DISK
 LW1135_SETTING: 66 = SET IN ROCK OUTCROP
 LW1135_SP_SET: ROCK CUT
 LW1135_STAMPING: N 19 1969
 LW1135_MARK LOGO: CGS   
 LW1135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1135+STABILITY: POSITION/ELEVATION WELL
 LW1135
 LW1135  HISTORY     - Date     Condition        Report By
 LW1135  HISTORY     - 1969     MONUMENTED       CGS
 LW1135  HISTORY     - 1984     GOOD             RIGS
 LW1135  HISTORY     - 1987     GOOD             USPSQD
 LW1135  HISTORY     - 1988     GOOD             USPSQD
 LW1135  HISTORY     - 19891214 GOOD             USPSQD
 LW1135  HISTORY     - 19901121 GOOD             USPSQD
 LW1135  HISTORY     - 20020710 MARK NOT FOUND   USPS
 LW1135
 LW1135                          STATION DESCRIPTION
 LW1135
 LW1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1135'1.6 MI E FROM HOPE VALLEY.
 LW1135'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE FIRST
 LW1135'BAPTIST CHURCH AT HOPE VALLEY, THENCE 0.4 MILE SOUTHWEST ALONG
 LW1135'INTERSTATE HIGHWAY 95, SET ON THE TOP OF THE SOUTHWEST END OF A
 LW1135'100 FOOT LONG AND 12 FOOT HIGH ROCK CUT, (THE SOUTHWEST ONE OF
 LW1135'THREE CUTS), 73 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LW1135'NORTHBOUND LANE OF THE HIGHWAY, 8 FEET SOUTHEAST OF THE NORTHWEST
 LW1135'EDGE OF THE ROCK CUT, 6 FEET NORTHEAST OF THE SOUTHWEST EDGE OF
 LW1135'THE CUT AND 10 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1135
 LW1135                          STATION RECOVERY (1984)
 LW1135
 LW1135'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1135'RECOVERED IN GOOD CONDITION.
 LW1135
 LW1135                          STATION RECOVERY (1987)
 LW1135
 LW1135'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1135'RECOVERED IN GOOD CONDITION.
 LW1135
 LW1135                          STATION RECOVERY (1988)
 LW1135
 LW1135'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1135'RECOVERED IN GOOD CONDITION.
 LW1135
 LW1135                          STATION RECOVERY (1989)
 LW1135
 LW1135'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1135'RECOVERED IN GOOD CONDITION.
 LW1135
 LW1135                          STATION RECOVERY (1990)
 LW1135
 LW1135'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1135'RECOVERED IN GOOD CONDITION.
 LW1135
 LW1135                          STATION RECOVERY (2002)
 LW1135
 LW1135'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0813 ***********************************************************************
 LW0813  DESIGNATION -  N 2
 LW0813  PID         -  LW0813
 LW0813  STATE/COUNTY-  RI/WASHINGTON
 LW0813  USGS QUAD   -  WATCH HILL (1984)
 LW0813
 LW0813                         *CURRENT SURVEY CONTROL
 LW0813  ___________________________________________________________________
 LW0813* NAD 83(1986)-  41 19 36.     (N)    071 49 31.     (W)     SCALED    
 LW0813* NAVD 88     -         9.053  (meters)      29.70   (feet)  ADJUSTED  
 LW0813  ___________________________________________________________________
 LW0813  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW0813  DYNAMIC HT  -           9.050 (meters)      29.69  (feet)  COMP
 LW0813  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 LW0813
 LW0813  VERT ORDER  -  SECOND    CLASS 0
 LW0813
 LW0813.The horizontal coordinates were scaled from a topographic map and have
 LW0813.an estimated accuracy of +/- 6 seconds.
 LW0813
 LW0813.The orthometric height was determined by differential leveling
 LW0813.and adjusted by the National Geodetic Survey in June 1991..
 LW0813
 LW0813.The geoid height was determined by GEOID03.
 LW0813
 LW0813.The dynamic height is computed by dividing the NAVD 88
 LW0813.geopotential number by the normal gravity value computed on the
 LW0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0813.degrees latitude (g = 980.6199 gals.).
 LW0813
 LW0813.The modeled gravity was interpolated from observed gravity values.
 LW0813
 LW0813;                    North         East    Units  Estimated Accuracy
 LW0813;SPC RI       -    27,080.       72,770.      MT  (+/- 180 meters Scaled)
 LW0813
 LW0813                          SUPERSEDED SURVEY CONTROL
 LW0813
 LW0813  NGVD 29 (??/??/92)    9.342  (m)           30.65   (f) ADJ UNCH    2 0
 LW0813
 LW0813.Superseded values are not recommended for survey control.
 LW0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0813.See file dsdata.txt to determine how the superseded data were derived.
 LW0813
 LW0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF635788(NAD 83)
 LW0813_MARKER: DB = BENCH MARK DISK
 LW0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0813_SP_SET: CATCH BASIN
 LW0813_STAMPING: N 2 1943
 LW0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0813
 LW0813  HISTORY     - Date     Condition        Report By
 LW0813  HISTORY     - 1943     MONUMENTED       CGS
 LW0813  HISTORY     - 1984     GOOD             USPSQD
 LW0813  HISTORY     - 1988     GOOD             USPSQD
 LW0813  HISTORY     - 1989     GOOD             USPSQD
 LW0813  HISTORY     - 1989     GOOD             USPSQD
 LW0813
 LW0813                          STATION DESCRIPTION
 LW0813
 LW0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0813'0.5 MI NE FROM WATCH HILL.
 LW0813'0.5 MILE NORTHEAST ALONG WESTERLY ROAD FROM THE POST OFFICE AT
 LW0813'WATCH HILL, WASHINGTON COUNTY, THENCE 1.9 MILES NORTHEAST ALONG
 LW0813'OCEAN VIEW HIGHWAY, AT THE INTERSECTION OF SHORE ROAD, 69.4 FEET
 LW0813'SOUTH-SOUTHWEST OF THE CENTER LINE OF SHORE ROAD, 23 FEET
 LW0813'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET
 LW0813'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND IN A CONCRETE
 LW0813'CATCH BASIN.  A STANDARD DISK, STAMPED N 2 1943.
 LW0813
 LW0813                          STATION RECOVERY (1984)
 LW0813
 LW0813'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0813'RECOVERED IN GOOD CONDITION.
 LW0813
 LW0813                          STATION RECOVERY (1988)
 LW0813
 LW0813'RECOVERY NOTE BY US POWER SQUADRON 1988 (BAM)
 LW0813'RECOVERED IN GOOD CONDITION.
 LW0813
 LW0813                          STATION RECOVERY (1989)
 LW0813
 LW0813'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0813'RECOVERED IN GOOD CONDITION.
 LW0813
 LW0813                          STATION RECOVERY (1989)
 LW0813
 LW0813'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1367 ***********************************************************************
 LW1367  DESIGNATION -  N 20
 LW1367  PID         -  LW1367
 LW1367  STATE/COUNTY-  RI/KENT
 LW1367  USGS QUAD   -  CROMPTON (1995)
 LW1367
 LW1367                         *CURRENT SURVEY CONTROL
 LW1367  ___________________________________________________________________
 LW1367* NAD 83(1986)-  41 39 39.     (N)    071 31 40.     (W)     SCALED    
 LW1367* NAVD 88     -        94.504  (meters)     310.05   (feet)  ADJUSTED  
 LW1367  ___________________________________________________________________
 LW1367  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW1367  DYNAMIC HT  -          94.471 (meters)     309.94  (feet)  COMP
 LW1367  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 LW1367
 LW1367  VERT ORDER  -  SECOND    CLASS 0
 LW1367
 LW1367.The horizontal coordinates were scaled from a topographic map and have
 LW1367.an estimated accuracy of +/- 6 seconds.
 LW1367
 LW1367.The orthometric height was determined by differential leveling
 LW1367.and adjusted by the National Geodetic Survey in June 1991..
 LW1367
 LW1367.The geoid height was determined by GEOID03.
 LW1367
 LW1367.The dynamic height is computed by dividing the NAVD 88
 LW1367.geopotential number by the normal gravity value computed on the
 LW1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1367.degrees latitude (g = 980.6199 gals.).
 LW1367
 LW1367.The modeled gravity was interpolated from observed gravity values.
 LW1367
 LW1367;                    North         East    Units  Estimated Accuracy
 LW1367;SPC RI       -    64,140.       97,690.      MT  (+/- 180 meters Scaled)
 LW1367
 LW1367                          SUPERSEDED SURVEY CONTROL
 LW1367
 LW1367  NGVD 29 (??/??/92)   94.761  (m)          310.89   (f) ADJ UNCH    2 0
 LW1367
 LW1367.Superseded values are not recommended for survey control.
 LW1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1367.See file dsdata.txt to determine how the superseded data were derived.
 LW1367
 LW1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG895152(NAD 83)
 LW1367_MARKER: DB = BENCH MARK DISK
 LW1367_SETTING: 66 = SET IN ROCK OUTCROP
 LW1367_SP_SET: ROCK LEDGE
 LW1367_STAMPING: N 20 1969
 LW1367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1367+STABILITY: POSITION/ELEVATION WELL
 LW1367
 LW1367  HISTORY     - Date     Condition        Report By
 LW1367  HISTORY     - 1969     MONUMENTED       CGS
 LW1367  HISTORY     - 1972     POOR             NGS
 LW1367  HISTORY     - 1988     GOOD             USPSQD
 LW1367
 LW1367                          STATION DESCRIPTION
 LW1367
 LW1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1367'1.6 MI W FROM WARWICK.
 LW1367'ABOUT 1.6 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE OVERPASS
 LW1367'OVER STATE HIGHWAY 2 AT WARWICK, SET ON THE TOP OF A ROCK LEDGE
 LW1367'WHICH IS 60 FEET LONG AND 4 FEET HIGH ON THE SOUTH SIDE, 119 FEET
 LW1367'WEST OF THE WEST END OF THE NORTH ABUTMENT FOR THE SHIPPEETOWN
 LW1367'ROAD OVERPASS OVER I 95, 46 FEET NORTH OF THE CENTER LINE OF THE
 LW1367'SOUTHBOUND LANE OF THE HIGHWAY AND 2 FEET ABOVE THE LEVEL OF THE
 LW1367'HIGHWAY.
 LW1367
 LW1367                          STATION RECOVERY (1972)
 LW1367
 LW1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LW1367'MARK RECOVERED IN POOR CONDITION.
 LW1367
 LW1367                          STATION RECOVERY (1988)
 LW1367
 LW1367'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1368 ***********************************************************************
 LW1368  DESIGNATION -  N 20 RESET
 LW1368  PID         -  LW1368
 LW1368  STATE/COUNTY-  RI/KENT
 LW1368  USGS QUAD   -  CROMPTON (1995)
 LW1368
 LW1368                         *CURRENT SURVEY CONTROL
 LW1368  ___________________________________________________________________
 LW1368* NAD 83(1986)-  41 39 39.     (N)    071 31 40.     (W)     SCALED    
 LW1368* NAVD 88     -        94.567  (meters)     310.26   (feet)  ADJUSTED  
 LW1368  ___________________________________________________________________
 LW1368  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW1368  DYNAMIC HT  -          94.534 (meters)     310.15  (feet)  COMP
 LW1368  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 LW1368
 LW1368  VERT ORDER  -  SECOND    CLASS II
 LW1368
 LW1368.The horizontal coordinates were scaled from a topographic map and have
 LW1368.an estimated accuracy of +/- 6 seconds.
 LW1368
 LW1368.The orthometric height was determined by differential leveling
 LW1368.and adjusted by the National Geodetic Survey in June 1991..
 LW1368
 LW1368.The geoid height was determined by GEOID03.
 LW1368
 LW1368.The dynamic height is computed by dividing the NAVD 88
 LW1368.geopotential number by the normal gravity value computed on the
 LW1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1368.degrees latitude (g = 980.6199 gals.).
 LW1368
 LW1368.The modeled gravity was interpolated from observed gravity values.
 LW1368
 LW1368;                    North         East    Units  Estimated Accuracy
 LW1368;SPC RI       -    64,140.       97,690.      MT  (+/- 180 meters Scaled)
 LW1368
 LW1368                          SUPERSEDED SURVEY CONTROL
 LW1368
 LW1368.No superseded survey control is available for this station.
 LW1368
 LW1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG895152(NAD 83)
 LW1368_MARKER: DB = BENCH MARK DISK
 LW1368_SETTING: 80 = SET IN A BOULDER
 LW1368_SP_SET: BOULDER
 LW1368_STAMPING: N 20 RESET 1972
 LW1368_MARK LOGO: NGS   
 LW1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1368+STABILITY: SURFACE MOTION
 LW1368
 LW1368  HISTORY     - Date     Condition        Report By
 LW1368  HISTORY     - 1972     MONUMENTED       NGS
 LW1368  HISTORY     - 1984     GOOD             RIGS
 LW1368  HISTORY     - 1987     GOOD             USPSQD
 LW1368
 LW1368                          STATION DESCRIPTION
 LW1368
 LW1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LW1368'1.6 MI W FROM WARWICK.
 LW1368'1.6 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE OVERPASS
 LW1368'OVER STATE HIGHWAY 2 AT WARWICK AND 50 YARDS WEST OF THE CROMPTON
 LW1368'RD. OVERPASS, 147.6 FEET NORTH OF CENTER LINE OF HIGHWAY 95
 LW1368'RIGHT-OF-WAY, 3 FEET SOUTH OF LINE OF CONCRETE FENCEPOSTS, 4.2
 LW1368'FEET SOUTHWEST OF THE EAST END POST OF THE ROW, 2.6 FEET WEST OF
 LW1368'A METAL WITNESS POST, AT WEST BASE OF A KNOLL, AND CEMENTED IN
 LW1368'A DRILL HOLE IN A 2-1/2-FOOT, POINTED BOULDER PROJECTING 1 FOOT
 LW1368'FROM GROUND, IN TIMBERED AREA.
 LW1368
 LW1368                          STATION RECOVERY (1984)
 LW1368
 LW1368'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1368'RECOVERED IN GOOD CONDITION.
 LW1368
 LW1368                          STATION RECOVERY (1987)
 LW1368
 LW1368'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1342 ***********************************************************************
 LW1342  DESIGNATION -  N 21
 LW1342  PID         -  LW1342
 LW1342  STATE/COUNTY-  RI/PROVIDENCE
 LW1342  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1342
 LW1342                         *CURRENT SURVEY CONTROL
 LW1342  ___________________________________________________________________
 LW1342* NAD 83(1986)-  41 45 23.     (N)    071 34 10.     (W)     SCALED    
 LW1342* NAVD 88     -        82.234  (meters)     269.80   (feet)  ADJUSTED  
 LW1342  ___________________________________________________________________
 LW1342  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW1342  DYNAMIC HT  -          82.206 (meters)     269.70  (feet)  COMP
 LW1342  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 LW1342
 LW1342  VERT ORDER  -  SECOND    CLASS 0
 LW1342
 LW1342.The horizontal coordinates were scaled from a topographic map and have
 LW1342.an estimated accuracy of +/- 6 seconds.
 LW1342
 LW1342.The orthometric height was determined by differential leveling
 LW1342.and adjusted by the National Geodetic Survey in June 1991..
 LW1342
 LW1342.The geoid height was determined by GEOID03.
 LW1342
 LW1342.The dynamic height is computed by dividing the NAVD 88
 LW1342.geopotential number by the normal gravity value computed on the
 LW1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1342.degrees latitude (g = 980.6199 gals.).
 LW1342
 LW1342.The modeled gravity was interpolated from observed gravity values.
 LW1342
 LW1342;                    North         East    Units  Estimated Accuracy
 LW1342;SPC RI       -    74,750.       94,230.      MT  (+/- 180 meters Scaled)
 LW1342
 LW1342                          SUPERSEDED SURVEY CONTROL
 LW1342
 LW1342  NGVD 29 (??/??/92)   82.482  (m)          270.61   (f) ADJ UNCH    2 0
 LW1342
 LW1342.Superseded values are not recommended for survey control.
 LW1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1342.See file dsdata.txt to determine how the superseded data were derived.
 LW1342
 LW1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG863259(NAD 83)
 LW1342_MARKER: DB = BENCH MARK DISK
 LW1342_SETTING: 66 = SET IN ROCK OUTCROP
 LW1342_SP_SET: ROCK OUTCROP
 LW1342_STAMPING: N 21 1969
 LW1342_MARK LOGO: CGS   
 LW1342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1342+STABILITY: POSITION/ELEVATION WELL
 LW1342
 LW1342  HISTORY     - Date     Condition        Report By
 LW1342  HISTORY     - 1969     MONUMENTED       CGS
 LW1342  HISTORY     - 19860602 GOOD             RIGS
 LW1342
 LW1342                          STATION DESCRIPTION
 LW1342
 LW1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1342'1.8 MI N FROM HOPE.
 LW1342'ABOUT 1.75 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1342'OF STATE HIGHWAY 115 AT HOPE, ON THE NORTH LAWN OF THE FORESTRY
 LW1342'BUILDING AND PURIFICATION WORKS OF THE WATER SUPPLY BOARD OF THE
 LW1342'CITY OF PROVIDENCE, SET IN THE TOP OF AN OUTCROPPING BEDROCK
 LW1342'WHICH IS 12 FEET LONG-6 FEET WIDE AT THE NORTH END AND FLUSH WITH
 LW1342'THE GROUND, 156 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LW1342'66 FEET NORTH OF THE NORTHWEST CORNER OF THE BUILDING (A LARGE
 LW1342'ONE-STORY BRICK BUILDING), AND ABOUT 4 FEET ABOVE THE LEVEL OF
 LW1342'THE HIGHWAY.
 LW1342
 LW1342                          STATION RECOVERY (1986)
 LW1342
 LW1342'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0978 ***********************************************************************
 LW0978  DESIGNATION -  N 22
 LW0978  PID         -  LW0978
 LW0978  STATE/COUNTY-  RI/WASHINGTON
 LW0978  USGS QUAD   -  
 LW0978
 LW0978                         *CURRENT SURVEY CONTROL
 LW0978  ___________________________________________________________________
 LW0978* NAD 83(1986)-  41 19 59.     (N)    071 24 59.     (W)     SCALED    
 LW0978* NAVD 88     -        24.142  (meters)      79.21   (feet)  ADJUSTED  
 LW0978  ___________________________________________________________________
 LW0978  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0978  DYNAMIC HT  -          24.133 (meters)      79.18  (feet)  COMP
 LW0978  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 LW0978
 LW0978  VERT ORDER  -  SECOND    CLASS 0
 LW0978
 LW0978.The horizontal coordinates were scaled from a topographic map and have
 LW0978.an estimated accuracy of +/- 6 seconds.
 LW0978
 LW0978.The orthometric height was determined by differential leveling
 LW0978.and adjusted by the National Geodetic Survey in June 1991..
 LW0978
 LW0978.The geoid height was determined by GEOID03.
 LW0978
 LW0978.The dynamic height is computed by dividing the NAVD 88
 LW0978.geopotential number by the normal gravity value computed on the
 LW0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0978.degrees latitude (g = 980.6199 gals.).
 LW0978
 LW0978.The modeled gravity was interpolated from observed gravity values.
 LW0978
 LW0978;                    North         East    Units  Estimated Accuracy
 LW0978;SPC RI       -    27,740.      107,000.      MT  (+/- 180 meters Scaled)
 LW0978
 LW0978                          SUPERSEDED SURVEY CONTROL
 LW0978
 LW0978  NGVD 29 (??/??/92)   24.419  (m)           80.11   (f) ADJ UNCH    2 0
 LW0978
 LW0978.Superseded values are not recommended for survey control.
 LW0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0978.See file dsdata.txt to determine how the superseded data were derived.
 LW0978
 LW0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF977785(NAD 83)
 LW0978_STAMPING: N 22 1969
 LW0978_MARK LOGO: CGS   
 LW0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0978+STABILITY: SURFACE MOTION
 LW0978
 LW0978  HISTORY     - Date     Condition        Report By
 LW0978  HISTORY     - 1969     FIRST OBSERVED   CGS
 LW0978  HISTORY     - 19860606 GOOD             RIGS
 LW0978  HISTORY     - 1988     GOOD             USPSQD
 LW0978  HISTORY     - 1988     GOOD             USPSQD
 LW0978  HISTORY     - 1989     GOOD             USPSQD
 LW0978  HISTORY     - 1990     GOOD             USPSQD
 LW0978  HISTORY     - 19900606 GOOD             RIGS
 LW0978
 LW0978                          STATION DESCRIPTION
 LW0978
 LW0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0978'3.4 MI E FROM CHARLESTOWN.
 LW0978'ABOUT 3.4 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0978'STATE HIGHWAY 2 AND 112 AT CHARLESTOWN, 0.2 MILE WEST OF THE
 LW0978'INTERSECTION OF MOONSTONE BEACH ROAD, SET ON THE TOP OF AN
 LW0978'8-BY-5-FOOT BURIED BOULDER WHICH PROJECTS 3 FEET AND IS IN THE
 LW0978'RIGHT-OF-WAY FENCE LINE BETWEEN TWO CONCRETE FENCE POST, 67 FEET
 LW0978'SOUTH OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY,
 LW0978'1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, 3 FEET SOUTHWEST
 LW0978'OF THE NORTHEAST CORNER OF THE BOULDER AND 2 FEET BELOW THE LEVEL
 LW0978'OF THE HIGHWAY.
 LW0978
 LW0978                          STATION RECOVERY (1986)
 LW0978
 LW0978'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW0978'RECOVERED AS DESCRIBED.
 LW0978
 LW0978                          STATION RECOVERY (1988)
 LW0978
 LW0978'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0978'RECOVERED IN GOOD CONDITION.
 LW0978
 LW0978                          STATION RECOVERY (1988)
 LW0978
 LW0978'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0978'RECOVERED IN GOOD CONDITION.
 LW0978
 LW0978                          STATION RECOVERY (1989)
 LW0978
 LW0978'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0978'RECOVERED IN GOOD CONDITION.
 LW0978
 LW0978                          STATION RECOVERY (1990)
 LW0978
 LW0978'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0978'RECOVERED IN GOOD CONDITION.
 LW0978
 LW0978                          STATION RECOVERY (1990)
 LW0978
 LW0978'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0978'ABOUT 3.4 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LW0978'HIGHWAY 2 AND 112 AT CHARLESTOWN, 0.2 MILE WEST OF THE INTERSECTION
 LW0978'OF MOONSTONE BEACH ROAD, SET ON THE TOP OF AN 8-BY-5-FOOT BURIED
 LW0978'BOULDER WHICH PROJECTS 3 FEET AND IS IN THE RIGHT-OF-WAY FENCE LINE
 LW0978'BETWEEN TWO CONCRETE FENCE POST, 67 FEET SOUTH OF THE CENTER LINE OF
 LW0978'THE NORTHBOUND LANE OF THE HIGHWAY, 1.5 FEET NORTH OF THE
 LW0978'RIGHT-OF-WAY FENCE LINE, 3 FEET SOUTHWEST OF THE NORTHEAST CORNER OF
 LW0978'THE BOULDER AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0367 ***********************************************************************
 LW0367  DESIGNATION -  N 23
 LW0367  PID         -  LW0367
 LW0367  STATE/COUNTY-  RI/WASHINGTON
 LW0367  USGS QUAD   -  WICKFORD (1995)
 LW0367
 LW0367                         *CURRENT SURVEY CONTROL
 LW0367  ___________________________________________________________________
 LW0367* NAD 83(1986)-  41 33 25.     (N)    071 29 19.     (W)     SCALED    
 LW0367* NAVD 88     -        24.876  (meters)      81.61   (feet)  ADJUSTED  
 LW0367  ___________________________________________________________________
 LW0367  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW0367  DYNAMIC HT  -          24.868 (meters)      81.59  (feet)  COMP
 LW0367  MODELED GRAV-     980,281.7   (mgal)                       NAVD 88
 LW0367
 LW0367  VERT ORDER  -  SECOND    CLASS 0
 LW0367
 LW0367.The horizontal coordinates were scaled from a topographic map and have
 LW0367.an estimated accuracy of +/- 6 seconds.
 LW0367
 LW0367.The orthometric height was determined by differential leveling
 LW0367.and adjusted by the National Geodetic Survey in June 1991..
 LW0367
 LW0367.The geoid height was determined by GEOID03.
 LW0367
 LW0367.The dynamic height is computed by dividing the NAVD 88
 LW0367.geopotential number by the normal gravity value computed on the
 LW0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0367.degrees latitude (g = 980.6199 gals.).
 LW0367
 LW0367.The modeled gravity was interpolated from observed gravity values.
 LW0367
 LW0367;                    North         East    Units  Estimated Accuracy
 LW0367;SPC RI       -    52,600.      100,950.      MT  (+/- 180 meters Scaled)
 LW0367
 LW0367                          SUPERSEDED SURVEY CONTROL
 LW0367
 LW0367  NGVD 29 (??/??/92)   25.150  (m)           82.51   (f) ADJ UNCH    2 0
 LW0367
 LW0367.Superseded values are not recommended for survey control.
 LW0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0367.See file dsdata.txt to determine how the superseded data were derived.
 LW0367
 LW0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG924035(NAD 83)
 LW0367_MARKER: DB = BENCH MARK DISK
 LW0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0367_SP_SET: SET IN A CONCRETE HEAD WALL
 LW0367_STAMPING: N 23 1969
 LW0367_MARK LOGO: CGS   
 LW0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0367+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 LW0367
 LW0367  HISTORY     - Date     Condition        Report By
 LW0367  HISTORY     - 1969     MONUMENTED       CGS
 LW0367  HISTORY     - 1988     GOOD             USPSQD
 LW0367  HISTORY     - 19890310 GOOD             RIGS
 LW0367  HISTORY     - 20051113 GOOD             USPSQD
 LW0367
 LW0367                          STATION DESCRIPTION
 LW0367
 LW0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0367'3.4 MI SW FROM WICKFORD.
 LW0367'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0367'STATE HIGHWAY 102 AT WICKFORD, THENCE 1.6 MILES NORTHWEST ALONG
 LW0367'STATE HIGHWAY 4, 0.05 MILE SOUTHEAST OF THE HISTORICAL CEMETERY
 LW0367'NO. 25, ACROSS THE HIGHWAY FROM OAK HILL POND, SET ON THE TOP
 LW0367'AND AT THE SOUTH END OF THE WEST CONCRETE HEAD WALL FOR A 5 FOOT
 LW0367'BOX CULVERT WITH WING WALL AND UNDER THE HIGHWAY, 36 FEET WEST OF
 LW0367'THE CENTER LINE OF THE SOUTHWESTBOUND LANE OF THE HIGHWAY AND 1
 LW0367'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 LW0367
 LW0367                          STATION RECOVERY (1988)
 LW0367
 LW0367'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0367'RECOVERED IN GOOD CONDITION.
 LW0367
 LW0367                          STATION RECOVERY (1989)
 LW0367
 LW0367'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW0367'RECOVERED IN GOOD CONDITION.
 LW0367
 LW0367                          STATION RECOVERY (2005)
 LW0367
 LW0367'RECOVERY NOTE BY US POWER SQUADRON 2005 (TC)
 LW0367'BOX CULVERT NOW BEHIND SHORT (130 FOOT) HIGHWAY GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0535 ***********************************************************************
 LW0535  DESIGNATION -  N 24
 LW0535  PID         -  LW0535
 LW0535  STATE/COUNTY-  RI/PROVIDENCE
 LW0535  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW0535
 LW0535                         *CURRENT SURVEY CONTROL
 LW0535  ___________________________________________________________________
 LW0535* NAD 83(1986)-  41 48 52.     (N)    071 22 12.     (W)     SCALED    
 LW0535* NAVD 88     -        25.223  (meters)      82.75   (feet)  ADJUSTED  
 LW0535  ___________________________________________________________________
 LW0535  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW0535  DYNAMIC HT  -          25.215 (meters)      82.73  (feet)  COMP
 LW0535  MODELED GRAV-     980,320.5   (mgal)                       NAVD 88
 LW0535
 LW0535  VERT ORDER  -  SECOND    CLASS 0
 LW0535
 LW0535.The horizontal coordinates were scaled from a topographic map and have
 LW0535.an estimated accuracy of +/- 6 seconds.
 LW0535
 LW0535.The orthometric height was determined by differential leveling
 LW0535.and adjusted by the National Geodetic Survey in June 1991..
 LW0535
 LW0535.The geoid height was determined by GEOID03.
 LW0535
 LW0535.The dynamic height is computed by dividing the NAVD 88
 LW0535.geopotential number by the normal gravity value computed on the
 LW0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0535.degrees latitude (g = 980.6199 gals.).
 LW0535
 LW0535.The modeled gravity was interpolated from observed gravity values.
 LW0535
 LW0535;                    North         East    Units  Estimated Accuracy
 LW0535;SPC RI       -    81,210.      110,800.      MT  (+/- 180 meters Scaled)
 LW0535
 LW0535                          SUPERSEDED SURVEY CONTROL
 LW0535
 LW0535  NGVD 29 (??/??/92)   25.474  (m)           83.58   (f) ADJ UNCH    2 0
 LW0535
 LW0535.Superseded values are not recommended for survey control.
 LW0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0535.See file dsdata.txt to determine how the superseded data were derived.
 LW0535
 LW0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG031318(NAD 83)
 LW0535_MARKER: DB = BENCH MARK DISK
 LW0535_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0535_SP_SET: ABUTMENT
 LW0535_STAMPING: N 24 1969
 LW0535_MARK LOGO: CGS   
 LW0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0535
 LW0535  HISTORY     - Date     Condition        Report By
 LW0535  HISTORY     - 1969     MONUMENTED       CGS
 LW0535  HISTORY     - 1987     GOOD             RIGS
 LW0535
 LW0535                          STATION DESCRIPTION
 LW0535
 LW0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0535'2.6 MI E FROM PROVIDENCE.
 LW0535'ABOUT 2.55 MILES EAST ALONG INTERSTATE HIGHWAY 195 FROM THE
 LW0535'JUNCTION OF INTERSTATE HIGHWAY 95 AT PROVIDENCE, 0.75 MILE WEST
 LW0535'OF THE JUNCTION OF STATE HIGHWAY 114 LEADING SOUTHEAST, AT EAST
 LW0535'PROVIDENCE, SET ON THE TOP AND AT THE SOUTHWEST END OF THE
 LW0535'SOUTHEAST CONCRETE ABUTMENT FOR THE EASTBOUND LANE OF INTERSTATE
 LW0535'HIGHWAY 195 OVER SOUTH BROADWAY, 3.8 FEET SOUTHWEST OF THE
 LW0535'SOUTHWEST CURB OF THE EASTBOUND LANE OF THE HIGHWAY AND 1 FOOT
 LW0535'ABOVE THE LEVEL OF THE HIGHWAY.
 LW0535
 LW0535                          STATION RECOVERY (1987)
 LW0535
 LW0535'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1234 ***********************************************************************
 LW1234  DESIGNATION -  N 25
 LW1234  PID         -  LW1234
 LW1234  STATE/COUNTY-  RI/PROVIDENCE
 LW1234  USGS QUAD   -  CHEPACHET (1975)
 LW1234
 LW1234                         *CURRENT SURVEY CONTROL
 LW1234  ___________________________________________________________________
 LW1234* NAD 83(1986)-  41 55 15.     (N)    071 44 06.     (W)     SCALED    
 LW1234* NAVD 88     -       169.592  (meters)     556.40   (feet)  ADJUSTED  
 LW1234  ___________________________________________________________________
 LW1234  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW1234  DYNAMIC HT  -         169.532 (meters)     556.21  (feet)  COMP
 LW1234  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 LW1234
 LW1234  VERT ORDER  -  SECOND    CLASS 0
 LW1234
 LW1234.The horizontal coordinates were scaled from a topographic map and have
 LW1234.an estimated accuracy of +/- 6 seconds.
 LW1234
 LW1234.The orthometric height was determined by differential leveling
 LW1234.and adjusted by the National Geodetic Survey in June 1991..
 LW1234
 LW1234.The geoid height was determined by GEOID03.
 LW1234
 LW1234.The dynamic height is computed by dividing the NAVD 88
 LW1234.geopotential number by the normal gravity value computed on the
 LW1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1234.degrees latitude (g = 980.6199 gals.).
 LW1234
 LW1234.The modeled gravity was interpolated from observed gravity values.
 LW1234
 LW1234;                    North         East    Units  Estimated Accuracy
 LW1234;SPC RI       -    93,040.       80,510.      MT  (+/- 180 meters Scaled)
 LW1234
 LW1234                          SUPERSEDED SURVEY CONTROL
 LW1234
 LW1234  NGVD 29 (??/??/92)  169.831  (m)          557.19   (f) ADJ UNCH    2 0
 LW1234
 LW1234.Superseded values are not recommended for survey control.
 LW1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1234.See file dsdata.txt to determine how the superseded data were derived.
 LW1234
 LW1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG732446(NAD 83)
 LW1234_MARKER: DB = BENCH MARK DISK
 LW1234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1234_SP_SET: CULVERT
 LW1234_STAMPING: N 25 1969
 LW1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1234
 LW1234  HISTORY     - Date     Condition        Report By
 LW1234  HISTORY     - 1969     MONUMENTED       CGS
 LW1234  HISTORY     - 1988     GOOD             USPSQD
 LW1234  HISTORY     - 19900825 GOOD             USPSQD
 LW1234
 LW1234                          STATION DESCRIPTION
 LW1234
 LW1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1234'3.4 MI W FROM CHEPACHET.
 LW1234'ABOUT 3.45 MILES WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1234'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, ABOUT IN THE CENTER
 LW1234'OF A LONG CURVE, SET ON THE TOP OF THE EAST END OF THE NORTH
 LW1234'HEAD WALL OF A 10-FOOT BOX CULVERT UNDER THE HIGHWAY, 19 FEET
 LW1234'NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY,
 LW1234'9 FEET SOUTHWEST OF POWER LINE POLE 491 AND LEVEL WITH THE
 LW1234'HIGHWAY.
 LW1234
 LW1234                          STATION RECOVERY (1988)
 LW1234
 LW1234'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1234'RECOVERED IN GOOD CONDITION.
 LW1234
 LW1234                          STATION RECOVERY (1990)
 LW1234
 LW1234'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1263 ***********************************************************************
 LW1263  DESIGNATION -  N 26
 LW1263  PID         -  LW1263
 LW1263  STATE/COUNTY-  RI/PROVIDENCE
 LW1263  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1263
 LW1263                         *CURRENT SURVEY CONTROL
 LW1263  ___________________________________________________________________
 LW1263* NAD 83(1986)-  41 50 03.     (N)    071 33 46.     (W)     SCALED    
 LW1263* NAVD 88     -       115.543  (meters)     379.08   (feet)  ADJUSTED  
 LW1263  ___________________________________________________________________
 LW1263  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW1263  DYNAMIC HT  -         115.504 (meters)     378.95  (feet)  COMP
 LW1263  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 LW1263
 LW1263  VERT ORDER  -  SECOND    CLASS 0
 LW1263
 LW1263.The horizontal coordinates were scaled from a topographic map and have
 LW1263.an estimated accuracy of +/- 6 seconds.
 LW1263
 LW1263.The orthometric height was determined by differential leveling
 LW1263.and adjusted by the National Geodetic Survey in June 1991..
 LW1263
 LW1263.The geoid height was determined by GEOID03.
 LW1263
 LW1263.The dynamic height is computed by dividing the NAVD 88
 LW1263.geopotential number by the normal gravity value computed on the
 LW1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1263.degrees latitude (g = 980.6199 gals.).
 LW1263
 LW1263.The modeled gravity was interpolated from observed gravity values.
 LW1263
 LW1263;                    North         East    Units  Estimated Accuracy
 LW1263;SPC RI       -    83,390.       94,790.      MT  (+/- 180 meters Scaled)
 LW1263
 LW1263                          SUPERSEDED SURVEY CONTROL
 LW1263
 LW1263  NGVD 29 (??/??/92)  115.790  (m)          379.89   (f) ADJ UNCH    2 0
 LW1263
 LW1263.Superseded values are not recommended for survey control.
 LW1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1263.See file dsdata.txt to determine how the superseded data were derived.
 LW1263
 LW1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG871345(NAD 83)
 LW1263_MARKER: DB = BENCH MARK DISK
 LW1263_SETTING: 80 = SET IN A BOULDER
 LW1263_SP_SET: BOULDER
 LW1263_STAMPING: N 26 1969
 LW1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1263+STABILITY: SURFACE MOTION
 LW1263
 LW1263  HISTORY     - Date     Condition        Report By
 LW1263  HISTORY     - 1969     MONUMENTED       CGS
 LW1263
 LW1263                          STATION DESCRIPTION
 LW1263
 LW1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1263'1.6 MI NE FROM NORTH SCITUATE.
 LW1263'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1263'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 1.2 MILES EAST ALONG
 LW1263'U.S. HIGHWAY 6, 89 FEET EAST OF THE CENTER OF THE JUNCTION OF
 LW1263'BISHOP HILL ROAD LEADING SOUTH, SET ON THE TOP AND NEAR THE EAST
 LW1263'END OF A VERY LOW CUT, SET ON THE TOP OF A FLAT ROCK WHICH IS 5
 LW1263'FEET LONG AND 2 FEET WIDE, 27 FEET NORTHEAST OF THE CENTER LINE
 LW1263'OF THE HIGHWAY (WESTBOUND LANE) AND 2 FEET ABOVE THE LEVEL OF THE
 LW1263'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0498 ***********************************************************************
 LW0498  DESIGNATION -  N 27
 LW0498  PID         -  LW0498
 LW0498  STATE/COUNTY-  RI/NEWPORT
 LW0498  USGS QUAD   -  TIVERTON (1975)
 LW0498
 LW0498                         *CURRENT SURVEY CONTROL
 LW0498  ___________________________________________________________________
 LW0498* NAD 83(1986)-  41 37 24.     (N)    071 12 42.     (W)     SCALED    
 LW0498* NAVD 88     -         4.048  (meters)      13.28   (feet)  ADJUSTED  
 LW0498  ___________________________________________________________________
 LW0498  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW0498  DYNAMIC HT  -           4.046 (meters)      13.27  (feet)  COMP
 LW0498  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 LW0498
 LW0498  VERT ORDER  -  SECOND    CLASS 0
 LW0498
 LW0498.The horizontal coordinates were scaled from a topographic map and have
 LW0498.an estimated accuracy of +/- 6 seconds.
 LW0498
 LW0498.The orthometric height was determined by differential leveling
 LW0498.and adjusted by the National Geodetic Survey in June 1991..
 LW0498
 LW0498.The geoid height was determined by GEOID03.
 LW0498
 LW0498.The dynamic height is computed by dividing the NAVD 88
 LW0498.geopotential number by the normal gravity value computed on the
 LW0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0498.degrees latitude (g = 980.6199 gals.).
 LW0498
 LW0498.The modeled gravity was interpolated from observed gravity values.
 LW0498
 LW0498;                    North         East    Units  Estimated Accuracy
 LW0498;SPC RI       -    60,010.      124,030.      MT  (+/- 180 meters Scaled)
 LW0498
 LW0498                          SUPERSEDED SURVEY CONTROL
 LW0498
 LW0498  NGVD 29 (??/??/92)    4.303  (m)           14.12   (f) ADJ UNCH    2 0
 LW0498
 LW0498.Superseded values are not recommended for survey control.
 LW0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0498.See file dsdata.txt to determine how the superseded data were derived.
 LW0498
 LW0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG157103(NAD 83)
 LW0498_MARKER: DB = BENCH MARK DISK
 LW0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0498_SP_SET: CONCRETE SEAWALL
 LW0498_STAMPING: N 27 1969
 LW0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0498
 LW0498  HISTORY     - Date     Condition        Report By
 LW0498  HISTORY     - 1969     MONUMENTED       CGS
 LW0498  HISTORY     - 1989     GOOD             USPSQD
 LW0498
 LW0498                          STATION DESCRIPTION
 LW0498
 LW0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0498'0.4 MI S FROM TIVERTON.
 LW0498'AT TIVERTON, ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 77 FROM
 LW0498'THE POST OFFICE, 0.95 MILE NORTH OF THE JUNCTION OF STATE
 LW0498'HIGHWAY 177 LEADING NORTHEAST, NEAR THE JUNCTION OF HILLSIDE
 LW0498'AVENUE LEADING NORTH, ON TOP OF A CONCRETE SEA WALL WHICH IS
 LW0498'1 1/2 FOOT WIDE ON TOP, 144 FEET NORTHWEST OF THE EXTENDED
 LW0498'CENTER LINE OF HILLSIDE AVENUE, 24 FEET SOUTHWEST OF THE
 LW0498'CENTER LINE OF STATE HIGHWAY 77, 8.7 FEET NORTHWEST OF THE
 LW0498'SOUTHEAST END OF THE SEA WALL AND 3 FEET ABOVE THE LEVEL OF THE
 LW0498'SIDEWALK.
 LW0498
 LW0498                          STATION RECOVERY (1989)
 LW0498
 LW0498'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0485 ***********************************************************************
 LW0485  DESIGNATION -  N 28
 LW0485  PID         -  LW0485
 LW0485  STATE/COUNTY-  RI/NEWPORT
 LW0485  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0485
 LW0485                         *CURRENT SURVEY CONTROL
 LW0485  ___________________________________________________________________
 LW0485* NAD 83(1986)-  41 31 10.     (N)    071 18 49.     (W)     SCALED    
 LW0485* NAVD 88     -         2.443  (meters)       8.02   (feet)  ADJUSTED  
 LW0485  ___________________________________________________________________
 LW0485  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW0485  DYNAMIC HT  -           2.442 (meters)       8.01  (feet)  COMP
 LW0485  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 LW0485
 LW0485  VERT ORDER  -  SECOND    CLASS 0
 LW0485
 LW0485.The horizontal coordinates were scaled from a topographic map and have
 LW0485.an estimated accuracy of +/- 6 seconds.
 LW0485
 LW0485.The orthometric height was determined by differential leveling
 LW0485.and adjusted by the National Geodetic Survey in June 1991..
 LW0485
 LW0485.The geoid height was determined by GEOID03.
 LW0485
 LW0485.The dynamic height is computed by dividing the NAVD 88
 LW0485.geopotential number by the normal gravity value computed on the
 LW0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0485.degrees latitude (g = 980.6199 gals.).
 LW0485
 LW0485.The modeled gravity was interpolated from observed gravity values.
 LW0485
 LW0485;                    North         East    Units  Estimated Accuracy
 LW0485;SPC RI       -    48,450.      115,560.      MT  (+/- 180 meters Scaled)
 LW0485
 LW0485                          SUPERSEDED SURVEY CONTROL
 LW0485
 LW0485  NGVD 29 (??/??/92)    2.704  (m)            8.87   (f) ADJ UNCH    2 0
 LW0485
 LW0485.Superseded values are not recommended for survey control.
 LW0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0485.See file dsdata.txt to determine how the superseded data were derived.
 LW0485
 LW0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF069990(NAD 83)
 LW0485_MARKER: DB = BENCH MARK DISK
 LW0485_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LW0485_SP_SET: FOUNDATION
 LW0485_STAMPING: N 28 1969
 LW0485_MARK LOGO: CGS   
 LW0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0485+STABILITY: SURFACE MOTION
 LW0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0485+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2000
 LW0485
 LW0485  HISTORY     - Date     Condition        Report By
 LW0485  HISTORY     - 1969     MONUMENTED       CGS
 LW0485  HISTORY     - 20001107 GOOD             NGS
 LW0485
 LW0485                          STATION DESCRIPTION
 LW0485
 LW0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0485'AT CODDINGTON COVE.
 LW0485'AT CODDINGTON COVE, AT THE U.S. NAVAL BASE, AT THE JUNCTION OF
 LW0485'DEFENSE HIGHWAY AND FIFTH STREET, SET ON THE TOP OF THE SOUTH
 LW0485'CORNER OF A 4-BY-3-FOOT CONCRETE BASE FOR STEAM PIPE LINE, 336
 LW0485'FEET NORTHEAST OF AND ACROSS FIFTH STREET FROM THE NORTHEAST
 LW0485'CORNER OF BUILDING NO. 403, 84 FEET NORTH OF THE CENTER LINE OF
 LW0485'FIFTH STREET, 47 FEET NORTHWEST OF THE CENTER LINE OF DEFENSE
 LW0485'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 LW0485
 LW0485                          STATION RECOVERY (2000)
 LW0485
 LW0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 LW0485'IN NEWPORT, ON THE COASTERS HARBOR NAVEL RESERVATION, AT THE
 LW0485'INTERSECTION OF WHIPPLE AND PEARY STREETS, NEAR THE SOUTH CORNER OF A
 LW0485'3 BY 4-FOOT CONCRETE FOUNDATION FOR A STEAM LINE, 102.5 M (336.3 FT)
 LW0485'EAST OF THE NORTHEAST CORNER OF BUILDING NUMBER 403, 38.9 M (127.6 FT)
 LW0485'NORTH OF THE CENTERLINE OF CHIPPLE STREET, 13.6 M (44.6 FT) NORTHWEST
 LW0485'OF THE CENTERLINE OF PEARY STREET, 2.5 M (8.2 FT) SOUTHWEST OF THE
 LW0485'CENTER OF A SHUT OFF VALVE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 LW0485'STREETS.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE U.S.  DEPARTMENT
 LW0485'OF THE NAVY, COASTERS HARBOR NAVAL RESERVATION, NEWPORT, RI 02840,
 LW0485'CONTACT JAMES SPRAGUE, TELEPHONE 401-841-4250.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0696 ***********************************************************************
 MY0696  DESIGNATION -  N 29
 MY0696  PID         -  MY0696
 MY0696  STATE/COUNTY-  RI/PROVIDENCE
 MY0696  USGS QUAD   -  FRANKLIN (1979)
 MY0696
 MY0696                         *CURRENT SURVEY CONTROL
 MY0696  ___________________________________________________________________
 MY0696* NAD 83(1986)-  42 00 46.     (N)    071 27 16.     (W)     SCALED    
 MY0696* NAVD 88     -       113.140  (meters)     371.19   (feet)  ADJUSTED  
 MY0696  ___________________________________________________________________
 MY0696  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 MY0696  DYNAMIC HT  -         113.105 (meters)     371.08  (feet)  COMP
 MY0696  MODELED GRAV-     980,314.2   (mgal)                       NAVD 88
 MY0696
 MY0696  VERT ORDER  -  SECOND    CLASS 0
 MY0696
 MY0696.The horizontal coordinates were scaled from a topographic map and have
 MY0696.an estimated accuracy of +/- 6 seconds.
 MY0696
 MY0696.The orthometric height was determined by differential leveling
 MY0696.and adjusted by the National Geodetic Survey in June 1991..
 MY0696
 MY0696.The geoid height was determined by GEOID03.
 MY0696
 MY0696.The dynamic height is computed by dividing the NAVD 88
 MY0696.geopotential number by the normal gravity value computed on the
 MY0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0696.degrees latitude (g = 980.6199 gals.).
 MY0696
 MY0696.The modeled gravity was interpolated from observed gravity values.
 MY0696
 MY0696;                    North         East    Units  Estimated Accuracy
 MY0696;SPC RI       -   103,230.      103,770.      MT  (+/- 180 meters Scaled)
 MY0696
 MY0696                          SUPERSEDED SURVEY CONTROL
 MY0696
 MY0696  NGVD 29 (??/??/92)  113.375  (m)          371.96   (f) ADJ UNCH    2 0
 MY0696
 MY0696.Superseded values are not recommended for survey control.
 MY0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0696.See file dsdata.txt to determine how the superseded data were derived.
 MY0696
 MY0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG967541(NAD 83)
 MY0696_MARKER: DB = BENCH MARK DISK
 MY0696_SETTING: 66 = SET IN ROCK OUTCROP
 MY0696_SP_SET: ROCK CUT
 MY0696_STAMPING: N 29 1969
 MY0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY0696+STABILITY: POSITION/ELEVATION WELL
 MY0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MY0696+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 MY0696
 MY0696  HISTORY     - Date     Condition        Report By
 MY0696  HISTORY     - 1969     MONUMENTED       CGS
 MY0696  HISTORY     - 20050327 GOOD             INDIV
 MY0696
 MY0696                          STATION DESCRIPTION
 MY0696
 MY0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MY0696'2.4 MI E FROM WOONSOCKET.
 MY0696'ABOUT 2.4 MILES EAST ALONG STATE HIGHWAY 114 FROM THE JUNCTION
 MY0696'OF STATE HIGHWAY 126 AT WOONSOCKET, ABOUT 100 YARDS WEST OF A
 MY0696'SMALL POND IN AN OPEN PASTURE SOUTH OF THE HIGHWAY, ON THE TOP
 MY0696'OF A SHORT CUT WHICH IS ABOUT 4 FEET HIGH, SET ON THE TOP OF A
 MY0696'ROCK WHICH IS 10 FEET LONG AND 1 1/2 FEET WIDE, 36 FEET SOUTH
 MY0696'OF THE CENTER LINE OF THE HIGHWAY, 23 FEET EAST OF THE EXTENDED
 MY0696'CENTER LINE OF A DRIVEWAY LEADING NORTH TO A RESIDENCE AND 4 1/2
 MY0696'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 MY0696
 MY0696                          STATION RECOVERY (2005)
 MY0696
 MY0696'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DKA)
 MY0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0400 ***********************************************************************
 LW0400  DESIGNATION -  N 30
 LW0400  PID         -  LW0400
 LW0400  STATE/COUNTY-  RI/PROVIDENCE
 LW0400  USGS QUAD   -  PROVIDENCE (1975)
 LW0400
 LW0400                         *CURRENT SURVEY CONTROL
 LW0400  ___________________________________________________________________
 LW0400* NAD 83(1986)-  41 45 59.     (N)    071 28 55.     (W)     SCALED    
 LW0400* NAVD 88     -        35.336  (meters)     115.93   (feet)  ADJUSTED  
 LW0400  ___________________________________________________________________
 LW0400  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW0400  DYNAMIC HT  -          35.325 (meters)     115.90  (feet)  COMP
 LW0400  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 LW0400
 LW0400  VERT ORDER  -  SECOND    CLASS 0
 LW0400
 LW0400.The horizontal coordinates were scaled from a topographic map and have
 LW0400.an estimated accuracy of +/- 6 seconds.
 LW0400
 LW0400.The orthometric height was determined by differential leveling
 LW0400.and adjusted by the National Geodetic Survey in June 1991..
 LW0400
 LW0400.The geoid height was determined by GEOID03.
 LW0400
 LW0400.The dynamic height is computed by dividing the NAVD 88
 LW0400.geopotential number by the normal gravity value computed on the
 LW0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0400.degrees latitude (g = 980.6199 gals.).
 LW0400
 LW0400.The modeled gravity was interpolated from observed gravity values.
 LW0400
 LW0400;                    North         East    Units  Estimated Accuracy
 LW0400;SPC RI       -    75,860.      101,500.      MT  (+/- 180 meters Scaled)
 LW0400
 LW0400                          SUPERSEDED SURVEY CONTROL
 LW0400
 LW0400  NGVD 29 (??/??/92)   35.591  (m)          116.77   (f) ADJ UNCH    2 0
 LW0400
 LW0400.Superseded values are not recommended for survey control.
 LW0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0400.See file dsdata.txt to determine how the superseded data were derived.
 LW0400
 LW0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG936268(NAD 83)
 LW0400_MARKER: DB = BENCH MARK DISK
 LW0400_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LW0400_SP_SET: WINGWALL
 LW0400_STAMPING: N 30 1969
 LW0400_MARK LOGO: CGS   
 LW0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0400
 LW0400  HISTORY     - Date     Condition        Report By
 LW0400  HISTORY     - 1969     MONUMENTED       CGS
 LW0400  HISTORY     - 1986     GOOD             RIGS
 LW0400
 LW0400                          STATION DESCRIPTION
 LW0400
 LW0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0400'AT CRANSTON.
 LW0400'AT CRANSTON, ABOUT 0.9 MILE SOUTHWEST ALONG PHENIX AVENUE
 LW0400'(STATE HIGHWAY 51) FROM THE JUNCTION OF STATE HIGHWAY 12, SET
 LW0400'IN THE TOP OF THE WING WALL AT THE NORTHEAST CORNER OF THE
 LW0400'PHENIX AVENUE OVERPASS OVER THE NORTHBOUND LANE OF INTERSTATE
 LW0400'HIGHWAY 295, 27 1/2 FEET EAST OF THE CENTER LINE OF THE AVENUE
 LW0400'AND ABOUT LEVEL WITH THE AVENUE.
 LW0400
 LW0400                          STATION RECOVERY (1986)
 LW0400
 LW0400'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0443 ***********************************************************************
 LW0443  DESIGNATION -  N 31
 LW0443  PID         -  LW0443
 LW0443  STATE/COUNTY-  RI/PROVIDENCE
 LW0443  USGS QUAD   -  PROVIDENCE (1975)
 LW0443
 LW0443                         *CURRENT SURVEY CONTROL
 LW0443  ___________________________________________________________________
 LW0443* NAD 83(1986)-  41 49 07.     (N)    071 27 36.     (W)     SCALED    
 LW0443* NAVD 88     -        26.561  (meters)      87.14   (feet)  ADJUSTED  
 LW0443  ___________________________________________________________________
 LW0443  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW0443  DYNAMIC HT  -          26.553 (meters)      87.12  (feet)  COMP
 LW0443  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 LW0443
 LW0443  VERT ORDER  -  SECOND    CLASS 0
 LW0443
 LW0443.The horizontal coordinates were scaled from a topographic map and have
 LW0443.an estimated accuracy of +/- 6 seconds.
 LW0443
 LW0443.The orthometric height was determined by differential leveling
 LW0443.and adjusted by the National Geodetic Survey in June 1991..
 LW0443
 LW0443.The geoid height was determined by GEOID03.
 LW0443
 LW0443.The dynamic height is computed by dividing the NAVD 88
 LW0443.geopotential number by the normal gravity value computed on the
 LW0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0443.degrees latitude (g = 980.6199 gals.).
 LW0443
 LW0443.The modeled gravity was interpolated from observed gravity values.
 LW0443
 LW0443;                    North         East    Units  Estimated Accuracy
 LW0443;SPC RI       -    81,660.      103,320.      MT  (+/- 180 meters Scaled)
 LW0443
 LW0443                          SUPERSEDED SURVEY CONTROL
 LW0443
 LW0443  NGVD 29 (??/??/92)   26.811  (m)           87.96   (f) ADJ UNCH    2 0
 LW0443
 LW0443.Superseded values are not recommended for survey control.
 LW0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0443.See file dsdata.txt to determine how the superseded data were derived.
 LW0443
 LW0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG956325(NAD 83)
 LW0443_MARKER: DB = BENCH MARK DISK
 LW0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0443_SP_SET: FOUNDATION
 LW0443_STAMPING: N 31 1969
 LW0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0443
 LW0443  HISTORY     - Date     Condition        Report By
 LW0443  HISTORY     - 1969     MONUMENTED       CGS
 LW0443
 LW0443                          STATION DESCRIPTION
 LW0443
 LW0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0443'AT PROVIDENCE.
 LW0443'AT PROVIDENCE, ABOUT 0.25 MILE NORTHWEST ALONG U.S. HIGHWAY 6
 LW0443'FROM THE PERRY JR. HIGH SCHOOL, ABOUT 0.5 MILE EAST OF THE
 LW0443'PROVIDENCE-JOHNSTON TOWN LINE, AT THE JUNCTION OF THE HIGHWAY AND
 LW0443'ALVERSON AVENUE, SET VERTICALLY IN THE NORTHWEST FACE AT THE
 LW0443'WEST CORNER OF THE CONCRETE FOUNDATION FOR THE HARTFORD AVENUE
 LW0443'FIRE STATION, 28 FEET NORTHEAST OF THE NORTHEAST CURB OF U.S.
 LW0443'HIGHWAY 6 (HARTFORD AVENUE), 3.5 FEET NORTHEAST OF THE WEST CORNER
 LW0443'OF THE BUILDING, 1.2 FEET ABOVE THE BLACK TOP RAMP AND 2 1/2 FEET
 LW0443'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1465 ***********************************************************************
 LW1465  DESIGNATION -  N 32
 LW1465  PID         -  LW1465
 LW1465  STATE/COUNTY-  RI/PROVIDENCE
 LW1465  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1465
 LW1465                         *CURRENT SURVEY CONTROL
 LW1465  ___________________________________________________________________
 LW1465* NAD 83(1986)-  41 53 39.     (N)    071 31 14.     (W)     SCALED    
 LW1465* NAVD 88     -        79.782  (meters)     261.75   (feet)  ADJUSTED  
 LW1465  ___________________________________________________________________
 LW1465  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW1465  DYNAMIC HT  -          79.756 (meters)     261.67  (feet)  COMP
 LW1465  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 LW1465
 LW1465  VERT ORDER  -  SECOND    CLASS 0
 LW1465
 LW1465.The horizontal coordinates were scaled from a topographic map and have
 LW1465.an estimated accuracy of +/- 6 seconds.
 LW1465
 LW1465.The orthometric height was determined by differential leveling
 LW1465.and adjusted by the National Geodetic Survey in June 1991..
 LW1465
 LW1465.The geoid height was determined by GEOID03.
 LW1465
 LW1465.The dynamic height is computed by dividing the NAVD 88
 LW1465.geopotential number by the normal gravity value computed on the
 LW1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1465.degrees latitude (g = 980.6199 gals.).
 LW1465
 LW1465.The modeled gravity was interpolated from observed gravity values.
 LW1465
 LW1465;                    North         East    Units  Estimated Accuracy
 LW1465;SPC RI       -    90,050.       98,290.      MT  (+/- 180 meters Scaled)
 LW1465
 LW1465                          SUPERSEDED SURVEY CONTROL
 LW1465
 LW1465  NGVD 29 (??/??/92)   80.027  (m)          262.56   (f) ADJ UNCH    2 0
 LW1465
 LW1465.Superseded values are not recommended for survey control.
 LW1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1465.See file dsdata.txt to determine how the superseded data were derived.
 LW1465
 LW1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG909410(NAD 83)
 LW1465_MARKER: DB = BENCH MARK DISK
 LW1465_SETTING: 80 = SET IN A BOULDER
 LW1465_SP_SET: BOULDER
 LW1465_STAMPING: N 32 1969
 LW1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1465+STABILITY: SURFACE MOTION
 LW1465
 LW1465  HISTORY     - Date     Condition        Report By
 LW1465  HISTORY     - 1969     MONUMENTED       CGS
 LW1465
 LW1465                          STATION DESCRIPTION
 LW1465
 LW1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1465'0.6 MI NW FROM GEORGIAVILLE.
 LW1465'ABOUT 0.55 MILE NORTHWEST ALONG STATE HIGHWAY 104 FROM THE
 LW1465'GEORGIAVILLE BAPTIST CHURCH AT GEORGIAVILLE, ABOUT 0.15 MILE
 LW1465'NORTHWEST OF THE INTERSECTION OF OLD COUNTY ROAD, NEAR THE
 LW1465'PROPOSED CROSSING OF INTERSTATE HIGHWAY 295, ON THE TOP OF A LOW
 LW1465'CUT, SET ON THE TOP AND ABOUT IN THE CENTER OF AN IMBEDDED BOULDER
 LW1465'WHICH IS 10-FEET LONG- 7 FEET WIDE AND 2 FEET HIGH, 43 1/2 FEET
 LW1465'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF
 LW1465'POWER LINE POLE 109 AND 7 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1316 ***********************************************************************
 LW1316  DESIGNATION -  N 33
 LW1316  PID         -  LW1316
 LW1316  STATE/COUNTY-  RI/PROVIDENCE
 LW1316  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1316
 LW1316                         *CURRENT SURVEY CONTROL
 LW1316  ___________________________________________________________________
 LW1316* NAD 83(1986)-  41 53 42.     (N)    071 37 17.     (W)     SCALED    
 LW1316* NAVD 88     -       155.082  (meters)     508.80   (feet)  ADJUSTED  
 LW1316  ___________________________________________________________________
 LW1316  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1316  DYNAMIC HT  -         155.029 (meters)     508.62  (feet)  COMP
 LW1316  MODELED GRAV-     980,280.9   (mgal)                       NAVD 88
 LW1316
 LW1316  VERT ORDER  -  SECOND    CLASS 0
 LW1316
 LW1316.The horizontal coordinates were scaled from a topographic map and have
 LW1316.an estimated accuracy of +/- 6 seconds.
 LW1316
 LW1316.The orthometric height was determined by differential leveling
 LW1316.and adjusted by the National Geodetic Survey in June 1991..
 LW1316
 LW1316.The geoid height was determined by GEOID03.
 LW1316
 LW1316.The dynamic height is computed by dividing the NAVD 88
 LW1316.geopotential number by the normal gravity value computed on the
 LW1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1316.degrees latitude (g = 980.6199 gals.).
 LW1316
 LW1316.The modeled gravity was interpolated from observed gravity values.
 LW1316
 LW1316;                    North         East    Units  Estimated Accuracy
 LW1316;SPC RI       -    90,150.       89,930.      MT  (+/- 180 meters Scaled)
 LW1316
 LW1316                          SUPERSEDED SURVEY CONTROL
 LW1316
 LW1316  NGVD 29 (??/??/92)  155.326  (m)          509.60   (f) ADJ UNCH    2 0
 LW1316
 LW1316.Superseded values are not recommended for survey control.
 LW1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1316.See file dsdata.txt to determine how the superseded data were derived.
 LW1316
 LW1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG825414(NAD 83)
 LW1316_MARKER: DB = BENCH MARK DISK
 LW1316_SETTING: 80 = SET IN A BOULDER
 LW1316_SP_SET: BOULDER
 LW1316_STAMPING: N 33 1969
 LW1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1316+STABILITY: SURFACE MOTION
 LW1316
 LW1316  HISTORY     - Date     Condition        Report By
 LW1316  HISTORY     - 1969     MONUMENTED       CGS
 LW1316  HISTORY     - 1987     GOOD             USPSQD
 LW1316  HISTORY     - 1988     GOOD             USPSQD
 LW1316
 LW1316                          STATION DESCRIPTION
 LW1316
 LW1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1316'2.8 MI E FROM CHEPACHET.
 LW1316'ABOUT 2.8 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION
 LW1316'(SOUTH) OF STATE HIGHWAY 102 AT CHEPACHET, ABOUT 0.2 MILE WEST
 LW1316'OF THE JUNCTION OF ABSALONA HILL ROAD LEADING NORTH, ABOUT 100
 LW1316'YARDS NORTHEAST OF AND ACROSS AN OPEN FIELD FROM THE NORTHEAST
 LW1316'CORNER OF A SMALL CEMETERY, SET ON THE TOP AND AT THE WEST SIDE
 LW1316'OF A ROCK WHICH IS 40 FEET LONG-30 FEET WIDE AND ABOUT 3 1/2
 LW1316'FEET HIGH ON THE NORTH SIDE, 27 1/2 FEET SOUTH OF THE CENTER
 LW1316'LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 7 1/2 FEET SOUTHEAST
 LW1316'OF THE NORTHWEST CORNER OF THE FLAT PART OF THE ROCK AND 3 FEET
 LW1316'ABOVE THE LEVEL OF THE HIGHWAY.
 LW1316
 LW1316                          STATION RECOVERY (1987)
 LW1316
 LW1316'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1316'RECOVERED IN GOOD CONDITION.
 LW1316
 LW1316                          STATION RECOVERY (1988)
 LW1316
 LW1316'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1101 ***********************************************************************
 LW1101  DESIGNATION -  N 9
 LW1101  PID         -  LW1101
 LW1101  STATE/COUNTY-  RI/PROVIDENCE
 LW1101  USGS QUAD   -  CLAYVILLE (1975)
 LW1101
 LW1101                         *CURRENT SURVEY CONTROL
 LW1101  ___________________________________________________________________
 LW1101* NAD 83(1986)-  41 46 06.     (N)    071 42 12.     (W)     SCALED    
 LW1101* NAVD 88     -       186.956  (meters)     613.37   (feet)  ADJUSTED  
 LW1101  ___________________________________________________________________
 LW1101  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1101  DYNAMIC HT  -         186.891 (meters)     613.16  (feet)  COMP
 LW1101  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 LW1101
 LW1101  VERT ORDER  -  SECOND    CLASS 0
 LW1101
 LW1101.The horizontal coordinates were scaled from a topographic map and have
 LW1101.an estimated accuracy of +/- 6 seconds.
 LW1101
 LW1101.The orthometric height was determined by differential leveling
 LW1101.and adjusted by the National Geodetic Survey in June 1991..
 LW1101
 LW1101.The geoid height was determined by GEOID03.
 LW1101
 LW1101.The dynamic height is computed by dividing the NAVD 88
 LW1101.geopotential number by the normal gravity value computed on the
 LW1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1101.degrees latitude (g = 980.6199 gals.).
 LW1101
 LW1101.The modeled gravity was interpolated from observed gravity values.
 LW1101
 LW1101;                    North         East    Units  Estimated Accuracy
 LW1101;SPC RI       -    76,100.       83,090.      MT  (+/- 180 meters Scaled)
 LW1101
 LW1101                          SUPERSEDED SURVEY CONTROL
 LW1101
 LW1101  NGVD 29 (??/??/92)  187.199  (m)          614.17   (f) ADJ UNCH    2 0
 LW1101
 LW1101.Superseded values are not recommended for survey control.
 LW1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1101.See file dsdata.txt to determine how the superseded data were derived.
 LW1101
 LW1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG752275(NAD 83)
 LW1101_MARKER: DB = BENCH MARK DISK
 LW1101_SETTING: 80 = SET IN A BOULDER
 LW1101_SP_SET: BOULDER
 LW1101_STAMPING: N 9 1958
 LW1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1101+STABILITY: SURFACE MOTION
 LW1101
 LW1101  HISTORY     - Date     Condition        Report By
 LW1101  HISTORY     - 1958     MONUMENTED       CGS
 LW1101  HISTORY     - 1969     GOOD             NGS
 LW1101  HISTORY     - 1988     GOOD             USPSQD
 LW1101
 LW1101                          STATION DESCRIPTION
 LW1101
 LW1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1101'1.4 MI SW FROM CLAYVILLE.
 LW1101'ABOUT 1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 102 FROM THE
 LW1101'CLAYVILLE CHURCH AT CLAYVILLE, 143 FEET SOUTHWEST OF THE
 LW1101'CENTER OF THE JUNCTION OF A DRIVEWAY LEADING NORTHWEST TO A
 LW1101'ONE STORY FRAME HOUSE, SET IN THE TOP OF A TRIANGULAR SHAPED
 LW1101'BOULDER WHICH IS 6 FEET LONG-AND PROJECTS 2 FEET, 48 FEET
 LW1101'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 90 1/2 FEET
 LW1101'SOUTH AND ACROSS THE HIGHWAY FROM POWER LINE POLE 57, 21.5
 LW1101'FEET SOUTHEAST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH
 LW1101'THE HIGHWAY.
 LW1101
 LW1101                          STATION RECOVERY (1988)
 LW1101
 LW1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3663 ***********************************************************************
 LW3663  DESIGNATION -  N FOSTER RAD STA WXCN FM MAST
 LW3663  PID         -  LW3663
 LW3663  STATE/COUNTY-  RI/PROVIDENCE
 LW3663  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3663
 LW3663                         *CURRENT SURVEY CONTROL
 LW3663  ___________________________________________________________________
 LW3663* NAD 83(1996)-  41 51 07.19299(N)    071 46 44.25112(W)     ADJUSTED  
 LW3663* NAVD 88     -                                                        
 LW3663  ___________________________________________________________________
 LW3663  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 LW3663  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW3663
 LW3663  HORZ ORDER  -  THIRD
 LW3663
 LW3663.The horizontal coordinates were established by classical geodetic methods
 LW3663.and adjusted by the National Geodetic Survey in August 1998..
 LW3663
 LW3663
 LW3663.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3663
 LW3663.The geoid height was determined by GEOID03.
 LW3663
 LW3663;                    North         East     Units Scale Factor Converg.
 LW3663;SPC RI       -    85,407.272    76,834.720   MT  1.00000035   -0 11 10.0
 LW3663;SPC RI       -   280,207.02    252,081.91   sFT  1.00000035   -0 11 10.0
 LW3663;SPC CT       -   265,987.033   385,436.466   MT  0.99999855   +0 38 37.9
 LW3663;SPC CT       -   872,659.12  1,264,552.81   sFT  0.99999855   +0 38 37.9
 LW3663;UTM  19      - 4,637,078.168   269,310.649   MT  1.00025491   -1 51 17.9
 LW3663
 LW3663                          SUPERSEDED SURVEY CONTROL
 LW3663
 LW3663  NAD 83(1996)-  41 51 07.19263(N)    071 46 44.25090(W) AD(       ) 4
 LW3663  NAD 83(1992)-  41 51 07.19202(N)    071 46 44.25037(W) AD(       ) 4
 LW3663  NAD 83(1992)-  41 51 07.19195(N)    071 46 44.25060(W) AD(       ) 4
 LW3663  NAD 83(1986)-  41 51 07.19225(N)    071 46 44.24989(W) AD(       ) 4
 LW3663  NAD 27      -  41 51 06.83620(N)    071 46 45.99580(W) AD(       ) 3
 LW3663
 LW3663.Superseded values are not recommended for survey control.
 LW3663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3663.See file dsdata.txt to determine how the superseded data were derived.
 LW3663
 LW3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6931137078(NAD 83)
 LW3663
 LW3663  HISTORY     - Date     Condition        Report By
 LW3663  HISTORY     - 1958     MONUMENTED       CGS
 LW3663  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3663
 LW3663                          STATION DESCRIPTION
 LW3663
 LW3663'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW3663'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ABOUT
 LW3663'1.5 MILE WEST OF NORTH FOSTER ON THE NORTH SIDE OF STATE HIGHWAY
 LW3663'101.  THE MAST IS A UNIFORM CROSS-SECTION STEEL STRUCTURE
 LW3663'SUPPORTED BY GUY WIRES AND PAINTED ORANGE AND WHITE.  THE
 LW3663'HEIGHT IS 220 FEET.
 LW3663
 LW3663                          STATION RECOVERY (1968)
 LW3663
 LW3663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3663'THE STATION, FOSTER WXCN FM RADIO TOWER, IS THE TOP CENTER OF
 LW3663'THE STEEL TOWER.  THE TOWER IS ABOUT 200 FEET IN HEIGHT WITH THE
 LW3663'FIRST 125 FEET TRIANGULAR SHAPED AND THE REMAINING 75 FEET A
 LW3663'SINGLE METAL POLE.  IT IS OWNED BY THE HASTINGS BROADCASTING
 LW3663'CO. OF BOSTON, MASS.
 LW3663'
 LW3663'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND
 LW3663'94 (IN NORTH FOSTER), GO WEST ON STATE HIGHWAY 101 FOR 1.0 MILE
 LW3663'TO THE STATION ON THE RIGHT ABOUT 0.05 MILE TO THE NORTH OF THE
 LW3663'HIGHWAY.
 LW3663'
 LW3663'THE TOWER IS PAINTED IN ALTERNATING SECTIONS OF RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2523 ***********************************************************************
 LW2523  DESIGNATION -  N KINGSTOWN STANDPIPE 3
 LW2523  PID         -  LW2523
 LW2523  STATE/COUNTY-  RI/WASHINGTON
 LW2523  USGS QUAD   -  WICKFORD (1995)
 LW2523
 LW2523                         *CURRENT SURVEY CONTROL
 LW2523  ___________________________________________________________________
 LW2523* NAD 83(1996)-  41 31 21.73657(N)    071 25 32.76583(W)     ADJUSTED  
 LW2523* NAVD 88     -                                                        
 LW2523  ___________________________________________________________________
 LW2523  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 LW2523  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LW2523
 LW2523  HORZ ORDER  -  THIRD
 LW2523
 LW2523.The horizontal coordinates were established by classical geodetic methods
 LW2523.and adjusted by the National Geodetic Survey in August 1998..
 LW2523
 LW2523
 LW2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2523
 LW2523.The geoid height was determined by GEOID03.
 LW2523
 LW2523;                    North         East     Units Scale Factor Converg.
 LW2523;SPC RI       -    48,798.828   106,195.860   MT  0.99999422   +0 02 57.2
 LW2523;SPC RI       -   160,100.82    348,410.92   sFT  0.99999422   +0 02 57.2
 LW2523;UTM  19      - 4,599,626.065   297,601.954   MT  1.00010415   -1 36 31.1
 LW2523
 LW2523                          SUPERSEDED SURVEY CONTROL
 LW2523
 LW2523  NAD 83(1996)-  41 31 21.73588(N)    071 25 32.76515(W) AD(       ) 4
 LW2523  NAD 83(1992)-  41 31 21.73507(N)    071 25 32.76507(W) AD(       ) 4
 LW2523  NAD 83(1992)-  41 31 21.73443(N)    071 25 32.76503(W) AD(       ) 4
 LW2523  NAD 83(1986)-  41 31 21.73409(N)    071 25 32.76486(W) AD(       ) 4
 LW2523  NAD 27      -  41 31 21.36686(N)    071 25 34.56170(W) AD(       ) 3
 LW2523
 LW2523.Superseded values are not recommended for survey control.
 LW2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2523.See file dsdata.txt to determine how the superseded data were derived.
 LW2523
 LW2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9760299626(NAD 83)
 LW2523
 LW2523  HISTORY     - Date     Condition        Report By
 LW2523  HISTORY     - 1968     MONUMENTED       CGS
 LW2523  HISTORY     - 19940901 GOOD             USPSQD
 LW2523  HISTORY     - 19991231 GOOD             USPSQD
 LW2523  HISTORY     - 20011017 GOOD             USPSQD
 LW2523  HISTORY     - 20040806 GOOD             USPSQD
 LW2523
 LW2523                          STATION DESCRIPTION
 LW2523
 LW2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2523'STATION IS LOCATED ABOUT 3-1/4 MILES NORTHWEST OF
 LW2523'JAMESTOWN, 3 MILES SOUTHEAST OF WICKFORD AND ON PROPERTY
 LW2523'OF NORTH KINGSTOWN TOWNSHIP.
 LW2523'
 LW2523'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY (SCENIC) 1A
 LW2523'AND STATE HIGHWAY 138, GO SOUTH ON HIGHWAY 1A FOR 0.45
 LW2523'MILE TO A SIDE ROAD RIGHT (SNUFF MILL ROAD).  TURN RIGHT
 LW2523'ON SNUFF MILL ROAD AND GO WEST FOR 0.1 MILE TO STATION
 LW2523'ON THE RIGHT.
 LW2523'
 LW2523'THE STATION IS A CYLINDRICAL TANK PAINTED RED AND WHITE
 LW2523'(CHECKERED) AND IS ABOUT 110 FEET HIGH.
 LW2523'
 LW2523'POINT INTERSECTED WAS TOP AND CENTER.
 LW2523
 LW2523                          STATION RECOVERY (1994)
 LW2523
 LW2523'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2523'RECOVERED IN GOOD CONDITION.
 LW2523
 LW2523                          STATION RECOVERY (1999)
 LW2523
 LW2523'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW2523'RECOVERED IN GOOD CONDITION.
 LW2523
 LW2523                          STATION RECOVERY (2001)
 LW2523
 LW2523'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW2523'RECOVERED IN GOOD CONDITION.
 LW2523
 LW2523                          STATION RECOVERY (2004)
 LW2523
 LW2523'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5649 ***********************************************************************
 LW5649  DESIGNATION -  NA 001
 LW5649  PID         -  LW5649
 LW5649  STATE/COUNTY-  RI/WASHINGTON
 LW5649  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW5649
 LW5649                         *CURRENT SURVEY CONTROL
 LW5649  ___________________________________________________________________
 LW5649* NAD 83(1996)-  41 25 51.44816(N)    071 29 06.72698(W)     ADJUSTED  
 LW5649* NAVD 88     -        15.321  (meters)      50.27   (feet)  ADJUSTED  
 LW5649  ___________________________________________________________________
 LW5649  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 LW5649  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW5649  DYNAMIC HT  -          15.316 (meters)      50.25  (feet)  COMP
 LW5649  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 LW5649
 LW5649  HORZ ORDER  -  SECOND
 LW5649  VERT ORDER  -  SECOND    CLASS II
 LW5649
 LW5649.The horizontal coordinates were established by classical geodetic methods
 LW5649.and adjusted by the National Geodetic Survey in August 1998..
 LW5649
 LW5649.The orthometric height was determined by differential leveling
 LW5649.and adjusted by the National Geodetic Survey in April 1995..
 LW5649
 LW5649.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5649
 LW5649.The geoid height was determined by GEOID03.
 LW5649
 LW5649.The dynamic height is computed by dividing the NAVD 88
 LW5649.geopotential number by the normal gravity value computed on the
 LW5649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5649.degrees latitude (g = 980.6199 gals.).
 LW5649
 LW5649.The modeled gravity was interpolated from observed gravity values.
 LW5649
 LW5649;                    North         East     Units Scale Factor Converg.
 LW5649;SPC RI       -    38,606.652   101,236.885   MT  0.99999377   +0 00 35.3
 LW5649;SPC RI       -   126,661.99    332,141.35   sFT  0.99999377   +0 00 35.3
 LW5649;UTM  19      - 4,589,580.246   292,349.800   MT  1.00013067   -1 38 42.3
 LW5649
 LW5649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5649!SPC RI       -   1.00000235  x   0.99999377  =   0.99999612
 LW5649!UTM  19      -   1.00000235  x   1.00013067  =   1.00013302
 LW5649
 LW5649                          SUPERSEDED SURVEY CONTROL
 LW5649
 LW5649  NAD 83(1996)-  41 25 51.44734(N)    071 29 06.72603(W) AD(       ) 2
 LW5649  NAD 83(1992)-  41 25 51.44673(N)    071 29 06.72628(W) AD(       ) 2
 LW5649  NAD 83(1992)-  41 25 51.44580(N)    071 29 06.72612(W) AD(       ) 2
 LW5649  NAD 83(1992)-  41 25 51.44549(N)    071 29 06.72572(W) AD(       ) 2
 LW5649  NGVD 29 (09/30/94)   15.60   (m)           51.2    (f) LEVELING    3  
 LW5649
 LW5649.Superseded values are not recommended for survey control.
 LW5649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5649.See file dsdata.txt to determine how the superseded data were derived.
 LW5649
 LW5649_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9235089580(NAD 83)
 LW5649_MARKER: DD = SURVEY DISK
 LW5649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5649_SP_SET: CONCRETE POST
 LW5649_STAMPING: NA 001 1986
 LW5649_MARK LOGO: RIGS  
 LW5649_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5649+STABILITY: SURFACE MOTION
 LW5649
 LW5649  HISTORY     - Date     Condition        Report By
 LW5649  HISTORY     - 1986     MONUMENTED       RIGS
 LW5649
 LW5649                          STATION DESCRIPTION
 LW5649
 LW5649'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5649'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) EAST NORTHEAST OF
 LW5649'TUCKERTOWN CENTER, 2.4 KM (1.5 MI) WEST SOUTHWEST OF NARRAGANSETT
 LW5649'PIER, AND 1.5 KM (0.95 MI) SOUTHEAST OF WAKEFIELD CENTER.
 LW5649'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5649'JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 110, WHICH IS ABOUT 0.3
 LW5649'KM (0.2 MI) SOUTH OF PERRYVILLE CENTER, GO NORTH FOR 8.2 KM (5.1 MI)
 LW5649'ON HIGHWAY 1 TO AN EXIT MARKED NARRAGANSETT PT.  JUDITH ON THE RIGHT,
 LW5649'GO NORTH FOR 0.16 KM (0.1 MI) ON THE EXIT TO THE STATION ON THE
 LW5649'RIGHT.  THE STATION IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5649'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 23.2 METERS (76.0 FT)
 LW5649'WEST SOUTHWEST FROM THE NORTHERLY MOST SUPPORT POST OF A SIGN MARKED
 LW5649'GALILEE STATE BEACHES, 5.0 METERS (16.3 FT) SOUTH SOUTHEAST FROM THE
 LW5649'CENTERLINE OF THE EXIT, AND 1.2 METERS (3.8 FT) NORTH NORTHWEST FROM
 LW5649'A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5553 ***********************************************************************
 LW5553  DESIGNATION -  NA 002
 LW5553  PID         -  LW5553
 LW5553  STATE/COUNTY-  RI/WASHINGTON
 LW5553  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW5553
 LW5553                         *CURRENT SURVEY CONTROL
 LW5553  ___________________________________________________________________
 LW5553* NAD 83(1996)-  41 29 28.15746(N)    071 25 12.46001(W)     ADJUSTED  
 LW5553* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 LW5553  ___________________________________________________________________
 LW5553  X           -   1,524,502.730 (meters)                     COMP
 LW5553  Y           -  -4,535,237.883 (meters)                     COMP
 LW5553  Z           -   4,203,419.540 (meters)                     COMP
 LW5553  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW5553  ELLIP HEIGHT-         -25.53  (meters)          (06/13/02) GPS OBS
 LW5553  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW5553
 LW5553  HORZ ORDER  -  THIRD
 LW5553  ELLP ORDER  -  FOURTH    CLASS II
 LW5553
 LW5553.The horizontal coordinates were established by GPS observations
 LW5553.and adjusted by the National Geodetic Survey in August 1998..
 LW5553
 LW5553.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5553
 LW5553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5553
 LW5553.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5553
 LW5553.The ellipsoidal height was determined by GPS observations
 LW5553.and is referenced to NAD 83.
 LW5553
 LW5553.The geoid height was determined by GEOID03.
 LW5553
 LW5553;                    North         East     Units Scale Factor Converg.
 LW5553;SPC RI       -    45,295.236   106,669.890   MT  0.99999430   +0 03 10.5
 LW5553;SPC RI       -   148,606.12    349,966.13   sFT  0.99999430   +0 03 10.5
 LW5553;UTM  19      - 4,596,109.846   297,974.497   MT  1.00010230   -1 36 14.0
 LW5553
 LW5553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5553!SPC RI       -   1.00000400  x   0.99999430  =   0.99999830
 LW5553!UTM  19      -   1.00000400  x   1.00010230  =   1.00010630
 LW5553
 LW5553                          SUPERSEDED SURVEY CONTROL
 LW5553
 LW5553  ELLIP H (08/17/98)  -25.52   (m)                       GP(       ) 4 1
 LW5553  NAD 83(1996)-  41 29 28.15682(N)    071 25 12.45923(W) AD(       ) 3
 LW5553  NAD 83(1992)-  41 29 28.15595(N)    071 25 12.45928(W) AD(       ) 3
 LW5553  ELLIP H (01/17/96)  -25.57   (m)                       GP(       ) 4 2
 LW5553  NAD 83(1992)-  41 29 28.15531(N)    071 25 12.45917(W) AD(       ) 3
 LW5553  NAD 83(1986)-  41 29 28.15536(N)    071 25 12.45578(W) AD(       ) 3
 LW5553  NGVD 29 (07/30/91)    4.9    (m)           16.     (f) GPS OBS        
 LW5553
 LW5553.Superseded values are not recommended for survey control.
 LW5553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5553.See file dsdata.txt to determine how the superseded data were derived.
 LW5553
 LW5553_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9797496110(NAD 83)
 LW5553_MARKER: DD = SURVEY DISK
 LW5553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5553_SP_SET: CONCRETE POST
 LW5553_STAMPING: NA 002 1989
 LW5553_MARK LOGO: RIGS  
 LW5553_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5553+STABILITY: SURFACE MOTION
 LW5553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5553+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5553
 LW5553  HISTORY     - Date     Condition        Report By
 LW5553  HISTORY     - 1989     MONUMENTED       RIGS
 LW5553
 LW5553                          STATION DESCRIPTION
 LW5553
 LW5553'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5553'THE STATION IS ABOUT 6.72 KM (4.20 MI) NORTH NORTHEAST OF NARRAGANSETT
 LW5553'PIER CENTER. OWNERSHIP--UNIVERSITY OF RHODE ISLAND BAY CAMPUS. POINT
 LW5553'OF CONTACT IS KEN MORRIL, MAINTENANCE, 401 792-6559.
 LW5553'TO REACH FROM THE INTERSECTION OF SCENIC ROUTE 1A, BOSTON NECK ROAD,
 LW5553'BRIGETOWN ROAD, AND SOUTH FERRY ROAD, GO EAST 1.12 KM (0.70 MI) ON
 LW5553'SOUTH FERRY ROAD TO A POND ON THE RIGHT, TURN RIGHT AT URI
 LW5553'NARRAGANSETT BAY SIGN, AND GO SOUTH ALONG MAIN ROAD ON CAMPUS LEADING
 LW5553'TO RESEARCH VESSEL DOCK, GO SOUTH 0.64 KM (0.40 MI) TO THE STATION ON
 LW5553'THE RIGHT.
 LW5553'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5553'CONCRETE MONUMENT 30 CM IN DIAMETER AND 0.2 CM BELOW THE GROUND. IT IS
 LW5553'21.35 M (70.0 FT) SOUTH SOUTHEAST FROM A DROP INLET CATCH BASIN, 19.77
 LW5553'M (64.9 FT) EAST SOUTHEAST FROM A YELLOW FIRE HYDRANT, 12.46 M
 LW5553'(40.9 FT) SOUTHEAST FROM THE CENTERLINE OF MAIN ROAD, 5.79 M
 LW5553'(19.0 FT) FROM THE EDGE OF AN ERODED SHORE LINE, 2.04 M (6.7 FT)
 LW5553'SOUTHEAST FROM A FIBERGLASS WITNESS POST AND 1.2 M (3.9 FT)ABOVE THE
 LW5553'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2343 ***********************************************************************
 LW2343  DESIGNATION -  NAG 1913
 LW2343  PID         -  LW2343
 LW2343  STATE/COUNTY-  RI/NEWPORT
 LW2343  USGS QUAD   -  BRISTOL (1975)
 LW2343
 LW2343                         *CURRENT SURVEY CONTROL
 LW2343  ___________________________________________________________________
 LW2343* NAD 83(1996)-  41 37 49.04005(N)    071 18 57.56859(W)     ADJUSTED  
 LW2343* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2343  ___________________________________________________________________
 LW2343  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW2343  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW2343
 LW2343  HORZ ORDER  -  THIRD
 LW2343
 LW2343.The horizontal coordinates were established by classical geodetic methods
 LW2343.and adjusted by the National Geodetic Survey in August 1998..
 LW2343
 LW2343.The orthometric height was scaled from a topographic map.
 LW2343
 LW2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2343
 LW2343.The geoid height was determined by GEOID03.
 LW2343
 LW2343;                    North         East     Units Scale Factor Converg.
 LW2343;SPC RI       -    60,761.307   115,333.097   MT  0.99999664   +0 07 20.1
 LW2343;SPC RI       -   199,347.72    378,388.67   sFT  0.99999664   +0 07 20.1
 LW2343;UTM  19      - 4,611,319.907   307,082.613   MT  1.00005801   -1 32 20.5
 LW2343
 LW2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2343!SPC RI       -   1.00000377  x   0.99999664  =   1.00000041
 LW2343!UTM  19      -   1.00000377  x   1.00005801  =   1.00006178
 LW2343
 LW2343:                Primary Azimuth Mark                     Grid Az
 LW2343:SPC RI       -  SHANTY                                   019 01 11.2
 LW2343:UTM  19      -  SHANTY                                   020 40 51.8
 LW2343
 LW2343|---------------------------------------------------------------------|
 LW2343| PID    Reference Object                     Distance      Geod. Az  |
 LW2343|                                                           dddmmss.s |
 LW2343| LW2354 SHANTY                              APPROX. 3.0 KM 0190831.3 |
 LW2343| LW2305 CASTLE ISLAND LIGHT                 APPROX. 3.6 KM 0432752.0 |
 LW2343| LW2356 HOG ISLAND SEARCHLIGHT              APPROX. 3.3 KM 0633049.8 |
 LW2343| LW2393 COAL                                APPROX. 4.2 KM 1133640.1 |
 LW2343| LW2350 POTTERS COVE WINDMILL               APPROX. 2.6 KM 2913728.6 |
 LW2343| LW2327 PRUDENCE USE 1909                   APPROX. 3.9 KM 3262907.1 |
 LW2343|---------------------------------------------------------------------|
 LW2343
 LW2343                          SUPERSEDED SURVEY CONTROL
 LW2343
 LW2343  NAD 83(1996)-  41 37 49.03980(N)    071 18 57.56834(W) AD(       ) 3
 LW2343  NAD 83(1992)-  41 37 49.03838(N)    071 18 57.56768(W) AD(       ) 3
 LW2343  NAD 83(1992)-  41 37 49.03793(N)    071 18 57.56760(W) AD(       ) 3
 LW2343  NAD 83(1986)-  41 37 49.03833(N)    071 18 57.56638(W) AD(       ) 3
 LW2343  NAD 27      -  41 37 48.66100(N)    071 18 59.37900(W) AD(       ) 3
 LW2343
 LW2343.Superseded values are not recommended for survey control.
 LW2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2343.See file dsdata.txt to determine how the superseded data were derived.
 LW2343
 LW2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0708311320(NAD 83)
 LW2343
 LW2343  HISTORY     - Date     Condition        Report By
 LW2343  HISTORY     - 1913     MONUMENTED       CGS
 LW2343  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2343
 LW2343                          STATION DESCRIPTION
 LW2343
 LW2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2343'STATION IS ON A BLUFF ON THE E SHORE OF PRUDENCE ISLAND ABOUT
 LW2343'1/4 MILE SE OF GULL POINT AND E OF NAGS POND.  THE STATION IS
 LW2343'26 FEET FROM THE EDGE OF THE BLUFF AND IS MARKED BY THE
 LW2343'PROJECTING POINT OF A NAIL SURROUNDED BY A TRIANGLE IN THE TOP
 LW2343'OF A CONCRETE POST 8 INCHES SQUARE AND 22 INCHES LONG, WHICH
 LW2343'PROJECTS SLIGHTLY ABOVE THE GROUND.  THE UNDERGROUND MARK IS
 LW2343'THE SAME AS THE SURFACE MARK, EXCEPT THAT THE POST IS ONLY 12
 LW2343'INCHES LONG AND IS BURIED TO A DEPTH OF 2 FEET.  THE
 LW2343'STATION MARK BEARS THE INSCRIPTION 1913 C. AND G.S.
 LW2343'
 LW2343'A STATION OF THE U.S. ENGINEERS, CALLED NAGS POND (U.S.E.), A
 LW2343'DRILL HOLE WITHIN A TRIANGLE CUT ON THE TOP OF A LARGE ROCK, IS
 LW2343'22.98 METERS (75.39 FEET) SE OF THE STATION.
 LW2343
 LW2343                          STATION RECOVERY (1956)
 LW2343
 LW2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2343'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2343'DESCRIPTION IS NO LONGER ADEQUATE.  A COMPLETE NEW DESCRIPTION
 LW2343'FOLLOWS--
 LW2343'
 LW2343'LOCATED ON A BLUFF ON THE NE SIDE OF PRUDENCE ISLAND,
 LW2343'APPROXIMATELY 1-1/4 MI. SE OF GULL POINT, APPROXIMATELY 575
 LW2343'FT. NE OF NAGS POND, 65.0 FT NW OF A SMALL BOULDER AT TOP OF
 LW2343'THE BLUFF, 34.6 FT. E OF THE ONLY TREE ON THE BLUFF, AND 9 FT. NW
 LW2343'OF THE EDGE OF THE BLUFF.
 LW2343'
 LW2343'IT IS A STATE OF RHODE ISLAND COMMISSION SHELL FISHERIES
 LW2343'TRIANGULATION STATION DISK, STAMPED 82 AND SET IN THE TOP OF A
 LW2343'6-IN. SQUARE GRANITE POST WHICH PROJECTS 8 IN. ABOVE THE GROUND.
 LW2343'
 LW2343'THERE WAS SOME DOUBT AS TO THE RECOVERY OF THE STATION AS THE
 LW2343'MARKING HAD BEEN CHANGED FROM THAT DESCRIBED IN ALL AVAILABLE
 LW2343'DESCRIPTIONS.  HOWEVER, A SMALL SCHEME OF THIRD-ORDER
 LW2343'TRIANGULATION ESTABLISHED THE FACT THAT THE STATION AS DESCRIBED
 LW2343'ABOVE IS IN THE SAME POSITION AS THE ORIGINAL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2941 ***********************************************************************
 LW2941  DESIGNATION -  NARRAGANSETT CHURCH
 LW2941  PID         -  LW2941
 LW2941  STATE/COUNTY-  RI/WASHINGTON
 LW2941  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2941
 LW2941                         *CURRENT SURVEY CONTROL
 LW2941  ___________________________________________________________________
 LW2941* NAD 83(1996)-  41 29 33.41396(N)    071 25 31.80833(W)     ADJUSTED  
 LW2941* NAVD 88     -                                                        
 LW2941  ___________________________________________________________________
 LW2941  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LW2941  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW2941
 LW2941  HORZ ORDER  -  THIRD
 LW2941
 LW2941.The horizontal coordinates were established by classical geodetic methods
 LW2941.and adjusted by the National Geodetic Survey in August 1998..
 LW2941
 LW2941
 LW2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2941
 LW2941.The geoid height was determined by GEOID03.
 LW2941
 LW2941;                    North         East     Units Scale Factor Converg.
 LW2941;SPC RI       -    45,457.003   106,220.939   MT  0.99999423   +0 02 57.7
 LW2941;SPC RI       -   149,136.85    348,493.20   sFT  0.99999423   +0 02 57.7
 LW2941;UTM  19      - 4,596,284.545   297,530.363   MT  1.00010451   -1 36 27.0
 LW2941
 LW2941                          SUPERSEDED SURVEY CONTROL
 LW2941
 LW2941  NAD 83(1996)-  41 29 33.41331(N)    071 25 31.80759(W) AD(       ) 4
 LW2941  NAD 83(1992)-  41 29 33.41245(N)    071 25 31.80763(W) AD(       ) 4
 LW2941  NAD 83(1992)-  41 29 33.41180(N)    071 25 31.80745(W) AD(       ) 4
 LW2941  NAD 83(1986)-  41 29 33.41182(N)    071 25 31.80556(W) AD(       ) 4
 LW2941  NAD 27      -  41 29 33.04460(N)    071 25 33.61184(W) AD(       ) 3
 LW2941
 LW2941.Superseded values are not recommended for survey control.
 LW2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2941.See file dsdata.txt to determine how the superseded data were derived.
 LW2941
 LW2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9753096285(NAD 83)
 LW2941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2941+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW2941
 LW2941  HISTORY     - Date     Condition        Report By
 LW2941  HISTORY     - 1912     MONUMENTED       CGS
 LW2941  HISTORY     - 1934     GOOD             RIGS
 LW2941  HISTORY     - 1956     GOOD             CGS
 LW2941  HISTORY     - 1968     GOOD             CGS
 LW2941  HISTORY     - 19980108 GOOD             USPSQD
 LW2941  HISTORY     - 19980203 GOOD             INDIV
 LW2941  HISTORY     - 19991231 GOOD             USPSQD
 LW2941  HISTORY     - 20010807 GOOD             USPSQD
 LW2941  HISTORY     - 20040806 GOOD             USPSQD
 LW2941
 LW2941                          STATION DESCRIPTION
 LW2941
 LW2941'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2941'THIS IS THE BAPTIST CHURCH ON THE N SIDE OF THE SOUTH FERRY -
 LW2941'BRIDGETOWN ROAD ABOUT 1/4 MILE W OF THE SHORE OF NARRAGANSETT BAY.
 LW2941'ACCORDING TO COLE (P. 578), THE BUILDING WAS DEDICATED JAN. 23, 1851.
 LW2941'
 LW2941'THE SPIRE IS A SQUARE PYRAMID ON TOP OF A SQUARE TOWER THRU WHICH
 LW2941'IS THE ENTRANCE TO THE CHURCH.  THE BUILDING AND SPIRE IS THE SAME
 LW2941'NOW AS IT WAS IN 1857 JUDGING BY A PICTURE OF THE CHURCH
 LW2941'APPEARING AT THE EDGE OF A MAP OF S KINGSTOWN WHICH MAP IS AT THE
 LW2941'NARRAGANSETT LIBRARY AT PEACEDALE.
 LW2941
 LW2941                          STATION RECOVERY (1956)
 LW2941
 LW2941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2941'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2941'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 LW2941'
 LW2941'THE ROAD IS NOW THE BRIDGETOWN ROAD.
 LW2941
 LW2941                          STATION RECOVERY (1968)
 LW2941
 LW2941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2941'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2941
 LW2941                          STATION RECOVERY (1998)
 LW2941
 LW2941'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2941'RECOVERED IN GOOD CONDITION.
 LW2941
 LW2941                          STATION RECOVERY (1998)
 LW2941
 LW2941'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2941'RECOVERED IN GOOD CONDITION.
 LW2941
 LW2941                          STATION RECOVERY (1999)
 LW2941
 LW2941'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW2941'RECOVERED IN GOOD CONDITION.
 LW2941
 LW2941                          STATION RECOVERY (2001)
 LW2941
 LW2941'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2941'RECOVERED IN GOOD CONDITION.
 LW2941
 LW2941                          STATION RECOVERY (2004)
 LW2941
 LW2941'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2938 ***********************************************************************
 LW2938  DESIGNATION -  NARRAGANSETT TOWN STANDPIPE
 LW2938  PID         -  LW2938
 LW2938  STATE/COUNTY-  RI/WASHINGTON
 LW2938  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2938
 LW2938                         *CURRENT SURVEY CONTROL
 LW2938  ___________________________________________________________________
 LW2938* NAD 83(1996)-  41 29 23.32459(N)    071 26 18.02792(W)     ADJUSTED  
 LW2938* NAVD 88     -                                                        
 LW2938  ___________________________________________________________________
 LW2938  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 LW2938  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW2938
 LW2938  HORZ ORDER  -  THIRD
 LW2938
 LW2938.The horizontal coordinates were established by classical geodetic methods
 LW2938.and adjusted by the National Geodetic Survey in August 1998..
 LW2938
 LW2938
 LW2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2938
 LW2938.The geoid height was determined by GEOID03.
 LW2938
 LW2938;                    North         East     Units Scale Factor Converg.
 LW2938;SPC RI       -    45,144.894   105,149.058   MT  0.99999408   +0 02 27.1
 LW2938;SPC RI       -   148,112.87    344,976.53   sFT  0.99999408   +0 02 27.1
 LW2938;UTM  19      - 4,596,003.526   296,449.783   MT  1.00010991   -1 36 57.3
 LW2938
 LW2938                          SUPERSEDED SURVEY CONTROL
 LW2938
 LW2938  NAD 83(1996)-  41 29 23.32389(N)    071 26 18.02717(W) AD(       ) 4
 LW2938  NAD 83(1992)-  41 29 23.32310(N)    071 26 18.02722(W) AD(       ) 4
 LW2938  NAD 83(1992)-  41 29 23.32241(N)    071 26 18.02707(W) AD(       ) 4
 LW2938  NAD 83(1986)-  41 29 23.32194(N)    071 26 18.02642(W) AD(       ) 4
 LW2938  NAD 27      -  41 29 22.95614(N)    071 26 19.82348(W) AD(       ) 3
 LW2938
 LW2938.Superseded values are not recommended for survey control.
 LW2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2938.See file dsdata.txt to determine how the superseded data were derived.
 LW2938
 LW2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9645096004(NAD 83)
 LW2938_MARKER: 52 = STANDPIPE TANK
 LW2938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2938+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW2938
 LW2938  HISTORY     - Date     Condition        Report By
 LW2938  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2938  HISTORY     - 1988     GOOD             USPSQD
 LW2938  HISTORY     - 19940901 GOOD             USPSQD
 LW2938  HISTORY     - 19980203 GOOD             INDIV
 LW2938  HISTORY     - 20010807 GOOD             USPSQD
 LW2938  HISTORY     - 20040806 GOOD             USPSQD
 LW2938
 LW2938                          STATION DESCRIPTION
 LW2938
 LW2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2938'THE STATION, NARRAGANSETT TOWN STANDPIPE, IS THE TOP CENTER OF THE
 LW2938'RED AND WHITE CHECKERED CYLINDRICAL TANK WHICH IS ABOUT 75 FEET IN
 LW2938'HEIGHT.
 LW2938'
 LW2938'THE STATION IS LOCATED 0.1 MILE SOUTH OF THE JUNCTION OF STATE
 LW2938'HIGHWAY 138 AND U.S. HIGHWAY 1A WHICH IS ABOUT 3 MILES NORTH OF
 LW2938'NARRAGANSETT.
 LW2938
 LW2938                          STATION RECOVERY (1988)
 LW2938
 LW2938'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW2938'RECOVERED IN GOOD CONDITION.
 LW2938
 LW2938                          STATION RECOVERY (1994)
 LW2938
 LW2938'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2938'RECOVERED IN GOOD CONDITION.
 LW2938
 LW2938                          STATION RECOVERY (1998)
 LW2938
 LW2938'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2938'TANK PAINTED GREEN.
 LW2938
 LW2938                          STATION RECOVERY (2001)
 LW2938
 LW2938'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2938'RECOVERED IN GOOD CONDITION.
 LW2938
 LW2938                          STATION RECOVERY (2004)
 LW2938
 LW2938'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2937 ***********************************************************************
 LW2937  DESIGNATION -  NARROW RIVER E
 LW2937  PID         -  LW2937
 LW2937  STATE/COUNTY-  RI/WASHINGTON
 LW2937  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2937
 LW2937                         *CURRENT SURVEY CONTROL
 LW2937  ___________________________________________________________________
 LW2937* NAD 83(1996)-  41 26 27.70414(N)    071 26 20.01518(W)     ADJUSTED  
 LW2937* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 LW2937  ___________________________________________________________________
 LW2937  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 LW2937  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LW2937
 LW2937  HORZ ORDER  -  SECOND
 LW2937
 LW2937.The horizontal coordinates were established by classical geodetic methods
 LW2937.and adjusted by the National Geodetic Survey in August 1998..
 LW2937
 LW2937.The orthometric height was scaled from a topographic map.
 LW2937
 LW2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2937
 LW2937.The geoid height was determined by GEOID03.
 LW2937
 LW2937;                    North         East     Units Scale Factor Converg.
 LW2937;SPC RI       -    39,726.862   105,106.786   MT  0.99999407   +0 02 25.6
 LW2937;SPC RI       -   130,337.21    344,837.85   sFT  0.99999407   +0 02 25.6
 LW2937;UTM  19      - 4,590,588.348   296,250.934   MT  1.00011091   -1 36 53.0
 LW2937
 LW2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2937!SPC RI       -   1.00000369  x   0.99999407  =   0.99999776
 LW2937!UTM  19      -   1.00000369  x   1.00011091  =   1.00011460
 LW2937
 LW2937:                Primary Azimuth Mark                     Grid Az
 LW2937:SPC RI       -  WEST TOWER                               080 23 20.1
 LW2937:UTM  19      -  WEST TOWER                               082 02 38.7
 LW2937
 LW2937|---------------------------------------------------------------------|
 LW2937| PID    Reference Object                     Distance      Geod. Az  |
 LW2937|                                                           dddmmss.s |
 LW2937| LW2865 WEST TOWER                          APPROX. 7.0 KM 0802545.7 |
 LW2937| LW2846 TOWER 9                             APPROX. 7.3 KM 0814008.3 |
 LW2937| CB7920 NARROW RIVER E RM 1                   3.455 METERS 21559     |
 LW2937| CB7921 NARROW RIVER E RM 2                  14.404 METERS 27629     |
 LW2937|---------------------------------------------------------------------|
 LW2937
 LW2937                          SUPERSEDED SURVEY CONTROL
 LW2937
 LW2937  NAD 83(1996)-  41 26 27.70345(N)    071 26 20.01418(W) AD(       ) 2
 LW2937  NAD 83(1992)-  41 26 27.70267(N)    071 26 20.01451(W) AD(       ) 2
 LW2937  NAD 83(1992)-  41 26 27.70184(N)    071 26 20.01420(W) AD(       ) 2
 LW2937  NAD 83(1986)-  41 26 27.70174(N)    071 26 20.01314(W) AD(       ) 2
 LW2937  NAD 27      -  41 26 27.33373(N)    071 26 21.80892(W) AD(       ) 2
 LW2937
 LW2937.Superseded values are not recommended for survey control.
 LW2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2937.See file dsdata.txt to determine how the superseded data were derived.
 LW2937
 LW2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9625190588(NAD 83)
 LW2937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2937+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1998
 LW2937
 LW2937  HISTORY     - Date     Condition        Report By
 LW2937  HISTORY     - 1909     MONUMENTED       USE
 LW2937  HISTORY     - 1912     GOOD             CGS
 LW2937  HISTORY     - 1934     GOOD             RIGS
 LW2937  HISTORY     - 1940     GOOD             CGS
 LW2937  HISTORY     - 1943     GOOD             CGS
 LW2937  HISTORY     - 1949     GOOD             CGS
 LW2937  HISTORY     - 1962     GOOD             CGS
 LW2937  HISTORY     - 19980203 GOOD             INDIV
 LW2937  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LW2937
 LW2937                          STATION DESCRIPTION
 LW2937
 LW2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2937'ON LAND OWNED BY MR. J.B.M. POTTER OF KINGSTON, R.I., ON THE
 LW2937'SOUTHERN POINT OF COSTON NECK, ON THE W SIDE OF THE WESTERN
 LW2937'ENTRANCE TO NARRAGANSETT BAY, ON A HIGH LEDGE FORMING THE E SIDE
 LW2937'OF THE ENTRANCE TO NARROW RIVER (PATTAQUAMSCOTT NARROWS).  THE
 LW2937'STATION IS MARKED BY A STANDARD DISK STATION MARK WITH THE
 LW2937'ADDITIONAL LEGEND ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A.,
 LW2937'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE REFERENCE
 LW2937'MARK IS 3.45 METERS (11.32 FEET) SW OF THE STATION.
 LW2937
 LW2937                          STATION RECOVERY (1934)
 LW2937
 LW2937'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2937'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.
 LW2937'
 LW2937'THE LAND IS NOW OWNED BY THE WHALE ROCK LAND CO.
 LW2937'
 LW2937'THE CORRECT NAME FOR THE PLACE IS BOSTON NECK.
 LW2937'
 LW2937'THE STATION IS IN THE MIDDLE OF THREE HIGH LEDGES, AND ABOUT 100
 LW2937'YARDS N OF THE SOUTHERNMOST END OF THE LEDGE, AND ABOUT 50 YARDS S
 LW2937'FROM THE END OF A PRIVATE DRIVE.
 LW2937
 LW2937                          STATION RECOVERY (1940)
 LW2937
 LW2937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2937'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LW2937'
 LW2937'THE STATION IS ON THE E SIDE OF THE MOUTH OF THE PATTAQUAMSCOTT
 LW2937'RIVER WHICH IS ABOUT 1 MILE NE OF THE TOWN OF NARRAGANSETT PIER.
 LW2937'IT IS ON THE HIGHEST PART OF THE INNER ONE OF THREE CLUMPS OF
 LW2937'ROCKS AT THE S TIP OF BOSTON NECK.  THE MARE 2, IS STAMPED NARROW
 LW2937'RIVER E USE 1912.
 LW2937'
 LW2937'REFERENCE MARK 1 IS THE OLD REFERENCE MARK.  IT IS 3.455 METERS
 LW2937'(11.33 FEET) S OF THE STATION.  THE DISK, IS STAMPED NARROW RIVER
 LW2937'E USE NO 1 1912.
 LW2937'
 LW2937'REFERENCE MARK 2 WAS ESTABLISHED.  IT IS 14.405 METERS (47.26
 LW2937'FEET), HORIZONTAL DISTANCE, W OF THE STATION, AND ABOUT 5 FEET
 LW2937'LOWER.  THE DISK, IS STAMPED NARROW RIVER E USE NO 2 1940.
 LW2937'
 LW2937'THE AZIMUTH MARKS ARE THE FINIALS ON TOP THE WHALE ROCK LIGHTHOUSE
 LW2937'WHICH IS ABOUT 0.7 MILE ENE OF THE STATION AND BEAVERTAIL POINT
 LW2937'BEACON WHICH IS ABOUT 2.0 MILES ENE OF THE STATION.
 LW2937'
 LW2937'TO REACH THE STATION FROM THE BRIDGE ACROSS THE PATTAQUAMSCOTT
 LW2937'RIVER ABOUT 1 MILE NE OF THE TOWN OF NARRAGANSETT PIER, TAKE THE
 LW2937'RIGHT HAND FORK OFF U.S. HIGHWAY 1 AND DRIVE NE FOR 0.3 MILE, THEN
 LW2937'TURN RIGHT ON AN OLD PAVED PRIVATE ROAD AND DRIVE 0.5 MILE, THEN
 LW2937'TURN RIGHT AND DRIVE 0.3 MILE TO THE END OF THE ROAD AT THE POINT,
 LW2937'THEN WALK ABOUT 50 YARDS TOWARD THE POINT TO THE STATION.
 LW2937
 LW2937                          STATION RECOVERY (1943)
 LW2937
 LW2937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2937'STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE FOUND IN
 LW2937'GOOD CONDITION.  STATION IS ABOUT 1/2 MILE SSW OF FORT VARNUM.
 LW2937
 LW2937                          STATION RECOVERY (1949)
 LW2937
 LW2937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 LW2937'ORIGINAL DESCRIPTION WAS NOT AVAILABLE.
 LW2937'
 LW2937'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LW2937'CONDITION.  TO REACH STATION, PROCEED N ON HIGHWAY 1 FROM THE
 LW2937'TRAFFIC LIGHT IN THE CENTER OF NARRAGANSETT TO A BRIDGE CROSSING
 LW2937'PETTAQUAMSCUTT RIVER.  TAKE THE FIRST LANE TO THE E AFTER CROSSING
 LW2937'THE BRIDGE AND TAKE EACH RIGHT TURN TO THE POINT. STATION IS ON A
 LW2937'ROCK OUTCROP APPROXIMATELY 325 FT. SW OF A QUONSET HUT.
 LW2937'
 LW2937'REFERENCE MARK 1 IS APPROXIMATELY 3.35 M. SW OF THE STATION.
 LW2937'
 LW2937'REFERENCE MARK 2 IS APPROXIMATELY 14.3 M. W OF THE STATION.
 LW2937
 LW2937                          STATION RECOVERY (1962)
 LW2937
 LW2937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 LW2937'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LW2937'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 LW2937'VERIFIED.  THE RECOVERY NOTE BY P.L.B. IN 1940 IS ADEQUATE.
 LW2937
 LW2937                          STATION RECOVERY (1998)
 LW2937
 LW2937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2937'ABOUT .05 MI N ON US1 FROM NARROWS BRIDGE. EAST ON OLD BOSTON NECK
 LW2937'ROAD, TO NECK ROAD. RIGHT ON WHALE ROCK ROAD, ALSO CALLED FORT VARNUM
 LW2937'ROAD. TURN RIGHT.  AT GATE TO FORT VARNUM, TURN RIGHT INTO DRIVEWAY.
 LW2937'THREE COTTAGES.  ASK PERMISSION.  GO TO CORMORANT POINT. STATION AND 2
 LW2937'RMS.
 LW2937
 LW2937                          STATION RECOVERY (2004)
 LW2937
 LW2937'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2937'SEE NOTE ON LW0650.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2930 ***********************************************************************
 LW2930  DESIGNATION -  NARROW RIVER WEST USE
 LW2930  PID         -  LW2930
 LW2930  STATE/COUNTY-  RI/WASHINGTON
 LW2930  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2930
 LW2930                         *CURRENT SURVEY CONTROL
 LW2930  ___________________________________________________________________
 LW2930* NAD 83(1996)-  41 26 20.96067(N)    071 26 55.98196(W)     ADJUSTED  
 LW2930* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2930  ___________________________________________________________________
 LW2930  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 LW2930  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LW2930
 LW2930  HORZ ORDER  -  THIRD
 LW2930
 LW2930.The horizontal coordinates were established by classical geodetic methods
 LW2930.and adjusted by the National Geodetic Survey in August 1998..
 LW2930
 LW2930.The orthometric height was scaled from a topographic map.
 LW2930
 LW2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2930
 LW2930.The geoid height was determined by GEOID03.
 LW2930
 LW2930;                    North         East     Units Scale Factor Converg.
 LW2930;SPC RI       -    39,518.281   104,271.966   MT  0.99999397   +0 02 01.8
 LW2930;SPC RI       -   129,652.89    342,098.94   sFT  0.99999397   +0 02 01.8
 LW2930;UTM  19      - 4,590,403.945   295,410.338   MT  1.00011514   -1 37 16.7
 LW2930
 LW2930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2930!SPC RI       -   1.00000479  x   0.99999397  =   0.99999876
 LW2930!UTM  19      -   1.00000479  x   1.00011514  =   1.00011993
 LW2930
 LW2930:                Primary Azimuth Mark                     Grid Az
 LW2930:SPC RI       -  HAZARD TOWER                             194 23 58.9
 LW2930:UTM  19      -  HAZARD TOWER                             196 03 17.4
 LW2930
 LW2930|---------------------------------------------------------------------|
 LW2930| PID    Reference Object                     Distance      Geod. Az  |
 LW2930|                                                           dddmmss.s |
 LW2930| LW2961 HAZARD TOWER                        APPROX. 2.7 KM 1942600.7 |
 LW2930|---------------------------------------------------------------------|
 LW2930
 LW2930                          SUPERSEDED SURVEY CONTROL
 LW2930
 LW2930  NAD 83(1996)-  41 26 20.95995(N)    071 26 55.98097(W) AD(       ) 3
 LW2930  NAD 83(1992)-  41 26 20.95921(N)    071 26 55.98127(W) AD(       ) 3
 LW2930  NAD 83(1992)-  41 26 20.95835(N)    071 26 55.98100(W) AD(       ) 3
 LW2930  NAD 83(1986)-  41 26 20.95812(N)    071 26 55.98021(W) AD(       ) 3
 LW2930  NAD 27      -  41 26 20.59400(N)    071 26 57.77300(W) AD(       ) 3
 LW2930
 LW2930.Superseded values are not recommended for survey control.
 LW2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2930.See file dsdata.txt to determine how the superseded data were derived.
 LW2930
 LW2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9541090404(NAD 83)
 LW2930
 LW2930  HISTORY     - Date     Condition        Report By
 LW2930  HISTORY     - UNK      MONUMENTED
 LW2930  HISTORY     - 1912     MARK NOT FOUND   CGS
 LW2930  HISTORY     - 1949     MARK NOT FOUND   CGS
 LW2930
 LW2930                          STATION DESCRIPTION
 LW2930
 LW2930'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2930'REPORTED DESTROYED IN 1912.
 LW2930
 LW2930                          STATION RECOVERY (1949)
 LW2930
 LW2930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 LW2930'NO ORIGINAL DESCRIPTION WAS AVAILABLE.  THREE MEN SEARCHED FOR
 LW2930'1/2-HR. WITH NO SUCCESS.  IT IS BELIEVED THAT THE STATION HAS BEEN
 LW2930'DESTROYED DUE TO CONSIDERABLE CHANGES IN SHORELINE FEATURES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3483 ***********************************************************************
 LW3483  DESIGNATION -  NASONVILLE TUXER PLANT TANK
 LW3483  PID         -  LW3483
 LW3483  STATE/COUNTY-  RI/PROVIDENCE
 LW3483  USGS QUAD   -  GEORGIAVILLE (1975)
 LW3483
 LW3483                         *CURRENT SURVEY CONTROL
 LW3483  ___________________________________________________________________
 LW3483* NAD 83(1996)-  41 58 52.68083(N)    071 37 00.21791(W)     ADJUSTED  
 LW3483* NAVD 88     -                                                        
 LW3483  ___________________________________________________________________
 LW3483  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 LW3483  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LW3483
 LW3483  HORZ ORDER  -  THIRD
 LW3483
 LW3483.The horizontal coordinates were established by classical geodetic methods
 LW3483.and adjusted by the National Geodetic Survey in August 1998..
 LW3483
 LW3483
 LW3483.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3483
 LW3483.The geoid height was determined by GEOID03.
 LW3483
 LW3483;                    North         East     Units Scale Factor Converg.
 LW3483;SPC RI       -    99,737.955    90,326.292   MT  0.99999490   -0 04 41.1
 LW3483;SPC RI       -   327,223.61    296,345.51   sFT  0.99999490   -0 04 41.1
 LW3483;SPC MA M     -   858,998.920   190,326.507   MT  0.99997184   -0 04 42.3
 LW3483;SPC MA M     - 2,818,232.29    624,429.55   sFT  0.99997184   -0 04 42.3
 LW3483;UTM  19      - 4,651,012.421   283,217.382   MT  1.00017830   -1 45 03.5
 LW3483
 LW3483                          SUPERSEDED SURVEY CONTROL
 LW3483
 LW3483  NAD 83(1996)-  41 58 52.68075(N)    071 37 00.21802(W) AD(       ) 4
 LW3483  NAD 83(1992)-  41 58 52.67967(N)    071 37 00.21660(W) AD(       ) 4
 LW3483  NAD 83(1992)-  41 58 52.67964(N)    071 37 00.21673(W) AD(       ) 4
 LW3483  NAD 83(1986)-  41 58 52.67929(N)    071 37 00.21445(W) AD(       ) 4
 LW3483  NAD 27      -  41 58 52.32579(N)    071 37 01.98052(W) AD(       ) 3
 LW3483
 LW3483.Superseded values are not recommended for survey control.
 LW3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3483.See file dsdata.txt to determine how the superseded data were derived.
 LW3483
 LW3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8321751012(NAD 83)
 LW3483_MARKER: 51 = TANK
 LW3483_SETTING: 0 = UNSPECIFIED SETTING
 LW3483
 LW3483  HISTORY     - Date     Condition        Report By
 LW3483  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3483  HISTORY     - 1986     GOOD             RIGS
 LW3483
 LW3483                          STATION DESCRIPTION
 LW3483
 LW3483'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3483'THE STATION, NASONVILLE TUXER THERMOPLASTICS COMPANY WATER
 LW3483'TANK, IS THE TOP CENTER OF THE CYLINDRICAL TANK WHICH IS SUPPORTED
 LW3483'BY 4 STEEL LEGS AND IS ABOUT 90 FEET IN HEIGHT.
 LW3483'
 LW3483'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 102
 LW3483'AND 7, WHICH IS JUST SOUTH OF NASONVILLE, GO SOUTH ON STATE
 LW3483'HIGHWAY 7 FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 LW3483'
 LW3483'THE TANK IS PAINTED SILVER.
 LW3483
 LW3483                          STATION RECOVERY (1986)
 LW3483
 LW3483'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW3483'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2576 ***********************************************************************
 LW2576  DESIGNATION -  NATICK BAPTIST CH SPIRE
 LW2576  PID         -  LW2576
 LW2576  STATE/COUNTY-  RI/KENT
 LW2576  USGS QUAD   -  EAST GREENWICH (1975)
 LW2576
 LW2576                         *CURRENT SURVEY CONTROL
 LW2576  ___________________________________________________________________
 LW2576* NAD 83(1996)-  41 43 15.17263(N)    071 29 28.24324(W)     ADJUSTED  
 LW2576* NAVD 88     -                                                        
 LW2576  ___________________________________________________________________
 LW2576  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 LW2576  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW2576
 LW2576  HORZ ORDER  -  THIRD
 LW2576
 LW2576.The horizontal coordinates were established by classical geodetic methods
 LW2576.and adjusted by the National Geodetic Survey in August 1998..
 LW2576
 LW2576
 LW2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2576
 LW2576.The geoid height was determined by GEOID03.
 LW2576
 LW2576;                    North         East     Units Scale Factor Converg.
 LW2576;SPC RI       -    70,806.748   100,734.034   MT  0.99999376   +0 00 21.1
 LW2576;SPC RI       -   232,305.14    330,491.58   sFT  0.99999376   +0 00 21.1
 LW2576;UTM  19      - 4,621,785.772   292,779.787   MT  1.00012844   -1 39 30.5
 LW2576
 LW2576                          SUPERSEDED SURVEY CONTROL
 LW2576
 LW2576  NAD 83(1996)-  41 43 15.17211(N)    071 29 28.24297(W) AD(       ) 4
 LW2576  NAD 83(1992)-  41 43 15.17122(N)    071 29 28.24244(W) AD(       ) 4
 LW2576  NAD 83(1992)-  41 43 15.17083(N)    071 29 28.24251(W) AD(       ) 4
 LW2576  NAD 83(1986)-  41 43 15.17086(N)    071 29 28.24199(W) AD(       ) 4
 LW2576  NAD 27      -  41 43 14.80769(N)    071 29 30.02708(W) AD(       ) 3
 LW2576
 LW2576.Superseded values are not recommended for survey control.
 LW2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2576.See file dsdata.txt to determine how the superseded data were derived.
 LW2576
 LW2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9278021786(NAD 83)
 LW2576
 LW2576  HISTORY     - Date     Condition        Report By
 LW2576  HISTORY     - 1968     MONUMENTED       CGS
 LW2576  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2576
 LW2576                          STATION DESCRIPTION
 LW2576
 LW2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2576'THE STATION, W WARWICK NATICK BAPTIST CHURCH SPIRE, IS THE TOP
 LW2576'CENTER OF SPIRE AND IS ABOUT 75 FEET IN HEIGHT AND IS PAINTED WHITE.
 LW2576'
 LW2576'THE STATION IS LOCATED IN NATICK ABOUT 200 FEET NORTHWEST OF
 LW2576'INTERSECTION OF PROVIDENCE STREET AND PROSPECT HILL ROAD.
 LW2576
 LW2576                          STATION RECOVERY (1994)
 LW2576
 LW2576'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2573 ***********************************************************************
 LW2573  DESIGNATION -  NATICK ST JOSEPH CATH CH SPIRE
 LW2573  PID         -  LW2573
 LW2573  STATE/COUNTY-  RI/KENT
 LW2573  USGS QUAD   -  EAST GREENWICH (1975)
 LW2573
 LW2573                         *CURRENT SURVEY CONTROL
 LW2573  ___________________________________________________________________
 LW2573* NAD 83(1996)-  41 43 28.58756(N)    071 29 30.58734(W)     ADJUSTED  
 LW2573* NAVD 88     -                                                        
 LW2573  ___________________________________________________________________
 LW2573  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 LW2573  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW2573
 LW2573  HORZ ORDER  -  THIRD
 LW2573
 LW2573.The horizontal coordinates were established by classical geodetic methods
 LW2573.and adjusted by the National Geodetic Survey in August 1998..
 LW2573
 LW2573
 LW2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2573
 LW2573.The geoid height was determined by GEOID03.
 LW2573
 LW2573;                    North         East     Units Scale Factor Converg.
 LW2573;SPC RI       -    71,220.620   100,679.812   MT  0.99999376   +0 00 19.6
 LW2573;SPC RI       -   233,662.98    330,313.68   sFT  0.99999376   +0 00 19.6
 LW2573;UTM  19      - 4,622,201.100   292,737.604   MT  1.00012865   -1 39 32.5
 LW2573
 LW2573                          SUPERSEDED SURVEY CONTROL
 LW2573
 LW2573  NAD 83(1996)-  41 43 28.58707(N)    071 29 30.58703(W) AD(       ) 4
 LW2573  NAD 83(1992)-  41 43 28.58616(N)    071 29 30.58649(W) AD(       ) 4
 LW2573  NAD 83(1992)-  41 43 28.58579(N)    071 29 30.58654(W) AD(       ) 4
 LW2573  NAD 83(1986)-  41 43 28.58572(N)    071 29 30.58625(W) AD(       ) 4
 LW2573  NAD 27      -  41 43 28.22293(N)    071 29 32.37115(W) AD(       ) 3
 LW2573
 LW2573.Superseded values are not recommended for survey control.
 LW2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2573.See file dsdata.txt to determine how the superseded data were derived.
 LW2573
 LW2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9273822201(NAD 83)
 LW2573
 LW2573  HISTORY     - Date     Condition        Report By
 LW2573  HISTORY     - 1968     MONUMENTED       CGS
 LW2573  HISTORY     - 19941001 GOOD             USPSQD
 LW2573
 LW2573                          STATION DESCRIPTION
 LW2573
 LW2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2573'THE STATION, W WARWICK SAINT JOSEPH CATHOLIC CHURCH SPIRE, IS THE
 LW2573'TOP CENTER OF THE SPIRE WHICH IS PAINTED WHITE AND IS ABOUT 100
 LW2573'FEET IN HEIGHT.
 LW2573'
 LW2573'THE STATION IS LOCATED IN THE CENTER OF NATICK IN THE
 LW2573'NORTHWEST CORNER OF PROVIDENCE STREET AND WAKEFIELD STREET.
 LW2573
 LW2573                          STATION RECOVERY (1994)
 LW2573
 LW2573'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2446 ***********************************************************************
 LW2446  DESIGNATION -  NAVAL COLLEGE DOME
 LW2446  PID         -  LW2446
 LW2446  STATE/COUNTY-  RI/NEWPORT
 LW2446  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2446
 LW2446                         *CURRENT SURVEY CONTROL
 LW2446  ___________________________________________________________________
 LW2446* NAD 83(1996)-  41 30 26.68053(N)    071 19 41.64830(W)     ADJUSTED  
 LW2446* NAVD 88     -                                                        
 LW2446  ___________________________________________________________________
 LW2446  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 LW2446  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW2446
 LW2446  HORZ ORDER  -  THIRD
 LW2446
 LW2446.The horizontal coordinates were established by classical geodetic methods
 LW2446.and adjusted by the National Geodetic Survey in August 1998..
 LW2446
 LW2446
 LW2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2446
 LW2446.The geoid height was determined by GEOID03.
 LW2446
 LW2446;                    North         East     Units Scale Factor Converg.
 LW2446;SPC RI       -    47,111.885   114,339.944   MT  0.99999628   +0 06 49.8
 LW2446;SPC RI       -   154,566.24    375,130.30   sFT  0.99999628   +0 06 49.8
 LW2446;UTM  19      - 4,597,704.083   305,694.556   MT  1.00006464   -1 32 36.4
 LW2446
 LW2446                          SUPERSEDED SURVEY CONTROL
 LW2446
 LW2446  NAD 83(1996)-  41 30 26.68015(N)    071 19 41.64764(W) AD(       ) 4
 LW2446  NAD 83(1992)-  41 30 26.67890(N)    071 19 41.64763(W) AD(       ) 4
 LW2446  NAD 83(1992)-  41 30 26.67836(N)    071 19 41.64728(W) AD(       ) 4
 LW2446  NAD 83(1986)-  41 30 26.67852(N)    071 19 41.64509(W) AD(       ) 4
 LW2446  NAD 27      -  41 30 26.31300(N)    071 19 43.45200(W) AD(       ) 3
 LW2446
 LW2446.Superseded values are not recommended for survey control.
 LW2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2446.See file dsdata.txt to determine how the superseded data were derived.
 LW2446
 LW2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0569597704(NAD 83)
 LW2446
 LW2446  HISTORY     - Date     Condition        Report By
 LW2446  HISTORY     - 1888     MONUMENTED       CGS
 LW2446  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2446  HISTORY     - 1935     GOOD             RIGS
 LW2446  HISTORY     - 1956     GOOD             CGS
 LW2446
 LW2446                          STATION DESCRIPTION
 LW2446
 LW2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2446'THIS DOME IS LOCATED ON COASTERS HARBOR ISLAND ON THE TOP OF THE
 LW2446'WOODEN ADMINISTRATION BUILDING E OF NAVAL WAR COLLEGE
 LW2446'BUILDINGS.  ABOVE THE TOP CENTER OF THE DOME STANDS A TALL GILDED
 LW2446'ROD WITH A GILDED BALL AND DIRECTION ARROWS ON THE TOP.
 LW2446
 LW2446                          STATION RECOVERY (1935)
 LW2446
 LW2446'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2446'WITHOUT DOUBT, THE POINT DETERMINED WAS THE BLACK HEMISPHERICAL
 LW2446'ROOF ON THE CUPOLA IN THE CENTER OF THE BUILDING ONCE USED BY
 LW2446'THE WAR COLLEGE, BUT FOR MANY YEARS PAST OCCUPIED BY THE
 LW2446'EXECUTIVE OFFICES OF THE NEWPORT NAVAL TRAINING STATION.
 LW2446'
 LW2446'THE BUILDING IS RUBBLE STONE MASONRY PAINTED A LIGHT COLOR A
 LW2446'LITTLE OFF THE WHITE.  IT IS ON THE S SIDE OF COASTERS HARBOR
 LW2446'ISLAND AND E OF STATION WAR COLLEGE CUPOLA.
 LW2446'
 LW2446'ON TOP OF THE CUPOLA IS A WEATHER VANE.
 LW2446
 LW2446                          STATION RECOVERY (1956)
 LW2446
 LW2446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2446'STATION WAS RECOVERED AS DESCRIBED IN 1935.  THE 1935 DESCRIPTION
 LW2446'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI3285 ***********************************************************************
 AI3285  HT_MOD      -  This is a Height Modernization Survey Station.
 AI3285  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI3285  DESIGNATION -  NAVAL STATION NEW CORS ARP
 AI3285  CORS_ID     -  NPRI
 AI3285  PID         -  AI3285
 AI3285  STATE/COUNTY-  RI/NEWPORT
 AI3285  USGS QUAD   -  PRUDENCE ISLAND (1975)
 AI3285
 AI3285                         *CURRENT SURVEY CONTROL
 AI3285  ___________________________________________________________________
 AI3285* NAD 83(CORS)-  41 30 35.41588(N)    071 19 39.12515(W)     ADJUSTED  
 AI3285* NAVD 88     -        18.18   (meters)      59.6    (feet)  GPS OBS   
 AI3285  ___________________________________________________________________
 AI3285  EPOCH DATE  -        2002.00
 AI3285  X           -   1,531,393.023 (meters)                     COMP
 AI3285  Y           -  -4,531,475.479 (meters)                     COMP
 AI3285  Z           -   4,204,982.717 (meters)                     COMP
 AI3285  ELLIP HEIGHT-         -11.77  (meters)          (03/??/02) GPS OBS
 AI3285  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AI3285
 AI3285  HORZ ORDER  -  SPECIAL (CORS)
 AI3285  ELLP ORDER  -  SPECIAL (CORS)
 AI3285
 AI3285.ITRF positions are available for this station.
 AI3285.The coordinates were established by GPS observations
 AI3285.and adjusted by the National Geodetic Survey in March 2002..
 AI3285.The coordinates are valid at the epoch date displayed above.
 AI3285.The epoch date for horizontal control is a decimal equivalence
 AI3285.of Year/Month/Day.
 AI3285
 AI3285.The orthometric height was determined by GPS observations and a
 AI3285.high-resolution geoid model using precise GPS observation and
 AI3285.processing techniques.
 AI3285
 AI3285.The PID for the CORS L1 Phase Center is DI0172.
 AI3285
 AI3285.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI3285
 AI3285.The ellipsoidal height was determined by GPS observations
 AI3285.and is referenced to NAD 83.
 AI3285
 AI3285.The geoid height was determined by GEOID03.
 AI3285
 AI3285;                    North         East     Units Scale Factor Converg.
 AI3285;SPC RI       -    47,381.494   114,397.920   MT  0.99999630   +0 06 51.5
 AI3285;SPC RI       -   155,450.78    375,320.51   sFT  0.99999630   +0 06 51.5
 AI3285
 AI3285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3285!SPC RI       -   1.00000185  x   0.99999630  =   0.99999815
 AI3285
 AI3285                          SUPERSEDED SURVEY CONTROL
 AI3285
 AI3285  NAD 83(CORS)-  41 30 35.41546(N)    071 19 39.12565(W) AD(1997.00) c
 AI3285  ELLIP H (01/01/00)  -11.77   (m)                       GP(1997.00) c c
 AI3285  ELLIP H (01/??/00)  -11.66   (m)                       GP(1997.00) c c
 AI3285
 AI3285.Superseded values are not recommended for survey control.
 AI3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3285.See file dsdata.txt to determine how the superseded data were derived.
 AI3285
 AI3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0576097972(NAD 83)
 AI3285_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI3285
 AI3285                          STATION DESCRIPTION
 AI3285
 AI3285'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI3285'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI3285'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI3285'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI3285'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI3285'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0172 ***********************************************************************
 DI0172  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0172  DESIGNATION -  NAVAL STATION NEW CORS L1 PHASE CENTER
 DI0172  CORS_ID     -  NPRI
 DI0172  PID         -  DI0172
 DI0172  STATE/COUNTY-  RI/NEWPORT
 DI0172  USGS QUAD   -  PRUDENCE ISLAND (1975)
 DI0172
 DI0172                         *CURRENT SURVEY CONTROL
 DI0172  ___________________________________________________________________
 DI0172* NAD 83(CORS)-  41 30 35.41591(N)    071 19 39.12507(W)     ADJUSTED  
 DI0172* NAVD 88     -                                                        
 DI0172  ___________________________________________________________________
 DI0172  EPOCH DATE  -        2002.00
 DI0172  X           -   1,531,393.050 (meters)                     COMP
 DI0172  Y           -  -4,531,475.556 (meters)                     COMP
 DI0172  Z           -   4,204,982.790 (meters)                     COMP
 DI0172  ELLIP HEIGHT-         -11.66  (meters)          (03/??/02) GPS OBS
 DI0172  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DI0172
 DI0172  HORZ ORDER  -  SPECIAL (CORS)
 DI0172  ELLP ORDER  -  SPECIAL (CORS)
 DI0172
 DI0172.ITRF positions are available for this station.
 DI0172.The coordinates were established by GPS observations
 DI0172.and adjusted by the National Geodetic Survey in March 2002..
 DI0172.The coordinates are valid at the epoch date displayed above.
 DI0172.The epoch date for horizontal control is a decimal equivalence
 DI0172.of Year/Month/Day.
 DI0172
 DI0172
 DI0172.The PID for the CORS ARP is AI3285.
 DI0172
 DI0172.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0172
 DI0172.The ellipsoidal height was determined by GPS observations
 DI0172.and is referenced to NAD 83.
 DI0172
 DI0172.The geoid height was determined by GEOID03.
 DI0172
 DI0172;                    North         East     Units Scale Factor Converg.
 DI0172;SPC RI       -    47,381.495   114,397.922   MT  0.99999630   +0 06 51.5
 DI0172;SPC RI       -   155,450.79    375,320.52   sFT  0.99999630   +0 06 51.5
 DI0172
 DI0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0172!SPC RI       -   1.00000183  x   0.99999630  =   0.99999813
 DI0172
 DI0172                          SUPERSEDED SURVEY CONTROL
 DI0172
 DI0172  NAD 83(CORS)-  41 30 35.41549(N)    071 19 39.12557(W) AD(1997.00) c
 DI0172  ELLIP H (01/01/00)  -11.66   (m)                       GP(1997.00) c c
 DI0172  ELLIP H (01/??/00)  -11.55   (m)                       GP(1997.00) c c
 DI0172
 DI0172.Superseded values are not recommended for survey control.
 DI0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0172.See file dsdata.txt to determine how the superseded data were derived.
 DI0172
 DI0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0576097972(NAD 83)
 DI0172_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0172
 DI0172                          STATION DESCRIPTION
 DI0172
 DI0172'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0172'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0172'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0172'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0172'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0172'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2369 ***********************************************************************
 LW2369  DESIGNATION -  NAVAL TRAINING STATION N TANK
 LW2369  PID         -  LW2369
 LW2369  STATE/COUNTY-  RI/NEWPORT
 LW2369  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2369
 LW2369                         *CURRENT SURVEY CONTROL
 LW2369  ___________________________________________________________________
 LW2369* NAD 83(1996)-  41 31 07.90667(N)    071 19 17.71249(W)     ADJUSTED  
 LW2369* NAVD 88     -                                                        
 LW2369  ___________________________________________________________________
 LW2369  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 LW2369  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW2369
 LW2369  HORZ ORDER  -  THIRD
 LW2369
 LW2369.The horizontal coordinates were established by classical geodetic methods
 LW2369.and adjusted by the National Geodetic Survey in August 1998..
 LW2369
 LW2369
 LW2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2369
 LW2369.The geoid height was determined by GEOID03.
 LW2369
 LW2369;                    North         East     Units Scale Factor Converg.
 LW2369;SPC RI       -    48,384.872   114,892.405   MT  0.99999648   +0 07 05.8
 LW2369;SPC RI       -   158,742.70    376,942.83   sFT  0.99999648   +0 07 05.8
 LW2369;UTM  19      - 4,598,960.642   306,283.645   MT  1.00006183   -1 32 21.8
 LW2369
 LW2369                          SUPERSEDED SURVEY CONTROL
 LW2369
 LW2369  NAD 83(1996)-  41 31 07.90628(N)    071 19 17.71190(W) AD(       ) 4
 LW2369  NAD 83(1992)-  41 31 07.90507(N)    071 19 17.71178(W) AD(       ) 4
 LW2369  NAD 83(1992)-  41 31 07.90454(N)    071 19 17.71144(W) AD(       ) 4
 LW2369  NAD 83(1986)-  41 31 07.90438(N)    071 19 17.70932(W) AD(       ) 4
 LW2369  NAD 27      -  41 31 07.54000(N)    071 19 19.53000(W) AD(       ) 3
 LW2369
 LW2369.Superseded values are not recommended for survey control.
 LW2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2369.See file dsdata.txt to determine how the superseded data were derived.
 LW2369
 LW2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0628498961(NAD 83)
 LW2369
 LW2369  HISTORY     - Date     Condition        Report By
 LW2369  HISTORY     - 1943     MONUMENTED       CGS
 LW2369  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LW2369
 LW2369                          STATION DESCRIPTION
 LW2369
 LW2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2369'THE STATION IS LOCATED ON THE GROUNDS OF THE NAVAL TRAINING
 LW2369'STATION, N OF THE TOWN OF NEWPORT.  IT IS THE FINIAL OF THE N
 LW2369'ONE OF A GROUP OF THREE ELEVATED, GRAY, WATER TANKS.
 LW2369'
 LW2369'THIS IS AN INTERSECTION STATION.
 LW2369
 LW2369                          STATION RECOVERY (1964)
 LW2369
 LW2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 LW2369'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2371 ***********************************************************************
 LW2371  DESIGNATION -  NAVAL TRAINING STATION CEN TK
 LW2371  PID         -  LW2371
 LW2371  STATE/COUNTY-  RI/NEWPORT
 LW2371  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2371
 LW2371                         *CURRENT SURVEY CONTROL
 LW2371  ___________________________________________________________________
 LW2371* NAD 83(1996)-  41 31 01.02705(N)    071 19 02.04089(W)     ADJUSTED  
 LW2371* NAVD 88     -                                                        
 LW2371  ___________________________________________________________________
 LW2371  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 LW2371  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW2371
 LW2371  HORZ ORDER  -  THIRD
 LW2371
 LW2371.The horizontal coordinates were established by classical geodetic methods
 LW2371.and adjusted by the National Geodetic Survey in August 1998..
 LW2371
 LW2371
 LW2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2371
 LW2371.The geoid height was determined by GEOID03.
 LW2371
 LW2371;                    North         East     Units Scale Factor Converg.
 LW2371;SPC RI       -    48,173.389   115,256.223   MT  0.99999661   +0 07 16.1
 LW2371;SPC RI       -   158,048.86    378,136.46   sFT  0.99999661   +0 07 16.1
 LW2371;UTM  19      - 4,598,738.709   306,641.217   MT  1.00006012   -1 32 11.2
 LW2371
 LW2371                          SUPERSEDED SURVEY CONTROL
 LW2371
 LW2371  NAD 83(1996)-  41 31 01.02668(N)    071 19 02.04042(W) AD(       ) 4
 LW2371  NAD 83(1992)-  41 31 01.02543(N)    071 19 02.04014(W) AD(       ) 4
 LW2371  NAD 83(1992)-  41 31 01.02491(N)    071 19 02.03975(W) AD(       ) 4
 LW2371  NAD 83(1986)-  41 31 01.02479(N)    071 19 02.03797(W) AD(       ) 4
 LW2371  NAD 27      -  41 31 00.66400(N)    071 19 03.86600(W) AD(       ) 3
 LW2371
 LW2371.Superseded values are not recommended for survey control.
 LW2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2371.See file dsdata.txt to determine how the superseded data were derived.
 LW2371
 LW2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0664198739(NAD 83)
 LW2371
 LW2371  HISTORY     - Date     Condition        Report By
 LW2371  HISTORY     - 1943     MONUMENTED       CGS
 LW2371  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2371
 LW2371                          STATION DESCRIPTION
 LW2371
 LW2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2371'THE STATION IS LOCATED ON THE GROUNDS OF THE NAVAL TRAINING
 LW2371'STATION, N OF THE TOWN OF NEWPORT.  IT IS THE FINIAL OF THE MOST
 LW2371'E ONE OF A GROUP OF THREE ELEVATED, GRAY, WATER TANKS.  THIS
 LW2371'TANK HAS THE LARGEST DIAMETER.
 LW2371'
 LW2371'THIS IS AN INTERSECTION STATION.
 LW2371
 LW2371                          STATION RECOVERY (1956)
 LW2371
 LW2371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2371'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 LW2371'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2372 ***********************************************************************
 LW2372  DESIGNATION -  NAVAL TRAINING STATION S TANK
 LW2372  PID         -  LW2372
 LW2372  STATE/COUNTY-  RI/NEWPORT
 LW2372  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2372
 LW2372                         *CURRENT SURVEY CONTROL
 LW2372  ___________________________________________________________________
 LW2372* NAD 83(1996)-  41 30 57.00245(N)    071 19 05.72192(W)     ADJUSTED  
 LW2372* NAVD 88     -                                                        
 LW2372  ___________________________________________________________________
 LW2372  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LW2372  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW2372
 LW2372  HORZ ORDER  -  THIRD
 LW2372
 LW2372.The horizontal coordinates were established by classical geodetic methods
 LW2372.and adjusted by the National Geodetic Survey in August 1998..
 LW2372
 LW2372
 LW2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2372
 LW2372.The geoid height was determined by GEOID03.
 LW2372
 LW2372;                    North         East     Units Scale Factor Converg.
 LW2372;SPC RI       -    48,049.046   115,171.132   MT  0.99999658   +0 07 13.7
 LW2372;SPC RI       -   157,640.91    377,857.29   sFT  0.99999658   +0 07 13.7
 LW2372;UTM  19      - 4,598,616.872   306,552.558   MT  1.00006055   -1 32 13.5
 LW2372
 LW2372                          SUPERSEDED SURVEY CONTROL
 LW2372
 LW2372  NAD 83(1996)-  41 30 57.00207(N)    071 19 05.72132(W) AD(       ) 4
 LW2372  NAD 83(1992)-  41 30 57.00083(N)    071 19 05.72122(W) AD(       ) 4
 LW2372  NAD 83(1992)-  41 30 57.00031(N)    071 19 05.72087(W) AD(       ) 4
 LW2372  NAD 83(1986)-  41 30 57.00015(N)    071 19 05.71875(W) AD(       ) 4
 LW2372  NAD 27      -  41 30 56.63900(N)    071 19 07.53800(W) AD(       ) 3
 LW2372
 LW2372.Superseded values are not recommended for survey control.
 LW2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2372.See file dsdata.txt to determine how the superseded data were derived.
 LW2372
 LW2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0655398617(NAD 83)
 LW2372
 LW2372  HISTORY     - Date     Condition        Report By
 LW2372  HISTORY     - 1943     MONUMENTED       CGS
 LW2372  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2372
 LW2372                          STATION DESCRIPTION
 LW2372
 LW2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2372'THE STATION IS LOCATED ON THE GROUNDS OF THE NAVAL TRAINING
 LW2372'STATION, N OF THE TOWN OF NEWPORT.  IT IS THE FINIAL OF THE S
 LW2372'ONE OF A GROUP OF THREE ELEVATED, GRAY, WATER TANKS.
 LW2372'
 LW2372'THIS IS AN INTERSECTION STATION.
 LW2372
 LW2372                          STATION RECOVERY (1956)
 LW2372
 LW2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2372'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 LW2372'AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2312 ***********************************************************************
 LW2312  DESIGNATION -  NAYATT LIGHTHOUSE
 LW2312  PID         -  LW2312
 LW2312  STATE/COUNTY-  RI/BRISTOL
 LW2312  USGS QUAD   -  BRISTOL (1975)
 LW2312
 LW2312                         *CURRENT SURVEY CONTROL
 LW2312  ___________________________________________________________________
 LW2312* NAD 83(1996)-  41 43 30.48117(N)    071 20 20.13132(W)     ADJUSTED  
 LW2312* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW2312  ___________________________________________________________________
 LW2312  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 LW2312  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW2312
 LW2312  HORZ ORDER  -  THIRD
 LW2312
 LW2312.The horizontal coordinates were established by classical geodetic methods
 LW2312.and adjusted by the National Geodetic Survey in August 1998..
 LW2312
 LW2312.The orthometric height was scaled from a topographic map.
 LW2312
 LW2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2312
 LW2312.The geoid height was determined by GEOID03.
 LW2312
 LW2312;                    North         East     Units Scale Factor Converg.
 LW2312;SPC RI       -    71,291.548   113,402.351   MT  0.99999596   +0 06 25.9
 LW2312;SPC RI       -   233,895.69    372,054.21   sFT  0.99999596   +0 06 25.9
 LW2312;UTM  19      - 4,621,902.434   305,458.137   MT  1.00006575   -1 33 25.8
 LW2312
 LW2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2312!SPC RI       -   1.00000422  x   0.99999596  =   1.00000018
 LW2312!UTM  19      -   1.00000422  x   1.00006575  =   1.00006998
 LW2312
 LW2312:                Primary Azimuth Mark                     Grid Az
 LW2312:SPC RI       -  WARREN METHODIST CHURCH SPIRE            082 56 59.0
 LW2312:UTM  19      -  WARREN METHODIST CHURCH SPIRE            084 36 50.7
 LW2312
 LW2312|---------------------------------------------------------------------|
 LW2312| PID    Reference Object                     Distance      Geod. Az  |
 LW2312|                                                           dddmmss.s |
 LW2312| LW2309 WARREN METHODIST CHURCH SPIRE       APPROX. 4.6 KM 0830324.9 |
 LW2312| LW2561 WARWICK LIGHTHOUSE                  APPROX. 7.2 KM 2065302.9 |
 LW2312|---------------------------------------------------------------------|
 LW2312
 LW2312                          SUPERSEDED SURVEY CONTROL
 LW2312
 LW2312  NAD 83(1996)-  41 43 30.48092(N)    071 20 20.13121(W) AD(       ) 3
 LW2312  NAD 83(1992)-  41 43 30.47951(N)    071 20 20.13034(W) AD(       ) 3
 LW2312  NAD 83(1992)-  41 43 30.47922(N)    071 20 20.13036(W) AD(       ) 3
 LW2312  NAD 83(1986)-  41 43 30.47971(N)    071 20 20.12984(W) AD(       ) 3
 LW2312  NAD 27      -  41 43 30.13200(N)    071 20 21.96400(W) AD(       ) 3
 LW2312
 LW2312.Superseded values are not recommended for survey control.
 LW2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2312.See file dsdata.txt to determine how the superseded data were derived.
 LW2312
 LW2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0545821902(NAD 83)
 LW2312
 LW2312  HISTORY     - Date     Condition        Report By
 LW2312  HISTORY     - UNK      MONUMENTED
 LW2312  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2312  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LW2312  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2312
 LW2312                          STATION DESCRIPTION
 LW2312
 LW2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2312'STATION IS ON NAYATT POINT, ON THE E SIDE OF THE MOUTH OF
 LW2312'PROVIDENCE RIVER.  IT IS NOW ABANDONED AS LIGHTHOUSE, BUT THE
 LW2312'STRUCTURE STILL REMAINS.  IT IS ABOUT 20 METERS NE OF THE
 LW2312'ORIGINAL LIGHTHOUSE OF 1843, WHICH WAS DESTROYED.
 LW2312
 LW2312                          STATION RECOVERY (1935)
 LW2312
 LW2312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ALB)
 LW2312'THE SQUARE TOWER WITH LANTERN ABOVE IS NOW A PART OF ISAAC
 LW2312'MERRIMANS SUMMER RESIDENCE (TAXED TO HIS BROTHER,
 LW2312'CHAS. H. MERRIMAN).
 LW2312'
 LW2312'IT IS ON THE SHORE SOUTH OF NAYATT ROAD AT THE EXTREME WESTERN
 LW2312'END OF THAT STREET IN THE SECTION OF THE TOWN OF BARRINGTON KNOWN AS
 LW2312'NAYATT.
 LW2312
 LW2312                          STATION RECOVERY (1956)
 LW2312
 LW2312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2312'THE STRUCTURE OF THE LIGHTHOUSE STILL REMAINS AS PART OF
 LW2312'MR. DAVIES HOUSE ON THE EXTREME SW OF NAYATT POINT ON THE E
 LW2312'SHORE OF PROVIDENCE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5554 ***********************************************************************
 LW5554  DESIGNATION -  NE 001
 LW5554  PID         -  LW5554
 LW5554  STATE/COUNTY-  RI/NEWPORT
 LW5554  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW5554
 LW5554                         *CURRENT SURVEY CONTROL
 LW5554  ___________________________________________________________________
 LW5554* NAD 83(1996)-  41 30 30.89804(N)    071 18 52.37005(W)     ADJUSTED  
 LW5554* NAVD 88     -        15.35   (+/-2cm)      50.4    (feet)  VERTCON   
 LW5554  ___________________________________________________________________
 LW5554  X           -   1,532,449.066 (meters)                     COMP
 LW5554  Y           -  -4,531,213.716 (meters)                     COMP
 LW5554  Z           -   4,204,876.453 (meters)                     COMP
 LW5554  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LW5554  ELLIP HEIGHT-         -14.62  (meters)          (06/13/02) GPS OBS
 LW5554  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW5554
 LW5554  HORZ ORDER  -  THIRD
 LW5554  VERT ORDER  -  THIRD ? (See Below)
 LW5554  ELLP ORDER  -  FOURTH    CLASS II
 LW5554
 LW5554.The horizontal coordinates were established by GPS observations
 LW5554.and adjusted by the National Geodetic Survey in August 1998..
 LW5554
 LW5554.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5554.The vertical order pertains to the NGVD 29 superseded value.
 LW5554
 LW5554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5554
 LW5554.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5554
 LW5554.The ellipsoidal height was determined by GPS observations
 LW5554.and is referenced to NAD 83.
 LW5554
 LW5554.The geoid height was determined by GEOID03.
 LW5554
 LW5554;                    North         East     Units Scale Factor Converg.
 LW5554;SPC RI       -    47,244.359   115,482.457   MT  0.99999670   +0 07 22.5
 LW5554;SPC RI       -   155,000.87    378,878.69   sFT  0.99999670   +0 07 22.5
 LW5554;UTM  19      - 4,597,803.466   306,840.497   MT  1.00005918   -1 32 03.8
 LW5554
 LW5554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5554!SPC RI       -   1.00000229  x   0.99999670  =   0.99999899
 LW5554!UTM  19      -   1.00000229  x   1.00005918  =   1.00006147
 LW5554
 LW5554                          SUPERSEDED SURVEY CONTROL
 LW5554
 LW5554  ELLIP H (08/17/98)  -14.63   (m)                       GP(       ) 4 1
 LW5554  NAD 83(1996)-  41 30 30.89754(N)    071 18 52.36972(W) AD(       ) 3
 LW5554  NAD 83(1992)-  41 30 30.89648(N)    071 18 52.36924(W) AD(       ) 3
 LW5554  ELLIP H (01/17/96)  -14.68   (m)                       GP(       ) 4 2
 LW5554  NAD 83(1992)-  41 30 30.89587(N)    071 18 52.36902(W) AD(       ) 3
 LW5554  NAD 83(1986)-  41 30 30.89602(N)    071 18 52.36723(W) AD(       ) 3
 LW5554  NGVD 29 (07/30/91)   15.62   (m)           51.2    (f) LEVELING    3  
 LW5554
 LW5554.Superseded values are not recommended for survey control.
 LW5554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5554.See file dsdata.txt to determine how the superseded data were derived.
 LW5554
 LW5554_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0684097803(NAD 83)
 LW5554_MARKER: DD = SURVEY DISK
 LW5554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5554_SP_SET: CONCRETE POST
 LW5554_STAMPING: NE 001 1989
 LW5554_MARK LOGO: RIGS  
 LW5554_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5554+STABILITY: SURFACE MOTION
 LW5554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5554+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1989
 LW5554
 LW5554  HISTORY     - Date     Condition        Report By
 LW5554  HISTORY     - 1988     MONUMENTED       RIGS
 LW5554  HISTORY     - 19890712 GOOD
 LW5554  HISTORY     - 20051111 GOOD             USPSQD
 LW5554
 LW5554                          STATION DESCRIPTION
 LW5554
 LW5554'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5554'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) NORTH OF NEWPORT CENTER.
 LW5554'OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY, 401
 LW5554'277-2814.
 LW5554'TO REACH FROM THE JUNCTON OF STATE HIGHWAY 114/138, WEST MAIN ROAD,
 LW5554'STATE HIGHWAY 114/138, ADMIRAL KALBFUS ROAD AND MIANTONOMI AVENUE, GO
 LW5554'WEST 1.2 KM (0.75 MI) ON ADMIRAL KALBFUS ROAD TO AN ABANDONED ROAD ON
 LW5554'THE RIGHT, TURN RIGHT AND GO 0.32 KM (0.20 MI) NORTH ON ABANDONED ROAD
 LW5554'TO THE TOP OF A HILL, BEAR RIGHT AND GO SOUTH 0.8 KM (0.50 MI) TO THE
 LW5554'EXIT RAMP LEADING TO ADMIRAL KALBFUS ROAD AND THE STATION.
 LW5554'THE DISK IS SET AT THE END OF A FREEWAY COMING FROM THE NEWPORT
 LW5554'BRIDGE, THERE ARE PLANS TO EXTEND THE FREEWAY IN THE FUTURE.
 LW5554'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5554'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 31.08
 LW5554'M (102.0 FT) NORTHEAST FROM AN ALUMINUM LIGHT POLE 5, 15.29 M
 LW5554'(50.2 FT) NORTH NORTHWEST FROM THE CENTERLINE OF THE EXIT RAMP LEADING
 LW5554'TO ADMIRAL KALBFUS ROAD, 8.53 M (28.0 FT) SOUTHWEST FROM THE END
 LW5554'SECTION OF THE GUARD RAIL, 1.55 M (5.1 FT) NORTHWEST FROM A FIBERGLASS
 LW5554'WITNESS POST AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE RAMP.
 LW5554
 LW5554                          STATION RECOVERY (1989)
 LW5554
 LW5554'RECOVERED 1989
 LW5554'RECOVERED IN GOOD CONDITION.
 LW5554
 LW5554                          STATION RECOVERY (2005)
 LW5554
 LW5554'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW5554'ALSO FOUND THE WITNESS POST TO BE INTACT.
 LW5554'COORDINATES WERE VERIFIED BY GPS TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5555 ***********************************************************************
 LW5555  DESIGNATION -  NE 002
 LW5555  PID         -  LW5555
 LW5555  STATE/COUNTY-  RI/NEWPORT
 LW5555  USGS QUAD   -  NEWPORT (1975)
 LW5555
 LW5555                         *CURRENT SURVEY CONTROL
 LW5555  ___________________________________________________________________
 LW5555* NAD 83(1996)-  41 29 15.99689(N)    071 19 39.21490(W)     ADJUSTED  
 LW5555* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 LW5555  ___________________________________________________________________
 LW5555  X           -   1,531,907.282 (meters)                     COMP
 LW5555  Y           -  -4,533,003.706 (meters)                     COMP
 LW5555  Z           -   4,203,137.858 (meters)                     COMP
 LW5555  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LW5555  ELLIP HEIGHT-         -26.52  (meters)          (06/13/02) GPS OBS
 LW5555  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW5555
 LW5555  HORZ ORDER  -  THIRD
 LW5555  ELLP ORDER  -  FOURTH    CLASS II
 LW5555
 LW5555.The horizontal coordinates were established by GPS observations
 LW5555.and adjusted by the National Geodetic Survey in August 1998..
 LW5555
 LW5555.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5555
 LW5555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5555
 LW5555.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5555
 LW5555.The ellipsoidal height was determined by GPS observations
 LW5555.and is referenced to NAD 83.
 LW5555
 LW5555.The geoid height was determined by GEOID03.
 LW5555
 LW5555;                    North         East     Units Scale Factor Converg.
 LW5555;SPC RI       -    44,931.350   114,400.724   MT  0.99999630   +0 06 51.2
 LW5555;SPC RI       -   147,412.27    375,329.71   sFT  0.99999630   +0 06 51.2
 LW5555;UTM  19      - 4,595,522.553   305,692.260   MT  1.00006465   -1 32 32.6
 LW5555
 LW5555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5555!SPC RI       -   1.00000416  x   0.99999630  =   1.00000046
 LW5555!UTM  19      -   1.00000416  x   1.00006465  =   1.00006881
 LW5555
 LW5555                          SUPERSEDED SURVEY CONTROL
 LW5555
 LW5555  ELLIP H (08/17/98)  -26.52   (m)                       GP(       ) 4 1
 LW5555  NAD 83(1996)-  41 29 15.99637(N)    071 19 39.21448(W) AD(       ) 3
 LW5555  NAD 83(1992)-  41 29 15.99534(N)    071 19 39.21410(W) AD(       ) 3
 LW5555  ELLIP H (01/17/96)  -26.57   (m)                       GP(       ) 4 2
 LW5555  NAD 83(1992)-  41 29 15.99472(N)    071 19 39.21390(W) AD(       ) 3
 LW5555  NAD 83(1986)-  41 29 15.99485(N)    071 19 39.21202(W) AD(       ) 3
 LW5555  NGVD 29 (07/30/91)    3.8    (m)           12.     (f) GPS OBS        
 LW5555
 LW5555.Superseded values are not recommended for survey control.
 LW5555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5555.See file dsdata.txt to determine how the superseded data were derived.
 LW5555
 LW5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0569295523(NAD 83)
 LW5555_MARKER: DD = SURVEY DISK
 LW5555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5555_SP_SET: CONCRETE POST
 LW5555_STAMPING: NE 002 1989
 LW5555_MARK LOGO: RIGS  
 LW5555_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5555+STABILITY: SURFACE MOTION
 LW5555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5555+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5555
 LW5555  HISTORY     - Date     Condition        Report By
 LW5555  HISTORY     - 1989     MONUMENTED       RIGS
 LW5555
 LW5555                          STATION DESCRIPTION
 LW5555
 LW5555'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5555'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) SOUTHWEST OF NEWPORT
 LW5555'CENTER. OWNERSHIP--SHERATON ISLAND HOTEL, MR. BABINE--HEAD OF
 LW5555'MAINTENANCE, 401 849-2600 EXT 2350.
 LW5555'TO REACH FROM THE CENTER OF THE BRIDGE LEADING TO GOAT ISLAND, GO WEST
 LW5555'0.16 KM (0.10 MI) TO A ROAD ON THE LEFT, TURN LEFT AND GO SOUTH 0.4 KM
 LW5555'(0.25 MI) TO THE STATION ON THE RIGHT.
 LW5555'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5555'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 59.9
 LW5555'M (196.5 FT) WEST NORTHWEST FROM THE CENTERLINE OF THE ROAD, 20.78 M
 LW5555'(68.2 FT) WEST SOUTHWEST FROM A HYDRANT, 14.68 M (48.2 FT) SOUTHEAST
 LW5555'FROM THE NORTHEAST CORNER OF A FENCE SURROUNDING A MANHOLE, 13.95 M
 LW5555'(45.8 FT) NORTH NORTHEAST FROM THE PROPERTY LINE FENCE BETWEEN A
 LW5555'CONDOMINIUM COMPLEX AND THE SHERATON ISLAND HOTEL AND 1.2 M (3.9 FT)
 LW5555'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0098 ***********************************************************************
 LW0098  DESIGNATION -  NEIDHALL USN
 LW0098  PID         -  LW0098
 LW0098  STATE/COUNTY-  RI/WASHINGTON
 LW0098  USGS QUAD   -  WICKFORD (1995)
 LW0098
 LW0098                         *CURRENT SURVEY CONTROL
 LW0098  ___________________________________________________________________
 LW0098* NAD 83(1996)-  41 36 07.60189(N)    071 25 04.27531(W)     ADJUSTED  
 LW0098* NAVD 88     -         1.670  (meters)       5.48   (feet)  ADJUSTED  
 LW0098  ___________________________________________________________________
 LW0098  X           -   1,522,077.536 (meters)                     COMP
 LW0098  Y           -  -4,527,428.343 (meters)                     COMP
 LW0098  Z           -   4,212,640.677 (meters)                     COMP
 LW0098  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LW0098  ELLIP HEIGHT-         -28.28  (meters)          (06/04/02) GPS OBS
 LW0098  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW0098  DYNAMIC HT  -           1.670 (meters)       5.48  (feet)  COMP
 LW0098  MODELED GRAV-     980,296.4   (mgal)                       NAVD 88
 LW0098
 LW0098  HORZ ORDER  -  FIRST
 LW0098  VERT ORDER  -  FIRST     CLASS I
 LW0098  ELLP ORDER  -  FOURTH    CLASS I
 LW0098
 LW0098.This mark is at Quonset State Airport (OQU)
 LW0098
 LW0098.The horizontal coordinates were established by GPS observations
 LW0098.and adjusted by the National Geodetic Survey in May 2000..
 LW0098
 LW0098.The orthometric height was determined by differential leveling
 LW0098.and adjusted by the National Geodetic Survey in June 1991..
 LW0098
 LW0098.Photographs are available for this station.
 LW0098
 LW0098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW0098
 LW0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0098
 LW0098.The ellipsoidal height was determined by GPS observations
 LW0098.and is referenced to NAD 83.
 LW0098
 LW0098.The geoid height was determined by GEOID03.
 LW0098
 LW0098.The dynamic height is computed by dividing the NAVD 88
 LW0098.geopotential number by the normal gravity value computed on the
 LW0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0098.degrees latitude (g = 980.6199 gals.).
 LW0098
 LW0098.The modeled gravity was interpolated from observed gravity values.
 LW0098
 LW0098;                    North         East     Units Scale Factor Converg.
 LW0098;SPC RI       -    57,618.697   106,848.028   MT  0.99999433   +0 03 16.3
 LW0098;SPC RI       -   189,037.34    350,550.57   sFT  0.99999433   +0 03 16.3
 LW0098;UTM  19      - 4,608,424.301   298,509.310   MT  1.00009963   -1 36 21.2
 LW0098
 LW0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0098!SPC RI       -   1.00000444  x   0.99999433  =   0.99999877
 LW0098!UTM  19      -   1.00000444  x   1.00009963  =   1.00010407
 LW0098
 LW0098                          SUPERSEDED SURVEY CONTROL
 LW0098
 LW0098  NAVD 88 (05/22/00)    1.67   (m)            5.5    (f) LEVELING    3  
 LW0098  NGVD 29 (??/??/92)    1.935  (m)            6.35   (f) ADJ UNCH    1 1
 LW0098
 LW0098.Superseded values are not recommended for survey control.
 LW0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0098.See file dsdata.txt to determine how the superseded data were derived.
 LW0098
 LW0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9850908424(NAD 83)
 LW0098_MARKER: DD = SURVEY DISK
 LW0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0098_MARK LOGO: USN   
 LW0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0098+STABILITY: SURFACE MOTION
 LW0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0098+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1999
 LW0098
 LW0098  HISTORY     - Date     Condition        Report By
 LW0098  HISTORY     - UNK      MONUMENTED       USN
 LW0098  HISTORY     - 1965     GOOD             NGS
 LW0098  HISTORY     - 1974     GOOD             DOD
 LW0098  HISTORY     - 1985     GOOD             NGS
 LW0098  HISTORY     - 19990922 GOOD             WOOLPT
 LW0098
 LW0098                          STATION DESCRIPTION
 LW0098
 LW0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0098'AT QUONSET POINT NAS.
 LW0098'AT QUONSET POINT NAVAL AIR STATION, ABOUT 0.6 MILE NORTHWEST OF
 LW0098'THE OPERATIONS BUILDING AND CONTROL TOWER, IN A TRIANGLE,
 LW0098'AT THE INTERSECTION OF THE NORTHWEST-SOUTHEAST RUNWAY AND THE
 LW0098'OLD EAST-WEST RUNWAY, 163 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 LW0098'OF RUNWAY NO. 1634, 48.9 FEET NORTH OF THE NORTH EDGE OF RUNWAY
 LW0098'NO. 1028, 96.5 FEET WEST OF THE WEST CORNER OF A 4-BY-2-FOOT
 LW0098'CONCRETE BLOCK SUPPORTING A SIGN, 2 FEET BELOW THE LEVEL OF THE
 LW0098'RUNWAY AND SET IN THE TOP OF A CONCRETE POST 1/2 FOOT BELOW THE
 LW0098'LEVEL OF THE GROUND.
 LW0098
 LW0098                          STATION RECOVERY (1974)
 LW0098
 LW0098'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 LW0098'RECOVERED IN GOOD CONDITION.
 LW0098
 LW0098                          STATION RECOVERY (1985)
 LW0098
 LW0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW0098'RECOVERED IN GOOD CONDITION.
 LW0098
 LW0098                          STATION RECOVERY (1999)
 LW0098
 LW0098'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LW0098'THE STATION IS LOCATED APPROXIMATELY 16.0 MI (25.7 KM) SOUTH OF
 LW0098'PROVIDENCE, 8.8 MI (14.2 KM) NORTHWEST OF NEWPORT, AND 9.9 MI (15.9
 LW0098'KM) SOUTHEAST OF WEST WARWICK, AND IS AT THE QUONSET STATE AIRPORT.
 LW0098'OWNERSHIP--STATE OF RHODE ISLAND, TRACEY SMITH GENERAL AIRPORT
 LW0098'MANAGER, C/0 KEVIN BUCKLAND AIRPORT OPERATIONS MANAGER, HAWTHORNE
 LW0098'AVIATION, 240 AIRPORT STREET, NORTH KINGSTOWN RI 02852, PHONE NUMBER
 LW0098'(401) 295-5020, FAX NUMBER (401) 294-6967. NOTE--PERMISSION MUST BE
 LW0098'OBTAINED 24 HOURS BEFORE PROCEEDING AIRSIDE.
 LW0098'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 1, STATE HIGHWAY
 LW0098'403, AND ROGER WILLIAMS WAY GO SOUTHEAST 2.2 MI (3.5 KM) ON ROGER
 LW0098'WILLIAMS WAY ROAD TO THE JUNCTION OF AIRPORT STREET ON THE LEFT, TURN
 LW0098'LEFT AND GO NORTHEAST 0.3 MI (0.5 KM) TO THE MAIN AIRPORT GATE
 LW0098'DIRECTLY AHEAD AND THE TERMINAL ON THE LEFT, CONTINUE NORTHEAST
 LW0098'THROUGH THE GATE 0.05 MI (0.08 KM) ON THE RAMP TO TAXIWAY ALPHA, TURN
 LW0098'LEFT AND GO NORTHWEST 0.55 MI (0.89 KM) ON TAXIWAY ALPHA TO THE
 LW0098'STATION ON THE RIGHT.
 LW0098'THE STATION IS A BRONZE PLUG SET IN THE TOP OF A ROUND CONCRETE POST,
 LW0098'RECESSED 10 CM (4 INCHES) WITH THE GROUND.  THE STATION IS 66.45 M
 LW0098'(218.01 FT) SOUTH 70 DEGREES WEST OF THE WEST EDGE-OF-PAVEMENT FOR
 LW0098'RUNWAY 16, 60.62 M (198.88 FT) NORTH 15 DEGREES EAST OF THE CENTERLINE
 LW0098'OF TAXIWAY ALPHA, 54.22 M (177.89 FT) SOUTH 72 DEGREES EAST OF THE
 LW0098'EAST CORNER OF CONCRETE PAD FOR TAXIWAY --A--AND --N-- SIGN, AND 46.57
 LW0098'M (152.79 FT) SOUTH 80 DEGREES EAST OF THE CENTER OF A STORM SEWER
 LW0098'MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2943 ***********************************************************************
 LW2943  DESIGNATION -  NET 1912
 LW2943  PID         -  LW2943
 LW2943  STATE/COUNTY-  RI/NEWPORT
 LW2943  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2943
 LW2943                         *CURRENT SURVEY CONTROL
 LW2943  ___________________________________________________________________
 LW2943* NAD 83(1996)-  41 27 46.02683(N)    071 23 57.96168(W)     ADJUSTED  
 LW2943* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2943  ___________________________________________________________________
 LW2943  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 LW2943  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LW2943
 LW2943  HORZ ORDER  -  THIRD
 LW2943
 LW2943.The horizontal coordinates were established by classical geodetic methods
 LW2943.and adjusted by the National Geodetic Survey in August 1998..
 LW2943
 LW2943.The orthometric height was scaled from a topographic map.
 LW2943
 LW2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2943
 LW2943.The geoid height was determined by GEOID03.
 LW2943
 LW2943;                    North         East     Units Scale Factor Converg.
 LW2943;SPC RI       -    42,146.239   108,401.646   MT  0.99999462   +0 03 59.7
 LW2943;SPC RI       -   138,274.79    355,647.73   sFT  0.99999462   +0 03 59.7
 LW2943;UTM  19      - 4,592,911.778   299,614.679   MT  1.00009418   -1 35 21.4
 LW2943
 LW2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2943!SPC RI       -   1.00000383  x   0.99999462  =   0.99999845
 LW2943!UTM  19      -   1.00000383  x   1.00009418  =   1.00009801
 LW2943
 LW2943:                Primary Azimuth Mark                     Grid Az
 LW2943:SPC RI       -  WHALE ROCK LIGHTHOUSE                    224 46 07.3
 LW2943:UTM  19      -  WHALE ROCK LIGHTHOUSE                    226 25 28.4
 LW2943
 LW2943|---------------------------------------------------------------------|
 LW2943| PID    Reference Object                     Distance      Geod. Az  |
 LW2943|                                                           dddmmss.s |
 LW2943| LW2951 WHALE ROCK LIGHTHOUSE               APPROX. 2.9 KM 2245007.0 |
 LW2943| LW2940 WINDMILL                            APPROX. 2.7 KM 2712533.0 |
 LW2943| LW2941 NARRAGANSETT CHURCH                 APPROX. 4.0 KM 3264141.4 |
 LW2943| LW3008 DUTCH ISLAND LIGHTHOUSE             APPROX. 3.8 KM 3534938.3 |
 LW2943| LW2475 DUTCH ISLAND FLAG                   APPROX. 4.5 KM 3595543.3 |
 LW2943|---------------------------------------------------------------------|
 LW2943
 LW2943                          SUPERSEDED SURVEY CONTROL
 LW2943
 LW2943  NAD 83(1996)-  41 27 46.02622(N)    071 23 57.96080(W) AD(       ) 3
 LW2943  NAD 83(1992)-  41 27 46.02531(N)    071 23 57.96101(W) AD(       ) 3
 LW2943  NAD 83(1992)-  41 27 46.02458(N)    071 23 57.96071(W) AD(       ) 3
 LW2943  NAD 83(1986)-  41 27 46.02503(N)    071 23 57.95845(W) AD(       ) 3
 LW2943  NAD 27      -  41 27 45.65100(N)    071 23 59.76000(W) AD(       ) 3
 LW2943
 LW2943.Superseded values are not recommended for survey control.
 LW2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2943.See file dsdata.txt to determine how the superseded data were derived.
 LW2943
 LW2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9961592912(NAD 83)
 LW2943
 LW2943  HISTORY     - Date     Condition        Report By
 LW2943  HISTORY     - 1912     MONUMENTED       CGS
 LW2943  HISTORY     - 1916     GOOD             USE
 LW2943  HISTORY     - 1954     GOOD             CGS
 LW2943
 LW2943                          STATION DESCRIPTION
 LW2943
 LW2943'DESCRIBED BY US ENGINEERS 1916
 LW2943'STATION IS ON THE W SIDE OF THE SW SECTION OF CONANICUT ISLAND,
 LW2943'ABOUT A MILE N OF BEAVERTAIL LIGHTHOUSE, AND ON THE S SIDE OF THE
 LW2943'ENTRANCE TO AUSTINS HOLLOW.  THE STATION IS 16 FEET E OF THE EDGE
 LW2943'OF THE BLUFF.
 LW2943'
 LW2943'THE SURFACE MARK IS THE PROJECTING POINT OF A NAIL SURROUNDED BY A
 LW2943'TRIANGLE IN THE TOP OF A CONCRETE POST 8 INCHES SQUARE AND 22
 LW2943'INCHES LONG, WHICH PROJECTS SLIGHTLY ABOVE THE GROUND.  THE
 LW2943'UNDERGROUND MARK IS THE SAME EXCEPT THAT THE POST IS ONLY 12
 LW2943'INCHES LONG AND IS BURIED TO A DEPTH OF 2 FEET.  THE STATION MARK
 LW2943'BEARS THE INSCRIPTION 1912 (OR 1913) C. AND G.S.  THREE REFERENCE
 LW2943'MARKS, EACH A DRILL HOLE IN A SMALL OUTCROPPING ROCK, ARE LOCATED,
 LW2943'RESPECTIVELY, 44.4 METERS (145.6 FEET) ENE, 5.5 METERS (18 FEET)
 LW2943'SSE, AND 26.8 METERS (88 FEET) SW FROM THE STATION.
 LW2943
 LW2943                          STATION RECOVERY (1954)
 LW2943
 LW2943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2943'STATION AND TWO REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW2943'REFERENCE MARK E-NE OF THE STATION WAS NOT FOUND.  THE
 LW2943'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION--
 LW2943'
 LW2943'THE STATION IS 480 FT. S ALONG A FOOTPATH FROM THE INTERSECTION OF
 LW2943'THE PATH AND A STONE FENCE, AND ALMOST DIRECTLY W OF THE U.S. NAVY
 LW2943'RADAR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2699 ***********************************************************************
 LW2699  DESIGNATION -  NEUTAC
 LW2699  PID         -  LW2699
 LW2699  STATE/COUNTY-  RI/PROVIDENCE
 LW2699  USGS QUAD   -  PROVIDENCE (1975)
 LW2699
 LW2699                         *CURRENT SURVEY CONTROL
 LW2699  ___________________________________________________________________
 LW2699* NAD 83(1996)-  41 48 17.53499(N)    071 28 23.34765(W)     ADJUSTED  
 LW2699* NAVD 88     -        88.5    (meters)     290.     (feet)  VERTCON   
 LW2699  ___________________________________________________________________
 LW2699  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 LW2699  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW2699
 LW2699  HORZ ORDER  -  FIRST
 LW2699
 LW2699.The horizontal coordinates were established by classical geodetic methods
 LW2699.and adjusted by the National Geodetic Survey in August 1998..
 LW2699
 LW2699.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2699
 LW2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2699
 LW2699.The geoid height was determined by GEOID03.
 LW2699
 LW2699;                    North         East     Units Scale Factor Converg.
 LW2699;SPC RI       -    80,135.608   102,231.136   MT  0.99999381   +0 01 04.4
 LW2699;SPC RI       -   262,911.57    335,403.32   sFT  0.99999381   +0 01 04.4
 LW2699;UTM  19      - 4,631,068.381   294,547.657   MT  1.00011945   -1 38 57.0
 LW2699
 LW2699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2699!SPC RI       -   0.99999076  x   0.99999381  =   0.99998457
 LW2699!UTM  19      -   0.99999076  x   1.00011945  =   1.00011021
 LW2699
 LW2699:                Primary Azimuth Mark                     Grid Az
 LW2699:SPC RI       -  PROVIDENCE OUR LADY FATIMA TK            010 33 49.3
 LW2699:UTM  19      -  PROVIDENCE OUR LADY FATIMA TK            012 13 50.7
 LW2699
 LW2699|---------------------------------------------------------------------|
 LW2699| PID    Reference Object                     Distance      Geod. Az  |
 LW2699|                                                           dddmmss.s |
 LW2699| LW2704 PROVIDENCE OUR LADY FATIMA TK       APPROX. 5.7 KM 0103453.7 |
 LW2699| LW2703 JOHNSTON EAGLE BATTERY CO MAST      390.042 METERS 01837     |
 LW2699| LW2664 PROVIDENCE BLESSED SAC CATH CH      APPROX. 3.7 KM 0415129.5 |
 LW2699| CB7922 NEUTAC RM 1                          41.288 METERS 04242     |
 LW2699| LW2684 PROVIDENCE LOURDE CATH CH           APPROX. 3.1 KM 0431101.6 |
 LW2699| LW2671 PROVIDENCE ST ALDALBERT CH          APPROX. 3.2 KM 0455606.6 |
 LW2699| LW2666 PROVIDENCE ARMEN APOSTOLIC CH       APPROX. 5.6 KM 0552951.0 |
 LW2699| LW2698 PROVIDENCE RAD STA WPJB FM TWR      347.190 METERS 05539     |
 LW2699| LW2678 PROVIDENCE HOLY GHOST CATH CH       APPROX. 3.9 KM 0574102.2 |
 LW2699| LW2661 PROVIDENCE ST PATRICKS CATH CH      APPROX. 5.8 KM 0583100.7 |
 LW2699| LW2659 PROVIDENCE STATE CAPITOL DOME       APPROX. 5.6 KM 0590719.4 |
 LW2699| LW2660 PROVIDENCE HOPE ST HS TOWER         APPROX. 6.8 KM 0601926.4 |
 LW2699| LW2677 PROVIDENCE MT CARMEL CATH CH        APPROX. 4.6 KM 0624311.7 |
 LW2699| LW2670 PROVIDENCE FIRST UNIV CH SPIRE      APPROX. 3.9 KM 0684744.6 |
 LW2699| CB7923 NEUTAC RM 2                          32.732 METERS 11137     |
 LW2699| LW2695 PROVIDENCE TV STA WPRO MAST          36.280 METERS 11859     |
 LW2699| LW2725 CRANSTON RESPR DIV GEN TIRE TK      APPROX. 5.2 KM 1315115.6 |
 LW2699| LW2722 CRANSTON UNITED WIRE INC TANK       APPROX. 5.7 KM 1355014.9 |
 LW2699| LW2718 CRANSTON BETHANY LUTH CH SPIRE      APPROX. 4.5 KM 1375135.9 |
 LW2699| LW2727 CRANSTON PHILLIP MEM BAP CH         APPROX. 4.7 KM 1404803.4 |
 LW2699| LW2542 CRANSTON RI MEDICAL CTR TANK        APPROX. 6.6 KM 1742651.5 |
 LW2699| CB7924 NEUTAC RM 3                          70.939 METERS 18023     |
 LW2699| LW2693 THORNTON W M SPINNING CORP TK       APPROX. 0.9 KM 2010347.8 |
 LW2699| LW3503 NUTE RM 4                           APPROX. 7.0 KM 2852956.1 |
 LW2699|---------------------------------------------------------------------|
 LW2699
 LW2699                          SUPERSEDED SURVEY CONTROL
 LW2699
 LW2699  NAD 83(1996)-  41 48 17.53474(N)    071 28 23.34747(W) AD(       ) 1
 LW2699  NAD 83(1992)-  41 48 17.53361(N)    071 28 23.34677(W) AD(       ) 1
 LW2699  NAD 83(1992)-  41 48 17.53341(N)    071 28 23.34682(W) AD(       ) 1
 LW2699  NAD 83(1986)-  41 48 17.53296(N)    071 28 23.34645(W) AD(       ) 1
 LW2699  NAD 27      -  41 48 17.17312(N)    071 28 25.13183(W) AD(       ) 1
 LW2699  NGVD 29 (07/19/86)   88.8    (m)          291.     (f) VERT ANG       
 LW2699
 LW2699.Superseded values are not recommended for survey control.
 LW2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2699.See file dsdata.txt to determine how the superseded data were derived.
 LW2699
 LW2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9454831068(NAD 83)
 LW2699_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2699_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2699+STABILITY: SURFACE MOTION
 LW2699
 LW2699  HISTORY     - Date     Condition        Report By
 LW2699  HISTORY     - 1968     MONUMENTED       CGS
 LW2699  HISTORY     - 1977     SEE DESCRIPTION  LOCENG
 LW2699  HISTORY     - 1979     GOOD             NGS
 LW2699  HISTORY     - 1985     GOOD             RIGS
 LW2699
 LW2699                          STATION DESCRIPTION
 LW2699
 LW2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2699'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF PROVIDENCE, 1 MILE
 LW2699'NORTHEAST OF THORNTON AND ON PROPERTY OWNED BY WPRO RADIO AND
 LW2699'TELEVISION STATION.
 LW2699'
 LW2699'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND
 LW2699'5 IN THORNTON, GO NORTH ON HIGHWAY 5 FOR 0.7 MILE TO A SIDE
 LW2699'STREET RIGHT.  TURN RIGHT AND GO EAST ON MORGAN AVENUE FOR 0.7
 LW2699'MILE TO WHERE MORGAN AVE. TURNS RIGHT AND MONSON STREET CONTINUES
 LW2699'EAST.  CONTINUE EASTERLY UP A HILL ON MONSON ST. FOR 0.25 MILE TO
 LW2699'A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A PAVED STREET FOR 0.2
 LW2699'MILE TO A T INTERSECTION.  TURN LEFT AND GO EAST ON A PAVED
 LW2699'STREET FOR ABOUT 100 FEET TO A DRIVEWAY RIGHT.  TURN RIGHT AND
 LW2699'GO SOUTH AND WEST AROUND THE WPRO BUILDINGS TO A CLEARING IN
 LW2699'THE REAR OF BUILDINGS AND THE STATION AS DESCRIBED.
 LW2699'AS DESCRIBED.
 LW2699'
 LW2699'STATION MARK, STAMPED NEUTAC 1968 IS A STANDARD DISK SET IN A
 LW2699'ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 150 FEET
 LW2699'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING, 25 FEET
 LW2699'WEST OF THE CENTER OF A GRAVELED DRIVEWAY AND 12.5 FEET SOUTHEAST
 LW2699'OF A METAL WITNESS POST.
 LW2699'
 LW2699'RM 1, STAMPED NEUTAC NO 1 1968 IS A STANDARD DISK SET IN A DRILL
 LW2699'HOLE IN AN OUTCROPPING OF BEDROCK.  IT PROJECTS 4 INCHES.  IT IS
 LW2699'39.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BRICK BUILDING
 LW2699'AND 39 FEET EAST OF THE CENTER OF THE GRAVELED DRIVEWAY.
 LW2699'
 LW2699'RM 2, STAMPED NEUTAC NO 2 1968 IS A STANDARD DISK SET IN A DRILL
 LW2699'HOLE IN A CONCRETE FOOTING FOR AN OVERHEAD WALKWAY.  IT IS 175 FEET
 LW2699'SOUTH OF THE SOUTHWEST CORNER OF THE BRICK BUILDING, 18.5 FEET
 LW2699'NORTH OF THE CENTER OF THE MAST AND 1.5 FEET NORTH OF A METAL
 LW2699'WITNESS POST.
 LW2699'
 LW2699'RM 3, STAMPED NEUTAC NO 3 1968 IS A STANDARD DISK SET IN A DRILL
 LW2699'HOLE IN AN OUTCROPPING OF BEDROCK.  IT IS SET FLUSH WITH THE
 LW2699'GROUND SURFACE.  IT IS 204 FEET SOUTHWEST OF THE CENTER OF THE
 LW2699'MAST AND 47 FEET NORTHWEST OF A 15-INCH OAK TREE.
 LW2699'
 LW2699'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW2699
 LW2699                          STATION RECOVERY (1977)
 LW2699
 LW2699'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (RMB)
 LW2699'RM 1 AND 2 GOOD CONDITION.
 LW2699'
 LW2699'NEUTAC GOOD CONDITION.
 LW2699'
 LW2699'RM 3 DISK REMOVED BY OTHERS, PLUG REMAINING.
 LW2699'
 LW2699'R.M. NO 3 SHOULD BE CHECKED AND REPAIRED.
 LW2699
 LW2699                          STATION RECOVERY (1979)
 LW2699
 LW2699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW2699'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LW2699'CONDITION.  THE STEM FOR REFERENCE MARK 3 WAS ALSO RECOVERED.  A
 LW2699'CYCLONE FENCE AROUND A REFLECTOR HAS REFERENCE MARK 3 BLOCKED TO THE
 LW2699'STATION MARK.  THE 1968 DESCRIPTION IS ADEQUATE FOR RECOVERING THE
 LW2699'STATION.
 LW2699
 LW2699                          STATION RECOVERY (1985)
 LW2699
 LW2699'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW2699'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2699'
 LW2699'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3137 ***********************************************************************
 LW3137  DESIGNATION -  NEW SHOREHAM LIFE SAV STA FLAG
 LW3137  PID         -  LW3137
 LW3137  STATE/COUNTY-  RI/WASHINGTON
 LW3137  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3137
 LW3137                         *CURRENT SURVEY CONTROL
 LW3137  ___________________________________________________________________
 LW3137* NAD 83(1996)-  41 10 32.83512(N)    071 33 43.95352(W)     ADJUSTED  
 LW3137* NAVD 88     -                                                        
 LW3137  ___________________________________________________________________
 LW3137  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 LW3137  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW3137
 LW3137  HORZ ORDER  -  THIRD
 LW3137
 LW3137.The horizontal coordinates were established by classical geodetic methods
 LW3137.and adjusted by the National Geodetic Survey in August 1998..
 LW3137
 LW3137
 LW3137.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3137
 LW3137.The geoid height was determined by GEOID03.
 LW3137
 LW3137;                    North         East     Units Scale Factor Converg.
 LW3137;SPC RI       -    10,269.433    94,779.971   MT  0.99999409   -0 02 27.4
 LW3137;SPC RI       -    33,692.30    310,957.29   sFT  0.99999409   -0 02 27.4
 LW3137;UTM  19      - 4,561,436.410   285,078.133   MT  1.00016852   -1 41 15.1
 LW3137
 LW3137                          SUPERSEDED SURVEY CONTROL
 LW3137
 LW3137  NAD 83(1996)-  41 10 32.83328(N)    071 33 43.95220(W) AD(       ) 4
 LW3137  NAD 83(1992)-  41 10 32.83320(N)    071 33 43.95227(W) AD(       ) 4
 LW3137  NAD 83(1992)-  41 10 32.83215(N)    071 33 43.95292(W) AD(       ) 4
 LW3137  NAD 83(1986)-  41 10 32.83152(N)    071 33 43.94948(W) AD(       ) 4
 LW3137  NAD 27      -  41 10 32.46300(N)    071 33 45.74600(W) AD(       ) 3
 LW3137
 LW3137.Superseded values are not recommended for survey control.
 LW3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3137.See file dsdata.txt to determine how the superseded data were derived.
 LW3137
 LW3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8507861436(NAD 83)
 LW3137_MARKER: 62 = FLAGPOLE
 LW3137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3137+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 LW3137
 LW3137  HISTORY     - Date     Condition        Report By
 LW3137  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3137  HISTORY     - 20030628 GOOD             USPSQD
 LW3137
 LW3137                          STATION DESCRIPTION
 LW3137
 LW3137'DESCRIBED BY US POWER SQUADRON 2003 (RLS)
 LW3137'STATION IS ON THE WEST SIDE OF CORN NECK RD. APPROXIMATELY 0.2 MI
 LW3137'NORTH OF OCEAN AVE. AT THE NE CORNER OF THE LIFE STATION BUILDING
 LW3137'WHICH IS NOW THE BEACHEAD TAVERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2840 ***********************************************************************
 LW2840  DESIGNATION -  NEWPORT CHANNING MEMORIAL CH
 LW2840  PID         -  LW2840
 LW2840  STATE/COUNTY-  RI/NEWPORT
 LW2840  USGS QUAD   -  NEWPORT (1975)
 LW2840
 LW2840                         *CURRENT SURVEY CONTROL
 LW2840  ___________________________________________________________________
 LW2840* NAD 83(1996)-  41 29 07.37327(N)    071 18 36.83365(W)     ADJUSTED  
 LW2840* NAVD 88     -                                                        
 LW2840  ___________________________________________________________________
 LW2840  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LW2840  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2840
 LW2840  HORZ ORDER  -  THIRD
 LW2840
 LW2840.The horizontal coordinates were established by classical geodetic methods
 LW2840.and adjusted by the National Geodetic Survey in August 1998..
 LW2840
 LW2840
 LW2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2840
 LW2840.The geoid height was determined by GEOID03.
 LW2840
 LW2840;                    North         East     Units Scale Factor Converg.
 LW2840;SPC RI       -    44,668.335   115,848.404   MT  0.99999684   +0 07 32.6
 LW2840;SPC RI       -   146,549.36    380,079.31   sFT  0.99999684   +0 07 32.6
 LW2840;UTM  19      - 4,595,217.777   307,131.824   MT  1.00005779   -1 31 51.0
 LW2840
 LW2840                          SUPERSEDED SURVEY CONTROL
 LW2840
 LW2840  NAD 83(1996)-  41 29 07.37295(N)    071 18 36.83296(W) AD(       ) 4
 LW2840  NAD 83(1992)-  41 29 07.37166(N)    071 18 36.83303(W) AD(       ) 4
 LW2840  NAD 83(1992)-  41 29 07.37111(N)    071 18 36.83259(W) AD(       ) 4
 LW2840  NAD 83(1986)-  41 29 07.37128(N)    071 18 36.83078(W) AD(       ) 4
 LW2840  NAD 27      -  41 29 07.06100(N)    071 18 38.73800(W) AD(       ) 3
 LW2840
 LW2840.Superseded values are not recommended for survey control.
 LW2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2840.See file dsdata.txt to determine how the superseded data were derived.
 LW2840
 LW2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0713295218(NAD 83)
 LW2840_MARKER: 90 = CHURCH SPIRE
 LW2840
 LW2840  HISTORY     - Date     Condition        Report By
 LW2840  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW2840  HISTORY     - 1968     GOOD             CGS
 LW2840
 LW2840                          STATION DESCRIPTION
 LW2840
 LW2840'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2840'STATION IS THE CENTER OF THE SPIRE ON THE CHANNING MEMORIAL
 LW2840'CHURCH ON PELHAM STREET W OF BELLEVUE AVENUE.
 LW2840
 LW2840                          STATION RECOVERY (1968)
 LW2840
 LW2840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2840'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2856 ***********************************************************************
 LW2856  DESIGNATION -  NEWPORT CITY HALL DOME
 LW2856  PID         -  LW2856
 LW2856  STATE/COUNTY-  RI/NEWPORT
 LW2856  USGS QUAD   -  NEWPORT (1975)
 LW2856
 LW2856                         *CURRENT SURVEY CONTROL
 LW2856  ___________________________________________________________________
 LW2856* NAD 83(1996)-  41 29 29.77753(N)    071 18 41.11161(W)     ADJUSTED  
 LW2856* NAVD 88     -                                                        
 LW2856  ___________________________________________________________________
 LW2856  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 LW2856  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2856
 LW2856  HORZ ORDER  -  THIRD
 LW2856
 LW2856.The horizontal coordinates were established by classical geodetic methods
 LW2856.and adjusted by the National Geodetic Survey in August 1998..
 LW2856
 LW2856
 LW2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2856
 LW2856.The geoid height was determined by GEOID03.
 LW2856
 LW2856;                    North         East     Units Scale Factor Converg.
 LW2856;SPC RI       -    45,359.306   115,747.655   MT  0.99999680   +0 07 29.8
 LW2856;SPC RI       -   148,816.32    379,748.76   sFT  0.99999680   +0 07 29.8
 LW2856;UTM  19      - 4,595,911.415   307,051.088   MT  1.00005818   -1 31 54.5
 LW2856
 LW2856                          SUPERSEDED SURVEY CONTROL
 LW2856
 LW2856  NAD 83(1996)-  41 29 29.77718(N)    071 18 41.11092(W) AD(       ) 4
 LW2856  NAD 83(1992)-  41 29 29.77591(N)    071 18 41.11096(W) AD(       ) 4
 LW2856  NAD 83(1992)-  41 29 29.77537(N)    071 18 41.11054(W) AD(       ) 4
 LW2856  NAD 83(1986)-  41 29 29.77549(N)    071 18 41.10868(W) AD(       ) 4
 LW2856  NAD 27      -  41 29 29.43500(N)    071 18 43.04200(W) AD(       ) 3
 LW2856
 LW2856.Superseded values are not recommended for survey control.
 LW2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2856.See file dsdata.txt to determine how the superseded data were derived.
 LW2856
 LW2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0705195911(NAD 83)
 LW2856_MARKER: 87 = DOME
 LW2856
 LW2856  HISTORY     - Date     Condition        Report By
 LW2856  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW2856  HISTORY     - 1962     GOOD             CGS
 LW2856  HISTORY     - 1968     GOOD             CGS
 LW2856
 LW2856                          STATION DESCRIPTION
 LW2856
 LW2856'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2856'STATION IS THE WEATHER VANE ON THE GOLD-COLORED DOME OF THE
 LW2856'NEWPORT CITY HALL CUPOLA ON BROADWAY AT BULL STREET.
 LW2856
 LW2856                          STATION RECOVERY (1962)
 LW2856
 LW2856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW2856'RECOVERED AS DESCRIBED, IN VERY GOOD CONDITION.
 LW2856'
 LW2856'DOME APPEARS TO HAVE BEEN RECENTLY RE-GILDED.
 LW2856
 LW2856                          STATION RECOVERY (1968)
 LW2856
 LW2856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2856'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2845 ***********************************************************************
 LW2845  DESIGNATION -  NEWPORT DAVIS HOUSE CUPOLA
 LW2845  PID         -  LW2845
 LW2845  STATE/COUNTY-  RI/NEWPORT
 LW2845  USGS QUAD   -  NEWPORT (1975)
 LW2845
 LW2845                         *CURRENT SURVEY CONTROL
 LW2845  ___________________________________________________________________
 LW2845* NAD 83(1996)-  41 27 01.20271(N)    071 21 17.26690(W)     ADJUSTED  
 LW2845* NAVD 88     -                                                        
 LW2845  ___________________________________________________________________
 LW2845  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 LW2845  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW2845
 LW2845  HORZ ORDER  -  THIRD
 LW2845
 LW2845.The horizontal coordinates were established by classical geodetic methods
 LW2845.and adjusted by the National Geodetic Survey in August 1998..
 LW2845
 LW2845
 LW2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2845
 LW2845.The geoid height was determined by GEOID03.
 LW2845
 LW2845;                    North         East     Units Scale Factor Converg.
 LW2845;SPC RI       -    40,768.685   112,133.132   MT  0.99999556   +0 05 46.0
 LW2845;SPC RI       -   133,755.26    367,890.12   sFT  0.99999556   +0 05 46.0
 LW2845;UTM  19      - 4,591,426.853   303,305.139   MT  1.00007615   -1 33 33.5
 LW2845
 LW2845                          SUPERSEDED SURVEY CONTROL
 LW2845
 LW2845  NAD 83(1996)-  41 27 01.20226(N)    071 21 17.26598(W) AD(       ) 4
 LW2845  NAD 83(1992)-  41 27 01.20116(N)    071 21 17.26631(W) AD(       ) 4
 LW2845  NAD 83(1992)-  41 27 01.20049(N)    071 21 17.26585(W) AD(       ) 4
 LW2845  NAD 83(1986)-  41 27 01.20018(N)    071 21 17.26407(W) AD(       ) 4
 LW2845  NAD 27      -  41 27 00.79900(N)    071 21 19.02000(W) AD(       ) 3
 LW2845
 LW2845.Superseded values are not recommended for survey control.
 LW2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2845.See file dsdata.txt to determine how the superseded data were derived.
 LW2845
 LW2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0330591427(NAD 83)
 LW2845_MARKER: 86 = CUPOLA
 LW2845_SETTING: 0 = UNSPECIFIED SETTING
 LW2845
 LW2845  HISTORY     - Date     Condition        Report By
 LW2845  HISTORY     - 1912     FIRST OBSERVED   CGS
 LW2845  HISTORY     - 1935     GOOD             RIGS
 LW2845  HISTORY     - 1954     GOOD             CGS
 LW2845
 LW2845                          STATION DESCRIPTION
 LW2845
 LW2845'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2845'THIS HOUSE IS AT BRENTON POINT AND IS NOW OWNED BY MILTON BUDLONG
 LW2845'OF PROVIDENCE.
 LW2845'
 LW2845'A PICTURE, ABOUT 25 YEARS OLD, TITLED THEODORE DAVIS VILLA, THE
 LW2845'REEFS SHOWS THE HOUSE THE SAME AS IT IS TODAY.
 LW2845'
 LW2845'FOUND NO FEATURE OF THE HOUSE WHICH IS STRICTLY SPEAKING A CUPOLA.
 LW2845'THERE IS A RED SLATE-COVERED CONICAL-SHAPED ROOF ON THE 3-STORY
 LW2845'CIRCULAR STONE TOWER AT THE SW CORNER OF THE HOUSE.  ALTHOUGH THE
 LW2845'TOP OF THIS TOWER RESEMBLES A SPIRE MORE THAN IT DOES A CUPOLA, I
 LW2845'BELIEVE THAT IT WAS THE POINT DETERMINED.
 LW2845
 LW2845                          STATION RECOVERY (1954)
 LW2845
 LW2845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2845'STATION RECOVERED IN GOOD CONDITION.  THE 1935 RECOVERY NOTE IS
 LW2845'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2437 ***********************************************************************
 LW2437  DESIGNATION -  NEWPORT JESUS SAVIOUR CATH CH
 LW2437  PID         -  LW2437
 LW2437  STATE/COUNTY-  RI/NEWPORT
 LW2437  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2437
 LW2437                         *CURRENT SURVEY CONTROL
 LW2437  ___________________________________________________________________
 LW2437* NAD 83(1996)-  41 30 13.80211(N)    071 18 09.77981(W)     ADJUSTED  
 LW2437* NAVD 88     -                                                        
 LW2437  ___________________________________________________________________
 LW2437  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 LW2437  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW2437
 LW2437  HORZ ORDER  -  THIRD
 LW2437
 LW2437.The horizontal coordinates were established by classical geodetic methods
 LW2437.and adjusted by the National Geodetic Survey in August 1998..
 LW2437
 LW2437
 LW2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2437
 LW2437.The geoid height was determined by GEOID03.
 LW2437
 LW2437;                    North         East     Units Scale Factor Converg.
 LW2437;SPC RI       -    46,719.121   116,471.336   MT  0.99999709   +0 07 50.6
 LW2437;SPC RI       -   153,277.65    382,123.04   sFT  0.99999709   +0 07 50.6
 LW2437;UTM  19      - 4,597,249.816   307,813.831   MT  1.00005456   -1 31 35.1
 LW2437
 LW2437                          SUPERSEDED SURVEY CONTROL
 LW2437
 LW2437  NAD 83(1996)-  41 30 13.80176(N)    071 18 09.77923(W) AD(       ) 4
 LW2437  NAD 83(1992)-  41 30 13.80052(N)    071 18 09.77916(W) AD(       ) 4
 LW2437  NAD 83(1992)-  41 30 13.79998(N)    071 18 09.77875(W) AD(       ) 4
 LW2437  NAD 83(1986)-  41 30 13.80002(N)    071 18 09.77703(W) AD(       ) 4
 LW2437  NAD 27      -  41 30 13.43065(N)    071 18 11.59522(W) AD(       ) 3
 LW2437
 LW2437.Superseded values are not recommended for survey control.
 LW2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2437.See file dsdata.txt to determine how the superseded data were derived.
 LW2437
 LW2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0781497250(NAD 83)
 LW2437
 LW2437  HISTORY     - Date     Condition        Report By
 LW2437  HISTORY     - 1968     MONUMENTED       CGS
 LW2437
 LW2437                          STATION DESCRIPTION
 LW2437
 LW2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2437'THE STATION, NEWPORT JESUS SAVIOUR CATHOLIC CHURCH SPIRE, IS THE
 LW2437'TOP CENTER OF THE CROSS ATOP SPIRE AND IS ABOUT 85 FEET IN HEIGHT.
 LW2437'
 LW2437'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION
 LW2437'OF BROADWAY STREET AND VERNON STREET IN THE CENTER OF NEWPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2444 ***********************************************************************
 LW2444  DESIGNATION -  NEWPORT NAV TRAINING STA CHIM
 LW2444  PID         -  LW2444
 LW2444  STATE/COUNTY-  RI/NEWPORT
 LW2444  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2444
 LW2444                         *CURRENT SURVEY CONTROL
 LW2444  ___________________________________________________________________
 LW2444* NAD 83(1996)-  41 30 35.70588(N)    071 19 46.76548(W)     ADJUSTED  
 LW2444* NAVD 88     -                                                        
 LW2444  ___________________________________________________________________
 LW2444  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 LW2444  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW2444
 LW2444  HORZ ORDER  -  THIRD
 LW2444
 LW2444.The horizontal coordinates were established by classical geodetic methods
 LW2444.and adjusted by the National Geodetic Survey in August 1998..
 LW2444
 LW2444
 LW2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2444
 LW2444.The geoid height was determined by GEOID03.
 LW2444
 LW2444;                    North         East     Units Scale Factor Converg.
 LW2444;SPC RI       -    47,390.090   114,220.725   MT  0.99999624   +0 06 46.4
 LW2444;SPC RI       -   155,478.99    374,739.16   sFT  0.99999624   +0 06 46.4
 LW2444;UTM  19      - 4,597,985.639   305,583.425   MT  1.00006517   -1 32 40.1
 LW2444
 LW2444                          SUPERSEDED SURVEY CONTROL
 LW2444
 LW2444  NAD 83(1996)-  41 30 35.70546(N)    071 19 46.76484(W) AD(       ) 4
 LW2444  NAD 83(1992)-  41 30 35.70429(N)    071 19 46.76478(W) AD(       ) 4
 LW2444  NAD 83(1992)-  41 30 35.70374(N)    071 19 46.76445(W) AD(       ) 4
 LW2444  NAD 83(1986)-  41 30 35.70355(N)    071 19 46.76265(W) AD(       ) 4
 LW2444  NAD 27      -  41 30 35.34300(N)    071 19 48.56900(W) AD(       ) 3
 LW2444
 LW2444.Superseded values are not recommended for survey control.
 LW2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2444.See file dsdata.txt to determine how the superseded data were derived.
 LW2444
 LW2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0558397986(NAD 83)
 LW2444
 LW2444  HISTORY     - Date     Condition        Report By
 LW2444  HISTORY     - 1912     MONUMENTED       CGS
 LW2444  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2444  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2444
 LW2444                          STATION DESCRIPTION
 LW2444
 LW2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (IW)
 LW2444'STATION IS ON THE WESTERN SIDE OF COASTERS HARBOR ISLAND, WHICH
 LW2444'LIES NEAR THE W COAST OF THE ISLAND OF RHODE ISLAND AND N OF THE
 LW2444'NORTHERN ENTRANCE TO NEWPORT HARBOR.
 LW2444
 LW2444                          STATION RECOVERY (1934)
 LW2444
 LW2444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2444'STATION IS LOST.  CHIMNEY WAS TORN DOWN A FEW YEARS AGO.
 LW2444
 LW2444                          STATION RECOVERY (1935)
 LW2444
 LW2444'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2444'THE CHIMNEY AT THE NAVAL TRAINING STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2445 ***********************************************************************
 LW2445  DESIGNATION -  NEWPORT NAVAL COLL CUPOLA
 LW2445  PID         -  LW2445
 LW2445  STATE/COUNTY-  RI/NEWPORT
 LW2445  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2445
 LW2445                         *CURRENT SURVEY CONTROL
 LW2445  ___________________________________________________________________
 LW2445* NAD 83(1996)-  41 30 26.74200(N)    071 19 46.39346(W)     ADJUSTED  
 LW2445* NAVD 88     -                                                        
 LW2445  ___________________________________________________________________
 LW2445  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LW2445  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2445
 LW2445  HORZ ORDER  -  THIRD
 LW2445
 LW2445.The horizontal coordinates were established by classical geodetic methods
 LW2445.and adjusted by the National Geodetic Survey in August 1998..
 LW2445
 LW2445
 LW2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2445
 LW2445.The geoid height was determined by GEOID03.
 LW2445
 LW2445;                    North         East     Units Scale Factor Converg.
 LW2445;SPC RI       -    47,113.563   114,229.897   MT  0.99999624   +0 06 46.6
 LW2445;SPC RI       -   154,571.75    374,769.25   sFT  0.99999624   +0 06 46.6
 LW2445;UTM  19      - 4,597,708.943   305,584.596   MT  1.00006517   -1 32 39.5
 LW2445
 LW2445                          SUPERSEDED SURVEY CONTROL
 LW2445
 LW2445  NAD 83(1996)-  41 30 26.74159(N)    071 19 46.39281(W) AD(       ) 4
 LW2445  NAD 83(1992)-  41 30 26.74040(N)    071 19 46.39278(W) AD(       ) 4
 LW2445  NAD 83(1992)-  41 30 26.73985(N)    071 19 46.39243(W) AD(       ) 4
 LW2445  NAD 83(1986)-  41 30 26.73986(N)    071 19 46.39070(W) AD(       ) 4
 LW2445  NAD 27      -  41 30 26.38407(N)    071 19 48.20139(W) AD(       ) 3
 LW2445
 LW2445.Superseded values are not recommended for survey control.
 LW2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2445.See file dsdata.txt to determine how the superseded data were derived.
 LW2445
 LW2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0558597709(NAD 83)
 LW2445
 LW2445  HISTORY     - Date     Condition        Report By
 LW2445  HISTORY     - UNK      MONUMENTED
 LW2445  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2445  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2445  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LW2445
 LW2445                          STATION DESCRIPTION
 LW2445
 LW2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2445'STATION IS LOCATED ON COASTERS HARBOR ISLAND ON THE TOP OF THE
 LW2445'STONE NAVAL WAR COLLEGE SITUATED ON A BLUFF OVERLOOKING THE
 LW2445'HARBOR.  IT IS SURMOUNTED BY A TALL ROD WITH A DIRECTION ARROW
 LW2445'ON THE TOP.
 LW2445
 LW2445                          STATION RECOVERY (1935)
 LW2445
 LW2445'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2445'THIS IS NO DOUBT THE BLACK BELL-SHAPED ROOF ON THE CUPOLA IN THE
 LW2445'CENTER OF THE BUILDING NOW USED BY THE WAR COLLEGE.  ON TOP OF
 LW2445'THE CUPOLA IS A WEATHER VANE.
 LW2445'
 LW2445'THE BUILDING IS GRAY GRANITE AND IS CALLED LUCE HALL.  IT IS ON
 LW2445'THE S SIDE OF COASTERS HARBOR ISLAND, FACING THE WATER AND W OF
 LW2445'STATION NAVAL COLLEGE DOME.
 LW2445
 LW2445                          STATION RECOVERY (1962)
 LW2445
 LW2445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW2445'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2436 ***********************************************************************
 LW2436  DESIGNATION -  NEWPORT NAVAL TRAIN STA FLAG
 LW2436  PID         -  LW2436
 LW2436  STATE/COUNTY-  RI/NEWPORT
 LW2436  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2436
 LW2436                         *CURRENT SURVEY CONTROL
 LW2436  ___________________________________________________________________
 LW2436* NAD 83(1996)-  41 30 25.53726(N)    071 19 41.81921(W)     ADJUSTED  
 LW2436* NAVD 88     -                                                        
 LW2436  ___________________________________________________________________
 LW2436  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 LW2436  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW2436
 LW2436  HORZ ORDER  -  THIRD
 LW2436
 LW2436.The horizontal coordinates were established by classical geodetic methods
 LW2436.and adjusted by the National Geodetic Survey in August 1998..
 LW2436
 LW2436
 LW2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2436
 LW2436.The geoid height was determined by GEOID03.
 LW2436
 LW2436;                    North         East     Units Scale Factor Converg.
 LW2436;SPC RI       -    47,076.606   114,336.050   MT  0.99999628   +0 06 49.7
 LW2436;SPC RI       -   154,450.50    375,117.52   sFT  0.99999628   +0 06 49.7
 LW2436;UTM  19      - 4,597,668.929   305,689.643   MT  1.00006466   -1 32 36.5
 LW2436
 LW2436                          SUPERSEDED SURVEY CONTROL
 LW2436
 LW2436  NAD 83(1996)-  41 30 25.53687(N)    071 19 41.81856(W) AD(       ) 4
 LW2436  NAD 83(1992)-  41 30 25.53566(N)    071 19 41.81853(W) AD(       ) 4
 LW2436  NAD 83(1992)-  41 30 25.53510(N)    071 19 41.81818(W) AD(       ) 4
 LW2436  NAD 83(1986)-  41 30 25.53499(N)    071 19 41.81636(W) AD(       ) 4
 LW2436  NAD 27      -  41 30 25.17179(N)    071 19 43.62922(W) AD(       ) 3
 LW2436
 LW2436.Superseded values are not recommended for survey control.
 LW2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2436.See file dsdata.txt to determine how the superseded data were derived.
 LW2436
 LW2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0569097669(NAD 83)
 LW2436
 LW2436  HISTORY     - Date     Condition        Report By
 LW2436  HISTORY     - UNK      MONUMENTED
 LW2436  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2436  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2436
 LW2436                          STATION DESCRIPTION
 LW2436
 LW2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2436'STATION RECOVERED.  THE WHITE WOODEN FLAGPOLE IS S OF THE
 LW2436'ADMINISTRATION BUILDING, NAVAL TRAINING STATION, COASTERS HARBOR
 LW2436'ISLAND.
 LW2436
 LW2436                          STATION RECOVERY (1956)
 LW2436
 LW2436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2436'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2858 ***********************************************************************
 LW2858  DESIGNATION -  NEWPORT POWER STATION CHIMNEY
 LW2858  PID         -  LW2858
 LW2858  STATE/COUNTY-  RI/NEWPORT
 LW2858  USGS QUAD   -  NEWPORT (1975)
 LW2858
 LW2858                         *CURRENT SURVEY CONTROL
 LW2858  ___________________________________________________________________
 LW2858* NAD 83(1996)-  41 28 50.77769(N)    071 18 56.32502(W)     ADJUSTED  
 LW2858* NAVD 88     -                                                        
 LW2858  ___________________________________________________________________
 LW2858  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 LW2858  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW2858
 LW2858  HORZ ORDER  -  THIRD
 LW2858
 LW2858.The horizontal coordinates were established by classical geodetic methods
 LW2858.and adjusted by the National Geodetic Survey in August 1998..
 LW2858
 LW2858
 LW2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2858
 LW2858.The geoid height was determined by GEOID03.
 LW2858
 LW2858;                    North         East     Units Scale Factor Converg.
 LW2858;SPC RI       -    44,155.371   115,397.325   MT  0.99999667   +0 07 19.6
 LW2858;SPC RI       -   144,866.41    378,599.39   sFT  0.99999667   +0 07 19.6
 LW2858;UTM  19      - 4,594,718.036   306,666.077   MT  1.00006001   -1 32 03.4
 LW2858
 LW2858                          SUPERSEDED SURVEY CONTROL
 LW2858
 LW2858  NAD 83(1996)-  41 28 50.77732(N)    071 18 56.32427(W) AD(       ) 4
 LW2858  NAD 83(1992)-  41 28 50.77609(N)    071 18 56.32439(W) AD(       ) 4
 LW2858  NAD 83(1992)-  41 28 50.77553(N)    071 18 56.32396(W) AD(       ) 4
 LW2858  NAD 83(1986)-  41 28 50.77540(N)    071 18 56.32185(W) AD(       ) 4
 LW2858  NAD 27      -  41 28 50.40500(N)    071 18 57.98800(W) AD(       ) 3
 LW2858
 LW2858.Superseded values are not recommended for survey control.
 LW2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2858.See file dsdata.txt to determine how the superseded data were derived.
 LW2858
 LW2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0666694718(NAD 83)
 LW2858_MARKER: 85 = CHIMNEY
 LW2858
 LW2858  HISTORY     - Date     Condition        Report By
 LW2858  HISTORY     - 1932     FIRST OBSERVED   CGS
 LW2858  HISTORY     - 1934     GOOD             CGS
 LW2858  HISTORY     - 1935     GOOD             RIGS
 LW2858
 LW2858                          STATION DESCRIPTION
 LW2858
 LW2858'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2858'STATION IS THE YELLOW BRICK STACK OF THE NEWPORT ELECTRIC COMPANY
 LW2858'NEAR THAMES STREET AND MILBURN STREET.
 LW2858'
 LW2858'THIS IS PROBABLY THE SAME STATION AS THE NEWPORT POWER STATION
 LW2858'CHIMNEY OF 1912, ALTHOUGH THE POSITIONS FAIL TO AGREE BY ABOUT 4
 LW2858'METERS.  IT IS RECOMMENDED THAT THE FORMER STATION BE CONSIDERED
 LW2858'AS LOST AND THE 1932 STATION, WHICH WAS CHECKED BY TOPOGRAPHY, BE
 LW2858'RETAINED.
 LW2858
 LW2858                          STATION RECOVERY (1935)
 LW2858
 LW2858'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2858'THE POWER STATION OF THE NEWPORT ELECTRIC CORPORATION IS ON THE W
 LW2858'SIDE OF THAMES STREET S OF HOWARD STREET.
 LW2858'
 LW2858'THE CHIMNEY IS A TALL ROUND YELLOW STACK AT THE W END OF THE
 LW2858'BOILER HOUSE AND NOT FAR FROM THE WATER.  IT WAS BUILT ABOUT 30
 LW2858'YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2842 ***********************************************************************
 LW2842  DESIGNATION -  NEWPORT RAD STA WADK E MAST
 LW2842  PID         -  LW2842
 LW2842  STATE/COUNTY-  RI/NEWPORT
 LW2842  USGS QUAD   -  NEWPORT (1975)
 LW2842
 LW2842                         *CURRENT SURVEY CONTROL
 LW2842  ___________________________________________________________________
 LW2842* NAD 83(1996)-  41 29 46.83719(N)    071 16 34.99527(W)     ADJUSTED  
 LW2842* NAVD 88     -                                                        
 LW2842  ___________________________________________________________________
 LW2842  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 LW2842  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW2842
 LW2842  HORZ ORDER  -  THIRD
 LW2842
 LW2842.The horizontal coordinates were established by classical geodetic methods
 LW2842.and adjusted by the National Geodetic Survey in August 1998..
 LW2842
 LW2842
 LW2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2842
 LW2842.The geoid height was determined by GEOID03.
 LW2842
 LW2842;                    North         East     Units Scale Factor Converg.
 LW2842;SPC RI       -    45,892.582   118,671.720   MT  0.99999804   +0 08 53.4
 LW2842;SPC RI       -   150,565.91    389,342.13   sFT  0.99999804   +0 08 53.4
 LW2842;UTM  19      - 4,596,359.949   309,989.507   MT  1.00004433   -1 30 31.4
 LW2842
 LW2842                          SUPERSEDED SURVEY CONTROL
 LW2842
 LW2842  NAD 83(1996)-  41 29 46.83691(N)    071 16 34.99467(W) AD(       ) 4
 LW2842  NAD 83(1992)-  41 29 46.83557(N)    071 16 34.99466(W) AD(       ) 4
 LW2842  NAD 83(1992)-  41 29 46.83506(N)    071 16 34.99420(W) AD(       ) 4
 LW2842  NAD 83(1986)-  41 29 46.83515(N)    071 16 34.99231(W) AD(       ) 4
 LW2842  NAD 27      -  41 29 46.46529(N)    071 16 36.81353(W) AD(       ) 3
 LW2842
 LW2842.Superseded values are not recommended for survey control.
 LW2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2842.See file dsdata.txt to determine how the superseded data were derived.
 LW2842
 LW2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0999096360(NAD 83)
 LW2842_MARKER: 42 = RADIO/TV MAST
 LW2842
 LW2842  HISTORY     - Date     Condition        Report By
 LW2842  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2842  HISTORY     - 19981219 MARK NOT FOUND   USPSQD
 LW2842
 LW2842                          STATION DESCRIPTION
 LW2842
 LW2842'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2842'THE STATION, NEWPORT WADK RADIO MAST, IS THE TOP CENTER OF THE RED
 LW2842'AND WHITE TRIANGULAR MAST AND IS ABOUT 180 FEET IN HEIGHT.
 LW2842'
 LW2842'THE STATION IS LOCATED ABOUT 0.05 MILE SOUTHWEST OF THE
 LW2842'INTERSECTION OF RESERVOIR STREET AND HILLSIDE AVENUE ABOUT 1 MILE
 LW2842'SOUTH OF MIDDLETOWN.
 LW2842
 LW2842                          STATION RECOVERY (1998)
 LW2842
 LW2842'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2433 ***********************************************************************
 LW2433  DESIGNATION -  NEWPORT RADIO STA WADK W MAST
 LW2433  PID         -  LW2433
 LW2433  STATE/COUNTY-  RI/NEWPORT
 LW2433  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2433
 LW2433                         *CURRENT SURVEY CONTROL
 LW2433  ___________________________________________________________________
 LW2433* NAD 83(1996)-  41 30 12.92192(N)    071 18 43.73413(W)     ADJUSTED  
 LW2433* NAVD 88     -                                                        
 LW2433  ___________________________________________________________________
 LW2433  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 LW2433  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW2433
 LW2433  HORZ ORDER  -  THIRD
 LW2433
 LW2433.The horizontal coordinates were established by classical geodetic methods
 LW2433.and adjusted by the National Geodetic Survey in August 1998..
 LW2433
 LW2433
 LW2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2433
 LW2433.The geoid height was determined by GEOID03.
 LW2433
 LW2433;                    North         East     Units Scale Factor Converg.
 LW2433;SPC RI       -    46,690.213   115,683.931   MT  0.99999678   +0 07 28.1
 LW2433;SPC RI       -   153,182.81    379,539.70   sFT  0.99999678   +0 07 28.1
 LW2433;UTM  19      - 4,597,243.690   307,025.872   MT  1.00005830   -1 31 57.6
 LW2433
 LW2433                          SUPERSEDED SURVEY CONTROL
 LW2433
 LW2433  NAD 83(1996)-  41 30 12.92155(N)    071 18 43.73351(W) AD(       ) 4
 LW2433  NAD 83(1992)-  41 30 12.92033(N)    071 18 43.73345(W) AD(       ) 4
 LW2433  NAD 83(1992)-  41 30 12.91978(N)    071 18 43.73307(W) AD(       ) 4
 LW2433  NAD 83(1986)-  41 30 12.91975(N)    071 18 43.73135(W) AD(       ) 4
 LW2433  NAD 27      -  41 30 12.55178(N)    071 18 45.54798(W) AD(       ) 3
 LW2433
 LW2433.Superseded values are not recommended for survey control.
 LW2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2433.See file dsdata.txt to determine how the superseded data were derived.
 LW2433
 LW2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0702697244(NAD 83)
 LW2433
 LW2433  HISTORY     - Date     Condition        Report By
 LW2433  HISTORY     - 1968     MONUMENTED       CGS
 LW2433
 LW2433                          STATION DESCRIPTION
 LW2433
 LW2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RMB)
 LW2433'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF JAMESTOWN,
 LW2433'1-1/4 MILE SOUTHWEST OF MIDDLETOWN AND 1/2 MILE NORTH OF
 LW2433'NEWPORT.
 LW2433'
 LW2433'TO REACH THE STATION FROM THE NEWPORT CITY HALL, GO NORTH
 LW2433'AND NORTHEAST ON STATE HIGHWAY 138 FOR 0.85 MILE TO A
 LW2433'CROSSROAD.  TURN LEFT AND GO NORTHWEST ON THURSTON AVENUE FOR
 LW2433'0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHWEST ON
 LW2433'BURDICK AVENUE FOR 0.15 MILE TO A CROSSROAD.  CONTINUE AHEAD
 LW2433'WEST ON GARFIELD STREET FOR 0.1 MILE TO THE STATION ON THE
 LW2433'RIGHT IN A LARGE OPEN FIELD.
 LW2433'
 LW2433'THE STATION IS A RED AND WHITE GUYED MAST WHICH IS 328 FEET IN
 LW2433'HEIGHT.
 LW2433'
 LW2433'THE POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2838 ***********************************************************************
 LW2838  DESIGNATION -  NEWPORT ST GEORGES SPIRE
 LW2838  PID         -  LW2838
 LW2838  STATE/COUNTY-  RI/NEWPORT
 LW2838  USGS QUAD   -  NEWPORT (1975)
 LW2838
 LW2838                         *CURRENT SURVEY CONTROL
 LW2838  ___________________________________________________________________
 LW2838* NAD 83(1996)-  41 29 27.38853(N)    071 16 28.72232(W)     ADJUSTED  
 LW2838* NAVD 88     -                                                        
 LW2838  ___________________________________________________________________
 LW2838  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 LW2838  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW2838
 LW2838  HORZ ORDER  -  THIRD
 LW2838
 LW2838.The horizontal coordinates were established by classical geodetic methods
 LW2838.and adjusted by the National Geodetic Survey in August 1998..
 LW2838
 LW2838
 LW2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2838
 LW2838.The geoid height was determined by GEOID03.
 LW2838
 LW2838;                    North         East     Units Scale Factor Converg.
 LW2838;SPC RI       -    45,292.953   118,818.782   MT  0.99999811   +0 08 57.5
 LW2838;SPC RI       -   148,598.63    389,824.62   sFT  0.99999811   +0 08 57.5
 LW2838;UTM  19      - 4,595,756.291   310,119.177   MT  1.00004372   -1 30 26.7
 LW2838
 LW2838                          SUPERSEDED SURVEY CONTROL
 LW2838
 LW2838  NAD 83(1996)-  41 29 27.38824(N)    071 16 28.72170(W) AD(       ) 4
 LW2838  NAD 83(1992)-  41 29 27.38689(N)    071 16 28.72173(W) AD(       ) 4
 LW2838  NAD 83(1992)-  41 29 27.38639(N)    071 16 28.72126(W) AD(       ) 4
 LW2838  NAD 83(1986)-  41 29 27.38644(N)    071 16 28.71935(W) AD(       ) 4
 LW2838  NAD 27      -  41 29 27.01642(N)    071 16 30.54047(W) AD(       ) 3
 LW2838
 LW2838.Superseded values are not recommended for survey control.
 LW2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2838.See file dsdata.txt to determine how the superseded data were derived.
 LW2838
 LW2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1011995756(NAD 83)
 LW2838_MARKER: 90 = CHURCH SPIRE
 LW2838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2838+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 LW2838
 LW2838  HISTORY     - Date     Condition        Report By
 LW2838  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2838  HISTORY     - 19981209 GOOD             USPSQD
 LW2838  HISTORY     - 20041209 GOOD             USPSQD
 LW2838
 LW2838                          STATION DESCRIPTION
 LW2838
 LW2838'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2838'THE STATION, NEWPORT SAINT GEORGES SPIRE, IS THE TOP CENTER OF THE
 LW2838'CROSS ATOP SPIRE AND IS ABOUT 90 FEET IN HEIGHT.
 LW2838'
 LW2838'THE STATION IS LOCATED ON THE EAST SIDE OF KANE STREET ABOUT 0.1
 LW2838'MILE NORTH OF THE INTERSECTION OF 2ND. AND 1ST. BEACH ROAD AND
 LW2838'KANE STREET ABOUT 2 MILES SOUTH OF MIDDLETOWN.
 LW2838
 LW2838                          STATION RECOVERY (1998)
 LW2838
 LW2838'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2838'RECOVERED IN GOOD CONDITION.
 LW2838
 LW2838                          STATION RECOVERY (2004)
 LW2838
 LW2838'RECOVERY NOTE BY US POWER SQUADRON 2004 (TG)
 LW2838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2859 ***********************************************************************
 LW2859  DESIGNATION -  NEWPORT ST GEORGES NW SPIRE
 LW2859  PID         -  LW2859
 LW2859  STATE/COUNTY-  RI/NEWPORT
 LW2859  USGS QUAD   -  NEWPORT (1975)
 LW2859
 LW2859                         *CURRENT SURVEY CONTROL
 LW2859  ___________________________________________________________________
 LW2859* NAD 83(1996)-  41 29 29.38882(N)    071 16 23.11049(W)     ADJUSTED  
 LW2859* NAVD 88     -                                                        
 LW2859  ___________________________________________________________________
 LW2859  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 LW2859  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW2859
 LW2859  HORZ ORDER  -  THIRD
 LW2859
 LW2859.The horizontal coordinates were established by classical geodetic methods
 LW2859.and adjusted by the National Geodetic Survey in August 1998..
 LW2859
 LW2859
 LW2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2859
 LW2859.The geoid height was determined by GEOID03.
 LW2859
 LW2859;                    North         East     Units Scale Factor Converg.
 LW2859;SPC RI       -    45,355.004   118,948.795   MT  0.99999817   +0 09 01.2
 LW2859;SPC RI       -   148,802.21    390,251.17   sFT  0.99999817   +0 09 01.2
 LW2859;UTM  19      - 4,595,814.560   310,250.935   MT  1.00004311   -1 30 23.0
 LW2859
 LW2859                          SUPERSEDED SURVEY CONTROL
 LW2859
 LW2859  NAD 83(1996)-  41 29 29.38865(N)    071 16 23.10984(W) AD(       ) 4
 LW2859  NAD 83(1992)-  41 29 29.38707(N)    071 16 23.10989(W) AD(       ) 4
 LW2859  NAD 83(1992)-  41 29 29.38678(N)    071 16 23.10940(W) AD(       ) 4
 LW2859  NAD 83(1986)-  41 29 29.38699(N)    071 16 23.10738(W) AD(       ) 4
 LW2859  NAD 27      -  41 29 29.02000(N)    071 16 24.93300(W) AD(       ) 3
 LW2859
 LW2859.Superseded values are not recommended for survey control.
 LW2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2859.See file dsdata.txt to determine how the superseded data were derived.
 LW2859
 LW2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1025195815(NAD 83)
 LW2859_MARKER: 90 = CHURCH SPIRE
 LW2859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2859+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 LW2859
 LW2859  HISTORY     - Date     Condition        Report By
 LW2859  HISTORY     - 1940     FIRST OBSERVED   CGS
 LW2859  HISTORY     - 1962     GOOD             CGS
 LW2859  HISTORY     - 19981209 GOOD             USPSQD
 LW2859  HISTORY     - 20041209 GOOD             USPSQD
 LW2859
 LW2859                          STATION DESCRIPTION
 LW2859
 LW2859'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2859'THIS IS THE NORTHWEST SPIRE OF THE FOUR SPIRES ON THE TOWER OF THE
 LW2859'CHAPEL AT THE ST. GEORGE SCHOOL.  THIS SCHOOL IS ABOUT 2 MILES
 LW2859'EAST OF THE CITY OF NEWPORT.
 LW2859'
 LW2859'THE BASE OF THE ROD ON TOP THE SPIRE WAS OBSERVED UPON.
 LW2859'
 LW2859'THIS MAY BE THE SAME SPIRE THAT WAS LOCATED IN 1934 BUT THE
 LW2859'ORIGINAL DESCRIPTION WAS NOT AVAILABLE AND THERE WAS NO WAY OF
 LW2859'TELLING WHICH SPIRE WAS LOCATED AT THAT TIME.
 LW2859'
 LW2859'THIS IS AN INTERSECTION STATION.
 LW2859
 LW2859                          STATION RECOVERY (1962)
 LW2859
 LW2859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW2859'THE SPIRE WAS RECOVERED IN EXCELLENT CONDITION.
 LW2859
 LW2859                          STATION RECOVERY (1998)
 LW2859
 LW2859'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2859'RECOVERED IN GOOD CONDITION.
 LW2859
 LW2859                          STATION RECOVERY (2004)
 LW2859
 LW2859'RECOVERY NOTE BY US POWER SQUADRON 2004 (TG)
 LW2859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2860 ***********************************************************************
 LW2860  DESIGNATION -  NEWPORT ST GEORGES TOWER
 LW2860  PID         -  LW2860
 LW2860  STATE/COUNTY-  RI/NEWPORT
 LW2860  USGS QUAD   -  NEWPORT (1975)
 LW2860
 LW2860                         *CURRENT SURVEY CONTROL
 LW2860  ___________________________________________________________________
 LW2860* NAD 83(1996)-  41 29 29.26301(N)    071 16 22.90752(W)     ADJUSTED  
 LW2860* NAVD 88     -                                                        
 LW2860  ___________________________________________________________________
 LW2860  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 LW2860  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW2860
 LW2860  HORZ ORDER  -  THIRD
 LW2860
 LW2860.The horizontal coordinates were established by classical geodetic methods
 LW2860.and adjusted by the National Geodetic Survey in August 1998..
 LW2860
 LW2860
 LW2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2860
 LW2860.The geoid height was determined by GEOID03.
 LW2860
 LW2860;                    North         East     Units Scale Factor Converg.
 LW2860;SPC RI       -    45,351.135   118,953.513   MT  0.99999817   +0 09 01.3
 LW2860;SPC RI       -   148,789.52    390,266.65   sFT  0.99999817   +0 09 01.3
 LW2860;UTM  19      - 4,595,810.556   310,255.540   MT  1.00004308   -1 30 22.9
 LW2860
 LW2860                          SUPERSEDED SURVEY CONTROL
 LW2860
 LW2860  NAD 83(1996)-  41 29 29.26274(N)    071 16 22.90697(W) AD(       ) 4
 LW2860  NAD 83(1992)-  41 29 29.26118(N)    071 16 22.90699(W) AD(       ) 4
 LW2860  NAD 83(1992)-  41 29 29.26094(N)    071 16 22.90646(W) AD(       ) 4
 LW2860  NAD 83(1986)-  41 29 29.26125(N)    071 16 22.90450(W) AD(       ) 4
 LW2860  NAD 27      -  41 29 28.88598(N)    071 16 24.72794(W) AD(       ) 3
 LW2860
 LW2860.Superseded values are not recommended for survey control.
 LW2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2860.See file dsdata.txt to determine how the superseded data were derived.
 LW2860
 LW2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1025695811(NAD 83)
 LW2860_MARKER: 55 = TOWER
 LW2860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2860+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 LW2860
 LW2860  HISTORY     - Date     Condition        Report By
 LW2860  HISTORY     - 1932     FIRST OBSERVED   CGS
 LW2860  HISTORY     - 1934     GOOD             CGS
 LW2860  HISTORY     - 1962     GOOD             CGS
 LW2860  HISTORY     - 19981209 GOOD             USPSQD
 LW2860  HISTORY     - 20041209 GOOD             USPSQD
 LW2860
 LW2860                          STATION DESCRIPTION
 LW2860
 LW2860'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2860'STATION WAS USED AS A SIGNAL FOR OFFSHORE HYDROGRAPHY BUT WAS NOT
 LW2860'VISITED.
 LW2860
 LW2860                          STATION RECOVERY (1962)
 LW2860
 LW2860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW2860'THE TOWER RECOVERED AS DESCRIBED.  THE STONE TOWER IS SQUARE AND
 LW2860'IS SURMOUNTED BY 4 SPIRES, ONE IN EACH CORNER.  EACH SPIRE IS OF
 LW2860'EQUAL HEIGHT.
 LW2860
 LW2860                          STATION RECOVERY (1998)
 LW2860
 LW2860'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2860'RECOVERED IN GOOD CONDITION.
 LW2860
 LW2860                          STATION RECOVERY (2004)
 LW2860
 LW2860'RECOVERY NOTE BY US POWER SQUADRON 2004 (TG)
 LW2860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2855 ***********************************************************************
 LW2855  DESIGNATION -  NEWPORT ST MARYS CHURCH SPIRE
 LW2855  PID         -  LW2855
 LW2855  STATE/COUNTY-  RI/NEWPORT
 LW2855  USGS QUAD   -  NEWPORT (1975)
 LW2855
 LW2855                         *CURRENT SURVEY CONTROL
 LW2855  ___________________________________________________________________
 LW2855* NAD 83(1996)-  41 29 02.79240(N)    071 18 46.14268(W)     ADJUSTED  
 LW2855* NAVD 88     -                                                        
 LW2855  ___________________________________________________________________
 LW2855  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 LW2855  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2855
 LW2855  HORZ ORDER  -  THIRD
 LW2855
 LW2855.The horizontal coordinates were established by classical geodetic methods
 LW2855.and adjusted by the National Geodetic Survey in August 1998..
 LW2855
 LW2855
 LW2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2855
 LW2855.The geoid height was determined by GEOID03.
 LW2855
 LW2855;                    North         East     Units Scale Factor Converg.
 LW2855;SPC RI       -    44,526.541   115,632.755   MT  0.99999676   +0 07 26.4
 LW2855;SPC RI       -   146,084.16    379,371.80   sFT  0.99999676   +0 07 26.4
 LW2855;UTM  19      - 4,595,082.268   306,912.152   MT  1.00005884   -1 31 57.0
 LW2855
 LW2855                          SUPERSEDED SURVEY CONTROL
 LW2855
 LW2855  NAD 83(1996)-  41 29 02.79205(N)    071 18 46.14193(W) AD(       ) 4
 LW2855  NAD 83(1992)-  41 29 02.79079(N)    071 18 46.14206(W) AD(       ) 4
 LW2855  NAD 83(1992)-  41 29 02.79024(N)    071 18 46.14162(W) AD(       ) 4
 LW2855  NAD 83(1986)-  41 29 02.79063(N)    071 18 46.13993(W) AD(       ) 4
 LW2855  NAD 27      -  41 29 02.43500(N)    071 18 47.94800(W) AD(       ) 3
 LW2855
 LW2855.Superseded values are not recommended for survey control.
 LW2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2855.See file dsdata.txt to determine how the superseded data were derived.
 LW2855
 LW2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0691295082(NAD 83)
 LW2855_MARKER: 90 = CHURCH SPIRE
 LW2855
 LW2855  HISTORY     - Date     Condition        Report By
 LW2855  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW2855  HISTORY     - 1968     GOOD             CGS
 LW2855
 LW2855                          STATION DESCRIPTION
 LW2855
 LW2855'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2855'STATION IS THE CENTER OF THE CROSS ON THE BROWN STONE GOTHIC
 LW2855'SPIRE OF SAINT MARYS CHURCH ON SPRING STREET AT LEVIN.
 LW2855
 LW2855                          STATION RECOVERY (1968)
 LW2855
 LW2855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2855'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2854 ***********************************************************************
 LW2854  DESIGNATION -  NEWPORT TRINITY CH SPIRE
 LW2854  PID         -  LW2854
 LW2854  STATE/COUNTY-  RI/NEWPORT
 LW2854  USGS QUAD   -  NEWPORT (1975)
 LW2854
 LW2854                         *CURRENT SURVEY CONTROL
 LW2854  ___________________________________________________________________
 LW2854* NAD 83(1996)-  41 29 14.28376(N)    071 18 48.03376(W)     ADJUSTED  
 LW2854* NAVD 88     -                                                        
 LW2854  ___________________________________________________________________
 LW2854  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LW2854  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2854
 LW2854  HORZ ORDER  -  THIRD
 LW2854
 LW2854.The horizontal coordinates were established by classical geodetic methods
 LW2854.and adjusted by the National Geodetic Survey in August 1998..
 LW2854
 LW2854
 LW2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2854
 LW2854.The geoid height was determined by GEOID03.
 LW2854
 LW2854;                    North         East     Units Scale Factor Converg.
 LW2854;SPC RI       -    44,880.963   115,588.119   MT  0.99999674   +0 07 25.1
 LW2854;SPC RI       -   147,246.96    379,225.35   sFT  0.99999674   +0 07 25.1
 LW2854;UTM  19      - 4,595,437.855   306,877.779   MT  1.00005900   -1 31 58.6
 LW2854
 LW2854                          SUPERSEDED SURVEY CONTROL
 LW2854
 LW2854  NAD 83(1996)-  41 29 14.28342(N)    071 18 48.03305(W) AD(       ) 4
 LW2854  NAD 83(1992)-  41 29 14.28214(N)    071 18 48.03312(W) AD(       ) 4
 LW2854  NAD 83(1992)-  41 29 14.28159(N)    071 18 48.03269(W) AD(       ) 4
 LW2854  NAD 83(1986)-  41 29 14.28168(N)    071 18 48.03079(W) AD(       ) 4
 LW2854  NAD 27      -  41 29 13.91073(N)    071 18 49.84747(W) AD(       ) 3
 LW2854
 LW2854.Superseded values are not recommended for survey control.
 LW2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2854.See file dsdata.txt to determine how the superseded data were derived.
 LW2854
 LW2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0687895438(NAD 83)
 LW2854_MARKER: 90 = CHURCH SPIRE
 LW2854
 LW2854  HISTORY     - Date     Condition        Report By
 LW2854  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW2854  HISTORY     - 1935     GOOD             RIGS
 LW2854  HISTORY     - 1968     GOOD             CGS
 LW2854
 LW2854                          STATION DESCRIPTION
 LW2854
 LW2854'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2854'STATION IS THE SPIRE OF TRINITY CHURCH ON SPRING STREET AT CHURCH
 LW2854'STREET.
 LW2854
 LW2854                          STATION RECOVERY (1935)
 LW2854
 LW2854'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2854'WITHOUT DOUBT, THE POINT DETERMINED WAS THE SPIRE ON TRINITY
 LW2854'CHURCH (PROTESTANT EPISCOPAL) AT THE NW CORNER OF SPRING AND FRANK
 LW2854'STREETS, A LITTLE S OF CHURCH STREET.
 LW2854'
 LW2854'THE ORIGINAL BUILDING WAS COMPLETED IN 1726 AND LATER ENLARGED IN
 LW2854'1762.  SINCE THAT TIME, SO FAR AS I CAN LEARN, THERE HAS BEEN NO
 LW2854'CHANGE IN THE EXTERIOR OF THE BUILDING.
 LW2854'
 LW2854'THE CLOCK TOWER AND SPIRE ARE AT THE W END OF THE CHURCH.  THE
 LW2854'TOWER IS SQUARE AND THE SPIRE IS OCTAGONAL-TOPPED WITH A
 LW2854'SUCCESSION OF THREE GILT ORNAMENTS AND A GILT WEATHER VANE.
 LW2854
 LW2854                          STATION RECOVERY (1968)
 LW2854
 LW2854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2854'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2837 ***********************************************************************
 LW2837  DESIGNATION -  NEWPORT WATER WORKS TANK
 LW2837  PID         -  LW2837
 LW2837  STATE/COUNTY-  RI/NEWPORT
 LW2837  USGS QUAD   -  NEWPORT (1975)
 LW2837
 LW2837                         *CURRENT SURVEY CONTROL
 LW2837  ___________________________________________________________________
 LW2837* NAD 83(1996)-  41 29 48.30879(N)    071 16 30.77771(W)     ADJUSTED  
 LW2837* NAVD 88     -                                                        
 LW2837  ___________________________________________________________________
 LW2837  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 LW2837  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW2837
 LW2837  HORZ ORDER  -  THIRD
 LW2837
 LW2837.The horizontal coordinates were established by classical geodetic methods
 LW2837.and adjusted by the National Geodetic Survey in August 1998..
 LW2837
 LW2837
 LW2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2837
 LW2837.The geoid height was determined by GEOID03.
 LW2837
 LW2837;                    North         East     Units Scale Factor Converg.
 LW2837;SPC RI       -    45,938.235   118,769.427   MT  0.99999808   +0 08 56.2
 LW2837;SPC RI       -   150,715.69    389,662.70   sFT  0.99999808   +0 08 56.2
 LW2837;UTM  19      - 4,596,402.760   310,088.498   MT  1.00004386   -1 30 28.6
 LW2837
 LW2837                          SUPERSEDED SURVEY CONTROL
 LW2837
 LW2837  NAD 83(1996)-  41 29 48.30852(N)    071 16 30.77713(W) AD(       ) 4
 LW2837  NAD 83(1992)-  41 29 48.30714(N)    071 16 30.77710(W) AD(       ) 4
 LW2837  NAD 83(1992)-  41 29 48.30668(N)    071 16 30.77667(W) AD(       ) 4
 LW2837  NAD 83(1986)-  41 29 48.30680(N)    071 16 30.77484(W) AD(       ) 4
 LW2837  NAD 27      -  41 29 47.93695(N)    071 16 32.59569(W) AD(       ) 3
 LW2837
 LW2837.Superseded values are not recommended for survey control.
 LW2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2837.See file dsdata.txt to determine how the superseded data were derived.
 LW2837
 LW2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1008896403(NAD 83)
 LW2837_MARKER: 51 = TANK
 LW2837
 LW2837  HISTORY     - Date     Condition        Report By
 LW2837  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2837  HISTORY     - 19981219 GOOD             USPSQD
 LW2837
 LW2837                          STATION DESCRIPTION
 LW2837
 LW2837'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2837'THE STATION, NEWPORT WATER WORKS WATER TANK, IS THE TOP CENTER OF
 LW2837'THE LARGE CYLINDRICAL TANK PAINTED GREEN AND IS ABOUT 50 FEET IN
 LW2837'HEIGHT.
 LW2837'
 LW2837'IT IS ABOUT 75 FEET SOUTH OF THE INTERSECTION OF RESERVOIR STREET
 LW2837'AND HILLSIDE AVENUE WHICH IS ABOUT 1 MILE SOUTH OF MIDDLETOWN.
 LW2837
 LW2837                          STATION RECOVERY (1998)
 LW2837
 LW2837'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2857 ***********************************************************************
 LW2857  DESIGNATION -  NEWPORT WATERFRONT TALL STACK
 LW2857  PID         -  LW2857
 LW2857  STATE/COUNTY-  RI/NEWPORT
 LW2857  USGS QUAD   -  NEWPORT (1975)
 LW2857
 LW2857                         *CURRENT SURVEY CONTROL
 LW2857  ___________________________________________________________________
 LW2857* NAD 83(1996)-  41 28 50.79192(N)    071 18 56.32421(W)     ADJUSTED  
 LW2857* NAVD 88     -                                                        
 LW2857  ___________________________________________________________________
 LW2857  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 LW2857  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW2857
 LW2857  HORZ ORDER  -  THIRD
 LW2857
 LW2857.The horizontal coordinates were established by classical geodetic methods
 LW2857.and adjusted by the National Geodetic Survey in August 1998..
 LW2857
 LW2857
 LW2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2857
 LW2857.The geoid height was determined by GEOID03.
 LW2857
 LW2857;                    North         East     Units Scale Factor Converg.
 LW2857;SPC RI       -    44,155.810   115,397.343   MT  0.99999667   +0 07 19.6
 LW2857;SPC RI       -   144,867.85    378,599.45   sFT  0.99999667   +0 07 19.6
 LW2857;UTM  19      - 4,594,718.474   306,666.107   MT  1.00006001   -1 32 03.4
 LW2857
 LW2857                          SUPERSEDED SURVEY CONTROL
 LW2857
 LW2857  NAD 83(1996)-  41 28 50.79156(N)    071 18 56.32342(W) AD(       ) 4
 LW2857  NAD 83(1992)-  41 28 50.79032(N)    071 18 56.32360(W) AD(       ) 4
 LW2857  NAD 83(1992)-  41 28 50.78976(N)    071 18 56.32321(W) AD(       ) 4
 LW2857  NAD 83(1986)-  41 28 50.78968(N)    071 18 56.32138(W) AD(       ) 4
 LW2857  NAD 27      -  41 28 50.42811(N)    071 18 58.13254(W) AD(       ) 3
 LW2857
 LW2857.Superseded values are not recommended for survey control.
 LW2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2857.See file dsdata.txt to determine how the superseded data were derived.
 LW2857
 LW2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0666694718(NAD 83)
 LW2857_MARKER: 63 = STACK
 LW2857
 LW2857  HISTORY     - Date     Condition        Report By
 LW2857  HISTORY     - 1932     FIRST OBSERVED   CGS
 LW2857  HISTORY     - 1934     GOOD             CGS
 LW2857  HISTORY     - 1935     GOOD             RIGS
 LW2857  HISTORY     - 1954     GOOD             CGS
 LW2857
 LW2857                          STATION DESCRIPTION
 LW2857
 LW2857'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2857'STATION IS THE YELLOW BRICK STACK OF THE NEWPORT ELECTRIC COMPANY
 LW2857'NEAR THAMES STREET AND MILBURN STREET.
 LW2857'
 LW2857'THIS IS PROBABLY THE SAME STATION AS THE NEWPORT POWER STATION
 LW2857'CHIMNEY OF 1912, ALTHOUGH THE POSITIONS FAIL TO AGREE BY ABOUT 4
 LW2857'METERS.  IT IS RECOMMENDED THAT THE FORMER STATION BE CONSIDERED
 LW2857'AS LOST AND THE 1932 STATION, WHICH WAS CHECKED BY TOPOGRAPHY, BE
 LW2857'RETAINED.
 LW2857
 LW2857                          STATION RECOVERY (1935)
 LW2857
 LW2857'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2857'THE POWER STATION OF THE NEWPORT ELECTRIC CORPORATION IS ON THE W
 LW2857'SIDE OF THAMES STREET S OF HOWARD STREET.
 LW2857'
 LW2857'THE CHIMNEY IS A TALL ROUND YELLOW STACK AT THE W END OF THE
 LW2857'BOILER HOUSE AND NOT FAR FROM THE WATER.  IT WAS BUILT ABOUT 30
 LW2857'YEARS AGO.
 LW2857
 LW2857                          STATION RECOVERY (1954)
 LW2857
 LW2857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2857'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE AND
 LW2857'COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0898 ***********************************************************************
 LW0898  DESIGNATION -  NINIGRET POND OP
 LW0898  PID         -  LW0898
 LW0898  STATE/COUNTY-  RI/WASHINGTON
 LW0898  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW0898
 LW0898                         *CURRENT SURVEY CONTROL
 LW0898  ___________________________________________________________________
 LW0898* NAD 83(1996)-  41 20 31.14164(N)    071 41 37.36811(W)     ADJUSTED  
 LW0898* NAVD 88     -         2.804  (meters)       9.20   (feet)  ADJUSTED  
 LW0898  ___________________________________________________________________
 LW0898  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 LW0898  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW0898  DYNAMIC HT  -           2.803 (meters)       9.20  (feet)  COMP
 LW0898  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW0898
 LW0898  HORZ ORDER  -  SECOND
 LW0898  VERT ORDER  -  SECOND    CLASS 0
 LW0898
 LW0898.The horizontal coordinates were established by classical geodetic methods
 LW0898.and adjusted by the National Geodetic Survey in August 1998..
 LW0898
 LW0898.The orthometric height was determined by differential leveling
 LW0898.and adjusted by the National Geodetic Survey in June 1991..
 LW0898
 LW0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0898
 LW0898.The geoid height was determined by GEOID03.
 LW0898
 LW0898.The dynamic height is computed by dividing the NAVD 88
 LW0898.geopotential number by the normal gravity value computed on the
 LW0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0898.degrees latitude (g = 980.6199 gals.).
 LW0898
 LW0898.The modeled gravity was interpolated from observed gravity values.
 LW0898
 LW0898;                    North         East     Units Scale Factor Converg.
 LW0898;SPC RI       -    28,743.133    83,786.519   MT  0.99999698   -0 07 40.6
 LW0898;SPC RI       -    94,301.43    274,889.60   sFT  0.99999698   -0 07 40.6
 LW0898;UTM  19      - 4,580,222.658   274,618.852   MT  1.00022519   -1 46 48.3
 LW0898
 LW0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0898!SPC RI       -   1.00000435  x   0.99999698  =   1.00000133
 LW0898!UTM  19      -   1.00000435  x   1.00022519  =   1.00022955
 LW0898
 LW0898:                Primary Azimuth Mark                     Grid Az
 LW0898:SPC RI       -  CHARLESTOWN USN FIELD CONT TWR           040 35 57.0
 LW0898:UTM  19      -  CHARLESTOWN USN FIELD CONT TWR           042 15 04.7
 LW0898
 LW0898|---------------------------------------------------------------------|
 LW0898| PID    Reference Object                     Distance      Geod. Az  |
 LW0898|                                                           dddmmss.s |
 LW0898| LW3076 CHARLESTOWN USN FIELD CONT TWR      APPROX. 3.8 KM 0402816.4 |
 LW0898| CB7927 NINIGRET POND OP RM 3                16.445 METERS 04956     |
 LW0898| CB7928 NINIGRET POND OP RM 4                11.573 METERS 17540     |
 LW0898| CB7925 NINIGRET POND OP RM 1                52.910 METERS 24612     |
 LW0898| CB7926 NINIGRET POND OP RM 2                30.078 METERS 33052     |
 LW0898|---------------------------------------------------------------------|
 LW0898
 LW0898                          SUPERSEDED SURVEY CONTROL
 LW0898
 LW0898  NAD 83(1992)-  41 20 31.14031(N)    071 41 37.36733(W) AD(       ) 2
 LW0898  NAD 83(1986)-  41 20 31.13874(N)    071 41 37.36842(W) AD(       ) 2
 LW0898  NAD 27      -  41 20 30.77500(N)    071 41 39.13600(W) AD(       ) 2
 LW0898  NGVD 29 (??/??/92)    3.090  (m)           10.14   (f) ADJ UNCH    2 0
 LW0898
 LW0898.Superseded values are not recommended for survey control.
 LW0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0898.See file dsdata.txt to determine how the superseded data were derived.
 LW0898
 LW0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7461980223(NAD 83)
 LW0898_MARKER: DD = SURVEY DISK
 LW0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0898_STAMPING: NINIGRET POND OP 1940
 LW0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0898+STABILITY: SURFACE MOTION
 LW0898
 LW0898  HISTORY     - Date     Condition        Report By
 LW0898  HISTORY     - 1940     MONUMENTED       CGS
 LW0898  HISTORY     - 1943     GOOD             CGS
 LW0898  HISTORY     - 1943     GOOD             NGS
 LW0898  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 LW0898  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0898
 LW0898                          STATION DESCRIPTION
 LW0898
 LW0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0898'STATION IS LOCATED ON THE S SHORE OF RHODE ISLAND, ON
 LW0898'QUONOCHONTANG BEACH, NEAR THE SW CORNER OF NINIGRET POND, ABOUT
 LW0898'150 FT. N OF THE HIGH-WATERLINE, IN LINE WITH THE W SHORE OF
 LW0898'NINIGRET POND, AND ABOUT 300 FT. SE OF THE END OF THE PAVED
 LW0898'BEACH ROAD WHERE STANDS A REFRESHMENT COTTAGE.  IT IS A STANDARD
 LW0898'STATION DISK, STAMPED NINIGRET POND OP 1940 AND SET IN THE TOP
 LW0898'OF A CONCRETE POST.
 LW0898'
 LW0898'REFERENCE MARK 1 IS W OF THE STATION, NEAR THE EDGE OF A
 LW0898'GRAVEL PARKING SPACE.  IT IS A STANDARD REFERENCE-MARK DISK,
 LW0898'STAMPED NINIGRET POND OP NO 1 1940 AND SET IN THE TOP OF A CONCRETE
 LW0898'POST.
 LW0898'
 LW0898'REFERENCE MARK 2 IS N OF THE STATION.  IT IS A STANDARD
 LW0898'REFERENCE-MARK DISK, STAMPED NINIGRET POND OP NO 2 1940 AND SET IN
 LW0898'THE TOP OF A CONCRETE POST.
 LW0898'
 LW0898'A 10-FT. STAND WAS USED.
 LW0898
 LW0898                          STATION RECOVERY (1943)
 LW0898
 LW0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0898'STATION WAS RECOVERED AS DESCRIBED, AND THE STATION WAS FOUND
 LW0898'IN GOOD CONDITION.  THE REFERENCE MARKS WERE NOT RECOVERED.  TWO
 LW0898'NEW REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  A NEW
 LW0898'DESCRIPTION FOLLOWS--
 LW0898'
 LW0898'STATION IS LOCATED ON THE S SHORE OF RHODE ISLAND, ON
 LW0898'QUONOCHONTANG BEACH, NEAR THE SW CORNER OF NINIGRET POND.  IT IS
 LW0898'ABOUT 300 FT. SE OF THE END OF THE PAVED ROAD THAT LEADS TO THE
 LW0898'BEACH WHERE STANDS A REFRESHMENT COTTAGE, ABOUT 150 FT. N OF
 LW0898'THE HIGH-WATERLINE IN LINE WITH THE W SHORE OF NINIGRET POND.  IT
 LW0898'IS ABOUT 5 FT. E OF THE SE CORNER OF A SMALL ARMY HUT.  IT IS A
 LW0898'STANDARD STATION DISK, STAMPED NINIGRET POND OP 1940 AND SET IN
 LW0898'THE TOP OF A CONCRETE POST PROJECTING ABOUT 12 IN. ABOVE
 LW0898'GROUND.
 LW0898'
 LW0898'REFERENCE MARK 3 IS E OF THE STATION.  IT IS A STANDARD
 LW0898'REFERENCE-MARK DISK, STAMPED NINIGRET POND OP NO 3 1943 AND SET
 LW0898'IN THE TOP OF A TILE PROJECTING ABOUT 6 IN. ABOVE GROUND.
 LW0898'
 LW0898'REFERENCE MARK 4 IS S-SW OF THE STATION.  IT IS A STANDARD
 LW0898'REFERENCE-MARK DISK, STAMPED NINIGRET POND OP NO 4 1943 AND SET
 LW0898'IN THE TOP OF A TILE PROJECTING ABOUT 6 IN. ABOVE GROUND.
 LW0898
 LW0898                          STATION RECOVERY (1943)
 LW0898
 LW0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0898'3.9 MI SW FROM CHARLESTOWN.
 LW0898'3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LW0898'AT CHARLESTOWN, WASHINGTON COUNTY, THENCE 1.1 MILES SOUTH ALONG
 LW0898'A COUNTY ROAD, AT EAST BEACH, NEAR THE SOUTHWEST CORNER OF
 LW0898'NINIGRET POND, 300 FEET SOUTHEAST OF THE END OF THE PAVED BEACH
 LW0898'ROAD (THERE WAS A REFRESHMENT COTTAGE AT THIS POINT IN 1943), 150
 LW0898'FEET NORTH OF THE HIGH-WATERLINE, 5 FEET EAST OF THE SOUTHEAST
 LW0898'CORNER OF A SMALL ARMY HUT, AND IN LINE WITH THE WEST SHORE OF
 LW0898'THE POND.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 LW0898'NINIGRET POND OP 1940 AND SET IN THE TOP OF A CONCRETE POST
 LW0898'PROJECTING 12 INCHES ABOVE GROUND.
 LW0898
 LW0898                          STATION RECOVERY (1974)
 LW0898
 LW0898'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LW0898'STATION MARK, RM 1, RM 2, RM 3 AND RM 4 WERE NOT FOUND AFTER
 LW0898'LENGTHY SEARCH.  PROBABLY DESTROYED BY HOUSE CONSTRUCTION OR
 LW0898'SAND EROSION.
 LW0898
 LW0898                          STATION RECOVERY (1989)
 LW0898
 LW0898'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5668 ***********************************************************************
 LW5668  DESIGNATION -  NK 001
 LW5668  PID         -  LW5668
 LW5668  STATE/COUNTY-  RI/WASHINGTON
 LW5668  USGS QUAD   -  WICKFORD (1995)
 LW5668
 LW5668                         *CURRENT SURVEY CONTROL
 LW5668  ___________________________________________________________________
 LW5668* NAD 83(1996)-  41 36 07.34411(N)    071 29 53.28225(W)     ADJUSTED  
 LW5668* NAVD 88     -        34.394  (meters)     112.84   (feet)  ADJUSTED  
 LW5668  ___________________________________________________________________
 LW5668  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 LW5668  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW5668  DYNAMIC HT  -          34.382 (meters)     112.80  (feet)  COMP
 LW5668  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 LW5668
 LW5668  HORZ ORDER  -  SECOND
 LW5668  VERT ORDER  -  SECOND    CLASS II
 LW5668
 LW5668.The horizontal coordinates were established by classical geodetic methods
 LW5668.and adjusted by the National Geodetic Survey in August 1998..
 LW5668
 LW5668.The orthometric height was determined by differential leveling
 LW5668.and adjusted by the National Geodetic Survey in April 1995..
 LW5668
 LW5668.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5668
 LW5668.The geoid height was determined by GEOID03.
 LW5668
 LW5668.The dynamic height is computed by dividing the NAVD 88
 LW5668.geopotential number by the normal gravity value computed on the
 LW5668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5668.degrees latitude (g = 980.6199 gals.).
 LW5668
 LW5668.The modeled gravity was interpolated from observed gravity values.
 LW5668
 LW5668;                    North         East     Units Scale Factor Converg.
 LW5668;SPC RI       -    57,607.487   100,155.562   MT  0.99999375   +0 00 04.5
 LW5668;SPC RI       -   189,000.56    328,593.71   sFT  0.99999375   +0 00 04.5
 LW5668;UTM  19      - 4,608,607.041   291,818.510   MT  1.00013337   -1 39 33.3
 LW5668
 LW5668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5668!SPC RI       -   0.99999932  x   0.99999375  =   0.99999307
 LW5668!UTM  19      -   0.99999932  x   1.00013337  =   1.00013269
 LW5668
 LW5668                          SUPERSEDED SURVEY CONTROL
 LW5668
 LW5668  NAD 83(1996)-  41 36 07.34324(N)    071 29 53.28166(W) AD(       ) 2
 LW5668  NAD 83(1992)-  41 36 07.34268(N)    071 29 53.28147(W) AD(       ) 2
 LW5668  NAD 83(1992)-  41 36 07.34205(N)    071 29 53.28147(W) AD(       ) 2
 LW5668  NAD 83(1986)-  41 36 07.34231(N)    071 29 53.28049(W) AD(       ) 2
 LW5668  NGVD 29 (06/03/94)   34.68   (m)          113.8    (f) LEVELING    3  
 LW5668
 LW5668.Superseded values are not recommended for survey control.
 LW5668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5668.See file dsdata.txt to determine how the superseded data were derived.
 LW5668
 LW5668_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9181908607(NAD 83)
 LW5668_MARKER: DD = SURVEY DISK
 LW5668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5668_SP_SET: CONCRETE POST
 LW5668_STAMPING: NK 001 1988
 LW5668_MARK LOGO: RIGS  
 LW5668_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5668+STABILITY: SURFACE MOTION
 LW5668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5668+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LW5668
 LW5668  HISTORY     - Date     Condition        Report By
 LW5668  HISTORY     - 1988     MONUMENTED       RIGS
 LW5668
 LW5668                          STATION DESCRIPTION
 LW5668
 LW5668'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5668'THE STATION IS LOCATED ABOUT 2.3 KM (1.45 MI) WEST SOUTHWEST OF
 LW5668'DAVISVILLE CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE
 LW5668'STATE HIGHWAY 4 BRIDGE OVER STATE HIGHWAY 102 AND 2, GO NORTH FOR 2.5
 LW5668'KM (1.55 MI) ON HIGHWAY 4 TO THE STATION ON THE RIGHT.  IT IS 106.7 M
 LW5668'(350.1 FT) NORTH NORTHEAST FROM A SQUARE CATCH BASIN AT THE EDGE OF
 LW5668'HIGHWAY 4 NORTHBOUND, 7.9 M (25.9 FT) EAST SOUTHEAST FROM THE
 LW5668'CENTERLINE OF TWO TRAVEL LANES OF HIGHWAY 4 NORTHBOUND, 1.2 M (3.9
 LW5668'FT) EAST SOUTHEAST FROM THE EDGE OF PAVEMENT, 0.9 M (3.0 FT) WEST
 LW5668'NORTHWEST FROM A FIBERGLASS WITNESS POST AT THE TOP OF SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5669 ***********************************************************************
 LW5669  DESIGNATION -  NK 002
 LW5669  PID         -  LW5669
 LW5669  STATE/COUNTY-  RI/WASHINGTON
 LW5669  USGS QUAD   -  WICKFORD (1995)
 LW5669
 LW5669                         *CURRENT SURVEY CONTROL
 LW5669  ___________________________________________________________________
 LW5669* NAD 83(1996)-  41 35 41.64810(N)    071 29 53.84575(W)     ADJUSTED  
 LW5669* NAVD 88     -        27.883  (meters)      91.48   (feet)  ADJUSTED  
 LW5669  ___________________________________________________________________
 LW5669  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 LW5669  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW5669  DYNAMIC HT  -          27.873 (meters)      91.45  (feet)  COMP
 LW5669  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LW5669
 LW5669  HORZ ORDER  -  SECOND
 LW5669  VERT ORDER  -  SECOND    CLASS II
 LW5669
 LW5669.The horizontal coordinates were established by classical geodetic methods
 LW5669.and adjusted by the National Geodetic Survey in August 1998..
 LW5669
 LW5669.The orthometric height was determined by differential leveling
 LW5669.and adjusted by the National Geodetic Survey in April 1995..
 LW5669
 LW5669.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5669
 LW5669.The geoid height was determined by GEOID03.
 LW5669
 LW5669.The dynamic height is computed by dividing the NAVD 88
 LW5669.geopotential number by the normal gravity value computed on the
 LW5669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5669.degrees latitude (g = 980.6199 gals.).
 LW5669
 LW5669.The modeled gravity was interpolated from observed gravity values.
 LW5669
 LW5669;                    North         East     Units Scale Factor Converg.
 LW5669;SPC RI       -    56,814.730   100,142.528   MT  0.99999375   +0 00 04.1
 LW5669;SPC RI       -   186,399.66    328,550.94   sFT  0.99999375   +0 00 04.1
 LW5669;UTM  19      - 4,607,814.884   291,782.507   MT  1.00013355   -1 39 32.8
 LW5669
 LW5669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5669!SPC RI       -   1.00000034  x   0.99999375  =   0.99999409
 LW5669!UTM  19      -   1.00000034  x   1.00013355  =   1.00013389
 LW5669
 LW5669                          SUPERSEDED SURVEY CONTROL
 LW5669
 LW5669  NAD 83(1996)-  41 35 41.64721(N)    071 29 53.84513(W) AD(       ) 2
 LW5669  NAD 83(1992)-  41 35 41.64667(N)    071 29 53.84496(W) AD(       ) 2
 LW5669  NAD 83(1992)-  41 35 41.64602(N)    071 29 53.84495(W) AD(       ) 2
 LW5669  NAD 83(1986)-  41 35 41.64619(N)    071 29 53.84417(W) AD(       ) 2
 LW5669  NGVD 29 (06/03/94)   28.18   (m)           92.5    (f) LEVELING    3  
 LW5669
 LW5669.Superseded values are not recommended for survey control.
 LW5669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5669.See file dsdata.txt to determine how the superseded data were derived.
 LW5669
 LW5669_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9178307815(NAD 83)
 LW5669_MARKER: DD = SURVEY DISK
 LW5669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5669_SP_SET: CONCRETE POST
 LW5669_STAMPING: NK 002 1988
 LW5669_MARK LOGO: RIGS  
 LW5669_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5669+STABILITY: SURFACE MOTION
 LW5669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW5669+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LW5669
 LW5669  HISTORY     - Date     Condition        Report By
 LW5669  HISTORY     - 1988     MONUMENTED       RIGS
 LW5669
 LW5669                          STATION DESCRIPTION
 LW5669
 LW5669'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5669'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) SOUTHWEST OF DAVISVILLE
 LW5669'CENTER.  OWNERSHIP-- STATE RIGHT OF WAY.  TO REACH FROM THE STATE
 LW5669'HIGHWAY 4 BRIDGE OVER STATE HIGHWAY 102 AND 2, GO NORTH FOR 0.7 KM
 LW5669'(0.45 MI) ON HIGHWAY 4 TO THE STATION ON THE RIGHT AT THE TOP OF A
 LW5669'SLOPE.  IT IS 32.9 M (107.9 FT) NORTHEAST FROM THE END OF THE
 LW5669'NORTHEAST BRIDGE ABUTMENT OF STONEY LANE BRIDGE, 26.6 M (87.3 FT)
 LW5669'EAST SOUTHEAST FROM THE CENTERLINE OF TWO TRAVEL LANES OF HIGHWAY 4
 LW5669'NORTHBOUND, 23.3 M (76.4 FT) SOUTHEAST FROM A SQUARE CATCH BASIN AT
 LW5669'THE EDGE OF PAVEMENT, 4.2 M (13.8 FT) WEST NORTHWEST FROM A
 LW5669'FIBERGLASS WITNESS POST, 2.7 M (8.9 FT) EAST SOUTHEAST FROM THE TOP
 LW5669'OF SLOPE.  MARK IS FLUSH WITH THE SURROUNDING GROUND AND 3.0 M (9.8
 LW5669'FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5670 ***********************************************************************
 LW5670  DESIGNATION -  NK 003
 LW5670  PID         -  LW5670
 LW5670  STATE/COUNTY-  RI/WASHINGTON
 LW5670  USGS QUAD   -  SLOCUM (1975)
 LW5670
 LW5670                         *CURRENT SURVEY CONTROL
 LW5670  ___________________________________________________________________
 LW5670* NAD 83(1996)-  41 35 09.27627(N)    071 30 17.07164(W)     ADJUSTED  
 LW5670* NAVD 88     -        47.997  (meters)     157.47   (feet)  ADJUSTED  
 LW5670  ___________________________________________________________________
 LW5670  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 LW5670  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW5670  DYNAMIC HT  -          47.980 (meters)     157.41  (feet)  COMP
 LW5670  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 LW5670
 LW5670  HORZ ORDER  -  SECOND
 LW5670  VERT ORDER  -  SECOND    CLASS II
 LW5670
 LW5670.The horizontal coordinates were established by classical geodetic methods
 LW5670.and adjusted by the National Geodetic Survey in August 1998..
 LW5670
 LW5670.The orthometric height was determined by differential leveling
 LW5670.and adjusted by the National Geodetic Survey in April 1995..
 LW5670
 LW5670.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5670
 LW5670.The geoid height was determined by GEOID03.
 LW5670
 LW5670.The dynamic height is computed by dividing the NAVD 88
 LW5670.geopotential number by the normal gravity value computed on the
 LW5670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5670.degrees latitude (g = 980.6199 gals.).
 LW5670
 LW5670.The modeled gravity was interpolated from observed gravity values.
 LW5670
 LW5670;                    North         East     Units Scale Factor Converg.
 LW5670;SPC RI       -    55,816.027    99,604.577   MT  0.99999375   -0 00 11.3
 LW5670;SPC RI       -   183,123.08    326,786.02   sFT  0.99999375   -0 00 11.3
 LW5670;UTM  19      - 4,606,832.046   291,215.769   MT  1.00013646   -1 39 47.2
 LW5670
 LW5670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5670!SPC RI       -   0.99999719  x   0.99999375  =   0.99999094
 LW5670!UTM  19      -   0.99999719  x   1.00013646  =   1.00013365
 LW5670
 LW5670:                Primary Azimuth Mark                     Grid Az
 LW5670:SPC RI       -  FRENCHTOWN B AND S MFG CO TANK           030 16 36.0
 LW5670:UTM  19      -  FRENCHTOWN B AND S MFG CO TANK           031 56 11.9
 LW5670
 LW5670|---------------------------------------------------------------------|
 LW5670| PID    Reference Object                     Distance      Geod. Az  |
 LW5670|                                                           dddmmss.s |
 LW5670| LW2533 FRENCHTOWN B AND S MFG CO TANK      APPROX. 5.1 KM 0301624.7 |
 LW5670| LW2484 WICKFORD NORTH KINGSTOWN SPIPE      APPROX. 3.6 KM 1093513.3 |
 LW5670| LW5671 NK 004                              492.339 METERS 1664712.4 |
 LW5670|---------------------------------------------------------------------|
 LW5670
 LW5670                          SUPERSEDED SURVEY CONTROL
 LW5670
 LW5670  NAD 83(1996)-  41 35 09.27535(N)    071 30 17.07102(W) AD(       ) 2
 LW5670  NAD 83(1992)-  41 35 09.27484(N)    071 30 17.07086(W) AD(       ) 2
 LW5670  NAD 83(1992)-  41 35 09.27418(N)    071 30 17.07085(W) AD(       ) 2
 LW5670  NAD 83(1986)-  41 35 09.27427(N)    071 30 17.07037(W) AD(       ) 2
 LW5670  NGVD 29 (06/03/94)   48.29   (m)          158.4    (f) LEVELING    3  
 LW5670
 LW5670.Superseded values are not recommended for survey control.
 LW5670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5670.See file dsdata.txt to determine how the superseded data were derived.
 LW5670
 LW5670_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9121606832(NAD 83)
 LW5670_MARKER: DD = SURVEY DISK
 LW5670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5670_SP_SET: CONCRETE POST
 LW5670_STAMPING: NK 003 1988
 LW5670_MARK LOGO: RIGS  
 LW5670_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5670+STABILITY: SURFACE MOTION
 LW5670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5670+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LW5670
 LW5670  HISTORY     - Date     Condition        Report By
 LW5670  HISTORY     - 1988     MONUMENTED       RIGS
 LW5670
 LW5670                          STATION DESCRIPTION
 LW5670
 LW5670'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5670'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) SOUTHWEST OF DAVISVILLE
 LW5670'CENTER.  OWNERSHIP-- STATE RIGHT OF WAY.  TO REACH FROM THE STATE
 LW5670'HIGHWAY 4 BRIDGE OVER STONEY LANE, GO SOUTH FOR 1.1 KM (0.70 MI) ON
 LW5670'HIGHWAY 4 TO THE STATION ON THE RIGHT AT THE TOP OF A SLOPE AND 4.5 M
 LW5670'(14.8 FT) ABOVE THE LEVEL OF THE HIGHWAY.  IT IS 33.1 M (108.6 FT)
 LW5670'WEST NORTHWEST FROM THE CENTERLINE OF TWO TRAVEL LANES OF HIGHWAY 4
 LW5670'SOUTHBOUND-SLOPE DISTANCE, 25.8 M (84.6 FT) WEST SOUTHWEST FROM A
 LW5670'CATCH BASIN AT THE FACE OF BERM FOR HIGHWAY 4 SOUTHBOUND, 8.2 M (26.9
 LW5670'FT) SOUTHWEST FROM THE SHURB LINE AT THE TOP SLOPE, 2.6 M (8.5 FT)
 LW5670'NORTHEAST FROM A FIBERGLASS WITNESS POST, 2.2 M (7.2 FT) WEST
 LW5670'NORTHWEST FROM THE TOP OF SLOPE.  MARK IS FLUSH WITH THE SURROUNDING
 LW5670'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5671 ***********************************************************************
 LW5671  CBN         -  This is a Cooperative Base Network Control Station.
 LW5671  DESIGNATION -  NK 004
 LW5671  PID         -  LW5671
 LW5671  STATE/COUNTY-  RI/WASHINGTON
 LW5671  USGS QUAD   -  SLOCUM (1975)
 LW5671
 LW5671                         *CURRENT SURVEY CONTROL
 LW5671  ___________________________________________________________________
 LW5671* NAD 83(1996)-  41 34 53.74034(N)    071 30 12.21343(W)     ADJUSTED  
 LW5671* NAVD 88     -        43.204  (meters)     141.75   (feet)  ADJUSTED  
 LW5671  ___________________________________________________________________
 LW5671  X           -   1,515,806.420 (meters)                     COMP
 LW5671  Y           -  -4,531,159.475 (meters)                     COMP
 LW5671  Z           -   4,210,963.849 (meters)                     COMP
 LW5671  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 LW5671  ELLIP HEIGHT-          13.03  (meters)          (06/22/01) GPS OBS
 LW5671  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW5671  DYNAMIC HT  -          43.189 (meters)     141.70  (feet)  COMP
 LW5671  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 LW5671
 LW5671  HORZ ORDER  -  A
 LW5671  VERT ORDER  -  SECOND    CLASS II
 LW5671  ELLP ORDER  -  FOURTH    CLASS I
 LW5671
 LW5671.The horizontal coordinates were established by GPS observations
 LW5671.and adjusted by the National Geodetic Survey in June 2001..
 LW5671
 LW5671.The orthometric height was determined by differential leveling
 LW5671.and adjusted by the National Geodetic Survey in April 1995..
 LW5671
 LW5671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5671
 LW5671.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5671
 LW5671.The ellipsoidal height was determined by GPS observations
 LW5671.and is referenced to NAD 83.
 LW5671
 LW5671.The geoid height was determined by GEOID03.
 LW5671
 LW5671.The dynamic height is computed by dividing the NAVD 88
 LW5671.geopotential number by the normal gravity value computed on the
 LW5671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5671.degrees latitude (g = 980.6199 gals.).
 LW5671
 LW5671.The modeled gravity was interpolated from observed gravity values.
 LW5671
 LW5671;                    North         East     Units Scale Factor Converg.
 LW5671;SPC RI       -    55,336.719    99,717.087   MT  0.99999375   -0 00 08.1
 LW5671;SPC RI       -   181,550.55    327,155.14   sFT  0.99999375   -0 00 08.1
 LW5671;UTM  19      - 4,606,349.611   291,314.362   MT  1.00013596   -1 39 43.4
 LW5671
 LW5671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5671!SPC RI       -   0.99999796  x   0.99999375  =   0.99999171
 LW5671!UTM  19      -   0.99999796  x   1.00013596  =   1.00013392
 LW5671
 LW5671                          SUPERSEDED SURVEY CONTROL
 LW5671
 LW5671  NAD 83(1996)-  41 34 53.74060(N)    071 30 12.21318(W) AD(       ) 2
 LW5671  NAD 83(1996)-  41 34 53.73967(N)    071 30 12.21254(W) AD(       ) 2
 LW5671  NAD 83(1992)-  41 34 53.73917(N)    071 30 12.21240(W) AD(       ) 2
 LW5671  NAD 83(1992)-  41 34 53.73850(N)    071 30 12.21238(W) AD(       ) 2
 LW5671  NAD 83(1986)-  41 34 53.73853(N)    071 30 12.21202(W) AD(       ) 2
 LW5671  NGVD 29 (06/03/94)   43.50   (m)          142.7    (f) LEVELING    3  
 LW5671
 LW5671.Superseded values are not recommended for survey control.
 LW5671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5671.See file dsdata.txt to determine how the superseded data were derived.
 LW5671
 LW5671_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9131406350(NAD 83)
 LW5671_MARKER: DD = SURVEY DISK
 LW5671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5671_SP_SET: CONCRETE POST
 LW5671_STAMPING: NK 004 1988
 LW5671_MARK LOGO: RIGS  
 LW5671_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5671+STABILITY: SURFACE MOTION
 LW5671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5671+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 LW5671
 LW5671  HISTORY     - Date     Condition        Report By
 LW5671  HISTORY     - 1988     MONUMENTED       RIGS
 LW5671  HISTORY     - 20000830 GOOD             RIDT
 LW5671
 LW5671                          STATION DESCRIPTION
 LW5671
 LW5671'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5671'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHWEST OF DAVISVILLE
 LW5671'CENTER.  OWNERSHIP-- STATE RIGHT OF WAY.  TO REACH FROM THE STATE
 LW5671'HIGHWAY 4 BRIDGE OVER STATE HIGHWAY 102 AND 2 , GO NORTH FOR 0.08 KM
 LW5671'(0.05 MI) ON HIGHWAY 4 TO THE STATION ON THE RIGHT.  IT IS 24.4 M
 LW5671'(80.1 FT) SOUTH SOUTHEAST FROM THE CENTER OF A SQUARE CATCH BASIN,
 LW5671'8.4 M (27.6 FT) EAST NORTHEAST FROM THE CENTERLINE OF HIGHWAY 4
 LW5671'NORTHBOUND, 5.6 M (18.4 FT) NORTH FROM THE CENTER OF A ROUND
 LW5671'ELECTRICAL HANDHOLE, 0.65 M (2.1 FT) WEST SOUTHWEST FROM A FIBERGLASS
 LW5671'WITNESS POST.  MARK IS FLUSH WITH THE SURROUNDING GROUND.
 LW5671
 LW5671                          STATION RECOVERY (2000)
 LW5671
 LW5671'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW5671'THE STATION IS LOCATED IN NORTH KINGSTOWN RI ABOUT 2.5 MI (4.0 KM)
 LW5671'SOUTHWEST OF DAVISVILLE CENTER, 6.6 MI (10.6 KM) NORTH FROM
 LW5671'KINGSTON CENTER AND 2.75 MI (4.43 KM) NORTHWEST FROM WICKFORD
 LW5671'CENTER ON STATE RIGHT-OF-WAY.  TO REACH THE STATION FROM ABOUT
 LW5671'2.75 MI (4.43 KM) NORTHWEST OF WICKFORD CENTER AT THE STATE
 LW5671'HIGHWAY 4 OVERPASS CROSSING STATE HIGHWAYS 102 AND 2, GO TO THE
 LW5671'NORTHEAST CORNER OF THE OVERPASS AND THE STATION TO THE NORTH.
 LW5671'NOTE---THERE IS NO BREAKDOWN LANE IN THE IMMEDIATE VICINITY OF THE
 LW5671'MARK AND ONE SHOULD PULL AHEAD TO A SAFE LOCATION BEFORE
 LW5671'STOPPING.  A STANDARD RIGS DISK SET INTO THE TOP OF A 30 CM
 LW5671'DIAMETER CONCRETE POST FLUSH WITH GROUND.  IT IS, 24.4 M (80.1 FT)
 LW5671'SOUTH-SOUTHEAST FROM THE CENTER OF A CATCH BASIN, 14.5 M (47.6 FT)
 LW5671'NORTH OF THE NORTHEAST ENDWALL OF THE OVERPASS, 8.4 M (27.6 FT)
 LW5671'EAST-NORTHEAST FROM THE CENTERLINE OF HIGHWAY 4 NORTHBOUND
 LW5671'AND 5.6 M (18.4 FT) NORTH FROM THE CENTER OF A ROUND ELECTRICAL
 LW5671'HANDHOLE.  DESCRIBED BY PHILIP V. DERCOLE.
 LW5671'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5673 ***********************************************************************
 LW5673  DESIGNATION -  NK 005
 LW5673  PID         -  LW5673
 LW5673  STATE/COUNTY-  RI/WASHINGTON
 LW5673  USGS QUAD   -  SLOCUM (1975)
 LW5673
 LW5673                         *CURRENT SURVEY CONTROL
 LW5673  ___________________________________________________________________
 LW5673* NAD 83(1996)-  41 34 45.50648(N)    071 30 23.57537(W)     ADJUSTED  
 LW5673* NAVD 88     -        45.726  (meters)     150.02   (feet)  ADJUSTED  
 LW5673  ___________________________________________________________________
 LW5673  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 LW5673  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW5673  DYNAMIC HT  -          45.710 (meters)     149.97  (feet)  COMP
 LW5673  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 LW5673
 LW5673  HORZ ORDER  -  SECOND
 LW5673  VERT ORDER  -  SECOND    CLASS II
 LW5673
 LW5673.The horizontal coordinates were established by classical geodetic methods
 LW5673.and adjusted by the National Geodetic Survey in August 1998..
 LW5673
 LW5673.The orthometric height was determined by differential leveling
 LW5673.and adjusted by the National Geodetic Survey in April 1995..
 LW5673
 LW5673.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5673
 LW5673.The geoid height was determined by GEOID03.
 LW5673
 LW5673.The dynamic height is computed by dividing the NAVD 88
 LW5673.geopotential number by the normal gravity value computed on the
 LW5673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5673.degrees latitude (g = 980.6199 gals.).
 LW5673
 LW5673.The modeled gravity was interpolated from observed gravity values.
 LW5673
 LW5673;                    North         East     Units Scale Factor Converg.
 LW5673;SPC RI       -    55,082.709    99,453.879   MT  0.99999375   -0 00 15.6
 LW5673;SPC RI       -   180,717.19    326,291.60   sFT  0.99999375   -0 00 15.6
 LW5673;UTM  19      - 4,606,103.296   291,043.868   MT  1.00013735   -1 39 50.7
 LW5673
 LW5673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5673!SPC RI       -   0.99999755  x   0.99999375  =   0.99999130
 LW5673!UTM  19      -   0.99999755  x   1.00013735  =   1.00013490
 LW5673
 LW5673                          SUPERSEDED SURVEY CONTROL
 LW5673
 LW5673  NAD 83(1996)-  41 34 45.50555(N)    071 30 23.57472(W) AD(       ) 2
 LW5673  NAD 83(1992)-  41 34 45.50505(N)    071 30 23.57459(W) AD(       ) 2
 LW5673  NAD 83(1992)-  41 34 45.50438(N)    071 30 23.57457(W) AD(       ) 2
 LW5673  NAD 83(1986)-  41 34 45.50443(N)    071 30 23.57434(W) AD(       ) 2
 LW5673  NGVD 29 (06/03/94)   46.02   (m)          151.0    (f) LEVELING    3  
 LW5673
 LW5673.Superseded values are not recommended for survey control.
 LW5673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5673.See file dsdata.txt to determine how the superseded data were derived.
 LW5673
 LW5673_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9104406103(NAD 83)
 LW5673_MARKER: DD = SURVEY DISK
 LW5673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5673_SP_SET: CONCRETE POST
 LW5673_STAMPING: NK 005 1988
 LW5673_MARK LOGO: RIGS  
 LW5673_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5673+STABILITY: SURFACE MOTION
 LW5673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW5673+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LW5673
 LW5673  HISTORY     - Date     Condition        Report By
 LW5673  HISTORY     - 1988     MONUMENTED       RIGS
 LW5673  HISTORY     - 19971001 GOOD             USPSQD
 LW5673  HISTORY     - 20051113 GOOD             USPSQD
 LW5673
 LW5673                          STATION DESCRIPTION
 LW5673
 LW5673'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5673'THE STATION IS LOCATED ABOUT 4.6 KM (2.85 MI) WEST NORTHWEST OF
 LW5673'WICKFORD CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE
 LW5673'STATE HIGHWAY 4 BRIDGE OVER STATE HIGHWAYS 102 AND 2, GO WEST FOR 0.4
 LW5673'KM (0.25 MI) ON HIGHWAY 102 AND 2 TO THE STATION ON THE LEFT.  IT IS
 LW5673'20.0 M (65.6 FT) WEST FROM THE WEST CORNER OF A CEMETERY, 11.5 M
 LW5673'(37.7 FT) SOUTH SOUTHWEST FROM THE CENTERLINE OF HIGHWAY 102 AND 2,
 LW5673'8.2 M (26.9 FT) NORTH NORTHEAST FROM A TRIPLE TRUNK WHITE BIRCH TREE
 LW5673'IN A PINE GROVE, 1.5 M (4.9 FT) NORTH NORTHWEST FROM A FIBERGLASS
 LW5673'WITNESS POST.  MARK IS FLUSH WITH THE SURROUNDING GROUND.
 LW5673
 LW5673                          STATION RECOVERY (1997)
 LW5673
 LW5673'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5673'RECOVERED IN GOOD CONDITION.
 LW5673
 LW5673                          STATION RECOVERY (2005)
 LW5673
 LW5673'RECOVERY NOTE BY US POWER SQUADRON 2005 (TC)
 LW5673'WITNESS POST BROKEN AT GROUND LEVEL AND LEANING AT 45 DEGREES. TRIPLE
 LW5673'TRUNK BIRCH STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5674 ***********************************************************************
 LW5674  DESIGNATION -  NK 006
 LW5674  PID         -  LW5674
 LW5674  STATE/COUNTY-  RI/WASHINGTON
 LW5674  USGS QUAD   -  SLOCUM (1975)
 LW5674
 LW5674                         *CURRENT SURVEY CONTROL
 LW5674  ___________________________________________________________________
 LW5674* NAD 83(1996)-  41 34 36.17529(N)    071 30 43.97195(W)     ADJUSTED  
 LW5674* NAVD 88     -        58.201  (meters)     190.95   (feet)  ADJUSTED  
 LW5674  ___________________________________________________________________
 LW5674  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 LW5674  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW5674  DYNAMIC HT  -          58.181 (meters)     190.88  (feet)  COMP
 LW5674  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LW5674
 LW5674  HORZ ORDER  -  SECOND
 LW5674  VERT ORDER  -  SECOND    CLASS II
 LW5674
 LW5674.The horizontal coordinates were established by classical geodetic methods
 LW5674.and adjusted by the National Geodetic Survey in August 1998..
 LW5674
 LW5674.The orthometric height was determined by differential leveling
 LW5674.and adjusted by the National Geodetic Survey in April 1995..
 LW5674
 LW5674.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5674
 LW5674.The geoid height was determined by GEOID03.
 LW5674
 LW5674.The dynamic height is computed by dividing the NAVD 88
 LW5674.geopotential number by the normal gravity value computed on the
 LW5674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5674.degrees latitude (g = 980.6199 gals.).
 LW5674
 LW5674.The modeled gravity was interpolated from observed gravity values.
 LW5674
 LW5674;                    North         East     Units Scale Factor Converg.
 LW5674;SPC RI       -    54,794.882    98,981.353   MT  0.99999376   -0 00 29.2
 LW5674;SPC RI       -   179,772.88    324,741.32   sFT  0.99999376   -0 00 29.2
 LW5674;UTM  19      - 4,605,829.236   290,563.135   MT  1.00013982   -1 40 04.0
 LW5674
 LW5674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5674!SPC RI       -   0.99999559  x   0.99999376  =   0.99998935
 LW5674!UTM  19      -   0.99999559  x   1.00013982  =   1.00013541
 LW5674
 LW5674                          SUPERSEDED SURVEY CONTROL
 LW5674
 LW5674  NAD 83(1996)-  41 34 36.17434(N)    071 30 43.97129(W) AD(       ) 2
 LW5674  NAD 83(1992)-  41 34 36.17386(N)    071 30 43.97116(W) AD(       ) 2
 LW5674  NAD 83(1992)-  41 34 36.17318(N)    071 30 43.97114(W) AD(       ) 2
 LW5674  NAD 83(1986)-  41 34 36.17323(N)    071 30 43.97106(W) AD(       ) 2
 LW5674  NGVD 29 (06/03/94)   58.50   (m)          191.9    (f) LEVELING    3  
 LW5674
 LW5674.Superseded values are not recommended for survey control.
 LW5674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5674.See file dsdata.txt to determine how the superseded data were derived.
 LW5674
 LW5674_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9056305829(NAD 83)
 LW5674_MARKER: DD = SURVEY DISK
 LW5674_SETTING: 80 = SET IN A BOULDER
 LW5674_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 LW5674_STAMPING: NK 006 1988
 LW5674_MARK LOGO: RIGS  
 LW5674_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5674+STABILITY: SURFACE MOTION
 LW5674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW5674+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2005
 LW5674
 LW5674  HISTORY     - Date     Condition        Report By
 LW5674  HISTORY     - 1988     MONUMENTED       RIGS
 LW5674  HISTORY     - 19971001 GOOD             USPSQD
 LW5674  HISTORY     - 20051016 GOOD             USPSQD
 LW5674  HISTORY     - 20051113 GOOD             USPSQD
 LW5674
 LW5674                          STATION DESCRIPTION
 LW5674
 LW5674'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5674'THE STATION IS LOCATED ABOUT 4.35 KM (2.70 MI) NORTHWEST OF
 LW5674'BELLEVILLE CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE
 LW5674'STATE HIGHWAY 4 BRIDGE OVER STATE HIGHWAY 102 AND 2, GO WEST FOR 0.97
 LW5674'KM (0.60 MI) ON HIGHWAY 102 AND 2 TO THE STATION ON THE LEFT.  IT IS
 LW5674'25.6 M (84.0 FT) NORTH NORTHWEST FROM AN NET+T AND NEC POLE 1544,
 LW5674'11.0 M (36.1 FT) NORTH NORTHWEST FROM THE CENTERLINE OF A DEAD END
 LW5674'ROAD, 10.3 M (33.8 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY 102 AND
 LW5674'2, 1.8 M (5.9 FT) NORTH FROM A FIBERGLASS WITNESS POST.  MARK IS SET
 LW5674'INTO A PARTIALLY EXPOSED BOULDER OF 0.6 M (2.0 FT) AT ITS LARGEST
 LW5674'DIMENSION.
 LW5674
 LW5674                          STATION RECOVERY (1997)
 LW5674
 LW5674'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5674'RECOVERED IN GOOD CONDITION.
 LW5674
 LW5674                          STATION RECOVERY (2005)
 LW5674
 LW5674'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLC)
 LW5674'STATION IS ACROSS HIGHWAY FROM ENTRANCE TO ROLLING GREEN GOLF CLUB.
 LW5674'WITNESS POST MISSING. ONLYT 12 INCHES BY 6 INCHES OF ROCK REMAINS
 LW5674'ABOVE GROUND LEVEL.  STATION IS 6 FEET WNW OF 22 INCH DIAMETER OAK
 LW5674'TREE.
 LW5674
 LW5674                          STATION RECOVERY (2005)
 LW5674
 LW5674'RECOVERY NOTE BY US POWER SQUADRON 2005 (TC)
 LW5674'STATION LOCATED ACCROSS HIGHWAY FROM ROLLING GREEN GOLF CLUB.  WITNESS
 LW5674'POST MISSING. ONLY 6 IN BY 12 IN SECTION OF ROCK NOW EXPOSED. STATION
 LW5674'IS 6 FT WNW FROM 22 IN DIAMETER OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5556 ***********************************************************************
 LW5556  DESIGNATION -  NK 007
 LW5556  PID         -  LW5556
 LW5556  STATE/COUNTY-  RI/WASHINGTON
 LW5556  USGS QUAD   -  SLOCUM (1975)
 LW5556
 LW5556                         *CURRENT SURVEY CONTROL
 LW5556  ___________________________________________________________________
 LW5556* NAD 83(1996)-  41 34 35.17186(N)    071 30 54.22814(W)     ADJUSTED  
 LW5556* NAVD 88     -        64.938  (meters)     213.05   (feet)  ADJUSTED  
 LW5556  ___________________________________________________________________
 LW5556  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 LW5556  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW5556  DYNAMIC HT  -          64.916 (meters)     212.98  (feet)  COMP
 LW5556  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 LW5556
 LW5556  HORZ ORDER  -  SECOND
 LW5556  VERT ORDER  -  SECOND    CLASS II
 LW5556
 LW5556.The horizontal coordinates were established by classical geodetic methods
 LW5556.and adjusted by the National Geodetic Survey in August 1998..
 LW5556.No horizontal observational check was made to the station.
 LW5556
 LW5556.The orthometric height was determined by differential leveling
 LW5556.and adjusted by the National Geodetic Survey in April 1995..
 LW5556
 LW5556.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5556
 LW5556.The geoid height was determined by GEOID03.
 LW5556
 LW5556.The dynamic height is computed by dividing the NAVD 88
 LW5556.geopotential number by the normal gravity value computed on the
 LW5556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5556.degrees latitude (g = 980.6199 gals.).
 LW5556
 LW5556.The modeled gravity was interpolated from observed gravity values.
 LW5556
 LW5556;                    North         East     Units Scale Factor Converg.
 LW5556;SPC RI       -    54,763.962    98,743.754   MT  0.99999377   -0 00 36.0
 LW5556;SPC RI       -   179,671.43    323,961.80   sFT  0.99999377   -0 00 36.0
 LW5556;UTM  19      - 4,605,805.207   290,324.705   MT  1.00014105   -1 40 10.7
 LW5556
 LW5556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5556!SPC RI       -   0.99999454  x   0.99999377  =   0.99998831
 LW5556!UTM  19      -   0.99999454  x   1.00014105  =   1.00013559
 LW5556
 LW5556                          SUPERSEDED SURVEY CONTROL
 LW5556
 LW5556  NAD 83(1996)-  41 34 35.17091(N)    071 30 54.22748(W) AD(       ) 2
 LW5556  NAD 83(1992)-  41 34 35.17043(N)    071 30 54.22738(W) AD(       ) 2
 LW5556  NAD 83(1992)-  41 34 35.16975(N)    071 30 54.22736(W) AD(       ) 2
 LW5556  NAD 83(1986)-  41 34 35.16977(N)    071 30 54.22732(W) AD(       ) 2
 LW5556  NGVD 29 (07/30/91)   65.21   (m)          213.9    (f) LEVELING    3  
 LW5556
 LW5556.Superseded values are not recommended for survey control.
 LW5556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5556.See file dsdata.txt to determine how the superseded data were derived.
 LW5556
 LW5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9032505805(NAD 83)
 LW5556_MARKER: DD = SURVEY DISK
 LW5556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5556_SP_SET: CONCRETE POST
 LW5556_STAMPING: NK 007 1988
 LW5556_MARK LOGO: RIGS  
 LW5556_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5556+STABILITY: SURFACE MOTION
 LW5556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW5556+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2005
 LW5556
 LW5556  HISTORY     - Date     Condition        Report By
 LW5556  HISTORY     - 1988     MONUMENTED       RIGS
 LW5556  HISTORY     - 19880701 GOOD             RIGS
 LW5556  HISTORY     - 19971001 GOOD             USPSQD
 LW5556  HISTORY     - 20040420 GOOD             USPSQD
 LW5556  HISTORY     - 20051016 GOOD             USPSQD
 LW5556
 LW5556                          STATION DESCRIPTION
 LW5556
 LW5556'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5556'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTHWEST OF ALLENTON
 LW5556'CENTER. OWNERSHIP-- STATE RIGHT OF WAY.
 LW5556'TO REACH FROM THE STATE HIGHWAY 4 BRIDGE OVER STATE HIGHWAY 102 AND 2,
 LW5556'GO WEST FOR 1.2 KM (0.75 MI) ON HIGHWAY 102 AND 2 TO THE STATION ON
 LW5556'THE RIGHT. IT IS 40.5 M (132.9 FT) EAST FROM AN NEC LIGHT POLE 4089,
 LW5556'13.0 M (42.7 FT) NORTH FROM THE CENTERLINE OF HIGHWAY 102 AND 2, 4.55
 LW5556'M (14.9 FT) SOUTHEAST FROM A SUPPORT POST HOLDING A SUNOCO SIGN, 1.15
 LW5556'M (3.8 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 LW5556'MARK IS FLUSH WITH THE SURROUNDING GROUND.
 LW5556
 LW5556                          STATION RECOVERY (1988)
 LW5556
 LW5556'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5556'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTHWEST OF ALLENTON
 LW5556'CENTER.  OWNERSHIP-- STATE RIGHT OF WAY.  TO REACH FROM THE STATE
 LW5556'HIGHWAY 4 BRIDGE OVER STATE HIGHWAY 102 AND 2, GO WEST FOR 1.2 KM
 LW5556'(0.75 MI) ON HIGHWAY 102 AND 2 TO THE STATION ON THE RIGHT.  IT IS
 LW5556'40.5 M (132.9 FT) EAST FROM AN NEC LIGHT POLE 4089, 13.0 M (42.7 FT)
 LW5556'NORTH FROM THE CENTERLINE OF HIGHWAY 102 AND 2, 4.55 M (14.9 FT)
 LW5556'SOUTHEAST FROM A SUPPORT POST HOLDING A SUNOCO SIGN, 1.15 M (3.8 FT)
 LW5556'SOUTH FROM A FIBERGLASS WITNESS POST.  MARK IS FLUSH WITH THE
 LW5556'SURROUNDING GROUND.
 LW5556
 LW5556                          STATION RECOVERY (1997)
 LW5556
 LW5556'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5556'RECOVERED IN GOOD CONDITION.
 LW5556
 LW5556                          STATION RECOVERY (2004)
 LW5556
 LW5556'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW5556'RECOVERED IN GOOD CONDITION.
 LW5556
 LW5556                          STATION RECOVERY (2005)
 LW5556
 LW5556'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLC)
 LW5556'WITNESS POST IS IN EDGE OF WOODS. NEC POLE HAS BEEN DESTROYED, ONLY
 LW5556'BROKEN STUMP REMAINS. SUNOCO SIGN HAS BEEN REMOVED.  STATION IS ABOUT
 LW5556'198 FEET EAST FROM BELL ATLANTIC POLE 147 AND ABOUT 85 FEET FROM
 LW5556'MIDDLE OF RESTAURANT PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5557 ***********************************************************************
 LW5557  DESIGNATION -  NK 008
 LW5557  PID         -  LW5557
 LW5557  STATE/COUNTY-  RI/WASHINGTON
 LW5557  USGS QUAD   -  WICKFORD (1995)
 LW5557
 LW5557                         *CURRENT SURVEY CONTROL
 LW5557  ___________________________________________________________________
 LW5557* NAD 83(1996)-  41 31 36.68941(N)    071 26 07.28273(W)     ADJUSTED  
 LW5557* NAVD 88     -        32.3    (meters)     106.     (feet)  VERTCON   
 LW5557  ___________________________________________________________________
 LW5557  X           -   1,522,467.196 (meters)                     COMP
 LW5557  Y           -  -4,533,171.377 (meters)                     COMP
 LW5557  Z           -   4,206,407.374 (meters)                     COMP
 LW5557  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW5557  ELLIP HEIGHT-           2.21  (meters)          (06/13/02) GPS OBS
 LW5557  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW5557
 LW5557  HORZ ORDER  -  THIRD
 LW5557  ELLP ORDER  -  FOURTH    CLASS II
 LW5557
 LW5557.The horizontal coordinates were established by GPS observations
 LW5557.and adjusted by the National Geodetic Survey in August 1998..
 LW5557
 LW5557.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5557
 LW5557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5557
 LW5557.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5557
 LW5557.The ellipsoidal height was determined by GPS observations
 LW5557.and is referenced to NAD 83.
 LW5557
 LW5557.The geoid height was determined by GEOID03.
 LW5557
 LW5557;                    North         East     Units Scale Factor Converg.
 LW5557;SPC RI       -    49,259.494   105,395.236   MT  0.99999411   +0 02 34.3
 LW5557;SPC RI       -   161,612.19    345,784.20   sFT  0.99999411   +0 02 34.3
 LW5557;UTM  19      - 4,600,109.756   296,814.905   MT  1.00010808   -1 36 54.4
 LW5557
 LW5557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5557!SPC RI       -   0.99999965  x   0.99999411  =   0.99999376
 LW5557!UTM  19      -   0.99999965  x   1.00010808  =   1.00010773
 LW5557
 LW5557                          SUPERSEDED SURVEY CONTROL
 LW5557
 LW5557  ELLIP H (08/17/98)    2.22   (m)                       GP(       ) 4 1
 LW5557  NAD 83(1996)-  41 31 36.68874(N)    071 26 07.28190(W) AD(       ) 3
 LW5557  NAD 83(1992)-  41 31 36.68790(N)    071 26 07.28201(W) AD(       ) 3
 LW5557  ELLIP H (01/17/96)    2.17   (m)                       GP(       ) 4 2
 LW5557  NAD 83(1992)-  41 31 36.68726(N)    071 26 07.28191(W) AD(       ) 3
 LW5557  NAD 83(1986)-  41 31 36.68737(N)    071 26 07.28046(W) AD(       ) 3
 LW5557  NGVD 29 (07/30/91)   32.6    (m)          107.     (f) GPS OBS        
 LW5557
 LW5557.Superseded values are not recommended for survey control.
 LW5557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5557.See file dsdata.txt to determine how the superseded data were derived.
 LW5557
 LW5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9681500110(NAD 83)
 LW5557_MARKER: DD = SURVEY DISK
 LW5557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5557_SP_SET: CONCRETE POST
 LW5557_STAMPING: NK 008 1989
 LW5557_MARK LOGO: RIGS  
 LW5557_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5557+STABILITY: SURFACE MOTION
 LW5557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5557+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5557
 LW5557  HISTORY     - Date     Condition        Report By
 LW5557  HISTORY     - 1989     MONUMENTED       RIGS
 LW5557
 LW5557                          STATION DESCRIPTION
 LW5557
 LW5557'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5557'THE STATION IS LOCATED ABOUT 2.33 KM (1.45 MI) NORTHWEST OF
 LW5557'SAUNDERSTOWN CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND
 LW5557'GEODETIC SURVEY,401 277-2814.
 LW5557'TO REACH FROM STATE HIGHWAY 138 UNDER THE U S HIGHWAY 1 OVERPASS, GO
 LW5557'EAST 2.65 KM (1.65 MI) ON STATE HIGHWAY 138 TO THE STATION ON THE
 LW5557'RIGHT.
 LW5557'THERE ARE FUTURE PLANS FOR THE RECONSTRUCTION OF HIGHWAY 138.
 LW5557'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF ROUND CONCRETE
 LW5557'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 17.67 M
 LW5557'(58.0 FT) NORTHWEST FROM A ROUND CATCH BASIN AT THE END OF A SPILLWAY,
 LW5557'17.35 M (56.9 FT) WEST FROM A SPILLWAY AT THE EDGE OF PAVEMENT, 11.5 M
 LW5557'(37.7 FT) SOUTHWEST FROM THE CENTERLINE OF HIGHWAY 138, 4.75 M
 LW5557'(15.6 FT) SOUTHWEST FROM THE PRESENT EDGE OF PAVEMENT, 1.1 M (3.6 FT)
 LW5557'NORTHEAST FROM A FIBERGLASS WITNESS POST AND ABOUT 0.2 M (0.7 FT)
 LW5557'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5558 ***********************************************************************
 LW5558  DESIGNATION -  NK 009
 LW5558  PID         -  LW5558
 LW5558  STATE/COUNTY-  RI/WASHINGTON
 LW5558  USGS QUAD   -  WICKFORD (1995)
 LW5558
 LW5558                         *CURRENT SURVEY CONTROL
 LW5558  ___________________________________________________________________
 LW5558* NAD 83(1996)-  41 33 49.90936(N)    071 29 24.01730(W)     ADJUSTED  
 LW5558* NAVD 88     -        35.63   (+/-2cm)     116.9    (feet)  VERTCON   
 LW5558  ___________________________________________________________________
 LW5558  X           -   1,517,278.205 (meters)                     COMP
 LW5558  Y           -  -4,532,038.984 (meters)                     COMP
 LW5558  Z           -   4,209,485.616 (meters)                     COMP
 LW5558  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 LW5558  ELLIP HEIGHT-           5.51  (meters)          (06/13/02) GPS OBS
 LW5558  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW5558
 LW5558  HORZ ORDER  -  THIRD
 LW5558  VERT ORDER  -  THIRD ? (See Below)
 LW5558  ELLP ORDER  -  FOURTH    CLASS II
 LW5558
 LW5558.The horizontal coordinates were established by GPS observations
 LW5558.and adjusted by the National Geodetic Survey in August 1998..
 LW5558
 LW5558.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5558.The vertical order pertains to the NGVD 29 superseded value.
 LW5558
 LW5558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5558
 LW5558.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5558
 LW5558.The ellipsoidal height was determined by GPS observations
 LW5558.and is referenced to NAD 83.
 LW5558
 LW5558.The geoid height was determined by GEOID03.
 LW5558
 LW5558;                    North         East     Units Scale Factor Converg.
 LW5558;SPC RI       -    53,367.500   100,833.735   MT  0.99999376   +0 00 23.9
 LW5558;SPC RI       -   175,089.87    330,818.68   sFT  0.99999376   +0 00 23.9
 LW5558;UTM  19      - 4,604,348.600   292,373.661   MT  1.00013053   -1 39 09.3
 LW5558
 LW5558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5558!SPC RI       -   0.99999914  x   0.99999376  =   0.99999290
 LW5558!UTM  19      -   0.99999914  x   1.00013053  =   1.00012967
 LW5558
 LW5558                          SUPERSEDED SURVEY CONTROL
 LW5558
 LW5558  ELLIP H (08/17/98)    5.54   (m)                       GP(       ) 4 1
 LW5558  NAD 83(1996)-  41 33 49.90842(N)    071 29 24.01663(W) AD(       ) 3
 LW5558  NAD 83(1992)-  41 33 49.90793(N)    071 29 24.01654(W) AD(       ) 3
 LW5558  ELLIP H (01/17/96)    5.49   (m)                       GP(       ) 4 2
 LW5558  NAD 83(1992)-  41 33 49.90726(N)    071 29 24.01653(W) AD(       ) 3
 LW5558  NAD 83(1986)-  41 33 49.90718(N)    071 29 24.01610(W) AD(       ) 3
 LW5558  NGVD 29 (07/30/91)   35.90   (m)          117.8    (f) LEVELING    3  
 LW5558
 LW5558.Superseded values are not recommended for survey control.
 LW5558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5558.See file dsdata.txt to determine how the superseded data were derived.
 LW5558
 LW5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9237404349(NAD 83)
 LW5558_MARKER: DD = SURVEY DISK
 LW5558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5558_SP_SET: CONCRETE POST
 LW5558_STAMPING: NK 009 1989
 LW5558_MARK LOGO: RIGS  
 LW5558_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5558+STABILITY: SURFACE MOTION
 LW5558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5558+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 LW5558
 LW5558  HISTORY     - Date     Condition        Report By
 LW5558  HISTORY     - 1989     MONUMENTED       RIGS
 LW5558  HISTORY     - 20051113 GOOD             USPSQD
 LW5558
 LW5558                          STATION DESCRIPTION
 LW5558
 LW5558'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5558'THE STATION IS LOCATED ABOUT 2.24 KM (1.40 MI) NORTHWEST OF BELLEVILLE
 LW5558'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5558'SURVEY,401 277-2814.
 LW5558'TO REACH FROM THE STATE HIGHWAY 4 BRIDGE OVER STATE HIGHWAY 102, GO
 LW5558'SOUTH 2.25 KM (1.40 MI) ON HIGHWAY 4 TO THE STATION ON THE LEFT, NEAR
 LW5558'THE TOP OF A SLOPE.
 LW5558'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5558'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 28.64
 LW5558'M (94.0 FT) EAST FROM THE CENTERLINE OF THE NORTHBOUND AND SOUTHBOUND
 LW5558'LANES OF HIGHWAY 4, 14.96 M (49.1 FT) SOUTHEAST FROM THE EAST SUPPORT
 LW5558'POST OF A HIGHWAY EXIT SIGN, 7.0 M (23.0 FT) WEST FROM A WIRE RIGHT OF
 LW5558'WAY FENCE, 2.45 M (8.0 FT) WEST FROM A FIBERGLASS WITNESS POST AND
 LW5558'ABOUT 1.5 M (4.9 FT)ABOVE THE LEVEL OF THE ROAD.
 LW5558
 LW5558                          STATION RECOVERY (2005)
 LW5558
 LW5558'RECOVERY NOTE BY US POWER SQUADRON 2005 (TC)
 LW5558'LOCATED 0.2 MI NORTH OF OAK HILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5559 ***********************************************************************
 LW5559  DESIGNATION -  NK 010
 LW5559  PID         -  LW5559
 LW5559  STATE/COUNTY-  RI/WASHINGTON
 LW5559  USGS QUAD   -  WICKFORD (1995)
 LW5559
 LW5559                         *CURRENT SURVEY CONTROL
 LW5559  ___________________________________________________________________
 LW5559* NAD 83(1996)-  41 33 21.47258(N)    071 29 19.12648(W)     ADJUSTED  
 LW5559* NAVD 88     -        26.29   (+/-2cm)      86.3    (feet)  VERTCON   
 LW5559  ___________________________________________________________________
 LW5559  X           -   1,517,568.233 (meters)                     COMP
 LW5559  Y           -  -4,532,548.285 (meters)                     COMP
 LW5559  Z           -   4,208,822.966 (meters)                     COMP
 LW5559  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 LW5559  ELLIP HEIGHT-          -3.82  (meters)          (06/13/02) GPS OBS
 LW5559  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW5559
 LW5559  HORZ ORDER  -  THIRD
 LW5559  VERT ORDER  -  THIRD ? (See Below)
 LW5559  ELLP ORDER  -  FOURTH    CLASS II
 LW5559
 LW5559.The horizontal coordinates were established by GPS observations
 LW5559.and adjusted by the National Geodetic Survey in August 1998..
 LW5559
 LW5559.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5559.The vertical order pertains to the NGVD 29 superseded value.
 LW5559
 LW5559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5559
 LW5559.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5559
 LW5559.The ellipsoidal height was determined by GPS observations
 LW5559.and is referenced to NAD 83.
 LW5559
 LW5559.The geoid height was determined by GEOID03.
 LW5559
 LW5559;                    North         East     Units Scale Factor Converg.
 LW5559;SPC RI       -    52,490.207   100,947.173   MT  0.99999376   +0 00 27.1
 LW5559;SPC RI       -   172,211.62    331,190.85   sFT  0.99999376   +0 00 27.1
 LW5559;UTM  19      - 4,603,468.271   292,461.663   MT  1.00013008   -1 39 05.2
 LW5559
 LW5559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5559!SPC RI       -   1.00000060  x   0.99999376  =   0.99999436
 LW5559!UTM  19      -   1.00000060  x   1.00013008  =   1.00013068
 LW5559
 LW5559                          SUPERSEDED SURVEY CONTROL
 LW5559
 LW5559  ELLIP H (08/17/98)   -3.80   (m)                       GP(       ) 4 1
 LW5559  NAD 83(1996)-  41 33 21.47165(N)    071 29 19.12583(W) AD(       ) 3
 LW5559  NAD 83(1992)-  41 33 21.47115(N)    071 29 19.12572(W) AD(       ) 3
 LW5559  ELLIP H (01/17/96)   -3.85   (m)                       GP(       ) 4 2
 LW5559  NAD 83(1992)-  41 33 21.47048(N)    071 29 19.12569(W) AD(       ) 3
 LW5559  NAD 83(1986)-  41 33 21.47039(N)    071 29 19.12516(W) AD(       ) 3
 LW5559  NGVD 29 (07/30/91)   26.56   (m)           87.1    (f) LEVELING    3  
 LW5559
 LW5559.Superseded values are not recommended for survey control.
 LW5559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5559.See file dsdata.txt to determine how the superseded data were derived.
 LW5559
 LW5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9246203468(NAD 83)
 LW5559_MARKER: DD = SURVEY DISK
 LW5559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5559_SP_SET: CONCRETE POST
 LW5559_STAMPING: NK 010 1989
 LW5559_MARK LOGO: RIGS  
 LW5559_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5559+STABILITY: SURFACE MOTION
 LW5559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5559+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 LW5559
 LW5559  HISTORY     - Date     Condition        Report By
 LW5559  HISTORY     - 1989     MONUMENTED       RIGS
 LW5559  HISTORY     - 20051113 GOOD             USPSQD
 LW5559
 LW5559                          STATION DESCRIPTION
 LW5559
 LW5559'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5559'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) WEST OF BELLEVILLE
 LW5559'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY,
 LW5559'401 277-2814.
 LW5559'TO REACH THE STATION FROM THE STATE HIGHWAY 4 BRIDGE OVER STATE
 LW5559'HIGHWAY 102/2, GO SOUTH 3.2 KM (2.00 MI) ON HIGHWAY 4 TO THE STATION
 LW5559'ON THE RIGHT ABOUT HALF WAY UP THE SLOPE.
 LW5559'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5559'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 5 CM ABOVE THE GROUND.
 LW5559'IT IS 41.5 M (136.2 FT) SOUTH FROM A LONE CONIFER ABOUT HALF WAY UP
 LW5559'THE SLOPE, 24.4 M (80.1 FT) WEST FROM THE CENTER OF THE TWO TRAVEL
 LW5559'LANES OF HIGHWAY 4 SOUTHBOUND, 19.2 M (63.0 FT) EAST FROM THE TOP OF
 LW5559'THE SLOPE AT THE TREELINE, 2.3 M (7.5 FT) EAST FROM A FIBERGLASS
 LW5559'WITNESS POST AND ABOUT 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LW5559
 LW5559                          STATION RECOVERY (2005)
 LW5559
 LW5559'RECOVERY NOTE BY US POWER SQUADRON 2005 (TC)
 LW5559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5560 ***********************************************************************
 LW5560  DESIGNATION -  NK 011
 LW5560  PID         -  LW5560
 LW5560  STATE/COUNTY-  RI/WASHINGTON
 LW5560  USGS QUAD   -  SLOCUM (1975)
 LW5560
 LW5560                         *CURRENT SURVEY CONTROL
 LW5560  ___________________________________________________________________
 LW5560* NAD 83(1996)-  41 34 18.97606(N)    071 31 01.12178(W)     ADJUSTED  
 LW5560* NAVD 88     -        69.4    (meters)     228.     (feet)  VERTCON   
 LW5560  ___________________________________________________________________
 LW5560  X           -   1,514,963.836 (meters)                     COMP
 LW5560  Y           -  -4,532,212.412 (meters)                     COMP
 LW5560  Z           -   4,210,178.924 (meters)                     COMP
 LW5560  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 LW5560  ELLIP HEIGHT-          39.25  (meters)          (06/13/02) GPS OBS
 LW5560  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW5560
 LW5560  HORZ ORDER  -  THIRD
 LW5560  ELLP ORDER  -  FOURTH    CLASS II
 LW5560
 LW5560.The horizontal coordinates were established by GPS observations
 LW5560.and adjusted by the National Geodetic Survey in August 1998..
 LW5560
 LW5560.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5560
 LW5560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5560
 LW5560.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5560
 LW5560.The ellipsoidal height was determined by GPS observations
 LW5560.and is referenced to NAD 83.
 LW5560
 LW5560.The geoid height was determined by GEOID03.
 LW5560
 LW5560;                    North         East     Units Scale Factor Converg.
 LW5560;SPC RI       -    54,264.332    98,583.958   MT  0.99999377   -0 00 40.6
 LW5560;SPC RI       -   178,032.23    323,437.54   sFT  0.99999377   -0 00 40.6
 LW5560;UTM  19      - 4,605,310.341   290,150.481   MT  1.00014195   -1 40 14.8
 LW5560
 LW5560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5560!SPC RI       -   0.99999384  x   0.99999377  =   0.99998761
 LW5560!UTM  19      -   0.99999384  x   1.00014195  =   1.00013579
 LW5560
 LW5560                          SUPERSEDED SURVEY CONTROL
 LW5560
 LW5560  ELLIP H (08/17/98)   39.27   (m)                       GP(       ) 4 1
 LW5560  NAD 83(1996)-  41 34 18.97510(N)    071 31 01.12111(W) AD(       ) 3
 LW5560  NAD 83(1992)-  41 34 18.97463(N)    071 31 01.12102(W) AD(       ) 3
 LW5560  ELLIP H (01/17/96)   39.23   (m)                       GP(       ) 4 2
 LW5560  NAD 83(1992)-  41 34 18.97395(N)    071 31 01.12103(W) AD(       ) 3
 LW5560  NAD 83(1986)-  41 34 18.97389(N)    071 31 01.12064(W) AD(       ) 3
 LW5560  NGVD 29 (07/30/91)   69.7    (m)          229.     (f) GPS OBS        
 LW5560
 LW5560.Superseded values are not recommended for survey control.
 LW5560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5560.See file dsdata.txt to determine how the superseded data were derived.
 LW5560
 LW5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9015005310(NAD 83)
 LW5560_MARKER: DD = SURVEY DISK
 LW5560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5560_SP_SET: CONCRETE POST
 LW5560_STAMPING: NK 011 1989
 LW5560_MARK LOGO: RIGS  
 LW5560_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5560+STABILITY: SURFACE MOTION
 LW5560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5560+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 LW5560
 LW5560  HISTORY     - Date     Condition        Report By
 LW5560  HISTORY     - 1989     MONUMENTED       RIGS
 LW5560  HISTORY     - 19980921 GOOD             USPSQD
 LW5560  HISTORY     - 20051113 GOOD             USPSQD
 LW5560
 LW5560                          STATION DESCRIPTION
 LW5560
 LW5560'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5560'THE STATION IS LOCATED ABOUT 2.24 KM (1.40 MI) SOUTHWEST OF WICKFORD
 LW5560'CENTER. OWNERSHIP--BALD HILL NURSERIES INC. VICTORY HIGHWAY EXETER,
 LW5560'401 884-0001.
 LW5560'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 102 AND 2 NEAR THE
 LW5560'EXETER/NORTH KINGSTON TOWN LINE, GO SOUTH 0.48 KM (0.30 MI) ON STATE
 LW5560'HIGHWAY 2 TO THE STATION ON THE RIGHT AT THE TOP OF AN EMBANKMENT.
 LW5560'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5560'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 23.33
 LW5560'M (76.5 FT) NORTHWEST FROM THE CENTERLINE OF HIGHWAY 2, 23.20 M
 LW5560'(76.1 FT) SOUTHWEST FROM THE FLANGED END OF A DRAINAGE PIPE, 15.23 M
 LW5560'(50.0 FT) NORTH NORTHWEST FROM A HYDRANT, 9.0 M (29.5 FT) SOUTHEAST
 LW5560'FROM THE NURSERY TREE LINE, 1.43 M (4.7 FT) NORTHWEST FROM A
 LW5560'FIBERGLASS WITNESS POST.
 LW5560
 LW5560                          STATION RECOVERY (1998)
 LW5560
 LW5560'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW5560'RECOVERED IN GOOD CONDITION.
 LW5560
 LW5560                          STATION RECOVERY (2005)
 LW5560
 LW5560'RECOVERY NOTE BY US POWER SQUADRON 2005 (TC)
 LW5560'STATION IS NOW ONE IN. BELOW SURFACE.  WITNESS POST IS IN 7 FT SHRUB
 LW5560'TREE.  REFERENCED FIRE HYDRANT IS SECOND HYNDRANT SOUTH OF JUNCTION OF
 LW5560'RT 102 AND RT 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2551 ***********************************************************************
 LW2551  DESIGNATION -  NO 10 RISFC 1956
 LW2551  PID         -  LW2551
 LW2551  STATE/COUNTY-  RI/KENT
 LW2551  USGS QUAD   -  EAST GREENWICH (1975)
 LW2551
 LW2551                         *CURRENT SURVEY CONTROL
 LW2551  ___________________________________________________________________
 LW2551* NAD 83(1996)-  41 44 33.76687(N)    071 22 45.69739(W)     ADJUSTED  
 LW2551* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2551  ___________________________________________________________________
 LW2551  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LW2551  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW2551
 LW2551  HORZ ORDER  -  THIRD
 LW2551
 LW2551.The horizontal coordinates were established by classical geodetic methods
 LW2551.and adjusted by the National Geodetic Survey in August 1998..
 LW2551
 LW2551.The orthometric height was scaled from a topographic map.
 LW2551
 LW2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2551
 LW2551.The geoid height was determined by GEOID03.
 LW2551
 LW2551;                    North         East     Units Scale Factor Converg.
 LW2551;SPC RI       -    73,238.538   110,035.184   MT  0.99999499   +0 04 49.2
 LW2551;SPC RI       -   240,283.44    361,007.10   sFT  0.99999499   +0 04 49.2
 LW2551;UTM  19      - 4,623,946.578   302,148.692   MT  1.00008173   -1 35 04.8
 LW2551
 LW2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2551!SPC RI       -   1.00000376  x   0.99999499  =   0.99999875
 LW2551!UTM  19      -   1.00000376  x   1.00008173  =   1.00008549
 LW2551
 LW2551:                Primary Azimuth Mark                     Grid Az
 LW2551:SPC RI       -  SABINE POINT LIGHTHOUSE                  008 38 54.2
 LW2551:UTM  19      -  SABINE POINT LIGHTHOUSE                  010 18 48.2
 LW2551
 LW2551|---------------------------------------------------------------------|
 LW2551| PID    Reference Object                     Distance      Geod. Az  |
 LW2551|                                                           dddmmss.s |
 LW2551| LW2729 SABINE POINT LIGHTHOUSE             APPROX. 2.2 KM 0084343.4 |
 LW2551| LW2358 WEST BARRINGTON WATER TANK          APPROX. 2.7 KM 0790955.0 |
 LW2551| LW2321 CONIMICUT LIGHTHOUSE                APPROX. 4.0 KM 1350358.3 |
 LW2551|---------------------------------------------------------------------|
 LW2551
 LW2551                          SUPERSEDED SURVEY CONTROL
 LW2551
 LW2551  NAD 83(1996)-  41 44 33.76659(N)    071 22 45.69725(W) AD(       ) 3
 LW2551  NAD 83(1992)-  41 44 33.76525(N)    071 22 45.69656(W) AD(       ) 3
 LW2551  NAD 83(1992)-  41 44 33.76495(N)    071 22 45.69657(W) AD(       ) 3
 LW2551  NAD 83(1986)-  41 44 33.76595(N)    071 22 45.69518(W) AD(       ) 3
 LW2551  NAD 27      -  41 44 33.44000(N)    071 22 47.55800(W) AD(       ) 3
 LW2551
 LW2551.Superseded values are not recommended for survey control.
 LW2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2551.See file dsdata.txt to determine how the superseded data were derived.
 LW2551
 LW2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0214923947(NAD 83)
 LW2551_MARKER: Z = SEE DESCRIPTION
 LW2551_SETTING: 0 = UNSPECIFIED SETTING
 LW2551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2551
 LW2551  HISTORY     - Date     Condition        Report By
 LW2551  HISTORY     - 1956     MONUMENTED       CGS
 LW2551  HISTORY     - 20060709 POOR             GEOCAC
 LW2551
 LW2551                          STATION DESCRIPTION
 LW2551
 LW2551'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2551'STATION IS ON THE WEST SIDE OF NARRAGANSETT BAY, ON THE BLUFF
 LW2551'AT GASPE POINT, ABOUT 1000 FEET SOUTHWEST OF THE EXTREMITY OF
 LW2551'THE POINT.  IT IS 96.4 FT. NORTHEAST OF THE SOUTHEAST CORNER OF
 LW2551'THE MOST SOUTHERLY OF THREE SUMMER COTTAGES, 34.0 FT. SOUTHWEST
 LW2551'OF THE END OF THE POINT OF THE BLUFF AND 12.0 FT. NORTHWEST OF
 LW2551'THE EDGE OF THE BLUFF ON THE SOUTHEAST SIDE.  IT IS ABOUT 20
 LW2551'FT. ABOVE MEAN HIGH WATER.
 LW2551'
 LW2551'STATION IS MARKED BY A RHODE ISLAND STATE COMMISSION OF SHELL
 LW2551'FISHERIES DISK STAMPED 10 SET IN THE TOP OF A 6 INCH SQUARE
 LW2551'GRANITE POST WHICH PROJECTS 9 INCHES ABOVE THE SURFACE OF THE
 LW2551'GROUND.
 LW2551'
 LW2551'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW2551
 LW2551                          STATION RECOVERY (2006)
 LW2551
 LW2551'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LW2551'THE CONCRETE POST IS LEANING.  CONDITION POOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3336 ***********************************************************************
 LW3336  DESIGNATION -  NO 10 USE
 LW3336  PID         -  LW3336
 LW3336  STATE/COUNTY-  RI/WASHINGTON
 LW3336  USGS QUAD   -  WATCH HILL (1984)
 LW3336
 LW3336                         *CURRENT SURVEY CONTROL
 LW3336  ___________________________________________________________________
 LW3336* NAD 83(1996)-  41 18 37.69230(N)    071 52 18.03407(W)     ADJUSTED  
 LW3336* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3336  ___________________________________________________________________
 LW3336  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 LW3336  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LW3336
 LW3336  HORZ ORDER  -  THIRD
 LW3336
 LW3336.The horizontal coordinates were established by classical geodetic methods
 LW3336.and adjusted by the National Geodetic Survey in August 1998..
 LW3336
 LW3336.The orthometric height was scaled from a topographic map.
 LW3336
 LW3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3336
 LW3336.The geoid height was determined by GEOID03.
 LW3336
 LW3336;                    North         East     Units Scale Factor Converg.
 LW3336;SPC RI       -    25,291.772    68,876.323   MT  1.00000567   -0 14 43.3
 LW3336;SPC RI       -    82,978.09    225,971.74   sFT  1.00000567   -0 14 43.3
 LW3336;SPC CT       -   205,763.629   378,348.751   MT  0.99999069   +0 34 56.6
 LW3336;SPC CT       -   675,076.17  1,241,299.19   sFT  0.99999069   +0 34 56.6
 LW3336;UTM  19      - 4,577,201.688   259,611.367   MT  1.00031123   -1 53 47.8
 LW3336
 LW3336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3336!SPC RI       -   1.00000486  x   1.00000567  =   1.00001053
 LW3336!SPC CT       -   1.00000486  x   0.99999069  =   0.99999555
 LW3336!UTM  19      -   1.00000486  x   1.00031123  =   1.00031609
 LW3336
 LW3336:                Primary Azimuth Mark                     Grid Az
 LW3336:SPC RI       -  FORT HILL                                059 17 28.5
 LW3336:SPC CT       -  FORT HILL                                058 27 48.6
 LW3336:UTM  19      -  FORT HILL                                060 56 33.0
 LW3336
 LW3336|---------------------------------------------------------------------|
 LW3336| PID    Reference Object                     Distance      Geod. Az  |
 LW3336|                                                           dddmmss.s |
 LW3336| LW3287 FORT HILL                           APPROX. 5.0 KM 0590245.2 |
 LW3336|---------------------------------------------------------------------|
 LW3336
 LW3336                          SUPERSEDED SURVEY CONTROL
 LW3336
 LW3336  NAD 83(1992)-  41 18 37.69099(N)    071 52 18.03323(W) AD(       ) 3
 LW3336  NAD 83(1986)-  41 18 37.69005(N)    071 52 18.03669(W) AD(       ) 3
 LW3336  NAD 27      -  41 18 37.33600(N)    071 52 19.79600(W) AD(       ) 3
 LW3336
 LW3336.Superseded values are not recommended for survey control.
 LW3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3336.See file dsdata.txt to determine how the superseded data were derived.
 LW3336
 LW3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5961177202(NAD 83)
 LW3336
 LW3336  HISTORY     - Date     Condition        Report By
 LW3336  HISTORY     - UNK      MONUMENTED
 LW3336  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3336  HISTORY     - 1948     MARK NOT FOUND   CGS
 LW3336
 LW3336                          STATION DESCRIPTION
 LW3336
 LW3336'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3336'THIS STATION IS LOCATED SOMEWHERE IN THE SAND BAR N AND E OF
 LW3336'NAPATREE POINT.  WAS UNABLE TO DISCOVER ANY EVIDENCE OF THE
 LW3336'EXISTENCE OF THIS STATION.
 LW3336
 LW3336                          STATION RECOVERY (1948)
 LW3336
 LW3336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3336'A SEARCH WAS MADE FOR THIS STATION AND IT WAS AGAIN VERIFIED
 LW3336'THAT THIS STATION IS LOST AS PREVIOUSLY REPORTED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3364 ***********************************************************************
 LW3364  DESIGNATION -  NO 7 USE
 LW3364  PID         -  LW3364
 LW3364  STATE/COUNTY-  RI/WASHINGTON
 LW3364  USGS QUAD   -  MYSTIC (1984)
 LW3364
 LW3364                         *CURRENT SURVEY CONTROL
 LW3364  ___________________________________________________________________
 LW3364* NAD 83(1996)-  41 19 32.91206(N)    071 53 18.86589(W)     ADJUSTED  
 LW3364* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3364  ___________________________________________________________________
 LW3364  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 LW3364  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3364
 LW3364  HORZ ORDER  -  THIRD
 LW3364
 LW3364.The horizontal coordinates were established by classical geodetic methods
 LW3364.and adjusted by the National Geodetic Survey in August 1998..
 LW3364
 LW3364.The orthometric height was scaled from a topographic map.
 LW3364
 LW3364.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3364
 LW3364.The geoid height was determined by GEOID03.
 LW3364
 LW3364;                    North         East     Units Scale Factor Converg.
 LW3364;SPC RI       -    27,001.494    67,468.955   MT  1.00000677   -0 15 23.7
 LW3364;SPC RI       -    88,587.40    221,354.40   sFT  1.00000677   -0 15 23.7
 LW3364;SPC CT       -   207,452.814   376,916.853   MT  0.99998969   +0 34 16.2
 LW3364;SPC CT       -   680,618.11  1,236,601.38   sFT  0.99998969   +0 34 16.2
 LW3364;UTM  19      - 4,578,951.802   258,253.438   MT  1.00031929   -1 54 30.1
 LW3364
 LW3364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3364!SPC RI       -   1.00000485  x   1.00000677  =   1.00001163
 LW3364!SPC CT       -   1.00000485  x   0.99998969  =   0.99999454
 LW3364!UTM  19      -   1.00000485  x   1.00031929  =   1.00032415
 LW3364
 LW3364:                Primary Azimuth Mark                     Grid Az
 LW3364:SPC RI       -  FROST 1873                               051 00 31.7
 LW3364:SPC CT       -  FROST 1873                               050 10 51.8
 LW3364:UTM  19      -  FROST 1873                               052 39 38.1
 LW3364
 LW3364|---------------------------------------------------------------------|
 LW3364| PID    Reference Object                     Distance      Geod. Az  |
 LW3364|                                                           dddmmss.s |
 LW3364| LW3297 FROST 1873                          APPROX. 4.1 KM 0504508.0 |
 LW3364|---------------------------------------------------------------------|
 LW3364
 LW3364                          SUPERSEDED SURVEY CONTROL
 LW3364
 LW3364  NAD 83(1992)-  41 19 32.91073(N)    071 53 18.86503(W) AD(       ) 3
 LW3364  NAD 83(1986)-  41 19 32.91023(N)    071 53 18.86858(W) AD(       ) 3
 LW3364  NAD 27      -  41 19 32.55700(N)    071 53 20.62300(W) AD(       ) 3
 LW3364
 LW3364.Superseded values are not recommended for survey control.
 LW3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3364.See file dsdata.txt to determine how the superseded data were derived.
 LW3364
 LW3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5825378952(NAD 83)
 LW3364
 LW3364  HISTORY     - Date     Condition        Report By
 LW3364  HISTORY     - UNK      MONUMENTED
 LW3364  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3364  HISTORY     - 1948     MARK NOT FOUND   CGS
 LW3364
 LW3364                          STATION DESCRIPTION
 LW3364
 LW3364'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3364'THIS STATION IS LOCATED SOMEWHERE IN THE SAND BAR N AND E OF
 LW3364'NAPATREE POINT.  WAS UNABLE TO DISCOVER ANY EVIDENCE OF THE EXISTENC
 LW3364'OF THIS STATION.
 LW3364
 LW3364                          STATION RECOVERY (1948)
 LW3364
 LW3364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3364'A SEARCH WAS MADE FOR THIS STATION AND IT WAS AGAIN VERIFIED THAT
 LW3364'THIS STATION IS LOST AS PREVIOUSLY REPORTED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3368 ***********************************************************************
 LW3368  DESIGNATION -  NO 8 USE
 LW3368  PID         -  LW3368
 LW3368  STATE/COUNTY-  RI/WASHINGTON
 LW3368  USGS QUAD   -  MYSTIC (1984)
 LW3368
 LW3368                         *CURRENT SURVEY CONTROL
 LW3368  ___________________________________________________________________
 LW3368* NAD 83(1996)-  41 19 03.00608(N)    071 53 07.75301(W)     ADJUSTED  
 LW3368* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3368  ___________________________________________________________________
 LW3368  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 LW3368  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LW3368
 LW3368  HORZ ORDER  -  THIRD
 LW3368
 LW3368.The horizontal coordinates were established by classical geodetic methods
 LW3368.and adjusted by the National Geodetic Survey in August 1998..
 LW3368
 LW3368.The orthometric height was scaled from a topographic map.
 LW3368
 LW3368.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3368
 LW3368.The geoid height was determined by GEOID03.
 LW3368
 LW3368;                    North         East     Units Scale Factor Converg.
 LW3368;SPC RI       -    26,077.744    67,723.290   MT  1.00000657   -0 15 16.2
 LW3368;SPC RI       -    85,556.73    222,188.83   sFT  1.00000657   -0 15 16.2
 LW3368;SPC CT       -   206,532.850   377,184.502   MT  0.99999022   +0 34 23.6
 LW3368;SPC CT       -   677,599.86  1,237,479.49   sFT  0.99999022   +0 34 23.6
 LW3368;UTM  19      - 4,578,020.814   258,481.114   MT  1.00031794   -1 54 21.6
 LW3368
 LW3368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3368!SPC RI       -   1.00000486  x   1.00000657  =   1.00001143
 LW3368!SPC CT       -   1.00000486  x   0.99999022  =   0.99999508
 LW3368!UTM  19      -   1.00000486  x   1.00031794  =   1.00032280
 LW3368
 LW3368:                Primary Azimuth Mark                     Grid Az
 LW3368:SPC RI       -  FROST 1873                               039 58 39.8
 LW3368:SPC CT       -  FROST 1873                               039 09 00.0
 LW3368:UTM  19      -  FROST 1873                               041 37 45.2
 LW3368
 LW3368|---------------------------------------------------------------------|
 LW3368| PID    Reference Object                     Distance      Geod. Az  |
 LW3368|                                                           dddmmss.s |
 LW3368| LW3297 FROST 1873                          APPROX. 4.6 KM 0394323.6 |
 LW3368|---------------------------------------------------------------------|
 LW3368
 LW3368                          SUPERSEDED SURVEY CONTROL
 LW3368
 LW3368  NAD 83(1992)-  41 19 03.00476(N)    071 53 07.75216(W) AD(       ) 3
 LW3368  NAD 83(1986)-  41 19 03.00407(N)    071 53 07.75577(W) AD(       ) 3
 LW3368  NAD 27      -  41 19 02.65000(N)    071 53 09.51000(W) AD(       ) 3
 LW3368
 LW3368.Superseded values are not recommended for survey control.
 LW3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3368.See file dsdata.txt to determine how the superseded data were derived.
 LW3368
 LW3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5848178021(NAD 83)
 LW3368
 LW3368  HISTORY     - Date     Condition        Report By
 LW3368  HISTORY     - UNK      MONUMENTED
 LW3368  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3368  HISTORY     - 1948     MARK NOT FOUND   CGS
 LW3368
 LW3368                          STATION DESCRIPTION
 LW3368
 LW3368'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3368'THIS STATION IS LOCATED SOMEWHERE IN THE SAND BAR N AND E OF
 LW3368'NAPATREE POINT.  WAS UNABLE TO DISCOVER ANY EVIDENCE OF THE
 LW3368'EXISTENCE OF THIS STATION.
 LW3368
 LW3368                          STATION RECOVERY (1948)
 LW3368
 LW3368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3368'A SEARCH WAS MADE FOR THIS STATION AND IT WAS AGAIN VERIFIED
 LW3368'THAT THIS STATION IS LOST AS PREVIOUSLY REPORTED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3366 ***********************************************************************
 LW3366  DESIGNATION -  NO 9 USE
 LW3366  PID         -  LW3366
 LW3366  STATE/COUNTY-  RI/WASHINGTON
 LW3366  USGS QUAD   -  MYSTIC (1984)
 LW3366
 LW3366                         *CURRENT SURVEY CONTROL
 LW3366  ___________________________________________________________________
 LW3366* NAD 83(1996)-  41 18 42.22439(N)    071 53 00.71277(W)     ADJUSTED  
 LW3366* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3366  ___________________________________________________________________
 LW3366  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 LW3366  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LW3366
 LW3366  HORZ ORDER  -  THIRD
 LW3366
 LW3366.The horizontal coordinates were established by classical geodetic methods
 LW3366.and adjusted by the National Geodetic Survey in August 1998..
 LW3366
 LW3366.The orthometric height was scaled from a topographic map.
 LW3366
 LW3366.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3366
 LW3366.The geoid height was determined by GEOID03.
 LW3366
 LW3366;                    North         East     Units Scale Factor Converg.
 LW3366;SPC RI       -    25,435.906    67,884.201   MT  1.00000644   -0 15 11.5
 LW3366;SPC RI       -    83,450.97    222,716.75   sFT  1.00000644   -0 15 11.5
 LW3366;SPC CT       -   205,893.413   377,354.665   MT  0.99999060   +0 34 28.3
 LW3366;SPC CT       -   675,501.97  1,238,037.76   sFT  0.99999060   +0 34 28.3
 LW3366;UTM  19      - 4,577,374.404   258,623.505   MT  1.00031709   -1 54 16.2
 LW3366
 LW3366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3366!SPC RI       -   1.00000486  x   1.00000644  =   1.00001130
 LW3366!SPC CT       -   1.00000486  x   0.99999060  =   0.99999546
 LW3366!UTM  19      -   1.00000486  x   1.00031709  =   1.00032195
 LW3366
 LW3366:                Primary Azimuth Mark                     Grid Az
 LW3366:SPC RI       -  FROST 1873                               033 50 05.1
 LW3366:SPC CT       -  FROST 1873                               033 00 25.3
 LW3366:UTM  19      -  FROST 1873                               035 29 09.8
 LW3366
 LW3366|---------------------------------------------------------------------|
 LW3366| PID    Reference Object                     Distance      Geod. Az  |
 LW3366|                                                           dddmmss.s |
 LW3366| LW3297 FROST 1873                          APPROX. 5.0 KM 0333453.6 |
 LW3366|---------------------------------------------------------------------|
 LW3366
 LW3366                          SUPERSEDED SURVEY CONTROL
 LW3366
 LW3366  NAD 83(1992)-  41 18 42.22307(N)    071 53 00.71192(W) AD(       ) 3
 LW3366  NAD 83(1986)-  41 18 42.22226(N)    071 53 00.71557(W) AD(       ) 3
 LW3366  NAD 27      -  41 18 41.86900(N)    071 53 02.47200(W) AD(       ) 3
 LW3366
 LW3366.Superseded values are not recommended for survey control.
 LW3366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3366.See file dsdata.txt to determine how the superseded data were derived.
 LW3366
 LW3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5862477374(NAD 83)
 LW3366
 LW3366  HISTORY     - Date     Condition        Report By
 LW3366  HISTORY     - UNK      MONUMENTED
 LW3366  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3366  HISTORY     - 1948     MARK NOT FOUND   CGS
 LW3366
 LW3366                          STATION DESCRIPTION
 LW3366
 LW3366'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3366'THIS STATION IS LOCATED SOMEWHERE IN THE SAND BAR N AND E
 LW3366'OF NAPATREE POINT.  WAS UNABLE TO DISCOVER ANY EVIDENCE OF
 LW3366'THE EXISTENCE OF THIS STATION.
 LW3366
 LW3366                          STATION RECOVERY (1948)
 LW3366
 LW3366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3366'A SEARCH WAS MADE FOR THIS STATION AND IT WAS AGAIN VERIFIED
 LW3366'THAT THIS STATION IS LOST AS PREVIOUSLY REPORTED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3161 ***********************************************************************
 LW3161  DESIGNATION -  NOR
 LW3161  PID         -  LW3161
 LW3161  STATE/COUNTY-  RI/WASHINGTON
 LW3161  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3161
 LW3161                         *CURRENT SURVEY CONTROL
 LW3161  ___________________________________________________________________
 LW3161* NAD 83(1996)-  41 11 45.53142(N)    071 35 30.15692(W)     ADJUSTED  
 LW3161* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW3161  ___________________________________________________________________
 LW3161  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 LW3161  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LW3161
 LW3161  HORZ ORDER  -  THIRD
 LW3161
 LW3161.The horizontal coordinates were established by classical geodetic methods
 LW3161.and adjusted by the National Geodetic Survey in August 1998..
 LW3161
 LW3161.The orthometric height was scaled from a topographic map.
 LW3161
 LW3161.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3161
 LW3161.The geoid height was determined by GEOID03.
 LW3161
 LW3161;                    North         East     Units Scale Factor Converg.
 LW3161;SPC RI       -    12,514.239    92,306.889   MT  0.99999448   -0 03 37.5
 LW3161;SPC RI       -    41,057.13    302,843.52   sFT  0.99999448   -0 03 37.5
 LW3161;UTM  19      - 4,563,751.784   282,670.153   MT  1.00018133   -1 42 27.6
 LW3161
 LW3161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3161!SPC RI       -   1.00000439  x   0.99999448  =   0.99999887
 LW3161!UTM  19      -   1.00000439  x   1.00018133  =   1.00018572
 LW3161
 LW3161|---------------------------------------------------------------------|
 LW3161| PID    Reference Object                     Distance      Geod. Az  |
 LW3161|                                                           dddmmss.s |
 LW3161| LW3101 NORTH REAR TARGET 1954               59.444 METERS 12015     |
 LW3161| CB7936 NOR RM 2                             59.585 METERS 12413     |
 LW3161| LW3116 ROD                                 APPROX. 1.4 KM 1671002.0 |
 LW3161| LW3160 NORTH FRONT TARGET 1954               5.150 METERS 30130     |
 LW3161| CB7935 NOR RM 1                              6.532 METERS 33721     |
 LW3161|---------------------------------------------------------------------|
 LW3161
 LW3161                          SUPERSEDED SURVEY CONTROL
 LW3161
 LW3161  NAD 83(1996)-  41 11 45.52959(N)    071 35 30.15568(W) AD(       ) 3
 LW3161  NAD 83(1992)-  41 11 45.52954(N)    071 35 30.15580(W) AD(       ) 3
 LW3161  NAD 83(1992)-  41 11 45.52869(N)    071 35 30.15669(W) AD(       ) 3
 LW3161  NAD 83(1986)-  41 11 45.53060(N)    071 35 30.15612(W) AD(       ) 3
 LW3161  NAD 27      -  41 11 45.16300(N)    071 35 31.94600(W) AD(       ) 3
 LW3161
 LW3161.Superseded values are not recommended for survey control.
 LW3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3161.See file dsdata.txt to determine how the superseded data were derived.
 LW3161
 LW3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8267063752(NAD 83)
 LW3161_MARKER: K = CLAY TILE PIPE
 LW3161_SETTING: 0 = UNSPECIFIED SETTING
 LW3161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3161
 LW3161  HISTORY     - Date     Condition        Report By
 LW3161  HISTORY     - 1954     MONUMENTED       CGS
 LW3161
 LW3161                          STATION DESCRIPTION
 LW3161
 LW3161'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FBQ)
 LW3161'STATION IS IN THE W CENTRAL PART OF BLOCK ISLAND.  IT IS W OF THE
 LW3161'COAST GUARD STATION, AND APPROXIMATELY 100 M. E OF THE
 LW3161'SHORELINE.  THE STATION IS A 3-FT. CLAY TILE SET OVER A 6-IN. BY
 LW3161'6-FT. SECTION OF ORANGEBURG PIPE.  THE MARK IS SET IN CONCRETE IN
 LW3161'THE TOP OF THE CLAY TILE.  THE TILE PROJECTS 1 FT. ABOVE SURFACE
 LW3161'LEVEL.  THE REFERENCE MARKS ARE STANDARD BRONZE DISKS, SET IN
 LW3161'THE CONCRETE FOOTINGS OF THE FRONT AND REAR RANGE MARKERS.
 LW3161'REFERENCE MARK 1 IS SET IN THE N FOOTING OF THE SUPPORTING POST
 LW3161'OF THE FRONT RANGE MARKER.  REFERENCE MARK 2 IS SET IN THE S
 LW3161'FOOTING OF THE SUPPORTING POST OF THE REAR RANGE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0652 ***********************************************************************
 LW0652  DESIGNATION -  NORTH
 LW0652  PID         -  LW0652
 LW0652  STATE/COUNTY-  RI/WASHINGTON
 LW0652  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0652
 LW0652                         *CURRENT SURVEY CONTROL
 LW0652  ___________________________________________________________________
 LW0652* NAD 83(1996)-  41 26 52.33764(N)    071 25 54.50489(W)     ADJUSTED  
 LW0652* NAVD 88     -         3.554  (meters)      11.66   (feet)  ADJUSTED  
 LW0652  ___________________________________________________________________
 LW0652  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 LW0652  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW0652  DYNAMIC HT  -           3.552 (meters)      11.65  (feet)  COMP
 LW0652  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LW0652
 LW0652  HORZ ORDER  -  SECOND
 LW0652  VERT ORDER  -  SECOND    CLASS 0
 LW0652
 LW0652.The horizontal coordinates were established by classical geodetic methods
 LW0652.and adjusted by the National Geodetic Survey in August 1998..
 LW0652
 LW0652.The orthometric height was determined by differential leveling
 LW0652.and adjusted by the National Geodetic Survey in June 1991..
 LW0652
 LW0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0652
 LW0652.The geoid height was determined by GEOID03.
 LW0652
 LW0652.The dynamic height is computed by dividing the NAVD 88
 LW0652.geopotential number by the normal gravity value computed on the
 LW0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0652.degrees latitude (g = 980.6199 gals.).
 LW0652
 LW0652.The modeled gravity was interpolated from observed gravity values.
 LW0652
 LW0652;                    North         East     Units Scale Factor Converg.
 LW0652;SPC RI       -    40,487.260   105,698.390   MT  0.99999415   +0 02 42.5
 LW0652;SPC RI       -   132,831.95    346,778.80   sFT  0.99999415   +0 02 42.5
 LW0652;UTM  19      - 4,591,331.425   296,864.327   MT  1.00010784   -1 36 36.9
 LW0652
 LW0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0652!SPC RI       -   1.00000418  x   0.99999415  =   0.99999833
 LW0652!UTM  19      -   1.00000418  x   1.00010784  =   1.00011202
 LW0652
 LW0652                          SUPERSEDED SURVEY CONTROL
 LW0652
 LW0652  NAD 83(1996)-  41 26 52.33698(N)    071 25 54.50391(W) AD(       ) 2
 LW0652  NAD 83(1992)-  41 26 52.33616(N)    071 25 54.50422(W) AD(       ) 2
 LW0652  NAD 83(1992)-  41 26 52.33536(N)    071 25 54.50391(W) AD(       ) 2
 LW0652  NAD 83(1986)-  41 26 52.33547(N)    071 25 54.50252(W) AD(       ) 2
 LW0652  NAD 27      -  41 26 51.96900(N)    071 25 56.29400(W) AD(       ) 2
 LW0652  NGVD 29 (??/??/92)    3.827  (m)           12.56   (f) ADJ UNCH    2 0
 LW0652
 LW0652.Superseded values are not recommended for survey control.
 LW0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0652.See file dsdata.txt to determine how the superseded data were derived.
 LW0652
 LW0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9686491331(NAD 83)
 LW0652_MARKER: DS = TRIANGULATION STATION DISK
 LW0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0652_STAMPING: NORTH 1943
 LW0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0652+STABILITY: SURFACE MOTION
 LW0652
 LW0652  HISTORY     - Date     Condition        Report By
 LW0652  HISTORY     - 1943     MONUMENTED       CGS
 LW0652  HISTORY     - 1943     GOOD             CGS
 LW0652  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW0652  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW0652
 LW0652                          STATION DESCRIPTION
 LW0652
 LW0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0652'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT VARNUM, ON
 LW0652'THE W SHORE OF NARRAGANSETT BAY.  IT IS ABOUT 200 FT.SE OF THE
 LW0652'MOST N ONE OF FOUR FIRE-CONTROL BUILDINGS, AND ABOUT 18 FT. N OF A
 LW0652'CORNER POST IN A FENCE.  IT IS 117.979 M. N OF STATION FORT
 LW0652'VARNUM. SURFACE STATION MARK IS A STANDARD STATION DISK, STAMPED
 LW0652'NORTH 1943 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW0652'GROUND.
 LW0652'
 LW0652'THE UNDERGROUND MARK IS A STANDARD DISK SET IN THE TOP OF A
 LW0652'CONCRETE POST.
 LW0652'
 LW0652'THERE ARE NO REFERENCE MARKS.
 LW0652'
 LW0652'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION FORT VARNUM.
 LW0652'
 LW0652'HEIGHT OF LIGHT ABOVE STATION MARK 2.4 METERS.
 LW0652
 LW0652                          STATION RECOVERY (1943)
 LW0652
 LW0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0652'1.9 MI NE FROM NARRAGANSETT.
 LW0652'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LW0652'AT NARRAGANSETT, THENCE 1.3 MILES SOUTH AND EAST ALONG A PAVED
 LW0652'ROAD, AT FORT VARNUM, 387.07 FEET NORTH OF TRIANGULATION STATION
 LW0652'FORT VARNUM DESCRIBED ABOVE, 200 FEET SOUTHEAST OF THE NORTHERMOST
 LW0652'ONE OF FOUR FIRE-CONTROL BUILDINGS, 138 FEET EAST OF THE CENTER
 LW0652'OF THE INTERSECTION OF THE ROAD ALONG THE SOUTHEAST EDGE OF THE
 LW0652'FORT AND SARATOGA ROAD, AND 18 FEET NORTH OF A FENCE CORNER.  A
 LW0652'STANDARD TRIANGULATION-STATION DISK SET IN THE TOP OF A CONCRETE
 LW0652'POST FLUSH WITH THE GROUND.
 LW0652
 LW0652                          STATION RECOVERY (1994)
 LW0652
 LW0652'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0652'MARK NOT FOUND.
 LW0652
 LW0652                          STATION RECOVERY (2001)
 LW0652
 LW0652'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2761 ***********************************************************************
 LW2761  DESIGNATION -  NORTH ATTLEBORO COR 2 1889
 LW2761  PID         -  LW2761
 LW2761  STATE/COUNTY-  RI/PROVIDENCE
 LW2761  USGS QUAD   -  PAWTUCKET (1975)
 LW2761
 LW2761                         *CURRENT SURVEY CONTROL
 LW2761  ___________________________________________________________________
 LW2761* NAD 83(1996)-  41 59 06.28891(N)    071 22 53.27208(W)     ADJUSTED  
 LW2761* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 LW2761  ___________________________________________________________________
 LW2761  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 LW2761  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LW2761
 LW2761  HORZ ORDER  -  THIRD
 LW2761
 LW2761.The horizontal coordinates were established by classical geodetic methods
 LW2761.and adjusted by the National Geodetic Survey in August 1998..
 LW2761.No horizontal observational check was made to the station.
 LW2761
 LW2761.The orthometric height was scaled from a topographic map.
 LW2761
 LW2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2761
 LW2761.The geoid height was determined by GEOID03.
 LW2761
 LW2761;                    North         East     Units Scale Factor Converg.
 LW2761;SPC RI       -   100,158.017   109,822.992   MT  0.99999494   +0 04 45.5
 LW2761;SPC RI       -   328,601.76    360,310.93   sFT  0.99999494   +0 04 45.5
 LW2761;UTM  19      - 4,650,863.116   302,720.643   MT  1.00007892   -1 35 36.8
 LW2761
 LW2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2761!SPC RI       -   0.99999488  x   0.99999494  =   0.99998982
 LW2761!UTM  19      -   0.99999488  x   1.00007892  =   1.00007380
 LW2761
 LW2761                          SUPERSEDED SURVEY CONTROL
 LW2761
 LW2761  NAD 83(1996)-  41 59 06.28888(N)    071 22 53.27210(W) AD(       ) 3
 LW2761  NAD 83(1992)-  41 59 06.28755(N)    071 22 53.27109(W) AD(       ) 3
 LW2761  NAD 83(1992)-  41 59 06.28752(N)    071 22 53.27112(W) AD(       ) 3
 LW2761  NAD 83(1986)-  41 59 06.28677(N)    071 22 53.26833(W) AD(       ) 3
 LW2761  NAD 27      -  41 59 05.92900(N)    071 22 55.06600(W) AD(       ) 3
 LW2761
 LW2761.Superseded values are not recommended for survey control.
 LW2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2761.See file dsdata.txt to determine how the superseded data were derived.
 LW2761
 LW2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0272150863(NAD 83)
 LW2761
 LW2761  HISTORY     - Date     Condition        Report By
 LW2761  HISTORY     - UNK      MONUMENTED
 LW2761  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2761
 LW2761                          STATION DESCRIPTION
 LW2761
 LW2761'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2761'THE GEOGRAPHIC POSITION GIVEN INDICATES THAT THIS STATION IS 80.7
 LW2761'METERS S AND 55.2 METERS E OF STATION RICHARDS.  AT THAT POSITION
 LW2761'OR CLOSE TO IT, THERE IS A DRESSED GRANITE MONUMENT 10 BY 12
 LW2761'INCHES AND STANDING, 3-1/2 FEET OUT OF THE GROUND, WITH A DRILL
 LW2761'HOLE IN THE TOP, AND CUT MASS - 1898 - R.I. TOGETHER WITH THE
 LW2761'INITIALS OF THE TOWNS OF CUMBERLAND AND NORTH ATTLEBORO.
 LW2761'
 LW2761'THE MONUMENT STANDS ON THE SW SIDE OF A STONE WALL WHICH RUNS AT
 LW2761'AN ANGLE TO A DIRT ROAD AND PARALLEL TO A CART PATH.  THE MONUMENT
 LW2761'IS ABOUT 225 YARDS FROM THE ROAD IN A NORTHWESTERLY DIRECTION.
 LW2761'
 LW2761'TO REACH THIS STATION, LEAVE THE DIAMOND HILL ROAD (STATE
 LW2761'HIGHWAY 114) AND TAKE A MACADAM ROAD WHICH PASSES THROUGH
 LW2761'ARNOLD MILLS.  AT A POINT 0.1 MILE E OF THE BRIDGE OVER ABBOTT
 LW2761'RUN, TURN NE AND DRIVE 0.6 MILE ON A DIRT ROAD TO THE STATE LINE
 LW2761'MARKED BY A SMALL GRANITE MONUMENT ON THE NW SIDE OF THE
 LW2761'ROAD.  THEN GO 0.1 MILE FURTHER TO THE CART PATH ABOVE REFERRED
 LW2761'TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1764 ***********************************************************************
 LW1764  DESIGNATION -  NORTH CENTRAL CBL 0 MINUS 10
 LW1764  PID         -  LW1764
 LW1764  STATE/COUNTY-  RI/PROVIDENCE
 LW1764  USGS QUAD   -  PAWTUCKET (1975)
 LW1764
 LW1764                         *CURRENT SURVEY CONTROL
 LW1764  ___________________________________________________________________
 LW1764* NAD 83(1986)-  41 55 43.     (N)    071 29 09.     (W)     SCALED    
 LW1764* NAVD 88     -       126.034  (meters)     413.50   (feet)  ADJUSTED  
 LW1764  ___________________________________________________________________
 LW1764  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LW1764  DYNAMIC HT  -         125.995 (meters)     413.37  (feet)  COMP
 LW1764  MODELED GRAV-     980,309.2   (mgal)                       NAVD 88
 LW1764
 LW1764  VERT ORDER  -  SECOND    CLASS II
 LW1764
 LW1764.This mark is at North Central State Airport (SFZ)
 LW1764
 LW1764.The horizontal coordinates were scaled from a topographic map and have
 LW1764.an estimated accuracy of +/- 6 seconds.
 LW1764
 LW1764.The orthometric height was determined by differential leveling
 LW1764.and adjusted by the National Geodetic Survey in June 1991..
 LW1764
 LW1764.Photographs are available for this station.
 LW1764
 LW1764.The geoid height was determined by GEOID03.
 LW1764
 LW1764.The dynamic height is computed by dividing the NAVD 88
 LW1764.geopotential number by the normal gravity value computed on the
 LW1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1764.degrees latitude (g = 980.6199 gals.).
 LW1764
 LW1764.The modeled gravity was interpolated from observed gravity values.
 LW1764
 LW1764;                    North         East    Units  Estimated Accuracy
 LW1764;SPC RI       -    93,880.      101,180.      MT  (+/- 180 meters Scaled)
 LW1764
 LW1764                          SUPERSEDED SURVEY CONTROL
 LW1764
 LW1764.No superseded survey control is available for this station.
 LW1764
 LW1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG938448(NAD 83)
 LW1764_MARKER: DQ = CALIBRATION BASE LINE DISK
 LW1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1764_SP_SET: CONCRETE POST
 LW1764_STAMPING: ZERO MINUS 10 1982
 LW1764_MARK LOGO: NGS   
 LW1764_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1764+STABILITY: SURFACE MOTION
 LW1764
 LW1764  HISTORY     - Date     Condition        Report By
 LW1764  HISTORY     - 1982     MONUMENTED       RIGS
 LW1764  HISTORY     - 1985     GOOD             RIGS
 LW1764
 LW1764                          STATION DESCRIPTION
 LW1764
 LW1764'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1982
 LW1764'THE BASE LINE IS LOCATED ABOUT 12.87 KM (8.0 MI) NORTHWEST OF
 LW1764'PROVIDENCE, 10.46 KM (6.5 MI) WEST-NORTHWEST OF PAWTUCKET 8.85 KM (5.5
 LW1764'MI) SOUTH OF WOONSOCKET AT THE NORTH CENTRAL STATE AIRPORT ALONG THE
 LW1764'NORTHWEST SIDE OF THE NORTHEAST-SOUTHWEST RUNWAY.
 LW1764' 
 LW1764'TO REACH THE 0 METER POINT FROM THE JUNCTION OF STATE HIGHWAYS 116 AND
 LW1764'123 NORTHWEST OF PROVIDENCE, GO SOUTH ON STATE HIGHWAY 123 FOR 1.61 KM
 LW1764'(1.0 MI) TO WHERE STATE HIGHWAY 123 BEARS LEFT AND THE NORTH ENTRANCE
 LW1764'TO NORTH CENTRAL STATE AIRPORT, GO SOUTHERLY ON AIRPORT DRIVE FOR 0.32
 LW1764'KM (0.2 MI) TO GATE BETWEEN HANGARS, (CHECK WITH AIRPORT MANAGER
 LW1764'BEFORE ENTERING) PASS THRU GATE, BEAR RIGHT, FOLLOW TAXIWAY FOR 0.40
 LW1764'KM (0.25 MI) TO YELLOW STRIPE ACROSS TAXIWAY, TURN RIGHT, GO NORTHEAST
 LW1764'ALONG SOUTHEAST SIDE OF RUNWAY FOR 0.64 KM (0.4 MI) TO END O RUNWAY,
 LW1764'TURN LEFT, GO NORTHWEST ALONG END OF RUNWAY FOR 0.08 KM (0.05 MI) TO
 LW1764'THE 0 METER POINT AND ZERO MINUS TEN METER POINT.  TO REACH OTHER
 LW1764'METER POINTS, GO SOUTHWEST FROM THE 0 METER ALONG THE NORTHWEST SIDE
 LW1764'OF THE RUNWAY FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT, CONTINUE
 LW1764'SOUTHWEST ALONG NORTHWEST SIDE OF THE RUNWAY FOR 0.24 KM (0.15 MI) TO
 LW1764'THE 400 METER POINT, CONTINUE SOUTHWEST ALONG NORTHWEST SIDE OF THE
 LW1764'RUNWAY FOR 0.48 KM (0.3 MI) TO THE 890 AND 900 METER POINTS.
 LW1764' 
 LW1764'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 LW1764'THE NORTHEAST END.  IT IS MADE UP OF THE 0, ZERO MINUS TEN, 150, 400,
 LW1764'890, AND 900 METER POINTS.
 LW1764' 
 LW1764'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 LW1764'THE NORTHEAST END.  IT IS MADE UP OF THE 0, ZERO MINUS TEN, 150, 400,
 LW1764'890, AND 900 METER POINTS.
 LW1764' 
 LW1764'ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH
 LW1764'THEIR BASE LINE DESIGNATION AND THE YEAR 1982. MEASUREMENTS WERE MADE
 LW1764'TO THE PUNCH HOLES IN THE CROSSES ON THE TOP OF THE DISKS.  THE MARKS
 LW1764'ARE ON A LINE PARALLEL WITH THE RUNWAY AND APPROXIMATELY 125 FEET
 LW1764'NORTHWEST.  THE PAVED DITCH EXTENDS FROM THE ZERO MINUS TEN METER
 LW1764'POINT TO JUST PAST THE 400 METER POINT.  (NO WITNESS POSTS).
 LW1764' 
 LW1764'FOR SITE ACCESS, CONTACT AIRPORT MANAGER (MR. TED POLAK) BEFORE
 LW1764'ENTERING AIRPORT PROPERTY.
 LW1764' 
 LW1764'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF RHODE
 LW1764'ISLAND.  FOR FURTHER INFORMATION CONTACT MR. TONY MOTTA, RHODE ISLAND
 LW1764'DEPARTMENT OF TRANSPORTATION, SURVEY SECTION, STATE OFFICE BUILDING,
 LW1764'ROOM 244D, PROVIDENCE, RHODE ISLAND 02903.  TELEPHONE (401) 277-2814.
 LW1764
 LW1764                          STATION RECOVERY (1985)
 LW1764
 LW1764'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1764'4.5 KM (2.8 MI) NORTH FROM ESMOND.
 LW1764'THE STATION IS LOCATED AT NORTH CENTRAL AIRPORT.  IT IS THE MOST
 LW1764'NORTHERLY OF A SIX MONUMENT EDMI CALIBRATION BASELINE WHICH IS
 LW1764'PARALLEL WITH AND 125 FEET NORTHWEST OF THE NORTHEAST-SOUTHWEST
 LW1764'RUNWAY.  TO REACH THE STATION FROM THE NORTH ENTRANCE TO NORTH CENTRAL
 LW1764'AIRPORT AND THE OPERATIONS BUILDING, GO NORTH ABOUT .65 MILES TO THE
 LW1764'END OF RUNWAY 23, AND THE MARK ON THE LEFT.  SET INTO THE TOP OF A
 LW1764'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1764'38.1 METERS (125.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 LW1764'RUNWAY, 25.7 METERS (84.5 FT) NORTH FROM AN ORANGE STROBE LIGHT,
 LW1764'10.0 METERS (33.0 FT) NORTHEAST FROM THE ZERO MONUMENT.  PERMISSION
 LW1764'MUST BE OBTAINED FROM THE AIRPORT MANAGER BEFORE ENTERING ONTO THE
 LW1764'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1765 ***********************************************************************
 LW1765  SACS        -  This is a Secondary Airport Control Station.
 LW1765  DESIGNATION -  NORTH CENTRAL CBL 0 ZERO
 LW1765  PID         -  LW1765
 LW1765  STATE/COUNTY-  RI/PROVIDENCE
 LW1765  USGS QUAD   -  PAWTUCKET (1975)
 LW1765
 LW1765                         *CURRENT SURVEY CONTROL
 LW1765  ___________________________________________________________________
 LW1765* NAD 83(1996)-  41 55 43.21670(N)    071 29 11.76375(W)     ADJUSTED  
 LW1765* NAVD 88     -       126.355  (meters)     414.55   (feet)  ADJUSTED  
 LW1765  ___________________________________________________________________
 LW1765  X           -   1,509,002.625 (meters)                     COMP
 LW1765  Y           -  -4,506,430.923 (meters)                     COMP
 LW1765  Z           -   4,239,777.641 (meters)                     COMP
 LW1765  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 LW1765  ELLIP HEIGHT-          96.96  (meters)          (06/04/02) GPS OBS
 LW1765  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LW1765  DYNAMIC HT  -         126.316 (meters)     414.42  (feet)  COMP
 LW1765  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 LW1765
 LW1765  HORZ ORDER  -  FIRST
 LW1765  VERT ORDER  -  SECOND    CLASS II
 LW1765  ELLP ORDER  -  FOURTH    CLASS I
 LW1765
 LW1765.This mark is at North Central State Airport (SFZ)
 LW1765
 LW1765.The horizontal coordinates were established by GPS observations
 LW1765.and adjusted by the National Geodetic Survey in May 2000..
 LW1765
 LW1765.The orthometric height was determined by differential leveling
 LW1765.and adjusted by the National Geodetic Survey in June 1991..
 LW1765
 LW1765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW1765
 LW1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1765
 LW1765.The ellipsoidal height was determined by GPS observations
 LW1765.and is referenced to NAD 83.
 LW1765
 LW1765.The geoid height was determined by GEOID03.
 LW1765
 LW1765.The dynamic height is computed by dividing the NAVD 88
 LW1765.geopotential number by the normal gravity value computed on the
 LW1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1765.degrees latitude (g = 980.6199 gals.).
 LW1765
 LW1765.The modeled gravity was interpolated from observed gravity values.
 LW1765
 LW1765;                    North         East     Units Scale Factor Converg.
 LW1765;SPC RI       -    93,885.866   101,111.346   MT  0.99999377   +0 00 32.2
 LW1765;SPC RI       -   308,023.88    331,729.47   sFT  0.99999377   +0 00 32.2
 LW1765;UTM  19      - 4,644,847.176   293,828.753   MT  1.00012308   -1 39 43.7
 LW1765
 LW1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1765!SPC RI       -   0.99998479  x   0.99999377  =   0.99997856
 LW1765!UTM  19      -   0.99998479  x   1.00012308  =   1.00010787
 LW1765
 LW1765:                Primary Azimuth Mark                     Grid Az
 LW1765:SPC RI       -  NORTH CENTRAL CBL 900                    212 04 06.9
 LW1765:UTM  19      -  NORTH CENTRAL CBL 900                    213 44 22.8
 LW1765
 LW1765|---------------------------------------------------------------------|
 LW1765| PID    Reference Object                     Distance      Geod. Az  |
 LW1765|                                                           dddmmss.s |
 LW1765| LW1769 NORTH CENTRAL CBL 900               APPROX. 0.9 KM 2120439.1 |
 LW1765|---------------------------------------------------------------------|
 LW1765
 LW1765                          SUPERSEDED SURVEY CONTROL
 LW1765
 LW1765  ELLIP H (05/22/00)   97.00   (m)                       GP(       ) 4 1
 LW1765  NAVD 88 (05/22/00)  126.35   (m)          414.5    (f) LEVELING    3  
 LW1765
 LW1765.Superseded values are not recommended for survey control.
 LW1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1765.See file dsdata.txt to determine how the superseded data were derived.
 LW1765
 LW1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9382944847(NAD 83)
 LW1765_MARKER: DH = HORIZONTAL CONTROL DISK
 LW1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1765_SP_SET: CONCRETE POST
 LW1765_STAMPING: ZERO 1982
 LW1765_MARK LOGO: NGS   
 LW1765_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1765+STABILITY: SURFACE MOTION
 LW1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1765+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1999
 LW1765
 LW1765  HISTORY     - Date     Condition        Report By
 LW1765  HISTORY     - 1982     MONUMENTED       RIGS
 LW1765  HISTORY     - 1985     GOOD             RIGS
 LW1765  HISTORY     - 19990925 GOOD             WOOLPT
 LW1765
 LW1765                          STATION DESCRIPTION
 LW1765
 LW1765'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1982
 LW1765'THE BASE LINE IS LOCATED ABOUT 12.87 KM (8.0 MI) NORTHWEST OF
 LW1765'PROVIDENCE, 10.46 KM (6.5 MI) WEST-NORTHWEST OF PAWTUCKET 8.85 KM (5.5
 LW1765'MI) SOUTH OF WOONSOCKET AT THE NORTH CENTRAL STATE AIRPORT ALONG THE
 LW1765'NORTHWEST SIDE OF THE NORTHEAST-SOUTHWEST RUNWAY.
 LW1765' 
 LW1765'TO REACH THE 0 METER POINT FROM THE JUNCTION OF STATE HIGHWAYS 116 AND
 LW1765'123 NORTHWEST OF PROVIDENCE, GO SOUTH ON STATE HIGHWAY 123 FOR 1.61 KM
 LW1765'(1.0 MI) TO WHERE STATE HIGHWAY 123 BEARS LEFT AND THE NORTH ENTRANCE
 LW1765'TO NORTH CENTRAL STATE AIRPORT, GO SOUTHERLY ON AIRPORT DRIVE FOR 0.32
 LW1765'KM (0.2 MI) TO GATE BETWEEN HANGARS, (CHECK WITH AIRPORT MANAGER
 LW1765'BEFORE ENTERING) PASS THRU GATE, BEAR RIGHT, FOLLOW TAXIWAY FOR 0.40
 LW1765'KM (0.25 MI) TO YELLOW STRIPE ACROSS TAXIWAY, TURN RIGHT, GO NORTHEAST
 LW1765'ALONG SOUTHEAST SIDE OF RUNWAY FOR 0.64 KM (0.4 MI) TO END O RUNWAY,
 LW1765'TURN LEFT, GO NORTHWEST ALONG END OF RUNWAY FOR 0.08 KM (0.05 MI) TO
 LW1765'THE 0 METER POINT AND ZERO MINUS TEN METER POINT.  TO REACH OTHER
 LW1765'METER POINTS, GO SOUTHWEST FROM THE 0 METER ALONG THE NORTHWEST SIDE
 LW1765'OF THE RUNWAY FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT, CONTINUE
 LW1765'SOUTHWEST ALONG NORTHWEST SIDE OF THE RUNWAY FOR 0.24 KM (0.15 MI) TO
 LW1765'THE 400 METER POINT, CONTINUE SOUTHWEST ALONG NORTHWEST SIDE OF THE
 LW1765'RUNWAY FOR 0.48 KM (0.3 MI) TO THE 890 AND 900 METER POINTS.
 LW1765' 
 LW1765'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 LW1765'THE NORTHEAST END.  IT IS MADE UP OF THE 0, ZERO MINUS TEN, 150, 400,
 LW1765'890, AND 900 METER POINTS.
 LW1765' 
 LW1765'THE 0 METER POINT IS A STANDARD NGS STANDARD DISK STAMPED---ZERO
 LW1765'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35.5 CM (14 IN)
 LW1765'IN DIAMETER FLUSH WITH GROUND LOCATED 38.10 M (125.0 FT) NW FROM THE
 LW1765'NORTH CORNER OF THE NORTHEAST-SOUTHWEST RUNWAY, 17.80 M (58.4 FT) N
 LW1765'FROM AN ORANGE STROBE LANDING LIGHT, AND 7.22 M (23.7 FT) SE FROM THE
 LW1765'SOUTHEAST EDGE OF PAVED DRAINAGE DITCH. THE BASE LINE IS A
 LW1765'NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END.
 LW1765'IT IS MADE UP OF THE 0, ZERO MINUS TEN, 150, 400, 890, AND 900 METER
 LW1765'POINTS.
 LW1765' 
 LW1765'ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH
 LW1765'THEIR BASE LINE DESIGNATION AND THE YEAR 1982. MEASUREMENTS WERE MADE
 LW1765'TO THE PUNCH HOLES IN THE CROSSES ON THE TOP OF THE DISKS.  THE MARKS
 LW1765'ARE ON A LINE PARALLEL WITH THE RUNWAY AND APPROXIMATELY 125 FEET
 LW1765'NORTHWEST.  THE PAVED DITCH EXTENDS FROM THE ZERO MINUS TEN METER
 LW1765'POINT TO JUST PAST THE 400 METER POINT.  (NO WITNESS POSTS).
 LW1765' 
 LW1765'FOR SITE ACCESS, CONTACT AIRPORT MANAGER (MR. TED POLAK) BEFORE
 LW1765'ENTERING AIRPORT PROPERTY.
 LW1765' 
 LW1765'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF RHODE
 LW1765'ISLAND.  FOR FURTHER INFORMATION CONTACT MR. TONY MOTTA, RHODE ISLAND
 LW1765'DEPARTMENT OF TRANSPORTATION, SURVEY SECTION, STATE OFFICE BUILDING,
 LW1765'ROOM 244D, PROVIDENCE, RHODE ISLAND 02903.  TELEPHONE (401) 277-2814.
 LW1765
 LW1765                          STATION RECOVERY (1985)
 LW1765
 LW1765'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1765'4.5 KM (2.8 MI) NORTH FROM ESMOND.
 LW1765'THE STATION IS LOCATED AT NORTH CENTRAL AIRPORT, AND IS ONE OF A
 LW1765'MONUMENT EDMI CALIBRATION BASELINE WHICH IS PARALLEL WITH AND 125 FEET
 LW1765'NORTHWEST OF THE NORTHEAST-SOUTHWEST RUNWAY.  TO REACH THE STATION
 LW1765'FORM THE NORTH ENTRANCE TO NORTH CENTRAL AIRPORT AND THE OPERATIONS
 LW1765'BUILDING, GO NORTH ABOUT .65 MILES TO END OF RUNWAY 23, AND THE
 LW1765'STATION ON THE LEFT.  SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1765'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 38 METERS (125 FT)
 LW1765'NORTHWEST FROM THE NORTHWEST CORNER OF THE RUNWAY, 17.8 METERS
 LW1765'(58.4 FT) NORTH FROM AN ORANGE STROBE LIGHT.  PERMISSION MUST BE
 LW1765'OBTAINED FROM THE AIRPORT MANAGER BEFORE ENTERING ONTO THE FIELD.
 LW1765
 LW1765                          STATION RECOVERY (1999)
 LW1765
 LW1765'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LW1765'RECOVERED AS DESCRIBED.
 LW1765'ADDITIONAL TIES-- THE STATION IS LOCATED 61.17 M (200.69 FT) FROM THE
 LW1765'CENTERLINE OF RUNWAY 23 ONLINE WITH THE EDGE OF PAVEMENT ON A MAGNETIC
 LW1765'COMPASS AZIMUTH OF 318 DEGREES, 37.58 M (123.29 FT) FROM THE
 LW1765'WESTERN-MOST REIL ON A MAGNETIC COMPASS AZIMUTH OF 335 DEGREES, 10.00
 LW1765'M (32.81 FT) FROM THE ZERO MINUS TEN MARK ON A MAGNETIC COMPASS
 LW1765'AZIMUTH OF 229 DEGREES, 7.38 M (24.21 FT) FROM THE EDGE OF THE ASPHALT
 LW1765'PATCH (PERPENDICULAR) ON A MAGNETIC COMPASS AZIMUTH OF 142 DEGREES.
 LW1765'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1766 ***********************************************************************
 LW1766  DESIGNATION -  NORTH CENTRAL CBL 150
 LW1766  PID         -  LW1766
 LW1766  STATE/COUNTY-  RI/PROVIDENCE
 LW1766  USGS QUAD   -  PAWTUCKET (1975)
 LW1766
 LW1766                         *CURRENT SURVEY CONTROL
 LW1766  ___________________________________________________________________
 LW1766* NAD 83(1986)-  41 55 37.     (N)    071 29 12.     (W)     SCALED    
 LW1766* NAVD 88     -       126.826  (meters)     416.10   (feet)  ADJUSTED  
 LW1766  ___________________________________________________________________
 LW1766  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW1766  DYNAMIC HT  -         126.787 (meters)     415.97  (feet)  COMP
 LW1766  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 LW1766
 LW1766  VERT ORDER  -  SECOND    CLASS II
 LW1766
 LW1766.This mark is at North Central State Airport (SFZ)
 LW1766
 LW1766.The horizontal coordinates were scaled from a topographic map and have
 LW1766.an estimated accuracy of +/- 6 seconds.
 LW1766
 LW1766.The orthometric height was determined by differential leveling
 LW1766.and adjusted by the National Geodetic Survey in June 1991..
 LW1766
 LW1766.Photographs are available for this station.
 LW1766
 LW1766.The geoid height was determined by GEOID03.
 LW1766
 LW1766.The dynamic height is computed by dividing the NAVD 88
 LW1766.geopotential number by the normal gravity value computed on the
 LW1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1766.degrees latitude (g = 980.6199 gals.).
 LW1766
 LW1766.The modeled gravity was interpolated from observed gravity values.
 LW1766
 LW1766;                    North         East    Units  Estimated Accuracy
 LW1766;SPC RI       -    93,690.      101,110.      MT  (+/- 180 meters Scaled)
 LW1766
 LW1766                          SUPERSEDED SURVEY CONTROL
 LW1766
 LW1766.No superseded survey control is available for this station.
 LW1766
 LW1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG938446(NAD 83)
 LW1766_MARKER: DQ = CALIBRATION BASE LINE DISK
 LW1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1766_SP_SET: CONCRETE POST
 LW1766_STAMPING: 150 1982
 LW1766_MARK LOGO: NGS   
 LW1766_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1766+STABILITY: SURFACE MOTION
 LW1766
 LW1766  HISTORY     - Date     Condition        Report By
 LW1766  HISTORY     - 1982     MONUMENTED       RIGS
 LW1766  HISTORY     - 1985     GOOD             RIGS
 LW1766  HISTORY     - 1987     GOOD             USPSQD
 LW1766
 LW1766                          STATION DESCRIPTION
 LW1766
 LW1766'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1982
 LW1766'THE BASE LINE IS LOCATED ABOUT 12.87 KM (8.0 MI) NORTHWEST OF
 LW1766'PROVIDENCE, 10.46 KM (6.5 MI) WEST-NORTHWEST OF PAWTUCKET 8.85 KM (5.5
 LW1766'MI) SOUTH OF WOONSOCKET AT THE NORTH CENTRAL STATE AIRPORT ALONG THE
 LW1766'NORTHWEST SIDE OF THE NORTHEAST-SOUTHWEST RUNWAY.
 LW1766' 
 LW1766'TO REACH THE 0 METER POINT FROM THE JUNCTION OF STATE HIGHWAYS 116 AND
 LW1766'123 NORTHWEST OF PROVIDENCE, GO SOUTH ON STATE HIGHWAY 123 FOR 1.61 KM
 LW1766'(1.0 MI) TO WHERE STATE HIGHWAY 123 BEARS LEFT AND THE NORTH ENTRANCE
 LW1766'TO NORTH CENTRAL STATE AIRPORT, GO SOUTHERLY ON AIRPORT DRIVE FOR 0.32
 LW1766'KM (0.2 MI) TO GATE BETWEEN HANGARS, (CHECK WITH AIRPORT MANAGER
 LW1766'BEFORE ENTERING) PASS THRU GATE, BEAR RIGHT, FOLLOW TAXIWAY FOR 0.40
 LW1766'KM (0.25 MI) TO YELLOW STRIPE ACROSS TAXIWAY, TURN RIGHT, GO NORTHEAST
 LW1766'ALONG SOUTHEAST SIDE OF RUNWAY FOR 0.64 KM (0.4 MI) TO END O RUNWAY,
 LW1766'TURN LEFT, GO NORTHWEST ALONG END OF RUNWAY FOR 0.08 KM (0.05 MI) TO
 LW1766'THE 0 METER POINT AND ZERO MINUS TEN METER POINT.  TO REACH OTHER
 LW1766'METER POINTS, GO SOUTHWEST FROM THE 0 METER ALONG THE NORTHWEST SIDE
 LW1766'OF THE RUNWAY FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT, CONTINUE
 LW1766'SOUTHWEST ALONG NORTHWEST SIDE OF THE RUNWAY FOR 0.24 KM (0.15 MI) TO
 LW1766'THE 400 METER POINT, CONTINUE SOUTHWEST ALONG NORTHWEST SIDE OF THE
 LW1766'RUNWAY FOR 0.48 KM (0.3 MI) TO THE 890 AND 900 METER POINTS.
 LW1766' 
 LW1766'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 LW1766'THE NORTHEAST END.  IT IS MADE UP OF THE 0, ZERO MINUS TEN, 150, 400,
 LW1766'890, AND 900 METER POINTS.
 LW1766' 
 LW1766'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 LW1766'THE NORTHEAST END.  IT IS MADE UP OF THE 0, ZERO MINUS TEN, 150, 400,
 LW1766'890, AND 900 METER POINTS.
 LW1766' 
 LW1766'ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH
 LW1766'THEIR BASE LINE DESIGNATION AND THE YEAR 1982. MEASUREMENTS WERE MADE
 LW1766'TO THE PUNCH HOLES IN THE CROSSES ON THE TOP OF THE DISKS.  THE MARKS
 LW1766'ARE ON A LINE PARALLEL WITH THE RUNWAY AND APPROXIMATELY 125 FEET
 LW1766'NORTHWEST.  THE PAVED DITCH EXTENDS FROM THE ZERO MINUS TEN METER
 LW1766'POINT TO JUST PAST THE 400 METER POINT.  (NO WITNESS POSTS).
 LW1766' 
 LW1766'FOR SITE ACCESS, CONTACT AIRPORT MANAGER (MR. TED POLAK) BEFORE
 LW1766'ENTERING AIRPORT PROPERTY.
 LW1766' 
 LW1766'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF RHODE
 LW1766'ISLAND.  FOR FURTHER INFORMATION CONTACT MR. TONY MOTTA, RHODE ISLAND
 LW1766'DEPARTMENT OF TRANSPORTATION, SURVEY SECTION, STATE OFFICE BUILDING,
 LW1766'ROOM 244D, PROVIDENCE, RHODE ISLAND 02903.  TELEPHONE (401) 277-2814.
 LW1766
 LW1766                          STATION RECOVERY (1985)
 LW1766
 LW1766'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1766'4.5 KM (2.8 MI) NORTH FROM ESMOND.
 LW1766'THE STATION IS LOCATED AT NORTH CENTRAL AIRPORT.  IT IS ONE OF A SIX
 LW1766'MONUMENT EDMI CALIBRATION BASELINE WHICH IS PARALLEL WITH AND 125 FEET
 LW1766'NORTHWEST OF THE NORTHEAST-SOUTHWEST RUNWAY.  TO REACH THE STATION
 LW1766'FROM THE NORTH ENTRANCE TO NORTH CENTRAL AIRPORT AND THE OPERATIONS
 LW1766'BUILDING, GO NORTH ABOUT .65 MILES TO NORTHWEST CORNER OF RUNWAY 23,
 LW1766'THENCE .09 MILE SOUTHWEST ALONG THE NORTHWEST EDGE OF THE RUNWAY, AND
 LW1766'THE STATION 125 FEET ON THE RIGHT.  THE STATION IS A STANDARD NGS DISK
 LW1766'STAMPED 150 1982, SET IN A ROUND CONCRETE MONUMENT 30 CENTIMETERS IN
 LW1766'DIAMETER AND FLUSH WITH THE GROUND.  PERMISSION MUST BE OBTAINED FROM
 LW1766'THE AIRPORT MANAGER BEFORE ENTERING ONTO THE FIELD.
 LW1766
 LW1766                          STATION RECOVERY (1987)
 LW1766
 LW1766'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1767 ***********************************************************************
 LW1767  DESIGNATION -  NORTH CENTRAL CBL 400
 LW1767  PID         -  LW1767
 LW1767  STATE/COUNTY-  RI/PROVIDENCE
 LW1767  USGS QUAD   -  PAWTUCKET (1975)
 LW1767
 LW1767                         *CURRENT SURVEY CONTROL
 LW1767  ___________________________________________________________________
 LW1767* NAD 83(1986)-  41 55 30.     (N)    071 29 20.     (W)     SCALED    
 LW1767* NAVD 88     -       127.983  (meters)     419.89   (feet)  ADJUSTED  
 LW1767  ___________________________________________________________________
 LW1767  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW1767  DYNAMIC HT  -         127.943 (meters)     419.76  (feet)  COMP
 LW1767  MODELED GRAV-     980,308.2   (mgal)                       NAVD 88
 LW1767
 LW1767  VERT ORDER  -  SECOND    CLASS II
 LW1767
 LW1767.This mark is at North Central State Airport (SFZ)
 LW1767
 LW1767.The horizontal coordinates were scaled from a topographic map and have
 LW1767.an estimated accuracy of +/- 6 seconds.
 LW1767
 LW1767.The orthometric height was determined by differential leveling
 LW1767.and adjusted by the National Geodetic Survey in June 1991..
 LW1767
 LW1767.Photographs are available for this station.
 LW1767
 LW1767.The geoid height was determined by GEOID03.
 LW1767
 LW1767.The dynamic height is computed by dividing the NAVD 88
 LW1767.geopotential number by the normal gravity value computed on the
 LW1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1767.degrees latitude (g = 980.6199 gals.).
 LW1767
 LW1767.The modeled gravity was interpolated from observed gravity values.
 LW1767
 LW1767;                    North         East    Units  Estimated Accuracy
 LW1767;SPC RI       -    93,480.      100,920.      MT  (+/- 180 meters Scaled)
 LW1767
 LW1767                          SUPERSEDED SURVEY CONTROL
 LW1767
 LW1767.No superseded survey control is available for this station.
 LW1767
 LW1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG936444(NAD 83)
 LW1767_MARKER: DQ = CALIBRATION BASE LINE DISK
 LW1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1767_SP_SET: CONCRETE POST
 LW1767_STAMPING: 400 1982
 LW1767_MARK LOGO: NGS   
 LW1767_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1767+STABILITY: SURFACE MOTION
 LW1767
 LW1767  HISTORY     - Date     Condition        Report By
 LW1767  HISTORY     - 1982     MONUMENTED       RIGS
 LW1767  HISTORY     - 1985     GOOD             RIGS
 LW1767
 LW1767                          STATION DESCRIPTION
 LW1767
 LW1767'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1982
 LW1767'THE BASE LINE IS LOCATED ABOUT 12.87 KM (8.0 MI) NORTHWEST OF
 LW1767'PROVIDENCE, 10.46 KM (6.5 MI) WEST-NORTHWEST OF PAWTUCKET 8.85 KM (5.5
 LW1767'MI) SOUTH OF WOONSOCKET AT THE NORTH CENTRAL STATE AIRPORT ALONG THE
 LW1767'NORTHWEST SIDE OF THE NORTHEAST-SOUTHWEST RUNWAY.
 LW1767' 
 LW1767'TO REACH THE 0 METER POINT FROM THE JUNCTION OF STATE HIGHWAYS 116 AND
 LW1767'123 NORTHWEST OF PROVIDENCE, GO SOUTH ON STATE HIGHWAY 123 FOR 1.61 KM
 LW1767'(1.0 MI) TO WHERE STATE HIGHWAY 123 BEARS LEFT AND THE NORTH ENTRANCE
 LW1767'TO NORTH CENTRAL STATE AIRPORT, GO SOUTHERLY ON AIRPORT DRIVE FOR 0.32
 LW1767'KM (0.2 MI) TO GATE BETWEEN HANGARS, (CHECK WITH AIRPORT MANAGER
 LW1767'BEFORE ENTERING) PASS THRU GATE, BEAR RIGHT, FOLLOW TAXIWAY FOR 0.40
 LW1767'KM (0.25 MI) TO YELLOW STRIPE ACROSS TAXIWAY, TURN RIGHT, GO NORTHEAST
 LW1767'ALONG SOUTHEAST SIDE OF RUNWAY FOR 0.64 KM (0.4 MI) TO END O RUNWAY,
 LW1767'TURN LEFT, GO NORTHWEST ALONG END OF RUNWAY FOR 0.08 KM (0.05 MI) TO
 LW1767'THE 0 METER POINT AND ZERO MINUS TEN METER POINT.  TO REACH OTHER
 LW1767'METER POINTS, GO SOUTHWEST FROM THE 0 METER ALONG THE NORTHWEST SIDE
 LW1767'OF THE RUNWAY FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT, CONTINUE
 LW1767'SOUTHWEST ALONG NORTHWEST SIDE OF THE RUNWAY FOR 0.24 KM (0.15 MI) TO
 LW1767'THE 400 METER POINT, CONTINUE SOUTHWEST ALONG NORTHWEST SIDE OF THE
 LW1767'RUNWAY FOR 0.48 KM (0.3 MI) TO THE 890 AND 900 METER POINTS.
 LW1767' 
 LW1767'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 LW1767'THE NORTHEAST END.  IT IS MADE UP OF THE 0, ZERO MINUS TEN, 150, 400,
 LW1767'890, AND 900 METER POINTS.
 LW1767' 
 LW1767'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 LW1767'THE NORTHEAST END.  IT IS MADE UP OF THE 0, ZERO MINUS TEN, 150, 400,
 LW1767'890, AND 900 METER POINTS.
 LW1767' 
 LW1767'ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH
 LW1767'THEIR BASE LINE DESIGNATION AND THE YEAR 1982. MEASUREMENTS WERE MADE
 LW1767'TO THE PUNCH HOLES IN THE CROSSES ON THE TOP OF THE DISKS.  THE MARKS
 LW1767'ARE ON A LINE PARALLEL WITH THE RUNWAY AND APPROXIMATELY 125 FEET
 LW1767'NORTHWEST.  THE PAVED DITCH EXTENDS FROM THE ZERO MINUS TEN METER
 LW1767'POINT TO JUST PAST THE 400 METER POINT.  (NO WITNESS POSTS).
 LW1767' 
 LW1767'FOR SITE ACCESS, CONTACT AIRPORT MANAGER (MR. TED POLAK) BEFORE
 LW1767'ENTERING AIRPORT PROPERTY.
 LW1767' 
 LW1767'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF RHODE
 LW1767'ISLAND.  FOR FURTHER INFORMATION CONTACT MR. TONY MOTTA, RHODE ISLAND
 LW1767'DEPARTMENT OF TRANSPORTATION, SURVEY SECTION, STATE OFFICE BUILDING,
 LW1767'ROOM 244D, PROVIDENCE, RHODE ISLAND 02903.  TELEPHONE (401) 277-2814.
 LW1767
 LW1767                          STATION RECOVERY (1985)
 LW1767
 LW1767'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1767'4.5 KM (2.8 MI) NORTH FROM ESMOND.
 LW1767'THE STATION IS LOCATED AT NORTH CENTRAL AIRPORT.  IT IS ONE OF A SIX
 LW1767'MONUMENT EDMI CALIBRATION BASELINE WHICH IS PARALLEL WITH AND 125 FEET
 LW1767'NORTHWEST OF THE NORTHEAST-SOUTHWEST RUNWAY.  TO REACH THE STATION
 LW1767'FROM THE NORTH ENTRANCE TO NORTH CENTRAL AIRPORT AND THE OPERATIONS
 LW1767'BUILDING, GO NORTHERLY .65 MILES TO THE NORTHWEST CORNER OF RUNWAY 23,
 LW1767'THENCE .25 MILE SOUTHWEST ALONG THE NORTHWEST EDGE OF THE RUNWAY TO
 LW1767'THE STATION 125 FEET ON THE RIGHT.  SET INTO THE TOP OF A ROUND
 LW1767'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  PERMISSION
 LW1767'MUST BE OBTAINED FROM THE AIRPORT MANAGER BEFORE ENTERING ONTO THE
 LW1767'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1768 ***********************************************************************
 LW1768  DESIGNATION -  NORTH CENTRAL CBL 890
 LW1768  PID         -  LW1768
 LW1768  STATE/COUNTY-  RI/PROVIDENCE
 LW1768  USGS QUAD   -  PAWTUCKET (1975)
 LW1768
 LW1768                         *CURRENT SURVEY CONTROL
 LW1768  ___________________________________________________________________
 LW1768* NAD 83(1986)-  41 55 16.     (N)    071 29 33.     (W)     SCALED    
 LW1768* NAVD 88     -       129.441  (meters)     424.67   (feet)  ADJUSTED  
 LW1768  ___________________________________________________________________
 LW1768  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW1768  DYNAMIC HT  -         129.401 (meters)     424.54  (feet)  COMP
 LW1768  MODELED GRAV-     980,307.0   (mgal)                       NAVD 88
 LW1768
 LW1768  VERT ORDER  -  SECOND    CLASS II
 LW1768
 LW1768.This mark is at North Central State Airport (SFZ)
 LW1768
 LW1768.The horizontal coordinates were scaled from a topographic map and have
 LW1768.an estimated accuracy of +/- 6 seconds.
 LW1768
 LW1768.The orthometric height was determined by differential leveling
 LW1768.and adjusted by the National Geodetic Survey in June 1991..
 LW1768
 LW1768.Photographs are available for this station.
 LW1768
 LW1768.The geoid height was determined by GEOID03.
 LW1768
 LW1768.The dynamic height is computed by dividing the NAVD 88
 LW1768.geopotential number by the normal gravity value computed on the
 LW1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1768.degrees latitude (g = 980.6199 gals.).
 LW1768
 LW1768.The modeled gravity was interpolated from observed gravity values.
 LW1768
 LW1768;                    North         East    Units  Estimated Accuracy
 LW1768;SPC RI       -    93,050.      100,620.      MT  (+/- 180 meters Scaled)
 LW1768
 LW1768                          SUPERSEDED SURVEY CONTROL
 LW1768
 LW1768.No superseded survey control is available for this station.
 LW1768
 LW1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG933440(NAD 83)
 LW1768_MARKER: DH = HORIZONTAL CONTROL DISK
 LW1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1768_SP_SET: CONCRETE POST
 LW1768_STAMPING: 890 1982
 LW1768_MARK LOGO: NGS   
 LW1768_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1768+STABILITY: SURFACE MOTION
 LW1768
 LW1768  HISTORY     - Date     Condition        Report By
 LW1768  HISTORY     - 1982     MONUMENTED       RIGS
 LW1768  HISTORY     - 1985     GOOD             RIGS
 LW1768
 LW1768                          STATION DESCRIPTION
 LW1768
 LW1768'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1982
 LW1768'THE BASE LINE IS LOCATED ABOUT 12.87 KM (8.0 MI) NORTHWEST OF
 LW1768'PROVIDENCE, 10.46 KM (6.5 MI) WEST-NORTHWEST OF PAWTUCKET 8.85 KM (5.5
 LW1768'MI) SOUTH OF WOONSOCKET AT THE NORTH CENTRAL STATE AIRPORT ALONG THE
 LW1768'NORTHWEST SIDE OF THE NORTHEAST-SOUTHWEST RUNWAY.
 LW1768' 
 LW1768'TO REACH THE 0 METER POINT FROM THE JUNCTION OF STATE HIGHWAYS 116 AND
 LW1768'123 NORTHWEST OF PROVIDENCE, GO SOUTH ON STATE HIGHWAY 123 FOR 1.61 KM
 LW1768'(1.0 MI) TO WHERE STATE HIGHWAY 123 BEARS LEFT AND THE NORTH ENTRANCE
 LW1768'TO NORTH CENTRAL STATE AIRPORT, GO SOUTHERLY ON AIRPORT DRIVE FOR 0.32
 LW1768'KM (0.2 MI) TO GATE BETWEEN HANGARS, (CHECK WITH AIRPORT MANAGER
 LW1768'BEFORE ENTERING) PASS THRU GATE, BEAR RIGHT, FOLLOW TAXIWAY FOR 0.40
 LW1768'KM (0.25 MI) TO YELLOW STRIPE ACROSS TAXIWAY, TURN RIGHT, GO NORTHEAST
 LW1768'ALONG SOUTHEAST SIDE OF RUNWAY FOR 0.64 KM (0.4 MI) TO END O RUNWAY,
 LW1768'TURN LEFT, GO NORTHWEST ALONG END OF RUNWAY FOR 0.08 KM (0.05 MI) TO
 LW1768'THE 0 METER POINT AND ZERO MINUS TEN METER POINT.  TO REACH OTHER
 LW1768'METER POINTS, GO SOUTHWEST FROM THE 0 METER ALONG THE NORTHWEST SIDE
 LW1768'OF THE RUNWAY FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT, CONTINUE
 LW1768'SOUTHWEST ALONG NORTHWEST SIDE OF THE RUNWAY FOR 0.24 KM (0.15 MI) TO
 LW1768'THE 400 METER POINT, CONTINUE SOUTHWEST ALONG NORTHWEST SIDE OF THE
 LW1768'RUNWAY FOR 0.48 KM (0.3 MI) TO THE 890 AND 900 METER POINTS.
 LW1768' 
 LW1768'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 LW1768'THE NORTHEAST END.  IT IS MADE UP OF THE 0, ZERO MINUS TEN, 150, 400,
 LW1768'890, AND 900 METER POINTS.
 LW1768' 
 LW1768'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 LW1768'THE NORTHEAST END.  IT IS MADE UP OF THE 0, ZERO MINUS TEN, 150, 400,
 LW1768'890, AND 900 METER POINTS.
 LW1768' 
 LW1768'ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH
 LW1768'THEIR BASE LINE DESIGNATION AND THE YEAR 1982. MEASUREMENTS WERE MADE
 LW1768'TO THE PUNCH HOLES IN THE CROSSES ON THE TOP OF THE DISKS.  THE MARKS
 LW1768'ARE ON A LINE PARALLEL WITH THE RUNWAY AND APPROXIMATELY 125 FEET
 LW1768'NORTHWEST.  THE PAVED DITCH EXTENDS FROM THE ZERO MINUS TEN METER
 LW1768'POINT TO JUST PAST THE 400 METER POINT.  (NO WITNESS POSTS).
 LW1768' 
 LW1768'FOR SITE ACCESS, CONTACT AIRPORT MANAGER (MR. TED POLAK) BEFORE
 LW1768'ENTERING AIRPORT PROPERTY.
 LW1768' 
 LW1768'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF RHODE
 LW1768'ISLAND.  FOR FURTHER INFORMATION CONTACT MR. TONY MOTTA, RHODE ISLAND
 LW1768'DEPARTMENT OF TRANSPORTATION, SURVEY SECTION, STATE OFFICE BUILDING,
 LW1768'ROOM 244D, PROVIDENCE, RHODE ISLAND 02903.  TELEPHONE (401) 277-2814.
 LW1768
 LW1768                          STATION RECOVERY (1985)
 LW1768
 LW1768'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1768'4.5 KM (2.8 MI) NORTH FROM ESMOND.
 LW1768'THE STATION IS LOCATED AT NORTH CENTRAL AIRPORT.  IT IS ONE OF A SIX
 LW1768'MONUMENT EDMI CALIBRATION BASELINE WHICH IS PARALLEL WITH AND 125 FEET
 LW1768'NORTHWEST OF THE NORTHEAST-SOUTHWEST RUNWAY.  TO REACH THE STATION
 LW1768'FROM THE NORTH ENTRANCE TO NORTH CENTRAL AIRPORT AND THE OPERATIONS
 LW1768'BUILDING, GO NORTHERLY .65 MILE TO THE NORTHWEST CORNER OF RUNWAY 23,
 LW1768'THENCE SOUTHWEST .55 MILE ALONG THE NORHTWEST EDGE OF THE RUNWAY TO
 LW1768'THE STATION 125 FEET ON THE RIGHT.  SET INTO THE TOP OF A ROUND
 LW1768'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1768'282 METERS (925 FT) NORTH-NORTHEAST FROM THE INTERSECTION OF THE
 LW1768'RUNWAYS, 38 METERS (125 FT) NORTHWEST FROM THE EDGE OF RUNWAY 23.
 LW1768'PERMISSION MUST BE OBTAINED FROM THE AIRPORT MANAGER BEFORE ENTERING
 LW1768'ONTO THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1769 ***********************************************************************
 LW1769  PACS        -  This is a Primary Airport Control Station.
 LW1769  DESIGNATION -  NORTH CENTRAL CBL 900
 LW1769  PID         -  LW1769
 LW1769  STATE/COUNTY-  RI/PROVIDENCE
 LW1769  USGS QUAD   -  PAWTUCKET (1975)
 LW1769
 LW1769                         *CURRENT SURVEY CONTROL
 LW1769  ___________________________________________________________________
 LW1769* NAD 83(1996)-  41 55 18.49976(N)    071 29 32.50611(W)     ADJUSTED  
 LW1769* NAVD 88     -       129.426  (meters)     424.63   (feet)  ADJUSTED  
 LW1769  ___________________________________________________________________
 LW1769  X           -   1,508,711.911 (meters)                     COMP
 LW1769  Y           -  -4,507,068.000 (meters)                     COMP
 LW1769  Z           -   4,239,212.290 (meters)                     COMP
 LW1769  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 LW1769  ELLIP HEIGHT-         100.02  (meters)          (06/04/02) GPS OBS
 LW1769  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LW1769  DYNAMIC HT  -         129.386 (meters)     424.49  (feet)  COMP
 LW1769  MODELED GRAV-     980,307.1   (mgal)                       NAVD 88
 LW1769
 LW1769  HORZ ORDER  -  B
 LW1769  VERT ORDER  -  SECOND    CLASS II
 LW1769  ELLP ORDER  -  FOURTH    CLASS I
 LW1769
 LW1769.This mark is at North Central State Airport (SFZ)
 LW1769
 LW1769.The horizontal coordinates were established by GPS observations
 LW1769.and adjusted by the National Geodetic Survey in May 2000..
 LW1769
 LW1769.The orthometric height was determined by differential leveling
 LW1769.and adjusted by the National Geodetic Survey in June 1991..
 LW1769
 LW1769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW1769
 LW1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1769
 LW1769.The ellipsoidal height was determined by GPS observations
 LW1769.and is referenced to NAD 83.
 LW1769
 LW1769.The geoid height was determined by GEOID03.
 LW1769
 LW1769.The dynamic height is computed by dividing the NAVD 88
 LW1769.geopotential number by the normal gravity value computed on the
 LW1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1769.degrees latitude (g = 980.6199 gals.).
 LW1769
 LW1769.The modeled gravity was interpolated from observed gravity values.
 LW1769
 LW1769;                    North         East     Units Scale Factor Converg.
 LW1769;SPC RI       -    93,123.213   100,633.517   MT  0.99999375   +0 00 18.4
 LW1769;SPC RI       -   305,521.74    330,161.80   sFT  0.99999375   +0 00 18.4
 LW1769;UTM  19      - 4,644,098.684   293,328.823   MT  1.00012562   -1 39 56.8
 LW1769
 LW1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1769!SPC RI       -   0.99998431  x   0.99999375  =   0.99997806
 LW1769!UTM  19      -   0.99998431  x   1.00012562  =   1.00010993
 LW1769
 LW1769:                Primary Azimuth Mark                     Grid Az
 LW1769:SPC RI       -  NORTH CENTRAL CBL 0 ZERO                 032 04 06.9
 LW1769:UTM  19      -  NORTH CENTRAL CBL 0 ZERO                 033 44 22.1
 LW1769
 LW1769|---------------------------------------------------------------------|
 LW1769| PID    Reference Object                     Distance      Geod. Az  |
 LW1769|                                                           dddmmss.s |
 LW1769| LW1765 NORTH CENTRAL CBL 0 ZERO            APPROX. 0.9 KM 0320425.3 |
 LW1769| LW0418 CENTRAL                             480.120 METERS 1283737.7 |
 LW1769| LW0420 G 33                                431.117 METERS 1681746.5 |
 LW1769|---------------------------------------------------------------------|
 LW1769
 LW1769                          SUPERSEDED SURVEY CONTROL
 LW1769
 LW1769  ELLIP H (05/22/00)  100.06   (m)                       GP(       ) 4 1
 LW1769  NAVD 88 (05/22/00)  129.43   (m)          424.6    (f) LEVELING    3  
 LW1769
 LW1769.Superseded values are not recommended for survey control.
 LW1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1769.See file dsdata.txt to determine how the superseded data were derived.
 LW1769
 LW1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9332944099(NAD 83)
 LW1769_MARKER: DQ = CALIBRATION BASE LINE DISK
 LW1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1769_SP_SET: CONCRETE POST
 LW1769_STAMPING: 900 1982
 LW1769_MARK LOGO: NGS   
 LW1769_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1769+STABILITY: SURFACE MOTION
 LW1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1769+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1999
 LW1769
 LW1769  HISTORY     - Date     Condition        Report By
 LW1769  HISTORY     - 1982     MONUMENTED       RIGS
 LW1769  HISTORY     - 1985     GOOD             RIGS
 LW1769  HISTORY     - 19990925 GOOD             WOOLPT
 LW1769
 LW1769                          STATION DESCRIPTION
 LW1769
 LW1769'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1982
 LW1769'THE BASE LINE IS LOCATED ABOUT 12.87 KM (8.0 MI) NORTHWEST OF
 LW1769'PROVIDENCE, 10.46 KM (6.5 MI) WEST-NORTHWEST OF PAWTUCKET 8.85 KM (5.5
 LW1769'MI) SOUTH OF WOONSOCKET AT THE NORTH CENTRAL STATE AIRPORT ALONG THE
 LW1769'NORTHWEST SIDE OF THE NORTHEAST-SOUTHWEST RUNWAY.
 LW1769' 
 LW1769'TO REACH THE 0 METER POINT FROM THE JUNCTION OF STATE HIGHWAYS 116 AND
 LW1769'123 NORTHWEST OF PROVIDENCE, GO SOUTH ON STATE HIGHWAY 123 FOR 1.61 KM
 LW1769'(1.0 MI) TO WHERE STATE HIGHWAY 123 BEARS LEFT AND THE NORTH ENTRANCE
 LW1769'TO NORTH CENTRAL STATE AIRPORT, GO SOUTHERLY ON AIRPORT DRIVE FOR 0.32
 LW1769'KM (0.2 MI) TO GATE BETWEEN HANGARS, (CHECK WITH AIRPORT MANAGER
 LW1769'BEFORE ENTERING) PASS THRU GATE, BEAR RIGHT, FOLLOW TAXIWAY FOR 0.40
 LW1769'KM (0.25 MI) TO YELLOW STRIPE ACROSS TAXIWAY, TURN RIGHT, GO NORTHEAST
 LW1769'ALONG SOUTHEAST SIDE OF RUNWAY FOR 0.64 KM (0.4 MI) TO END OF RUNWAY,
 LW1769'TURN LEFT, GO NORTHWEST ALONG END OF RUNWAY FOR 0.08 KM (0.05 MI) TO
 LW1769'THE 0 METER POINT AND ZERO MINUS TEN METER POINT.  TO REACH OTHER
 LW1769'METER POINTS, GO SOUTHWEST FROM THE 0 METER ALONG THE NORTHWEST SIDE
 LW1769'OF THE RUNWAY FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT, CONTINUE
 LW1769'SOUTHWEST ALONG NORTHWEST SIDE OF THE RUNWAY FOR 0.24 KM (0.15 MI) TO
 LW1769'THE 400 METER POINT, CONTINUE SOUTHWEST ALONG NORTHWEST SIDE OF THE
 LW1769'RUNWAY FOR 0.48 KM (0.3 MI) TO THE 890 AND 900 METER POINTS.
 LW1769' 
 LW1769'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 LW1769'THE NORTHEAST END.  IT IS MADE UP OF THE 0, ZERO MINUS TEN, 150, 400,
 LW1769'890, AND 900 METER POINTS.
 LW1769' 
 LW1769'ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH
 LW1769'THEIR BASE LINE DESIGNATION AND THE YEAR 1982. MEASUREMENTS WERE MADE
 LW1769'TO THE PUNCH HOLES IN THE CROSSES ON THE TOP OF THE DISKS.  THE MARKS
 LW1769'ARE ON A LINE PARALLEL WITH THE RUNWAY AND APPROXIMATELY 125 FEET
 LW1769'NORTHWEST.  THE PAVED DITCH EXTENDS FROM THE ZERO MINUS TEN METER
 LW1769'POINT TO JUST PAST THE 400 METER POINT.  (NO WITNESS POSTS).
 LW1769' 
 LW1769'FOR SITE ACCESS, CONTACT AIRPORT MANAGER (MR. TED POLAK) BEFORE
 LW1769'ENTERING AIRPORT PROPERTY.
 LW1769' 
 LW1769'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF RHODE
 LW1769'ISLAND.  FOR FURTHER INFORMATION CONTACT MR. TONY MOTTA, RHODE ISLAND
 LW1769'DEPARTMENT OF TRANSPORTATION, SURVEY SECTION, STATE OFFICE BUILDING,
 LW1769'ROOM 244D, PROVIDENCE, RHODE ISLAND 02903.  TELEPHONE (401) 277-2814.
 LW1769
 LW1769                          STATION RECOVERY (1985)
 LW1769
 LW1769'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1769'4.5 KM (2.8 MI) NORTH FROM ESMOND.
 LW1769'THE STATION IS LOCATED AT NORTH CENTRAL AIRPORT.  IT IS ONE OF A
 LW1769'MONUMENT EDMI CALIBRATION BASELINE WHICH IS PARALLEL WITH AND 125 FEET
 LW1769'NORTHWEST OF THE NORTHEAST-SOUTHWEST RUNWAY.  TO REACH THE STATION
 LW1769'FROM THE NORTH ENTRANCE TO NORTH CENTRAL AIRPORT AND THE OPERATIONS
 LW1769'BUILDING, GO NORTHERLY .65 MILE TO THE NORTHWEST CORNER OF RUNWAY 23,
 LW1769'THENCE SOUTHWEST .56 MILE ALONG THE NORTHWEST EDGE THE RUNWAY TO THE
 LW1769'STATION ON THE RIGHT.  SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1769'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 275 METERS (900 FT)
 LW1769'NORTH-NORTHEAST FROM THE INTERSECTION OF TWO RUNWAYS, 38 METERS
 LW1769'(125 FT) NORTHWEST FROM THE EDGE OF RUNWAY 23.  PERMISSION MUST BE
 LW1769'OBTAINED FROM THE AIRPORT MANAGER BEFORE ENTERING ONTO THE FIELD.
 LW1769
 LW1769                          STATION RECOVERY (1999)
 LW1769
 LW1769'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LW1769'RECOVERED AS DESCRIBED.
 LW1769'ADDITIONAL TIES-- THE STATION IS LOCATED 61.23 M (200.89 FT) FROM THE
 LW1769'CENTERLINE OF RUNWAY 23 ON A MAGNETIC COMPASS AZIMUTH OF 320 DEGREES,
 LW1769'58.09 M (190.58 FT) FROM THE THIRD RUNWAY LIGHT NORTH OF TAXIWAY C ON
 LW1769'A MAGNETIC COMPASS AZIMUTH OF 266 DEGREES, 38.25 M (125.49 FT) FROM
 LW1769'THE SECOND RUNWAY LIGHT NORTH OF TAXIWAY C ON A MAGNETIC COMPASS
 LW1769'AZIMUTH OF 340 DEGREES, 15.00 M (49.21 FT) FROM THE TREELINE ON A
 LW1769'MAGNETIC COMPASS AZIMUTH OF 139 DEGREES, 10.00 M (32.81 FT) FROM CBL
 LW1769'890 ON A MAGNETIC COMPASS AZIMUTH OF 230 DEGREES.  THIS STATION IS
 LW1769'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2538 ***********************************************************************
 LW2538  DESIGNATION -  NORTH KINGSTOWN STANDPIPE 2
 LW2538  PID         -  LW2538
 LW2538  STATE/COUNTY-  RI/WASHINGTON
 LW2538  USGS QUAD   -  EAST GREENWICH (1975)
 LW2538
 LW2538                         *CURRENT SURVEY CONTROL
 LW2538  ___________________________________________________________________
 LW2538* NAD 83(1996)-  41 38 29.31538(N)    071 26 06.50534(W)     ADJUSTED  
 LW2538* NAVD 88     -                                                        
 LW2538  ___________________________________________________________________
 LW2538  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 LW2538  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW2538
 LW2538  HORZ ORDER  -  THIRD
 LW2538
 LW2538.The horizontal coordinates were established by classical geodetic methods
 LW2538.and adjusted by the National Geodetic Survey in August 1998..
 LW2538
 LW2538
 LW2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2538
 LW2538.The geoid height was determined by GEOID03.
 LW2538
 LW2538;                    North         East     Units Scale Factor Converg.
 LW2538;SPC RI       -    61,989.538   105,403.694   MT  0.99999411   +0 02 35.1
 LW2538;SPC RI       -   203,377.34    345,811.95   sFT  0.99999411   +0 02 35.1
 LW2538;UTM  19      - 4,612,835.652   297,192.138   MT  1.00010618   -1 37 07.0
 LW2538
 LW2538                          SUPERSEDED SURVEY CONTROL
 LW2538
 LW2538  NAD 83(1996)-  41 38 29.31478(N)    071 26 06.50478(W) AD(       ) 4
 LW2538  NAD 83(1992)-  41 38 29.31392(N)    071 26 06.50453(W) AD(       ) 4
 LW2538  NAD 83(1992)-  41 38 29.31342(N)    071 26 06.50443(W) AD(       ) 4
 LW2538  NAD 83(1986)-  41 38 29.31343(N)    071 26 06.50386(W) AD(       ) 4
 LW2538  NAD 27      -  41 38 28.94891(N)    071 26 08.29869(W) AD(       ) 3
 LW2538
 LW2538.Superseded values are not recommended for survey control.
 LW2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2538.See file dsdata.txt to determine how the superseded data were derived.
 LW2538
 LW2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9719212836(NAD 83)
 LW2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2538+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW2538
 LW2538  HISTORY     - Date     Condition        Report By
 LW2538  HISTORY     - 1968     MONUMENTED       CGS
 LW2538  HISTORY     - 19941001 GOOD             USPSQD
 LW2538  HISTORY     - 19980110 GOOD             INDIV
 LW2538  HISTORY     - 20010807 GOOD             USPSQD
 LW2538
 LW2538                          STATION DESCRIPTION
 LW2538
 LW2538'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2538'THE STATION, NORTH KINGSTOWN STANDPIPE NUMBER 2, IS
 LW2538'THE TOP CENTER OF THE RED AND WHITE CHECKERED CYLINDRICAL
 LW2538'STANDPIPE WHICH IS ABOUT 90 FEET HIGH.
 LW2538'
 LW2538'THE STATION IS REACH FROM THE JUNCTION OF U.S. 1
 LW2538'AND FORGE ROAD (SOUTH SECTION OF EAST GREENWICH) BY
 LW2538'GOING SOUTHEASTERLY ON FORGE ROAD FOR 1.5 MILES TO THE
 LW2538'STATION ON THE LEFT AT THE REAR OF A HOUSE.
 LW2538
 LW2538                          STATION RECOVERY (1994)
 LW2538
 LW2538'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2538'RECOVERED IN GOOD CONDITION.
 LW2538
 LW2538                          STATION RECOVERY (1998)
 LW2538
 LW2538'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2538'RECOVERED IN GOOD CONDITION.
 LW2538
 LW2538                          STATION RECOVERY (2001)
 LW2538
 LW2538'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2330 ***********************************************************************
 LW2330  DESIGNATION -  NORTH POINT HOUSE CHIMNEY
 LW2330  PID         -  LW2330
 LW2330  STATE/COUNTY-  RI/NEWPORT
 LW2330  USGS QUAD   -  BRISTOL (1975)
 LW2330
 LW2330                         *CURRENT SURVEY CONTROL
 LW2330  ___________________________________________________________________
 LW2330* NAD 83(1996)-  41 39 59.90454(N)    071 20 41.53163(W)     ADJUSTED  
 LW2330* NAVD 88     -                                                        
 LW2330  ___________________________________________________________________
 LW2330  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 LW2330  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW2330
 LW2330  HORZ ORDER  -  THIRD
 LW2330
 LW2330.The horizontal coordinates were established by classical geodetic methods
 LW2330.and adjusted by the National Geodetic Survey in August 1998..
 LW2330
 LW2330
 LW2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2330
 LW2330.The geoid height was determined by GEOID03.
 LW2330
 LW2330;                    North         East     Units Scale Factor Converg.
 LW2330;SPC RI       -    64,793.957   112,919.431   MT  0.99999580   +0 06 11.3
 LW2330;SPC RI       -   212,578.17    370,469.83   sFT  0.99999580   +0 06 11.3
 LW2330;UTM  19      - 4,615,421.136   304,786.759   MT  1.00006898   -1 33 33.7
 LW2330
 LW2330                          SUPERSEDED SURVEY CONTROL
 LW2330
 LW2330  NAD 83(1996)-  41 39 59.90424(N)    071 20 41.53147(W) AD(       ) 4
 LW2330  NAD 83(1992)-  41 39 59.90290(N)    071 20 41.53067(W) AD(       ) 4
 LW2330  NAD 83(1992)-  41 39 59.90248(N)    071 20 41.53069(W) AD(       ) 4
 LW2330  NAD 83(1986)-  41 39 59.90294(N)    071 20 41.52975(W) AD(       ) 4
 LW2330  NAD 27      -  41 39 59.53600(N)    071 20 43.35900(W) AD(       ) 3
 LW2330
 LW2330.Superseded values are not recommended for survey control.
 LW2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2330.See file dsdata.txt to determine how the superseded data were derived.
 LW2330
 LW2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0478715421(NAD 83)
 LW2330
 LW2330  HISTORY     - Date     Condition        Report By
 LW2330  HISTORY     - 1912     MONUMENTED       CGS
 LW2330  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2330
 LW2330                          STATION DESCRIPTION
 LW2330
 LW2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JBB)
 LW2330'STATION IS NEAR THE NORTHERN EXTREMITY OF NORTH POINT, ON
 LW2330'PRUDENCE ISLAND.  THE STATION IS A SMALL TERRA-COTTA CHIMNEY
 LW2330'ON A FISH HOUSE.
 LW2330
 LW2330                          STATION RECOVERY (1956)
 LW2330
 LW2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2330'STATION DESTROYED.  HOUSE AND CHIMNEY BOTH DESTROYED YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3501 ***********************************************************************
 LW3501  DESIGNATION -  NORTH SCITUATE CONG CH SPIRE
 LW3501  PID         -  LW3501
 LW3501  STATE/COUNTY-  RI/PROVIDENCE
 LW3501  USGS QUAD   -  NORTH SCITUATE (1975)
 LW3501
 LW3501                         *CURRENT SURVEY CONTROL
 LW3501  ___________________________________________________________________
 LW3501* NAD 83(1996)-  41 50 03.90263(N)    071 35 12.64092(W)     ADJUSTED  
 LW3501* NAVD 88     -                                                        
 LW3501  ___________________________________________________________________
 LW3501  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 LW3501  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW3501
 LW3501  HORZ ORDER  -  THIRD
 LW3501
 LW3501.The horizontal coordinates were established by classical geodetic methods
 LW3501.and adjusted by the National Geodetic Survey in August 1998..
 LW3501
 LW3501
 LW3501.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3501
 LW3501.The geoid height was determined by GEOID03.
 LW3501
 LW3501;                    North         East     Units Scale Factor Converg.
 LW3501;SPC RI       -    83,420.617    92,786.272   MT  0.99999439   -0 03 28.5
 LW3501;SPC RI       -   273,689.14    304,416.29   sFT  0.99999439   -0 03 28.5
 LW3501;UTM  19      - 4,634,627.382   285,200.993   MT  1.00016779   -1 43 33.7
 LW3501
 LW3501                          SUPERSEDED SURVEY CONTROL
 LW3501
 LW3501  NAD 83(1996)-  41 50 03.90227(N)    071 35 12.64074(W) AD(       ) 4
 LW3501  NAD 83(1992)-  41 50 03.90132(N)    071 35 12.63995(W) AD(       ) 4
 LW3501  NAD 83(1992)-  41 50 03.90114(N)    071 35 12.64013(W) AD(       ) 4
 LW3501  NAD 83(1986)-  41 50 03.90074(N)    071 35 12.63815(W) AD(       ) 4
 LW3501  NAD 27      -  41 50 03.54285(N)    071 35 14.41120(W) AD(       ) 3
 LW3501
 LW3501.Superseded values are not recommended for survey control.
 LW3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3501.See file dsdata.txt to determine how the superseded data were derived.
 LW3501
 LW3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8520134627(NAD 83)
 LW3501
 LW3501  HISTORY     - Date     Condition        Report By
 LW3501  HISTORY     - 1968     MONUMENTED       CGS
 LW3501  HISTORY     - 19971206 GOOD             USPSQD
 LW3501  HISTORY     - 19991231 GOOD             USPSQD
 LW3501
 LW3501                          STATION DESCRIPTION
 LW3501
 LW3501'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3501'THE STATION, NORTH SCITUATE CONGREGATIONAL CHURCH SPIRE, IS THE
 LW3501'TOP CENTER OF THE SPIRE ON TOP OF THE CHURCH.  THE SPIRE IS ABOUT
 LW3501'75 FEET IN HEIGHT.
 LW3501'
 LW3501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101
 LW3501'AND 116 IN THE NORTH SECTION OF NORTH SCITUATE, GO SOUTH ON
 LW3501'STATE HIGHWAY 116 TO THE STATION ON THE RIGHT.
 LW3501
 LW3501                          STATION RECOVERY (1997)
 LW3501
 LW3501'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW3501'RECOVERED IN GOOD CONDITION.
 LW3501
 LW3501                          STATION RECOVERY (1999)
 LW3501
 LW3501'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW3501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0821 ***********************************************************************
 LW0821  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0821  DESIGNATION -  NOYES POINT OP 1
 LW0821  PID         -  LW0821
 LW0821  STATE/COUNTY-  RI/WASHINGTON
 LW0821  USGS QUAD   -  WATCH HILL (1984)
 LW0821
 LW0821                         *CURRENT SURVEY CONTROL
 LW0821  ___________________________________________________________________
 LW0821* NAD 83(1996)-  41 19 55.68048(N)    071 45 21.92086(W)     ADJUSTED  
 LW0821* NAVD 88     -        19.427  (meters)      63.74   (feet)  ADJUSTED  
 LW0821  ___________________________________________________________________
 LW0821  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LW0821  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW0821  DYNAMIC HT  -          19.420 (meters)      63.71  (feet)  COMP
 LW0821  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LW0821
 LW0821  HORZ ORDER  -  SECOND
 LW0821  VERT ORDER  -  SECOND    CLASS 0
 LW0821
 LW0821.The horizontal coordinates were established by classical geodetic methods
 LW0821.and adjusted by the National Geodetic Survey in August 1998..
 LW0821
 LW0821.The orthometric height was determined by differential leveling
 LW0821.and adjusted by the National Geodetic Survey in June 1991..
 LW0821
 LW0821.This Tidal Bench Mark is designated as VM 13924
 LW0821.by the Center for Operational Oceanographic Products and Services.
 LW0821
 LW0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0821
 LW0821.The geoid height was determined by GEOID03.
 LW0821
 LW0821.The dynamic height is computed by dividing the NAVD 88
 LW0821.geopotential number by the normal gravity value computed on the
 LW0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0821.degrees latitude (g = 980.6199 gals.).
 LW0821
 LW0821.The modeled gravity was interpolated from observed gravity values.
 LW0821
 LW0821;                    North         East     Units Scale Factor Converg.
 LW0821;SPC RI       -    27,662.694    78,562.540   MT  0.99999940   -0 10 08.9
 LW0821;SPC RI       -    90,756.69    257,750.60   sFT  0.99999940   -0 10 08.9
 LW0821;UTM  19      - 4,579,293.044   269,364.626   MT  1.00025468   -1 49 15.5
 LW0821
 LW0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0821!SPC RI       -   1.00000175  x   0.99999940  =   1.00000115
 LW0821!UTM  19      -   1.00000175  x   1.00025468  =   1.00025643
 LW0821
 LW0821                          SUPERSEDED SURVEY CONTROL
 LW0821
 LW0821  NAD 83(1992)-  41 19 55.67917(N)    071 45 21.92006(W) AD(       ) 2
 LW0821  NAD 83(1986)-  41 19 55.67787(N)    071 45 21.92156(W) AD(       ) 2
 LW0821  NAD 27      -  41 19 55.31754(N)    071 45 23.68511(W) AD(       ) 2
 LW0821  NGVD 29 (??/??/92)   19.717  (m)           64.69   (f) ADJ UNCH    2 0
 LW0821
 LW0821.Superseded values are not recommended for survey control.
 LW0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0821.See file dsdata.txt to determine how the superseded data were derived.
 LW0821
 LW0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6936579293(NAD 83)
 LW0821_MARKER: DR = REFERENCE MARK DISK
 LW0821_SETTING: 66 = SET IN ROCK OUTCROP
 LW0821_SP_SET: ROCK OUTCROP
 LW0821_STAMPING: NOYES POINT OP 1 1940
 LW0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0821+STABILITY: POSITION/ELEVATION WELL
 LW0821
 LW0821  HISTORY     - Date     Condition        Report By
 LW0821  HISTORY     - 1940     MONUMENTED       CGS
 LW0821  HISTORY     - 1943     GOOD             CGS
 LW0821  HISTORY     - 1943     GOOD             NGS
 LW0821  HISTORY     - 1969     GOOD             CGS
 LW0821  HISTORY     - 1988     GOOD             USPSQD
 LW0821  HISTORY     - 1989     GOOD             USPSQD
 LW0821  HISTORY     - 1990     GOOD             USPSQD
 LW0821
 LW0821                          STATION DESCRIPTION
 LW0821
 LW0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0821'THE STATION IS 58.37 FT. (HOR.) NE OF STATION CHAPMAN (U.S.E.).  IT
 LW0821'IS 50-1/2 FT. N OF THE GATE IN THE E-W FENCE, AND 65 YDS. W OF
 LW0821'THE CENTER OF THE PAVED N-S HIGHWAY.  IT IS A STANDARD STATION
 LW0821'DISK, STAMPED NOYES POINT OP NO 1 1940 AND SET IN THE TOP OF A
 LW0821'ROCK PROJECTING ABOUT 6 IN. ABOVE GROUND.  IT WAS LOCATED BY
 LW0821'TRAVERSE FROM STATION CHAPMAN (U.S.E.).
 LW0821
 LW0821                          STATION RECOVERY (1943)
 LW0821
 LW0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0821'STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE FOUND
 LW0821'IN GOOD CONDITION.  THE ARMY HAS BUILT TWO CONCRETE FIRE CONTROL
 LW0821'TOWERS JUST N OF THE STATION.  A NEW DESCRIPTION FOLLOWS--
 LW0821'
 LW0821'STATION IS LOCATED ON THE HIGHEST PART OF NOYES NECK.  IT IS
 LW0821'65 YDS. W OF THE CENTERLINE OF THE N-S ROAD THAT LEADS TO THE
 LW0821'BEACH, 50.5 FT. N OF THE GATE IN THE S FENCE, AND 18.5 FT. S OF
 LW0821'THE N FENCE.  IT IS 58.36 FT. NE OF STATION CHAPMAN (U.S.E.).  IT
 LW0821'IS A STANDARD STATION DISK, STAMPED NOYES POINT OP NO 1 1940
 LW0821'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT
 LW0821'6 IN. ABOVE GROUND.
 LW0821'
 LW0821'REFERENCE MARK NOYES IS N OF THE STATION.  IT IS NEAR THE SE
 LW0821'CORNER AND ABOUT 5 FT. E OF THE E SIDE OF THE W ONE OF TWO ARMY
 LW0821'HOUSES.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED NOYES 1940
 LW0821'AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 LW0821
 LW0821                          STATION RECOVERY (1943)
 LW0821
 LW0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0821'7.2 MI NE FROM WATCH HILL.
 LW0821'7.2 MILES NORTHEAST OF WATCH HILL, WASHINGTON COUNTY.  THIS
 LW0821'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.5
 LW0821'MILE NORTHEAST ALONG WESTERLY ROAD, THENCE 1.9 MILES NORTHEAST
 LW0821'ALONG OCEAN VIEW HIGHWAY, THENCE 4.1 MILES NORTHEAST ALONG
 LW0821'SHORE ROAD, AND THENCE 0.7 MILE SOUTH ALONG THE WEEKAPAUG ROAD.
 LW0821'IT IS AT THE ARMY INSTALLATIONS, 70.1 FEET SOUTH OF THE SOUTHEAST
 LW0821'LEG OF THE WESTERNMOST LOOKOUT TOWER, 63.2 FEET SOUTHWEST OF THE
 LW0821'SOUTHWEST CORNER OF A TWO-STORY BROWN HOUSE, 18.3 FEET SOUTH OF
 LW0821'THE SOUTH WIRE FENCE, AND IN A ROCK OUTCROP.  A STANDARD
 LW0821'TRIANGULATION-STATION DISK, STAMPED NOYES POINT OP NO 1 1940.
 LW0821
 LW0821                          STATION RECOVERY (1969)
 LW0821
 LW0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW0821'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A TRAVERSE
 LW0821'CONNECTION WAS MADE TO CHAPMAN (USE) 1909 AND CHAPMAN RM 3
 LW0821'1969.  DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW0821'
 LW0821'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF WESTERLY, 4-1/2
 LW0821'MILES SOUTH-SOUTHWEST OF BRADFORD, 1/2 MILE NORTHEAST OF WEEKAPAUG
 LW0821'AND ON PROPERTY OF MR. DANFORD S. MITCHELL.
 LW0821'
 LW0821'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 LW0821'91 (GRANITE STREET AND TOWER STREET), IN WESTERLY, GO SOUTH
 LW0821'AND THEN EASTERLY ON U.S. HIGHWAY 1 NORTH FOR 3.5 MILES TO A
 LW0821'CROSSROAD AT DUNN CORNERS.  CONTINUE EASTERLY ON U.S. HIGHWAY 1
 LW0821'NORTH FOR 1.2 MILES TO THE JUNCTION OF SCENIC HIGHWAY 1A
 LW0821'RIGHT.  TURN SHARP RIGHT AND GO SOUTHWESTERLY ON SCENIC HIGHWAY
 LW0821'1A FOR 0.9 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON NUSHKA
 LW0821'ROAD FOR 0.7 MILE TO A PRIVATE DRIVE ON RIGHT AND POWER POLE 10.
 LW0821'TURN RIGHT AND GO WEST INTO PRIVATE DRIVE FOR 0.05 MILE TO POWER
 LW0821'POLE 4999 AND STATION ON RIGHT AS DESCRIBED.
 LW0821'
 LW0821'STATION MARK, STAMPED NOYES POINT OP NO 1 1940, IS CEMENTED IN
 LW0821'A BEDROCK FORMATION 2 BY 2 FEET IN SIZE AND IS SET FLUSH WITH
 LW0821'THE GROUND.  IT IS 193 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LW0821'HOUSE, 71.8 FEET NORTH-NORTHEAST OF POWER POLE 4999 AND 68.5
 LW0821'FEET NORTH OF CENTER OF DRIVEWAY.  (NOTE 2)
 LW0821'
 LW0821'HEIGHT OF LIGHT ABOVE STATION MARK 1 FOOT.
 LW0821'
 LW0821'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW0821'1/2 MILE NE OF WEEKAPAUG.
 LW0821
 LW0821                          STATION RECOVERY (1988)
 LW0821
 LW0821'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0821'RECOVERED IN GOOD CONDITION.
 LW0821
 LW0821                          STATION RECOVERY (1989)
 LW0821
 LW0821'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0821'RECOVERED IN GOOD CONDITION.
 LW0821
 LW0821                          STATION RECOVERY (1990)
 LW0821
 LW0821'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0820 ***********************************************************************
 LW0820  DESIGNATION -  NOYES RM
 LW0820  PID         -  LW0820
 LW0820  STATE/COUNTY-  RI/WASHINGTON
 LW0820  USGS QUAD   -  WATCH HILL (1984)
 LW0820
 LW0820                         *CURRENT SURVEY CONTROL
 LW0820  ___________________________________________________________________
 LW0820* NAD 83(1986)-  41 19 55.     (N)    071 45 22.     (W)     SCALED    
 LW0820* NAVD 88     -        18.898  (meters)      62.00   (feet)  ADJUSTED  
 LW0820  ___________________________________________________________________
 LW0820  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW0820  DYNAMIC HT  -          18.891 (meters)      61.98  (feet)  COMP
 LW0820  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LW0820
 LW0820  VERT ORDER  -  SECOND    CLASS 0
 LW0820
 LW0820.The horizontal coordinates were scaled from a topographic map and have
 LW0820.an estimated accuracy of +/- 6 seconds.
 LW0820
 LW0820.The orthometric height was determined by differential leveling
 LW0820.and adjusted by the National Geodetic Survey in June 1991..
 LW0820
 LW0820.The geoid height was determined by GEOID03.
 LW0820
 LW0820.The dynamic height is computed by dividing the NAVD 88
 LW0820.geopotential number by the normal gravity value computed on the
 LW0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0820.degrees latitude (g = 980.6199 gals.).
 LW0820
 LW0820.The modeled gravity was interpolated from observed gravity values.
 LW0820
 LW0820;                    North         East    Units  Estimated Accuracy
 LW0820;SPC RI       -    27,640.       78,560.      MT  (+/- 180 meters Scaled)
 LW0820
 LW0820                          SUPERSEDED SURVEY CONTROL
 LW0820
 LW0820  NGVD 29 (??/??/92)   19.188  (m)           62.95   (f) ADJ UNCH    2 0
 LW0820
 LW0820.Superseded values are not recommended for survey control.
 LW0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0820.See file dsdata.txt to determine how the superseded data were derived.
 LW0820
 LW0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF693792(NAD 83)
 LW0820_MARKER: DR = REFERENCE MARK DISK
 LW0820_SETTING: 66 = SET IN ROCK OUTCROP
 LW0820_SP_SET: ROCK OUTCROP
 LW0820_STAMPING: NOYES 1940
 LW0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0820+STABILITY: POSITION/ELEVATION WELL
 LW0820
 LW0820  HISTORY     - Date     Condition        Report By
 LW0820  HISTORY     - 1940     MONUMENTED       CGS
 LW0820  HISTORY     - 1943     GOOD             NGS
 LW0820  HISTORY     - 1988     GOOD             USPSQD
 LW0820  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0820
 LW0820                          STATION DESCRIPTION
 LW0820
 LW0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0820'7.2 MI NE FROM WATCH HILL.
 LW0820'7.2 MILES NORTHEAST OF WATCH HILL, WASHINGTON COUNTY.  THIS
 LW0820'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.5
 LW0820'MILE NORTHEAST ALONG WESTERLY ROAD, THENCE 1.9 MILES NORTHEAST
 LW0820'ALONG OCEAN VIEW HIGHWAY, THENCE 4.1 MILES NORTHEAST ALONG SHORE
 LW0820'ROAD, AND THENCE 0.7 MILE SOUTH ALONG THE WEEKAPAUG ROAD.  IT IS
 LW0820'AT THE ARMY INSTALLATIONS, 62.5 FEET WEST OF THE SOUTHWEST LEG
 LW0820'OF THE EASTERNMOST LOOKOUT TOWER, 16 FEET NORTH OF THE CENTER
 LW0820'LINE OF THE ROAD, 8.3 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 LW0820'A TWO-STORY BROWN HOUSE, AND IN THE TOP OF A ROCK OUTCROP.  A
 LW0820'STANDARD REFERENCE-MARK DISK, STAMPED NOYES 1940.
 LW0820
 LW0820                          STATION RECOVERY (1988)
 LW0820
 LW0820'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0820'RECOVERED IN GOOD CONDITION.
 LW0820
 LW0820                          STATION RECOVERY (1989)
 LW0820
 LW0820'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9509 ***********************************************************************
 AI9509  FBN         -  This is a Federal Base Network Control Station.
 AI9509  DESIGNATION -  NPRI A
 AI9509  PID         -  AI9509
 AI9509  STATE/COUNTY-  RI/NEWPORT
 AI9509  USGS QUAD   -  PRUDENCE ISLAND (1975)
 AI9509
 AI9509                         *CURRENT SURVEY CONTROL
 AI9509  ___________________________________________________________________
 AI9509* NAD 83(1996)-  41 30 23.43705(N)    071 19 31.14289(W)     ADJUSTED  
 AI9509* NAVD 88     -         1.716  (meters)       5.63   (feet)  ADJUSTED  
 AI9509  ___________________________________________________________________
 AI9509  X           -   1,531,642.852 (meters)                     COMP
 AI9509  Y           -  -4,531,636.536 (meters)                     COMP
 AI9509  Z           -   4,204,695.040 (meters)                     COMP
 AI9509  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 AI9509  ELLIP HEIGHT-         -28.26  (meters)          (06/22/01) GPS OBS
 AI9509  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AI9509  DYNAMIC HT  -           1.716 (meters)       5.63  (feet)  COMP
 AI9509  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 AI9509
 AI9509  HORZ ORDER  -  A
 AI9509  VERT ORDER  -  SECOND    CLASS I
 AI9509  ELLP ORDER  -  FOURTH    CLASS I
 AI9509
 AI9509.This is a reference station for the NAVAL STATION NEW
 AI9509.National Continuously Operating Reference Station (NPRI).
 AI9509
 AI9509.The horizontal coordinates were established by GPS observations
 AI9509.and adjusted by the National Geodetic Survey in June 2001..
 AI9509
 AI9509.The orthometric height was determined by differential leveling
 AI9509.and adjusted by the National Geodetic Survey in July 2002..
 AI9509.No vertical observational check was made to the station.
 AI9509
 AI9509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9509
 AI9509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9509
 AI9509.The ellipsoidal height was determined by GPS observations
 AI9509.and is referenced to NAD 83.
 AI9509
 AI9509.The geoid height was determined by GEOID03.
 AI9509
 AI9509.The dynamic height is computed by dividing the NAVD 88
 AI9509.geopotential number by the normal gravity value computed on the
 AI9509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9509.degrees latitude (g = 980.6199 gals.).
 AI9509
 AI9509.The modeled gravity was interpolated from observed gravity values.
 AI9509
 AI9509;                    North         East     Units Scale Factor Converg.
 AI9509;SPC RI       -    47,012.309   114,583.773   MT  0.99999637   +0 06 56.7
 AI9509;SPC RI       -   154,239.55    375,930.26   sFT  0.99999637   +0 06 56.7
 AI9509;UTM  19      - 4,597,597.489   305,935.419   MT  1.00006349   -1 32 29.3
 AI9509
 AI9509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9509!SPC RI       -   1.00000443  x   0.99999637  =   1.00000080
 AI9509!UTM  19      -   1.00000443  x   1.00006349  =   1.00006792
 AI9509
 AI9509                          SUPERSEDED SURVEY CONTROL
 AI9509
 AI9509  NAVD 88 (06/22/01)    1.72   (m)            5.6    (f) LEVELING    3  
 AI9509
 AI9509.Superseded values are not recommended for survey control.
 AI9509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9509.See file dsdata.txt to determine how the superseded data were derived.
 AI9509
 AI9509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0593597597(NAD 83)
 AI9509_MARKER: DH = HORIZONTAL CONTROL DISK
 AI9509_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 AI9509_SP_SET: MASSIVE BRIDGE ABUTMENT
 AI9509_STAMPING: NPRI A 2000
 AI9509_MARK LOGO: NGS   
 AI9509_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI9509+STABILITY: POSITION/ELEVATION WELL
 AI9509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9509+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2000
 AI9509
 AI9509  HISTORY     - Date     Condition        Report By
 AI9509  HISTORY     - 2000     MONUMENTED       NGS
 AI9509  HISTORY     - 20001107 GOOD             NGS
 AI9509
 AI9509                          STATION DESCRIPTION
 AI9509
 AI9509'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AI9509'THE STATION IS LOCATED ON COASTERS HARBOR ISLAND JUST SOUTHEAST
 AI9509'OF GATE NUMBER 1 OF THE US NAVY BASE, IN THE TOP OF THE MASSIVE
 AI9509'CONCRETE ABUTMENT OF THE TRAINING STATION ROAD BRIDGE OVER
 AI9509'COASTERS HARBOR. OWNERSHIP--US NAVY.  TO REACH THE STATION FROM
 AI9509'THE TRAFFIC ROTARY (JUNCTION OF STATE HIGHWAY 138, CONNELL
 AI9509'HIGHWAY AND TRAINING STATION ROAD) ON THE NORTH SIDE OF NEWPORT,
 AI9509'GO WEST ON TRAINING STATION ROAD FOR 0.8 KM (0.50 MI) TO THE GUARD
 AI9509'HOUSE OF GATE NUMBER 1 OF THE NAVAL COMPLEX, CHECK IN AND DO A
 AI9509'U-TURN AROUND THE GUARD HOUSE AND PARK IN THE PULL-OVER ON THE
 AI9509'SOUTH SIDE OF THE GUARD HOUSE, FROM THIS POINT PACK ABOUT 45.72 M
 AI9509'(150.00 FT) TO THE SOUTH SIDE OF THE WEST ABUTMENT OF THE TRAINING
 AI9509'STATION BRIDGE OVER THE HARBOR AND TO THE STATION IN THE
 AI9509'ABUTMENT ON THE SOUTH SIDE OF THE WEST END OF THE SOUTH
 AI9509'CONCRETE GUARD RAIL OF THE BRIDGE.  THE STATION IS AN NGS
 AI9509'HORIZONTAL CONTROL DISK CEMENTED IN A DRILL HOLE IN TOP OF THE
 AI9509'SOUTH SIDE OF THE WEST ABUTMENT OF THE BRIDGE.  LOCATED 32.16 M
 AI9509'(105.51 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE GUARD HOUSE,
 AI9509'18.75 M (61.52 FT) NORTHWEST OF THE EAST END OF THE ABUTMENT, 1.83 M
 AI9509'(6.00 FT) SOUTH OF THE SOUTH CURB OF THE BRIDGE AND 0.7 M (2.3 FT)
 AI9509'SOUTH OF THE SOUTH FACE OF THE WEST END OF THE CONCRETE GUARD
 AI9509'RAIL OF THE BRIDGE.
 AI9509'
 AI9509
 AI9509                          STATION RECOVERY (2000)
 AI9509
 AI9509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI9509'0.1 KM (0.05 MI) WESTERLY ALONG COMMERCIAL BOULEVARD FROM THE POST
 AI9509'OFFICE IN MIDDLETOWN, THENCE 0.05 KM (0.05 MI) NORTHERLY ALONG STATE
 AI9509'HIGHWAYS 138 AND 114, THENCE 1.3 KM (0.80 MI) WESTERLY ALONG MAPLE
 AI9509'AVENUE, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG FAREWELL AVENUE,
 AI9509'THENCE 0.6 KM (0.35 MI) WESTERLY ALONG 3RD STREET TO GATE NUMBER 1 OF
 AI9509'THE COASTERS HARBOR ISLAND NAVEL BASE, IN TOP OF THE SOUTH CONCRETE
 AI9509'RETAINING WALL OF THE WEST ABUTMENT OF THE 3RD STREET BRIDGE SPANNING
 AI9509'COASTERS HARBOR, 6.3 M (20.7 FT) SOUTH OF THE STREET CENTERLINE, 2.0 M
 AI9509'(6.6 FT) WEST OF THE WEST EDGE OF THE SOUTH END OF THE WEST ABUTMENT,
 AI9509'0.8 M (2.6 FT) NORTH OF THE SOUTH EDGE OF THE RETAINING WALL, AND 0.2
 AI9509'M (0.7 FT) BELOW THE LEVEL OF THE STREET.  NOTE--THE MARK IS ON
 AI9509'PROPERTY OWNED BY THE U.S.  DEPARTMENT OF THE NAVY, COASTERS HARBOR
 AI9509'NAVAL RESERVATION, NEWPORT, RI 02840, CONTACT JAMES SPRAGUE, TELEPHONE
 AI9509'401-841-4250.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9510 ***********************************************************************
 AI9510  CBN         -  This is a Cooperative Base Network Control Station.
 AI9510  DESIGNATION -  NPRI B
 AI9510  PID         -  AI9510
 AI9510  STATE/COUNTY-  RI/NEWPORT
 AI9510  USGS QUAD   -  PRUDENCE ISLAND (1975)
 AI9510
 AI9510                         *CURRENT SURVEY CONTROL
 AI9510  ___________________________________________________________________
 AI9510* NAD 83(1996)-  41 30 33.40715(N)    071 19 37.63489(W)     ADJUSTED  
 AI9510* NAVD 88     -        15.465  (meters)      50.74   (feet)  ADJUSTED  
 AI9510  ___________________________________________________________________
 AI9510  X           -   1,531,438.255 (meters)                     COMP
 AI9510  Y           -  -4,531,501.380 (meters)                     COMP
 AI9510  Z           -   4,204,934.494 (meters)                     COMP
 AI9510  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 AI9510  ELLIP HEIGHT-         -14.51  (meters)          (06/22/01) GPS OBS
 AI9510  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AI9510  DYNAMIC HT  -          15.460 (meters)      50.72  (feet)  COMP
 AI9510  MODELED GRAV-     980,295.0   (mgal)                       NAVD 88
 AI9510
 AI9510  HORZ ORDER  -  A
 AI9510  VERT ORDER  -  SECOND    CLASS I
 AI9510  ELLP ORDER  -  FOURTH    CLASS I
 AI9510
 AI9510.This is a reference station for the NAVAL STATION NEW
 AI9510.National Continuously Operating Reference Station (NPRI).
 AI9510
 AI9510.The horizontal coordinates were established by GPS observations
 AI9510.and adjusted by the National Geodetic Survey in June 2001..
 AI9510
 AI9510.The orthometric height was determined by differential leveling
 AI9510.and adjusted by the National Geodetic Survey in July 2002..
 AI9510
 AI9510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9510
 AI9510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9510
 AI9510.The ellipsoidal height was determined by GPS observations
 AI9510.and is referenced to NAD 83.
 AI9510
 AI9510.The geoid height was determined by GEOID03.
 AI9510
 AI9510.The dynamic height is computed by dividing the NAVD 88
 AI9510.geopotential number by the normal gravity value computed on the
 AI9510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9510.degrees latitude (g = 980.6199 gals.).
 AI9510
 AI9510.The modeled gravity was interpolated from observed gravity values.
 AI9510
 AI9510;                    North         East     Units Scale Factor Converg.
 AI9510;SPC RI       -    47,319.592   114,432.602   MT  0.99999631   +0 06 52.5
 AI9510;SPC RI       -   155,247.69    375,434.30   sFT  0.99999631   +0 06 52.5
 AI9510;UTM  19      - 4,597,909.037   305,793.189   MT  1.00006417   -1 32 33.9
 AI9510
 AI9510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9510!SPC RI       -   1.00000228  x   0.99999631  =   0.99999859
 AI9510!UTM  19      -   1.00000228  x   1.00006417  =   1.00006645
 AI9510
 AI9510                          SUPERSEDED SURVEY CONTROL
 AI9510
 AI9510  NAVD 88 (06/22/01)   15.46   (m)           50.7    (f) LEVELING    3  
 AI9510
 AI9510.Superseded values are not recommended for survey control.
 AI9510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9510.See file dsdata.txt to determine how the superseded data were derived.
 AI9510
 AI9510_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0579397909(NAD 83)
 AI9510_MARKER: DH = HORIZONTAL CONTROL DISK
 AI9510_SETTING: 66 = SET IN ROCK OUTCROP
 AI9510_STAMPING: NPRI B 2000
 AI9510_MARK LOGO: NGS   
 AI9510_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI9510+STABILITY: POSITION/ELEVATION WELL
 AI9510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9510+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2000
 AI9510
 AI9510  HISTORY     - Date     Condition        Report By
 AI9510  HISTORY     - 2000     MONUMENTED       NGS
 AI9510  HISTORY     - 20001107 GOOD             NGS
 AI9510
 AI9510                          STATION DESCRIPTION
 AI9510
 AI9510'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AI9510'THE STATION IS LOCATED ON COASTERS HARBOR ISLAND ON THE
 AI9510'PROPERTY OF THE US NAVAL BASE, ABOUT 0.32 KM (0.20 MI) NORTHWEST OF
 AI9510'GATE NUMBER 1 ON THE EAST SIDE OF THE MC CARTHY LITTLE HALL
 AI9510'BUILDING, ON THE EAST EDGE OF A ROCK BANK ABOUT 100 FT (30.5 M) EAST
 AI9510'OF A SMALL KNOLL WITH A WEATHER STATION.  OWNERSHIP--US NAVY.
 AI9510'CONTACT MR DAVE SANDERS ONE DAY IN ADVANCE BEFORE OCCUPYING
 AI9510'THE STATION AND/OR CONTACT MR JAMES SPRAGUE, PHONE 401-841-4250.
 AI9510'TO REACH THE STATION FROM THE TRAFFIC ROTARY (JUNCTION OF STATE
 AI9510'HIGHWAY 138, CONNELL HIGHWAY AND TRAINING STATION ROAD), GO WEST
 AI9510'ON TRAINING STATION ROAD FOR 0.80 KM (0.50 MI) TO THE GUARD HOUSE OF
 AI9510'GATE NUMBER 1, CHECK IN AND CONTINUE AHEAD FOR 0.16 KM (0.10 MI) TO
 AI9510'THE INTERSECTION OF LUCE AVENUE AND PERRY ROAD, CONTINUE AHEAD,
 AI9510'WESTERLY UPHILL ON LUCE AVENUE FOR 0.16 KM (0.10 MI) TO THE JUNCTION
 AI9510'OF CUSHING ROAD ON THE RIGHT, TURN RIGHT AND GO APPROXIMATELY
 AI9510'45.7 M (149.9 FT) TO THE ENTRANCE DRIVE FOR MC CARTHY LITTLE HALL ON
 AI9510'THE RIGHT, TURN RIGHT, EAST THEN NORTH ON THE DRIVE TO THE
 AI9510'ENTRANCE OF THE PARKING LOT ON THE RIGHT, TURN RIGHT, EAST INTO
 AI9510'THE PARKING LOT TO ITS EAST END AT A CURVE, BEAR LEFT TO THE
 AI9510'NORTHWEST SIDE OF THE CURVE AND PARK THEN PACK ACROSS THE LAWN
 AI9510'FOR 30.48 M (100.00 FT) TO THE STATION ON THE EAST EDGE OF THE ROCKY
 AI9510'BANK OF THE HILL AND TO THE STATION IN BED ROCK.  THE STATION IS AN
 AI9510'NGS HORIZONTAL CONTROL DISK CONCRETED IN A DRILL HOLE IN A ROCK
 AI9510'OUTCROP.  LOCATED 71.33 M (234.02 FT) SOUTH-SOUTHEAST OF A ROUND
 AI9510'CONCRETE FOUNDATION SUPPORTING A TRIMBLE GPS ANTENNA (CORS
 AI9510'SITE), 35.36 M (116.01 FT) SOUTHEAST OF A METAL POLE SUPPORTING A
 AI9510'WEATHER STATION ON A SMALL KNOLL, 35.36 M (116.01 FT) NORTHEAST OF
 AI9510'THE MOST NORTHEASTERLY LAMP POST OF THE PARKING LOT AND 1.83 M
 AI9510'(6.00 FT) SOUTHWEST OF THE NORTHWEST END OF THE CONCRETE
 AI9510'FOUNDATION OF AN ABANDONED GUN MOUNT.
 AI9510' 
 AI9510'
 AI9510
 AI9510                          STATION RECOVERY (2000)
 AI9510
 AI9510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI9510'0.1 KM (0.05 MI) WESTERLY ALONG COMMERCIAL BOULEVARD FROM THE POST
 AI9510'OFFICE IN MIDDLETOWN, THENCE 0.05 KM (0.05 MI) NORTHERLY ALONG STATE
 AI9510'HIGHWAYS 138 AND 114, THENCE 1.3 KM (0.80 MI) WESTERLY ALONG MAPLE
 AI9510'AVENUE, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG FAREWELL AVENUE,
 AI9510'THENCE 0.6 KM (0.35 MI) WESTERLY ALONG 3RD STREET TO GATE NUMBER 1 OF
 AI9510'THE COASTERS HARBOR ISLAND NAVEL BASE, THENCE 0.3 KM (0.20 MI)
 AI9510'WESTERLY ALONG LUCE AVENUE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG
 AI9510'CUSHING ROAD, THENCE 0.1 M (0.3 FT) EASTERLY AND NORTHERLY ALONG A
 AI9510'ROAD LEADING THE MCCARTHY LITTLE HALL, NEAR THE CENTER OF A 3 BY
 AI9510'6-FOOT AREA OF EXPOSED BEDROCK, 86.3 M (283.1 FT) EAST OF THE
 AI9510'SOUTHEAST CORNER OF THE HALL, 41.2 M (135.2 FT) NORTHEAST OF THE
 AI9510'NORTHEAST CORNER OF A PARKING LOT, 35.2 M (115.5 FT) SOUTHEAST OF A
 AI9510'WEATHER STATION, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE PARKING
 AI9510'LOT.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE U.S.  DEPARTMENT OF
 AI9510'THE NAVY, COASTERS HARBOR NAVAL RESERVATION, NEWPORT, RI 02840,
 AI9510'CONTACT JAMES SPRAGUE, TELEPHONE 401-841-4250.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH9344 ***********************************************************************
 DH9344  DESIGNATION -  NPRI MON 49684S001
 DH9344  PID         -  DH9344
 DH9344  STATE/COUNTY-  RI/NEWPORT
 DH9344  USGS QUAD   -  PRUDENCE ISLAND (1975)
 DH9344
 DH9344                         *CURRENT SURVEY CONTROL
 DH9344  ___________________________________________________________________
 DH9344* NAD 83(CORS)-  41 30 35.41588(N)    071 19 39.12515(W)     ADJUSTED  
 DH9344* NAVD 88     -                                                        
 DH9344  ___________________________________________________________________
 DH9344  EPOCH DATE  -        2002.00
 DH9344  X           -   1,531,393.003 (meters)                     COMP
 DH9344  Y           -  -4,531,475.423 (meters)                     COMP
 DH9344  Z           -   4,204,982.664 (meters)                     COMP
 DH9344  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 DH9344  ELLIP HEIGHT-         -11.85  (meters)          (03/??/02) GPS OBS
 DH9344  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DH9344
 DH9344  HORZ ORDER  -  A
 DH9344  ELLP ORDER  -  FOURTH    CLASS I
 DH9344
 DH9344.ITRF positions are available for this station.
 DH9344.The horizontal coordinates were established by GPS observations
 DH9344.and adjusted by the National Geodetic Survey in March 2002..
 DH9344.The horizontal coordinates are valid at the epoch date displayed above.
 DH9344.The epoch date for horizontal control is a decimal equivalence
 DH9344.of Year/Month/Day.
 DH9344
 DH9344
 DH9344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9344
 DH9344.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9344
 DH9344.The ellipsoidal height was determined by GPS observations
 DH9344.and is referenced to NAD 83.
 DH9344
 DH9344.The geoid height was determined by GEOID03.
 DH9344
 DH9344;                    North         East     Units Scale Factor Converg.
 DH9344;SPC RI       -    47,381.494   114,397.920   MT  0.99999630   +0 06 51.5
 DH9344;SPC RI       -   155,450.78    375,320.51   sFT  0.99999630   +0 06 51.5
 DH9344;UTM  19      - 4,597,971.921   305,760.309   MT  1.00006433   -1 32 35.0
 DH9344
 DH9344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9344!SPC RI       -   1.00000186  x   0.99999630  =   0.99999816
 DH9344!UTM  19      -   1.00000186  x   1.00006433  =   1.00006619
 DH9344
 DH9344                          SUPERSEDED SURVEY CONTROL
 DH9344
 DH9344  NAD 83(CORS)-  41 30 35.41546(N)    071 19 39.12565(W) AD(1997.00) A
 DH9344  ELLIP H (01/01/00)  -11.85   (m)                       GP(1997.00) 4 1
 DH9344  ELLIP H (01/??/00)  -11.74   (m)                       GP(1997.00) c c
 DH9344
 DH9344.Superseded values are not recommended for survey control.
 DH9344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9344.See file dsdata.txt to determine how the superseded data were derived.
 DH9344
 DH9344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0576097972(NAD 83)
 DH9344_STAMPING: NONE
 DH9344'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'NPRI'
 DH9344'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH9344'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9344'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9344'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9344'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH9344'
 DH9344' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY2328 ***********************************************************************
 MY2328  DESIGNATION -  NS 001
 MY2328  PID         -  MY2328
 MY2328  STATE/COUNTY-  RI/PROVIDENCE
 MY2328  USGS QUAD   -  BLACKSTONE (1979)
 MY2328
 MY2328                         *CURRENT SURVEY CONTROL
 MY2328  ___________________________________________________________________
 MY2328* NAD 83(1996)-  42 00 23.32775(N)    071 34 45.52350(W)     ADJUSTED  
 MY2328* NAVD 88     -        75.256  (meters)     246.90   (feet)  ADJUSTED  
 MY2328  ___________________________________________________________________
 MY2328  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 MY2328  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 MY2328  DYNAMIC HT  -          75.231 (meters)     246.82  (feet)  COMP
 MY2328  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 MY2328
 MY2328  HORZ ORDER  -  SECOND
 MY2328  VERT ORDER  -  SECOND    CLASS II
 MY2328
 MY2328.The horizontal coordinates were established by classical geodetic methods
 MY2328.and adjusted by the National Geodetic Survey in August 1998..
 MY2328
 MY2328.The orthometric height was determined by differential leveling
 MY2328.and adjusted by the National Geodetic Survey in June 1991..
 MY2328
 MY2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY2328
 MY2328.The geoid height was determined by GEOID03.
 MY2328
 MY2328.The dynamic height is computed by dividing the NAVD 88
 MY2328.geopotential number by the normal gravity value computed on the
 MY2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY2328.degrees latitude (g = 980.6199 gals.).
 MY2328
 MY2328.The modeled gravity was interpolated from observed gravity values.
 MY2328
 MY2328;                    North         East     Units Scale Factor Converg.
 MY2328;SPC RI       -   102,531.179    93,429.641   MT  0.99999428   -0 03 11.1
 MY2328;SPC RI       -   336,387.71    306,527.08   sFT  0.99999428   -0 03 11.1
 MY2328;SPC MA M     -   861,792.064   193,429.797   MT  0.99997026   -0 03 11.8
 MY2328;SPC MA M     - 2,827,396.13    634,610.93   sFT  0.99997026   -0 03 11.8
 MY2328;UTM  19      - 4,653,714.309   286,401.529   MT  1.00016144   -1 43 36.4
 MY2328
 MY2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY2328!SPC RI       -   0.99999280  x   0.99999428  =   0.99998708
 MY2328!SPC MA M     -   0.99999280  x   0.99997026  =   0.99996306
 MY2328!UTM  19      -   0.99999280  x   1.00016144  =   1.00015424
 MY2328
 MY2328|---------------------------------------------------------------------|
 MY2328| PID    Reference Object                     Distance      Geod. Az  |
 MY2328|                                                           dddmmss.s |
 MY2328| MY0770 49                                  273.502 METERS 27304     |
 MY2328|---------------------------------------------------------------------|
 MY2328
 MY2328                          SUPERSEDED SURVEY CONTROL
 MY2328
 MY2328  NAD 83(1996)-  42 00 23.32768(N)    071 34 45.52348(W) AD(       ) 2
 MY2328  NAD 83(1992)-  42 00 23.32664(N)    071 34 45.52239(W) AD(       ) 2
 MY2328  NAD 83(1992)-  42 00 23.32660(N)    071 34 45.52243(W) AD(       ) 2
 MY2328  NAD 83(1986)-  42 00 23.32629(N)    071 34 45.52115(W) AD(       ) 2
 MY2328  NGVD 29 (07/20/88)   75.49   (m)          247.7    (f) LEVELING    3  
 MY2328
 MY2328.Superseded values are not recommended for survey control.
 MY2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY2328.See file dsdata.txt to determine how the superseded data were derived.
 MY2328
 MY2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8640253714(NAD 83)
 MY2328_MARKER: DD = SURVEY DISK
 MY2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY2328_SP_SET: CONCRETE POST
 MY2328_STAMPING: NS 001 1985
 MY2328_MARK LOGO: RIGS  
 MY2328_MAGNETIC: N = NO MAGNETIC MATERIAL
 MY2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY2328+STABILITY: SURFACE MOTION
 MY2328
 MY2328  HISTORY     - Date     Condition        Report By
 MY2328  HISTORY     - 1985     MONUMENTED       RIGS
 MY2328  HISTORY     - 1985     GOOD             RIGS
 MY2328  HISTORY     - 19870623 GOOD             RIGS
 MY2328
 MY2328                          STATION DESCRIPTION
 MY2328
 MY2328'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 MY2328'THE STATION IS LOCATED ABOUT 5.1 KM (3.2 MI)
 MY2328'WEST OF WOONSOCKET CENTER,
 MY2328'4.2 KM (2.6 MI) NORTHEAST OF NASONVILLE CENTER,
 MY2328'AND
 MY2328'0.6 KM (0.4 MI) NORTH-NORTHEAST OF SLATERSVILLE CENTER.
 MY2328'OWNERSHIP--STATE RIGHT OF WAY.
 MY2328'
 MY2328'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102, STATE
 MY2328'HIGHWAY 5, AND STATE HIGHWAY 146A, WHICH IS ABOUT 0.8 KM (0.5 MI)
 MY2328'NORTH-NORTHWEST OF SLATERSVILLE CENTER, GO SOUTHEAST FOR
 MY2328'0.5 KM (0.3 MI) ON STATE HIGHWAY 146A TO THE STATION MARK ON THE
 MY2328'LEFT, SET IN A GRASSY AREA AT THE EDGE OF A CONCRETE WALK.
 MY2328'
 MY2328'THE STATION IS A STANDARD RIGS DISK
 MY2328'STAMPED---NS 001 1985---,
 MY2328'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MY2328'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 MY2328'8.7 METERS (28.6 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF STATE
 MY2328'HIGHWAY 146A,
 MY2328'5.6 METERS (18.5 FT) NORTHWEST FROM A UTILITY POLE 581 BVE CO,
 MY2328'0.65 METERS (2.2 FT) EAST FROM A FIBERGLASS WITNESS POST.
 MY2328'
 MY2328'AZIMUTH MARK NO. 1 IS A STANDARD RIBPR DISK
 MY2328'STAMPED---49---,
 MY2328'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 MY2328'20 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 MY2328'20.5 METERS (67.5 FT) SOUTH-SOUTHEAST FROM A BVE CO POLE 589,
 MY2328'4.1 METERS (13.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A STEEL
 MY2328'CATCH BASIN GUTTER GRATE,
 MY2328'2.0 METERS (6.5 FT) SOUTH-SOUTHWEST FROM THE CURBLINE.
 MY2328'TO REACH THE AZIMUTH FROM THE STATION,
 MY2328'GO NORTHWEST FOR 0.36 KM (0.2 MI) ON ROUTE 102 TO THE MARK ON THE
 MY2328'LEFT, AT THE BACK OF THE SOUTHWESTERLLY SIDEWALK AND IN FRONT OF A
 MY2328'STONEWALL.
 MY2328
 MY2328                          STATION RECOVERY (1985)
 MY2328
 MY2328'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 MY2328'.6 KM (0.4 MI) NNE FROM SLATERSVILLE.
 MY2328'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102, STATE
 MY2328'HIGHWAY 5, AND STATE HIGHWAY 146A IN SLATERVILLE, GO SOUTHEAST FOR
 MY2328'0.5 KM (0.3 MI) ON HIGHWAY 146A TO THE STATION MARK ON THE LEFT, IN A
 MY2328'GRASSY AREA AT THE EDGE OF A CONCRETE SIDEWALK.  THE STATION IS A
 MY2328'STANDARD RIGS  DISK SET INTO A ROUND CONCRETE MONUMENT 30 CENTIMETERS
 MY2328'IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 8.7 METERS (28.6 FT)
 MY2328'NORTH-NORTHEAST FROM THE CENTERLINE OF HIGHWAY 146A, 5.6 METERS (18.5
 MY2328'FT) NORTHWEST FROM A UTILITY POLE 581 BVE CO, 0.65 METERS (2.2 FT)
 MY2328'EAST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY JON C.  SPEAKER.
 MY2328
 MY2328                          STATION RECOVERY (1987)
 MY2328
 MY2328'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 MY2328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY2329 ***********************************************************************
 MY2329  DESIGNATION -  NS 002
 MY2329  PID         -  MY2329
 MY2329  STATE/COUNTY-  RI/PROVIDENCE
 MY2329  USGS QUAD   -  BLACKSTONE (1979)
 MY2329
 MY2329                         *CURRENT SURVEY CONTROL
 MY2329  ___________________________________________________________________
 MY2329* NAD 83(1996)-  42 00 24.19009(N)    071 35 03.08976(W)     ADJUSTED  
 MY2329* NAVD 88     -        92.521  (meters)     303.55   (feet)  ADJUSTED  
 MY2329  ___________________________________________________________________
 MY2329  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 MY2329  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 MY2329  DYNAMIC HT  -          92.490 (meters)     303.44  (feet)  COMP
 MY2329  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 MY2329
 MY2329  HORZ ORDER  -  SECOND
 MY2329  VERT ORDER  -  SECOND    CLASS II
 MY2329
 MY2329.The horizontal coordinates were established by classical geodetic methods
 MY2329.and adjusted by the National Geodetic Survey in August 1998..
 MY2329
 MY2329.The orthometric height was determined by differential leveling
 MY2329.and adjusted by the National Geodetic Survey in June 1991..
 MY2329
 MY2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY2329
 MY2329.The geoid height was determined by GEOID03.
 MY2329
 MY2329.The dynamic height is computed by dividing the NAVD 88
 MY2329.geopotential number by the normal gravity value computed on the
 MY2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY2329.degrees latitude (g = 980.6199 gals.).
 MY2329
 MY2329.The modeled gravity was interpolated from observed gravity values.
 MY2329
 MY2329;                    North         East     Units Scale Factor Converg.
 MY2329;SPC RI       -   102,558.171    93,025.439   MT  0.99999435   -0 03 22.8
 MY2329;SPC RI       -   336,476.27    305,200.96   sFT  0.99999435   -0 03 22.8
 MY2329;SPC MA M     -   861,819.057   193,025.604   MT  0.99997025   -0 03 23.6
 MY2329;SPC MA M     - 2,827,484.69    633,284.84   sFT  0.99997025   -0 03 23.6
 MY2329;UTM  19      - 4,653,753.101   285,998.220   MT  1.00016356   -1 43 48.2
 MY2329
 MY2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY2329!SPC RI       -   0.99999010  x   0.99999435  =   0.99998445
 MY2329!SPC MA M     -   0.99999010  x   0.99997025  =   0.99996035
 MY2329!UTM  19      -   0.99999010  x   1.00016356  =   1.00015365
 MY2329
 MY2329:                Primary Azimuth Mark                     Grid Az
 MY2329:SPC RI       -  NS 001                                   093 49 13.7
 MY2329:SPC MA M     -  NS 001                                   093 49 14.5
 MY2329:UTM  19      -  NS 001                                   095 29 39.1
 MY2329
 MY2329|---------------------------------------------------------------------|
 MY2329| PID    Reference Object                     Distance      Geod. Az  |
 MY2329|                                                           dddmmss.s |
 MY2329| MY2328 NS 001                              405.105 METERS 0934550.9 |
 MY2329| MY0770 49                                  131.667 METERS 09514     |
 MY2329|---------------------------------------------------------------------|
 MY2329
 MY2329                          SUPERSEDED SURVEY CONTROL
 MY2329
 MY2329  NAD 83(1996)-  42 00 24.19001(N)    071 35 03.08974(W) AD(       ) 2
 MY2329  NAD 83(1992)-  42 00 24.18899(N)    071 35 03.08865(W) AD(       ) 2
 MY2329  NAD 83(1992)-  42 00 24.18895(N)    071 35 03.08869(W) AD(       ) 2
 MY2329  NAD 83(1986)-  42 00 24.18853(N)    071 35 03.08745(W) AD(       ) 2
 MY2329  NGVD 29 (07/20/88)   92.76   (m)          304.3    (f) LEVELING    3  
 MY2329
 MY2329.Superseded values are not recommended for survey control.
 MY2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY2329.See file dsdata.txt to determine how the superseded data were derived.
 MY2329
 MY2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8599853753(NAD 83)
 MY2329_MARKER: DD = SURVEY DISK
 MY2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY2329_SP_SET: CONCRETE POST
 MY2329_STAMPING: NS 002 1985
 MY2329_MARK LOGO: RIGS  
 MY2329_MAGNETIC: N = NO MAGNETIC MATERIAL
 MY2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY2329+STABILITY: SURFACE MOTION
 MY2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MY2329+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1987
 MY2329
 MY2329  HISTORY     - Date     Condition        Report By
 MY2329  HISTORY     - 1985     MONUMENTED       RIGS
 MY2329  HISTORY     - 1985     GOOD             RIGS
 MY2329  HISTORY     - 19870601 GOOD             RIGS
 MY2329
 MY2329                          STATION DESCRIPTION
 MY2329
 MY2329'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 MY2329'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 MY2329'WEST OF WOONSOCKET CENTER,
 MY2329'3.9 KM (2.4 MI) NORTHEAST OF NASONVILLE CENTER, AND
 MY2329'0.6 KM (0.4 MI) NORTH-NORTHWEST OF SLATERVILLE CENTER.
 MY2329'OWNERSHIP--STATE RIGHT OF WAY.
 MY2329'
 MY2329'TO REACH THE STATION FROM THE INTERSECTION 102, STATE HIGHWAY 146A,
 MY2329'AND STATE HIGHWAY 5, WHICH IS ABOUT 0.6 KM (0.4 MI) NORTH-NORTHWEST
 MY2329'OF SLATERVILLE CENTER, GO NORTHEAST FOR 40 METERS (132 FT) ON HIGHWAY
 MY2329'102 TO JAMES S. SLATER MEMORIAL PARK MONUMENT, AND THE STATION TO THE
 MY2329'SOUTH.
 MY2329'
 MY2329'THE STATION IS A STANDARD RIGS DISK
 MY2329'STAMPED---NS 002 1985---,
 MY2329'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MY2329'45 CM IN DIAMETER RECESSED 5 CM INTO THE GROUND.  LOCATED
 MY2329'14.6 METERS (48.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF STATE
 MY2329'HIGHWAY 146A,
 MY2329'8.1 METERS (26.8 FT) WEST-NORTHWEST FROM THE UTILITY POLE 592 BVG
 MY2329'AND E CO.,
 MY2329'6.3 METERS (20.7 FT) SOUTHEAST FROM THE BASE OF A FLAG POLE,
 MY2329'0.6 METERS (2.2 FT) SOUTH-SOUTHWEST FROM THE BASE OF THE MONUMENT.
 MY2329'
 MY2329'AZIMUTH MARK NO. 1 IS A STANDARD RIBPR DISK
 MY2329'STAMPED---49---,
 MY2329'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 MY2329'20 CM ON A SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 MY2329'20.5 METERS (67.5 FT) SOUTH-SOUTHEAST FROM A BVE CO POLE 589,
 MY2329'4.1 METERS (13.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A STEEL
 MY2329'CATCH BASIN GUTTER GRATE,
 MY2329'2.0 METERS (6.5 FT) SOUTH-SOUTHWEST FROM THE CURBLINE.
 MY2329'TO REACH THE AZIMUTH FROM THE STATION,
 MY2329'GO SOUTHEAST FOR 132 METERS (433 FT) ON ROUTE 102 TO THE MARK ON
 MY2329'THE RIGHT, AT THE BACK OF SIDEWALK AND IN FRONT OF A STONEWALL.
 MY2329
 MY2329                          STATION RECOVERY (1985)
 MY2329
 MY2329'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 MY2329'0.6 KM (0.4 MI) NNW FROM SLATERSVILLE.
 MY2329'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 102,
 MY2329'STATE HIGHWAY 5, AND STATE HIGHWAY 146A, GO NORTHEAST FOR 40 METERS
 MY2329'(132 FT) ON HIGHWAY 102 TO JAMES S.  SLATER MEMORIAL PARK MONUMENT,
 MY2329'AND THE STATION.  THE STATION IS A STANDARD RIGS DISK SET INTO A
 MY2329'ROUND CONCRETE MONUMENT 30 CENTIMETERS IN DIAMETER RECESSED 5
 MY2329'CENTIMETERS BELOW THE SURFACE OF THE GROUND.  LOCATED 14.6 METERS (48
 MY2329'FT) NORTH-NORTHWEST FROM THE CENTERLINE OF HIGHWAY 146A, 8.1 METERS
 MY2329'(26.8 FT) WEST-NORTHWEST FROM A UTILITY POLE 592 BVG AND E CO, 6.3
 MY2329'METERS (20.7 FT) SOUTHEAST FROM THE BASE OF A FLAG POLE, 0.6 METERS
 MY2329'(2.2 FT) SOUTH-SOUTHWEST FROM THE BASE OF THE MONUMENT.  DESCRIBED BY
 MY2329'JON C.  SPEAKER.
 MY2329
 MY2329                          STATION RECOVERY (1987)
 MY2329
 MY2329'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 MY2329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY2330 ***********************************************************************
 MY2330  DESIGNATION -  NS 003
 MY2330  PID         -  MY2330
 MY2330  STATE/COUNTY-  RI/PROVIDENCE
 MY2330  USGS QUAD   -  BLACKSTONE (1979)
 MY2330
 MY2330                         *CURRENT SURVEY CONTROL
 MY2330  ___________________________________________________________________
 MY2330* NAD 83(1996)-  42 00 14.43144(N)    071 35 24.58191(W)     ADJUSTED  
 MY2330* NAVD 88     -        92.952  (meters)     304.96   (feet)  ADJUSTED  
 MY2330  ___________________________________________________________________
 MY2330  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 MY2330  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 MY2330  DYNAMIC HT  -          92.921 (meters)     304.86  (feet)  COMP
 MY2330  MODELED GRAV-     980,293.5   (mgal)                       NAVD 88
 MY2330
 MY2330  HORZ ORDER  -  SECOND
 MY2330  VERT ORDER  -  SECOND    CLASS II
 MY2330
 MY2330.The horizontal coordinates were established by classical geodetic methods
 MY2330.and adjusted by the National Geodetic Survey in August 1998..
 MY2330
 MY2330.The orthometric height was determined by differential leveling
 MY2330.and adjusted by the National Geodetic Survey in June 1991..
 MY2330
 MY2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY2330
 MY2330.The geoid height was determined by GEOID03.
 MY2330
 MY2330.The dynamic height is computed by dividing the NAVD 88
 MY2330.geopotential number by the normal gravity value computed on the
 MY2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY2330.degrees latitude (g = 980.6199 gals.).
 MY2330
 MY2330.The modeled gravity was interpolated from observed gravity values.
 MY2330
 MY2330;                    North         East     Units Scale Factor Converg.
 MY2330;SPC RI       -   102,257.586    92,530.555   MT  0.99999444   -0 03 37.2
 MY2330;SPC RI       -   335,490.10    303,577.33   sFT  0.99999444   -0 03 37.2
 MY2330;SPC MA M     -   861,518.481   192,530.731   MT  0.99997041   -0 03 38.0
 MY2330;SPC MA M     - 2,826,498.55    631,661.24   sFT  0.99997041   -0 03 38.0
 MY2330;UTM  19      - 4,653,467.050   285,494.682   MT  1.00016621   -1 44 02.2
 MY2330
 MY2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY2330!SPC RI       -   0.99999003  x   0.99999444  =   0.99998447
 MY2330!SPC MA M     -   0.99999003  x   0.99997041  =   0.99996044
 MY2330!UTM  19      -   0.99999003  x   1.00016621  =   1.00015624
 MY2330
 MY2330                          SUPERSEDED SURVEY CONTROL
 MY2330
 MY2330  NAD 83(1996)-  42 00 14.43135(N)    071 35 24.58189(W) AD(       ) 2
 MY2330  NAD 83(1992)-  42 00 14.43034(N)    071 35 24.58081(W) AD(       ) 2
 MY2330  NAD 83(1992)-  42 00 14.43030(N)    071 35 24.58085(W) AD(       ) 2
 MY2330  NAD 83(1986)-  42 00 14.42979(N)    071 35 24.57957(W) AD(       ) 2
 MY2330  NGVD 29 (07/20/88)   93.19   (m)          305.7    (f) LEVELING    3  
 MY2330
 MY2330.Superseded values are not recommended for survey control.
 MY2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY2330.See file dsdata.txt to determine how the superseded data were derived.
 MY2330
 MY2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8549553467(NAD 83)
 MY2330_MARKER: DD = SURVEY DISK
 MY2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY2330_SP_SET: CONCRETE POST
 MY2330_STAMPING: NS 003 1985
 MY2330_MARK LOGO: RIGS  
 MY2330_MAGNETIC: N = NO MAGNETIC MATERIAL
 MY2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY2330+STABILITY: SURFACE MOTION
 MY2330
 MY2330  HISTORY     - Date     Condition        Report By
 MY2330  HISTORY     - 1985     MONUMENTED       RIGS
 MY2330  HISTORY     - 1985     GOOD             RIGS
 MY2330
 MY2330                          STATION DESCRIPTION
 MY2330
 MY2330'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 MY2330'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 MY2330'WEST OF WOONSOCKET CENTER,
 MY2330'3.7 KM (2.3 MI) NORTHEAST OF NASONVILLE CENTER, AND
 MY2330'1.0 KM (0.6 MI) NORTHWEST OF SLATERSVILLE CENTER.
 MY2330'OWNERSHIP--STATE RIGHT OF WAY.
 MY2330'
 MY2330'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102, STATE
 MY2330'HIGHWAY 5, AND STATE HIGHWAY 146A, WHICH IS ABOUT 0.8 KM (0.5 MI)
 MY2330'NORTH-NORTHWEST OF SLATERSVILLE CENTER,
 MY2330'GO SOUTH ON STATE HIGHWAY 102 ABOUT 0.6 KM (0.35 MI) TO THE
 MY2330'STATION MARK ON THE RIGHT,
 MY2330'SET IN A LAWN AT THE INSIDE EDGE OF AN ASPHALT SIDEWALK IN
 MY2330'FRONT OF HOUSE NUMBER 1017 VICTORY HIGHWAY.
 MY2330'
 MY2330'THE STATION IS A STANDARD RIGS DISK
 MY2330'STAMPED---NS 003 1985---,
 MY2330'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MY2330'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 MY2330'15.8 METERS (52.1 FT) NORTHEAST FROM A UTILITY POLE 18 BVE CO,
 MY2330'14.3 METERS (47.0 FT) WEST-SOUTHWEST FROM A UTLITY POLE 17 BVE CO,
 MY2330'8.4 METERS (27.7 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF STATE
 MY2330'HIGHWAY 102,
 MY2330'4.9 METERS (16.1 FT) SOUTH-SOUTHWEST FROM A 20 INCH DIAMETER DOUBLE
 MY2330'TRUNKED OAK TREE.
 MY2330
 MY2330                          STATION RECOVERY (1985)
 MY2330
 MY2330'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 MY2330'1.0 KM (0.6 MI) NW FROM SLATERSVILLE.
 MY2330'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102, STATE
 MY2330'HIGHWAY 5, AND STATE HIGHWAY 146A IN SLATERSVILLE, GO SOUTH FOR 0.6
 MY2330'KM (0.35 MI) ON HIGHWAY 102 TO THE STATION MARK ON THE RIGHT SET IN A
 MY2330'GRASS LAWN AT THE EDGE OF AN ASPHALT SIDEWALK IN FRONT OF HOUSE
 MY2330'NUMBER 1017 VICTORY HIGHWAY.  THE STATION IS A STANDARD RIGS DISK SET
 MY2330'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED
 MY2330'5 CM BELOW GROUND.  LOCATED 15.8 METERS (52.1 FT) NORTHEAST FROM A
 MY2330'UTILITY POLE 18 BVE CO, 14.3 METERS (47.0 FT) WEST-SOUTHWEST FROM A
 MY2330'UTILITY POLE 17 BVE CO, 8.4 METERS (27.7 FT) NORTH-NORTHWEST FROM THE
 MY2330'CENTERLINE OF HIGHWAY 102, 4.9 METERS (16.1 FT) SOUTH-SOUTHWEST FROM
 MY2330'A 20 INCH DIAMETER DOUBLE TRUNKED OAK TREE.  DESCRIBED BY JON C.
 MY2330'SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1847 ***********************************************************************
 LW1847  DESIGNATION -  NS 004
 LW1847  PID         -  LW1847
 LW1847  STATE/COUNTY-  RI/PROVIDENCE
 LW1847  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1847
 LW1847                         *CURRENT SURVEY CONTROL
 LW1847  ___________________________________________________________________
 LW1847* NAD 83(1996)-  41 59 46.00923(N)    071 35 53.53650(W)     ADJUSTED  
 LW1847* NAVD 88     -        90.824  (meters)     297.98   (feet)  ADJUSTED  
 LW1847  ___________________________________________________________________
 LW1847  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 LW1847  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW1847  DYNAMIC HT  -          90.794 (meters)     297.88  (feet)  COMP
 LW1847  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 LW1847
 LW1847  HORZ ORDER  -  SECOND
 LW1847  VERT ORDER  -  SECOND    CLASS II
 LW1847
 LW1847.The horizontal coordinates were established by classical geodetic methods
 LW1847.and adjusted by the National Geodetic Survey in August 1998..
 LW1847
 LW1847.The orthometric height was determined by differential leveling
 LW1847.and adjusted by the National Geodetic Survey in June 1991..
 LW1847
 LW1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1847
 LW1847.The geoid height was determined by GEOID03.
 LW1847
 LW1847.The dynamic height is computed by dividing the NAVD 88
 LW1847.geopotential number by the normal gravity value computed on the
 LW1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1847.degrees latitude (g = 980.6199 gals.).
 LW1847
 LW1847.The modeled gravity was interpolated from observed gravity values.
 LW1847
 LW1847;                    North         East     Units Scale Factor Converg.
 LW1847;SPC RI       -   101,381.394    91,863.231   MT  0.99999456   -0 03 56.5
 LW1847;SPC RI       -   332,615.46    301,387.95   sFT  0.99999456   -0 03 56.5
 LW1847;SPC MA M     -   860,642.313   191,863.419   MT  0.99997089   -0 03 57.5
 LW1847;SPC MA M     - 2,823,623.99    629,471.90   sFT  0.99997089   -0 03 57.5
 LW1847;UTM  19      - 4,652,610.571   284,801.935   MT  1.00016988   -1 44 20.7
 LW1847
 LW1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1847!SPC RI       -   0.99999037  x   0.99999456  =   0.99998493
 LW1847!SPC MA M     -   0.99999037  x   0.99997089  =   0.99996126
 LW1847!UTM  19      -   0.99999037  x   1.00016988  =   1.00016025
 LW1847
 LW1847                          SUPERSEDED SURVEY CONTROL
 LW1847
 LW1847  NAD 83(1996)-  41 59 46.00913(N)    071 35 53.53645(W) AD(       ) 2
 LW1847  NAD 83(1992)-  41 59 46.00813(N)    071 35 53.53541(W) AD(       ) 2
 LW1847  NAD 83(1992)-  41 59 46.00809(N)    071 35 53.53545(W) AD(       ) 2
 LW1847  NAD 83(1986)-  41 59 46.00757(N)    071 35 53.53416(W) AD(       ) 2
 LW1847  NGVD 29 (07/20/88)   91.06   (m)          298.8    (f) LEVELING    3  
 LW1847
 LW1847.Superseded values are not recommended for survey control.
 LW1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1847.See file dsdata.txt to determine how the superseded data were derived.
 LW1847
 LW1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8480252611(NAD 83)
 LW1847_MARKER: DD = SURVEY DISK
 LW1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1847_SP_SET: CONCRETE POST
 LW1847_STAMPING: NS 004 1985
 LW1847_MARK LOGO: RIGS  
 LW1847_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1847+STABILITY: SURFACE MOTION
 LW1847
 LW1847  HISTORY     - Date     Condition        Report By
 LW1847  HISTORY     - 1985     MONUMENTED       RIGS
 LW1847  HISTORY     - 1985     GOOD             RIGS
 LW1847
 LW1847                          STATION DESCRIPTION
 LW1847
 LW1847'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW1847'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI)
 LW1847'WEST-SOUTHWEST OF WOONSOCKET CENTER,
 LW1847'2.2 KM (1.4 MI) NORTHEAST OF NASONVILLE, AND
 LW1847'1.6 KM (1.0 MI) WEST-SOUTHWEST OF SLATERSVILLE CENTER.
 LW1847'OWNERSHIP--STATE RIGHT OF WAY.
 LW1847'
 LW1847'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102, STATE
 LW1847'HIGHWAY 5, AND STATE HIGHWAY 146A, WHICH IS ABOUT 0.8 KM (0.5 MI)
 LW1847'NORTH-NORTHWEST OF SLATERSVILLE CENTER, GO SOUTH FOR
 LW1847'1.6 KM (1.0 MI) ON STATE HIGHWAY 102 TO THE STATION MARK ON THE
 LW1847'RIGHT, SET NEAR THE TOP OF A GRASSY SLOPE OCCUPIED BY A FENCED IN
 LW1847'TELEPHONE UTILITY STRUCTURE.
 LW1847'
 LW1847'THE STATION IS A STANDARD RIGS DISK
 LW1847'STAMPED---NS 004 1985---,
 LW1847'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1847'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1847'38.6 METERS (126.5 FT) SOUTHWEST FROM A BVE CO LIGHT UTILITY POLE
 LW1847'45,
 LW1847'21.2 METERS (69.5 FT) NORTHWEST FROM THE CENTERLINE OF ROUTE 102,
 LW1847'19.3 METERS (63.5 FT) NORTHEAST FROM THE NORTH CORNER POST OF THE
 LW1847'CHAIN-LINK FENCE SURROUNDING A TELEPHONE RELAY BOX, 15.7 METERS
 LW1847'(51.5 FT) NORTH-NORTHWEST FROM A UTILITY POLE 46 BVE CO, 0.6 METERS
 LW1847'(2.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1847
 LW1847                          STATION RECOVERY (1985)
 LW1847
 LW1847'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1847'1.6 KM (1.0 MI) WSW FROM SLATERSVILLE CENTER.
 LW1847'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102, STATE
 LW1847'HIGHWAY 5, AND HIGHWAY 146A, WHICH IS ABOUT 0.8 KM (0.5 MI)
 LW1847'NORTH-NORTHWEST OF SLATERVILLE, GO SOUTH FOR 1.6 KM (1.0 MI) ON
 LW1847'HIGHWAY 102 TO THE STATION ON THE RIGHT SET NEAR THE TOP OF A GRASSY
 LW1847'SLOPE OCCUPIED BY A FENCED IN TELEPHONE UTILITY STRUCTURE.  THE
 LW1847'STATION IS A STANDARD RIGS DISK LOCATED 38.6 METERS (126.5 FT)
 LW1847'SOUTHWEST FROM A BVE CO UTILITY POLE 45, 21.2 METERS (69.5 FT)
 LW1847'NORTHWEST FROM THE CENTERLINE OF HIGHWAY 102, 19.3 METERS (63.5 FT)
 LW1847'NORTHEAST FROM THE NORTH CORNER POST OF THE CHAIN LINK FENCE
 LW1847'SURROUNDING A TELEPHONE RELAY BOX, 15.7 METERS (51.5 FT)
 LW1847'NORTH-NORTHWEST FROM A BVE CO UTILITY POLE 46, 0.6 METERS (2.0 FT)
 LW1847'SOUTHEAST FROM A FIBERGLASS WITNESS POST.  DESCRIBED BY JON C.
 LW1847'SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1848 ***********************************************************************
 LW1848  DESIGNATION -  NS 005
 LW1848  PID         -  LW1848
 LW1848  STATE/COUNTY-  RI/PROVIDENCE
 LW1848  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1848
 LW1848                         *CURRENT SURVEY CONTROL
 LW1848  ___________________________________________________________________
 LW1848* NAD 83(1996)-  41 59 30.88582(N)    071 35 56.76375(W)     ADJUSTED  
 LW1848* NAVD 88     -        87.566  (meters)     287.29   (feet)  ADJUSTED  
 LW1848  ___________________________________________________________________
 LW1848  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 LW1848  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LW1848  DYNAMIC HT  -          87.537 (meters)     287.19  (feet)  COMP
 LW1848  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 LW1848
 LW1848  HORZ ORDER  -  SECOND
 LW1848  VERT ORDER  -  SECOND    CLASS II
 LW1848
 LW1848.The horizontal coordinates were established by classical geodetic methods
 LW1848.and adjusted by the National Geodetic Survey in August 1998..
 LW1848
 LW1848.The orthometric height was determined by differential leveling
 LW1848.and adjusted by the National Geodetic Survey in June 1991..
 LW1848
 LW1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1848
 LW1848.The geoid height was determined by GEOID03.
 LW1848
 LW1848.The dynamic height is computed by dividing the NAVD 88
 LW1848.geopotential number by the normal gravity value computed on the
 LW1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1848.degrees latitude (g = 980.6199 gals.).
 LW1848
 LW1848.The modeled gravity was interpolated from observed gravity values.
 LW1848
 LW1848;                    North         East     Units Scale Factor Converg.
 LW1848;SPC RI       -   100,914.870    91,788.415   MT  0.99999458   -0 03 58.7
 LW1848;SPC RI       -   331,084.87    301,142.49   sFT  0.99999458   -0 03 58.7
 LW1848;SPC MA M     -   860,175.800   191,788.602   MT  0.99997115   -0 03 59.6
 LW1848;SPC MA M     - 2,822,093.44    629,226.44   sFT  0.99997115   -0 03 59.6
 LW1848;UTM  19      - 4,652,146.349   284,713.512   MT  1.00017035   -1 44 22.3
 LW1848
 LW1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1848!SPC RI       -   0.99999088  x   0.99999458  =   0.99998546
 LW1848!SPC MA M     -   0.99999088  x   0.99997115  =   0.99996203
 LW1848!UTM  19      -   0.99999088  x   1.00017035  =   1.00016123
 LW1848
 LW1848                          SUPERSEDED SURVEY CONTROL
 LW1848
 LW1848  NAD 83(1996)-  41 59 30.88572(N)    071 35 56.76369(W) AD(       ) 2
 LW1848  NAD 83(1992)-  41 59 30.88472(N)    071 35 56.76267(W) AD(       ) 2
 LW1848  NAD 83(1992)-  41 59 30.88468(N)    071 35 56.76272(W) AD(       ) 2
 LW1848  NAD 83(1986)-  41 59 30.88418(N)    071 35 56.76147(W) AD(       ) 2
 LW1848  NGVD 29 (07/20/88)   87.81   (m)          288.1    (f) LEVELING    3  
 LW1848
 LW1848.Superseded values are not recommended for survey control.
 LW1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1848.See file dsdata.txt to determine how the superseded data were derived.
 LW1848
 LW1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8471452146(NAD 83)
 LW1848_MARKER: DD = SURVEY DISK
 LW1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1848_SP_SET: CONCRETE POST
 LW1848_STAMPING: NS 005 1985
 LW1848_MARK LOGO: RIGS  
 LW1848_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1848+STABILITY: SURFACE MOTION
 LW1848
 LW1848  HISTORY     - Date     Condition        Report By
 LW1848  HISTORY     - 1985     MONUMENTED       RIGS
 LW1848  HISTORY     - 1985     GOOD             RIGS
 LW1848
 LW1848                          STATION DESCRIPTION
 LW1848
 LW1848'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW1848'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI)
 LW1848'WEST-SOUTHWEST OF WOONSOCKET CENTER,
 LW1848'1.9 KM (1.15 MI) NORTHEAST OF NASONVILLE CENTER, AND
 LW1848'1.9 KM (1.15 MI) SOUTHWEST OF SLATERSVILLE CENTER.
 LW1848'OWNERSHIP--STATE RIGHT OF WAY.
 LW1848'
 LW1848'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102, STATE
 LW1848'HIGHWAY 5, AND STATE HIGHWAY 146A, WHICH IS ABOUT 0.8 KM (0.5 MI)
 LW1848'NORTH-NORTHWEST OF SLATERSVILLE CENTER, GO SOUTH FOR
 LW1848'2.0 KM (1.25 MI) ON STATE HIGHWAY 102 TO THE STATION MARK ON THE
 LW1848'LEFT, SET IN THE DIRT WITHIN THE ROUTE 102 RIGHT OF WAY NEAR HOUSE
 LW1848'1550 VICTORY HIGHWAY.
 LW1848'
 LW1848'THE STATION IS A STANDARD RIGS DISK
 LW1848'STAMPED---NS 005 1985---,
 LW1848'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1848'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1848'21.9 METERS (72.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF HOUSE
 LW1848'1550 VICTORY HIGHWAY,
 LW1848'8.7 METERS (28.5 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF ROUTE
 LW1848'102,
 LW1848'5.2 METERS (17.0 FT) SOUTHWEST FROM A SQUARE CONCRETE RHODE ISLAND
 LW1848'HIGHWAY BOUND,
 LW1848'1.1 METERS (3.5 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST,AND
 LW1848'0.8 METERS (2.5 FT) EAST-SOUTHEAST FROM A BVE CO POLE 58.
 LW1848
 LW1848                          STATION RECOVERY (1985)
 LW1848
 LW1848'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1848'1.9 KM (1.15 MI) SW FROM SLATERSVILLE CENTER.
 LW1848'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 102, STATE
 LW1848'HIGHWAY 5, AND STATE HIGHWAY 146A, GO SOUTH FOR 2.0 KM (1.25 MI) ON
 LW1848'HIGHWAY 102 TO THE STATION MARK ON THE LEFT, SET IN THE DIRT WITHIN
 LW1848'THE ROUTE 102 RIGHT OF WAY NEAR HOUSE NUMBER 1550 VICTORY HIGHWAY.
 LW1848'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW1848'CONCRETE MONUMENT 30 CENTIMETERS IN DIAMETER FLUSH WITH THE GROUND.
 LW1848'LOCATED 21.9 METERS (72.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 LW1848'HOUSE 1550 VICTORY HIGHWAY, 8.7 METERS (28.5 FT) EAST-SOUTHEAST FROM
 LW1848'THE CENTERLINE OF HIGHWAY 102, 5.2 METERS (17.0 FT) SOUTHWEST FROM A
 LW1848'SQUARE CONCRETE RI HIGHWAY BOUND, 1.1 METERS (3.5 FT) NORTHWEST FROM
 LW1848'A FIBERGLASS WITNESS POST, 0.8 METERS (2.5 FT) EAST-SOUTHEAST FROM A
 LW1848'BVE CO UTILITY POLE 58.  DESCRIBED JON C.  SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1849 ***********************************************************************
 LW1849  DESIGNATION -  NS 006
 LW1849  PID         -  LW1849
 LW1849  STATE/COUNTY-  RI/PROVIDENCE
 LW1849  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1849
 LW1849                         *CURRENT SURVEY CONTROL
 LW1849  ___________________________________________________________________
 LW1849* NAD 83(1996)-  41 59 17.58863(N)    071 36 02.63961(W)     ADJUSTED  
 LW1849* NAVD 88     -        79.331  (meters)     260.27   (feet)  ADJUSTED  
 LW1849  ___________________________________________________________________
 LW1849  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 LW1849  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LW1849  DYNAMIC HT  -          79.305 (meters)     260.19  (feet)  COMP
 LW1849  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 LW1849
 LW1849  HORZ ORDER  -  SECOND
 LW1849  VERT ORDER  -  SECOND    CLASS II
 LW1849
 LW1849.The horizontal coordinates were established by classical geodetic methods
 LW1849.and adjusted by the National Geodetic Survey in August 1998..
 LW1849
 LW1849.The orthometric height was determined by differential leveling
 LW1849.and adjusted by the National Geodetic Survey in June 1991..
 LW1849
 LW1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1849
 LW1849.The geoid height was determined by GEOID03.
 LW1849
 LW1849.The dynamic height is computed by dividing the NAVD 88
 LW1849.geopotential number by the normal gravity value computed on the
 LW1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1849.degrees latitude (g = 980.6199 gals.).
 LW1849
 LW1849.The modeled gravity was interpolated from observed gravity values.
 LW1849
 LW1849;                    North         East     Units Scale Factor Converg.
 LW1849;SPC RI       -   100,504.764    91,652.688   MT  0.99999461   -0 04 02.6
 LW1849;SPC RI       -   329,739.38    300,697.19   sFT  0.99999461   -0 04 02.6
 LW1849;SPC MA M     -   859,765.704   191,652.877   MT  0.99997139   -0 04 03.6
 LW1849;SPC MA M     - 2,820,747.98    628,781.15   sFT  0.99997139   -0 04 03.6
 LW1849;UTM  19      - 4,651,740.309   284,565.843   MT  1.00017113   -1 44 25.8
 LW1849
 LW1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1849!SPC RI       -   0.99999217  x   0.99999461  =   0.99998678
 LW1849!SPC MA M     -   0.99999217  x   0.99997139  =   0.99996356
 LW1849!UTM  19      -   0.99999217  x   1.00017113  =   1.00016330
 LW1849
 LW1849                          SUPERSEDED SURVEY CONTROL
 LW1849
 LW1849  NAD 83(1996)-  41 59 17.58852(N)    071 36 02.63954(W) AD(       ) 2
 LW1849  NAD 83(1992)-  41 59 17.58752(N)    071 36 02.63853(W) AD(       ) 2
 LW1849  NAD 83(1992)-  41 59 17.58748(N)    071 36 02.63858(W) AD(       ) 2
 LW1849  NAD 83(1986)-  41 59 17.58703(N)    071 36 02.63741(W) AD(       ) 2
 LW1849  NGVD 29 (07/20/88)   79.57   (m)          261.1    (f) LEVELING    3  
 LW1849
 LW1849.Superseded values are not recommended for survey control.
 LW1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1849.See file dsdata.txt to determine how the superseded data were derived.
 LW1849
 LW1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8456651740(NAD 83)
 LW1849_MARKER: DD = SURVEY DISK
 LW1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1849_SP_SET: CONCRETE POST
 LW1849_STAMPING: NS 006 1985
 LW1849_MARK LOGO: RIGS  
 LW1849_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1849+STABILITY: SURFACE MOTION
 LW1849
 LW1849  HISTORY     - Date     Condition        Report By
 LW1849  HISTORY     - 1985     MONUMENTED       RIGS
 LW1849  HISTORY     - 1985     GOOD             RIGS
 LW1849
 LW1849                          STATION DESCRIPTION
 LW1849
 LW1849'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW1849'THE STATION IS LOCATED ABOUT 10.1 KM (6.25 MI)
 LW1849'NORTHEAST OF CHEPACHET CENTER,
 LW1849'6.8 KM (4.2 MI) EAST-NORTHEAST OF HARRISVILLE CENTER, AND 2.1 KM
 LW1849'(1.3 MI) SOUTHWEST OF SLATERSVILLE CENTER.
 LW1849'OWNERSHIP--STATE RIGHT OF WAY.
 LW1849'
 LW1849'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102, STATE
 LW1849'HIGHWAY 5, AND STATE HIGHWAY 146A, WHICH IS ABOUT 0.8 KM (0.5 MI)
 LW1849'NORTHWEST OF SLATERSVILLE CENTER, GO SOUTH FOR
 LW1849'2.6 KM (1.6 MI) ON STATE HIGHWAY 102 TO THE STATION MARK ON THE
 LW1849'LEFT SIDE OF THE ROAD AT THE TOE OF SLOPE.
 LW1849'
 LW1849'THE STATION IS A STANDARD RIGS DISK
 LW1849'STAMPED---NS 006 1985---,
 LW1849'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1849'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1849'10.9 METERS (36.0 FT) SOUTHEAST FROM THE CENTERLINE OF ROUTE 102,
 LW1849'6.5 METERS (21.0 FT) SOUTH FROM THE FACE OF BVE CO POLE 70,
 LW1849'0.7 METERS (2.3 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW1849
 LW1849                          STATION RECOVERY (1985)
 LW1849
 LW1849'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1849'2.1 KM (1.3 MI) SW FROM SLATERSVILLE CENTER.
 LW1849'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 102, STATE
 LW1849'HIGHWAY 5, AND STATE HIGHWAY 146A, WHICH IS ABOUT 0.8 KM (0.5 MI)
 LW1849'NORTHWEST OF SLATERSVILLE CENTER, GO SOUTH FOR 2.6 KM (1.6 MI) ON
 LW1849'STATE HIGHWAY 102 TO THE STATION MARK ON THE LEFT SIDE OF THE ROAD AT
 LW1849'THE TOE OF SLOPE.  THE STATION IS A STANDARD RIGS DISK SET INTO THE
 LW1849'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  LOCATED 10.9
 LW1849'METERS (36.0 FT) SOUTHEAST FROM THE CENTERLINE OF ROUTE 102, 6.5
 LW1849'METERS (21.0 FT) SOUTH FROM THE FACE OF BVE CO POLE 70, 0.7 METERS
 LW1849'(2.3 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.  DESCRIBED BY JON
 LW1849'C.  SPEAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY6201 ***********************************************************************
 MY6201  DESIGNATION -  NS 011
 MY6201  PID         -  MY6201
 MY6201  STATE/COUNTY-  RI/PROVIDENCE
 MY6201  USGS QUAD   -  BLACKSTONE (1979)
 MY6201
 MY6201                         *CURRENT SURVEY CONTROL
 MY6201  ___________________________________________________________________
 MY6201* NAD 83(1986)-  42 00 45.     (N)    071 34 56.     (W)     SCALED    
 MY6201* NAVD 88     -        79.443  (meters)     260.64   (feet)  ADJUSTED  
 MY6201  ___________________________________________________________________
 MY6201  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MY6201  DYNAMIC HT  -          79.417 (meters)     260.55  (feet)  COMP
 MY6201  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 MY6201
 MY6201  VERT ORDER  -  SECOND    CLASS II
 MY6201
 MY6201.The horizontal coordinates were scaled from a topographic map and have
 MY6201.an estimated accuracy of +/- 6 seconds.
 MY6201
 MY6201.The orthometric height was determined by differential leveling
 MY6201.and adjusted by the National Geodetic Survey in April 1995..
 MY6201
 MY6201.The geoid height was determined by GEOID03.
 MY6201
 MY6201.The dynamic height is computed by dividing the NAVD 88
 MY6201.geopotential number by the normal gravity value computed on the
 MY6201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY6201.degrees latitude (g = 980.6199 gals.).
 MY6201
 MY6201.The modeled gravity was interpolated from observed gravity values.
 MY6201
 MY6201;                    North         East    Units  Estimated Accuracy
 MY6201;SPC RI       -   103,200.       93,190.      MT  (+/- 180 meters Scaled)
 MY6201
 MY6201                          SUPERSEDED SURVEY CONTROL
 MY6201
 MY6201.No superseded survey control is available for this station.
 MY6201
 MY6201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG861543(NAD 83)
 MY6201_MARKER: DD = SURVEY DISK
 MY6201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY6201_SP_SET: CONCRETE POST
 MY6201_STAMPING: NS 011 1987
 MY6201_MARK LOGO: RIGS  
 MY6201_MAGNETIC: N = NO MAGNETIC MATERIAL
 MY6201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY6201+STABILITY: SURFACE MOTION
 MY6201
 MY6201  HISTORY     - Date     Condition        Report By
 MY6201  HISTORY     - 1987     MONUMENTED       RIGS
 MY6201
 MY6201                          STATION DESCRIPTION
 MY6201
 MY6201'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 MY6201'THE STATION IS LOCATED ABOUT 1.4 KM (0.85 MI) NORTH OF SLATERSVILLE
 MY6201'CENTER, ON THE NORTH SIDE OF THE HIGHWAY.  OWNERSHIP--STATE RIGHT OF
 MY6201'WAY.  TO REACH FROM STATE HIGHWAY 146 AT THE RHODE
 MY6201'ISLAND/MASSACHUSETTS STATE LINE, GO SOUTH 0.4 KM (0.25 MI) ON HIGHWAY
 MY6201'146 TO THE STATION ON THE LEFT.  IT IS 49.4 M (162.1 FT) SOUTHEAST
 MY6201'FROM THE APPROXIMATE CENTERLINE OF THE CENTRAL STREET BRIDGE OVER
 MY6201'HIGHWAY 146, 9.3 M (30.5 FT) NORTHEAST FROM THE CENTERLINE OF TWO
 MY6201'TRAVEL LANES OF HIGHWAY 146 NORTHBOUND, 1.82 M (6.0 FT) SOUTHWEST
 MY6201'FROM A FIBERGLASS WITNESS POST.  THE MARK IS SET FLUSH WITH THE
 MY6201'SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY6203 ***********************************************************************
 MY6203  DESIGNATION -  NS 012
 MY6203  PID         -  MY6203
 MY6203  STATE/COUNTY-  RI/PROVIDENCE
 MY6203  USGS QUAD   -  BLACKSTONE (1979)
 MY6203
 MY6203                         *CURRENT SURVEY CONTROL
 MY6203  ___________________________________________________________________
 MY6203* NAD 83(1996)-  42 00 16.13591(N)    071 33 47.68930(W)     ADJUSTED  
 MY6203* NAVD 88     -        74.154  (meters)     243.29   (feet)  ADJUSTED  
 MY6203  ___________________________________________________________________
 MY6203  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 MY6203  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MY6203  DYNAMIC HT  -          74.129 (meters)     243.20  (feet)  COMP
 MY6203  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 MY6203
 MY6203  HORZ ORDER  -  SECOND
 MY6203  VERT ORDER  -  SECOND    CLASS II
 MY6203
 MY6203.The horizontal coordinates were established by classical geodetic methods
 MY6203.and adjusted by the National Geodetic Survey in August 1998..
 MY6203
 MY6203.The orthometric height was determined by differential leveling
 MY6203.and adjusted by the National Geodetic Survey in April 1995..
 MY6203
 MY6203.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY6203
 MY6203.The geoid height was determined by GEOID03.
 MY6203
 MY6203.The dynamic height is computed by dividing the NAVD 88
 MY6203.geopotential number by the normal gravity value computed on the
 MY6203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY6203.degrees latitude (g = 980.6199 gals.).
 MY6203
 MY6203.The modeled gravity was interpolated from observed gravity values.
 MY6203
 MY6203;                    North         East     Units Scale Factor Converg.
 MY6203;SPC RI       -   102,308.177    94,760.336   MT  0.99999409   -0 02 32.4
 MY6203;SPC RI       -   335,656.08    310,892.87   sFT  0.99999409   -0 02 32.4
 MY6203;SPC MA M     -   861,569.063   194,760.459   MT  0.99997038   -0 02 32.9
 MY6203;SPC MA M     - 2,826,664.50    638,976.61   sFT  0.99997038   -0 02 32.9
 MY6203;UTM  19      - 4,653,452.494   287,725.360   MT  1.00015450   -1 42 57.4
 MY6203
 MY6203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY6203!SPC RI       -   0.99999297  x   0.99999409  =   0.99998706
 MY6203!SPC MA M     -   0.99999297  x   0.99997038  =   0.99996335
 MY6203!UTM  19      -   0.99999297  x   1.00015450  =   1.00014747
 MY6203
 MY6203                          SUPERSEDED SURVEY CONTROL
 MY6203
 MY6203  NAD 83(1996)-  42 00 16.13584(N)    071 33 47.68928(W) AD(       ) 2
 MY6203  NAD 83(1992)-  42 00 16.13478(N)    071 33 47.68820(W) AD(       ) 2
 MY6203  NAD 83(1992)-  42 00 16.13474(N)    071 33 47.68824(W) AD(       ) 2
 MY6203  NAD 83(1986)-  42 00 16.13505(N)    071 33 47.68671(W) AD(       ) 2
 MY6203  NGVD 29 (06/08/94)   74.39   (m)          244.1    (f) LEVELING    3  
 MY6203
 MY6203.Superseded values are not recommended for survey control.
 MY6203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY6203.See file dsdata.txt to determine how the superseded data were derived.
 MY6203
 MY6203_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8772553452(NAD 83)
 MY6203_MARKER: DD = SURVEY DISK
 MY6203_SETTING: 66 = SET IN ROCK OUTCROP
 MY6203_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 MY6203_STAMPING: NS 012 1987
 MY6203_MARK LOGO: RIGS  
 MY6203_MAGNETIC: N = NO MAGNETIC MATERIAL
 MY6203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY6203+STABILITY: POSITION/ELEVATION WELL
 MY6203
 MY6203  HISTORY     - Date     Condition        Report By
 MY6203  HISTORY     - 1987     MONUMENTED       RIGS
 MY6203
 MY6203                          STATION DESCRIPTION
 MY6203
 MY6203'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 MY6203'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST NORTHEAST OF
 MY6203'SLATERSVILLE CENTER, ON THE NORTH SIDE OF THE HIGHWAY.
 MY6203'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM STATE HIGHWAY 146 AT
 MY6203'THE RHODE ISLAND/ MASSACHUSETTS STATE LINE, GO SOUTH FOR 2.2 KM (1.35
 MY6203'MI) ON STATE HIGHWAY 146 TO THE STATION ON THE LEFT.  IT IS 36.88 M
 MY6203'(121.0 FT) NORTH NORTHWEST FROM THE FACE OF AN ALUMINUM LIGHT POLE
 MY6203'111, 24.4 M (80.1 FT) SOUTHEAST FROM THE SOUTHERN MOST OF TWO
 MY6203'ALUMINUM SUPPORT POSTS OF A HIGHWAY WEIGH STATION SIGN, 11.4 M (37.4
 MY6203'FT) EAST NORTHEAST FROM THE CENTERLINE OF TWO TRAVEL LANES OF HIGHWAY
 MY6203'146 NORTHBOUND, 2.55 M (8.4 FT) WEST SOUTHWEST FROM A FIBERGLASS
 MY6203'WITNESS POST.  THE MARK IS SET INTO A DRILL HOLE IN A ROCK LEDGE OF
 MY6203'1.5 M (4.9 FT) LARGEST DIMENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5675 ***********************************************************************
 LW5675  DESIGNATION -  NS 013
 LW5675  PID         -  LW5675
 LW5675  STATE/COUNTY-  RI/PROVIDENCE
 LW5675  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5675
 LW5675                         *CURRENT SURVEY CONTROL
 LW5675  ___________________________________________________________________
 LW5675* NAD 83(1996)-  41 59 59.57151(N)    071 33 30.36154(W)     ADJUSTED  
 LW5675* NAVD 88     -        64.382  (meters)     211.23   (feet)  ADJUSTED  
 LW5675  ___________________________________________________________________
 LW5675  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LW5675  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LW5675  DYNAMIC HT  -          64.361 (meters)     211.16  (feet)  COMP
 LW5675  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 LW5675
 LW5675  HORZ ORDER  -  SECOND
 LW5675  VERT ORDER  -  SECOND    CLASS II
 LW5675
 LW5675.The horizontal coordinates were established by classical geodetic methods
 LW5675.and adjusted by the National Geodetic Survey in August 1998..
 LW5675
 LW5675.The orthometric height was determined by differential leveling
 LW5675.and adjusted by the National Geodetic Survey in April 1995..
 LW5675
 LW5675.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5675
 LW5675.The geoid height was determined by GEOID03.
 LW5675
 LW5675.The dynamic height is computed by dividing the NAVD 88
 LW5675.geopotential number by the normal gravity value computed on the
 LW5675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5675.degrees latitude (g = 980.6199 gals.).
 LW5675
 LW5675.The modeled gravity was interpolated from observed gravity values.
 LW5675
 LW5675;                    North         East     Units Scale Factor Converg.
 LW5675;SPC RI       -   101,796.824    95,158.740   MT  0.99999404   -0 02 20.8
 LW5675;SPC RI       -   333,978.41    312,199.97   sFT  0.99999404   -0 02 20.8
 LW5675;SPC MA M     -   861,057.721   195,158.852   MT  0.99997066   -0 02 21.3
 LW5675;SPC MA M     - 2,824,986.87    640,283.67   sFT  0.99997066   -0 02 21.3
 LW5675;UTM  19      - 4,652,929.641   288,108.721   MT  1.00015250   -1 42 45.2
 LW5675
 LW5675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5675!SPC RI       -   0.99999451  x   0.99999404  =   0.99998855
 LW5675!SPC MA M     -   0.99999451  x   0.99997066  =   0.99996517
 LW5675!UTM  19      -   0.99999451  x   1.00015250  =   1.00014701
 LW5675
 LW5675                          SUPERSEDED SURVEY CONTROL
 LW5675
 LW5675  NAD 83(1996)-  41 59 59.57144(N)    071 33 30.36153(W) AD(       ) 2
 LW5675  NAD 83(1992)-  41 59 59.57037(N)    071 33 30.36045(W) AD(       ) 2
 LW5675  NAD 83(1992)-  41 59 59.57033(N)    071 33 30.36048(W) AD(       ) 2
 LW5675  NAD 83(1986)-  41 59 59.57072(N)    071 33 30.35879(W) AD(       ) 2
 LW5675  NGVD 29 (06/08/94)   64.62   (m)          212.0    (f) LEVELING    3  
 LW5675
 LW5675.Superseded values are not recommended for survey control.
 LW5675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5675.See file dsdata.txt to determine how the superseded data were derived.
 LW5675
 LW5675_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8810952930(NAD 83)
 LW5675_MARKER: DD = SURVEY DISK
 LW5675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5675_SP_SET: CONCRETE POST
 LW5675_STAMPING: NS 013 1987
 LW5675_MARK LOGO: RIGS  
 LW5675_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5675+STABILITY: SURFACE MOTION
 LW5675
 LW5675  HISTORY     - Date     Condition        Report By
 LW5675  HISTORY     - 1987     MONUMENTED       RIGS
 LW5675
 LW5675                          STATION DESCRIPTION
 LW5675
 LW5675'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5675'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) EAST OF SLATERSVILLE
 LW5675'CENTER, ON THE EAST SIDE OF THE HIGHWAY.  OWNERSHIP--STATE RIGHT OF
 LW5675'WAY.  TO REACH FROM STATE HIGHWAY 146 AT THE RHODE
 LW5675'ISLAND/MASSACHUSETTS STATE LINE, GO SOUTH FOR 2.9 KM (1.80 MI) ON
 LW5675'STATE HIGHWAY 146 TO THE STATION ON THE LEFT.  IT IS 48.6 M (159.4
 LW5675'FT) SOUTH SOUTHEAST FROM THE APPROXIMATE CENTERLINE OF THE MAIN
 LW5675'STREET BRIDGE OVER HIGHWAY 146, 40.5 M (132.9 FT) NORTH FROM THE FACE
 LW5675'OF AN ALUMINUM LIGHT POLE 100, 10.2 M (33.5 FT) EAST NORTHEAST FROM
 LW5675'THE CENTERLINE OF TWO TRAVEL LANES OF HIGHWAY 146 NORTHBOUND, 1.2 M
 LW5675'(3.9 FT) WEST SOUTHWEST FROM A FIBERGLASS WITNESS POST.  THE MARK IS
 LW5675'SET FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5676 ***********************************************************************
 LW5676  DESIGNATION -  NS 014
 LW5676  PID         -  LW5676
 LW5676  STATE/COUNTY-  RI/PROVIDENCE
 LW5676  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5676
 LW5676                         *CURRENT SURVEY CONTROL
 LW5676  ___________________________________________________________________
 LW5676* NAD 83(1996)-  41 59 42.61069(N)    071 33 23.48919(W)     ADJUSTED  
 LW5676* NAVD 88     -        66.568  (meters)     218.40   (feet)  ADJUSTED  
 LW5676  ___________________________________________________________________
 LW5676  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LW5676  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LW5676  DYNAMIC HT  -          66.547 (meters)     218.33  (feet)  COMP
 LW5676  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 LW5676
 LW5676  HORZ ORDER  -  SECOND
 LW5676  VERT ORDER  -  SECOND    CLASS II
 LW5676
 LW5676.The horizontal coordinates were established by classical geodetic methods
 LW5676.and adjusted by the National Geodetic Survey in August 1998..
 LW5676
 LW5676.The orthometric height was determined by differential leveling
 LW5676.and adjusted by the National Geodetic Survey in April 1995..
 LW5676
 LW5676.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5676
 LW5676.The geoid height was determined by GEOID03.
 LW5676
 LW5676.The dynamic height is computed by dividing the NAVD 88
 LW5676.geopotential number by the normal gravity value computed on the
 LW5676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5676.degrees latitude (g = 980.6199 gals.).
 LW5676
 LW5676.The modeled gravity was interpolated from observed gravity values.
 LW5676
 LW5676;                    North         East     Units Scale Factor Converg.
 LW5676;SPC RI       -   101,273.417    95,316.554   MT  0.99999402   -0 02 16.1
 LW5676;SPC RI       -   332,261.20    312,717.73   sFT  0.99999402   -0 02 16.1
 LW5676;SPC MA M     -   860,534.326   195,316.662   MT  0.99997095   -0 02 16.7
 LW5676;SPC MA M     - 2,823,269.70    640,801.42   sFT  0.99997095   -0 02 16.7
 LW5676;UTM  19      - 4,652,401.765   288,251.207   MT  1.00015175   -1 42 40.0
 LW5676
 LW5676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5676!SPC RI       -   0.99999417  x   0.99999402  =   0.99998819
 LW5676!SPC MA M     -   0.99999417  x   0.99997095  =   0.99996512
 LW5676!UTM  19      -   0.99999417  x   1.00015175  =   1.00014591
 LW5676
 LW5676                          SUPERSEDED SURVEY CONTROL
 LW5676
 LW5676  NAD 83(1996)-  41 59 42.61062(N)    071 33 23.48918(W) AD(       ) 2
 LW5676  NAD 83(1992)-  41 59 42.60954(N)    071 33 23.48811(W) AD(       ) 2
 LW5676  NAD 83(1992)-  41 59 42.60950(N)    071 33 23.48815(W) AD(       ) 2
 LW5676  NAD 83(1986)-  41 59 42.60987(N)    071 33 23.48641(W) AD(       ) 2
 LW5676  NGVD 29 (06/08/94)   66.81   (m)          219.2    (f) LEVELING    3  
 LW5676
 LW5676.Superseded values are not recommended for survey control.
 LW5676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5676.See file dsdata.txt to determine how the superseded data were derived.
 LW5676
 LW5676_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8825152402(NAD 83)
 LW5676_MARKER: DD = SURVEY DISK
 LW5676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5676_SP_SET: CONCRETE POST
 LW5676_STAMPING: NS 014 1987
 LW5676_MARK LOGO: RIGS  
 LW5676_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5676+STABILITY: SURFACE MOTION
 LW5676
 LW5676  HISTORY     - Date     Condition        Report By
 LW5676  HISTORY     - 1987     MONUMENTED       RIGS
 LW5676
 LW5676                          STATION DESCRIPTION
 LW5676
 LW5676'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5676'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) EAST SOUTHEAST OF
 LW5676'SLATERSVILLE CENTER, ON THE WEST SIDE OF THE HIGHWAY.
 LW5676'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE RHODE
 LW5676'ISLAND/MASSACHUSETTS STATE LINE, GO SOUTH FOR 3.48 KM (2.15 MI) ON
 LW5676'STATE HIGHWAY 146 TO THE STATION ON THE RIGHT, NEAR A RAILROAD BRIDGE
 LW5676'OVER HIGHWAY 146.  IT IS 37.5 M (123.0 FT) NORTHWEST FROM THE
 LW5676'NORTHWEST CORNER OF THE CENTER CONCRETE PIER SUPPORTING A RAILROAD
 LW5676'BRIDGE, 8.4 M (27.6 FT) WEST FROM THE CENTERLINE OF TWO TRAVEL LANES
 LW5676'OF HIGHWAY 146 SOUTHBOUND, 3.35 M (10.8 FT) SOUTHEAST FROM THE CENTER
 LW5676'OF A ROUND METAL DROP INLET, 0.9M(3.0 FT) EAST FROM A FIBERGLASS
 LW5676'WITNESS POST.  THE MARK IS SET FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5677 ***********************************************************************
 LW5677  CBN         -  This is a Cooperative Base Network Control Station.
 LW5677  DESIGNATION -  NS 015
 LW5677  PID         -  LW5677
 LW5677  STATE/COUNTY-  RI/PROVIDENCE
 LW5677  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5677
 LW5677                         *CURRENT SURVEY CONTROL
 LW5677  ___________________________________________________________________
 LW5677* NAD 83(1996)-  41 59 24.41433(N)    071 33 12.68162(W)     ADJUSTED  
 LW5677* NAVD 88     -        80.936  (meters)     265.54   (feet)  ADJUSTED  
 LW5677  ___________________________________________________________________
 LW5677  X           -   1,502,283.544 (meters)                     COMP
 LW5677  Y           -  -4,503,829.705 (meters)                     COMP
 LW5677  Z           -   4,244,822.325 (meters)                     COMP
 LW5677  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LW5677  ELLIP HEIGHT-          51.55  (meters)          (06/22/01) GPS OBS
 LW5677  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LW5677  DYNAMIC HT  -          80.909 (meters)     265.45  (feet)  COMP
 LW5677  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 LW5677
 LW5677  HORZ ORDER  -  A
 LW5677  VERT ORDER  -  SECOND    CLASS II
 LW5677  ELLP ORDER  -  FOURTH    CLASS I
 LW5677
 LW5677.The horizontal coordinates were established by GPS observations
 LW5677.and adjusted by the National Geodetic Survey in June 2001..
 LW5677
 LW5677.The orthometric height was determined by differential leveling
 LW5677.and adjusted by the National Geodetic Survey in April 1995..
 LW5677
 LW5677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5677
 LW5677.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5677
 LW5677.The ellipsoidal height was determined by GPS observations
 LW5677.and is referenced to NAD 83.
 LW5677
 LW5677.The geoid height was determined by GEOID03.
 LW5677
 LW5677.The dynamic height is computed by dividing the NAVD 88
 LW5677.geopotential number by the normal gravity value computed on the
 LW5677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5677.degrees latitude (g = 980.6199 gals.).
 LW5677
 LW5677.The modeled gravity was interpolated from observed gravity values.
 LW5677
 LW5677;                    North         East     Units Scale Factor Converg.
 LW5677;SPC RI       -   100,711.837    95,564.947   MT  0.99999399   -0 02 08.9
 LW5677;SPC RI       -   330,418.75    313,532.66   sFT  0.99999399   -0 02 08.9
 LW5677;SPC MA M     -   859,972.758   195,565.047   MT  0.99997127   -0 02 09.4
 LW5677;SPC MA M     - 2,821,427.29    641,616.33   sFT  0.99997127   -0 02 09.4
 LW5677;UTM  19      - 4,651,833.082   288,483.133   MT  1.00015055   -1 42 32.2
 LW5677
 LW5677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5677!SPC RI       -   0.99999191  x   0.99999399  =   0.99998590
 LW5677!SPC MA M     -   0.99999191  x   0.99997127  =   0.99996319
 LW5677!UTM  19      -   0.99999191  x   1.00015055  =   1.00014246
 LW5677
 LW5677                          SUPERSEDED SURVEY CONTROL
 LW5677
 LW5677  NAD 83(1996)-  41 59 24.41513(N)    071 33 12.68333(W) AD(       ) 2
 LW5677  NAD 83(1996)-  41 59 24.41506(N)    071 33 12.68332(W) AD(       ) 2
 LW5677  NAD 83(1992)-  41 59 24.41396(N)    071 33 12.68226(W) AD(       ) 2
 LW5677  NAD 83(1992)-  41 59 24.41392(N)    071 33 12.68229(W) AD(       ) 2
 LW5677  NAD 83(1986)-  41 59 24.41423(N)    071 33 12.68061(W) AD(       ) 2
 LW5677  NAVD 88 (06/22/01)   80.94   (m)          265.6    (f) LEVELING    3  
 LW5677  NGVD 29 (06/08/94)   81.17   (m)          266.3    (f) LEVELING    3  
 LW5677
 LW5677.Superseded values are not recommended for survey control.
 LW5677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5677.See file dsdata.txt to determine how the superseded data were derived.
 LW5677
 LW5677_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8848351833(NAD 83)
 LW5677_MARKER: DD = SURVEY DISK
 LW5677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5677_SP_SET: CONCRETE POST
 LW5677_STAMPING: NS 015 1987
 LW5677_MARK LOGO: RIGS  
 LW5677_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5677+STABILITY: SURFACE MOTION
 LW5677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5677+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2000
 LW5677
 LW5677  HISTORY     - Date     Condition        Report By
 LW5677  HISTORY     - 1987     MONUMENTED       RIGS
 LW5677  HISTORY     - 20000721 GOOD             RIDT
 LW5677
 LW5677                          STATION DESCRIPTION
 LW5677
 LW5677'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5677'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) SOUTHEAST OF
 LW5677'SLATERSVILLE CENTER, ON THE WEST SIDE OF THE ROAD.OWNERSHIP--STATE
 LW5677'RIGHT OF WAY.  TO REACH FROM STATE HIGHWAY 146 AT THE RHODE
 LW5677'ISLAND/MASSACHUSETTS STATE LINE, GO SOUTH FOR 4.0 KM (2.50 MI) ON
 LW5677'STATE HIGHWAY 146 TO THE STATION ON THE RIGHT, IN A GRASS ISLAND.  IT
 LW5677'IS 31.5 M (103.3 FT) NORTH NORTHWEST FROM AN ALUMINUM LIGHT POLE
 LW5677'81-1, 22.1 M4 (103.48 FT) SOUTH SOUTHEAST FROM AN ALUMINUM LIGHT POLE
 LW5677'82-1, 21.2 M (69.6 FT) EAST SOUTHEAST FROM THE APPROXIMATE CENTERLINE
 LW5677'OF THE EXIT RAMP FROM HIGHWAY 146 SOUTHBOUND TO POUND HILL ROAD, 11.3
 LW5677'M (37.1 FT) WEST SOUTHWEST FROM THE CENTERLINE OF TWO TRAVEL LANES OF
 LW5677'HIGHWAY 146 SOUTHBOUND.  THE MARK IS SET FLUSH WITH THE SURROUNDING
 LW5677'GROUND.
 LW5677
 LW5677                          STATION RECOVERY (2000)
 LW5677
 LW5677'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW5677'THE STATION IS LOCATED IN NORTH SMITHFIELD, RI ABOUT 1.6 MI (2.6 KM)
 LW5677'SOUTHEAST OF SLATERSVILLE CENTER, 2.1 MI (3.4 KM) SOUTHWEST OF
 LW5677'WOONSOCKET CENTER AND 4.4 MI (7.1 KM) NORTHWEST OF MANVILLE
 LW5677'CENTER ON STATE RIGHT-OF-WAY.  TO REACH THE STATION FROM STATE
 LW5677'HIGHWAY 146 AT THE RHODE ISLAND - MASSACHUSETTS STATE LION ABOUT
 LW5677'1.0 MI (1.6 KM) NORTH OF SLATERSVILLE CENTER, GO SOUTH ON STATE
 LW5677'HIGHWAY 146 FOR 2.5 MI (4.0 KM) TO THE STATION ON THE RIGHT IN A GRASS
 LW5677'ISLAND.  A STANDARD RIGS DISK SET INTO THE CENTER OF A 30 CM
 LW5677'DIAMETER CONCRETE POST FLUSH WITH THE GROUND.  IT IS, 31.5 M (103.3
 LW5677'FT) NORTH-NORTHWEST FROM AN ALUMINUM LIGHT POLE NUMBER 81-1, 22.1
 LW5677'M (72.5 FT) SOUTH-SOUTHEAST FROM AN ALUMINUM LIGHT POLE NUMBER
 LW5677'82-1, 21.2 M (69.6 FT) EAST-SOUTHEAST FROM THE CENTER OF EXIT RAMP
 LW5677'FROM ROUTE 146 SOUTH TO POUND HILL ROAD AND 11.3 M (37.1 FT)
 LW5677'WEST-SOUTHWEST FROM THE CENTER OF 2 TRAVEL LANES OF ROUTE 146
 LW5677'SOUTHBOUND.  DESCRIBED BY TOM TAIT.
 LW5677'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5678 ***********************************************************************
 LW5678  DESIGNATION -  NS 016
 LW5678  PID         -  LW5678
 LW5678  STATE/COUNTY-  RI/PROVIDENCE
 LW5678  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5678
 LW5678                         *CURRENT SURVEY CONTROL
 LW5678  ___________________________________________________________________
 LW5678* NAD 83(1996)-  41 59 09.69973(N)    071 32 55.37260(W)     ADJUSTED  
 LW5678* NAVD 88     -        94.443  (meters)     309.85   (feet)  ADJUSTED  
 LW5678  ___________________________________________________________________
 LW5678  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 LW5678  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LW5678  DYNAMIC HT  -          94.413 (meters)     309.75  (feet)  COMP
 LW5678  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 LW5678
 LW5678  HORZ ORDER  -  SECOND
 LW5678  VERT ORDER  -  SECOND    CLASS II
 LW5678
 LW5678.The horizontal coordinates were established by classical geodetic methods
 LW5678.and adjusted by the National Geodetic Survey in August 1998..
 LW5678
 LW5678.The orthometric height was determined by differential leveling
 LW5678.and adjusted by the National Geodetic Survey in April 1995..
 LW5678
 LW5678.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5678
 LW5678.The geoid height was determined by GEOID03.
 LW5678
 LW5678.The dynamic height is computed by dividing the NAVD 88
 LW5678.geopotential number by the normal gravity value computed on the
 LW5678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5678.degrees latitude (g = 980.6199 gals.).
 LW5678
 LW5678.The modeled gravity was interpolated from observed gravity values.
 LW5678
 LW5678;                    North         East     Units Scale Factor Converg.
 LW5678;SPC RI       -   100,257.603    95,963.100   MT  0.99999395   -0 01 57.3
 LW5678;SPC RI       -   328,928.49    314,838.94   sFT  0.99999395   -0 01 57.3
 LW5678;SPC MA M     -   859,518.533   195,963.190   MT  0.99997153   -0 01 57.8
 LW5678;SPC MA M     - 2,819,937.05    642,922.57   sFT  0.99997153   -0 01 57.8
 LW5678;UTM  19      - 4,651,367.345   288,867.913   MT  1.00014855   -1 42 20.1
 LW5678
 LW5678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5678!SPC RI       -   0.99998979  x   0.99999395  =   0.99998374
 LW5678!SPC MA M     -   0.99998979  x   0.99997153  =   0.99996132
 LW5678!UTM  19      -   0.99998979  x   1.00014855  =   1.00013834
 LW5678
 LW5678                          SUPERSEDED SURVEY CONTROL
 LW5678
 LW5678  NAD 83(1996)-  41 59 09.69966(N)    071 32 55.37259(W) AD(       ) 2
 LW5678  NAD 83(1992)-  41 59 09.69855(N)    071 32 55.37154(W) AD(       ) 2
 LW5678  NAD 83(1992)-  41 59 09.69851(N)    071 32 55.37158(W) AD(       ) 2
 LW5678  NAD 83(1986)-  41 59 09.69873(N)    071 32 55.37002(W) AD(       ) 2
 LW5678  NGVD 29 (06/08/94)   94.68   (m)          310.6    (f) LEVELING    3  
 LW5678
 LW5678.Superseded values are not recommended for survey control.
 LW5678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5678.See file dsdata.txt to determine how the superseded data were derived.
 LW5678
 LW5678_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8886851367(NAD 83)
 LW5678_MARKER: DD = SURVEY DISK
 LW5678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5678_SP_SET: CONCRETE POST
 LW5678_STAMPING: NS 016 1987
 LW5678_MARK LOGO: RIGS  
 LW5678_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5678+STABILITY: SURFACE MOTION
 LW5678
 LW5678  HISTORY     - Date     Condition        Report By
 LW5678  HISTORY     - 1987     MONUMENTED       RIGS
 LW5678
 LW5678                          STATION DESCRIPTION
 LW5678
 LW5678'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5678'THE STATION IS LOCATED ABOUT 3.1 KM (1.95 MI) SOUTHEAST OF
 LW5678'SLATERSVILLE CENTER, ON THE WEST SIDE OF THE HIGHWAY.
 LW5678'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM STATE HIGHWAY 146 AT
 LW5678'THE RHODE ISLAND/MASSACHUSETTS STATE LINE, GO SOUTH FOR 4.64 KM (2.90
 LW5678'MI) TO THE STATION ON THE RIGHT AT THE FOOT OF A LOW LEDGE CUT.  IT
 LW5678'IS 92.05 M (302.0 FT) SOUTHEAST FROM AN ALUMINUM LIGHT POLE 72-1,
 LW5678'48.2 M (158.1 FT) WEST NORTHWEST FROM AN ALUMINUM POST SUPPORTING THE
 LW5678'POUND HILL ROAD OVERHEAD SIGN, 9.15 M (30.0 FT) SOUTH SOUTHWEST FROM
 LW5678'THE CENTERLINE OF TWO TRAVEL LANES OF HIGHWAY 146 SOUTHBOUND, 0.75 M
 LW5678'(2.5 FT) NORTH NORTHEAST FROM A FIBERGLASS WITNESS POST.  THE MARK IS
 LW5678'SET FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5679 ***********************************************************************
 LW5679  DESIGNATION -  NS 017
 LW5679  PID         -  LW5679
 LW5679  STATE/COUNTY-  RI/PROVIDENCE
 LW5679  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5679
 LW5679                         *CURRENT SURVEY CONTROL
 LW5679  ___________________________________________________________________
 LW5679* NAD 83(1996)-  41 58 35.23286(N)    071 32 06.54075(W)     ADJUSTED  
 LW5679* NAVD 88     -        69.878  (meters)     229.26   (feet)  ADJUSTED  
 LW5679  ___________________________________________________________________
 LW5679  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW5679  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LW5679  DYNAMIC HT  -          69.855 (meters)     229.18  (feet)  COMP
 LW5679  MODELED GRAV-     980,300.0   (mgal)                       NAVD 88
 LW5679
 LW5679  HORZ ORDER  -  SECOND
 LW5679  VERT ORDER  -  SECOND    CLASS II
 LW5679
 LW5679.The horizontal coordinates were established by classical geodetic methods
 LW5679.and adjusted by the National Geodetic Survey in August 1998..
 LW5679
 LW5679.The orthometric height was determined by differential leveling
 LW5679.and adjusted by the National Geodetic Survey in April 1995..
 LW5679
 LW5679.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5679
 LW5679.The geoid height was determined by GEOID03.
 LW5679
 LW5679.The dynamic height is computed by dividing the NAVD 88
 LW5679.geopotential number by the normal gravity value computed on the
 LW5679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5679.degrees latitude (g = 980.6199 gals.).
 LW5679
 LW5679.The modeled gravity was interpolated from observed gravity values.
 LW5679
 LW5679;                    North         East     Units Scale Factor Converg.
 LW5679;SPC RI       -    99,193.633    97,086.723   MT  0.99999385   -0 01 24.6
 LW5679;SPC RI       -   325,437.78    318,525.36   sFT  0.99999385   -0 01 24.6
 LW5679;SPC MA M     -   858,454.584   197,086.786   MT  0.99997217   -0 01 25.0
 LW5679;SPC MA M     - 2,816,446.41    646,608.90   sFT  0.99997217   -0 01 25.0
 LW5679;UTM  19      - 4,650,270.860   289,960.164   MT  1.00014289   -1 41 46.3
 LW5679
 LW5679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5679!SPC RI       -   0.99999365  x   0.99999385  =   0.99998750
 LW5679!SPC MA M     -   0.99999365  x   0.99997217  =   0.99996582
 LW5679!UTM  19      -   0.99999365  x   1.00014289  =   1.00013654
 LW5679
 LW5679                          SUPERSEDED SURVEY CONTROL
 LW5679
 LW5679  NAD 83(1996)-  41 58 35.23279(N)    071 32 06.54075(W) AD(       ) 2
 LW5679  NAD 83(1992)-  41 58 35.23164(N)    071 32 06.53972(W) AD(       ) 2
 LW5679  NAD 83(1992)-  41 58 35.23160(N)    071 32 06.53975(W) AD(       ) 2
 LW5679  NAD 83(1986)-  41 58 35.23146(N)    071 32 06.53863(W) AD(       ) 2
 LW5679  NGVD 29 (06/08/94)   70.12   (m)          230.1    (f) LEVELING    3  
 LW5679
 LW5679.Superseded values are not recommended for survey control.
 LW5679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5679.See file dsdata.txt to determine how the superseded data were derived.
 LW5679
 LW5679_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8996050271(NAD 83)
 LW5679_MARKER: DD = SURVEY DISK
 LW5679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5679_SP_SET: CONCRETE POST
 LW5679_STAMPING: NS 017 1987
 LW5679_MARK LOGO: RIGS  
 LW5679_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5679+STABILITY: SURFACE MOTION
 LW5679
 LW5679  HISTORY     - Date     Condition        Report By
 LW5679  HISTORY     - 1987     MONUMENTED       RIGS
 LW5679
 LW5679                          STATION DESCRIPTION
 LW5679
 LW5679'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5679'THE STATION IS LOCATED ABOUT 4.6 KM (2.85 MI) SOUTH SOUTHEAST OF
 LW5679'SLATERSVILLE CENTER, ON THE WEST SIDE OF THE HIGHWAY.
 LW5679'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM STATE HIGHWAY 146 AT
 LW5679'THE RHODE ISLAND/MASSACHUSETTS STATE LINE, GO SOUTH FOR 6.16 KM (3.85
 LW5679'MI) ON HIGHWAY 146 TO THE STATION ON THE RIGHT.  IT IS 18.3 M (60.0
 LW5679'FT) EAST SOUTHEAST FROM THE EAST END OF A CULVERT WINGWALL, 12.2 M
 LW5679'(40.0 FT) SOUTHWEST FROM THE CENTERLINE OF TWO TRAVEL LANES OF
 LW5679'HIGHWAY 146 SOUTHBOUND, 3.8 M (12.5 FT) WEST FROM AN ALUMINUM LIGHT
 LW5679'POLE 43-1, 1.55 M (5.1 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5679'THE MARK IS RECESSED .05 M (0.2 FT) BELOW THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5681 ***********************************************************************
 LW5681  DESIGNATION -  NS 018
 LW5681  PID         -  LW5681
 LW5681  STATE/COUNTY-  RI/PROVIDENCE
 LW5681  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5681
 LW5681                         *CURRENT SURVEY CONTROL
 LW5681  ___________________________________________________________________
 LW5681* NAD 83(1996)-  41 58 15.89638(N)    071 30 48.33031(W)     ADJUSTED  
 LW5681* NAVD 88     -        97.010  (meters)     318.27   (feet)  ADJUSTED  
 LW5681  ___________________________________________________________________
 LW5681  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 LW5681  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LW5681  DYNAMIC HT  -          96.979 (meters)     318.17  (feet)  COMP
 LW5681  MODELED GRAV-     980,303.5   (mgal)                       NAVD 88
 LW5681
 LW5681  HORZ ORDER  -  SECOND
 LW5681  VERT ORDER  -  SECOND    CLASS II
 LW5681
 LW5681.The horizontal coordinates were established by classical geodetic methods
 LW5681.and adjusted by the National Geodetic Survey in August 1998..
 LW5681
 LW5681.The orthometric height was determined by differential leveling
 LW5681.and adjusted by the National Geodetic Survey in April 1995..
 LW5681
 LW5681.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5681
 LW5681.The geoid height was determined by GEOID03.
 LW5681
 LW5681.The dynamic height is computed by dividing the NAVD 88
 LW5681.geopotential number by the normal gravity value computed on the
 LW5681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5681.degrees latitude (g = 980.6199 gals.).
 LW5681
 LW5681.The modeled gravity was interpolated from observed gravity values.
 LW5681
 LW5681;                    North         East     Units Scale Factor Converg.
 LW5681;SPC RI       -    98,596.527    98,887.225   MT  0.99999377   -0 00 32.3
 LW5681;SPC RI       -   323,478.77    324,432.50   sFT  0.99999377   -0 00 32.3
 LW5681;SPC MA M     -   857,857.489   198,887.249   MT  0.99997254   -0 00 32.5
 LW5681;SPC MA M     - 2,814,487.45    652,515.92   sFT  0.99997254   -0 00 32.5
 LW5681;UTM  19      - 4,649,621.362   291,742.727   MT  1.00013371   -1 40 53.3
 LW5681
 LW5681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5681!SPC RI       -   0.99998939  x   0.99999377  =   0.99998316
 LW5681!SPC MA M     -   0.99998939  x   0.99997254  =   0.99996193
 LW5681!UTM  19      -   0.99998939  x   1.00013371  =   1.00012310
 LW5681
 LW5681                          SUPERSEDED SURVEY CONTROL
 LW5681
 LW5681  NAD 83(1996)-  41 58 15.89631(N)    071 30 48.33031(W) AD(       ) 2
 LW5681  NAD 83(1992)-  41 58 15.89510(N)    071 30 48.32928(W) AD(       ) 2
 LW5681  NAD 83(1992)-  41 58 15.89506(N)    071 30 48.32931(W) AD(       ) 2
 LW5681  NAD 83(1986)-  41 58 15.89454(N)    071 30 48.32841(W) AD(       ) 2
 LW5681  NGVD 29 (06/08/94)   97.25   (m)          319.1    (f) LEVELING    3  
 LW5681
 LW5681.Superseded values are not recommended for survey control.
 LW5681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5681.See file dsdata.txt to determine how the superseded data were derived.
 LW5681
 LW5681_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9174349621(NAD 83)
 LW5681_MARKER: DD = SURVEY DISK
 LW5681_SETTING: 80 = SET IN A BOULDER
 LW5681_SP_SET: IN DRILL HOLE IN A BOULDER
 LW5681_STAMPING: NS 018 1987
 LW5681_MARK LOGO: RIGS  
 LW5681_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5681+STABILITY: SURFACE MOTION
 LW5681
 LW5681  HISTORY     - Date     Condition        Report By
 LW5681  HISTORY     - 1987     MONUMENTED       RIGS
 LW5681
 LW5681                          STATION DESCRIPTION
 LW5681
 LW5681'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5681'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) SOUTHEAST OF
 LW5681'SLATERSVILLE CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM
 LW5681'THE STATE LINE OF RHODE ISLAND/MASSACHUSETTS, GO SOUTH FOR 8.16 KM
 LW5681'(5.05 MI) ON STATE HIGHWAY 146 TO THE STATION ON THE RIGHT, IT IS
 LW5681'22.7 M (74.5 FT) SOUTH SOUTHEAST FROM A PROTRUDING ROCK IN THE SHAPE
 LW5681'OF A TRIANGLE, 18.65 M (61.2 FT) SOUTH SOUTHWEST FROM THE CENTER OF
 LW5681'TWO TRAVEL LANES OF HIGHWAY 146 SOUTHBOUND, 11.43 M (37.5 FT)
 LW5681'SOUTHWEST FROM AN ALUMINUM LIGHT POLE, 10.1 M (33.1 FT) NORTHEAST
 LW5681'FROM A POWER LINE POLE 265.  THE STATION IS 5.5 M (18.0 FT) ABOVE THE
 LW5681'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5680 ***********************************************************************
 LW5680  DESIGNATION -  NS 019
 LW5680  PID         -  LW5680
 LW5680  STATE/COUNTY-  RI/PROVIDENCE
 LW5680  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5680
 LW5680                         *CURRENT SURVEY CONTROL
 LW5680  ___________________________________________________________________
 LW5680* NAD 83(1996)-  41 58 24.27125(N)    071 31 17.28469(W)     ADJUSTED  
 LW5680* NAVD 88     -        97.738  (meters)     320.66   (feet)  ADJUSTED  
 LW5680  ___________________________________________________________________
 LW5680  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 LW5680  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LW5680  DYNAMIC HT  -          97.706 (meters)     320.56  (feet)  COMP
 LW5680  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 LW5680
 LW5680  HORZ ORDER  -  SECOND
 LW5680  VERT ORDER  -  SECOND    CLASS II
 LW5680
 LW5680.The horizontal coordinates were established by classical geodetic methods
 LW5680.and adjusted by the National Geodetic Survey in August 1998..
 LW5680
 LW5680.The orthometric height was determined by differential leveling
 LW5680.and adjusted by the National Geodetic Survey in April 1995..
 LW5680
 LW5680.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5680
 LW5680.The geoid height was determined by GEOID03.
 LW5680
 LW5680.The dynamic height is computed by dividing the NAVD 88
 LW5680.geopotential number by the normal gravity value computed on the
 LW5680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5680.degrees latitude (g = 980.6199 gals.).
 LW5680
 LW5680.The modeled gravity was interpolated from observed gravity values.
 LW5680
 LW5680;                    North         East     Units Scale Factor Converg.
 LW5680;SPC RI       -    98,855.056    98,220.633   MT  0.99999379   -0 00 51.7
 LW5680;SPC RI       -   324,326.96    322,245.53   sFT  0.99999379   -0 00 51.7
 LW5680;SPC MA M     -   858,116.013   198,220.671   MT  0.99997237   -0 00 51.9
 LW5680;SPC MA M     - 2,815,335.62    650,328.98   sFT  0.99997237   -0 00 51.9
 LW5680;UTM  19      - 4,649,899.276   291,083.872   MT  1.00013709   -1 41 12.9
 LW5680
 LW5680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5680!SPC RI       -   0.99998927  x   0.99999379  =   0.99998306
 LW5680!SPC MA M     -   0.99998927  x   0.99997237  =   0.99996165
 LW5680!UTM  19      -   0.99998927  x   1.00013709  =   1.00012636
 LW5680
 LW5680:                Primary Azimuth Mark                     Grid Az
 LW5680:SPC RI       -  MOWRY FIRE TOWER                         280 00 09.7
 LW5680:SPC MA M     -  MOWRY FIRE TOWER                         280 00 09.9
 LW5680:UTM  19      -  MOWRY FIRE TOWER                         281 40 30.9
 LW5680
 LW5680|---------------------------------------------------------------------|
 LW5680| PID    Reference Object                     Distance      Geod. Az  |
 LW5680|                                                           dddmmss.s |
 LW5680| LW3481 MOWRY FIRE TOWER                    APPROX. 2.7 KM 2795918.0 |
 LW5680|---------------------------------------------------------------------|
 LW5680
 LW5680                          SUPERSEDED SURVEY CONTROL
 LW5680
 LW5680  NAD 83(1996)-  41 58 24.27118(N)    071 31 17.28469(W) AD(       ) 2
 LW5680  NAD 83(1992)-  41 58 24.26999(N)    071 31 17.28365(W) AD(       ) 2
 LW5680  NAD 83(1992)-  41 58 24.26995(N)    071 31 17.28368(W) AD(       ) 2
 LW5680  NAD 83(1986)-  41 58 24.26954(N)    071 31 17.28270(W) AD(       ) 2
 LW5680  NGVD 29 (06/08/94)   97.97   (m)          321.4    (f) LEVELING    3  
 LW5680
 LW5680.Superseded values are not recommended for survey control.
 LW5680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5680.See file dsdata.txt to determine how the superseded data were derived.
 LW5680
 LW5680_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9108449899(NAD 83)
 LW5680_MARKER: DD = SURVEY DISK
 LW5680_SETTING: 66 = SET IN ROCK OUTCROP
 LW5680_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 LW5680_STAMPING: NS 019 1987
 LW5680_MARK LOGO: RIGS  
 LW5680_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5680+STABILITY: POSITION/ELEVATION WELL
 LW5680
 LW5680  HISTORY     - Date     Condition        Report By
 LW5680  HISTORY     - 1987     MONUMENTED       RIGS
 LW5680
 LW5680                          STATION DESCRIPTION
 LW5680
 LW5680'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5680'THE STATION IS LOCATED ABOUT 5.76 KM (3.60 MI) SOUTH SOUTHEAST OF
 LW5680'SLATERSVILLE CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM
 LW5680'THE RHODE ISLAND/MASSACHUSETTS STATE LINE, GO SOUTH FOR 7.44 KM (4.60
 LW5680'MI) ON STATE HIGHWAY 146 TO THE STATION ON THE EAST SIDE OF THE
 LW5680'HIGHWAY AT THE TOP OF A ROCK LEDGE 3.7 M (12.1 FT) ABOVE THE LEVEL OF
 LW5680'THE HIGHWAY.  IT IS 11.9 M (39.0 FT) SOUTHEAST FROM THE CENTERLINE OF
 LW5680'TWO TRAVEL LANES OF HIGHWAY 146 NORTHBOUND, 11.3 M (37.1 FT)
 LW5680'NORTHEAST FROM THE NORTHWEST EDGE OF A ROCK LEDGE, 2.1 M (6.9 FT)
 LW5680'NORTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5894 ***********************************************************************
 LW5894  DESIGNATION -  NS 020
 LW5894  PID         -  LW5894
 LW5894  STATE/COUNTY-  RI/PROVIDENCE
 LW5894  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5894
 LW5894                         *CURRENT SURVEY CONTROL
 LW5894  ___________________________________________________________________
 LW5894* NAD 83(1996)-  41 57 38.74735(N)    071 30 12.18071(W)     ADJUSTED  
 LW5894* NAVD 88     -       136.5    (meters)     448.     (feet)  VERTCON   
 LW5894  ___________________________________________________________________
 LW5894  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 LW5894  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LW5894
 LW5894  HORZ ORDER  -  SECOND
 LW5894
 LW5894.The horizontal coordinates were established by classical geodetic methods
 LW5894.and adjusted by the National Geodetic Survey in August 1998..
 LW5894
 LW5894.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5894
 LW5894.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5894
 LW5894.The geoid height was determined by GEOID03.
 LW5894
 LW5894;                    North         East     Units Scale Factor Converg.
 LW5894;SPC RI       -    97,450.275    99,719.502   MT  0.99999375   -0 00 08.1
 LW5894;SPC RI       -   319,718.11    327,163.07   sFT  0.99999375   -0 00 08.1
 LW5894;SPC MA M     -   856,711.260   199,719.507   MT  0.99997327   -0 00 08.2
 LW5894;SPC MA M     - 2,810,726.86    655,246.42   sFT  0.99997327   -0 00 08.2
 LW5894;UTM  19      - 4,648,451.148   292,541.308   MT  1.00012963   -1 40 27.9
 LW5894
 LW5894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5894!SPC RI       -   0.99998319  x   0.99999375  =   0.99997694
 LW5894!SPC MA M     -   0.99998319  x   0.99997327  =   0.99995646
 LW5894!UTM  19      -   0.99998319  x   1.00012963  =   1.00011282
 LW5894
 LW5894                          SUPERSEDED SURVEY CONTROL
 LW5894
 LW5894  NAD 83(1996)-  41 57 38.74729(N)    071 30 12.18071(W) AD(       ) 2
 LW5894  NAD 83(1992)-  41 57 38.74606(N)    071 30 12.17973(W) AD(       ) 2
 LW5894  NAD 83(1992)-  41 57 38.74602(N)    071 30 12.17975(W) AD(       ) 2
 LW5894  NAD 83(1986)-  41 57 38.74543(N)    071 30 12.17895(W) AD(       ) 2
 LW5894  NGVD 29 (06/08/94)  136.8    (m)          449.     (f) VERT ANG       
 LW5894
 LW5894.Superseded values are not recommended for survey control.
 LW5894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5894.See file dsdata.txt to determine how the superseded data were derived.
 LW5894
 LW5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9254148451(NAD 83)
 LW5894_MARKER: DD = SURVEY DISK
 LW5894_SETTING: 80 = SET IN A BOULDER
 LW5894_SP_SET: IN DRILL HOLE IN A BOULDER
 LW5894_STAMPING: NS 020 1988
 LW5894_MARK LOGO: RIGS  
 LW5894_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5894+STABILITY: SURFACE MOTION
 LW5894
 LW5894  HISTORY     - Date     Condition        Report By
 LW5894  HISTORY     - 1988     MONUMENTED       RIGS
 LW5894
 LW5894                          STATION DESCRIPTION
 LW5894
 LW5894'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5894'THE STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) EAST OF PRIMROSE CENTER.
 LW5894'OWNERSHIP--NARRAGANSETT ELECTRIC EASEMENT.
 LW5894'TO REACH FROM THE INTERSTATE HIGHWAY 295 SOUTHBOUND BRIDGE OVER STATE
 LW5894'HIGHWAY 146, GO NORTH ON HIGHWAY 146 FOR 2.3 KM (1.45 MI) TO A SIDE
 LW5894'ROAD LEFT, TURN LEFT AND GO WEST FOR 0.3 KM (0.20 MI) ON SAYLES HILL
 LW5894'ROAD TO IRON MINE HILL ROAD, CONTINUE WEST ONTO IRON MINE HILL ROAD
 LW5894'FOR 0.3 KM (0.20 MI) TO A PATH ON THE RIGHT AND A POWER LINE EASEMENT,
 LW5894'TURN RIGHT AND GO NORTHWEST 320.0 M (1049.9 FT) ALONG THE PATH TO THE
 LW5894'STATION ON THE RIGHT. IT IS 46.95 M (154.0 FT) SOUTH SOUTHEAST FROM
 LW5894'POWER POLE G 275, THE CENTER POLE OF A SET OF FIVE, 10.7 M (35.1 FT)
 LW5894'EAST NORTHEAST FROM THE CENTERLINE OF A DIM TRACK ROAD, 0.88 M
 LW5894'(2.9 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST, 0.61 M (2.0 FT)
 LW5894'SOUTHWEST FROM THE NORTHEAST EDGE OF THE BOULDER, 0.52 M(1.7FT)
 LW5894'NORTHWEST FROM THE SOUTHEAST EDGE OF THE BOULDER.
 LW5894'THE MARK IS SET INTO A DRILL HOLE IN A BOULDER OF 1.7 M (5.6 FT)
 LW5894'LARGEST DIMENSION AND 0.9 M (3.0 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3502 ***********************************************************************
 LW3502  DESIGNATION -  NUTE
 LW3502  PID         -  LW3502
 LW3502  STATE/COUNTY-  RI/PROVIDENCE
 LW3502  USGS QUAD   -  NORTH SCITUATE (1975)
 LW3502
 LW3502                         *CURRENT SURVEY CONTROL
 LW3502  ___________________________________________________________________
 LW3502* NAD 83(1996)-  41 49 18.32466(N)    071 33 16.47610(W)     ADJUSTED  
 LW3502* NAVD 88     -       165.5    (meters)     543.     (feet)  VERTCON   
 LW3502  ___________________________________________________________________
 LW3502  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 LW3502  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW3502
 LW3502  HORZ ORDER  -  SECOND
 LW3502
 LW3502.The horizontal coordinates were established by classical geodetic methods
 LW3502.and adjusted by the National Geodetic Survey in August 1998..
 LW3502
 LW3502.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3502
 LW3502.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3502
 LW3502.The geoid height was determined by GEOID03.
 LW3502
 LW3502;                    North         East     Units Scale Factor Converg.
 LW3502;SPC RI       -    82,012.213    95,465.711   MT  0.99999400   -0 02 11.0
 LW3502;SPC RI       -   269,068.40    313,207.09   sFT  0.99999400   -0 02 11.0
 LW3502;UTM  19      - 4,633,141.340   287,838.743   MT  1.00015393   -1 42 14.6
 LW3502
 LW3502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3502!SPC RI       -   0.99997871  x   0.99999400  =   0.99997271
 LW3502!UTM  19      -   0.99997871  x   1.00015393  =   1.00013263
 LW3502
 LW3502|---------------------------------------------------------------------|
 LW3502| PID    Reference Object                     Distance      Geod. Az  |
 LW3502|                                                           dddmmss.s |
 LW3502| CB7938 NUTE RM 1                            21.265 METERS 04726     |
 LW3502| LW2632 REHOBOTH TV STA WJAR OLD TOWER      APPROX.22.7 KM 0773256.4 |
 LW3502| LW2634 REHOBOTH TV STATION WJAR MAST       APPROX.22.8 KM 0773651.4 |
 LW3502| LW2675 PROVIDENCE INDUST TRUST TOWER       APPROX.11.9 KM 0883003.7 |
 LW3502| LW2698 PROVIDENCE RAD STA WPJB FM TWR      APPROX. 7.2 KM 1032204.5 |
 LW3502| CB7940 NUTE RM 3                           100.988 METERS 12735     |
 LW3502| LW3503 NUTE RM 4                             5.750 METERS 13325     |
 LW3502| LW3506 CHOPMIST RAD STA KCE 706 MAST       APPROX. 9.8 KM 2775835.2 |
 LW3502| LW3507 CHOPMIST                            APPROX. 9.8 KM 2822648.2 |
 LW3502| LW3505 CHOPMIST HILL FIRE TOWER            APPROX. 9.8 KM 2824705.7 |
 LW3502| CB7939 NUTE RM 2                            34.340 METERS 30612     |
 LW3502|---------------------------------------------------------------------|
 LW3502
 LW3502                          SUPERSEDED SURVEY CONTROL
 LW3502
 LW3502  NAD 83(1996)-  41 49 18.32434(N)    071 33 16.47595(W) AD(       ) 2
 LW3502  NAD 83(1992)-  41 49 18.32335(N)    071 33 16.47521(W) AD(       ) 2
 LW3502  NAD 83(1992)-  41 49 18.32316(N)    071 33 16.47535(W) AD(       ) 2
 LW3502  NAD 83(1986)-  41 49 18.32298(N)    071 33 16.47467(W) AD(       ) 2
 LW3502  NAD 27      -  41 49 17.96439(N)    071 33 18.25022(W) AD(       ) 2
 LW3502  NGVD 29 (07/19/86)  165.7    (m)          544.     (f) VERT ANG       
 LW3502
 LW3502.Superseded values are not recommended for survey control.
 LW3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3502.See file dsdata.txt to determine how the superseded data were derived.
 LW3502
 LW3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8783933141(NAD 83)
 LW3502_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3502_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3502+STABILITY: SURFACE MOTION
 LW3502
 LW3502  HISTORY     - Date     Condition        Report By
 LW3502  HISTORY     - 1958     MONUMENTED       CGS
 LW3502  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3502
 LW3502                          STATION DESCRIPTION
 LW3502
 LW3502'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW3502'THE STATION IS ABOUT 7.5 MILES WEST OF THE CENTER OF PROVIDENCE,
 LW3502'ABOUT 1.5 MILES EAST-SOUTHEAST OF NORTH SCITUATE, ON THE SUMMIT
 LW3502'OF A HILL, LOCALLY KNOWN AS PINE HILL AND IS ON THE PROPERTY OF
 LW3502'MR. HOWARD NUTE.  IT IS 37 FEET EAST OF THE SOUTHEAST CORNER OF
 LW3502'A HOUSE, 28 FEET SOUTHEAST OF A 14 INCH WEEPING WILLOW TREE,
 LW3502'22 FEET WEST OF THE CENTERLINE OF GOLDEN VIEW DRIVE, 10 FEET
 LW3502'NORTH OF A WHITE WITNESS POST AND IS IN THE SOUTHEAST CORNER OF
 LW3502'MR. NUTES FRONT LAWN.  THE MONUMENT IS FLUSH AND THE DISK IS
 LW3502'STAMPED NUTE 1958.
 LW3502'
 LW3502'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND
 LW3502'116, ABOUT 0.5 MILE NORTH OF NORTH SCITUATE, GO EAST ON
 LW3502'HIGHWAY 101 FOR 0.45 MILE TO A JUNCTION WITH U.S. HIGHWAY
 LW3502'6.  CONTINUE EAST ON U.S. HIGHWAY 6 FOR 0.65 MILE TO A SIDE
 LW3502'STREET RIGHT.  TURN RIGHT AND GO SOUTH ON BISHOP ROAD FOR 0.5
 LW3502'MILE TO AN ANGLING CROSSROAD.  TURN LEFT AND GO SOUTHEAST,
 LW3502'CONTINUING ON BISHOP ROAD, FOR 0.5 MILE TO A SIDE STREET RIGHT,
 LW3502'LINDBERG STREET.  TURN RIGHT AND GO WEST, UP HILL, FOR 0.05
 LW3502'MILE TO GOLDEN VIEW DRIVE.  TURN RIGHT AND GO NORTH ON GOLDEN
 LW3502'VIEW DRIVE FOR 0.05 MILE TO THE STATION ON THE LEFT.
 LW3502'
 LW3502'REFERENCE MARK 1 IS 48 FEET EAST OF THE CENTERLINE OF GOLDEN VIEW
 LW3502'DRIVE AND 16 FEET NORTHWEST OF A TWIN TRUNK OAK TREE.  THE
 LW3502'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED NUTE NO 1 1958.
 LW3502'
 LW3502'REFERENCE MARK 2 IS 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LW3502'THE HOUSE, 29 FEET WEST OF A POWER POLE, 25 FEET NORTH OF THE
 LW3502'CENTERLINE OF A DRIVEWAY AND 9 FEET SOUTHEAST OF AN 8 INCH OAK
 LW3502'TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LW3502'NUTE NO 2 1958.
 LW3502'
 LW3502'REFERENCE MARK 3 IS 86 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LW3502'OF A HOUSE, 19 FEET SOUTHWEST OF AN 8 INCH OAK TREE, 11 FEET
 LW3502'SOUTHEAST OF THE END OF A DRIVEWAY AND 2 FEET NORTH OF A WHITE
 LW3502'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LW3502'NUTE NO 3 1958.
 LW3502'
 LW3502'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW3502
 LW3502                          STATION RECOVERY (1968)
 LW3502
 LW3502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3502'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 LW3502'CONDITION.  REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME AND
 LW3502'OCCUPIED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 LW3502'CHECKED WITH ORIGINAL DESCRIPTION.  DUE TO TWO LOW LIMB LARGE
 LW3502'PINE TREES IN FRONT YARD THE DIRECTION WAS NOT CHECKED TO
 LW3502'REFERENCE MARK 2.  DUE TO CHANGES A COMPLETE NEW DESCRIPTION
 LW3502'FOLLOWS.
 LW3502'
 LW3502'STATION IS LOCATED ABOUT 7 MILES WEST OF THE CENTER OF
 LW3502'DOWNTOWN PROVIDENCE, 1-3/4 MILES SOUTHEAST OF NORTH SCITUATE,
 LW3502'3/4 MILES SOUTH OF U.S. HIGHWAY 6 AND ON PROPERTY OWNED BY MR. AND
 LW3502'MRS. HOWARD NUTE.
 LW3502'
 LW3502'TO REACH THE STATION FROM THE JUNCTION OF NEW U.S. HIGHWAY 6
 LW3502'AND STATE HIGHWAY 116 ABOUT 0.5 MILE NORTH OF NORTH SCITUATE, GO
 LW3502'EAST ON U.S. HIGHWAY 6 FOR 0.5 MILE TO THE JUNCTION OF OLD
 LW3502'U.S. HIGHWAY 6.  CONTINUE EAST ON U.S. HIGHWAY 6 FOR 0.65 MILE
 LW3502'TO A SIDE ROAD RIGHT (BISHOP HILL ROAD).  TURN RIGHT AND GO
 LW3502'SOUTHERLY FOR 0.5 MILE TO AN ANGLING CROSSROAD ON RIGHT
 LW3502'(PINE HILL ROAD).  KEEP LEFT ON BISHOP HILL ROAD AND GO
 LW3502'SOUTHEAST FOR 0.5 MILE TO LINDBERG STREET ON RIGHT.  TURN
 LW3502'RIGHT AND GO SOUTHWEST FOR 0.1 MILE TO GOLDEN VIEW DRIVE ON
 LW3502'RIGHT.  TURN RIGHT AND GO NORTHWEST ON GOLDEN VIEW DRIVE FOR 0.05
 LW3502'MILE TO STATION ON LEFT AS DESCRIBED.
 LW3502'
 LW3502'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 LW3502'
 LW3502'STATION MARK, STAMPED NUTE 1958, IS SET FLUSH.  IT IS 37.8 FEET
 LW3502'EAST OF THE EAST CORNER OF HOUSE, 25 FEET SOUTHWEST OF CENTER OF
 LW3502'ROAD, 17 FEET NORTHEAST OF A 10-INCH WILLOW TREE AND 12.8 FEET
 LW3502'SOUTHWEST OF SOUTH EDGE OF GOLDEN VIEW DRIVE.  (NOTE 1A 7A)
 LW3502'
 LW3502'RM 1, STAMPED NUTE NO 1 1958, PROJECTS 1 INCH.  IT IS 41.5 FEET
 LW3502'NORTH OF POWER LINE POLE 14, 45.5 FEET NORTHEAST OF CENTER OF
 LW3502'ROAD AND 2.2 FEET SOUTH OF A METAL WITNESS POST.  (NOTE 11A)
 LW3502'
 LW3502'RM 2, STAMPED NUTE NO 2 1958, IS SET FLUSH.  IT IS 38 FEET NORTH
 LW3502'OF THE NORTH CORNER OF GARAGE, 29 FEET EAST OF THE NORTHWEST END
 LW3502'OF GOLDEN VIEW DRIVE, 25.5 FEET NORTHWEST OF CENTER OF DRIVEWAY
 LW3502'AND 9.5 FEET EAST OF A 15-INCH OAK TREE.  (NOTE 11A)
 LW3502'
 LW3502'RM 4, STAMPED NUTE NO 4 1958 1968, IS SET 2 INCHES BELOW THE
 LW3502'SURFACE OF THE GROUND.  IT IS 48 FEET EAST OF THE EAST CORNER OF
 LW3502'NUTES HOUSE, 36 FEET SOUTHWEST OF POWER LINE POLE 14, 24.3 FEET
 LW3502'SOUTHWEST OF CENTER OF ROAD AND 22.3 FEET EAST OF A 10-INCH WILLOW
 LW3502'TREE.  (NOTE 11B)
 LW3502'
 LW3502'RM 3, STAMPED NUTE NO 3 1958, PROJECTS 1 INCH.  IT IS 50.5 FEET
 LW3502'WEST OF WEST CORNER OF A HOUSE, 14.5 FEET NORTHEAST OF CENTER OF
 LW3502'GOLDEN VIEW DRIVE AND 3 FEET NORTHEAST OF POWER LINE POLE
 LW3502'13.  (NOTE 11A)
 LW3502'
 LW3502'NOTE--AT THE REQUEST OF THE PROPERTY OWNER, THE TRUE STATION
 LW3502'WAS NOT OCCUPIED FOR THE MAIN SCHEME.
 LW3502'
 LW3502'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW3502'
 LW3502'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3502'1.7 MILES SOUTHEAST OF N. SCITUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0755 ***********************************************************************
 LW0755  DESIGNATION -  O 1
 LW0755  PID         -  LW0755
 LW0755  STATE/COUNTY-  RI/WASHINGTON
 LW0755  USGS QUAD   -  ASHAWAY (1984)
 LW0755
 LW0755                         *CURRENT SURVEY CONTROL
 LW0755  ___________________________________________________________________
 LW0755* NAD 83(1986)-  41 23 06.     (N)    071 46 56.     (W)     SCALED    
 LW0755* NAVD 88     -        10.978  (meters)      36.02   (feet)  ADJUSTED  
 LW0755  ___________________________________________________________________
 LW0755  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LW0755  DYNAMIC HT  -          10.974 (meters)      36.00  (feet)  COMP
 LW0755  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 LW0755
 LW0755  VERT ORDER  -  FIRST     CLASS I
 LW0755
 LW0755.The horizontal coordinates were scaled from a topographic map and have
 LW0755.an estimated accuracy of +/- 6 seconds.
 LW0755
 LW0755.The orthometric height was determined by differential leveling
 LW0755.and adjusted by the National Geodetic Survey in June 1991..
 LW0755
 LW0755.The geoid height was determined by GEOID03.
 LW0755
 LW0755.The dynamic height is computed by dividing the NAVD 88
 LW0755.geopotential number by the normal gravity value computed on the
 LW0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0755.degrees latitude (g = 980.6199 gals.).
 LW0755
 LW0755.The modeled gravity was interpolated from observed gravity values.
 LW0755
 LW0755;                    North         East    Units  Estimated Accuracy
 LW0755;SPC RI       -    33,540.       76,390.      MT  (+/- 180 meters Scaled)
 LW0755
 LW0755                          SUPERSEDED SURVEY CONTROL
 LW0755
 LW0755  NGVD 29 (??/??/92)   11.257  (m)           36.93   (f) ADJ UNCH    1 1
 LW0755
 LW0755.Superseded values are not recommended for survey control.
 LW0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0755.See file dsdata.txt to determine how the superseded data were derived.
 LW0755
 LW0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF673852(NAD 83)
 LW0755_MARKER: DB = BENCH MARK DISK
 LW0755_SETTING: 80 = SET IN A BOULDER
 LW0755_SP_SET: BOULDER
 LW0755_STAMPING: O 1 ELEV 36.959 FT 1923
 LW0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0755+STABILITY: SURFACE MOTION
 LW0755
 LW0755  HISTORY     - Date     Condition        Report By
 LW0755  HISTORY     - 1923     MONUMENTED       CGS
 LW0755  HISTORY     - 1965     GOOD             NGS
 LW0755  HISTORY     - 1969     GOOD             NGS
 LW0755  HISTORY     - 1988     GOOD             USPSQD
 LW0755  HISTORY     - 1990     GOOD             USPSQD
 LW0755
 LW0755                          STATION DESCRIPTION
 LW0755
 LW0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0755'2.8 MI E FROM WESTERLY.
 LW0755'2.8 MILES EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0755'RAILROAD FROM THE STATION AT WESTERLY, 188 YARDS EAST OF SIGNAL
 LW0755'BRIDGE NO 144.02 144.01 E, SET ON THE TOP OF A 14-BY-9-FOOT
 LW0755'BURIED BOULDER WHICH PROJECTS 3 FEET ABOVE THE LEVEL OF THE
 LW0755'GROUND, 228 YARDS WEST OF A MILEPOST, 25.1 FEET NORTH OF AND
 LW0755'ACROSS A ROAD FROM NORTH RAIL OF NORTH TRACK, AND ABOUT LEVEL
 LW0755'WITH THE TRACK.
 LW0755
 LW0755                          STATION RECOVERY (1969)
 LW0755
 LW0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0755'RECOVERED IN GOOD CONDITION.
 LW0755
 LW0755                          STATION RECOVERY (1988)
 LW0755
 LW0755'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0755'RECOVERED IN GOOD CONDITION.
 LW0755
 LW0755                          STATION RECOVERY (1990)
 LW0755
 LW0755'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2550 ***********************************************************************
 LW2550  DESIGNATION -  OAK 1913
 LW2550  PID         -  LW2550
 LW2550  STATE/COUNTY-  RI/KENT
 LW2550  USGS QUAD   -  EAST GREENWICH (1975)
 LW2550
 LW2550                         *CURRENT SURVEY CONTROL
 LW2550  ___________________________________________________________________
 LW2550* NAD 83(1996)-  41 40 56.83781(N)    071 23 25.38990(W)     ADJUSTED  
 LW2550* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2550  ___________________________________________________________________
 LW2550  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 LW2550  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2550
 LW2550  HORZ ORDER  -  THIRD
 LW2550
 LW2550.The horizontal coordinates were established by classical geodetic methods
 LW2550.and adjusted by the National Geodetic Survey in August 1998..
 LW2550
 LW2550.The orthometric height was scaled from a topographic map.
 LW2550
 LW2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2550
 LW2550.The geoid height was determined by GEOID03.
 LW2550
 LW2550;                    North         East     Units Scale Factor Converg.
 LW2550;SPC RI       -    66,544.625   109,126.551   MT  0.99999477   +0 04 22.4
 LW2550;SPC RI       -   218,321.82    358,026.03   sFT  0.99999477   +0 04 22.4
 LW2550;UTM  19      - 4,617,281.277   301,045.964   MT  1.00008712   -1 35 24.5
 LW2550
 LW2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2550!SPC RI       -   1.00000456  x   0.99999477  =   0.99999933
 LW2550!UTM  19      -   1.00000456  x   1.00008712  =   1.00009168
 LW2550
 LW2550                          SUPERSEDED SURVEY CONTROL
 LW2550
 LW2550  NAD 83(1996)-  41 40 56.83732(N)    071 23 25.38992(W) AD(       ) 3
 LW2550  NAD 83(1992)-  41 40 56.83628(N)    071 23 25.38885(W) AD(       ) 3
 LW2550  NAD 83(1992)-  41 40 56.83578(N)    071 23 25.38888(W) AD(       ) 3
 LW2550  NAD 83(1986)-  41 40 56.83624(N)    071 23 25.38804(W) AD(       ) 3
 LW2550  NAD 27      -  41 40 56.45700(N)    071 23 27.21200(W) AD(       ) 3
 LW2550
 LW2550.Superseded values are not recommended for survey control.
 LW2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2550.See file dsdata.txt to determine how the superseded data were derived.
 LW2550
 LW2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0104617281(NAD 83)
 LW2550
 LW2550  HISTORY     - Date     Condition        Report By
 LW2550  HISTORY     - 1913     MONUMENTED       CGS
 LW2550  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2550  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2550
 LW2550                          STATION DESCRIPTION
 LW2550
 LW2550'DESCRIBED BY US ENGINEERS 1916
 LW2550'ON THE W SHORE OF WARWICK NECK, GREENWICH BAY, AT THE MOUTH OF
 LW2550'WARWICK COVE AND SE OF OAKLAND BEACH.  THE STATION IS ON A LOW,
 LW2550'SANDY POINT 32 FEET FROM SHORE AND 62 FEET S OF THE S CORNER OF A
 LW2550'ROW OF PILES WHICH FORMERLY SUPPORTED A COAL POCKET OR WHARF.  THE
 LW2550'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LW2550'CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 LW2550
 LW2550                          STATION RECOVERY (1935)
 LW2550
 LW2550'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2550'FOUND THE APPROXIMATE LOCATION OF THE COAL POCKET OR WHARF, BUT
 LW2550'COULD FIND NO ONE WHO COULD TELL THE EXACT LOCATION OF THE
 LW2550'STRUCTURE.  AN OLD FISHERMAN, WHO CAME ALONG AS I WAS HUNTING FOR
 LW2550'THE MARK, SAID THAT THE SHORE LINE HAD CHANGED CONSIDERABLY IN
 LW2550'20 YEARS.  HE HAD BEEN AROUND THERE FOR YEARS, BUT DID NOT RECALL
 LW2550'THE CONCRETE POST.  MADE AN EXTENSIVE SEARCH OF THE SAND WITHOUT
 LW2550'FINDING ANY CLUE TO THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2554 ***********************************************************************
 LW2554  DESIGNATION -  OAKLAND BEACH FLAGSTAFF
 LW2554  PID         -  LW2554
 LW2554  STATE/COUNTY-  RI/KENT
 LW2554  USGS QUAD   -  EAST GREENWICH (1975)
 LW2554
 LW2554                         *CURRENT SURVEY CONTROL
 LW2554  ___________________________________________________________________
 LW2554* NAD 83(1996)-  41 41 05.61378(N)    071 23 58.29578(W)     ADJUSTED  
 LW2554* NAVD 88     -                                                        
 LW2554  ___________________________________________________________________
 LW2554  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW2554  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW2554
 LW2554  HORZ ORDER  -  THIRD
 LW2554
 LW2554.The horizontal coordinates were established by classical geodetic methods
 LW2554.and adjusted by the National Geodetic Survey in August 1998..
 LW2554
 LW2554
 LW2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2554
 LW2554.The geoid height was determined by GEOID03.
 LW2554
 LW2554;                    North         East     Units Scale Factor Converg.
 LW2554;SPC RI       -    66,814.452   108,365.187   MT  0.99999461   +0 04 00.5
 LW2554;SPC RI       -   219,207.08    355,528.12   sFT  0.99999461   +0 04 00.5
 LW2554;UTM  19      - 4,617,573.114   300,292.681   MT  1.00009082   -1 35 46.7
 LW2554
 LW2554                          SUPERSEDED SURVEY CONTROL
 LW2554
 LW2554  NAD 83(1996)-  41 41 05.61326(N)    071 23 58.29576(W) AD(       ) 4
 LW2554  NAD 83(1992)-  41 41 05.61227(N)    071 23 58.29476(W) AD(       ) 4
 LW2554  NAD 83(1992)-  41 41 05.61176(N)    071 23 58.29479(W) AD(       ) 4
 LW2554  NAD 83(1986)-  41 41 05.61225(N)    071 23 58.29401(W) AD(       ) 4
 LW2554  NAD 27      -  41 41 05.23000(N)    071 24 00.11800(W) AD(       ) 3
 LW2554
 LW2554.Superseded values are not recommended for survey control.
 LW2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2554.See file dsdata.txt to determine how the superseded data were derived.
 LW2554
 LW2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0029317573(NAD 83)
 LW2554
 LW2554  HISTORY     - Date     Condition        Report By
 LW2554  HISTORY     - UNK      MONUMENTED
 LW2554  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2554
 LW2554                          STATION DESCRIPTION
 LW2554
 LW2554'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2554'FOUND NO FLAGSTAFF AT THE W END OF OAKLAND BEACH.
 LW2554'
 LW2554'THERE IS A LARGE FLAGSTAFF AT THE E END OF THE BEACH, WHICH
 LW2554'FLAGSTAFF I BELIEVE TO BE COMPARATIVELY NEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2682 ***********************************************************************
 LW2682  DESIGNATION -  OBSERVER
 LW2682  PID         -  LW2682
 LW2682  STATE/COUNTY-  RI/PROVIDENCE
 LW2682  USGS QUAD   -  PROVIDENCE (1975)
 LW2682
 LW2682                         *CURRENT SURVEY CONTROL
 LW2682  ___________________________________________________________________
 LW2682* NAD 83(1996)-  41 50 20.28096(N)    071 23 57.20224(W)     ADJUSTED  
 LW2682* NAVD 88     -        62.4    (meters)     205.     (feet)  VERTCON   
 LW2682  ___________________________________________________________________
 LW2682  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 LW2682  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW2682
 LW2682  HORZ ORDER  -  FIRST
 LW2682
 LW2682.The horizontal coordinates were established by classical geodetic methods
 LW2682.and adjusted by the National Geodetic Survey in August 1998..
 LW2682
 LW2682.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2682
 LW2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2682
 LW2682.The geoid height was determined by GEOID03.
 LW2682
 LW2682;                    North         East     Units Scale Factor Converg.
 LW2682;SPC RI       -    83,927.195   108,370.430   MT  0.99999461   +0 04 02.0
 LW2682;SPC RI       -   275,351.14    355,545.32   sFT  0.99999461   +0 04 02.0
 LW2682;SPC MA M     -   843,188.422   208,370.349   MT  0.99998436   +0 04 03.7
 LW2682;SPC MA M     - 2,766,360.68    683,628.39   sFT  0.99998436   +0 04 03.7
 LW2682;UTM  19      - 4,634,680.098   300,795.376   MT  1.00008833   -1 36 03.2
 LW2682
 LW2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2682!SPC RI       -   0.99999484  x   0.99999461  =   0.99998945
 LW2682!SPC MA M     -   0.99999484  x   0.99998436  =   0.99997920
 LW2682!UTM  19      -   0.99999484  x   1.00008833  =   1.00008317
 LW2682
 LW2682|---------------------------------------------------------------------|
 LW2682| PID    Reference Object                     Distance      Geod. Az  |
 LW2682|                                                           dddmmss.s |
 LW2682| CB7944 OBSERVER RM 1                        22.297 METERS 05516     |
 LW2682| LW2639 RUMFORD FIRST NAT STORES TANK       APPROX. 4.3 KM 0702401.0 |
 LW2682| LW2648 RUMFORD ST MARGARETTS CATH CH       APPROX. 4.0 KM 0814209.3 |
 LW2682| LW2646 RUMFORD HOD REALTY CO TANK          APPROX. 3.8 KM 0875954.8 |
 LW2682| LW2650 E PROVIDENCE RAD WEAN E MAST        APPROX. 2.9 KM 0991416.4 |
 LW2682| LW2645 E PROVIDENCE RAD STA WHIM MAST      APPROX. 2.8 KM 1163909.2 |
 LW2682| LW2676 PROVIDENCE UNITARIAN CH SPIRE       APPROX. 1.7 KM 1964047.7 |
 LW2682| LW2683 PROVIDENCE BROWN UNIV CLOCK TR      APPROX. 1.4 KM 1975456.6 |
 LW2682| LW2665 PROVIDENCE FIRST CH CHRIST SCI      APPROX. 1.2 KM 2024705.7 |
 LW2682| LW2660 PROVIDENCE HOPE ST HS TOWER         489.326 METERS 2091832.0 |
 LW2682| LW2666 PROVIDENCE ARMEN APOSTOLIC CH       APPROX. 1.6 KM 2481407.4 |
 LW2682| LW2700 PROVIDENCE ST ANNS CATH CH          APPROX. 2.3 KM 3080947.3 |
 LW2682| CB7945 OBSERVER RM 2                        24.806 METERS 32557     |
 LW2682|---------------------------------------------------------------------|
 LW2682
 LW2682                          SUPERSEDED SURVEY CONTROL
 LW2682
 LW2682  NAD 83(1996)-  41 50 20.28083(N)    071 23 57.20218(W) AD(       ) 1
 LW2682  NAD 83(1992)-  41 50 20.27948(N)    071 23 57.20142(W) AD(       ) 1
 LW2682  NAD 83(1992)-  41 50 20.27937(N)    071 23 57.20142(W) AD(       ) 1
 LW2682  NAD 83(1986)-  41 50 20.27813(N)    071 23 57.20112(W) AD(       ) 1
 LW2682  NAD 27      -  41 50 19.91891(N)    071 23 58.99514(W) AD(       ) 1
 LW2682  NGVD 29 (07/19/86)   62.6    (m)          205.     (f) VERT ANG       
 LW2682
 LW2682.Superseded values are not recommended for survey control.
 LW2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2682.See file dsdata.txt to determine how the superseded data were derived.
 LW2682
 LW2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0079534680(NAD 83)
 LW2682_MARKER: DS = TRIANGULATION STATION DISK
 LW2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2682+STABILITY: SURFACE MOTION
 LW2682
 LW2682  HISTORY     - Date     Condition        Report By
 LW2682  HISTORY     - 1968     MONUMENTED       CGS
 LW2682  HISTORY     - 1974     GOOD             LOCENG
 LW2682  HISTORY     - 1984     GOOD             LOCENG
 LW2682  HISTORY     - 19950914 GOOD             USPSQD
 LW2682  HISTORY     - 19980216 MARK NOT FOUND   USPSQD
 LW2682  HISTORY     - 19991231 GOOD             USPSQD
 LW2682
 LW2682                          STATION DESCRIPTION
 LW2682
 LW2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2682'THE STATION IS LOCATED IN NORTHEAST PROVIDENCE ABOUT 0.05 MILE
 LW2682'NORTHEAST OF THE INTERSECTION OF DOYLE AVENUE AND HOPE STREET
 LW2682'AND ON THE PROPERTY OF LADD OBSERVATORY.
 LW2682'
 LW2682'TO REACH THE STATION FROM THE JUNCTION OF EXIT NUMBER 23 AND
 LW2682'THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 95, ON THE WEST EDGE
 LW2682'OF PROVIDENCE, GO NORTH, EAST AND SOUTH ON THE EXIT RAMP FOR
 LW2682'0.25 MILE TO A T INTERSECTION.  TURN LEFT AND GO EAST ON ORMS
 LW2682'AVENUE FOR 0.1 MILE TO A T INTERSECTION.  TURN LEFT AND GO NORTH
 LW2682'ON CHARLES STREET FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 LW2682'GO NORTHEAST FOR 0.2 MILE TO NORTH MAIN STREET.  CROSS NORTH
 LW2682'MAIN STREET AND TURN RIGHT AND GO EASTERLY ON DOYLE AVENUE
 LW2682'FOR 0.45 MILE TO THE INTERSECTION OF HOPE STREET AND DOYLE
 LW2682'AVENUE.  CONTINUE EAST ON DOYLE AVENUE FOR 0.05 MILE TO
 LW2682'THE STATION ON THE LEFT ON THE LAWN OF THE LADD
 LW2682'OBSERVATORY.
 LW2682'
 LW2682'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 LW2682'
 LW2682'STATION MARK, STAMPED OBSERVER 1968 IS SET 1 INCH BELOW THE
 LW2682'GROUND SURFACE.  IT IS 61 FEET NORTH OF THE CENTER OF DOYLE
 LW2682'AVENUE, 43 FEET EAST OF THE CENTER OF THE OBSERVATORY DRIVEWAY
 LW2682'AND 33 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OBSERVATORY.
 LW2682'
 LW2682'RM 1, STAMPED OBSERVER NO 1 1968 IS SET FLUSH WITH THE GROUND
 LW2682'SURFACE.  IT IS 101 FEET NORTH OF THE CENTER OF DOYLE AVENUE
 LW2682'AND 6.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE OBSERVATORY.
 LW2682'
 LW2682'RM 2, STAMPED OBSERVER NO 2 1968 IS SET FLUSH WITH THE GROUND
 LW2682'SURFACE.  IT IS 51 FEET WEST OF THE NORTHWEST CORNER OF THE
 LW2682'OBSERVATORY, 51 FEET EAST OF A 36-INCH OAK TREE AND 49 FEET
 LW2682'NORTHEAST OF THE NORTHEAST CORNER OF A THREE STORY HOUSE.
 LW2682'
 LW2682'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW2682
 LW2682                          STATION RECOVERY (1974)
 LW2682
 LW2682'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (PHG)
 LW2682'DESCRIPTION IS ADEQUATE
 LW2682'
 LW2682'OBSERVER UNDISTURBED
 LW2682'
 LW2682'RM 1 UNDISTURBED
 LW2682'
 LW2682'RM 2 UNDISTURBED
 LW2682
 LW2682                          STATION RECOVERY (1984)
 LW2682
 LW2682'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (GD)
 LW2682'OBSERVER 1968 RECOVERED GOOD.
 LW2682'
 LW2682'RM 1 RECOVERED GOOD.
 LW2682'
 LW2682'RM 2 DESTROYED.
 LW2682
 LW2682                          STATION RECOVERY (1995)
 LW2682
 LW2682'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW2682'RECOVERED IN GOOD CONDITION.
 LW2682
 LW2682                          STATION RECOVERY (1998)
 LW2682
 LW2682'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2682'MARK NOT FOUND.
 LW2682
 LW2682                          STATION RECOVERY (1999)
 LW2682
 LW2682'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW2682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3128 ***********************************************************************
 LW3128  DESIGNATION -  OCEAN VIEW HOTEL CUPOLA
 LW3128  PID         -  LW3128
 LW3128  STATE/COUNTY-  RI/WASHINGTON
 LW3128  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3128
 LW3128                         *CURRENT SURVEY CONTROL
 LW3128  ___________________________________________________________________
 LW3128* NAD 83(1996)-  41 10 16.29552(N)    071 33 17.93462(W)     ADJUSTED  
 LW3128* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW3128  ___________________________________________________________________
 LW3128  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 LW3128  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LW3128
 LW3128  HORZ ORDER  -  THIRD
 LW3128
 LW3128.The horizontal coordinates were established by classical geodetic methods
 LW3128.and adjusted by the National Geodetic Survey in August 1998..
 LW3128
 LW3128.The orthometric height was scaled from a topographic map.
 LW3128
 LW3128.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3128
 LW3128.The geoid height was determined by GEOID03.
 LW3128
 LW3128;                    North         East     Units Scale Factor Converg.
 LW3128;SPC RI       -     9,758.794    95,386.111   MT  0.99999401   -0 02 10.3
 LW3128;SPC RI       -    32,016.98    312,945.93   sFT  0.99999401   -0 02 10.3
 LW3128;UTM  19      - 4,560,908.475   285,669.453   MT  1.00016540   -1 40 57.4
 LW3128
 LW3128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3128!SPC RI       -   1.00000345  x   0.99999401  =   0.99999746
 LW3128!UTM  19      -   1.00000345  x   1.00016540  =   1.00016885
 LW3128
 LW3128:                Primary Azimuth Mark                     Grid Az
 LW3128:SPC RI       -  WHITE LIGHT                              007 53 15.7
 LW3128:UTM  19      -  WHITE LIGHT                              009 32 02.8
 LW3128
 LW3128|---------------------------------------------------------------------|
 LW3128| PID    Reference Object                     Distance      Geod. Az  |
 LW3128|                                                           dddmmss.s |
 LW3128| LW3130 WHITE LIGHT                         APPROX. 0.7 KM 0075105.4 |
 LW3128| LW3131 BLOCK IS SE LIGHTHOUSE              APPROX. 2.1 KM 1724238.9 |
 LW3128| LW3142 INNER RED LIGHT                     252.893 METERS 34836     |
 LW3128| LW3141 OUTER RED LIGHT                     456.165 METERS 3530401.9 |
 LW3128|---------------------------------------------------------------------|
 LW3128
 LW3128                          SUPERSEDED SURVEY CONTROL
 LW3128
 LW3128  NAD 83(1996)-  41 10 16.29369(N)    071 33 17.93330(W) AD(       ) 3
 LW3128  NAD 83(1992)-  41 10 16.29359(N)    071 33 17.93334(W) AD(       ) 3
 LW3128  NAD 83(1992)-  41 10 16.29250(N)    071 33 17.93394(W) AD(       ) 3
 LW3128  NAD 83(1986)-  41 10 16.29133(N)    071 33 17.92995(W) AD(       ) 3
 LW3128  NAD 27      -  41 10 15.92400(N)    071 33 19.72800(W) AD(       ) 3
 LW3128
 LW3128.Superseded values are not recommended for survey control.
 LW3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3128.See file dsdata.txt to determine how the superseded data were derived.
 LW3128
 LW3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8566960908(NAD 83)
 LW3128_MARKER: 86 = CUPOLA
 LW3128
 LW3128  HISTORY     - Date     Condition        Report By
 LW3128  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3128  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW3128  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW3128
 LW3128                          STATION DESCRIPTION
 LW3128
 LW3128'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3140 ***********************************************************************
 LW3140  DESIGNATION -  OCEAN VIEW HOTEL TANK
 LW3140  PID         -  LW3140
 LW3140  STATE/COUNTY-  RI/WASHINGTON
 LW3140  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3140
 LW3140                         *CURRENT SURVEY CONTROL
 LW3140  ___________________________________________________________________
 LW3140* NAD 83(1996)-  41 10 13.72554(N)    071 33 20.54248(W)     ADJUSTED  
 LW3140* NAVD 88     -                                                        
 LW3140  ___________________________________________________________________
 LW3140  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 LW3140  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LW3140
 LW3140  HORZ ORDER  -  THIRD
 LW3140
 LW3140.The horizontal coordinates were established by classical geodetic methods
 LW3140.and adjusted by the National Geodetic Survey in August 1998..
 LW3140
 LW3140
 LW3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3140
 LW3140.The geoid height was determined by GEOID03.
 LW3140
 LW3140;                    North         East     Units Scale Factor Converg.
 LW3140;SPC RI       -     9,679.551    95,325.271   MT  0.99999402   -0 02 12.0
 LW3140;SPC RI       -    31,756.99    312,746.33   sFT  0.99999402   -0 02 12.0
 LW3140;UTM  19      - 4,560,830.999   285,606.350   MT  1.00016573   -1 40 59.0
 LW3140
 LW3140                          SUPERSEDED SURVEY CONTROL
 LW3140
 LW3140  NAD 83(1996)-  41 10 13.72376(N)    071 33 20.54116(W) AD(       ) 4
 LW3140  NAD 83(1992)-  41 10 13.72367(N)    071 33 20.54121(W) AD(       ) 4
 LW3140  NAD 83(1992)-  41 10 13.72241(N)    071 33 20.54179(W) AD(       ) 4
 LW3140  NAD 83(1986)-  41 10 13.72147(N)    071 33 20.53776(W) AD(       ) 4
 LW3140  NAD 27      -  41 10 13.35000(N)    071 33 22.34000(W) AD(       ) 3
 LW3140
 LW3140.Superseded values are not recommended for survey control.
 LW3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3140.See file dsdata.txt to determine how the superseded data were derived.
 LW3140
 LW3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8560660831(NAD 83)
 LW3140_MARKER: 51 = TANK
 LW3140
 LW3140  HISTORY     - Date     Condition        Report By
 LW3140  HISTORY     - 1928     FIRST OBSERVED   CGS
 LW3140  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW3140  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW3140
 LW3140                          STATION DESCRIPTION
 LW3140
 LW3140'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CKG)
 LW3140'THIS INTERSECTION STATION IS A WATER TANK ABOUT 100 FEET HIGH
 LW3140'ON TOP OF WHICH IS A WINDMILL TOWER 25 FEET HIGH.  THE FAN AND
 LW3140'WHEEL HAVE BEEN REMOVED.  THE TANK IS THE PROPERTY OF THE OCEAN
 LW3140'VIEW HOTEL AND IS 100 METERS SW THEREOF.
 LW3140
 LW3140                          STATION RECOVERY (1988)
 LW3140
 LW3140'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LW3140'MARK NOT FOUND.
 LW3140
 LW3140                          STATION RECOVERY (1990)
 LW3140
 LW3140'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5595 ***********************************************************************
 AI5595  PACS        -  This is a Primary Airport Control Station.
 AI5595  DESIGNATION -  OQU A
 AI5595  PID         -  AI5595
 AI5595  STATE/COUNTY-  RI/WASHINGTON
 AI5595  USGS QUAD   -  WICKFORD (1995)
 AI5595
 AI5595                         *CURRENT SURVEY CONTROL
 AI5595  ___________________________________________________________________
 AI5595* NAD 83(1996)-  41 35 50.58277(N)    071 24 33.12965(W)     ADJUSTED  
 AI5595* NAVD 88     -         2.62   (meters)       8.6    (feet)  GPS OBS   
 AI5595  ___________________________________________________________________
 AI5595  X           -   1,522,872.516 (meters)                     COMP
 AI5595  Y           -  -4,527,529.545 (meters)                     COMP
 AI5595  Z           -   4,212,248.664 (meters)                     COMP
 AI5595  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 AI5595  ELLIP HEIGHT-         -27.33  (meters)          (06/04/02) GPS OBS
 AI5595  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AI5595
 AI5595  HORZ ORDER  -  B
 AI5595  ELLP ORDER  -  FOURTH    CLASS I
 AI5595
 AI5595.This mark is at Quonset State Airport (OQU)
 AI5595
 AI5595.The horizontal coordinates were established by GPS observations
 AI5595.and adjusted by the National Geodetic Survey in May 2000..
 AI5595
 AI5595.The orthometric height was determined by GPS observations and a
 AI5595.high-resolution geoid model.
 AI5595
 AI5595.GPS derived orthometric heights for airport stations designated as
 AI5595.PACS or SACS are published to 2 decimal places.  This maintains
 AI5595.centimeter relative accuracy between the PACS and SACS.  It does
 AI5595.not indicate centimeter accuracy relative to other marks which are
 AI5595.part of the NAVD 88 network.
 AI5595
 AI5595.Photographs are available for this station.
 AI5595
 AI5595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5595
 AI5595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5595
 AI5595.The ellipsoidal height was determined by GPS observations
 AI5595.and is referenced to NAD 83.
 AI5595
 AI5595.The geoid height was determined by GEOID03.
 AI5595
 AI5595;                    North         East     Units Scale Factor Converg.
 AI5595;SPC RI       -    57,094.357   107,569.813   MT  0.99999445   +0 03 37.0
 AI5595;SPC RI       -   187,317.07    352,918.63   sFT  0.99999445   +0 03 37.0
 AI5595;UTM  19      - 4,607,879.212   299,215.673   MT  1.00009614   -1 35 59.9
 AI5595
 AI5595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5595!SPC RI       -   1.00000429  x   0.99999445  =   0.99999874
 AI5595!UTM  19      -   1.00000429  x   1.00009614  =   1.00010043
 AI5595
 AI5595                          SUPERSEDED SURVEY CONTROL
 AI5595
 AI5595.No superseded survey control is available for this station.
 AI5595
 AI5595_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9921607879(NAD 83)
 AI5595_MARKER: DD = SURVEY DISK
 AI5595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5595_STAMPING: OQU A 1999
 AI5595_MARK LOGO: NOS   
 AI5595_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5595+STABILITY: SURFACE MOTION
 AI5595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5595+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2001
 AI5595
 AI5595  HISTORY     - Date     Condition        Report By
 AI5595  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5595  HISTORY     - 20011121 GOOD             NGS
 AI5595
 AI5595                          STATION DESCRIPTION
 AI5595
 AI5595'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5595'THE STATION IS LOCATED APPROXIMATELY 16.0 MI (25.7 KM) SOUTH OF
 AI5595'PROVIDENCE, 8.8 MI (14.2 KM) NORTHWEST OF NEWPORT, 9.9 MI (15.9 KM)
 AI5595'SOUTHEAST OF WEST WARWICK, AND IS AT THE QUONSET STATE AIRPORT.
 AI5595'OWNERSHIP-- STATE OF RHODE ISLAND, C/O TRACEY SMITH GENERAL AIRPORT
 AI5595'MANAGER, OR KEVIN BUCKLAND AIRPORT OPERASTIONS MANAGER, HAWTHORNE
 AI5595'AVIATION, 210 AIRPORT STREET, NORTH KINGSTOWN RI, 02852.  PHONE NUMBER
 AI5595'(401) 295-5020, FAX NUMBER (401) 294-6967.  CONTACT THE AIRPORT
 AI5595'OPERATIONS MANAGER AT LEAST 24 HOURS PRIOR TO ARRANGE FOR ACCESS.
 AI5595'TO REACH THE STATION FROM THE JUNCTION OF U.S.  ROUTE 1, STATE ROUTE
 AI5595'403, AND ROGER WILLIAMS WAY, PROCEED SOUTHEAST 2.2 MI (3.5 KM) ON
 AI5595'ROGER WILLIAMS WAY TO THE JUNCTION OF AIRPORT STREET ON THE LEFT, TURN
 AI5595'LEFT AND PROCEED NORTHEAST 0.3 MI (0.5 KM) TO THE MAIN GATE DIRECTLY
 AI5595'AHEAD AND THE TERMINAL ON THE LEFT.  PROCEED THROUGH THE GATE AND
 AI5595'NORTHEAST 0.1 MI (0.2 KM) ACROSS THE RAMP, ALONG TAXIWAY ALPHA 2, AND
 AI5595'ACROSS RUNWAY 16-34 TO THE INFIELD NEAR THE WINDSOCK. TURN LEFT AND
 AI5595'PROCEED NORTHWEST APPROXIMATELY 122 M (400.3 FT) TO THE STATION
 AI5595'DIRECTLY AHEAD AND ONLINE WITH THE RUNWAY DISTANCE REMAINING SIGNS FOR
 AI5595'RUNWAY 16-34.
 AI5595'THE STATION IS A STANDARD NOS DISK STAMPED--OQU A 1999-- SET IN THE
 AI5595'TOP OF A 0.4 M (1.3 FT) DIAMETER ROUND CONCRETE MONUMENT 1.4 M (4.6
 AI5595'FT) IN DEPTH, RECESSED 5 CM.  THIS STATION IS DESIGNATED AS THE
 AI5595'PRIMARY AIRPORT CONTROL STATION.  THE STATION IS LOCATED 90.52 M
 AI5595'(296.98 FT) FROM THE WINDSOCK ON A MAGNETIC COMPASS AZIMUTH OF 340
 AI5595'DEGREES, 63.40 M (208.00 FT) FROM THE NORTHWEST CORNER ON A CONCRETE
 AI5595'SHACK ON A MAGNETIC COMPASS AZIMUTH OF 260 DEGREES, 63.1 M (207.0 FT)
 AI5595'FROM THE 3000 FEET (914.4 M) REMAINING SIGN ON A MAGNETIC COMPASS
 AI5595'AZIMUTH OF 70 DEGREES, AND 1.00 M (3.28 FT) FROM THE CARSONITE WITNESS
 AI5595'POST ON A MAGNETIC COMPASS AZIMUTH OF 250 DEGREES.  THIS STATION IS
 AI5595'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 AI5595
 AI5595                          STATION RECOVERY (2001)
 AI5595
 AI5595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 AI5595'RECOVERED AS DESCRIBED. NGS 11-21-2001.
 AI5595'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5596 ***********************************************************************
 AI5596  SACS        -  This is a Secondary Airport Control Station.
 AI5596  DESIGNATION -  OQU B
 AI5596  PID         -  AI5596
 AI5596  STATE/COUNTY-  RI/WASHINGTON
 AI5596  USGS QUAD   -  WICKFORD (1995)
 AI5596
 AI5596                         *CURRENT SURVEY CONTROL
 AI5596  ___________________________________________________________________
 AI5596* NAD 83(1996)-  41 35 25.83196(N)    071 24 33.21887(W)     ADJUSTED  
 AI5596* NAVD 88     -         2.57   (meters)       8.4    (feet)  GPS OBS   
 AI5596  ___________________________________________________________________
 AI5596  X           -   1,523,032.150 (meters)                     COMP
 AI5596  Y           -  -4,528,010.622 (meters)                     COMP
 AI5596  Z           -   4,211,677.555 (meters)                     COMP
 AI5596  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AI5596  ELLIP HEIGHT-         -27.39  (meters)          (06/04/02) GPS OBS
 AI5596  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AI5596
 AI5596  HORZ ORDER  -  FIRST
 AI5596  ELLP ORDER  -  FOURTH    CLASS I
 AI5596
 AI5596.This mark is at Quonset State Airport (OQU)
 AI5596
 AI5596.The horizontal coordinates were established by GPS observations
 AI5596.and adjusted by the National Geodetic Survey in May 2000..
 AI5596
 AI5596.The orthometric height was determined by GPS observations and a
 AI5596.high-resolution geoid model.
 AI5596
 AI5596.GPS derived orthometric heights for airport stations designated as
 AI5596.PACS or SACS are published to 2 decimal places.  This maintains
 AI5596.centimeter relative accuracy between the PACS and SACS.  It does
 AI5596.not indicate centimeter accuracy relative to other marks which are
 AI5596.part of the NAVD 88 network.
 AI5596
 AI5596.Photographs are available for this station.
 AI5596
 AI5596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5596
 AI5596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5596
 AI5596.The ellipsoidal height was determined by GPS observations
 AI5596.and is referenced to NAD 83.
 AI5596
 AI5596.The geoid height was determined by GEOID03.
 AI5596
 AI5596;                    North         East     Units Scale Factor Converg.
 AI5596;SPC RI       -    56,330.760   107,568.550   MT  0.99999445   +0 03 36.9
 AI5596;SPC RI       -   184,811.84    352,914.48   sFT  0.99999445   +0 03 36.9
 AI5596;UTM  19      - 4,607,115.894   299,192.286   MT  1.00009625   -1 35 59.2
 AI5596
 AI5596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5596!SPC RI       -   1.00000430  x   0.99999445  =   0.99999875
 AI5596!UTM  19      -   1.00000430  x   1.00009625  =   1.00010055
 AI5596
 AI5596                          SUPERSEDED SURVEY CONTROL
 AI5596
 AI5596  ELLIP H (05/22/00)  -27.38   (m)                       GP(       ) 4 1
 AI5596
 AI5596.Superseded values are not recommended for survey control.
 AI5596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5596.See file dsdata.txt to determine how the superseded data were derived.
 AI5596
 AI5596_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9919207116(NAD 83)
 AI5596_MARKER: DD = SURVEY DISK
 AI5596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5596_STAMPING: OQU B 1999
 AI5596_MARK LOGO: NOS   
 AI5596_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5596+STABILITY: SURFACE MOTION
 AI5596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5596+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2001
 AI5596
 AI5596  HISTORY     - Date     Condition        Report By
 AI5596  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5596  HISTORY     - 20011121 GOOD             NGS
 AI5596
 AI5596                          STATION DESCRIPTION
 AI5596
 AI5596'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5596'THE STATION IS LOCATED APPROXIMATELY 16.0 MI (25.7 KM) SOUTH OF
 AI5596'PROVIDENCE, 8.8 MI (14.2 KM) NORTHWEST OF NEWPORT, 9.9 MI (15.9 KM)
 AI5596'SOUTHEAST OF WEST WARWICK, AND IS AT THE QUONSET STATE AIRPORT.
 AI5596'OWNERSHIP-- STATE OF RHODE ISLAND, C/O TRACY SMITH GENERAL AIRPORT
 AI5596'MANAGER, C/O KEVIN BUCKLAND AIRPORT OPERATIONS MANAGER, HAWTHORNE
 AI5596'AVIATION, 210 AIRPORT STREET, NORTH KINGSTON RI, 02852.  PHONE NUMBER
 AI5596'(401) 295-5020, FAX NUMBER (401) 294-6967.  CONTACT THE AIRPORT
 AI5596'OPERATIONS AT LEAST 24 HOURS IN ADVANCE TO ARRANGE FOR ACCESS.
 AI5596'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 1, STATE ROUTE 403,
 AI5596'AND ROGER WILLIAMS WAY, PROCEED SOUTHEAST 2.2 MI (3.5 KM) ALONG ROGER
 AI5596'WILLIAMS WAY TO THE JUNCTION OF AIRPORT STREET ON THE LEFT. TURN LEFT
 AI5596'AND PROCEED NORTHEAST 0.3 MI (0.5 KM) ALONG AIRPORT STREET TO THE
 AI5596'TERMINAL ON THE LEFT AND A GATE DIRECTLY AHEAD.  CONTINUE THROUGH THE
 AI5596'GATE AND PROCEED NORTHEAST 0.1 MI (0.2 KM) TO THE JUNCTION OF TWY
 AI5596'ALPHA.  TURN RIGHT AND PROCEED SOUTH 0.35 MI (0.56 KM) ALONG TWY
 AI5596'ALPHA, CROSSING RWY 5-23, UNTIL ONLINE WITH THE THRESHOLD LINE OF RWY
 AI5596'16-34.  TURN LEFT AND PROCEED WEST 0.1 MI (0.2 KM) TO THE STATION
 AI5596'DIRECTLY AHEAD.  THE STATION IS ONLINE WITH THE THRESHOLD LINE FOR RWY
 AI5596'16-34, AND THE CENTER OF THE ATCT.
 AI5596'THE STATION IS LOCATED 58.83 M (193.01 FT) ON AN AZIMUTH OF 335
 AI5596'DEGREES FROM A CARSONITE WITNESS POST SET AT A CHAINLINK FENCE, 62.48
 AI5596'M (204.99 FT) ON AN AZIMUTH OF 142 DEGREES FROM A MONITORING WELL,
 AI5596'33.22 M (108.99 FT) ON AN AZIMUTH OF 335 DEGREES FROM A MONITORING
 AI5596'WELL, AND 21.95 M (72.01 FT) ON AN AZIMUTH OF 82 DEGREES FROM A
 AI5596'MONITORING WELL.  THE STATION IS A STANDARD NOS DISK STAMPED-- OQU B
 AI5596'1999-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER CONCRETE MONUMENT
 AI5596'1.2 M (3.9 FT) IN DEPTH.  THIS STATION IS DESIGNATED AS A SECONDARY
 AI5596'AIRPORT CONTROL STATION.
 AI5596
 AI5596                          STATION RECOVERY (2001)
 AI5596
 AI5596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 AI5596'RECOVERED AS DESCRIBED. NGS 11-21-2001
 AI5596'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5597 ***********************************************************************
 AI5597  SACS        -  This is a Secondary Airport Control Station.
 AI5597  DESIGNATION -  OQU C
 AI5597  PID         -  AI5597
 AI5597  STATE/COUNTY-  RI/WASHINGTON
 AI5597  USGS QUAD   -  WICKFORD (1995)
 AI5597
 AI5597                         *CURRENT SURVEY CONTROL
 AI5597  ___________________________________________________________________
 AI5597* NAD 83(1996)-  41 36 25.99506(N)    071 25 07.76330(W)     ADJUSTED  
 AI5597* NAVD 88     -         4.81   (meters)      15.8    (feet)  GPS OBS   
 AI5597  ___________________________________________________________________
 AI5597  X           -   1,521,881.663 (meters)                     COMP
 AI5597  Y           -  -4,527,099.164 (meters)                     COMP
 AI5597  Z           -   4,213,067.073 (meters)                     COMP
 AI5597  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 AI5597  ELLIP HEIGHT-         -25.14  (meters)          (06/04/02) GPS OBS
 AI5597  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AI5597
 AI5597  HORZ ORDER  -  FIRST
 AI5597  ELLP ORDER  -  FOURTH    CLASS I
 AI5597
 AI5597.This mark is at Quonset State Airport (OQU)
 AI5597
 AI5597.The horizontal coordinates were established by GPS observations
 AI5597.and adjusted by the National Geodetic Survey in May 2000..
 AI5597
 AI5597.The orthometric height was determined by GPS observations and a
 AI5597.high-resolution geoid model.
 AI5597
 AI5597.GPS derived orthometric heights for airport stations designated as
 AI5597.PACS or SACS are published to 2 decimal places.  This maintains
 AI5597.centimeter relative accuracy between the PACS and SACS.  It does
 AI5597.not indicate centimeter accuracy relative to other marks which are
 AI5597.part of the NAVD 88 network.
 AI5597
 AI5597.Photographs are available for this station.
 AI5597
 AI5597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5597
 AI5597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5597
 AI5597.The ellipsoidal height was determined by GPS observations
 AI5597.and is referenced to NAD 83.
 AI5597
 AI5597.The geoid height was determined by GEOID03.
 AI5597
 AI5597;                    North         East     Units Scale Factor Converg.
 AI5597;SPC RI       -    58,186.075   106,766.723   MT  0.99999431   +0 03 14.1
 AI5597;SPC RI       -   190,898.81    350,283.82   sFT  0.99999431   +0 03 14.1
 AI5597;UTM  19      - 4,608,993.857   298,444.474   MT  1.00009995   -1 36 24.1
 AI5597
 AI5597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5597!SPC RI       -   1.00000394  x   0.99999431  =   0.99999825
 AI5597!UTM  19      -   1.00000394  x   1.00009995  =   1.00010389
 AI5597
 AI5597                          SUPERSEDED SURVEY CONTROL
 AI5597
 AI5597.No superseded survey control is available for this station.
 AI5597
 AI5597_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9844408994(NAD 83)
 AI5597_MARKER: DD = SURVEY DISK
 AI5597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5597_STAMPING: OQU C 1999
 AI5597_MARK LOGO: NOS   
 AI5597_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5597+STABILITY: SURFACE MOTION
 AI5597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5597+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2001
 AI5597
 AI5597  HISTORY     - Date     Condition        Report By
 AI5597  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5597  HISTORY     - 20011121 GOOD             NGS
 AI5597
 AI5597                          STATION DESCRIPTION
 AI5597
 AI5597'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5597'THE STATION IS LOCATED APPROXIMATELY 16.0 MI (25.7 KM) SOUTH OF THE
 AI5597'RHODE ISLAND STATE CAPITOL, 8.8 MI (14.2 KM) NORTHWEST OF NEWPORT, AND
 AI5597'9.9 MI (15.9 KM) SOUTHEAST OF WEST WARWICK, AT THE QUONSET STATE
 AI5597'AIRPORT.  OWNERSHIP--STATE OF RHODE ISLAND, TRACEY SMITH GENERAL
 AI5597'AIRPORT MANAGER, C/0 KEVIN BUCKLAND AIRPORT OPERATIONS MANAGER,
 AI5597'HAWTHORNE AVIATION, 240 AIRPORT STREET, NORTH KINGSTOWN RI 02852,
 AI5597'PHONE NUMBER (401) 295-5020, FAX NUMBER (401) 294-6967.
 AI5597'NOTE--PERMISSION MUST BE OBTAINED 24 HOURS BEFORE PROCEEDING AIRSIDE.
 AI5597'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 1, STATE
 AI5597'HIGHWAY 403, AND ROGER WILLIAMS WAY GO SOUTHEAST 2.2 MI (3.5 KM) ON
 AI5597'ROGER WILLIAMS WAY TO AIRPORT STREET ON THE LEFT, TURN LEFT AND GO
 AI5597'NORTHEAST 0.3 MI (0.5 KM) TO THE MAIN AIRPORT GATE DIRECTLY AHEAD AND
 AI5597'THE TERMINAL ON THE LEFT, CONTINUE NORTHEAST THROUGH THE GATE 0.05 MI
 AI5597'(0.08 KM) ON THE RAMP TO TAXIWAY A, TURN LEFT AND GO NORTHWEST 1.1 MI
 AI5597'(1.8 KM) ON TAXIWAY A TO THE AIRSIDE DIRT PERIMETER ROAD, CONTINUE
 AI5597'NORTHWEST, NORTHEAST, AND THEN SOUTHEAST 0.75 MI (1.21 KM) ALONG THE
 AI5597'PERIMETER ROAD TO A METAL POST ON THE LEFT AND A FIRE HYDRANT ON THE
 AI5597'RIGHT, TURN LEFT AND GO WEST APPROXIMATELY 100 M (328.1 FT) TO THE
 AI5597'STATION AHEAD NEAR THE TOP OF BANK.
 AI5597'THE STATION IS LOCATED 91.021 M (298.625 FT) (SLOPE DISTANCE) DUE EAST
 AI5597'OF A WINDSOCK, 106.980 M (350.984 FT) ON AN AZIMUTH OF 278 DEGREES
 AI5597'FROM A FIRE HYDRANT, 67.615 M (221.834 FT) (SLOPE DISTANCE) ON AN
 AI5597'AZIMUTH OF 70 DEGREES FROM A CATCHBASIN BETWEEN AN OLD PAVEMENT STRIP
 AI5597'AND THE BOTTOM OF THE SLOPE, 32.680 M (107.218 FT) ON AN AZIMUTH OF 78
 AI5597'DEGREES FROM A CATCH BASIN, 32.660 M (107.152 FT) ON AN AZIMUTH OF 243
 AI5597'DEGREES FROM MANHOLE NO 39, AND 0.500 M (1.640 FT) ON AN AZIMUTH OF
 AI5597'250 DEGREES FROM A CARSONITE WITNESS POST.  THE STATION IS A BRONZE
 AI5597'NOS SURVEY DISK MARK STAMPED --OQU C 1999-- SET IN THE TOP OF A 0.3 M
 AI5597'(1.0 FT) DIAMETER 1.2 M (3.9 FT) DEEP CONCRETE POST RECESSED 4 CM
 AI5597'BELOW GROUND.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AI5597'CONTROL STATION.
 AI5597
 AI5597                          STATION RECOVERY (2001)
 AI5597
 AI5597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 AI5597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2391 ***********************************************************************
 LW2391  DESIGNATION -  OUT
 LW2391  PID         -  LW2391
 LW2391  STATE/COUNTY-  RI/NEWPORT
 LW2391  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2391
 LW2391                         *CURRENT SURVEY CONTROL
 LW2391  ___________________________________________________________________
 LW2391* NAD 83(1996)-  41 33 47.76001(N)    071 21 43.64910(W)     ADJUSTED  
 LW2391* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2391  ___________________________________________________________________
 LW2391  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 LW2391  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW2391
 LW2391  HORZ ORDER  -  SECOND
 LW2391
 LW2391.The horizontal coordinates were established by classical geodetic methods
 LW2391.and adjusted by the National Geodetic Survey in August 1998..
 LW2391
 LW2391.The orthometric height was scaled from a topographic map.
 LW2391
 LW2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2391
 LW2391.The geoid height was determined by GEOID03.
 LW2391
 LW2391;                    North         East     Units Scale Factor Converg.
 LW2391;SPC RI       -    53,310.322   111,500.774   MT  0.99999538   +0 05 29.3
 LW2391;SPC RI       -   174,902.28    365,815.46   sFT  0.99999538   +0 05 29.3
 LW2391;UTM  19      - 4,603,982.553   303,035.738   MT  1.00007744   -1 34 03.5
 LW2391
 LW2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2391!SPC RI       -   1.00000474  x   0.99999538  =   1.00000012
 LW2391!UTM  19      -   1.00000474  x   1.00007744  =   1.00008218
 LW2391
 LW2391:                Primary Azimuth Mark                     Grid Az
 LW2391:SPC RI       -  DYER ISLAND                              068 00 36.9
 LW2391:UTM  19      -  DYER ISLAND                              069 40 09.7
 LW2391
 LW2391|---------------------------------------------------------------------|
 LW2391| PID    Reference Object                     Distance      Geod. Az  |
 LW2391|                                                           dddmmss.s |
 LW2391| LW2421 DYER ISLAND                         APPROX. 5.7 KM 0680606.2 |
 LW2391| LW2385 WATER TOWER C                       APPROX. 6.9 KM 1012607.4 |
 LW2391| LW2387 TRIAL COURSE R RNG POLE N END        77.850 METERS 26743     |
 LW2391| CB7955 OUT RM                               34.670 METERS 28931     |
 LW2391|---------------------------------------------------------------------|
 LW2391
 LW2391                          SUPERSEDED SURVEY CONTROL
 LW2391
 LW2391  NAD 83(1996)-  41 33 47.75949(N)    071 21 43.64869(W) AD(       ) 2
 LW2391  NAD 83(1992)-  41 33 47.75845(N)    071 21 43.64833(W) AD(       ) 2
 LW2391  NAD 83(1992)-  41 33 47.75792(N)    071 21 43.64804(W) AD(       ) 2
 LW2391  NAD 83(1986)-  41 33 47.75808(N)    071 21 43.64643(W) AD(       ) 2
 LW2391  NAD 27      -  41 33 47.39100(N)    071 21 45.45900(W) AD(       ) 2
 LW2391
 LW2391.Superseded values are not recommended for survey control.
 LW2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2391.See file dsdata.txt to determine how the superseded data were derived.
 LW2391
 LW2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0303603983(NAD 83)
 LW2391_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2391_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW2391_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW2391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2391
 LW2391  HISTORY     - Date     Condition        Report By
 LW2391  HISTORY     - 1915     MONUMENTED       CGS
 LW2391  HISTORY     - 1955     SEE DESCRIPTION  USN
 LW2391  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2391
 LW2391                          STATION DESCRIPTION
 LW2391
 LW2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2391'STATION IS ON THE E SHORE OF CONANICUT ISLAND ABOUT 1/2 MILE FROM
 LW2391'ITS NE END, 330 FEET S OF CONANICUT PARK WHARF, AND 30 FEET BACK
 LW2391'FROM HIGH WATER.  THIS STATION IS THE FRONT RANGE OF THE N END OF
 LW2391'THE SPEED-TRIAL COURSE, AND IS MARKED BY A STANDARD BRONZE DISK
 LW2391'SET IN CONCRETE IN THE TOP OF A TILE AS DESCRIBED IN NOTE 6A.  A
 LW2391'REFERENCE MARK, A STANDARD BRONZE DISK SET IN CONCRETE IN TOP
 LW2391'OF A TILE AS DESCRIBED IN NOTE 13A, IS 34.67 METERS (113.75 FEET)
 LW2391'NW BY W FROM THE STATION, IN THE MIDDLE OF A FIELD AND 1 FOOT
 LW2391'SEAWARD FROM A LARGE, OUTCROPPING ROCK.
 LW2391
 LW2391                          STATION RECOVERY (1955)
 LW2391
 LW2391'RECOVERY NOTE BY US NAVY 1955 (PH)
 LW2391'LETTER OF ENS. P. HERTELENDY, U.S.C. AND G.S., HOLBROOK, MASS. DATED
 LW2391'SEPT. 27, 1955--
 LW2391'
 LW2391'THE STATION AND A REFERENCE MARK FOR THE STATION ARE REPORTED LOST
 LW2391'BY THE PUBLIC WORKS DEPARTMENT OF THE NAVAL STATION AT NEWPORT,
 LW2391'RHODE ISLAND.
 LW2391'
 LW2391'THE MARKS WERE WASHED OUT BY RECENT HURRICANES IN THE AREA.
 LW2391
 LW2391                          STATION RECOVERY (1956)
 LW2391
 LW2391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2391'THE STATION IS LOST.  A LOCAL RESIDENT SAYS THAT THE MARK HAS BEEN
 LW2391'WASHED OUT IN A RECENT STORM.  THE REFERENCE MARK WAS RECOVERED BUT
 LW2391'THE TOP OF THE PIPE HAS BEEN BROKEN OFF AND THE DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2390 ***********************************************************************
 LW2390  DESIGNATION -  OUT 2
 LW2390  PID         -  LW2390
 LW2390  STATE/COUNTY-  RI/NEWPORT
 LW2390  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2390
 LW2390                         *CURRENT SURVEY CONTROL
 LW2390  ___________________________________________________________________
 LW2390* NAD 83(1996)-  41 33 48.14710(N)    071 21 45.09381(W)     ADJUSTED  
 LW2390* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2390  ___________________________________________________________________
 LW2390  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 LW2390  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW2390
 LW2390  HORZ ORDER  -  THIRD
 LW2390
 LW2390.The horizontal coordinates were established by classical geodetic methods
 LW2390.and adjusted by the National Geodetic Survey in August 1998..
 LW2390.No horizontal observational check was made to the station.
 LW2390
 LW2390.The orthometric height was scaled from a topographic map.
 LW2390
 LW2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2390
 LW2390.The geoid height was determined by GEOID03.
 LW2390
 LW2390;                    North         East     Units Scale Factor Converg.
 LW2390;SPC RI       -    53,322.211   111,467.280   MT  0.99999537   +0 05 28.3
 LW2390;SPC RI       -   174,941.29    365,705.57   sFT  0.99999537   +0 05 28.3
 LW2390;UTM  19      - 4,603,995.408   303,002.600   MT  1.00007760   -1 34 04.5
 LW2390
 LW2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2390!SPC RI       -   1.00000474  x   0.99999537  =   1.00000011
 LW2390!UTM  19      -   1.00000474  x   1.00007760  =   1.00008234
 LW2390
 LW2390|---------------------------------------------------------------------|
 LW2390| PID    Reference Object                     Distance      Geod. Az  |
 LW2390|                                                           dddmmss.s |
 LW2390| CB7956 OUT 2 RM 1                           28.169 METERS 03531     |
 LW2390| LW2421 DYER ISLAND                         APPROX. 5.8 KM 0682008.4 |
 LW2390| CB7957 OUT 2 RM 2                           49.471 METERS 29136     |
 LW2390|---------------------------------------------------------------------|
 LW2390
 LW2390                          SUPERSEDED SURVEY CONTROL
 LW2390
 LW2390  NAD 83(1996)-  41 33 48.14659(N)    071 21 45.09339(W) AD(       ) 3
 LW2390  NAD 83(1992)-  41 33 48.14555(N)    071 21 45.09303(W) AD(       ) 3
 LW2390  NAD 83(1992)-  41 33 48.14501(N)    071 21 45.09274(W) AD(       ) 3
 LW2390  NAD 83(1986)-  41 33 48.14523(N)    071 21 45.09109(W) AD(       ) 3
 LW2390  NAD 27      -  41 33 47.77800(N)    071 21 46.89800(W) AD(       ) 3
 LW2390
 LW2390.Superseded values are not recommended for survey control.
 LW2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2390.See file dsdata.txt to determine how the superseded data were derived.
 LW2390
 LW2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0300303995(NAD 83)
 LW2390_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2390_SETTING: 80 = SET IN A BOULDER
 LW2390_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2390+STABILITY: SURFACE MOTION
 LW2390
 LW2390  HISTORY     - Date     Condition        Report By
 LW2390  HISTORY     - 1956     MONUMENTED       CGS
 LW2390  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LW2390
 LW2390                          STATION DESCRIPTION
 LW2390
 LW2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (MTP)
 LW2390'THE STATION IS LOCATED IN A CLEARING ON THE EAST SIDE OF
 LW2390'CONANICUT ISLAND ABOUT ONE MILE SOUTH FROM THE NORTHERN TIP OF THE
 LW2390'ISLAND.
 LW2390'
 LW2390'TO REACH FROM THE EAST END OF THE JAMESTOWN BRIDGE GO EAST ON STATE
 LW2390'HIGHWAY 138 1.35 MILES TO A T-INTERSECTION WHERE STATE HIGHWAY
 LW2390'138 TURNS SOUTH, TURN LEFT GO NORTH ALONG PAVED ROAD 2.6 MILES TO A
 LW2390'TWO STORY GREY HOUSE ON LEFT, AND A YELLOW MAIL BOX AND GRAVEL
 LW2390'DRIVE LEADING EAST, TURN RIGHT GO EAST 0.05 MILE TO A GRASS DRIVE
 LW2390'LEADING SOUTH, TURN RIGHT GO SOUTH ABOUT 50 YARDS TO A SMALL
 LW2390'WHITE HOUSE ON THE LEFT AND THE STATION IN THE FIELD TO THE
 LW2390'SOUTHEAST.
 LW2390'
 LW2390'THE STATION IS 50 YARDS EAST OF THE GRASS DRIVEWAY, 99 FEET WEST
 LW2390'OF THE HIGH WATER LINE, AND 60 FEET NORTH OF A GRASS WALK LEADING
 LW2390'WEST FROM THE BEACH.  THE MARK IS A STANDARD DISK CEMENTED IN A
 LW2390'DRILL HOLE IN A FIVE FOOT DIAMETER BOULDER THAT PROJECTS 3 FEET
 LW2390'ABOVE THE GROUND.  THE DISK IS STAMPED OUT 2 1956.
 LW2390'
 LW2390'REFERENCE MARK NO. 1 IS 24 FEET WEST OF THE HIGH WATER LINE
 LW2390'AND 12 FEET WEST OF A FRONT RANGE BEACON.  THE MARK IS A STANDARD
 LW2390'DISK SET IN A CONCRETE FILLED SECTION OF ORANGEBURG PIPE THAT
 LW2390'PROJECTS 8 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED OUT 2
 LW2390'NO 1 1956.
 LW2390'
 LW2390'REFERENCE MARK NO. 2 IS 46 FEET SOUTH SOUTHWEST OF THE
 LW2390'SOUTHWEST CORNER OF A SMALL WHITE HOUSE, 33 FEET EAST OF THE
 LW2390'CENTER OF THE GRASS DRIVEWAY LEADING SOUTH, AND 5 FEET EAST OF
 LW2390'A REAR RANGE BEACON.  THE MARK IS A STANDARD DISK SET IN A
 LW2390'CONCRETE FILLED SECTION OF ORANGEBURG PIPE THAT PROJECTS 8
 LW2390'INCHES ABOVE THE GROUND.  THE DISK IS STAMPED OUT 2 NO 2 1956.
 LW2390'
 LW2390'HEIGHT OF TARGET ABOVE STATION MARK 3.0 METERS.
 LW2390
 LW2390                          STATION RECOVERY (1964)
 LW2390
 LW2390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 LW2390'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 LW2390'IS ADEQUATE AND COMPLETE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3141 ***********************************************************************
 LW3141  DESIGNATION -  OUTER RED LIGHT
 LW3141  PID         -  LW3141
 LW3141  STATE/COUNTY-  RI/WASHINGTON
 LW3141  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3141
 LW3141                         *CURRENT SURVEY CONTROL
 LW3141  ___________________________________________________________________
 LW3141* NAD 83(1996)-  41 10 30.97431(N)    071 33 20.29688(W)     ADJUSTED  
 LW3141* NAVD 88     -                                                        
 LW3141  ___________________________________________________________________
 LW3141  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 LW3141  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW3141
 LW3141  HORZ ORDER  -  THIRD
 LW3141
 LW3141.The horizontal coordinates were established by classical geodetic methods
 LW3141.and adjusted by the National Geodetic Survey in August 1998..
 LW3141
 LW3141
 LW3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3141
 LW3141.The geoid height was determined by GEOID03.
 LW3141
 LW3141;                    North         East     Units Scale Factor Converg.
 LW3141;SPC RI       -    10,211.656    95,331.336   MT  0.99999402   -0 02 11.9
 LW3141;SPC RI       -    33,502.74    312,766.22   sFT  0.99999402   -0 02 11.9
 LW3141;UTM  19      - 4,561,362.801   285,627.705   MT  1.00016562   -1 40 59.5
 LW3141
 LW3141                          SUPERSEDED SURVEY CONTROL
 LW3141
 LW3141  NAD 83(1996)-  41 10 30.97248(N)    071 33 20.29556(W) AD(       ) 4
 LW3141  NAD 83(1992)-  41 10 30.97240(N)    071 33 20.29561(W) AD(       ) 4
 LW3141  NAD 83(1992)-  41 10 30.97134(N)    071 33 20.29621(W) AD(       ) 4
 LW3141  NAD 83(1986)-  41 10 30.97062(N)    071 33 20.29210(W) AD(       ) 4
 LW3141  NAD 27      -  41 10 30.60000(N)    071 33 22.08800(W) AD(       ) 3
 LW3141
 LW3141.Superseded values are not recommended for survey control.
 LW3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3141.See file dsdata.txt to determine how the superseded data were derived.
 LW3141
 LW3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8562861363(NAD 83)
 LW3141_MARKER: 14 = NAVIGATION LIGHT
 LW3141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3141+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 LW3141
 LW3141  HISTORY     - Date     Condition        Report By
 LW3141  HISTORY     - 1912     FIRST OBSERVED   CGS
 LW3141  HISTORY     - 1990     GOOD             USPSQD
 LW3141  HISTORY     - 20030628 GOOD             USPSQD
 LW3141
 LW3141                          STATION DESCRIPTION
 LW3141
 LW3141'DESCRIBED BY US POWER SQUADRON 1990 (RMS)
 LW3141'RECOVERED IN GOOD CONDITION.
 LW3141
 LW3141                          STATION RECOVERY (2003)
 LW3141
 LW3141'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 LW3141'THIS STATION IS THE RED NAVIGATION AID AT THE END OF THE WEST
 LW3141'BREAKWATER AT THE ENTRANCE TO OLD HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2716 ***********************************************************************
 LW2716  DESIGNATION -  OVER
 LW2716  PID         -  LW2716
 LW2716  STATE/COUNTY-  RI/PROVIDENCE
 LW2716  USGS QUAD   -  PROVIDENCE (1975)
 LW2716
 LW2716                         *CURRENT SURVEY CONTROL
 LW2716  ___________________________________________________________________
 LW2716* NAD 83(1996)-  41 46 26.43035(N)    071 29 13.18495(W)     ADJUSTED  
 LW2716* NAVD 88     -        82.9    (meters)     272.     (feet)  VERTCON   
 LW2716  ___________________________________________________________________
 LW2716  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 LW2716  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW2716
 LW2716  HORZ ORDER  -  FIRST
 LW2716
 LW2716.The horizontal coordinates were established by classical geodetic methods
 LW2716.and adjusted by the National Geodetic Survey in August 1998..
 LW2716
 LW2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2716
 LW2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2716
 LW2716.The geoid height was determined by GEOID03.
 LW2716
 LW2716;                    North         East     Units Scale Factor Converg.
 LW2716;SPC RI       -    76,707.501   101,081.203   MT  0.99999376   +0 00 31.2
 LW2716;SPC RI       -   251,664.53    331,630.58   sFT  0.99999376   +0 00 31.2
 LW2716;UTM  19      - 4,627,674.730   293,298.351   MT  1.00012579   -1 39 26.7
 LW2716
 LW2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2716!SPC RI       -   0.99999166  x   0.99999376  =   0.99998542
 LW2716!UTM  19      -   0.99999166  x   1.00012579  =   1.00011745
 LW2716
 LW2716:                Primary Azimuth Mark                     Grid Az
 LW2716:SPC RI       -  PROVIDENCE RAD STA WPJB FM TWR           021 37 18.3
 LW2716:UTM  19      -  PROVIDENCE RAD STA WPJB FM TWR           023 17 16.2
 LW2716
 LW2716|---------------------------------------------------------------------|
 LW2716| PID    Reference Object                     Distance      Geod. Az  |
 LW2716|                                                           dddmmss.s |
 LW2716| LW2698 PROVIDENCE RAD STA WPJB FM TWR      APPROX. 3.9 KM 0213749.5 |
 LW2716| LW2660 PROVIDENCE HOPE ST HS TOWER         APPROX. 9.8 KM 0460427.2 |
 LW2716| CB7958 OVER RM 1                            14.337 METERS 06141     |
 LW2716| CB7959 OVER RM 2                            15.174 METERS 19116     |
 LW2716| LW2719 OVER 2                               88.553 METERS 23813     |
 LW2716| CB7960 OVER 2 AZ MK                                       3051932.8 |
 LW2716| LW0469 OVER AZ MK                                         3143919.3 |
 LW2716|---------------------------------------------------------------------|
 LW2716
 LW2716                          SUPERSEDED SURVEY CONTROL
 LW2716
 LW2716  NAD 83(1996)-  41 46 26.43005(N)    071 29 13.18470(W) AD(       ) 1
 LW2716  NAD 83(1992)-  41 46 26.42897(N)    071 29 13.18411(W) AD(       ) 1
 LW2716  NAD 83(1992)-  41 46 26.42875(N)    071 29 13.18415(W) AD(       ) 1
 LW2716  NAD 83(1986)-  41 46 26.42842(N)    071 29 13.18406(W) AD(       ) 1
 LW2716  NAD 27      -  41 46 26.06766(N)    071 29 14.96794(W) AD(       ) 1
 LW2716  NGVD 29 (07/19/86)   83.2    (m)          273.     (f) VERT ANG       
 LW2716
 LW2716.Superseded values are not recommended for survey control.
 LW2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2716.See file dsdata.txt to determine how the superseded data were derived.
 LW2716
 LW2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9329827675(NAD 83)
 LW2716_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2716_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2716+STABILITY: SURFACE MOTION
 LW2716
 LW2716  HISTORY     - Date     Condition        Report By
 LW2716  HISTORY     - 1968     MONUMENTED       CGS
 LW2716  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LW2716  HISTORY     - 1987     GOOD             RIGS
 LW2716
 LW2716                          STATION DESCRIPTION
 LW2716
 LW2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2716'THE STATION IS LOCATED ABOUT 1-1/4 MILES SOUTHWEST OF KNIGHTSVILLE,
 LW2716'1/4 MILE NORTHEAST OF INTERSTATE HIGHWAY 295 AND ON PROPERTY OF
 LW2716'RHODE ISLAND STATE PUBLIC WORKS DEPARTMENT.
 LW2716'
 LW2716'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 295
 LW2716'AND STATE HIGHWAY 12, ABOUT 1-1/2 MILES WEST OF KNIGHTSVILLE,
 LW2716'GO SOUTHERLY ON I-295 FOR 0.85 MILE TO A POWERLINE CROSSING
 LW2716'AND A DIM TRACK ROAD FOLLOWING THE POWERLINE UP A HILL.  TURN
 LW2716'LEFT AND GO EASTERLY ON THE DIM TRACK ROAD FOR 0.15 MILE TO THE
 LW2716'STATION ON THE RIGHT AS DESCRIBED.
 LW2716'
 LW2716'STATION MARK, STAMPED OVER 1968 IS A STANDARD DISK SET IN A
 LW2716'ROUND CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 LW2716'SURFACE.  IT IS 51 FEET SOUTH OF POWER POLE NUMBER 0202, 18
 LW2716'FEET NORTHEAST OF A TWIN TRUNK OAK TREE, 14.5 FEET SOUTHWEST
 LW2716'OF A 10-INCH OAK TREE WITH A TRIANGLE BLAZED ON THE NORTHWEST
 LW2716'SIDE AND 6.5 FEET WEST OF A METAL WITNESS POST.
 LW2716'
 LW2716'RM 1, STAMPED OVER NO 1 1968 IS A STANDARD DISK SET IN A DRILL
 LW2716'HOLE IN A 2 X 4 FOOT BOULDER WHICH PROJECTS 1-1/2 FEET.  IT IS
 LW2716'45 FEET SOUTHEAST OF POWER POLE NUMBER 0202, 31.5 FEET NORTHEAST
 LW2716'OF THE 10-INCH TRIANGLE BLAZED OAK TREE AND 4 FEET NORTH OF A
 LW2716'METAL WITNESS POST.
 LW2716'
 LW2716'RM 2, STAMPED OVER NO 2 1968 IS A STANDARD DISK SET IN A DRILL HOLE
 LW2716'IN A 2 X 3 FOOT BOULDER WHICH PROJECTS 6 INCHES.  IT IS 100 FEET
 LW2716'SOUTH OF POWER POLE NUMBER 0202, 38.5 FEET SOUTHEAST OF THE TWIN
 LW2716'TRUNK OAK TREE AND 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
 LW2716'
 LW2716'AZ MK, STAMPED OVER 1968 IS A STANDARD DISK SET IN A ROUND
 LW2716'CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND SURFACE.  IT
 LW2716'IS 39.5 FEET WEST OF POWER POLE NUMBER 51, 23 FEET NORTH OF THE
 LW2716'CENTER OF STATE HIGHWAY 12 AND 2.2 FEET WEST OF A METAL WITNESS
 LW2716'POST.
 LW2716'
 LW2716'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF INTERSTATE
 LW2716'HIGHWAY 295 AND STATE HIGHWAY 12, GO EASTERLY ON HIGHWAY 12 FOR
 LW2716'0.3 MILE TO THE MARK ON THE LEFT.
 LW2716'
 LW2716'NOTE--WHEN CONSTRUCTION IS COMPLETED ON I-295 THIS DESCRIPTION
 LW2716'MAY HAVE TO BE REVISED.
 LW2716'
 LW2716'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW2716
 LW2716                          STATION RECOVERY (1971)
 LW2716
 LW2716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LW2716'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 LW2716'HOWEVER THE STATION MARK AND BOTH REFERENCE MARKS ARE IN THE WAY
 LW2716'OF PROPOSED EXCAVATION FOR FILL MATERIAL, SO A NEW STATION, OVER
 LW2716'2, WAS ESTABLISHED IN THE VICINITY AT THE REQUEST OF THE
 LW2716'LANDOWNER.  THE DISTANCE AND ANGLES TO THE REFERENCE MARKS
 LW2716'CHECKED VERY CLOSELY WITH 1968 OBSERVATIONS.  THE AZIMUTH MARK
 LW2716'WAS LEFT IN PLACE, ALTHOUGH IT IS BLOCKED FROM OVER 2 AT
 LW2716'PRESENT BY TREES.  A NEW AZIMUTH MARK WAS ESTABLISHED FOR
 LW2716'OVER 2.
 LW2716'
 LW2716'NOTE--THE STATION MARK AND BOTH REFERENCE MARKS WERE LEFT IN
 LW2716'PLACE AFTER COMPLETING WORK, IN CASE THE PROPOSED EXCAVATION WORK
 LW2716'SHOULD NOT OCCUR, AND THE LANDOWNER WAS INFORMED BY LETTER THAT HE
 LW2716'IS FREE TO DESTROY THE MARKS WHEN NECESSARY.
 LW2716'
 LW2716'FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR OVER 2.
 LW2716'
 LW2716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2716'1-1/2 MILES SW OF KNIGHTSVILLE.
 LW2716
 LW2716                          STATION RECOVERY (1987)
 LW2716
 LW2716'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2716'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2716'
 LW2716'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2719 ***********************************************************************
 LW2719  DESIGNATION -  OVER 2
 LW2719  PID         -  LW2719
 LW2719  STATE/COUNTY-  RI/PROVIDENCE
 LW2719  USGS QUAD   -  PROVIDENCE (1975)
 LW2719
 LW2719                         *CURRENT SURVEY CONTROL
 LW2719  ___________________________________________________________________
 LW2719* NAD 83(1996)-  41 46 24.91875(N)    071 29 16.44433(W)     ADJUSTED  
 LW2719* NAVD 88     -        79.946  (meters)     262.29   (feet)  ADJUSTED  
 LW2719  ___________________________________________________________________
 LW2719  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 LW2719  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW2719  DYNAMIC HT  -          79.920 (meters)     262.20  (feet)  COMP
 LW2719  MODELED GRAV-     980,293.5   (mgal)                       NAVD 88
 LW2719
 LW2719  HORZ ORDER  -  SECOND
 LW2719  VERT ORDER  -  SECOND    CLASS II
 LW2719
 LW2719.The horizontal coordinates were established by classical geodetic methods
 LW2719.and adjusted by the National Geodetic Survey in August 1998..
 LW2719.No horizontal observational check was made to the station.
 LW2719
 LW2719.The orthometric height was determined by differential leveling
 LW2719.and adjusted by the National Geodetic Survey in June 1991..
 LW2719
 LW2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2719
 LW2719.The geoid height was determined by GEOID03.
 LW2719
 LW2719.The dynamic height is computed by dividing the NAVD 88
 LW2719.geopotential number by the normal gravity value computed on the
 LW2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW2719.degrees latitude (g = 980.6199 gals.).
 LW2719
 LW2719.The modeled gravity was interpolated from observed gravity values.
 LW2719
 LW2719;                    North         East     Units Scale Factor Converg.
 LW2719;SPC RI       -    76,660.854   101,005.934   MT  0.99999376   +0 00 29.0
 LW2719;SPC RI       -   251,511.49    331,383.64   sFT  0.99999376   +0 00 29.0
 LW2719;UTM  19      - 4,627,630.285   293,221.747   MT  1.00012618   -1 39 28.8
 LW2719
 LW2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2719!SPC RI       -   0.99999213  x   0.99999376  =   0.99998589
 LW2719!UTM  19      -   0.99999213  x   1.00012618  =   1.00011831
 LW2719
 LW2719|---------------------------------------------------------------------|
 LW2719| PID    Reference Object                     Distance      Geod. Az  |
 LW2719|                                                           dddmmss.s |
 LW2719| LW2716 OVER                                 88.553 METERS 05813     |
 LW2719| LW2534 CRANSTON MED CTR PASTEUR BLDG       APPROX. 3.9 KM 1480850.3 |
 LW2719| LW2542 CRANSTON RI MEDICAL CTR TANK        APPROX. 3.6 KM 1485724.4 |
 LW2719| CB7960 OVER 2 AZ MK                                       3081125.4 |
 LW2719| CB7962 OVER 2 RM 4                          12.213 METERS 31246     |
 LW2719| CB7961 OVER 2 RM 3                           6.701 METERS 35910     |
 LW2719|---------------------------------------------------------------------|
 LW2719
 LW2719                          SUPERSEDED SURVEY CONTROL
 LW2719
 LW2719  NAD 83(1996)-  41 46 24.91845(N)    071 29 16.44409(W) AD(       ) 2
 LW2719  NAD 83(1992)-  41 46 24.91737(N)    071 29 16.44349(W) AD(       ) 2
 LW2719  NAD 83(1992)-  41 46 24.91715(N)    071 29 16.44353(W) AD(       ) 2
 LW2719  NAD 83(1986)-  41 46 24.91676(N)    071 29 16.44357(W) AD(       ) 2
 LW2719  NAD 27      -  41 46 24.55605(N)    071 29 18.22735(W) AD(       ) 2
 LW2719  NGVD 29 (12/24/91)   80.20   (m)          263.1    (f) LEVELING    3  
 LW2719
 LW2719.Superseded values are not recommended for survey control.
 LW2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2719.See file dsdata.txt to determine how the superseded data were derived.
 LW2719
 LW2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9322227630(NAD 83)
 LW2719_MARKER: DS = TRIANGULATION STATION DISK
 LW2719_SETTING: 80 = SET IN A BOULDER
 LW2719_SP_SET: BOULDER
 LW2719_STAMPING: OVER 2 1971
 LW2719_MARK LOGO: NGS   
 LW2719_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2719+STABILITY: SURFACE MOTION
 LW2719
 LW2719  HISTORY     - Date     Condition        Report By
 LW2719  HISTORY     - 1971     MONUMENTED       NGS
 LW2719  HISTORY     - 1987     GOOD             RIGS
 LW2719  HISTORY     - 1987     GOOD             RIGS
 LW2719  HISTORY     - 1987     GOOD             RIGS
 LW2719
 LW2719                          STATION DESCRIPTION
 LW2719
 LW2719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LW2719'STATION IS LOCATED ALONG NORTHEAST SIDE OF U.S. HIGHWAY 295, UP
 LW2719'ON A HIGH CUTBANK, WHERE A 3-POLE HIGH-TENSION LINE SPANS THE
 LW2719'HIGHWAY.  IT IS ABOUT 3/4-MILE SOUTH OF STATE HIGHWAY 12
 LW2719'OVERPASS ACROSS U.S. 295 AND ABOUT 265 YARDS SOUTH OF THE
 LW2719'PROVIDENCE WATER SUPPLY SIPHON (A SMALL RED BRICK BUILDING INSIDE
 LW2719'A WIRE-MESH FENCE).
 LW2719'
 LW2719'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY 51
 LW2719'(PHENIX AVE.) AND STATE HIGHWAY 12 (SCITUATE AVE.), AT WEST EDGE
 LW2719'OF CRANSTON, GO WEST ON STATE HIGHWAY 12 FOR 0.7 MILE TO LOCKED
 LW2719'WIRE-MESH GATE ON LEFT.  (KEY WAS OBTAINED AT THE WATER SUPPLY
 LW2719'OFFICE ON ACADEMY AVE. IN PROVIDENCE).  PASS THROUGH GATE AND
 LW2719'FOLLOW MACADAM DRIVE FOR 0.35 MILE.  PASS THROUGH A LOCKED GATE,
 LW2719'INTO A LANE, AND GO RIGHT ON TRACK ROAD FOR 0.15 MILE TO TOP OF
 LW2719'HILL AND STATION, AT THE 3 POWER OLES.
 LW2719'
 LW2719'STATION MARK IS A STANDARD DISK STAMPED OVER 2 1971, CEMENTED IN
 LW2719'A DRILL HOLE IN THE TOP OF A POINTED, 2-FOOT BOULDER PROJECTING 1
 LW2719'FOOT FROM GROUND.  2 FEET NORTHEAST OF RIGHT-OF-WAY FENCE AND 13
 LW2719'FEET SOUTH OF POWER POLE NO. 0206, WHICH IS THE SOUTH ONE OF THE
 LW2719'3.
 LW2719'
 LW2719'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED OVER 2 NO
 LW2719'3 1971, CEMENTED IN A DRILL HOLE IN A 2-FOOT ROCK OUTCROP PROJECTING
 LW2719'2 INCHES FROM GROUND, ALONG NORTHEAST SIDE OF OLD TRACK ROAD, 18
 LW2719'FEET NORTHEAST OF POWER POLE NO. 0206 AND 14 INCHES LOWER THAN
 LW2719'STATION MARK.
 LW2719'
 LW2719'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED OVER 2
 LW2719'NO 4 1971, CEMENTED IN A DRILL HOLE IN THE 8-INCH EXPOSED TOP OF
 LW2719'A BOULDER PROJECTING 2 INCHES FROM GROUND, 5-1/2 FEET WEST OF POWER
 LW2719'POLE NO. 0204, 7 FEET NORTHEAST OF THE FENCE AND 3-1/2 FEET LOWER
 LW2719'THAN STATION MARK.
 LW2719'
 LW2719'AZIMUTH MARK IS A STANDARD DISK STAMPED OVER 2 1971, CEMENTED IN
 LW2719'A DRILL HOLE IN A LARGE, 6 X 12-FOOT BOULDER PROJECTING 2 FEET
 LW2719'FROM GROUND.  IT IS UP ON A LONG CUTBANK ALONG WEST SIDE OF
 LW2719'U.S. HIGHWAY 295, AT SOUTH END OF MAPLE GROVE, 17 FEET WEST OF
 LW2719'THE RIGHT-OF-WAY FENCE, 78 FEET EAST OF CENTER LINE OF MACADAM
 LW2719'DRIVEWAY, AND CROSS THE DRIVE FROM THE SOUTH ONE OF A ROW OF 3
 LW2719'HOUSES.  TO REACH FROM OVERPASS WHERE STATE HIGHWAY 12 CROSSES
 LW2719'U.S. 295, GO WEST ON HIGHWAY 12 FOR 0.05 MILE.  GO RIGHT ON
 LW2719'MACADAM DRIVE FOR 0.2 MILE TO AZIMUTH MARK ON RIGHT.
 LW2719'
 LW2719'NOTE--THE AZIMUTH MARK FOR OVER 1968 IS BLOCKED FROM OVER 2 AT
 LW2719'PRESENT BY TREES.  IT IS 0.3 MILE EAST ON STATE HIGHWAY 12 FROM
 LW2719'THE ABOVE-MENTIONED OVERPASS.
 LW2719
 LW2719                          STATION RECOVERY (1987)
 LW2719
 LW2719'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2719'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2719'
 LW2719'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2719
 LW2719                          STATION RECOVERY (1987)
 LW2719
 LW2719'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2719'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2719'
 LW2719'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2719
 LW2719                          STATION RECOVERY (1987)
 LW2719
 LW2719'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW2719'4.6 KM (2.75 MI) SW FROM KNIGHTSVILLE.
 LW2719'THE STATION IS LOCATED ABOUT 4.6 KM (2.75 MI) SOUTHWEST OF
 LW2719'KNIGHTSVILLE ON THE NORTHEAST SIDE OF I-295 WHERE A THREE POLE HIGH
 LW2719'TENSION LINE SPANS THE HIGHWAY.  IT IS ABOUT .75 SOUTH OF THE STATE
 LW2719'HIGHWAY 12 OVERPASS OVER I-295, AND ABOUT 265 YARDS SOUTH OF A SMALL
 LW2719'RED BRICK BUILDING.  OWNERSHIP--PROVIDENCE WATER SUPPLY.  TO REACH
 LW2719'THE STATION FROM THE POINT WHERE INTERSTATE HIGHWAY 295 PASSES UNDER
 LW2719'THE STATE HIGHWAY 51 (PHENIX AVE) BRIDGE, GO NORTH FOR .75 KM (.45
 LW2719'MI) ON I 295 TO THE STATION ON THE RIGHT NEAR THE TOP OF A HIGH
 LW2719'OUTBANK, AND AT THE END OF A TRACK ROAD LEADING SOUTH FROM THE
 LW2719'HIGHWAY TO THE POWER LINES.  THE STATION IS A STANDARD NGS DISK SET
 LW2719'INTO THE TOP OF A TWO BOULDER PROJECTING ONE FT ABOVE GROUND.
 LW2719'LOCATED 4.0 METERS (13.0 FT) SOUTH FROM A POWER POLE 0206 WHICH IS
 LW2719'THE SOUTH OF THREE, .6 METERS (2.0 FT) NORTHEAST FROM A RIGHT OF WAY
 LW2719'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0469 ***********************************************************************
 LW0469  DESIGNATION -  OVER AZ MK
 LW0469  PID         -  LW0469
 LW0469  STATE/COUNTY-  RI/PROVIDENCE
 LW0469  USGS QUAD   -  PROVIDENCE (1975)
 LW0469
 LW0469                         *CURRENT SURVEY CONTROL
 LW0469  ___________________________________________________________________
 LW0469* NAD 83(1986)-  41 46 51.     (N)    071 29 47.     (W)     SCALED    
 LW0469* NAVD 88     -        71.570  (meters)     234.81   (feet)  ADJUSTED  
 LW0469  ___________________________________________________________________
 LW0469  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW0469  DYNAMIC HT  -          71.546 (meters)     234.73  (feet)  COMP
 LW0469  MODELED GRAV-     980,292.1   (mgal)                       NAVD 88
 LW0469
 LW0469  VERT ORDER  -  SECOND    CLASS 0
 LW0469
 LW0469.The horizontal coordinates were scaled from a topographic map and have
 LW0469.an estimated accuracy of +/- 6 seconds.
 LW0469
 LW0469.The orthometric height was determined by differential leveling
 LW0469.and adjusted by the National Geodetic Survey in June 1991..
 LW0469
 LW0469.The geoid height was determined by GEOID03.
 LW0469
 LW0469.The dynamic height is computed by dividing the NAVD 88
 LW0469.geopotential number by the normal gravity value computed on the
 LW0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0469.degrees latitude (g = 980.6199 gals.).
 LW0469
 LW0469.The modeled gravity was interpolated from observed gravity values.
 LW0469
 LW0469;                    North         East    Units  Estimated Accuracy
 LW0469;SPC RI       -    77,470.      100,300.      MT  (+/- 180 meters Scaled)
 LW0469
 LW0469                          SUPERSEDED SURVEY CONTROL
 LW0469
 LW0469  NGVD 29 (??/??/92)   71.826  (m)          235.65   (f) ADJ UNCH    2 0
 LW0469
 LW0469.Superseded values are not recommended for survey control.
 LW0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0469.See file dsdata.txt to determine how the superseded data were derived.
 LW0469
 LW0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG925284(NAD 83)
 LW0469_MARKER: DZ = AZIMUTH MARK DISK
 LW0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0469_STAMPING: OVER 1968
 LW0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0469+STABILITY: SURFACE MOTION
 LW0469
 LW0469  HISTORY     - Date     Condition        Report By
 LW0469  HISTORY     - 1968     MONUMENTED       CGS
 LW0469  HISTORY     - 1969     GOOD             NGS
 LW0469
 LW0469                          STATION DESCRIPTION
 LW0469
 LW0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0469'1.4 MI W FROM CRANSTON.
 LW0469'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 12 FROM THE
 LW0469'INTERSECTION OF STATE HIGHWAY 5 AT CRANSTON, ABOUT 0.2 MILE EAST
 LW0469'OF THE STATE HIGHWAY 12 OVERPASS OVER INTERSTATE HIGHWAY 295, 23
 LW0469'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 81 FEET NORTHEAST
 LW0469'OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING SOUTH TO A
 LW0469'LARGE HOUSE, 34 FEET WEST OF THE CENTER OF A MAN-HOLE COVER, 40
 LW0469'FEET WEST OF POWER LINE POLE 51, 2 FEET WEST OF A METAL WITNESS
 LW0469'POST, 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 LW0469'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 LW0469'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2415 ***********************************************************************
 LW2415  DESIGNATION -  OVERLOOK
 LW2415  PID         -  LW2415
 LW2415  STATE/COUNTY-  RI/NEWPORT
 LW2415  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2415
 LW2415                         *CURRENT SURVEY CONTROL
 LW2415  ___________________________________________________________________
 LW2415* NAD 83(1996)-  41 35 04.92045(N)    071 16 42.10344(W)     ADJUSTED  
 LW2415* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 LW2415  ___________________________________________________________________
 LW2415  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 LW2415  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW2415
 LW2415  HORZ ORDER  -  SECOND
 LW2415
 LW2415.The horizontal coordinates were established by classical geodetic methods
 LW2415.and adjusted by the National Geodetic Survey in August 1998..
 LW2415
 LW2415.The orthometric height was scaled from a topographic map.
 LW2415
 LW2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2415
 LW2415.The geoid height was determined by GEOID03.
 LW2415
 LW2415;                    North         East     Units Scale Factor Converg.
 LW2415;SPC RI       -    55,705.360   118,481.676   MT  0.99999795   +0 08 49.6
 LW2415;SPC RI       -   182,760.00    388,718.63   sFT  0.99999795   +0 08 49.6
 LW2415;UTM  19      - 4,606,174.569   310,083.521   MT  1.00004388   -1 30 45.6
 LW2415
 LW2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2415!SPC RI       -   0.99999656  x   0.99999795  =   0.99999451
 LW2415!UTM  19      -   0.99999656  x   1.00004388  =   1.00004044
 LW2415
 LW2415|---------------------------------------------------------------------|
 LW2415| PID    Reference Object                     Distance      Geod. Az  |
 LW2415|                                                           dddmmss.s |
 LW2415| CB7965 OVERLOOK RM 1                        50.412 METERS 01746     |
 LW2415| CB7966 OVERLOOK RM 2                        20.645 METERS 01750     |
 LW2415| LW2384 DRAPER                              APPROX. 5.0 KM 1683225.1 |
 LW2415|---------------------------------------------------------------------|
 LW2415
 LW2415                          SUPERSEDED SURVEY CONTROL
 LW2415
 LW2415  NAD 83(1996)-  41 35 04.92012(N)    071 16 42.10314(W) AD(       ) 2
 LW2415  NAD 83(1992)-  41 35 04.91881(N)    071 16 42.10260(W) AD(       ) 2
 LW2415  NAD 83(1992)-  41 35 04.91833(N)    071 16 42.10233(W) AD(       ) 2
 LW2415  NAD 83(1986)-  41 35 04.91861(N)    071 16 42.10051(W) AD(       ) 2
 LW2415  NAD 27      -  41 35 04.55100(N)    071 16 43.92100(W) AD(       ) 2
 LW2415
 LW2415.Superseded values are not recommended for survey control.
 LW2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2415.See file dsdata.txt to determine how the superseded data were derived.
 LW2415
 LW2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1008406175(NAD 83)
 LW2415_MARKER: Z = SEE DESCRIPTION
 LW2415_SETTING: 0 = UNSPECIFIED SETTING
 LW2415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2415
 LW2415  HISTORY     - Date     Condition        Report By
 LW2415  HISTORY     - 1934     MONUMENTED       CGS
 LW2415  HISTORY     - 1943     SEE DESCRIPTION  CGS
 LW2415  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2415
 LW2415                          STATION DESCRIPTION
 LW2415
 LW2415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2415'STATION IS ON RHODE ISLAND, 2-1/2 MILES SW OF THE VILLAGE OF
 LW2415'PORTSMOUTH, ON THE HILL JUST E OF THE U.S. NAVY FUEL STATION NO. 6.
 LW2415'
 LW2415'STATION IS MARKED BY A STANDARD DISK SET IN A MASS OF CONCRETE
 LW2415'AND STAMPED OVERLOOK 1934.  IT IS 1/2 METER W OF A STONE FENCE.
 LW2415'
 LW2415'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE TOP
 LW2415'OF AN 8-INCH CONCRETE FILLED TILE, PROJECTING 3 INCHES ABOVE THE
 LW2415'GROUND, STAMPED OVERLOOK 1934-NO. 1.  MARK IS 3 METERS S OF THE
 LW2415'GATEWAY AND IS 1-1/2 METERS W OF THE STONE FENCE.  REFERENCE
 LW2415'MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE TOP OF AN 8-INCH
 LW2415'CONCRETE FILLED TILE, PROJECTING 3 INCHES ABOVE THE GOUND,
 LW2415'STAMPED OVERLOOK 1934-NO. 2.  MARK IS 33 METERS S OF THE
 LW2415'GATEWAY AND IS 1.0 METER W OF THE STONE FENCE.
 LW2415'
 LW2415'FROM MAIN W HIGHWAY TO NEWPORT TURN RIGHT ON BLACK TOP ROAD
 LW2415'LEADING TO U.S. NAVY FUEL DEPOT NO. 6.  FOLLOW THIS ROAD 0.5 MILE
 LW2415'TO TOP OF THE HILL.  STATION IS ON THE S OF THE ROAD.  FOLLOW
 LW2415'THE STONE FENCE RUNNING IN A N AND S DIRECTION TO A POINT 55
 LW2415'METERS S OF THE GATEWAY IN THE BACK OF THE FARMYARD.
 LW2415
 LW2415                          STATION RECOVERY (1943)
 LW2415
 LW2415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2415'STATION IS BELIEVED TO BE DESTROYED.  HOWEVER, A THOROUGH
 LW2415'SEARCH WAS NOT MADE.  THE STATION IS ON THE SITE OF UNDERGROUND
 LW2415'NAVY FUEL STORAGE TANKS.
 LW2415
 LW2415                          STATION RECOVERY (1956)
 LW2415
 LW2415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2415'THE STATION IS DESTROYED.  THE WHOLE HILL IS THE SITE OF
 LW2415'UNDERGROUND STORAGE TANKS, AND THE STATION WAS UNDOUBTEDLY
 LW2415'DESTROYED DURING CONSTRUCTION.  NO EVIDENCE OF THE STORM
 LW2415'FENCES REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2517 ***********************************************************************
 LW2517  DESIGNATION -  OWEN WISTER WATER TOWER
 LW2517  PID         -  LW2517
 LW2517  STATE/COUNTY-  RI/WASHINGTON
 LW2517  USGS QUAD   -  WICKFORD (1995)
 LW2517
 LW2517                         *CURRENT SURVEY CONTROL
 LW2517  ___________________________________________________________________
 LW2517* NAD 83(1996)-  41 31 52.48657(N)    071 25 32.81339(W)     ADJUSTED  
 LW2517* NAVD 88     -                                                        
 LW2517  ___________________________________________________________________
 LW2517  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LW2517  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2517
 LW2517  HORZ ORDER  -  THIRD
 LW2517
 LW2517.The horizontal coordinates were established by classical geodetic methods
 LW2517.and adjusted by the National Geodetic Survey in August 1998..
 LW2517
 LW2517
 LW2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2517
 LW2517.The geoid height was determined by GEOID03.
 LW2517
 LW2517;                    North         East     Units Scale Factor Converg.
 LW2517;SPC RI       -    49,747.494   106,193.943   MT  0.99999422   +0 02 57.2
 LW2517;SPC RI       -   163,213.24    348,404.63   sFT  0.99999422   +0 02 57.2
 LW2517;UTM  19      - 4,600,574.494   297,627.488   MT  1.00010402   -1 36 32.1
 LW2517
 LW2517                          SUPERSEDED SURVEY CONTROL
 LW2517
 LW2517  NAD 83(1996)-  41 31 52.48591(N)    071 25 32.81281(W) AD(       ) 4
 LW2517  NAD 83(1992)-  41 31 52.48506(N)    071 25 32.81264(W) AD(       ) 4
 LW2517  NAD 83(1992)-  41 31 52.48444(N)    071 25 32.81250(W) AD(       ) 4
 LW2517  NAD 83(1986)-  41 31 52.48434(N)    071 25 32.81062(W) AD(       ) 4
 LW2517  NAD 27      -  41 31 52.10900(N)    071 25 34.60300(W) AD(       ) 3
 LW2517
 LW2517.Superseded values are not recommended for survey control.
 LW2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2517.See file dsdata.txt to determine how the superseded data were derived.
 LW2517
 LW2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9762700574(NAD 83)
 LW2517
 LW2517  HISTORY     - Date     Condition        Report By
 LW2517  HISTORY     - 1912     MONUMENTED       CGS
 LW2517  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2517  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2517
 LW2517                          STATION DESCRIPTION
 LW2517
 LW2517'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2517'THE FARM IS STILL OWNED BY OWEN WISTER AND THE WATER TOWER IS
 LW2517'THE SAME ONE AND IN THE SAME LOCATION AS IT WAS IN 1913.
 LW2517
 LW2517                          STATION RECOVERY (1956)
 LW2517
 LW2517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2517'STATION DESTROYED.  THE WATER TOWER HAS BEEN DESTROYED WITH NO
 LW2517'TRACE REMAINING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3291 ***********************************************************************
 LW3291  DESIGNATION -  OWENS CUPOLA
 LW3291  PID         -  LW3291
 LW3291  STATE/COUNTY-  RI/WASHINGTON
 LW3291  USGS QUAD   -  WATCH HILL (1984)
 LW3291
 LW3291                         *CURRENT SURVEY CONTROL
 LW3291  ___________________________________________________________________
 LW3291* NAD 83(1996)-  41 20 08.15267(N)    071 49 42.01183(W)     ADJUSTED  
 LW3291* NAVD 88     -                                                        
 LW3291  ___________________________________________________________________
 LW3291  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 LW3291  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW3291
 LW3291  HORZ ORDER  -  THIRD
 LW3291
 LW3291.The horizontal coordinates were established by classical geodetic methods
 LW3291.and adjusted by the National Geodetic Survey in August 1998..
 LW3291
 LW3291
 LW3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3291
 LW3291.The geoid height was determined by GEOID03.
 LW3291
 LW3291;                    North         East     Units Scale Factor Converg.
 LW3291;SPC RI       -    28,067.831    72,516.083   MT  1.00000304   -0 13 00.7
 LW3291;SPC RI       -    92,085.88    237,913.18   sFT  1.00000304   -0 13 00.7
 LW3291;SPC CT       -   208,591.947   381,947.970   MT  0.99998908   +0 36 40.0
 LW3291;SPC CT       -   684,355.41  1,253,107.63   sFT  0.99998908   +0 36 40.0
 LW3291;UTM  19      - 4,579,872.477   263,330.728   MT  1.00028939   -1 52 08.0
 LW3291
 LW3291                          SUPERSEDED SURVEY CONTROL
 LW3291
 LW3291  NAD 83(1992)-  41 20 08.15135(N)    071 49 42.01104(W) AD(       ) 4
 LW3291  NAD 83(1986)-  41 20 08.15046(N)    071 49 42.01336(W) AD(       ) 4
 LW3291  NAD 27      -  41 20 07.79700(N)    071 49 43.76900(W) AD(       ) 3
 LW3291
 LW3291.Superseded values are not recommended for survey control.
 LW3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3291.See file dsdata.txt to determine how the superseded data were derived.
 LW3291
 LW3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6333179872(NAD 83)
 LW3291_MARKER: 86 = CUPOLA
 LW3291
 LW3291  HISTORY     - Date     Condition        Report By
 LW3291  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3291  HISTORY     - 1948     GOOD             CGS
 LW3291  HISTORY     - 1954     GOOD             CGS
 LW3291  HISTORY     - 1988     GOOD             USPSQD
 LW3291
 LW3291                          STATION DESCRIPTION
 LW3291
 LW3291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3291'THE HOUSE OF W.E. OWEN IS ON THE N SIDE OF WATCH HILL ROAD AND ON
 LW3291'RAM POINT.  IT IS E OF THE WATCH HILL ICE PLANT.  THE HOUSE IS
 LW3291'A THREE-STORY STRUCTURE HAVING ITS TOP TWO STORIES SIDE WITH
 LW3291'SHINGLES.  THE CUPOLA IS AT THE SOUTHEASTERLY CORNER OF THE
 LW3291'HOUSE.  IT IS SQUARE WITH A SQUARE PYRAMID TOP THAT EXTENDS
 LW3291'ABOUT 15 FEET ABOVE THE TOP OF THE ROOF OF THE HOUSE.
 LW3291'
 LW3291'THE STATION IS THE APEX OF THE CUPOLA.  HEIGHT ABOUT 50 FEET
 LW3291'ABOVE GROUND.
 LW3291
 LW3291                          STATION RECOVERY (1948)
 LW3291
 LW3291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3291'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE, WITH
 LW3291'THE FOLLOWING EXCEPTION--
 LW3291'
 LW3291'IT IS NOW THE PROPERTY OF MRS. MARTHA BABCOCK HARRIS.
 LW3291
 LW3291                          STATION RECOVERY (1954)
 LW3291
 LW3291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3291'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 LW3291'IS ADEQUATE WITH THE FOLLOWING EXCEPTION--
 LW3291'
 LW3291'HOUSE IS NOW KNOWN AS SHELTER COVE CONVALESCENT HOME.
 LW3291
 LW3291                          STATION RECOVERY (1988)
 LW3291
 LW3291'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW3291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0757 ***********************************************************************
 LW0757  DESIGNATION -  P 1
 LW0757  PID         -  LW0757
 LW0757  STATE/COUNTY-  RI/WASHINGTON
 LW0757  USGS QUAD   -  ASHAWAY (1984)
 LW0757
 LW0757                         *CURRENT SURVEY CONTROL
 LW0757  ___________________________________________________________________
 LW0757* NAD 83(1986)-  41 23 44.     (N)    071 45 32.     (W)     SCALED    
 LW0757* NAVD 88     -        16.957  (meters)      55.63   (feet)  ADJUSTED  
 LW0757  ___________________________________________________________________
 LW0757  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LW0757  DYNAMIC HT  -          16.951 (meters)      55.61  (feet)  COMP
 LW0757  MODELED GRAV-     980,274.0   (mgal)                       NAVD 88
 LW0757
 LW0757  VERT ORDER  -  FIRST     CLASS I
 LW0757
 LW0757.The horizontal coordinates were scaled from a topographic map and have
 LW0757.an estimated accuracy of +/- 6 seconds.
 LW0757
 LW0757.The orthometric height was determined by differential leveling
 LW0757.and adjusted by the National Geodetic Survey in June 1991..
 LW0757
 LW0757.The geoid height was determined by GEOID03.
 LW0757
 LW0757.The dynamic height is computed by dividing the NAVD 88
 LW0757.geopotential number by the normal gravity value computed on the
 LW0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0757.degrees latitude (g = 980.6199 gals.).
 LW0757
 LW0757.The modeled gravity was interpolated from observed gravity values.
 LW0757
 LW0757;                    North         East    Units  Estimated Accuracy
 LW0757;SPC RI       -    34,710.       78,350.      MT  (+/- 180 meters Scaled)
 LW0757
 LW0757                          SUPERSEDED SURVEY CONTROL
 LW0757
 LW0757  NGVD 29 (??/??/92)   17.235  (m)           56.55   (f) ADJ UNCH    1 1
 LW0757
 LW0757.Superseded values are not recommended for survey control.
 LW0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0757.See file dsdata.txt to determine how the superseded data were derived.
 LW0757
 LW0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF693863(NAD 83)
 LW0757_MARKER: DB = BENCH MARK DISK
 LW0757_SETTING: 66 = SET IN ROCK OUTCROP
 LW0757_SP_SET: ROCK CUT
 LW0757_STAMPING: P 1 ELEV 56.571 FT 1923
 LW0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0757+STABILITY: POSITION/ELEVATION WELL
 LW0757
 LW0757  HISTORY     - Date     Condition        Report By
 LW0757  HISTORY     - 1923     MONUMENTED       CGS
 LW0757  HISTORY     - 1965     GOOD             NGS
 LW0757  HISTORY     - 1969     GOOD             NGS
 LW0757  HISTORY     - 1988     GOOD             USPSQD
 LW0757  HISTORY     - 1990     GOOD             USPSQD
 LW0757
 LW0757                          STATION DESCRIPTION
 LW0757
 LW0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0757'0.8 MI SW FROM BRADFORD.
 LW0757'0.75 MILE SOUTHWEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0757'RAILROAD FROM THE STATE HIGHWAY 91 OVERPASS AT BRADFORD, 276
 LW0757'YARDS SOUTHWEST OF THE SOUTHWEST SIDE OF A MASONARY WALL, SET
 LW0757'VERTICALLY IN THE NORTHWEST FACE OF A ROCK CUT, 5.1 FEET
 LW0757'SOUTHEAST OF THE SOUTHEAST RAIL, 43 FEET NORTHEAST OF THE
 LW0757'SOUTHWEST END OF THE CUT AND 2 FEET ABOVE THE LEVEL OF THE
 LW0757'TRACK.
 LW0757
 LW0757                          STATION RECOVERY (1969)
 LW0757
 LW0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0757'RECOVERED IN GOOD CONDITION.
 LW0757
 LW0757                          STATION RECOVERY (1988)
 LW0757
 LW0757'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0757'RECOVERED IN GOOD CONDITION.
 LW0757
 LW0757                          STATION RECOVERY (1990)
 LW0757
 LW0757'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0165 ***********************************************************************
 LW0165  DESIGNATION -  P 16
 LW0165  PID         -  LW0165
 LW0165  STATE/COUNTY-  RI/PROVIDENCE
 LW0165  USGS QUAD   -  PROVIDENCE (1975)
 LW0165
 LW0165                         *CURRENT SURVEY CONTROL
 LW0165  ___________________________________________________________________
 LW0165* NAD 83(1986)-  41 50 32.     (N)    071 24 28.     (W)     SCALED    
 LW0165* NAVD 88     -        12.548  (meters)      41.17   (feet)  ADJUSTED  
 LW0165  ___________________________________________________________________
 LW0165  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW0165  DYNAMIC HT  -          12.544 (meters)      41.15  (feet)  COMP
 LW0165  MODELED GRAV-     980,322.1   (mgal)                       NAVD 88
 LW0165
 LW0165  VERT ORDER  -  FIRST     CLASS II
 LW0165
 LW0165.The horizontal coordinates were scaled from a topographic map and have
 LW0165.an estimated accuracy of +/- 6 seconds.
 LW0165
 LW0165.The orthometric height was determined by differential leveling
 LW0165.and adjusted by the National Geodetic Survey in June 1991..
 LW0165
 LW0165.The geoid height was determined by GEOID03.
 LW0165
 LW0165.The dynamic height is computed by dividing the NAVD 88
 LW0165.geopotential number by the normal gravity value computed on the
 LW0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0165.degrees latitude (g = 980.6199 gals.).
 LW0165
 LW0165.The modeled gravity was interpolated from observed gravity values.
 LW0165
 LW0165;                    North         East    Units  Estimated Accuracy
 LW0165;SPC RI       -    84,290.      107,660.      MT  (+/- 180 meters Scaled)
 LW0165
 LW0165                          SUPERSEDED SURVEY CONTROL
 LW0165
 LW0165  NGVD 29 (??/??/92)   12.793  (m)           41.97   (f) ADJ UNCH    1 2
 LW0165
 LW0165.Superseded values are not recommended for survey control.
 LW0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0165.See file dsdata.txt to determine how the superseded data were derived.
 LW0165
 LW0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG000350(NAD 83)
 LW0165_MARKER: DB = BENCH MARK DISK
 LW0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0165_SP_SET: FOUNDATION
 LW0165_STAMPING: P 16 1965
 LW0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0165
 LW0165  HISTORY     - Date     Condition        Report By
 LW0165  HISTORY     - 1965     MONUMENTED       CGS
 LW0165  HISTORY     - 1984     GOOD             LOCSUR
 LW0165  HISTORY     - 1984     GOOD             LOCSUR
 LW0165
 LW0165                          STATION DESCRIPTION
 LW0165
 LW0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0165'AT PROVIDENCE.
 LW0165'AT PROVIDENCE, AT THE JUNCTION OF NORTH MAIN STREET AND BRANCH
 LW0165'AVENUE, SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST CORNER
 LW0165'OF THE CONCRETE FOUNDATION OF THE BRANCH AVENUE FIRE STATON, 34
 LW0165'FEET WEST OF THE WEST CURB OF BRANCH AVENUE, 10.5 FEET WEST OF
 LW0165'THE NORTHEAST CORNER OF THE BUILDING, 1.6 FEET ABOVE A BLACK TOP
 LW0165'DRIVE ALONG THE NORTH SIDE OF THE BUILDING AND ABOUT 3 FEET BELOW
 LW0165'THE LEVEL OF THE STREET.
 LW0165
 LW0165                          STATION RECOVERY (1984)
 LW0165
 LW0165'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0165'RECOVERED IN GOOD CONDITION.
 LW0165
 LW0165                          STATION RECOVERY (1984)
 LW0165
 LW0165'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0762 ***********************************************************************
 LW0762  DESIGNATION -  P 18
 LW0762  PID         -  LW0762
 LW0762  STATE/COUNTY-  RI/WASHINGTON
 LW0762  USGS QUAD   -  CAROLINA (1970)
 LW0762
 LW0762                         *CURRENT SURVEY CONTROL
 LW0762  ___________________________________________________________________
 LW0762* NAD 83(1986)-  41 25 15.     (N)    071 42 58.     (W)     SCALED    
 LW0762* NAVD 88     -        23.408  (meters)      76.80   (feet)  ADJUSTED  
 LW0762  ___________________________________________________________________
 LW0762  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LW0762  DYNAMIC HT  -          23.400 (meters)      76.77  (feet)  COMP
 LW0762  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 LW0762
 LW0762  VERT ORDER  -  FIRST     CLASS I
 LW0762
 LW0762.The horizontal coordinates were scaled from a topographic map and have
 LW0762.an estimated accuracy of +/- 6 seconds.
 LW0762
 LW0762.The orthometric height was determined by differential leveling
 LW0762.and adjusted by the National Geodetic Survey in June 1991..
 LW0762
 LW0762.The geoid height was determined by GEOID03.
 LW0762
 LW0762.The dynamic height is computed by dividing the NAVD 88
 LW0762.geopotential number by the normal gravity value computed on the
 LW0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0762.degrees latitude (g = 980.6199 gals.).
 LW0762
 LW0762.The modeled gravity was interpolated from observed gravity values.
 LW0762
 LW0762;                    North         East    Units  Estimated Accuracy
 LW0762;SPC RI       -    37,510.       81,930.      MT  (+/- 180 meters Scaled)
 LW0762
 LW0762                          SUPERSEDED SURVEY CONTROL
 LW0762
 LW0762  NGVD 29 (??/??/92)   23.684  (m)           77.70   (f) ADJ UNCH    1 1
 LW0762
 LW0762.Superseded values are not recommended for survey control.
 LW0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0762.See file dsdata.txt to determine how the superseded data were derived.
 LW0762
 LW0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF730890(NAD 83)
 LW0762_MARKER: DB = BENCH MARK DISK
 LW0762_SETTING: 80 = SET IN A BOULDER
 LW0762_SP_SET: BOULDER
 LW0762_STAMPING: P 18 1965
 LW0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0762+STABILITY: SURFACE MOTION
 LW0762
 LW0762  HISTORY     - Date     Condition        Report By
 LW0762  HISTORY     - 1965     MONUMENTED       CGS
 LW0762  HISTORY     - 1969     GOOD             NGS
 LW0762  HISTORY     - 1984     GOOD             USPSQD
 LW0762  HISTORY     - 1988     GOOD             USPSQD
 LW0762  HISTORY     - 1988     GOOD             USPSQD
 LW0762  HISTORY     - 1989     GOOD             USPSQD
 LW0762  HISTORY     - 1990     GOOD             USPSQD
 LW0762
 LW0762                          STATION DESCRIPTION
 LW0762
 LW0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0762'2.8 MI NE FROM BRADFORD.
 LW0762'1.35 MILES NORTHEAST ALONG STATE HIGHWAY 71 FROM THE OVERPASS
 LW0762'OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AT BRADFORD,
 LW0762'THENCE 1.4 MILES NORTHEAST ALONG BURDICKVILLE ROAD, 163 FEET
 LW0762'SOUTHEAST OF THE SOUTHEAST CORNER OF BURDICKVILLE ROAD OVERPASS
 LW0762'OVER THE NY, NH AND H RAILROAD, SET ON THE TOP OF THE NORTHEAST
 LW0762'EDGE OF AN 8-BY-5-FOOT BURIED BOULDER WHICH IS LEVEL WITH THE
 LW0762'GROUND, IN A SMALL PASTURE, 91 FEET SOUTH OF THE CENTER LINE OF
 LW0762'THE BURDICKVILLE ROAD, 74 FEET SOUTH OF A WIRE FENCE, 25 FEET
 LW0762'WEST OF A BOULDER WITH A SHARP POINT ON TOP WHICH PROJECTS ABOUT
 LW0762'2 FEET, 120 FEET SOUTHEAST OF CABLE LINE POLE NO. 3079 AND ABOUT
 LW0762'LEVEL WITH THE ROAD.
 LW0762
 LW0762                          STATION RECOVERY (1969)
 LW0762
 LW0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0762'RECOVERED IN GOOD CONDITION.
 LW0762
 LW0762                          STATION RECOVERY (1984)
 LW0762
 LW0762'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0762'RECOVERED IN GOOD CONDITION.
 LW0762
 LW0762                          STATION RECOVERY (1988)
 LW0762
 LW0762'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0762'RECOVERED IN GOOD CONDITION.
 LW0762
 LW0762                          STATION RECOVERY (1988)
 LW0762
 LW0762'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0762'RECOVERED IN GOOD CONDITION.
 LW0762
 LW0762                          STATION RECOVERY (1989)
 LW0762
 LW0762'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0762'RECOVERED IN GOOD CONDITION.
 LW0762
 LW0762                          STATION RECOVERY (1990)
 LW0762
 LW0762'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1140 ***********************************************************************
 LW1140  DESIGNATION -  P 19
 LW1140  PID         -  LW1140
 LW1140  STATE/COUNTY-  RI/WASHINGTON
 LW1140  USGS QUAD   -  HOPE VALLEY (1975)
 LW1140
 LW1140                         *CURRENT SURVEY CONTROL
 LW1140  ___________________________________________________________________
 LW1140* NAD 83(1986)-  41 30 51.     (N)    071 42 15.     (W)     SCALED    
 LW1140* NAVD 88     -        28.355  (meters)      93.03   (feet)  ADJUSTED  
 LW1140  ___________________________________________________________________
 LW1140  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW1140  DYNAMIC HT  -          28.345 (meters)      93.00  (feet)  COMP
 LW1140  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 LW1140
 LW1140  VERT ORDER  -  SECOND    CLASS 0
 LW1140
 LW1140.The horizontal coordinates were scaled from a topographic map and have
 LW1140.an estimated accuracy of +/- 6 seconds.
 LW1140
 LW1140.The orthometric height was determined by differential leveling
 LW1140.and adjusted by the National Geodetic Survey in June 1991..
 LW1140
 LW1140.The geoid height was determined by GEOID03.
 LW1140
 LW1140.The dynamic height is computed by dividing the NAVD 88
 LW1140.geopotential number by the normal gravity value computed on the
 LW1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1140.degrees latitude (g = 980.6199 gals.).
 LW1140
 LW1140.The modeled gravity was interpolated from observed gravity values.
 LW1140
 LW1140;                    North         East    Units  Estimated Accuracy
 LW1140;SPC RI       -    47,870.       82,960.      MT  (+/- 180 meters Scaled)
 LW1140
 LW1140                          SUPERSEDED SURVEY CONTROL
 LW1140
 LW1140  NGVD 29 (??/??/92)   28.624  (m)           93.91   (f) ADJ UNCH    2 0
 LW1140
 LW1140.Superseded values are not recommended for survey control.
 LW1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1140.See file dsdata.txt to determine how the superseded data were derived.
 LW1140
 LW1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF743993(NAD 83)
 LW1140_MARKER: DB = BENCH MARK DISK
 LW1140_SETTING: 66 = SET IN ROCK OUTCROP
 LW1140_SP_SET: ROCK OUTCROP
 LW1140_STAMPING: P 19 1969
 LW1140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1140+STABILITY: POSITION/ELEVATION WELL
 LW1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1140+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW1140
 LW1140  HISTORY     - Date     Condition        Report By
 LW1140  HISTORY     - 1969     MONUMENTED       CGS
 LW1140  HISTORY     - 1988     GOOD             USPSQD
 LW1140  HISTORY     - 1988     GOOD             USPSQD
 LW1140  HISTORY     - 19901121 GOOD             USPSQD
 LW1140  HISTORY     - 20020706 GOOD             USPS
 LW1140  HISTORY     - 20060703 GOOD             USPSQD
 LW1140
 LW1140                          STATION DESCRIPTION
 LW1140
 LW1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1140'0.4 MI NE FROM HOPE VALLEY.
 LW1140'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 138 FROM THE FIRST
 LW1140'BAPTIST CHURCH AT HOPE VALLEY, ABOUT 54 YARDS EAST OF THE EAST
 LW1140'END OF A 75-FOOT LONG BRIDGE OVER THE WOOD RIVER, AT THE OUTSIDE
 LW1140'OF A LONG CURVE, SET IN THE TOP AND NEAR THE CENTER OF A MASS
 LW1140'OF OUTCROPPING ROCK, 26.4 FEET NORTH OF THE CENTER LINE OF THE
 LW1140'HIGHWAY, 28.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LW1140'CONCRETE BLOCK CHIMNEY LOCATED AT THE SOUTHEAST CORNER OF A ONE
 LW1140'STORY BUILDING, 15 FEET EAST OF POWER LINE POLE NO. 0719 AND
 LW1140'1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1140
 LW1140                          STATION RECOVERY (1988)
 LW1140
 LW1140'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1140'RECOVERED IN GOOD CONDITION.
 LW1140
 LW1140                          STATION RECOVERY (1988)
 LW1140
 LW1140'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1140'RECOVERED IN GOOD CONDITION.
 LW1140
 LW1140                          STATION RECOVERY (1990)
 LW1140
 LW1140'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1140'RECOVERED IN GOOD CONDITION.
 LW1140
 LW1140                          STATION RECOVERY (2002)
 LW1140
 LW1140'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1140'RECOVERED IN GOOD CONDITION.
 LW1140
 LW1140                          STATION RECOVERY (2006)
 LW1140
 LW1140'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0816 ***********************************************************************
 LW0816  DESIGNATION -  P 2
 LW0816  PID         -  LW0816
 LW0816  STATE/COUNTY-  RI/WASHINGTON
 LW0816  USGS QUAD   -  WATCH HILL (1984)
 LW0816
 LW0816                         *CURRENT SURVEY CONTROL
 LW0816  ___________________________________________________________________
 LW0816* NAD 83(1986)-  41 20 14.     (N)    071 47 39.     (W)     SCALED    
 LW0816* NAVD 88     -         8.037  (meters)      26.37   (feet)  ADJUSTED  
 LW0816  ___________________________________________________________________
 LW0816  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW0816  DYNAMIC HT  -           8.034 (meters)      26.36  (feet)  COMP
 LW0816  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW0816
 LW0816  VERT ORDER  -  SECOND    CLASS 0
 LW0816
 LW0816.The horizontal coordinates were scaled from a topographic map and have
 LW0816.an estimated accuracy of +/- 6 seconds.
 LW0816
 LW0816.The orthometric height was determined by differential leveling
 LW0816.and adjusted by the National Geodetic Survey in June 1991..
 LW0816
 LW0816.The geoid height was determined by GEOID03.
 LW0816
 LW0816.The dynamic height is computed by dividing the NAVD 88
 LW0816.geopotential number by the normal gravity value computed on the
 LW0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0816.degrees latitude (g = 980.6199 gals.).
 LW0816
 LW0816.The modeled gravity was interpolated from observed gravity values.
 LW0816
 LW0816;                    North         East    Units  Estimated Accuracy
 LW0816;SPC RI       -    28,240.       75,380.      MT  (+/- 180 meters Scaled)
 LW0816
 LW0816                          SUPERSEDED SURVEY CONTROL
 LW0816
 LW0816  NGVD 29 (??/??/92)    8.326  (m)           27.32   (f) ADJ UNCH    2 0
 LW0816
 LW0816.Superseded values are not recommended for survey control.
 LW0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0816.See file dsdata.txt to determine how the superseded data were derived.
 LW0816
 LW0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF661799(NAD 83)
 LW0816_MARKER: DB = BENCH MARK DISK
 LW0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0816_SP_SET: CULVERT
 LW0816_STAMPING: P 2 1943
 LW0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0816
 LW0816  HISTORY     - Date     Condition        Report By
 LW0816  HISTORY     - 1943     MONUMENTED       CGS
 LW0816  HISTORY     - 1984     GOOD             USPSQD
 LW0816  HISTORY     - 1988     GOOD             USPSQD
 LW0816  HISTORY     - 1989     GOOD             USPSQD
 LW0816  HISTORY     - 1989     GOOD             USPSQD
 LW0816  HISTORY     - 1990     GOOD             USPSQD
 LW0816
 LW0816                          STATION DESCRIPTION
 LW0816
 LW0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0816'4.3 MI NE FROM WATCH HILL.
 LW0816'4.3 MILES NORTHEAST OF WATCH HILL, WASHINGTON COUNTY.  THIS
 LW0816'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.5
 LW0816'MILE NORTHEAST ALONG WESTERLY ROAD, THENCE 1.9 MILES NORTHEAST
 LW0816'ALONG OCEAN VIEW HIGHWAY, AND THENCE 1.9 MILES NORTHEAST ALONG
 LW0816'SHORE ROAD.  IT IS AT A ROAD INTERSECTION, IN THE NORTHEAST
 LW0816'QUARTER OF THE INTERSECTION, 45 FEET EAST OF THE CENTER LINE OF
 LW0816'THE ROAD LEADING NORTH TO WINNAPAUG HILLS GOLF CLUB, 35.4
 LW0816'FEET NORTH OF THE CENTER LINE OF SHORE ROAD, 16 FEET SOUTHEAST
 LW0816'OF THE SOUTHWEST CORNER OF A STONE FENCE, AT A CONCRETE CULVERT,
 LW0816'AND IN THE CENTER OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED
 LW0816'P 2 1943.
 LW0816
 LW0816                          STATION RECOVERY (1984)
 LW0816
 LW0816'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0816'RECOVERED IN GOOD CONDITION.
 LW0816
 LW0816                          STATION RECOVERY (1988)
 LW0816
 LW0816'RECOVERY NOTE BY US POWER SQUADRON 1988 (BAM)
 LW0816'RECOVERED IN GOOD CONDITION.
 LW0816
 LW0816                          STATION RECOVERY (1989)
 LW0816
 LW0816'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0816'RECOVERED IN GOOD CONDITION.
 LW0816
 LW0816                          STATION RECOVERY (1989)
 LW0816
 LW0816'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0816'RECOVERED IN GOOD CONDITION.
 LW0816
 LW0816                          STATION RECOVERY (1990)
 LW0816
 LW0816'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1369 ***********************************************************************
 LW1369  DESIGNATION -  P 20
 LW1369  PID         -  LW1369
 LW1369  STATE/COUNTY-  RI/KENT
 LW1369  USGS QUAD   -  CROMPTON (1995)
 LW1369
 LW1369                         *CURRENT SURVEY CONTROL
 LW1369  ___________________________________________________________________
 LW1369* NAD 83(1986)-  41 39 33.     (N)    071 32 26.     (W)     SCALED    
 LW1369* NAVD 88     -       106.772  (meters)     350.30   (feet)  ADJUSTED  
 LW1369  ___________________________________________________________________
 LW1369  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW1369  DYNAMIC HT  -         106.735 (meters)     350.18  (feet)  COMP
 LW1369  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 LW1369
 LW1369  VERT ORDER  -  SECOND    CLASS 0
 LW1369
 LW1369.The horizontal coordinates were scaled from a topographic map and have
 LW1369.an estimated accuracy of +/- 6 seconds.
 LW1369
 LW1369.The orthometric height was determined by differential leveling
 LW1369.and adjusted by the National Geodetic Survey in June 1991..
 LW1369
 LW1369.The geoid height was determined by GEOID03.
 LW1369
 LW1369.The dynamic height is computed by dividing the NAVD 88
 LW1369.geopotential number by the normal gravity value computed on the
 LW1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1369.degrees latitude (g = 980.6199 gals.).
 LW1369
 LW1369.The modeled gravity was interpolated from observed gravity values.
 LW1369
 LW1369;                    North         East    Units  Estimated Accuracy
 LW1369;SPC RI       -    63,950.       96,620.      MT  (+/- 180 meters Scaled)
 LW1369
 LW1369                          SUPERSEDED SURVEY CONTROL
 LW1369
 LW1369  NGVD 29 (??/??/92)  107.027  (m)          351.14   (f) ADJ UNCH    2 0
 LW1369
 LW1369.Superseded values are not recommended for survey control.
 LW1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1369.See file dsdata.txt to determine how the superseded data were derived.
 LW1369
 LW1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG884150(NAD 83)
 LW1369_MARKER: DB = BENCH MARK DISK
 LW1369_SETTING: 66 = SET IN ROCK OUTCROP
 LW1369_SP_SET: ROCK LEDGE
 LW1369_STAMPING: P 20 1969
 LW1369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1369+STABILITY: POSITION/ELEVATION WELL
 LW1369
 LW1369  HISTORY     - Date     Condition        Report By
 LW1369  HISTORY     - 1969     MONUMENTED       CGS
 LW1369  HISTORY     - 1972     POOR             NGS
 LW1369  HISTORY     - 1987     GOOD             USPSQD
 LW1369  HISTORY     - 1988     GOOD             USPSQD
 LW1369
 LW1369                          STATION DESCRIPTION
 LW1369
 LW1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1369'2.2 MI W FROM WARWICK.
 LW1369'ABOUT 2.2 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE OVERPASS
 LW1369'OVER STATE HIGHWAY 2 AT WARWICK, ABOUT 0.4 MILE EAST OF THE NEW
 LW1369'LONDON TURNPIKE OVERPASS OVER I 95, SET ON THE TOP OF AND NEAR
 LW1369'THE WEST END OF A ROCK LEDGE WHICH IS ABOUT 120 FEET LONG AND
 LW1369'6 FEET HIGH ON THE SOUTH SIDE, 42.9 FEET NORTH OF THE CENTER
 LW1369'LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 14 FEET EAST OF THE
 LW1369'WEST END OF THE ROCK AND 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1369
 LW1369                          STATION RECOVERY (1972)
 LW1369
 LW1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LW1369'MARK RECOVERED IN POOR CONDITION.
 LW1369
 LW1369                          STATION RECOVERY (1987)
 LW1369
 LW1369'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1369'RECOVERED IN GOOD CONDITION.
 LW1369
 LW1369                          STATION RECOVERY (1988)
 LW1369
 LW1369'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1370 ***********************************************************************
 LW1370  DESIGNATION -  P 20 RESET
 LW1370  PID         -  LW1370
 LW1370  STATE/COUNTY-  RI/KENT
 LW1370  USGS QUAD   -  CROMPTON (1995)
 LW1370
 LW1370                         *CURRENT SURVEY CONTROL
 LW1370  ___________________________________________________________________
 LW1370* NAD 83(1986)-  41 39 33.     (N)    071 32 26.     (W)     SCALED    
 LW1370* NAVD 88     -       107.256  (meters)     351.89   (feet)  ADJUSTED  
 LW1370  ___________________________________________________________________
 LW1370  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW1370  DYNAMIC HT  -         107.218 (meters)     351.76  (feet)  COMP
 LW1370  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 LW1370
 LW1370  VERT ORDER  -  SECOND    CLASS II
 LW1370
 LW1370.The horizontal coordinates were scaled from a topographic map and have
 LW1370.an estimated accuracy of +/- 6 seconds.
 LW1370
 LW1370.The orthometric height was determined by differential leveling
 LW1370.and adjusted by the National Geodetic Survey in June 1991..
 LW1370
 LW1370.The geoid height was determined by GEOID03.
 LW1370
 LW1370.The dynamic height is computed by dividing the NAVD 88
 LW1370.geopotential number by the normal gravity value computed on the
 LW1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1370.degrees latitude (g = 980.6199 gals.).
 LW1370
 LW1370.The modeled gravity was interpolated from observed gravity values.
 LW1370
 LW1370;                    North         East    Units  Estimated Accuracy
 LW1370;SPC RI       -    63,950.       96,620.      MT  (+/- 180 meters Scaled)
 LW1370
 LW1370                          SUPERSEDED SURVEY CONTROL
 LW1370
 LW1370.No superseded survey control is available for this station.
 LW1370
 LW1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG884150(NAD 83)
 LW1370_MARKER: DB = BENCH MARK DISK
 LW1370_SETTING: 80 = SET IN A BOULDER
 LW1370_SP_SET: BOULDER
 LW1370_STAMPING: P 20 RESET 1972
 LW1370_MARK LOGO: NGS   
 LW1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1370+STABILITY: SURFACE MOTION
 LW1370
 LW1370  HISTORY     - Date     Condition        Report By
 LW1370  HISTORY     - 1972     MONUMENTED       NGS
 LW1370  HISTORY     - 1984     GOOD             RIGS
 LW1370
 LW1370                          STATION DESCRIPTION
 LW1370
 LW1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LW1370'2.2 MI W FROM WARWICK.
 LW1370'2.2 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE OVERPASS OVER
 LW1370'STATE HIGHWAY 2 AT WARWICK, 167 FEET NORTH OF CENTER LINE OF
 LW1370'HIGHWAY 95 RIGHT-OF-WAY, 117 FEET NORTH OF EDGE OF MACADAM
 LW1370'HIGHWAY SHOULDER STRIP, 27 FEET SOUTH OF EDGE OF LEDGE, 1 FOOT
 LW1370'SOUTH OF A METAL WITNESS SIGN NAILED ONTO A 4-INCH MAPLE, OPPOSITE
 LW1370'HIGHWAY SURVEY STA. 1115 + 70, AND CEMENTED IN A DRILL HOLE IN
 LW1370'THE TOP OF A 2 X 3-FOOT, FLAT BOULDER PROJECTING 6 INCHES FROM
 LW1370'GROUND, IN HEAVILY TIMBERED AREA.
 LW1370
 LW1370                          STATION RECOVERY (1984)
 LW1370
 LW1370'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5621 ***********************************************************************
 LW5621  DESIGNATION -  P 21 RESET
 LW5621  PID         -  LW5621
 LW5621  STATE/COUNTY-  RI/PROVIDENCE
 LW5621  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5621
 LW5621                         *CURRENT SURVEY CONTROL
 LW5621  ___________________________________________________________________
 LW5621* NAD 83(1986)-  41 46 46.     (N)    071 34 10.     (W)     SCALED    
 LW5621* NAVD 88     -        96.57   (meters)     316.8    (feet)  RESET     
 LW5621  ___________________________________________________________________
 LW5621  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW5621
 LW5621  VERT ORDER  -  THIRD
 LW5621
 LW5621.The horizontal coordinates were scaled from a topographic map and have
 LW5621.an estimated accuracy of +/- 6 seconds.
 LW5621
 LW5621.The orthometric height was computed from unverified reset data.
 LW5621.No vertical observational check was made to the station.
 LW5621
 LW5621.The geoid height was determined by GEOID03.
 LW5621
 LW5621;                    North         East    Units  Estimated Accuracy
 LW5621;SPC RI       -    77,310.       94,230.      MT  (+/- 180 meters Scaled)
 LW5621
 LW5621                          SUPERSEDED SURVEY CONTROL
 LW5621
 LW5621  NGVD 29 (11/21/01)   96.82   (m)          317.7    (f) RESET       3  
 LW5621
 LW5621.Superseded values are not recommended for survey control.
 LW5621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5621.See file dsdata.txt to determine how the superseded data were derived.
 LW5621
 LW5621_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG864284(NAD 83)
 LW5621_MARKER: DD = SURVEY DISK
 LW5621_SETTING: 80 = SET IN A BOULDER
 LW5621_SP_SET: BOULDER
 LW5621_STAMPING: P 21 RESET 1986
 LW5621_MARK LOGO: RIGS  
 LW5621_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5621+STABILITY: SURFACE MOTION
 LW5621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW5621+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 LW5621
 LW5621  HISTORY     - Date     Condition        Report By
 LW5621  HISTORY     - 1986     MONUMENTED       RIGS
 LW5621  HISTORY     - 20050215 GOOD             USPSQD
 LW5621
 LW5621                          STATION DESCRIPTION
 LW5621
 LW5621'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5621'TO REACH FROM HOPE, AT THE JUNCTION OF STATE ROUTE 116 AND STATE
 LW5621'ROUTE 115, GO NORTH 5.5 KM (3.40 MI) ALONG STATE ROUTE 116.  THE MARK
 LW5621'IS 27 M (88.6 FT) NORTH OF THE JUNCTION OF ROUTE 116 AND BETTY POND
 LW5621'ROAD.  THE MARK IS 20.42 M (67.0 FT) SOUTHWEST OF THE CENTERLINE OF
 LW5621'ROUTE 116, 11.28 M (37.0 FT) SOUTHWEST OF A FENCE, AND 1.3 M (4.3 FT)
 LW5621'SOUTHWEST FROM A WITNESS POST.  THE MARK IS SET IN THE TOP OF A
 LW5621'BOULDER 1.23 M (4.0 FT) BY 0.93 M (3.1 FT) AND .3 M (1.0 FT) HIGH AND
 LW5621'SURROUNDED BY BOULDERS.
 LW5621
 LW5621                          STATION RECOVERY (2005)
 LW5621
 LW5621'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW5621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0977 ***********************************************************************
 LW0977  DESIGNATION -  P 22
 LW0977  PID         -  LW0977
 LW0977  STATE/COUNTY-  RI/WASHINGTON
 LW0977  USGS QUAD   -  
 LW0977
 LW0977                         *CURRENT SURVEY CONTROL
 LW0977  ___________________________________________________________________
 LW0977* NAD 83(1986)-  41 19 59.     (N)    071 24 59.     (W)     SCALED    
 LW0977* NAVD 88     -        20.292  (meters)      66.57   (feet)  ADJUSTED  
 LW0977  ___________________________________________________________________
 LW0977  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0977  DYNAMIC HT  -          20.285 (meters)      66.55  (feet)  COMP
 LW0977  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LW0977
 LW0977  VERT ORDER  -  SECOND    CLASS 0
 LW0977
 LW0977.The horizontal coordinates were scaled from a topographic map and have
 LW0977.an estimated accuracy of +/- 6 seconds.
 LW0977
 LW0977.The orthometric height was determined by differential leveling
 LW0977.and adjusted by the National Geodetic Survey in June 1991..
 LW0977
 LW0977.The geoid height was determined by GEOID03.
 LW0977
 LW0977.The dynamic height is computed by dividing the NAVD 88
 LW0977.geopotential number by the normal gravity value computed on the
 LW0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0977.degrees latitude (g = 980.6199 gals.).
 LW0977
 LW0977.The modeled gravity was interpolated from observed gravity values.
 LW0977
 LW0977;                    North         East    Units  Estimated Accuracy
 LW0977;SPC RI       -    27,740.      107,000.      MT  (+/- 180 meters Scaled)
 LW0977
 LW0977                          SUPERSEDED SURVEY CONTROL
 LW0977
 LW0977  NGVD 29 (??/??/92)   20.570  (m)           67.49   (f) ADJ UNCH    2 0
 LW0977
 LW0977.Superseded values are not recommended for survey control.
 LW0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0977.See file dsdata.txt to determine how the superseded data were derived.
 LW0977
 LW0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF977785(NAD 83)
 LW0977_STAMPING: P 22 1969
 LW0977_MARK LOGO: CGS   
 LW0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0977+STABILITY: POSITION/ELEVATION WELL
 LW0977
 LW0977  HISTORY     - Date     Condition        Report By
 LW0977  HISTORY     - 1969     FIRST OBSERVED   CGS
 LW0977  HISTORY     - 1985     GOOD             USPSQD
 LW0977  HISTORY     - 19860606 GOOD             RIGS
 LW0977  HISTORY     - 1988     GOOD             USPSQD
 LW0977  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW0977  HISTORY     - 1989     GOOD             USPSQD
 LW0977  HISTORY     - 1990     GOOD             USPSQD
 LW0977  HISTORY     - 19900606 GOOD             RIGS
 LW0977
 LW0977                          STATION DESCRIPTION
 LW0977
 LW0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0977'4.2 MI E FROM CHARLESTON.
 LW0977'ABOUT 4.2 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0977'STATE HIGHWAY 2 AND 112 AT CHARLESTOWN, 0.15 MILE WEST OF THE
 LW0977'JUNCTION OF STATE HIGHWAY 110 LEADING NORTH FROM THE SOUTHBOUND
 LW0977'LANE OF THE HIGHWAY, SET IN THE TOP OF A 5-BY-3-FOOT OUTCROP
 LW0977'WHICH IS FLUSH WITH THE GROUND, 68.4 FEET SOUTH OF THE CENTER
 LW0977'LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 16.8 FEET NORTHWEST
 LW0977'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER WHICH IS AT THE NORTH
 LW0977'END OF A ROCK FENCE, 2.8 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 LW0977'LINE AND ABOUT LEVEL WITH THE HIGHWAY.
 LW0977
 LW0977                          STATION RECOVERY (1985)
 LW0977
 LW0977'RECOVERY NOTE BY US POWER SQUADRON 1985
 LW0977'RECOVERED IN GOOD CONDITION.
 LW0977
 LW0977                          STATION RECOVERY (1986)
 LW0977
 LW0977'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW0977'RECOVERED AS DESCRIBED.
 LW0977
 LW0977                          STATION RECOVERY (1988)
 LW0977
 LW0977'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW0977'RECOVERED IN GOOD CONDITION.
 LW0977
 LW0977                          STATION RECOVERY (1988)
 LW0977
 LW0977'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0977'MARK NOT FOUND.
 LW0977
 LW0977                          STATION RECOVERY (1989)
 LW0977
 LW0977'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0977'RECOVERED IN GOOD CONDITION.
 LW0977
 LW0977                          STATION RECOVERY (1990)
 LW0977
 LW0977'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0977'RECOVERED IN GOOD CONDITION.
 LW0977
 LW0977                          STATION RECOVERY (1990)
 LW0977
 LW0977'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0977'ABOUT 4.2 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LW0977'HIGHWAY 2 AND 112 AT CHARLESTOWN, 0.15 MILE WEST OF THE JUNCTION OF
 LW0977'STATE HIGHWAY 110 LEADING NORTH FROM THE SOUTHBOUND LANE OF THE
 LW0977'HIGHWAY, SET IN THE TOP OF A 5-BY-3-FOOT OUTCROP WHICH IS FLUSH WITH
 LW0977'THE GROUND, 68.4 FEET SOUTH OF THE CENTER LINE OF THE NORTHBOUND LANE
 LW0977'OF THE HIGHWAY, 16.8 FEET NORTHWEST OF A CONCRETE HIGHWAY
 LW0977'RIGHT-OF-WAY MARKER WHICH IS AT THE NORTH END OF A ROCK FENCE, 2.8
 LW0977'FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE AND ABOUT LEVEL WITH THE
 LW0977'HIGHWAY.  IN 1985 THIS POINT WAS REPORTED BY USPSQD AS BEING IN GOOD
 LW0977'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0366 ***********************************************************************
 LW0366  DESIGNATION -  P 23
 LW0366  PID         -  LW0366
 LW0366  STATE/COUNTY-  RI/WASHINGTON
 LW0366  USGS QUAD   -  WICKFORD (1995)
 LW0366
 LW0366                         *CURRENT SURVEY CONTROL
 LW0366  ___________________________________________________________________
 LW0366* NAD 83(1986)-  41 34 01.     (N)    071 29 26.     (W)     SCALED    
 LW0366* NAVD 88     -        31.105  (meters)     102.05   (feet)  ADJUSTED  
 LW0366  ___________________________________________________________________
 LW0366  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW0366  DYNAMIC HT  -          31.095 (meters)     102.02  (feet)  COMP
 LW0366  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 LW0366
 LW0366  VERT ORDER  -  SECOND    CLASS 0
 LW0366
 LW0366.The horizontal coordinates were scaled from a topographic map and have
 LW0366.an estimated accuracy of +/- 6 seconds.
 LW0366
 LW0366.The orthometric height was determined by differential leveling
 LW0366.and adjusted by the National Geodetic Survey in June 1991..
 LW0366
 LW0366.The geoid height was determined by GEOID03.
 LW0366
 LW0366.The dynamic height is computed by dividing the NAVD 88
 LW0366.geopotential number by the normal gravity value computed on the
 LW0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0366.degrees latitude (g = 980.6199 gals.).
 LW0366
 LW0366.The modeled gravity was interpolated from observed gravity values.
 LW0366
 LW0366;                    North         East    Units  Estimated Accuracy
 LW0366;SPC RI       -    53,710.      100,790.      MT  (+/- 180 meters Scaled)
 LW0366
 LW0366                          SUPERSEDED SURVEY CONTROL
 LW0366
 LW0366  NGVD 29 (??/??/92)   31.378  (m)          102.95   (f) ADJ UNCH    2 0
 LW0366
 LW0366.Superseded values are not recommended for survey control.
 LW0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0366.See file dsdata.txt to determine how the superseded data were derived.
 LW0366
 LW0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG923046(NAD 83)
 LW0366_MARKER: DB = BENCH MARK DISK
 LW0366_SETTING: 66 = SET IN ROCK OUTCROP
 LW0366_SP_SET: ROCK OUTCROP
 LW0366_STAMPING: P 23 1969
 LW0366_MARK LOGO: CGS   
 LW0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0366+STABILITY: POSITION/ELEVATION WELL
 LW0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0366+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 LW0366
 LW0366  HISTORY     - Date     Condition        Report By
 LW0366  HISTORY     - 1969     MONUMENTED       CGS
 LW0366  HISTORY     - 1988     GOOD             USPSQD
 LW0366  HISTORY     - 19890310 GOOD             RIGS
 LW0366  HISTORY     - 20051113 GOOD             USPSQD
 LW0366
 LW0366                          STATION DESCRIPTION
 LW0366
 LW0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0366'4.2 MI W FROM WICKFORD.
 LW0366'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0366'STATE HIGHWAY 102 AT WICKFORD, THENCE 2.35 MILES NORTHWEST ALONG
 LW0366'STATE HIGHWAY 4, 0.7 MILE NORTHWEST OF HISTORICAL CEMETERY NO.
 LW0366'25, 0.45 MILE SOUTHEAST OF THE SOUTHEAST END OF THE HIGHWAY
 LW0366'OVERPASS OVER THE PENN CENTRAL RAILROAD, SET IN THE TOP OF A 3
 LW0366'FOOT OUTCROPPING ROCK WHICH IS FLUSH WITH THE GROUND, NEAR THE
 LW0366'SOUTH END OF A SMALL CUT, 41 FEET EAST OF THE CENTER LINE OF THE
 LW0366'NORTHWEST BOUND LANE OF THE HIGHWAY, 79 FEET NORTH OF THE NORTH
 LW0366'END OF THE EAST CONCRETE HEAD WALL FOR AN 18 INCH PIPE CULVERT,
 LW0366'178 FEET NORTHEAST OF THE NORTH END OF A GUARD RAIL, AND ABOUT
 LW0366'LEVEL WITH THE HIGHWAY.
 LW0366
 LW0366                          STATION RECOVERY (1988)
 LW0366
 LW0366'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0366'RECOVERED IN GOOD CONDITION.
 LW0366
 LW0366                          STATION RECOVERY (1989)
 LW0366
 LW0366'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW0366'RECOVERED IN GOOD CONDITION.
 LW0366
 LW0366                          STATION RECOVERY (2005)
 LW0366
 LW0366'RECOVERY NOTE BY US POWER SQUADRON 2005 (TC)
 LW0366'ONLY 18 IN. OF ROCK NOW VISIBLE. ROCK IS BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0531 ***********************************************************************
 LW0531  DESIGNATION -  P 24
 LW0531  PID         -  LW0531
 LW0531  STATE/COUNTY-  RI/PROVIDENCE
 LW0531  USGS QUAD   -  PROVIDENCE (1975)
 LW0531
 LW0531                         *CURRENT SURVEY CONTROL
 LW0531  ___________________________________________________________________
 LW0531* NAD 83(1986)-  41 49 08.     (N)    071 24 04.     (W)     SCALED    
 LW0531* NAVD 88     -        10.696  (meters)      35.09   (feet)  ADJUSTED  
 LW0531  ___________________________________________________________________
 LW0531  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW0531  DYNAMIC HT  -          10.693 (meters)      35.08  (feet)  COMP
 LW0531  MODELED GRAV-     980,319.8   (mgal)                       NAVD 88
 LW0531
 LW0531  VERT ORDER  -  SECOND    CLASS 0
 LW0531
 LW0531.The horizontal coordinates were scaled from a topographic map and have
 LW0531.an estimated accuracy of +/- 6 seconds.
 LW0531
 LW0531.The orthometric height was determined by differential leveling
 LW0531.and adjusted by the National Geodetic Survey in June 1991..
 LW0531
 LW0531.The geoid height was determined by GEOID03.
 LW0531
 LW0531.The dynamic height is computed by dividing the NAVD 88
 LW0531.geopotential number by the normal gravity value computed on the
 LW0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0531.degrees latitude (g = 980.6199 gals.).
 LW0531
 LW0531.The modeled gravity was interpolated from observed gravity values.
 LW0531
 LW0531;                    North         East    Units  Estimated Accuracy
 LW0531;SPC RI       -    81,700.      108,220.      MT  (+/- 180 meters Scaled)
 LW0531
 LW0531                          SUPERSEDED SURVEY CONTROL
 LW0531
 LW0531  NGVD 29 (??/??/92)   10.944  (m)           35.91   (f) ADJ UNCH    2 0
 LW0531
 LW0531.Superseded values are not recommended for survey control.
 LW0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0531.See file dsdata.txt to determine how the superseded data were derived.
 LW0531
 LW0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG005324(NAD 83)
 LW0531_MARKER: DB = BENCH MARK DISK
 LW0531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0531_SP_SET: GUARD RAIL BASE
 LW0531_STAMPING: P 24 1969
 LW0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0531
 LW0531  HISTORY     - Date     Condition        Report By
 LW0531  HISTORY     - 1969     MONUMENTED       CGS
 LW0531
 LW0531                          STATION DESCRIPTION
 LW0531
 LW0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0531'0.6 MI E FROM PROVIDENCE.
 LW0531'ABOUT 0.65 MILE EAST ALONG INTERSTATE HIGHWAY 195 FROM THE JUNCTION
 LW0531'OF INTERSTATE HIGHWAY 95 AT PROVIDENCE, ON THE EAST SIDE OF THE
 LW0531'OVERPASS OVER THE PROVIDENCE RIVER, SET IN THE TOP OF THE WEST
 LW0531'END OF THE NORTH CONCRETE BASE FOR THE NORTH GUARD RAIL FOR THE
 LW0531'APPROACH RAMP FROM WICKENDEN STREET TO THE WEST BOUND LANE OF
 LW0531'I 195, 175 FEET EAST OF THE EAST END OF THE NORTH GUARD RAIL OF THE
 LW0531'I 195 OVERPASS OVER THE PROVIDENCE RIVER AND STREETS, 52 1/2 FEET
 LW0531'EAST OF METAL LIGHT POLE R 27, 1.5 FEET NORTH OF THE NORTH CURB
 LW0531'OF THE RAMP AND 1 FOOT ABOVE THE LEVEL OF THE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1236 ***********************************************************************
 LW1236  DESIGNATION -  P 25
 LW1236  PID         -  LW1236
 LW1236  STATE/COUNTY-  RI/PROVIDENCE
 LW1236  USGS QUAD   -  CHEPACHET (1975)
 LW1236
 LW1236                         *CURRENT SURVEY CONTROL
 LW1236  ___________________________________________________________________
 LW1236* NAD 83(1986)-  41 55 16.     (N)    071 44 43.     (W)     SCALED    
 LW1236* NAVD 88     -       183.144  (meters)     600.86   (feet)  ADJUSTED  
 LW1236  ___________________________________________________________________
 LW1236  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW1236  DYNAMIC HT  -         183.080 (meters)     600.65  (feet)  COMP
 LW1236  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 LW1236
 LW1236  VERT ORDER  -  SECOND    CLASS 0
 LW1236
 LW1236.The horizontal coordinates were scaled from a topographic map and have
 LW1236.an estimated accuracy of +/- 6 seconds.
 LW1236
 LW1236.The orthometric height was determined by differential leveling
 LW1236.and adjusted by the National Geodetic Survey in June 1991..
 LW1236
 LW1236.The geoid height was determined by GEOID03.
 LW1236
 LW1236.The dynamic height is computed by dividing the NAVD 88
 LW1236.geopotential number by the normal gravity value computed on the
 LW1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1236.degrees latitude (g = 980.6199 gals.).
 LW1236
 LW1236.The modeled gravity was interpolated from observed gravity values.
 LW1236
 LW1236;                    North         East    Units  Estimated Accuracy
 LW1236;SPC RI       -    93,080.       79,650.      MT  (+/- 180 meters Scaled)
 LW1236
 LW1236                          SUPERSEDED SURVEY CONTROL
 LW1236
 LW1236  NGVD 29 (??/??/92)  183.383  (m)          601.65   (f) ADJ UNCH    2 0
 LW1236
 LW1236.Superseded values are not recommended for survey control.
 LW1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1236.See file dsdata.txt to determine how the superseded data were derived.
 LW1236
 LW1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG723446(NAD 83)
 LW1236_MARKER: DB = BENCH MARK DISK
 LW1236_SETTING: 80 = SET IN A BOULDER
 LW1236_SP_SET: BOULDER
 LW1236_STAMPING: P 25 1969
 LW1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1236+STABILITY: SURFACE MOTION
 LW1236
 LW1236  HISTORY     - Date     Condition        Report By
 LW1236  HISTORY     - 1969     MONUMENTED       CGS
 LW1236  HISTORY     - 1988     GOOD             USPSQD
 LW1236  HISTORY     - 19900825 GOOD             USPSQD
 LW1236
 LW1236                          STATION DESCRIPTION
 LW1236
 LW1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1236'4 MI W FROM CHEPACHET.
 LW1236'ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1236'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, ABOUT 0.1 MILE
 LW1236'WEST OF THE CENTER OF A CURVE, ON THE EAST SLOPE OF A HILL,
 LW1236'IN A SMALL CLEARING, AT A RELIGIOUS CAMPSITE, SET ON THE TOP
 LW1236'OF A 10-FOOT LONG ROCK WHICH IS 3 1/2 FEET WIDE, 58 FEET
 LW1236'NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY,
 LW1236'37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST ONE OF
 LW1236'TWO LOG CABINS, 2 FEET WEST OF THE HIGHEST POINT OF THE ROCK,
 LW1236'1 1/2 FEET ABOVE THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 LW1236
 LW1236                          STATION RECOVERY (1988)
 LW1236
 LW1236'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1236'RECOVERED IN GOOD CONDITION.
 LW1236
 LW1236                          STATION RECOVERY (1990)
 LW1236
 LW1236'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5620 ***********************************************************************
 LW5620  DESIGNATION -  P 26 RESET
 LW5620  PID         -  LW5620
 LW5620  STATE/COUNTY-  RI/PROVIDENCE
 LW5620  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5620
 LW5620                         *CURRENT SURVEY CONTROL
 LW5620  ___________________________________________________________________
 LW5620* NAD 83(1986)-  41 46 54.     (N)    071 34 26.     (W)     SCALED    
 LW5620* NAVD 88     -       116.52   (meters)     382.3    (feet)  RESET     
 LW5620  ___________________________________________________________________
 LW5620  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW5620
 LW5620  VERT ORDER  -  THIRD
 LW5620
 LW5620.The horizontal coordinates were scaled from a topographic map and have
 LW5620.an estimated accuracy of +/- 6 seconds.
 LW5620
 LW5620.The orthometric height was computed from unverified reset data.
 LW5620.No vertical observational check was made to the station.
 LW5620
 LW5620.The geoid height was determined by GEOID03.
 LW5620
 LW5620;                    North         East    Units  Estimated Accuracy
 LW5620;SPC RI       -    77,560.       93,860.      MT  (+/- 180 meters Scaled)
 LW5620
 LW5620                          SUPERSEDED SURVEY CONTROL
 LW5620
 LW5620  NGVD 29 (11/21/01)  116.77   (m)          383.1    (f) RESET       3  
 LW5620
 LW5620.Superseded values are not recommended for survey control.
 LW5620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5620.See file dsdata.txt to determine how the superseded data were derived.
 LW5620
 LW5620_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG861287(NAD 83)
 LW5620_MARKER: DD = SURVEY DISK
 LW5620_SETTING: 80 = SET IN A BOULDER
 LW5620_SP_SET: BOULDER
 LW5620_STAMPING: P 26 RESET 1986
 LW5620_MARK LOGO: RIGS  
 LW5620_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5620+STABILITY: SURFACE MOTION
 LW5620
 LW5620  HISTORY     - Date     Condition        Report By
 LW5620  HISTORY     - 1986     MONUMENTED       RIGS
 LW5620  HISTORY     - 19991231 GOOD             USPSQD
 LW5620
 LW5620                          STATION DESCRIPTION
 LW5620
 LW5620'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5620'TO REACH FROM HOPE, AT THE JUNCTION OF STATE ROUTE 116 AND STATE
 LW5620'ROUTE 115, GO NORTH 5.9 KM (3.65 MI) ALONG STATE ROUTE 116.  THE MARK
 LW5620'IS 0.4 KM (0.25 MI) NORTHWEST OF THE JUNCTION OF ROUTE 116 AND BETTY
 LW5620'POND ROAD, 44.80 M (147.0 FT) NORTHEAST OF THE CENTERLINE OF ROUTE
 LW5620'116, 8.07 M (26.5 FT) WEST FROM A ROCK FENCE, AND 1.23 M (4.0 FT)
 LW5620'NORTHEAST FROM A WITNESS POST.  THE MARK IS SET IN THE TOP OF A
 LW5620'BOULDER 1.23 M (4.0 FT) BY 0.93 M (3.1 FT) AND .3 M (1.0 FT) ABOVE
 LW5620'THE LEVEL OF THE GROUND AND 6 M (19.7 FT) ABOVE THE HIGHWAY.
 LW5620
 LW5620                          STATION RECOVERY (1999)
 LW5620
 LW5620'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW5620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0221 ***********************************************************************
 LW0221  DESIGNATION -  P 27
 LW0221  PID         -  LW0221
 LW0221  STATE/COUNTY-  RI/NEWPORT
 LW0221  USGS QUAD   -  FALL RIVER (1979)
 LW0221
 LW0221                         *CURRENT SURVEY CONTROL
 LW0221  ___________________________________________________________________
 LW0221* NAD 83(1986)-  41 38 28.     (N)    071 12 16.     (W)     SCALED    
 LW0221* NAVD 88     -        46.827  (meters)     153.63   (feet)  ADJUSTED  
 LW0221  ___________________________________________________________________
 LW0221  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LW0221  DYNAMIC HT  -          46.812 (meters)     153.58  (feet)  COMP
 LW0221  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 LW0221
 LW0221  VERT ORDER  -  SECOND    CLASS 0
 LW0221
 LW0221.The horizontal coordinates were scaled from a topographic map and have
 LW0221.an estimated accuracy of +/- 6 seconds.
 LW0221
 LW0221.The orthometric height was determined by differential leveling
 LW0221.and adjusted by the National Geodetic Survey in June 1991..
 LW0221
 LW0221.The geoid height was determined by GEOID03.
 LW0221
 LW0221.The dynamic height is computed by dividing the NAVD 88
 LW0221.geopotential number by the normal gravity value computed on the
 LW0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0221.degrees latitude (g = 980.6199 gals.).
 LW0221
 LW0221.The modeled gravity was interpolated from observed gravity values.
 LW0221
 LW0221;                    North         East    Units  Estimated Accuracy
 LW0221;SPC RI       -    61,990.      124,620.      MT  (+/- 180 meters Scaled)
 LW0221
 LW0221                          SUPERSEDED SURVEY CONTROL
 LW0221
 LW0221  NGVD 29 (??/??/92)   47.086  (m)          154.48   (f) ADJ UNCH    2 0
 LW0221
 LW0221.Superseded values are not recommended for survey control.
 LW0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0221.See file dsdata.txt to determine how the superseded data were derived.
 LW0221
 LW0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG164122(NAD 83)
 LW0221_MARKER: DB = BENCH MARK DISK
 LW0221_SETTING: 66 = SET IN ROCK OUTCROP
 LW0221_SP_SET: IN A DRILL HOLE IN BEDROCK
 LW0221_STAMPING: P 27 1969
 LW0221_MARK LOGO: CGS   
 LW0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0221+STABILITY: POSITION/ELEVATION WELL
 LW0221
 LW0221  HISTORY     - Date     Condition        Report By
 LW0221  HISTORY     - 1969     MONUMENTED       CGS
 LW0221  HISTORY     - 19870701 GOOD             RIGS
 LW0221  HISTORY     - 20030416 GOOD             USPSQD
 LW0221
 LW0221                          STATION DESCRIPTION
 LW0221
 LW0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0221'AT TIVERTON.
 LW0221'AT TIVERTON, NEAR THE OVERPASS OF STATE HIGHWAY 24, 0.2 MILE
 LW0221'NORTHEAST OF THE EAST END OF THE STATE HIGHWAY 24 BRIDGE OVER THE
 LW0221'SAKONNET RIVER, SET IN THE TOP AND 22 FEET SOUTHWEST OF THE
 LW0221'NORTHEAST END OF A LARGE EXPOSED PART OF BEDROCK BETWEEN STATE
 LW0221'HIGHWAY 24 AND THE APPROACH LANE FROM OLD STATE HIGHWAY 138,
 LW0221'187 FEET EAST OF THE SOUTH END OF THE EAST CONCRETE BANNISTER
 LW0221'OF THE OVERPASS OF OLD STATE HIGHWAY 138 OVER STATE HIGHWAY
 LW0221'24, ABOUT 60 FEET SOUTH OF THE CENTER LINE OF THE NORTHEAST
 LW0221'BOUND LANE OF STATE HIGHWAY 24, 21 FEET NORTH OF THE CENTER
 LW0221'LINE OF THE APPROACH LANE, 5 FEET ABOVE THE APPROACH LANE AND
 LW0221'2 FEET NORTH OF THE SOUTH EDGE OF THE ROCK.
 LW0221
 LW0221                          STATION RECOVERY (1987)
 LW0221
 LW0221'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0221'RECOVERED IN GOOD CONDITION.
 LW0221
 LW0221                          STATION RECOVERY (2003)
 LW0221
 LW0221'RECOVERY NOTE BY US POWER SQUADRON 2003 (TG)
 LW0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0486 ***********************************************************************
 LW0486  DESIGNATION -  P 28
 LW0486  PID         -  LW0486
 LW0486  STATE/COUNTY-  RI/NEWPORT
 LW0486  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0486
 LW0486                         *CURRENT SURVEY CONTROL
 LW0486  ___________________________________________________________________
 LW0486* NAD 83(1986)-  41 30 44.     (N)    071 19 18.     (W)     SCALED    
 LW0486* NAVD 88     -         1.789  (meters)       5.87   (feet)  ADJUSTED  
 LW0486  ___________________________________________________________________
 LW0486  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW0486  DYNAMIC HT  -           1.789 (meters)       5.87  (feet)  COMP
 LW0486  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 LW0486
 LW0486  VERT ORDER  -  SECOND    CLASS 0
 LW0486
 LW0486.The horizontal coordinates were scaled from a topographic map and have
 LW0486.an estimated accuracy of +/- 6 seconds.
 LW0486
 LW0486.The orthometric height was determined by differential leveling
 LW0486.and adjusted by the National Geodetic Survey in June 1991..
 LW0486
 LW0486.The geoid height was determined by GEOID03.
 LW0486
 LW0486.The dynamic height is computed by dividing the NAVD 88
 LW0486.geopotential number by the normal gravity value computed on the
 LW0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0486.degrees latitude (g = 980.6199 gals.).
 LW0486
 LW0486.The modeled gravity was interpolated from observed gravity values.
 LW0486
 LW0486;                    North         East    Units  Estimated Accuracy
 LW0486;SPC RI       -    47,650.      114,890.      MT  (+/- 180 meters Scaled)
 LW0486
 LW0486                          SUPERSEDED SURVEY CONTROL
 LW0486
 LW0486  NGVD 29 (??/??/92)    2.053  (m)            6.74   (f) ADJ UNCH    2 0
 LW0486
 LW0486.Superseded values are not recommended for survey control.
 LW0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0486.See file dsdata.txt to determine how the superseded data were derived.
 LW0486
 LW0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF062982(NAD 83)
 LW0486_MARKER: DB = BENCH MARK DISK
 LW0486_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0486_SP_SET: BRIDGE ABUTMENT
 LW0486_STAMPING: P 28 1969
 LW0486_MARK LOGO: CGS   
 LW0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0486+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2000
 LW0486
 LW0486  HISTORY     - Date     Condition        Report By
 LW0486  HISTORY     - 1969     MONUMENTED       CGS
 LW0486  HISTORY     - 20001107 GOOD             NGS
 LW0486
 LW0486                          STATION DESCRIPTION
 LW0486
 LW0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0486'AT CODDINGTON COVE.
 LW0486'AT CODDINGTON COVE, AT THE U.S. NAVAL BASE, 0.15 MILE SOUTHEAST
 LW0486'ALONG LUCE AVENUE FROM THE EAST SIDE OF THE WAR COLLEGE BUILDING,
 LW0486'THENCE 0.35 MILE NORTH ALONG PERRY ROAD, THENCE 0.2 MILE EAST
 LW0486'ALONG NINTH STREET, SET ON THE TOP AND 3 FEET SOUTH OF THE
 LW0486'NORTH END OF THE EAST LOWER ABUTMENT OF BRIDGE OVER COASTERS
 LW0486'HARBOR, 20 FEET NORTH OF THE CENTER LINE OF NINTH STREET, 62
 LW0486'FEET WEST OF THE CENTER LINE OF AVENUE B AND ABOUT 2 FEET
 LW0486'BELOW THE LEVEL OF NINTH STREET.
 LW0486
 LW0486                          STATION RECOVERY (2000)
 LW0486
 LW0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 LW0486'IN NEWPORT, ON THE COASTERS HARBOR NAVEL RESERVATION, AT THE
 LW0486'INTERSECTION OF WEENACHASETT STREET AND ELLIOT AVENUE, IN TOP OF AND
 LW0486'0.9 M (3.0 FT) SOUTH OF THE NORTH END OF THE LOWER STEP OF THE EAST
 LW0486'CONCRETE ABUTMENT OF THE STREET BRIDGE SPANNING COASTERS HARBOR, 18.3
 LW0486'M (60.0 FT) WEST OF THE AVENUE CENTERLINE, 6.2 M (20.3 FT) NORTH OF
 LW0486'THE STREET CENTERLINE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 LW0486'STREET.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE U.S.  DEPARTMENT
 LW0486'OF THE NAVY, COASTERS HARBOR NAVAL RESERVATION, NEWPORT, RI 02840,
 LW0486'CONTACT JAMES SPRAGUE, TELEPHONE 401-841-4250.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0697 ***********************************************************************
 MY0697  DESIGNATION -  P 29
 MY0697  PID         -  MY0697
 MY0697  STATE/COUNTY-  RI/PROVIDENCE
 MY0697  USGS QUAD   -  FRANKLIN (1979)
 MY0697
 MY0697                         *CURRENT SURVEY CONTROL
 MY0697  ___________________________________________________________________
 MY0697* NAD 83(1986)-  42 00 37.     (N)    071 26 19.     (W)     SCALED    
 MY0697* NAVD 88     -        94.482  (meters)     309.98   (feet)  ADJUSTED  
 MY0697  ___________________________________________________________________
 MY0697  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 MY0697  DYNAMIC HT  -          94.453 (meters)     309.88  (feet)  COMP
 MY0697  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 MY0697
 MY0697  VERT ORDER  -  SECOND    CLASS 0
 MY0697
 MY0697.The horizontal coordinates were scaled from a topographic map and have
 MY0697.an estimated accuracy of +/- 6 seconds.
 MY0697
 MY0697.The orthometric height was determined by differential leveling
 MY0697.and adjusted by the National Geodetic Survey in June 1991..
 MY0697
 MY0697.The geoid height was determined by GEOID03.
 MY0697
 MY0697.The dynamic height is computed by dividing the NAVD 88
 MY0697.geopotential number by the normal gravity value computed on the
 MY0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0697.degrees latitude (g = 980.6199 gals.).
 MY0697
 MY0697.The modeled gravity was interpolated from observed gravity values.
 MY0697
 MY0697;                    North         East    Units  Estimated Accuracy
 MY0697;SPC RI       -   102,950.      105,090.      MT  (+/- 180 meters Scaled)
 MY0697
 MY0697                          SUPERSEDED SURVEY CONTROL
 MY0697
 MY0697  NGVD 29 (??/??/92)   94.718  (m)          310.75   (f) ADJ UNCH    2 0
 MY0697
 MY0697.Superseded values are not recommended for survey control.
 MY0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0697.See file dsdata.txt to determine how the superseded data were derived.
 MY0697
 MY0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG980537(NAD 83)
 MY0697_MARKER: DB = BENCH MARK DISK
 MY0697_SETTING: 66 = SET IN ROCK OUTCROP
 MY0697_SP_SET: ROCK LEDGE
 MY0697_STAMPING: P 29 1969
 MY0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY0697+STABILITY: POSITION/ELEVATION WELL
 MY0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MY0697+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 MY0697
 MY0697  HISTORY     - Date     Condition        Report By
 MY0697  HISTORY     - 1969     MONUMENTED       CGS
 MY0697  HISTORY     - 20050327 GOOD             INDIV
 MY0697
 MY0697                          STATION DESCRIPTION
 MY0697
 MY0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MY0697'3.2 MI E FROM WOONSOCKET.
 MY0697'ABOUT 3.25 MILES EAST ALONG STATE HIGHWAY 114 FROM THE JUNCTION
 MY0697'OF STATE HIGHWAY 126 AT WOONSOCKET, ABOUT 0.4 MILE EAST OF THE
 MY0697'INTERSECTION OF WEST WRENTHAM ROAD, AT THE INSIDE OF A CURVE,
 MY0697'SET IN THE TOP OF A ROCK LEDGE WHICH IS 10 FEET LONG AND 1/2 FOOT
 MY0697'HIGH, 33 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET
 MY0697'SOUTH OF THE SOUTHEAST END OF A LARGE SIGN BOARD (CHEVROLET AND
 MY0697'SIMCA), 1.2 FEET EAST OF A METAL WITNESS POST AND ABOUT LEVEL
 MY0697'WITH THE HIGHWAY.
 MY0697
 MY0697                          STATION RECOVERY (2005)
 MY0697
 MY0697'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DKA)
 MY0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0401 ***********************************************************************
 LW0401  DESIGNATION -  P 30
 LW0401  PID         -  LW0401
 LW0401  STATE/COUNTY-  RI/PROVIDENCE
 LW0401  USGS QUAD   -  PROVIDENCE (1975)
 LW0401
 LW0401                         *CURRENT SURVEY CONTROL
 LW0401  ___________________________________________________________________
 LW0401* NAD 83(1986)-  41 46 10.     (N)    071 28 55.     (W)     SCALED    
 LW0401* NAVD 88     -        38.015  (meters)     124.72   (feet)  ADJUSTED  
 LW0401  ___________________________________________________________________
 LW0401  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW0401  DYNAMIC HT  -          38.002 (meters)     124.68  (feet)  COMP
 LW0401  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 LW0401
 LW0401  VERT ORDER  -  SECOND    CLASS 0
 LW0401
 LW0401.The horizontal coordinates were scaled from a topographic map and have
 LW0401.an estimated accuracy of +/- 6 seconds.
 LW0401
 LW0401.The orthometric height was determined by differential leveling
 LW0401.and adjusted by the National Geodetic Survey in June 1991..
 LW0401
 LW0401.The geoid height was determined by GEOID03.
 LW0401
 LW0401.The dynamic height is computed by dividing the NAVD 88
 LW0401.geopotential number by the normal gravity value computed on the
 LW0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0401.degrees latitude (g = 980.6199 gals.).
 LW0401
 LW0401.The modeled gravity was interpolated from observed gravity values.
 LW0401
 LW0401;                    North         East    Units  Estimated Accuracy
 LW0401;SPC RI       -    76,200.      101,500.      MT  (+/- 180 meters Scaled)
 LW0401
 LW0401                          SUPERSEDED SURVEY CONTROL
 LW0401
 LW0401  NGVD 29 (??/??/92)   38.269  (m)          125.55   (f) ADJ UNCH    2 0
 LW0401
 LW0401.Superseded values are not recommended for survey control.
 LW0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0401.See file dsdata.txt to determine how the superseded data were derived.
 LW0401
 LW0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG937271(NAD 83)
 LW0401_MARKER: DB = BENCH MARK DISK
 LW0401_SETTING: 66 = SET IN ROCK OUTCROP
 LW0401_SP_SET: ROCK LEDGE
 LW0401_STAMPING: P 30 1969
 LW0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0401+STABILITY: POSITION/ELEVATION WELL
 LW0401
 LW0401  HISTORY     - Date     Condition        Report By
 LW0401  HISTORY     - 1969     MONUMENTED       CGS
 LW0401
 LW0401                          STATION DESCRIPTION
 LW0401
 LW0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0401'AT CRANSTON.
 LW0401'AT CRANSTON, ABOUT 0.7 MILE SOUTHWEST ALONG PHENIX AVENUE
 LW0401'(STATE HIGHWAY 51) FROM THE JUNCTION OF STATE HIGHWAY 12, ABOUT
 LW0401'0.2 MILE NORTHEAST OF THE PHENIX AVENUE OVERPASS OVER THE
 LW0401'NORTHBOUND LANE OF INTERSTATE HIGHWAY 295, SET IN THE TOP OF A
 LW0401'ROCK LEDGE WHICH IS ABOUT 0.8 FOOT WIDE AND 1 FOOT HIGH AND
 LW0401'IS AT THE BASE OF A ROCK CUT WHICH IS 200 FEET LONG AND 20 FEET
 LW0401'HIGH AT THE HIGHEST POINT, 45 FEET NORTHEAST OF THE SOUTHWEST
 LW0401'END OF THE ROCK, 37 FEET NORTHWEST OF THE CENTER LINE OF THE
 LW0401'AVENUE, 30 FEET WEST OF POWER LINE POLE 74 AND 1 1/2 FEET
 LW0401'ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0442 ***********************************************************************
 LW0442  DESIGNATION -  P 31
 LW0442  PID         -  LW0442
 LW0442  STATE/COUNTY-  RI/PROVIDENCE
 LW0442  USGS QUAD   -  PROVIDENCE (1975)
 LW0442
 LW0442                         *CURRENT SURVEY CONTROL
 LW0442  ___________________________________________________________________
 LW0442* NAD 83(1986)-  41 49 04.     (N)    071 27 24.     (W)     SCALED    
 LW0442* NAVD 88     -        26.139  (meters)      85.76   (feet)  ADJUSTED  
 LW0442  ___________________________________________________________________
 LW0442  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW0442  DYNAMIC HT  -          26.130 (meters)      85.73  (feet)  COMP
 LW0442  MODELED GRAV-     980,306.4   (mgal)                       NAVD 88
 LW0442
 LW0442  VERT ORDER  -  SECOND    CLASS 0
 LW0442
 LW0442.The horizontal coordinates were scaled from a topographic map and have
 LW0442.an estimated accuracy of +/- 6 seconds.
 LW0442
 LW0442.The orthometric height was determined by differential leveling
 LW0442.and adjusted by the National Geodetic Survey in June 1991..
 LW0442
 LW0442.The geoid height was determined by GEOID03.
 LW0442
 LW0442.The dynamic height is computed by dividing the NAVD 88
 LW0442.geopotential number by the normal gravity value computed on the
 LW0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0442.degrees latitude (g = 980.6199 gals.).
 LW0442
 LW0442.The modeled gravity was interpolated from observed gravity values.
 LW0442
 LW0442;                    North         East    Units  Estimated Accuracy
 LW0442;SPC RI       -    81,570.      103,600.      MT  (+/- 180 meters Scaled)
 LW0442
 LW0442                          SUPERSEDED SURVEY CONTROL
 LW0442
 LW0442  NGVD 29 (??/??/92)   26.389  (m)           86.58   (f) ADJ UNCH    2 0
 LW0442
 LW0442.Superseded values are not recommended for survey control.
 LW0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0442.See file dsdata.txt to determine how the superseded data were derived.
 LW0442
 LW0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG959324(NAD 83)
 LW0442_MARKER: DB = BENCH MARK DISK
 LW0442_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LW0442_SP_SET: WALL
 LW0442_STAMPING: P 31 1969
 LW0442_MARK LOGO: CGS   
 LW0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0442+STABILITY: SURFACE MOTION
 LW0442
 LW0442  HISTORY     - Date     Condition        Report By
 LW0442  HISTORY     - 1969     MONUMENTED       CGS
 LW0442  HISTORY     - 1987     GOOD             RIGS
 LW0442
 LW0442                          STATION DESCRIPTION
 LW0442
 LW0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0442'AT PROVIDENCE.
 LW0442'AT PROVIDENCE, AT THE SOUTH CORNER OF THE JUNCTION OF U.S.
 LW0442'HIGHWAY 6 (HARTFORD AVENUE) AND LONGO STREET, SET IN THE TOP OF
 LW0442'THE GRANITE WALL AT THE NORTHEAST END OF THE STEPS LEADING TO
 LW0442'THE NORTHEAST ONE OF TWO LONGO STREET ENTRANCE TO THE PERRY JR
 LW0442'HIGH SCHOOL (A LARGE 3 STORIED BRICK BUILDING), 186 FEET
 LW0442'SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY, 46 FEET SOUTHEAST
 LW0442'OF THE SOUTHEAST CURB LINE OF LONGO STREET, 36.3 FEET WEST OF THE
 LW0442'NORTH CORNER OF THE SCHOOL BUILDING AND 5 FEET ABOVE THE LEVEL
 LW0442'OF THE HIGHWAY.
 LW0442
 LW0442                          STATION RECOVERY (1987)
 LW0442
 LW0442'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0413 ***********************************************************************
 LW0413  DESIGNATION -  P 32
 LW0413  PID         -  LW0413
 LW0413  STATE/COUNTY-  RI/PROVIDENCE
 LW0413  USGS QUAD   -  PAWTUCKET (1975)
 LW0413
 LW0413                         *CURRENT SURVEY CONTROL
 LW0413  ___________________________________________________________________
 LW0413* NAD 83(1986)-  41 52 30.     (N)    071 29 51.     (W)     SCALED    
 LW0413* NAVD 88     -        39.673  (meters)     130.16   (feet)  ADJUSTED  
 LW0413  ___________________________________________________________________
 LW0413  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW0413  DYNAMIC HT  -          39.661 (meters)     130.12  (feet)  COMP
 LW0413  MODELED GRAV-     980,300.5   (mgal)                       NAVD 88
 LW0413
 LW0413  VERT ORDER  -  SECOND    CLASS 0
 LW0413
 LW0413.The horizontal coordinates were scaled from a topographic map and have
 LW0413.an estimated accuracy of +/- 6 seconds.
 LW0413
 LW0413.The orthometric height was determined by differential leveling
 LW0413.and adjusted by the National Geodetic Survey in June 1991..
 LW0413
 LW0413.The geoid height was determined by GEOID03.
 LW0413
 LW0413.The dynamic height is computed by dividing the NAVD 88
 LW0413.geopotential number by the normal gravity value computed on the
 LW0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0413.degrees latitude (g = 980.6199 gals.).
 LW0413
 LW0413.The modeled gravity was interpolated from observed gravity values.
 LW0413
 LW0413;                    North         East    Units  Estimated Accuracy
 LW0413;SPC RI       -    87,920.      100,210.      MT  (+/- 180 meters Scaled)
 LW0413
 LW0413                          SUPERSEDED SURVEY CONTROL
 LW0413
 LW0413  NGVD 29 (??/??/92)   39.920  (m)          130.97   (f) ADJ UNCH    2 0
 LW0413
 LW0413.Superseded values are not recommended for survey control.
 LW0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0413.See file dsdata.txt to determine how the superseded data were derived.
 LW0413
 LW0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG927389(NAD 83)
 LW0413_MARKER: DB = BENCH MARK DISK
 LW0413_SETTING: 66 = SET IN ROCK OUTCROP
 LW0413_SP_SET: ROCK LEDGE
 LW0413_STAMPING: P 32 1969
 LW0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0413+STABILITY: POSITION/ELEVATION WELL
 LW0413
 LW0413  HISTORY     - Date     Condition        Report By
 LW0413  HISTORY     - 1969     MONUMENTED       CGS
 LW0413
 LW0413                          STATION DESCRIPTION
 LW0413
 LW0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0413'1.1 MI SE FROM GEORGIAVILLE.
 LW0413'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM THE
 LW0413'GEORGIAVILLE BAPTIST CHURCH AT GEORGIAVILLE, AT ESMOND, ABOUT
 LW0413'105 YARDS SOUTHEAST OF THE JUNCTION OF A DRIVE LEADING SOUTHWEST
 LW0413'TO BENNYS OFFICE AT 340 WATERMAN AVENUE, SET IN THE TOP OF A ROCK
 LW0413'LEDGE WHICH IS 4 FEET LONG- 2 FEET WIDE AND 2 1/2 FEET HIGH AND
 LW0413'IS AT THE BASE OF A ROCK BLUFF, 36 FEET NORTHEAST OF THE CENTER
 LW0413'LINE OF THE HIGHWAY, 60 FEET SOUTHEAST OF THE NORTHWEST END
 LW0413'OF THE ROCK BLUFF AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1315 ***********************************************************************
 LW1315  DESIGNATION -  P 33
 LW1315  PID         -  LW1315
 LW1315  STATE/COUNTY-  RI/PROVIDENCE
 LW1315  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1315
 LW1315                         *CURRENT SURVEY CONTROL
 LW1315  ___________________________________________________________________
 LW1315* NAD 83(1986)-  41 53 31.     (N)    071 36 20.     (W)     SCALED    
 LW1315* NAVD 88     -       141.388  (meters)     463.87   (feet)  ADJUSTED  
 LW1315  ___________________________________________________________________
 LW1315  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1315  DYNAMIC HT  -         141.340 (meters)     463.71  (feet)  COMP
 LW1315  MODELED GRAV-     980,282.7   (mgal)                       NAVD 88
 LW1315
 LW1315  VERT ORDER  -  SECOND    CLASS 0
 LW1315
 LW1315.The horizontal coordinates were scaled from a topographic map and have
 LW1315.an estimated accuracy of +/- 6 seconds.
 LW1315
 LW1315.The orthometric height was determined by differential leveling
 LW1315.and adjusted by the National Geodetic Survey in June 1991..
 LW1315
 LW1315.The geoid height was determined by GEOID03.
 LW1315
 LW1315.The dynamic height is computed by dividing the NAVD 88
 LW1315.geopotential number by the normal gravity value computed on the
 LW1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1315.degrees latitude (g = 980.6199 gals.).
 LW1315
 LW1315.The modeled gravity was interpolated from observed gravity values.
 LW1315
 LW1315;                    North         East    Units  Estimated Accuracy
 LW1315;SPC RI       -    89,810.       91,240.      MT  (+/- 180 meters Scaled)
 LW1315
 LW1315                          SUPERSEDED SURVEY CONTROL
 LW1315
 LW1315  NGVD 29 (??/??/92)  141.633  (m)          464.67   (f) ADJ UNCH    2 0
 LW1315
 LW1315.Superseded values are not recommended for survey control.
 LW1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1315.See file dsdata.txt to determine how the superseded data were derived.
 LW1315
 LW1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG838410(NAD 83)
 LW1315_MARKER: DB = BENCH MARK DISK
 LW1315_SETTING: 66 = SET IN ROCK OUTCROP
 LW1315_SP_SET: ROCK LEDGE
 LW1315_STAMPING: P 33 1969
 LW1315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1315+STABILITY: POSITION/ELEVATION WELL
 LW1315
 LW1315  HISTORY     - Date     Condition        Report By
 LW1315  HISTORY     - 1969     MONUMENTED       CGS
 LW1315  HISTORY     - 1988     GOOD             USPSQD
 LW1315
 LW1315                          STATION DESCRIPTION
 LW1315
 LW1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1315'3.6 MI E FROM CHEPACHET.
 LW1315'ABOUT 3.6 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE SOUTH
 LW1315'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, ABOUT 0.6 MILE
 LW1315'SOUTHEAST OF THE JUNCTION OF ABSALONA HILL ROAD LEADING NORTH,
 LW1315'ABOUT 38 YARDS NORTHWEST OF THE STEPS LEADING NORTHEAST UPHILL
 LW1315'TO TOP OF A BANK, SET IN THE TOP OF A FLAT LEDGE OF ROCK WHICH
 LW1315'IS 3 FEET LONG-1 1/2 FEET WIDE AND IS AT THE SOUTHWEST FACE
 LW1315'OF A ROCK CUT WHICH IS ABOUT 100 FEET LONG AND 6 FEET HIGH,
 LW1315'22 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE WESTBOUND LANE
 LW1315'OF THE HIGHWAY AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1315
 LW1315                          STATION RECOVERY (1988)
 LW1315
 LW1315'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0931 ***********************************************************************
 LW0931  DESIGNATION -  P 5 USGS
 LW0931  PID         -  LW0931
 LW0931  STATE/COUNTY-  RI/WASHINGTON
 LW0931  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0931
 LW0931                         *CURRENT SURVEY CONTROL
 LW0931  ___________________________________________________________________
 LW0931* NAD 83(1986)-  41 09 56.     (N)    071 32 59.     (W)     SCALED    
 LW0931* LOCAL TIDAL -        10.182  (meters)      33.41   (feet)  ADJ UNCH  
 LW0931  ___________________________________________________________________
 LW0931  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LW0931
 LW0931  VERT ORDER  -  SECOND    CLASS 0
 LW0931
 LW0931.The horizontal coordinates were scaled from a topographic map and have
 LW0931.an estimated accuracy of +/- 6 seconds.
 LW0931
 LW0931.The orthometric height was key entered from printed documents
 LW0931.and not key verified.
 LW0931
 LW0931.The geoid height was determined by GEOID03.
 LW0931
 LW0931;                    North         East    Units  Estimated Accuracy
 LW0931;SPC RI       -     9,130.       95,830.      MT  (+/- 180 meters Scaled)
 LW0931
 LW0931                          SUPERSEDED SURVEY CONTROL
 LW0931
 LW0931.No superseded survey control is available for this station.
 LW0931
 LW0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF860602(NAD 83)
 LW0931_MARKER: DB = BENCH MARK DISK
 LW0931_SETTING: 80 = SET IN A BOULDER
 LW0931_SP_SET: BOULDER
 LW0931_STAMPING: P 5 1923
 LW0931_MARK LOGO: USGS  
 LW0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0931+STABILITY: SURFACE MOTION
 LW0931
 LW0931  HISTORY     - Date     Condition        Report By
 LW0931  HISTORY     - 1923     MONUMENTED       USGS
 LW0931  HISTORY     - 1943     GOOD             NGS
 LW0931  HISTORY     - 1985     GOOD             NGS
 LW0931
 LW0931                          STATION DESCRIPTION
 LW0931
 LW0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0931'AT BLOCK ISLAND.
 LW0931'ON BLOCK ISLAND, NEWPORT COUNTY, ON THE PAVED ROAD LEADING
 LW0931'SOUTHEAST TO BLOCK ISLAND SOUTHEAST LIGHTHOUSE, AT THE JUNCTION
 LW0931'OF A ROAD LEADING WEST, 20 FEET NORTHEAST OF THE CENTER LINE OF
 LW0931'THE ROAD, AT THE SOUTHEAST END OF A WHITE PANEL GUARDRAIL FENCE
 LW0931'(THE ROAD PARALLELS THE BEACH AT THIS POINT), AND IN THE TOP OF
 LW0931'A BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LW0931'STAMPED P 5 1923.
 LW0931
 LW0931                          STATION RECOVERY (1985)
 LW0931
 LW0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW0931'RECOVERED IN GOOD CONDITION EXCEPT THAT BLOCK ISLAND WAS TRANSFERRED
 LW0931'FROM NEWPORT COUNTY TO WASHINGTON COUNTY IN SEPTEMBER 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0917 ***********************************************************************
 LW0917  DESIGNATION -  P 9
 LW0917  PID         -  LW0917
 LW0917  STATE/COUNTY-  RI/WASHINGTON
 LW0917  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0917
 LW0917                         *CURRENT SURVEY CONTROL
 LW0917  ___________________________________________________________________
 LW0917* NAD 83(1986)-  41 10 06.     (N)    071 36 04.     (W)     SCALED    
 LW0917* LOCAL TIDAL -        39.392  (meters)     129.24   (feet)  ADJ UNCH  
 LW0917  ___________________________________________________________________
 LW0917  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 LW0917
 LW0917  VERT ORDER  -  SECOND    CLASS 0
 LW0917
 LW0917.The horizontal coordinates were scaled from a topographic map and have
 LW0917.an estimated accuracy of +/- 6 seconds.
 LW0917
 LW0917.The orthometric height was key entered from printed documents
 LW0917.and not key verified.
 LW0917
 LW0917.The geoid height was determined by GEOID03.
 LW0917
 LW0917;                    North         East    Units  Estimated Accuracy
 LW0917;SPC RI       -     9,450.       91,520.      MT  (+/- 180 meters Scaled)
 LW0917
 LW0917                          SUPERSEDED SURVEY CONTROL
 LW0917
 LW0917.No superseded survey control is available for this station.
 LW0917
 LW0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF817607(NAD 83)
 LW0917_MARKER: DD = SURVEY DISK
 LW0917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0917_SP_SET: STEP
 LW0917_STAMPING: P 9 1923
 LW0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0917
 LW0917  HISTORY     - Date     Condition        Report By
 LW0917  HISTORY     - 1923     MONUMENTED       USGS
 LW0917  HISTORY     - 1943     GOOD             NGS
 LW0917
 LW0917                          STATION DESCRIPTION
 LW0917
 LW0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0917'AT BLOCK ISLAND.
 LW0917'ON BLOCK ISLAND, NEWPORT COUNTY, 45 FEET NORTHEAST OF THE CENTER
 LW0917'LINE OF A PAVED ROAD, NEAR THE SOUTHEAST ENTRANCE TO THE FREE
 LW0917'BAPTIST CHURCH, 0.6 FOOT SOUTH OF THE EAST CORNER OF THE BUILDING,
 LW0917'IN THE NORTH CORNER OF THE CONCRETE STEPS, AND 0.5 FOOT SOUTHWEST
 LW0917'OF THE NORTHEAST EDGE OF THE STEPS.  A UNITED STATES GEOLOGICAL
 LW0917'SURVEY STANDARD DISK, STAMPED P 9 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1104 ***********************************************************************
 LW1104  DESIGNATION -  P 9
 LW1104  PID         -  LW1104
 LW1104  STATE/COUNTY-  RI/PROVIDENCE
 LW1104  USGS QUAD   -  CLAYVILLE (1975)
 LW1104
 LW1104                         *CURRENT SURVEY CONTROL
 LW1104  ___________________________________________________________________
 LW1104* NAD 83(1986)-  41 46 31.     (N)    071 41 24.     (W)     SCALED    
 LW1104* NAVD 88     -       166.147  (meters)     545.10   (feet)  ADJUSTED  
 LW1104  ___________________________________________________________________
 LW1104  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW1104  DYNAMIC HT  -         166.090 (meters)     544.91  (feet)  COMP
 LW1104  MODELED GRAV-     980,272.8   (mgal)                       NAVD 88
 LW1104
 LW1104  VERT ORDER  -  SECOND    CLASS 0
 LW1104
 LW1104.The horizontal coordinates were scaled from a topographic map and have
 LW1104.an estimated accuracy of +/- 6 seconds.
 LW1104
 LW1104.The orthometric height was determined by differential leveling
 LW1104.and adjusted by the National Geodetic Survey in June 1991..
 LW1104
 LW1104.The geoid height was determined by GEOID03.
 LW1104
 LW1104.The dynamic height is computed by dividing the NAVD 88
 LW1104.geopotential number by the normal gravity value computed on the
 LW1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1104.degrees latitude (g = 980.6199 gals.).
 LW1104
 LW1104.The modeled gravity was interpolated from observed gravity values.
 LW1104
 LW1104;                    North         East    Units  Estimated Accuracy
 LW1104;SPC RI       -    76,870.       84,200.      MT  (+/- 180 meters Scaled)
 LW1104
 LW1104                          SUPERSEDED SURVEY CONTROL
 LW1104
 LW1104  NGVD 29 (??/??/92)  166.391  (m)          545.90   (f) ADJ UNCH    2 0
 LW1104
 LW1104.Superseded values are not recommended for survey control.
 LW1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1104.See file dsdata.txt to determine how the superseded data were derived.
 LW1104
 LW1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG764283(NAD 83)
 LW1104_MARKER: DB = BENCH MARK DISK
 LW1104_SETTING: 66 = SET IN ROCK OUTCROP
 LW1104_SP_SET: ROCK LEDGE
 LW1104_STAMPING: P 9 1958
 LW1104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1104+STABILITY: POSITION/ELEVATION WELL
 LW1104
 LW1104  HISTORY     - Date     Condition        Report By
 LW1104  HISTORY     - 1958     MONUMENTED       CGS
 LW1104  HISTORY     - 1969     GOOD             NGS
 LW1104  HISTORY     - 1988     GOOD             USPSQD
 LW1104
 LW1104                          STATION DESCRIPTION
 LW1104
 LW1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1104'0.6 MI SW FROM CLAYVILLE.
 LW1104'ABOUT 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 102 FROM THE
 LW1104'CLAYVILLE CHURCH AT CLAYVILLE, 39 FEET NORTHWEST OF THE CENTER
 LW1104'OF THE JUNCTION OF STATE HIGHWAY 94, SET IN THE TOP OF A ROCK
 LW1104'LEDGE WHICH IS 10 FEET LONG-2 1/2 FEET HIGH AND PART OF A 5 FOOT
 LW1104'HIGH CUT, 29 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 94,
 LW1104'22 FEET EAST OF THE CENTER LINE OF A DRIVEWAY LEADING NORTH TO
 LW1104'A ONE STORY FRAME HOUSE, 1.3 FEET NORTH OF THE SOUTH EDGE OF
 LW1104'THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1104
 LW1104                          STATION RECOVERY (1988)
 LW1104
 LW1104'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5216 ***********************************************************************
 LW5216  DESIGNATION -  PA 001
 LW5216  PID         -  LW5216
 LW5216  STATE/COUNTY-  RI/PROVIDENCE
 LW5216  USGS QUAD   -  PROVIDENCE (1975)
 LW5216
 LW5216                         *CURRENT SURVEY CONTROL
 LW5216  ___________________________________________________________________
 LW5216* NAD 83(1996)-  41 51 48.22698(N)    071 24 16.07021(W)     ADJUSTED  
 LW5216* NAVD 88     -        17.155  (meters)      56.28   (feet)  ADJUSTED  
 LW5216  ___________________________________________________________________
 LW5216  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 LW5216  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LW5216  DYNAMIC HT  -          17.150 (meters)      56.27  (feet)  COMP
 LW5216  MODELED GRAV-     980,324.7   (mgal)                       NAVD 88
 LW5216
 LW5216  HORZ ORDER  -  SECOND
 LW5216  VERT ORDER  -  SECOND    CLASS II
 LW5216
 LW5216.The horizontal coordinates were established by classical geodetic methods
 LW5216.and adjusted by the National Geodetic Survey in August 1998..
 LW5216
 LW5216.The orthometric height was determined by differential leveling
 LW5216.and adjusted by the National Geodetic Survey in June 1991..
 LW5216
 LW5216.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5216
 LW5216.The geoid height was determined by GEOID03.
 LW5216
 LW5216.The dynamic height is computed by dividing the NAVD 88
 LW5216.geopotential number by the normal gravity value computed on the
 LW5216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5216.degrees latitude (g = 980.6199 gals.).
 LW5216
 LW5216.The modeled gravity was interpolated from observed gravity values.
 LW5216
 LW5216;                    North         East     Units Scale Factor Converg.
 LW5216;SPC RI       -    86,640.070   107,932.092   MT  0.99999452   +0 03 49.5
 LW5216;SPC RI       -   284,251.63    354,107.21   sFT  0.99999452   +0 03 49.5
 LW5216;SPC MA M     -   845,901.262   207,931.995   MT  0.99998178   +0 03 51.0
 LW5216;SPC MA M     - 2,775,261.06    682,190.22   sFT  0.99998178   +0 03 51.0
 LW5216;UTM  19      - 4,637,404.844   300,436.180   MT  1.00009009   -1 36 18.6
 LW5216
 LW5216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5216!SPC RI       -   1.00000192  x   0.99999452  =   0.99999644
 LW5216!SPC MA M     -   1.00000192  x   0.99998178  =   0.99998370
 LW5216!UTM  19      -   1.00000192  x   1.00009009  =   1.00009201
 LW5216
 LW5216                          SUPERSEDED SURVEY CONTROL
 LW5216
 LW5216  NAD 83(1996)-  41 51 48.22686(N)    071 24 16.07020(W) AD(       ) 2
 LW5216  NAD 83(1992)-  41 51 48.22550(N)    071 24 16.06932(W) AD(       ) 2
 LW5216  NAD 83(1992)-  41 51 48.22538(N)    071 24 16.06934(W) AD(       ) 2
 LW5216  NAD 83(1986)-  41 51 48.22391(N)    071 24 16.06851(W) AD(       ) 2
 LW5216  NGVD 29 (12/24/91)   17.40   (m)           57.1    (f) LEVELING    3  
 LW5216
 LW5216.Superseded values are not recommended for survey control.
 LW5216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5216.See file dsdata.txt to determine how the superseded data were derived.
 LW5216
 LW5216_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0043637405(NAD 83)
 LW5216_MARKER: DD = SURVEY DISK
 LW5216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5216_SP_SET: CONCRETE POST
 LW5216_STAMPING: PA 001 1984
 LW5216_MARK LOGO: RIGS  
 LW5216_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5216+STABILITY: SURFACE MOTION
 LW5216
 LW5216  HISTORY     - Date     Condition        Report By
 LW5216  HISTORY     - 1984     MONUMENTED       RIGS
 LW5216  HISTORY     - 1984     GOOD             RIGS
 LW5216
 LW5216                          STATION DESCRIPTION
 LW5216
 LW5216'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5216'THE STATION IS LOCATED ABOUT 5.28 KM (3.3 MI)
 LW5216'NORTHWEST OF EAST PROVIDENCE,
 LW5216'3.52 KM (2.2 MI) NORTHEAST OF THE STATE CAPITOL, AND
 LW5216'2.56 KM (1.6 MI) SOUTHWEST OF PAWTUCKET.
 LW5216'OWNERSHIP--STATE RIGHT OF WAY.
 LW5216'
 LW5216'TO REACH THE STATION FROM INTERSTATE HIGHWAY 95 AT THE LONSDALE
 LW5216'AVENUE (STATE HIGHWAY 122) BRIDGE, WHICH IS ABOUT 1.6 KM (1.0 MI)
 LW5216'SOUTH OF PAWTUCKET, GO SOUTH FOR 1.04 KM (0.65 MI) ON HIGHWAY 95
 LW5216'TO THE STATION ON THE RIGHT, AT THE TOP OF A GRASS COVERED SLOPE.
 LW5216'
 LW5216'THE STATION IS A STANDARD RIGS DISK
 LW5216'STAMPED---PA 001 1984---,
 LW5216'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5216'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5216'16.8 METERS (55.2 FT) NORTH FROM THE FACE OF AN ALUMINUM POLE S 245,
 LW5216'16.2 METERS (53.5 FT) WEST-NORTHWEST FROM THE CENTER OF THE THREE
 LW5216'SOUTHBOUND LANES OF HIGHWAY 95,
 LW5216'9.25 METERS (30.4 FT) WEST FROM THE CENTER OF A TWO FOOT DIAMETER
 LW5216'DRAINAGE GRATE,
 LW5216'6.7 METERS (22.0 FT) EAST-SOUTHEAST FROM THE FACE OF A SIX FOOT
 LW5216'HIGH CHAINLINK FENCE, AND
 LW5216'1.4 METERS (4.6 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5216'
 LW5216'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5216
 LW5216                          STATION RECOVERY (1984)
 LW5216
 LW5216'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5216'IN PAWTUCKET.
 LW5216'THE STATION IS LOCATED ABOUT 5.28 KM (3.3 MI) NORTHWEST OF EAST
 LW5216'PROVIDENCE, 3.52 KM (2.2 MI) NORTHEAST OF THE STATE CAPITOL, AND 2.56
 LW5216'KM (1.6 MI) SOUTHWEST OF PAWTUCKET.  OWNERSHIP--STATE RIGHT OF WAY.
 LW5216'TO REACH THE STATION FROM INTERSTATE HIGHWAY 95 AT THE LONSDALE
 LW5216'AVENUE (STATE HIGHWAY 122) BRIDGE, WHICH IS ABOUT 1.6 KM (1.0 MI)
 LW5216'SOUTH OF PAWTUCKET, GO SOUTH FOR 1.04 KM (0.65 MI) ON HIGHWAY 95 TO
 LW5216'THE STATION ON THE RIGHT, AT THE TOP OF A GRASS COVERED SLOPE.  THE
 LW5216'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW5216'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 16.8 METERS
 LW5216'(55.2 FT) NORTH FROM THE FACE OF AN ALUMINUM POLE S 245, 16.2 METERS
 LW5216'(53.5 FT) WEST-NORTHWEST FROM THE CENTER OF THE THREE SOUTHBOUND
 LW5216'LANES OF HIGHWAY 95, 9.25 METERS (30.4 FT) WEST FROM THE CENTER OF A
 LW5216'TWO FOOT DIAMETER DRAINAGE GRATE, 6.7 METERS (22.0 FT) EAST-SOUTHEAST
 LW5216'FROM THE FACE OF A SIX FOOT HIGH CHAINLINK FENCE, AND 1.4 METERS (4.6
 LW5216'FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5217 ***********************************************************************
 LW5217  DESIGNATION -  PA 002
 LW5217  PID         -  LW5217
 LW5217  STATE/COUNTY-  RI/PROVIDENCE
 LW5217  USGS QUAD   -  PROVIDENCE (1975)
 LW5217
 LW5217                         *CURRENT SURVEY CONTROL
 LW5217  ___________________________________________________________________
 LW5217* NAD 83(1996)-  41 52 19.43564(N)    071 23 55.62868(W)     ADJUSTED  
 LW5217* NAVD 88     -        26.172  (meters)      85.87   (feet)  ADJUSTED  
 LW5217  ___________________________________________________________________
 LW5217  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LW5217  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW5217  DYNAMIC HT  -          26.164 (meters)      85.84  (feet)  COMP
 LW5217  MODELED GRAV-     980,326.2   (mgal)                       NAVD 88
 LW5217
 LW5217  HORZ ORDER  -  SECOND
 LW5217  VERT ORDER  -  SECOND    CLASS II
 LW5217
 LW5217.The horizontal coordinates were established by classical geodetic methods
 LW5217.and adjusted by the National Geodetic Survey in August 1998..
 LW5217
 LW5217.The orthometric height was determined by differential leveling
 LW5217.and adjusted by the National Geodetic Survey in June 1991..
 LW5217
 LW5217.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5217
 LW5217.The geoid height was determined by GEOID03.
 LW5217
 LW5217.The dynamic height is computed by dividing the NAVD 88
 LW5217.geopotential number by the normal gravity value computed on the
 LW5217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5217.degrees latitude (g = 980.6199 gals.).
 LW5217
 LW5217.The modeled gravity was interpolated from observed gravity values.
 LW5217
 LW5217;                    North         East     Units Scale Factor Converg.
 LW5217;SPC RI       -    87,603.484   108,402.402   MT  0.99999462   +0 04 03.2
 LW5217;SPC RI       -   287,412.43    355,650.21   sFT  0.99999462   +0 04 03.2
 LW5217;SPC MA M     -   846,864.667   208,402.292   MT  0.99998090   +0 04 04.8
 LW5217;SPC MA M     - 2,778,421.83    683,733.19   sFT  0.99998090   +0 04 04.8
 LW5217;UTM  19      - 4,638,354.240   300,934.399   MT  1.00008765   -1 36 05.9
 LW5217
 LW5217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5217!SPC RI       -   1.00000050  x   0.99999462  =   0.99999512
 LW5217!SPC MA M     -   1.00000050  x   0.99998090  =   0.99998140
 LW5217!UTM  19      -   1.00000050  x   1.00008765  =   1.00008815
 LW5217
 LW5217|---------------------------------------------------------------------|
 LW5217| PID    Reference Object                     Distance      Geod. Az  |
 LW5217|                                                           dddmmss.s |
 LW5217| LW5218 PA 003                              385.811 METERS 07830     |
 LW5217| LW5718 PAWTUCKET WHALEN BLDG ANTENNA       260.027 METERS 11911     |
 LW5217|---------------------------------------------------------------------|
 LW5217
 LW5217                          SUPERSEDED SURVEY CONTROL
 LW5217
 LW5217  NAD 83(1996)-  41 52 19.43555(N)    071 23 55.62867(W) AD(       ) 2
 LW5217  NAD 83(1992)-  41 52 19.43414(N)    071 23 55.62778(W) AD(       ) 2
 LW5217  NAD 83(1992)-  41 52 19.43405(N)    071 23 55.62779(W) AD(       ) 2
 LW5217  NAD 83(1986)-  41 52 19.43255(N)    071 23 55.62692(W) AD(       ) 2
 LW5217  NGVD 29 (12/24/91)   26.42   (m)           86.7    (f) LEVELING    3  
 LW5217
 LW5217.Superseded values are not recommended for survey control.
 LW5217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5217.See file dsdata.txt to determine how the superseded data were derived.
 LW5217
 LW5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0093438354(NAD 83)
 LW5217_MARKER: DD = SURVEY DISK
 LW5217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5217_SP_SET: CONCRETE POST
 LW5217_STAMPING: PA 002 1984
 LW5217_MARK LOGO: RIGS  
 LW5217_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5217+STABILITY: SURFACE MOTION
 LW5217
 LW5217  HISTORY     - Date     Condition        Report By
 LW5217  HISTORY     - 1984     MONUMENTED       RIGS
 LW5217  HISTORY     - 1984     GOOD             RIGS
 LW5217
 LW5217                          STATION DESCRIPTION
 LW5217
 LW5217'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5217'THE STATION IS LOCATED ABOUT 6.3 KM (3.8 MI)
 LW5217'NORTH-NORTHWEST OF EAST PROVIDENCE,
 LW5217'4.7 KM (2.95 MI) NORTH-NORTHEAST OF THE STATE CAPITOL, AND
 LW5217'1.6 KM (1.0 MI) SOUTHWEST OF PAWTUCKET.
 LW5217'OWNERSHIP--STATE RIGHT OF WAY.
 LW5217'
 LW5217'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE LONSDALE
 LW5217'AVENUE (STATE HIGHWAY 122) BRIDGE OVER HIGHWAY 95,
 LW5217'WHICH IS ABOUT 1.6 KM (1.0 MI) SOUTHWEST OF PAWTUCKET,
 LW5217'GO NORTH FOR 43.0 METERS (141.0 FT) ON LONSDALE AVENUE TO QUINCY
 LW5217'STREET.
 LW5217'TURN LEFT AND GO WEST FOR 21.0 METERS (69.0 FT) ON QUINCY STREET
 LW5217'TO THE STATION ON THE RIGHT.
 LW5217'
 LW5217'THE STATION IS A STANDARD RIGS DISK
 LW5217'STAMPED---PA 002 1984---,
 LW5217'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5217'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5217'28.4 METERS (93.0 FT) WEST FROM THE CENTERLINE OF LONSDALE AVENUE,
 LW5217'17.15 METERS (56.0 FT) WEST FROM A BVECO POLE 12,
 LW5217'16.2 METERS (53.0 FT) NORTHWEST FROM AN ALUMINUM LIGHT POLE AT THE
 LW5217'ENTRANCE RAMP FOR HIGHWAY 95 SOUTH,
 LW5217'10.0 METERS (33.0 FT) WEST-SOUTHWEST FROM A RHODE ISLAND HIGHWAY
 LW5217'BOUND, AND
 LW5217'5.0 METERS (16.5 FT) NORTH FROM THE CENTERLINE OF QUINCY STREET.
 LW5217'
 LW5217'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5217
 LW5217                          STATION RECOVERY (1984)
 LW5217
 LW5217'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5217'IN PAWTUCKET.
 LW5217'THE STATION IS LOCATED ABOUT 6.3 KM (3.8 MI) NORTH-NORTHWEST OF EAST
 LW5217'PROVIDENCE, 4.7 KM (2.95 MI) NORTH-NORTHEAST OF THE STATE CAPITOL,
 LW5217'AND 1.6 KM (1.0 MI) SOUTHWEST OF PAWTUCKET.  OWNERSHIP--STATE RIGHT
 LW5217'OF WAY.  TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE
 LW5217'LONSDALE AVENUE (STATE HIGHWAY 122) BRIDGE OVER HIGHWAY 95, WHICH IS
 LW5217'ABOUT 1.6 KM (1.0 MI) SOUTHWEST OF PAWTUCKET, GO NORTH FOR 43.0
 LW5217'METERS (141.0 FT) ON LONSDALE AVENUE TO QUINCY STREET.  TURN LEFT AND
 LW5217'GO WEST FOR 21.0 METERS (69.0 FT) ON QUINCY STREET TO THE STATION ON
 LW5217'THE RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW5217'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5217'28.4 METERS (93.0 FT) WEST FROM THE CENTERLINE OF LONSDALE AVENUE,
 LW5217'17.15 METERS (56.0 FT) WEST FROM A BVECO POLE 12, 16.2 METERS (53.0
 LW5217'FT) NORTHWEST FROM AN ALUMINUM LIGHT POLE AT THE ENTRANCE RAMP FOR
 LW5217'HIGHWAY 95 SOUTH, 10.0 METERS (33.0 FT) WEST-SOUTHWEST FROM A RHODE
 LW5217'ISLAND HIGHWAY BOUND, AND 5.0 METERS (16.5 FT) NORTH FROM THE
 LW5217'CENTERLINE OF QUINCY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5218 ***********************************************************************
 LW5218  DESIGNATION -  PA 003
 LW5218  PID         -  LW5218
 LW5218  STATE/COUNTY-  RI/PROVIDENCE
 LW5218  USGS QUAD   -  PROVIDENCE (1975)
 LW5218
 LW5218                         *CURRENT SURVEY CONTROL
 LW5218  ___________________________________________________________________
 LW5218* NAD 83(1996)-  41 52 21.92734(N)    071 23 39.23344(W)     ADJUSTED  
 LW5218* NAVD 88     -        29.466  (meters)      96.67   (feet)  ADJUSTED  
 LW5218  ___________________________________________________________________
 LW5218  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 LW5218  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LW5218  DYNAMIC HT  -          29.458 (meters)      96.65  (feet)  COMP
 LW5218  MODELED GRAV-     980,326.6   (mgal)                       NAVD 88
 LW5218
 LW5218  HORZ ORDER  -  SECOND
 LW5218  VERT ORDER  -  SECOND    CLASS II
 LW5218
 LW5218.The horizontal coordinates were established by classical geodetic methods
 LW5218.and adjusted by the National Geodetic Survey in August 1998..
 LW5218
 LW5218.The orthometric height was determined by differential leveling
 LW5218.and adjusted by the National Geodetic Survey in June 1991..
 LW5218
 LW5218.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5218
 LW5218.The geoid height was determined by GEOID03.
 LW5218
 LW5218.The dynamic height is computed by dividing the NAVD 88
 LW5218.geopotential number by the normal gravity value computed on the
 LW5218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5218.degrees latitude (g = 980.6199 gals.).
 LW5218
 LW5218.The modeled gravity was interpolated from observed gravity values.
 LW5218
 LW5218;                    North         East     Units Scale Factor Converg.
 LW5218;SPC RI       -    87,680.816   108,780.381   MT  0.99999470   +0 04 14.2
 LW5218;SPC RI       -   287,666.14    356,890.30   sFT  0.99999470   +0 04 14.2
 LW5218;SPC MA M     -   846,942.001   208,780.265   MT  0.99998083   +0 04 15.8
 LW5218;SPC MA M     - 2,778,675.55    684,973.25   sFT  0.99998083   +0 04 15.8
 LW5218;UTM  19      - 4,638,420.535   301,314.505   MT  1.00008579   -1 35 55.0
 LW5218
 LW5218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5218!SPC RI       -   0.99999999  x   0.99999470  =   0.99999469
 LW5218!SPC MA M     -   0.99999999  x   0.99998083  =   0.99998082
 LW5218!UTM  19      -   0.99999999  x   1.00008579  =   1.00008578
 LW5218
 LW5218|---------------------------------------------------------------------|
 LW5218| PID    Reference Object                     Distance      Geod. Az  |
 LW5218|                                                           dddmmss.s |
 LW5218| LW5219 PA 004                              299.361 METERS 09115     |
 LW5218| LW5718 PAWTUCKET WHALEN BLDG ANTENNA       253.611 METERS 21634     |
 LW5218| LW5217 PA 002                              385.811 METERS 25830     |
 LW5218|---------------------------------------------------------------------|
 LW5218
 LW5218                          SUPERSEDED SURVEY CONTROL
 LW5218
 LW5218  NAD 83(1996)-  41 52 21.92725(N)    071 23 39.23343(W) AD(       ) 2
 LW5218  NAD 83(1992)-  41 52 21.92584(N)    071 23 39.23255(W) AD(       ) 2
 LW5218  NAD 83(1992)-  41 52 21.92575(N)    071 23 39.23256(W) AD(       ) 2
 LW5218  NAD 83(1986)-  41 52 21.92423(N)    071 23 39.23170(W) AD(       ) 2
 LW5218  NGVD 29 (12/24/91)   29.71   (m)           97.5    (f) LEVELING    3  
 LW5218
 LW5218.Superseded values are not recommended for survey control.
 LW5218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5218.See file dsdata.txt to determine how the superseded data were derived.
 LW5218
 LW5218_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0131538421(NAD 83)
 LW5218_MARKER: DD = SURVEY DISK
 LW5218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5218_SP_SET: CONCRETE POST
 LW5218_STAMPING: PA 003 1984
 LW5218_MARK LOGO: RIGS  
 LW5218_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5218+STABILITY: SURFACE MOTION
 LW5218
 LW5218  HISTORY     - Date     Condition        Report By
 LW5218  HISTORY     - 1984     MONUMENTED       RIGS
 LW5218  HISTORY     - 1984     GOOD             RIGS
 LW5218
 LW5218                          STATION DESCRIPTION
 LW5218
 LW5218'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5218'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI)
 LW5218'NORTH-NORTHWEST OF EAST PROVIDENCE,
 LW5218'5.0 KM (3.1 MI) NORTHEAST OF THE STATE CAPITOL, AND
 LW5218'1.2 KM (0.75 MI) SOUTHWEST OF PAWTUCKET.
 LW5218'OWNERSHIP--STATE RIGHT OF WAY.
 LW5218'
 LW5218'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE MAIN STREET
 LW5218'BRIDGE OVER INTERSTATE HIGHWAY 95, WHICH IS ABOUT 1.2 KM (0.75 MI)
 LW5218'SOUTHWEST OF PAWTUCKET, GO NORTHEAST FOR 13.0 M (42.7 FT) ON MAIN
 LW5218'STREET TO THE STATION ON THE RIGHT.
 LW5218'
 LW5218'THE STATION IS A STANDARD RIGS DISK
 LW5218'STAMPED---PA 003 1984---,
 LW5218'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5218'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5218'10.0 METERS (33.0 FT) SOUTH-SOUTHWEST FROM A BVGECO POLE 108,
 LW5218'6.25 METERS (20.5 FT) SOUTHEAST FROM THE CENTERLINE OF MAIN STREET,
 LW5218'3.75 METERS (12.3 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF A
 LW5218'CONCRETE ENDWALL, AND
 LW5218'1.3 METERS (4.3 FT) EAST-SOUTHEAST FROM THE CENTER OF A DROP INLET
 LW5218'GRATE.
 LW5218'
 LW5218'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5218
 LW5218                          STATION RECOVERY (1984)
 LW5218
 LW5218'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5218'IN PAWTUCKET.
 LW5218'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) NORTH-NORTHWEST OF EAST
 LW5218'PROVIDENCE, 5.0 KM (3.1 MI) NORTHEAST OF THE STATE CAPITOL, AND 1.2
 LW5218'KM (0.75 MI) SOUTHWEST OF PAWTUCKET.  OWNERSHIP--STATE RIGHT OF WAY.
 LW5218'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE MAIN STREET
 LW5218'BRIDGE OVER INTERSTATE HIGHWAY 95, WHICH IS ABOUT 1.2 KM (0.75 MI)
 LW5218'SOUTHWEST OF PAWTUCKET, GO NORTHEAST FOR 13.0 M (42.7 FT) ON MAIN
 LW5218'STREET TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD RIGS
 LW5218'DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW5218'FLUSH WITH GROUND.  LOCATED 10.0 METERS (33.0 FT) SOUTH-SOUTHWEST
 LW5218'FROM A BVGECO POLE 108, 6.25 METERS (20.5 FT) SOUTHEAST FROM THE
 LW5218'CENTERLINE OF MAIN STREET, 3.75 METERS (12.3 FT) SOUTHWEST FROM THE
 LW5218'NORTHWEST CORNER OF A CONCRETE ENDWALL, AND 1.3 METERS (4.3 FT)
 LW5218'EAST-SOUTHEAST FROM THE CENTER OF A DROP INLET GRATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5219 ***********************************************************************
 LW5219  DESIGNATION -  PA 004
 LW5219  PID         -  LW5219
 LW5219  STATE/COUNTY-  RI/PROVIDENCE
 LW5219  USGS QUAD   -  PROVIDENCE (1975)
 LW5219
 LW5219                         *CURRENT SURVEY CONTROL
 LW5219  ___________________________________________________________________
 LW5219* NAD 83(1996)-  41 52 21.71443(N)    071 23 26.25468(W)     ADJUSTED  
 LW5219* NAVD 88     -        31.392  (meters)     102.99   (feet)  ADJUSTED  
 LW5219  ___________________________________________________________________
 LW5219  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LW5219  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LW5219  DYNAMIC HT  -          31.382 (meters)     102.96  (feet)  COMP
 LW5219  MODELED GRAV-     980,326.8   (mgal)                       NAVD 88
 LW5219
 LW5219  HORZ ORDER  -  SECOND
 LW5219  VERT ORDER  -  SECOND    CLASS II
 LW5219
 LW5219.The horizontal coordinates were established by classical geodetic methods
 LW5219.and adjusted by the National Geodetic Survey in August 1998..
 LW5219
 LW5219.The orthometric height was determined by differential leveling
 LW5219.and adjusted by the National Geodetic Survey in June 1991..
 LW5219
 LW5219.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5219
 LW5219.The geoid height was determined by GEOID03.
 LW5219
 LW5219.The dynamic height is computed by dividing the NAVD 88
 LW5219.geopotential number by the normal gravity value computed on the
 LW5219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5219.degrees latitude (g = 980.6199 gals.).
 LW5219
 LW5219.The modeled gravity was interpolated from observed gravity values.
 LW5219
 LW5219;                    North         East     Units Scale Factor Converg.
 LW5219;SPC RI       -    87,674.622   109,079.677   MT  0.99999476   +0 04 22.8
 LW5219;SPC RI       -   287,645.82    357,872.24   sFT  0.99999476   +0 04 22.8
 LW5219;SPC MA M     -   846,935.809   209,079.556   MT  0.99998084   +0 04 24.5
 LW5219;SPC MA M     - 2,778,655.23    685,955.18   sFT  0.99998084   +0 04 24.5
 LW5219;UTM  19      - 4,638,405.625   301,613.520   MT  1.00008432   -1 35 46.4
 LW5219
 LW5219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5219!SPC RI       -   0.99999968  x   0.99999476  =   0.99999444
 LW5219!SPC MA M     -   0.99999968  x   0.99998084  =   0.99998052
 LW5219!UTM  19      -   0.99999968  x   1.00008432  =   1.00008400
 LW5219
 LW5219                          SUPERSEDED SURVEY CONTROL
 LW5219
 LW5219  NAD 83(1996)-  41 52 21.71435(N)    071 23 26.25466(W) AD(       ) 2
 LW5219  NAD 83(1992)-  41 52 21.71292(N)    071 23 26.25379(W) AD(       ) 2
 LW5219  NAD 83(1992)-  41 52 21.71284(N)    071 23 26.25379(W) AD(       ) 2
 LW5219  NAD 83(1986)-  41 52 21.71130(N)    071 23 26.25295(W) AD(       ) 2
 LW5219  NGVD 29 (12/24/91)   31.64   (m)          103.8    (f) LEVELING    3  
 LW5219
 LW5219.Superseded values are not recommended for survey control.
 LW5219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5219.See file dsdata.txt to determine how the superseded data were derived.
 LW5219
 LW5219_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0161438406(NAD 83)
 LW5219_MARKER: DD = SURVEY DISK
 LW5219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5219_SP_SET: CONCRETE POST
 LW5219_STAMPING: PA 004 1984
 LW5219_MARK LOGO: RIGS  
 LW5219_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5219+STABILITY: SURFACE MOTION
 LW5219
 LW5219  HISTORY     - Date     Condition        Report By
 LW5219  HISTORY     - 1984     MONUMENTED       RIGS
 LW5219  HISTORY     - 1984     GOOD             RIGS
 LW5219
 LW5219                          STATION DESCRIPTION
 LW5219
 LW5219'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5219'THE STATION IS LOCATED ABOUT 5.9 KM (3.7 MI)
 LW5219'NORTH OF EAST PROVIDENCE,
 LW5219'5.0 KM (3.1 MI) NORTHEAST OF THE STATE CAPITOL, AND
 LW5219'1.0 KM (0.6 MI) SOUTHWEST OF PAWTUCKET.
 LW5219'OWNERSHIP--STATE RIGHT OF WAY.
 LW5219'
 LW5219'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE GARDEN STREET
 LW5219'BRIDGE OVER INTERSTATE HIGHWAY 95, WHICH IS ABOUT 1.0 KM (0.6 MI)
 LW5219'SOUTHWEST OF PAWTUCKET, GO SOUTHWEST FOR 5.5 METERS (18.0 FT) ON
 LW5219'GARDEN STREET TO THE STATION ON THE RIGHT, SET IN A SMALL
 LW5219'TRIANGULAR GRASS AREA.
 LW5219'
 LW5219'THE STATION IS A STANDARD RIGS DISK
 LW5219'STAMPED---PA 004 1984---,
 LW5219'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5219'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5219'7.0 METERS (23.0 FT) EAST FROM THE FACE OF AN ALUMINUM LIGHT POLE
 LW5219'R 24A,
 LW5219'6.1 METERS (20.0 FT) WEST FROM THE CENTERLINE OF GARDEN STREET,
 LW5219'3.5 METERS (11.5 FT) NORTHWEST FROM A DROP INLET AT THE GUTTER ON
 LW5219'GARDEN STREET,
 LW5219'2.45 METERS (8.0 FT) SOUTH-SOUTHWEST FROM THE END OF A CONCRETE
 LW5219'ENDWALL FOR THE GARDEN STREET BRIDGE, AND
 LW5219'1.3 METERS (4.3 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5219'
 LW5219'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5219
 LW5219                          STATION RECOVERY (1984)
 LW5219
 LW5219'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5219'IN PAWTUCKET.
 LW5219'THE STATION IS LOCATED ABOUT 5.9 KM (3.7 MI) NORTH OF EAST
 LW5219'PROVIDENCE, 5.0 KM (3.1 MI) NORTHEAST OF THE STATE CAPITOL, AND 1.0
 LW5219'KM (0.6 MI) SOUTHWEST OF PAWTUCKET.  OWNERSHIP--STATE RIGHT OF WAY.
 LW5219'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE GARDEN STREET
 LW5219'BRIDGE OVER INTERSTATE HIGHWAY 95, WHICH IS ABOUT 1.0 KM (0.6 MI)
 LW5219'SOUTHWEST OF PAWTUCKET, GO SOUTHWEST FOR 5.5 METERS (18.0 FT) ON
 LW5219'GARDEN STREET TO THE STATION ON THE RIGHT, SET IN A SMALL TRIANGULAR
 LW5219'GRASS AREA.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF
 LW5219'A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW5219'LOCATED 7.0 METERS (23.0 FT) EAST FROM THE FACE OF AN ALUMINUM LIGHT
 LW5219'POLE R 24A, 6.1 METERS (20.0 FT) WEST FROM THE CENTERLINE OF GARDEN
 LW5219'STREET, 3.5 METERS (11.5 FT) NORTHWEST FROM A DROP INLET AT THE
 LW5219'GUTTER ON GARDEN STREET, 2.45 METERS (8.0 FT) SOUTH-SOUTHWEST FROM
 LW5219'THE END OF A CONCRETE ENDWALL FOR THE GARDEN STREET BRIDGE, AND 1.3
 LW5219'METERS (4.3 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5222 ***********************************************************************
 LW5222  DESIGNATION -  PA 005
 LW5222  PID         -  LW5222
 LW5222  STATE/COUNTY-  RI/PROVIDENCE
 LW5222  USGS QUAD   -  PAWTUCKET (1975)
 LW5222
 LW5222                         *CURRENT SURVEY CONTROL
 LW5222  ___________________________________________________________________
 LW5222* NAD 83(1996)-  41 52 31.12600(N)    071 22 45.75511(W)     ADJUSTED  
 LW5222* NAVD 88     -        30.175  (meters)      99.00   (feet)  ADJUSTED  
 LW5222  ___________________________________________________________________
 LW5222  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 LW5222  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LW5222  DYNAMIC HT  -          30.166 (meters)      98.97  (feet)  COMP
 LW5222  MODELED GRAV-     980,327.3   (mgal)                       NAVD 88
 LW5222
 LW5222  HORZ ORDER  -  SECOND
 LW5222  VERT ORDER  -  SECOND    CLASS II
 LW5222
 LW5222.The horizontal coordinates were established by classical geodetic methods
 LW5222.and adjusted by the National Geodetic Survey in August 1998..
 LW5222
 LW5222.The orthometric height was determined by differential leveling
 LW5222.and adjusted by the National Geodetic Survey in June 1991..
 LW5222
 LW5222.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5222
 LW5222.The geoid height was determined by GEOID03.
 LW5222
 LW5222.The dynamic height is computed by dividing the NAVD 88
 LW5222.geopotential number by the normal gravity value computed on the
 LW5222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5222.degrees latitude (g = 980.6199 gals.).
 LW5222
 LW5222.The modeled gravity was interpolated from observed gravity values.
 LW5222
 LW5222;                    North         East     Units Scale Factor Converg.
 LW5222;SPC RI       -    87,966.247   110,013.180   MT  0.99999498   +0 04 49.9
 LW5222;SPC RI       -   288,602.60    360,934.91   sFT  0.99999498   +0 04 49.9
 LW5222;SPC MA M     -   847,227.438   210,013.044   MT  0.99998058   +0 04 51.7
 LW5222;SPC MA M     - 2,779,612.02    689,017.80   sFT  0.99998058   +0 04 51.7
 LW5222;UTM  19      - 4,638,669.956   302,555.204   MT  1.00007974   -1 35 19.6
 LW5222
 LW5222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5222!SPC RI       -   0.99999987  x   0.99999498  =   0.99999485
 LW5222!SPC MA M     -   0.99999987  x   0.99998058  =   0.99998045
 LW5222!UTM  19      -   0.99999987  x   1.00007974  =   1.00007961
 LW5222
 LW5222|---------------------------------------------------------------------|
 LW5222| PID    Reference Object                     Distance      Geod. Az  |
 LW5222|                                                           dddmmss.s |
 LW5222| LW5223 PA 006                              354.203 METERS 00111     |
 LW5222| LW2735 PAWTUCKET CONG CH SPIRE             APPROX. 0.7 KM 2803813.1 |
 LW5222|---------------------------------------------------------------------|
 LW5222
 LW5222                          SUPERSEDED SURVEY CONTROL
 LW5222
 LW5222  NAD 83(1996)-  41 52 31.12596(N)    071 22 45.75509(W) AD(       ) 2
 LW5222  NAD 83(1992)-  41 52 31.12449(N)    071 22 45.75424(W) AD(       ) 2
 LW5222  NAD 83(1992)-  41 52 31.12445(N)    071 22 45.75423(W) AD(       ) 2
 LW5222  NAD 83(1986)-  41 52 31.12281(N)    071 22 45.75342(W) AD(       ) 2
 LW5222  NGVD 29 (12/24/91)   30.42   (m)           99.8    (f) LEVELING    3  
 LW5222
 LW5222.Superseded values are not recommended for survey control.
 LW5222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5222.See file dsdata.txt to determine how the superseded data were derived.
 LW5222
 LW5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0255538670(NAD 83)
 LW5222_MARKER: DD = SURVEY DISK
 LW5222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5222_SP_SET: CONCRETE POST
 LW5222_STAMPING: PA 005 1984
 LW5222_MARK LOGO: RIGS  
 LW5222_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5222+STABILITY: SURFACE MOTION
 LW5222
 LW5222  HISTORY     - Date     Condition        Report By
 LW5222  HISTORY     - 1984     MONUMENTED       RIGS
 LW5222  HISTORY     - 1984     GOOD             RIGS
 LW5222
 LW5222                          STATION DESCRIPTION
 LW5222
 LW5222'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5222'THE STATION IS LOCATED ABOUT 6.2 KM (3.85 MI)
 LW5222'NORTH OF EAST PROVIDENCE,
 LW5222'5.7 KM (3.55 MI) NORTHEAST OF THE STATE CAPITOL, AND
 LW5222'0.5 KM (0.3 MI) SOUTHEAST OF PAWTUCKET.
 LW5222'OWNERSHIP--STATE RIGHT OF WAY.
 LW5222'
 LW5222'TO REACH THE STATION FROM THE PAWTUCKET CITY HALL BUILDING, WHICH
 LW5222'IS AT THE CENTER OF PAWTUCKET,  GO SOUTH FOR
 LW5222'0.2 KM (0.1 MI) ON ROOSEVELT STREET TO MAIN STREET.
 LW5222'TURN LEFT AND GO EAST FOR 0.5 KM (0.3 MI) ON MAIN STREET AND
 LW5222'WALCOTT STREET TO SUMMIT STREET.
 LW5222'TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.1 MI) ON SUMMIT STREET TO A
 LW5222'GATE IN A CHAINLINK FENCE ON THE RIGHT.
 LW5222'TURN RIGHT AND GO WEST FOR 32.9 METERS (108.0 FT) ON A GRASS AREA
 LW5222'TO THE TOP OF A SLOPE AND THE STATION MARK.
 LW5222'
 LW5222'THE STATION IS A STANDARD RIGS DISK
 LW5222'STAMPED---PA 005 1984---,
 LW5222'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5222'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5222'32.9 METERS (108.0 FT) WEST FROM THE CENTER OF A GATE IN A
 LW5222'CHAINLINK FENCE,
 LW5222'16.5 METERS (54.0 FT) NORTHWEST FROM A STATE HIGHWAY BOUND NEAR AN
 LW5222'ANGLE POINT IN A CHAINLINK FENCE AT THE REAR OF 93 SUMMIT STREET,
 LW5222'4.3 METERS (14.0 FT) EAST FROM THE TOP OF A SLOPE, AND
 LW5222'1.1 METERS (3.4 FT) WEST FROM A FIBERGLASS WITNESS POST.
 LW5222'
 LW5222'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5222
 LW5222                          STATION RECOVERY (1984)
 LW5222
 LW5222'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5222'IN PAWTUCKET.
 LW5222'THE STATION IS LOCATED ABOUT 6.2 KM (3.85 MI) NORTH OF EAST
 LW5222'PROVIDENCE, 5.7 KM (3.55 MI) NORTHEAST OF THE STATE CAPITOL, AND 0.5
 LW5222'KM (0.3 MI) SOUTHEAST OF PAWTUCKET.  OWNERSHIP--STATE RIGHT OF WAY.
 LW5222'TO REACH THE STATION FROM THE PAWTUCKET CITY HALL BUILDING, WHICH IS
 LW5222'AT THE CENTER OF PAWTUCKET, GO SOUTH FOR 0.2 KM (0.1 MI) ON ROOSEVELT
 LW5222'STREET TO MAIN STREET.  TURN LEFT AND GO EAST FOR 0.5 KM (0.3 MI) ON
 LW5222'MAIN STREET AND WALCOTT STREET TO SUMMIT STREET.  TURN RIGHT AND GO
 LW5222'SOUTH FOR 0.2 KM (0.1 MI) ON SUMMIT STREET TO A GATE IN A CHAINLINK
 LW5222'FENCE ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 32.9 METERS (108.0
 LW5222'FT) ON A GRASS AREA TO THE TOP OF A SLOPE AND THE STATION MARK.  THE
 LW5222'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW5222'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 32.9 METERS
 LW5222'(108.0 FT) WEST FROM THE CENTER OF A GATE IN A CHAINLINK FENCE, 16.5
 LW5222'METERS (54.0 FT) NORTHWEST FROM A STATE HIGHWAY BOUND NEAR AN ANGLE
 LW5222'POINT IN A CHAINLINK FENCE AT THE REAR OF 93 SUMMIT STREET, 4.3
 LW5222'METERS (14.0 FT) EAST FROM THE TOP OF A SLOPE, AND 1.1 METERS (3.4
 LW5222'FT) WEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5223 ***********************************************************************
 LW5223  DESIGNATION -  PA 006
 LW5223  PID         -  LW5223
 LW5223  STATE/COUNTY-  RI/PROVIDENCE
 LW5223  USGS QUAD   -  PAWTUCKET (1975)
 LW5223
 LW5223                         *CURRENT SURVEY CONTROL
 LW5223  ___________________________________________________________________
 LW5223* NAD 83(1996)-  41 52 42.60388(N)    071 22 45.43769(W)     ADJUSTED  
 LW5223* NAVD 88     -        26.236  (meters)      86.08   (feet)  ADJUSTED  
 LW5223  ___________________________________________________________________
 LW5223  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 LW5223  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW5223  DYNAMIC HT  -          26.228 (meters)      86.05  (feet)  COMP
 LW5223  MODELED GRAV-     980,327.6   (mgal)                       NAVD 88
 LW5223
 LW5223  HORZ ORDER  -  SECOND
 LW5223  VERT ORDER  -  SECOND    CLASS II
 LW5223
 LW5223.The horizontal coordinates were established by classical geodetic methods
 LW5223.and adjusted by the National Geodetic Survey in August 1998..
 LW5223
 LW5223.The orthometric height was determined by differential leveling
 LW5223.and adjusted by the National Geodetic Survey in June 1991..
 LW5223
 LW5223.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5223
 LW5223.The geoid height was determined by GEOID03.
 LW5223
 LW5223.The dynamic height is computed by dividing the NAVD 88
 LW5223.geopotential number by the normal gravity value computed on the
 LW5223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5223.degrees latitude (g = 980.6199 gals.).
 LW5223
 LW5223.The modeled gravity was interpolated from observed gravity values.
 LW5223
 LW5223;                    North         East     Units Scale Factor Converg.
 LW5223;SPC RI       -    88,320.382   110,020.001   MT  0.99999498   +0 04 50.1
 LW5223;SPC RI       -   289,764.45    360,957.29   sFT  0.99999498   +0 04 50.1
 LW5223;SPC MA M     -   847,581.568   210,019.862   MT  0.99998027   +0 04 51.9
 LW5223;SPC MA M     - 2,780,773.86    689,040.16   sFT  0.99998027   +0 04 51.9
 LW5223;UTM  19      - 4,639,023.772   302,572.340   MT  1.00007965   -1 35 19.7
 LW5223
 LW5223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5223!SPC RI       -   1.00000049  x   0.99999498  =   0.99999547
 LW5223!SPC MA M     -   1.00000049  x   0.99998027  =   0.99998076
 LW5223!UTM  19      -   1.00000049  x   1.00007965  =   1.00008014
 LW5223
 LW5223                          SUPERSEDED SURVEY CONTROL
 LW5223
 LW5223  NAD 83(1996)-  41 52 42.60384(N)    071 22 45.43768(W) AD(       ) 2
 LW5223  NAD 83(1992)-  41 52 42.60237(N)    071 22 45.43681(W) AD(       ) 2
 LW5223  NAD 83(1992)-  41 52 42.60233(N)    071 22 45.43682(W) AD(       ) 2
 LW5223  NAD 83(1986)-  41 52 42.60068(N)    071 22 45.43596(W) AD(       ) 2
 LW5223  NGVD 29 (12/24/91)   26.48   (m)           86.9    (f) LEVELING    3  
 LW5223
 LW5223.Superseded values are not recommended for survey control.
 LW5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5223.See file dsdata.txt to determine how the superseded data were derived.
 LW5223
 LW5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0257239024(NAD 83)
 LW5223_MARKER: DD = SURVEY DISK
 LW5223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5223_SP_SET: CONCRETE POST
 LW5223_STAMPING: PA 006 1984
 LW5223_MARK LOGO: RIGS  
 LW5223_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5223+STABILITY: SURFACE MOTION
 LW5223
 LW5223  HISTORY     - Date     Condition        Report By
 LW5223  HISTORY     - 1984     MONUMENTED       RIGS
 LW5223  HISTORY     - 1984     GOOD             RIGS
 LW5223
 LW5223                          STATION DESCRIPTION
 LW5223
 LW5223'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5223'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI)
 LW5223'NORTH OF EAST PROVIDENCE,
 LW5223'6.2 KM (3.8 MI) NORTHEAST OF THE STATE CAPITOL, AND
 LW5223'0.3 KM (0.2 MI) EAST OF PAWTUCKET.
 LW5223'OWNERSHIP--STATE RIGHT OF WAY.
 LW5223'
 LW5223'TO REACH THE STATION FROM THE PAWTUCKET CITY HALL, GO
 LW5223'NORTH FOR 0.1 KM (0.06 MI) ON ROOSEVELT AVENUE,
 LW5223'TURN RIGHT AND GO EAST FOR 0.3 KM (0.2 MI) ON EXCHANGE STREET,
 LW5223'TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.06 MI) ON BROADWAY TO THE
 LW5223'STATION ON THE LEFT, AT THE REAR OF A SIDEWALK.
 LW5223'
 LW5223'THE STATION IS A STANDARD RIGS DISK
 LW5223'STAMPED---PA 006 1984---,
 LW5223'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5223'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5223'19.7 METERS (64.5 FT) SOUTH-SOUTHWEST FROM A FIRE HYDRANT,
 LW5223'11.4 METERS (37.4 FT) NORTHEAST FROM A LIGHT POLE DW 4-20,
 LW5223'2.6 METERS (8.5 FT) EAST-SOUTHEAST FROM THE EAST CURB LINE OF
 LW5223'BROADWAY,
 LW5223'0.4 METERS (1.3 FT) WEST-NORTHWEST FROM A CHAIN LINK FENCE.
 LW5223'
 LW5223'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5223
 LW5223                          STATION RECOVERY (1984)
 LW5223
 LW5223'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5223'IN PAWTUCKET.
 LW5223'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI) NORTH OF EAST
 LW5223'PROVIDENCE, 6.2 KM (3.8 MI) NORTHEAST OF THE STATE CAPITOL, AND 0.3
 LW5223'KM (0.2 MI) EAST OF PAWTUCKET.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5223'REACH THE STATION FROM THE PAWTUCKET CITY HALL, GO NORTH FOR 0.1 KM
 LW5223'(0.06 MI) ON ROOSEVELT AVENUE, TURN RIGHT AND GO EAST FOR 0.3 KM (0.2
 LW5223'MI) ON EXCHANGE STREET, TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.06 MI)
 LW5223'ON BROADWAY TO THE STATION ON THE LEFT, AT THE REAR OF A SIDEWALK.
 LW5223'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5223'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 19.7
 LW5223'METERS (64.5 FT) SOUTH-SOUTHWEST FROM A FIRE HYDRANT, 11.4 METERS
 LW5223'(37.4 FT) NORTHEAST FROM A LIGHT POLE DW 4-20, 2.6 METERS (8.5 FT)
 LW5223'EAST-SOUTHEAST FROM THE EAST CURB LINE OF BROADWAY, 0.4 METERS (1.3
 LW5223'FT) WEST-NORTHWEST FROM A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5224 ***********************************************************************
 LW5224  DESIGNATION -  PA 007
 LW5224  PID         -  LW5224
 LW5224  STATE/COUNTY-  RI/PROVIDENCE
 LW5224  USGS QUAD   -  PAWTUCKET (1975)
 LW5224
 LW5224                         *CURRENT SURVEY CONTROL
 LW5224  ___________________________________________________________________
 LW5224* NAD 83(1996)-  41 52 55.76535(N)    071 22 39.55782(W)     ADJUSTED  
 LW5224* NAVD 88     -        25.472  (meters)      83.57   (feet)  ADJUSTED  
 LW5224  ___________________________________________________________________
 LW5224  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 LW5224  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LW5224  DYNAMIC HT  -          25.465 (meters)      83.55  (feet)  COMP
 LW5224  MODELED GRAV-     980,327.8   (mgal)                       NAVD 88
 LW5224
 LW5224  HORZ ORDER  -  SECOND
 LW5224  VERT ORDER  -  SECOND    CLASS II
 LW5224
 LW5224.The horizontal coordinates were established by classical geodetic methods
 LW5224.and adjusted by the National Geodetic Survey in August 1998..
 LW5224
 LW5224.The orthometric height was determined by differential leveling
 LW5224.and adjusted by the National Geodetic Survey in June 1991..
 LW5224
 LW5224.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5224
 LW5224.The geoid height was determined by GEOID03.
 LW5224
 LW5224.The dynamic height is computed by dividing the NAVD 88
 LW5224.geopotential number by the normal gravity value computed on the
 LW5224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5224.degrees latitude (g = 980.6199 gals.).
 LW5224
 LW5224.The modeled gravity was interpolated from observed gravity values.
 LW5224
 LW5224;                    North         East     Units Scale Factor Converg.
 LW5224;SPC RI       -    88,726.643   110,154.998   MT  0.99999502   +0 04 54.0
 LW5224;SPC RI       -   291,097.33    361,400.19   sFT  0.99999502   +0 04 54.0
 LW5224;SPC MA M     -   847,987.824   210,154.854   MT  0.99997991   +0 04 55.9
 LW5224;SPC MA M     - 2,782,106.72    689,483.05   sFT  0.99997991   +0 04 55.9
 LW5224;UTM  19      - 4,639,425.962   302,719.129   MT  1.00007894   -1 35 16.2
 LW5224
 LW5224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5224!SPC RI       -   1.00000061  x   0.99999502  =   0.99999563
 LW5224!SPC MA M     -   1.00000061  x   0.99997991  =   0.99998052
 LW5224!UTM  19      -   1.00000061  x   1.00007894  =   1.00007955
 LW5224
 LW5224                          SUPERSEDED SURVEY CONTROL
 LW5224
 LW5224  NAD 83(1996)-  41 52 55.76532(N)    071 22 39.55782(W) AD(       ) 2
 LW5224  NAD 83(1992)-  41 52 55.76384(N)    071 22 39.55695(W) AD(       ) 2
 LW5224  NAD 83(1992)-  41 52 55.76381(N)    071 22 39.55696(W) AD(       ) 2
 LW5224  NAD 83(1986)-  41 52 55.76213(N)    071 22 39.55604(W) AD(       ) 2
 LW5224  NGVD 29 (12/24/91)   25.72   (m)           84.4    (f) LEVELING    3  
 LW5224
 LW5224.Superseded values are not recommended for survey control.
 LW5224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5224.See file dsdata.txt to determine how the superseded data were derived.
 LW5224
 LW5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0271939426(NAD 83)
 LW5224_MARKER: DD = SURVEY DISK
 LW5224_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW5224_SP_SET: D
 LW5224_STAMPING: PA 007 1984
 LW5224_MARK LOGO: RIGS  
 LW5224_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5224
 LW5224  HISTORY     - Date     Condition        Report By
 LW5224  HISTORY     - 1984     MONUMENTED       RIGS
 LW5224  HISTORY     - 1984     GOOD             RIGS
 LW5224
 LW5224                          STATION DESCRIPTION
 LW5224
 LW5224'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5224'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI)
 LW5224'NORTH OF EAST PROVIDENCE,
 LW5224'6.3 KM (3.9 MI) NORTHEAST OF THE STATE CAPITOL, AND
 LW5224'0.4 KM (0.25 MI) NORTHEAST OF PAWTUCKET.
 LW5224'OWNERSHIP--STATE RIGHT OF WAY.
 LW5224'
 LW5224'TO REACH THE STATION FROM THE PAWTUCKET CITY HALL, GO
 LW5224'NORTH FOR 0.1 KM (0.06 MI) ON ROOSEVELT AVENUE,
 LW5224'TURN RIGHT AND GO EAST FOR 0.25 KM (0.15 MI) ON EXCHANGE STREET,
 LW5224'TURN LEFT AND GO NORTH FOR 0.4 KM (0.25 MI) ON FOUNTAIN STREET,
 LW5224'TURN RIGHT AND GO SOUTHEAST FOR 0.08 KM (0.05 MI) ON THE INTERSTATE
 LW5224'SERVICE ROAD TO THE STATION ON THE LEFT, AT THE SOUTHWEST CORNER OF
 LW5224'THE BROADWAY BRIDGE OVER HIGHWAY 95.
 LW5224'
 LW5224'THE STATION IS A STANDARD RIGS DISK
 LW5224'STAMPED---PA 007 1984---,
 LW5224'SET INTO A DRILL HOLE FLUSH WITH A CONCRETE SIDEWALK.
 LW5224'8.4 METERS (27.5 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 LW5224'BROADWAY,
 LW5224'5.2 METERS (17.0 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 LW5224'SERVICE ROAD,
 LW5224'1.6 METERS (5.3 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF
 LW5224'BRIDGE ENDWALL.
 LW5224'
 LW5224'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5224
 LW5224                          STATION RECOVERY (1984)
 LW5224
 LW5224'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5224'IN PAWTUCKET.
 LW5224'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI) NORTH OF EAST
 LW5224'PROVIDENCE, 6.3 KM (3.9 MI) NORTHEAST OF THE STATE CAPITOL, AND 0.4
 LW5224'KM (0.25 MI) NORTHEAST OF PAWTUCKET.  OWNERSHIP--STATE RIGHT OF WAY.
 LW5224'TO REACH THE STATION FROM THE PAWTUCKET CITY HALL, GO NORTH FOR 0.1
 LW5224'KM (0.06 MI) ON ROOSEVELT AVENUE, TURN RIGHT AND GO EAST FOR 0.25 KM
 LW5224'(0.15 MI) ON EXCHANGE STREET, TURN LEFT AND GO NORTH FOR 0.4 KM (0.25
 LW5224'MI) ON FOUNTAIN STREET, TURN RIGHT AND GO SOUTHEAST FOR 0.08 KM (0.05
 LW5224'MI) ON THE INTERSTATE SERVICE ROAD TO THE STATION ON THE LEFT, AT THE
 LW5224'SOUTHWEST CORNER OF THE BROADWAY BRIDGE OVER HIGHWAY 95.  THE STATION
 LW5224'IS A STANDARD RIGS DISK SET INTO A DRILL HOLE FLUSH WITH A CONCRETE
 LW5224'SIDEWALK.  8.4 METERS (27.5 FT) NORTH-NORTHWEST FROM THE CENTERLINE
 LW5224'OF BROADWAY, 5.2 METERS (17.0 FT) EAST-NORTHEAST FROM THE CENTERLINE
 LW5224'OF THE SERVICE ROAD, 1.6 METERS (5.3 FT) SOUTH-SOUTHEAST FROM THE
 LW5224'SOUTHWEST CORNER OF BRIDGE ENDWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5225 ***********************************************************************
 LW5225  DESIGNATION -  PA 008
 LW5225  PID         -  LW5225
 LW5225  STATE/COUNTY-  RI/PROVIDENCE
 LW5225  USGS QUAD   -  PAWTUCKET (1975)
 LW5225
 LW5225                         *CURRENT SURVEY CONTROL
 LW5225  ___________________________________________________________________
 LW5225* NAD 83(1996)-  41 53 04.50258(N)    071 22 41.52201(W)     ADJUSTED  
 LW5225* NAVD 88     -        25.743  (meters)      84.46   (feet)  ADJUSTED  
 LW5225  ___________________________________________________________________
 LW5225  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 LW5225  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LW5225  DYNAMIC HT  -          25.736 (meters)      84.44  (feet)  COMP
 LW5225  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 LW5225
 LW5225  HORZ ORDER  -  SECOND
 LW5225  VERT ORDER  -  SECOND    CLASS II
 LW5225
 LW5225.The horizontal coordinates were established by classical geodetic methods
 LW5225.and adjusted by the National Geodetic Survey in August 1998..
 LW5225
 LW5225.The orthometric height was determined by differential leveling
 LW5225.and adjusted by the National Geodetic Survey in June 1991..
 LW5225
 LW5225.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5225
 LW5225.The geoid height was determined by GEOID03.
 LW5225
 LW5225.The dynamic height is computed by dividing the NAVD 88
 LW5225.geopotential number by the normal gravity value computed on the
 LW5225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5225.degrees latitude (g = 980.6199 gals.).
 LW5225
 LW5225.The modeled gravity was interpolated from observed gravity values.
 LW5225
 LW5225;                    North         East     Units Scale Factor Converg.
 LW5225;SPC RI       -    88,996.147   110,109.329   MT  0.99999501   +0 04 52.7
 LW5225;SPC RI       -   291,981.53    361,250.36   sFT  0.99999501   +0 04 52.7
 LW5225;SPC MA M     -   848,257.324   210,109.182   MT  0.99997968   +0 04 54.5
 LW5225;SPC MA M     - 2,782,990.90    689,333.21   sFT  0.99997968   +0 04 54.5
 LW5225;UTM  19      - 4,639,696.705   302,681.327   MT  1.00007912   -1 35 17.8
 LW5225
 LW5225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5225!SPC RI       -   1.00000056  x   0.99999501  =   0.99999557
 LW5225!SPC MA M     -   1.00000056  x   0.99997968  =   0.99998024
 LW5225!UTM  19      -   1.00000056  x   1.00007912  =   1.00007968
 LW5225
 LW5225                          SUPERSEDED SURVEY CONTROL
 LW5225
 LW5225  NAD 83(1996)-  41 53 04.50255(N)    071 22 41.52201(W) AD(       ) 2
 LW5225  NAD 83(1992)-  41 53 04.50107(N)    071 22 41.52113(W) AD(       ) 2
 LW5225  NAD 83(1992)-  41 53 04.50104(N)    071 22 41.52114(W) AD(       ) 2
 LW5225  NAD 83(1986)-  41 53 04.49937(N)    071 22 41.52018(W) AD(       ) 2
 LW5225  NGVD 29 (12/24/91)   25.99   (m)           85.3    (f) LEVELING    3  
 LW5225
 LW5225.Superseded values are not recommended for survey control.
 LW5225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5225.See file dsdata.txt to determine how the superseded data were derived.
 LW5225
 LW5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0268139697(NAD 83)
 LW5225_MARKER: DD = SURVEY DISK
 LW5225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5225_SP_SET: CONCRETE POST
 LW5225_STAMPING: PA 008 1984
 LW5225_MARK LOGO: RIGS  
 LW5225_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5225+STABILITY: SURFACE MOTION
 LW5225
 LW5225  HISTORY     - Date     Condition        Report By
 LW5225  HISTORY     - 1984     MONUMENTED       RIGS
 LW5225  HISTORY     - 1984     GOOD             RIGS
 LW5225
 LW5225                          STATION DESCRIPTION
 LW5225
 LW5225'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5225'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI)
 LW5225'NORTH OF EAST PROVIDENCE,
 LW5225'6.6 KM (4.1 MI) NORTHEAST OF THE STATE CAPITOL, AND
 LW5225'0.6 KM (0.4 MI) NORTH-NORTHEAST OF PAWTUCKET.
 LW5225'OWNERSHIP--STATE RIGHT OF WAY.
 LW5225'
 LW5225'TO REACH THE STATION FROM THE PAWTUCKET CITY HALL, GO
 LW5225'NORTH FOR 0.1 KM (0.06 MI) ON ROOSEVELT AVENUE,
 LW5225'TURN RIGHT AND GO EAST FOR 0.25 KM (0.15 MI) ON EXCHANGE STREET,
 LW5225'TURN LEFT AND GO NORTH FOR 0.6 KM (0.4 MI) ON FOUNTAIN STREET TO
 LW5225'THE STATION ON THE LEFT, SET IN A CONCRETE SIDEWALK.
 LW5225'
 LW5225'THE STATION IS A STANDARD RIGS DISK
 LW5225'STAMPED---PA 008 1984---,
 LW5225'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5225'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5225'25.6 METERS (84.0 FT) SOUTH-SOUTHWEST FROM A SUPPORT POLE 26-1,
 LW5225'11.9 METERS (39.0 FT) NORTHWEST FROM A POWER POLE 25,
 LW5225'2.3 METERS (7.5 FT) EAST FROM A CHAIN LINK FENCE,
 LW5225'0.55 METERS (1.8 FT) WEST FROM THE WEST CURB LINE OF FOUNTAIN
 LW5225'STREET.
 LW5225'
 LW5225'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5225
 LW5225                          STATION RECOVERY (1984)
 LW5225
 LW5225'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5225'IN PAWTUCKET.
 LW5225'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI) NORTH OF EAST
 LW5225'PROVIDENCE, 6.6 KM (4.1 MI) NORTHEAST OF THE STATE CAPITOL, AND 0.6
 LW5225'KM (0.4 MI) NORTH-NORTHEAST OF PAWTUCKET.  OWNERSHIP--STATE RIGHT OF
 LW5225'WAY.  TO REACH THE STATION FROM THE PAWTUCKET CITY HALL, GO NORTH FOR
 LW5225'0.1 KM (0.06 MI) ON ROOSEVELT AVENUE, TURN RIGHT AND GO EAST FOR 0.25
 LW5225'KM (0.15 MI) ON EXCHANGE STREET, TURN LEFT AND GO NORTH FOR 0.6 KM
 LW5225'(0.4 MI) ON FOUNTAIN STREET TO THE STATION ON THE LEFT, SET IN A
 LW5225'CONCRETE SIDEWALK.  THE STATION IS A STANDARD RIGS DISK SET INTO THE
 LW5225'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW5225'LOCATED 25.6 METERS (84.0 FT) SOUTH-SOUTHWEST FROM A SUPPORT POLE
 LW5225'26-1, 11.9 METERS (39.0 FT) NORTHWEST FROM A POWER POLE 25, 2.3
 LW5225'METERS (7.5 FT) EAST FROM A CHAIN LINK FENCE, 0.55 METERS (1.8 FT)
 LW5225'WEST FROM THE WEST CURB LINE OF FOUNTAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5226 ***********************************************************************
 LW5226  DESIGNATION -  PA 009
 LW5226  PID         -  LW5226
 LW5226  STATE/COUNTY-  RI/PROVIDENCE
 LW5226  USGS QUAD   -  PAWTUCKET (1975)
 LW5226
 LW5226                         *CURRENT SURVEY CONTROL
 LW5226  ___________________________________________________________________
 LW5226* NAD 83(1996)-  41 53 22.34817(N)    071 22 45.09005(W)     ADJUSTED  
 LW5226* NAVD 88     -        32.669  (meters)     107.18   (feet)  ADJUSTED  
 LW5226  ___________________________________________________________________
 LW5226  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 LW5226  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LW5226  DYNAMIC HT  -          32.660 (meters)     107.15  (feet)  COMP
 LW5226  MODELED GRAV-     980,328.2   (mgal)                       NAVD 88
 LW5226
 LW5226  HORZ ORDER  -  SECOND
 LW5226  VERT ORDER  -  SECOND    CLASS II
 LW5226
 LW5226.The horizontal coordinates were established by classical geodetic methods
 LW5226.and adjusted by the National Geodetic Survey in August 1998..
 LW5226
 LW5226.The orthometric height was determined by differential leveling
 LW5226.and adjusted by the National Geodetic Survey in June 1991..
 LW5226
 LW5226.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5226
 LW5226.The geoid height was determined by GEOID03.
 LW5226
 LW5226.The dynamic height is computed by dividing the NAVD 88
 LW5226.geopotential number by the normal gravity value computed on the
 LW5226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5226.degrees latitude (g = 980.6199 gals.).
 LW5226
 LW5226.The modeled gravity was interpolated from observed gravity values.
 LW5226
 LW5226;                    North         East     Units Scale Factor Converg.
 LW5226;SPC RI       -    89,546.619   110,026.291   MT  0.99999499   +0 04 50.4
 LW5226;SPC RI       -   293,787.53    360,977.92   sFT  0.99999499   +0 04 50.4
 LW5226;SPC MA M     -   848,807.786   210,026.141   MT  0.99997921   +0 04 52.1
 LW5226;SPC MA M     - 2,784,796.88    689,060.76   sFT  0.99997921   +0 04 52.1
 LW5226;UTM  19      - 4,640,249.409   302,614.358   MT  1.00007945   -1 35 20.7
 LW5226
 LW5226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5226!SPC RI       -   0.99999947  x   0.99999499  =   0.99999446
 LW5226!SPC MA M     -   0.99999947  x   0.99997921  =   0.99997868
 LW5226!UTM  19      -   0.99999947  x   1.00007945  =   1.00007892
 LW5226
 LW5226                          SUPERSEDED SURVEY CONTROL
 LW5226
 LW5226  NAD 83(1996)-  41 53 22.34814(N)    071 22 45.09005(W) AD(       ) 2
 LW5226  NAD 83(1992)-  41 53 22.34666(N)    071 22 45.08917(W) AD(       ) 2
 LW5226  NAD 83(1992)-  41 53 22.34664(N)    071 22 45.08918(W) AD(       ) 2
 LW5226  NAD 83(1986)-  41 53 22.34500(N)    071 22 45.08810(W) AD(       ) 2
 LW5226  NGVD 29 (12/24/91)   32.91   (m)          108.0    (f) LEVELING    3  
 LW5226
 LW5226.Superseded values are not recommended for survey control.
 LW5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5226.See file dsdata.txt to determine how the superseded data were derived.
 LW5226
 LW5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0261440249(NAD 83)
 LW5226_MARKER: DD = SURVEY DISK
 LW5226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5226_SP_SET: CONCRETE POST
 LW5226_STAMPING: PA 009 1984
 LW5226_MARK LOGO: RIGS  
 LW5226_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5226+STABILITY: SURFACE MOTION
 LW5226
 LW5226  HISTORY     - Date     Condition        Report By
 LW5226  HISTORY     - 1984     MONUMENTED       RIGS
 LW5226  HISTORY     - 1984     GOOD             RIGS
 LW5226
 LW5226                          STATION DESCRIPTION
 LW5226
 LW5226'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5226'THE STATION IS LOCATED ABOUT 7.7 KM (4.8 MI)
 LW5226'NORTH OF EAST PROVIDENCE,
 LW5226'1.1 KM (0.7 MI) NORTH-NORTHEAST OF PAWTUCKET, AND
 LW5226'0.6 KM (0.4 MI) NORTHEAST OF CENTRAL FALLS.
 LW5226'OWNERSHIP--STATE RIGHT OF WAY.
 LW5226'
 LW5226'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW5226'US HIGHWAY 1, WHICH IS ABOUT 3.6 KM (2.25 MI) SOUTHWEST OF SOUTH
 LW5226'ATTLEBORO, MASSACHUSETTS, GO SOUTH FOR 1.4 KM (0.9 MI) ON HIGHWAY
 LW5226'95, CROSSING THE STATE LINE INTO RHODE ISLAND, TO THE STATION ON
 LW5226'THE RIGHT.
 LW5226'
 LW5226'THE STATION IS A STANDARD RIGS DISK
 LW5226'STAMPED---PA 009 1984---,
 LW5226'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5226'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5226'30.8 METERS (101.0 FT) SOUTH FROM THE SUPPORT POLE FOR AN OVERHEAD
 LW5226'SIGN,
 LW5226'20.6 METERS (67.5 FT) NORTH FROM A LIGHT POLE S-15,
 LW5226'1.0 METERS (3.3 FT) WEST FROM THE WEST CURB LINE OF THE SOUTHBOUND
 LW5226'LANES OF HIGHWAY 95,
 LW5226'0.9 METERS (3.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
 LW5226'
 LW5226'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5226
 LW5226                          STATION RECOVERY (1984)
 LW5226
 LW5226'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5226'IN PAWTUCKET.
 LW5226'THE STATION IS LOCATED ABOUT 7.7 KM (4.8 MI) NORTH OF EAST
 LW5226'PROVIDENCE, 1.1 KM (0.7 MI) NORTH-NORTHEAST OF PAWTUCKET, AND 0.6 KM
 LW5226'(0.4 MI) NORTHEAST OF CENTRAL FALLS.  OWNERSHIP--STATE RIGHT OF WAY.
 LW5226'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW5226'US HIGHWAY 1, WHICH IS ABOUT 3.6 KM (2.25 MI) SOUTHWEST OF SOUTH
 LW5226'ATTLEBORO, MASSACHUSETTS, GO SOUTH FOR 1.4 KM (0.9 MI) ON HIGHWAY 95,
 LW5226'CROSSING THE STATE LINE INTO RHODE ISLAND, TO THE STATION ON THE
 LW5226'RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW5226'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5226'30.8 METERS (101.0 FT) SOUTH FROM THE SUPPORT POLE FOR AN OVERHEAD
 LW5226'SIGN, 20.6 METERS (67.5 FT) NORTH FROM A LIGHT POLE S-15, 1.0 METERS
 LW5226'(3.3 FT) WEST FROM THE WEST CURB LINE OF THE SOUTHBOUND LANES OF
 LW5226'HIGHWAY 95, 0.9 METERS (3.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5227 ***********************************************************************
 LW5227  DESIGNATION -  PA 010
 LW5227  PID         -  LW5227
 LW5227  STATE/COUNTY-  RI/PROVIDENCE
 LW5227  USGS QUAD   -  PAWTUCKET (1975)
 LW5227
 LW5227                         *CURRENT SURVEY CONTROL
 LW5227  ___________________________________________________________________
 LW5227* NAD 83(1996)-  41 53 30.60957(N)    071 22 43.01692(W)     ADJUSTED  
 LW5227* NAVD 88     -        36.394  (meters)     119.40   (feet)  ADJUSTED  
 LW5227  ___________________________________________________________________
 LW5227  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 LW5227  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LW5227  DYNAMIC HT  -          36.383 (meters)     119.37  (feet)  COMP
 LW5227  MODELED GRAV-     980,328.3   (mgal)                       NAVD 88
 LW5227
 LW5227  HORZ ORDER  -  SECOND
 LW5227  VERT ORDER  -  SECOND    CLASS II
 LW5227
 LW5227.The horizontal coordinates were established by classical geodetic methods
 LW5227.and adjusted by the National Geodetic Survey in August 1998..
 LW5227
 LW5227.The orthometric height was determined by differential leveling
 LW5227.and adjusted by the National Geodetic Survey in June 1991..
 LW5227
 LW5227.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5227
 LW5227.The geoid height was determined by GEOID03.
 LW5227
 LW5227.The dynamic height is computed by dividing the NAVD 88
 LW5227.geopotential number by the normal gravity value computed on the
 LW5227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5227.degrees latitude (g = 980.6199 gals.).
 LW5227
 LW5227.The modeled gravity was interpolated from observed gravity values.
 LW5227
 LW5227;                    North         East     Units Scale Factor Converg.
 LW5227;SPC RI       -    89,801.575   110,073.723   MT  0.99999500   +0 04 51.8
 LW5227;SPC RI       -   294,624.00    361,133.54   sFT  0.99999500   +0 04 51.8
 LW5227;SPC MA M     -   849,062.739   210,073.571   MT  0.99997900   +0 04 53.5
 LW5227;SPC MA M     - 2,785,633.34    689,216.37   sFT  0.99997900   +0 04 53.5
 LW5227;UTM  19      - 4,640,502.896   302,669.204   MT  1.00007918   -1 35 19.6
 LW5227
 LW5227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5227!SPC RI       -   0.99999889  x   0.99999500  =   0.99999389
 LW5227!SPC MA M     -   0.99999889  x   0.99997900  =   0.99997789
 LW5227!UTM  19      -   0.99999889  x   1.00007918  =   1.00007807
 LW5227
 LW5227|---------------------------------------------------------------------|
 LW5227| PID    Reference Object                     Distance      Geod. Az  |
 LW5227|                                                           dddmmss.s |
 LW5227| LW5226 PA 009                              259.332 METERS 19037     |
 LW5227| LW5725 VALLEY FALLS ST PATRICK CH NEW      APPROX. 2.1 KM 3245101.2 |
 LW5227|---------------------------------------------------------------------|
 LW5227
 LW5227                          SUPERSEDED SURVEY CONTROL
 LW5227
 LW5227  NAD 83(1996)-  41 53 30.60955(N)    071 22 43.01693(W) AD(       ) 2
 LW5227  NAD 83(1992)-  41 53 30.60805(N)    071 22 43.01604(W) AD(       ) 2
 LW5227  NAD 83(1992)-  41 53 30.60803(N)    071 22 43.01606(W) AD(       ) 2
 LW5227  NAD 83(1986)-  41 53 30.60635(N)    071 22 43.01492(W) AD(       ) 2
 LW5227  NGVD 29 (12/24/91)   36.64   (m)          120.2    (f) LEVELING    3  
 LW5227
 LW5227.Superseded values are not recommended for survey control.
 LW5227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5227.See file dsdata.txt to determine how the superseded data were derived.
 LW5227
 LW5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0266940503(NAD 83)
 LW5227_MARKER: DD = SURVEY DISK
 LW5227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5227_SP_SET: CONCRETE POST
 LW5227_STAMPING: PA 010 1984
 LW5227_MARK LOGO: RIGS  
 LW5227_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5227+STABILITY: SURFACE MOTION
 LW5227
 LW5227  HISTORY     - Date     Condition        Report By
 LW5227  HISTORY     - 1984     MONUMENTED       RIGS
 LW5227  HISTORY     - 1984     GOOD             RIGS
 LW5227
 LW5227                          STATION DESCRIPTION
 LW5227
 LW5227'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5227'THE STATION IS LOCATED ABOUT 8.2 KM (5.1 MI)
 LW5227'NORTH OF EAST PROVIDENCE,
 LW5227'1.6 KM (1.0 MI) NORTH-NORTHEAST OF PAWTUCKET,AND
 LW5227'1.0 KM (0.65 MI) NORTHEAST OF CENTRAL FALLS.
 LW5227'OWNERSHIP--STATE RIGHT OF WAY.
 LW5227'
 LW5227'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW5227'US HIGHWAY 1, WHICH IS ABOUT 3.6 KM (2.25 MI) SOUTHWEST OF SOUTH
 LW5227'ATTLEBORO, MASSACHUSETTS, GO SOUTH FOR 1.2 KM (0.7 MI) ON HIGHWAY
 LW5227'95, CROSSING THE STATE LINE INTO RHODE ISLAND, TO THE STATION ON
 LW5227'THE RIGHT.
 LW5227'
 LW5227'THE STATION IS A STANDARD RIGS DISK
 LW5227'STAMPED---PA 010 1984---,
 LW5227'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5227'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5227'49.4 METERS (129.3 FT) SOUTH-SOUTHWEST FROM A MOTORIST AID CALL BOX
 LW5227'POLE 0177,
 LW5227'24.8 METERS (81.5 FT) NORTH-NORTHEAST FROM A LIGHT POLE S-10,
 LW5227'1.45 METERS (4.8 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST,
 LW5227'1.0 METERS (3.3 FT) NORTHWEST FROM THE NORTHWEST CURB LINE OF THE
 LW5227'SOUTHBOUND LANES OF HIGHWAY 95.
 LW5227'
 LW5227'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5227
 LW5227                          STATION RECOVERY (1984)
 LW5227
 LW5227'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5227'IN PAWTUCKET.
 LW5227'THE STATION IS LOCATED ABOUT 8.2 KM (5.1 MI) NORTH OF EAST
 LW5227'PROVIDENCE, 1.6 KM (1.0 MI) NORTH-NORTHEAST OF PAWTUCKET,AND 1.0 KM
 LW5227'(0.65 MI) NORTHEAST OF CENTRAL FALLS.  OWNERSHIP--STATE RIGHT OF WAY.
 LW5227'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW5227'US HIGHWAY 1, WHICH IS ABOUT 3.6 KM (2.25 MI) SOUTHWEST OF SOUTH
 LW5227'ATTLEBORO, MASSACHUSETTS, GO SOUTH FOR 1.2 KM (0.7 MI) ON HIGHWAY 95,
 LW5227'CROSSING THE STATE LINE INTO RHODE ISLAND, TO THE STATION ON THE
 LW5227'RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW5227'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5227'49.4 METERS (129.3 FT) SOUTH-SOUTHWEST FROM A MOTORIST AID CALL BOX
 LW5227'POLE 0177, 24.8 METERS (81.5 FT) NORTH-NORTHEAST FROM A LIGHT POLE
 LW5227'S-10, 1.45 METERS (4.8 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST,
 LW5227'1.0 METERS (3.3 FT) NORTHWEST FROM THE NORTHWEST CURB LINE OF THE
 LW5227'SOUTHBOUND LANES OF HIGHWAY 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0935 ***********************************************************************
 LW0935  DESIGNATION -  PAINE RESET
 LW0935  PID         -  LW0935
 LW0935  STATE/COUNTY-  RI/WASHINGTON
 LW0935  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0935
 LW0935                         *CURRENT SURVEY CONTROL
 LW0935  ___________________________________________________________________
 LW0935* NAD 83(1996)-  41 09 18.66816(N)    071 33 43.30575(W)     ADJUSTED  
 LW0935* LOCAL TIDAL -        56.877  (meters)     186.60   (feet)  ADJ UNCH  
 LW0935  ___________________________________________________________________
 LW0935  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 LW0935  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW0935
 LW0935  HORZ ORDER  -  SECOND
 LW0935  VERT ORDER  -  SECOND    CLASS 0
 LW0935
 LW0935.The horizontal coordinates were established by classical geodetic methods
 LW0935.and adjusted by the National Geodetic Survey in August 1998..
 LW0935
 LW0935.The orthometric height was key entered from printed documents
 LW0935.and not key verified.
 LW0935
 LW0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0935
 LW0935.The geoid height was determined by GEOID03.
 LW0935
 LW0935;                    North         East     Units Scale Factor Converg.
 LW0935;SPC RI       -     7,981.446    94,793.439   MT  0.99999408   -0 02 27.0
 LW0935;SPC RI       -    26,185.79    311,001.47   sFT  0.99999408   -0 02 27.0
 LW0935;UTM  19      - 4,559,148.581   285,025.856   MT  1.00016880   -1 41 12.2
 LW0935
 LW0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0935!SPC RI       -   0.99999590  x   0.99999408  =   0.99998998
 LW0935!UTM  19      -   0.99999590  x   1.00016880  =   1.00016470
 LW0935
 LW0935|---------------------------------------------------------------------|
 LW0935| PID    Reference Object                     Distance      Geod. Az  |
 LW0935|                                                           dddmmss.s |
 LW0935| CB7969 PAINE RM 1                           13.473 METERS 01923     |
 LW0935| LW3154 TOWER 13                            APPROX. 0.9 KM 1032321.4 |
 LW0935| LW3131 BLOCK IS SE LIGHTHOUSE              APPROX. 0.9 KM 1073109.4 |
 LW0935| LW0936 PAINE RM 2                           10.090 METERS 11147     |
 LW0935| LW3156 B 9/9 S 9/9 1943                      8.350 METERS 22420     |
 LW0935|---------------------------------------------------------------------|
 LW0935
 LW0935                          SUPERSEDED SURVEY CONTROL
 LW0935
 LW0935  NAD 83(1996)-  41 09 18.66636(N)    071 33 43.30444(W) AD(       ) 2
 LW0935  NAD 83(1992)-  41 09 18.66621(N)    071 33 43.30448(W) AD(       ) 2
 LW0935  NAD 83(1992)-  41 09 18.66498(N)    071 33 43.30518(W) AD(       ) 2
 LW0935  NAD 83(1986)-  41 09 18.66258(N)    071 33 43.30244(W) AD(       ) 2
 LW0935  NAD 27      -  41 09 18.29700(N)    071 33 45.09900(W) AD(       ) 2
 LW0935
 LW0935.Superseded values are not recommended for survey control.
 LW0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0935.See file dsdata.txt to determine how the superseded data were derived.
 LW0935
 LW0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8502659149(NAD 83)
 LW0935_MARKER: DS = TRIANGULATION STATION DISK
 LW0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0935_SP_SET: CONCRETE POST
 LW0935_STAMPING: PAINE 1874 1940
 LW0935_MARK LOGO: CGS   
 LW0935_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0935+STABILITY: SURFACE MOTION
 LW0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0935+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1990
 LW0935
 LW0935  HISTORY     - Date     Condition        Report By
 LW0935  HISTORY     - 1940     MONUMENTED       CGS
 LW0935  HISTORY     - 1911     MARK NOT FOUND   CGS
 LW0935  HISTORY     - 1921     SEE DESCRIPTION  USE
 LW0935  HISTORY     - 1922     SEE DESCRIPTION  USE
 LW0935  HISTORY     - 1940     SEE DESCRIPTION  CGS
 LW0935  HISTORY     - 1943     GOOD             CGS
 LW0935  HISTORY     - 1943     GOOD             NGS
 LW0935  HISTORY     - 19900604 GOOD             RIGS
 LW0935
 LW0935                          STATION DESCRIPTION
 LW0935
 LW0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 LW0935'REPORTED DESTROYED IN 1911.
 LW0935
 LW0935                          STATION RECOVERY (1921)
 LW0935
 LW0935'RECOVERY NOTE BY US ENGINEERS 1921
 LW0935'THE U.S. ENGINEERS, UNDER THE ENGINEER, 1ST CORPS AREA, VISITED
 LW0935'THE LOCALITY OF THE ABOVE STATION IN OCTOBER, 1921.  THE
 LW0935'BROWN STONE MARKER WAS FOUND TO HAVE BEEN DUG UP AND LAID AGAINST
 LW0935'A WALL.
 LW0935'
 LW0935'MR. E.M. MILLIKEN, WHOSE HOME IS NEARBY, POINTED OUT
 LW0935'APPROXIMATELY THE ORIGINAL POSITION OF THE SURFACE MARKER AND
 LW0935'SEVERAL HOLES WERE DUG TO LOCATE THE UNDERGROUND MARK, BUT
 LW0935'WITHOUT SUCCESS.  THE HILL IS BARE AND THE ORIGINAL STATIONS
 LW0935'FROM WHICH THE STATION WAS MADE ARE STILL VISIBLE.
 LW0935
 LW0935                          STATION RECOVERY (1922)
 LW0935
 LW0935'RECOVERY NOTE BY US ENGINEERS 1922
 LW0935'THIS STATION WAS REPORTED DESTROYED WHEN VISITED LAST FALL BY
 LW0935'ENGINEERS FROM THE 1ST CORPS AREA.  THE MONUMENT HAD BEEN
 LW0935'REMOVED AND WAS FOUND LEANING AGAINST A WALL.  AN ATTEMPT WAS
 LW0935'MADE TO FIND THE UNDERGROUND MARK BY DIGGING IN A LOCATION
 LW0935'BUT WAS UNSUCCESSFUL.  IN MAY OF THIS YEAR ANOTHER ATTEMPT
 LW0935'WAS MADE AND INTERSECTIONS MADE BY AZIMUTHS FROM BLOCK ISLAND
 LW0935'AND SOUTHEAST LIGHTHOUSE.  ABOUT 2 FEET BELOW THE SURFACE WAS
 LW0935'FOUND A 4-INCH CAST IRON PIPE.  THE ORIGINAL BROWN STONE
 LW0935'MONUMENT WAS REPLACED AND CENTERED OVER THE PIPE.
 LW0935'
 LW0935'THE STATION IS ON LAND BELONGING TO MR. PAINE ON A KNOLL
 LW0935'ABOUT 150 YARDS S OF THE SUMMIT OF PILOT HILL AND ABOUT THE
 LW0935'SAME DISTANCE FROM THE FARMHOUSE BELONGING TO MR. E.M. MILLIKEN.
 LW0935'IT IS 33.3 FEET W OF A STONE WALL.  44.3 FEET FROM A 2-INCH SHALLOW
 LW0935'HOLE CUT IN A BOULDER N 20 DEG E.  AND 69.45 FEET FROM
 LW0935'A V CUT IN ANOTHER BOULDER S 70 DEG W.
 LW0935
 LW0935                          STATION RECOVERY (1940)
 LW0935
 LW0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0935'THE STATION WAS RECOVERED AS DESCRIBED IN 1922.  THE SURFACE MARK
 LW0935'WAS IN POOR CONDITION SO A NEW SURFACE AND UNDERGROUND MARK
 LW0935'WERE ESTABLISHED IN THE ORIGINAL POSITION.
 LW0935'
 LW0935'THE STATION IS ON BLOCK ISLAND, ON THE HIGHEST PART OF A KNOLL
 LW0935'WHICH IS ABOUT 225 YARDS SOUTH OF THE SUMMIT OF PILOT HILL,
 LW0935'WHICH IS ABOUT 0.7 MILE NORTHWEST OF THE BLOCK ISLAND SOUTHEAST
 LW0935'LIGHTHOUSE.  IT IS ABOUT 100 YARDS WEST-SOUTHWEST OF A NARROW
 LW0935'FRESH WATER POND WHICH LIES IN A NORTH-SOUTH POSITION.  IT IS
 LW0935'33 FEET WEST OF A NORTH-SOUTH STONE FENCE AND 101 FEET SOUTH
 LW0935'OF AN EAST-WEST STONE FENCE.  THE MARK, NOTES 1A AND 7A,
 LW0935'PROJECTS 4 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED PAINE
 LW0935'1874 1940.
 LW0935'
 LW0935'TO REACH THE STATION FROM THE BLOCK ISLAND POST OFFICE DRIVE
 LW0935'SOUTH TOWARD THE LIGHTHOUSE FOR 1.4 MILES TO THE LIGHTHOUSE
 LW0935'ROAD, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE, THEN BEAR RIGHT
 LW0935'FOR 0.05 MILE, THEN BEAR RIGHT INTO A YARD OF AN OLD SHINGLE
 LW0935'HOUSE AND GO THROUGH THE GATE IN THE STONE FENCE ABOUT 100
 LW0935'YARDS EAST OF THE HOUSE, THEN TURN LEFT AND DRIVE WEST ALONG
 LW0935'THE STONE FENCE FOR 0.1 MILE, THEN TURN RIGHT AND DRIVE NORTH
 LW0935'ALONG THE STONE FENCE FOR 0.1 MILE, THEN PASS THROUGH AN
 LW0935'EAST-WEST STONE FENCE AND CONTINUE NORTH FOR 0.05 MILE TO THE
 LW0935'STATION ON THE OPPOSITE (WEST) SIDE OF THE NORTH-SOUTH STONE
 LW0935'FENCE.  FENCE.
 LW0935'
 LW0935'TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 LW0935'
 LW0935'REFERENCE MARK NO. 1 IS 44.20 FEET, 13.473 METERS
 LW0935'NORTH-NORTHWEST OF THE STATION.  IT IS 21-1/2 FEET WEST OF THE
 LW0935'NORTH-SOUTH STONE FENCE AND 57.7 FEET SOUTH OF THE EAST-WEST
 LW0935'STONE FENCE.  THE DISK, NOTE 12A, IS STAMPED PAINE NO 1 1940
 LW0935'AND THE ROCK IS ABOUT 3 FEET ACROSS AND PROJECTS ABOUT 1 FOOT
 LW0935'ABOVE THE GROUND.
 LW0935'
 LW0935'REFERENCE MARK NO. 2 IS 33.10 FEET, 10.090 METERS,
 LW0935'EAST-SOUTHEAST OF THE STATION AND 1 FOOT WEST OF THE NORTH-SOUTH
 LW0935'STONE FENCE.  THE MARK, NOTE 11A, PROJECTS ABOUT 6 INCHES ABOVE
 LW0935'THE GROUND AND THE DISK IS STAMPED PAINE NO 2 1940.
 LW0935'
 LW0935'THE BEST AZIMUTH MARK IS THE BLOCK ISLAND SOUTHEAST LIGHTHOUSE
 LW0935'WHICH IS ABOUT 0.7 MILE SOUTHEAST OF THE STATION.  THE FINIAL
 LW0935'OVER THE LIGHT WAS OBSERVERD UPON.
 LW0935'
 LW0935'A 4-FOOT STAND WILL SEE A 4-FOOT STAND AT SOUTHWEST 1911.  AND
 LW0935'AN 8-FOOT STAND AT BLOCK ISLAND ECC. 1932.  A 10-FOOT STAND IS
 LW0935'NEEDED TO SEE A 4-FOOT STAND AT CLAYHEAD 1911.
 LW0935
 LW0935                          STATION RECOVERY (1943)
 LW0935
 LW0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0935'THE ORIGINAL DESCRIPTION IS NOT AVAILABLE.  THE RECOVERY NOTE
 LW0935'BY P.L.B. IN 1940 IS ADEQUATE AND ACCURATE EXCEPT FOR RECENT
 LW0935'U.S. ARMY CONSTRUCTION NEARBY WHICH DESTROYED REFERENCE MARK 1.
 LW0935'
 LW0935'THE STATION IS 0.6 MILE WNW OF BLOCK ISLAND SOUTHEAST LIGHTHOUSE,
 LW0935'ON TOP OF THE NEXT HIGHEST KNOLL OF PILOT HILL, AND BESIDE A
 LW0935'FIRE CONTROL BUILDING.  IT IS 20.6 FEET N OF THE MOST E CORNER
 LW0935'OF THE OBSERVATION ROOMS OF THE BUILDING AND 16.0 FEET E OF THE
 LW0935'MOST E CORNER OF THE NE WING OF THE SAID BUILDING.  THE MARK IS
 LW0935'DESCRIBED BY NOTE 4, PROJECTS ABOUT 4 INCHES, AND IS STAMPED
 LW0935'PAINE 1874 1940.
 LW0935'
 LW0935'REFERENCE MARK 2, NOTE 11A, IS A FOOT W OF A STONE FENCE,
 LW0935'PROJECTS ABOUT 4 INCHES, AND IS STAMPED PAINE NO 2 1940.
 LW0935'
 LW0935'B9/9S9/9 IS THE CENTER OF HEXAGONAL, CONCRETE, INSTRUMENT
 LW0935'MOUNT BLOCK ON THE GROUND FLOOR OF THE FIRE CONTROL BUILDING.
 LW0935'
 LW0935'THE FINIAL OF THE ROOF OVER THE LIGHT WAS OBSERVED UPON IN THE
 LW0935'DIRECTION TO THE LIGHTHOUSE.  ALL OBJECTS BELOW EXCEPT THE
 LW0935'INITIAL ARE VISIBLE FROM THE GROUND.
 LW0935
 LW0935                          STATION RECOVERY (1943)
 LW0935
 LW0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0935'AT BLOCK ISLAND.
 LW0935'ON BLOCK ISLAND, NEWPORT COUNTY, 0.6 MILE WEST-NORTHWEST OF BLOCK
 LW0935'ISLAND SOUTHEAST LIGHTHOUSE, AT THE SUMMIT OF PILOT HILL, 20.6
 LW0935'FEET NORTH OF THE EASTERNMOST CORNER OF THE OBSERVATION ROOMS,
 LW0935'AND 16 FEET EAST OF THE EASTERNMOST CORNER OF THE NORTHEAST WING
 LW0935'OF THE BUILDING.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 LW0935'PAINE 1874 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW0935'4 INCHES ABOVE GROUND.
 LW0935
 LW0935                          STATION RECOVERY (1990)
 LW0935
 LW0935'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0935'THE STATION IS ON BLOCK ISLAND NEAR PILOT HILL. IT IS ABOUT 1 KM
 LW0935'(0.60 MI) WEST NORTHWEST OF BLOCK ISLAND SOUTHEAST LIGHT HOUSE AND
 LW0935'BESIDE A DISTINCT FIRE CONTROL BUILDING WHICH IS NOW A RESIDENCE.
 LW0935'TO REACH THE STATION FROM THE BLOCK ISLAND HIGH SCHOOL, AT THE
 LW0935'INTERSECTION OF PAYNE ROAD AND PILOT HILL ROAD, GO SOUTHWEST ON PAYNE
 LW0935'ROAD 1.1 KM (0.70 MI) THEN TURN LEFT AND GO EAST ON A DIRT DRIVE (BEAR
 LW0935'LEFT TWICE) FOR .3 KM (0.20 MI) TO SCHMIDTS PAINTED ON A LARGE ROCK
 LW0935'AND TO THE MARK ON THE NORTHEAST SIDE OF THE FIRE CONTROL BUILDING
 LW0935'WHICH IS PART OF THE RESIDENCE.
 LW0935'THE MARK IS 6.28 M (20.6 FT) NORTH OF THE EAST MOST CORNER OF THE
 LW0935'OBSERVATION ROOMS OF THE BUILDING AND 4.87 M (16.0 FT) EAST OF THE
 LW0935'EAST MOST CORNER OF THE BUILDING.  THE MARK IS ON TOP OF A CONCRETE
 LW0935'POST WHICH PROJECTS ABOUT A .3 M (1.0 FT) ABOVE THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0936 ***********************************************************************
 LW0936  DESIGNATION -  PAINE RM 2
 LW0936  PID         -  LW0936
 LW0936  STATE/COUNTY-  RI/WASHINGTON
 LW0936  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0936
 LW0936                         *CURRENT SURVEY CONTROL
 LW0936  ___________________________________________________________________
 LW0936* NAD 83(1986)-  41 09 18.     (N)    071 33 43.     (W)     SCALED    
 LW0936* LOCAL TIDAL -        56.352  (meters)     184.88   (feet)  ADJ UNCH  
 LW0936  ___________________________________________________________________
 LW0936  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW0936
 LW0936  VERT ORDER  -  SECOND    CLASS 0
 LW0936
 LW0936.The horizontal coordinates were scaled from a topographic map and have
 LW0936.an estimated accuracy of +/- 6 seconds.
 LW0936
 LW0936.The orthometric height was key entered from printed documents
 LW0936.and not key verified.
 LW0936
 LW0936.The geoid height was determined by GEOID03.
 LW0936
 LW0936;                    North         East    Units  Estimated Accuracy
 LW0936;SPC RI       -     7,960.       94,800.      MT  (+/- 180 meters Scaled)
 LW0936
 LW0936                          SUPERSEDED SURVEY CONTROL
 LW0936
 LW0936.No superseded survey control is available for this station.
 LW0936
 LW0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF850591(NAD 83)
 LW0936_MARKER: DR = REFERENCE MARK DISK
 LW0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0936_SP_SET: CONCRETE POST
 LW0936_STAMPING: PAINE 1874 1940
 LW0936_MARK LOGO: CGS   
 LW0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0936+STABILITY: SURFACE MOTION
 LW0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0936+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1990
 LW0936
 LW0936  HISTORY     - Date     Condition        Report By
 LW0936  HISTORY     - 1940     MONUMENTED       CGS
 LW0936  HISTORY     - 1943     GOOD             NGS
 LW0936  HISTORY     - 19900604 GOOD             RIGS
 LW0936
 LW0936                          STATION DESCRIPTION
 LW0936
 LW0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0936'AT BLOCK ISLAND.
 LW0936'33.10 FEET EAST-SOUTHEAST OF TRIANGULATION STATION PAINE DESCRIBED
 LW0936'ABOVE, AND 1 FOOT WEST OF A STONE FENCE.  A STANDARD REFERNCE-MARK
 LW0936'DISK, STAMPED PAINE NO 2 1940 AND SET IN THE TOP OF A CONCRETE
 LW0936'POST PROJECTING 4 INCHES ABOVE GROUND.
 LW0936
 LW0936                          STATION RECOVERY (1990)
 LW0936
 LW0936'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0936'THE STATION IS ON BLOCK ISLAND NEAR PILOT HILL. IT IS ABOUT 1 KM
 LW0936'(0.60 MI) WEST NORTHWEST OF BLOCK ISLAND SOUTHEAST LIGHT HOUSE AND
 LW0936'BESIDE A DISTINCT FIRE CONTROL BUILDING WHICH IS NOW A RESIDENCE.
 LW0936'TO REACH THE STATION FROM THE BLOCK ISLAND HIGH SCHOOL, AT THE
 LW0936'INTERSECTION OF PAYNE ROAD AND PILOT HILL ROAD, GO SOUTHWEST ON PAYNE
 LW0936'ROAD 1.1 KM (0.70 MI) THEN TURN LEFT AND GO EAST ON A DIRT DRIVE (BEAR
 LW0936'LEFT TWICE) FOR .3 KM (0.20 MI) TO SCHMIDTS PAINTED ON A LARGE ROCK
 LW0936'AND TO THE MARK ON THE NORTHEAST SIDE OF THE FIRE CONTROL BUILDING
 LW0936'WHICH IS PART OF THE RESIDENCE.
 LW0936'THE MARK IS 10.09 M (33.1 FT) EAST SOUTHEAST OF STATION PAINE, 0.3 M
 LW0936'(1.0 FT) WEST OF A STONE FENCE, AND IS SET INTO A CONCRETE POST WHICH
 LW0936'PROJECTS ABOUT A .15 M (0.5 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2431 ***********************************************************************
 LW2431  DESIGNATION -  PARADISE ROCK 1869
 LW2431  PID         -  LW2431
 LW2431  STATE/COUNTY-  RI/NEWPORT
 LW2431  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2431
 LW2431                         *CURRENT SURVEY CONTROL
 LW2431  ___________________________________________________________________
 LW2431* NAD 83(1996)-  41 30 05.34333(N)    071 15 43.75862(W)     ADJUSTED  
 LW2431* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 LW2431  ___________________________________________________________________
 LW2431  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 LW2431  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LW2431
 LW2431  HORZ ORDER  -  THIRD
 LW2431
 LW2431.The horizontal coordinates were established by classical geodetic methods
 LW2431.and adjusted by the National Geodetic Survey in August 1998..
 LW2431
 LW2431.The orthometric height was scaled from a topographic map.
 LW2431
 LW2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2431
 LW2431.The geoid height was determined by GEOID03.
 LW2431
 LW2431;                    North         East     Units Scale Factor Converg.
 LW2431;SPC RI       -    46,466.682   119,858.561   MT  0.99999860   +0 09 27.4
 LW2431;SPC RI       -   152,449.44    393,235.96   sFT  0.99999860   +0 09 27.4
 LW2431;UTM  19      - 4,596,899.515   311,192.505   MT  1.00003872   -1 29 58.0
 LW2431
 LW2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2431!SPC RI       -   0.99999705  x   0.99999860  =   0.99999565
 LW2431!UTM  19      -   0.99999705  x   1.00003872  =   1.00003577
 LW2431
 LW2431                          SUPERSEDED SURVEY CONTROL
 LW2431
 LW2431  NAD 83(1996)-  41 30 05.34312(N)    071 15 43.75792(W) AD(       ) 3
 LW2431  NAD 83(1992)-  41 30 05.34155(N)    071 15 43.75810(W) AD(       ) 3
 LW2431  NAD 83(1992)-  41 30 05.34123(N)    071 15 43.75748(W) AD(       ) 3
 LW2431  NAD 83(1986)-  41 30 05.34124(N)    071 15 43.75519(W) AD(       ) 3
 LW2431  NAD 27      -  41 30 04.98200(N)    071 15 45.60200(W) AD(       ) 3
 LW2431
 LW2431.Superseded values are not recommended for survey control.
 LW2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2431.See file dsdata.txt to determine how the superseded data were derived.
 LW2431
 LW2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1119396900(NAD 83)
 LW2431
 LW2431  HISTORY     - Date     Condition        Report By
 LW2431  HISTORY     - 1869     MONUMENTED       COASUR
 LW2431  HISTORY     - 1913     SEE DESCRIPTION  CGS
 LW2431
 LW2431                          STATION DESCRIPTION
 LW2431
 LW2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW2431'STATION REPORTED DESTROYED IN 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2432 ***********************************************************************
 LW2432  DESIGNATION -  PARADISE ROCK 2
 LW2432  PID         -  LW2432
 LW2432  STATE/COUNTY-  RI/NEWPORT
 LW2432  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2432
 LW2432                         *CURRENT SURVEY CONTROL
 LW2432  ___________________________________________________________________
 LW2432* NAD 83(1996)-  41 30 03.26976(N)    071 15 44.85427(W)     ADJUSTED  
 LW2432* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 LW2432  ___________________________________________________________________
 LW2432  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 LW2432  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LW2432
 LW2432  HORZ ORDER  -  SECOND
 LW2432
 LW2432.The horizontal coordinates were established by classical geodetic methods
 LW2432.and adjusted by the National Geodetic Survey in August 1998..
 LW2432
 LW2432.The orthometric height was scaled from a topographic map.
 LW2432
 LW2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2432
 LW2432.The geoid height was determined by GEOID03.
 LW2432
 LW2432;                    North         East     Units Scale Factor Converg.
 LW2432;SPC RI       -    46,402.641   119,833.326   MT  0.99999859   +0 09 26.6
 LW2432;SPC RI       -   152,239.33    393,153.17   sFT  0.99999859   +0 09 26.6
 LW2432;UTM  19      - 4,596,836.227   311,165.427   MT  1.00003884   -1 29 58.6
 LW2432
 LW2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2432!SPC RI       -   0.99999752  x   0.99999859  =   0.99999611
 LW2432!UTM  19      -   0.99999752  x   1.00003884  =   1.00003636
 LW2432
 LW2432:                Primary Azimuth Mark                     Grid Az
 LW2432:SPC RI       -  BLACK TANK                               005 13 10.8
 LW2432:UTM  19      -  BLACK TANK                               006 52 36.0
 LW2432
 LW2432|---------------------------------------------------------------------|
 LW2432| PID    Reference Object                     Distance      Geod. Az  |
 LW2432|                                                           dddmmss.s |
 LW2432| LW2463 BLACK TANK                          APPROX. 3.1 KM 0052237.4 |
 LW2432| LW2165 SQUARE YELLOW HOUSE CUPOLA          APPROX. 2.3 KM 0502517.7 |
 LW2432| LW2192 ALMYS H HOUSE CHIMNEY               APPROX. 7.0 KM 0521838.4 |
 LW2432| LW2167 RECTANGULAR BARN WEATHER VANE       APPROX. 1.3 KM 0650144.7 |
 LW2432| LW2823 CHEATHAMS HOUSE NORTH GABLE         APPROX. 5.5 KM 0944758.6 |
 LW2432| LW2804 WHITE BARN CUPOLA                   APPROX. 8.5 KM 1184639.3 |
 LW2432| LW2814 GOLF CLUB FLAGPOLE                  APPROX. 7.0 KM 1194708.8 |
 LW2432| LW2799 SAKONNET HARBOR LIGHT               APPROX. 6.8 KM 1250248.0 |
 LW2432| LW2815 HOTEL LYMAN SPIRE                   APPROX. 7.0 KM 1271059.5 |
 LW2432| LW2800 WINDMILL ON TANK                    APPROX. 7.2 KM 1273103.0 |
 LW2432| LW2798 SAKONNET LH                         APPROX. 7.3 KM 1363646.6 |
 LW2432| LW2795 NORTH GABLE S END LONG SHACK        APPROX. 2.9 KM 1445843.4 |
 LW2432| LW2793 NORTH SILO                          APPROX. 2.7 KM 1453838.8 |
 LW2432| LW2789 SACHUEST POINT TOWER                APPROX. 3.2 KM 1542253.2 |
 LW2432| CB7973 PARADISE ROCK 2 RM 1                 30.683 METERS 20308     |
 LW2432| LW2859 NEWPORT ST GEORGES NW SPIRE         APPROX. 1.4 KM 2201955.7 |
 LW2432| LW2846 TOWER 9                             APPROX. 9.4 KM 2332139.6 |
 LW2432| LW2865 WEST TOWER                          APPROX. 9.5 KM 2345638.4 |
 LW2432| CB7974 PARADISE ROCK 2 RM 2                  7.613 METERS 30115     |
 LW2432|---------------------------------------------------------------------|
 LW2432
 LW2432                          SUPERSEDED SURVEY CONTROL
 LW2432
 LW2432  NAD 83(1996)-  41 30 03.26958(N)    071 15 44.85370(W) AD(       ) 2
 LW2432  NAD 83(1992)-  41 30 03.26799(N)    071 15 44.85364(W) AD(       ) 2
 LW2432  NAD 83(1992)-  41 30 03.26772(N)    071 15 44.85320(W) AD(       ) 2
 LW2432  NAD 83(1986)-  41 30 03.26800(N)    071 15 44.85125(W) AD(       ) 2
 LW2432  NAD 27      -  41 30 02.89900(N)    071 15 46.67600(W) AD(       ) 2
 LW2432
 LW2432.Superseded values are not recommended for survey control.
 LW2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2432.See file dsdata.txt to determine how the superseded data were derived.
 LW2432
 LW2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1116596836(NAD 83)
 LW2432
 LW2432  HISTORY     - Date     Condition        Report By
 LW2432  HISTORY     - 1917     MONUMENTED       CGS
 LW2432  HISTORY     - 1929     SEE DESCRIPTION  USE
 LW2432  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2432  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2432  HISTORY     - 1940     SEE DESCRIPTION  CGS
 LW2432  HISTORY     - 1943     SEE DESCRIPTION  CGS
 LW2432  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2432
 LW2432                          STATION DESCRIPTION
 LW2432
 LW2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (RPS)
 LW2432'STATION IS ON THE ISLAND OF RHODE ISLAND, APPROXIMATELY 2-1/4 MILES
 LW2432'E BY N OF THE CITY OF NEWPORT.  IT IS ON THE SUMMIT OF A
 LW2432'PROMINENT RIDGE OF ROCKS RUNNING IN A N AND S DIRECTION JUST TO
 LW2432'THE EASTWARD OF THE EASTON FARM.  THE STATION IS APPROXIMATELY
 LW2432'60 METERS S OF A DILAPIDATED STONE WALL WHICH MARKS THE SOUTHERN
 LW2432'LIMITS OF A STONE QUARRY.  THE LATTER FORMS A SHARP BLUFF, WHICH
 LW2432'IS VERY PROMINENT FROM THE ENTRANCE TO SAKONNET RIVER.  THE
 LW2432'STATION IS MARKED BY A STANDARD DISK WEDGED IN A DRILL HOLE IN
 LW2432'OUTCROPPING BEDROCK.  TWO REFERENCE MARKS, STANDARD DISKS WEDGED
 LW2432'IN DRILL HOLES IN OUTCROPPING BEDROCK, ARE 30.69 METERS (100.69
 LW2432'FEET) SOUTHWARD, AND 7.65 METERS (25.10 FEET) NORTHWESTWARD OF
 LW2432'THE STATION.
 LW2432
 LW2432                          STATION RECOVERY (1929)
 LW2432
 LW2432'RECOVERY NOTE BY US ENGINEERS 1929
 LW2432'LETTER FROM THE DISTRICT ENGINEER, ROOM 419, NEW FEDERAL BUILDING,
 LW2432'PROVIDENCE, DATED APRIL 27, 1929, STATES LOCAL SURVEYORS HAVE
 LW2432'REPORTED TO THIS OFFICE THAT THE STANDARD DISK MARKING STATION
 LW2432'PARADISE ROCK 2 (NEWPORT COUNTY, RHODE ISLAND) HAS BEEN REMOVED
 LW2432'FROM THE STATION.  THE DISK WAS FOUND SOME DISTANCE FROM THE
 LW2432'STATION AND IS NOW IN THIS OFFICE.
 LW2432
 LW2432                          STATION RECOVERY (1934)
 LW2432
 LW2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2432'STATION RECOVERED.  THE REFERENCE MARKS WERE IN GOOD CONDITION.  THE
 LW2432'CENTER MARK WHICH WAS GONE WAS REPLACED BY A NEW MARK.
 LW2432'
 LW2432'STATION IS ON RHODE ISLAND APPROXIMATELY 2-1/4 MILES E BY N OF
 LW2432'THE CITY OF NEWPORT.  IT IS ON THE SUMMIT OF A PROMINENT ROCK
 LW2432'LEDGE RUNNING IN A N AND S DIRECTION JUST TO THE EASTWARD OF THE
 LW2432'EASTON FARM.  THE STATION IS APPROXIMATELY 60 METERS S OF A
 LW2432'DILAPIDATED STONE WALL WHICH MARKS THE SOUTHERN LIMITS OF A
 LW2432'STONE QUARRY.  THE LATTER FORMS A SHARP BLUFF WHICH IS VERY
 LW2432'PROMINENT FROM THE ENTRANCE OF THE SAKONNET RIVER.  THE STATION
 LW2432'IS MARKED ACCORDING TO NOTE 2.  TWO REFERENCE MARKS SET
 LW2432'ACCORDING TO NOTE 12A ARE 30.69 METERS SOUTHWARD, AND 7.65
 LW2432'METERS NORTHWESTWARD OF THE STATION.
 LW2432
 LW2432                          STATION RECOVERY (1935)
 LW2432
 LW2432'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2432'STATION FOUND IN EXCELLENT CONDITION.  IT IS MARKED ACCORDING
 LW2432'TO NOTE 3 (NOT NOTE 2).  REFERENCE MARKS ARE AS DESCRIBED.
 LW2432'
 LW2432'THE EASTON FARM IS ONE OF SEVERAL OF THAT NAME AND IS MORE
 LW2432'PARTICULARLY KNOWN AS PARADISE FARM.
 LW2432'
 LW2432'THE LAND TO THE E OF THE STATION IS OWNED BY M. VAN BUREN AND IS
 LW2432'KNOWN AS GRAY CRAIG.
 LW2432'
 LW2432'THE STONE QUARRY REFERRED IN THE DESCRIPTION IS A TRAP ROCK
 LW2432'QUARRY OWNED BY PECKHAM BROTHERS COMPANY.
 LW2432'
 LW2432'THE STATION IS IN THE SOUTHEASTERN PART OF THE TOWN OF MIDDLETOWN.
 LW2432
 LW2432                          STATION RECOVERY (1940)
 LW2432
 LW2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2432'THE STATION AND REFERENCE MARKS WERE RECOVERED.  THE REFERENCE
 LW2432'MARKS ARE BATTERED BUT APPARENTLY IN THEIR ORIGINAL POSITION.
 LW2432'
 LW2432'THE STATION IS ON PARADISE ROCK, WHICH IS ABOUT 2-1/4 MILES EAST
 LW2432'OF THE CITY OF NEWPORT.  THIS RIDGE IS ABOUT 1/4 MILE LONG AND 50
 LW2432'YARDS WIDE AND 50 TO 75 FEET HIGH.  IT RUNS IN A NORTH AND SOUTH
 LW2432'DIRECTION.  THE STATION IS ABOUT 50 YARDS SOUTH OF THE HIGHEST
 LW2432'PART OF THE RIDGE.  THE HOUSE OF THE PARADISE FARM IS ABOUT 250
 LW2432'YARDS WEST AND THE PECKHAM BROTHERS STONE QUARRY IS ABOUT 150
 LW2432'YARDS NORTH.  THE MARK, NOTE 3, IS FLUSH WITH THE OUTCROPPING
 LW2432'BEDROCK AND IS NOT STAMPED.
 LW2432'
 LW2432'REFERENCE MARK NO. 1 IS 30.683 METERS SOUTH-SOUTHWEST OF THE
 LW2432'STATION.  THE MARK, NOTE 12A, IS FLUSH WITH THE OUTCROPPING
 LW2432'BEDROCK AND IS NOT STAMPED.
 LW2432'
 LW2432'REFERENCE MARK NO. 2 IS 7.613 METERS, NOT 7.65 METERS,
 LW2432'WEST-NORTHWEST OF THE STATION.
 LW2432'
 LW2432'MEASUREMENTS TO BOTH REFERENCE MARKS ARE HORIZONTAL AND THEY
 LW2432'ARE ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 LW2432'
 LW2432'THE AZIMUTH MARK IS THE NORTHWEST, RIGHT HAND ONE, OF FOUR
 LW2432'SPIRES ON THE TOWER OF THE ST. GEORGE SCHOOL.  IT IS ABOUT 0.7
 LW2432'MILE SOUTHWEST OF THE STATION.
 LW2432'
 LW2432'TO REACH THE STATION FROM NEWPORT DRIVE TO THE PECKHAM BROTHERS
 LW2432'STONE QUARRY, WHICH IS JUST SOUTH OF THE SACHUEST GOLF COURSE,
 LW2432'THEN WALK 150 YARDS SOUTH ON THE TOP OF THE ROCK TO THE STATION.
 LW2432'
 LW2432'A 14-FOOT STAND WAS BUILT OVER THIS STATION BUT A 4-FOOT STAND
 LW2432'WILL SEE ALL OTHER STATION.
 LW2432
 LW2432                          STATION RECOVERY (1943)
 LW2432
 LW2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2432'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 LW2432'REFERENCE MARKS ARE BATTERED AND DEVOID OF CONCRETE, BUT HAVE NOT
 LW2432'BEEN MOVED.
 LW2432
 LW2432                          STATION RECOVERY (1956)
 LW2432
 LW2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2432'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LW2432'GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 LW2432'FOLLOWING ADDITION--
 LW2432'
 LW2432'REFERENCE MARK 2 IS FLUSH WITH THE OUTCROPPING BEDROCK AND IS NOT
 LW2432'STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3515 ***********************************************************************
 LW3515  DESIGNATION -  PASCOAG
 LW3515  PID         -  LW3515
 LW3515  STATE/COUNTY-  RI/PROVIDENCE
 LW3515  USGS QUAD   -  CHEPACHET (1975)
 LW3515
 LW3515                         *CURRENT SURVEY CONTROL
 LW3515  ___________________________________________________________________
 LW3515* NAD 83(1996)-  41 57 47.68232(N)    071 41 45.90613(W)     ADJUSTED  
 LW3515* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 LW3515  ___________________________________________________________________
 LW3515  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 LW3515  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW3515
 LW3515  HORZ ORDER  -  SECOND
 LW3515
 LW3515.The horizontal coordinates were established by classical geodetic methods
 LW3515.and adjusted by the National Geodetic Survey in August 1998..
 LW3515
 LW3515.The orthometric height was scaled from a topographic map.
 LW3515
 LW3515.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3515
 LW3515.The geoid height was determined by GEOID03.
 LW3515
 LW3515;                    North         East     Units Scale Factor Converg.
 LW3515;SPC RI       -    97,744.541    83,744.958   MT  0.99999700   -0 07 52.0
 LW3515;SPC RI       -   320,683.55    274,753.25   sFT  0.99999700   -0 07 52.0
 LW3515;UTM  19      - 4,649,211.598   276,579.338   MT  1.00021427   -1 48 12.6
 LW3515
 LW3515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3515!SPC RI       -   0.99998600  x   0.99999700  =   0.99998300
 LW3515!UTM  19      -   0.99998600  x   1.00021427  =   1.00020027
 LW3515
 LW3515|---------------------------------------------------------------------|
 LW3515| PID    Reference Object                     Distance      Geod. Az  |
 LW3515|                                                           dddmmss.s |
 LW3515| CB7976 PASCOAG RM 1                         18.736 METERS 04143     |
 LW3515| LW3495 WOONSOCKET HILL FIRE TOWER          APPROX.11.9 KM 0820454.5 |
 LW3515| CB7977 PASCOAG RM 2                         39.603 METERS 17918     |
 LW3515| LW3514 PASCOAG FIRST BAP CH SPIRE          APPROX. 0.9 KM 2392722.0 |
 LW3515| LW3638 BUCK                                APPROX. 6.9 KM 2821126.6 |
 LW3515| LW3509 PASCOAG FULL GOSPEL CH SPIRE        APPROX. 1.1 KM 2863237.5 |
 LW3515| CB7978 PASCOAG RM 3                         21.927 METERS 29759     |
 LW3515|---------------------------------------------------------------------|
 LW3515
 LW3515                          SUPERSEDED SURVEY CONTROL
 LW3515
 LW3515  NAD 83(1996)-  41 57 47.68219(N)    071 41 45.90601(W) AD(       ) 2
 LW3515  NAD 83(1992)-  41 57 47.68149(N)    071 41 45.90511(W) AD(       ) 2
 LW3515  NAD 83(1992)-  41 57 47.68144(N)    071 41 45.90520(W) AD(       ) 2
 LW3515  NAD 83(1986)-  41 57 47.68201(N)    071 41 45.90392(W) AD(       ) 2
 LW3515  NAD 27      -  41 57 47.32878(N)    071 41 47.66019(W) AD(       ) 2
 LW3515
 LW3515.Superseded values are not recommended for survey control.
 LW3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3515.See file dsdata.txt to determine how the superseded data were derived.
 LW3515
 LW3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7657949212(NAD 83)
 LW3515_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3515_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3515+STABILITY: SURFACE MOTION
 LW3515
 LW3515  HISTORY     - Date     Condition        Report By
 LW3515  HISTORY     - 1937     MONUMENTED       CTGS
 LW3515  HISTORY     - 1955     SEE DESCRIPTION  USGS
 LW3515  HISTORY     - 1986     MARK NOT FOUND   RIGS
 LW3515
 LW3515                          STATION DESCRIPTION
 LW3515
 LW3515'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3515'ON A CEMETERY CROWNED HILL, IN THE EAST EDGE OF PASCOAG, ABOUT
 LW3515'50 FEET NORTH OF THE NORTH SHOULDER OF THE
 LW3515'PASCOAG-HARRISVILLE-MASONVILLE HIGHWAY (VICTORY HIGHWAY).  THE
 LW3515'STATION MARK IS A STANDARD DISK STAMPED PASCOAG-1937 SET IN A
 LW3515'SQUARE CONCRETE POST, THE TOP BEING FLUSH WITH THE GROUND.
 LW3515'
 LW3515'UNDERGROUND STATION MARK SET ABOUT 38 INCHES BELOW GROUND LEVEL,
 LW3515'A STANDARD DISK SET IN A BLOCK OF CONCRETE WITH 3 INCHES OF SAND
 LW3515'BETWEEN DISK AND SURFACE MONUMENT.
 LW3515'
 LW3515'TO REACH FROM THE TRAFFIC BLINKER AT THE PASCOAG POST OFFICE,
 LW3515'GO NORTHEAST ON THE MAIN STREET, 0.3 MILES TO Y.  BEAR RIGHT ON
 LW3515'ROAD TO HARRISVILLE AT SIGN HARRISVILLE, MASONVILLE, WOONSOCKET,
 LW3515'PROVIDENCE, AND GO 0.5 MILES (EAST) TO STATION ON LEFT (NORTH).
 LW3515'
 LW3515'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LW3515'DISKS SET IN CONCRETE, NOTES 1A, 7A, AND 11A.
 LW3515'
 LW3515'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED
 LW3515'PASCOAG-1937-NO. 1 SET IN A SQUARE CONCRETE POST, THE TOP BEING
 LW3515'FLUSH WITH THE GROUND.  IT IS 61.47 FEET NORTHEAST OF THE
 LW3515'STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED
 LW3515'PASCOAG-1937-NO. 2 SET IN A SQUARE CONCRETE POST, THE TOP BEING
 LW3515'FLUSH WITH THE GROUND.  IT IS 129.93 FEET SOUTH OF THE
 LW3515'STATION.  REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED
 LW3515'PASCOAG-1937-NO. 3 SET IN A SQUARE CONCRETE POST, THE TOP
 LW3515'BEING FLUSH WITH THE GROUND.  IT IS 71.94 FEET NORTHWEST OF
 LW3515'THE STATION.
 LW3515'
 LW3515'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LW3515
 LW3515                          STATION RECOVERY (1955)
 LW3515
 LW3515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LW3515'STATION MAY BE BURIED OR DESTROYED.  PLOTTED POSITION IS NOW
 LW3515'THE SITE OF A LARGE DUMP.
 LW3515
 LW3515                          STATION RECOVERY (1986)
 LW3515
 LW3515'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW3515'THE STATION NOT RECOVERED AT THIS DATE.
 LW3515'THE SITE WAS VISITED, AND AREA RESIDENTS WERE QUESTIONED.  THE AREA
 LW3515'WHICH THE STATION FORMERLY OCCUPIED WAS USED AS A LANDFILL IN THE
 LW3515'1950S AND PRESENTLY IS OCCUPIED BY A GARAGE AND REPAIR SHOP.  THE
 LW3515'STATION SITE HAS BEEN GRADED OVER AND FILLED NUMEROUS TIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3510 ***********************************************************************
 LW3510  DESIGNATION -  PASCOAG FIRE DIST STANDPIPE
 LW3510  PID         -  LW3510
 LW3510  STATE/COUNTY-  RI/PROVIDENCE
 LW3510  USGS QUAD   -  CHEPACHET (1975)
 LW3510
 LW3510                         *CURRENT SURVEY CONTROL
 LW3510  ___________________________________________________________________
 LW3510* NAD 83(1996)-  41 57 14.70075(N)    071 42 23.08231(W)     ADJUSTED  
 LW3510* NAVD 88     -                                                        
 LW3510  ___________________________________________________________________
 LW3510  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 LW3510  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW3510
 LW3510  HORZ ORDER  -  THIRD
 LW3510
 LW3510.The horizontal coordinates were established by classical geodetic methods
 LW3510.and adjusted by the National Geodetic Survey in August 1998..
 LW3510
 LW3510
 LW3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3510
 LW3510.The geoid height was determined by GEOID03.
 LW3510
 LW3510;                    North         East     Units Scale Factor Converg.
 LW3510;SPC RI       -    96,728.962    82,886.443   MT  0.99999735   -0 08 16.8
 LW3510;SPC RI       -   317,351.60    271,936.61   sFT  0.99999735   -0 08 16.8
 LW3510;SPC MA M     -   855,990.060   182,886.806   MT  0.99997376   -0 08 19.1
 LW3510;SPC MA M     - 2,808,360.72    600,021.13   sFT  0.99997376   -0 08 19.1
 LW3510;UTM  19      - 4,648,221.287   275,691.357   MT  1.00021916   -1 48 36.3
 LW3510
 LW3510                          SUPERSEDED SURVEY CONTROL
 LW3510
 LW3510  NAD 83(1996)-  41 57 14.70057(N)    071 42 23.08215(W) AD(       ) 4
 LW3510  NAD 83(1992)-  41 57 14.69984(N)    071 42 23.08136(W) AD(       ) 4
 LW3510  NAD 83(1992)-  41 57 14.69980(N)    071 42 23.08144(W) AD(       ) 4
 LW3510  NAD 83(1986)-  41 57 14.70021(N)    071 42 23.08036(W) AD(       ) 4
 LW3510  NAD 27      -  41 57 14.34691(N)    071 42 24.84109(W) AD(       ) 3
 LW3510
 LW3510.Superseded values are not recommended for survey control.
 LW3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3510.See file dsdata.txt to determine how the superseded data were derived.
 LW3510
 LW3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7569148221(NAD 83)
 LW3510
 LW3510  HISTORY     - Date     Condition        Report By
 LW3510  HISTORY     - 1968     MONUMENTED       CGS
 LW3510
 LW3510                          STATION DESCRIPTION
 LW3510
 LW3510'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3510'THE STATION, PASCOAG FIRE DISTRICT STANDPIPE, IS THE TOP CENTER
 LW3510'OF THE CYLINDRICAL STANDPIPE WHICH IS ABOUT 75 FEET IN HEIGHT.
 LW3510'
 LW3510'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 100 AND
 LW3510'HIGH STREET IN THE NORTHWEST PART OF PASCOAG, GO WEST ON HIGH
 LW3510'STREET FOR 0.1 MILE TO BROAD STREET.  TURN LEFT AND GO SOUTH ON
 LW3510'BROAD STREET FOR 0.1 MILE TO THE STATION ON THE RIGHT ON TOP
 LW3510'OF A SMALL HILL.
 LW3510'
 LW3510'THE STANDPIPE IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3514 ***********************************************************************
 LW3514  DESIGNATION -  PASCOAG FIRST BAP CH SPIRE
 LW3514  PID         -  LW3514
 LW3514  STATE/COUNTY-  RI/PROVIDENCE
 LW3514  USGS QUAD   -  CHEPACHET (1975)
 LW3514
 LW3514                         *CURRENT SURVEY CONTROL
 LW3514  ___________________________________________________________________
 LW3514* NAD 83(1996)-  41 57 32.17036(N)    071 42 21.12271(W)     ADJUSTED  
 LW3514* NAVD 88     -                                                        
 LW3514  ___________________________________________________________________
 LW3514  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 LW3514  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW3514
 LW3514  HORZ ORDER  -  THIRD
 LW3514
 LW3514.The horizontal coordinates were established by classical geodetic methods
 LW3514.and adjusted by the National Geodetic Survey in August 1998..
 LW3514
 LW3514
 LW3514.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3514
 LW3514.The geoid height was determined by GEOID03.
 LW3514
 LW3514;                    North         East     Units Scale Factor Converg.
 LW3514;SPC RI       -    97,267.848    82,932.869   MT  0.99999733   -0 08 15.5
 LW3514;SPC RI       -   319,119.60    272,088.92   sFT  0.99999733   -0 08 15.5
 LW3514;SPC MA M     -   856,528.933   182,933.237   MT  0.99997340   -0 08 17.8
 LW3514;SPC MA M     - 2,810,128.67    600,173.46   sFT  0.99997340   -0 08 17.8
 LW3514;UTM  19      - 4,648,758.708   275,753.502   MT  1.00021882   -1 48 35.6
 LW3514
 LW3514                          SUPERSEDED SURVEY CONTROL
 LW3514
 LW3514  NAD 83(1996)-  41 57 32.17022(N)    071 42 21.12259(W) AD(       ) 4
 LW3514  NAD 83(1992)-  41 57 32.16951(N)    071 42 21.12176(W) AD(       ) 4
 LW3514  NAD 83(1992)-  41 57 32.16947(N)    071 42 21.12184(W) AD(       ) 4
 LW3514  NAD 83(1986)-  41 57 32.16993(N)    071 42 21.12078(W) AD(       ) 4
 LW3514  NAD 27      -  41 57 31.81654(N)    071 42 22.87274(W) AD(       ) 3
 LW3514
 LW3514.Superseded values are not recommended for survey control.
 LW3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3514.See file dsdata.txt to determine how the superseded data were derived.
 LW3514
 LW3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7575448759(NAD 83)
 LW3514
 LW3514  HISTORY     - Date     Condition        Report By
 LW3514  HISTORY     - 1937     MONUMENTED       CTGS
 LW3514  HISTORY     - 1988     POOR             USPSQD
 LW3514
 LW3514                          STATION DESCRIPTION
 LW3514
 LW3514'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3514'ON THE RIGHT HAND SIDE OF THE WALLAM LAKE ROAD ABOUT 0.1 MILE
 LW3514'FROM THE CENTER OF PASCOAG, A SPIRE ABOUT 120 FEET ABOVE THE
 LW3514'GROUND WITH A GREY SLATE ROOF, A WHITE BELFRY AND A WEATHER VANE
 LW3514'ON TOP.  THE POINT OBSERVED ON WAS THE TOP OF THE WEATHER VANE
 LW3514'ON TOP OF THE SPIRE.  IT WAS OBSERVED FROM STATIONS, PASCOAG,
 LW3514'BUCK, HOPKINS, AND HERRING.
 LW3514
 LW3514                          STATION RECOVERY (1988)
 LW3514
 LW3514'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW3514'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3509 ***********************************************************************
 LW3509  DESIGNATION -  PASCOAG FULL GOSPEL CH SPIRE
 LW3509  PID         -  LW3509
 LW3509  STATE/COUNTY-  RI/PROVIDENCE
 LW3509  USGS QUAD   -  CHEPACHET (1975)
 LW3509
 LW3509                         *CURRENT SURVEY CONTROL
 LW3509  ___________________________________________________________________
 LW3509* NAD 83(1996)-  41 57 57.71684(N)    071 42 31.18156(W)     ADJUSTED  
 LW3509* NAVD 88     -                                                        
 LW3509  ___________________________________________________________________
 LW3509  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 LW3509  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW3509
 LW3509  HORZ ORDER  -  THIRD
 LW3509
 LW3509.The horizontal coordinates were established by classical geodetic methods
 LW3509.and adjusted by the National Geodetic Survey in August 1998..
 LW3509
 LW3509
 LW3509.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3509
 LW3509.The geoid height was determined by GEOID03.
 LW3509
 LW3509;                    North         East     Units Scale Factor Converg.
 LW3509;SPC RI       -    98,056.602    82,703.145   MT  0.99999743   -0 08 22.3
 LW3509;SPC RI       -   321,707.37    271,335.23   sFT  0.99999743   -0 08 22.3
 LW3509;SPC MA M     -   857,317.670   182,703.527   MT  0.99997289   -0 08 24.6
 LW3509;SPC MA M     - 2,812,716.39    599,419.82   sFT  0.99997289   -0 08 24.6
 LW3509;UTM  19      - 4,649,554.006   275,546.849   MT  1.00021996   -1 48 43.2
 LW3509
 LW3509                          SUPERSEDED SURVEY CONTROL
 LW3509
 LW3509  NAD 83(1996)-  41 57 57.71669(N)    071 42 31.18133(W) AD(       ) 4
 LW3509  NAD 83(1992)-  41 57 57.71598(N)    071 42 31.18032(W) AD(       ) 4
 LW3509  NAD 83(1992)-  41 57 57.71594(N)    071 42 31.18046(W) AD(       ) 4
 LW3509  NAD 83(1986)-  41 57 57.71618(N)    071 42 31.17767(W) AD(       ) 4
 LW3509  NAD 27      -  41 57 57.36572(N)    071 42 32.94517(W) AD(       ) 3
 LW3509
 LW3509.Superseded values are not recommended for survey control.
 LW3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3509.See file dsdata.txt to determine how the superseded data were derived.
 LW3509
 LW3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7554749554(NAD 83)
 LW3509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3509+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 LW3509
 LW3509  HISTORY     - Date     Condition        Report By
 LW3509  HISTORY     - 1937     MONUMENTED       CTGS
 LW3509  HISTORY     - 1988     GOOD             USPSQD
 LW3509  HISTORY     - 20040424 GOOD             GEOCAC
 LW3509
 LW3509                          STATION DESCRIPTION
 LW3509
 LW3509'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3509'AT THE INTERSECTION OF LAUREL HILL AND HOWARD AVENUES, IN THE
 LW3509'CENTER OF PASCOAG, 0.1 MILE EAST OF THE WALLAM LAKE ROAD, IS A
 LW3509'BROWN FRAME CHURCH WITH A GREY SPIRE ABOUT 80 FEET ABOVE THE
 LW3509'GROUND.  BELOW THE SPIRE IS A CLOCK AND AN OPEN BELFRY.  THE
 LW3509'POINT OBSERVED ON WAS THE TOP OF THE SPIRE.  IT WAS OBSERVED
 LW3509'FROM STATIONS, BUCK AND PASCOAG.
 LW3509
 LW3509                          STATION RECOVERY (1988)
 LW3509
 LW3509'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW3509'RECOVERED IN GOOD CONDITION.
 LW3509
 LW3509                          STATION RECOVERY (2004)
 LW3509
 LW3509'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW3509'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2353 ***********************************************************************
 LW2353  DESIGNATION -  PAT 1913
 LW2353  PID         -  LW2353
 LW2353  STATE/COUNTY-  RI/NEWPORT
 LW2353  USGS QUAD   -  BRISTOL (1975)
 LW2353
 LW2353                         *CURRENT SURVEY CONTROL
 LW2353  ___________________________________________________________________
 LW2353* NAD 83(1996)-  41 39 06.78302(N)    071 21 43.84161(W)     ADJUSTED  
 LW2353* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW2353  ___________________________________________________________________
 LW2353  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 LW2353  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2353
 LW2353  HORZ ORDER  -  THIRD
 LW2353
 LW2353.The horizontal coordinates were established by classical geodetic methods
 LW2353.and adjusted by the National Geodetic Survey in August 1998..
 LW2353
 LW2353.The orthometric height was scaled from a topographic map.
 LW2353
 LW2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2353
 LW2353.The geoid height was determined by GEOID03.
 LW2353
 LW2353;                    North         East     Units Scale Factor Converg.
 LW2353;SPC RI       -    63,152.619   111,480.592   MT  0.99999537   +0 05 29.7
 LW2353;SPC RI       -   207,193.22    365,749.24   sFT  0.99999537   +0 05 29.7
 LW2353;UTM  19      - 4,613,822.103   303,300.799   MT  1.00007614   -1 34 13.5
 LW2353
 LW2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2353!SPC RI       -   1.00000347  x   0.99999537  =   0.99999884
 LW2353!UTM  19      -   1.00000347  x   1.00007614  =   1.00007961
 LW2353
 LW2353                          SUPERSEDED SURVEY CONTROL
 LW2353
 LW2353  NAD 83(1996)-  41 39 06.78268(N)    071 21 43.84144(W) AD(       ) 3
 LW2353  NAD 83(1992)-  41 39 06.78139(N)    071 21 43.84068(W) AD(       ) 3
 LW2353  NAD 83(1992)-  41 39 06.78090(N)    071 21 43.84067(W) AD(       ) 3
 LW2353  NAD 83(1986)-  41 39 06.78123(N)    071 21 43.83974(W) AD(       ) 3
 LW2353  NAD 27      -  41 39 06.42200(N)    071 21 45.65600(W) AD(       ) 3
 LW2353
 LW2353.Superseded values are not recommended for survey control.
 LW2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2353.See file dsdata.txt to determine how the superseded data were derived.
 LW2353
 LW2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0330113822(NAD 83)
 LW2353
 LW2353  HISTORY     - Date     Condition        Report By
 LW2353  HISTORY     - 1913     MONUMENTED       CGS
 LW2353  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2353  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2353  HISTORY     - 1962     SEE DESCRIPTION  AEROS
 LW2353
 LW2353                          STATION DESCRIPTION
 LW2353
 LW2353'DESCRIBED BY US ENGINEERS 1916
 LW2353'STATION IS ON THE SW SIDE OF PATIENCE ISLAND, NARRAGANSETT BAY,
 LW2353'ABOUT 100 FEET FROM THE EDGE OF A 20-FOOT BLUFF AND 50 FEET ABOUT
 LW2353'SSW FROM THE JUNCTION OF TWO STONE FENCES.  THE STATION IS MARKED
 LW2353'BY A HOLE IN THE CENTER OF A TRIANGLE CUT IN THE TOP OF A SQUARE
 LW2353'CONCRETE POST AND SURROUNDED BY THE INSCRIPTION 1913 C. AND
 LW2353'G.S.  THE SUBSURFACE MARK, AN IRON NAIL WITH THE POINT
 LW2353'PROJECTING ABOVE THE CONCRETE AS DESCRIBED IN NOTE 7C, HAS A
 LW2353'SIMILAR INSCRIPTION.  THREE REFERENCE MARKS, A CROSS, A
 LW2353'TRIANGLE, AND A SQUARE, CUT ON OUTCROPPING BOULDERS, ARE,
 LW2353'RESPECTIVELY, 6.10 METERS (20.0 FEET) SW BY W, 12.56 METERS
 LW2353'(41.2 FEET) SW BY W, AND 12.86 METERS (42.2 FEET) NNW FROM THE
 LW2353'STATION.
 LW2353
 LW2353                          STATION RECOVERY (1956)
 LW2353
 LW2353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2353'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 LW2353'CONDITION.  THE 1916 RECOVERY NOTE IS INADEQUATE.  A NEW
 LW2353'DESCRIPTION FOLLOWS--
 LW2353'
 LW2353'LOCATED ON THE SW SIDE OF PATIENCE ISLAND, ABOUT 900 FT. NW OF
 LW2353'ITS S TIP, ABOUT 100 FT. E OF THE BLUFF, 50 FT. S-SW OF THE
 LW2353'INTERSECTION OF TWO ROCK FENCES.  IT IS MARKED BY A 1/2-IN. DRILL
 LW2353'HOLE IN THE CENTER OF A TRIANGLE ON THE TOP OF A CONCRETE POST SET
 LW2353'FLUSH WITH THE GROUND.  THE INSCRIPTION 1913 C AND GS IS FAINTLY
 LW2353'VISIBLE ON ITS SURFACE.
 LW2353'
 LW2353'A REFERENCE MARK 12.56 M. SW IS A 1/2-IN. DRILL HOLE IN A
 LW2353'TRIANGLE ON THE TOP OF A BOULDER FLUSH WITH THE GROUND.
 LW2353'
 LW2353'A REFERENCE MARK 6.1 M. SW IS A 1/2-IN. DRILL HOLE IN THE CENTER
 LW2353'OF A CROSS ON TOP OF A BOULDER AND FLUSH WITH THE GROUND.
 LW2353
 LW2353                          STATION RECOVERY (1962)
 LW2353
 LW2353'RECOVERY NOTE BY AERO SERVICE CORPORATION 1962 (MH)
 LW2353'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2326 ***********************************************************************
 LW2326  DESIGNATION -  PATIENCE
 LW2326  PID         -  LW2326
 LW2326  STATE/COUNTY-  RI/NEWPORT
 LW2326  USGS QUAD   -  BRISTOL (1975)
 LW2326
 LW2326                         *CURRENT SURVEY CONTROL
 LW2326  ___________________________________________________________________
 LW2326* NAD 83(1996)-  41 39 33.29807(N)    071 21 22.85148(W)     ADJUSTED  
 LW2326* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LW2326  ___________________________________________________________________
 LW2326  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 LW2326  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW2326
 LW2326  HORZ ORDER  -  SECOND
 LW2326
 LW2326.The horizontal coordinates were established by classical geodetic methods
 LW2326.and adjusted by the National Geodetic Survey in August 1998..
 LW2326
 LW2326.The orthometric height was scaled from a topographic map.
 LW2326
 LW2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2326
 LW2326.The geoid height was determined by GEOID03.
 LW2326
 LW2326;                    North         East     Units Scale Factor Converg.
 LW2326;SPC RI       -    63,971.445   111,964.919   MT  0.99999551   +0 05 43.7
 LW2326;SPC RI       -   209,879.65    367,338.24   sFT  0.99999551   +0 05 43.7
 LW2326;UTM  19      - 4,614,626.600   303,808.713   MT  1.00007369   -1 34 00.3
 LW2326
 LW2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2326!SPC RI       -   1.00000299  x   0.99999551  =   0.99999850
 LW2326!UTM  19      -   1.00000299  x   1.00007369  =   1.00007668
 LW2326
 LW2326:                Primary Azimuth Mark                     Grid Az
 LW2326:SPC RI       -  BELL 1913                                277 34 11.3
 LW2326:UTM  19      -  BELL 1913                                279 13 55.3
 LW2326
 LW2326|---------------------------------------------------------------------|
 LW2326| PID    Reference Object                     Distance      Geod. Az  |
 LW2326|                                                           dddmmss.s |
 LW2326| LW2364 BELL 1913                           APPROX. 0.8 KM 2773955.0 |
 LW2326| LW2561 WARWICK LIGHTHOUSE                  APPROX. 2.0 KM 2952155.9 |
 LW2326| LW2339 WINDMILL                            APPROX. 2.2 KM 3182750.1 |
 LW2326|---------------------------------------------------------------------|
 LW2326
 LW2326                          SUPERSEDED SURVEY CONTROL
 LW2326
 LW2326  NAD 83(1996)-  41 39 33.29776(N)    071 21 22.85131(W) AD(       ) 2
 LW2326  NAD 83(1992)-  41 39 33.29644(N)    071 21 22.85053(W) AD(       ) 2
 LW2326  NAD 83(1992)-  41 39 33.29600(N)    071 21 22.85056(W) AD(       ) 2
 LW2326  NAD 83(1986)-  41 39 33.29639(N)    071 21 22.84962(W) AD(       ) 2
 LW2326  NAD 27      -  41 39 32.92900(N)    071 21 24.66900(W) AD(       ) 2
 LW2326
 LW2326.Superseded values are not recommended for survey control.
 LW2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2326.See file dsdata.txt to determine how the superseded data were derived.
 LW2326
 LW2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0380914627(NAD 83)
 LW2326
 LW2326  HISTORY     - Date     Condition        Report By
 LW2326  HISTORY     - 1843     MONUMENTED       CGS
 LW2326  HISTORY     - 1918     SEE DESCRIPTION  USE
 LW2326  HISTORY     - 1962     SEE DESCRIPTION  AEROS
 LW2326
 LW2326                          STATION DESCRIPTION
 LW2326
 LW2326'DESCRIBED BY US ENGINEERS 1918
 LW2326'STATION IS ON THE SUMMIT OF A SMALL HILL AT THE NE CORNER OF
 LW2326'PATIENCE ISLAND IN NARRAGANSETT BAY, AND ABOUT 1-1/4 MILES SE
 LW2326'1/2 E OF WARWICK LIGHTHOUSE.  THE STATION IS MARKED BY THE
 LW2326'PROJECTING POINT OF A NAIL SURROUNDED BY A TRIANGLE IN THE TOP OF
 LW2326'A CONCRETE POST 8 INCHES SQUARE AND 22 INCHES LONG, WHICH
 LW2326'PROJECTS SLIGHTLY ABOVE THE GROUND.  THE UNDERGROUND MARK IS THE
 LW2326'SAME AS THE SURFACE MARK, EXCEPT THAT THE POST IS ONLY 12
 LW2326'INCHES LONG AND IS BURIED TO A DEPTH OF 2 FEET.  THE STATION
 LW2326'MARK BEARS THE INSCRIPTION 1913 C. AND G.S.  TWO REFERENCE
 LW2326'MARKS, EACH A DRILLED HOLE AND ARROW CUT IN A ROCK, ARE,
 LW2326'RESPECTIVELY, 17.56 METERS (57.6 FEET) NW BY N AND 8.40
 LW2326'METERS (27.55 FEET) S BY W FROM THE STATION.  THE ARROWS
 LW2326'POINT TOWARD THE STATION.
 LW2326
 LW2326                          STATION RECOVERY (1962)
 LW2326
 LW2326'RECOVERY NOTE BY AERO SERVICE CORPORATION 1962 (MH)
 LW2326'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2328 ***********************************************************************
 LW2328  DESIGNATION -  PATIENCE ISLAND WATER TOWER
 LW2328  PID         -  LW2328
 LW2328  STATE/COUNTY-  RI/NEWPORT
 LW2328  USGS QUAD   -  BRISTOL (1975)
 LW2328
 LW2328                         *CURRENT SURVEY CONTROL
 LW2328  ___________________________________________________________________
 LW2328* NAD 83(1996)-  41 39 27.34645(N)    071 21 31.27075(W)     ADJUSTED  
 LW2328* NAVD 88     -                                                        
 LW2328  ___________________________________________________________________
 LW2328  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 LW2328  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW2328
 LW2328  HORZ ORDER  -  THIRD
 LW2328
 LW2328.The horizontal coordinates were established by classical geodetic methods
 LW2328.and adjusted by the National Geodetic Survey in August 1998..
 LW2328
 LW2328
 LW2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2328
 LW2328.The geoid height was determined by GEOID03.
 LW2328
 LW2328;                    North         East     Units Scale Factor Converg.
 LW2328;SPC RI       -    63,787.506   111,770.429   MT  0.99999545   +0 05 38.1
 LW2328;SPC RI       -   209,276.18    366,700.15   sFT  0.99999545   +0 05 38.1
 LW2328;UTM  19      - 4,614,448.366   303,608.954   MT  1.00007465   -1 34 05.8
 LW2328
 LW2328                          SUPERSEDED SURVEY CONTROL
 LW2328
 LW2328  NAD 83(1996)-  41 39 27.34613(N)    071 21 31.27059(W) AD(       ) 4
 LW2328  NAD 83(1992)-  41 39 27.34483(N)    071 21 31.26980(W) AD(       ) 4
 LW2328  NAD 83(1992)-  41 39 27.34437(N)    071 21 31.26980(W) AD(       ) 4
 LW2328  NAD 83(1986)-  41 39 27.34482(N)    071 21 31.26882(W) AD(       ) 4
 LW2328  NAD 27      -  41 39 26.96700(N)    071 21 33.09700(W) AD(       ) 3
 LW2328
 LW2328.Superseded values are not recommended for survey control.
 LW2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2328.See file dsdata.txt to determine how the superseded data were derived.
 LW2328
 LW2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0360914448(NAD 83)
 LW2328
 LW2328  HISTORY     - Date     Condition        Report By
 LW2328  HISTORY     - UNK      MONUMENTED
 LW2328  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2328
 LW2328                          STATION DESCRIPTION
 LW2328
 LW2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2328'STATION DESTROYED.  THERE IS NO LONGER A WATER TOWER OF ANY
 LW2328'TYPE ON PATIENCE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3020 ***********************************************************************
 LW3020  DESIGNATION -  PAUG
 LW3020  PID         -  LW3020
 LW3020  STATE/COUNTY-  RI/WASHINGTON
 LW3020  USGS QUAD   -  KINGSTON (1975)
 LW3020
 LW3020                         *CURRENT SURVEY CONTROL
 LW3020  ___________________________________________________________________
 LW3020* NAD 83(1996)-  41 29 10.36404(N)    071 35 03.24097(W)     ADJUSTED  
 LW3020* NAVD 88     -        61.4    (meters)     201.     (feet)  VERTCON   
 LW3020  ___________________________________________________________________
 LW3020  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 LW3020  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW3020
 LW3020  HORZ ORDER  -  FIRST
 LW3020
 LW3020.The horizontal coordinates were established by classical geodetic methods
 LW3020.and adjusted by the National Geodetic Survey in August 1998..
 LW3020
 LW3020.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3020
 LW3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3020
 LW3020.The geoid height was determined by GEOID03.
 LW3020
 LW3020;                    North         East     Units Scale Factor Converg.
 LW3020;SPC RI       -    44,746.642    92,965.369   MT  0.99999436   -0 03 20.9
 LW3020;SPC RI       -   146,806.27    305,003.88   sFT  0.99999436   -0 03 20.9
 LW3020;UTM  19      - 4,595,957.687   284,257.879   MT  1.00017283   -1 42 45.2
 LW3020
 LW3020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3020!SPC RI       -   0.99999512  x   0.99999436  =   0.99998948
 LW3020!UTM  19      -   0.99999512  x   1.00017283  =   1.00016795
 LW3020
 LW3020|---------------------------------------------------------------------|
 LW3020| PID    Reference Object                     Distance      Geod. Az  |
 LW3020|                                                           dddmmss.s |
 LW3020| CB7984 PAUG RM 1                            21.055 METERS 01427     |
 LW3020| LW3031 KINGSTON UNIV OF RI TANK            APPROX. 4.9 KM 0875328.5 |
 LW3020| LW3010 KINGSTON CONG CH SPIRE              APPROX. 4.9 KM 0974343.2 |
 LW3020| CB7985 PAUG RM 2                            18.449 METERS 16726     |
 LW3020| LW3089 KENYON PIECE DYEWORKS INC TANK      APPROX. 5.6 KM 2183134.0 |
 LW3020| LW3092 SHANNOCK                            APPROX. 5.2 KM 2394325.4 |
 LW3020| CB7986 PAUG RM 3                            94.150 METERS 35023     |
 LW3020|---------------------------------------------------------------------|
 LW3020
 LW3020                          SUPERSEDED SURVEY CONTROL
 LW3020
 LW3020  NAD 83(1996)-  41 29 10.36292(N)    071 35 03.24020(W) AD(       ) 1
 LW3020  NAD 83(1992)-  41 29 10.36267(N)    071 35 03.24022(W) AD(       ) 1
 LW3020  NAD 83(1992)-  41 29 10.36170(N)    071 35 03.24033(W) AD(       ) 1
 LW3020  NAD 83(1986)-  41 29 10.36156(N)    071 35 03.24019(W) AD(       ) 1
 LW3020  NAD 27      -  41 29 09.99896(N)    071 35 05.01645(W) AD(       ) 1
 LW3020  NGVD 29 (07/19/86)   61.7    (m)          202.     (f) VERT ANG       
 LW3020
 LW3020.Superseded values are not recommended for survey control.
 LW3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3020.See file dsdata.txt to determine how the superseded data were derived.
 LW3020
 LW3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8425895958(NAD 83)
 LW3020_MARKER: DS = TRIANGULATION STATION DISK
 LW3020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3020+STABILITY: SURFACE MOTION
 LW3020
 LW3020  HISTORY     - Date     Condition        Report By
 LW3020  HISTORY     - 1969     MONUMENTED       CGS
 LW3020  HISTORY     - 19940901 GOOD             USPSQD
 LW3020  HISTORY     - 19971001 GOOD             USPSQD
 LW3020  HISTORY     - 20011017 GOOD             USPSQD
 LW3020  HISTORY     - 20060703 GOOD             USPSQD
 LW3020
 LW3020                          STATION DESCRIPTION
 LW3020
 LW3020'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3020'STATION IS LOCATED ABOUT 14-1/2 MILES WEST OF NEWPORT, 14-1/2
 LW3020'MILES NORTHWEST OF WESTERLY, 6-1/2 MILES EAST-SOUTHEAST OF
 LW3020'HOPE VALLEY, 1-1/2 MILES WEST OF WEST KINGSTON, 3/4 MILE SOUTHWEST
 LW3020'OF THE JUNCTION OF STATE HIGHWAYS 2 AND 138, ON THE WEST SIDE OF
 LW3020'STATE HIGHWAY 2 AND ON PROPERTY OWNED BY MR. JOHN J. SCUNCIO.
 LW3020'
 LW3020'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2
 LW3020'AND 138 ABOUT 3 MILES WEST-NORTHWEST OF KINGSTON, GO SOUTHWEST ON
 LW3020'STATE HIGHWAY 2 FOR 0.75 MILE TO THE SUMMIT OF HILL, A DRIVEWAY
 LW3020'AND MAIL BOX WITH NAME J.J. SCUNCIO ON RIGHT AND STATION AS
 LW3020'DESCRIBED.
 LW3020'
 LW3020'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 LW3020'
 LW3020'STATION MARK, STAMPED PAUG 1969, PROJECTS ABOUT 3 INCHES.  IT IS
 LW3020'47.5 FEET SOUTHWEST OF CENTER OF DRIVEWAY, 137 FEET NORTHWEST
 LW3020'OF CENTER OF STATE HIGHWAY 2, 45 FEET NORTHEAST OF POWER POLE
 LW3020'6250 AND 10.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 LW3020'
 LW3020'RM 1, STAMPED PAUG NO 1 1969, PROJECTS ABOUT 2 INCHES.  IT IS
 LW3020'169 FEET NORTHWEST OF CENTER OF STATE HIGHWAY 2, 19 FEET SOUTH
 LW3020'OF A TRIPLE TRUNK TREE AND 12 FEET NORTHEAST OF CENTER OF DRIVEWAY.
 LW3020'
 LW3020'RM 2, STAMPED PAUG NO 2 1969, PROJECTS ABOUT 1 FOOT.  IT IS
 LW3020'78 FEET NORTHWEST OF CENTER OF STATE HIGHWAY 2, 29 FEET
 LW3020'SOUTHEAST OF THE POWER POLE 6250, 9 FEET NORTH OF CENTER OF
 LW3020'GROUND DEPRESSION AND 1.9 FEET EAST OF A METAL WITNESS POST.
 LW3020'
 LW3020'RM 3, STAMPED PAUG NO 3 1969, IS SET FLUSH.  IT IS 23.5 FEET
 LW3020'NORTHEAST OF THE EAST CORNER OF CAR PORT, 22.5 FEET EAST OF THE
 LW3020'NORTH CORNER OF CAR PORT AND 4.3 FEET EAST-SOUTHEAST OF AN 8-INCH
 LW3020'TREE.
 LW3020'
 LW3020'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW3020
 LW3020                          STATION RECOVERY (1994)
 LW3020
 LW3020'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3020'RECOVERED IN GOOD CONDITION.
 LW3020
 LW3020                          STATION RECOVERY (1997)
 LW3020
 LW3020'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW3020'RECOVERED IN GOOD CONDITION.
 LW3020
 LW3020                          STATION RECOVERY (2001)
 LW3020
 LW3020'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW3020'RECOVERED IN GOOD CONDITION.
 LW3020
 LW3020                          STATION RECOVERY (2006)
 LW3020
 LW3020'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW3020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2742 ***********************************************************************
 LW2742  DESIGNATION -  PAWTUCKET CITY HALL TOWER
 LW2742  PID         -  LW2742
 LW2742  STATE/COUNTY-  RI/PROVIDENCE
 LW2742  USGS QUAD   -  PAWTUCKET (1975)
 LW2742
 LW2742                         *CURRENT SURVEY CONTROL
 LW2742  ___________________________________________________________________
 LW2742* NAD 83(1996)-  41 52 44.24476(N)    071 22 55.60817(W)     ADJUSTED  
 LW2742* NAVD 88     -                                                        
 LW2742  ___________________________________________________________________
 LW2742  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW2742  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LW2742
 LW2742  HORZ ORDER  -  THIRD
 LW2742
 LW2742.The horizontal coordinates were established by classical geodetic methods
 LW2742.and adjusted by the National Geodetic Survey in August 1998..
 LW2742
 LW2742
 LW2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2742
 LW2742.The geoid height was determined by GEOID03.
 LW2742
 LW2742;                    North         East     Units Scale Factor Converg.
 LW2742;SPC RI       -    88,370.682   109,785.424   MT  0.99999493   +0 04 43.3
 LW2742;SPC RI       -   289,929.48    360,187.68   sFT  0.99999493   +0 04 43.3
 LW2742;SPC MA M     -   847,631.865   209,785.287   MT  0.99998022   +0 04 45.1
 LW2742;SPC MA M     - 2,780,938.88    688,270.56   sFT  0.99998022   +0 04 45.1
 LW2742;UTM  19      - 4,639,080.889   302,339.308   MT  1.00008079   -1 35 26.6
 LW2742
 LW2742                          SUPERSEDED SURVEY CONTROL
 LW2742
 LW2742  NAD 83(1996)-  41 52 44.24474(N)    071 22 55.60811(W) AD(       ) 4
 LW2742  NAD 83(1992)-  41 52 44.24323(N)    071 22 55.60732(W) AD(       ) 4
 LW2742  NAD 83(1992)-  41 52 44.24320(N)    071 22 55.60730(W) AD(       ) 4
 LW2742  NAD 83(1986)-  41 52 44.24171(N)    071 22 55.60663(W) AD(       ) 4
 LW2742  NAD 27      -  41 52 43.88231(N)    071 22 57.40350(W) AD(       ) 3
 LW2742
 LW2742.Superseded values are not recommended for survey control.
 LW2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2742.See file dsdata.txt to determine how the superseded data were derived.
 LW2742
 LW2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0233939081(NAD 83)
 LW2742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2742+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW2742
 LW2742  HISTORY     - Date     Condition        Report By
 LW2742  HISTORY     - 1968     MONUMENTED       CGS
 LW2742  HISTORY     - 19991231 GOOD             USPSQD
 LW2742  HISTORY     - 20040816 GOOD             GEOCAC
 LW2742
 LW2742                          STATION DESCRIPTION
 LW2742
 LW2742'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2742'THE STATION, PAWTUCKET CITY HALL TOWER, IS THE TOP CENTER OF A
 LW2742'SHORT STEEL ROD ATOP THE CITY HALL TOWER.  IT IS ABOUT 125 FEET
 LW2742'IN HEIGHT.
 LW2742'
 LW2742'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF EXCHANGE
 LW2742'STREET AND ROOSEVELT AVENUE IN CENTER OF PAWTUCKET.
 LW2742
 LW2742                          STATION RECOVERY (1999)
 LW2742
 LW2742'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW2742'RECOVERED IN GOOD CONDITION.
 LW2742
 LW2742                          STATION RECOVERY (2004)
 LW2742
 LW2742'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2738 ***********************************************************************
 LW2738  DESIGNATION -  PAWTUCKET CONG CH CLOCK TOWER
 LW2738  PID         -  LW2738
 LW2738  STATE/COUNTY-  RI/PROVIDENCE
 LW2738  USGS QUAD   -  PAWTUCKET (1975)
 LW2738
 LW2738                         *CURRENT SURVEY CONTROL
 LW2738  ___________________________________________________________________
 LW2738* NAD 83(1996)-  41 52 35.91400(N)    071 22 51.94766(W)     ADJUSTED  
 LW2738* NAVD 88     -                                                        
 LW2738  ___________________________________________________________________
 LW2738  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW2738  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LW2738
 LW2738  HORZ ORDER  -  THIRD
 LW2738
 LW2738.The horizontal coordinates were established by classical geodetic methods
 LW2738.and adjusted by the National Geodetic Survey in August 1998..
 LW2738
 LW2738
 LW2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2738
 LW2738.The geoid height was determined by GEOID03.
 LW2738
 LW2738;                    North         East     Units Scale Factor Converg.
 LW2738;SPC RI       -    88,113.771   109,870.182   MT  0.99999495   +0 04 45.7
 LW2738;SPC RI       -   289,086.60    360,465.76   sFT  0.99999495   +0 04 45.7
 LW2738;SPC MA M     -   847,374.958   209,870.047   MT  0.99998045   +0 04 47.5
 LW2738;SPC MA M     - 2,780,096.01    688,548.65   sFT  0.99998045   +0 04 47.5
 LW2738;UTM  19      - 4,638,821.596   302,416.553   MT  1.00008041   -1 35 23.9
 LW2738
 LW2738                          SUPERSEDED SURVEY CONTROL
 LW2738
 LW2738  NAD 83(1996)-  41 52 35.91394(N)    071 22 51.94762(W) AD(       ) 4
 LW2738  NAD 83(1992)-  41 52 35.91250(N)    071 22 51.94679(W) AD(       ) 4
 LW2738  NAD 83(1992)-  41 52 35.91244(N)    071 22 51.94679(W) AD(       ) 4
 LW2738  NAD 83(1986)-  41 52 35.91107(N)    071 22 51.94606(W) AD(       ) 4
 LW2738  NAD 27      -  41 52 35.55279(N)    071 22 53.74237(W) AD(       ) 3
 LW2738
 LW2738.Superseded values are not recommended for survey control.
 LW2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2738.See file dsdata.txt to determine how the superseded data were derived.
 LW2738
 LW2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0241738822(NAD 83)
 LW2738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2738+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 LW2738
 LW2738  HISTORY     - Date     Condition        Report By
 LW2738  HISTORY     - 1968     MONUMENTED       CGS
 LW2738  HISTORY     - 20050504 GOOD             USPSQD
 LW2738
 LW2738                          STATION DESCRIPTION
 LW2738
 LW2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2738'THE STATION, PAWTUCKET CONGREGATIONAL CHURCH CLOCK TOWER, IS THE
 LW2738'TOP CENTER OF THE CLOCK TOWER AND IS ABOUT 90 FEET IN HEIGHT.
 LW2738'
 LW2738'THE STATION IS LOCATED IN NORTHEAST CORNER OF BROADWAY STREET
 LW2738'AND WALCOTT STREET IN EAST PART OF PAWTUCKET.
 LW2738
 LW2738                          STATION RECOVERY (2005)
 LW2738
 LW2738'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW2738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2735 ***********************************************************************
 LW2735  DESIGNATION -  PAWTUCKET CONG CH SPIRE
 LW2735  PID         -  LW2735
 LW2735  STATE/COUNTY-  RI/PROVIDENCE
 LW2735  USGS QUAD   -  PAWTUCKET (1975)
 LW2735
 LW2735                         *CURRENT SURVEY CONTROL
 LW2735  ___________________________________________________________________
 LW2735* NAD 83(1996)-  41 52 35.19176(N)    071 23 14.72788(W)     ADJUSTED  
 LW2735* NAVD 88     -                                                        
 LW2735  ___________________________________________________________________
 LW2735  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 LW2735  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LW2735
 LW2735  HORZ ORDER  -  THIRD
 LW2735
 LW2735.The horizontal coordinates were established by classical geodetic methods
 LW2735.and adjusted by the National Geodetic Survey in August 1998..
 LW2735
 LW2735
 LW2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2735
 LW2735.The geoid height was determined by GEOID03.
 LW2735
 LW2735;                    North         East     Units Scale Factor Converg.
 LW2735;SPC RI       -    88,090.779   109,344.937   MT  0.99999482   +0 04 30.5
 LW2735;SPC RI       -   289,011.16    358,742.51   sFT  0.99999482   +0 04 30.5
 LW2735;SPC MA M     -   847,351.963   209,344.809   MT  0.99998047   +0 04 32.2
 LW2735;SPC MA M     - 2,780,020.57    686,825.43   sFT  0.99998047   +0 04 32.2
 LW2735;UTM  19      - 4,638,813.914   301,890.815   MT  1.00008297   -1 35 39.1
 LW2735
 LW2735                          SUPERSEDED SURVEY CONTROL
 LW2735
 LW2735  NAD 83(1996)-  41 52 35.19170(N)    071 23 14.72786(W) AD(       ) 4
 LW2735  NAD 83(1992)-  41 52 35.19025(N)    071 23 14.72699(W) AD(       ) 4
 LW2735  NAD 83(1992)-  41 52 35.19019(N)    071 23 14.72700(W) AD(       ) 4
 LW2735  NAD 83(1986)-  41 52 35.18884(N)    071 23 14.72583(W) AD(       ) 4
 LW2735  NAD 27      -  41 52 34.83079(N)    071 23 16.52041(W) AD(       ) 3
 LW2735
 LW2735.Superseded values are not recommended for survey control.
 LW2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2735.See file dsdata.txt to determine how the superseded data were derived.
 LW2735
 LW2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0189138814(NAD 83)
 LW2735_MARKER: 90 = CHURCH SPIRE
 LW2735_SETTING: 0 = UNSPECIFIED SETTING
 LW2735
 LW2735  HISTORY     - Date     Condition        Report By
 LW2735  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2735  HISTORY     - 1986     GOOD             RIGS
 LW2735
 LW2735                          STATION DESCRIPTION
 LW2735
 LW2735'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2735'THE STATION, PAWTUCKET CONGREGATIONAL CHURCH SPIRE, IS THE TOP
 LW2735'CENTER OF SPIRE AND IS ABOUT 90 FEET IN HEIGHT.
 LW2735'
 LW2735'TO REACH THE STATION FROM INTERSECTION OF GEORGE STREET AND MARRIN
 LW2735'STREET (JUST SOUTH OF WHERE GEORGE STREET PASSES OVER INTERSTATE
 LW2735'95), GO NORTH ON GEORGE STREET FOR 0.2 MILE TO THE STATION ON THE
 LW2735'LEFT IN THE SOUTH CENTER OF PAWTUCKET.
 LW2735
 LW2735                          STATION RECOVERY (1986)
 LW2735
 LW2735'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2735'THE STATION WAS RECOVERED AT THIS DATE.
 LW2735'
 LW2735'TO REACH THE STATION FROM THE INTERSECTION OF GEORGE STREET AND
 LW2735'MARTIN STREET, GO NORTH FOR 0.5 KM (0.3 MI) ON GEORGE STREET, WHICH
 LW2735'CHANGES TO PARK PLACE WEST, TO THE STATION ON THE LEFT.  THE NAME OF
 LW2735'THE CHURCH IS PARK PLACE CONGREGATIONAL.
 LW2735'
 LW2735'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2599 ***********************************************************************
 LW2599  DESIGNATION -  PAWTUCKET CONSOLATION CATH CH
 LW2599  PID         -  LW2599
 LW2599  STATE/COUNTY-  RI/PROVIDENCE
 LW2599  USGS QUAD   -  ATTLEBORO (1979)
 LW2599
 LW2599                         *CURRENT SURVEY CONTROL
 LW2599  ___________________________________________________________________
 LW2599* NAD 83(1996)-  41 53 24.81553(N)    071 22 22.27546(W)     ADJUSTED  
 LW2599* NAVD 88     -                                                        
 LW2599  ___________________________________________________________________
 LW2599  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LW2599  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LW2599
 LW2599  HORZ ORDER  -  THIRD
 LW2599
 LW2599.The horizontal coordinates were established by classical geodetic methods
 LW2599.and adjusted by the National Geodetic Survey in August 1998..
 LW2599
 LW2599
 LW2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2599
 LW2599.The geoid height was determined by GEOID03.
 LW2599
 LW2599;                    North         East     Units Scale Factor Converg.
 LW2599;SPC RI       -    89,623.504   110,552.139   MT  0.99999512   +0 05 05.6
 LW2599;SPC RI       -   294,039.78    362,703.14   sFT  0.99999512   +0 05 05.6
 LW2599;SPC MA M     -   848,884.675   210,551.980   MT  0.99997915   +0 05 07.5
 LW2599;SPC MA M     - 2,785,049.14    690,785.95   sFT  0.99997915   +0 05 07.5
 LW2599;UTM  19      - 4,640,310.944   303,142.267   MT  1.00007689   -1 35 05.6
 LW2599
 LW2599                          SUPERSEDED SURVEY CONTROL
 LW2599
 LW2599  NAD 83(1996)-  41 53 24.81550(N)    071 22 22.27544(W) AD(       ) 4
 LW2599  NAD 83(1992)-  41 53 24.81401(N)    071 22 22.27459(W) AD(       ) 4
 LW2599  NAD 83(1992)-  41 53 24.81398(N)    071 22 22.27458(W) AD(       ) 4
 LW2599  NAD 83(1986)-  41 53 24.81239(N)    071 22 22.27377(W) AD(       ) 4
 LW2599  NAD 27      -  41 53 24.45486(N)    071 22 24.07012(W) AD(       ) 3
 LW2599
 LW2599.Superseded values are not recommended for survey control.
 LW2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2599.See file dsdata.txt to determine how the superseded data were derived.
 LW2599
 LW2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0314240311(NAD 83)
 LW2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2599+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW2599
 LW2599  HISTORY     - Date     Condition        Report By
 LW2599  HISTORY     - 1968     MONUMENTED       CGS
 LW2599  HISTORY     - 20040816 GOOD             GEOCAC
 LW2599
 LW2599                          STATION DESCRIPTION
 LW2599
 LW2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2599'THE STATION, PAWTUCKET CONSOLATION CATHOLIC CHURCH SPIRE, IS THE
 LW2599'TOP CENTER OF CROSS ATOP SPIRE ABOUT 90 FEET IN HEIGHT.
 LW2599'
 LW2599'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF BROADWAY
 LW2599'STREET AND SABIN STREET IN EAST SECTION OF PAWTUCKET.
 LW2599
 LW2599                          STATION RECOVERY (2004)
 LW2599
 LW2599'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2756 ***********************************************************************
 LW2756  DESIGNATION -  PAWTUCKET CUMBERLAND ENGR TANK
 LW2756  PID         -  LW2756
 LW2756  STATE/COUNTY-  RI/PROVIDENCE
 LW2756  USGS QUAD   -  PAWTUCKET (1975)
 LW2756
 LW2756                         *CURRENT SURVEY CONTROL
 LW2756  ___________________________________________________________________
 LW2756* NAD 83(1996)-  41 53 40.65253(N)    071 22 34.59314(W)     ADJUSTED  
 LW2756* NAVD 88     -                                                        
 LW2756  ___________________________________________________________________
 LW2756  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 LW2756  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LW2756
 LW2756  HORZ ORDER  -  THIRD
 LW2756
 LW2756.The horizontal coordinates were established by classical geodetic methods
 LW2756.and adjusted by the National Geodetic Survey in August 1998..
 LW2756
 LW2756
 LW2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2756
 LW2756.The geoid height was determined by GEOID03.
 LW2756
 LW2756;                    North         East     Units Scale Factor Converg.
 LW2756;SPC RI       -    90,111.707   110,267.469   MT  0.99999505   +0 04 57.4
 LW2756;SPC RI       -   295,641.49    361,769.19   sFT  0.99999505   +0 04 57.4
 LW2756;SPC MA M     -   849,372.867   210,267.311   MT  0.99997874   +0 04 59.2
 LW2756;SPC MA M     - 2,786,650.81    689,852.00   sFT  0.99997874   +0 04 59.2
 LW2756;UTM  19      - 4,640,807.276   302,871.922   MT  1.00007820   -1 35 14.3
 LW2756
 LW2756                          SUPERSEDED SURVEY CONTROL
 LW2756
 LW2756  NAD 83(1996)-  41 53 40.65252(N)    071 22 34.59310(W) AD(       ) 4
 LW2756  NAD 83(1992)-  41 53 40.65101(N)    071 22 34.59227(W) AD(       ) 4
 LW2756  NAD 83(1992)-  41 53 40.65099(N)    071 22 34.59226(W) AD(       ) 4
 LW2756  NAD 83(1986)-  41 53 40.64940(N)    071 22 34.59132(W) AD(       ) 4
 LW2756  NAD 27      -  41 53 40.29081(N)    071 22 36.39021(W) AD(       ) 3
 LW2756
 LW2756.Superseded values are not recommended for survey control.
 LW2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2756.See file dsdata.txt to determine how the superseded data were derived.
 LW2756
 LW2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0287240807(NAD 83)
 LW2756
 LW2756  HISTORY     - Date     Condition        Report By
 LW2756  HISTORY     - 1968     MONUMENTED       CGS
 LW2756
 LW2756                          STATION DESCRIPTION
 LW2756
 LW2756'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2756'THE STATION, PAWTUCKET CUMBERLAND ENGINEERING COMPANY WATER
 LW2756'TANK, IS THE TOP CENTER OF THE LIGHT GREEN CYLINDRICAL STEEL
 LW2756'TANK WHICH IS SUPPORTED BY 4 STEEL LEGS AND IS ABOUT 80 FEET
 LW2756'IN HEIGHT.
 LW2756'
 LW2756'TO REACH THE STATION FROM INTERSECTION OF BACON STREET AND
 LW2756'ALLEN STREET IN NORTHEAST PAWTUCKET (ON THE SOUTH SIDE OF WHERE
 LW2756'BACON STREET PASSES OVER INTERSTATE 95), GO WEST ON ALLEN STREET
 LW2756'FOR 0.15 MILE TO THE STATION ON THE RIGHT ACROSS INTERSTATE 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2737 ***********************************************************************
 LW2737  DESIGNATION -  PAWTUCKET FIRST BAP CH SPIRE
 LW2737  PID         -  LW2737
 LW2737  STATE/COUNTY-  RI/PROVIDENCE
 LW2737  USGS QUAD   -  PAWTUCKET (1975)
 LW2737
 LW2737                         *CURRENT SURVEY CONTROL
 LW2737  ___________________________________________________________________
 LW2737* NAD 83(1996)-  41 52 49.21782(N)    071 22 35.31223(W)     ADJUSTED  
 LW2737* NAVD 88     -                                                        
 LW2737  ___________________________________________________________________
 LW2737  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 LW2737  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW2737
 LW2737  HORZ ORDER  -  THIRD
 LW2737
 LW2737.The horizontal coordinates were established by classical geodetic methods
 LW2737.and adjusted by the National Geodetic Survey in August 1998..
 LW2737
 LW2737
 LW2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2737
 LW2737.The geoid height was determined by GEOID03.
 LW2737
 LW2737;                    North         East     Units Scale Factor Converg.
 LW2737;SPC RI       -    88,524.773   110,253.177   MT  0.99999504   +0 04 56.9
 LW2737;SPC RI       -   290,435.03    361,722.30   sFT  0.99999504   +0 04 56.9
 LW2737;SPC MA M     -   847,785.958   210,253.033   MT  0.99998009   +0 04 58.7
 LW2737;SPC MA M     - 2,781,444.43    689,805.16   sFT  0.99998009   +0 04 58.7
 LW2737;UTM  19      - 4,639,221.300   302,811.392   MT  1.00007849   -1 35 13.2
 LW2737
 LW2737                          SUPERSEDED SURVEY CONTROL
 LW2737
 LW2737  NAD 83(1996)-  41 52 49.21780(N)    071 22 35.31217(W) AD(       ) 4
 LW2737  NAD 83(1992)-  41 52 49.21629(N)    071 22 35.31138(W) AD(       ) 4
 LW2737  NAD 83(1992)-  41 52 49.21626(N)    071 22 35.31136(W) AD(       ) 4
 LW2737  NAD 83(1986)-  41 52 49.21477(N)    071 22 35.31065(W) AD(       ) 4
 LW2737  NAD 27      -  41 52 48.85526(N)    071 22 37.10858(W) AD(       ) 3
 LW2737
 LW2737.Superseded values are not recommended for survey control.
 LW2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2737.See file dsdata.txt to determine how the superseded data were derived.
 LW2737
 LW2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0281139221(NAD 83)
 LW2737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2737+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW2737
 LW2737  HISTORY     - Date     Condition        Report By
 LW2737  HISTORY     - 1968     MONUMENTED       CGS
 LW2737  HISTORY     - 20040816 GOOD             GEOCAC
 LW2737
 LW2737                          STATION DESCRIPTION
 LW2737
 LW2737'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2737'THE STATION, PAWTUCKET FIRST BAPTIST CHURCH SPIRE, IS THE TOP
 LW2737'CENTER OF THE CROSS ATOP THE SPIRE AND IS ABOUT 75 FEET IN HEIGHT.
 LW2737'
 LW2737'THE STATION IS LOCATED IN NORTHEAST PART OF PAWTUCKET ABOUT
 LW2737'0.1 MILE NORTH OF INTERSTATE 95 ON COTTAGE STREET.
 LW2737
 LW2737                          STATION RECOVERY (2004)
 LW2737
 LW2737'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2736 ***********************************************************************
 LW2736  DESIGNATION -  PAWTUCKET HIGH SCHOOL CUPOLA
 LW2736  PID         -  LW2736
 LW2736  STATE/COUNTY-  RI/PROVIDENCE
 LW2736  USGS QUAD   -  PAWTUCKET (1975)
 LW2736
 LW2736                         *CURRENT SURVEY CONTROL
 LW2736  ___________________________________________________________________
 LW2736* NAD 83(1996)-  41 52 49.48630(N)    071 22 50.43940(W)     ADJUSTED  
 LW2736* NAVD 88     -                                                        
 LW2736  ___________________________________________________________________
 LW2736  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 LW2736  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW2736
 LW2736  HORZ ORDER  -  THIRD
 LW2736
 LW2736.The horizontal coordinates were established by classical geodetic methods
 LW2736.and adjusted by the National Geodetic Survey in August 1998..
 LW2736
 LW2736
 LW2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2736
 LW2736.The geoid height was determined by GEOID03.
 LW2736
 LW2736;                    North         East     Units Scale Factor Converg.
 LW2736;SPC RI       -    88,532.563   109,904.378   MT  0.99999496   +0 04 46.8
 LW2736;SPC RI       -   290,460.58    360,577.95   sFT  0.99999496   +0 04 46.8
 LW2736;SPC MA M     -   847,793.745   209,904.239   MT  0.99998008   +0 04 48.5
 LW2736;SPC MA M     - 2,781,469.98    688,660.82   sFT  0.99998008   +0 04 48.5
 LW2736;UTM  19      - 4,639,239.250   302,462.939   MT  1.00008018   -1 35 23.3
 LW2736
 LW2736                          SUPERSEDED SURVEY CONTROL
 LW2736
 LW2736  NAD 83(1996)-  41 52 49.48626(N)    071 22 50.43935(W) AD(       ) 4
 LW2736  NAD 83(1992)-  41 52 49.48479(N)    071 22 50.43854(W) AD(       ) 4
 LW2736  NAD 83(1992)-  41 52 49.48475(N)    071 22 50.43853(W) AD(       ) 4
 LW2736  NAD 83(1986)-  41 52 49.48333(N)    071 22 50.43777(W) AD(       ) 4
 LW2736  NAD 27      -  41 52 49.12262(N)    071 22 52.23602(W) AD(       ) 3
 LW2736
 LW2736.Superseded values are not recommended for survey control.
 LW2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2736.See file dsdata.txt to determine how the superseded data were derived.
 LW2736
 LW2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0246339239(NAD 83)
 LW2736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2736+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW2736
 LW2736  HISTORY     - Date     Condition        Report By
 LW2736  HISTORY     - 1968     MONUMENTED       CGS
 LW2736  HISTORY     - 19991231 GOOD             USPSQD
 LW2736  HISTORY     - 20040816 GOOD             GEOCAC
 LW2736
 LW2736                          STATION DESCRIPTION
 LW2736
 LW2736'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2736'THE STATION, PAWTUCKET HIGH SCHOOL CUPOLA, IS THE TOP CENTER OF
 LW2736'THE CUPOLA AND IS ABOUT 90 FEET IN HEIGHT.
 LW2736'
 LW2736'THE STATION IS LOCATED IN NORTHEAST CORNER OF EXCHANGE STREET
 LW2736'AND ROOSEVELT AVENUE IN THE CENTER OF PAWTUCKET.
 LW2736
 LW2736                          STATION RECOVERY (1999)
 LW2736
 LW2736'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW2736'RECOVERED IN GOOD CONDITION.
 LW2736
 LW2736                          STATION RECOVERY (2004)
 LW2736
 LW2736'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2686 ***********************************************************************
 LW2686  DESIGNATION -  PAWTUCKET HOUSING AUTH STACK
 LW2686  PID         -  LW2686
 LW2686  STATE/COUNTY-  RI/PROVIDENCE
 LW2686  USGS QUAD   -  PROVIDENCE (1975)
 LW2686
 LW2686                         *CURRENT SURVEY CONTROL
 LW2686  ___________________________________________________________________
 LW2686* NAD 83(1996)-  41 50 51.10935(N)    071 25 31.22721(W)     ADJUSTED  
 LW2686* NAVD 88     -                                                        
 LW2686  ___________________________________________________________________
 LW2686  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 LW2686  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LW2686
 LW2686  HORZ ORDER  -  THIRD
 LW2686
 LW2686.The horizontal coordinates were established by classical geodetic methods
 LW2686.and adjusted by the National Geodetic Survey in August 1998..
 LW2686
 LW2686
 LW2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2686
 LW2686.The geoid height was determined by GEOID03.
 LW2686
 LW2686;                    North         East     Units Scale Factor Converg.
 LW2686;SPC RI       -    84,876.117   106,200.269   MT  0.99999422   +0 02 59.3
 LW2686;SPC RI       -   278,464.39    348,425.38   sFT  0.99999422   +0 02 59.3
 LW2686;SPC MA M     -   844,137.319   206,200.204   MT  0.99998343   +0 03 00.5
 LW2686;SPC MA M     - 2,769,473.85    676,508.50   sFT  0.99998343   +0 03 00.5
 LW2686;UTM  19      - 4,635,691.898   298,653.548   MT  1.00009889   -1 37 07.0
 LW2686
 LW2686                          SUPERSEDED SURVEY CONTROL
 LW2686
 LW2686  NAD 83(1996)-  41 50 51.10912(N)    071 25 31.22721(W) AD(       ) 4
 LW2686  NAD 83(1992)-  41 50 51.10791(N)    071 25 31.22624(W) AD(       ) 4
 LW2686  NAD 83(1992)-  41 50 51.10797(N)    071 25 31.22518(W) AD(       ) 4
 LW2686  NAD 83(1986)-  41 50 51.10767(N)    071 25 31.22325(W) AD(       ) 4
 LW2686  NAD 27      -  41 50 50.75427(N)    071 25 32.99153(W) AD(       ) 3
 LW2686
 LW2686.Superseded values are not recommended for survey control.
 LW2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2686.See file dsdata.txt to determine how the superseded data were derived.
 LW2686
 LW2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9865435692(NAD 83)
 LW2686
 LW2686  HISTORY     - Date     Condition        Report By
 LW2686  HISTORY     - 1958     MONUMENTED       CGS
 LW2686
 LW2686                          STATION DESCRIPTION
 LW2686
 LW2686'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2686'THE STATION IS THE CENTER OF THE TOP OF THE STACK LOCATED IN
 LW2686'SOUTHWEST PART OF THE CITY OF PAWTUCKET ABOUT 100 YARDS NORTH OF
 LW2686'WEADEN STREET.  THE STACK IS MADE OF RED BRICK AND THE HEIGHT IS
 LW2686'APPROXIMATELY 90 FEET.  THE STACK IS USED TO FURNISH HEAT TO
 LW2686'HOMES IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2607 ***********************************************************************
 LW2607  DESIGNATION -  PAWTUCKET JC HALL BLDG TOWER
 LW2607  PID         -  LW2607
 LW2607  STATE/COUNTY-  RI/PROVIDENCE
 LW2607  USGS QUAD   -  ATTLEBORO (1979)
 LW2607
 LW2607                         *CURRENT SURVEY CONTROL
 LW2607  ___________________________________________________________________
 LW2607* NAD 83(1996)-  41 53 05.81336(N)    071 22 15.40281(W)     ADJUSTED  
 LW2607* NAVD 88     -                                                        
 LW2607  ___________________________________________________________________
 LW2607  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 LW2607  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LW2607
 LW2607  HORZ ORDER  -  THIRD
 LW2607
 LW2607.The horizontal coordinates were established by classical geodetic methods
 LW2607.and adjusted by the National Geodetic Survey in August 1998..
 LW2607
 LW2607
 LW2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2607
 LW2607.The geoid height was determined by GEOID03.
 LW2607
 LW2607;                    North         East     Units Scale Factor Converg.
 LW2607;SPC RI       -    89,037.469   110,711.459   MT  0.99999516   +0 05 10.2
 LW2607;SPC RI       -   292,117.10    363,225.85   sFT  0.99999516   +0 05 10.2
 LW2607;SPC MA M     -   848,298.650   210,711.303   MT  0.99997965   +0 05 12.1
 LW2607;SPC MA M     - 2,783,126.49    691,308.67   sFT  0.99997965   +0 05 12.1
 LW2607;UTM  19      - 4,639,720.467   303,284.456   MT  1.00007620   -1 35 00.4
 LW2607
 LW2607                          SUPERSEDED SURVEY CONTROL
 LW2607
 LW2607  NAD 83(1996)-  41 53 05.81334(N)    071 22 15.40279(W) AD(       ) 4
 LW2607  NAD 83(1992)-  41 53 05.81185(N)    071 22 15.40195(W) AD(       ) 4
 LW2607  NAD 83(1992)-  41 53 05.81182(N)    071 22 15.40194(W) AD(       ) 4
 LW2607  NAD 83(1986)-  41 53 05.81022(N)    071 22 15.40110(W) AD(       ) 4
 LW2607  NAD 27      -  41 53 05.45221(N)    071 22 17.19756(W) AD(       ) 3
 LW2607
 LW2607.Superseded values are not recommended for survey control.
 LW2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2607.See file dsdata.txt to determine how the superseded data were derived.
 LW2607
 LW2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0328439720(NAD 83)
 LW2607
 LW2607  HISTORY     - Date     Condition        Report By
 LW2607  HISTORY     - 1968     MONUMENTED       CGS
 LW2607
 LW2607                          STATION DESCRIPTION
 LW2607
 LW2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2607'THE STATION, PAWTUCKET J.C. HALL BUILDING CLOCK TOWER, IS THE TOP
 LW2607'CENTER OF CLOCK TOWER AND IS ABOUT 75 FEET IN HEIGHT.
 LW2607'
 LW2607'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF SABIN STREET AND
 LW2607'CENTRAL STREET IN EAST SECTION OF PAWTUCKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2604 ***********************************************************************
 LW2604  DESIGNATION -  PAWTUCKET ST CECILE CATH CH
 LW2604  PID         -  LW2604
 LW2604  STATE/COUNTY-  RI/PROVIDENCE
 LW2604  USGS QUAD   -  ATTLEBORO (1979)
 LW2604
 LW2604                         *CURRENT SURVEY CONTROL
 LW2604  ___________________________________________________________________
 LW2604* NAD 83(1996)-  41 53 15.23355(N)    071 21 13.52459(W)     ADJUSTED  
 LW2604* NAVD 88     -                                                        
 LW2604  ___________________________________________________________________
 LW2604  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 LW2604  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LW2604
 LW2604  HORZ ORDER  -  THIRD
 LW2604
 LW2604.The horizontal coordinates were established by classical geodetic methods
 LW2604.and adjusted by the National Geodetic Survey in August 1998..
 LW2604
 LW2604
 LW2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2604
 LW2604.The geoid height was determined by GEOID03.
 LW2604
 LW2604;                    North         East     Units Scale Factor Converg.
 LW2604;SPC RI       -    89,330.397   112,137.589   MT  0.99999556   +0 05 51.5
 LW2604;SPC RI       -   293,078.14    367,904.74   sFT  0.99999556   +0 05 51.5
 LW2604;SPC MA M     -   848,591.588   212,137.408   MT  0.99997940   +0 05 53.6
 LW2604;SPC MA M     - 2,784,087.57    695,987.48   sFT  0.99997940   +0 05 53.6
 LW2604;UTM  19      - 4,639,971.738   304,718.626   MT  1.00006928   -1 34 19.3
 LW2604
 LW2604                          SUPERSEDED SURVEY CONTROL
 LW2604
 LW2604  NAD 83(1996)-  41 53 15.23354(N)    071 21 13.52456(W) AD(       ) 4
 LW2604  NAD 83(1992)-  41 53 15.23202(N)    071 21 13.52373(W) AD(       ) 4
 LW2604  NAD 83(1992)-  41 53 15.23200(N)    071 21 13.52371(W) AD(       ) 4
 LW2604  NAD 83(1986)-  41 53 15.23029(N)    071 21 13.52290(W) AD(       ) 4
 LW2604  NAD 27      -  41 53 14.87238(N)    071 21 15.32142(W) AD(       ) 3
 LW2604
 LW2604.Superseded values are not recommended for survey control.
 LW2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2604.See file dsdata.txt to determine how the superseded data were derived.
 LW2604
 LW2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0471939972(NAD 83)
 LW2604
 LW2604  HISTORY     - Date     Condition        Report By
 LW2604  HISTORY     - 1968     MONUMENTED       CGS
 LW2604
 LW2604                          STATION DESCRIPTION
 LW2604
 LW2604'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2604'THE STATION, PAWTUCKET SAINT CECILE CATHOLIC CHURCH SPIRE, IS THE
 LW2604'TOP CENTER OF THE CROSS ATOP SPIRE AND IS ABOUT 90 FEET IN HEIGHT.
 LW2604'
 LW2604'THE STATION IS LOCATED IN SOUTHEAST CORNER OF CENTRAL STREET AND
 LW2604'NEWPORT STREET IN EAST SECTION OF PAWTUCKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2721 ***********************************************************************
 LW2721  DESIGNATION -  PAWTUCKET ST GEAN CATH CH
 LW2721  PID         -  LW2721
 LW2721  STATE/COUNTY-  RI/PROVIDENCE
 LW2721  USGS QUAD   -  PROVIDENCE (1975)
 LW2721
 LW2721                         *CURRENT SURVEY CONTROL
 LW2721  ___________________________________________________________________
 LW2721* NAD 83(1996)-  41 52 21.62425(N)    071 23 49.21400(W)     ADJUSTED  
 LW2721* NAVD 88     -                                                        
 LW2721  ___________________________________________________________________
 LW2721  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LW2721  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LW2721
 LW2721  HORZ ORDER  -  THIRD
 LW2721
 LW2721.The horizontal coordinates were established by classical geodetic methods
 LW2721.and adjusted by the National Geodetic Survey in August 1998..
 LW2721
 LW2721
 LW2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2721
 LW2721.The geoid height was determined by GEOID03.
 LW2721
 LW2721;                    North         East     Units Scale Factor Converg.
 LW2721;SPC RI       -    87,671.185   108,550.243   MT  0.99999465   +0 04 07.5
 LW2721;SPC RI       -   287,634.55    356,135.26   sFT  0.99999465   +0 04 07.5
 LW2721;SPC MA M     -   846,932.368   208,550.130   MT  0.99998084   +0 04 09.1
 LW2721;SPC MA M     - 2,778,643.94    684,218.22   sFT  0.99998084   +0 04 09.1
 LW2721;UTM  19      - 4,638,417.612   301,084.163   MT  1.00008691   -1 36 01.7
 LW2721
 LW2721                          SUPERSEDED SURVEY CONTROL
 LW2721
 LW2721  NAD 83(1996)-  41 52 21.62422(N)    071 23 49.21396(W) AD(       ) 4
 LW2721  NAD 83(1992)-  41 52 21.62273(N)    071 23 49.21316(W) AD(       ) 4
 LW2721  NAD 83(1992)-  41 52 21.62270(N)    071 23 49.21316(W) AD(       ) 4
 LW2721  NAD 83(1986)-  41 52 21.62109(N)    071 23 49.21197(W) AD(       ) 4
 LW2721  NAD 27      -  41 52 21.26181(N)    071 23 51.00698(W) AD(       ) 3
 LW2721
 LW2721.Superseded values are not recommended for survey control.
 LW2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2721.See file dsdata.txt to determine how the superseded data were derived.
 LW2721
 LW2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0108438418(NAD 83)
 LW2721_MARKER: 91 = CHURCH CROSS
 LW2721_SETTING: 0 = UNSPECIFIED SETTING
 LW2721
 LW2721  HISTORY     - Date     Condition        Report By
 LW2721  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2721  HISTORY     - 1986     GOOD             RIGS
 LW2721
 LW2721                          STATION DESCRIPTION
 LW2721
 LW2721'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2721'THE STATION, PAWTUCKET SAINT GEAN CATHOLIC CHURCH SPIRE, IS THE
 LW2721'TOP CENTER OF THE CROSS ATOP SPIRE AND IS ABOUT 90 FEET IN HEIGHT.
 LW2721'
 LW2721'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF CAPITAL STREET
 LW2721'AND SLATER STREET IN SOUTHWEST SECTION OF PAWTUCKET.
 LW2721
 LW2721                          STATION RECOVERY (1986)
 LW2721
 LW2721'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2721'THE STATION WAS RECOVERED AT THIS DATE.
 LW2721'
 LW2721'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2605 ***********************************************************************
 LW2605  DESIGNATION -  PAWTUCKET ST JOSEPHS CATH CH
 LW2605  PID         -  LW2605
 LW2605  STATE/COUNTY-  RI/PROVIDENCE
 LW2605  USGS QUAD   -  ATTLEBORO (1979)
 LW2605
 LW2605                         *CURRENT SURVEY CONTROL
 LW2605  ___________________________________________________________________
 LW2605* NAD 83(1996)-  41 52 39.01864(N)    071 22 23.63537(W)     ADJUSTED  
 LW2605* NAVD 88     -                                                        
 LW2605  ___________________________________________________________________
 LW2605  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 LW2605  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW2605
 LW2605  HORZ ORDER  -  THIRD
 LW2605
 LW2605.The horizontal coordinates were established by classical geodetic methods
 LW2605.and adjusted by the National Geodetic Survey in August 1998..
 LW2605
 LW2605
 LW2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2605
 LW2605.The geoid height was determined by GEOID03.
 LW2605
 LW2605;                    North         East     Units Scale Factor Converg.
 LW2605;SPC RI       -    88,210.492   110,522.876   MT  0.99999511   +0 05 04.6
 LW2605;SPC RI       -   289,403.92    362,607.14   sFT  0.99999511   +0 05 04.6
 LW2605;SPC MA M     -   847,471.684   210,522.730   MT  0.99998037   +0 05 06.6
 LW2605;SPC MA M     - 2,780,413.35    690,689.99   sFT  0.99998037   +0 05 06.6
 LW2605;UTM  19      - 4,638,899.269   303,071.842   MT  1.00007723   -1 35 05.0
 LW2605
 LW2605                          SUPERSEDED SURVEY CONTROL
 LW2605
 LW2605  NAD 83(1996)-  41 52 39.01861(N)    071 22 23.63530(W) AD(       ) 4
 LW2605  NAD 83(1992)-  41 52 39.01710(N)    071 22 23.63452(W) AD(       ) 4
 LW2605  NAD 83(1992)-  41 52 39.01706(N)    071 22 23.63450(W) AD(       ) 4
 LW2605  NAD 83(1986)-  41 52 39.01560(N)    071 22 23.63381(W) AD(       ) 4
 LW2605  NAD 27      -  41 52 38.65583(N)    071 22 25.43190(W) AD(       ) 3
 LW2605
 LW2605.Superseded values are not recommended for survey control.
 LW2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2605.See file dsdata.txt to determine how the superseded data were derived.
 LW2605
 LW2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0307238899(NAD 83)
 LW2605
 LW2605  HISTORY     - Date     Condition        Report By
 LW2605  HISTORY     - 1968     MONUMENTED       CGS
 LW2605
 LW2605                          STATION DESCRIPTION
 LW2605
 LW2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2605'THE STATION, PAWTUCKET SAINT JOSEPH CATHOLIC CHURCH SPIRE, IS THE
 LW2605'TOP CENTER OF THE CROSS ATOP SPIRE AND IS ABOUT 100 FEET IN HEIGHT.
 LW2605'
 LW2605'THE STATION IS LOCATED IN SOUTHWEST CORNER OF NORTH END STREET
 LW2605'AND WALCOTT STREET IN EAST PART OF PAWTUCKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2720 ***********************************************************************
 LW2720  DESIGNATION -  PAWTUCKET ST MARYS CATH CH
 LW2720  PID         -  LW2720
 LW2720  STATE/COUNTY-  RI/PROVIDENCE
 LW2720  USGS QUAD   -  PROVIDENCE (1975)
 LW2720
 LW2720                         *CURRENT SURVEY CONTROL
 LW2720  ___________________________________________________________________
 LW2720* NAD 83(1996)-  41 52 20.23535(N)    071 23 21.83807(W)     ADJUSTED  
 LW2720* NAVD 88     -                                                        
 LW2720  ___________________________________________________________________
 LW2720  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LW2720  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LW2720
 LW2720  HORZ ORDER  -  THIRD
 LW2720
 LW2720.The horizontal coordinates were established by classical geodetic methods
 LW2720.and adjusted by the National Geodetic Survey in August 1998..
 LW2720
 LW2720
 LW2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2720
 LW2720.The geoid height was determined by GEOID03.
 LW2720
 LW2720;                    North         East     Units Scale Factor Converg.
 LW2720;SPC RI       -    87,629.119   109,181.582   MT  0.99999479   +0 04 25.8
 LW2720;SPC RI       -   287,496.53    358,206.57   sFT  0.99999479   +0 04 25.8
 LW2720;SPC MA M     -   846,890.307   209,181.460   MT  0.99998088   +0 04 27.5
 LW2720;SPC MA M     - 2,778,505.95    686,289.51   sFT  0.99998088   +0 04 27.5
 LW2720;UTM  19      - 4,638,357.168   301,714.065   MT  1.00008383   -1 35 43.4
 LW2720
 LW2720                          SUPERSEDED SURVEY CONTROL
 LW2720
 LW2720  NAD 83(1996)-  41 52 20.23528(N)    071 23 21.83804(W) AD(       ) 4
 LW2720  NAD 83(1992)-  41 52 20.23385(N)    071 23 21.83721(W) AD(       ) 4
 LW2720  NAD 83(1992)-  41 52 20.23379(N)    071 23 21.83721(W) AD(       ) 4
 LW2720  NAD 83(1986)-  41 52 20.23241(N)    071 23 21.83647(W) AD(       ) 4
 LW2720  NAD 27      -  41 52 19.87387(N)    071 23 23.63164(W) AD(       ) 3
 LW2720
 LW2720.Superseded values are not recommended for survey control.
 LW2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2720.See file dsdata.txt to determine how the superseded data were derived.
 LW2720
 LW2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0171438357(NAD 83)
 LW2720
 LW2720  HISTORY     - Date     Condition        Report By
 LW2720  HISTORY     - 1968     MONUMENTED       CGS
 LW2720
 LW2720                          STATION DESCRIPTION
 LW2720
 LW2720'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2720'THE STATION, PAWTUCKET SAINT MARYS CATHOLIC CHURCH SPIRE, IS THE
 LW2720'TOP CENTER OF THE CROSS ATOP THE SPIRE AND IS ABOUT 100 FEET
 LW2720'IN HEIGHT.
 LW2720'
 LW2720'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF GRACE STREET
 LW2720'AND PINE STREET IN PAWTUCKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2746 ***********************************************************************
 LW2746  DESIGNATION -  PAWTUCKET WTRWORK POLE GATEHSE
 LW2746  PID         -  LW2746
 LW2746  STATE/COUNTY-  RI/PROVIDENCE
 LW2746  USGS QUAD   -  PAWTUCKET (1975)
 LW2746
 LW2746                         *CURRENT SURVEY CONTROL
 LW2746  ___________________________________________________________________
 LW2746* NAD 83(1996)-  41 53 10.92758(N)    071 25 20.62694(W)     ADJUSTED  
 LW2746* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LW2746  ___________________________________________________________________
 LW2746  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 LW2746  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LW2746
 LW2746  HORZ ORDER  -  THIRD
 LW2746
 LW2746.The horizontal coordinates were established by classical geodetic methods
 LW2746.and adjusted by the National Geodetic Survey in August 1998..
 LW2746
 LW2746.The orthometric height was scaled from a topographic map.
 LW2746
 LW2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2746
 LW2746.The geoid height was determined by GEOID03.
 LW2746
 LW2746;                    North         East     Units Scale Factor Converg.
 LW2746;SPC RI       -    89,190.115   106,440.906   MT  0.99999426   +0 03 06.5
 LW2746;SPC RI       -   292,617.90    349,214.87   sFT  0.99999426   +0 03 06.5
 LW2746;UTM  19      - 4,639,997.504   299,019.771   MT  1.00009707   -1 37 04.3
 LW2746
 LW2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2746!SPC RI       -   0.99999994  x   0.99999426  =   0.99999420
 LW2746!UTM  19      -   0.99999994  x   1.00009707  =   1.00009701
 LW2746
 LW2746:                Primary Azimuth Mark                     Grid Az
 LW2746:SPC RI       -  NORTH ATTLEBORO WATER WORKS              034 10 14.7
 LW2746:UTM  19      -  NORTH ATTLEBORO WATER WORKS              035 50 25.5
 LW2746
 LW2746|---------------------------------------------------------------------|
 LW2746| PID    Reference Object                     Distance      Geod. Az  |
 LW2746|                                                           dddmmss.s |
 LW2746| LW2592 NORTH ATTLEBORO WATER WORKS         APPROX.14.8 KM 0341321.2 |
 LW2746| LW2752 CENTRAL FALLS CITY HALL CUPOLA      APPROX. 2.9 KM 0875421.3 |
 LW2746| LW2739 CENTRAL FALLS BAP CH SPIRE          APPROX. 2.9 KM 0905308.0 |
 LW2746|---------------------------------------------------------------------|
 LW2746
 LW2746                          SUPERSEDED SURVEY CONTROL
 LW2746
 LW2746  NAD 83(1996)-  41 53 10.92757(N)    071 25 20.62693(W) AD(       ) 3
 LW2746  NAD 83(1992)-  41 53 10.92617(N)    071 25 20.62608(W) AD(       ) 3
 LW2746  NAD 83(1992)-  41 53 10.92617(N)    071 25 20.62608(W) AD(       ) 3
 LW2746  NAD 83(1986)-  41 53 10.92536(N)    071 25 20.62291(W) AD(       ) 3
 LW2746  NAD 27      -  41 53 10.57400(N)    071 25 22.41400(W) AD(       ) 3
 LW2746
 LW2746.Superseded values are not recommended for survey control.
 LW2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2746.See file dsdata.txt to determine how the superseded data were derived.
 LW2746
 LW2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9902039998(NAD 83)
 LW2746
 LW2746  HISTORY     - Date     Condition        Report By
 LW2746  HISTORY     - UNK      MONUMENTED
 LW2746  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2746  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2746
 LW2746                          STATION DESCRIPTION
 LW2746
 LW2746'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2746'THE CITY OF PAWTUCKET HAS A RESERVOIR ON STUMP HILL N OF WEEDEN
 LW2746'STREET AND W OF SMITHFIELD AVENUE.
 LW2746'
 LW2746'FOUND THE GATE-HOUSE WHICH I UNDERSTAND IS THE SAME BUILDING
 LW2746'WHICH WAS THERE 50 YEARS AGO, BUT THERE IS NO POLE ON
 LW2746'IT.  PROBABLY THE POLE WAS TEMPORARY.
 LW2746
 LW2746                          STATION RECOVERY (1956)
 LW2746
 LW2746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2746'THE STATION IS LOST.  POLE HAS EVIDENTLY BEEN TORN DOWN AS THERE
 LW2746'IS NOW NO POLE IN EXISTENCE IN THIS LOCALITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2724 ***********************************************************************
 LW2724  DESIGNATION -  PAWTUXET 1863
 LW2724  PID         -  LW2724
 LW2724  STATE/COUNTY-  RI/PROVIDENCE
 LW2724  USGS QUAD   -  PROVIDENCE (1975)
 LW2724
 LW2724                         *CURRENT SURVEY CONTROL
 LW2724  ___________________________________________________________________
 LW2724* NAD 83(1996)-  41 45 56.65641(N)    071 23 12.17127(W)     ADJUSTED  
 LW2724* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 LW2724  ___________________________________________________________________
 LW2724  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 LW2724  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW2724
 LW2724  HORZ ORDER  -  THIRD
 LW2724
 LW2724.The horizontal coordinates were established by classical geodetic methods
 LW2724.and adjusted by the National Geodetic Survey in August 1998..
 LW2724
 LW2724.The orthometric height was scaled from a topographic map.
 LW2724
 LW2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2724
 LW2724.The geoid height was determined by GEOID03.
 LW2724
 LW2724;                    North         East     Units Scale Factor Converg.
 LW2724;SPC RI       -    75,795.029   109,420.099   MT  0.99999484   +0 04 31.6
 LW2724;SPC RI       -   248,670.86    358,989.11   sFT  0.99999484   +0 04 31.6
 LW2724;UTM  19      - 4,626,520.092   301,608.116   MT  1.00008436   -1 35 25.0
 LW2724
 LW2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2724!SPC RI       -   1.00000250  x   0.99999484  =   0.99999734
 LW2724!UTM  19      -   1.00000250  x   1.00008436  =   1.00008686
 LW2724
 LW2724:                Primary Azimuth Mark                     Grid Az
 LW2724:SPC RI       -  FORT INDEPENDENCE 2 1863                 351 24 34.9
 LW2724:UTM  19      -  FORT INDEPENDENCE 2 1863                 353 04 31.5
 LW2724
 LW2724|---------------------------------------------------------------------|
 LW2724| PID    Reference Object                     Distance      Geod. Az  |
 LW2724|                                                           dddmmss.s |
 LW2724| LW2717 FORT INDEPENDENCE 2 1863            APPROX. 3.0 KM 3512906.5 |
 LW2724|---------------------------------------------------------------------|
 LW2724
 LW2724                          SUPERSEDED SURVEY CONTROL
 LW2724
 LW2724  NAD 83(1996)-  41 45 56.65615(N)    071 23 12.17117(W) AD(       ) 3
 LW2724  NAD 83(1992)-  41 45 56.65485(N)    071 23 12.17041(W) AD(       ) 3
 LW2724  NAD 83(1992)-  41 45 56.65459(N)    071 23 12.17044(W) AD(       ) 3
 LW2724  NAD 83(1986)-  41 45 56.65475(N)    071 23 12.16971(W) AD(       ) 3
 LW2724  NAD 27      -  41 45 56.31700(N)    071 23 14.02800(W) AD(       ) 3
 LW2724
 LW2724.Superseded values are not recommended for survey control.
 LW2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2724.See file dsdata.txt to determine how the superseded data were derived.
 LW2724
 LW2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0160826520(NAD 83)
 LW2724
 LW2724  HISTORY     - Date     Condition        Report By
 LW2724  HISTORY     - 1863     MONUMENTED       COASUR
 LW2724  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2724  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2724
 LW2724                          STATION DESCRIPTION
 LW2724
 LW2724'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2724'STATION IS ON PAWTUXET NECK, W SIDE OF PROVIDENCE RIVER, A SHORT
 LW2724'DISTANCE E OF THE JUNCTION OF SHELDON STREET AND THE ROAD ALONG
 LW2724'THE NECK.  THE RESIDENCE OF ARTHUR PECK HAS BEEN BUILT OVER THE
 LW2724'POINT, AND THE STATION IS, THEREFORE, CONSIDERED AS LOST.
 LW2724
 LW2724                          STATION RECOVERY (1956)
 LW2724
 LW2724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2724'THE STATION IS LOST.
 LW2724'
 LW2724'NO EVIDENCE OF THE STATION COULD BE FOUND.  A.M.H. IN 1912 STATES
 LW2724'THAT A HOUSE WAS BUILT OVER THE LOCATION AND WAS PROBABLY DESTROYED
 LW2724'AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2723 ***********************************************************************
 LW2723  DESIGNATION -  PAWTUXET 2
 LW2723  PID         -  LW2723
 LW2723  STATE/COUNTY-  RI/PROVIDENCE
 LW2723  USGS QUAD   -  PROVIDENCE (1975)
 LW2723
 LW2723                         *CURRENT SURVEY CONTROL
 LW2723  ___________________________________________________________________
 LW2723* NAD 83(1996)-  41 46 04.32207(N)    071 23 08.90030(W)     ADJUSTED  
 LW2723* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2723  ___________________________________________________________________
 LW2723  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 LW2723  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW2723
 LW2723  HORZ ORDER  -  THIRD
 LW2723
 LW2723.The horizontal coordinates were established by classical geodetic methods
 LW2723.and adjusted by the National Geodetic Survey in August 1998..
 LW2723
 LW2723.The orthometric height was scaled from a topographic map.
 LW2723
 LW2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2723
 LW2723.The geoid height was determined by GEOID03.
 LW2723
 LW2723;                    North         East     Units Scale Factor Converg.
 LW2723;SPC RI       -    76,031.632   109,495.339   MT  0.99999486   +0 04 33.8
 LW2723;SPC RI       -   249,447.11    359,235.96   sFT  0.99999486   +0 04 33.8
 LW2723;SPC MA M     -   835,292.919   209,495.327   MT  0.99999290   +0 04 36.1
 LW2723;SPC MA M     - 2,740,456.85    687,319.25   sFT  0.99999290   +0 04 36.1
 LW2723;UTM  19      - 4,626,754.429   301,690.209   MT  1.00008396   -1 35 23.0
 LW2723
 LW2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2723!SPC RI       -   1.00000453  x   0.99999486  =   0.99999939
 LW2723!SPC MA M     -   1.00000453  x   0.99999290  =   0.99999743
 LW2723!UTM  19      -   1.00000453  x   1.00008396  =   1.00008849
 LW2723
 LW2723:                Primary Azimuth Mark                     Grid Az
 LW2723:SPC RI       -  FULLER ROCKS LIGHT                       009 49 09.2
 LW2723:SPC MA M     -  FULLER ROCKS LIGHT                       009 49 06.9
 LW2723:UTM  19      -  FULLER ROCKS LIGHT                       011 29 06.0
 LW2723
 LW2723|---------------------------------------------------------------------|
 LW2723| PID    Reference Object                     Distance      Geod. Az  |
 LW2723|                                                           dddmmss.s |
 LW2723| LW2701 FULLER ROCKS LIGHT                  APPROX. 3.0 KM 0095343.0 |
 LW2723| LW2691 KETTLE POINT 1863                   APPROX. 3.2 KM 0121725.2 |
 LW2723| LW2653 E PROVIDENCE SQUANTUM CLUB STK      APPROX. 3.1 KM 0272121.5 |
 LW2723| LW2634 REHOBOTH TV STATION WJAR MAST       APPROX.13.6 KM 0370937.3 |
 LW2723| AC7393 PAWTUXET 2 RM 3                      25.540 METERS 17945     |
 LW2723| AC7392 PAWTUXET 2 RM 4                       7.714 METERS 27744     |
 LW2723| LW2692 PROVIDENCE SEWAGE DISPOSAL STK      APPROX. 3.1 KM 3523953.8 |
 LW2723|---------------------------------------------------------------------|
 LW2723
 LW2723                          SUPERSEDED SURVEY CONTROL
 LW2723
 LW2723  NAD 83(1996)-  41 46 04.32184(N)    071 23 08.90016(W) AD(       ) 3
 LW2723  NAD 83(1992)-  41 46 04.32052(N)    071 23 08.89949(W) AD(       ) 3
 LW2723  NAD 83(1992)-  41 46 04.32029(N)    071 23 08.89949(W) AD(       ) 3
 LW2723  NAD 83(1986)-  41 46 04.31964(N)    071 23 08.89821(W) AD(       ) 3
 LW2723  NAD 27      -  41 46 03.97600(N)    071 23 10.76700(W) AD(       ) 3
 LW2723
 LW2723.Superseded values are not recommended for survey control.
 LW2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2723.See file dsdata.txt to determine how the superseded data were derived.
 LW2723
 LW2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0169026754(NAD 83)
 LW2723_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2723_SETTING: 80 = SET IN A BOULDER
 LW2723_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2723+STABILITY: SURFACE MOTION
 LW2723
 LW2723  HISTORY     - Date     Condition        Report By
 LW2723  HISTORY     - 1956     MONUMENTED       CGS
 LW2723
 LW2723                          STATION DESCRIPTION
 LW2723
 LW2723'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2723'LOCATED APPROXIMATELY 2 MILES SOUTH OF PROVIDENCE ON THE WEST SHORE
 LW2723'OF PROVIDENCE RIVER AT THE RHODE ISLAND YACHT CLUB.  IT IS IN THE
 LW2723'NORTHEAST CORNER OF THE YACHT CLUB PROPERTY, 16.2 FT. NORTHEAST
 LW2723'OF THE NORTHEAST COLUMN SUPPORTING THE CLUB HOUSE AND 8.0 FEET
 LW2723'SOUTHWEST OF THE MHWL.
 LW2723'
 LW2723'IT IS A STANDARD DISK STAMPED PAWTUXET 2 1956 SET IN A DRILL
 LW2723'HOLE IN THE TOP OF A BOULDER APPROXIMATELY 1 FOOT BELOW THE LEVEL
 LW2723'OF THE MACADAM PAVEMENT AROUND THE CLUB HOUSE.
 LW2723'
 LW2723'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PAWTUXET 2 NO 3 1956
 LW2723'SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE CURBING AROUND THE
 LW2723'PAVED PARKING AREA.  IT IS IN THE SOUTHEAST CORNER OF THE CURBING,
 LW2723'12.0 FT. SOUTHEAST OF THE SOUTHEAST COLUMN SUPPORTING THE CLUB
 LW2723'HOUSE AND 5.0 FT. NORTHWEST OF THE MHWL.
 LW2723'
 LW2723'REFERENCE MARK 4 IS A STANDARD DISK STAMPED PAWTUXET 2 NO 4 1956
 LW2723'SET IN DRILL HOLE IN THE TOP OF THE CURBING AROUND THE PAVED
 LW2723'PARKING AREA.  IT IS 17.6 FT. NORTHWEST OF THE NORTHWEST COLUMN
 LW2723'SUPPORTING THE CLUB HOUSE AND 7.0 FT. SOUTH OF THE MHWL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2726 ***********************************************************************
 LW2726  DESIGNATION -  PAWTUXET BAP CH SPIRE
 LW2726  PID         -  LW2726
 LW2726  STATE/COUNTY-  RI/PROVIDENCE
 LW2726  USGS QUAD   -  PROVIDENCE (1975)
 LW2726
 LW2726                         *CURRENT SURVEY CONTROL
 LW2726  ___________________________________________________________________
 LW2726* NAD 83(1996)-  41 46 10.67103(N)    071 23 27.75695(W)     ADJUSTED  
 LW2726* NAVD 88     -                                                        
 LW2726  ___________________________________________________________________
 LW2726  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 LW2726  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW2726
 LW2726  HORZ ORDER  -  THIRD
 LW2726
 LW2726.The horizontal coordinates were established by classical geodetic methods
 LW2726.and adjusted by the National Geodetic Survey in August 1998..
 LW2726
 LW2726
 LW2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2726
 LW2726.The geoid height was determined by GEOID03.
 LW2726
 LW2726;                    North         East     Units Scale Factor Converg.
 LW2726;SPC RI       -    76,226.947   109,059.551   MT  0.99999476   +0 04 21.3
 LW2726;SPC RI       -   250,087.91    357,806.21   sFT  0.99999476   +0 04 21.3
 LW2726;SPC MA M     -   835,488.229   209,059.538   MT  0.99999267   +0 04 23.5
 LW2726;SPC MA M     - 2,741,097.63    685,889.50   sFT  0.99999267   +0 04 23.5
 LW2726;UTM  19      - 4,626,962.348   301,260.244   MT  1.00008606   -1 35 35.8
 LW2726
 LW2726                          SUPERSEDED SURVEY CONTROL
 LW2726
 LW2726  NAD 83(1996)-  41 46 10.67075(N)    071 23 27.75673(W) AD(       ) 4
 LW2726  NAD 83(1992)-  41 46 10.66955(N)    071 23 27.75613(W) AD(       ) 4
 LW2726  NAD 83(1992)-  41 46 10.66931(N)    071 23 27.75605(W) AD(       ) 4
 LW2726  NAD 83(1986)-  41 46 10.66884(N)    071 23 27.75621(W) AD(       ) 4
 LW2726  NAD 27      -  41 46 10.31343(N)    071 23 29.53054(W) AD(       ) 3
 LW2726
 LW2726.Superseded values are not recommended for survey control.
 LW2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2726.See file dsdata.txt to determine how the superseded data were derived.
 LW2726
 LW2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0126026962(NAD 83)
 LW2726
 LW2726  HISTORY     - Date     Condition        Report By
 LW2726  HISTORY     - UNK      MONUMENTED
 LW2726  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2726  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2726  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2726
 LW2726                          STATION DESCRIPTION
 LW2726
 LW2726'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2726'THE PAWTUXET BAPTIST CHURCH IS ON THE W SIDE OF BROAD STREET IN
 LW2726'THE VILLAGE OF PAWTUXET.  THE CHURCH IS N OF TUCKER AVENUE,
 LW2726'THERE BEING ONE HOUSE BETWEEN CHURCH AND AVENUE.
 LW2726'
 LW2726'THE PASTOR OF THE CHURCH SAYS THAT THE CHURCH BUILDING WAS
 LW2726'MOVED BACK IN 1897 WHEN BROAD STREET WAS WIDENED.  TO KNOW
 LW2726'DEFINITELY WHETHER THE SPIRE IS IN THE SAME LOCATION NOW AS IT
 LW2726'WAS WHEN ITS POSITION WAS DETERMINED IN 1897, IT WOULD BE
 LW2726'NECESSARY TO KNOW THE EXACT DATE THE POINT WAS OBSERVED.
 LW2726
 LW2726                          STATION RECOVERY (1956)
 LW2726
 LW2726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2726'THE STATION WAS RECOVERED AS DESCRIBED.  THE PUBLISHED
 LW2726'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTION--
 LW2726'
 LW2726'THE HOUSE BETWEEN THE CHURCH AND TUCKER AVENUE IS GONE.
 LW2726
 LW2726                          STATION RECOVERY (1968)
 LW2726
 LW2726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2726'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2728 ***********************************************************************
 LW2728  DESIGNATION -  PAWTUXET BEACON
 LW2728  PID         -  LW2728
 LW2728  STATE/COUNTY-  RI/KENT
 LW2728  USGS QUAD   -  PROVIDENCE (1975)
 LW2728
 LW2728                         *CURRENT SURVEY CONTROL
 LW2728  ___________________________________________________________________
 LW2728* NAD 83(1996)-  41 45 35.37763(N)    071 22 49.30072(W)     ADJUSTED  
 LW2728* NAVD 88     -                                                        
 LW2728  ___________________________________________________________________
 LW2728  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW2728  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW2728
 LW2728  HORZ ORDER  -  THIRD
 LW2728
 LW2728.The horizontal coordinates were established by classical geodetic methods
 LW2728.and adjusted by the National Geodetic Survey in August 1998..
 LW2728
 LW2728
 LW2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2728
 LW2728.The geoid height was determined by GEOID03.
 LW2728
 LW2728;                    North         East     Units Scale Factor Converg.
 LW2728;SPC RI       -    75,139.247   109,949.280   MT  0.99999497   +0 04 46.9
 LW2728;SPC RI       -   246,519.35    360,725.26   sFT  0.99999497   +0 04 46.9
 LW2728;UTM  19      - 4,625,849.146   302,118.057   MT  1.00008188   -1 35 09.1
 LW2728
 LW2728                          SUPERSEDED SURVEY CONTROL
 LW2728
 LW2728  NAD 83(1996)-  41 45 35.37737(N)    071 22 49.30062(W) AD(       ) 4
 LW2728  NAD 83(1992)-  41 45 35.37607(N)    071 22 49.29984(W) AD(       ) 4
 LW2728  NAD 83(1992)-  41 45 35.37580(N)    071 22 49.29987(W) AD(       ) 4
 LW2728  NAD 83(1986)-  41 45 35.37598(N)    071 22 49.29920(W) AD(       ) 4
 LW2728  NAD 27      -  41 45 35.04500(N)    071 22 51.15500(W) AD(       ) 3
 LW2728
 LW2728.Superseded values are not recommended for survey control.
 LW2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2728.See file dsdata.txt to determine how the superseded data were derived.
 LW2728
 LW2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0211825849(NAD 83)
 LW2728
 LW2728  HISTORY     - Date     Condition        Report By
 LW2728  HISTORY     - UNK      MONUMENTED
 LW2728  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2728
 LW2728                          STATION DESCRIPTION
 LW2728
 LW2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2728'STATION DESTROYED.  THIS AID WAS DESTROYED AND NOT REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3072 ***********************************************************************
 LW3072  DESIGNATION -  PEABODY USE 1909
 LW3072  PID         -  LW3072
 LW3072  STATE/COUNTY-  RI/WASHINGTON
 LW3072  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3072
 LW3072                         *CURRENT SURVEY CONTROL
 LW3072  ___________________________________________________________________
 LW3072* NAD 83(1996)-  41 21 09.56640(N)    071 42 05.33205(W)     ADJUSTED  
 LW3072* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LW3072  ___________________________________________________________________
 LW3072  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 LW3072  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW3072
 LW3072  HORZ ORDER  -  THIRD
 LW3072
 LW3072.The horizontal coordinates were established by classical geodetic methods
 LW3072.and adjusted by the National Geodetic Survey in August 1998..
 LW3072
 LW3072.The orthometric height was scaled from a topographic map.
 LW3072
 LW3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3072
 LW3072.The geoid height was determined by GEOID03.
 LW3072
 LW3072;                    North         East     Units Scale Factor Converg.
 LW3072;SPC RI       -    29,930.018    83,139.124   MT  0.99999725   -0 07 59.2
 LW3072;SPC RI       -    98,195.40    272,765.61   sFT  0.99999725   -0 07 59.2
 LW3072;SPC CT       -   210,607.458   392,542.865   MT  0.99998810   +0 41 42.8
 LW3072;SPC CT       -   690,967.97  1,287,867.72   sFT  0.99998810   +0 41 42.8
 LW3072;UTM  19      - 4,581,427.994   274,005.808   MT  1.00022859   -1 47 08.2
 LW3072
 LW3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3072!SPC RI       -   1.00000311  x   0.99999725  =   1.00000036
 LW3072!SPC CT       -   1.00000311  x   0.99998810  =   0.99999121
 LW3072!UTM  19      -   1.00000311  x   1.00022859  =   1.00023170
 LW3072
 LW3072:                Primary Azimuth Mark                     Grid Az
 LW3072:SPC RI       -  HISCOX                                   343 44 35.5
 LW3072:SPC CT       -  HISCOX                                   342 54 53.5
 LW3072:UTM  19      -  HISCOX                                   345 23 44.5
 LW3072
 LW3072|---------------------------------------------------------------------|
 LW3072| PID    Reference Object                     Distance      Geod. Az  |
 LW3072|                                                           dddmmss.s |
 LW3072| LW0897 HISCOX                              APPROX. 0.6 KM 3433636.3 |
 LW3072|---------------------------------------------------------------------|
 LW3072
 LW3072                          SUPERSEDED SURVEY CONTROL
 LW3072
 LW3072  NAD 83(1992)-  41 21 09.56507(N)    071 42 05.33127(W) AD(       ) 3
 LW3072  NAD 83(1986)-  41 21 09.56361(N)    071 42 05.33238(W) AD(       ) 3
 LW3072  NAD 27      -  41 21 09.20100(N)    071 42 07.10100(W) AD(       ) 3
 LW3072
 LW3072.Superseded values are not recommended for survey control.
 LW3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3072.See file dsdata.txt to determine how the superseded data were derived.
 LW3072
 LW3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7400681428(NAD 83)
 LW3072_MARKER: DD = SURVEY DISK
 LW3072_SETTING: 80 = SET IN A BOULDER
 LW3072_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3072+STABILITY: SURFACE MOTION
 LW3072
 LW3072  HISTORY     - Date     Condition        Report By
 LW3072  HISTORY     - 1909     MONUMENTED       USE
 LW3072  HISTORY     - 1913     GOOD             CGS
 LW3072  HISTORY     - 1934     GOOD             RIGS
 LW3072  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3072  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LW3072  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW3072
 LW3072                          STATION DESCRIPTION
 LW3072
 LW3072'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3072'STATION IS ABOUT 3/8 MILE S OF THE CHARLESTOWN-WATCH HILL ROAD
 LW3072'AND ON THE E SIDE OF THE BRANCH ROAD LEADING THEREFROM TO EAST
 LW3072'BEACH, IN A FIELD OF THE PEABODY FARM BETWEEN QUONOCHONTAUG
 LW3072'AND NINIGRET PONDS, AND ABOUT 54 METERS TO THE SOUTHEASTWARD
 LW3072'OF ALFRED BURDICKS HOUSE.  THE STATION IS MARKED BY A STANDARD
 LW3072'DISK, SET IN A HOLE DRILLED IN THE MIDDLE ONE OF THREE BOULDERS.
 LW3072'
 LW3072'A REFERENCE DISK IS SIMILARLY SET IN ANOTHER BOULDER, 2.06
 LW3072'METERS (6.76 FEET) NNW OF THE STATION.
 LW3072
 LW3072                          STATION RECOVERY (1934)
 LW3072
 LW3072'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3072'THE STATION IS ABOUT 3/8 MILE S OF THE FIRST BAPTIST CHURCH OF
 LW3072'CHARLESTOWN AND ABOUT 28 YARDS E OF A STONE WALL OR FENCE ON THE
 LW3072'E SIDE OF A ROAD WHICH RUNS S FROM THE POST ROAD (U.S. HIGHWAY 1)
 LW3072'AT THE ABOVE MENTIONED CHURCH.  THE STATION IS ABOUT 22 YARDS S
 LW3072'OF A STONE WALL OR FENCE RUNNING E AND W.
 LW3072'
 LW3072'THE ALFRED BURDICK HOUSE MENTIONED IN THE PUBLISHED DESCRIPTION
 LW3072'IS A 1 1/2-STORY SHINGLED COTTAGE, ON THE W SIDE OF THE ROAD.
 LW3072'
 LW3072'THE STATION AND REFERENCE MARKS WERE FOUND MARKED AS DESCRIBED
 LW3072'AND IN EXCELLENT CONDITION.
 LW3072
 LW3072                          STATION RECOVERY (1954)
 LW3072
 LW3072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3072'STATION SEARCHED FOR BY TWO MEN FOR 1 HOUR, BUT COULD NOT BE
 LW3072'FOUND BECAUSE OF DENSE BRUSH AND FALLEN VEGETATION.  ALL
 LW3072'BOULDERS THAT COULD BE FOUND WERE EXAMINED, BUT ACCORDING TO
 LW3072'THE OWNER OF THE PROPERTY, MARKS ARE IN FLAT ROCKS RATHER THAN
 LW3072'PROJECTING BOULDERS.
 LW3072
 LW3072                          STATION RECOVERY (1960)
 LW3072
 LW3072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LW3072'TO LOCATE--TRAVEL APPROX. 12 MILES WEST ALONG ROUTE ONE (U.S. 1)
 LW3072'FROM THE TOWN OF WAKEFIELD (A TOWNSHIP IN THE TOWN OF SOUTH
 LW3072'KINGSTON).  EAST BEACH ROAD IS THEN LOCATED ON THE LEFT OF SAID
 LW3072'HIGHWAY.  TRAVEL SOUTH ABOUT 1500 FEET TO A HOUSE LOCATED ON
 LW3072'THE RIGHT OF SAID ROAD.
 LW3072'
 LW3072'FOUND--A REFERENCE MARK IS FOUND IMBEDDED IN A PROTRUDING ROCK
 LW3072'ON THE NORTH SIDE OF THE AFOREMENTIONED HOUSE.  THE REFERENCE
 LW3072'MARK IS GOOD CONDITION AND ITS ARROW LEADS TO A PROTRUDING ROCK
 LW3072'WITH A DRILL HOLE (3/4 IN) LOCATED IN ITS CENTER.  EXAMINING
 LW3072'THE DRILL HOLE I FOUND THE REMAINS OF A BRASS STEM.  THE DRILL
 LW3072'HOLE IS APPROX. TWO METERS SSE OF R.M.
 LW3072'
 LW3072'ASSUMPTION--THE DISK HAS BEEN DESTROYED-THE ROCK AND DRILL HOLE,
 LW3072'APPARENTLY, HAS NOT BEEN DISTURBED.
 LW3072
 LW3072                          STATION RECOVERY (1990)
 LW3072
 LW3072'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0971 ***********************************************************************
 LW0971  DESIGNATION -  PEDDLERS
 LW0971  PID         -  LW0971
 LW0971  STATE/COUNTY-  RI/WASHINGTON
 LW0971  USGS QUAD   -  KINGSTON (1975)
 LW0971
 LW0971                         *CURRENT SURVEY CONTROL
 LW0971  ___________________________________________________________________
 LW0971* NAD 83(1996)-  41 25 02.57544(N)    071 31 42.40193(W)     ADJUSTED  
 LW0971* NAVD 88     -        37.244  (meters)     122.19   (feet)  ADJUSTED  
 LW0971  ___________________________________________________________________
 LW0971  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 LW0971  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW0971  DYNAMIC HT  -          37.231 (meters)     122.15  (feet)  COMP
 LW0971  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 LW0971
 LW0971  HORZ ORDER  -  FIRST
 LW0971  VERT ORDER  -  SECOND    CLASS 0
 LW0971
 LW0971.The horizontal coordinates were established by classical geodetic methods
 LW0971.and adjusted by the National Geodetic Survey in August 1998..
 LW0971
 LW0971.The orthometric height was determined by differential leveling
 LW0971.and adjusted by the National Geodetic Survey in June 1991..
 LW0971
 LW0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0971
 LW0971.The geoid height was determined by GEOID03.
 LW0971
 LW0971.The dynamic height is computed by dividing the NAVD 88
 LW0971.geopotential number by the normal gravity value computed on the
 LW0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0971.degrees latitude (g = 980.6199 gals.).
 LW0971
 LW0971.The modeled gravity was interpolated from observed gravity values.
 LW0971
 LW0971;                    North         East     Units Scale Factor Converg.
 LW0971;SPC RI       -    37,099.194    97,621.952   MT  0.99999382   -0 01 07.7
 LW0971;SPC RI       -   121,716.27    320,281.35   sFT  0.99999382   -0 01 07.7
 LW0971;UTM  19      - 4,588,177.595   288,692.310   MT  1.00014953   -1 40 23.8
 LW0971
 LW0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0971!SPC RI       -   0.99999892  x   0.99999382  =   0.99999274
 LW0971!UTM  19      -   0.99999892  x   1.00014953  =   1.00014845
 LW0971
 LW0971:                Primary Azimuth Mark                     Grid Az
 LW0971:SPC RI       -  WAKEFIELD STANDPIPE                      022 53 14.1
 LW0971:UTM  19      -  WAKEFIELD STANDPIPE                      024 32 30.2
 LW0971
 LW0971|---------------------------------------------------------------------|
 LW0971| PID    Reference Object                     Distance      Geod. Az  |
 LW0971|                                                           dddmmss.s |
 LW0971| LW3015 WAKEFIELD STANDPIPE                 APPROX. 4.2 KM 0225206.4 |
 LW0971| LW0969 PEDDLERS AZ MK                      275.553 METERS 03553     |
 LW0971| LW2934 WAKEFIELD CHURCH GRAY SPIRE         APPROX. 3.7 KM 0454605.5 |
 LW0971| LW0970 PEDDLERS RM 1                        24.492 METERS 08455     |
 LW0971| LW2925 POINT JUDITH TANK                   APPROX. 4.9 KM 1284951.6 |
 LW0971| LW0972 PEDDLERS RM 2                        15.838 METERS 20051     |
 LW0971|---------------------------------------------------------------------|
 LW0971
 LW0971                          SUPERSEDED SURVEY CONTROL
 LW0971
 LW0971  NAD 83(1996)-  41 25 02.57451(N)    071 31 42.40100(W) AD(       ) 1
 LW0971  NAD 83(1992)-  41 25 02.57404(N)    071 31 42.40121(W) AD(       ) 1
 LW0971  NAD 83(1992)-  41 25 02.57297(N)    071 31 42.40113(W) AD(       ) 1
 LW0971  NAD 83(1986)-  41 25 02.57266(N)    071 31 42.40083(W) AD(       ) 1
 LW0971  NAD 27      -  41 25 02.20868(N)    071 31 44.18461(W) AD(       ) 1
 LW0971  NGVD 29 (??/??/92)   37.521  (m)          123.10   (f) ADJ UNCH    2 0
 LW0971
 LW0971.Superseded values are not recommended for survey control.
 LW0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0971.See file dsdata.txt to determine how the superseded data were derived.
 LW0971
 LW0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8869288178(NAD 83)
 LW0971_MARKER: DS = TRIANGULATION STATION DISK
 LW0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0971_SP_SET: CONCRETE POST
 LW0971_STAMPING: PEDDLERS 1969
 LW0971_MARK LOGO: CGS   
 LW0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0971+STABILITY: SURFACE MOTION
 LW0971
 LW0971  HISTORY     - Date     Condition        Report By
 LW0971  HISTORY     - 1969     MONUMENTED       CGS
 LW0971  HISTORY     - 1969     GOOD             CGS
 LW0971  HISTORY     - 1977     GOOD             NGS
 LW0971  HISTORY     - 1984     GOOD             LOCENG
 LW0971  HISTORY     - 1984     GOOD             USPSQD
 LW0971  HISTORY     - 1984     GOOD             USPSQD
 LW0971  HISTORY     - 1988     GOOD             USPSQD
 LW0971  HISTORY     - 1989     GOOD             USPSQD
 LW0971  HISTORY     - 1990     GOOD             USPSQD
 LW0971  HISTORY     - 19900606 GOOD             RIGS
 LW0971
 LW0971                          STATION DESCRIPTION
 LW0971
 LW0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW0971'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF KINGSTON, 2-1/4
 LW0971'MILES NORTHEAST OF PERRYVILLE, 2 MILES SOUTHWEST OF WAKEFIELD,
 LW0971'1-1/2 MILES EAST-SOUTHEAST OF TUCKERTOWN AND ON HIGHWAY
 LW0971'RIGHT-OF-WAY PROPERTY.
 LW0971'
 LW0971'TO REACH THE STATION FROM THE POST OFFICE IN WAKEFIELD, GO
 LW0971'WESTERLY ON A PAVED STREET FOR 0.05 MILE TO A T INTERSECTION.  TURN
 LW0971'LEFT AND GO SOUTHWESTERLY ON MAIN STREET AND SCENIC ROUTE 1A FOR
 LW0971'1.4 MILES TO THE JUNCTION WITH U.S. HIGHWAY 1.  BEAR RIGHT AND
 LW0971'GO WEST AND SOUTHWESTERLY ON HIGHWAY 1 FOR 0.9 MILE TO THE
 LW0971'STATION ON THE RIGHT AS DESCRIBED.
 LW0971'
 LW0971'STATION MARK, STAMPED PEDDLERS 1969 IS A STANDARD DISK SET IN A
 LW0971'ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 53.4 FEET
 LW0971'NORTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 1,
 LW0971'38.5 FEET SOUTH OF THE SOUTH ONE OF TWO PRIVATE DRIVEWAYS, 17.1
 LW0971'FEET SOUTH OF A PINE TREE, 14.1 FEET SOUTHEAST OF A CONCRETE,
 LW0971'CORNER FENCE POST AND 9.2 FEET SOUTHEAST OF A METAL WITNESS
 LW0971'POST.
 LW0971'
 LW0971'RM 1, STAMPED PEDDLERS NO 1 1969 IS A STANDARD DISK SET IN A
 LW0971'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE IN
 LW0971'THE MEDIAN STRIP OF HIGHWAY 1.  IT IS 48.3 FEET NORTHWEST OF THE
 LW0971'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 1, AND 15.9 FEET
 LW0971'SOUTHEAST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 1.
 LW0971'
 LW0971'RM 2, STAMPED PEDDLERS NO 2 1969 IS A STANDARD DISK CEMENTED IN
 LW0971'A DRILL HOLE IN A 3 BY 4 FOOT BOULDER THAT PROJECTS 8 INCHES.  IT
 LW0971'IS 50.1 FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF
 LW0971'HIGHWAY 1 AND 17.4 FEET EAST OF A FENCE LINE.
 LW0971'
 LW0971'AZ MK, STAMPED PEDDLERS 1969 IS A STANDARD DISK SET IN A ROUND
 LW0971'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 LW0971'63.2 FEET SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF
 LW0971'HIGHWAY 1, 5.8 FEET NORTH OF A METAL WITNESS POST AND 3.6 FEET
 LW0971'NORTHWEST OF A CONCRETE FENCE POST.
 LW0971'
 LW0971'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ON
 LW0971'HIGHWAY 1 FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LW0971'
 LW0971'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW0971
 LW0971                          STATION RECOVERY (1969)
 LW0971
 LW0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LW0971'1.8 MI SW FROM WAKEFIELD.
 LW0971'ABOUT 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE HIGHWAY
 LW0971'OVERPASS OVER POND STREET AT WAKEFIELD, 0.9 MILE SOUTHWEST OF
 LW0971'THE JUNCTION OF STATE HIGHWAY 1A LEADING NORTHEAST TO WAKEFIELD,
 LW0971'NEAR THE NORTHEAST END OF A 8 FOOT HIGH CUT, 53.6 FEET NORTHWEST
 LW0971'OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 38 1/2
 LW0971'FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST ONE OF TWO
 LW0971'DRIVEWAYS, 14 FEET SOUTHEAST OF A CORNER CONCRETE FENCE POST, 9
 LW0971'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 LW0971'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 LW0971'ABOVE THE LEVEL OF THE GROUND.
 LW0971
 LW0971                          STATION RECOVERY (1977)
 LW0971
 LW0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LW0971'THE STATION MARK, REFERENCE MARKS 1 AND AZIMUTH MARK WERE RECOVERED
 LW0971'IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS TO THE MARKS
 LW0971'CHECKED WITH THE 1969 DATA.
 LW0971'
 LW0971'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF KINGSTON, ABOUT
 LW0971'2-1/4 MILES NORTHEAST OF PERRYVILLE, ABOUT 2 MILES SOUTHWEST OF
 LW0971'WAKEFIELD AND HIGHWAY RIGHT-OF-WAY.
 LW0971'
 LW0971'TO REACH THE STATION FROM POST OFFICE IN WAKEFIELD, GO WEST FOR
 LW0971'0.05 MILE TO A T ROAD, TURN LEFT, GO SOUTHERLY ON MAIN STREET AND
 LW0971'SCENIC HIGHWAY 1A FOR 1.4 MILES TO JUNCTION OF U.S. HIGHWAY 1,
 LW0971'BEAR RIGHT, GO WESTERLY ON U.S. HIGHWAY 1 FOR 0.7 MILE TO THE
 LW0971'AZIMUTH MARK ON LEFT, CONTINUE SOUTHWEST ON U.S. HIGHWAY 1 FOR
 LW0971'0.2 MILE TO STATION ON RIGHT.
 LW0971'
 LW0971'STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 LW0971'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED PEDDLERS
 LW0971'1969.  IT IS 53 FEET NORTHWEST OF SOUTHBOUND LANE OF U.S. HIGHWAY
 LW0971'1, 38 FEET WEST OF CENTER OF DRIVEWAY, 14 FEET SOUTHEAST OF A
 LW0971'CONCRETE CORNER POST AND 9.2 FEET SOUTH OF WITNESS POST.
 LW0971'
 LW0971'REFERENCE MARK 1 IS A STANDARD DISK SET IN TOP OF A 12 INCH
 LW0971'ROUND CONCRETE MONUMENT FLUSH WITH GROUND AND IS STAMPED PEDDLERS
 LW0971'NO 1 1969.  IT IS 48 FEET NORTHWEST OF NORTHBOUND LANE OF
 LW0971'U.S. HIGHWAY 1, 16 FEET SOUTHEAST OF CENTER OF SOUTHBOUND LANE OF
 LW0971'U.S. HIGHWAY 1 AND 3.5 FEET SOUTHEAST OF EDGE OF PAVEMENT.
 LW0971'
 LW0971'REFERENCE MARK 2 IS STANDARD DISK SET IN DRILL HOLE IN A 3 X 4
 LW0971'FOOT BOULDER PROJECTING ABOUT 8 INCHES ABOVE GROUND AND IS STAMPED
 LW0971'PEDDLERS NO 2 1969.  IT IS 50 FEET NORTHWEST OF CENTER OF
 LW0971'SOUTHBOUND LANE OF U.S. HIGHWAY 1, 90 FEET SOUTHWEST OF CENTER OF
 LW0971'DRIVEWAY AND 17 FEET EAST OF FENCE.
 LW0971'
 LW0971'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 LW0971'CONCRETE MONUMENT FLUSH WITH GROUND AND IS STAMPED PEDDLERS
 LW0971'1969.  IT IS 63 FEET SOUTHEAST OF CENTER OF NORTHBOUND LANE OF
 LW0971'U.S. HIGHWAY 1, 5.8 FEET NORTH OF WITNESS POST AND 3.5 FEET
 LW0971'NORTHWEST OF CONCRETE FENCE POST.
 LW0971'
 LW0971'NO MEASUREMENT BETWEEN RMS.
 LW0971'
 LW0971'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW0971'2 MILES SOUTHWEST OF WAKEFIELD.
 LW0971
 LW0971                          STATION RECOVERY (1984)
 LW0971
 LW0971'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (PHG)
 LW0971'PEDDLERS 1969 FOUND GOOD.
 LW0971'PEDDLERS NO 1 1969 FOUND GOOD.
 LW0971'PEDDLERS NO 2 1969 FOUND GOOD.
 LW0971'PEDDLERS 1969 (AZ MK) FOUND GOOD.
 LW0971
 LW0971                          STATION RECOVERY (1984)
 LW0971
 LW0971'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW0971'PEDDLERS 1969 RECOVERED IN GOOD CONDITION.
 LW0971'
 LW0971'PEDDLERS RM NO 2 1969 RECOVERED IN GOOD CONDITION.
 LW0971'
 LW0971'AZ MK PEDDLERS 1969 RECOVERED IN GOOD CONDITION.
 LW0971'
 LW0971'PEDDLERS RM NO 1 1969 THIS REFERENCE MARK WAS NOT RECOVERED.
 LW0971'IT IS SUPPOSED TO BE LOCATED IN THE MEDIAN DIVIDER OF THE HIGHWAY,
 LW0971'WE HAVE RETURNED TO THE AREA FOUR TIMES TO TRY TO LOCATE IT.  IT IS
 LW0971'EVEDENTLY COVERED OVER WITH GRASS WHEN FILLING IN THE DIVIDER.
 LW0971'THE AREA WAS PROBED WITH A PROBING STICK AROUND THE AREA BUT WAS
 LW0971'NOT LOCATED AND PRESUMED LOST.
 LW0971
 LW0971                          STATION RECOVERY (1984)
 LW0971
 LW0971'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0971'RECOVERED IN GOOD CONDITION.
 LW0971
 LW0971                          STATION RECOVERY (1988)
 LW0971
 LW0971'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0971'RECOVERED IN GOOD CONDITION.
 LW0971
 LW0971                          STATION RECOVERY (1989)
 LW0971
 LW0971'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0971'RECOVERED IN GOOD CONDITION.
 LW0971
 LW0971                          STATION RECOVERY (1990)
 LW0971
 LW0971'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0971'RECOVERED IN GOOD CONDITION.
 LW0971
 LW0971                          STATION RECOVERY (1990)
 LW0971
 LW0971'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0971'ABOUT 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE HIGHWAY
 LW0971'OVERPASS OVER POND STREET AT WAKEFIELD, 0.9 MILE SOUTHWEST OF THE
 LW0971'JUNCTION OF STATE HIGHWAY 1A LEADING NORTHEAST TO WAKEFIELD, NEAR THE
 LW0971'NORTHEAST END OF A 8 FOOT HIGH CUT, 53.6 FEET NORTHWEST OF THE CENTER
 LW0971'LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 38 1/2 FEET SOUTHWEST OF
 LW0971'THE CENTER LINE OF THE SOUTHWEST ONE OF TWO DRIVEWAYS, 14 FEET
 LW0971'SOUTHEAST OF A CORNER CONCRETE FENCE POST, 9 FEET SOUTHEAST OF A
 LW0971'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LW0971'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW0971'IN 1984 THIS POINT WAS REPORTED BY USPSQD AS BEING IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0969 ***********************************************************************
 LW0969  DESIGNATION -  PEDDLERS AZ MK
 LW0969  PID         -  LW0969
 LW0969  STATE/COUNTY-  RI/WASHINGTON
 LW0969  USGS QUAD   -  KINGSTON (1975)
 LW0969
 LW0969                         *CURRENT SURVEY CONTROL
 LW0969  ___________________________________________________________________
 LW0969* NAD 83(1996)-  41 25 09.81194(N)    071 31 35.44659(W)     ADJUSTED  
 LW0969* NAVD 88     -        35.592  (meters)     116.77   (feet)  ADJUSTED  
 LW0969  ___________________________________________________________________
 LW0969  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 LW0969  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW0969  DYNAMIC HT  -          35.579 (meters)     116.73  (feet)  COMP
 LW0969  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 LW0969
 LW0969  HORZ ORDER  -  SECOND
 LW0969  VERT ORDER  -  SECOND    CLASS 0
 LW0969
 LW0969.The horizontal coordinates were established by classical geodetic methods
 LW0969.and adjusted by the National Geodetic Survey in August 1998..
 LW0969
 LW0969.The orthometric height was determined by differential leveling
 LW0969.and adjusted by the National Geodetic Survey in June 1991..
 LW0969
 LW0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0969
 LW0969.The geoid height was determined by GEOID03.
 LW0969
 LW0969.The dynamic height is computed by dividing the NAVD 88
 LW0969.geopotential number by the normal gravity value computed on the
 LW0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0969.degrees latitude (g = 980.6199 gals.).
 LW0969
 LW0969.The modeled gravity was interpolated from observed gravity values.
 LW0969
 LW0969;                    North         East     Units Scale Factor Converg.
 LW0969;SPC RI       -    37,322.391    97,783.542   MT  0.99999381   -0 01 03.1
 LW0969;SPC RI       -   122,448.54    320,811.50   sFT  0.99999381   -0 01 03.1
 LW0969;UTM  19      - 4,588,396.068   288,860.303   MT  1.00014866   -1 40 19.5
 LW0969
 LW0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0969!SPC RI       -   0.99999918  x   0.99999381  =   0.99999299
 LW0969!UTM  19      -   0.99999918  x   1.00014866  =   1.00014784
 LW0969
 LW0969                          SUPERSEDED SURVEY CONTROL
 LW0969
 LW0969  NAD 83(1996)-  41 25 09.81101(N)    071 31 35.44567(W) AD(       ) 2
 LW0969  NAD 83(1992)-  41 25 09.81055(N)    071 31 35.44587(W) AD(       ) 2
 LW0969  NAD 83(1992)-  41 25 09.80947(N)    071 31 35.44579(W) AD(       ) 2
 LW0969  NAD 83(1992)-  41 25 09.80917(N)    071 31 35.44550(W) AD(       ) 2
 LW0969  NGVD 29 (??/??/92)   35.868  (m)          117.68   (f) ADJ UNCH    2 0
 LW0969
 LW0969.Superseded values are not recommended for survey control.
 LW0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0969.See file dsdata.txt to determine how the superseded data were derived.
 LW0969
 LW0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8886088396(NAD 83)
 LW0969_MARKER: DZ = AZIMUTH MARK DISK
 LW0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0969_SP_SET: CONCRETE POST
 LW0969_STAMPING: PEDDLERS 1969
 LW0969_MARK LOGO: CGS   
 LW0969_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0969+STABILITY: SURFACE MOTION
 LW0969
 LW0969  HISTORY     - Date     Condition        Report By
 LW0969  HISTORY     - 1969     MONUMENTED       CGS
 LW0969  HISTORY     - 19860606 GOOD             RIGS
 LW0969  HISTORY     - 1988     GOOD             USPSQD
 LW0969  HISTORY     - 1989     GOOD             USPSQD
 LW0969  HISTORY     - 1990     POOR             USPSQD
 LW0969  HISTORY     - 19900606 GOOD             RIGS
 LW0969
 LW0969                          STATION DESCRIPTION
 LW0969
 LW0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0969'1.6 MI SW FROM WAKEFIELD.
 LW0969'ABOUT 1.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 LW0969'OVER POND STREET AT WAKEFIELD, 0.65 MILE SOUTHWEST OF THE JUNCTION
 LW0969'OF STATE HIGHWAY 1A, 63.3 FEET SOUTHEAST OF THE CENTER LINE OF
 LW0969'THE NORTHBOUND LANE OF THE HIGHWAY, 3.4 FEET NORTHWEST OF THE
 LW0969'RIGHT-OF-WAY FENCE LINE, 5.8 FEET NORTHEAST OF A METAL WITNESS
 LW0969'POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF
 LW0969'A CONCRETE POST FLUSH WITH THE GROUND.
 LW0969
 LW0969                          STATION RECOVERY (1986)
 LW0969
 LW0969'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW0969'RECOVERED AS DESCRIBED.
 LW0969
 LW0969                          STATION RECOVERY (1988)
 LW0969
 LW0969'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0969'RECOVERED IN GOOD CONDITION.
 LW0969
 LW0969                          STATION RECOVERY (1989)
 LW0969
 LW0969'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0969'RECOVERED IN GOOD CONDITION.
 LW0969
 LW0969                          STATION RECOVERY (1990)
 LW0969
 LW0969'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0969'MARK RECOVERED IN POOR CONDITION.
 LW0969
 LW0969                          STATION RECOVERY (1990)
 LW0969
 LW0969'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0969'ABOUT 1.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 LW0969'OVER POND STREET AT WAKEFIELD, 0.65 MILE SOUTHWEST OF THE JUNCTION OF
 LW0969'STATE HIGHWAY 1A, 63.3 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LW0969'NORTHBOUND LANE OF THE HIGHWAY, 3.4 FEET NORTHWEST OF THE
 LW0969'RIGHT-OF-WAY FENCE LINE, 5.8 FEET NORTHEAST OF A METAL WITNESS POST,
 LW0969'2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 LW0969'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0970 ***********************************************************************
 LW0970  DESIGNATION -  PEDDLERS RM 1
 LW0970  PID         -  LW0970
 LW0970  STATE/COUNTY-  RI/WASHINGTON
 LW0970  USGS QUAD   -  KINGSTON (1975)
 LW0970
 LW0970                         *CURRENT SURVEY CONTROL
 LW0970  ___________________________________________________________________
 LW0970* NAD 83(1996)-  41 25 02.64582(N)    071 31 41.35141(W)     ADJUSTED  
 LW0970* NAVD 88     -        37.139  (meters)     121.85   (feet)  ADJUSTED  
 LW0970  ___________________________________________________________________
 LW0970  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 LW0970  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW0970  DYNAMIC HT  -          37.126 (meters)     121.80  (feet)  COMP
 LW0970  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 LW0970
 LW0970  HORZ ORDER  -  SECOND
 LW0970  VERT ORDER  -  SECOND    CLASS 0
 LW0970
 LW0970.The horizontal coordinates were established by classical geodetic methods
 LW0970.and adjusted by the National Geodetic Survey in August 1998..
 LW0970
 LW0970.The orthometric height was determined by differential leveling
 LW0970.and adjusted by the National Geodetic Survey in June 1991..
 LW0970
 LW0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0970
 LW0970.The geoid height was determined by GEOID03.
 LW0970
 LW0970.The dynamic height is computed by dividing the NAVD 88
 LW0970.geopotential number by the normal gravity value computed on the
 LW0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0970.degrees latitude (g = 980.6199 gals.).
 LW0970
 LW0970.The modeled gravity was interpolated from observed gravity values.
 LW0970
 LW0970;                    North         East     Units Scale Factor Converg.
 LW0970;SPC RI       -    37,101.357    97,646.349   MT  0.99999382   -0 01 07.0
 LW0970;SPC RI       -   121,723.37    320,361.40   sFT  0.99999382   -0 01 07.0
 LW0970;UTM  19      - 4,588,179.053   288,716.763   MT  1.00014940   -1 40 23.1
 LW0970
 LW0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0970!SPC RI       -   0.99999893  x   0.99999382  =   0.99999275
 LW0970!UTM  19      -   0.99999893  x   1.00014940  =   1.00014833
 LW0970
 LW0970                          SUPERSEDED SURVEY CONTROL
 LW0970
 LW0970  NAD 83(1996)-  41 25 02.64488(N)    071 31 41.35048(W) AD(       ) 2
 LW0970  NAD 83(1992)-  41 25 02.64442(N)    071 31 41.35069(W) AD(       ) 2
 LW0970  NAD 83(1992)-  41 25 02.64334(N)    071 31 41.35061(W) AD(       ) 2
 LW0970  NAD 83(1992)-  41 25 02.64307(N)    071 31 41.35025(W) AD(       ) 2
 LW0970  NGVD 29 (??/??/92)   37.415  (m)          122.75   (f) ADJ UNCH    2 0
 LW0970
 LW0970.Superseded values are not recommended for survey control.
 LW0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0970.See file dsdata.txt to determine how the superseded data were derived.
 LW0970
 LW0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8871788179(NAD 83)
 LW0970_MARKER: DR = REFERENCE MARK DISK
 LW0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0970_SP_SET: CONCRETE POST
 LW0970_STAMPING: PEDDLERS NO 1 1969
 LW0970_MARK LOGO: CGS   
 LW0970_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0970+STABILITY: SURFACE MOTION
 LW0970
 LW0970  HISTORY     - Date     Condition        Report By
 LW0970  HISTORY     - 1969     MONUMENTED       CGS
 LW0970  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LW0970  HISTORY     - 19860606 GOOD             RIGS
 LW0970  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW0970  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0970  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW0970  HISTORY     - 19900606 GOOD             RIGS
 LW0970
 LW0970                          STATION DESCRIPTION
 LW0970
 LW0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0970'1.8 MI SW FROM WAKEFIELD.
 LW0970'ABOUT 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE HIGHWAY
 LW0970'OVERPASS OVER POND STREET AT WAKEFIELD, IN THE MEDIAN STRIP, 48.3
 LW0970'FEET NORTHWEST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW0970'HIGHWAY, 15.9 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHBOUND
 LW0970'LANE OF THE HIGHWAY, 80.4 FEET SOUTHEAST OF AND ACROSS THE
 LW0970'SOUTHBOUND LANE FROM THE STATION MARK DESCRIBED, ABOUT LEVEL WITH
 LW0970'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW0970'GROUND.
 LW0970
 LW0970                          STATION RECOVERY (1984)
 LW0970
 LW0970'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0970'MARK NOT FOUND.
 LW0970
 LW0970                          STATION RECOVERY (1986)
 LW0970
 LW0970'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW0970'RECOVERED AS DESCRIBED.
 LW0970
 LW0970                          STATION RECOVERY (1988)
 LW0970
 LW0970'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0970'MARK NOT FOUND.
 LW0970
 LW0970                          STATION RECOVERY (1989)
 LW0970
 LW0970'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0970'MARK NOT FOUND.
 LW0970
 LW0970                          STATION RECOVERY (1990)
 LW0970
 LW0970'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0970'MARK NOT FOUND.
 LW0970
 LW0970                          STATION RECOVERY (1990)
 LW0970
 LW0970'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0970'ABOUT 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE HIGHWAY
 LW0970'OVERPASS OVER POND STREET AT WAKEFIELD, IN THE MEDIAN STRIP, 48.3
 LW0970'FEET NORTHWEST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW0970'HIGHWAY, 15.9 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHBOUND
 LW0970'LANE OF THE HIGHWAY, 80.4 FEET SOUTHEAST OF AND ACROSS THE SOUTHBOUND
 LW0970'LANE FROM THE STATION MARK DESCRIBED, ABOUT LEVEL WITH THE HIGHWAY
 LW0970'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  IN 1984
 LW0970'THIS POINT WAS REPORTED BY USPSQD AS BEING NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0972 ***********************************************************************
 LW0972  DESIGNATION -  PEDDLERS RM 2
 LW0972  PID         -  LW0972
 LW0972  STATE/COUNTY-  RI/WASHINGTON
 LW0972  USGS QUAD   -  KINGSTON (1975)
 LW0972
 LW0972                         *CURRENT SURVEY CONTROL
 LW0972  ___________________________________________________________________
 LW0972* NAD 83(1996)-  41 25 02.09570(N)    071 31 42.64475(W)     ADJUSTED  
 LW0972* NAVD 88     -        39.387  (meters)     129.22   (feet)  ADJUSTED  
 LW0972  ___________________________________________________________________
 LW0972  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 LW0972  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW0972  DYNAMIC HT  -          39.374 (meters)     129.18  (feet)  COMP
 LW0972  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 LW0972
 LW0972  HORZ ORDER  -  SECOND
 LW0972  VERT ORDER  -  SECOND    CLASS 0
 LW0972
 LW0972.The horizontal coordinates were established by classical geodetic methods
 LW0972.and adjusted by the National Geodetic Survey in August 1998..
 LW0972
 LW0972.The orthometric height was determined by differential leveling
 LW0972.and adjusted by the National Geodetic Survey in April 1995..
 LW0972
 LW0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0972
 LW0972.The geoid height was determined by GEOID03.
 LW0972
 LW0972.The dynamic height is computed by dividing the NAVD 88
 LW0972.geopotential number by the normal gravity value computed on the
 LW0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0972.degrees latitude (g = 980.6199 gals.).
 LW0972
 LW0972.The modeled gravity was interpolated from observed gravity values.
 LW0972
 LW0972;                    North         East     Units Scale Factor Converg.
 LW0972;SPC RI       -    37,084.395    97,616.308   MT  0.99999382   -0 01 07.9
 LW0972;SPC RI       -   121,667.72    320,262.84   sFT  0.99999382   -0 01 07.9
 LW0972;UTM  19      - 4,588,162.963   288,686.241   MT  1.00014956   -1 40 24.0
 LW0972
 LW0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0972!SPC RI       -   0.99999858  x   0.99999382  =   0.99999240
 LW0972!UTM  19      -   0.99999858  x   1.00014956  =   1.00014814
 LW0972
 LW0972                          SUPERSEDED SURVEY CONTROL
 LW0972
 LW0972  NAD 83(1996)-  41 25 02.09477(N)    071 31 42.64382(W) AD(       ) 2
 LW0972  NAD 83(1992)-  41 25 02.09431(N)    071 31 42.64403(W) AD(       ) 2
 LW0972  NAD 83(1992)-  41 25 02.09324(N)    071 31 42.64394(W) AD(       ) 2
 LW0972  NAD 83(1992)-  41 25 02.09274(N)    071 31 42.64374(W) AD(       ) 2
 LW0972  NAVD 88 (06/15/91)   39.392  (m)          129.24   (f) UNKNOWN     2 0
 LW0972  NGVD 29 (??/??/92)   39.668  (m)          130.14   (f) ADJ UNCH    2 0
 LW0972
 LW0972.Superseded values are not recommended for survey control.
 LW0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0972.See file dsdata.txt to determine how the superseded data were derived.
 LW0972
 LW0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8868688163(NAD 83)
 LW0972_MARKER: DR = REFERENCE MARK DISK
 LW0972_SETTING: 80 = SET IN A BOULDER
 LW0972_SP_SET: BOULDER
 LW0972_STAMPING: PEDDLERS NO 2 1969
 LW0972_MARK LOGO: CGS   
 LW0972_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0972+STABILITY: SURFACE MOTION
 LW0972
 LW0972  HISTORY     - Date     Condition        Report By
 LW0972  HISTORY     - 1969     MONUMENTED       CGS
 LW0972  HISTORY     - 1984     GOOD             USPSQD
 LW0972  HISTORY     - 19860606 GOOD             RIGS
 LW0972  HISTORY     - 1988     GOOD             USPSQD
 LW0972  HISTORY     - 1989     GOOD             USPSQD
 LW0972  HISTORY     - 1990     GOOD             USPSQD
 LW0972  HISTORY     - 19900606 GOOD             RIGS
 LW0972
 LW0972                          STATION DESCRIPTION
 LW0972
 LW0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0972'1.8 MI SW FROM WAKEFIELD.
 LW0972'ABOUT 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 LW0972'OVER POND STREET AT WAKEFIELD, 0.9 MILE SOUTHWEST OF THE JUNCTION
 LW0972'OF STATE HIGHWAY 1A LEADING NORTHEAST TO WAKEFIELD, ON THE TOP
 LW0972'OF AN 8-FOOT HIGH CUT, SET ON THE TOP OF THE HIGHEST POINT OF A
 LW0972'3-BY-4-FOOT BURIED BOULDER WHICH PROJECTS 8 INCHES ABOVE THE
 LW0972'GROUND, 50.1 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND
 LW0972'LANE OF THE HIGHWAY, 17 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE
 LW0972'LINE, 51.9 FEET SOUTHWEST OF THE STATION MARK DESCRIBED, 113.2
 LW0972'FEET WEST OF AND ACROSS THE SOUTHBOUND LANE OF THE HIGHWAY FROM
 LW0972'RM 1 DESCRIBED, 7 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 8
 LW0972'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0972
 LW0972                          STATION RECOVERY (1984)
 LW0972
 LW0972'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0972'RECOVERED IN GOOD CONDITION.
 LW0972
 LW0972                          STATION RECOVERY (1986)
 LW0972
 LW0972'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW0972'RECOVERED AS DESCRIBED.
 LW0972
 LW0972                          STATION RECOVERY (1988)
 LW0972
 LW0972'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0972'RECOVERED IN GOOD CONDITION.
 LW0972
 LW0972                          STATION RECOVERY (1989)
 LW0972
 LW0972'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0972'RECOVERED IN GOOD CONDITION.
 LW0972
 LW0972                          STATION RECOVERY (1990)
 LW0972
 LW0972'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0972'RECOVERED IN GOOD CONDITION.
 LW0972
 LW0972                          STATION RECOVERY (1990)
 LW0972
 LW0972'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0972'ABOUT 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 LW0972'OVER POND STREET AT WAKEFIELD, 0.9 MILE SOUTHWEST OF THE JUNCTION OF
 LW0972'STATE HIGHWAY 1A LEADING NORTHEAST TO WAKEFIELD, ON THE TOP OF AN
 LW0972'8-FOOT HIGH CUT, SET ON THE TOP OF THE HIGHEST POINT OF A 3-BY-4-FOOT
 LW0972'BURIED BOULDER WHICH PROJECTS 8 INCHES ABOVE THE GROUND, 50.1 FEET
 LW0972'NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY,
 LW0972'17 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 51.9 FEET SOUTHWEST
 LW0972'OF THE STATION MARK DESCRIBED, 113.2 FEET WEST OF AND ACROSS THE
 LW0972'SOUTHBOUND LANE OF THE HIGHWAY FROM RM 1 DESCRIBED, 7 FEET SOUTHEAST
 LW0972'OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0972'IN 1984 THIS POINT WAS REPORTED BY USPSQD AS BEING IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3316 ***********************************************************************
 LW3316  DESIGNATION -  PHELPS
 LW3316  PID         -  LW3316
 LW3316  STATE/COUNTY-  RI/WASHINGTON
 LW3316  USGS QUAD   -  WATCH HILL (1984)
 LW3316
 LW3316                         *CURRENT SURVEY CONTROL
 LW3316  ___________________________________________________________________
 LW3316* NAD 83(1996)-  41 18 41.51652(N)    071 51 11.35873(W)     ADJUSTED  
 LW3316* NAVD 88     -        18.6    (meters)      61.     (feet)  VERTCON   
 LW3316  ___________________________________________________________________
 LW3316  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LW3316  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LW3316
 LW3316  HORZ ORDER  -  FIRST
 LW3316
 LW3316.The horizontal coordinates were established by classical geodetic methods
 LW3316.and adjusted by the National Geodetic Survey in August 1998..
 LW3316
 LW3316.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3316
 LW3316.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3316
 LW3316.The geoid height was determined by GEOID03.
 LW3316
 LW3316;                    North         East     Units Scale Factor Converg.
 LW3316;SPC RI       -    25,403.273    70,427.724   MT  1.00000451   -0 13 59.3
 LW3316;SPC RI       -    83,343.90    231,061.62   sFT  1.00000451   -0 13 59.3
 LW3316;SPC CT       -   205,897.529   379,898.357   MT  0.99999062   +0 35 40.8
 LW3316;SPC CT       -   675,515.48  1,246,383.19   sFT  0.99999062   +0 35 40.8
 LW3316;UTM  19      - 4,577,268.458   261,165.805   MT  1.00030206   -1 53 03.9
 LW3316
 LW3316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3316!SPC RI       -   1.00000189  x   1.00000451  =   1.00000640
 LW3316!SPC CT       -   1.00000189  x   0.99999062  =   0.99999251
 LW3316!UTM  19      -   1.00000189  x   1.00030206  =   1.00030395
 LW3316
 LW3316|---------------------------------------------------------------------|
 LW3316| PID    Reference Object                     Distance      Geod. Az  |
 LW3316|                                                           dddmmss.s |
 LW3316| CB7991 PHELPS RM 1                          31.751 METERS 00910     |
 LW3316| LW3326 WESTERLY RADIO STA WERI MAST        APPROX. 6.3 KM 0134346.5 |
 LW3316| LW3254 CHAMPLIN 2                                         01724     |
 LW3316| LW3248 WESTERLY WARD HIGH SCH CUPOLA       APPROX. 7.7 KM 0214005.1 |
 LW3316| LW3277 FORT HILL NEW TANK                  APPROX. 4.3 KM 0452340.7 |
 LW3316| CB7990 PHELPS AZ MK                                       0834018.5 |
 LW3316| CB7994 PHELPS RM 4                          19.790 METERS 15504     |
 LW3316| CB7992 PHELPS RM 2                          93.455 METERS 18642     |
 LW3316| LW3339 WATCH HILL OCEAN HOUSE FLAG         139.253 METERS 19832     |
 LW3316| CB7993 PHELPS RM 3                          70.013 METERS 23426     |
 LW3316| LW3437 STONINGTON MUN TANK                 APPROX. 4.8 KM 3052859.8 |
 LW3316|---------------------------------------------------------------------|
 LW3316
 LW3316                          SUPERSEDED SURVEY CONTROL
 LW3316
 LW3316  NAD 83(1992)-  41 18 41.51521(N)    071 51 11.35794(W) AD(       ) 1
 LW3316  NAD 83(1986)-  41 18 41.51451(N)    071 51 11.36052(W) AD(       ) 1
 LW3316  NAD 27      -  41 18 41.15627(N)    071 51 13.11352(W) AD(       ) 1
 LW3316  NGVD 29 (07/19/86)   18.9    (m)           62.     (f) VERT ANG       
 LW3316
 LW3316.Superseded values are not recommended for survey control.
 LW3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3316.See file dsdata.txt to determine how the superseded data were derived.
 LW3316
 LW3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6116677268(NAD 83)
 LW3316_MARKER: DS = TRIANGULATION STATION DISK
 LW3316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3316+STABILITY: SURFACE MOTION
 LW3316
 LW3316  HISTORY     - Date     Condition        Report By
 LW3316  HISTORY     - 1932     MONUMENTED       CGS
 LW3316  HISTORY     - 1934     GOOD             CGS
 LW3316  HISTORY     - 1937     GOOD             CTGS
 LW3316  HISTORY     - 1940     GOOD             CGS
 LW3316  HISTORY     - 1948     GOOD             CGS
 LW3316  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3316  HISTORY     - 1969     GOOD             CGS
 LW3316  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LW3316  HISTORY     - 1979     GOOD             NGS
 LW3316  HISTORY     - 1990     GOOD             USPSQD
 LW3316  HISTORY     - 20011118 GOOD             USPSQD
 LW3316
 LW3316                          STATION DESCRIPTION
 LW3316
 LW3316'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW3316'STATION IS IN THE VILLAGE OF WATCH HILL ABOUT 5 MILES FROM
 LW3316'WESTERLY ON THE PROPERTY OF MISS H.E. PHELPS.
 LW3316'
 LW3316'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LW3316'CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 LW3316'
 LW3316'REFERENCE MARK NO. 1 IS 31.75 METERS N OF THE STATION IN A
 LW3316'STONE FENCE, 1 FOOT E OF THE E SIDE OF GATE.  REFERENCE MARK
 LW3316'NO. 2 IS APPROXIMATELY 150 METERS S OF THE STATION IN CEMENT
 LW3316'SIDEWALK ON THE E SIDE OF THE STREET BY STONE GATEPOST ON THE S
 LW3316'SIDE OF THE GATE LEADING TO THE HOUSE.  THIS GATEPOST IS ALSO
 LW3316'ON THE NW CORNER OF OCEAN HOUSE HOTEL YARD.  REFERENCE MARK
 LW3316'NO. 3 IS 69.99 METERS WSW OF THE STATION IN A ROUND-TOPPED ROCK
 LW3316'EXTENDING 2 INCHES ABOVE THE SURFACE, 4 METERS NW OF NW CORNER
 LW3316'OF LARGE HOUSE WITH SHINGLED SIDES, 8 METERS E OF IRON PIPE
 LW3316'FENCE.
 LW3316'
 LW3316'TO REACH STATION FOLLOW MAIN HIGHWAY FROM WESTERLY TO WATCH
 LW3316'HILL AND TURN LEFT AT TELEPHONE POLE NO. 695, JUST BEYOND MEMORIAL
 LW3316'STATUE, AND GO 0.1 MILE TO THE STATION SITE.  MARK IS 12 INCHES
 LW3316'BELOW THE SURFACE IN FRONT YARD OF LARGE BROWN HOUSE, 21.7
 LW3316'METERS E OF THE NE CORNER OF THE PORCH, 8 METERS N OF CENTER
 LW3316'LINE OF ROAD, 17 METERS W OF STONE FENCE ON THE E SIDE OF THE
 LW3316'FRONT YARD.
 LW3316'
 LW3316'HEIGHT OF SIGNAL ABOVE STATION MARK - 34 METERS.
 LW3316
 LW3316                          STATION RECOVERY (1934)
 LW3316
 LW3316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3316'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 LW3316'IN GOOD CONDITION.  STATION USED IN MAIN SCHEME WITH 30-FOOT TOWER.
 LW3316
 LW3316                          STATION RECOVERY (1937)
 LW3316
 LW3316'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1937
 LW3316'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN ORIGINAL
 LW3316'DESCRIPTION WITH FOLLOWING CHANGES--
 LW3316'
 LW3316'SITUATED IN WASHINGTON COUNTY, NOT WESTERLY.
 LW3316'
 LW3316'REFERENCE MARK NO. 2 IS 306.6 FEET SSE OF STATION, NOT 150
 LW3316'METERS (APPROXIMATELY).
 LW3316
 LW3316                          STATION RECOVERY (1940)
 LW3316
 LW3316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3316'THE STATION AND THE THREE REFERENCE MARKS WERE RECOVERED IN
 LW3316'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT
 LW3316'THAT R.M. NO. 2 IS ABOUT 90 METERS FROM THE STATION INSTEAD OF
 LW3316'150 METERS.  THE STATION IS ABOUT 100 METERS NORTHEAST OF THE
 LW3316'OCEAN HOUSE HOTEL, WHICH IS THE LARGEST AND MOST PROMINENT
 LW3316'BUILDING IN THE VICINITY.
 LW3316
 LW3316                          STATION RECOVERY (1948)
 LW3316
 LW3316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3316'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 LW3316'EXCEPT THAT THE STATION IS SET IN THE FRONT YARD OF PROPERTY
 LW3316'NOW BELONGING TO FLOYD T. STARR.
 LW3316
 LW3316                          STATION RECOVERY (1954)
 LW3316
 LW3316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3316'REFERENCE MARKS 1, 2 AND 3 RECOVERED IN GOOD CONDITION.  STATION
 LW3316'MARK WAS NOT RECOVERED BECAUSE OF PROPERTY OWNERS OBJECTION TO
 LW3316'DIGGING.  NO VISIBLE SIGNS EXIST WHICH WOULD CAUSE DOUBT AS TO
 LW3316'EXISTENCE OF THE STATION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LW3316'
 LW3316'STATION IS IN THE VILLAGE OF WATCH HILL, ON THE HIGHEST HILL
 LW3316'JUST N OF OCEAN HOUSE HOTEL.
 LW3316'
 LW3316'REFERENCE MARK 1 IS IN A LARGE STONE IN A STONE FENCE N OF THE
 LW3316'STATION, APPROXIMATELY IN THE CENTER OF THE FENCE, VERTICALLY,
 LW3316'AND 1 FT. E OF THE E SIDE OF A GATE.  STAMPED PHELPS NO 1 1932.
 LW3316'
 LW3316'REFERENCE MARK 2 IS S OF THE STATION, IN THE SIDEWALK ALONG
 LW3316'THE N SIDE OF THE OCEAN HOUSE HOTEL, AT THE W SIDE OF THE
 LW3316'ENTRANCE TO THE DRIVEWAY LEADING TO THE REAR OF THE HOTEL.
 LW3316'
 LW3316'REFERENCE MARK 3 IS W-SW OF THE STATION IN A ROUND-TOP BOULDER
 LW3316'EXTENDING 2 IN. ABOVE THE SURFACE, 4 M. NW OF THE NW CORNER OF
 LW3316'A LARGE HOUSE WITH SHINGLED SIDES, AND 8 M. E OF A STEEL FENCE.
 LW3316'
 LW3316'TO REACH THE STATION FOLLOW THE MAIN HIGHWAY FROM WESTERLY TO
 LW3316'WATCH HILL, IN WATCH HILL TURN LEFT ON A STREET AT A LOW STATUE
 LW3316'OF AN INDIAN AND GO 0.1 MI. TO THE STATION.
 LW3316'
 LW3316'STATION IS ON A HILL ABOVE THE STREET, IN THE FRONT LAWN OF A
 LW3316'LARGE HOUSE COVERED WITH SHINGLES PAINTED A DARK REDDISH-BROWN.
 LW3316
 LW3316                          STATION RECOVERY (1969)
 LW3316
 LW3316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3316'STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AND FOUND IN
 LW3316'GOOD CONDITION.  DISTANCE CHECKED TO REFERENCE MARK 1.  DIRECTION
 LW3316'TO REFERENCE MARK 1 AND 2 CHECKED WITH THE ORIGINAL
 LW3316'DESCRIPTION.  THE DIRECTION TO REFERENCE MARK 3 WAS NOT TAKEN
 LW3316'DUE TO TREE ON LINE.  DUE TO TREES AND A 6 FOOT HIGH WOODEN
 LW3316'FENCE THE DISTANCE TO REFERENCE MARKS 2 AND 3 COULD NOT BE
 LW3316'MEASURED.  REFERENCE MARK 4 AND AN AZIMUTH MARK WERE
 LW3316'ESTABLISHED AT THIS TIME.  DUE TO CHANGES, A COMPLETE NEW
 LW3316'DESCRIPTION FOLLOWS.
 LW3316'
 LW3316'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF
 LW3316'WESTERLY, 1-1/2 MILES SOUTHWEST OF AVONDALE, IN THE NORTHEAST
 LW3316'PART OF WATCH HILL AND ON PROPERTY OF MR. FLOYD T. STAR.
 LW3316'
 LW3316'TO REACH THE STATION FROM THE SMALL VILLAGE OF AVONDALE (ABOUT
 LW3316'3-1/2 MILES SOUTH OF WESTERLY), GO SOUTHWESTERLY ON U.S. SCENIC
 LW3316'1A HIGHWAY FOR 0.3 MILE TO WHERE U.S. SCENIC 1A HIGHWAY TURNS
 LW3316'LEFT AND WATCH HILL ROAD CONTINUES SOUTHWESTERLY.  CONTINUE
 LW3316'AHEAD ON WATCH HILL ROAD FOR 1.25 MILE TO WATCH HILL FIRE
 LW3316'DEPARTMENT ON LEFT.  CONTINUE SOUTHWESTERLY ON WATCH HILL ROAD
 LW3316'FOR 0.35 MILE TO WESTERLY ROAD ON LEFT.  TURN LEFT ON WESTERLY
 LW3316'ROAD AND GO SOUTHWEST FOR 0.15 MILE TO EVERETT AVENUE ON
 LW3316'LEFT.  CONTINUE AHEAD SOUTHWEST ON WESTERLY ROAD FOR 0.05
 LW3316'MILE TO A PRIVATE DRIVE ON RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 LW3316'PRIVATE DRIVE UPHILL FOR ABOUT 200 FEET TO STATION ON RIGHT AS
 LW3316'DESCRIBED.
 LW3316'
 LW3316'ALL MARKS ARE STANDARD DISKS.
 LW3316'
 LW3316'STATION MARK, STAMPED PHELPS 1932, IS SET IN A CONCRETE POST
 LW3316'15 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 101 FEET
 LW3316'SOUTHWEST OF THE ROCK FENCE, 99.5 FEET EAST-NORTHEAST OF SOUTH
 LW3316'CORNER OF PORCH, 71 FEET EAST OF EAST CORNER OF PORCH, 58 FEET
 LW3316'NORTHWEST OF ROCK FENCE AND 23.5 FEET NORTHEAST OF CENTER OF
 LW3316'DRIVEWAY.  (NOTE 1A-7A)
 LW3316'
 LW3316'RM 1, STAMPED PHELPS NO 1 1932, IS CEMENTED IN A DRILL HOLE IN
 LW3316'A BOULDER THAT PROJECTS ABOUT 15 INCHES AND IS IN A STONE
 LW3316'FENCE.  IT IS 57 FEET SOUTHEAST OF THE WEST CORNER OF BUILDING
 LW3316'AND 16 FEET SOUTHWEST OF THE SOUTH CORNER OF BUILDING.  (NOTE 12C)
 LW3316'
 LW3316'RM 2, STAMPED PHELPS NO 2 1932, IS CEMENTED IN A DRILL HOLE IN
 LW3316'CONCRETE SIDE WALK AND IS FLUSH.  IT IS 76 FEET EAST-NORTHEAST
 LW3316'OF ENTRANCE OF OCEAN HOUSE, 22 FEET SOUTH-SOUTHEAST OF CENTER
 LW3316'OF WESTERLY ROAD AND 13 FEET SOUTHWEST OF CENTER OF PRIVATE
 LW3316'DRIVEWAY TO OCEAN HOUSE.
 LW3316'
 LW3316'RM 3, STAMPED PHELPS NO 3 1932, IS CEMENTED IN A DRILL HOLE IN
 LW3316'A 12 BY 15 INCH BEDROCK FORMATION THAT IS FLUSH WITH GROUND.  IT
 LW3316'IS 20 FEET NORTHEAST OF A 6 FOOT HIGH WOODEN FENCE, 12 FEET
 LW3316'NORTH-NORTHWEST OF THE NORTH CORNER OF A TWO STORY HOUSE THAT
 LW3316'IS SHINGLED ON TOP AND ENCLOSED WITH GLASS ON BOTTOM AND 6 FEET
 LW3316'SOUTHEAST OF A 6 FOOT HIGH WOODEN FENCE.  (NOTE 12C)
 LW3316'
 LW3316'RM 4, STAMPED PHELPS NO 4 1932 1969, PROJECTS ABOUT 2 FEET.  IT
 LW3316'IS 25 FEET NORTHEAST OF CENTER OF DRIVEWAY, 16 FEET NORTH OF
 LW3316'WEST END OF ROCK WALL AND 6.5 FEET WEST OF ROCK WALL.  (NOTE 12C)
 LW3316'
 LW3316'AZ MK, STAMPED PHELPS 1932 1969, IS CEMENTED IN A DRILL HOLE IN
 LW3316'A BOULDER THAT IS FLUSH ON THE NORTH SIDE AND PROJECTS 4 FEET
 LW3316'ON THE EAST, WEST AND SOUTH SIDE.  IT IS 62.5 FEET
 LW3316'SOUTH-SOUTHEAST OF POWER POLE 777, 48 FEET SOUTH-SOUTHEAST OF
 LW3316'CENTER OF NIANTIC AVENUE AND 4.3 FEET SOUTHWEST OF A METAL
 LW3316'WITNESS POST.  (NOTE 17C)
 LW3316'
 LW3316'TO REACH THE AZ MK FROM THE DRIVEWAY THAT LEADS INTO STATION,
 LW3316'GO NORTHEAST ON WESTERLY ROAD FOR 0.05 MILE TO EVERETT AVENUE.  TURN
 LW3316'RIGHT AND GO SOUTH ON EVERETT AVENUE FOR 200 FEET TO NIANTIC
 LW3316'AVENUE.  TURN LEFT AND GO EAST ON NIANTIC AVENUE FOR 0.3 MILE TO
 LW3316'POWER POLE 777 ON LEFT AND MARK ON RIGHT AS DESCRIBED.
 LW3316'
 LW3316'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 LW3316'
 LW3316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3316'LOCATED IN NORTHEAST PART OF WATCH HILL.
 LW3316
 LW3316                          STATION RECOVERY (1975)
 LW3316
 LW3316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3316'THE STATION, REFERENCE MARKS 1,2,3 AND 4 AND THE AZIMUTH MARK
 LW3316'WERE RECOVERED AS DESCRIBED BY R. P. KONRADY IN 1969.  ALL
 LW3316'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE SURFACE
 LW3316'STATION MARK WAS DUG UP TO CHECK FOR ECCENTRICITY, BECAUSE
 LW3316'OF BAD CHECK ANGLES.  IT WAS FOUND TO BE PLUMB WITH THE
 LW3316'UNDERGROUND STATION MARK.  THE SURFACE MARK WAS REPLACED IN
 LW3316'ITS ORIGINAL LOCATION.
 LW3316'
 LW3316'NO MEASUREMENT WAS MADE TO REFERENCE MARKS 1 AND 2 DUE TO TREES
 LW3316'ON LINE.
 LW3316
 LW3316                          STATION RECOVERY (1979)
 LW3316
 LW3316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW3316'THE STATION MARK, REFERENCE MARKS 1, 2, 3 AND 4 AND THE AZIMUTH MARK
 LW3316'WERE RECOVERED IN GOOD CONDITION.  THE 1969 DESCRIPTION IS ADEQUATE
 LW3316'FOR RECOVERING THE STATION.
 LW3316
 LW3316                          STATION RECOVERY (1990)
 LW3316
 LW3316'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW3316'RECOVERED IN GOOD CONDITION.
 LW3316
 LW3316                          STATION RECOVERY (2001)
 LW3316
 LW3316'RECOVERY NOTE BY US POWER SQUADRON 2001 (TLK)
 LW3316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1309 ***********************************************************************
 LW1309  DESIGNATION -  PHILIP AZ MK
 LW1309  PID         -  LW1309
 LW1309  STATE/COUNTY-  RI/PROVIDENCE
 LW1309  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1309
 LW1309                         *CURRENT SURVEY CONTROL
 LW1309  ___________________________________________________________________
 LW1309* NAD 83(1986)-  41 52 23.     (N)    071 33 40.     (W)     SCALED    
 LW1309* NAVD 88     -        91.766  (meters)     301.07   (feet)  ADJUSTED  
 LW1309  ___________________________________________________________________
 LW1309  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW1309  DYNAMIC HT  -          91.735 (meters)     300.97  (feet)  COMP
 LW1309  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 LW1309
 LW1309  VERT ORDER  -  SECOND    CLASS 0
 LW1309
 LW1309.The horizontal coordinates were scaled from a topographic map and have
 LW1309.an estimated accuracy of +/- 6 seconds.
 LW1309
 LW1309.The orthometric height was determined by differential leveling
 LW1309.and adjusted by the National Geodetic Survey in June 1991..
 LW1309
 LW1309.The geoid height was determined by GEOID03.
 LW1309
 LW1309.The dynamic height is computed by dividing the NAVD 88
 LW1309.geopotential number by the normal gravity value computed on the
 LW1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1309.degrees latitude (g = 980.6199 gals.).
 LW1309
 LW1309.The modeled gravity was interpolated from observed gravity values.
 LW1309
 LW1309;                    North         East    Units  Estimated Accuracy
 LW1309;SPC RI       -    87,710.       94,930.      MT  (+/- 180 meters Scaled)
 LW1309
 LW1309                          SUPERSEDED SURVEY CONTROL
 LW1309
 LW1309  NGVD 29 (??/??/92)   92.013  (m)          301.88   (f) ADJ UNCH    2 0
 LW1309
 LW1309.Superseded values are not recommended for survey control.
 LW1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1309.See file dsdata.txt to determine how the superseded data were derived.
 LW1309
 LW1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG874388(NAD 83)
 LW1309_MARKER: DZ = AZIMUTH MARK DISK
 LW1309_SETTING: 80 = SET IN A BOULDER
 LW1309_SP_SET: BOULDER
 LW1309_STAMPING: PHILIP 1968
 LW1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1309+STABILITY: SURFACE MOTION
 LW1309
 LW1309  HISTORY     - Date     Condition        Report By
 LW1309  HISTORY     - 1968     MONUMENTED       CGS
 LW1309  HISTORY     - 1969     GOOD             NGS
 LW1309  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1309
 LW1309                          STATION DESCRIPTION
 LW1309
 LW1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1309'AT GREENVILLE.
 LW1309'AT GREENVILLE, ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 44 FROM
 LW1309'THE POST OFFICE, THENCE 0.15 MILE SOUTH ALONG PALMER STREET,
 LW1309'AT THE SOUTH END OF PALMER STREET, NEAR THE NORTH CORNER OF A
 LW1309'LONG AND NARROW CULTIVATED FIELD, 130 FEET EAST OF POWER LINE
 LW1309'POLE 0431, 84 1/2 FEET SOUTHEAST OF A 36 INCH DOUBLE TRUNKED
 LW1309'OAK TREE, 77 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF THE
 LW1309'STREET, SET IN THE TOP OF AN IMBEDDED BOULDER WHICH IS 2 1/2 FEET
 LW1309'LONG, 1 1/2 FEET WIDE AND PROJECTS 1/2 FOOT ABOVE THE GROUND AND
 LW1309'ABOUT 10 FEET BELOW THE LEVEL OF THE END OF THE STREET.
 LW1309
 LW1309                          STATION RECOVERY (1987)
 LW1309
 LW1309'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1306 ***********************************************************************
 LW1306  DESIGNATION -  PHILIP RM 1
 LW1306  PID         -  LW1306
 LW1306  STATE/COUNTY-  RI/PROVIDENCE
 LW1306  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1306
 LW1306                         *CURRENT SURVEY CONTROL
 LW1306  ___________________________________________________________________
 LW1306* NAD 83(1986)-  41 52 20.     (N)    071 33 32.     (W)     SCALED    
 LW1306* NAVD 88     -        87.315  (meters)     286.47   (feet)  ADJUSTED  
 LW1306  ___________________________________________________________________
 LW1306  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW1306  DYNAMIC HT  -          87.286 (meters)     286.37  (feet)  COMP
 LW1306  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 LW1306
 LW1306  VERT ORDER  -  SECOND    CLASS 0
 LW1306
 LW1306.The horizontal coordinates were scaled from a topographic map and have
 LW1306.an estimated accuracy of +/- 6 seconds.
 LW1306
 LW1306.The orthometric height was determined by differential leveling
 LW1306.and adjusted by the National Geodetic Survey in June 1991..
 LW1306
 LW1306.The geoid height was determined by GEOID03.
 LW1306
 LW1306.The dynamic height is computed by dividing the NAVD 88
 LW1306.geopotential number by the normal gravity value computed on the
 LW1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1306.degrees latitude (g = 980.6199 gals.).
 LW1306
 LW1306.The modeled gravity was interpolated from observed gravity values.
 LW1306
 LW1306;                    North         East    Units  Estimated Accuracy
 LW1306;SPC RI       -    87,620.       95,110.      MT  (+/- 180 meters Scaled)
 LW1306
 LW1306                          SUPERSEDED SURVEY CONTROL
 LW1306
 LW1306  NGVD 29 (??/??/92)   87.562  (m)          287.28   (f) ADJ UNCH    2 0
 LW1306
 LW1306.Superseded values are not recommended for survey control.
 LW1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1306.See file dsdata.txt to determine how the superseded data were derived.
 LW1306
 LW1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG876387(NAD 83)
 LW1306_MARKER: DR = REFERENCE MARK DISK
 LW1306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1306_SP_SET: CONC SLAP
 LW1306_STAMPING: PHILIP NO 1 1968
 LW1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1306
 LW1306  HISTORY     - Date     Condition        Report By
 LW1306  HISTORY     - 1968     MONUMENTED       CGS
 LW1306  HISTORY     - 1969     GOOD             NGS
 LW1306  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1306
 LW1306                          STATION DESCRIPTION
 LW1306
 LW1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1306'AT GREENVILLE.
 LW1306'AT GREENVILLE, ABOUT 0.25 MILE WEST ALONG U.S. HIGHWAY 44 FROM
 LW1306'THE POST OFFICE, THENCE 0.05 MILE SOUTH ALONG A DRIVEWAY, ON
 LW1306'PROPERTY OF THE ST. PHILIP CATHOLIC CHURCH AND SCHOOL, 162.6
 LW1306'FEET NORTH OF THE STATION MARK DESCRIBED, 60 FEET SOUTH OF THE
 LW1306'SOUTHEAST CORNER OF THE TWO-STORY PORTION OF THE SCHOOL, 71 1/2
 LW1306'FEET EAST OF THE CENTER LINE OF DRIVEWAY, SET IN THE TOP OF
 LW1306'A CONCRETE SLAB WHICH IS 6 FEET LONG, 1 1/2 FEET WIDE AND 1/2
 LW1306'FOOT THICK AND LYING ON THE TOP OF THE GROUND, ABOUT LEVEL WITH
 LW1306'THE DRIVEWAY.  NOTE-- VERY POOR STRUCTURE FOR A MARK TO BE SET IN.
 LW1306
 LW1306                          STATION RECOVERY (1987)
 LW1306
 LW1306'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1308 ***********************************************************************
 LW1308  DESIGNATION -  PHILIP RM 2
 LW1308  PID         -  LW1308
 LW1308  STATE/COUNTY-  RI/PROVIDENCE
 LW1308  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1308
 LW1308                         *CURRENT SURVEY CONTROL
 LW1308  ___________________________________________________________________
 LW1308* NAD 83(1986)-  41 52 20.     (N)    071 33 32.     (W)     SCALED    
 LW1308* NAVD 88     -        87.021  (meters)     285.50   (feet)  ADJUSTED  
 LW1308  ___________________________________________________________________
 LW1308  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW1308  DYNAMIC HT  -          86.992 (meters)     285.41  (feet)  COMP
 LW1308  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 LW1308
 LW1308  VERT ORDER  -  SECOND    CLASS 0
 LW1308
 LW1308.The horizontal coordinates were scaled from a topographic map and have
 LW1308.an estimated accuracy of +/- 6 seconds.
 LW1308
 LW1308.The orthometric height was determined by differential leveling
 LW1308.and adjusted by the National Geodetic Survey in June 1991..
 LW1308
 LW1308.The geoid height was determined by GEOID03.
 LW1308
 LW1308.The dynamic height is computed by dividing the NAVD 88
 LW1308.geopotential number by the normal gravity value computed on the
 LW1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1308.degrees latitude (g = 980.6199 gals.).
 LW1308
 LW1308.The modeled gravity was interpolated from observed gravity values.
 LW1308
 LW1308;                    North         East    Units  Estimated Accuracy
 LW1308;SPC RI       -    87,620.       95,110.      MT  (+/- 180 meters Scaled)
 LW1308
 LW1308                          SUPERSEDED SURVEY CONTROL
 LW1308
 LW1308  NGVD 29 (??/??/92)   87.268  (m)          286.31   (f) ADJ UNCH    2 0
 LW1308
 LW1308.Superseded values are not recommended for survey control.
 LW1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1308.See file dsdata.txt to determine how the superseded data were derived.
 LW1308
 LW1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG876387(NAD 83)
 LW1308_MARKER: DR = REFERENCE MARK DISK
 LW1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1308_STAMPING: PHILIP NO 2 1968
 LW1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1308+STABILITY: SURFACE MOTION
 LW1308
 LW1308  HISTORY     - Date     Condition        Report By
 LW1308  HISTORY     - 1968     MONUMENTED       CGS
 LW1308  HISTORY     - 1969     GOOD             NGS
 LW1308  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1308
 LW1308                          STATION DESCRIPTION
 LW1308
 LW1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1308'AT GREENVILLE.
 LW1308'AT GREENVILLE, ABOUT 0.25 MILE WEST ALONG U.S. HIGHWAY 44 FROM
 LW1308'THE POST OFFICE, THENCE 0.05 MILE SOUTH ALONG A DRIVEWAY, ON
 LW1308'PROPERTY OF THE ST. PHILIP CATHOLIC CHURCH AND SCHOOL, 113.6
 LW1308'FEET WEST OF THE STATION MARK DESCRIBED, 158 FEET SOUTH OF THE
 LW1308'SOUTHEAST CORNER OF THE SOUTH WING OF THE CHURCH, 10 FEET WEST
 LW1308'OF THE EXTENDED CENTER LINE OF A DRIVEWAY, NEAR THE SOUTH EDGE
 LW1308'OF A BLACK TOPPED PARKING AREA, ABOUT LEVEL WITH THE PARKING
 LW1308'AREA AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 LW1308'ABOVE THE LEVEL OF THE GROUND.
 LW1308
 LW1308                          STATION RECOVERY (1987)
 LW1308
 LW1308'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2325 ***********************************************************************
 LW2325  DESIGNATION -  PILE
 LW2325  PID         -  LW2325
 LW2325  STATE/COUNTY-  RI/BRISTOL
 LW2325  USGS QUAD   -  BRISTOL (1975)
 LW2325
 LW2325                         *CURRENT SURVEY CONTROL
 LW2325  ___________________________________________________________________
 LW2325* NAD 83(1996)-  41 44 26.71423(N)    071 20 54.11266(W)     ADJUSTED  
 LW2325* NAVD 88     -                                                        
 LW2325  ___________________________________________________________________
 LW2325  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 LW2325  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW2325
 LW2325  HORZ ORDER  -  THIRD
 LW2325
 LW2325.The horizontal coordinates were established by classical geodetic methods
 LW2325.and adjusted by the National Geodetic Survey in August 1998..
 LW2325
 LW2325
 LW2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2325
 LW2325.The geoid height was determined by GEOID03.
 LW2325
 LW2325;                    North         East     Units Scale Factor Converg.
 LW2325;SPC RI       -    73,025.028   112,613.892   MT  0.99999571   +0 06 03.4
 LW2325;SPC RI       -   239,582.95    369,467.41   sFT  0.99999571   +0 06 03.4
 LW2325;UTM  19      - 4,623,658.212   304,720.315   MT  1.00006929   -1 33 50.2
 LW2325
 LW2325                          SUPERSEDED SURVEY CONTROL
 LW2325
 LW2325  NAD 83(1996)-  41 44 26.71397(N)    071 20 54.11257(W) AD(       ) 4
 LW2325  NAD 83(1992)-  41 44 26.71261(N)    071 20 54.11170(W) AD(       ) 4
 LW2325  NAD 83(1992)-  41 44 26.71232(N)    071 20 54.11173(W) AD(       ) 4
 LW2325  NAD 83(1986)-  41 44 26.71273(N)    071 20 54.11125(W) AD(       ) 4
 LW2325  NAD 27      -  41 44 26.36900(N)    071 20 55.95300(W) AD(       ) 3
 LW2325
 LW2325.Superseded values are not recommended for survey control.
 LW2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2325.See file dsdata.txt to determine how the superseded data were derived.
 LW2325
 LW2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0472023658(NAD 83)
 LW2325
 LW2325  HISTORY     - Date     Condition        Report By
 LW2325  HISTORY     - 1913     MONUMENTED       CGS
 LW2325  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2325  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2325
 LW2325                          STATION DESCRIPTION
 LW2325
 LW2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2325'STATION IS ON THE EASTERN SHORE OF PROVIDENCE RIVER, ABOUT 1-1/4
 LW2325'MILES NW OF NAYATT POINT AND 1/3 MILE S OF THE MOUTH OF
 LW2325'BULLOCK CREEK.  THE STATION IS MARKED BY A POLE, WITH CROSS
 LW2325'BOARDS, NAILED TO A PILE ON THE OUTER END OF AN OLD WHARF AT
 LW2325'WEST BARRINGTON, AT THE FOOT OF THE SHELL ROAD AND IN FRONT OF
 LW2325'A HOUSE OWNED BY WILLIAM SMITH, THE TOWN CLERK OF EAST
 LW2325'PROVIDENCE.
 LW2325
 LW2325                          STATION RECOVERY (1935)
 LW2325
 LW2325'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2325'WILLIAM SMITHS HOUSE IS AT 79 ANNAWAMSCUTT ROAD.  THE PILES WHICH
 LW2325'FORMERLY SUPPORTED THE WHARF IN FRONT OF HIS HOUSE SHOW AT LOW
 LW2325'WATER.  THE POLE WITH THE CROSS BOARDS IS GONE.
 LW2325
 LW2325                          STATION RECOVERY (1956)
 LW2325
 LW2325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2325'THE STATION IS LOST.  NO EVIDENCE OF THE WHARF OR PILE COULD BE
 LW2325'FOUND.  THEY HAVE PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2345 ***********************************************************************
 LW2345  DESIGNATION -  PINE HILL 1843
 LW2345  PID         -  LW2345
 LW2345  STATE/COUNTY-  RI/NEWPORT
 LW2345  USGS QUAD   -  BRISTOL (1975)
 LW2345
 LW2345                         *CURRENT SURVEY CONTROL
 LW2345  ___________________________________________________________________
 LW2345* NAD 83(1996)-  41 38 00.29901(N)    071 20 34.08781(W)     ADJUSTED  
 LW2345* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 LW2345  ___________________________________________________________________
 LW2345  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 LW2345  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2345
 LW2345  HORZ ORDER  -  SECOND
 LW2345
 LW2345.The horizontal coordinates were established by classical geodetic methods
 LW2345.and adjusted by the National Geodetic Survey in August 1998..
 LW2345
 LW2345.The orthometric height was scaled from a topographic map.
 LW2345
 LW2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2345
 LW2345.The geoid height was determined by GEOID03.
 LW2345
 LW2345;                    North         East     Units Scale Factor Converg.
 LW2345;SPC RI       -    61,104.244   113,098.363   MT  0.99999586   +0 06 16.0
 LW2345;SPC RI       -   200,472.84    371,056.88   sFT  0.99999586   +0 06 16.0
 LW2345;UTM  19      - 4,611,727.516   304,858.610   MT  1.00006863   -1 33 25.1
 LW2345
 LW2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2345!SPC RI       -   1.00000127  x   0.99999586  =   0.99999713
 LW2345!UTM  19      -   1.00000127  x   1.00006863  =   1.00006990
 LW2345
 LW2345:                Primary Azimuth Mark                     Grid Az
 LW2345:SPC RI       -  WARREN TOWN HALL CUPOLA                  025 22 11.9
 LW2345:UTM  19      -  WARREN TOWN HALL CUPOLA                  027 01 53.0
 LW2345
 LW2345|---------------------------------------------------------------------|
 LW2345| PID    Reference Object                     Distance      Geod. Az  |
 LW2345|                                                           dddmmss.s |
 LW2345| LW2308 WARREN TOWN HALL CUPOLA             APPROX.11.8 KM 0252827.9 |
 LW2345| LW2313 WARREN WATER TOWER                  APPROX. 9.5 KM 0333339.3 |
 LW2345| LW2354 SHANTY                              APPROX. 4.1 KM 0522548.5 |
 LW2345| LW2331 BRISTOL WHITE METH CH SPIRE         APPROX. 7.0 KM 0533426.3 |
 LW2345| LW2332 BRISTOL SQUARE STONE CH TOWER       APPROX. 7.3 KM 0544704.1 |
 LW2345| LW2304 CASTLE ISLAND BEACON                APPROX. 5.2 KM 0641714.7 |
 LW2345| LW2305 CASTLE ISLAND LIGHT                 APPROX. 5.2 KM 0641714.3 |
 LW2345| LW2356 HOG ISLAND SEARCHLIGHT              APPROX. 5.3 KM 0774227.6 |
 LW2345| LW2343 NAG 1913                            APPROX. 2.3 KM 0984943.8 |
 LW2345| LW2517 OWEN WISTER WATER TOWER             APPROX.13.3 KM 2112407.8 |
 LW2345| LW2514 HAMILTON MILLS CUPOLA               APPROX.12.2 KM 2201509.1 |
 LW2345| LW2508 HAMILTON POWER STATION CHIMNEY      APPROX.12.2 KM 2213613.2 |
 LW2345| LW2480 WHITE ROCKS BEACON                  APPROX. 9.1 KM 2231719.7 |
 LW2345| LW2478 WICKFORD LIGHTHOUSE OLD TOWER       APPROX.10.6 KM 2291507.9 |
 LW2345| LW2490 POORHOUSE BARN CUPOLA               APPROX. 7.6 KM 2301715.6 |
 LW2345| LW2482 VAUGHNS HOUSE CUPOLA                APPROX.12.0 KM 2362251.1 |
 LW2345| LW2535 SPINDLE ROCK BEACON                 APPROX. 4.9 KM 3020132.2 |
 LW2345| LW2555 BUTTONWOOD WATER TOWER              APPROX. 8.1 KM 3144045.6 |
 LW2345| LW2557 WARWICK NECK SEM WATER TOWER        APPROX. 6.3 KM 3322923.1 |
 LW2345| LW2350 POTTERS COVE WINDMILL               APPROX. 0.6 KM 3454751.5 |
 LW2345| LW2321 CONIMICUT LIGHTHOUSE                APPROX. 9.3 KM 3584912.6 |
 LW2345|---------------------------------------------------------------------|
 LW2345
 LW2345                          SUPERSEDED SURVEY CONTROL
 LW2345
 LW2345  NAD 83(1996)-  41 38 00.29870(N)    071 20 34.08756(W) AD(       ) 2
 LW2345  NAD 83(1992)-  41 38 00.29736(N)    071 20 34.08691(W) AD(       ) 2
 LW2345  NAD 83(1992)-  41 38 00.29689(N)    071 20 34.08687(W) AD(       ) 2
 LW2345  NAD 83(1986)-  41 38 00.29723(N)    071 20 34.08578(W) AD(       ) 2
 LW2345  NAD 27      -  41 37 59.92100(N)    071 20 35.91300(W) AD(       ) 2
 LW2345
 LW2345.Superseded values are not recommended for survey control.
 LW2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2345.See file dsdata.txt to determine how the superseded data were derived.
 LW2345
 LW2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0485911728(NAD 83)
 LW2345
 LW2345  HISTORY     - Date     Condition        Report By
 LW2345  HISTORY     - 1843     MONUMENTED       COASUR
 LW2345  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2345  HISTORY     - 1943     SEE DESCRIPTION  CGS
 LW2345  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2345  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LW2345  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LW2345
 LW2345                          STATION DESCRIPTION
 LW2345
 LW2345'DESCRIBED BY US ENGINEERS 1916
 LW2345'STATION IS ON A PROMINENT, BARE HILL ON THE NARROW PART OF
 LW2345'PRUDENCE ISLAND, ABOUT 5/8 MILE E OF PINE HILL POINT AND THE SAME
 LW2345'DISTANCE SSW OF GULL POINT.  THE STATION IS MARKED BY A STANDARD
 LW2345'BRASS DISK SET IN THE TOP OF A 4-INCH TILE, WHICH IN TURN IS SET
 LW2345'IN AND THROUGH THE CENTER OF THE ORIGINAL CONE.  THE TILE AND
 LW2345'UPPER PART OF THE CENTER OF THE ORIGINAL CONE ARE FILLED WITH
 LW2345'CEMENT AND SAND AND SURROUNDED BY A MASS OF THE SAME MATERIALS,
 LW2345'BUT SO ARRANGED THAT THE UPPER RIM OF THE CONE (REALLY A
 LW2345'FRUSTUM OF A CONE) IS LEFT VISIBLE.  A REFERENCE MARK, A BRASS
 LW2345'DISK SET IN A ROCK WHICH PROJECTS 18 INCHES ABOVE THE GROUND,
 LW2345'IS 17.08 METERS (56.04 FEET) W BY S OF THE STATION.
 LW2345
 LW2345                          STATION RECOVERY (1943)
 LW2345
 LW2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2345'THE STATION WAS RECOVERED AS DESCRIBED.  THE MEASUREMENT TO THE
 LW2345'REFERENCE MARK IS 17.07 METERS (56.01 FEET).
 LW2345
 LW2345                          STATION RECOVERY (1956)
 LW2345
 LW2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2345'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 LW2345'CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND COMPLETE.
 LW2345'
 LW2345'NEITHER MARK IS STAMPED.
 LW2345
 LW2345                          STATION RECOVERY (1960)
 LW2345
 LW2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GLS)
 LW2345'STATION MARK WAS FOUND IN DAMAGED CONDITION BY MR. CLINTON
 LW2345'N. WILLIAMS OF PROVIDENCE.  THE BOSTON OFFICE FIELD PARTY RESET AND
 LW2345'REINFORCED THE STATION MARKER.
 LW2345
 LW2345                          STATION RECOVERY (1960)
 LW2345
 LW2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DGR)
 LW2345'THE STATION WAS RECOVERED BUT THE TILE AND CONCRETE INSIDE THE
 LW2345'TILE WAS BROKEN OFF AND THE PORTION HOLDING THE DISK WAS SEPARATE
 LW2345'FROM THE PORTION REMAINING IN THE GROUND.  A MORTAR OF SAKCRETE
 LW2345'AND WATER WAS USED TO BOND THE PIECES TOGETHER AND THE TOP
 LW2345'PORTION CONTAINING THE DISK WAS FITTED INTO THE BOTTOM PORTION
 LW2345'QUITE SNUGLY.  THEN A CONCRETE MIXTURE WAS PLACED AROUND THE
 LW2345'OLD CONCRETE TO REINFORCE IT.  THE MEASUREMENT TO THE ONE
 LW2345'EXISTING REFERENCE MARK WAS THEN CHECKED AND FOUND TO BE 17.08
 LW2345'METERS OR 56.04 FEET.
 LW2345'
 LW2345'IT IS RECOMMENDED THAT THE POSSIBLE CHANGE IN POSITION BE TAKEN
 LW2345'INTO ACCOUNT WHEN USING THIS STATION AND IT IS ALSO RECOMMENDED
 LW2345'THAT ITS POSITION BE CHECKED AT THE EARLIEST OPPORTUNITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3526 ***********************************************************************
 LW3526  DESIGNATION -  PINEHILL
 LW3526  PID         -  LW3526
 LW3526  STATE/COUNTY-  RI/WASHINGTON
 LW3526  USGS QUAD   -  SLOCUM (1975)
 LW3526
 LW3526                         *CURRENT SURVEY CONTROL
 LW3526  ___________________________________________________________________
 LW3526* NAD 83(1996)-  41 34 43.66093(N)    071 37 23.93688(W)     ADJUSTED  
 LW3526* NAVD 88     -       166.2    (meters)     545.     (feet)  VERTCON   
 LW3526  ___________________________________________________________________
 LW3526  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 LW3526  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LW3526
 LW3526  HORZ ORDER  -  FIRST
 LW3526
 LW3526.The horizontal coordinates were established by classical geodetic methods
 LW3526.and adjusted by the National Geodetic Survey in August 1998..
 LW3526
 LW3526.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3526
 LW3526.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3526
 LW3526.The geoid height was determined by GEOID03.
 LW3526
 LW3526;                    North         East     Units Scale Factor Converg.
 LW3526;SPC RI       -    55,033.096    89,716.157   MT  0.99999505   -0 04 54.6
 LW3526;SPC RI       -   180,554.42    294,343.76   sFT  0.99999505   -0 04 54.6
 LW3526;UTM  19      - 4,606,335.791   281,307.154   MT  1.00018860   -1 44 29.9
 LW3526
 LW3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3526!SPC RI       -   0.99997866  x   0.99999505  =   0.99997371
 LW3526!UTM  19      -   0.99997866  x   1.00018860  =   1.00016726
 LW3526
 LW3526:                Primary Azimuth Mark                     Grid Az
 LW3526:SPC RI       -  EXETER LADD STATE SCHOOL TANK            113 01 55.9
 LW3526:UTM  19      -  EXETER LADD STATE SCHOOL TANK            114 41 31.2
 LW3526
 LW3526|---------------------------------------------------------------------|
 LW3526| PID    Reference Object                     Distance      Geod. Az  |
 LW3526|                                                           dddmmss.s |
 LW3526| LW3524 EXETER LADD STATE SCHOOL TANK       APPROX. 7.1 KM 1125701.3 |
 LW3526| CB7997 PINEHILL AZ MK                                     2494345.0 |
 LW3526| CB7998 PINEHILL RM 1                        22.334 METERS 25012     |
 LW3526| LW3525 PINEHILL FIRE TOWER                  19.617 METERS 29504     |
 LW3526| CB8384 PINEHILL RM 2                        32.743 METERS 33752     |
 LW3526|---------------------------------------------------------------------|
 LW3526
 LW3526                          SUPERSEDED SURVEY CONTROL
 LW3526
 LW3526  NAD 83(1996)-  41 34 43.65977(N)    071 37 23.93617(W) AD(       ) 1
 LW3526  NAD 83(1992)-  41 34 43.65958(N)    071 37 23.93616(W) AD(       ) 1
 LW3526  NAD 83(1992)-  41 34 43.65865(N)    071 37 23.93606(W) AD(       ) 1
 LW3526  NAD 83(1986)-  41 34 43.65861(N)    071 37 23.93597(W) AD(       ) 1
 LW3526  NAD 27      -  41 34 43.29761(N)    071 37 25.70680(W) AD(       ) 1
 LW3526  NGVD 29 (07/19/86)  166.5    (m)          546.     (f) VERT ANG       
 LW3526
 LW3526.Superseded values are not recommended for survey control.
 LW3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3526.See file dsdata.txt to determine how the superseded data were derived.
 LW3526
 LW3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8130706336(NAD 83)
 LW3526_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3526+STABILITY: SURFACE MOTION
 LW3526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3526+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW3526
 LW3526  HISTORY     - Date     Condition        Report By
 LW3526  HISTORY     - 1969     MONUMENTED       CGS
 LW3526  HISTORY     - 20010807 GOOD             USPSQD
 LW3526
 LW3526                          STATION DESCRIPTION
 LW3526
 LW3526'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3526'STATION IS LOCATED ABOUT 17-1/2 MILES WEST-NORTHWEST
 LW3526'OF NEWPORT, 11 MILES SOUTHWEST OF EAST GREENWICH, 6-1/2 MILES
 LW3526'NORTHEAST OF HOPE VALLEY, 3-1/2 MILES SOUTH OF THE SMALL SETTLEMENT
 LW3526'OF NOOSENECK, 1-1/2 MILES SOUTHEAST OF THE JUNCTION OF STATE
 LW3526'HIGHWAYS 3 AND 102 AND ON PROPERTY OWNED BY THE STATE OF ROHDE
 LW3526'ISLAND AT THE PINEHILL FIRE TOWER SITE.
 LW3526'
 LW3526'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 102
 LW3526'ABOUT 6-1/2 MILES NORTHEAST OF HOPE VALLEY, GO EASTERLY
 LW3526'ON STATE HIGHWAY 102 FOR 1.5 MILES TO CROSSROAD
 LW3526'(0.2 MILE WEST OF THE WAWALOAM SCHOOL).  TURN RIGHT AND
 LW3526'GO SOUTHWEST ON GRAVELED ROAD FOR 0.7 MILE TO CROSSROAD
 LW3526'(TEN ROD ROAD).  (TO REACH THE AZ MK FROM HERE, CONTINUE
 LW3526'SOUTHWEST ON GRAVELED ROAD FOR 0.1 MILE TO MARK ON
 LW3526'LEFT AS DESCRIBED).  TURN LEFT AND GO EAST ON TEN ROD
 LW3526'ROAD FOR 0.2 MILE TO PINEHILL FIRE TOWER AND STATION ON
 LW3526'LEFT AS DESCRIBED.
 LW3526'
 LW3526'STATION MARK, STAMPED PINEHILL 1969, IS SET FLUSH.  THE
 LW3526'MARK IS SET IN A ROUND CONCRETE POST, IS 66.5 FEET
 LW3526'NORTHEAST OF POWER LINE POLE 205 519, 63 FEET SOUTHEAST OF
 LW3526'THE NORTHEAST LEG OF FIRE TOWER, 53.5 FEET SOUTHEAST OF
 LW3526'THE SOUTHEAST LEG OF FIRE TOWER AND 36 FEET NORTH OF
 LW3526'CENTER OF TEN ROD ROAD.
 LW3526'
 LW3526'RM 1, STAMPED PINEHILL NO 1 1969, IS CEMENTED IN A
 LW3526'DRILL HOLE IN A SMALL BOULDER THAT PROJECTS ABOUT 1 FOOT.  IT
 LW3526'IS 43 FEET SOUTH OF THE SOUTHWEST LEG OF FIRE TOWER, 44
 LW3526'FEET NORTHWEST OF POWER LINE POLE 205 519, 14 FEET NORTH OF
 LW3526'CENTER OF TEN ROD ROAD AND 10 FEET EAST OF AN 18-INCH
 LW3526'OAK TREE.
 LW3526'
 LW3526'RM 2, STAMPED PINEHILL NO 2 1969, IS CEMENTED IN A DRILL
 LW3526'HOLE IN A SMALL BOULDER THAT PROJECTS ABOUT 4 INCHES.  IT
 LW3526'IS 137 FEET NORTH OF CENTER OF TEN ROD ROAD, 65.3 FEET
 LW3526'NORTH-NORTHEAST OF THE NORTHEAST LEG OF FIRE TOWER AND 12
 LW3526'FEET EAST OF A 10-INCH OAK TREE.
 LW3526'
 LW3526'AZ MK, STAMPED PINEHILL 1969, IS CEMENTED IN A DRILL
 LW3526'HOLE IN TOP OF A 4 BY 6 FOOT BOULDER THAT PROJECTS
 LW3526'ABOUT 3 FEET.  IT IS 80 FEET SOUTH OF POWER LINE POLE
 LW3526'0486, 31 FEET EAST-SOUTHEAST OF CENTER OF ROAD, 11.5 FEET
 LW3526'EAST OF A 24-INCH OAK TREE AND 8 FEET SOUTHEAST OF A METAL
 LW3526'WITNESS POST AND WIRE FENCE.
 LW3526'
 LW3526'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW3526
 LW3526                          STATION RECOVERY (2001)
 LW3526
 LW3526'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3526'RECOVERED GOOD STATION, RM1, RM2 AZI. 1969 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3525 ***********************************************************************
 LW3525  DESIGNATION -  PINEHILL FIRE TOWER
 LW3525  PID         -  LW3525
 LW3525  STATE/COUNTY-  RI/WASHINGTON
 LW3525  USGS QUAD   -  SLOCUM (1975)
 LW3525
 LW3525                         *CURRENT SURVEY CONTROL
 LW3525  ___________________________________________________________________
 LW3525* NAD 83(1996)-  41 34 43.93033(N)    071 37 24.70396(W)     ADJUSTED  
 LW3525* NAVD 88     -                                                        
 LW3525  ___________________________________________________________________
 LW3525  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 LW3525  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LW3525
 LW3525  HORZ ORDER  -  THIRD
 LW3525
 LW3525.The horizontal coordinates were established by classical geodetic methods
 LW3525.and adjusted by the National Geodetic Survey in August 1998..
 LW3525
 LW3525
 LW3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3525
 LW3525.The geoid height was determined by GEOID03.
 LW3525
 LW3525;                    North         East     Units Scale Factor Converg.
 LW3525;SPC RI       -    55,041.432    89,698.399   MT  0.99999506   -0 04 55.1
 LW3525;SPC RI       -   180,581.76    294,285.50   sFT  0.99999506   -0 04 55.1
 LW3525;UTM  19      - 4,606,344.640   281,289.642   MT  1.00018869   -1 44 30.5
 LW3525
 LW3525                          SUPERSEDED SURVEY CONTROL
 LW3525
 LW3525  NAD 83(1996)-  41 34 43.92917(N)    071 37 24.70324(W) AD(       ) 4
 LW3525  NAD 83(1992)-  41 34 43.92898(N)    071 37 24.70324(W) AD(       ) 4
 LW3525  NAD 83(1992)-  41 34 43.92805(N)    071 37 24.70314(W) AD(       ) 4
 LW3525  NAD 83(1986)-  41 34 43.92834(N)    071 37 24.70283(W) AD(       ) 4
 LW3525  NAD 27      -  41 34 43.56793(N)    071 37 26.47651(W) AD(       ) 3
 LW3525
 LW3525.Superseded values are not recommended for survey control.
 LW3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3525.See file dsdata.txt to determine how the superseded data were derived.
 LW3525
 LW3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8129006345(NAD 83)
 LW3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3525+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW3525
 LW3525  HISTORY     - Date     Condition        Report By
 LW3525  HISTORY     - 1969     MONUMENTED       CGS
 LW3525  HISTORY     - 1988     GOOD             USPSQD
 LW3525  HISTORY     - 19941001 GOOD             USPSQD
 LW3525  HISTORY     - 20010807 GOOD             USPSQD
 LW3525
 LW3525                          STATION DESCRIPTION
 LW3525
 LW3525'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3525'STATION IS LOCATED ABOUT 17-1/2 MILES WEST-NORTHWEST OF
 LW3525'NEWPORT, 11 MILES SOUTHWEST OF EAST GREENWICH, 6-1/2 MILES
 LW3525'NORTHEAST OF HOPE VALLEY, 3-1/2 MILES SOUTH OF NOOSENECK,
 LW3525'1-1/2 MILES SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 3
 LW3525'AND 102 ON PROPERTY OWNED BY THE STATE OF RHODE ISLAND.
 LW3525'
 LW3525'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 102
 LW3525'ABOUT 6-1/2 MILES NORTHEAST OF HOPE VALLEY, GO EASTERLY
 LW3525'ON STATE HIGHWAY 102 FOR 1.5 MILES TO CROSSROAD (0.2 MILE
 LW3525'WEST OF THE WAWALOAM SCHOOL).  TURN RIGHT AND GO
 LW3525'SOUTHWEST ON GRAVELED ROAD FOR 0.7 MILE TO CROSSROAD
 LW3525'(TEN ROD ROAD).  TURN LEFT AND GO EAST ON TEN ROD ROAD
 LW3525'FOR 0.2 MILE TO STATION ON LEFT AS DESCRIBED.
 LW3525'
 LW3525'THE FIRE TOWER IS A METAL CABIN ATOP A 4 LEGGED SKELETON
 LW3525'STRUCTURE THAT IS ABOUT 85 FEET HIGH.
 LW3525'
 LW3525'POINT INTERSECTED WAS TOP AND CENTER.
 LW3525
 LW3525                          STATION RECOVERY (1988)
 LW3525
 LW3525'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW3525'RECOVERED IN GOOD CONDITION.
 LW3525
 LW3525                          STATION RECOVERY (1994)
 LW3525
 LW3525'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3525'RECOVERED IN GOOD CONDITION.
 LW3525
 LW3525                          STATION RECOVERY (2001)
 LW3525
 LW3525'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1094 ***********************************************************************
 LW1094  DESIGNATION -  PLAIN
 LW1094  PID         -  LW1094
 LW1094  STATE/COUNTY-  RI/PROVIDENCE
 LW1094  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1094
 LW1094                         *CURRENT SURVEY CONTROL
 LW1094  ___________________________________________________________________
 LW1094* NAD 83(1996)-  41 44 23.28613(N)    071 42 15.18603(W)     ADJUSTED  
 LW1094* NAVD 88     -       194.002  (meters)     636.49   (feet)  ADJUSTED  
 LW1094  ___________________________________________________________________
 LW1094  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 LW1094  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW1094  DYNAMIC HT  -         193.934 (meters)     636.27  (feet)  COMP
 LW1094  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LW1094
 LW1094  HORZ ORDER  -  FIRST
 LW1094  VERT ORDER  -  FIRST     CLASS II
 LW1094
 LW1094.The horizontal coordinates were established by classical geodetic methods
 LW1094.and adjusted by the National Geodetic Survey in August 1998..
 LW1094
 LW1094.The orthometric height was determined by differential leveling
 LW1094.and adjusted by the National Geodetic Survey in April 1995..
 LW1094.WARNING-Repeat measurements at this control monument indicate possible
 LW1094.vertical movement.
 LW1094
 LW1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1094
 LW1094.The geoid height was determined by GEOID03.
 LW1094
 LW1094.The dynamic height is computed by dividing the NAVD 88
 LW1094.geopotential number by the normal gravity value computed on the
 LW1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1094.degrees latitude (g = 980.6199 gals.).
 LW1094
 LW1094.The modeled gravity was interpolated from observed gravity values.
 LW1094
 LW1094;                    North         East     Units Scale Factor Converg.
 LW1094;SPC RI       -    72,928.307    83,011.704   MT  0.99999730   -0 08 09.5
 LW1094;SPC RI       -   239,265.62    272,347.57   sFT  0.99999730   -0 08 09.5
 LW1094;SPC CT       -   253,598.880   391,793.463   MT  0.99998960   +0 41 36.3
 LW1094;SPC CT       -   832,015.66  1,285,409.05   sFT  0.99998960   +0 41 36.3
 LW1094;UTM  19      - 4,624,421.761   275,123.396   MT  1.00022233   -1 48 03.9
 LW1094
 LW1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1094!SPC RI       -   0.99997427  x   0.99999730  =   0.99997157
 LW1094!SPC CT       -   0.99997427  x   0.99998960  =   0.99996387
 LW1094!UTM  19      -   0.99997427  x   1.00022233  =   1.00019659
 LW1094
 LW1094|---------------------------------------------------------------------|
 LW1094| PID    Reference Object                     Distance      Geod. Az  |
 LW1094|                                                           dddmmss.s |
 LW1094| LW1096 186                                  55.382 METERS 04107     |
 LW1094| LW1093 PLAIN RM 1                           25.071 METERS 07241     |
 LW1094| LW3532 BOWEN                               APPROX. 2.7 KM 1882434.2 |
 LW1094| LW5699 PLAIN RM 3                           10.289 METERS 24754     |
 LW1094| LW1095 PLAIN RM 2                           21.856 METERS 25108     |
 LW1094|---------------------------------------------------------------------|
 LW1094
 LW1094                          SUPERSEDED SURVEY CONTROL
 LW1094
 LW1094  NAD 83(1996)-  41 44 23.28549(N)    071 42 15.18565(W) AD(       ) 1
 LW1094  NAD 83(1992)-  41 44 23.28493(N)    071 42 15.18525(W) AD(       ) 1
 LW1094  NAD 83(1992)-  41 44 23.28470(N)    071 42 15.18554(W) AD(       ) 1
 LW1094  NAD 83(1986)-  41 44 23.28461(N)    071 42 15.18626(W) AD(       ) 1
 LW1094  NAD 27      -  41 44 22.92596(N)    071 42 16.94239(W) AD(       ) 1
 LW1094  NAVD 88 (06/15/91)  194.005  (m)          636.50   (f) UNKNOWN     1 2
 LW1094  NGVD 29 (??/??/92)  194.245  (m)          637.29   (f) ADJ UNCH    1 2
 LW1094
 LW1094.Superseded values are not recommended for survey control.
 LW1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1094.See file dsdata.txt to determine how the superseded data were derived.
 LW1094
 LW1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7512324422(NAD 83)
 LW1094_MARKER: DS = TRIANGULATION STATION DISK
 LW1094_SETTING: 80 = SET IN A BOULDER
 LW1094_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 LW1094_STAMPING: PLAIN 1968
 LW1094_MARK LOGO: CGS   
 LW1094_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1094+STABILITY: SURFACE MOTION
 LW1094
 LW1094  HISTORY     - Date     Condition        Report By
 LW1094  HISTORY     - 1968     MONUMENTED       CGS
 LW1094  HISTORY     - 1969     GOOD             NGS
 LW1094  HISTORY     - 1984     GOOD             RIGS
 LW1094  HISTORY     - 1984     GOOD             RIGS
 LW1094  HISTORY     - 1984     GOOD             RIGS
 LW1094  HISTORY     - 19870701 GOOD             RIGS
 LW1094  HISTORY     - 1988     GOOD             USPSQD
 LW1094  HISTORY     - 1989     GOOD             USPSQD
 LW1094
 LW1094                          STATION DESCRIPTION
 LW1094
 LW1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1094'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF FOSTER CENTER,
 LW1094'3 MILES SOUTHWEST OF CLAYVILLE AND ON HIGHWAY RIGHT-OF-WAY.
 LW1094'
 LW1094'TO REACH FROM THE POST OFFICE IN CLAYVILLE, GO SOUTHWEST ON
 LW1094'STATE HIGHWAY 14 AND 102 FOR 0.8 MILE TO THE JUNCTION WITH
 LW1094'STATE HIGHWAY 94.  CONTINUE SOUTHWEST AND SOUTH ON HIGHWAY 14
 LW1094'AND 102 FOR 2.95 MILES TO A CROSSROAD, WHERE HIGHWAY 14 TURNS
 LW1094'WEST, HIGHWAY 102 CONTINUES SOUTH AND PLAINFIELD PIKE ROAD GOES
 LW1094'EAST.  THE STATION IS IN THE SOUTHWEST ANGLE OF THE CROSSROAD.
 LW1094'
 LW1094'STATION MARK IS A STANDARD DISK STAMPED PLAIN 1968, SET IN A
 LW1094'DRILL HOLE IN A 1 X 2 FOOT BOULDER PROJECTING 3 INCHES.  IT IS
 LW1094'71 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 14, 48 FEET
 LW1094'SOUTHWEST OF A 30-INCH OAK TREE AND 133 FEET WEST OF THE CENTER
 LW1094'OF STATE HIGHWAY 102.
 LW1094'
 LW1094'R.M. 1 IS A STANDARD DISK STAMPED PLAIN NO 1 1968, SET IN A 3
 LW1094'X 4 FOOT BOULDER FLUSH WITH THE GROUND SURFACE.  IT IS 1-1/2
 LW1094'FEET SOUTH OF A METAL WITNESS POST, 50 FEET WEST OF THE CENTER
 LW1094'OF HIGHWAY 102 AND 57 FEET SOUTHEAST OF THE 30-INCH OAK TREE.
 LW1094'
 LW1094'R.M. 2 IS A STANDARD DISK STAMPED PLAIN NO 2 1968, SET IN A
 LW1094'DRILL HOLE IN OUTCROPPING BED ROCK FLUSH WITH THE GROUND
 LW1094'SURFACE.  IT IS 3-1/2 FEET SOUTHEAST OF A METAL WITNESS POST, 9
 LW1094'FEET EAST OF THE EAST END OF A ROCK FENCE AND 25 FEET SOUTH OF
 LW1094'THE CENTER OF HIGHWAY 14.
 LW1094'
 LW1094'RHODE ISLAND B.M. 186 IS A RHODE ISLAND STATE BOARD OF PUBLIC
 LW1094'ROADS DISK STAMPED B.M. 186, SET IN A 7 X 7 INCH CONCRETE
 LW1094'MONUMENT PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 1 FOOT
 LW1094'SOUTH OF A METAL WITNESS POST AND 30 FEET EAST OF THE CENTER OF
 LW1094'HIGHWAY 102.
 LW1094'
 LW1094'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW1094
 LW1094                          STATION RECOVERY (1969)
 LW1094
 LW1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1094'3.3 MI N FROM SUMMIT.
 LW1094'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE
 LW1094'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, AT THE SOUTHWEST
 LW1094'CORNER OF THE SOUTH JUNCTION OF STATE HIGHWAY 14, 132 1/2 FEET
 LW1094'WEST OF THE CENTER LINE OF STATE HIGHWAY 102, 70 FEET
 LW1094'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 14, SET IN THE
 LW1094'TOP OF A ROCK WHICH IS 1 1/2 FEET LONG-1 FOOT WIDE AND PROJECTS
 LW1094'0.3 FOOT ABOVE THE LEVEL OF THE GROUND, 58 FEET SOUTH OF THE
 LW1094'CENTER LINE OF THE SOUTH LEG OF STATE HIGHWAY 14, 48 FEET
 LW1094'SOUTHWEST OF A 36-INCH OAK TREE, AND ABOUT 2 FEET ABOVE THE
 LW1094'LEVEL OF STATE HIGHWAY 14.
 LW1094
 LW1094                          STATION RECOVERY (1984)
 LW1094
 LW1094'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984 (AJM)
 LW1094'PLAIN 1968 RECOVERED GOOD.
 LW1094'
 LW1094'RECOVERED AS DESCRIBED IN GOOD CONDITION.  RIBPR 186 LISTED AS
 LW1094'AN AZIMUTH WILL BE DISTURBED BY SCHEDULED ROAD CONSTRUCTION IN
 LW1094'FALL OF 1984.  RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED IN
 LW1094'GOOD CONDITION.
 LW1094'
 LW1094'(SEPARATE FORMS 76-186 SUBMITTED FOR VERTICAL).
 LW1094
 LW1094                          STATION RECOVERY (1984)
 LW1094
 LW1094'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1094'RECOVERED IN GOOD CONDITION.
 LW1094
 LW1094                          STATION RECOVERY (1984)
 LW1094
 LW1094'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1094'RECOVERED IN GOOD CONDITION.
 LW1094
 LW1094                          STATION RECOVERY (1987)
 LW1094
 LW1094'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1094'RECOVERED IN GOOD CONDITION.
 LW1094
 LW1094                          STATION RECOVERY (1988)
 LW1094
 LW1094'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1094'RECOVERED IN GOOD CONDITION.
 LW1094
 LW1094                          STATION RECOVERY (1989)
 LW1094
 LW1094'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1093 ***********************************************************************
 LW1093  DESIGNATION -  PLAIN RM 1
 LW1093  PID         -  LW1093
 LW1093  STATE/COUNTY-  RI/PROVIDENCE
 LW1093  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1093
 LW1093                         *CURRENT SURVEY CONTROL
 LW1093  ___________________________________________________________________
 LW1093* NAD 83(1996)-  41 44 23.52795(N)    071 42 14.15021(W)     ADJUSTED  
 LW1093* NAVD 88     -       194.867  (meters)     639.33   (feet)  ADJUSTED  
 LW1093  ___________________________________________________________________
 LW1093  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 LW1093  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW1093  DYNAMIC HT  -         194.799 (meters)     639.10  (feet)  COMP
 LW1093  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 LW1093
 LW1093  HORZ ORDER  -  SECOND
 LW1093  VERT ORDER  -  FIRST     CLASS II
 LW1093
 LW1093.The horizontal coordinates were established by classical geodetic methods
 LW1093.and adjusted by the National Geodetic Survey in August 1998..
 LW1093
 LW1093.The orthometric height was determined by differential leveling
 LW1093.and adjusted by the National Geodetic Survey in June 1991..
 LW1093
 LW1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1093
 LW1093.The geoid height was determined by GEOID03.
 LW1093
 LW1093.The dynamic height is computed by dividing the NAVD 88
 LW1093.geopotential number by the normal gravity value computed on the
 LW1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1093.degrees latitude (g = 980.6199 gals.).
 LW1093
 LW1093.The modeled gravity was interpolated from observed gravity values.
 LW1093
 LW1093;                    North         East     Units Scale Factor Converg.
 LW1093;SPC RI       -    72,935.711    83,035.657   MT  0.99999729   -0 08 08.8
 LW1093;SPC RI       -   239,289.91    272,426.15   sFT  0.99999729   -0 08 08.8
 LW1093;SPC CT       -   253,606.630   391,817.306   MT  0.99998960   +0 41 37.0
 LW1093;SPC CT       -   832,041.09  1,285,487.28   sFT  0.99998960   +0 41 37.0
 LW1093;UTM  19      - 4,624,428.467   275,147.560   MT  1.00022220   -1 48 03.2
 LW1093
 LW1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1093!SPC RI       -   0.99997413  x   0.99999729  =   0.99997142
 LW1093!SPC CT       -   0.99997413  x   0.99998960  =   0.99996373
 LW1093!UTM  19      -   0.99997413  x   1.00022220  =   1.00019632
 LW1093
 LW1093|---------------------------------------------------------------------|
 LW1093| PID    Reference Object                     Distance      Geod. Az  |
 LW1093|                                                           dddmmss.s |
 LW1093| LW5699 PLAIN RM 3                           35.334 METERS 25118     |
 LW1093| LW1094 PLAIN                                25.071 METERS 25241     |
 LW1093| LW5541 FO 002                              APPROX. 0.6 KM 3474459.5 |
 LW1093|---------------------------------------------------------------------|
 LW1093
 LW1093                          SUPERSEDED SURVEY CONTROL
 LW1093
 LW1093  NAD 83(1996)-  41 44 23.52731(N)    071 42 14.14983(W) AD(       ) 2
 LW1093  NAD 83(1992)-  41 44 23.52676(N)    071 42 14.14943(W) AD(       ) 2
 LW1093  NAD 83(1992)-  41 44 23.52653(N)    071 42 14.14972(W) AD(       ) 2
 LW1093  NAD 83(1986)-  41 44 23.52644(N)    071 42 14.15048(W) AD(       ) 2
 LW1093  NGVD 29 (??/??/92)  195.109  (m)          640.12   (f) ADJ UNCH    1 2
 LW1093
 LW1093.Superseded values are not recommended for survey control.
 LW1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1093.See file dsdata.txt to determine how the superseded data were derived.
 LW1093
 LW1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7514824428(NAD 83)
 LW1093_MARKER: DR = REFERENCE MARK DISK
 LW1093_SETTING: 80 = SET IN A BOULDER
 LW1093_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 LW1093_STAMPING: PLAIN NO 1 1968
 LW1093_MARK LOGO: CGS   
 LW1093_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1093+STABILITY: SURFACE MOTION
 LW1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1093+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1987
 LW1093
 LW1093  HISTORY     - Date     Condition        Report By
 LW1093  HISTORY     - 1968     MONUMENTED       CGS
 LW1093  HISTORY     - 1969     GOOD             NGS
 LW1093  HISTORY     - 1984     GOOD             RIGS
 LW1093  HISTORY     - 1984     GOOD             RIGS
 LW1093  HISTORY     - 19871001 GOOD             RIGS
 LW1093  HISTORY     - 1988     GOOD             USPSQD
 LW1093
 LW1093                          STATION DESCRIPTION
 LW1093
 LW1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1093'3.3 MI N FROM SUMMIT.
 LW1093'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE
 LW1093'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, 82.3 FEET EAST OF
 LW1093'THE STATION MARK DESCRIBED, 49 FEET WEST OF THE CENTER LINE OF
 LW1093'STATE HIGHWAY 102, SET IN THE TOP OF A 4-FOOT LONG ROCK WHICH
 LW1093'PROJECTS 1 1/2 FEET ON THE NORTH SIDE, 36 FEET SOUTHWEST OF THE
 LW1093'CENTER LINE OF THE SOUTH LEG OF STATE HIGHWAY 14, 28 1/2 FEET
 LW1093'NORTHWEST OF POWER LINE POLE 1, 1.6 FEET SOUTH OF A METAL WITNESS
 LW1093'POST, 2 1/2 FEET BELOW THE LEVEL OF STATE HIGHWAY 102.
 LW1093
 LW1093                          STATION RECOVERY (1984)
 LW1093
 LW1093'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1093'RECOVERED IN GOOD CONDITION.
 LW1093
 LW1093                          STATION RECOVERY (1984)
 LW1093
 LW1093'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1093'RECOVERED IN GOOD CONDITION.
 LW1093
 LW1093                          STATION RECOVERY (1987)
 LW1093
 LW1093'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1093'THE STATION IS LOCATED ABOUT 5.12 KM (3.20 MI) SOUTH SOUTHEAST OF
 LW1093'FOSTER CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION
 LW1093'FROM THE INTERSECTION OF STATE HIGHWAYS 102 AND 117, GO NORTH FOR
 LW1093'5.28 KM (3.30 MI) ON HIGHWAY 102, TO THE INTERSECTION OF STATE
 LW1093'HIGHWAY 14 AND THE STATION IN THE SOUTHWEST CORNER OF THE
 LW1093'INTERSECTION ON THE LEFT.  IT IS 25.1 M (82.3 FT) EAST FROM THE
 LW1093'STATION MARK, PLAIN 1968, 16.9 M (55.4 FT) WEST-SOUTHWEST FROM THE
 LW1093'CENTERLINE OF HIGHWAY 102, 7.4 M (24.3 FT) NORTHWEST FROM A NECO
 LW1093'UTILITY POLE WITH NO NUMBER, 0.6 M (2.0 FT) SOUTH FROM A FIBERGLASS
 LW1093'WITNESS POST.  MARK IS PROJECTING .40 M (1.3 FT) ABOVE THE GROUND.
 LW1093'MARK IS SET INTO A DRILL HOLE IN A BOULDER OF 1.2 M (3.9 FT) AT ITS
 LW1093'LARGEST DIMENSION.
 LW1093
 LW1093                          STATION RECOVERY (1988)
 LW1093
 LW1093'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5699 ***********************************************************************
 LW5699  DESIGNATION -  PLAIN RM 3
 LW5699  PID         -  LW5699
 LW5699  STATE/COUNTY-  RI/PROVIDENCE
 LW5699  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5699
 LW5699                         *CURRENT SURVEY CONTROL
 LW5699  ___________________________________________________________________
 LW5699* NAD 83(1996)-  41 44 23.16068(N)    071 42 15.59858(W)     ADJUSTED  
 LW5699* NAVD 88     -       194.286  (meters)     637.42   (feet)  ADJUSTED  
 LW5699  ___________________________________________________________________
 LW5699  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 LW5699  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW5699  DYNAMIC HT  -         194.218 (meters)     637.20  (feet)  COMP
 LW5699  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LW5699
 LW5699  HORZ ORDER  -  SECOND
 LW5699  VERT ORDER  -  SECOND    CLASS II
 LW5699
 LW5699.The horizontal coordinates were established by classical geodetic methods
 LW5699.and adjusted by the National Geodetic Survey in August 1998..
 LW5699
 LW5699.The orthometric height was determined by differential leveling
 LW5699.and adjusted by the National Geodetic Survey in April 1995..
 LW5699
 LW5699.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5699
 LW5699.The geoid height was determined by GEOID03.
 LW5699
 LW5699.The dynamic height is computed by dividing the NAVD 88
 LW5699.geopotential number by the normal gravity value computed on the
 LW5699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5699.degrees latitude (g = 980.6199 gals.).
 LW5699
 LW5699.The modeled gravity was interpolated from observed gravity values.
 LW5699
 LW5699;                    North         East     Units Scale Factor Converg.
 LW5699;SPC RI       -    72,924.459    83,002.162   MT  0.99999730   -0 08 09.7
 LW5699;SPC RI       -   239,253.00    272,316.26   sFT  0.99999730   -0 08 09.7
 LW5699;SPC CT       -   253,594.894   391,783.978   MT  0.99998960   +0 41 36.0
 LW5699;SPC CT       -   832,002.58  1,285,377.93   sFT  0.99998960   +0 41 36.0
 LW5699;UTM  19      - 4,624,418.191   275,113.744   MT  1.00022239   -1 48 04.2
 LW5699
 LW5699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5699!SPC RI       -   0.99997422  x   0.99999730  =   0.99997152
 LW5699!SPC CT       -   0.99997422  x   0.99998960  =   0.99996382
 LW5699!UTM  19      -   0.99997422  x   1.00022239  =   1.00019661
 LW5699
 LW5699                          SUPERSEDED SURVEY CONTROL
 LW5699
 LW5699  NAD 83(1996)-  41 44 23.16004(N)    071 42 15.59820(W) AD(       ) 2
 LW5699  NAD 83(1992)-  41 44 23.15950(N)    071 42 15.59778(W) AD(       ) 2
 LW5699  NAD 83(1992)-  41 44 23.15926(N)    071 42 15.59807(W) AD(       ) 2
 LW5699  NAD 83(1986)-  41 44 23.15917(N)    071 42 15.59879(W) AD(       ) 2
 LW5699  NGVD 29 (06/01/94)  194.55   (m)          638.3    (f) LEVELING    3  
 LW5699
 LW5699.Superseded values are not recommended for survey control.
 LW5699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5699.See file dsdata.txt to determine how the superseded data were derived.
 LW5699
 LW5699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7511424418(NAD 83)
 LW5699_MARKER: DD = SURVEY DISK
 LW5699_SETTING: 80 = SET IN A BOULDER
 LW5699_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 LW5699_STAMPING: PLAIN RM 3 1987
 LW5699_MARK LOGO: RIGS  
 LW5699_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5699+STABILITY: SURFACE MOTION
 LW5699
 LW5699  HISTORY     - Date     Condition        Report By
 LW5699  HISTORY     - 1987     MONUMENTED       RIGS
 LW5699
 LW5699                          STATION DESCRIPTION
 LW5699
 LW5699'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5699'THE STATION IS LOCATED ABOUT 5.12 KM (3.20 MI) SOUTH SOUTHEAST OF
 LW5699'FOSTER CENTER.  OWNERSHIP---STATE RIGHT OF WAY.  TO REACH THE STATION
 LW5699'FROM THE INTERSECTION OF STATE HIGHWAYS 102 AND 117, GO NORTH FOR
 LW5699'5.28 KM (3.30 MI) ON HIGHWAY 102, TO THE INTERSECTION OF STATE
 LW5699'HIGHWAY 14 AND THE STATION IN THE SOUTHWEST CORNER OF THE
 LW5699'INTERSECTION ON THE LEFT.  IT IS 50.9 M (167.0 FT) WEST OF THE
 LW5699'CENTERLINE OF HIGHWAY 102, 10.3 M (33.8 FT) WEST OF STATION MARK,
 LW5699'PLAIN 1968.  MARK IS SET INTO A BOULDER WHICH PROJECTS .45 M (1.5 FT)
 LW5699'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5727 ***********************************************************************
 LW5727  CBN         -  This is a Cooperative Base Network Control Station.
 LW5727  DESIGNATION -  PLEASANT
 LW5727  PID         -  LW5727
 LW5727  STATE/COUNTY-  RI/WASHINGTON
 LW5727  USGS QUAD   -  KINGSTON (1975)
 LW5727
 LW5727                         *CURRENT SURVEY CONTROL
 LW5727  ___________________________________________________________________
 LW5727* NAD 83(1996)-  41 29 31.78117(N)    071 33 06.38870(W)     ADJUSTED  
 LW5727* NAVD 88     -        35.9    (meters)     118.     (feet)  GPS OBS   
 LW5727  ___________________________________________________________________
 LW5727  X           -   1,514,062.187 (meters)                     COMP
 LW5727  Y           -  -4,538,680.625 (meters)                     COMP
 LW5727  Z           -   4,203,523.951 (meters)                     COMP
 LW5727  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 LW5727  ELLIP HEIGHT-           5.67  (meters)          (06/22/01) GPS OBS
 LW5727  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LW5727
 LW5727  HORZ ORDER  -  A
 LW5727  ELLP ORDER  -  FOURTH    CLASS I
 LW5727
 LW5727.The horizontal coordinates were established by GPS observations
 LW5727.and adjusted by the National Geodetic Survey in June 2001..
 LW5727
 LW5727.The orthometric height was determined by GPS observations and a
 LW5727.high-resolution geoid model.
 LW5727
 LW5727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5727
 LW5727.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5727
 LW5727.The ellipsoidal height was determined by GPS observations
 LW5727.and is referenced to NAD 83.
 LW5727
 LW5727.The geoid height was determined by GEOID03.
 LW5727
 LW5727;                    North         East     Units Scale Factor Converg.
 LW5727;SPC RI       -    45,405.245    95,676.522   MT  0.99999398   -0 02 03.5
 LW5727;SPC RI       -   148,967.04    313,898.72   sFT  0.99999398   -0 02 03.5
 LW5727;UTM  19      - 4,596,537.726   286,987.409   MT  1.00015843   -1 41 28.4
 LW5727
 LW5727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5727!SPC RI       -   0.99999911  x   0.99999398  =   0.99999309
 LW5727!UTM  19      -   0.99999911  x   1.00015843  =   1.00015754
 LW5727
 LW5727                          SUPERSEDED SURVEY CONTROL
 LW5727
 LW5727  NAD 83(1996)-  41 29 31.78085(N)    071 33 06.38544(W) AD(       ) 1
 LW5727  NAD 83(1996)-  41 29 31.77984(N)    071 33 06.38458(W) AD(       ) 1
 LW5727  NAD 83(1992)-  41 29 31.77941(N)    071 33 06.38471(W) AD(       ) 1
 LW5727  ELLIP H (01/17/96)    5.62   (m)                       GP(       ) 4 2
 LW5727  NAD 83(1992)-  41 29 31.77866(N)    071 33 06.38436(W) AD(       ) 1
 LW5727  NAD 83(1986)-  41 29 31.77866(N)    071 33 06.38393(W) AD(       ) 1
 LW5727  NGVD 29 (07/21/92)   36.20   (m)          118.8    (f) LEVELING    3  
 LW5727
 LW5727.Superseded values are not recommended for survey control.
 LW5727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5727.See file dsdata.txt to determine how the superseded data were derived.
 LW5727
 LW5727_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8698796538(NAD 83)
 LW5727_MARKER: I = METAL ROD
 LW5727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LW5727_SP_SET: STAINLESS STEEL ROD
 LW5727_STAMPING: PLEASANT 1987
 LW5727_MARK LOGO: AEROS 
 LW5727_PROJECTION: FLUSH
 LW5727_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW5727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5727+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW5727_ROD/PIPE-DEPTH: 38.4 meters
 LW5727
 LW5727  HISTORY     - Date     Condition        Report By
 LW5727  HISTORY     - 1987     MONUMENTED       AEROS
 LW5727  HISTORY     - 19940901 GOOD             USPSQD
 LW5727  HISTORY     - 19971001 GOOD             USPSQD
 LW5727  HISTORY     - 20000725 GOOD             RIDT
 LW5727  HISTORY     - 20010807 GOOD             USPSQD
 LW5727  HISTORY     - 20060703 GOOD             USPSQD
 LW5727
 LW5727                          STATION DESCRIPTION
 LW5727
 LW5727'DESCRIBED BY AERO SERVICE CORPORATION 1987
 LW5727'TO REACH FROM THE INTERSECTION OF RTE 138 AND RTE 2, GO SOUTHEAST ON
 LW5727'RTE 138, 1.4 KM (0.85 MI) TO FAIRGROUND ROAD, TURN LEFT AND GO
 LW5727'NORTHEAST ON FAIRGROUND ROAD 1.0 KM (0.60 MI) , CROSSING WAITES CORNER
 LW5727'ROAD, TO THE STATION ON THE RIGHT.
 LW5727'IN SOUTH KINGSTOWN ON THE SOUTHEAST SIDE OF FAIRGROUND ROAD IN AN OPEN
 LW5727'AREA WITH SOD FIELDS ON EACH SIDE OF THE ROAD, THE MARK IS 5.2 M
 LW5727'(17.1 FT) SOUTHEAST FROM THE CENTER OF FAIRGROUND ROAD AND 1.61 M
 LW5727'(5.3 FT) NORTHWEST FROM POLE NUMBER 4967.
 LW5727'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LW5727
 LW5727                          STATION RECOVERY (1994)
 LW5727
 LW5727'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5727'RECOVERED IN GOOD CONDITION.
 LW5727
 LW5727                          STATION RECOVERY (1997)
 LW5727
 LW5727'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5727'RECOVERED IN GOOD CONDITION.
 LW5727
 LW5727                          STATION RECOVERY (2000)
 LW5727
 LW5727'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW5727'THE STATION IS LOCATED IN SOUTH KINGSTOWN, RI ABOUT 8.4 MI (13.5 KM)
 LW5727'SOUTHEAST OF HOPE VALLEY CENTER, 7.63 MI (12.28 KM) SOUTHWEST OF
 LW5727'WICKFORD CENTER AND 1.72 MI (2.77 KM) WEST-NORTHWEST OF KINGSTON
 LW5727'CENTER ON TOWN RIGHT-OF-WAY.  TO REACH THE STATION FROM 2.75 MI
 LW5727'(4.43 KM) WEST OF KINGSTON AT THE INTERSECTION OF STATE ROUTE 138
 LW5727'AND ROUTE 2, GO SOUTHEAST ON ROUTE 138 FOR 0.85 MI (1.37 KM) TO
 LW5727'FAIRGROUND ROAD.  TURN LEFT AND GO NORTHEAST ON FAIRGROUND
 LW5727'ROAD FOR 0.65 MI (1.05 KM) CROSSING WAITES CORNER ROAD TO THE
 LW5727'STATION ON THE RIGHT.  A STAINLESS STEEL ROD REPORTEDLY DRIVEN TO
 LW5727'A DEPTH OF 38.18 M (125.26 FT) ENCASED IN A PVC PIPE WITH AN ALUMINUM
 LW5727'ACCESS COVER CAST WITH --SURVEY MONUMENT DO NOT DISTURB--- FLUSH
 LW5727'WITH GROUND LEVEL.  IT IS, 11.45 M (37.57 FT) SOUTHEAST OF N.E.C.O.
 LW5727'POLE
 LW5727'NUMBER 13/N.E.T. AND T.  POLE NUMBER 4967, 5.2 M (17.1 FT) SOUTHEAST
 LW5727'FROM THE CENTER OF FAIRGROUND ROAD AND 1.65 M (5.41 FT) NORTHWEST
 LW5727'FROM SUPPORT POLE NUMBER 1384.  DESCRIBED BY TOM TAIT.
 LW5727'
 LW5727
 LW5727                          STATION RECOVERY (2001)
 LW5727
 LW5727'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW5727'RECOVERED IN GOOD CONDITION.
 LW5727
 LW5727                          STATION RECOVERY (2006)
 LW5727
 LW5727'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW5727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3280 ***********************************************************************
 LW3280  DESIGNATION -  PLEASANT VIEW USE 1909
 LW3280  PID         -  LW3280
 LW3280  STATE/COUNTY-  RI/WASHINGTON
 LW3280  USGS QUAD   -  WATCH HILL (1984)
 LW3280
 LW3280                         *CURRENT SURVEY CONTROL
 LW3280  ___________________________________________________________________
 LW3280* NAD 83(1996)-  41 19 24.79830(N)    071 48 12.48782(W)     ADJUSTED  
 LW3280* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LW3280  ___________________________________________________________________
 LW3280  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 LW3280  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3280
 LW3280  HORZ ORDER  -  THIRD
 LW3280
 LW3280.The horizontal coordinates were established by classical geodetic methods
 LW3280.and adjusted by the National Geodetic Survey in August 1998..
 LW3280
 LW3280.The orthometric height was scaled from a topographic map.
 LW3280
 LW3280.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3280
 LW3280.The geoid height was determined by GEOID03.
 LW3280
 LW3280;                    North         East     Units Scale Factor Converg.
 LW3280;SPC RI       -    26,722.771    74,593.003   MT  1.00000169   -0 12 01.4
 LW3280;SPC RI       -    87,672.96    244,727.21   sFT  1.00000169   -0 12 01.4
 LW3280;SPC CT       -   207,277.057   384,044.082   MT  0.99998983   +0 37 39.4
 LW3280;SPC CT       -   680,041.48  1,259,984.63   sFT  0.99998983   +0 37 39.4
 LW3280;UTM  19      - 4,578,467.712   265,368.585   MT  1.00027757   -1 51 07.2
 LW3280
 LW3280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3280!SPC RI       -   1.00000454  x   1.00000169  =   1.00000623
 LW3280!SPC CT       -   1.00000454  x   0.99998983  =   0.99999437
 LW3280!UTM  19      -   1.00000454  x   1.00027757  =   1.00028211
 LW3280
 LW3280:                Primary Azimuth Mark                     Grid Az
 LW3280:SPC RI       -  FORT HILL                                308 28 58.9
 LW3280:SPC CT       -  FORT HILL                                307 39 18.1
 LW3280:UTM  19      -  FORT HILL                                310 08 04.7
 LW3280
 LW3280|---------------------------------------------------------------------|
 LW3280| PID    Reference Object                     Distance      Geod. Az  |
 LW3280|                                                           dddmmss.s |
 LW3280| LW3287 FORT HILL                           APPROX. 1.8 KM 3081657.5 |
 LW3280|---------------------------------------------------------------------|
 LW3280
 LW3280                          SUPERSEDED SURVEY CONTROL
 LW3280
 LW3280  NAD 83(1992)-  41 19 24.79697(N)    071 48 12.48703(W) AD(       ) 3
 LW3280  NAD 83(1986)-  41 19 24.79576(N)    071 48 12.48921(W) AD(       ) 3
 LW3280  NAD 27      -  41 19 24.43900(N)    071 48 14.24600(W) AD(       ) 3
 LW3280
 LW3280.Superseded values are not recommended for survey control.
 LW3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3280.See file dsdata.txt to determine how the superseded data were derived.
 LW3280
 LW3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6536978468(NAD 83)
 LW3280_MARKER: N = NAIL
 LW3280_SETTING: 0 = UNSPECIFIED SETTING
 LW3280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3280
 LW3280  HISTORY     - Date     Condition        Report By
 LW3280  HISTORY     - 1909     MONUMENTED       USE
 LW3280  HISTORY     - 1918     GOOD             CGS
 LW3280  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3280  HISTORY     - 1934     MARK NOT FOUND   CGS
 LW3280  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3280
 LW3280                          STATION DESCRIPTION
 LW3280
 LW3280'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 LW3280'STATION IS ON THE S SIDE OF BRIGHTMAN POND, ABOUT 2-1/2 MILES E
 LW3280'BY N FROM WATCH HILL.  THE STATION IS ABOUT 16 METERS N OF THE
 LW3280'TROLLEY LINE TO WESTERLY AND IN THE REAR OF S.J. RENTERS COTTAGE,
 LW3280'ON LEVEL GROUND BETWEEN THE TROLLEY LINE AND THE POND.  THE
 LW3280'STATION IS MARKED BY A NAIL EMBEDDED IN CONCRETE IN A 4-INCH
 LW3280'SEWER PIPE SET IN THE GROUND.  A SIMILAR PIPE, SET 13.32 METERS
 LW3280'(43.70 FEET) S OF THE STATION AND ABOUT 3 METERS N OF THE
 LW3280'TROLLEY TRACK, SERVES AS A REFERENCE MARK.
 LW3280
 LW3280                          STATION RECOVERY (1934)
 LW3280
 LW3280'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3280'FOUND NEITHER STATION NOR REFERENCE MARK.
 LW3280'
 LW3280'BRIGHTMAN POND IS ALSO AND BETTER KNOWN AS WINNAPAUG POND.
 LW3280'
 LW3280'THE LOCATION GIVEN FOR THE STATION IS AT THE W END OF ATLANTIC
 LW3280'BEACH E OF THE VILLAGE OF MISQUAMICUT.
 LW3280'
 LW3280'THE TROLLEY TRACKS HAVE BEEN REMOVED, AND THERE IS NOW A
 LW3280'MACADAM ROAD.
 LW3280'
 LW3280'THE COTTAGE WHICH FORMERLY BELONGED TO S.J. REUTER (NOT RENTER,
 LW3280'AS SPELLED IN THE DESCRIPTION) IS NOW THE PROPERTY OF A.W. CLAPP
 LW3280'AND IS NUMBER 181 ATLANTIC AVENUE.
 LW3280'
 LW3280'ON THE N SIDE OF ATLANTIC AVENUE OPPOSITE THE REUTER COTTAGE
 LW3280'AND BETWEEN WHERE THE TROLLEY TRACKS FORMERLY WERE AND THE S
 LW3280'SHORE OF THE POND ARE THREE COTTAGES, THE PROPERTY OF SHERIFF
 LW3280'MITCHELL, MR. J. ERNEST YOUNG, AND MRS. WM. R. CHAPMAN, ALL OF
 LW3280'WESTERLY.  INQUIRY OF EACH OF THESE OWNERS FOUND NO ONE WHO
 LW3280'COULD RECALL EVER SEEING EITHER THE STATION OF REFERENCE MARK.
 LW3280
 LW3280                          STATION RECOVERY (1934)
 LW3280
 LW3280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3280'THE STATION AND REFERENCE MARK WERE NOT FOUND.  A STREET HAS
 LW3280'BEEN PUT THROUGH ALONG THE S SHORE OF THE POND AND THE STATION
 LW3280'IS PROBABLY IN THE STREET.
 LW3280
 LW3280                          STATION RECOVERY (1954)
 LW3280
 LW3280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3280'STATION NOT RECOVERED.  THE PUBLISHED DESCRIPTION IS INADEQUATE
 LW3280'FOR RECOVERY OF THIS STATION DUE TO THE CHANGES IN
 LW3280'DEVELOPMENT.  THE TROLLEY LINE HAS NOW BEEN REMOVED, AND A MACADAM
 LW3280'ROAD BUILT THROUGH THE AREA.  IT IS RECOMMENDED THAT THIS STATION
 LW3280'BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2520 ***********************************************************************
 LW2520  DESIGNATION -  PLUM BEACH LIGHTHOUSE
 LW2520  PID         -  LW2520
 LW2520  STATE/COUNTY-  RI/WASHINGTON
 LW2520  USGS QUAD   -  WICKFORD (1995)
 LW2520
 LW2520                         *CURRENT SURVEY CONTROL
 LW2520  ___________________________________________________________________
 LW2520* NAD 83(1996)-  41 31 48.98229(N)    071 24 18.80348(W)     ADJUSTED  
 LW2520* NAVD 88     -                                                        
 LW2520  ___________________________________________________________________
 LW2520  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 LW2520  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW2520
 LW2520  HORZ ORDER  -  THIRD
 LW2520
 LW2520.The horizontal coordinates were established by classical geodetic methods
 LW2520.and adjusted by the National Geodetic Survey in August 1998..
 LW2520
 LW2520
 LW2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2520
 LW2520.The geoid height was determined by GEOID03.
 LW2520
 LW2520;                    North         East     Units Scale Factor Converg.
 LW2520;SPC RI       -    49,641.061   107,909.765   MT  0.99999452   +0 03 46.2
 LW2520;SPC RI       -   162,864.05    354,033.95   sFT  0.99999452   +0 03 46.2
 LW2520;UTM  19      - 4,600,418.441   299,339.693   MT  1.00009553   -1 35 42.8
 LW2520
 LW2520                          SUPERSEDED SURVEY CONTROL
 LW2520
 LW2520  NAD 83(1996)-  41 31 48.98167(N)    071 24 18.80290(W) AD(       ) 4
 LW2520  NAD 83(1992)-  41 31 48.98077(N)    071 24 18.80274(W) AD(       ) 4
 LW2520  NAD 83(1992)-  41 31 48.98016(N)    071 24 18.80254(W) AD(       ) 4
 LW2520  NAD 83(1986)-  41 31 48.98006(N)    071 24 18.80104(W) AD(       ) 4
 LW2520  NAD 27      -  41 31 48.60900(N)    071 24 20.59200(W) AD(       ) 3
 LW2520
 LW2520.Superseded values are not recommended for survey control.
 LW2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2520.See file dsdata.txt to determine how the superseded data were derived.
 LW2520
 LW2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9934000418(NAD 83)
 LW2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2520+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2002
 LW2520
 LW2520  HISTORY     - Date     Condition        Report By
 LW2520  HISTORY     - 1897     MONUMENTED       CGS
 LW2520  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2520  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2520  HISTORY     - 19941001 GOOD             USPSQD
 LW2520  HISTORY     - 19960914 GOOD             USPSQD
 LW2520  HISTORY     - 19991231 POOR             USPSQD
 LW2520  HISTORY     - 20021008 GOOD             USPSQD
 LW2520  HISTORY     - 20040806 GOOD             USPSQD
 LW2520
 LW2520                          STATION DESCRIPTION
 LW2520
 LW2520'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (DBW)
 LW2520'IN THE WESTERN PASSAGE, NARRAGANSETT BAY, ON A SHOAL
 LW2520'ABOUT 1/2 MILE E OF THE POINT OF PLUM BEACH.  THE
 LW2520'LIGHTHOUSE IS A BLACK CYLINDRICAL PIER SURMOUNTED BY
 LW2520'A CONICAL TOWER, LOWER HALF WHITE AND UPPER HALF BROWN.
 LW2520
 LW2520                          STATION RECOVERY (1944)
 LW2520
 LW2520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2520'STATION WAS RECOVERED AS DESCRIBED.  IT IS ABANDONED BUT
 LW2520'STILL IN GOOD CONDITION.  THE TIP OF THE CONICAL TOWER
 LW2520'WAS USED FOR OBSERVATION.
 LW2520
 LW2520                          STATION RECOVERY (1956)
 LW2520
 LW2520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2520'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1944
 LW2520'RECOVERY NOTE IS ADEQUATE WITH THE FOLLOWING ADDITION--
 LW2520'
 LW2520'IT IS LOCATED JUST N OF THE JAMESTOWN BRIDGE.
 LW2520
 LW2520                          STATION RECOVERY (1994)
 LW2520
 LW2520'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2520'RECOVERED IN GOOD CONDITION.
 LW2520
 LW2520                          STATION RECOVERY (1996)
 LW2520
 LW2520'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW2520'RECOVERED IN GOOD CONDITION.
 LW2520
 LW2520                          STATION RECOVERY (1999)
 LW2520
 LW2520'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW2520'MARK RECOVERED IN POOR CONDITION.
 LW2520
 LW2520                          STATION RECOVERY (2002)
 LW2520
 LW2520'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 LW2520'RECOVERED IN GOOD CONDITION.
 LW2520
 LW2520                          STATION RECOVERY (2004)
 LW2520
 LW2520'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5561 ***********************************************************************
 LW5561  DESIGNATION -  PO 001
 LW5561  PID         -  LW5561
 LW5561  STATE/COUNTY-  RI/NEWPORT
 LW5561  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW5561
 LW5561                         *CURRENT SURVEY CONTROL
 LW5561  ___________________________________________________________________
 LW5561* NAD 83(1996)-  41 34 28.18266(N)    071 16 19.64333(W)     ADJUSTED  
 LW5561* NAVD 88     -        61.806  (meters)     202.78   (feet)  ADJUSTED  
 LW5561  ___________________________________________________________________
 LW5561  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 LW5561  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW5561  DYNAMIC HT  -          61.786 (meters)     202.71  (feet)  COMP
 LW5561  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 LW5561
 LW5561  HORZ ORDER  -  SECOND
 LW5561  VERT ORDER  -  SECOND    CLASS II
 LW5561
 LW5561.The horizontal coordinates were established by classical geodetic methods
 LW5561.and adjusted by the National Geodetic Survey in August 1998..
 LW5561
 LW5561.The orthometric height was determined by differential leveling
 LW5561.and adjusted by the National Geodetic Survey in April 1995..
 LW5561
 LW5561.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5561
 LW5561.The geoid height was determined by GEOID03.
 LW5561
 LW5561.The dynamic height is computed by dividing the NAVD 88
 LW5561.geopotential number by the normal gravity value computed on the
 LW5561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5561.degrees latitude (g = 980.6199 gals.).
 LW5561
 LW5561.The modeled gravity was interpolated from observed gravity values.
 LW5561
 LW5561;                    North         East     Units Scale Factor Converg.
 LW5561;SPC RI       -    54,573.307   119,004.911   MT  0.99999819   +0 09 04.4
 LW5561;SPC RI       -   179,045.92    390,435.28   sFT  0.99999819   +0 09 04.4
 LW5561;UTM  19      - 4,605,027.786   310,573.773   MT  1.00004159   -1 30 29.6
 LW5561
 LW5561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5561!SPC RI       -   0.99999498  x   0.99999819  =   0.99999317
 LW5561!UTM  19      -   0.99999498  x   1.00004159  =   1.00003657
 LW5561
 LW5561                          SUPERSEDED SURVEY CONTROL
 LW5561
 LW5561  NAD 83(1996)-  41 34 28.18235(N)    071 16 19.64299(W) AD(       ) 2
 LW5561  NAD 83(1992)-  41 34 28.18104(N)    071 16 19.64256(W) AD(       ) 2
 LW5561  NAD 83(1992)-  41 34 28.18054(N)    071 16 19.64218(W) AD(       ) 2
 LW5561  NAD 83(1986)-  41 34 28.18074(N)    071 16 19.64035(W) AD(       ) 2
 LW5561  NGVD 29 (07/30/91)   62.07   (m)          203.6    (f) LEVELING    3  
 LW5561
 LW5561.Superseded values are not recommended for survey control.
 LW5561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5561.See file dsdata.txt to determine how the superseded data were derived.
 LW5561
 LW5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1057405028(NAD 83)
 LW5561_MARKER: DD = SURVEY DISK
 LW5561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5561_SP_SET: CONCRETE POST
 LW5561_STAMPING: PO 001 1987
 LW5561_MARK LOGO: RIGS  
 LW5561_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5561+STABILITY: SURFACE MOTION
 LW5561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5561+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1988
 LW5561
 LW5561  HISTORY     - Date     Condition        Report By
 LW5561  HISTORY     - 1987     MONUMENTED       RIGS
 LW5561  HISTORY     - 19880505 GOOD             RIGS
 LW5561
 LW5561                          STATION DESCRIPTION
 LW5561
 LW5561'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5561'THE STATION IS LOCATED ABOUT 3.44 KM (2.15 MI) SOUTH SOUTHEAST OF
 LW5561'PORTSMOUTH CENTER. OWNERSHIP--STATE RIGHT OF WAY.
 LW5561'TO REACH FROM THE NEWPORT WATER WORKS BUILDING ON STATE HIGHWAY 114 IN
 LW5561'NEWPORT, GO NORTH FOR 1.53 KM (0.95 MI) ON STATE HIGHWAY 114 TO THE
 LW5561'STATION ON THE RIGHT. IT IS 32.9 M (107.9 FT) NORTHEAST FROM THE
 LW5561'CENTERLINE OF LOCUST AVENUE, 17.0 M (55.8 FT) SOUTHEAST FROM THE
 LW5561'CENTERLINE OF TWO TRAVEL LANES OF HIGHWAY 114 NORTHBOUND, 5.6 M
 LW5561'(18.4 FT) SOUTHWEST OF A NET+T COMPANY UTILITY POLE 126, AND 2.1 M
 LW5561'(6.9 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 LW5561'THE MARK IS FLUSH WITH THE GROUND.
 LW5561
 LW5561                          STATION RECOVERY (1988)
 LW5561
 LW5561'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5561'THE STATION IS LOCATED ABOUT 3.44 KM (2.15 MI) SOUTH SOUTHWEST OF
 LW5561'PORTSMOUTH CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE
 LW5561'NEWPORT WATER WORKS BUILDING, GO NORTH FOR 1.53 KM (0.95 MI) ON STATE
 LW5561'HIGHWAY 114 TO THE STATION ON THE RIGHT.  IT IS 32.9 M (107.9 FT)
 LW5561'NORTHEAST FROM THE CENTERLINE OF LOCUST AVENUE, 17.0 M (55.8 FT)
 LW5561'SOUTHEAST FROM THE CENTERLINE OF TWO TRAVEL LANES OF HIGHWAY 114
 LW5561'NORTHBOUND, 5.6 M (18.4 FT) SOUTHWEST OF A NET+T COMPANY UTILITY POLE
 LW5561'126, 2.1 M (6.9 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.  THE MARK
 LW5561'IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5700 ***********************************************************************
 LW5700  DESIGNATION -  PO 002
 LW5700  PID         -  LW5700
 LW5700  STATE/COUNTY-  RI/NEWPORT
 LW5700  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW5700
 LW5700                         *CURRENT SURVEY CONTROL
 LW5700  ___________________________________________________________________
 LW5700* NAD 83(1986)-  41 34 52.     (N)    071 16 10.     (W)     SCALED    
 LW5700* NAVD 88     -        48.308  (meters)     158.49   (feet)  ADJUSTED  
 LW5700  ___________________________________________________________________
 LW5700  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW5700  DYNAMIC HT  -          48.292 (meters)     158.44  (feet)  COMP
 LW5700  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 LW5700
 LW5700  VERT ORDER  -  SECOND    CLASS II
 LW5700
 LW5700.The horizontal coordinates were scaled from a topographic map and have
 LW5700.an estimated accuracy of +/- 6 seconds.
 LW5700
 LW5700.The orthometric height was determined by differential leveling
 LW5700.and adjusted by the National Geodetic Survey in April 1995..
 LW5700
 LW5700.The geoid height was determined by GEOID03.
 LW5700
 LW5700.The dynamic height is computed by dividing the NAVD 88
 LW5700.geopotential number by the normal gravity value computed on the
 LW5700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5700.degrees latitude (g = 980.6199 gals.).
 LW5700
 LW5700.The modeled gravity was interpolated from observed gravity values.
 LW5700
 LW5700;                    North         East    Units  Estimated Accuracy
 LW5700;SPC RI       -    55,310.      119,230.      MT  (+/- 180 meters Scaled)
 LW5700
 LW5700                          SUPERSEDED SURVEY CONTROL
 LW5700
 LW5700.No superseded survey control is available for this station.
 LW5700
 LW5700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG108057(NAD 83)
 LW5700_MARKER: DD = SURVEY DISK
 LW5700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5700_SP_SET: CONCRETE POST
 LW5700_STAMPING: PO 002 1987
 LW5700_MARK LOGO: RIGS  
 LW5700_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5700+STABILITY: SURFACE MOTION
 LW5700
 LW5700  HISTORY     - Date     Condition        Report By
 LW5700  HISTORY     - 1987     MONUMENTED       RIGS
 LW5700  HISTORY     - 20051101 MARK NOT FOUND   USPSQD
 LW5700
 LW5700                          STATION DESCRIPTION
 LW5700
 LW5700'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5700'THE STATION IS LOCATED ABOUT 2.64 KM (1.65 MI) SOUTHWEST OF
 LW5700'PORTSMOUTH CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE
 LW5700'NEWPORT WATER WORKS BUILDING, GO NORTH FOR 2.24 KM (1.40 MI) ON STATE
 LW5700'HIGHAY 114 TO THE STATION ON THE LEFT.  IT IS 6.10 M (20.0 FT) NORTH
 LW5700'FROM THE CENTER OF A SQUARE DRAINAGE COVER, 5.3 M (17.4 FT) NORTHWEST
 LW5700'FROM THE CENTERLINE OF TWO SOUTHBOUND LANES OF STATE HIGHWAY 114, 2.0
 LW5700'M (6.6 FT) SOUTHEAST FROM A CHAIN LINK FENCE, 1.5 M (4.9 FT)
 LW5700'SOUTHEAST FROM A FIBERGLASS WITNESS POST.  THE MARK IS FLUSH WITH THE
 LW5700'SURROUNDING GROUND.
 LW5700
 LW5700                          STATION RECOVERY (2005)
 LW5700
 LW5700'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW5700'NEITHER THE STATION NOR THE WITNESS POST WERE FOUND.  THE STATION MAY
 LW5700'HAVE BEEN REMOVED BY SNOW PLOWING OR COVERED WITH WINTER SAND. THE
 LW5700'WITNESS POST MAY HAVE BEEN DAMAGED BY SNOW PLOWING OR GRASS CUTTING.
 LW5700'THE LONGITUDE AND LATITUDE COORDINATES WERE NOT HELPFUL BECAUSE THEY
 LW5700'ARE INCONSISTANT WITH THE OTHER DIRECTIONS AND PLACE THE LOCATION ON
 LW5700'THE EAST SIDE OF HIGHWAY 114.
 LW5700' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5701 ***********************************************************************
 LW5701  DESIGNATION -  PO 003
 LW5701  PID         -  LW5701
 LW5701  STATE/COUNTY-  RI/NEWPORT
 LW5701  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW5701
 LW5701                         *CURRENT SURVEY CONTROL
 LW5701  ___________________________________________________________________
 LW5701* NAD 83(1986)-  41 35 08.     (N)    071 16 06.     (W)     SCALED    
 LW5701* NAVD 88     -        53.970  (meters)     177.07   (feet)  ADJUSTED  
 LW5701  ___________________________________________________________________
 LW5701  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW5701  DYNAMIC HT  -          53.952 (meters)     177.01  (feet)  COMP
 LW5701  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 LW5701
 LW5701  VERT ORDER  -  SECOND    CLASS II
 LW5701
 LW5701.The horizontal coordinates were scaled from a topographic map and have
 LW5701.an estimated accuracy of +/- 6 seconds.
 LW5701
 LW5701.The orthometric height was determined by differential leveling
 LW5701.and adjusted by the National Geodetic Survey in April 1995..
 LW5701
 LW5701.The geoid height was determined by GEOID03.
 LW5701
 LW5701.The dynamic height is computed by dividing the NAVD 88
 LW5701.geopotential number by the normal gravity value computed on the
 LW5701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5701.degrees latitude (g = 980.6199 gals.).
 LW5701
 LW5701.The modeled gravity was interpolated from observed gravity values.
 LW5701
 LW5701;                    North         East    Units  Estimated Accuracy
 LW5701;SPC RI       -    55,800.      119,320.      MT  (+/- 180 meters Scaled)
 LW5701
 LW5701                          SUPERSEDED SURVEY CONTROL
 LW5701
 LW5701.No superseded survey control is available for this station.
 LW5701
 LW5701_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG109062(NAD 83)
 LW5701_MARKER: DD = SURVEY DISK
 LW5701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5701_SP_SET: CONCRETE POST
 LW5701_STAMPING: PO 003 1987
 LW5701_MARK LOGO: RIGS  
 LW5701_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5701+STABILITY: SURFACE MOTION
 LW5701
 LW5701  HISTORY     - Date     Condition        Report By
 LW5701  HISTORY     - 1987     MONUMENTED       RIGS
 LW5701  HISTORY     - 20051101 MARK NOT FOUND   USPSQD
 LW5701
 LW5701                          STATION DESCRIPTION
 LW5701
 LW5701'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5701'THE STATION IS LOCATED ABOUT 2.16 KM (1.35 MI) SOUTHWEST OF
 LW5701'PORTSMOUTH CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE
 LW5701'NEWPORT WATER WORKS BUILDING, GO NORTH FOR 2.72 KM (1.70 MI) ON STATE
 LW5701'HIGHWAY 114 TO THE STATION ON THE LEFT.  IT IS 18.3 M (60.0 FT) WEST
 LW5701'NORTHWEST FROM A NET+T COMPANY UTILITY POLE 93, 5.5 M (18.0 FT)
 LW5701'NORTHWEST FROM THE CENTERLINE OF TWO SOUTHBOUND LANES OF STATE
 LW5701'HIGHWAY 114, 1.4 M (4.6 FT) SOUTHEAST FROM A CHAIN LINK FENCE, 0.90 M
 LW5701'(3.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.  THE MARK IS FLUSH
 LW5701'WITH THE SURROUNDING GROUND.
 LW5701
 LW5701                          STATION RECOVERY (2005)
 LW5701
 LW5701'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW5701'NEITHER THE STATION NOR THE WITNESS POST WERE FOUND.  THE STATION MAY
 LW5701'HAVE BEEN REMOVED BY SNOW PLOWING OR COVERED WITH WINTER SAND. THE
 LW5701'WITNESS POST MAY HAVE BEEN DAMAGED BY SNOW PLOWING OR GRASS CUTTING.
 LW5701'THE LONGITUDE AND LATITUDE COORDINATES WERE NOT HELPFUL BECAUSE THEY
 LW5701'ARE INCONSISTANT WITH THE OTHER DIRECTIONS AND PLACE THE LOCATION ON
 LW5701'THE EAST SIDE OF HIGHWAY 114.
 LW5701' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5702 ***********************************************************************
 LW5702  DESIGNATION -  PO 004
 LW5702  PID         -  LW5702
 LW5702  STATE/COUNTY-  RI/NEWPORT
 LW5702  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW5702
 LW5702                         *CURRENT SURVEY CONTROL
 LW5702  ___________________________________________________________________
 LW5702* NAD 83(1986)-  41 35 22.     (N)    071 16 04.     (W)     SCALED    
 LW5702* NAVD 88     -        49.036  (meters)     160.88   (feet)  ADJUSTED  
 LW5702  ___________________________________________________________________
 LW5702  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW5702  DYNAMIC HT  -          49.020 (meters)     160.83  (feet)  COMP
 LW5702  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 LW5702
 LW5702  VERT ORDER  -  SECOND    CLASS II
 LW5702
 LW5702.The horizontal coordinates were scaled from a topographic map and have
 LW5702.an estimated accuracy of +/- 6 seconds.
 LW5702
 LW5702.The orthometric height was determined by differential leveling
 LW5702.and adjusted by the National Geodetic Survey in April 1995..
 LW5702
 LW5702.The geoid height was determined by GEOID03.
 LW5702
 LW5702.The dynamic height is computed by dividing the NAVD 88
 LW5702.geopotential number by the normal gravity value computed on the
 LW5702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5702.degrees latitude (g = 980.6199 gals.).
 LW5702
 LW5702.The modeled gravity was interpolated from observed gravity values.
 LW5702
 LW5702;                    North         East    Units  Estimated Accuracy
 LW5702;SPC RI       -    56,240.      119,360.      MT  (+/- 180 meters Scaled)
 LW5702
 LW5702                          SUPERSEDED SURVEY CONTROL
 LW5702
 LW5702.No superseded survey control is available for this station.
 LW5702
 LW5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG109066(NAD 83)
 LW5702_MARKER: DD = SURVEY DISK
 LW5702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5702_SP_SET: CONCRETE POST
 LW5702_STAMPING: PO 004 1987
 LW5702_MARK LOGO: RIGS  
 LW5702_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5702+STABILITY: SURFACE MOTION
 LW5702
 LW5702  HISTORY     - Date     Condition        Report By
 LW5702  HISTORY     - 1987     MONUMENTED       RIGS
 LW5702  HISTORY     - 20051101 MARK NOT FOUND   USPSQD
 LW5702
 LW5702                          STATION DESCRIPTION
 LW5702
 LW5702'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5702'THE STATION IS LOCATED ABOUT 1.87 KM (1.15 MI) WEST SOUTHWEST OF
 LW5702'PORTSMOUTH CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE
 LW5702'NEWPORT WATER WORKS BUILDING, GO NORTH FOR 3.12 KM (1.95 MI) ON STATE
 LW5702'HIGHWAY 114 TO THE STATION ON THE LEFT.  IT IS 18.9 M (62.0 FT) NORTH
 LW5702'NORTHEAST FROM THE CENTERLINE OF STREET ACCESS TO DUMP, 10.8 M (35.4
 LW5702'FT) NORTHEAST FROM A NET+T COMPANY TELEPHONE POLE NUMBER 82, 4.9 M
 LW5702'(16.1 FT) WEST NORTHWEST FROM THE CENTERLINE OF TWO SOUTHBOUND LANES
 LW5702'OF HIGHAY 114, 1.0 M (3.3 FT) EAST SOUTHEAST FROM A FIBERGLASS
 LW5702'WITNESS POST.  MARK IS FLUSH WITH THE SURROUNDING GROUND.
 LW5702
 LW5702                          STATION RECOVERY (2005)
 LW5702
 LW5702'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW5702'NEITHER THE STATION NOR THE WITNESS POST WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5703 ***********************************************************************
 LW5703  DESIGNATION -  PO 005
 LW5703  PID         -  LW5703
 LW5703  STATE/COUNTY-  RI/NEWPORT
 LW5703  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW5703
 LW5703                         *CURRENT SURVEY CONTROL
 LW5703  ___________________________________________________________________
 LW5703* NAD 83(1986)-  41 36 21.     (N)    071 15 17.     (W)     SCALED    
 LW5703* NAVD 88     -        48.077  (meters)     157.73   (feet)  ADJUSTED  
 LW5703  ___________________________________________________________________
 LW5703  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW5703  DYNAMIC HT  -          48.062 (meters)     157.68  (feet)  COMP
 LW5703  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 LW5703
 LW5703  VERT ORDER  -  SECOND    CLASS II
 LW5703
 LW5703.The horizontal coordinates were scaled from a topographic map and have
 LW5703.an estimated accuracy of +/- 6 seconds.
 LW5703
 LW5703.The orthometric height was determined by differential leveling
 LW5703.and adjusted by the National Geodetic Survey in April 1995..
 LW5703
 LW5703.The geoid height was determined by GEOID03.
 LW5703
 LW5703.The dynamic height is computed by dividing the NAVD 88
 LW5703.geopotential number by the normal gravity value computed on the
 LW5703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5703.degrees latitude (g = 980.6199 gals.).
 LW5703
 LW5703.The modeled gravity was interpolated from observed gravity values.
 LW5703
 LW5703;                    North         East    Units  Estimated Accuracy
 LW5703;SPC RI       -    58,060.      120,450.      MT  (+/- 180 meters Scaled)
 LW5703
 LW5703                          SUPERSEDED SURVEY CONTROL
 LW5703
 LW5703.No superseded survey control is available for this station.
 LW5703
 LW5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG121084(NAD 83)
 LW5703_MARKER: DD = SURVEY DISK
 LW5703_SETTING: 80 = SET IN A BOULDER
 LW5703_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 LW5703_STAMPING: PO 005 1987
 LW5703_MARK LOGO: RIGS  
 LW5703_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5703+STABILITY: SURFACE MOTION
 LW5703
 LW5703  HISTORY     - Date     Condition        Report By
 LW5703  HISTORY     - 1987     MONUMENTED       RIGS
 LW5703
 LW5703                          STATION DESCRIPTION
 LW5703
 LW5703'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5703'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) NORTHWEST OF PORTSMOUTH
 LW5703'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM STATE HIGHWAY
 LW5703'24 AND 138 BRIDGE OVER FREEBORN STREET, GO NORTH FOR 0.25 KM (0.15
 LW5703'MI) ON HIGHWAY 24 AND 138 TO THE STATION ON THE RIGHT IN A GRASSY
 LW5703'AREA.  IT IS 16.75 M (55.0 FT) EAST SOUTHEAST FROM THE CENTERLINE OF
 LW5703'TWO TRAVEL LANES OF STATE HIGHWAY 24 AND 138 NORTHBOUND, 1.2 M (3.9
 LW5703'FT) EAST SOUTHEAST FROM THE CREST OF THE SLOPE, 1.1 M (3.6 FT) WEST
 LW5703'NORTHWEST FROM A FIBERGLASS WITNESS POST.  THE MARK IS SET INTO A
 LW5703'PARTIALLY EXPOSED BOULDER OF 0.9 M (3.0 FT) LARGEST DIMENSION AND 2.0
 LW5703'M (6.6 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5704 ***********************************************************************
 LW5704  DESIGNATION -  PO 006
 LW5704  PID         -  LW5704
 LW5704  STATE/COUNTY-  RI/NEWPORT
 LW5704  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW5704
 LW5704                         *CURRENT SURVEY CONTROL
 LW5704  ___________________________________________________________________
 LW5704* NAD 83(1986)-  41 36 55.     (N)    071 15 10.     (W)     SCALED    
 LW5704* NAVD 88     -        53.254  (meters)     174.72   (feet)  ADJUSTED  
 LW5704  ___________________________________________________________________
 LW5704  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW5704  DYNAMIC HT  -          53.237 (meters)     174.66  (feet)  COMP
 LW5704  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 LW5704
 LW5704  VERT ORDER  -  SECOND    CLASS II
 LW5704
 LW5704.The horizontal coordinates were scaled from a topographic map and have
 LW5704.an estimated accuracy of +/- 6 seconds.
 LW5704
 LW5704.The orthometric height was determined by differential leveling
 LW5704.and adjusted by the National Geodetic Survey in April 1995..
 LW5704
 LW5704.The geoid height was determined by GEOID03.
 LW5704
 LW5704.The dynamic height is computed by dividing the NAVD 88
 LW5704.geopotential number by the normal gravity value computed on the
 LW5704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5704.degrees latitude (g = 980.6199 gals.).
 LW5704
 LW5704.The modeled gravity was interpolated from observed gravity values.
 LW5704
 LW5704;                    North         East    Units  Estimated Accuracy
 LW5704;SPC RI       -    59,110.      120,610.      MT  (+/- 180 meters Scaled)
 LW5704
 LW5704                          SUPERSEDED SURVEY CONTROL
 LW5704
 LW5704.No superseded survey control is available for this station.
 LW5704
 LW5704_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG123095(NAD 83)
 LW5704_MARKER: DD = SURVEY DISK
 LW5704_SETTING: 66 = SET IN ROCK OUTCROP
 LW5704_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 LW5704_STAMPING: PO 006 1987
 LW5704_MARK LOGO: RIGS  
 LW5704_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5704+STABILITY: POSITION/ELEVATION WELL
 LW5704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5704+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LW5704
 LW5704  HISTORY     - Date     Condition        Report By
 LW5704  HISTORY     - 1987     MONUMENTED       RIGS
 LW5704
 LW5704                          STATION DESCRIPTION
 LW5704
 LW5704'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5704'THE STATION IS LOCATED ABOUT 1.68 KM (1.05 MI) NORTH OF PORTSMOUTH
 LW5704'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE STATE
 LW5704'HIGHWAY 24 AND 138 BRIDGE OVER BOYDS LANE, GO SOUTH FOR 1.7 KM (1.05
 LW5704'MI) ON HIGHWAY 24 AND 138 TO THE STATION ON THE RIGHT AT THE TOP OF A
 LW5704'LEDGE CUT.  IT IS 26.6 M (87.3 FT) SOUTH FROM THE A-SHAPED SUPPORTS
 LW5704'FOR A RIGHT OF WAY FENCE AT THE TOP OF A LEDGE, 7.6 M (24.9 FT) EAST
 LW5704'SOUTHEAST FROM THE RIGHT OF WAY FENCE, 3.0 M (9.8 FT) WEST NORTHWEST
 LW5704'FROM THE EDGE OF THE LEDGE CUT.  THE MARK IS SET INTO A DRILLHOLE IN
 LW5704'ROCK LEDGE, 9.0 M (29.5 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5705 ***********************************************************************
 LW5705  DESIGNATION -  PO 007
 LW5705  PID         -  LW5705
 LW5705  STATE/COUNTY-  RI/NEWPORT
 LW5705  USGS QUAD   -  TIVERTON (1975)
 LW5705
 LW5705                         *CURRENT SURVEY CONTROL
 LW5705  ___________________________________________________________________
 LW5705* NAD 83(1986)-  41 37 28.     (N)    071 14 54.     (W)     SCALED    
 LW5705* NAVD 88     -        17.740  (meters)      58.20   (feet)  ADJUSTED  
 LW5705  ___________________________________________________________________
 LW5705  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW5705  DYNAMIC HT  -          17.734 (meters)      58.18  (feet)  COMP
 LW5705  MODELED GRAV-     980,298.9   (mgal)                       NAVD 88
 LW5705
 LW5705  VERT ORDER  -  SECOND    CLASS II
 LW5705
 LW5705.The horizontal coordinates were scaled from a topographic map and have
 LW5705.an estimated accuracy of +/- 6 seconds.
 LW5705
 LW5705.The orthometric height was determined by differential leveling
 LW5705.and adjusted by the National Geodetic Survey in April 1995..
 LW5705
 LW5705.The geoid height was determined by GEOID03.
 LW5705
 LW5705.The dynamic height is computed by dividing the NAVD 88
 LW5705.geopotential number by the normal gravity value computed on the
 LW5705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5705.degrees latitude (g = 980.6199 gals.).
 LW5705
 LW5705.The modeled gravity was interpolated from observed gravity values.
 LW5705
 LW5705;                    North         East    Units  Estimated Accuracy
 LW5705;SPC RI       -    60,130.      120,970.      MT  (+/- 180 meters Scaled)
 LW5705
 LW5705                          SUPERSEDED SURVEY CONTROL
 LW5705
 LW5705.No superseded survey control is available for this station.
 LW5705
 LW5705_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG127105(NAD 83)
 LW5705_MARKER: DD = SURVEY DISK
 LW5705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5705_SP_SET: CONCRETE POST
 LW5705_STAMPING: PO 007 1987
 LW5705_MARK LOGO: RIGS  
 LW5705_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5705+STABILITY: SURFACE MOTION
 LW5705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5705+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LW5705
 LW5705  HISTORY     - Date     Condition        Report By
 LW5705  HISTORY     - 1987     MONUMENTED       RIGS
 LW5705
 LW5705                          STATION DESCRIPTION
 LW5705
 LW5705'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5705'THE STATION IS LOCATED ABOUT 2.48 KM (1.55 MI) NORTH OF PORTSMOUTH
 LW5705'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE STATE
 LW5705'HIGHWAY 24 AND 138 BRIDGE OVER BOYDS LANE, GO SOUTH FOR 0.64 KM
 LW5705'(0.40 MI) ON STATE HIGHWAY 24 AND 138 TO THE STATION ON THE RIGHT.
 LW5705'IT IS 26.1 M (85.6 FT) WEST NORTHWEST FROM A ROUND DRAINAGE GRATE IN
 LW5705'THE CENTER OF THE MEDIAN IN THE GRASS, 10.6 M (34.8 FT) NORTHWEST
 LW5705'FROM THE CENTERLINE OF TWO TRAVEL LANES OF HIGHWAY 24 AND 138
 LW5705'SOUTHBOUND, 1.9 M (6.2 FT)SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5705'THE MARK IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5706 ***********************************************************************
 LW5706  DESIGNATION -  PO 008
 LW5706  PID         -  LW5706
 LW5706  STATE/COUNTY-  RI/NEWPORT
 LW5706  USGS QUAD   -  FALL RIVER (1979)
 LW5706
 LW5706                         *CURRENT SURVEY CONTROL
 LW5706  ___________________________________________________________________
 LW5706* NAD 83(1986)-  41 37 59.     (N)    071 14 18.     (W)     SCALED    
 LW5706* NAVD 88     -         5.874  (meters)      19.27   (feet)  ADJUSTED  
 LW5706  ___________________________________________________________________
 LW5706  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW5706  DYNAMIC HT  -           5.872 (meters)      19.27  (feet)  COMP
 LW5706  MODELED GRAV-     980,298.7   (mgal)                       NAVD 88
 LW5706
 LW5706  VERT ORDER  -  SECOND    CLASS II
 LW5706
 LW5706.The horizontal coordinates were scaled from a topographic map and have
 LW5706.an estimated accuracy of +/- 6 seconds.
 LW5706
 LW5706.The orthometric height was determined by differential leveling
 LW5706.and adjusted by the National Geodetic Survey in April 1995..
 LW5706
 LW5706.The geoid height was determined by GEOID03.
 LW5706
 LW5706.The dynamic height is computed by dividing the NAVD 88
 LW5706.geopotential number by the normal gravity value computed on the
 LW5706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5706.degrees latitude (g = 980.6199 gals.).
 LW5706
 LW5706.The modeled gravity was interpolated from observed gravity values.
 LW5706
 LW5706;                    North         East    Units  Estimated Accuracy
 LW5706;SPC RI       -    61,090.      121,800.      MT  (+/- 180 meters Scaled)
 LW5706
 LW5706                          SUPERSEDED SURVEY CONTROL
 LW5706
 LW5706.No superseded survey control is available for this station.
 LW5706
 LW5706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG135114(NAD 83)
 LW5706_MARKER: DD = SURVEY DISK
 LW5706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5706_SP_SET: CONCRETE POST
 LW5706_STAMPING: PO 008 1987
 LW5706_MARK LOGO: RIGS  
 LW5706_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5706+STABILITY: SURFACE MOTION
 LW5706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5706+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LW5706
 LW5706  HISTORY     - Date     Condition        Report By
 LW5706  HISTORY     - 1987     MONUMENTED       RIGS
 LW5706  HISTORY     - 20050901 MARK NOT FOUND   USPSQD
 LW5706
 LW5706                          STATION DESCRIPTION
 LW5706
 LW5706'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5706'THE STATION IS LOCATED ABOUT 3.74 KM (2.30 MI) NORTH NORTHEAST OF
 LW5706'PORTSMOUTH CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE
 LW5706'SOUTH END OF STATE HIGHWAY 24 BRIDGE OVER THE SAKONNET RIVER, GO
 LW5706'SOUTH FOR 1.9 KM (1.20 MI) ON HIGHWAY 24 TO THE STATION ON THE RIGHT.
 LW5706'IT IS 31.5 M (103.3 FT) NORTHEAST FROM AN ALUMINUM LIGHT POLE, THE
 LW5706'FIRST OF THREE LIGHT POLES FROM A WEIGH STATION, 9.75 M (32.0 FT)
 LW5706'NORTH NORTHWEST FROM THE CENTERLINE OF TWO TRAVEL LANES OF STATE
 LW5706'HIGHWAY 24 SOUTHBOUND, 1.4 M (4.6 FT) NORTH NORTHWEST FROM THE EDGE
 LW5706'OF THE CONCRETE CURB, 0.8 M (2.6 FT) SOUTH FROM A FIBERGLASS WITNESS
 LW5706'POST, 0.6 M (2.0 FT) SOUTH SOUTHEAST FROM THE NORTHEAST CORNER FENCE
 LW5706'POST OF A FENCE AROUND THE STATE HIGHWAY GARAGE.  THE MARK IS FLUSH
 LW5706'WITH THE SURROUNDING GROUND.
 LW5706
 LW5706                          STATION RECOVERY (2005)
 LW5706
 LW5706'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW5706'NEITHER THE WITNESS POST NOR THE STATION MARK WERE FOUND.  THERE IS
 LW5706'SOME REGRADING AROUND THE STATE HIGHWAY GARAGE AND IT APPEARS THAT THE
 LW5706'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5562 ***********************************************************************
 LW5562  DESIGNATION -  PO 009
 LW5562  PID         -  LW5562
 LW5562  STATE/COUNTY-  RI/BRISTOL
 LW5562  USGS QUAD   -  TIVERTON (1975)
 LW5562
 LW5562                         *CURRENT SURVEY CONTROL
 LW5562  ___________________________________________________________________
 LW5562* NAD 83(1996)-  41 37 15.89046(N)    071 14 17.64244(W)     ADJUSTED  
 LW5562* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 LW5562  ___________________________________________________________________
 LW5562  X           -   1,535,813.343 (meters)                     COMP
 LW5562  Y           -  -4,521,309.628 (meters)                     COMP
 LW5562  Z           -   4,214,215.783 (meters)                     COMP
 LW5562  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LW5562  ELLIP HEIGHT-         -28.39  (meters)          (06/13/02) GPS OBS
 LW5562  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW5562
 LW5562  HORZ ORDER  -  THIRD
 LW5562  ELLP ORDER  -  FOURTH    CLASS II
 LW5562
 LW5562.The horizontal coordinates were established by GPS observations
 LW5562.and adjusted by the National Geodetic Survey in August 1998..
 LW5562
 LW5562.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5562
 LW5562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5562
 LW5562.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5562
 LW5562.The ellipsoidal height was determined by GPS observations
 LW5562.and is referenced to NAD 83.
 LW5562
 LW5562.The geoid height was determined by GEOID03.
 LW5562
 LW5562;                    North         East     Units Scale Factor Converg.
 LW5562;SPC RI       -    59,755.336   121,815.571   MT  0.99999960   +0 10 25.9
 LW5562;SPC RI       -   196,047.30    399,656.59   sFT  0.99999960   +0 10 25.9
 LW5562;SPC MA M     -   819,016.785   221,815.999   MT  1.00001536   +0 10 33.0
 LW5562;SPC MA M     - 2,687,057.57    727,741.32   sFT  1.00001536   +0 10 33.0
 LW5562;UTM  19      - 4,610,126.394   313,533.490   MT  1.00002789   -1 29 13.4
 LW5562
 LW5562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5562!SPC RI       -   1.00000445  x   0.99999960  =   1.00000405
 LW5562!SPC MA M     -   1.00000445  x   1.00001536  =   1.00001981
 LW5562!UTM  19      -   1.00000445  x   1.00002789  =   1.00003234
 LW5562
 LW5562                          SUPERSEDED SURVEY CONTROL
 LW5562
 LW5562  ELLIP H (08/17/98)  -28.34   (m)                       GP(       ) 4 1
 LW5562  NAD 83(1996)-  41 37 15.89024(N)    071 14 17.64217(W) AD(       ) 3
 LW5562  NAD 83(1992)-  41 37 15.88886(N)    071 14 17.64162(W) AD(       ) 3
 LW5562  NAD 83(1992)-  41 37 15.88825(N)    071 14 17.64126(W) AD(       ) 3
 LW5562  NAD 83(1986)-  41 37 15.88868(N)    071 14 17.63973(W) AD(       ) 3
 LW5562  NGVD 29 (07/30/91)    1.6    (m)            5.     (f) GPS OBS        
 LW5562
 LW5562.Superseded values are not recommended for survey control.
 LW5562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5562.See file dsdata.txt to determine how the superseded data were derived.
 LW5562
 LW5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1353310126(NAD 83)
 LW5562_MARKER: DD = SURVEY DISK
 LW5562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5562_SP_SET: CONCRETE POST
 LW5562_STAMPING: PO 009 1988
 LW5562_MARK LOGO: RIGS  
 LW5562_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5562+STABILITY: SURFACE MOTION
 LW5562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5562+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1989
 LW5562
 LW5562  HISTORY     - Date     Condition        Report By
 LW5562  HISTORY     - 1988     MONUMENTED       RIGS
 LW5562  HISTORY     - 19890712 GOOD
 LW5562
 LW5562                          STATION DESCRIPTION
 LW5562
 LW5562'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5562'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) WEST SOUTHWEST OF ISLAND
 LW5562'PARK CENTER. OWNERSHIP--TOWN OF PORTSMOUTH RIGHT OF WAY.
 LW5562'TO REACH FROM THE STATE HIGHWAY 24 BRIDGE OVER BOYDS LANE, GO
 LW5562'SOUTHEAST 1.0 KM (0.60 MI) ON BOYDS LANE AND THE STATION ON THE RIGHT
 LW5562'NEAR THE NORTHWEST CORNER OF BOYDS LANE AND PARK AVENUE.
 LW5562'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5562'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 22.4
 LW5562'M (73.5 FT) WEST SOUTHWEST FROM THE CENTER OF BOYDS LANE, 19.3 M
 LW5562'(63.3 FT) NORTH NORTHWEST FROM THE CENTER OF PARK AVENUE, 10.2 M
 LW5562'(33.5 FT) NORTH NORTHEAST FROM NE CO POLE 414 1/2, 5.8 M (19.0 FT)
 LW5562'SOUTHEAST FROM A FIBERGLASS WITNESS POST AND LEVEL WITH THE ROAD.
 LW5562
 LW5562                          STATION RECOVERY (1989)
 LW5562
 LW5562'RECOVERED 1989
 LW5562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5563 ***********************************************************************
 LW5563  DESIGNATION -  PO 010
 LW5563  PID         -  LW5563
 LW5563  STATE/COUNTY-  RI/NEWPORT
 LW5563  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW5563
 LW5563                         *CURRENT SURVEY CONTROL
 LW5563  ___________________________________________________________________
 LW5563* NAD 83(1996)-  41 33 45.77173(N)    071 15 32.83691(W)     ADJUSTED  
 LW5563* NAVD 88     -        80.5    (meters)     264.     (feet)  VERTCON   
 LW5563  ___________________________________________________________________
 LW5563  X           -   1,535,566.548 (meters)                     COMP
 LW5563  Y           -  -4,526,000.249 (meters)                     COMP
 LW5563  Z           -   4,209,420.051 (meters)                     COMP
 LW5563  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LW5563  ELLIP HEIGHT-          50.65  (meters)          (06/13/02) GPS OBS
 LW5563  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW5563
 LW5563  HORZ ORDER  -  THIRD
 LW5563  ELLP ORDER  -  FOURTH    CLASS II
 LW5563
 LW5563.The horizontal coordinates were established by GPS observations
 LW5563.and adjusted by the National Geodetic Survey in August 1998..
 LW5563
 LW5563.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5563
 LW5563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5563
 LW5563.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5563
 LW5563.The ellipsoidal height was determined by GPS observations
 LW5563.and is referenced to NAD 83.
 LW5563
 LW5563.The geoid height was determined by GEOID03.
 LW5563
 LW5563;                    North         East     Units Scale Factor Converg.
 LW5563;SPC RI       -    53,267.822   120,092.909   MT  0.99999872   +0 09 35.3
 LW5563;SPC RI       -   174,762.85    394,004.82   sFT  0.99999872   +0 09 35.3
 LW5563;UTM  19      - 4,603,691.292   311,623.557   MT  1.00003671   -1 29 57.2
 LW5563
 LW5563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5563!SPC RI       -   0.99999206  x   0.99999872  =   0.99999078
 LW5563!UTM  19      -   0.99999206  x   1.00003671  =   1.00002877
 LW5563
 LW5563                          SUPERSEDED SURVEY CONTROL
 LW5563
 LW5563  ELLIP H (08/17/98)   50.64   (m)                       GP(       ) 4 1
 LW5563  NAD 83(1996)-  41 33 45.77143(N)    071 15 32.83656(W) AD(       ) 3
 LW5563  NAD 83(1992)-  41 33 45.77012(N)    071 15 32.83613(W) AD(       ) 3
 LW5563  ELLIP H (01/17/96)   50.60   (m)                       GP(       ) 4 2
 LW5563  NAD 83(1992)-  41 33 45.76960(N)    071 15 32.83578(W) AD(       ) 3
 LW5563  NAD 83(1986)-  41 33 45.76983(N)    071 15 32.83390(W) AD(       ) 3
 LW5563  NGVD 29 (07/30/91)   80.8    (m)          265.     (f) GPS OBS        
 LW5563
 LW5563.Superseded values are not recommended for survey control.
 LW5563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5563.See file dsdata.txt to determine how the superseded data were derived.
 LW5563
 LW5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1162403691(NAD 83)
 LW5563_MARKER: DD = SURVEY DISK
 LW5563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5563_SP_SET: CONCRETE POST
 LW5563_STAMPING: PO 010 1989
 LW5563_MARK LOGO: RIGS  
 LW5563_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5563+STABILITY: SURFACE MOTION
 LW5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5563+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 LW5563
 LW5563  HISTORY     - Date     Condition        Report By
 LW5563  HISTORY     - 1989     MONUMENTED       RIGS
 LW5563  HISTORY     - 20050719 GOOD             USPSQD
 LW5563
 LW5563                          STATION DESCRIPTION
 LW5563
 LW5563'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5563'THE STATION IS LOCATED ABOUT 4.15 KM (2.60 MI) SOUTH OF PORTSMOUTH
 LW5563'CENTER. OWNERSHIP--TOWN OF PORTSMOUTH RIGHT OF WAY.
 LW5563'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 138, EAST MAIN ROAD,
 LW5563'AND UNION STREET, GO WEST 0.16 KM (0.10 MI) TO A SIDE ROAD ON THE
 LW5563'RIGHT, TURN RIGHT AND GO NORTH 0.48 KM (0.30 MI) ON MIDDLE ROAD TO THE
 LW5563'STATION ON THE RIGHT.
 LW5563'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5563'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 24.53
 LW5563'M (80.5 FT) SOUTH FROM A FIRE HYDRANT, 6.40 M (21.0 FT) EAST FROM THE
 LW5563'CENTERLINE OF MIDDLE ROAD, 3.65 M (12.0 FT) SOUTH FROM AN NET+T
 LW5563'UTILITY 574, 1.03 M (3.4 FT) WEST FROM A FIBERGLASS WITNESS POST, AND
 LW5563'0.75 M (2.5 FT) ABOVE THE LEVEL OF THE ROAD.
 LW5563
 LW5563                          STATION RECOVERY (2005)
 LW5563
 LW5563'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW5563'NEW DIRECTIONS FOR LW5563 ARE -
 LW5563'IT IS 24.53 M (80.5 FT) SOUTH FROM A FIRE HYDRANT,
 LW5563'5.49 M (18 FT) SOUTH FROM NET+T UTILITY POLE, (WHICH HAS BEEN RESET
 LW5563'AND RENUMBERED)
 LW5563'6.40 M (21.0 FT) EAST OF THE CENTERLINE OF MIDDLE ROAD
 LW5563'12.80 M (42 FT) NORTH ON BENJAMIN DRIVE.
 LW5563'THE WITNESS POST WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2204 ***********************************************************************
 LW2204  DESIGNATION -  POCASSET 2 1897
 LW2204  PID         -  LW2204
 LW2204  STATE/COUNTY-  RI/NEWPORT
 LW2204  USGS QUAD   -  FALL RIVER (1979)
 LW2204
 LW2204                         *CURRENT SURVEY CONTROL
 LW2204  ___________________________________________________________________
 LW2204* NAD 83(1996)-  41 38 55.26128(N)    071 11 56.34345(W)     ADJUSTED  
 LW2204* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 LW2204  ___________________________________________________________________
 LW2204  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 LW2204  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW2204
 LW2204  HORZ ORDER  -  THIRD
 LW2204
 LW2204.The horizontal coordinates were established by classical geodetic methods
 LW2204.and adjusted by the National Geodetic Survey in August 1998..
 LW2204
 LW2204.The orthometric height was scaled from a topographic map.
 LW2204
 LW2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2204
 LW2204.The geoid height was determined by GEOID03.
 LW2204
 LW2204;                    North         East     Units Scale Factor Converg.
 LW2204;SPC RI       -    62,831.753   125,075.944   MT  1.00000148   +0 12 00.2
 LW2204;SPC RI       -   206,140.51    410,353.33   sFT  1.00000148   +0 12 00.2
 LW2204;UTM  19      - 4,613,107.051   316,881.751   MT  1.00001266   -1 27 42.4
 LW2204
 LW2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2204!SPC RI       -   0.99999198  x   1.00000148  =   0.99999346
 LW2204!UTM  19      -   0.99999198  x   1.00001266  =   1.00000464
 LW2204
 LW2204                          SUPERSEDED SURVEY CONTROL
 LW2204
 LW2204  NAD 83(1996)-  41 38 55.26127(N)    071 11 56.34339(W) AD(       ) 3
 LW2204  NAD 83(1992)-  41 38 55.25950(N)    071 11 56.34250(W) AD(       ) 3
 LW2204  NAD 83(1992)-  41 38 55.25916(N)    071 11 56.34227(W) AD(       ) 3
 LW2204  NAD 83(1986)-  41 38 55.25968(N)    071 11 56.34075(W) AD(       ) 3
 LW2204  NAD 27      -  41 38 54.88600(N)    071 11 58.18000(W) AD(       ) 3
 LW2204
 LW2204.Superseded values are not recommended for survey control.
 LW2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2204.See file dsdata.txt to determine how the superseded data were derived.
 LW2204
 LW2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1688213107(NAD 83)
 LW2204
 LW2204  HISTORY     - Date     Condition        Report By
 LW2204  HISTORY     - 1897     MONUMENTED       CGS
 LW2204
 LW2204                          STATION DESCRIPTION
 LW2204
 LW2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (DBW)
 LW2204'STATION IS ABOUT 1/2 MILE TO THE WSW OF POCASSET.  IT WAS
 LW2204'ESTABLISHED FOR TEMPORARY USE ONLY AND WAS NOT MARKED.  IT IS
 LW2204'CONSIDERED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2201 ***********************************************************************
 LW2201  DESIGNATION -  POCASSET 3 RESET
 LW2201  PID         -  LW2201
 LW2201  STATE/COUNTY-  RI/NEWPORT
 LW2201  USGS QUAD   -  FALL RIVER (1979)
 LW2201
 LW2201                         *CURRENT SURVEY CONTROL
 LW2201  ___________________________________________________________________
 LW2201* NAD 83(1996)-  41 39 12.67498(N)    071 11 25.52013(W)     ADJUSTED  
 LW2201* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 LW2201  ___________________________________________________________________
 LW2201  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 LW2201  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW2201
 LW2201  HORZ ORDER  -  THIRD
 LW2201
 LW2201.The horizontal coordinates were established by classical geodetic methods
 LW2201.and adjusted by the National Geodetic Survey in August 1998..
 LW2201
 LW2201.The orthometric height was scaled from a topographic map.
 LW2201
 LW2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2201
 LW2201.The geoid height was determined by GEOID03.
 LW2201
 LW2201;                    North         East     Units Scale Factor Converg.
 LW2201;SPC RI       -    63,371.521   125,787.271   MT  1.00000193   +0 12 20.7
 LW2201;SPC RI       -   207,911.40    412,687.07   sFT  1.00000193   +0 12 20.7
 LW2201;UTM  19      - 4,613,625.967   317,608.440   MT  1.00000939   -1 27 22.4
 LW2201
 LW2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2201!SPC RI       -   0.99998915  x   1.00000193  =   0.99999108
 LW2201!UTM  19      -   0.99998915  x   1.00000939  =   0.99999854
 LW2201
 LW2201|---------------------------------------------------------------------|
 LW2201| PID    Reference Object                     Distance      Geod. Az  |
 LW2201|                                                           dddmmss.s |
 LW2201| CB8385 POCASSET 3 RM 1                       6.684 METERS 19443     |
 LW2201| LW2202 POCASSET 4 RESET                      9.868 METERS 25603     |
 LW2201| LW2076 SWANSEA CHRISTIAN CH BELFRY         APPROX.11.2 KM 3451147.3 |
 LW2201|---------------------------------------------------------------------|
 LW2201
 LW2201                          SUPERSEDED SURVEY CONTROL
 LW2201
 LW2201  NAD 83(1996)-  41 39 12.67494(N)    071 11 25.52003(W) AD(       ) 3
 LW2201  NAD 83(1992)-  41 39 12.67313(N)    071 11 25.51912(W) AD(       ) 3
 LW2201  NAD 83(1992)-  41 39 12.67299(N)    071 11 25.51905(W) AD(       ) 3
 LW2201  NAD 83(1986)-  41 39 12.67346(N)    071 11 25.51752(W) AD(       ) 3
 LW2201  NAD 27      -  41 39 12.30000(N)    071 11 27.35000(W) AD(       ) 3
 LW2201
 LW2201.Superseded values are not recommended for survey control.
 LW2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2201.See file dsdata.txt to determine how the superseded data were derived.
 LW2201
 LW2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1760813626(NAD 83)
 LW2201
 LW2201  HISTORY     - Date     Condition        Report By
 LW2201  HISTORY     - 1913     MONUMENTED       CGS
 LW2201  HISTORY     - 1913     SEE DESCRIPTION  CGS
 LW2201  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2201  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2201  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2201  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LW2201
 LW2201                          STATION DESCRIPTION
 LW2201
 LW2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW2201'STATION IS ON POCASSET HILL ABOUT 150 METERS TO THE NE OF
 LW2201'STATION POCASSET.  IT WAS MARKED ORIGINALLY BY A DRILL HOLE
 LW2201'WITHIN A TRIANGLE DEEPLY CUT IN THE ROCK, BUT IN 1913 A
 LW2201'STANDARD BRASS DISK WAS SET IN THE DRILLED HOLE.  FOR A
 LW2201'REFERENCE MARK ANOTHER DRILL HOLE WAS MADE 6.69 METERS (21.95
 LW2201'FEET) SSW FROM THE STATION.
 LW2201
 LW2201                          STATION RECOVERY (1934)
 LW2201
 LW2201'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2201'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  STATION IS
 LW2201'ABOUT 100 FEET SW OF GATEHOUSE.  BOTH MARKS ARE IN GOOD CONDITION.
 LW2201
 LW2201                          STATION RECOVERY (1935)
 LW2201
 LW2201'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2201'STATION AND REFERENCE MARKS RECOVERED IN EXCELLENT CONDITION
 LW2201'AND MARKED AS DESCRIBED.  THE TRIANGLE CUT IN THE ROCK SHOWS
 LW2201'AROUND THE DISK.
 LW2201'
 LW2201'THE DRILL HOLE MARKING THE REFERENCE POINT IS 1-INCH IN
 LW2201'DIAMETER AND 2 INCHES DEEP.
 LW2201'
 LW2201'BOTH STATION AND REFERENCE MARKS ARE IN THE TOP OF FLAT
 LW2201'OUTCROPS OF ROCK.
 LW2201'
 LW2201'THE STATION IS ABOUT 125 YARDS ENE OF THE GATEHOUSE OF A
 LW2201'RESERVOIR, A LITTLE MORE THAN 1/4 MILE SE OF THE HIGHWAY FROM
 LW2201'STONE BRIDGE TO FALL RIVER (STATE ROUTE 138), ABOUT 2 MILES
 LW2201'NORTHEASTWARD OF THE VILLAGE OF TIVERTON AND ABOUT 1-1/2 MILES
 LW2201'SOUTHWARD OF THE BOUNDARY BETWEEN MASSACHUSETTS AND RHODE ISLAND.
 LW2201
 LW2201                          STATION RECOVERY (1963)
 LW2201
 LW2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2201'STATION MARK AND 1 REFERENCE MARK WERE RECOVERED, BUT BECAUSE
 LW2201'IT WILL PROBABLY BE DESTROYED DURING BLASTING FOR ANCHORS FOR A
 LW2201'TELEPHONE RELAY TOWER BEING ERECTED AT THE SITE, STATION
 LW2201'POCASSET 4 WAS ESTABLISHED NEARBY.  SEE DESCRIPTION THEREOF.
 LW2201
 LW2201                          STATION RECOVERY (1965)
 LW2201
 LW2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WFD)
 LW2201'STATION MARK AND RM 1 WERE RECOVERED, THE BRONZE STEM OF THE
 LW2201'STATION DISK, WITH A PUNCH MARK IN THE CENTER REMAINING.  THE
 LW2201'MARK MAY OR MAY NOT HAVE BEEN MOVED SLIGHTLY WHEN THE NEARBY
 LW2201'ROCK WAS BLASTED FOR THE SOUTHWEST ANCHOR OF STEEL CABLES USED
 LW2201'TO GUY THE N.E.T. AND T. TELEPHONE RELAY TOWER.  A CRACK IN THE
 LW2201'BEDROCK WAS MADE AT THAT TIME SO THE STATION MARK IS NOW IN THE
 LW2201'SPLIT THAT RUNS EAST-WEST, AND ANOTHER CRACK RUNNING
 LW2201'NORTH-SOUTH IS JUST WEST OF THE MARK.  DISTANCES AND ANGLES TO
 LW2201'THE MARK FROM POCASSET 4 1963 CHECK CLOSELY TO THE OLD
 LW2201'VALUES.
 LW2201'
 LW2201'REFERENCE MARK IS A STANDARD DISK STAMPED POCASSET 4 1963 SET
 LW2201'IN A FLAT EXPOSURE OF BEDROCK, WITH THE ARROW POINTING TO
 LW2201'POCASSET 4.  THE DISK WAS SET IN THE DRILL HOLE THAT WAS THE
 LW2201'REFERENCE MARK FOR POCASSET 3, AND IS 21.93 FEET OR 6.684 METERS
 LW2201'SOUTH-SOUTHWEST OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2202 ***********************************************************************
 LW2202  DESIGNATION -  POCASSET 4 RESET
 LW2202  PID         -  LW2202
 LW2202  STATE/COUNTY-  RI/NEWPORT
 LW2202  USGS QUAD   -  FALL RIVER (1979)
 LW2202
 LW2202                         *CURRENT SURVEY CONTROL
 LW2202  ___________________________________________________________________
 LW2202* NAD 83(1996)-  41 39 12.59786(N)    071 11 25.93403(W)     ADJUSTED  
 LW2202* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 LW2202  ___________________________________________________________________
 LW2202  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 LW2202  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW2202
 LW2202  HORZ ORDER  -  THIRD
 LW2202
 LW2202.The horizontal coordinates were established by classical geodetic methods
 LW2202.and adjusted by the National Geodetic Survey in August 1998..
 LW2202.No horizontal observational check was made to the station.
 LW2202
 LW2202.The orthometric height was scaled from a topographic map.
 LW2202
 LW2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2202
 LW2202.The geoid height was determined by GEOID03.
 LW2202
 LW2202;                    North         East     Units Scale Factor Converg.
 LW2202;SPC RI       -    63,369.107   125,777.702   MT  1.00000192   +0 12 20.4
 LW2202;SPC RI       -   207,903.48    412,655.68   sFT  1.00000192   +0 12 20.4
 LW2202;SPC MA M     -   822,630.743   225,778.046   MT  1.00000984   +0 12 28.4
 LW2202;SPC MA M     - 2,698,914.36    740,740.14   sFT  1.00000984   +0 12 28.4
 LW2202;UTM  19      - 4,613,623.832   317,598.805   MT  1.00000943   -1 27 22.6
 LW2202
 LW2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2202!SPC RI       -   0.99998915  x   1.00000192  =   0.99999107
 LW2202!SPC MA M     -   0.99998915  x   1.00000984  =   0.99999899
 LW2202!UTM  19      -   0.99998915  x   1.00000943  =   0.99999858
 LW2202
 LW2202|---------------------------------------------------------------------|
 LW2202| PID    Reference Object                     Distance      Geod. Az  |
 LW2202|                                                           dddmmss.s |
 LW2202| LW2201 POCASSET 3 RESET                      9.868 METERS 07603     |
 LW2202| CB8386 POCASSET 4 RM 1                       8.873 METERS 11724     |
 LW2202| CB8385 POCASSET 3 RM 1                       8.879 METERS 11725     |
 LW2202| LW2076 SWANSEA CHRISTIAN CH BELFRY         APPROX.11.2 KM 3451449.0 |
 LW2202|---------------------------------------------------------------------|
 LW2202
 LW2202                          SUPERSEDED SURVEY CONTROL
 LW2202
 LW2202  NAD 83(1996)-  41 39 12.59782(N)    071 11 25.93393(W) AD(       ) 3
 LW2202  NAD 83(1992)-  41 39 12.59601(N)    071 11 25.93302(W) AD(       ) 3
 LW2202  NAD 83(1992)-  41 39 12.59586(N)    071 11 25.93294(W) AD(       ) 3
 LW2202  NAD 83(1986)-  41 39 12.59634(N)    071 11 25.93141(W) AD(       ) 3
 LW2202  NAD 27      -  41 39 12.22600(N)    071 11 27.76800(W) AD(       ) 3
 LW2202
 LW2202.Superseded values are not recommended for survey control.
 LW2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2202.See file dsdata.txt to determine how the superseded data were derived.
 LW2202
 LW2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1759913624(NAD 83)
 LW2202_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2202_SETTING: 66 = SET IN ROCK OUTCROP
 LW2202_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW2202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2202+STABILITY: POSITION/ELEVATION WELL
 LW2202
 LW2202  HISTORY     - Date     Condition        Report By
 LW2202  HISTORY     - 1963     MONUMENTED       CGS
 LW2202  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LW2202
 LW2202                          STATION DESCRIPTION
 LW2202
 LW2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2202'STATION IS LOCATED ON POCASSET HILL IN TIVERTON, ABOUT 2 MILES
 LW2202'NORTHEAST OF THE CENTER OF THE TOWN AND 1.5 MILES SOUTH OF THE
 LW2202'MASSACHUSETTS LINE.  IT IS ON THE OPPOSITE SIDE OF THE RESERVOIR
 LW2202'FROM POCASSET 1843 AND ABOUT 500 FEET DISTANT, THE STATIONS ARE
 LW2202'NOT INTERVISIBLE FROM THE GROUND BECAUSE OF TREES AND THE BANKS
 LW2202'OF THE RESERVOIR.
 LW2202'
 LW2202'STATION MARK IS A STANDARD DISK STAMPED POCASSET 4 1963, SET IN
 LW2202'A LARGE FLAT AREA OF EXPOSED BEDROCK THAT IS FLUSH.
 LW2202'
 LW2202'POCASSET 3 1904 IS A BRONZE PIN WITH A PUNCH MARK IN THE CENTER,
 LW2202'THAT PROJECTS FROM THE CENTER OF A CHISELED TRIANGLE IN
 LW2202'BEDROCK.  IT IS THE STEM OF THE STATION DISK, AND WILL PROBABLY
 LW2202'BE DISTURBED WHEN THE ROCK IS BLASTED FOR ANCHORS FOR THE
 LW2202'TELEPHONE RELAY TOWER UNDER CONSTRUCTION.
 LW2202'
 LW2202'RM 1 IS A STANDARD DISK STAMPED POCASSET 4 1963, SET IN A
 LW2202'DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT WAS SET IN THE SAME
 LW2202'DRILL HOLE THAT SERVED AS A REFERENCE MARK FOR POCASSET 3 1904.
 LW2202'
 LW2202'TO REACH THE STATION FROM THE MASSACHUSETTS-RHODE ISLAND STATE
 LW2202'LINE, ON ROUTE 138 BETWEEN FALL RIVER AND TIVERTON, GO SOUTH ON
 LW2202'ROUTE 138 FOR 1.5 MILES TO POCASSET AVENUE ON THE LEFT, TURN
 LW2202'LEFT AND GO EAST ON POCASSET AVE. FOR 0.3 MILE TO THE RELAY
 LW2202'TOWER AND THE STATION ON THE RIGHT.
 LW2202
 LW2202                          STATION RECOVERY (1965)
 LW2202
 LW2202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WFD)
 LW2202'STATION DISK HAD BEEN RUN OVER BY HEAVY CLEATED-TRACK EQUIPMENT
 LW2202'AND THE DISK WAS SEPARATED FROM THE STEM.  THE STEM WAS CAREFULLY
 LW2202'REMOVED, AND A NEW DISK SET IN THE SAME DRILL HOLE AND COUNTERSUNK
 LW2202'SPOT, WITH THE SAME STAMPING AS ORIGINALLY.
 LW2202'
 LW2202'RM 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  POCASSET 3
 LW2202'1904 MAY HAVE BEEN SLIGHTLY DISTURBED BY NEARBY BLASTING OPERATIONS.
 LW2202'
 LW2202'HUMPHREYS RADIO MAST IS THE GUYED TRIANGULAR SKELETON STEEL
 LW2202'MAST ABOUT 100 FEET TALL IN REAR OF P.D. HUMPHREY BUILDING
 LW2202'SUPPLIES YARD ON STATE HIGHWAY 138 IN TIVERTON, USED TO CALL
 LW2202'TRUCKS OF THAT COMPANY ON THE HIGHWAYS.  POINT TAKEN WAS THE
 LW2202'TOP OF THE SKELETON STEEL STRUCTURE WHERE IT JOINS THE BASE OF
 LW2202'A WHIP ANTENNA, (THE WHIP ANTENNA NOT BEING PERFECTLY STRAIGHT.)
 LW2202'
 LW2202'POCASSET N.E.T. AND T. RELAY MAST IS THE TELEPHONE RELAY ATOP
 LW2202'POCASSET HILL IN TIVERTON.  POINT TAKEN WAS THE BASE SUPPORT
 LW2202'ABOUT 1 FOOT DIAMETER, AS NEAR THE CENTER AS COULD BE
 LW2202'DETERMINED.  MEASUREMENT TO THE BASE WAS TAKEN TO THE NEAREST
 LW2202'FOOT THROUGH THE LOCKED WOVEN-WIRE FENCE THAT SURROUNDS THE
 LW2202'STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0214 ***********************************************************************
 LW0214  DESIGNATION -  POCASSET AZ MK
 LW0214  PID         -  LW0214
 LW0214  STATE/COUNTY-  RI/NEWPORT
 LW0214  USGS QUAD   -  FALL RIVER (1979)
 LW0214
 LW0214                         *CURRENT SURVEY CONTROL
 LW0214  ___________________________________________________________________
 LW0214* NAD 83(1986)-  41 39 11.     (N)    071 11 28.     (W)     SCALED    
 LW0214* NAVD 88     -        94.948  (meters)     311.51   (feet)  ADJUSTED  
 LW0214  ___________________________________________________________________
 LW0214  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW0214  DYNAMIC HT  -          94.917 (meters)     311.41  (feet)  COMP
 LW0214  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 LW0214
 LW0214  VERT ORDER  -  SECOND    CLASS 0
 LW0214
 LW0214.The horizontal coordinates were scaled from a topographic map and have
 LW0214.an estimated accuracy of +/- 6 seconds.
 LW0214
 LW0214.The orthometric height was determined by differential leveling
 LW0214.and adjusted by the National Geodetic Survey in June 1991..
 LW0214
 LW0214.The geoid height was determined by GEOID03.
 LW0214
 LW0214.The dynamic height is computed by dividing the NAVD 88
 LW0214.geopotential number by the normal gravity value computed on the
 LW0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0214.degrees latitude (g = 980.6199 gals.).
 LW0214
 LW0214.The modeled gravity was interpolated from observed gravity values.
 LW0214
 LW0214;                    North         East    Units  Estimated Accuracy
 LW0214;SPC RI       -    63,320.      125,730.      MT  (+/- 180 meters Scaled)
 LW0214
 LW0214                          SUPERSEDED SURVEY CONTROL
 LW0214
 LW0214  NGVD 29 (??/??/92)   95.214  (m)          312.38   (f) ADJ UNCH    2 0
 LW0214
 LW0214.Superseded values are not recommended for survey control.
 LW0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0214.See file dsdata.txt to determine how the superseded data were derived.
 LW0214
 LW0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG175135(NAD 83)
 LW0214_MARKER: DZ = AZIMUTH MARK DISK
 LW0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0214_STAMPING: POCASSET 1932 1843
 LW0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0214+STABILITY: SURFACE MOTION
 LW0214
 LW0214  HISTORY     - Date     Condition        Report By
 LW0214  HISTORY     - 1958     MONUMENTED       CGS
 LW0214  HISTORY     - 1969     GOOD             NGS
 LW0214
 LW0214                          STATION DESCRIPTION
 LW0214
 LW0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0214'1.3 MI NE FROM TIVERTON.
 LW0214'ABOUT 1.05 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE
 LW0214'OVERPASS OVER STATE HIGHWAY 24, THENCE 0.25 MILE SOUTHEAST
 LW0214'ALONG HAMBLEY STREET, 22.5 FEET SOUTHWEST OF THE WEST CORNER
 LW0214'OF A HOUSE AT NUMBER 136, 20 FEET NORTHEAST OF THE CENTER
 LW0214'LINE OF HAMBLEY STREET, 9 FEET SOUTHEAST OF THE CENTER LINE OF
 LW0214'A DRIVEWAY, 1.8 FEET SOUTHWEST OF THE WEST STEEL FENCE AROUND
 LW0214'LAWN FOR HOUSE AT NUMBER 136, 1 1/2 FEET EAST OF POWER LINE
 LW0214'POLE NO. 11, ABOUT LEVEL WITH THE STREET AND SET IN THE TOP
 LW0214'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0215 ***********************************************************************
 LW0215  DESIGNATION -  POCASSET RESET
 LW0215  PID         -  LW0215
 LW0215  STATE/COUNTY-  RI/NEWPORT
 LW0215  USGS QUAD   -  FALL RIVER (1979)
 LW0215
 LW0215                         *CURRENT SURVEY CONTROL
 LW0215  ___________________________________________________________________
 LW0215* NAD 83(1996)-  41 39 09.24328(N)    071 11 30.63862(W)     ADJUSTED  
 LW0215* NAVD 88     -        98.164  (meters)     322.06   (feet)  ADJUSTED  
 LW0215  ___________________________________________________________________
 LW0215  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 LW0215  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW0215  DYNAMIC HT  -          98.132 (meters)     321.95  (feet)  COMP
 LW0215  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 LW0215
 LW0215  HORZ ORDER  -  FIRST
 LW0215  VERT ORDER  -  SECOND    CLASS 0
 LW0215
 LW0215.The horizontal coordinates were established by classical geodetic methods
 LW0215.and adjusted by the National Geodetic Survey in August 1998..
 LW0215
 LW0215.The orthometric height was determined by differential leveling
 LW0215.and adjusted by the National Geodetic Survey in June 1991..
 LW0215
 LW0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0215
 LW0215.The geoid height was determined by GEOID03.
 LW0215
 LW0215.The dynamic height is computed by dividing the NAVD 88
 LW0215.geopotential number by the normal gravity value computed on the
 LW0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0215.degrees latitude (g = 980.6199 gals.).
 LW0215
 LW0215.The modeled gravity was interpolated from observed gravity values.
 LW0215
 LW0215;                    North         East     Units Scale Factor Converg.
 LW0215;SPC RI       -    63,265.223   125,669.215   MT  1.00000186   +0 12 17.3
 LW0215;SPC RI       -   207,562.65    412,299.75   sFT  1.00000186   +0 12 17.3
 LW0215;SPC MA M     -   822,526.854   225,669.562   MT  1.00001000   +0 12 25.2
 LW0215;SPC MA M     - 2,698,573.52    740,384.22   sFT  1.00001000   +0 12 25.2
 LW0215;UTM  19      - 4,613,523.136   317,487.350   MT  1.00000993   -1 27 25.7
 LW0215
 LW0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0215!SPC RI       -   0.99998924  x   1.00000186  =   0.99999110
 LW0215!SPC MA M     -   0.99998924  x   1.00001000  =   0.99999924
 LW0215!UTM  19      -   0.99998924  x   1.00000993  =   0.99999917
 LW0215
 LW0215:                Primary Azimuth Mark                     Grid Az
 LW0215:SPC RI       -  FALL RIVER RAD STA WASR NW MST           011 16 24.1
 LW0215:SPC MA M     -  FALL RIVER RAD STA WASR NW MST           011 16 16.2
 LW0215:UTM  19      -  FALL RIVER RAD STA WASR NW MST           012 56 07.1
 LW0215
 LW0215|---------------------------------------------------------------------|
 LW0215| PID    Reference Object                     Distance      Geod. Az  |
 LW0215|                                                           dddmmss.s |
 LW0215| LW2244 FALL RIVER RAD STA WASR NW MST      APPROX. 7.1 KM 0112841.4 |
 LW0215| LW0212 POCASSET RM                           8.175 METERS 02410     |
 LW0215| CB8585 SW CORNER SQUARE BRICK BLDG          32.004 METERS 05129     |
 LW0215| LW0211 POCASSET RM 3                        29.241 METERS 07926     |
 LW0215| LW0216 POCASSET RM 2                         9.550 METERS 13155     |
 LW0215| LW0104 PR 58 C                             APPROX.20.4 KM 2625242.0 |
 LW0215| LW2333 BRISTOL KAISER ALUM CO STACK        APPROX. 7.0 KM 2885506.3 |
 LW0215| LW2340 BRISTOL KAISER ALUM CO TANK         APPROX. 6.8 KM 2895836.2 |
 LW0215| LW2338 BRISTOL VETERANS HOME WATER TK      APPROX. 6.5 KM 3045954.8 |
 LW0215| LW0214 POCASSET AZ MK                                     3061031.2 |
 LW0215|---------------------------------------------------------------------|
 LW0215
 LW0215                          SUPERSEDED SURVEY CONTROL
 LW0215
 LW0215  NAD 83(1996)-  41 39 09.24323(N)    071 11 30.63863(W) AD(       ) 1
 LW0215  NAD 83(1992)-  41 39 09.24153(N)    071 11 30.63758(W) AD(       ) 1
 LW0215  NAD 83(1992)-  41 39 09.24100(N)    071 11 30.63716(W) AD(       ) 1
 LW0215  NAD 83(1986)-  41 39 09.24140(N)    071 11 30.63553(W) AD(       ) 1
 LW0215  NGVD 29 (??/??/92)   98.431  (m)          322.94   (f) ADJ UNCH    2 0
 LW0215
 LW0215.Superseded values are not recommended for survey control.
 LW0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0215.See file dsdata.txt to determine how the superseded data were derived.
 LW0215
 LW0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1748713523(NAD 83)
 LW0215_MARKER: DS = TRIANGULATION STATION DISK
 LW0215_SETTING: 66 = SET IN ROCK OUTCROP
 LW0215_SP_SET: BEDROCK
 LW0215_STAMPING: POCASSET 1843 1932
 LW0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0215+STABILITY: POSITION/ELEVATION WELL
 LW0215
 LW0215  HISTORY     - Date     Condition        Report By
 LW0215  HISTORY     - 1932     MONUMENTED       CGS
 LW0215  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW0215  HISTORY     - 1935     GOOD             RIGS
 LW0215  HISTORY     - 1935     GOOD             RIGS
 LW0215  HISTORY     - 1954     GOOD             CGS
 LW0215  HISTORY     - 1958     GOOD             CGS
 LW0215  HISTORY     - 1963     GOOD             CGS
 LW0215  HISTORY     - 1965     GOOD             CGS
 LW0215  HISTORY     - 1968     GOOD             CGS
 LW0215  HISTORY     - 1969     GOOD             NGS
 LW0215
 LW0215                          STATION DESCRIPTION
 LW0215
 LW0215'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW0215'STATION FOUND TO BE IN GOOD CONDITION ON THE PROMINENT HILL OF
 LW0215'THAT NAME, ABOUT 3/4 MILE FROM THE E SHORE OF MOUNT HOPE BAY, 1
 LW0215'MILE NORTHEASTWARD OF TIVERTON AND 1/4 MILE SE OF THE ROAD
 LW0215'FROM THAT PLACE TO FALL RIVER, MASSACHUSETTS.  THE STATION IS ON
 LW0215'LAND OWNED BY ABNER C. HAMBLY, 60 FEET NE OF THE SE PROPERTY
 LW0215'LINE OF SAID HAMBLY AND NE LINE OF ALBERT WALMSLEY.  IT IS 105
 LW0215'FEET W OF THE SW CORNER OF THE NORTH TIVERTON WATER WORKS
 LW0215'GATEHOUSE OF RESERVOIR.  THE STATION IS MARKED BY A STANDARD
 LW0215'DISK SET IN LEDGE OUTCROP WITH THE NAME POCASSET AND 1932
 LW0215'STAMPED ON THE FACE.
 LW0215'
 LW0215'A STANDARD REFERENCE DISK SET IN THE TOP OF A BOULDER IS 26.88
 LW0215'FEET TO THE NORTHWARD OF THE STATION.
 LW0215
 LW0215                          STATION RECOVERY (1935)
 LW0215
 LW0215'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW0215'STATION RECOVERED AND THE IRON BOLT DESCRIBED AS MARKING THE
 LW0215'STATION HAD BEEN REPLACED BY A STANDARD DISK STAMPED
 LW0215'POCASSET-1843-1932.  THE DISK IS IN A LARGE, FLAT, OUTCROP OF
 LW0215'ROCK.  THE STONE WALLS REFERRED TO ARE GONE.
 LW0215'
 LW0215'THE DISTANCE NORTHEASTWARD OF TIVERTON VILLAGE IS NEARER 2
 LW0215'MILES THAN 1 MILE.
 LW0215'
 LW0215'THE ROAD REFERRED TO IS STATE ROUTE 138.
 LW0215'
 LW0215'THE STATION IS ABOUT 1-1/2 MILES SOUTHWARD OF THE BOUNDARY
 LW0215'BETWEEN MASSACHUSETTS AND RHODE ISLAND.  IT IS ABOUT 35 YARDS
 LW0215'WSW OF THE GATEHOUSE OF A RESERVOIR.
 LW0215
 LW0215                          STATION RECOVERY (1935)
 LW0215
 LW0215'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW0215'STATION WAS RECOVERED IN GOOD CONDITION, ON THE PROMINENT HILL
 LW0215'OF THAT NAME, ABOUT 3/4 MILE FROM THE E SHORE OF MOUNT HOPE BAY,
 LW0215'1 MILE NORTHEASTWARD OF TIVERTON AND 1/4 MILE SE OF THE ROAD
 LW0215'FROM THAT PLACE TO FALL RIVER, MASSACHUSETTS.  THE STATION IS
 LW0215'ON LAND OWNED BY ABNER C. HAMBLY, 60 FEET NE OF THE SE PROPERTY
 LW0215'LINE OF SAID HAMBLY AND NE LINE OF ALBERT WALMSLEY.  IT IS 105
 LW0215'FEET W OF THE SW CORNER OF THE NORTH TIVERTON WATER WORKS
 LW0215'GATEHOUSE OF RESERVOIR.
 LW0215'
 LW0215'THE STATION IS MARKED BY A STANDARD DISK SET IN LEDGE OUTCROP
 LW0215'WITH THE NAME POCASSET AND 1932 STAMPED ON THE FACE.
 LW0215'
 LW0215'A STANDARD REFERENCE DISK SET IN THE TOP OF A BOULDER IS 26.88
 LW0215'FEET TO THE NORTHWARD OF THE STATION.
 LW0215
 LW0215                          STATION RECOVERY (1954)
 LW0215
 LW0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0215'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCE
 LW0215'TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND FOUND
 LW0215'TO BE 8.160 M. AS STATED IN THE ORIGINAL DESCRIPTION.
 LW0215'
 LW0215'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 LW0215'EXCEPTION--
 LW0215'
 LW0215'WATERWORKS GATEHOUSE HAS BEEN RAZED.  STATION IS ABOUT 150 FT.
 LW0215'SE OF THE INTERSECTION OF HAMBY AVENUE AND MASSEY ROAD.  STATION
 LW0215'MARK IS STAMPED POCASSET 1843 1932.  THE REFERENCE MARK IS NOT
 LW0215'STAMPED.
 LW0215
 LW0215                          STATION RECOVERY (1958)
 LW0215
 LW0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW0215'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 LW0215'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED, NO DIRECTION
 LW0215'COULD BE FOUND LISTED FOR REFERENCE MARK 1.  POCASSET 3 WAS
 LW0215'SEARCHED FOR AND WAS NOT FOUND, IT IS TO BE CONSIDERED LOST.  NO TO
 LW0215'REACH WAS FOUND TO THE STATION.
 LW0215'
 LW0215'THE DESCRIPTION OF THE STATION AND A NEW TO REACH FOLLOWS--
 LW0215'
 LW0215'THE STATION IS ON A HILL KNOWN LOCALLY AS POCASSET HILL, ABOUT
 LW0215'3/4 MILE FROM THE EAST SHORE OF MOUNT HOPE BAY, 1 MILE
 LW0215'NORTHEAST OF TIVERTON AND 3 MILES SOUTHWEST OF FALL RIVER.  IT
 LW0215'IS ON LAND OWNED BY MR. ABNER C. HAMBLY, 60 FEET NORTHEAST OF
 LW0215'THE SOUTHEAST PROPERTY LINE OF MR. HAMBLY AND NORTHEAST LINE OF
 LW0215'MR. ALBERT WALMSLEY AND 105 FEET WEST OF THE SOUTHWEST CORNER
 LW0215'OF THE NORTH TIVERTON WATER WORKS GATEHOUSE OF RESERVOIR.  THE
 LW0215'DISK IS A STANDARD DISK SET IN LEDGE OUTCROP AND IS STAMPED
 LW0215'POCASSET 1843 1932.
 LW0215'
 LW0215'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LW0215'STATE HIGHWAY 138 LOCATED AT THE WEST EDGE OF FALL RIVER, JUST
 LW0215'WEST OF A RAILROAD OVERPASS, GO SOUTHWEST ON STATE HIGHWAY 138
 LW0215'FOR 4.25 MILES TO A LARGE DUFFY REXALL SIGN ON THE RIGHT.
 LW0215'CONTINUE SOUTHWEST ON HIGHWAY 138 FOR 0.35 MILE TO HAMBLY ROAD.
 LW0215'TURN LEFT AND GO EAST UPHILL ON HAMBLY ROAD FOR 0.25 MILE
 LW0215'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR 0.05
 LW0215'MILE TO THE STATION AS DESCRIBED.
 LW0215'
 LW0215'REFERENCE MARK 1 IS SET FLUSH IN A DRILL HOLE IN A BOULDER
 LW0215'ABOUT 4 FEET IN DIAMETER AND IS 26.88 FEET NORTH OF THE
 LW0215'STATION.  IT IS A STANDARD REFERENCE MARK DISK AND DOES NOT
 LW0215'HAVE ANY STAMPINGS.
 LW0215'
 LW0215'REFERENCE MARK 2 IS SET FLUSH IN A DRILL HOLE IN A BOULDER 5
 LW0215'FEET WIDE, 8 FEET LONG AND 1 FOOT HIGH, SURROUNDED BY SEVERAL
 LW0215'OTHER LARGE BOULDERS.  IT IS 31.33 FEET SOUTHEAST OF THE
 LW0215'STATION.  THE DISK IS STAMPED POCASSET NO 2 1843 1932.
 LW0215'
 LW0215'THE AZIMUTH MARK IS 19 FEET NORTH OF THE CENTERLINE OF HAMBLY
 LW0215'ROAD, 8 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 2 FEET SOUTH
 LW0215'OF A FENCE CORNER AND 1 FOOT NORTHEAST OF A POWER POLE.  THE
 LW0215'MONUMENT IS FLUSH AND THE DISK IS STAMPED POCASSET 1843
 LW0215'1932.
 LW0215'
 LW0215'NO MEASUREMENT BETWEEN R.M.S BECAUSE OF TREES ON LINE.
 LW0215
 LW0215                          STATION RECOVERY (1963)
 LW0215
 LW0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW0215'STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD
 LW0215'CONDITION.  THE STATION MARK IS A STANDARD DISK SET IN A DRILL
 LW0215'HOLE IN A FLAT BEDROCK OUTCROP THAT IS ABOUT FLUSH.  IT
 LW0215'IS 105 FEET WEST OF THE SOUTHWEST CORNER OF THE BRICK GATEHOUSE
 LW0215'OF THE RESERVOIR.
 LW0215'
 LW0215'RM 1 IS A STANDARD DISK WITH NO STAMPING, SET IN A DRILL HOLE
 LW0215'IN A BOULDER THAT PROJECTS 2 FEET AND IS 26.8 FEET NORTH OF THE
 LW0215'STATION MARK.
 LW0215'
 LW0215'RM 2 IS A STANDARD DISK STAMPED POCASSET 1943 NO 2 1932, SET
 LW0215'IN A DRILL HOLE IN A LARGE TRIANGULAR FLAT-TOPPED BEDROCK
 LW0215'OUTCROP THAT PROJECTS 6 INCHES AND IS 31.5 FEET (ROUGH MEASURED
 LW0215'ACROSS INTERVENING ROCK) EAST OF THE STATION MARK.
 LW0215'
 LW0215'TO REACH THE STATION FROM THE STATE LINE (MASS.-R.I.) ON ROUTE
 LW0215'138, BETWEEN FALL RIVER AND TIVERTON, GO SOUTH ON ROUTE 138 FOR
 LW0215'1.6 MILES TO HAMBLY AVENUE ON THE LEFT, TURN LEFT AND GO EAST ON
 LW0215'HAMBLY FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 LW0215
 LW0215                          STATION RECOVERY (1965)
 LW0215
 LW0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WFD)
 LW0215'STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION, AS WAS
 LW0215'THE AZIMUTH MARK.  RM 2 MAY BE IN EXISTENCE, BUT AT
 LW0215'CONSIDERABLE DEPTH BENEATH A LAWN AND WAS NOT RECOVERED.
 LW0215'
 LW0215'STATION MARK IS A STANDARD DISK STAMPED POCASSET 1843 1932, SET
 LW0215'IN A DRILL HOLE IN BEDROCK THAT IS EXPECTED TO BE SLIGHTLY
 LW0215'BELOW THE FINISH GRADE OF THE LAWN OF A HOUSE OWNED BY FOSTER.  IT
 LW0215'IS 105 FEET WEST OF THE SOUTHWEST CORNER OF THE BRICK GATEHOUSE
 LW0215'OF A RESERVOIR, 27.7 FEET NORTH OF THE NORTHEAST CORNER OF A
 LW0215'CONCRETE STEP OR APRON (EXPECTED TO BE FLUSH WITH THE LAWN), AT
 LW0215'THE EAST ENTRANCE TO THE HOUSE, 26.3 FEET EAST OF THE NORTHWEST
 LW0215'CORNER OF THE GARAGE (PART OF THE DWELLING), 3.4 FEET
 LW0215'NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE AND 1.5 FOOT
 LW0215'EAST OF THE EAST FACE OF THE BUILDING, EXTENDED.
 LW0215'
 LW0215'RM 1 IS AN UNSTAMPED STANDARD DISK SET IN A DRILL HOLE IN A
 LW0215'LARGE BOULDER THAT PRESENTLY PROJECTS 2 FEET BUT MAY PROJECT
 LW0215'LESS WHEN THE LAWN IS GRADED.  MR. FOSTER STATED THAT THE MARK
 LW0215'SHOULD NOT BE DISTURBED IN ITS PRESENT POSITION.
 LW0215'
 LW0215'THE AZIMUTH MARK IS A STANDARD DISK STAMPED POCASSET 1843 1932
 LW0215'SET IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 19 FEET
 LW0215'NORTH OF THE CENTER OF HAMBLY ROAD 8 FEET EAST OF THE CENTER OF
 LW0215'A PAVED DRIVEWAY, 2 FEET SOUTH OF THE CORNER POST OF A FENCE
 LW0215'AROUND THE YARD OF HOUSE NUMBER 136 HAMBLY ROAD AND 1 FOOT
 LW0215'NORTHEAST OF A POWER POLE, IN THE GRASS STRIP BETWEEN PROPERTY
 LW0215'FRONTAGE AND ROAD PAVEMENT.
 LW0215
 LW0215                          STATION RECOVERY (1968)
 LW0215
 LW0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0215'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LW0215'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 2
 LW0215'WAS NOT RECOVERED AT THIS TIME.  THE DISTANCE TO REFERENCE MARK
 LW0215'1 WAS FOUND TO BE SHORTER BY 0.06 FOOT.  THIS STATION COULD NOT
 LW0215'BE BUILT OVER DUE TO A HOUSE THAT IS WITHIN 3 FEET OF THE
 LW0215'MARK.  A REFERENCE MARK 3 WAS ESTABLISHED AND OBSERVATIONS WERE
 LW0215'TAKEN TO OUTSIDE POINTS FROM REFERENCE MARK 3.  A REFERENCE
 LW0215'MARK 4 WAS SET BUT WAS NOT TIED TO THIS STATION.  THE AZIMUTH
 LW0215'MARK COULD NOT BE TAKEN FROM THE GROUND BECAUSE OF
 LW0215'OBSTRUCTION ON LINE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LW0215'
 LW0215'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF TIVERTON, 3
 LW0215'MILES SOUTHWEST OF FALL RIVER ON A HILL KNOWN LOCALLY AS
 LW0215'POCASSET HILL.  THE LAND IS OWNED BY MR. HECTOR SAUCIER.
 LW0215'
 LW0215'TO REACH THE STATION FROM THE JUNCTION OF WHERE STATE HIGHWAY
 LW0215'138 CROSSES OVER STATE HIGHWAY 24 (IN THE NORTHEAST SECTION OF
 LW0215'TIVERTON), GO NORTHEAST ON STATE HIGHWAY 138 FOR 1.0 MILE TO A
 LW0215'CROSSROAD (HAMBLEY STREET).  TURN RIGHT AND GO SOUTHEAST ON
 LW0215'HAMBLEY STREET FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 LW0215'LEFT.  CONTINUE SOUTHEAST ON HAMBLEY STREET FOR 0.05 MILE TO
 LW0215'THE STATION BY THE NORTHEAST CORNER OF MR. SAUCIERS HOUSE.
 LW0215'
 LW0215'THE STATION MARK IS A STANDARD DISK STAMPED POCASSET 1843 1932,
 LW0215'SET IN A DRILL HOLE IN LEDGE OUTCROP WHICH IS ABOUT 6 INCHES
 LW0215'BELOW THE GROUND SURFACE.  IT IS 90 FEET SOUTHEAST OF A PAVED
 LW0215'STREET, 31.5 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE
 LW0215'PATIO, 19 FEET SOUTHWEST OF A 4-INCH OAK TREE AND 3 FEET EAST
 LW0215'OF THE NORTHEAST CORNER OF HOUSE.
 LW0215'
 LW0215'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 LW0215'BOULDER WITH ABOUT 4 FEET BY 3 FEET EXPOSED.  THE DISK HAS NO
 LW0215'STAMPING.  IT IS 15.5 FEET SOUTHWEST OF A TWIN TRUNKED OAK TREE,
 LW0215'29.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE AND 3.2
 LW0215'FEET EAST OF AN UNDERGROUND GARBAGE CAN.
 LW0215'
 LW0215'REFERENCE MARK 3 IS A STANDARD DISK STAMPED POCASSET NO 3 1843
 LW0215'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LW0215'WHICH IS SET 1 INCH BELOW THE GROUND SURFACE.  IT IS 99 FEET
 LW0215'EAST OF THE NORTHEAST CORNER OF HOUSE, 41 FEET SOUTHWEST OF
 LW0215'FENCE AND 12 FEET SOUTHEAST OF A 5-INCH POPLAR TREE.
 LW0215'
 LW0215'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW0215'
 LW0215'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW0215'1 MILE NORTHEAST OF TIVERTON.
 LW0215
 LW0215                          STATION RECOVERY (1969)
 LW0215
 LW0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0215'1.4 MI NE FROM TIVERTON.
 LW0215'ABOUT 1.05 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE
 LW0215'OVERPASS OVER STATE HIGHWAY 24 AT TIVERTON, THENCE 0.3 MILE
 LW0215'SOUTHEAST ALONG HAMBLEY STREET, 90 FEET SOUTHEAST OF THE
 LW0215'CENTER LINE OF THE STREET, 31.5 FEET NORTH OF THE NORTHEAST
 LW0215'CORNER OF A CONCRETE PATIO, 19 FEET SOUTHWEST OF A 4-INCH OAK
 LW0215'TREE, 3 FEET EAST OF THE EAST CORNER OF THE HECTOR SAUCIER
 LW0215'RESIDENCE, SET IN THE TOP OF BEDROCK ABOUT 6 INCHES BELOW THE
 LW0215'SURFACE OF THE GROUND.  PERMISSION WAS NOT GRANTED TO DIG FOR
 LW0215'THIS MARK AND THEREFORE WAS NOT INCLUDED IN THE 1969 RELEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0212 ***********************************************************************
 LW0212  DESIGNATION -  POCASSET RM
 LW0212  PID         -  LW0212
 LW0212  STATE/COUNTY-  RI/NEWPORT
 LW0212  USGS QUAD   -  FALL RIVER (1979)
 LW0212
 LW0212                         *CURRENT SURVEY CONTROL
 LW0212  ___________________________________________________________________
 LW0212* NAD 83(1986)-  41 39 09.     (N)    071 11 31.     (W)     SCALED    
 LW0212* NAVD 88     -        98.789  (meters)     324.11   (feet)  ADJUSTED  
 LW0212  ___________________________________________________________________
 LW0212  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW0212  DYNAMIC HT  -          98.757 (meters)     324.01  (feet)  COMP
 LW0212  MODELED GRAV-     980,295.3   (mgal)                       NAVD 88
 LW0212
 LW0212  VERT ORDER  -  SECOND    CLASS 0
 LW0212
 LW0212.The horizontal coordinates were scaled from a topographic map and have
 LW0212.an estimated accuracy of +/- 6 seconds.
 LW0212
 LW0212.The orthometric height was determined by differential leveling
 LW0212.and adjusted by the National Geodetic Survey in June 1991..
 LW0212
 LW0212.The geoid height was determined by GEOID03.
 LW0212
 LW0212.The dynamic height is computed by dividing the NAVD 88
 LW0212.geopotential number by the normal gravity value computed on the
 LW0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0212.degrees latitude (g = 980.6199 gals.).
 LW0212
 LW0212.The modeled gravity was interpolated from observed gravity values.
 LW0212
 LW0212;                    North         East    Units  Estimated Accuracy
 LW0212;SPC RI       -    63,260.      125,660.      MT  (+/- 180 meters Scaled)
 LW0212
 LW0212                          SUPERSEDED SURVEY CONTROL
 LW0212
 LW0212  NGVD 29 (??/??/92)   99.056  (m)          324.99   (f) ADJ UNCH    2 0
 LW0212
 LW0212.Superseded values are not recommended for survey control.
 LW0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0212.See file dsdata.txt to determine how the superseded data were derived.
 LW0212
 LW0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG174135(NAD 83)
 LW0212_MARKER: DR = REFERENCE MARK DISK
 LW0212_SETTING: 80 = SET IN A BOULDER
 LW0212_SP_SET: BOULDER
 LW0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0212+STABILITY: SURFACE MOTION
 LW0212
 LW0212  HISTORY     - Date     Condition        Report By
 LW0212  HISTORY     - 1912     MONUMENTED       CGS
 LW0212  HISTORY     - 1969     GOOD             NGS
 LW0212
 LW0212                          STATION DESCRIPTION
 LW0212
 LW0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0212'1.4 MI NE FROM TIVERTON.
 LW0212'ABOUT 1.05 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE
 LW0212'OVERPASS OVER STATE HIGHWAY 24 AT TIVERTON, THENCE 0.3 MILE
 LW0212'SOUTHEAST ALONG HAMBLEY STREET, SET ON THE TOP AND IN THE
 LW0212'CENTER OF A 4-BY-3-FOOT BOULDER PROJECTING 6 INCHES ABOVE THE
 LW0212'GROUND, 56 FEET SOUTH OF AND ACROSS A GRAVELED LANE FROM THE WEST
 LW0212'CORNER OF A CHAIN LINK FENCE AROUND A RESERVOIR, 29.7 FEET
 LW0212'NORTHEAST OF THE EAST CORNER OF A TWO-STORIED HOUSE, 56 FEET
 LW0212'SOUTH OF RM 4, 83.6 FEET NORTHWEST OF RM 3, AND ABOUT 6 INCHES
 LW0212'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0216 ***********************************************************************
 LW0216  DESIGNATION -  POCASSET RM 2
 LW0216  PID         -  LW0216
 LW0216  STATE/COUNTY-  RI/NEWPORT
 LW0216  USGS QUAD   -  FALL RIVER (1979)
 LW0216
 LW0216                         *CURRENT SURVEY CONTROL
 LW0216  ___________________________________________________________________
 LW0216* NAD 83(1986)-  41 39 08.     (N)    071 11 30.     (W)     SCALED    
 LW0216* NAVD 88     -        97.854  (meters)     321.04   (feet)  ADJUSTED  
 LW0216  ___________________________________________________________________
 LW0216  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW0216  DYNAMIC HT  -          97.822 (meters)     320.94  (feet)  COMP
 LW0216  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 LW0216
 LW0216  VERT ORDER  -  SECOND    CLASS 0
 LW0216
 LW0216.The horizontal coordinates were scaled from a topographic map and have
 LW0216.an estimated accuracy of +/- 6 seconds.
 LW0216
 LW0216.The orthometric height was determined by differential leveling
 LW0216.and adjusted by the National Geodetic Survey in June 1991..
 LW0216
 LW0216.The geoid height was determined by GEOID03.
 LW0216
 LW0216.The dynamic height is computed by dividing the NAVD 88
 LW0216.geopotential number by the normal gravity value computed on the
 LW0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0216.degrees latitude (g = 980.6199 gals.).
 LW0216
 LW0216.The modeled gravity was interpolated from observed gravity values.
 LW0216
 LW0216;                    North         East    Units  Estimated Accuracy
 LW0216;SPC RI       -    63,230.      125,680.      MT  (+/- 180 meters Scaled)
 LW0216
 LW0216                          SUPERSEDED SURVEY CONTROL
 LW0216
 LW0216  NGVD 29 (??/??/92)   98.120  (m)          321.92   (f) ADJ UNCH    2 0
 LW0216
 LW0216.Superseded values are not recommended for survey control.
 LW0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0216.See file dsdata.txt to determine how the superseded data were derived.
 LW0216
 LW0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG175134(NAD 83)
 LW0216_MARKER: DR = REFERENCE MARK DISK
 LW0216_SETTING: 66 = SET IN ROCK OUTCROP
 LW0216_SP_SET: ROCK OUTCROP
 LW0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0216+STABILITY: POSITION/ELEVATION WELL
 LW0216
 LW0216  HISTORY     - Date     Condition        Report By
 LW0216  HISTORY     - 1958     MONUMENTED       CGS
 LW0216  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0216
 LW0216                          STATION DESCRIPTION
 LW0216
 LW0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0216'2.7 MI NE FROM TIVERTON.
 LW0216'2.65 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE POST
 LW0216'OFFICE AT TIVERTON, THENCE 0.35 MILES SOUTHEAST ALONG HAMBLEY
 LW0216'ROAD, AT THE JUNCTION OF HAMBLEY ROAD AND MASSEY ROAD, 108 FEET
 LW0216'EAST OF THE CENTER LINE OF MASSEY ROAD, 112 FEET SOUTH OF THE
 LW0216'EXTENDED CENTER LINE OF HAMBLEY ROAD, 96 FEET SOUTH-SOUTHEAST
 LW0216'OF POWER POLE, 159 FEET SOUTH-SOUTHEAST OF THE JUNCTION, 31.5
 LW0216'FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION POCASSET, A
 LW0216'TRIANGULATION RM DISK SET IN THE TOP OF ROCK OUTCROP, ABOUT 2
 LW0216'FEET ABOVE THE LEVEL OF MASSEY ROAD.  NOTE-- A HOUSE HAS BEEN
 LW0216'BUILT AT THE DESCRIBED AREA AND MARK IS PROBABLY BURIED OR
 LW0216'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0211 ***********************************************************************
 LW0211  DESIGNATION -  POCASSET RM 3
 LW0211  PID         -  LW0211
 LW0211  STATE/COUNTY-  RI/NEWPORT
 LW0211  USGS QUAD   -  FALL RIVER (1979)
 LW0211
 LW0211                         *CURRENT SURVEY CONTROL
 LW0211  ___________________________________________________________________
 LW0211* NAD 83(1996)-  41 39 09.41712(N)    071 11 29.39634(W)     ADJUSTED  
 LW0211* NAVD 88     -        97.866  (meters)     321.08   (feet)  ADJUSTED  
 LW0211  ___________________________________________________________________
 LW0211  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 LW0211  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW0211  DYNAMIC HT  -          97.834 (meters)     320.98  (feet)  COMP
 LW0211  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 LW0211
 LW0211  HORZ ORDER  -  FIRST
 LW0211  VERT ORDER  -  SECOND    CLASS 0
 LW0211
 LW0211.The horizontal coordinates were established by classical geodetic methods
 LW0211.and adjusted by the National Geodetic Survey in August 1998..
 LW0211
 LW0211.The orthometric height was determined by differential leveling
 LW0211.and adjusted by the National Geodetic Survey in June 1991..
 LW0211
 LW0211.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0211
 LW0211.The geoid height was determined by GEOID03.
 LW0211
 LW0211.The dynamic height is computed by dividing the NAVD 88
 LW0211.geopotential number by the normal gravity value computed on the
 LW0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0211.degrees latitude (g = 980.6199 gals.).
 LW0211
 LW0211.The modeled gravity was interpolated from observed gravity values.
 LW0211
 LW0211;                    North         East     Units Scale Factor Converg.
 LW0211;SPC RI       -    63,270.689   125,697.941   MT  1.00000187   +0 12 18.1
 LW0211;SPC RI       -   207,580.59    412,393.99   sFT  1.00000187   +0 12 18.1
 LW0211;SPC MA M     -   822,532.321   225,698.288   MT  1.00000999   +0 12 26.0
 LW0211;SPC MA M     - 2,698,591.46    740,478.47   sFT  1.00000999   +0 12 26.0
 LW0211;UTM  19      - 4,613,527.767   317,516.223   MT  1.00000981   -1 27 24.8
 LW0211
 LW0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0211!SPC RI       -   0.99998929  x   1.00000187  =   0.99999116
 LW0211!SPC MA M     -   0.99998929  x   1.00000999  =   0.99999928
 LW0211!UTM  19      -   0.99998929  x   1.00000981  =   0.99999910
 LW0211
 LW0211:                Primary Azimuth Mark                     Grid Az
 LW0211:SPC RI       -  TIVERTON TV STATION WTEV MAST            178 00 01.1
 LW0211:SPC MA M     -  TIVERTON TV STATION WTEV MAST            177 59 53.2
 LW0211:UTM  19      -  TIVERTON TV STATION WTEV MAST            179 39 44.0
 LW0211
 LW0211|---------------------------------------------------------------------|
 LW0211| PID    Reference Object                     Distance      Geod. Az  |
 LW0211|                                                           dddmmss.s |
 LW0211| LW2182 TIVERTON TV STATION WTEV MAST       APPROX. 6.2 KM 1781219.2 |
 LW0211| LW2416 PORTSMOUTH CHECKERED STANDPIPE      APPROX. 9.2 KM 2143035.3 |
 LW0211| LW2422 PORTSMOUTH MELVILLE NAVY TANK       APPROX.10.2 KM 2195120.4 |
 LW0211| LW2428 MELVILLE RAYTHEON MFG CO TANK       APPROX.11.5 KM 2205107.5 |
 LW0211| LW2206 HUMMOCK 2 RESET                     APPROX. 2.9 KM 2332601.6 |
 LW0211| LW0215 POCASSET RESET                       29.241 METERS 25926     |
 LW0211| LW0212 POCASSET RM                          25.495 METERS 27441     |
 LW0211| LW2335 BRISTOL PREMIER THREAD CO TANK      APPROX. 7.6 KM 2861551.6 |
 LW0211| LW0214 POCASSET AZ MK                                     2945216.0 |
 LW0211| LW0213 POCASSET RM 4                        32.528 METERS 30616     |
 LW0211|---------------------------------------------------------------------|
 LW0211
 LW0211                          SUPERSEDED SURVEY CONTROL
 LW0211
 LW0211  NAD 83(1996)-  41 39 09.41707(N)    071 11 29.39635(W) AD(       ) 1
 LW0211  NAD 83(1992)-  41 39 09.41537(N)    071 11 29.39530(W) AD(       ) 1
 LW0211  NAD 83(1992)-  41 39 09.41484(N)    071 11 29.39488(W) AD(       ) 1
 LW0211  NAD 83(1986)-  41 39 09.41520(N)    071 11 29.39353(W) AD(       ) 1
 LW0211  NAD 27      -  41 39 09.04068(N)    071 11 31.22979(W) AD(       ) 1
 LW0211  NGVD 29 (??/??/92)   98.133  (m)          321.96   (f) ADJ UNCH    2 0
 LW0211
 LW0211.Superseded values are not recommended for survey control.
 LW0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0211.See file dsdata.txt to determine how the superseded data were derived.
 LW0211
 LW0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1751613528(NAD 83)
 LW0211_MARKER: DR = REFERENCE MARK DISK
 LW0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0211_STAMPING: POCASSET NO 3 1843 1968
 LW0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0211+STABILITY: SURFACE MOTION
 LW0211
 LW0211  HISTORY     - Date     Condition        Report By
 LW0211  HISTORY     - 1968     MONUMENTED       CGS
 LW0211  HISTORY     - 1969     GOOD             NGS
 LW0211
 LW0211                          STATION DESCRIPTION
 LW0211
 LW0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0211'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF TIVERTON, 3
 LW0211'MILES SOUTHWEST OF FALL RIVER ON A HILL KNOWN LOCALLY AS
 LW0211'POCASSET HILL.  THE LAND IS OWNED BY MR. HECTOR SAUCIER.
 LW0211'
 LW0211'TO REACH THE STATION FROM THE JUNCTION OF WHERE STATE HIGHWAY
 LW0211'138 PASSES OVER STATE HIGHWAY 24 (IN THE NORTHEAST SECTION OF
 LW0211'TIVERTON), GO NORTHEAST ON STATE HIGHWAY 138 FOR 1.0 MILE TO A
 LW0211'CROSSROAD (HAMBLEY STREET).  TURN RIGHT AND GO SOUTHEAST ON
 LW0211'HAMBLEY STREET FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 LW0211'LEFT.  CONTINUE SOUTHEAST ON HAMBLEY STREET FOR 0.05 MILE TO
 LW0211'THE STATION IN THE NORTHEAST CORNER OF MR. SAUCIERS BACK YARD.
 LW0211'
 LW0211'STATION MARK IS A STANDARD REFERENCE DISK STAMPED POCASSET NO 3
 LW0211'1843 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LW0211'WHICH IS SET 1 INCH BELOW THE GROUND SURFACE.  IT IS 99 FEET
 LW0211'EAST OF THE NORTHEAST CORNER OF HOUSE, 41 FEET SOUTHWEST OF
 LW0211'FENCE AND 12 FEET SOUTHEAST OF A 5-INCH POPLAR TREE.  UNDERGROUND
 LW0211'IS A REFERENCE MARK DISK.
 LW0211'
 LW0211'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 LW0211'BOULDER WITH ABOUT 4 FEET BY 3 FEET EXPOSED.  THE DISK HAS NO
 LW0211'STAMPING.  IT IS 15.5 FEET SOUTHWEST OF A TWIN TRUNKED OAK TREE,
 LW0211'29.5 FEET NORTH OF NOTHEAST CORNER OF HOUSE AND 3.2 FEET EAST
 LW0211'OF AN UNDERGROUND GARBAGE CAN.
 LW0211'
 LW0211'REFERENCE MARK 4 IS A STANDARD DISK STAMPED POCASSET NO 4 1843
 LW0211'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LW0211'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET
 LW0211'SOUTHEAST OF SOUTH EDGE OF PAVED STREET, 32.5 FEET SOUTH OF A
 LW0211'TELEPHONE POLE, 12 FEET NORTHEAST OF A GRAVELED DRIVE AND 1.4
 LW0211'FEET NORTHWEST OF A FENCE CORNER.
 LW0211'
 LW0211'POCASSET 1843 1932 IS A STANDARD DISK STAMPED POCASSET 1843
 LW0211'1932, SET IN A DRILL HOLE IN LEDGE OUTCROP WHICH IS ABOUT 6
 LW0211'INCHES BELOW THE GROUND SURFACE.  IT IS 90 FEET SOUTHEAST OF A
 LW0211'PAVED STREET, 31.5 FEET NORTH OF THE NORTHEAST CORNER OF CONCRETE
 LW0211'PATIO, 19 FEET SOUTHWEST OF A 4-INCH OAK TREE AND 3 FEET EAST
 LW0211'OF THE NORTHEAST CORNER OF HOUSE.
 LW0211'
 LW0211'AZIMUTH MARK IS A STANDARD DISK STAMPED POCASSET 1843 1932,
 LW0211'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 LW0211'FLUSH WITH THE GROUND SURFACE.  IT IS 20 FEET NORTHEAST OF THE
 LW0211'CENTER OF HAMBLEY STREET, 9 FEET SOUTHEAST OF A PAVED DRIVEWAY
 LW0211'(CENTER), 1.8 FEET EAST OF A POWERLINE POLE AND 1.7 FEET SOUTH
 LW0211'OF A FENCE CORNER.
 LW0211'
 LW0211'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW0211
 LW0211                          STATION RECOVERY (1969)
 LW0211
 LW0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0211'1.4 MI NE FROM TIVERTON.
 LW0211'ABOUT 1.05 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE
 LW0211'OVERPASS OVER STATE HIGHWAY 24 AT TIVERTON, THENCE 0.3 MILE
 LW0211'SOUTHEAST ALONG HAMBLEY STREET, 41 FEET SOUTHWEST OF A CHAIN
 LW0211'LINK FENCE AROUND A RESERVOIR, 98.6 FEET EAST OF THE EAST CORNER
 LW0211'OF A TWO-STORIED HOUSE, 107 FEET SOUTHEAST OF RM 4, 83.6 FEET
 LW0211'SOUTHEAST OF RM 1, 12 FEET SOUTHEAST OF A 5 INCH POPLAR TREE,
 LW0211'2 INCHES BELOW THE LEVEL OF THE GROUND AND SET IN THE TOP OF A
 LW0211'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0213 ***********************************************************************
 LW0213  DESIGNATION -  POCASSET RM 4
 LW0213  PID         -  LW0213
 LW0213  STATE/COUNTY-  RI/NEWPORT
 LW0213  USGS QUAD   -  FALL RIVER (1979)
 LW0213
 LW0213                         *CURRENT SURVEY CONTROL
 LW0213  ___________________________________________________________________
 LW0213* NAD 83(1986)-  41 39 09.     (N)    071 11 31.     (W)     SCALED    
 LW0213* NAVD 88     -        98.663  (meters)     323.70   (feet)  ADJUSTED  
 LW0213  ___________________________________________________________________
 LW0213  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW0213  DYNAMIC HT  -          98.631 (meters)     323.59  (feet)  COMP
 LW0213  MODELED GRAV-     980,295.3   (mgal)                       NAVD 88
 LW0213
 LW0213  VERT ORDER  -  SECOND    CLASS 0
 LW0213
 LW0213.The horizontal coordinates were scaled from a topographic map and have
 LW0213.an estimated accuracy of +/- 6 seconds.
 LW0213
 LW0213.The orthometric height was determined by differential leveling
 LW0213.and adjusted by the National Geodetic Survey in June 1991..
 LW0213
 LW0213.The geoid height was determined by GEOID03.
 LW0213
 LW0213.The dynamic height is computed by dividing the NAVD 88
 LW0213.geopotential number by the normal gravity value computed on the
 LW0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0213.degrees latitude (g = 980.6199 gals.).
 LW0213
 LW0213.The modeled gravity was interpolated from observed gravity values.
 LW0213
 LW0213;                    North         East    Units  Estimated Accuracy
 LW0213;SPC RI       -    63,260.      125,660.      MT  (+/- 180 meters Scaled)
 LW0213
 LW0213                          SUPERSEDED SURVEY CONTROL
 LW0213
 LW0213  NGVD 29 (??/??/92)   98.929  (m)          324.57   (f) ADJ UNCH    2 0
 LW0213
 LW0213.Superseded values are not recommended for survey control.
 LW0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0213.See file dsdata.txt to determine how the superseded data were derived.
 LW0213
 LW0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG174135(NAD 83)
 LW0213_MARKER: DR = REFERENCE MARK DISK
 LW0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0213_STAMPING: POCASSET NO 4 1843 1968
 LW0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0213+STABILITY: SURFACE MOTION
 LW0213
 LW0213  HISTORY     - Date     Condition        Report By
 LW0213  HISTORY     - 1968     MONUMENTED       CGS
 LW0213  HISTORY     - 1969     GOOD             NGS
 LW0213
 LW0213                          STATION DESCRIPTION
 LW0213
 LW0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0213'1.4 MI NE FROM TIVERTON.
 LW0213'ABOUT 1.05 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE
 LW0213'OVERPASS OVER STATE HIGHWAY 24 AT TIVERTON, THENCE 0.3 MILE
 LW0213'SOUTHEAST ALONG HAMBLEY STREET, 85 FEET SOUTH OF THE SOUTH
 LW0213'CORNER OF ONE STORY CONCRETE BLOCK GARAGE, 11 FEET NORTHEAST
 LW0213'OF THE CENTER LINE OF A DRIVEWAY, 10 FEET SOUTHWEST OF THE
 LW0213'EXTENDED CENTER LINE OF HAMBLEY STREET, 1.3 FEET NORTHWEST OF
 LW0213'THE WEST CORNER OF A CHAIN LINK FENCE AROUND A RESERVOIR, 107
 LW0213'FEET NORTHWEST OF RM 3 DESCRIBED, 56.4 FEET NORTH OF RM 1
 LW0213'DESCRIBED, ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF
 LW0213'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3296 ***********************************************************************
 LW3296  DESIGNATION -  POINT
 LW3296  PID         -  LW3296
 LW3296  STATE/COUNTY-  RI/WASHINGTON
 LW3296  USGS QUAD   -  WATCH HILL (1984)
 LW3296
 LW3296                         *CURRENT SURVEY CONTROL
 LW3296  ___________________________________________________________________
 LW3296* NAD 83(1996)-  41 19 20.14894(N)    071 51 02.33474(W)     ADJUSTED  
 LW3296* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LW3296  ___________________________________________________________________
 LW3296  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 LW3296  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3296
 LW3296  HORZ ORDER  -  THIRD
 LW3296
 LW3296.The horizontal coordinates were established by classical geodetic methods
 LW3296.and adjusted by the National Geodetic Survey in August 1998..
 LW3296
 LW3296.The orthometric height was scaled from a topographic map.
 LW3296
 LW3296.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3296
 LW3296.The geoid height was determined by GEOID03.
 LW3296
 LW3296;                    North         East     Units Scale Factor Converg.
 LW3296;SPC RI       -    26,594.228    70,642.442   MT  1.00000435   -0 13 53.5
 LW3296;SPC RI       -    87,251.23    231,766.08   sFT  1.00000435   -0 13 53.5
 LW3296;SPC CT       -   207,091.445   380,095.843   MT  0.99998991   +0 35 46.8
 LW3296;SPC CT       -   679,432.52  1,247,031.11   sFT  0.99998991   +0 35 46.8
 LW3296;UTM  19      - 4,578,453.081   261,414.829   MT  1.00030060   -1 52 59.3
 LW3296
 LW3296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3296!SPC RI       -   1.00000454  x   1.00000435  =   1.00000889
 LW3296!SPC CT       -   1.00000454  x   0.99998991  =   0.99999445
 LW3296!UTM  19      -   1.00000454  x   1.00030060  =   1.00030514
 LW3296
 LW3296:                Primary Azimuth Mark                     Grid Az
 LW3296:SPC RI       -  FORT HILL NEW TANK                       057 43 32.9
 LW3296:SPC CT       -  FORT HILL NEW TANK                       056 53 52.6
 LW3296:UTM  19      -  FORT HILL NEW TANK                       059 22 38.7
 LW3296
 LW3296|---------------------------------------------------------------------|
 LW3296| PID    Reference Object                     Distance      Geod. Az  |
 LW3296|                                                           dddmmss.s |
 LW3296| LW3277 FORT HILL NEW TANK                  APPROX. 3.3 KM 0572939.4 |
 LW3296| CB8387 POINT RM 1                                         22757     |
 LW3296| LW3331 2                                   APPROX. 0.8 KM 2774207.7 |
 LW3296| CB8388 POINT RM 2                            5.700 METERS 32630     |
 LW3296| LW3315 F 2                                 APPROX. 0.6 KM 3320556.5 |
 LW3296|---------------------------------------------------------------------|
 LW3296
 LW3296                          SUPERSEDED SURVEY CONTROL
 LW3296
 LW3296  NAD 83(1992)-  41 19 20.14762(N)    071 51 02.33395(W) AD(       ) 3
 LW3296  NAD 83(1986)-  41 19 20.14690(N)    071 51 02.33640(W) AD(       ) 3
 LW3296  NAD 27      -  41 19 19.79100(N)    071 51 04.09100(W) AD(       ) 3
 LW3296
 LW3296.Superseded values are not recommended for survey control.
 LW3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3296.See file dsdata.txt to determine how the superseded data were derived.
 LW3296
 LW3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6141578453(NAD 83)
 LW3296_MARKER: DS = TRIANGULATION STATION DISK
 LW3296_SETTING: 80 = SET IN A BOULDER
 LW3296_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3296+STABILITY: SURFACE MOTION
 LW3296
 LW3296  HISTORY     - Date     Condition        Report By
 LW3296  HISTORY     - 1934     MONUMENTED       USE
 LW3296  HISTORY     - 1954     GOOD             CGS
 LW3296  HISTORY     - 1984     GOOD             USPSQD
 LW3296  HISTORY     - 1989     GOOD             USPSQD
 LW3296
 LW3296                          STATION DESCRIPTION
 LW3296
 LW3296'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LW3296'THE STATION IS LOCATED ON A SMALL ROCKY POINT ON THE E SHORE OF
 LW3296'THE PAWCATUCK RIVER, 3/4 MILE NORTHERLY OF WATCH HILL AND S OF
 LW3296'COLONEL WILLIES COVE.  IT IS MARKED BY A STANDARD DISC SET IN A
 LW3296'DRILL HOLE IN THE TOP OF A HUGE BOULDER AT THE END OF THE POINT
 LW3296'AND ON THE HIGH WATER LINE.
 LW3296'
 LW3296'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3296'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO. 1 AND
 LW3296'NO. 2 ARE STANDARD BRONZE DISCS SET IN A BOULDER AS DESCRIBED IN
 LW3296'NOTE 12C.
 LW3296'
 LW3296'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN DRILL
 LW3296'HOLES IN THE TOPS OF TWO BOULDERS THAT ARE COVERED AT HIGH WATER
 LW3296'AND ARE SOUTHWESTERLY AND NORTHWESTERLY OF THE STATION
 LW3296'RESPECTIVELY.  REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 LW3296'9.25 METERS.
 LW3296'
 LW3296'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3296
 LW3296                          STATION RECOVERY (1954)
 LW3296
 LW3296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3296'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3296'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 LW3296'TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 LW3296'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 LW3296'
 LW3296'STATION MARK IS STAMPED USE POINT 1934.
 LW3296'
 LW3296'REFERENCE MARK 1 IS STAMPED USE POINT NO 1 1934.
 LW3296'
 LW3296'REFERENCE MARK 2 IS STAMPED USE POINT NO 2 1934.
 LW3296
 LW3296                          STATION RECOVERY (1984)
 LW3296
 LW3296'RECOVERY NOTE BY US POWER SQUADRON 1984 (BAM)
 LW3296'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3296'DISTANCES WERE CHECKED WITH A STEEL TAPE AND FOUND TO BE CORRECT.
 LW3296'THE PUBLISHED DESCRIPTION IS CORRECT.  STATION CAN BE REACHED AT
 LW3296'END OF BREEN ROAD, WHICH IS OFF WATCH HILL RD.
 LW3296
 LW3296                          STATION RECOVERY (1989)
 LW3296
 LW3296'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0662 ***********************************************************************
 LW0662  DESIGNATION -  POINT JUDITH CRF
 LW0662  PID         -  LW0662
 LW0662  STATE/COUNTY-  RI/WASHINGTON
 LW0662  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0662
 LW0662                         *CURRENT SURVEY CONTROL
 LW0662  ___________________________________________________________________
 LW0662* NAD 83(1986)-  41 22 11.     (N)    071 29 19.     (W)     SCALED    
 LW0662* NAVD 88     -        10.51   (+/-2cm)      34.5    (feet)  VERTCON   
 LW0662  ___________________________________________________________________
 LW0662  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW0662
 LW0662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LW0662
 LW0662.The horizontal coordinates were scaled from a topographic map and have
 LW0662.an estimated accuracy of +/- 6 seconds.
 LW0662
 LW0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0662.The vertical order pertains to the NGVD 29 superseded value.
 LW0662
 LW0662.The geoid height was determined by GEOID03.
 LW0662
 LW0662;                    North         East    Units  Estimated Accuracy
 LW0662;SPC RI       -    31,810.      100,950.      MT  (+/- 180 meters Scaled)
 LW0662
 LW0662                          SUPERSEDED SURVEY CONTROL
 LW0662
 LW0662  NGVD 29 (??/??/92)   10.789  (m)           35.40   (f) ADJ UNCH    2 0
 LW0662
 LW0662.Superseded values are not recommended for survey control.
 LW0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0662.See file dsdata.txt to determine how the superseded data were derived.
 LW0662
 LW0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF918827(NAD 83)
 LW0662_MARKER: DS = TRIANGULATION STATION DISK
 LW0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0662_STAMPING: PT JUDITH CRF 1940
 LW0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0662+STABILITY: SURFACE MOTION
 LW0662
 LW0662  HISTORY     - Date     Condition        Report By
 LW0662  HISTORY     - 1940     MONUMENTED       CGS
 LW0662  HISTORY     - 1943     GOOD             NGS
 LW0662
 LW0662                          STATION DESCRIPTION
 LW0662
 LW0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0662'AT POINT JUDITH.
 LW0662'AT FORT GREENE, 0.4 MILE NORTHWEST OF THE POINT JUDITH LIGHTHOUSE,
 LW0662'AT THE TOP OF A SMALL KNOLL, 200 FEET SOUTHWEST OF THE JUNCTION
 LW0662'OF THE POINT JUDITH LIGHTHOUSE ROAD AND A ROAD LEADING SOUTH TO
 LW0662'THE TRAILER AND CABIN CAMP, 167 FEET NORTHWEST OF NET AND T
 LW0662'POLE 1315 (THE SECOND POLE NORTH OF THE CORNER ON THE WEST SIDE
 LW0662'OF THE HIGHWAY), AND 73.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 LW0662'OF THE NORTHWESTERNMOST ONE OF THE OVERNIGHT CABINS AT THE POINT
 LW0662'JUDITH AUTO CAMP.  A STANDARD TRIANGULATION-STATION DISK, SET
 LW0662'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0663 ***********************************************************************
 LW0663  DESIGNATION -  POINT JUDITH DP
 LW0663  PID         -  LW0663
 LW0663  STATE/COUNTY-  RI/WASHINGTON
 LW0663  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0663
 LW0663                         *CURRENT SURVEY CONTROL
 LW0663  ___________________________________________________________________
 LW0663* NAD 83(1986)-  41 22 00.     (N)    071 29 11.     (W)     SCALED    
 LW0663* NAVD 88     -         6.52   (+/-2cm)      21.4    (feet)  VERTCON   
 LW0663  ___________________________________________________________________
 LW0663  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW0663
 LW0663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LW0663
 LW0663.The horizontal coordinates were scaled from a topographic map and have
 LW0663.an estimated accuracy of +/- 6 seconds.
 LW0663
 LW0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0663.The vertical order pertains to the NGVD 29 superseded value.
 LW0663
 LW0663.The geoid height was determined by GEOID03.
 LW0663
 LW0663;                    North         East    Units  Estimated Accuracy
 LW0663;SPC RI       -    31,470.      101,140.      MT  (+/- 180 meters Scaled)
 LW0663
 LW0663                          SUPERSEDED SURVEY CONTROL
 LW0663
 LW0663  NGVD 29 (??/??/92)    6.794  (m)           22.29   (f) ADJ UNCH    2 0
 LW0663
 LW0663.Superseded values are not recommended for survey control.
 LW0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0663.See file dsdata.txt to determine how the superseded data were derived.
 LW0663
 LW0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF920824(NAD 83)
 LW0663_MARKER: DS = TRIANGULATION STATION DISK
 LW0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0663_STAMPING: PT JUDITH DP 1940
 LW0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0663+STABILITY: SURFACE MOTION
 LW0663
 LW0663  HISTORY     - Date     Condition        Report By
 LW0663  HISTORY     - 1940     MONUMENTED       CGS
 LW0663  HISTORY     - 1943     GOOD             NGS
 LW0663
 LW0663                          STATION DESCRIPTION
 LW0663
 LW0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0663'AT POINT JUDITH.
 LW0663'AT FORT GREENE, ABOUT 1/4 MILE NORTH-NORTHWEST OF THE POINT
 LW0663'JUDITH LIGHTHOUSE, IN AN OPEN FIELD, AT THE TOP OF A FLAT RIDGE,
 LW0663'100 YARDS WEST OF THE BEACH, 100 YARDS SOUTH OF A ROW OF HOUSES,
 LW0663'AND 100 YARDS EAST OF THE POINT JUDITH LIGHTHOUSE (PAVED) ROAD.
 LW0663'A STANDARD TRIANGULATION-STATION DISK, SET IN THE TOP OF A
 LW0663'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2915 ***********************************************************************
 LW2915  DESIGNATION -  POINT JUDITH LIGHTHOUSE
 LW2915  PID         -  LW2915
 LW2915  STATE/COUNTY-  RI/WASHINGTON
 LW2915  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2915
 LW2915                         *CURRENT SURVEY CONTROL
 LW2915  ___________________________________________________________________
 LW2915* NAD 83(1996)-  41 21 39.69285(N)    071 28 53.03586(W)     ADJUSTED  
 LW2915* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2915  ___________________________________________________________________
 LW2915  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 LW2915  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW2915
 LW2915  HORZ ORDER  -  THIRD
 LW2915
 LW2915.The horizontal coordinates were established by classical geodetic methods
 LW2915.and adjusted by the National Geodetic Survey in August 1998..
 LW2915
 LW2915.The orthometric height was scaled from a topographic map.
 LW2915
 LW2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2915
 LW2915.The geoid height was determined by GEOID03.
 LW2915
 LW2915;                    North         East     Units Scale Factor Converg.
 LW2915;SPC RI       -    30,840.000   101,556.431   MT  0.99999378   +0 00 44.3
 LW2915;SPC RI       -   101,180.90    333,189.72   sFT  0.99999378   +0 00 44.3
 LW2915;UTM  19      - 4,581,806.546   292,445.087   MT  1.00013019   -1 38 25.1
 LW2915
 LW2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2915!SPC RI       -   1.00000481  x   0.99999378  =   0.99999859
 LW2915!UTM  19      -   1.00000481  x   1.00013019  =   1.00013500
 LW2915
 LW2915:                Primary Azimuth Mark                     Grid Az
 LW2915:SPC RI       -  LONE HOUSE                               201 48 36.4
 LW2915:UTM  19      -  LONE HOUSE                               203 27 45.8
 LW2915
 LW2915|---------------------------------------------------------------------|
 LW2915| PID    Reference Object                     Distance      Geod. Az  |
 LW2915|                                                           dddmmss.s |
 LW2915| LW3139 LONE HOUSE                          APPROX.17.6 KM 2014920.7 |
 LW2915| LW3113 BLOCK IS NORTH LIGHTHOUSE           APPROX.16.8 KM 2080800.6 |
 LW2915| LW3047 GREEN HILL POINT CG FLAGTOWER       APPROX. 9.5 KM 2725937.7 |
 LW2915| LW3027 HOUSE CUPOLA BURN                   APPROX. 5.8 KM 2860105.0 |
 LW2915| LW3017 HILL TIP                            APPROX.12.3 KM 2894126.5 |
 LW2915| LW3023 WHITE CHURCH TOWER                  APPROX. 8.8 KM 3001615.8 |
 LW2915|---------------------------------------------------------------------|
 LW2915
 LW2915                          SUPERSEDED SURVEY CONTROL
 LW2915
 LW2915  NAD 83(1996)-  41 21 39.69184(N)    071 28 53.03464(W) AD(       ) 3
 LW2915  NAD 83(1992)-  41 21 39.69149(N)    071 28 53.03520(W) AD(       ) 3
 LW2915  NAD 83(1992)-  41 21 39.69016(N)    071 28 53.03484(W) AD(       ) 3
 LW2915  NAD 83(1986)-  41 21 39.68968(N)    071 28 53.03435(W) AD(       ) 3
 LW2915  NAD 27      -  41 21 39.32262(N)    071 28 54.82580(W) AD(       ) 3
 LW2915
 LW2915.Superseded values are not recommended for survey control.
 LW2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2915.See file dsdata.txt to determine how the superseded data were derived.
 LW2915
 LW2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9244581807(NAD 83)
 LW2915_MARKER: 13 = LIGHTHOUSE
 LW2915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2915+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 LW2915
 LW2915  HISTORY     - Date     Condition        Report By
 LW2915  HISTORY     - 1839     FIRST OBSERVED   CGS
 LW2915  HISTORY     - 1934     GOOD             RIGS
 LW2915  HISTORY     - 1954     GOOD             CGS
 LW2915  HISTORY     - 1974     GOOD             LOCSUR
 LW2915  HISTORY     - 1988     GOOD             USPSQD
 LW2915  HISTORY     - 19940901 GOOD             USPSQD
 LW2915  HISTORY     - 19960714 GOOD             USPSQD
 LW2915  HISTORY     - 19980107 GOOD             INDIV
 LW2915  HISTORY     - 19980108 GOOD             USPSQD
 LW2915  HISTORY     - 19991231 GOOD             USPSQD
 LW2915  HISTORY     - 20010807 GOOD             USPSQD
 LW2915  HISTORY     - 20040616 GOOD             USPSQD
 LW2915  HISTORY     - 20040630 GOOD             USPSQD
 LW2915
 LW2915                          STATION DESCRIPTION
 LW2915
 LW2915'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2915'THE KEEPER OF THE LIGHTHOUSE STATES THAT, SO FAR AS HE KNOWS THERE
 LW2915'HAS BEEN NO CHANGE IN THE LOCATION OF THE LIGHTHOUSE SINCE 1839.
 LW2915
 LW2915                          STATION RECOVERY (1954)
 LW2915
 LW2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2915'STATION RECOVERED IN GOOD CONDITION.  THIS LIGHTHOUSE IS LOCATED
 LW2915'ON POINT JUDITH.  IT IS AN OCTAGONAL TOWER, LOWER HALF WHITE AND
 LW2915'UPPER HALF BROWN, CONNECTED WITH A WHITE DWELLING.
 LW2915'
 LW2915'IT IS LIGHT NO. 582 IN THE 1954 EDITION OF COMPLETE LIST OF LIGHTS
 LW2915'AND OTHER MARINE AIDS, ATLANTIC COAST OF THE UNITED STATES AS
 LW2915'PUBLISHED BY THE U.S. COAST GUARD.
 LW2915
 LW2915                          STATION RECOVERY (1974)
 LW2915
 LW2915'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LW2915'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LW2915
 LW2915                          STATION RECOVERY (1988)
 LW2915
 LW2915'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW2915'RECOVERED IN GOOD CONDITION.
 LW2915
 LW2915                          STATION RECOVERY (1994)
 LW2915
 LW2915'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2915'RECOVERED IN GOOD CONDITION.
 LW2915
 LW2915                          STATION RECOVERY (1996)
 LW2915
 LW2915'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW2915'RECOVERED IN GOOD CONDITION.
 LW2915
 LW2915                          STATION RECOVERY (1998)
 LW2915
 LW2915'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2915'RECOVERED IN GOOD CONDITION.
 LW2915
 LW2915                          STATION RECOVERY (1998)
 LW2915
 LW2915'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2915'RECOVERED IN GOOD CONDITION.
 LW2915
 LW2915                          STATION RECOVERY (1999)
 LW2915
 LW2915'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW2915'RECOVERED IN GOOD CONDITION.
 LW2915
 LW2915                          STATION RECOVERY (2001)
 LW2915
 LW2915'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2915'RECOVERED IN GOOD CONDITION.
 LW2915
 LW2915                          STATION RECOVERY (2004)
 LW2915
 LW2915'RECOVERY NOTE BY US POWER SQUADRON 2004 (KM)
 LW2915'RECOVERED IN GOOD CONDITION.
 LW2915
 LW2915                          STATION RECOVERY (2004)
 LW2915
 LW2915'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJM)
 LW2915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2925 ***********************************************************************
 LW2925  DESIGNATION -  POINT JUDITH TANK
 LW2925  PID         -  LW2925
 LW2925  STATE/COUNTY-  RI/WASHINGTON
 LW2925  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2925
 LW2925                         *CURRENT SURVEY CONTROL
 LW2925  ___________________________________________________________________
 LW2925* NAD 83(1996)-  41 23 23.90433(N)    071 28 59.67290(W)     ADJUSTED  
 LW2925* NAVD 88     -                                                        
 LW2925  ___________________________________________________________________
 LW2925  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 LW2925  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW2925
 LW2925  HORZ ORDER  -  THIRD
 LW2925
 LW2925.The horizontal coordinates were established by classical geodetic methods
 LW2925.and adjusted by the National Geodetic Survey in August 1998..
 LW2925
 LW2925
 LW2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2925
 LW2925.The geoid height was determined by GEOID03.
 LW2925
 LW2925;                    North         East     Units Scale Factor Converg.
 LW2925;SPC RI       -    34,054.907   101,401.546   MT  0.99999377   +0 00 39.9
 LW2925;SPC RI       -   111,728.47    332,681.57   sFT  0.99999377   +0 00 39.9
 LW2925;UTM  19      - 4,585,025.022   292,383.000   MT  1.00013051   -1 38 32.8
 LW2925
 LW2925                          SUPERSEDED SURVEY CONTROL
 LW2925
 LW2925  NAD 83(1996)-  41 23 23.90339(N)    071 28 59.67178(W) AD(       ) 4
 LW2925  NAD 83(1992)-  41 23 23.90294(N)    071 28 59.67221(W) AD(       ) 4
 LW2925  NAD 83(1992)-  41 23 23.90181(N)    071 28 59.67196(W) AD(       ) 4
 LW2925  NAD 83(1986)-  41 23 23.90138(N)    071 28 59.67142(W) AD(       ) 4
 LW2925  NAD 27      -  41 23 23.53382(N)    071 29 01.46142(W) AD(       ) 3
 LW2925
 LW2925.Superseded values are not recommended for survey control.
 LW2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2925.See file dsdata.txt to determine how the superseded data were derived.
 LW2925
 LW2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9238385025(NAD 83)
 LW2925_MARKER: 53 = ELEVATED TANK
 LW2925
 LW2925  HISTORY     - Date     Condition        Report By
 LW2925  HISTORY     - 1940     FIRST OBSERVED   CGS
 LW2925  HISTORY     - 1948     GOOD             CGS
 LW2925  HISTORY     - 1968     GOOD             CGS
 LW2925  HISTORY     - 19940901 GOOD             USPSQD
 LW2925  HISTORY     - 19960714 MARK NOT FOUND   USPSQD
 LW2925  HISTORY     - 19980107 MARK NOT FOUND   INDIV
 LW2925  HISTORY     - 19980108 MARK NOT FOUND   USPSQD
 LW2925  HISTORY     - 20040902 MARK NOT FOUND   USPSQD
 LW2925
 LW2925                          STATION DESCRIPTION
 LW2925
 LW2925'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2925'STATION IS LOCATED ON THE WEST SHORE OF NARRAGANSETT BAY, AND IS
 LW2925'THE STEEL SILVER PAINTED WATER TANK ON TOP OF A STEEL FRAMEWORK
 LW2925'THAT IS ABOUT 2 MILES NORTH OF POINT JUDITH LIGHTHOUSE.
 LW2925'
 LW2925'THIS IS AN INTERSECTION STATION.
 LW2925
 LW2925                          STATION RECOVERY (1948)
 LW2925
 LW2925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FBQ)
 LW2925'RECOVERED AS DESCRIBED IN 1940.  NEW DESCRIPTION FOLLOWS--
 LW2925'
 LW2925'STATION IS 1.75 MILES N OF POINT JUDITH LIGHTHOUSE AND ABOUT 500
 LW2925'YARDS E OF POINT JUDITH ROAD, A PAVED HIGHWAY CONNECTING POINT
 LW2925'JUDITH WITH WAKEFIELD.  STATION IS THE FINIAL ON TOP OF A LARGE
 LW2925'STEEL WATER TANK AT THE TOP OF A SKELETON STEEL TOWER.  TANK IS
 LW2925'138 FEET HIGH AND MOST PROMINENT OBJECT IN THE GENERAL AREA.
 LW2925'
 LW2925'TANK IS A WATER SUPPLY FOR THE POINT JUDITH AREA AND IS
 LW2925'MAINTAINED BY THE WAKEFIELD WATER COMMISSION WHICH MAINTAINS
 LW2925'OFFICES AT NARRAGANSETT PIER WHERE KEY TO ENCLOSURE MAY BE OBTAINED.
 LW2925
 LW2925                          STATION RECOVERY (1968)
 LW2925
 LW2925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2925'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2925
 LW2925                          STATION RECOVERY (1994)
 LW2925
 LW2925'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2925'RECOVERED IN GOOD CONDITION.
 LW2925
 LW2925                          STATION RECOVERY (1996)
 LW2925
 LW2925'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW2925'MARK NOT FOUND.
 LW2925
 LW2925                          STATION RECOVERY (1998)
 LW2925
 LW2925'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2925'THIS TANK WAS RAZED IN 1995 OR 1996. A NEW POINT JUDITH TANK, A WATER
 LW2925'SPHERE CONFIGURATION, BUILT IN 1997,  IS AT THE SOUTHWEST CORNER OF SR
 LW2925'108 AND THE GALILEE ESCAPE ROUTE.
 LW2925
 LW2925                          STATION RECOVERY (1998)
 LW2925
 LW2925'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2925'MARK NOT FOUND.
 LW2925
 LW2925                          STATION RECOVERY (2004)
 LW2925
 LW2925'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJM)
 LW2925'TANK DISMANTLED AND REPLACED BY NEW WATER TANK AT SW CORNER
 LW2925'OF RTE 108 AND ESCAPE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2536 ***********************************************************************
 LW2536  DESIGNATION -  POJAC 2 1913
 LW2536  PID         -  LW2536
 LW2536  STATE/COUNTY-  RI/WASHINGTON
 LW2536  USGS QUAD   -  EAST GREENWICH (1975)
 LW2536
 LW2536                         *CURRENT SURVEY CONTROL
 LW2536  ___________________________________________________________________
 LW2536* NAD 83(1996)-  41 39 03.75164(N)    071 24 27.31472(W)     ADJUSTED  
 LW2536* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2536  ___________________________________________________________________
 LW2536  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 LW2536  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LW2536
 LW2536  HORZ ORDER  -  THIRD
 LW2536
 LW2536.The horizontal coordinates were established by classical geodetic methods
 LW2536.and adjusted by the National Geodetic Survey in August 1998..
 LW2536
 LW2536.The orthometric height was scaled from a topographic map.
 LW2536
 LW2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2536
 LW2536.The geoid height was determined by GEOID03.
 LW2536
 LW2536;                    North         East     Units Scale Factor Converg.
 LW2536;SPC RI       -    63,054.045   107,698.093   MT  0.99999448   +0 03 41.1
 LW2536;SPC RI       -   206,869.81    353,339.49   sFT  0.99999448   +0 03 41.1
 LW2536;UTM  19      - 4,613,833.277   299,516.690   MT  1.00009464   -1 36 02.1
 LW2536
 LW2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2536!SPC RI       -   1.00000473  x   0.99999448  =   0.99999921
 LW2536!UTM  19      -   1.00000473  x   1.00009464  =   1.00009937
 LW2536
 LW2536                          SUPERSEDED SURVEY CONTROL
 LW2536
 LW2536  NAD 83(1996)-  41 39 03.75122(N)    071 24 27.31457(W) AD(       ) 3
 LW2536  NAD 83(1992)-  41 39 03.75007(N)    071 24 27.31379(W) AD(       ) 3
 LW2536  NAD 83(1992)-  41 39 03.74953(N)    071 24 27.31378(W) AD(       ) 3
 LW2536  NAD 83(1986)-  41 39 03.74974(N)    071 24 27.31299(W) AD(       ) 3
 LW2536  NAD 27      -  41 39 03.37000(N)    071 24 29.13300(W) AD(       ) 3
 LW2536
 LW2536.Superseded values are not recommended for survey control.
 LW2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2536.See file dsdata.txt to determine how the superseded data were derived.
 LW2536
 LW2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9951713833(NAD 83)
 LW2536
 LW2536  HISTORY     - Date     Condition        Report By
 LW2536  HISTORY     - 1913     MONUMENTED       CGS
 LW2536  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2536  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2536  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2536
 LW2536                          STATION DESCRIPTION
 LW2536
 LW2536'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2536'ON THE POINT OF THAT NAME ON THE W SHORE OF NARRAGANSETT BAY,
 LW2536'THE S POINT OF THE MOUTH OF THE POTOWOMUT RIVER (NOW SOMETIMES
 LW2536'CALLED GREEN RIVER).  THE STATION IS MARKED BY THE PROJECTING
 LW2536'POINT OF A NAIL SURROUNDED BY A TRIANGLE IN THE TOP OF A
 LW2536'CONCRETE POST 8 INCHES SQUARE AND 22 INCHES LONG, WHICH
 LW2536'PROJECTS SLIGHTLY ABOVE THE GROUND.  THE UNDERGROUND MARK IS
 LW2536'THE SAME AS THE SURFACE MARK, EXCEPT THAT THE POST IS ONLY
 LW2536'12 INCHES LONG AND IS BURIED TO A DEPTH OF 2 FEET.  THE
 LW2536'STATION MARK BEARS THE INSCRIPTION 1913 C. AND G.S.
 LW2536
 LW2536                          STATION RECOVERY (1935)
 LW2536
 LW2536'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2536'THE STATION MARK WAS FOUND IN EXCELLENT CONDITION.
 LW2536'
 LW2536'THE STATION IS ON A LOW BLUFF 36 FEET NW OF A BARBED-WIRE
 LW2536'FENCE WHICH PARALLELS THE SHORE, AND ABOUT 1/4 MILE N OF A
 LW2536'SMALL COTTAGE NEAR THE SHORE, THE PROPERTY OF THE CRAWFORD ALLEN
 LW2536'ALLEN HOSPITAL.
 LW2536'
 LW2536'ACCESS TO THE STATION IS BY MEANS OF A PRIVATE ROAD WHICH
 LW2536'LEAVES THE PUBLIC HIGHWAY A SHORT DISTANCE E OF THE BRIDGE OVER
 LW2536'THE POTOWOMUT OR GREEN RIVER.  THE PRIVATE ROAD IS ABOUT 2 MILES
 LW2536'IN LENGTH AND PASSES S OF THE LARGE SUMMER HOME OF C.E. MANIERRE
 LW2536'AND THE SUMMER BUNGALOW OF RICHARD WELLING.
 LW2536
 LW2536                          STATION RECOVERY (1944)
 LW2536
 LW2536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RMB)
 LW2536'THIS STATION WAS NOT RECOVERED.  THE BARBED-WIRE FENCE MENTIONED
 LW2536'IN THE DESCRIPTION NO LONGER EXISTS.  THERE IS EVIDENCE THAT A
 LW2536'RECENT STORM CHANGED THE SHAPE OF THE POINT CONSIDERABLY.  BECAUSE
 LW2536'OF THE LACK OF REFERENCE POINTS, THE SEARCH COULD NOT BE CONFINED
 LW2536'TO A DEFINITE SPOT.  HOWEVER, A THOROUGH GENERAL SEARCH WAS MADE
 LW2536'FOR THE SURFACE MARK.
 LW2536'
 LW2536'THE STATION IS PROBABLY LOST.
 LW2536
 LW2536                          STATION RECOVERY (1956)
 LW2536
 LW2536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2536'THE STATION COULD NOT BE FOUND.  THE BARBED-WIRE FENCE IS
 LW2536'GONE.  STATION WAS THOROUGHLY SEARCHED FOR USING A FIX MADE ON
 LW2536'A GRAPHIC CONTROL SHEET.  THE STATION HAS EVIDENTLY BEEN
 LW2536'DESTROYED BY SHORELINE EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2626 ***********************************************************************
 LW2626  DESIGNATION -  POMHAM CLUBHOUSE
 LW2626  PID         -  LW2626
 LW2626  STATE/COUNTY-  RI/PROVIDENCE
 LW2626  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2626
 LW2626                         *CURRENT SURVEY CONTROL
 LW2626  ___________________________________________________________________
 LW2626* NAD 83(1996)-  41 46 40.53763(N)    071 21 52.81579(W)     ADJUSTED  
 LW2626* NAVD 88     -                                                        
 LW2626  ___________________________________________________________________
 LW2626  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 LW2626  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW2626
 LW2626  HORZ ORDER  -  THIRD
 LW2626
 LW2626.The horizontal coordinates were established by classical geodetic methods
 LW2626.and adjusted by the National Geodetic Survey in August 1998..
 LW2626
 LW2626
 LW2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2626
 LW2626.The geoid height was determined by GEOID03.
 LW2626
 LW2626;                    North         East     Units Scale Factor Converg.
 LW2626;SPC RI       -    77,151.514   111,250.936   MT  0.99999531   +0 05 24.6
 LW2626;SPC RI       -   253,121.26    364,995.78   sFT  0.99999531   +0 05 24.6
 LW2626;UTM  19      - 4,627,822.888   303,477.773   MT  1.00007527   -1 34 33.4
 LW2626
 LW2626                          SUPERSEDED SURVEY CONTROL
 LW2626
 LW2626  NAD 83(1996)-  41 46 40.53739(N)    071 21 52.81567(W) AD(       ) 4
 LW2626  NAD 83(1992)-  41 46 40.53608(N)    071 21 52.81488(W) AD(       ) 4
 LW2626  NAD 83(1992)-  41 46 40.53585(N)    071 21 52.81488(W) AD(       ) 4
 LW2626  NAD 83(1986)-  41 46 40.53599(N)    071 21 52.81435(W) AD(       ) 4
 LW2626  NAD 27      -  41 46 40.21400(N)    071 21 54.67400(W) AD(       ) 3
 LW2626
 LW2626.Superseded values are not recommended for survey control.
 LW2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2626.See file dsdata.txt to determine how the superseded data were derived.
 LW2626
 LW2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0347827823(NAD 83)
 LW2626
 LW2626  HISTORY     - Date     Condition        Report By
 LW2626  HISTORY     - UNK      MONUMENTED
 LW2626  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2626  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2626
 LW2626                          STATION DESCRIPTION
 LW2626
 LW2626'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2626'WHILE NO PARTICULAR POINT IS MENTIONED, IT IS PROBABLE THAT THE
 LW2626'APEX OF THE OCTAGONAL PYRAMID ROOF OVER THE OBSERVATION PLATFORM
 LW2626'AT THE NW CORNER OF THE BUILDING WAS THE POINT SIGHTED.
 LW2626
 LW2626                          STATION RECOVERY (1956)
 LW2626
 LW2626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2626'THE STATION WAS RECOVERED AS DESCRIBED.  THE PYRAMID IS STILL
 LW2626'IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH
 LW2626'THE FOLLOWING ADDITION--
 LW2626'
 LW2626'THE CLUBHOUSE IS LOCATED ON THE E BANK OF THE PROVIDENCE RIVER,
 LW2626'ON BARRINGTON PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2630 ***********************************************************************
 LW2630  DESIGNATION -  POMHAM ROCKS LIGHTHOUSE
 LW2630  PID         -  LW2630
 LW2630  STATE/COUNTY-  RI/PROVIDENCE
 LW2630  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2630
 LW2630                         *CURRENT SURVEY CONTROL
 LW2630  ___________________________________________________________________
 LW2630* NAD 83(1996)-  41 46 39.41776(N)    071 22 10.25545(W)     ADJUSTED  
 LW2630* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2630  ___________________________________________________________________
 LW2630  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 LW2630  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW2630
 LW2630  HORZ ORDER  -  THIRD
 LW2630
 LW2630.The horizontal coordinates were established by classical geodetic methods
 LW2630.and adjusted by the National Geodetic Survey in August 1998..
 LW2630
 LW2630.The orthometric height was scaled from a topographic map.
 LW2630
 LW2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2630
 LW2630.The geoid height was determined by GEOID03.
 LW2630
 LW2630;                    North         East     Units Scale Factor Converg.
 LW2630;SPC RI       -    77,116.341   110,848.241   MT  0.99999520   +0 05 13.0
 LW2630;SPC RI       -   253,005.86    363,674.60   sFT  0.99999520   +0 05 13.0
 LW2630;UTM  19      - 4,627,799.437   303,074.192   MT  1.00007723   -1 34 45.0
 LW2630
 LW2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2630!SPC RI       -   1.00000468  x   0.99999520  =   0.99999988
 LW2630!UTM  19      -   1.00000468  x   1.00007723  =   1.00008191
 LW2630
 LW2630:                Primary Azimuth Mark                     Grid Az
 LW2630:SPC RI       -  E PROVIDENCE SQUANTUM CLUB STK           002 18 44.4
 LW2630:UTM  19      -  E PROVIDENCE SQUANTUM CLUB STK           003 58 42.4
 LW2630
 LW2630|---------------------------------------------------------------------|
 LW2630| PID    Reference Object                     Distance      Geod. Az  |
 LW2630|                                                           dddmmss.s |
 LW2630| LW2653 E PROVIDENCE SQUANTUM CLUB STK      APPROX. 1.7 KM 0022357.4 |
 LW2630| LW2729 SABINE POINT LIGHTHOUSE             APPROX. 1.8 KM 1955251.3 |
 LW2630| LW2654 PROVIDENCE RIVER LIGHT 17 A         372.234 METERS 24819     |
 LW2630| LW2692 PROVIDENCE SEWAGE DISPOSAL STK      APPROX. 2.6 KM 3181240.5 |
 LW2630| LW2702 PROVIDENCE GAS CO STACK             APPROX. 3.1 KM 3193807.4 |
 LW2630| LW2701 FULLER ROCKS LIGHT                  APPROX. 2.0 KM 3350814.7 |
 LW2630|---------------------------------------------------------------------|
 LW2630
 LW2630                          SUPERSEDED SURVEY CONTROL
 LW2630
 LW2630  NAD 83(1996)-  41 46 39.41754(N)    071 22 10.25532(W) AD(       ) 3
 LW2630  NAD 83(1992)-  41 46 39.41622(N)    071 22 10.25460(W) AD(       ) 3
 LW2630  NAD 83(1992)-  41 46 39.41600(N)    071 22 10.25459(W) AD(       ) 3
 LW2630  NAD 83(1986)-  41 46 39.41576(N)    071 22 10.25326(W) AD(       ) 3
 LW2630  NAD 27      -  41 46 39.07700(N)    071 22 12.11200(W) AD(       ) 3
 LW2630
 LW2630.Superseded values are not recommended for survey control.
 LW2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2630.See file dsdata.txt to determine how the superseded data were derived.
 LW2630
 LW2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0307427799(NAD 83)
 LW2630
 LW2630  HISTORY     - Date     Condition        Report By
 LW2630  HISTORY     - UNK      MONUMENTED
 LW2630  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2630
 LW2630                          STATION DESCRIPTION
 LW2630
 LW2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2630'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LW2630'
 LW2630'THE STATION IS LOCATED ON THE E SIDE OF THE PROVIDENCE RIVER
 LW2630'CHANNEL, N OF SABINE POINT.  IT IS A WHITE OCTAGONAL TOWER ON
 LW2630'THE W SIDE OF A DWELLING ON POMHAM ROCKS.  THE 1956 LIGHT LIST,
 LW2630'PUBLICATION CG 156, LISTS THIS LIGHT AS 541.  IT HAS NOT BEEN
 LW2630'CHANGED SINCE CONSTRUCTION IN 1871.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2579 ***********************************************************************
 LW2579  DESIGNATION -  PONTIAC PRINT WORKS INC TANK
 LW2579  PID         -  LW2579
 LW2579  STATE/COUNTY-  RI/KENT
 LW2579  USGS QUAD   -  EAST GREENWICH (1975)
 LW2579
 LW2579                         *CURRENT SURVEY CONTROL
 LW2579  ___________________________________________________________________
 LW2579* NAD 83(1996)-  41 43 34.97508(N)    071 28 06.64979(W)     ADJUSTED  
 LW2579* NAVD 88     -                                                        
 LW2579  ___________________________________________________________________
 LW2579  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 LW2579  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2579
 LW2579  HORZ ORDER  -  THIRD
 LW2579
 LW2579.The horizontal coordinates were established by classical geodetic methods
 LW2579.and adjusted by the National Geodetic Survey in August 1998..
 LW2579
 LW2579
 LW2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2579
 LW2579.The geoid height was determined by GEOID03.
 LW2579
 LW2579;                    North         East     Units Scale Factor Converg.
 LW2579;SPC RI       -    71,418.135   102,619.782   MT  0.99999383   +0 01 15.4
 LW2579;SPC RI       -   234,311.00    336,678.40   sFT  0.99999383   +0 01 15.4
 LW2579;UTM  19      - 4,622,342.200   294,682.745   MT  1.00011878   -1 38 36.8
 LW2579
 LW2579                          SUPERSEDED SURVEY CONTROL
 LW2579
 LW2579  NAD 83(1996)-  41 43 34.97459(N)    071 28 06.64944(W) AD(       ) 4
 LW2579  NAD 83(1992)-  41 43 34.97365(N)    071 28 06.64896(W) AD(       ) 4
 LW2579  NAD 83(1992)-  41 43 34.97329(N)    071 28 06.64897(W) AD(       ) 4
 LW2579  NAD 83(1986)-  41 43 34.97441(N)    071 28 06.64840(W) AD(       ) 4
 LW2579  NAD 27      -  41 43 34.61099(N)    071 28 08.43601(W) AD(       ) 3
 LW2579
 LW2579.Superseded values are not recommended for survey control.
 LW2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2579.See file dsdata.txt to determine how the superseded data were derived.
 LW2579
 LW2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9468322342(NAD 83)
 LW2579_MARKER: 53 = ELEVATED TANK
 LW2579_SETTING: 0 = UNSPECIFIED SETTING
 LW2579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2579+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 LW2579
 LW2579  HISTORY     - Date     Condition        Report By
 LW2579  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2579  HISTORY     - 1986     GOOD             RIGS
 LW2579  HISTORY     - 19941001 GOOD             USPSQD
 LW2579  HISTORY     - 20050125 GOOD             USPSQD
 LW2579
 LW2579                          STATION DESCRIPTION
 LW2579
 LW2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2579'THE STATION, PONTIAC PRINT WORKS INCORPORATED WATER TANK, IS THE
 LW2579'TOP CENTER OF THE SILVER CYLINDRICAL TANK WITH RED TOP
 LW2579'AND IS SUPPORTED BY 4 STEEL LEGS.  THE TANK IS ABOUT 100 FEET IN
 LW2579'HEIGHT.
 LW2579'
 LW2579'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LW2579'2 AND 5 (2 MILES SOUTH-SOUTHWEST OF CRANSTON), GO SOUTH ON
 LW2579'STATE HIGHWAY 5 FOR 0.9 MILE TO A SIDE ROAD LEFT
 LW2579'(KNIGHT STREET).  TURN LEFT AND GO EAST ON KNIGHT STREET
 LW2579'FOR 0.25 MILE TO THE PONTIAC PRINT WORKS PLANT ON THE
 LW2579'RIGHT AND THE STATION ON THE RIGHT BEHIND PLANT.
 LW2579
 LW2579                          STATION RECOVERY (1986)
 LW2579
 LW2579'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2579'THE STATION WAS RECOVERED AT THIS DATE.
 LW2579'
 LW2579'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2579
 LW2579                          STATION RECOVERY (1994)
 LW2579
 LW2579'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2579'RECOVERED IN GOOD CONDITION.
 LW2579
 LW2579                          STATION RECOVERY (2005)
 LW2579
 LW2579'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW2579'TANK WAS REPAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2574 ***********************************************************************
 LW2574  DESIGNATION -  PONTIAC ST PAUL LUTH CH SPIRE
 LW2574  PID         -  LW2574
 LW2574  STATE/COUNTY-  RI/KENT
 LW2574  USGS QUAD   -  EAST GREENWICH (1975)
 LW2574
 LW2574                         *CURRENT SURVEY CONTROL
 LW2574  ___________________________________________________________________
 LW2574* NAD 83(1996)-  41 43 24.92109(N)    071 28 10.82074(W)     ADJUSTED  
 LW2574* NAVD 88     -                                                        
 LW2574  ___________________________________________________________________
 LW2574  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 LW2574  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW2574
 LW2574  HORZ ORDER  -  THIRD
 LW2574
 LW2574.The horizontal coordinates were established by classical geodetic methods
 LW2574.and adjusted by the National Geodetic Survey in August 1998..
 LW2574
 LW2574
 LW2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2574
 LW2574.The geoid height was determined by GEOID03.
 LW2574
 LW2574;                    North         East     Units Scale Factor Converg.
 LW2574;SPC RI       -    71,107.914   102,523.491   MT  0.99999383   +0 01 12.7
 LW2574;SPC RI       -   233,293.21    336,362.49   sFT  0.99999383   +0 01 12.7
 LW2574;UTM  19      - 4,622,034.869   294,577.471   MT  1.00011931   -1 38 39.2
 LW2574
 LW2574                          SUPERSEDED SURVEY CONTROL
 LW2574
 LW2574  NAD 83(1996)-  41 43 24.92060(N)    071 28 10.82038(W) AD(       ) 4
 LW2574  NAD 83(1992)-  41 43 24.91967(N)    071 28 10.81991(W) AD(       ) 4
 LW2574  NAD 83(1992)-  41 43 24.91930(N)    071 28 10.81991(W) AD(       ) 4
 LW2574  NAD 83(1986)-  41 43 24.91883(N)    071 28 10.81969(W) AD(       ) 4
 LW2574  NAD 27      -  41 43 24.55523(N)    071 28 12.60718(W) AD(       ) 3
 LW2574
 LW2574.Superseded values are not recommended for survey control.
 LW2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2574.See file dsdata.txt to determine how the superseded data were derived.
 LW2574
 LW2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9457722035(NAD 83)
 LW2574_MARKER: 90 = CHURCH SPIRE
 LW2574_SETTING: 0 = UNSPECIFIED SETTING
 LW2574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2574+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 LW2574
 LW2574  HISTORY     - Date     Condition        Report By
 LW2574  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2574  HISTORY     - 1986     GOOD             RIGS
 LW2574  HISTORY     - 1987     GOOD             RIGS
 LW2574  HISTORY     - 19941001 GOOD             USPSQD
 LW2574  HISTORY     - 20050125 GOOD             USPSQD
 LW2574
 LW2574                          STATION DESCRIPTION
 LW2574
 LW2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2574'THE STATION, PONTIAC SAINT PAUL LUTHERAN CHURCH SPIRE, IS THE
 LW2574'TOP CENTER OF CROSS ATOP SPIRE AND IS ABOUT 65 FEET IN HEIGHT.
 LW2574'
 LW2574'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 2 AND 5
 LW2574'(2 MILES SOUTH-SOUTHWEST OF CRANSTON), GO SOUTH ON STATE HIGHWAY
 LW2574'5 FOR 1.1 MILES TO THE STATION ON THE RIGHT.
 LW2574
 LW2574                          STATION RECOVERY (1986)
 LW2574
 LW2574'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2574'THE STATION WAS RECOVERED AT THIS DATE.
 LW2574'
 LW2574'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2574
 LW2574                          STATION RECOVERY (1987)
 LW2574
 LW2574'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2574'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2574'
 LW2574'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2574
 LW2574                          STATION RECOVERY (1994)
 LW2574
 LW2574'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2574'RECOVERED IN GOOD CONDITION.
 LW2574
 LW2574                          STATION RECOVERY (2005)
 LW2574
 LW2574'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW2574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2935 ***********************************************************************
 LW2935  DESIGNATION -  POOR FARM USE 1909
 LW2935  PID         -  LW2935
 LW2935  STATE/COUNTY-  RI/WASHINGTON
 LW2935  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2935
 LW2935                         *CURRENT SURVEY CONTROL
 LW2935  ___________________________________________________________________
 LW2935* NAD 83(1996)-  41 25 44.60953(N)    071 29 46.50442(W)     ADJUSTED  
 LW2935* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LW2935  ___________________________________________________________________
 LW2935  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 LW2935  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW2935
 LW2935  HORZ ORDER  -  THIRD
 LW2935
 LW2935.The horizontal coordinates were established by classical geodetic methods
 LW2935.and adjusted by the National Geodetic Survey in August 1998..
 LW2935
 LW2935.The orthometric height was scaled from a topographic map.
 LW2935
 LW2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2935
 LW2935.The geoid height was determined by GEOID03.
 LW2935
 LW2935;                    North         East     Units Scale Factor Converg.
 LW2935;SPC RI       -    38,395.578   100,313.348   MT  0.99999375   +0 00 08.9
 LW2935;SPC RI       -   125,969.49    329,111.38   sFT  0.99999375   +0 00 08.9
 LW2935;UTM  19      - 4,589,395.906   291,420.422   MT  1.00013543   -1 39 08.4
 LW2935
 LW2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2935!SPC RI       -   1.00000307  x   0.99999375  =   0.99999682
 LW2935!UTM  19      -   1.00000307  x   1.00013543  =   1.00013850
 LW2935
 LW2935:                Primary Azimuth Mark                     Grid Az
 LW2935:SPC RI       -  SUGARLOAF HILL 1869                      297 19 25.1
 LW2935:UTM  19      -  SUGARLOAF HILL 1869                      298 58 42.4
 LW2935
 LW2935|---------------------------------------------------------------------|
 LW2935| PID    Reference Object                     Distance      Geod. Az  |
 LW2935|                                                           dddmmss.s |
 LW2935| LW3014 SUGARLOAF HILL 1869                 APPROX. 1.4 KM 2971934.0 |
 LW2935|---------------------------------------------------------------------|
 LW2935
 LW2935                          SUPERSEDED SURVEY CONTROL
 LW2935
 LW2935  NAD 83(1996)-  41 25 44.60867(N)    071 29 46.50347(W) AD(       ) 3
 LW2935  NAD 83(1992)-  41 25 44.60810(N)    071 29 46.50370(W) AD(       ) 3
 LW2935  NAD 83(1992)-  41 25 44.60709(N)    071 29 46.50362(W) AD(       ) 3
 LW2935  NAD 83(1986)-  41 25 44.60672(N)    071 29 46.50312(W) AD(       ) 3
 LW2935  NAD 27      -  41 25 44.25000(N)    071 29 48.27800(W) AD(       ) 3
 LW2935
 LW2935.Superseded values are not recommended for survey control.
 LW2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2935.See file dsdata.txt to determine how the superseded data were derived.
 LW2935
 LW2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9142089396(NAD 83)
 LW2935
 LW2935  HISTORY     - Date     Condition        Report By
 LW2935  HISTORY     - 1909     MONUMENTED       CGS
 LW2935  HISTORY     - 1913     GOOD             CGS
 LW2935  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2935  HISTORY     - 1934     GOOD             RIGS
 LW2935  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LW2935  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW2935
 LW2935                          STATION DESCRIPTION
 LW2935
 LW2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW2935'IN A CULTIVATED FIELD AT THE HEAD OF POINT JUDITH POND, ABOUT 5/8
 LW2935'MILE S OF WAKEFIELD, NEAR THE POOR FARMHOUSE, 3 FEET W OF THE
 LW2935'FENCE EXTENDING FROM THE GARDEN TO POINT JUDITH POND, AND 1/3
 LW2935'MILE SW OF THE ROAD FROM WAKEFIELD TO NARRAGANSETT PIER.  THE
 LW2935'STATION IS ABOUT MIDWAY BETWEEN THE TWENTY-SEVENTH AND
 LW2935'TWENTY-EIGHTH FENCE POSTS, COUNTING FROM THE FENCE BACK OF THE
 LW2935'GARDEN, AND IS MARKED BY A STANDARD DISK SET IN CONCRETE AT THE
 LW2935'CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.  THE
 LW2935'REFERENCE MARK, A STANDARD DISK SET IN CONCRETE AT THE CENTER OF
 LW2935'THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND, IS 11.65 METERS
 LW2935'(38.22 FEET) NNW FROM THE STATION, 1 FOOT W OF THE WIRE FENCE, AND
 LW2935'NEAR THE TWENTY-THIRD FENCE POST, COUNTING AS BEFORE.
 LW2935
 LW2935                          STATION RECOVERY (1934)
 LW2935
 LW2935'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2935'STATION FOUND TO BE LOOSE AND EASILY REMOVABLE.  RELOCATION
 LW2935'ADVISABLE ON ACCOUNT OF OBSTRUCTIONS.
 LW2935
 LW2935                          STATION RECOVERY (1934)
 LW2935
 LW2935'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2935'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION
 LW2935'AND AS DESCRIBED IN THE PUBLISHED DESCRIPTION.
 LW2935'
 LW2935'THE WIRE FENCE MENTIONED IN THE DESCRIPTION WAS REBUILT LAST YEAR
 LW2935'ON THE SAME LINE AS THE OLD ONE.  THE POSTS WERE APPARENTLY SET
 LW2935'FURTHER APART AND THEREFORE THE NUMBERING OF THE POSTS IS NO
 LW2935'LONGER CORRECT.  THE STATION IS NOW BETWEEN THE FOURTEENTH AND
 LW2935'FIFTEENTH POSTS AND THE REFERENCE MARK IS JUST S OF THE TWELFTH
 LW2935'POST COUNTING S FROM THE CHICKEN YARD.
 LW2935'
 LW2935'THE POOR FARM OR TOWN ASYLUM IS AT THE END OF KENYON AVENUE, S OF
 LW2935'THE HOSPITAL.
 LW2935
 LW2935                          STATION RECOVERY (1948)
 LW2935
 LW2935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FBQ)
 LW2935'STATION WAS RECOVERED IN MAY 1948.  REFERENCE MARK WAS IN GOOD
 LW2935'CONDITION.  STATION MARK WAS GONE AND THE CEMENT-FILLED 4-INCH
 LW2935'TILE CONTAINING IT WAS BROKEN OFF ONE FOOT BELOW THE PLOUGHED
 LW2935'LEVEL AND TWO FEET BELOW THE SOD LEVEL.  THE CONCRETE BASE WAS
 LW2935'SOLID AND THE TILE VERTICAL, SO THE CENTER OF THE CEMENT-FILLED
 LW2935'TILE WAS ACCEPTED AS THE STATION.  NEW DESCRIPTION FOLLOWS--
 LW2935'
 LW2935'STATION IS AT THE N END OF POINT JUDITH POND, ABOUT 5/8 MILE S OF
 LW2935'WAKEFIELD, AT THE W FENCE OF THE ABANDONED POOR FARM NEAR THE
 LW2935'HOSPITAL, AND NW OF HANSENS BOAT YARD.
 LW2935'
 LW2935'TO REACH STATION WAKEFIELD, GO S ON KENYON AVENUE TO FIRST
 LW2935'DRIVEWAY BEYOND THE HOSPITAL PROPERTY, TURN RIGHT INTO ABANDONED
 LW2935'POOR FARM YARD.  STATION IS 2.5 FEET W OF THE W SIDE WIRE FENCE,
 LW2935'BEYOND THE BARN, EXTENDING S TO THE POND.  288-1/2 FEET S OF THE
 LW2935'E-W FENCE ON RANGE WITH THE BACK OF THE MAIN BUILDING, AND 274
 LW2935'FEET SW FROM N.E. CO. TRANSFORMER POLE NO. 1678 LOCATED S OF THE
 LW2935'MAIN BUILDING.  IT IS ABOUT HALFWAY BETWEEN TWO SETS OF DOUBLE
 LW2935'FENCE POSTS.
 LW2935'
 LW2935'STATION MARK IS THE CENTER OF A BROKEN CEMENT-FILLED 4-INCH TILE
 LW2935'ONE FOOT BELOW THE PLOUGHED LEVEL AND TWO FEET BELOW THE SOD LEVEL.
 LW2935'
 LW2935'THE REFERENCE MARK IS 11.65 METERS (38.22 FEET) NNW OF THE
 LW2935'STATION, 0.3 FOOT W OF THE N-S WIRE FENCE EXTENDING TO THE POND,
 LW2935'AND 250 FEET S OF THE E-W FENCE ON RANGE WITH THE BACK OF THE MAIN
 LW2935'BUILDING.  IT IS A BRONZE DISK CEMENTED IN THE TOP OF A 4-INCH
 LW2935'TILE SET IN THE GROUND AND PROJECTING 3 INCHES ABOVE GROUND.
 LW2935
 LW2935                          STATION RECOVERY (1954)
 LW2935
 LW2935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2935'LOST.  THE AREA IS NOW A PLAYGROUND.  ALL FENCES AND BUILDINGS
 LW2935'HAVE BEEN REMOVED.  THE STATION MIGHT BE RECOVERED THROUGH MORE
 LW2935'EXTENSIVE SURVEY METHODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2351 ***********************************************************************
 LW2351  DESIGNATION -  POP 1913
 LW2351  PID         -  LW2351
 LW2351  STATE/COUNTY-  RI/BRISTOL
 LW2351  USGS QUAD   -  BRISTOL (1975)
 LW2351
 LW2351                         *CURRENT SURVEY CONTROL
 LW2351  ___________________________________________________________________
 LW2351* NAD 83(1996)-  41 38 58.95512(N)    071 18 03.47470(W)     ADJUSTED  
 LW2351* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2351  ___________________________________________________________________
 LW2351  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 LW2351  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW2351
 LW2351  HORZ ORDER  -  THIRD
 LW2351
 LW2351.The horizontal coordinates were established by classical geodetic methods
 LW2351.and adjusted by the National Geodetic Survey in August 1998..
 LW2351
 LW2351.The orthometric height was scaled from a topographic map.
 LW2351
 LW2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2351
 LW2351.The geoid height was determined by GEOID03.
 LW2351
 LW2351;                    North         East     Units Scale Factor Converg.
 LW2351;SPC RI       -    62,921.078   116,580.214   MT  0.99999713   +0 07 56.2
 LW2351;SPC RI       -   206,433.57    382,480.25   sFT  0.99999713   +0 07 56.2
 LW2351;UTM  19      - 4,613,442.731   308,391.906   MT  1.00005181   -1 31 46.7
 LW2351
 LW2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2351!SPC RI       -   1.00000455  x   0.99999713  =   1.00000168
 LW2351!UTM  19      -   1.00000455  x   1.00005181  =   1.00005636
 LW2351
 LW2351:                Primary Azimuth Mark                     Grid Az
 LW2351:SPC RI       -  LAND                                     132 09 58.5
 LW2351:UTM  19      -  LAND                                     133 49 41.4
 LW2351
 LW2351|---------------------------------------------------------------------|
 LW2351| PID    Reference Object                     Distance      Geod. Az  |
 LW2351|                                                           dddmmss.s |
 LW2351| LW2347 LAND                                APPROX. 1.8 KM 1321754.7 |
 LW2351|---------------------------------------------------------------------|
 LW2351
 LW2351                          SUPERSEDED SURVEY CONTROL
 LW2351
 LW2351  NAD 83(1996)-  41 38 58.95488(N)    071 18 03.47453(W) AD(       ) 3
 LW2351  NAD 83(1992)-  41 38 58.95344(N)    071 18 03.47374(W) AD(       ) 3
 LW2351  NAD 83(1992)-  41 38 58.95303(N)    071 18 03.47369(W) AD(       ) 3
 LW2351  NAD 83(1986)-  41 38 58.95355(N)    071 18 03.47251(W) AD(       ) 3
 LW2351  NAD 27      -  41 38 58.58300(N)    071 18 05.28500(W) AD(       ) 3
 LW2351
 LW2351.Superseded values are not recommended for survey control.
 LW2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2351.See file dsdata.txt to determine how the superseded data were derived.
 LW2351
 LW2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0839213443(NAD 83)
 LW2351
 LW2351  HISTORY     - Date     Condition        Report By
 LW2351  HISTORY     - 1913     MONUMENTED       CGS
 LW2351  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2351  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2351
 LW2351                          STATION DESCRIPTION
 LW2351
 LW2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2351'STATION IS ON A LARGE ROCK ABOUT 10 OR 12 METERS OUTSIDE OF
 LW2351'HIGH-WATER MARK, ON THE W SHORE OF POPASQUASH POINT, WITHIN 100
 LW2351'METERS OF ITS SOUTHERN EXTREMITY.  THE STATION IS MARKED BY A
 LW2351'DRILL HOLE WITHIN A TRIANGLE CUT IN THE ROCK.
 LW2351
 LW2351                          STATION RECOVERY (1935)
 LW2351
 LW2351'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2351'STATION FOUND AS DESCRIBED.  THE TRIANGLE IS WORN AND RATHER
 LW2351'FAINT.  THE DRILL HOLE IS 1 INCH IN DIAMETER.
 LW2351'
 LW2351'STATION IS ABOUT 100 YARDS W OF AN ELL-SHAPED FRAME HOUSE OF
 LW2351'H.T. FREEMAN, AT THE HIGHEST POINT OF THE LARGER OF TWO ROCKS,
 LW2351'ABOUT 100 YARDS WESTERLY FROM THE SOUTHERN EXTREMITY OF
 LW2351'POPASQUASH POINT.  THE ROCK LIES BETWEEN LOW AND HIGH WATER WITH
 LW2351'ITS HIGHER END OVERHANGING THE WATER.
 LW2351
 LW2351                          STATION RECOVERY (1956)
 LW2351
 LW2351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2351'STATION RECOVERED IN GOOD CONDITION.  THE 1935 RECOVERY NOTE BY
 LW2351'THE RHODE ISLAND GEODETIC SURVEY IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2416 ***********************************************************************
 LW2416  DESIGNATION -  PORTSMOUTH CHECKERED STANDPIPE
 LW2416  PID         -  LW2416
 LW2416  STATE/COUNTY-  RI/NEWPORT
 LW2416  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2416
 LW2416                         *CURRENT SURVEY CONTROL
 LW2416  ___________________________________________________________________
 LW2416* NAD 83(1996)-  41 35 03.18865(N)    071 15 14.82075(W)     ADJUSTED  
 LW2416* NAVD 88     -                                                        
 LW2416  ___________________________________________________________________
 LW2416  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 LW2416  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW2416
 LW2416  HORZ ORDER  -  THIRD
 LW2416
 LW2416.The horizontal coordinates were established by classical geodetic methods
 LW2416.and adjusted by the National Geodetic Survey in August 1998..
 LW2416
 LW2416
 LW2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2416
 LW2416.The geoid height was determined by GEOID03.
 LW2416
 LW2416;                    North         East     Units Scale Factor Converg.
 LW2416;SPC RI       -    55,657.406   120,503.558   MT  0.99999892   +0 09 47.5
 LW2416;SPC RI       -   182,602.67    395,352.09   sFT  0.99999892   +0 09 47.5
 LW2416;UTM  19      - 4,606,068.069   312,103.248   MT  1.00003449   -1 29 47.5
 LW2416
 LW2416                          SUPERSEDED SURVEY CONTROL
 LW2416
 LW2416  NAD 83(1996)-  41 35 03.18835(N)    071 15 14.82054(W) AD(       ) 4
 LW2416  NAD 83(1992)-  41 35 03.18697(N)    071 15 14.81996(W) AD(       ) 4
 LW2416  NAD 83(1992)-  41 35 03.18656(N)    071 15 14.81952(W) AD(       ) 4
 LW2416  NAD 83(1986)-  41 35 03.18666(N)    071 15 14.81759(W) AD(       ) 4
 LW2416  NAD 27      -  41 35 02.81615(N)    071 15 16.64086(W) AD(       ) 3
 LW2416
 LW2416.Superseded values are not recommended for survey control.
 LW2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2416.See file dsdata.txt to determine how the superseded data were derived.
 LW2416
 LW2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1210306068(NAD 83)
 LW2416
 LW2416  HISTORY     - Date     Condition        Report By
 LW2416  HISTORY     - 1968     MONUMENTED       CGS
 LW2416
 LW2416                          STATION DESCRIPTION
 LW2416
 LW2416'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2416'THE STATION, PORTSMOUTH WATER DISTRICT CHECKERED STANDPIPE, IS
 LW2416'THE TOP CENTER OF THE RED AND WHITE CYLINDRICAL STANDPIPE AND IS
 LW2416'ABOUT 65 FEET IN HEIGHT.
 LW2416'
 LW2416'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF PINE TREE ROAD
 LW2416'AND CYPRESS STREET IN THE SOUTH PART OF PORTSMOUTH AND ABOUT 0.1
 LW2416'MILE WEST OF STATE HIGHWAY 138.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2422 ***********************************************************************
 LW2422  DESIGNATION -  PORTSMOUTH MELVILLE NAVY TANK
 LW2422  PID         -  LW2422
 LW2422  STATE/COUNTY-  RI/NEWPORT
 LW2422  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2422
 LW2422                         *CURRENT SURVEY CONTROL
 LW2422  ___________________________________________________________________
 LW2422* NAD 83(1996)-  41 34 54.61656(N)    071 16 12.59257(W)     ADJUSTED  
 LW2422* NAVD 88     -                                                        
 LW2422  ___________________________________________________________________
 LW2422  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 LW2422  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW2422
 LW2422  HORZ ORDER  -  THIRD
 LW2422
 LW2422.The horizontal coordinates were established by classical geodetic methods
 LW2422.and adjusted by the National Geodetic Survey in August 1998..
 LW2422
 LW2422
 LW2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2422
 LW2422.The geoid height was determined by GEOID03.
 LW2422
 LW2422;                    North         East     Units Scale Factor Converg.
 LW2422;SPC RI       -    55,389.259   119,166.083   MT  0.99999827   +0 09 09.1
 LW2422;SPC RI       -   181,722.93    390,964.06   sFT  0.99999827   +0 09 09.1
 LW2422;UTM  19      - 4,605,838.763   310,758.515   MT  1.00004073   -1 30 25.7
 LW2422
 LW2422                          SUPERSEDED SURVEY CONTROL
 LW2422
 LW2422  NAD 83(1996)-  41 34 54.61627(N)    071 16 12.59228(W) AD(       ) 4
 LW2422  NAD 83(1992)-  41 34 54.61492(N)    071 16 12.59177(W) AD(       ) 4
 LW2422  NAD 83(1992)-  41 34 54.61442(N)    071 16 12.59140(W) AD(       ) 4
 LW2422  NAD 83(1986)-  41 34 54.61472(N)    071 16 12.58957(W) AD(       ) 4
 LW2422  NAD 27      -  41 34 54.24346(N)    071 16 14.40987(W) AD(       ) 3
 LW2422
 LW2422.Superseded values are not recommended for survey control.
 LW2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2422.See file dsdata.txt to determine how the superseded data were derived.
 LW2422
 LW2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1075905839(NAD 83)
 LW2422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2422+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2003
 LW2422
 LW2422  HISTORY     - Date     Condition        Report By
 LW2422  HISTORY     - 1968     MONUMENTED       CGS
 LW2422  HISTORY     - 20030302 GOOD             USPSQD
 LW2422  HISTORY     - 20060821 MARK NOT FOUND   USPSQD
 LW2422
 LW2422                          STATION DESCRIPTION
 LW2422
 LW2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2422'THE STATION, PORTSMOUTH MELVILLE NAVY BASE WATER TANK, IS THE
 LW2422'TOP CENTER OF THE GREY CYLINDRICAL STEEL TANK WHICH IS SUPPORTED
 LW2422'BY 4 STEEL LEGS AND IS ABOUT 85 FEET IN HEIGHT.
 LW2422'
 LW2422'THE STATION IS LOCATED 0.2 MILE NORTH OF THE INTERSECTION OF
 LW2422'STATE HIGHWAY 114 AND THE ENTRANCE TO MELVILLE NAVY BASE GATE 51.
 LW2422
 LW2422                          STATION RECOVERY (2003)
 LW2422
 LW2422'RECOVERY NOTE BY US POWER SQUADRON 2003 (TG)
 LW2422'COLOR - PAINTED BLUE WITH GOLD LETTERS.
 LW2422
 LW2422                          STATION RECOVERY (2006)
 LW2422
 LW2422'RECOVERY NOTE BY US POWER SQUADRON 2006 (TG)
 LW2422'THE WATER TOWER AND TANK WERE COMPLETELY DISMANTLED AND REMOVED
 LW2422'YESTERDAY.
 LW2422' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2401 ***********************************************************************
 LW2401  DESIGNATION -  PORTSMOUTH WATER DIST SPIPE
 LW2401  PID         -  LW2401
 LW2401  STATE/COUNTY-  RI/NEWPORT
 LW2401  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2401
 LW2401                         *CURRENT SURVEY CONTROL
 LW2401  ___________________________________________________________________
 LW2401* NAD 83(1996)-  41 36 56.15767(N)    071 15 00.28743(W)     ADJUSTED  
 LW2401* NAVD 88     -                                                        
 LW2401  ___________________________________________________________________
 LW2401  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW2401  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW2401
 LW2401  HORZ ORDER  -  THIRD
 LW2401
 LW2401.The horizontal coordinates were established by classical geodetic methods
 LW2401.and adjusted by the National Geodetic Survey in August 1998..
 LW2401
 LW2401
 LW2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2401
 LW2401.The geoid height was determined by GEOID03.
 LW2401
 LW2401;                    North         East     Units Scale Factor Converg.
 LW2401;SPC RI       -    59,143.623   120,830.103   MT  0.99999909   +0 09 57.5
 LW2401;SPC RI       -   194,040.37    396,423.43   sFT  0.99999909   +0 09 57.5
 LW2401;UTM  19      - 4,609,543.481   312,530.676   MT  1.00003251   -1 29 41.2
 LW2401
 LW2401                          SUPERSEDED SURVEY CONTROL
 LW2401
 LW2401  NAD 83(1996)-  41 36 56.15750(N)    071 15 00.28729(W) AD(       ) 4
 LW2401  NAD 83(1992)-  41 36 56.15610(N)    071 15 00.28655(W) AD(       ) 4
 LW2401  NAD 83(1992)-  41 36 56.15542(N)    071 15 00.28615(W) AD(       ) 4
 LW2401  NAD 83(1986)-  41 36 56.15590(N)    071 15 00.28467(W) AD(       ) 4
 LW2401  NAD 27      -  41 36 55.78459(N)    071 15 02.10826(W) AD(       ) 3
 LW2401
 LW2401.Superseded values are not recommended for survey control.
 LW2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2401.See file dsdata.txt to determine how the superseded data were derived.
 LW2401
 LW2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1253109543(NAD 83)
 LW2401
 LW2401  HISTORY     - Date     Condition        Report By
 LW2401  HISTORY     - 1968     MONUMENTED       CGS
 LW2401
 LW2401                          STATION DESCRIPTION
 LW2401
 LW2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2401'THE STATION, PORTSMOUTH WATER DISTRICT STANDPIPE, IS THE TOP
 LW2401'CENTER OF THE SILVER CYLINDRICAL STANDPIPE AND IS ABOUT 70 FEET
 LW2401'IN HEIGHT.
 LW2401'
 LW2401'THE STATION IS LOCATED ABOUT 0.05 MILE SOUTH OF THE INTERSECTION
 LW2401'OF SPRAGUE STREET AND CARVER STREET ABOUT 3/4 MILE NORTH OF
 LW2401'PORTSMOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2403 ***********************************************************************
 LW2403  DESIGNATION -  PORTSMOUTH WEYERHAEUSER CO TK
 LW2403  PID         -  LW2403
 LW2403  STATE/COUNTY-  RI/NEWPORT
 LW2403  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2403
 LW2403                         *CURRENT SURVEY CONTROL
 LW2403  ___________________________________________________________________
 LW2403* NAD 83(1996)-  41 37 26.73587(N)    071 15 41.51220(W)     ADJUSTED  
 LW2403* NAVD 88     -                                                        
 LW2403  ___________________________________________________________________
 LW2403  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 LW2403  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW2403
 LW2403  HORZ ORDER  -  THIRD
 LW2403
 LW2403.The horizontal coordinates were established by classical geodetic methods
 LW2403.and adjusted by the National Geodetic Survey in August 1998..
 LW2403
 LW2403
 LW2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2403
 LW2403.The geoid height was determined by GEOID03.
 LW2403
 LW2403;                    North         East     Units Scale Factor Converg.
 LW2403;SPC RI       -    60,084.304   119,873.060   MT  0.99999861   +0 09 30.2
 LW2403;SPC RI       -   197,126.59    393,283.53   sFT  0.99999861   +0 09 30.2
 LW2403;UTM  19      - 4,610,511.541   311,601.267   MT  1.00003681   -1 30 09.5
 LW2403
 LW2403                          SUPERSEDED SURVEY CONTROL
 LW2403
 LW2403  NAD 83(1996)-  41 37 26.73561(N)    071 15 41.51199(W) AD(       ) 4
 LW2403  NAD 83(1992)-  41 37 26.73423(N)    071 15 41.51128(W) AD(       ) 4
 LW2403  NAD 83(1992)-  41 37 26.73380(N)    071 15 41.51103(W) AD(       ) 4
 LW2403  NAD 83(1986)-  41 37 26.73430(N)    071 15 41.50971(W) AD(       ) 4
 LW2403  NAD 27      -  41 37 26.36326(N)    071 15 43.33060(W) AD(       ) 3
 LW2403
 LW2403.Superseded values are not recommended for survey control.
 LW2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2403.See file dsdata.txt to determine how the superseded data were derived.
 LW2403
 LW2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1160110512(NAD 83)
 LW2403
 LW2403  HISTORY     - Date     Condition        Report By
 LW2403  HISTORY     - UNK      MONUMENTED
 LW2403  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2403  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2403  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2403
 LW2403                          STATION DESCRIPTION
 LW2403
 LW2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2403'STATION IS LOCATED ON AQUIDNECK ISLAND, ON THE W SHORE OF EAST
 LW2403'PASSAGE, ACROSS THE RIVER FROM PRUDENCE ISLAND, 1 MI. S OF THE
 LW2403'MT. HOPE BRIDGE, 0.3 MI. E OF STATE HIGHWAY 114, AND ON THE
 LW2403'PROPERTY OF THE WEYERHAEUSER TIMBER CO.
 LW2403'
 LW2403'STATION IS ASSUMED TO BE THE FINIAL OR BALL ATOP THE ELEVATED
 LW2403'WATER TANK.  TANK AT THE PRESENT IS SILVER IN COLOR, AND OWNERS
 LW2403'STATE IT HAS NOT BEEN CHANGED SINCE ITS CONSTRUCTION IN 1925
 LW2403'OR 1926.
 LW2403
 LW2403                          STATION RECOVERY (1956)
 LW2403
 LW2403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2403'STATION RECOVERED IN GOOD CONDITION.  A DESCRIPTION FOLLOWS--
 LW2403'
 LW2403'THE STATION MARK IS LOCATED SW OF THE MOUNT HOPE BRIDGE AND
 LW2403'78 FEET NW OF THE MAIN TRACK OF THE NEW YORK, NEW HAVEN, AND
 LW2403'HARTFORD RAILROAD CO.  IT IS ON AND IS THE PROPERTY OF THE
 LW2403'WEYERHAEUSER TIMBER CO.  IT IS AN ELEVATED STEEL TANK PAINTED
 LW2403'SILVER WITH THE NAME WEYERHAEUSER TIMBER PAINTED IN BLACK.
 LW2403
 LW2403                          STATION RECOVERY (1968)
 LW2403
 LW2403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2403'THE STATION, PORTSMOUTH WEYERHAEUSER COMPANY TANK, IS THE TOP
 LW2403'CENTER OF THE SILVER CYLINDRICAL TANK WHICH IS SUPPORTED BY 4
 LW2403'STEEL LEGS AND IS ABOUT 100 FEET IN HEIGHT.
 LW2403'
 LW2403'THE STATION IS LOCATED 0.15 MILE WEST OF THE INTERSECTION OF
 LW2403'BRISTOL FERRY ROAD AND WEYERHAEUSER ROAD ON WEYERHAEUSER
 LW2403'ROAD.  THIS IS ABOUT 1-1/2 MILES NORTHWEST OF PORTSMOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2570 ***********************************************************************
 LW2570  DESIGNATION -  POTOWOMUT
 LW2570  PID         -  LW2570
 LW2570  STATE/COUNTY-  RI/KENT
 LW2570  USGS QUAD   -  EAST GREENWICH (1975)
 LW2570
 LW2570                         *CURRENT SURVEY CONTROL
 LW2570  ___________________________________________________________________
 LW2570* NAD 83(1996)-  41 39 42.88310(N)    071 25 30.27067(W)     ADJUSTED  
 LW2570* NAVD 88     -        16.4    (meters)      54.     (feet)  VERTCON   
 LW2570  ___________________________________________________________________
 LW2570  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 LW2570  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW2570
 LW2570  HORZ ORDER  -  FIRST
 LW2570
 LW2570.The horizontal coordinates were established by classical geodetic methods
 LW2570.and adjusted by the National Geodetic Survey in August 1998..
 LW2570
 LW2570.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2570
 LW2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2570
 LW2570.The geoid height was determined by GEOID03.
 LW2570
 LW2570;                    North         East     Units Scale Factor Converg.
 LW2570;SPC RI       -    64,259.901   106,240.289   MT  0.99999423   +0 02 59.3
 LW2570;SPC RI       -   210,826.03    348,556.68   sFT  0.99999423   +0 02 59.3
 LW2570;UTM  19      - 4,615,081.042   298,094.330   MT  1.00010169   -1 36 45.3
 LW2570
 LW2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2570!SPC RI       -   1.00000211  x   0.99999423  =   0.99999634
 LW2570!UTM  19      -   1.00000211  x   1.00010169  =   1.00010380
 LW2570
 LW2570|---------------------------------------------------------------------|
 LW2570| PID    Reference Object                     Distance      Geod. Az  |
 LW2570|                                                           dddmmss.s |
 LW2570| CB8396 POTOWOMUT RM 1                       17.181 METERS 01157     |
 LW2570| LW2549 WARWICK MUNICIPAL TANK              APPROX. 4.8 KM 0572047.4 |
 LW2570| LW2557 WARWICK NECK SEM WATER TOWER        APPROX. 4.6 KM 0583709.5 |
 LW2570| LW2340 BRISTOL KAISER ALUM CO TANK         APPROX.13.1 KM 0841429.5 |
 LW2570| LW2335 BRISTOL PREMIER THREAD CO TANK      APPROX.12.2 KM 0844405.4 |
 LW2570| LW2329 BRISTOL DEVELOPMENT CO TANK         APPROX.12.3 KM 0871912.2 |
 LW2570| LW2538 NORTH KINGSTOWN STANDPIPE 2         APPROX. 2.4 KM 2001640.4 |
 LW2570| CB8398 POTOWOMUT RM 3                       79.199 METERS 26614     |
 LW2570| LW2571 EAST GREENWICH EPIS CH SPIRE        APPROX. 2.2 KM 2685234.8 |
 LW2570| CB8397 POTOWOMUT RM 2                       29.819 METERS 27001     |
 LW2570| LW2565 EAST GREENWICH LUTH CH SPIRE        APPROX. 2.5 KM 2742301.5 |
 LW2570| LW2553 SPENCER 2                           APPROX. 6.2 KM 2861054.8 |
 LW2570| LW2581 APPONAUG ANCHOR REALTY CO TANK      APPROX. 5.2 KM 3244712.9 |
 LW2570| LW2582 APPONAUG COURTHOUSE CUPOLA          APPROX. 5.0 KM 3260119.1 |
 LW2570|---------------------------------------------------------------------|
 LW2570
 LW2570                          SUPERSEDED SURVEY CONTROL
 LW2570
 LW2570  NAD 83(1996)-  41 39 42.88253(N)    071 25 30.27016(W) AD(       ) 1
 LW2570  NAD 83(1992)-  41 39 42.88163(N)    071 25 30.26983(W) AD(       ) 1
 LW2570  NAD 83(1992)-  41 39 42.88116(N)    071 25 30.26973(W) AD(       ) 1
 LW2570  NAD 83(1986)-  41 39 42.88147(N)    071 25 30.26904(W) AD(       ) 1
 LW2570  NAD 27      -  41 39 42.51669(N)    071 25 32.06424(W) AD(       ) 1
 LW2570  NGVD 29 (07/19/86)   16.7    (m)           55.     (f) VERT ANG       
 LW2570
 LW2570.Superseded values are not recommended for survey control.
 LW2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2570.See file dsdata.txt to determine how the superseded data were derived.
 LW2570
 LW2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9809415081(NAD 83)
 LW2570_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2570+STABILITY: SURFACE MOTION
 LW2570
 LW2570  HISTORY     - Date     Condition        Report By
 LW2570  HISTORY     - 1968     MONUMENTED       CGS
 LW2570  HISTORY     - 1970     GOOD             NGS
 LW2570
 LW2570                          STATION DESCRIPTION
 LW2570
 LW2570'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2570'STATION IS LOCATED ABOUT 11-1/2 MILES SOUTH OF THE CENTER OF
 LW2570'DOWNTOWN PROVIDENCE, 1-1/4 MILES EAST OF CENTER OF DOWNTOWN
 LW2570'EAST GREENWICH, 3/4 MILE WEST OF SANDY POINT AND ON
 LW2570'PROPERTY OWNED BY THE POTOWOMUT GOLF CLUB (MEMBERS AND
 LW2570'GUESTS GOLF CLUB), MR. GEORGE R. LEMA, PRESIDENT.
 LW2570'
 LW2570'TO REACH THE STATION FROM THE POST OFFICE IN EAST
 LW2570'GREENWICH, GO SOUTHWESTERLY ON U.S. HIGHWAY 1 FOR 1.05
 LW2570'MILES TO A FORK AT HIGHWAY INTERCHANGE, BEAR LEFT AT SIGN
 LW2570'GODDARD PARK AND FOLLOW ROAD SOUTHEAST FOR 0.5 MILE TO A
 LW2570'FORK, KEEP LEFT AND GO EASTERLY THENCE NORTHEASTERLY ON
 LW2570'IVES ROAD FOR 1.85 MILES TO ENTRANCE AND SIGN ON LEFT TO THE
 LW2570'POTOWOMUT GOLF CLUB.  TURN LEFT AND GO NORTHERLY FOR 0.1 MILE
 LW2570'TO STATION ON RIGHT AT LARGE ROCK MOUND AS DESCRIBED.
 LW2570'
 LW2570'ALL MARKS ARE STANDARD DISKS.
 LW2570'
 LW2570'STATION MARK, STAMPED POTOWOMUT 1968, IS SET FLUSH WITH
 LW2570'THE GROUND.  IT IS 110 FEET EAST OF CENTER OF DRIVEWAY
 LW2570'TO CLUB HOUSE, 58.5 FEET NORTH OF A LARGE OAK TREE, 53
 LW2570'FEET NORTHWEST OF THE HIGHEST POINT OF ROCKY MOUND AND
 LW2570'13 FEET SOUTHWEST OF A METAL WITNESS POST.
 LW2570'
 LW2570'RM 1, STAMPED POTOWOMUT NO 1 1968, IS CEMENTED IN A DRILL
 LW2570'HOLE IN TOP OF A 5 BY 7 FOOT BOULDER WHICH PROJECTS
 LW2570'ABOUT 2 FEET.  IT IS 27.5 FEET EAST OF A 15-INCH ELM
 LW2570'TREE AND 18 FEET WEST-NORTHWEST OF THE NORTH EDGE
 LW2570'OF THE ROCKY MOUND.
 LW2570'
 LW2570'RM 2, STAMPED POTOWOMUT NO 2 1968, IS CEMENTED IN A DRILL
 LW2570'HOLE IN TOP OF A 1 BY 1 FOOT BEDROCK FORMATION THAT IS
 LW2570'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 109 FEET
 LW2570'NORTHWEST OF THE LARGE OAK TREE, 38 FEET NORTHEAST OF A
 LW2570'2-1/2 FOOT GUM TREE AND 22.5 FEET EAST OF CENTER OF
 LW2570'DRIVEWAY TO CLUB HOUSE.
 LW2570'
 LW2570'RM 3, STAMPED POTOWOMUT NO 3 1968, IS CEMENTED IN A
 LW2570'DRILL HOLE ON THE SOUTH SIDE OF A LARGE BEDROCK FORMATION
 LW2570'WHICH PROJECTS ABOUT 7 FEET ABOVE THE GROUND.  THE DISK
 LW2570'IS 4 FOOT ABOVE THE GROUND SURFACE, 65 FEET SOUTH OF
 LW2570'CENTER OF DRIVEWAY TO CLUB HOUSE, 53 FEET NORTHEAST OF
 LW2570'THE NORTHEAST CORNER OF THE 14TH TEE, 19 FEET WEST
 LW2570'OF A 6-INCH MAPLE TREE AND 9.8 FEET SOUTH OF A METAL WITNESS
 LW2570'POST.
 LW2570'
 LW2570'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW2570
 LW2570                          STATION RECOVERY (1970)
 LW2570
 LW2570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CLN)
 LW2570'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 LW2570'GOOD CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE FOR RECOVERING THE
 LW2570'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3257 ***********************************************************************
 LW3257  DESIGNATION -  POTTER
 LW3257  PID         -  LW3257
 LW3257  STATE/COUNTY-  RI/WASHINGTON
 LW3257  USGS QUAD   -  ASHAWAY (1984)
 LW3257
 LW3257                         *CURRENT SURVEY CONTROL
 LW3257  ___________________________________________________________________
 LW3257* NAD 83(1996)-  41 24 33.19505(N)    071 46 35.07763(W)     ADJUSTED  
 LW3257* NAVD 88     -        58.4    (meters)     192.     (feet)  VERTCON   
 LW3257  ___________________________________________________________________
 LW3257  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LW3257  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW3257
 LW3257  HORZ ORDER  -  FIRST
 LW3257
 LW3257.The horizontal coordinates were established by classical geodetic methods
 LW3257.and adjusted by the National Geodetic Survey in August 1998..
 LW3257
 LW3257.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3257
 LW3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3257
 LW3257.The geoid height was determined by GEOID03.
 LW3257
 LW3257;                    North         East     Units Scale Factor Converg.
 LW3257;SPC RI       -    36,229.282    76,888.719   MT  1.00000032   -0 10 58.2
 LW3257;SPC RI       -   118,862.24    252,259.07   sFT  1.00000032   -0 10 58.2
 LW3257;SPC CT       -   216,815.627   386,202.121   MT  0.99998549   +0 38 44.0
 LW3257;SPC CT       -   711,335.94  1,267,064.79   sFT  0.99998549   +0 38 44.0
 LW3257;UTM  19      - 4,587,906.583   267,938.266   MT  1.00026279   -1 50 14.0
 LW3257
 LW3257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3257!SPC RI       -   0.99999562  x   1.00000032  =   0.99999594
 LW3257!SPC CT       -   0.99999562  x   0.99998549  =   0.99998111
 LW3257!UTM  19      -   0.99999562  x   1.00026279  =   1.00025841
 LW3257
 LW3257|---------------------------------------------------------------------|
 LW3257| PID    Reference Object                     Distance      Geod. Az  |
 LW3257|                                                           dddmmss.s |
 LW3257| CB8400 POTTER RM 1                          28.505 METERS 04711     |
 LW3257| CB8399 POTTER AZ MK                                       1315010.5 |
 LW3257| LW3256 POTTER RM 3                          18.289 METERS 23450     |
 LW3257| CB8401 POTTER RM 2                          18.562 METERS 27128     |
 LW3257| CB8402 POTTER RM 4                          32.036 METERS 28618     |
 LW3257| LW3251 ASHAWAY                             APPROX. 2.1 KM 2995216.3 |
 LW3257|---------------------------------------------------------------------|
 LW3257
 LW3257                          SUPERSEDED SURVEY CONTROL
 LW3257
 LW3257  NAD 83(1992)-  41 24 33.19376(N)    071 46 35.07686(W) AD(       ) 1
 LW3257  NAD 83(1986)-  41 24 33.19276(N)    071 46 35.07844(W) AD(       ) 1
 LW3257  NAD 27      -  41 24 32.83516(N)    071 46 36.83436(W) AD(       ) 1
 LW3257  NGVD 29 (07/19/86)   58.7    (m)          193.     (f) VERT ANG       
 LW3257
 LW3257.Superseded values are not recommended for survey control.
 LW3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3257.See file dsdata.txt to determine how the superseded data were derived.
 LW3257
 LW3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6793887907(NAD 83)
 LW3257_MARKER: DS = TRIANGULATION STATION DISK
 LW3257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3257_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3257+STABILITY: SURFACE MOTION
 LW3257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3257+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2001
 LW3257
 LW3257  HISTORY     - Date     Condition        Report By
 LW3257  HISTORY     - 1937     MONUMENTED       CTGS
 LW3257  HISTORY     - 1954     GOOD             CGS
 LW3257  HISTORY     - 1969     GOOD             CGS
 LW3257  HISTORY     - 1975     GOOD             NGS
 LW3257  HISTORY     - 1979     GOOD             NGS
 LW3257  HISTORY     - 19900823 MARK NOT FOUND   USPSQD
 LW3257  HISTORY     - 20010906 GOOD             USPSQD
 LW3257
 LW3257                          STATION DESCRIPTION
 LW3257
 LW3257'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3257'ON THE SUMMIT OF HUCKLEBERRY HILL, ABOUT 1-1/4 MILES SOUTHEAST OF
 LW3257'ASHAWAY, ON THE LAND OF CHARLES PECKHAM, 25 FEET SOUTHWEST OF
 LW3257'CENTER LINE OF TAR ROAD, OPPOSITE WOODS ROAD, 20 FEET NORTHWEST
 LW3257'OF STONE WALL, AND 41 FEET WEST OF POLE 1084, AMONGST SCRUB OAKS
 LW3257'ABOUT 10 FEET HIGH, AND IS A STANDARD DISK STAMPED POTTER-1937
 LW3257'SET IN SUNKEN LEDGE 18 INCHES BELOW THE SURFACE OF THE GROUND.
 LW3257'
 LW3257'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 3, AND U.S.
 LW3257'HIGHWAY 1, TAKE STATE HIGHWAY 3 NORTH 3.8 MILES TO OILED
 LW3257'CROSSROADS AT SHELL GAS STATION IN ASHAWAY.  TURN RIGHT
 LW3257'(SOUTHEAST) AND GO 0.7 MILE AND BEAR LEFT.  PROCEED 0.2 MILES TO
 LW3257'TOP OF GRADE, 400 FEET NORTHWEST OF SHARP LEFT TURN (AT POINT
 LW3257'WHERE TELE. LINES CROSS ROAD), TO STATION ON RIGHT.
 LW3257'
 LW3257'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3257'SET IN CONCRETE.
 LW3257'
 LW3257'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED POTTER-1937- NO.
 LW3257'2 SET IN ROCK OUTCROP 2-1/2-BY 1-1/2-FEET, 60.90 FEET NORTHWEST
 LW3257'OF STATION IN WOODS, AND 50 FEET SOUTHWEST OF CENTER LINE OF TAR
 LW3257'ROAD.
 LW3257'
 LW3257'REFERENCE NO. 1 IS A STANDARD DISK STAMPED POTTER-1937-NO. 1 SET
 LW3257'IN ROCK OUTCROP 2-BY 1-1/2-FEET, 90.52 FEET NORTH-NORTHEAST
 LW3257'OF STATION, 35 FEET NORTHWEST OF CENTER LINE OF TAR ROAD, AND
 LW3257'10 FEET NORTH OF WOOD ROAD.
 LW3257'
 LW3257'AZIMUTH MARK IS A STANDARD DISK STAMPED POTTER-1937 SET IN ROCK
 LW3257'OUTCROP, 3-BY 2-FEET., 20 FEET WEST OF LARGE 6-BY 6-FEET BOULDER,
 LW3257'15 FEET NORTHWEST OF STONE WALL, 28 FEET NORTHWEST OF CENTER
 LW3257'LINE OF TAR ROAD, 130 FEET WEST OF 2-STORY WHITE FRAME HOUSE,
 LW3257'AND 400 FEET EAST-SOUTHEAST OF STATION.
 LW3257'
 LW3257'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LW3257
 LW3257                          STATION RECOVERY (1954)
 LW3257
 LW3257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3257'STATION AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.  REFERENCE
 LW3257'MARKS NOS. 1 AND 2 HAVE BEEN DESTROYED.  THE ROCK OUTCROPS
 LW3257'IN WHICH THEY WERE SET HAVE BEEN REMOVED.  THE PUBLISHED
 LW3257'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTION
 LW3257'AND ADDITION--
 LW3257'
 LW3257'THE DISTANCE FROM POLE 1084 IS 44.0 FEET, NOT 41 FEET AS IN
 LW3257'ORIGINAL DESCRIPTION.
 LW3257'
 LW3257'STATION IS 93.5 FEET SW. OF THE SW. CORNER OF GRAY ASBESTOS
 LW3257'SHINGLED HOUSE TRIMMED IN RED.
 LW3257'
 LW3257'THE AREA AROUND THE STATION HAS BEEN CLEARED SO THAT NOW IT IS
 LW3257'LOCATED IN THE SE. CORNER OF CLEARED FIELD.
 LW3257
 LW3257                          STATION RECOVERY (1969)
 LW3257
 LW3257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3257'STATION AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 LW3257'CONDITION.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS
 LW3257'TIME.  REFERENCE MARK 3 WAS OCCUPIED AT THIS TIME DUE TO
 LW3257'LOCATION OF POTTER 1937.  DUE TO VARIOUS CHANGES A COMPLETE
 LW3257'NEW DESCRIPTION FOLLOWS.
 LW3257'
 LW3257'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF WESTERLY,
 LW3257'2-1/2 MILES SOUTHEAST OF INTERSTATE HIGHWAY 95, 1-1/2 MILES
 LW3257'NORTHWEST OF BRADFORD, 1-1/4 MILES SOUTHEAST OF ASHAWAY AND ON
 LW3257'PROPERTY OWNED BY MR. GEORGE A. PIERCE.
 LW3257'
 LW3257'TO REACH THE STATION FROM WHERE STATE HIGHWAY 3 CROSSES OVER
 LW3257'INTERSTATE HIGHWAY 95 ABOUT 5-1/2 MILES NORTHEAST OF WESTERLY,
 LW3257'GO SOUTH ON STATE HIGHWAY 3 FOR 1.75 MILES TO THE JUNCTION OF
 LW3257'STATE HIGHWAY 216 IN ASHAWAY.  CONTINUE SOUTHWEST AND SOUTHERLY
 LW3257'ON STATE HIGHWAY 3 FOR 0.6 MILE TO OAK STREET.  TURN LEFT AND
 LW3257'GO EAST AND SOUTHEAST ON OAK STREET FOR 0.9 MILE TO THE SUMMIT
 LW3257'OF HILL, EINO KUSKINENS HOUSE ON LEFT AND STATION ON RIGHT AS
 LW3257'DESCRIBED.
 LW3257'
 LW3257'ALL MARKS ARE STANDARD DISKS.
 LW3257'
 LW3257'STATION MARK, STAMPED POTTER 1937, IS SET 16 INCHES BELOW THE
 LW3257'SURFACE OF THE GROUND.  IT IS SET IN A SQUARE CONCRETE
 LW3257'POST.  THE MARK IS 93 FEET SOUTH OF THE SOUTH CORNER OF EINO
 LW3257'KUSKINENS HOUSE, 44 FEET WEST-SOUTHWEST OF POWER POLE 1084,
 LW3257'25 FEET SOUTHWEST OF CENTER OF OAK STREET, 18.4 FEET
 LW3257'WEST-NORTHWEST OF FENCE CORNER, 12.5 FEET EAST OF A 15-INCH OAK
 LW3257'TREE, 9.8 FEET SOUTHEAST OF THE NORTHWEST GATE
 LW3257'POST AND 5.5 FEET NORTHWEST OF THE SOUTHEAST GATE POST.
 LW3257'
 LW3257'RM 3, STAMPED POTTER 1937 NO 3 1969, IS SET IN A ROUND
 LW3257'CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF GROUND.  IT
 LW3257'IS 112 FEET SOUTH-SOUTHEAST OF POWER POLE 1083, 85.5 FEET
 LW3257'SOUTHWEST OF CENTER OF OAK STREET, 60.5 FEET SOUTHWEST OF
 LW3257'CENTER OF GATE, 19 FEET NORTH-NORTHWEST OF A METAL WITNESS
 LW3257'POST, 21 FEET NORTHWEST OF A ROCK FENCE AND 17 FEET NORTHWEST
 LW3257'OF A WIRE FENCE.
 LW3257'
 LW3257'RM 4, STAMPED POTTER 1937 NO 4 1969, IS CEMENTED IN A BOULDER
 LW3257'WHICH PROJECTS ABOUT 5 INCHES.  IT IS 77 FEET SOUTHWEST OF
 LW3257'CENTER OF OAK STREET, 97 FEET WEST OF THE NORTHWEST GATE POST,
 LW3257'61.5 FEET SOUTHWEST OF POWER POLE 1083 AND 53 FEET SOUTHWEST
 LW3257'OF WIRE FENCE.
 LW3257'
 LW3257'AZ MK, STAMPED POTTER 1937, IS CEMENTED IN A DRILL HOLE IN
 LW3257'BOULDER THAT PROJECTS ABOUT 8 INCHES.  IT IS 40 FEET NORTHWEST
 LW3257'OF CENTER OF OAK STREET, 26 FEET WEST OF A TWIN TRUNK TREE THAT
 LW3257'IS ON NORTH SIDE OF TWO LARGE BOULDERS, 20.5 FEET NORTHWEST
 LW3257'OF FENCE AND 16 FEET NORTH OF A METAL WITNESS POST.
 LW3257'
 LW3257'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 LW3257'SOUTHEAST ON OAK STREET FOR 0.1 MILE TO WHERE OAK STREET TURNS
 LW3257'LEFT AND MARK ON LEFT AS DESCRIBED.
 LW3257'
 LW3257'NOTICE-- THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 LW3257'GROUND.  GATE POST ON LINE.
 LW3257'
 LW3257'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW3257'
 LW3257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3257'1-1/4 MILES SOUTHEAST OF ASHAWAY.
 LW3257
 LW3257                          STATION RECOVERY (1975)
 LW3257
 LW3257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3257'THE STATION, AZIMUTH MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED
 LW3257'AND FOUND IN GOOD CONDITION AS DESCRIBED BY R. P. KONRADY IN
 LW3257'1969.  THE ANGLES AND MEASUREMENTS TO ALL MARKS CHECKED WITH THE
 LW3257'1969 OBSERVATIONS.  REFERENCE MARK 3 WAS OCCUPIED AT THIS TIME,
 LW3257'DUE TO LOCATION OF POTTER 1937.
 LW3257
 LW3257                          STATION RECOVERY (1979)
 LW3257
 LW3257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW3257'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 LW3257'RECOVERED IN GOOD CONDITION.  THE 1969 DESCRIPTION IS ADEQUATE FOR
 LW3257'RECOVERING THE STATION.
 LW3257
 LW3257                          STATION RECOVERY (1990)
 LW3257
 LW3257'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3257'MARK NOT FOUND.
 LW3257
 LW3257                          STATION RECOVERY (2001)
 LW3257
 LW3257'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3257'PID LW3257, RM3 NOT DESCRIBED. STATION BURIED.  RM4 AND AZIMUTH GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3256 ***********************************************************************
 LW3256  DESIGNATION -  POTTER RM 3
 LW3256  PID         -  LW3256
 LW3256  STATE/COUNTY-  RI/WASHINGTON
 LW3256  USGS QUAD   -  ASHAWAY (1984)
 LW3256
 LW3256                         *CURRENT SURVEY CONTROL
 LW3256  ___________________________________________________________________
 LW3256* NAD 83(1996)-  41 24 32.85355(N)    071 46 35.72130(W)     ADJUSTED  
 LW3256* NAVD 88     -        60.2    (meters)     198.     (feet)  VERTCON   
 LW3256  ___________________________________________________________________
 LW3256  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LW3256  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW3256
 LW3256  HORZ ORDER  -  FIRST
 LW3256
 LW3256.The horizontal coordinates were established by classical geodetic methods
 LW3256.and adjusted by the National Geodetic Survey in August 1998..
 LW3256
 LW3256.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3256
 LW3256.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3256
 LW3256.The geoid height was determined by GEOID03.
 LW3256
 LW3256;                    North         East     Units Scale Factor Converg.
 LW3256;SPC RI       -    36,218.794    76,873.736   MT  1.00000033   -0 10 58.6
 LW3256;SPC RI       -   118,827.83    252,209.92   sFT  1.00000033   -0 10 58.6
 LW3256;SPC CT       -   216,804.924   386,187.291   MT  0.99998549   +0 38 43.5
 LW3256;SPC CT       -   711,300.82  1,267,016.14   sFT  0.99998549   +0 38 43.5
 LW3256;UTM  19      - 4,587,896.530   267,922.982   MT  1.00026288   -1 50 14.4
 LW3256
 LW3256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3256!SPC RI       -   0.99999534  x   1.00000033  =   0.99999567
 LW3256!SPC CT       -   0.99999534  x   0.99998549  =   0.99998083
 LW3256!UTM  19      -   0.99999534  x   1.00026288  =   1.00025822
 LW3256
 LW3256|---------------------------------------------------------------------|
 LW3256| PID    Reference Object                     Distance      Geod. Az  |
 LW3256|                                                           dddmmss.s |
 LW3256| LW3257 POTTER                               18.289 METERS 05450     |
 LW3256| CB8399 POTTER AZ MK                                       1233855.7 |
 LW3256| LW3082 BRADFORD WESTERLY TOWN TANK         APPROX. 3.1 KM 1271814.6 |
 LW3256| LW3282 BENTLEY RESET                       APPROX. 5.2 KM 1631856.9 |
 LW3256| LW3277 FORT HILL NEW TANK                  APPROX. 8.5 KM 2031701.6 |
 LW3256| LW3286 WESTERLY STANDPIPE                  APPROX. 5.1 KM 2211922.2 |
 LW3256| LW3248 WESTERLY WARD HIGH SCH CUPOLA       APPROX. 5.2 KM 2235421.2 |
 LW3256| LW3261 WESTERLY MAST                       APPROX. 4.2 KM 2394934.6 |
 LW3256| LW3250 WESTERLY FEDERAL COM MAST           APPROX. 3.0 KM 2611913.1 |
 LW3256| LW3252 ASHAWAY LINE AND TWINE MFG TK       APPROX. 2.0 KM 3203015.4 |
 LW3256| CB8402 POTTER RM 4                          25.117 METERS 32101     |
 LW3256| LW3253 ASHAWAY WARNERS TANK                APPROX. 2.6 KM 3332207.4 |
 LW3256|---------------------------------------------------------------------|
 LW3256
 LW3256                          SUPERSEDED SURVEY CONTROL
 LW3256
 LW3256  NAD 83(1992)-  41 24 32.85226(N)    071 46 35.72053(W) AD(       ) 1
 LW3256  NAD 83(1986)-  41 24 32.85136(N)    071 46 35.72193(W) AD(       ) 1
 LW3256  NAD 27      -  41 24 32.49371(N)    071 46 37.47807(W) AD(       ) 1
 LW3256  NGVD 29 (07/19/86)   60.5    (m)          198.     (f) VERT ANG       
 LW3256
 LW3256.Superseded values are not recommended for survey control.
 LW3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3256.See file dsdata.txt to determine how the superseded data were derived.
 LW3256
 LW3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6792387897(NAD 83)
 LW3256_MARKER: DR = REFERENCE MARK DISK
 LW3256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3256+STABILITY: SURFACE MOTION
 LW3256
 LW3256  HISTORY     - Date     Condition        Report By
 LW3256  HISTORY     - 1969     MONUMENTED       CGS
 LW3256  HISTORY     - 1975     GOOD             NGS
 LW3256  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW3256
 LW3256                          STATION DESCRIPTION
 LW3256
 LW3256'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3256'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF WESTERLY,
 LW3256'2-1/2 MILES SOUTHEAST OF INTERSTATE HIGHWAY 95, 1-1/2 MILES
 LW3256'NORTHWEST OF BRADFORD, 1-1/4 MILES SOUTHEAST OF ASHAWAY AND ON
 LW3256'PROPERTY OWNED BY MR. GEORGE A. PIERCE.
 LW3256'
 LW3256'TO REACH THE STATION FROM WHERE STATE HIGHWAY 3 CROSSES OVER
 LW3256'INTERSTATE HIGHWAY 95 ABOUT 5-1/2 MILES NORTHEAST OF WESTERLY,
 LW3256'GO SOUTH ON STATE HIGHWAY 3 FOR 1.75 MILES TO THE JUNCTION OF
 LW3256'STATE HIGHWAY 216 IN ASHAWAY.  CONTINUE SOUTHWEST AND SOUTHERLY
 LW3256'ON STATE HIGHWAY 3 FOR 0.6 MILE TO OAK STREET.  TURN LEFT AND GO
 LW3256'EAST AND SOUTHEAST ON OAK STREET FOR 0.9 MILE TO SUMMIT OF
 LW3256'HILL, EINO KUSKINENS HOUSE ON LEFT AND STATION ON RIGHT AS
 LW3256'DESCRIBED.
 LW3256'
 LW3256'ALL MARKS ARE STANDARD DISKS.
 LW3256'
 LW3256'STATION MARK, STAMPED POTTER 1937 NO 3 1969, IS SET IN A
 LW3256'ROUND CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF
 LW3256'GROUND.  IT IS 112 FEET SOUTH-SOUTHEAST OF POWER POLE 1083,
 LW3256'85.5 FEET SOUTHWEST OF CENTER OF OAK STREET, 60.5 FEET
 LW3256'SOUTHWEST OF CENTER OF GATE, 19 FEET NORTH-NORTHWEST OF A METAL
 LW3256'WITNESS POST, 21 FEET NORTHWEST OF A ROCK FENCE AND 17 FEET
 LW3256'NORTHWEST OF A WIRE FENCE.
 LW3256'
 LW3256'RM 4, STAMPED POTTER 1937 NO 4 1969, IS CEMENTED IN A DRILL
 LW3256'HOLE IN BOULDER WHICH PROJECTS ABOUT 5 INCHES.  IT IS 97 FEET
 LW3256'WEST OF NORTH GATE POST, 77 FEET SOUTHWEST OF CENTER OF OAK
 LW3256'STREET, 61.5 FEET SOUTHWEST OF POWER POLE 1083 AND 53 FEET
 LW3256'SOUTHWEST OF A WIRE FENCE.
 LW3256'
 LW3256'STATION POTTER, STAMPED POTTER 1937, IS SET IN A SQUARE
 LW3256'CONCRETE POST 16 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 LW3256'93 FEET SOUTH OF THE SOUTH CORNER OF EINO KUSKINENS HOUSE,
 LW3256'44 FEET WEST-SOUTHWEST OF POWER POLE 1084, 25 FEET SOUTHWEST OF
 LW3256'CENTER OF OAK STREET, 18.4 FEET WEST-NORTHWEST OF FENCE CORNER,
 LW3256'12.5 FEET EAST OF A 15-INCH OAK TREE, 9.8 FEET SOUTHEAST OF THE
 LW3256'NORTHWEST GATE POST AND 5.5 FEET NORTHWEST OF THE SOUTHEAST
 LW3256'GATE POST.
 LW3256'
 LW3256'AZ MK, STAMPED POTTER 1937, IS CEMENTED IN A DRILL HOLE IN A
 LW3256'BOULDER THAT PROJECTS ABOUT 8 INCHES.  IT IS 40 FEET NORTHWEST
 LW3256'OF CENTER OF OAK STREET, 26 FEET WEST OF A TWIN TRUNK TREE THAT
 LW3256'IS ON THE NORTH SIDE OF TWO LARGE BOULDERS, 20.5 FEET NORTHWEST
 LW3256'OF A ROCK FENCE AND 16 FEET NORTH OF A METAL WITNESS POST.
 LW3256'
 LW3256'TO REACH THE AZ MK FROM THE STATION, CONTINUE SOUTHEAST ON
 LW3256'OAK STREET FOR 0.1 MILE TO WHERE OAK STREET TURNS LEFT AND MARK
 LW3256'ON LEFT AS DESCRIBED.
 LW3256'
 LW3256'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW3256
 LW3256                          STATION RECOVERY (1975)
 LW3256
 LW3256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3256'THE STATION, POTTER 1937, AZIMUTH MARK AND REFERENCE MARK 4
 LW3256'WERE RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED BY R. P
 LW3256'KONRADY IN 1969.  THE ANGLES AND MEASUREMENTS TO ALL MARKS
 LW3256'CHECKED WITH THE 1969 OBSERVATIONS.
 LW3256
 LW3256                          STATION RECOVERY (1989)
 LW3256
 LW3256'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3030 ***********************************************************************
 LW3030  DESIGNATION -  POTTER USE 1909
 LW3030  PID         -  LW3030
 LW3030  STATE/COUNTY-  RI/WASHINGTON
 LW3030  USGS QUAD   -  KINGSTON (1975)
 LW3030
 LW3030                         *CURRENT SURVEY CONTROL
 LW3030  ___________________________________________________________________
 LW3030* NAD 83(1996)-  41 23 52.18513(N)    071 31 59.74740(W)     ADJUSTED  
 LW3030* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 LW3030  ___________________________________________________________________
 LW3030  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 LW3030  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW3030
 LW3030  HORZ ORDER  -  THIRD
 LW3030
 LW3030.The horizontal coordinates were established by classical geodetic methods
 LW3030.and adjusted by the National Geodetic Survey in August 1998..
 LW3030
 LW3030.The orthometric height was scaled from a topographic map.
 LW3030
 LW3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3030
 LW3030.The geoid height was determined by GEOID03.
 LW3030
 LW3030;                    North         East     Units Scale Factor Converg.
 LW3030;SPC RI       -    34,927.774    97,218.310   MT  0.99999385   -0 01 19.2
 LW3030;SPC RI       -   114,592.21    318,957.07   sFT  0.99999385   -0 01 19.2
 LW3030;UTM  19      - 4,586,018.393   288,226.082   MT  1.00015196   -1 40 33.0
 LW3030
 LW3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3030!SPC RI       -   1.00000104  x   0.99999385  =   0.99999489
 LW3030!UTM  19      -   1.00000104  x   1.00015196  =   1.00015300
 LW3030
 LW3030:                Primary Azimuth Mark                     Grid Az
 LW3030:SPC RI       -  JUMPING HILL USE 1909                    070 21 06.8
 LW3030:UTM  19      -  JUMPING HILL USE 1909                    072 00 20.6
 LW3030
 LW3030|---------------------------------------------------------------------|
 LW3030| PID    Reference Object                     Distance      Geod. Az  |
 LW3030|                                                           dddmmss.s |
 LW3030| LW3012 JUMPING HILL USE 1909               APPROX. 1.9 KM 0701947.6 |
 LW3030|---------------------------------------------------------------------|
 LW3030
 LW3030                          SUPERSEDED SURVEY CONTROL
 LW3030
 LW3030  NAD 83(1996)-  41 23 52.18413(N)    071 31 59.74641(W) AD(       ) 3
 LW3030  NAD 83(1992)-  41 23 52.18375(N)    071 31 59.74667(W) AD(       ) 3
 LW3030  NAD 83(1992)-  41 23 52.18251(N)    071 31 59.74657(W) AD(       ) 3
 LW3030  NAD 83(1986)-  41 23 52.18216(N)    071 31 59.74622(W) AD(       ) 3
 LW3030  NAD 27      -  41 23 51.81800(N)    071 32 01.52400(W) AD(       ) 3
 LW3030
 LW3030.Superseded values are not recommended for survey control.
 LW3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3030.See file dsdata.txt to determine how the superseded data were derived.
 LW3030
 LW3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8822686018(NAD 83)
 LW3030_MARKER: DD = SURVEY DISK
 LW3030_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW3030_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW3030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3030
 LW3030  HISTORY     - Date     Condition        Report By
 LW3030  HISTORY     - 1909     MONUMENTED       USE
 LW3030  HISTORY     - 1913     GOOD             CGS
 LW3030  HISTORY     - 1934     GOOD             RIGS
 LW3030  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LW3030  HISTORY     - 1954     GOOD             CGS
 LW3030  HISTORY     - 1988     GOOD             USPSQD
 LW3030
 LW3030                          STATION DESCRIPTION
 LW3030
 LW3030'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3030'STATION IS ON A PROMINENT HILL ABOUT 3-1/4 MILES SW OF
 LW3030'WAKEFIELD.  THE STATION IS MARKED BY A STANDARD BRONZE DISK SET
 LW3030'IN CONCRETE, IN THE TOP OF A TILE, AS DESCRIBED IN NOTE 6A,
 LW3030'AND DISK HAS ADDED INSCRIBED ESTABLISHED BY THE CORPS OF
 LW3030'ENGINEERS, U.S.A.
 LW3030'
 LW3030'THE REFERENCE MARK, A STANDARD BRONZE DISK IN A BOULDER, AS
 LW3030'DESCRIBED IN NOTE 12C, IS 17.25 METERS (56.59 FEET) SE FROM THE
 LW3030'STATION.
 LW3030
 LW3030                          STATION RECOVERY (1934)
 LW3030
 LW3030'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3030'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT
 LW3030'CONDITION AND AS DESCRIBED.
 LW3030'
 LW3030'THE STATION IS ABOUT 1/4 MILE SE OF THE POST ROAD
 LW3030'(U.S. HIGHWAY 1) AND ABOUT 3.5 MILES SW OF THE CORNER OF MAIN
 LW3030'AND HIGH STREETS, WAKEFIELD.
 LW3030
 LW3030                          STATION RECOVERY (1948)
 LW3030
 LW3030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FBQ)
 LW3030'STATION RECOVERED IN 1948 BUT THE STATION DISK WAS GONE AND THE
 LW3030'4-INCH TILE CONTAINING THE STATION DISK WAS BROKEN OFF 6 INCHES
 LW3030'BELOW THE GROUND.  THE REMAINING PART OF THE CEMENT TILE WAS
 LW3030'SOLID AND VERTICAL, SO THE CENTER WAS ACCEPTED AS THE
 LW3030'STATION.  THE REFERENCE MARK DISK HAD BEEN PRIED OUT OF THE
 LW3030'DRILL HOLE AND WAS MISSING, BUT THE DRILL HOLE REMAINED IN GOOD
 LW3030'CONDITION AND THE OUTLINE OF DISK DEPRESSION WAS PLAINLY
 LW3030'EVIDENT.  A NEW DESCRIPTION FOLLOWS--
 LW3030'
 LW3030'STATION IS ABOUT 3-1/2 MILES SW OF WAKEFIELD AND ABOUT 1/4
 LW3030'MILE S OF U.S. HIGHWAY NO. 1 SCENIC.  IT IS ON THE MOST
 LW3030'PROMINENT BARE, GRASS-COVERED HILL IN THE VICINITY.
 LW3030'
 LW3030'TO REACH STATION FROM WAKEFIELD, AT THE INTERSECTION OF MAIN AND
 LW3030'HIGH STREETS, DRIVE SW ON PAVED U.S. HIGHWAY NO. 1 SCENIC FOR
 LW3030'3.3 MILES TO A TRIANGULAR TRAFFIC ISLAND AT THE LEFT SIDE OF THE
 LW3030'HIGHWAY, TURN LEFT ON PAVED HIGHWAY LEADING TO EAST MATUNUCK
 LW3030'BEACH AND GO 0.3 MILE TO TRAIL ROAD LEADING RIGHT.  TURN RIGHT
 LW3030'INTO TRAIL ROAD WHICH SWINGS SHARPLY LEFT AFTER THE FIRST 100
 LW3030'YARDS AND GO 0.15 MILE FROM THE HIGHWAY.  STATION IS ON HIGHEST
 LW3030'PART OF THE HILL 60 YARDS TO THE RIGHT OF THE ROAD.
 LW3030'
 LW3030'STATION MARK IS THE CENTER OF A BROKEN CEMENT-FILLED TILE AT
 LW3030'THE TOP OF THE HILL AND 6 INCHES UNDERGROUND.
 LW3030'
 LW3030'THE REFERENCE MARK IS THE CENTER OF A DRILL HOLE IN THE
 LW3030'OUTCROP TOP OF A BOULDER PROJECTING 6 INCHES ABOVE GROUND.  IT IS
 LW3030'17.25 METERS (56.59 FEET) SE FROM THE STATION.
 LW3030'
 LW3030'TWO SIMILAR OUTCROP BOULDER TOPS, 5 FEET APART, LIE 61.7 FEET
 LW3030'NNW FROM THE STATION.
 LW3030
 LW3030                          STATION RECOVERY (1954)
 LW3030
 LW3030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3030'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.  THE
 LW3030'1948 RECOVERY NOTE BY F.B.Q. IS ADEQUATE AND COMPLETE.
 LW3030
 LW3030                          STATION RECOVERY (1988)
 LW3030
 LW3030'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW3030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2443 ***********************************************************************
 LW2443  DESIGNATION -  POTTERS COVE FRONT RANGE
 LW2443  PID         -  LW2443
 LW2443  STATE/COUNTY-  RI/NEWPORT
 LW2443  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2443
 LW2443                         *CURRENT SURVEY CONTROL
 LW2443  ___________________________________________________________________
 LW2443* NAD 83(1996)-  41 30 45.92816(N)    071 21 56.66669(W)     ADJUSTED  
 LW2443* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2443  ___________________________________________________________________
 LW2443  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 LW2443  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW2443
 LW2443  HORZ ORDER  -  THIRD
 LW2443
 LW2443.The horizontal coordinates were established by classical geodetic methods
 LW2443.and adjusted by the National Geodetic Survey in August 1998..
 LW2443
 LW2443.The orthometric height was scaled from a topographic map.
 LW2443
 LW2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2443
 LW2443.The geoid height was determined by GEOID03.
 LW2443
 LW2443;                    North         East     Units Scale Factor Converg.
 LW2443;SPC RI       -    47,700.149   111,207.864   MT  0.99999530   +0 05 20.3
 LW2443;SPC RI       -   156,496.24    364,854.47   sFT  0.99999530   +0 05 20.3
 LW2443;UTM  19      - 4,598,382.741   302,580.562   MT  1.00007965   -1 34 06.6
 LW2443
 LW2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2443!SPC RI       -   1.00000459  x   0.99999530  =   0.99999989
 LW2443!UTM  19      -   1.00000459  x   1.00007965  =   1.00008424
 LW2443
 LW2443:                Primary Azimuth Mark                     Grid Az
 LW2443:SPC RI       -  GOULD ISLAND 1843                        036 09 51.6
 LW2443:UTM  19      -  GOULD ISLAND 1843                        037 49 18.5
 LW2443
 LW2443|---------------------------------------------------------------------|
 LW2443| PID    Reference Object                     Distance      Geod. Az  |
 LW2443|                                                           dddmmss.s |
 LW2443| LW2376 GOULD ISLAND 1843                   APPROX. 3.0 KM 0361511.9 |
 LW2443| LW2454 GULL ROCKS LIGHTHOUSE               APPROX. 2.9 KM 1123918.0 |
 LW2443| CB8403 POTTERS COVE FRONT RANGE RM          16.930 METERS 18518     |
 LW2443|---------------------------------------------------------------------|
 LW2443
 LW2443                          SUPERSEDED SURVEY CONTROL
 LW2443
 LW2443  NAD 83(1996)-  41 30 45.92762(N)    071 21 56.66603(W) AD(       ) 3
 LW2443  NAD 83(1992)-  41 30 45.92663(N)    071 21 56.66604(W) AD(       ) 3
 LW2443  NAD 83(1992)-  41 30 45.92605(N)    071 21 56.66571(W) AD(       ) 3
 LW2443  NAD 83(1986)-  41 30 45.92585(N)    071 21 56.66379(W) AD(       ) 3
 LW2443  NAD 27      -  41 30 45.56900(N)    071 21 58.44100(W) AD(       ) 3
 LW2443
 LW2443.Superseded values are not recommended for survey control.
 LW2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2443.See file dsdata.txt to determine how the superseded data were derived.
 LW2443
 LW2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0258198383(NAD 83)
 LW2443_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2443_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW2443_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW2443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2443
 LW2443  HISTORY     - Date     Condition        Report By
 LW2443  HISTORY     - 1915     MONUMENTED       CGS
 LW2443  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2443  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2443
 LW2443                          STATION DESCRIPTION
 LW2443
 LW2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2443'STATION IS ON THE BEACH OF POTTERS COVE, E SIDE OF CONANICUT
 LW2443'ISLAND, NARRAGANSETT BAY, AND SEPARATED BY A NARROW SALT LAGOON
 LW2443'FROM THE ROAD RUNNING PARALLEL TO THE SHORE.  STATION AND
 LW2443'REFERENCE MARK ARE STANDARD DISKS SET IN CONCRETE IN TOP OF
 LW2443'TILES AS DESCRIBED IN NOTES 6A AND 13A.  THE REFERENCE MARK IS
 LW2443'16.93 METERS (55.54 FEET) S OF THE STATION.
 LW2443
 LW2443                          STATION RECOVERY (1954)
 LW2443
 LW2443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2443'LOST.  NO TRACE OF THE STATION COULD BE FOUND.  NO REFERENCE
 LW2443'MEASUREMENTS WERE GIVEN IN THE ORIGINAL DESCRIPTION, AND THE
 LW2443'STATION COULD NOT BE TIED DOWN TO ANY DEFINITE LOCATION.  THIS
 LW2443'STATION PROBABLY COULD BE RECOVERED BY MORE EXTENSIVE SURVEY
 LW2443'METHODS.
 LW2443
 LW2443                          STATION RECOVERY (1956)
 LW2443
 LW2443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2443'THE STATION WAS NOT RECOVERED.  NUMEROUS RECENT CHANGES HAVE
 LW2443'RENDERED THE DESCRIPTION INADEQUATE FOR RECOVERY.  SEARCH BY TWO
 LW2443'MEN FOR 1-1/2 HOURS FAILED TO DISCLOSE ANY TRACE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2442 ***********************************************************************
 LW2442  DESIGNATION -  POTTERS COVE REAR RANGE
 LW2442  PID         -  LW2442
 LW2442  STATE/COUNTY-  RI/NEWPORT
 LW2442  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2442
 LW2442                         *CURRENT SURVEY CONTROL
 LW2442  ___________________________________________________________________
 LW2442* NAD 83(1996)-  41 30 46.14543(N)    071 22 22.01498(W)     ADJUSTED  
 LW2442* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LW2442  ___________________________________________________________________
 LW2442  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LW2442  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW2442
 LW2442  HORZ ORDER  -  THIRD
 LW2442
 LW2442.The horizontal coordinates were established by classical geodetic methods
 LW2442.and adjusted by the National Geodetic Survey in August 1998..
 LW2442
 LW2442.The orthometric height was scaled from a topographic map.
 LW2442
 LW2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2442
 LW2442.The geoid height was determined by GEOID03.
 LW2442
 LW2442;                    North         East     Units Scale Factor Converg.
 LW2442;SPC RI       -    47,705.963   110,620.061   MT  0.99999514   +0 05 03.5
 LW2442;SPC RI       -   156,515.31    362,925.98   sFT  0.99999514   +0 05 03.5
 LW2442;UTM  19      - 4,598,405.556   301,993.123   MT  1.00008251   -1 34 23.4
 LW2442
 LW2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2442!SPC RI       -   1.00000303  x   0.99999514  =   0.99999817
 LW2442!UTM  19      -   1.00000303  x   1.00008251  =   1.00008554
 LW2442
 LW2442:                Primary Azimuth Mark                     Grid Az
 LW2442:SPC RI       -  GOULD ISLAND 1843                        044 19 22.1
 LW2442:UTM  19      -  GOULD ISLAND 1843                        045 58 49.0
 LW2442
 LW2442|---------------------------------------------------------------------|
 LW2442| PID    Reference Object                     Distance      Geod. Az  |
 LW2442|                                                           dddmmss.s |
 LW2442| LW2376 GOULD ISLAND 1843                   APPROX. 3.4 KM 0442425.6 |
 LW2442| LW2385 WATER TOWER C                       APPROX. 8.7 KM 0605103.0 |
 LW2442| CB8404 POTTERS COVE REAR RANGE RM                         08953     |
 LW2442| LW2444 NEWPORT NAV TRAINING STA CHIM       APPROX. 3.6 KM 0950552.2 |
 LW2442|---------------------------------------------------------------------|
 LW2442
 LW2442                          SUPERSEDED SURVEY CONTROL
 LW2442
 LW2442  NAD 83(1996)-  41 30 46.14487(N)    071 22 22.01433(W) AD(       ) 3
 LW2442  NAD 83(1992)-  41 30 46.14392(N)    071 22 22.01432(W) AD(       ) 3
 LW2442  NAD 83(1992)-  41 30 46.14333(N)    071 22 22.01399(W) AD(       ) 3
 LW2442  NAD 83(1986)-  41 30 46.14312(N)    071 22 22.01213(W) AD(       ) 3
 LW2442  NAD 27      -  41 30 45.78700(N)    071 22 23.78500(W) AD(       ) 3
 LW2442
 LW2442.Superseded values are not recommended for survey control.
 LW2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2442.See file dsdata.txt to determine how the superseded data were derived.
 LW2442
 LW2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0199398406(NAD 83)
 LW2442
 LW2442  HISTORY     - Date     Condition        Report By
 LW2442  HISTORY     - 1915     MONUMENTED       CGS
 LW2442  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2442  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2442
 LW2442                          STATION DESCRIPTION
 LW2442
 LW2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2442'STATION IS ABOUT 600 METERS BACK OF THE BEACH OF POTTERS COVE, E
 LW2442'SIDE OF CONANICUT ISLAND, NARRAGANSETT BAY, AND 587.7 METERS TO
 LW2442'THE WESTWARD OF THE FRONT RANGE.  THE POINT IS MARKED BY A DRILL
 LW2442'HOLE IN THE CENTER OF A CROSS CUT ON A CONGLOMERATE BOULDER WHICH
 LW2442'IS 1 METER E OF A STONE WALL.  A REFERENCE MARK, A STANDARD DISK
 LW2442'SET IN CONCRETE IN TOP OF A TILE AS DESCRIBED IN NOTE 13A, IS
 LW2442'27.29 METERS (89.53 FEET) E BY S FROM THE STATION.
 LW2442
 LW2442                          STATION RECOVERY (1954)
 LW2442
 LW2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2442'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK IS
 LW2442'LEANING TO THE NW.  REVISED DESCRIPTION FOLLOWS--
 LW2442'
 LW2442'STATION IS LOCATED 1.3 MI. N OF JAMESTOWN.  TO REACH FROM THE
 LW2442'JAMESTOWN-NEWPORT FERRY LANDING, GO N ON HIGHWAY 138 FOR 1.3
 LW2442'MI. TO WEEDEN LANE, TURN LEFT FOR 0.15 MI. TO THE FIRST
 LW2442'FARMHOUSE ON THE LEFT AND THE STATION SITE.  THE FARM IS OWNED BY
 LW2442'MR. ANTON VIEIRA.
 LW2442'
 LW2442'THE STATION IS IN A PASTURE, APPROXIMATELY 300 FT. S OF THE
 LW2442'BARN, 110 FT. N-NW OF AN OLD WELL, AND 3.5 FT. E OF A WIRE
 LW2442'FENCE.  IT IS MARKED BY A DRILL HOLE IN THE CENTER OF A CROSS IN
 LW2442'A BOULDER.  THE BOULDER IS APPROXIMATELY 2 FT. HIGH.
 LW2442'
 LW2442'THE REFERENCE MARK IS E OF THE STATION, AND 27 FT. NW OF THE
 LW2442'WELL.  A STANDARD DISK, NOT STAMPED AND SET IN THE TOP OF A TILE
 LW2442'PROJECTING 1 FT.
 LW2442
 LW2442                          STATION RECOVERY (1956)
 LW2442
 LW2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2442'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 LW2442'CONDITION.  THE 1954 RECOVERY NOTE BY L.F.W. IS ADEQUATE WITH THE
 LW2442'FOLLOWING CORRECTION--
 LW2442'
 LW2442'THE FARMHOUSE OF A. VIEIRA IS 0.3 MI. W OF R.I. STATE HIGHWAY 138
 LW2442'ALONG THE E SHORE OF THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2350 ***********************************************************************
 LW2350  DESIGNATION -  POTTERS COVE WINDMILL
 LW2350  PID         -  LW2350
 LW2350  STATE/COUNTY-  RI/NEWPORT
 LW2350  USGS QUAD   -  BRISTOL (1975)
 LW2350
 LW2350                         *CURRENT SURVEY CONTROL
 LW2350  ___________________________________________________________________
 LW2350* NAD 83(1996)-  41 38 19.67429(N)    071 20 40.62448(W)     ADJUSTED  
 LW2350* NAVD 88     -                                                        
 LW2350  ___________________________________________________________________
 LW2350  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 LW2350  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW2350
 LW2350  HORZ ORDER  -  THIRD
 LW2350
 LW2350.The horizontal coordinates were established by classical geodetic methods
 LW2350.and adjusted by the National Geodetic Survey in August 1998..
 LW2350
 LW2350
 LW2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2350
 LW2350.The geoid height was determined by GEOID03.
 LW2350
 LW2350;                    North         East     Units Scale Factor Converg.
 LW2350;SPC RI       -    61,701.727   112,945.991   MT  0.99999581   +0 06 11.7
 LW2350;SPC RI       -   202,433.08    370,556.97   sFT  0.99999581   +0 06 11.7
 LW2350;UTM  19      - 4,612,329.210   304,723.616   MT  1.00006928   -1 33 30.0
 LW2350
 LW2350                          SUPERSEDED SURVEY CONTROL
 LW2350
 LW2350  NAD 83(1996)-  41 38 19.67399(N)    071 20 40.62424(W) AD(       ) 4
 LW2350  NAD 83(1992)-  41 38 19.67264(N)    071 20 40.62356(W) AD(       ) 4
 LW2350  NAD 83(1992)-  41 38 19.67217(N)    071 20 40.62354(W) AD(       ) 4
 LW2350  NAD 83(1986)-  41 38 19.67248(N)    071 20 40.62246(W) AD(       ) 4
 LW2350  NAD 27      -  41 38 19.29100(N)    071 20 42.45000(W) AD(       ) 3
 LW2350
 LW2350.Superseded values are not recommended for survey control.
 LW2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2350.See file dsdata.txt to determine how the superseded data were derived.
 LW2350
 LW2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0472412329(NAD 83)
 LW2350
 LW2350  HISTORY     - Date     Condition        Report By
 LW2350  HISTORY     - UNK      MONUMENTED
 LW2350  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2350
 LW2350                          STATION DESCRIPTION
 LW2350
 LW2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2350'STATION DESTROYED.  THERE IS NO WINDMILL ON PRUDENCE ISLAND AT
 LW2350'THIS DATE, JULY 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2185 ***********************************************************************
 LW2185  DESIGNATION -  POWER
 LW2185  PID         -  LW2185
 LW2185  STATE/COUNTY-  RI/NEWPORT
 LW2185  USGS QUAD   -  TIVERTON (1975)
 LW2185
 LW2185                         *CURRENT SURVEY CONTROL
 LW2185  ___________________________________________________________________
 LW2185* NAD 83(1996)-  41 36 36.33686(N)    071 14 31.69205(W)     ADJUSTED  
 LW2185* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LW2185  ___________________________________________________________________
 LW2185  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LW2185  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW2185
 LW2185  HORZ ORDER  -  THIRD
 LW2185
 LW2185.The horizontal coordinates were established by classical geodetic methods
 LW2185.and adjusted by the National Geodetic Survey in August 1998..
 LW2185
 LW2185.The orthometric height was scaled from a topographic map.
 LW2185
 LW2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2185
 LW2185.The geoid height was determined by GEOID03.
 LW2185
 LW2185;                    North         East     Units Scale Factor Converg.
 LW2185;SPC RI       -    58,534.070   121,493.970   MT  0.99999943   +0 10 16.5
 LW2185;SPC RI       -   192,040.53    398,601.47   sFT  0.99999943   +0 10 16.5
 LW2185;UTM  19      - 4,608,914.926   313,176.619   MT  1.00002953   -1 29 21.6
 LW2185
 LW2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2185!SPC RI       -   1.00000235  x   0.99999943  =   1.00000178
 LW2185!UTM  19      -   1.00000235  x   1.00002953  =   1.00003188
 LW2185
 LW2185:                Primary Azimuth Mark                     Grid Az
 LW2185:SPC RI       -  FISH FACTORY STACK                       028 58 11.8
 LW2185:UTM  19      -  FISH FACTORY STACK                       030 37 49.9
 LW2185
 LW2185|---------------------------------------------------------------------|
 LW2185| PID    Reference Object                     Distance      Geod. Az  |
 LW2185|                                                           dddmmss.s |
 LW2185| LW2205 FISH FACTORY STACK                  APPROX. 4.1 KM 0290828.3 |
 LW2185| LW2292 HUMMOCK 1917                        APPROX. 3.6 KM 0320049.1 |
 LW2185| LW2197 FLAG ON POINT                       APPROX. 2.8 KM 0434722.1 |
 LW2185| LW2298 BAPTIST CHURCH SPIRE                APPROX. 3.9 KM 0481016.6 |
 LW2185| LW2184 CHASE ESTATE GRAY TOWER             APPROX. 2.8 KM 0871521.0 |
 LW2185| LW2183 SCHLEGEL FARM WHITE SILO            APPROX. 3.9 KM 1121052.2 |
 LW2185| LW2196 BLUE HOUSE EAST GABLE               APPROX. 3.8 KM 1725542.9 |
 LW2185| CB8405 POWER RM A                                         18347     |
 LW2185| CB8406 POWER RM B                                         27416     |
 LW2185|---------------------------------------------------------------------|
 LW2185
 LW2185                          SUPERSEDED SURVEY CONTROL
 LW2185
 LW2185  NAD 83(1996)-  41 36 36.33668(N)    071 14 31.69202(W) AD(       ) 3
 LW2185  NAD 83(1992)-  41 36 36.33517(N)    071 14 31.69118(W) AD(       ) 3
 LW2185  NAD 83(1992)-  41 36 36.33474(N)    071 14 31.69068(W) AD(       ) 3
 LW2185  NAD 83(1986)-  41 36 36.33516(N)    071 14 31.68907(W) AD(       ) 3
 LW2185  NAD 27      -  41 36 35.96300(N)    071 14 33.51600(W) AD(       ) 3
 LW2185
 LW2185.Superseded values are not recommended for survey control.
 LW2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2185.See file dsdata.txt to determine how the superseded data were derived.
 LW2185
 LW2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1317708915(NAD 83)
 LW2185
 LW2185  HISTORY     - Date     Condition        Report By
 LW2185  HISTORY     - 1917     MONUMENTED       CGS
 LW2185  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2185  HISTORY     - 1953     SEE DESCRIPTION  CGS
 LW2185  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2185
 LW2185                          STATION DESCRIPTION
 LW2185
 LW2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (RPS)
 LW2185'STATION IS ON THE W SIDE OF THE SAKONNET RIVER, ABOUT 350 METERS
 LW2185'N OF THE STACK OF THE PORTSMOUTH POWER HOUSE AND OVER 100 METERS
 LW2185'INLAND, ON LAND BELONGING TO WILLIAM DUNN.  THE STATION IS ON A
 LW2185'BOULDER IN A GAP OF A DILAPIDATED STONE WALL RUNNING N AND S,
 LW2185'A SHORT DISTANCE E OF WATER STREET, PORTSMOUTH, AND IS MARKED
 LW2185'WITH A STANDARD DISK WEDGED IN A DRILL HOLE IN A BOULDER.  TWO
 LW2185'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE IN THE TOP
 LW2185'OF TILES WHICH ARE EMBEDDED IN THE GROUND, AND ARE,
 LW2185'RESPECTIVELY, 22.82 METERS (74.87 FEET) S BY W AND 55.20
 LW2185'METERS (181.10 FEET) E BY N FROM THE STATION.
 LW2185
 LW2185                          STATION RECOVERY (1935)
 LW2185
 LW2185'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2185'THE STATION WAS FOUND IN EXCELLENT CONDITION AND MARKED AS
 LW2185'NOTED EXCEPT THAT THE DISK IS CEMENTED IN BUT IT IS NOT IN A
 LW2185'DEPRESSION IN THE BOULDER.
 LW2185'
 LW2185'THE REFERENCE MARK S BY W OF THE STATION HAS BEEN BROKEN OFF.  THE
 LW2185'LOWER PART OF THE TILE REMAINS APPARENTLY UNDISTURBED IN THE
 LW2185'GROUND AND MEASURES THE CORRECT DISTANCE FROM THE STATION.  THE
 LW2185'DISK WAS FOUND A FEW FEET AWAY AND WILL BE SENT TO WASHINGTON.
 LW2185'THE MARK IS ON THE E SIDE OF THE DILAPIDATED STONE WALL WHICH IS
 LW2185'NOW ALMOST GONE, MOST OF THE STONES HAVING BEEN REMOVED FROM
 LW2185'THE PREMISES.
 LW2185'
 LW2185'THE SECOND REFERENCE MARK WAS FOUND 181 FEET W OF THE STATION
 LW2185'IN A TILE WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING
 LW2185'GROUND, AND IS ABOUT 5 FEET E OF THE E SIDE OF A STONE WALL ON
 LW2185'THE E SIDE OF WATER STREET, AND 38 FEET S OF THE CENTER OF A
 LW2185'GATEWAY IN THAT WALL.
 LW2185'
 LW2185'THE STATION IS ABOUT 0.1 MILE S OF A PRIVATE CEMETERY,
 LW2185'AND ABOUT 0.3 MILE S OF JOSEPH DUNNS HOUSE.  IT IS ABOUT 0.2
 LW2185'MILE N OF THE POWER STATION OF THE NEWPORT ELECTRIC CORPORATION.
 LW2185'
 LW2185'THE SECOND REFERENCE MARK IS LOOSE IN THE GROUND.
 LW2185
 LW2185                          STATION RECOVERY (1953)
 LW2185
 LW2185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HAP)
 LW2185'THE STATION WAS FOUND IN EXCELLENT CONDITION AND MARKED AS
 LW2185'NOTED.  THE STATION IS 202 FT. E OF A POINT ON THE CENTERLINE
 LW2185'OF WATER STREET, 0.3 MI. N OF THE INTERSECTION OF WATER STREET AND
 LW2185'POWER STREET, AND 0.3 MI. S OF THE INTERSECTION OF WATER STREET
 LW2185'AND CHILDS STREET.
 LW2185'
 LW2185'THE REFERENCE MARK S BY W OF THE STATION WAS RECOVERED
 LW2185'AS DESCRIBED.  IT IS ON THE E SIDE OF THE SAME DILAPIDATED STONE
 LW2185'WALL OF WHICH THE BOULDER HOLDING THE STATION MARK IS A PART.  THE
 LW2185'SECOND REFERENCE MARK WAS RECOVERED AS DESCRIBED.  IT IS 21 FT. E
 LW2185'OF THE CENTERLINE OF WATER STREET.
 LW2185'
 LW2185'THE PORTSMOUTH POWERHOUSE AND STACK HAVE BEEN DESTROYED.  THE
 LW2185'FOUNDATION STILL REMAINS.  THE PRIVATE CEMETERY ON THE E SIDE OF
 LW2185'WATER STREET AND ON THE E SIDE OF THE STONE WALL IS PARTLY OBSCURED
 LW2185'BY GROWTH BUT THE MONUMENT CAN STILL BE SEEN FROM THE
 LW2185'STREET.  JOSEPH DUNNS HOUSE IS NOW CALLED THE TWIN CANNONS.
 LW2185
 LW2185                          STATION RECOVERY (1954)
 LW2185
 LW2185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2185'STATION MARK RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK
 LW2185'THAT WAS 181.10 FT. W OF THE STATION WAS FOUND BROKEN OFF
 LW2185'3 IN. ABOVE THE GROUND, AND THE DISK FOUND ON THE GROUND.  THE
 LW2185'OTHER REFERENCE MARK COULD NOT BE FOUND.  THE PUBLISHED
 LW2185'DESCRIPTION IS ADEQUATE.  THE STATION MARK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5212 ***********************************************************************
 LW5212  DESIGNATION -  PR 001
 LW5212  PID         -  LW5212
 LW5212  STATE/COUNTY-  RI/PROVIDENCE
 LW5212  USGS QUAD   -  PROVIDENCE (1975)
 LW5212
 LW5212                         *CURRENT SURVEY CONTROL
 LW5212  ___________________________________________________________________
 LW5212* NAD 83(1996)-  41 50 05.72697(N)    071 24 53.28623(W)     ADJUSTED  
 LW5212* NAVD 88     -        20.914  (meters)      68.62   (feet)  ADJUSTED  
 LW5212  ___________________________________________________________________
 LW5212  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 LW5212  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW5212  DYNAMIC HT  -          20.908 (meters)      68.60  (feet)  COMP
 LW5212  MODELED GRAV-     980,320.4   (mgal)                       NAVD 88
 LW5212
 LW5212  HORZ ORDER  -  SECOND
 LW5212  VERT ORDER  -  SECOND    CLASS II
 LW5212
 LW5212.The horizontal coordinates were established by classical geodetic methods
 LW5212.and adjusted by the National Geodetic Survey in August 1998..
 LW5212
 LW5212.The orthometric height was determined by differential leveling
 LW5212.and adjusted by the National Geodetic Survey in June 1991..
 LW5212
 LW5212.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5212
 LW5212.The geoid height was determined by GEOID03.
 LW5212
 LW5212.The dynamic height is computed by dividing the NAVD 88
 LW5212.geopotential number by the normal gravity value computed on the
 LW5212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5212.degrees latitude (g = 980.6199 gals.).
 LW5212
 LW5212.The modeled gravity was interpolated from observed gravity values.
 LW5212
 LW5212;                    North         East     Units Scale Factor Converg.
 LW5212;SPC RI       -    83,476.765   107,076.912   MT  0.99999437   +0 03 24.6
 LW5212;SPC RI       -   273,873.35    351,301.50   sFT  0.99999437   +0 03 24.6
 LW5212;SPC MA M     -   842,737.987   207,076.847   MT  0.99998480   +0 03 26.0
 LW5212;SPC MA M     - 2,764,882.88    679,384.62   sFT  0.99998480   +0 03 26.0
 LW5212;UTM  19      - 4,634,267.473   299,489.167   MT  1.00009476   -1 36 40.2
 LW5212
 LW5212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5212!SPC RI       -   1.00000135  x   0.99999437  =   0.99999572
 LW5212!SPC MA M     -   1.00000135  x   0.99998480  =   0.99998615
 LW5212!UTM  19      -   1.00000135  x   1.00009476  =   1.00009611
 LW5212
 LW5212                          SUPERSEDED SURVEY CONTROL
 LW5212
 LW5212  NAD 83(1996)-  41 50 05.72681(N)    071 24 53.28618(W) AD(       ) 2
 LW5212  NAD 83(1992)-  41 50 05.72548(N)    071 24 53.28552(W) AD(       ) 2
 LW5212  NAD 83(1992)-  41 50 05.72534(N)    071 24 53.28553(W) AD(       ) 2
 LW5212  NAD 83(1986)-  41 50 05.72435(N)    071 24 53.28502(W) AD(       ) 2
 LW5212  NGVD 29 (12/24/91)   21.16   (m)           69.4    (f) LEVELING    3  
 LW5212
 LW5212.Superseded values are not recommended for survey control.
 LW5212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5212.See file dsdata.txt to determine how the superseded data were derived.
 LW5212
 LW5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9948934267(NAD 83)
 LW5212_MARKER: DD = SURVEY DISK
 LW5212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5212_SP_SET: CONCRETE POST
 LW5212_STAMPING: PR 001 1984
 LW5212_MARK LOGO: RIGS  
 LW5212_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5212+STABILITY: SURFACE MOTION
 LW5212
 LW5212  HISTORY     - Date     Condition        Report By
 LW5212  HISTORY     - 1984     MONUMENTED       RIGS
 LW5212  HISTORY     - 1984     GOOD             RIGS
 LW5212
 LW5212                          STATION DESCRIPTION
 LW5212
 LW5212'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5212'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 LW5212'SOUTHWEST OF PAWTUCKET,
 LW5212'3.6 KM (2.25 MI) NORTHWEST OF EAST PROVIDENCE, AND
 LW5212'0.5 KM (0.3 MI) NORTH OF THE STATE CAPITOL.
 LW5212'OWNERSHIP--STATE RIGHT OF WAY.
 LW5212'
 LW5212'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 95 BRIDGE UNDER
 LW5212'US HIGHWAY 44 (SMITH STREET) WHICH IS ABOUT 0.3 KM (0.2 MI)
 LW5212'NORTHWEST OF THE STATE CAPITOL, GO NORTH FOR
 LW5212'0.03 KM (0.02 MI) ON HIGHWAY 95 TO THE STATE OFFICES EXIT (23),
 LW5212'CONTINUE ALONG THE EXIT TO ORMS STREET AND THE STATION ON THE
 LW5212'RIGHT WITHIN A GRASSY AREA.
 LW5212'
 LW5212'THE STATION IS A STANDARD RIGS DISK
 LW5212'STAMPED---PR 001 1985---,
 LW5212'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5212'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5212'15.4 METERS (50.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF ORMS
 LW5212'STREET,
 LW5212'6.7 METERS (22.0 FT) WEST-SOUTHWEST FROM A 6 INCH BLUE SPRUCE,
 LW5212'4.9 METERS (16.0 FT) NORTH-NORTHEAST FROM AN UNNUMBERED UTILITY
 LW5212'POLE,
 LW5212'0.85 METERS (2.8 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5212'
 LW5212'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5212
 LW5212                          STATION RECOVERY (1984)
 LW5212
 LW5212'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5212'IN PROVIDENCE.
 LW5212'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHWEST OF PAWTUCKET,
 LW5212'3.6 KM (2.25 MI) NORTHWEST OF EAST PROVIDENCE, AND 0.5 KM (0.3 MI)
 LW5212'NORTH OF THE STATE CAPITOL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH
 LW5212'THE STATION FROM THE INTERSTATE HIGHWAY 95 BRIDGE UNDER US HIGHWAY 44
 LW5212'(SMITH STREET) WHICH IS ABOUT 0.3 KM (0.2 MI) NORTHWEST OF THE STATE
 LW5212'CAPITOL, GO NORTH FOR 0.03 KM (0.02 MI) ON HIGHWAY 95 TO THE STATE
 LW5212'OFFICES EXIT (23), CONTINUE ALONG THE EXIT TO ORMS STREET AND THE
 LW5212'STATION ON THE RIGHT WITHIN A GRASSY AREA.  THE STATION IS A STANDARD
 LW5212'RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LW5212'DIAMETER FLUSH WITH GROUND.  LOCATED 15.4 METERS (50.5 FT)
 LW5212'NORTH-NORTHEAST FROM THE CENTERLINE OF ORMS STREET, 6.7 METERS (22.0
 LW5212'FT) WEST-SOUTHWEST FROM A 6 INCH BLUE SPRUCE, 4.9 METERS (16.0 FT)
 LW5212'NORTH-NORTHEAST FROM AN UNNUMBERED UTILITY POLE, 0.85 METERS (2.8 FT)
 LW5212'SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5210 ***********************************************************************
 LW5210  DESIGNATION -  PR 002
 LW5210  PID         -  LW5210
 LW5210  STATE/COUNTY-  RI/PROVIDENCE
 LW5210  USGS QUAD   -  PROVIDENCE (1975)
 LW5210
 LW5210                         *CURRENT SURVEY CONTROL
 LW5210  ___________________________________________________________________
 LW5210* NAD 83(1996)-  41 49 22.26328(N)    071 25 14.88210(W)     ADJUSTED  
 LW5210* NAVD 88     -        21.635  (meters)      70.98   (feet)  ADJUSTED  
 LW5210  ___________________________________________________________________
 LW5210  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LW5210  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW5210  DYNAMIC HT  -          21.629 (meters)      70.96  (feet)  COMP
 LW5210  MODELED GRAV-     980,317.7   (mgal)                       NAVD 88
 LW5210
 LW5210  HORZ ORDER  -  SECOND
 LW5210  VERT ORDER  -  SECOND    CLASS II
 LW5210
 LW5210.The horizontal coordinates were established by classical geodetic methods
 LW5210.and adjusted by the National Geodetic Survey in August 1998..
 LW5210
 LW5210.The orthometric height was determined by differential leveling
 LW5210.and adjusted by the National Geodetic Survey in June 1991..
 LW5210
 LW5210.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5210
 LW5210.The geoid height was determined by GEOID03.
 LW5210
 LW5210.The dynamic height is computed by dividing the NAVD 88
 LW5210.geopotential number by the normal gravity value computed on the
 LW5210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5210.degrees latitude (g = 980.6199 gals.).
 LW5210
 LW5210.The modeled gravity was interpolated from observed gravity values.
 LW5210
 LW5210;                    North         East     Units Scale Factor Converg.
 LW5210;SPC RI       -    82,135.322   106,579.859   MT  0.99999428   +0 03 10.1
 LW5210;SPC RI       -   269,472.30    349,670.75   sFT  0.99999428   +0 03 10.1
 LW5210;SPC MA M     -   841,396.552   206,579.808   MT  0.99998616   +0 03 11.5
 LW5210;SPC MA M     - 2,760,481.85    677,753.92   sFT  0.99998616   +0 03 11.5
 LW5210;UTM  19      - 4,632,940.929   298,953.228   MT  1.00009741   -1 36 53.3
 LW5210
 LW5210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5210!SPC RI       -   1.00000124  x   0.99999428  =   0.99999552
 LW5210!SPC MA M     -   1.00000124  x   0.99998616  =   0.99998740
 LW5210!UTM  19      -   1.00000124  x   1.00009741  =   1.00009865
 LW5210
 LW5210                          SUPERSEDED SURVEY CONTROL
 LW5210
 LW5210  NAD 83(1996)-  41 49 22.26311(N)    071 25 14.88204(W) AD(       ) 2
 LW5210  NAD 83(1992)-  41 49 22.26185(N)    071 25 14.88136(W) AD(       ) 2
 LW5210  NAD 83(1992)-  41 49 22.26171(N)    071 25 14.88137(W) AD(       ) 2
 LW5210  NAD 83(1986)-  41 49 22.26089(N)    071 25 14.88098(W) AD(       ) 2
 LW5210  NGVD 29 (12/24/91)   21.89   (m)           71.8    (f) LEVELING    3  
 LW5210
 LW5210.Superseded values are not recommended for survey control.
 LW5210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5210.See file dsdata.txt to determine how the superseded data were derived.
 LW5210
 LW5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9895332941(NAD 83)
 LW5210_MARKER: DD = SURVEY DISK
 LW5210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5210_SP_SET: CONCRETE POST
 LW5210_STAMPING: PR 002 1984
 LW5210_MARK LOGO: RIGS  
 LW5210_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5210+STABILITY: SURFACE MOTION
 LW5210
 LW5210  HISTORY     - Date     Condition        Report By
 LW5210  HISTORY     - 1984     MONUMENTED       RIGS
 LW5210  HISTORY     - 1984     GOOD             RIGS
 LW5210  HISTORY     - 1987     GOOD             RIGS
 LW5210
 LW5210                          STATION DESCRIPTION
 LW5210
 LW5210'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5210'THE STATION IS LOCATED ABOUT 7.25 KM (4.5 MI)
 LW5210'SOUTHWEST OF PAWTUCKET,
 LW5210'3.85 KM (2.4 MI) WEST OF EAST PROVIDENCE, AND
 LW5210'1.1 KM (0.7 MI) SOUTHWEST OF THE STATE CAPITOL.
 LW5210'OWNERSHIP--STATE RIGHT OF WAY.
 LW5210'
 LW5210'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 95 UNDERPASS UNDER
 LW5210'US HIGHWAY 44 (SMITH STREET), WHICH IS ABOUT 0.3 KM (0.2 MI)
 LW5210'NORTHWEST OF THE STATE CAPITOL, GO SOUTH FOR
 LW5210'0.8 KM (0.5 MI) ON HIGHWAY 95 TO THE ATWELLS AVENUE EXIT RAMP (EXIT
 LW5210'21), TAKE EXIT TO THE INTERSECTION OF ATWELLS AVENUE AND AN ACCESS
 LW5210'ROAD PARRELLING INTERSTATE 95 SOUTHBOUND.  THE STATION IS LOCATED
 LW5210'ON THE GROUNDS OF 100 ATWELLS AVENUE, OFF THE SOUTHWEST CORNER OF
 LW5210'THE INTERSECTION, AND IN A MOWED GRASS AREA RETAINED BY A STONE
 LW5210'WALL.
 LW5210'
 LW5210'THE STATION IS A STANDARD RIGS DISK
 LW5210'STAMPED---PR 002 1984---,
 LW5210'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5210'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5210'35.5 METERS (116.5 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 LW5210'CENTERLINE OF ATWELLS AVENUE,
 LW5210'18.6 METERS (61.0 FT) EAST FROM THE NORTHEAST CORNER OF A WHITE
 LW5210'CONCRETE SIXTEEN STORY HOME FOR THE ELDERLY (100 ATWELLS AVENUE),
 LW5210'15.1 METERS (49.5 FT) WEST-NORTHWEST FROM THE  APPROXIMATE
 LW5210'CENTERLINE OF SERVICE ROAD 7 PARRALELL TO INTERSTATE 95.
 LW5210'
 LW5210'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5210
 LW5210                          STATION RECOVERY (1984)
 LW5210
 LW5210'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5210'IN PROVIDENCE.
 LW5210'THE STATION IS LOCATED ABOUT 7.25 KM (4.5 MI) SOUTHWEST OF PAWTUCKET,
 LW5210'3.85 KM (2.4 MI) WEST OF EAST PROVIDENCE, AND 1.1 KM (0.7 MI)
 LW5210'SOUTHWEST OF THE STATE CAPITOL.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5210'REACH THE STATION FROM THE INTERSTATE HIGHWAY 95 UNDERPASS UNDER US
 LW5210'HIGHWAY 44 (SMITH STREET), WHICH IS ABOUT 0.3 KM (0.2 MI) NORTHWEST
 LW5210'OF THE STATE CAPITOL, GO SOUTH FOR 0.8 KM (0.5 MI) ON HIGHWAY 95 TO
 LW5210'THE ATWELLS AVENUE EXIT RAMP (EXIT 21), TAKE EXIT TO THE INTERSECTION
 LW5210'OF ATWELLS AVENUE AND AN ACCESS ROAD PARRELLING INTERSTATE 95
 LW5210'SOUTHBOUND.  THE STATION IS LOCATED ON THE GROUNDS OF 100 ATWELLS
 LW5210'AVENUE, OFF THE SOUTHWEST CORNER OF THE INTERSECTION, AND IN A MOWED
 LW5210'GRASS AREA RETAINED BY A STONE WALL.  THE STATION IS A STANDARD RIGS
 LW5210'DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW5210'FLUSH WITH GROUND.  LOCATED 35.5 METERS (116.5 FT) SOUTH-SOUTHWEST
 LW5210'FROM THE APPROXIMATE CENTERLINE OF ATWELLS AVENUE, 18.6 METERS (61.0
 LW5210'FT) EAST FROM THE NORTHEAST CORNER OF A WHITE CONCRETE SIXTEEN STORY
 LW5210'HOME FOR THE ELDERLY (100 ATWELLS AVENUE), 15.1 METERS (49.5 FT)
 LW5210'WEST-NORTHWEST FROM THE APPROXIMATE CENTERLINE OF SERVICE ROAD 7
 LW5210'PARRALELL TO INTERSTATE 95.
 LW5210
 LW5210                          STATION RECOVERY (1987)
 LW5210
 LW5210'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5719 ***********************************************************************
 LW5719  DESIGNATION -  PR 003
 LW5719  PID         -  LW5719
 LW5719  STATE/COUNTY-  RI/PROVIDENCE
 LW5719  USGS QUAD   -  PROVIDENCE (1975)
 LW5719
 LW5719                         *CURRENT SURVEY CONTROL
 LW5719  ___________________________________________________________________
 LW5719* NAD 83(1996)-  41 49 47.19742(N)    071 24 26.38082(W)     ADJUSTED  
 LW5719* NAVD 88     -        45.2    (meters)     148.     (feet)  VERTCON   
 LW5719  ___________________________________________________________________
 LW5719  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 LW5719  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW5719
 LW5719  HORZ ORDER  -  SECOND
 LW5719
 LW5719.The horizontal coordinates were established by classical geodetic methods
 LW5719.and adjusted by the National Geodetic Survey in August 1998..
 LW5719
 LW5719.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5719
 LW5719.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5719
 LW5719.The geoid height was determined by GEOID03.
 LW5719
 LW5719;                    North         East     Units Scale Factor Converg.
 LW5719;SPC RI       -    82,905.723   107,698.326   MT  0.99999448   +0 03 42.5
 LW5719;SPC RI       -   271,999.86    353,340.26   sFT  0.99999448   +0 03 42.5
 LW5719;SPC MA M     -   842,166.955   207,698.260   MT  0.99998538   +0 03 44.1
 LW5719;SPC MA M     - 2,763,009.42    681,423.37   sFT  0.99998538   +0 03 44.1
 LW5719;UTM  19      - 4,633,678.527   300,093.757   MT  1.00009178   -1 36 21.7
 LW5719
 LW5719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5719!SPC RI       -   0.99999755  x   0.99999448  =   0.99999203
 LW5719!SPC MA M     -   0.99999755  x   0.99998538  =   0.99998293
 LW5719!UTM  19      -   0.99999755  x   1.00009178  =   1.00008933
 LW5719
 LW5719                          SUPERSEDED SURVEY CONTROL
 LW5719
 LW5719  NAD 83(1996)-  41 49 47.19727(N)    071 24 26.38076(W) AD(       ) 2
 LW5719  NAD 83(1992)-  41 49 47.19590(N)    071 24 26.38013(W) AD(       ) 2
 LW5719  NAD 83(1992)-  41 49 47.19575(N)    071 24 26.38014(W) AD(       ) 2
 LW5719  NAD 83(1986)-  41 49 47.19487(N)    071 24 26.37978(W) AD(       ) 2
 LW5719  NGVD 29 (12/24/91)   45.4    (m)          149.     (f) VERT ANG       
 LW5719
 LW5719.Superseded values are not recommended for survey control.
 LW5719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5719.See file dsdata.txt to determine how the superseded data were derived.
 LW5719
 LW5719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0009433679(NAD 83)
 LW5719_MARKER: DD = SURVEY DISK
 LW5719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW5719_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5719+STABILITY: SURFACE MOTION
 LW5719
 LW5719  HISTORY     - Date     Condition        Report By
 LW5719  HISTORY     - 1985     MONUMENTED       RIGS
 LW5719  HISTORY     - 1987     GOOD             RIGS
 LW5719
 LW5719                          STATION DESCRIPTION
 LW5719
 LW5719'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5719'THE STATION IS LOCATED ABOUT 5.8 KM (3.65 MI)
 LW5719'SOUTH-SOUTHWEST OF PAWTUCKET,
 LW5719'3.0 KM (1.85 MI) WEST-NORTHWEST OF EAST PROVIDENCE, AND
 LW5719'0.65 KM (0.4 MI) EAST OF THE STATE CAPITOL.
 LW5719'OWNERSHIP--CITY OF PROVIDENCE.
 LW5719'
 LW5719'TO REACH THE STATION FROM THE RHODE ISLAND STATE CAPITOL,  GO
 LW5719'EAST FOR 0.3 KM (0.2 MI) ON SMITH STREET TO NORTH MAIN STREET,
 LW5719'TURN LEFT AND GO NORTH FOR 0.08 KM (0.05 MI) ON NORTH MAIN STREET,
 LW5719'TURN RIGHT AND GO EAST FOR 0.16 KM (0.1 MI) ON STAR STREET,
 LW5719'TURN LEFT AND GO NORTH FOR 0.08 KM (0.05 MI) ON BENEFIT STREET,
 LW5719'TURN RIGHT AND GO EAST FOR 0.16 KM (0.1 MI) ON JENCKES STREET,
 LW5719'TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON CONGDON STREET TO
 LW5719'PROSPECT PARK AND THE ROGER WILLIAMS STATUE AND THE STATION ON
 LW5719'THE RIGHT.
 LW5719'
 LW5719'THE STATION IS A STANDARD RIGS DISK
 LW5719'STAMPED---PR 003 1985---,
 LW5719'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5719'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5719'4.1 METERS (13.5 FT) WEST-NORTHWEST FROM THE SOUTHEAST CORNER OF
 LW5719'THE IRON FENCE SURROUNDING THE ROGER WILLIAMS STATUE,
 LW5719'3.3 METERS (11.0 FT) NORTH-NORTHWEST FROM THE CORNER OF A
 LW5719'NORTH-SOUTH, EAST-WEST CONCRETE WALK AT GRASS,
 LW5719'1.4 METERS (4.5 FT) EAST-SOUTHEAST FROM THE FACE OF THE HIGH WALL
 LW5719'SOUTH OF THE MONUMENT.
 LW5719'
 LW5719'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5719
 LW5719                          STATION RECOVERY (1987)
 LW5719
 LW5719'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5719'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW5719'
 LW5719'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5215 ***********************************************************************
 LW5215  DESIGNATION -  PR 004
 LW5215  PID         -  LW5215
 LW5215  STATE/COUNTY-  RI/PROVIDENCE
 LW5215  USGS QUAD   -  PROVIDENCE (1975)
 LW5215
 LW5215                         *CURRENT SURVEY CONTROL
 LW5215  ___________________________________________________________________
 LW5215* NAD 83(1996)-  41 51 18.48353(N)    071 24 17.58110(W)     ADJUSTED  
 LW5215* NAVD 88     -        16.797  (meters)      55.11   (feet)  ADJUSTED  
 LW5215  ___________________________________________________________________
 LW5215  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 LW5215  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LW5215  DYNAMIC HT  -          16.791 (meters)      55.09  (feet)  COMP
 LW5215  MODELED GRAV-     980,323.8   (mgal)                       NAVD 88
 LW5215
 LW5215  HORZ ORDER  -  SECOND
 LW5215  VERT ORDER  -  SECOND    CLASS II
 LW5215
 LW5215.The horizontal coordinates were established by classical geodetic methods
 LW5215.and adjusted by the National Geodetic Survey in August 1998..
 LW5215
 LW5215.The orthometric height was determined by differential leveling
 LW5215.and adjusted by the National Geodetic Survey in June 1991..
 LW5215
 LW5215.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5215
 LW5215.The geoid height was determined by GEOID03.
 LW5215
 LW5215.The dynamic height is computed by dividing the NAVD 88
 LW5215.geopotential number by the normal gravity value computed on the
 LW5215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5215.degrees latitude (g = 980.6199 gals.).
 LW5215
 LW5215.The modeled gravity was interpolated from observed gravity values.
 LW5215
 LW5215;                    North         East     Units Scale Factor Converg.
 LW5215;SPC RI       -    85,722.364   107,898.263   MT  0.99999452   +0 03 48.5
 LW5215;SPC RI       -   281,240.79    353,996.22   sFT  0.99999452   +0 03 48.5
 LW5215;SPC MA M     -   844,983.567   207,898.173   MT  0.99998263   +0 03 50.0
 LW5215;SPC MA M     - 2,772,250.25    682,079.26   sFT  0.99998263   +0 03 50.0
 LW5215;UTM  19      - 4,636,488.425   300,375.634   MT  1.00009039   -1 36 18.7
 LW5215
 LW5215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5215!SPC RI       -   1.00000198  x   0.99999452  =   0.99999650
 LW5215!SPC MA M     -   1.00000198  x   0.99998263  =   0.99998461
 LW5215!UTM  19      -   1.00000198  x   1.00009039  =   1.00009237
 LW5215
 LW5215                          SUPERSEDED SURVEY CONTROL
 LW5215
 LW5215  NAD 83(1996)-  41 51 18.48339(N)    071 24 17.58107(W) AD(       ) 2
 LW5215  NAD 83(1992)-  41 51 18.48204(N)    071 24 17.58023(W) AD(       ) 2
 LW5215  NAD 83(1992)-  41 51 18.48191(N)    071 24 17.58024(W) AD(       ) 2
 LW5215  NAD 83(1986)-  41 51 18.48046(N)    071 24 17.57947(W) AD(       ) 2
 LW5215  NGVD 29 (12/24/91)   17.04   (m)           55.9    (f) LEVELING    3  
 LW5215
 LW5215.Superseded values are not recommended for survey control.
 LW5215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5215.See file dsdata.txt to determine how the superseded data were derived.
 LW5215
 LW5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0037636488(NAD 83)
 LW5215_MARKER: DD = SURVEY DISK
 LW5215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5215_SP_SET: CONCRETE POST
 LW5215_STAMPING: PR 004 1984
 LW5215_MARK LOGO: RIGS  
 LW5215_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5215+STABILITY: SURFACE MOTION
 LW5215
 LW5215  HISTORY     - Date     Condition        Report By
 LW5215  HISTORY     - 1984     MONUMENTED       RIGS
 LW5215  HISTORY     - 1984     GOOD             RIGS
 LW5215
 LW5215                          STATION DESCRIPTION
 LW5215
 LW5215'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5215'THE STATION IS LOCATED ABOUT 4.7 KM (2.95 MI)
 LW5215'NORTHWEST OF EAST PROVIDENCE,
 LW5215'3.3 KM (2.05 MI) SOUTHWEST OF PAWTUCKET, AND
 LW5215'2.9 KM (1.75 MI) NORTHEAST OF THE STATE CAPITOL.
 LW5215'OWNERSHIP--STATE RIGHT OF WAY.
 LW5215'
 LW5215'TO REACH THE STATION FROM INTERSTATE HIGHWAY 95 NORTHBOUND TAKE
 LW5215'EXIT 25 (SMITHFIELD AVENUE STATE HIGHWAY 126), WHICH IS ABOUT 2.65
 LW5215'KM (1.65 MI) NORTHEAST OF THE STATE CAPITOL, GO
 LW5215'NORTH FOR 0.56 KM (0.35 MI) ON THIS EXIT, WHICH RUNS PARALLEL TO
 LW5215'HIGHWAY 95, UNTIL THE EXIT FOR HIGHWAY 126 IS REACHED,
 LW5215'GO 0.16 KM (0.1 MI) ON THE EXIT FOR HIGHWAY 126
 LW5215'(SMITHFIELD AVENUE) TO THE STATION ON THE LEFT, SET IN A GRASSY
 LW5215'ISLAND NORTH OF HIGHWAY 126.
 LW5215'
 LW5215'THE STATION IS A STANDARD RIGS DISK
 LW5215'STAMPED---PR 004 1984---,
 LW5215'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5215'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5215'24.7 METERS (81.0 FT) SOUTHWEST FROM THE CENTER OF A DROP INLET
 LW5215'GRATE,
 LW5215'15.5 METERS (50.9 FT) SOUTHWEST FROM THE FACE OF AN ALUMINUM LIGHT
 LW5215'POLE R 152/606,
 LW5215'14.5 METERS (47.4 FT) NORTHEAST FROM THE CENTERLINE OF SMITHFIELD
 LW5215'AVENUE,
 LW5215'1.8 METERS (5.9 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5215'
 LW5215'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5215
 LW5215                          STATION RECOVERY (1984)
 LW5215
 LW5215'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5215'IN PROVIDENCE.
 LW5215'THE STATION IS LOCATED ABOUT 4.7 KM (2.95 MI) NORTHWEST OF EAST
 LW5215'PROVIDENCE, 3.3 KM (2.05 MI) SOUTHWEST OF PAWTUCKET, AND 2.9 KM (1.75
 LW5215'MI) NORTHEAST OF THE STATE CAPITOL.  OWNERSHIP--STATE RIGHT OF WAY.
 LW5215'TO REACH THE STATION FROM INTERSTATE HIGHWAY 95 NORTHBOUND TAKE EXIT
 LW5215'25 (SMITHFIELD AVENUE STATE HIGHWAY 126), WHICH IS ABOUT 2.65 KM
 LW5215'(1.65 MI) NORTHEAST OF THE STATE CAPITOL, GO NORTH FOR 0.56 KM (0.35
 LW5215'MI) ON THIS EXIT, WHICH RUNS PARALLEL TO HIGHWAY 95, UNTIL THE EXIT
 LW5215'FOR HIGHWAY 126 IS REACHED, GO 0.16 KM (0.1 MI) ON THE EXIT FOR
 LW5215'HIGHWAY 126 (SMITHFIELD AVENUE) TO THE STATION ON THE LEFT, SET IN A
 LW5215'GRASSY ISLAND NORTH OF HIGHWAY 126.  THE STATION IS A STANDARD RIGS
 LW5215'DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW5215'FLUSH WITH GROUND.  LOCATED 24.7 METERS (81.0 FT) SOUTHWEST FROM THE
 LW5215'CENTER OF A DROP INLET GRATE, 15.5 METERS (50.9 FT) SOUTHWEST FROM
 LW5215'THE FACE OF AN ALUMINUM LIGHT POLE R 152/606, 14.5 METERS (47.4 FT)
 LW5215'NORTHEAST FROM THE CENTERLINE OF SMITHFIELD AVENUE, 1.8 METERS (5.9
 LW5215'FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5202 ***********************************************************************
 LW5202  DESIGNATION -  PR 005
 LW5202  PID         -  LW5202
 LW5202  STATE/COUNTY-  RI/PROVIDENCE
 LW5202  USGS QUAD   -  PROVIDENCE (1975)
 LW5202
 LW5202                         *CURRENT SURVEY CONTROL
 LW5202  ___________________________________________________________________
 LW5202* NAD 83(1996)-  41 47 46.77709(N)    071 24 17.69239(W)     ADJUSTED  
 LW5202* NAVD 88     -        14.372  (meters)      47.15   (feet)  ADJUSTED  
 LW5202  ___________________________________________________________________
 LW5202  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 LW5202  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW5202  DYNAMIC HT  -          14.368 (meters)      47.14  (feet)  COMP
 LW5202  MODELED GRAV-     980,314.6   (mgal)                       NAVD 88
 LW5202
 LW5202  HORZ ORDER  -  SECOND
 LW5202  VERT ORDER  -  SECOND    CLASS II
 LW5202
 LW5202.The horizontal coordinates were established by classical geodetic methods
 LW5202.and adjusted by the National Geodetic Survey in August 1998..
 LW5202
 LW5202.The orthometric height was determined by differential leveling
 LW5202.and adjusted by the National Geodetic Survey in June 1991..
 LW5202
 LW5202.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5202
 LW5202.The geoid height was determined by GEOID03.
 LW5202
 LW5202.The dynamic height is computed by dividing the NAVD 88
 LW5202.geopotential number by the normal gravity value computed on the
 LW5202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5202.degrees latitude (g = 980.6199 gals.).
 LW5202
 LW5202.The modeled gravity was interpolated from observed gravity values.
 LW5202
 LW5202;                    North         East     Units Scale Factor Converg.
 LW5202;SPC RI       -    79,190.675   107,902.924   MT  0.99999452   +0 03 48.1
 LW5202;SPC RI       -   259,811.41    354,011.51   sFT  0.99999452   +0 03 48.1
 LW5202;SPC MA M     -   838,451.935   207,902.887   MT  0.99998930   +0 03 49.9
 LW5202;SPC MA M     - 2,750,821.06    682,094.72   sFT  0.99998930   +0 03 49.9
 LW5202;UTM  19      - 4,629,958.738   300,190.186   MT  1.00009131   -1 36 12.1
 LW5202
 LW5202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5202!SPC RI       -   1.00000239  x   0.99999452  =   0.99999691
 LW5202!SPC MA M     -   1.00000239  x   0.99998930  =   0.99999169
 LW5202!UTM  19      -   1.00000239  x   1.00009131  =   1.00009370
 LW5202
 LW5202                          SUPERSEDED SURVEY CONTROL
 LW5202
 LW5202  NAD 83(1996)-  41 47 46.77690(N)    071 24 17.69226(W) AD(       ) 2
 LW5202  NAD 83(1992)-  41 47 46.77558(N)    071 24 17.69159(W) AD(       ) 2
 LW5202  NAD 83(1992)-  41 47 46.77540(N)    071 24 17.69160(W) AD(       ) 2
 LW5202  NAD 83(1986)-  41 47 46.77478(N)    071 24 17.69119(W) AD(       ) 2
 LW5202  NGVD 29 (12/24/91)   14.62   (m)           48.0    (f) LEVELING    3  
 LW5202
 LW5202.Superseded values are not recommended for survey control.
 LW5202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5202.See file dsdata.txt to determine how the superseded data were derived.
 LW5202
 LW5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0019029959(NAD 83)
 LW5202_MARKER: DD = SURVEY DISK
 LW5202_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW5202_SP_SET: D
 LW5202_STAMPING: PR 005 1984
 LW5202_MARK LOGO: RIGS  
 LW5202_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5202
 LW5202  HISTORY     - Date     Condition        Report By
 LW5202  HISTORY     - 1984     MONUMENTED       RIGS
 LW5202  HISTORY     - 1984     GOOD             RIGS
 LW5202
 LW5202                          STATION DESCRIPTION
 LW5202
 LW5202'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5202'THE STATION IS LOCATED ABOUT 9.5 KM (5.9 MI)
 LW5202'SOUTH-SOUTHWEST OF PAWTUCKET,
 LW5202'4.0 KM (2.5 MI) SOUTH OF RHODE ISLAND STATE CAPITOL IN
 LW5202'PROVIDENCE, AND
 LW5202'3.6 KM (2.25 MI) SOUTHWEST OF EAST PROVIDENCE.
 LW5202'OWNERSHIP--STATE RIGHT OF WAY.
 LW5202'
 LW5202'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 1 AND STATE
 LW5202'HIGHWAY 117, WHICH IS ABOUT 2.2 KM (1.35 MI) SOUTH-SOUTHWEST OF THE
 LW5202'STATE CAPITOL, GO SOUTH FOR 2.3 KM (1.4 MI) ON HIGHWAY 117 TO THE
 LW5202'INTERSECTION OF HIGHWAY 117 AND BYFIELD STREET, WHICH IS JUST
 LW5202'BEFORE THE BROAD STREET BRIDGE OVER INTERSTATE 95, TURN LEFT ON
 LW5202'BYFIELD STREET AND,
 LW5202'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 LW5202'0.5 KM (0.3 MI) ON BYFIELD STREET TO EDDY STREET, TURN RIGHT AND
 LW5202'CROSS THE EDDY STREET BRIDGE OVER HIGHWAY 95 TO THE STATION ON THE
 LW5202'RIGHT.
 LW5202'
 LW5202'THE STATION IS A STANDARD RIGS DISK
 LW5202'STAMPED---PR 005 1984---,
 LW5202'SET INTO A DRILL HOLE IN A CONCRETE SIDEWALK.
 LW5202'12.2 METERS (40.0 FT) WEST-NORTHWEST FROM A NET+T CO POLE 184,
 LW5202'6.1 METERS (20.0 FT) WEST FROM THE CENTERLINE OF THE EDDY STREET
 LW5202'BRIDGE,
 LW5202'1.35 METERS (4.3 FT) EAST FROM THE ENDWALL AT THE SOUTHWEST CORNER
 LW5202'OF THE BRIDGE.
 LW5202'
 LW5202'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5202
 LW5202                          STATION RECOVERY (1984)
 LW5202
 LW5202'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5202'IN PROVIDENCE.
 LW5202'THE STATION IS LOCATED ABOUT 9.5 KM (5.9 MI) SOUTH-SOUTHWEST OF
 LW5202'PAWTUCKET, 4.0 KM (2.5 MI) SOUTH OF RHODE ISLAND STATE CAPITOL IN
 LW5202'PROVIDENCE, AND 3.6 KM (2.25 MI) SOUTHWEST OF EAST PROVIDENCE.
 LW5202'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5202'JUNCTION OF US HIGHWAY 1 AND STATE HIGHWAY 117, WHICH IS ABOUT 2.2 KM
 LW5202'(1.35 MI) SOUTH-SOUTHWEST OF THE STATE CAPITOL, GO SOUTH FOR 2.3 KM
 LW5202'(1.4 MI) ON HIGHWAY 117 TO THE INTERSECTION OF HIGHWAY 117 AND
 LW5202'BYFIELD STREET, WHICH IS JUST BEFORE THE BROAD STREET BRIDGE OVER
 LW5202'INTERSTATE 95, TURN LEFT ON BYFIELD STREET AND, CONTINUE STRAIGHT
 LW5202'AHEAD AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON BYFIELD STREET TO EDDY
 LW5202'STREET, TURN RIGHT AND CROSS THE EDDY STREET BRIDGE OVER HIGHWAY 95
 LW5202'TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD RIGS DISK SET
 LW5202'INTO A DRILL HOLE IN A CONCRETE SIDEWALK.  12.2 METERS (40.0 FT)
 LW5202'WEST-NORTHWEST FROM A NET+T CO POLE 184, 6.1 METERS (20.0 FT) WEST
 LW5202'FROM THE CENTERLINE OF THE EDDY STREET BRIDGE, 1.35 METERS (4.3 FT)
 LW5202'EAST FROM THE ENDWALL AT THE SOUTHWEST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5201 ***********************************************************************
 LW5201  DESIGNATION -  PR 006
 LW5201  PID         -  LW5201
 LW5201  STATE/COUNTY-  RI/PROVIDENCE
 LW5201  USGS QUAD   -  PROVIDENCE (1975)
 LW5201
 LW5201                         *CURRENT SURVEY CONTROL
 LW5201  ___________________________________________________________________
 LW5201* NAD 83(1996)-  41 47 39.87588(N)    071 24 35.16704(W)     ADJUSTED  
 LW5201* NAVD 88     -        18.505  (meters)      60.71   (feet)  ADJUSTED  
 LW5201  ___________________________________________________________________
 LW5201  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 LW5201  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW5201  DYNAMIC HT  -          18.499 (meters)      60.69  (feet)  COMP
 LW5201  MODELED GRAV-     980,313.5   (mgal)                       NAVD 88
 LW5201
 LW5201  HORZ ORDER  -  SECOND
 LW5201  VERT ORDER  -  SECOND    CLASS II
 LW5201
 LW5201.The horizontal coordinates were established by classical geodetic methods
 LW5201.and adjusted by the National Geodetic Survey in August 1998..
 LW5201
 LW5201.The orthometric height was determined by differential leveling
 LW5201.and adjusted by the National Geodetic Survey in June 1991..
 LW5201
 LW5201.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5201
 LW5201.The geoid height was determined by GEOID03.
 LW5201
 LW5201.The dynamic height is computed by dividing the NAVD 88
 LW5201.geopotential number by the normal gravity value computed on the
 LW5201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5201.degrees latitude (g = 980.6199 gals.).
 LW5201
 LW5201.The modeled gravity was interpolated from observed gravity values.
 LW5201
 LW5201;                    North         East     Units Scale Factor Converg.
 LW5201;SPC RI       -    78,977.321   107,499.707   MT  0.99999444   +0 03 36.5
 LW5201;SPC RI       -   259,111.43    352,688.62   sFT  0.99999444   +0 03 36.5
 LW5201;SPC MA M     -   838,238.579   207,499.673   MT  0.99998954   +0 03 38.2
 LW5201;SPC MA M     - 2,750,121.07    680,771.84   sFT  0.99998954   +0 03 38.2
 LW5201;UTM  19      - 4,629,757.182   299,780.894   MT  1.00009332   -1 36 23.6
 LW5201
 LW5201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5201!SPC RI       -   1.00000174  x   0.99999444  =   0.99999618
 LW5201!SPC MA M     -   1.00000174  x   0.99998954  =   0.99999128
 LW5201!UTM  19      -   1.00000174  x   1.00009332  =   1.00009506
 LW5201
 LW5201                          SUPERSEDED SURVEY CONTROL
 LW5201
 LW5201  NAD 83(1996)-  41 47 39.87568(N)    071 24 35.16690(W) AD(       ) 2
 LW5201  NAD 83(1992)-  41 47 39.87439(N)    071 24 35.16623(W) AD(       ) 2
 LW5201  NAD 83(1992)-  41 47 39.87419(N)    071 24 35.16624(W) AD(       ) 2
 LW5201  NAD 83(1986)-  41 47 39.87363(N)    071 24 35.16582(W) AD(       ) 2
 LW5201  NGVD 29 (12/24/91)   18.76   (m)           61.5    (f) LEVELING    3  
 LW5201
 LW5201.Superseded values are not recommended for survey control.
 LW5201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5201.See file dsdata.txt to determine how the superseded data were derived.
 LW5201
 LW5201_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9978129757(NAD 83)
 LW5201_MARKER: DD = SURVEY DISK
 LW5201_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW5201_SP_SET: D
 LW5201_STAMPING: PR 006 1984
 LW5201_MARK LOGO: RIGS  
 LW5201_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5201
 LW5201  HISTORY     - Date     Condition        Report By
 LW5201  HISTORY     - 1984     MONUMENTED       RIGS
 LW5201  HISTORY     - 1984     GOOD             RIGS
 LW5201
 LW5201                          STATION DESCRIPTION
 LW5201
 LW5201'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5201'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 LW5201'SOUTH-SOUTHWEST OF PAWTUCKET,
 LW5201'4.0 KM (2.5 MI) SOUTHWEST OF EAST PROVIDENCE, AND
 LW5201'4.0 KM (2.5 MI) SOUTH OF THE RHODE ISLAND STATE CAPITOL IN
 LW5201'PROVIDENCE.
 LW5201'OWNERSHIP--STATE RIGHT OF WAY.
 LW5201'
 LW5201'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 1 AND
 LW5201'STATE HIGHWAY 117 IN PROVIDENCE, WHICH IS 2.2 KM (1.35 MI)
 LW5201'SOUTHWEST OF THE STATE CAPITOL, GO SOUTH FOR
 LW5201'2.3 KM (1.4 MI) ON HIGHWAY 117 TO THE BROAD STREET BRIDGE OVER
 LW5201'HIGHWAY 95, AND THE STATION ON THE LEFT.
 LW5201'
 LW5201'THE STATION IS A STANDARD RIGS DISK
 LW5201'STAMPED---PR 006 1984---,
 LW5201'SET INTO A DRILL HOLE IN A CONCRETE SIDEWALK.
 LW5201'10.8 METERS (35.3 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF BROAD
 LW5201'STREET,
 LW5201'6.95 METERS (22.8 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 LW5201'BYFIELD STREET,
 LW5201'1.45 METERS (4.7 FT) WEST FROM THE CORNER OF THE BRIDGE ENDWALL AT
 LW5201'THE NORTHEAST CORNER OF THE BROAD STREET OVERPASS.
 LW5201'
 LW5201'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5201
 LW5201                          STATION RECOVERY (1984)
 LW5201
 LW5201'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5201'IN PROVIDENCE.
 LW5201'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTH-SOUTHWEST OF
 LW5201'PAWTUCKET, 4.0 KM (2.5 MI) SOUTHWEST OF EAST PROVIDENCE, AND 4.0 KM
 LW5201'(2.5 MI) SOUTH OF THE RHODE ISLAND STATE CAPITOL IN PROVIDENCE.
 LW5201'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5201'JUNCTION OF US HIGHWAY 1 AND STATE HIGHWAY 117 IN PROVIDENCE, WHICH
 LW5201'IS 2.2 KM (1.35 MI) SOUTHWEST OF THE STATE CAPITOL, GO SOUTH FOR 2.3
 LW5201'KM (1.4 MI) ON HIGHWAY 117 TO THE BROAD STREET BRIDGE OVER HIGHWAY
 LW5201'95, AND THE STATION ON THE LEFT.  THE STATION IS A STANDARD RIGS DISK
 LW5201'SET INTO A DRILL HOLE IN A CONCRETE SIDEWALK.  10.8 METERS (35.3 FT)
 LW5201'EAST-SOUTHEAST FROM THE CENTERLINE OF BROAD STREET, 6.95 METERS (22.8
 LW5201'FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF BYFIELD STREET, 1.45
 LW5201'METERS (4.7 FT) WEST FROM THE CORNER OF THE BRIDGE ENDWALL AT THE
 LW5201'NORTHEAST CORNER OF THE BROAD STREET OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5206 ***********************************************************************
 LW5206  DESIGNATION -  PR 007
 LW5206  PID         -  LW5206
 LW5206  STATE/COUNTY-  RI/PROVIDENCE
 LW5206  USGS QUAD   -  PROVIDENCE (1975)
 LW5206
 LW5206                         *CURRENT SURVEY CONTROL
 LW5206  ___________________________________________________________________
 LW5206* NAD 83(1996)-  41 48 26.68084(N)    071 24 12.52144(W)     ADJUSTED  
 LW5206* NAVD 88     -         3.699  (meters)      12.14   (feet)  ADJUSTED  
 LW5206  ___________________________________________________________________
 LW5206  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LW5206  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW5206  DYNAMIC HT  -           3.698 (meters)      12.13  (feet)  COMP
 LW5206  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 LW5206
 LW5206  HORZ ORDER  -  SECOND
 LW5206  VERT ORDER  -  SECOND    CLASS II
 LW5206
 LW5206.The horizontal coordinates were established by classical geodetic methods
 LW5206.and adjusted by the National Geodetic Survey in August 1998..
 LW5206
 LW5206.The orthometric height was determined by differential leveling
 LW5206.and adjusted by the National Geodetic Survey in June 1991..
 LW5206
 LW5206.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5206
 LW5206.The geoid height was determined by GEOID03.
 LW5206
 LW5206.The dynamic height is computed by dividing the NAVD 88
 LW5206.geopotential number by the normal gravity value computed on the
 LW5206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5206.degrees latitude (g = 980.6199 gals.).
 LW5206
 LW5206.The modeled gravity was interpolated from observed gravity values.
 LW5206
 LW5206;                    North         East     Units Scale Factor Converg.
 LW5206;SPC RI       -    80,421.936   108,020.924   MT  0.99999454   +0 03 51.6
 LW5206;SPC RI       -   263,850.97    354,398.65   sFT  0.99999454   +0 03 51.6
 LW5206;SPC MA M     -   839,683.189   208,020.876   MT  0.99998796   +0 03 53.4
 LW5206;SPC MA M     - 2,754,860.60    682,481.82   sFT  0.99998796   +0 03 53.4
 LW5206;UTM  19      - 4,631,186.163   300,343.968   MT  1.00009055   -1 36 09.9
 LW5206
 LW5206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5206!SPC RI       -   1.00000406  x   0.99999454  =   0.99999860
 LW5206!SPC MA M     -   1.00000406  x   0.99998796  =   0.99999202
 LW5206!UTM  19      -   1.00000406  x   1.00009055  =   1.00009461
 LW5206
 LW5206                          SUPERSEDED SURVEY CONTROL
 LW5206
 LW5206  NAD 83(1996)-  41 48 26.68067(N)    071 24 12.52135(W) AD(       ) 2
 LW5206  NAD 83(1992)-  41 48 26.67931(N)    071 24 12.52063(W) AD(       ) 2
 LW5206  NAD 83(1992)-  41 48 26.67915(N)    071 24 12.52065(W) AD(       ) 2
 LW5206  NAD 83(1986)-  41 48 26.67842(N)    071 24 12.52028(W) AD(       ) 2
 LW5206  NGVD 29 (12/24/91)    3.95   (m)           13.0    (f) LEVELING    3  
 LW5206
 LW5206.Superseded values are not recommended for survey control.
 LW5206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5206.See file dsdata.txt to determine how the superseded data were derived.
 LW5206
 LW5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0034431186(NAD 83)
 LW5206_MARKER: DD = SURVEY DISK
 LW5206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5206_SP_SET: CONCRETE POST
 LW5206_STAMPING: PR 007 1984
 LW5206_MARK LOGO: RIGS  
 LW5206_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5206+STABILITY: SURFACE MOTION
 LW5206
 LW5206  HISTORY     - Date     Condition        Report By
 LW5206  HISTORY     - 1984     MONUMENTED       RIGS
 LW5206  HISTORY     - 1984     GOOD             RIGS
 LW5206
 LW5206                          STATION DESCRIPTION
 LW5206
 LW5206'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5206'THE STATION IS LOCATED ABOUT 8.2 KM (5.1 MI)
 LW5206'SOUTHWEST OF PAWTUCKET,
 LW5206'2.7 KM (1.7 MI) SOUTH-SOUTHEAST OF THE STATE CAPITOL,AND
 LW5206'2.7 KM (1.7 MI) SOUTHWEST OF EAST PROVIDENCE.
 LW5206'OWNERSHIP--STATE RIGHT OF WAY.
 LW5206'
 LW5206'TO REACH THE STATION FROM THE THURBERS AVENUE EXIT 18 FROM
 LW5206'INTERSTATE HIGHWAY 95 SOUTHBOUND, WHICH IS ABOUT 3.1 KM (1.95 MI)
 LW5206'SOUTH-SOUTHEAST OF THE STATE CAPITOL, TAKE EXIT AND GO EAST FOR
 LW5206'0.15 KM (0.1 MI) ON THURBERS AVENUE TO STATE HIGHWAY 1A (ALLENS
 LW5206'AVENUE).  GO NORTH ON STATE HIGHWAY 1A ABOUT 0.7 KM (0.45 MI) TO
 LW5206'THE INTERSECTION OF ALLENS AVENUE AND OCONNELL STREET ON THE LEFT,
 LW5206'AND THE STATION ON THE LEFT, SET IN A CONCRETE SIDEWALK.
 LW5206'
 LW5206'THE STATION IS A STANDARD RIGS DISK
 LW5206'STAMPED---PR 007 1984---,
 LW5206'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5206'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5206'10.0 METERS (35.4 FT) WEST FROM THE CENTERLINE OF STATE HIGHWAY 1A,
 LW5206'5.95 METERS (19.5 FT) SOUTH FROM THE CENTERLINE OF OCONNELL STREET,
 LW5206'1.45 METERS (4.8 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A RED
 LW5206'BRICK BUILDING AT THE CORNER OF ALLENS AVENUE AND OCONNELL STREET.
 LW5206'
 LW5206'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5206
 LW5206                          STATION RECOVERY (1984)
 LW5206
 LW5206'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5206'IN PROVIDENCE.
 LW5206'THE STATION IS LOCATED ABOUT 8.2 KM (5.1 MI) SOUTHWEST OF PAWTUCKET,
 LW5206'2.7 KM (1.7 MI) SOUTH-SOUTHEAST OF THE STATE CAPITOL,AND 2.7 KM (1.7
 LW5206'MI) SOUTHWEST OF EAST PROVIDENCE.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5206'REACH THE STATION FROM THE THURBERS AVENUE EXIT 18 FROM INTERSTATE
 LW5206'HIGHWAY 95 SOUTHBOUND, WHICH IS ABOUT 3.1 KM (1.95 MI)
 LW5206'SOUTH-SOUTHEAST OF THE STATE CAPITOL, TAKE EXIT AND GO EAST FOR 0.15
 LW5206'KM (0.1 MI) ON THURBERS AVENUE TO STATE HIGHWAY 1A (ALLENS AVENUE).
 LW5206'GO NORTH ON STATE HIGHWAY 1A ABOUT 0.7 KM (0.45 MI) TO THE
 LW5206'INTERSECTION OF ALLENS AVENUE AND OCONNELL STREET ON THE LEFT, AND
 LW5206'THE STATION ON THE LEFT.  THE STATION IS A STANDARD RIGS DISK SET
 LW5206'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 LW5206'WITH A CONCRETE SIDEWALK.  LOCATED 10.0 METERS (35.4 FT) WEST FROM
 LW5206'THE CENTERLINE OF STATE HIGHWAY 1A, 5.95 METERS (19.5 FT) SOUTH FROM
 LW5206'THE CENTERLINE OF OCONNELL STREET, 1.45 METERS (4.8 FT) NORTHEAST
 LW5206'FROM THE NORTHEAST CORNER OF A RED BRICK BUILDING AT THE CORNER OF
 LW5206'ALLENS AVENUE AND OCONNELL STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5207 ***********************************************************************
 LW5207  DESIGNATION -  PR 008
 LW5207  PID         -  LW5207
 LW5207  STATE/COUNTY-  RI/PROVIDENCE
 LW5207  USGS QUAD   -  PROVIDENCE (1975)
 LW5207
 LW5207                         *CURRENT SURVEY CONTROL
 LW5207  ___________________________________________________________________
 LW5207* NAD 83(1996)-  41 48 52.31078(N)    071 24 22.84596(W)     ADJUSTED  
 LW5207* NAVD 88     -         3.522  (meters)      11.56   (feet)  ADJUSTED  
 LW5207  ___________________________________________________________________
 LW5207  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LW5207  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW5207  DYNAMIC HT  -           3.521 (meters)      11.55  (feet)  COMP
 LW5207  MODELED GRAV-     980,318.5   (mgal)                       NAVD 88
 LW5207
 LW5207  HORZ ORDER  -  SECOND
 LW5207  VERT ORDER  -  SECOND    CLASS II
 LW5207
 LW5207.The horizontal coordinates were established by classical geodetic methods
 LW5207.and adjusted by the National Geodetic Survey in August 1998..
 LW5207
 LW5207.The orthometric height was determined by differential leveling
 LW5207.and adjusted by the National Geodetic Survey in June 1991..
 LW5207
 LW5207.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5207
 LW5207.The geoid height was determined by GEOID03.
 LW5207
 LW5207.The dynamic height is computed by dividing the NAVD 88
 LW5207.geopotential number by the normal gravity value computed on the
 LW5207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5207.degrees latitude (g = 980.6199 gals.).
 LW5207
 LW5207.The modeled gravity was interpolated from observed gravity values.
 LW5207
 LW5207;                    North         East     Units Scale Factor Converg.
 LW5207;SPC RI       -    81,212.419   107,781.740   MT  0.99999449   +0 03 44.8
 LW5207;SPC RI       -   266,444.41    353,613.93   sFT  0.99999449   +0 03 44.8
 LW5207;SPC MA M     -   840,473.665   207,781.686   MT  0.99998712   +0 03 46.5
 LW5207;SPC MA M     - 2,757,454.02    681,697.08   sFT  0.99998712   +0 03 46.5
 LW5207;UTM  19      - 4,631,983.348   300,127.862   MT  1.00009161   -1 36 17.6
 LW5207
 LW5207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5207!SPC RI       -   1.00000408  x   0.99999449  =   0.99999857
 LW5207!SPC MA M     -   1.00000408  x   0.99998712  =   0.99999120
 LW5207!UTM  19      -   1.00000408  x   1.00009161  =   1.00009569
 LW5207
 LW5207                          SUPERSEDED SURVEY CONTROL
 LW5207
 LW5207  NAD 83(1996)-  41 48 52.31062(N)    071 24 22.84588(W) AD(       ) 2
 LW5207  NAD 83(1992)-  41 48 52.30924(N)    071 24 22.84515(W) AD(       ) 2
 LW5207  NAD 83(1992)-  41 48 52.30908(N)    071 24 22.84517(W) AD(       ) 2
 LW5207  NAD 83(1986)-  41 48 52.30832(N)    071 24 22.84482(W) AD(       ) 2
 LW5207  NGVD 29 (12/24/91)    3.77   (m)           12.4    (f) LEVELING    3  
 LW5207
 LW5207.Superseded values are not recommended for survey control.
 LW5207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5207.See file dsdata.txt to determine how the superseded data were derived.
 LW5207
 LW5207_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0012831983(NAD 83)
 LW5207_MARKER: DD = SURVEY DISK
 LW5207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5207_SP_SET: CONCRETE POST
 LW5207_STAMPING: PR 008 1984
 LW5207_MARK LOGO: RIGS  
 LW5207_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5207+STABILITY: SURFACE MOTION
 LW5207
 LW5207  HISTORY     - Date     Condition        Report By
 LW5207  HISTORY     - 1984     MONUMENTED       RIGS
 LW5207  HISTORY     - 1984     GOOD             RIGS
 LW5207
 LW5207                          STATION DESCRIPTION
 LW5207
 LW5207'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5207'THE STATION IS LOCATED ABOUT 7.5 KM (4.7 MI)
 LW5207'SOUTHWEST OF PAWTUCKET,
 LW5207'2.65 KM (1.65 MI) WEST-SOUTHWEST OF EAST PROVIDENCE,AND
 LW5207'2.0 KM (1.25 MI) SOUTH-SOUTHEAST OF THE STATE CAPITOL.
 LW5207'OWNERSHIP--STATE RIGHT OF WAY.
 LW5207'
 LW5207'TO REACH THE STATION FROM THE THURBERS AVENUE EXIT 18 FROM
 LW5207'INTERSTATE HIGHWAY 95
 LW5207'SOUTHBOUND, WHICH IS ABOUT 3.1 KM (1.95 MI) SOUTH-SOUTHEAST OF
 LW5207'PROVIDENCE CITY HALL, GO EAST 0.15 KM (0.1 MI) ON THURBERS AVENUE
 LW5207'TO STATE HIGHWAY 1A (ALLENS AVENUE), GO NORTH 1.45 KM (0.9 MI) ON
 LW5207'ALLENS AVENUE TO THE INTERSECTION OF GLOBE STREET AND THE STATION
 LW5207'ON THE RIGHT.
 LW5207'
 LW5207'THE STATION IS A STANDARD RIGS DISK
 LW5207'STAMPED---PR 008 1984---,
 LW5207'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5207'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5207'10.9 METERS (35.8 FT) SOUTHWEST FROM A NECO POLE 9-1/4,
 LW5207'6.4 METERS (21.0 FT) SOUTH FROM THE CENTERLINE OF GLOBE STREET,
 LW5207'6.2 METERS (20.4 FT) EAST FROM THE CENTERLINE OF THE RIGHT LANE OF
 LW5207'THURBERS AVENUE NORTHBOUND.
 LW5207'
 LW5207'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5207
 LW5207                          STATION RECOVERY (1984)
 LW5207
 LW5207'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5207'IN PROVIDENCE.
 LW5207'THE STATION IS LOCATED ABOUT 7.5 KM (4.7 MI) SOUTHWEST OF PAWTUCKET,
 LW5207'2.65 KM (1.65 MI) WEST-SOUTHWEST OF EAST PROVIDENCE,AND 2.0 KM (1.25
 LW5207'MI) SOUTH-SOUTHEAST OF THE STATE CAPITOL.  OWNERSHIP--STATE RIGHT OF
 LW5207'WAY.  TO REACH THE STATION FROM THE THURBERS AVENUE EXIT 18 FROM
 LW5207'INTERSTATE HIGHWAY 95 SOUTHBOUND, WHICH IS ABOUT 3.1 KM (1.95 MI)
 LW5207'SOUTH-SOUTHEAST OF PROVIDENCE CITY HALL, GO EAST 0.15 KM (0.1 MI) ON
 LW5207'THURBERS AVENUE TO STATE HIGHWAY 1A (ALLENS AVENUE), GO NORTH 1.45 KM
 LW5207'(0.9 MI) ON ALLENS AVENUE TO THE INTERSECTION OF GLOBE STREET AND THE
 LW5207'STATION ON THE RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO
 LW5207'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 LW5207'GROUND.  LOCATED 10.9 METERS (35.8 FT) SOUTHWEST FROM A NECO POLE
 LW5207'9-1/4, 6.4 METERS (21.0 FT) SOUTH FROM THE CENTERLINE OF GLOBE
 LW5207'STREET, 6.2 METERS (20.4 FT) EAST FROM THE CENTERLINE OF THE RIGHT
 LW5207'LANE OF THURBERS AVENUE NORTHBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5213 ***********************************************************************
 LW5213  DESIGNATION -  PR 009
 LW5213  PID         -  LW5213
 LW5213  STATE/COUNTY-  RI/PROVIDENCE
 LW5213  USGS QUAD   -  PROVIDENCE (1975)
 LW5213
 LW5213                         *CURRENT SURVEY CONTROL
 LW5213  ___________________________________________________________________
 LW5213* NAD 83(1996)-  41 50 26.70317(N)    071 24 38.09370(W)     ADJUSTED  
 LW5213* NAVD 88     -        16.264  (meters)      53.36   (feet)  ADJUSTED  
 LW5213  ___________________________________________________________________
 LW5213  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LW5213  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LW5213  DYNAMIC HT  -          16.259 (meters)      53.34  (feet)  COMP
 LW5213  MODELED GRAV-     980,321.6   (mgal)                       NAVD 88
 LW5213
 LW5213  HORZ ORDER  -  SECOND
 LW5213  VERT ORDER  -  SECOND    CLASS II
 LW5213
 LW5213.The horizontal coordinates were established by classical geodetic methods
 LW5213.and adjusted by the National Geodetic Survey in August 1998..
 LW5213
 LW5213.The orthometric height was determined by differential leveling
 LW5213.and adjusted by the National Geodetic Survey in June 1991..
 LW5213
 LW5213.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5213
 LW5213.The geoid height was determined by GEOID03.
 LW5213
 LW5213.The dynamic height is computed by dividing the NAVD 88
 LW5213.geopotential number by the normal gravity value computed on the
 LW5213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5213.degrees latitude (g = 980.6199 gals.).
 LW5213
 LW5213.The modeled gravity was interpolated from observed gravity values.
 LW5213
 LW5213;                    North         East     Units Scale Factor Converg.
 LW5213;SPC RI       -    84,124.293   107,426.781   MT  0.99999443   +0 03 34.7
 LW5213;SPC RI       -   275,997.78    352,449.36   sFT  0.99999443   +0 03 34.7
 LW5213;SPC MA M     -   843,385.510   207,426.708   MT  0.99998416   +0 03 36.2
 LW5213;SPC MA M     - 2,767,007.29    680,532.46   sFT  0.99998416   +0 03 36.2
 LW5213;UTM  19      - 4,634,904.604   299,857.773   MT  1.00009294   -1 36 30.7
 LW5213
 LW5213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5213!SPC RI       -   1.00000207  x   0.99999443  =   0.99999650
 LW5213!SPC MA M     -   1.00000207  x   0.99998416  =   0.99998623
 LW5213!UTM  19      -   1.00000207  x   1.00009294  =   1.00009501
 LW5213
 LW5213                          SUPERSEDED SURVEY CONTROL
 LW5213
 LW5213  NAD 83(1996)-  41 50 26.70301(N)    071 24 38.09366(W) AD(       ) 2
 LW5213  NAD 83(1992)-  41 50 26.70167(N)    071 24 38.09295(W) AD(       ) 2
 LW5213  NAD 83(1992)-  41 50 26.70152(N)    071 24 38.09296(W) AD(       ) 2
 LW5213  NAD 83(1986)-  41 50 26.70038(N)    071 24 38.09245(W) AD(       ) 2
 LW5213  NGVD 29 (12/24/91)   16.51   (m)           54.2    (f) LEVELING    3  
 LW5213
 LW5213.Superseded values are not recommended for survey control.
 LW5213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5213.See file dsdata.txt to determine how the superseded data were derived.
 LW5213
 LW5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9985834905(NAD 83)
 LW5213_MARKER: DD = SURVEY DISK
 LW5213_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW5213_SP_SET: D
 LW5213_STAMPING: PR 009 1984
 LW5213_MARK LOGO: RIGS  
 LW5213_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5213
 LW5213  HISTORY     - Date     Condition        Report By
 LW5213  HISTORY     - 1984     MONUMENTED       RIGS
 LW5213  HISTORY     - 1984     GOOD             RIGS
 LW5213
 LW5213                          STATION DESCRIPTION
 LW5213
 LW5213'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5213'THE STATION IS LOCATED ABOUT 4.9 KM (3.05 MI)
 LW5213'SOUTH-SOUTHWEST OF PAWTUCKET,
 LW5213'3.8 KM (2.35 MI) NORTHWEST OF EAST PROVIDENCE, AND
 LW5213'1.1 KM (0.7 MI) NORTH-NORTHEAST OF THE STATE CAPITOL.
 LW5213'OWNERSHIP--STATE RIGHT OF WAY.
 LW5213'
 LW5213'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 1 AND STATE
 LW5213'HIGHWAY 122, WHICH IS ABOUT 2.7 KM (1.7 MI) SOUTHWEST OF PAWTUCKET,
 LW5213'GO SOUTH FOR 2.1 KM (1.3 MI) ON HIGHWAY 1 TO INDUSTRIAL DRIVE ON
 LW5213'THE RIGHT, GO WEST FOR 0.2 KM (0.1 MI) ON INDUSTRIAL DRIVE TO THE
 LW5213'STATION ON THE LEFT, JUST EAST OF THE INDUSTRIAL DRIVE BRIDGE.
 LW5213'
 LW5213'THE STATION IS A STANDARD RIGS DISK
 LW5213'STAMPED---PR 009 1984---,
 LW5213'SET INTO A DRILL HOLE IN A CONCRETE LEDGE SUPPORTING A GUARD RAIL.
 LW5213'LOCATED 17.5 METERS (57.5 FT) SOUTH-SOUTHWEST FROM A NECO POLE 4,
 LW5213'9.8 METERS (32.0 FT) SOUTHWEST FROM THE CENTERLINE OF INDUSTRIAL
 LW5213'DRIVE,
 LW5213'2.75 METERS (9.0 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 LW5213'SOUTHEAST CONCRETE ENDWALL OF THE INDUSTRIAL DRIVE BRIDGE.
 LW5213'
 LW5213'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5213
 LW5213                          STATION RECOVERY (1984)
 LW5213
 LW5213'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5213'IN PROVIDENCE.
 LW5213'THE STATION IS LOCATED ABOUT 4.9 KM (3.05 MI) SOUTH-SOUTHWEST OF
 LW5213'PAWTUCKET, 3.8 KM (2.35 MI) NORTHWEST OF EAST PROVIDENCE, AND 1.1 KM
 LW5213'(0.7 MI) NORTH-NORTHEAST OF THE STATE CAPITOL.  OWNERSHIP--STATE
 LW5213'RIGHT OF WAY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 1
 LW5213'AND STATE HIGHWAY 122, WHICH IS ABOUT 2.7 KM (1.7 MI) SOUTHWEST OF
 LW5213'PAWTUCKET, GO SOUTH FOR 2.1 KM (1.3 MI) ON HIGHWAY 1 TO INDUSTRIAL
 LW5213'DRIVE ON THE RIGHT, GO WEST FOR 0.2 KM (0.1 MI) ON INDUSTRIAL DRIVE
 LW5213'TO THE STATION ON THE LEFT, JUST EAST OF THE INDUSTRIAL DRIVE BRIDGE.
 LW5213'THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL HOLE IN A
 LW5213'CONCRETE LEDGE SUPPORTING A GUARD RAIL.  LOCATED 17.5 METERS (57.5
 LW5213'FT) SOUTH-SOUTHWEST FROM A NECO POLE 4, 9.8 METERS (32.0 FT)
 LW5213'SOUTHWEST FROM THE CENTERLINE OF INDUSTRIAL DRIVE, 2.75 METERS (9.0
 LW5213'FT) SOUTHEAST FROM THE NORTHEAST CORNER OF THE SOUTHEAST CONCRETE
 LW5213'ENDWALL OF THE INDUSTRIAL DRIVE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5209 ***********************************************************************
 LW5209  DESIGNATION -  PR 010
 LW5209  PID         -  LW5209
 LW5209  STATE/COUNTY-  RI/PROVIDENCE
 LW5209  USGS QUAD   -  PROVIDENCE (1975)
 LW5209
 LW5209                         *CURRENT SURVEY CONTROL
 LW5209  ___________________________________________________________________
 LW5209* NAD 83(1996)-  41 49 02.22636(N)    071 25 01.05862(W)     ADJUSTED  
 LW5209* NAVD 88     -        20.097  (meters)      65.93   (feet)  ADJUSTED  
 LW5209  ___________________________________________________________________
 LW5209  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW5209  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW5209  DYNAMIC HT  -          20.091 (meters)      65.92  (feet)  COMP
 LW5209  MODELED GRAV-     980,317.5   (mgal)                       NAVD 88
 LW5209
 LW5209  HORZ ORDER  -  SECOND
 LW5209  VERT ORDER  -  SECOND    CLASS II
 LW5209
 LW5209.The horizontal coordinates were established by classical geodetic methods
 LW5209.and adjusted by the National Geodetic Survey in August 1998..
 LW5209
 LW5209.The orthometric height was determined by differential leveling
 LW5209.and adjusted by the National Geodetic Survey in June 1991..
 LW5209
 LW5209.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5209
 LW5209.The geoid height was determined by GEOID03.
 LW5209
 LW5209.The dynamic height is computed by dividing the NAVD 88
 LW5209.geopotential number by the normal gravity value computed on the
 LW5209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5209.degrees latitude (g = 980.6199 gals.).
 LW5209
 LW5209.The modeled gravity was interpolated from observed gravity values.
 LW5209
 LW5209;                    North         East     Units Scale Factor Converg.
 LW5209;SPC RI       -    81,517.433   106,899.470   MT  0.99999434   +0 03 19.3
 LW5209;SPC RI       -   267,445.11    350,719.34   sFT  0.99999434   +0 03 19.3
 LW5209;SPC MA M     -   840,778.670   206,899.421   MT  0.99998680   +0 03 20.8
 LW5209;SPC MA M     - 2,758,454.69    678,802.52   sFT  0.99998680   +0 03 20.8
 LW5209;UTM  19      - 4,632,313.937   299,254.755   MT  1.00009592   -1 36 43.4
 LW5209
 LW5209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5209!SPC RI       -   1.00000148  x   0.99999434  =   0.99999582
 LW5209!SPC MA M     -   1.00000148  x   0.99998680  =   0.99998828
 LW5209!UTM  19      -   1.00000148  x   1.00009592  =   1.00009740
 LW5209
 LW5209                          SUPERSEDED SURVEY CONTROL
 LW5209
 LW5209  NAD 83(1996)-  41 49 02.22619(N)    071 25 01.05854(W) AD(       ) 2
 LW5209  NAD 83(1992)-  41 49 02.22488(N)    071 25 01.05789(W) AD(       ) 2
 LW5209  NAD 83(1992)-  41 49 02.22473(N)    071 25 01.05790(W) AD(       ) 2
 LW5209  NAD 83(1986)-  41 49 02.22394(N)    071 25 01.05754(W) AD(       ) 2
 LW5209  NGVD 29 (12/24/91)   20.35   (m)           66.8    (f) LEVELING    3  
 LW5209
 LW5209.Superseded values are not recommended for survey control.
 LW5209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5209.See file dsdata.txt to determine how the superseded data were derived.
 LW5209
 LW5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9925532314(NAD 83)
 LW5209_MARKER: DD = SURVEY DISK
 LW5209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5209_SP_SET: CONCRETE POST
 LW5209_STAMPING: PR 010 1984
 LW5209_MARK LOGO: RIGS  
 LW5209_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5209+STABILITY: SURFACE MOTION
 LW5209
 LW5209  HISTORY     - Date     Condition        Report By
 LW5209  HISTORY     - 1984     MONUMENTED       RIGS
 LW5209  HISTORY     - 1984     GOOD             RIGS
 LW5209
 LW5209                          STATION DESCRIPTION
 LW5209
 LW5209'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5209'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI)
 LW5209'SOUTH-SOUTHWEST OF PAWTUCKET ,
 LW5209'3.5 KM (2.2 MI) WEST OF EAST PROVIDENCE,AND
 LW5209'1.6 KM (1.0 MI) SOUTH OF THE STATE CAPITOL.
 LW5209'OWNERSHIP--STATE RIGHT OF WAY.
 LW5209'
 LW5209'TO REACH THE STATION FROM THE U S HIGHWAY 1 BRIDGE OVER THE
 LW5209'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 1.5 KM (0.95 MI) SOUTH OF THE
 LW5209'STATE CAPITOL, GO SOUTH FOR 0.1 KM (0.05 MI) ON U S HIGHWAY 1 TO THE
 LW5209'STATION ON THE LEFT, SET AT THE SOUTHWEST CORNER OF THE
 LW5209'INTERSECTION OF US HIGHWAY 1 (BROAD STREET) AND SEEKELL STREET,
 LW5209'IN THE SIDEWALK NORTHEAST OF THE YMCA BUILDING.
 LW5209'
 LW5209'THE STATION IS A STANDARD RIGS DISK
 LW5209'STAMPED---PR 010 1984---,
 LW5209'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5209'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5209'8.5 METERS (28.0 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF SEEKELL
 LW5209'STREET,
 LW5209'8.2 METERS (27.0 FT) SOUTHEAST FROM THE CENTERLINE OF US HIGHWAY 1
 LW5209'(BROAD STREET),
 LW5209'2.0 METERS (6.5 FT) NORTHWEST FROM THE NORTHEAST CORNER OF 160
 LW5209'BROAD STREET, THE CENTRAL PROVIDENCE YMCA.
 LW5209'
 LW5209'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5209
 LW5209                          STATION RECOVERY (1984)
 LW5209
 LW5209'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5209'IN PROVIDENCE.
 LW5209'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) SOUTH-SOUTHWEST OF
 LW5209'PAWTUCKET , 3.5 KM (2.2 MI) WEST OF EAST PROVIDENCE,AND 1.6 KM (1.0
 LW5209'MI) SOUTH OF THE STATE CAPITOL.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5209'REACH THE STATION FROM THE U S HIGHWAY 1 BRIDGE OVER THE INTERSTATE
 LW5209'HIGHWAY 95, WHICH IS ABOUT 1.5 KM (0.95 MI) SOUTH OF THE STATE
 LW5209'CAPITOL, GO SOUTH FOR 0.1 KM (0.05 MI) ON U S HIGHWAY 1 TO THE
 LW5209'STATION ON THE LEFT, SET AT THE SOUTHWEST CORNER OF THE INTERSECTION
 LW5209'OF US HIGHWAY 1 (BROAD STREET) AND SEEKELL STREET, IN THE SIDEWALK
 LW5209'NORTHEAST OF THE YMCA BUILDING.  THE STATION IS A STANDARD RIGS DISK
 LW5209'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 LW5209'WITH GROUND.  LOCATED 8.5 METERS (28.0 FT) WEST-SOUTHWEST FROM THE
 LW5209'CENTERLINE OF SEEKELL STREET, 8.2 METERS (27.0 FT) SOUTHEAST FROM THE
 LW5209'CENTERLINE OF US HIGHWAY 1 (BROAD STREET), 2.0 METERS (6.5 FT)
 LW5209'NORTHWEST FROM THE NORTHEAST CORNER OF 160 BROAD STREET, THE CENTRAL
 LW5209'PROVIDENCE YMCA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5208 ***********************************************************************
 LW5208  DESIGNATION -  PR 011
 LW5208  PID         -  LW5208
 LW5208  STATE/COUNTY-  RI/PROVIDENCE
 LW5208  USGS QUAD   -  PROVIDENCE (1975)
 LW5208
 LW5208                         *CURRENT SURVEY CONTROL
 LW5208  ___________________________________________________________________
 LW5208* NAD 83(1996)-  41 48 52.38370(N)    071 24 44.37998(W)     ADJUSTED  
 LW5208* NAVD 88     -        15.541  (meters)      50.99   (feet)  ADJUSTED  
 LW5208  ___________________________________________________________________
 LW5208  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 LW5208  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW5208  DYNAMIC HT  -          15.537 (meters)      50.97  (feet)  COMP
 LW5208  MODELED GRAV-     980,317.7   (mgal)                       NAVD 88
 LW5208
 LW5208  HORZ ORDER  -  SECOND
 LW5208  VERT ORDER  -  SECOND    CLASS II
 LW5208
 LW5208.The horizontal coordinates were established by classical geodetic methods
 LW5208.and adjusted by the National Geodetic Survey in August 1998..
 LW5208
 LW5208.The orthometric height was determined by differential leveling
 LW5208.and adjusted by the National Geodetic Survey in June 1991..
 LW5208
 LW5208.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5208
 LW5208.The geoid height was determined by GEOID03.
 LW5208
 LW5208.The dynamic height is computed by dividing the NAVD 88
 LW5208.geopotential number by the normal gravity value computed on the
 LW5208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5208.degrees latitude (g = 980.6199 gals.).
 LW5208
 LW5208.The modeled gravity was interpolated from observed gravity values.
 LW5208
 LW5208;                    North         East     Units Scale Factor Converg.
 LW5208;SPC RI       -    81,214.145   107,284.718   MT  0.99999440   +0 03 30.4
 LW5208;SPC RI       -   266,450.07    351,983.28   sFT  0.99999440   +0 03 30.4
 LW5208;SPC MA M     -   840,475.387   207,284.668   MT  0.99998712   +0 03 32.0
 LW5208;SPC MA M     - 2,757,459.67    680,066.45   sFT  0.99998712   +0 03 32.0
 LW5208;UTM  19      - 4,631,999.536   299,631.052   MT  1.00009406   -1 36 32.0
 LW5208
 LW5208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5208!SPC RI       -   1.00000220  x   0.99999440  =   0.99999660
 LW5208!SPC MA M     -   1.00000220  x   0.99998712  =   0.99998932
 LW5208!UTM  19      -   1.00000220  x   1.00009406  =   1.00009626
 LW5208
 LW5208                          SUPERSEDED SURVEY CONTROL
 LW5208
 LW5208  NAD 83(1996)-  41 48 52.38353(N)    071 24 44.37990(W) AD(       ) 2
 LW5208  NAD 83(1992)-  41 48 52.38216(N)    071 24 44.37918(W) AD(       ) 2
 LW5208  NAD 83(1992)-  41 48 52.38200(N)    071 24 44.37919(W) AD(       ) 2
 LW5208  NAD 83(1986)-  41 48 52.38123(N)    071 24 44.37886(W) AD(       ) 2
 LW5208  NGVD 29 (12/24/91)   15.79   (m)           51.8    (f) LEVELING    3  
 LW5208
 LW5208.Superseded values are not recommended for survey control.
 LW5208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5208.See file dsdata.txt to determine how the superseded data were derived.
 LW5208
 LW5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9963132000(NAD 83)
 LW5208_MARKER: DD = SURVEY DISK
 LW5208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5208_SP_SET: CONCRETE POST
 LW5208_STAMPING: PR 011 1984
 LW5208_MARK LOGO: RIGS  
 LW5208_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5208+STABILITY: SURFACE MOTION
 LW5208
 LW5208  HISTORY     - Date     Condition        Report By
 LW5208  HISTORY     - 1984     MONUMENTED       RIGS
 LW5208  HISTORY     - 1984     GOOD             RIGS
 LW5208
 LW5208                          STATION DESCRIPTION
 LW5208
 LW5208'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5208'THE STATION IS LOCATED ABOUT 7.7 KM (4.8 MI)
 LW5208'SOUTH-SOUTHWEST OF PAWTUCKET,
 LW5208'3.2 KM (2.0 MI) WEST OF EAST PROVIDENCE, AND
 LW5208'1.85 KM (1.15 MI) SOUTH OF THE STATE CAPITOL.
 LW5208'OWNERSHIP--STATE RIGHT OF WAY.
 LW5208'
 LW5208'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 195
 LW5208'EAST AND INTERSTATE HIGHWAY 95 SOUTH, WHICH IS ABOUT
 LW5208'1.5 KM (0.95 MI) SOUTH OF THE STATE CAPITOL, GO SOUTH FOR
 LW5208'0.5 KM (0.3 MI) ON HIGHWAY 95 SOUTHBOUND TO THE STATION ON THE
 LW5208'RIGHT WHICH IS HALFWAY UP A GRASSY SLOPE.
 LW5208'
 LW5208'THE STATION IS A STANDARD RIGS DISK
 LW5208'STAMPED---PR 011 1984---,
 LW5208'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5208'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5208'14.6 METERS (48.0 FT) SOUTHWEST FROM THE CENTERLINE OF HIGHWAY 95
 LW5208'SOUTH (SLOPE DISTANCE),
 LW5208'13.2 METERS (43.5 FT) SOUTHEAST FROM A ALUMINUM LIGHT POLE (SLOPE
 LW5208'DISTANCE),
 LW5208'12.3 METERS (40.5 FT) NORTH FROM A SQUARE METAL CATCH BASIN RIM
 LW5208'(SLOPE DISTANCE),
 LW5208'1.1 METERS (3.5 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5208'
 LW5208'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5208
 LW5208                          STATION RECOVERY (1984)
 LW5208
 LW5208'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5208'IN PROVIDENCE.
 LW5208'THE STATION IS LOCATED ABOUT 7.7 KM (4.8 MI) SOUTH-SOUTHWEST OF
 LW5208'PAWTUCKET, 3.2 KM (2.0 MI) WEST OF EAST PROVIDENCE, AND 1.85 KM (1.15
 LW5208'MI) SOUTH OF THE STATE CAPITOL.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5208'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 195 EAST
 LW5208'AND INTERSTATE HIGHWAY 95 SOUTH, WHICH IS ABOUT 1.5 KM (0.95 MI)
 LW5208'SOUTH OF THE STATE CAPITOL, GO SOUTH FOR 0.5 KM (0.3 MI) ON HIGHWAY
 LW5208'95 SOUTHBOUND TO THE STATION ON THE RIGHT WHICH IS HALFWAY UP A
 LW5208'GRASSY SLOPE.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP
 LW5208'OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW5208'LOCATED 14.6 METERS (48.0 FT) SOUTHWEST FROM THE CENTERLINE OF
 LW5208'HIGHWAY 95 SOUTH (SLOPE DISTANCE), 13.2 METERS (43.5 FT) SOUTHEAST
 LW5208'FROM A ALUMINUM LIGHT POLE (SLOPE DISTANCE), 12.3 METERS (40.5 FT)
 LW5208'NORTH FROM A SQUARE METAL CATCH BASIN RIM (SLOPE DISTANCE), 1.1
 LW5208'METERS (3.5 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5214 ***********************************************************************
 LW5214  DESIGNATION -  PR 012
 LW5214  PID         -  LW5214
 LW5214  STATE/COUNTY-  RI/PROVIDENCE
 LW5214  USGS QUAD   -  PROVIDENCE (1975)
 LW5214
 LW5214                         *CURRENT SURVEY CONTROL
 LW5214  ___________________________________________________________________
 LW5214* NAD 83(1996)-  41 50 46.39361(N)    071 24 41.84007(W)     ADJUSTED  
 LW5214* NAVD 88     -        15.075  (meters)      49.46   (feet)  ADJUSTED  
 LW5214  ___________________________________________________________________
 LW5214  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 LW5214  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LW5214  DYNAMIC HT  -          15.071 (meters)      49.45  (feet)  COMP
 LW5214  MODELED GRAV-     980,322.0   (mgal)                       NAVD 88
 LW5214
 LW5214  HORZ ORDER  -  SECOND
 LW5214  VERT ORDER  -  SECOND    CLASS II
 LW5214
 LW5214.The horizontal coordinates were established by classical geodetic methods
 LW5214.and adjusted by the National Geodetic Survey in August 1998..
 LW5214
 LW5214.The orthometric height was determined by differential leveling
 LW5214.and adjusted by the National Geodetic Survey in June 1991..
 LW5214
 LW5214.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5214
 LW5214.The geoid height was determined by GEOID03.
 LW5214
 LW5214.The dynamic height is computed by dividing the NAVD 88
 LW5214.geopotential number by the normal gravity value computed on the
 LW5214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5214.degrees latitude (g = 980.6199 gals.).
 LW5214
 LW5214.The modeled gravity was interpolated from observed gravity values.
 LW5214
 LW5214;                    North         East     Units Scale Factor Converg.
 LW5214;SPC RI       -    84,731.705   107,339.722   MT  0.99999441   +0 03 32.3
 LW5214;SPC RI       -   277,990.60    352,163.74   sFT  0.99999441   +0 03 32.3
 LW5214;SPC MA M     -   843,992.916   207,339.646   MT  0.99998357   +0 03 33.7
 LW5214;SPC MA M     - 2,769,000.09    680,246.82   sFT  0.99998357   +0 03 33.7
 LW5214;UTM  19      - 4,635,514.354   299,788.428   MT  1.00009328   -1 36 33.9
 LW5214
 LW5214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5214!SPC RI       -   1.00000226  x   0.99999441  =   0.99999667
 LW5214!SPC MA M     -   1.00000226  x   0.99998357  =   0.99998583
 LW5214!UTM  19      -   1.00000226  x   1.00009328  =   1.00009554
 LW5214
 LW5214                          SUPERSEDED SURVEY CONTROL
 LW5214
 LW5214  NAD 83(1996)-  41 50 46.39346(N)    071 24 41.84004(W) AD(       ) 2
 LW5214  NAD 83(1992)-  41 50 46.39211(N)    071 24 41.83929(W) AD(       ) 2
 LW5214  NAD 83(1992)-  41 50 46.39197(N)    071 24 41.83930(W) AD(       ) 2
 LW5214  NAD 83(1986)-  41 50 46.39072(N)    071 24 41.83870(W) AD(       ) 2
 LW5214  NGVD 29 (12/24/91)   15.32   (m)           50.3    (f) LEVELING    3  
 LW5214
 LW5214.Superseded values are not recommended for survey control.
 LW5214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5214.See file dsdata.txt to determine how the superseded data were derived.
 LW5214
 LW5214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9978835514(NAD 83)
 LW5214_MARKER: DD = SURVEY DISK
 LW5214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5214_SP_SET: CONCRETE POST
 LW5214_STAMPING: PR 012 1984
 LW5214_MARK LOGO: RIGS  
 LW5214_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5214+STABILITY: SURFACE MOTION
 LW5214
 LW5214  HISTORY     - Date     Condition        Report By
 LW5214  HISTORY     - 1984     MONUMENTED       RIGS
 LW5214  HISTORY     - 1984     GOOD             RIGS
 LW5214
 LW5214                          STATION DESCRIPTION
 LW5214
 LW5214'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5214'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI)
 LW5214'SOUTHWEST OF PAWTUCKET,
 LW5214'4.1 KM (2.55 MI) NORTHWEST OF EAST PROVIDENCE, AND
 LW5214'1.6 KM (1.0 MI) NORTHEAST OF THE STATE CAPITOL.
 LW5214'OWNERSHIP--STATE RIGHT OF WAY.
 LW5214'
 LW5214'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 95 UNDER THE STATE
 LW5214'HIGHWAY 146 BRIDGE, WHICH IS ABOUT 0.55 KM (0.35 MI) NORTHWEST OF
 LW5214'THE STATE CAPITOL,  GO NORTH FOR 0.95 KM (0.6 MI) ON HIGHWAY 95 TO
 LW5214'THE BRANCH AVENUE EXIT (24), GO WEST ON BRANCH AVENUE, TRAVELING
 LW5214'OVER THE BRANCH AVENUE BRIDGE, TO THE STATION ON THE LEFT, SET IN A
 LW5214'GRASSY ISLAND NEAR THE START OF THE RAMP LEADING FROM BRANCH AVENUE
 LW5214'TO HIGHWAY 95 SOUTH.
 LW5214'
 LW5214'THE STATION IS A STANDARD RIGS DISK
 LW5214'STAMPED---PR 012 1984---,
 LW5214'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5214'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5214'22.4 METERS (73.4 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 LW5214'ENDWALL AT THE SOUTHWEST CORNER OF THE BRANCH AVENUE BRIDGE (712),
 LW5214'17.0 METERS (55.8 FT) NORTH FROM A DOUBLE LIGHT ALUMINUM POLE N348 +
 LW5214'F 20,
 LW5214'15.2 METERS (43.5 FT) SOUTHWEST FROM THE CENTERLINE OF THE MEDIAN
 LW5214'OF BRANCH AVENUE,
 LW5214'8.3 METERS (27.3 FT) WEST-NORTHWEST FROM A NECO POLE 45.
 LW5214'
 LW5214'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5214
 LW5214                          STATION RECOVERY (1984)
 LW5214
 LW5214'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5214'IN PROVIDENCE.
 LW5214'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) SOUTHWEST OF PAWTUCKET,
 LW5214'4.1 KM (2.55 MI) NORTHWEST OF EAST PROVIDENCE, AND 1.6 KM (1.0 MI)
 LW5214'NORTHEAST OF THE STATE CAPITOL.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5214'REACH THE STATION FROM THE INTERSTATE HIGHWAY 95 UNDER THE STATE
 LW5214'HIGHWAY 146 BRIDGE, WHICH IS ABOUT 0.55 KM (0.35 MI) NORTHWEST OF THE
 LW5214'STATE CAPITOL, GO NORTH FOR 0.95 KM (0.6 MI) ON HIGHWAY 95 TO THE
 LW5214'BRANCH AVENUE EXIT (24), GO WEST ON BRANCH AVENUE, TRAVELING OVER THE
 LW5214'BRANCH AVENUE BRIDGE, TO THE STATION ON THE LEFT, SET IN A GRASSY
 LW5214'ISLAND NEAR THE START OF THE RAMP LEADING FROM BRANCH AVENUE TO
 LW5214'HIGHWAY 95 SOUTH.  THE STATION IS A STANDARD RIGS DISK SET INTO THE
 LW5214'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW5214'LOCATED 22.4 METERS (73.4 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 LW5214'THE ENDWALL AT THE SOUTHWEST CORNER OF THE BRANCH AVENUE BRIDGE
 LW5214'(712), 17.0 METERS (55.8 FT) NORTH FROM A DOUBLE LIGHT ALUMINUM POLE
 LW5214'N348 + F 20, 15.2 METERS (43.5 FT) SOUTHWEST FROM THE CENTERLINE OF
 LW5214'THE MEDIAN OF BRANCH AVENUE, 8.3 METERS (27.3 FT) WEST-NORTHWEST FROM
 LW5214'A NECO POLE 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5199 ***********************************************************************
 LW5199  DESIGNATION -  PR 013
 LW5199  PID         -  LW5199
 LW5199  STATE/COUNTY-  RI/PROVIDENCE
 LW5199  USGS QUAD   -  PROVIDENCE (1975)
 LW5199
 LW5199                         *CURRENT SURVEY CONTROL
 LW5199  ___________________________________________________________________
 LW5199* NAD 83(1996)-  41 47 15.47237(N)    071 25 12.31937(W)     ADJUSTED  
 LW5199* NAVD 88     -        25.493  (meters)      83.64   (feet)  ADJUSTED  
 LW5199  ___________________________________________________________________
 LW5199  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 LW5199  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW5199  DYNAMIC HT  -          25.485 (meters)      83.61  (feet)  COMP
 LW5199  MODELED GRAV-     980,310.3   (mgal)                       NAVD 88
 LW5199
 LW5199  HORZ ORDER  -  SECOND
 LW5199  VERT ORDER  -  SECOND    CLASS II
 LW5199
 LW5199.The horizontal coordinates were established by classical geodetic methods
 LW5199.and adjusted by the National Geodetic Survey in August 1998..
 LW5199
 LW5199.The orthometric height was determined by differential leveling
 LW5199.and adjusted by the National Geodetic Survey in June 1991..
 LW5199
 LW5199.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5199
 LW5199.The geoid height was determined by GEOID03.
 LW5199
 LW5199.The dynamic height is computed by dividing the NAVD 88
 LW5199.geopotential number by the normal gravity value computed on the
 LW5199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5199.degrees latitude (g = 980.6199 gals.).
 LW5199
 LW5199.The modeled gravity was interpolated from observed gravity values.
 LW5199
 LW5199;                    North         East     Units Scale Factor Converg.
 LW5199;SPC RI       -    78,223.566   106,642.638   MT  0.99999429   +0 03 11.7
 LW5199;SPC RI       -   256,638.48    349,876.72   sFT  0.99999429   +0 03 11.7
 LW5199;SPC MA M     -   837,484.820   206,642.614   MT  0.99999038   +0 03 13.2
 LW5199;SPC MA M     - 2,747,648.11    677,959.98   sFT  0.99999038   +0 03 13.2
 LW5199;UTM  19      - 4,629,028.599   298,902.177   MT  1.00009766   -1 36 47.6
 LW5199
 LW5199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5199!SPC RI       -   1.00000065  x   0.99999429  =   0.99999494
 LW5199!SPC MA M     -   1.00000065  x   0.99999038  =   0.99999103
 LW5199!UTM  19      -   1.00000065  x   1.00009766  =   1.00009831
 LW5199
 LW5199                          SUPERSEDED SURVEY CONTROL
 LW5199
 LW5199  NAD 83(1996)-  41 47 15.47213(N)    071 25 12.31919(W) AD(       ) 2
 LW5199  NAD 83(1992)-  41 47 15.47090(N)    071 25 12.31856(W) AD(       ) 2
 LW5199  NAD 83(1992)-  41 47 15.47069(N)    071 25 12.31857(W) AD(       ) 2
 LW5199  NAD 83(1986)-  41 47 15.47030(N)    071 25 12.31815(W) AD(       ) 2
 LW5199  NGVD 29 (12/24/91)   25.75   (m)           84.5    (f) LEVELING    3  
 LW5199
 LW5199.Superseded values are not recommended for survey control.
 LW5199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5199.See file dsdata.txt to determine how the superseded data were derived.
 LW5199
 LW5199_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9890229029(NAD 83)
 LW5199_MARKER: DD = SURVEY DISK
 LW5199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5199_SP_SET: CONCRETE POST
 LW5199_STAMPING: PR 013 1984
 LW5199_MARK LOGO: RIGS  
 LW5199_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5199+STABILITY: SURFACE MOTION
 LW5199
 LW5199  HISTORY     - Date     Condition        Report By
 LW5199  HISTORY     - 1984     MONUMENTED       RIGS
 LW5199  HISTORY     - 1984     GOOD             RIGS
 LW5199
 LW5199                          STATION DESCRIPTION
 LW5199
 LW5199'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5199'THE STATION IS LOCATED ABOUT 5.15 KM (3.2 MI)
 LW5199'SOUTHWEST OF EAST PROVIDENCE,
 LW5199'4.8 KM (3.0 MI) SOUTH OF THE STATE CAPITOL BUILDING,
 LW5199'1.7 KM (1.05 MI) NORTHEAST OF CRANSTON.
 LW5199'OWNERSHIP--STATE RIGHT OF WAY.
 LW5199'
 LW5199'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND
 LW5199'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 1.0 KM (0.65 MI) NORTHEAST OF
 LW5199'CRANSTON, GO NORTH FOR 0.65 KM (0.4 MI) ON HIGHWAY 95 TO THE
 LW5199'HIGHWAY 95 BRIDGE OVER US HIGHWAY 1 AND THE STATION ON THE RIGHT,
 LW5199'NEAR THE SOUTHEAST CORNER OF THE BRIDGE.
 LW5199'
 LW5199'THE STATION IS A STANDARD RIGS DISK
 LW5199'STAMPED---PR 013 1984---,
 LW5199'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5199'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5199'56.2 METERS (184.5 FT) WEST-SOUTHWEST FROM AN EMERGENCY CALL BOX
 LW5199'0140,
 LW5199'11.6 METERS (38.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 LW5199'HIGHWAY 95 NORTHBOUND,
 LW5199'1.1 METERS (3.5 FT) EAST-NORTHEAST FROM THE SOUTHEAST CORNER OF THE
 LW5199'SOUTHEAST ENDWALL OF THE HIGHWAY 95 NORTHBOUND BRIDGE OVER U.S.
 LW5199'HIGHWAY 1.
 LW5199'
 LW5199'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5199
 LW5199                          STATION RECOVERY (1984)
 LW5199
 LW5199'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5199'1.7 KM (1.05 MI) NE FROM CRANSTON.
 LW5199'THE STATION IS LOCATED ABOUT 5.15 KM (3.2 MI) SOUTHWEST OF EAST
 LW5199'PROVIDENCE, 4.8 KM (3.0 MI) SOUTH OF THE STATE CAPITOL BUILDING, 1.7
 LW5199'KM (1.05 MI) NORTHEAST OF CRANSTON.  OWNERSHIP--STATE RIGHT OF WAY.
 LW5199'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND
 LW5199'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 1.0 KM (0.65 MI) NORTHEAST OF
 LW5199'CRANSTON, GO NORTH FOR 0.65 KM (0.4 MI) ON HIGHWAY 95 TO THE HIGHWAY
 LW5199'95 BRIDGE OVER US HIGHWAY 1 AND THE STATION ON THE RIGHT, NEAR THE
 LW5199'SOUTHEAST CORNER OF THE BRIDGE.  THE STATION IS A STANDARD RIGS DISK
 LW5199'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 LW5199'WITH GROUND.  LOCATED 56.2 METERS (184.5 FT) WEST-SOUTHWEST FROM AN
 LW5199'EMERGENCY CALL BOX 0140, 11.6 METERS (38.0 FT) SOUTH-SOUTHEAST FROM
 LW5199'THE CENTERLINE OF HIGHWAY 95 NORTHBOUND, 1.1 METERS (3.5 FT)
 LW5199'EAST-NORTHEAST FROM THE SOUTHEAST CORNER OF THE SOUTHEAST ENDWALL OF
 LW5199'THE HIGHWAY 95 NORTHBOUND BRIDGE OVER U.S. HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5200 ***********************************************************************
 LW5200  DESIGNATION -  PR 014
 LW5200  PID         -  LW5200
 LW5200  STATE/COUNTY-  RI/PROVIDENCE
 LW5200  USGS QUAD   -  PROVIDENCE (1975)
 LW5200
 LW5200                         *CURRENT SURVEY CONTROL
 LW5200  ___________________________________________________________________
 LW5200* NAD 83(1996)-  41 47 32.47789(N)    071 24 50.11210(W)     ADJUSTED  
 LW5200* NAVD 88     -        17.316  (meters)      56.81   (feet)  ADJUSTED  
 LW5200  ___________________________________________________________________
 LW5200  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 LW5200  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LW5200  DYNAMIC HT  -          17.310 (meters)      56.79  (feet)  COMP
 LW5200  MODELED GRAV-     980,312.4   (mgal)                       NAVD 88
 LW5200
 LW5200  HORZ ORDER  -  SECOND
 LW5200  VERT ORDER  -  SECOND    CLASS II
 LW5200
 LW5200.The horizontal coordinates were established by classical geodetic methods
 LW5200.and adjusted by the National Geodetic Survey in August 1998..
 LW5200
 LW5200.The orthometric height was determined by differential leveling
 LW5200.and adjusted by the National Geodetic Survey in June 1991..
 LW5200
 LW5200.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5200
 LW5200.The geoid height was determined by GEOID03.
 LW5200
 LW5200.The dynamic height is computed by dividing the NAVD 88
 LW5200.geopotential number by the normal gravity value computed on the
 LW5200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5200.degrees latitude (g = 980.6199 gals.).
 LW5200
 LW5200.The modeled gravity was interpolated from observed gravity values.
 LW5200
 LW5200;                    North         East     Units Scale Factor Converg.
 LW5200;SPC RI       -    78,748.722   107,154.885   MT  0.99999438   +0 03 26.5
 LW5200;SPC RI       -   258,361.43    351,557.32   sFT  0.99999438   +0 03 26.5
 LW5200;SPC MA M     -   838,009.977   207,154.856   MT  0.99998979   +0 03 28.2
 LW5200;SPC MA M     - 2,749,371.07    679,640.56   sFT  0.99998979   +0 03 28.2
 LW5200;UTM  19      - 4,629,538.687   299,429.535   MT  1.00009506   -1 36 33.3
 LW5200
 LW5200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5200!SPC RI       -   1.00000193  x   0.99999438  =   0.99999631
 LW5200!SPC MA M     -   1.00000193  x   0.99998979  =   0.99999172
 LW5200!UTM  19      -   1.00000193  x   1.00009506  =   1.00009699
 LW5200
 LW5200                          SUPERSEDED SURVEY CONTROL
 LW5200
 LW5200  NAD 83(1996)-  41 47 32.47767(N)    071 24 50.11194(W) AD(       ) 2
 LW5200  NAD 83(1992)-  41 47 32.47640(N)    071 24 50.11129(W) AD(       ) 2
 LW5200  NAD 83(1992)-  41 47 32.47620(N)    071 24 50.11130(W) AD(       ) 2
 LW5200  NAD 83(1986)-  41 47 32.47569(N)    071 24 50.11087(W) AD(       ) 2
 LW5200  NGVD 29 (12/24/91)   17.57   (m)           57.6    (f) LEVELING    3  
 LW5200
 LW5200.Superseded values are not recommended for survey control.
 LW5200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5200.See file dsdata.txt to determine how the superseded data were derived.
 LW5200
 LW5200_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9943029539(NAD 83)
 LW5200_MARKER: DD = SURVEY DISK
 LW5200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5200_SP_SET: CONCRETE POST
 LW5200_STAMPING: PR 014 1984
 LW5200_MARK LOGO: RIGS  
 LW5200_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5200+STABILITY: SURFACE MOTION
 LW5200
 LW5200  HISTORY     - Date     Condition        Report By
 LW5200  HISTORY     - 1984     MONUMENTED       RIGS
 LW5200  HISTORY     - 1984     GOOD             RIGS
 LW5200
 LW5200                          STATION DESCRIPTION
 LW5200
 LW5200'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5200'THE STATION IS LOCATED ABOUT 10.1 KM (6.25 MI)
 LW5200'SOUTH-SOUTHWEST OF PAWTUCKET,
 LW5200'4.5 KM (2.8 MI) SOUTHWEST OF EAST PROVIDENCE, AND
 LW5200'4.3 KM (2.65 MI) SOUTH OF THE STATE CAPITOL IN PROVIDENCE.
 LW5200'OWNERSHIP--STATE RIGHT OF WAY.
 LW5200'
 LW5200'TO REACH THE STATION FROM THE CONVERGENCE OF INTERSTATE HIGHWAY 95
 LW5200'SOUTHBOUND AND INTERSTATE HIGHWAY 195 WESTBOUND, WHICH IS ABOUT 1.8
 LW5200'KM (1.1 MI) SOUTH OF THE STATE CAPITOL, GO SOUTH FOR
 LW5200'3.4 KM (2.15 MI) ON HIGHWAY 95 TO THE STATION ON THE RIGHT, AT THE
 LW5200'TOP OF A SLOPE, NEAR A US ARMY RESERVE BUILDING.
 LW5200'
 LW5200'THE STATION IS A STANDARD RIGS DISK
 LW5200'STAMPED---PR 014 1984---,
 LW5200'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5200'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5200'12.5 METERS (41.0 FT) WEST FROM THE END OF A HIGHWAY RETAINING WALL,
 LW5200'10.8 METERS (35.3 FT) SOUTHWEST FROM THE CENTERLINE OF DETROIT
 LW5200'AVENUE,
 LW5200'4.9 METERS (16.0 FT) SOUTH-SOUTHWEST FROM THE CORNER POST OF A
 LW5200'CHAIN LINK FENCE,
 LW5200'1.9 METERS (6.1 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5200'
 LW5200'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5200
 LW5200                          STATION RECOVERY (1984)
 LW5200
 LW5200'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5200'4.3 KM (2.65 MI) SOUTH FROM STATE CAPITOL IN PROVIDENCE.
 LW5200'THE STATION IS LOCATED ABOUT 10.1 KM (6.25 MI) SOUTH-SOUTHWEST OF
 LW5200'PAWTUCKET, 4.5 KM (2.8 MI) SOUTHWEST OF EAST PROVIDENCE, AND 4.3 KM
 LW5200'(2.65 MI) SOUTH OF THE STATE CAPITOL IN PROVIDENCE.  OWNERSHIP--STATE
 LW5200'RIGHT OF WAY.  TO REACH THE STATION FROM THE CONVERGENCE OF
 LW5200'INTERSTATE HIGHWAY 95 SOUTHBOUND AND INTERSTATE HIGHWAY 195
 LW5200'WESTBOUND, WHICH IS ABOUT 1.8 KM (1.1 MI) SOUTH OF THE STATE CAPITOL,
 LW5200'GO SOUTH FOR 3.4 KM (2.15 MI) ON HIGHWAY 95 TO THE STATION ON THE
 LW5200'RIGHT, AT THE TOP OF A SLOPE, NEAR A US ARMY RESERVE BUILDING.  THE
 LW5200'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW5200'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 12.5 METERS
 LW5200'(41.0 FT) WEST FROM THE END OF A HIGHWAY RETAINING WALL, 10.8 METERS
 LW5200'(35.3 FT) SOUTHWEST FROM THE CENTERLINE OF DETROIT AVENUE, 4.9 METERS
 LW5200'(16.0 FT) SOUTH-SOUTHWEST FROM THE CORNER POST OF A CHAIN LINK FENCE,
 LW5200'1.9 METERS (6.1 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5203 ***********************************************************************
 LW5203  DESIGNATION -  PR 015
 LW5203  PID         -  LW5203
 LW5203  STATE/COUNTY-  RI/PROVIDENCE
 LW5203  USGS QUAD   -  PROVIDENCE (1975)
 LW5203
 LW5203                         *CURRENT SURVEY CONTROL
 LW5203  ___________________________________________________________________
 LW5203* NAD 83(1996)-  41 47 57.08305(N)    071 23 58.45144(W)     ADJUSTED  
 LW5203* NAVD 88     -         2.778  (meters)       9.11   (feet)  ADJUSTED  
 LW5203  ___________________________________________________________________
 LW5203  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LW5203  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW5203  DYNAMIC HT  -           2.777 (meters)       9.11  (feet)  COMP
 LW5203  MODELED GRAV-     980,315.8   (mgal)                       NAVD 88
 LW5203
 LW5203  HORZ ORDER  -  SECOND
 LW5203  VERT ORDER  -  SECOND    CLASS II
 LW5203
 LW5203.The horizontal coordinates were established by classical geodetic methods
 LW5203.and adjusted by the National Geodetic Survey in August 1998..
 LW5203
 LW5203.The orthometric height was determined by differential leveling
 LW5203.and adjusted by the National Geodetic Survey in June 1991..
 LW5203
 LW5203.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5203
 LW5203.The geoid height was determined by GEOID03.
 LW5203
 LW5203.The dynamic height is computed by dividing the NAVD 88
 LW5203.geopotential number by the normal gravity value computed on the
 LW5203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5203.degrees latitude (g = 980.6199 gals.).
 LW5203
 LW5203.The modeled gravity was interpolated from observed gravity values.
 LW5203
 LW5203;                    North         East     Units Scale Factor Converg.
 LW5203;SPC RI       -    79,509.144   108,346.772   MT  0.99999461   +0 04 01.0
 LW5203;SPC RI       -   260,856.25    355,467.70   sFT  0.99999461   +0 04 01.0
 LW5203;SPC MA M     -   838,770.406   208,346.730   MT  0.99998895   +0 04 02.9
 LW5203;SPC MA M     - 2,751,865.91    683,550.90   sFT  0.99998895   +0 04 02.9
 LW5203;UTM  19      - 4,630,264.191   300,643.153   MT  1.00008908   -1 35 59.6
 LW5203
 LW5203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5203!SPC RI       -   1.00000420  x   0.99999461  =   0.99999881
 LW5203!SPC MA M     -   1.00000420  x   0.99998895  =   0.99999315
 LW5203!UTM  19      -   1.00000420  x   1.00008908  =   1.00009328
 LW5203
 LW5203                          SUPERSEDED SURVEY CONTROL
 LW5203
 LW5203  NAD 83(1996)-  41 47 57.08288(N)    071 23 58.45131(W) AD(       ) 2
 LW5203  NAD 83(1992)-  41 47 57.08154(N)    071 23 58.45063(W) AD(       ) 2
 LW5203  NAD 83(1992)-  41 47 57.08136(N)    071 23 58.45064(W) AD(       ) 2
 LW5203  NAD 83(1986)-  41 47 57.08071(N)    071 23 58.45026(W) AD(       ) 2
 LW5203  NGVD 29 (12/24/91)    3.03   (m)            9.9    (f) LEVELING    3  
 LW5203
 LW5203.Superseded values are not recommended for survey control.
 LW5203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5203.See file dsdata.txt to determine how the superseded data were derived.
 LW5203
 LW5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0064330264(NAD 83)
 LW5203_MARKER: DD = SURVEY DISK
 LW5203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5203_SP_SET: CONCRETE POST
 LW5203_STAMPING: PR 015 1984
 LW5203_MARK LOGO: RIGS  
 LW5203_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5203+STABILITY: SURFACE MOTION
 LW5203
 LW5203  HISTORY     - Date     Condition        Report By
 LW5203  HISTORY     - 1985     MONUMENTED       RIGS
 LW5203  HISTORY     - 1985     GOOD             RIGS
 LW5203
 LW5203                          STATION DESCRIPTION
 LW5203
 LW5203'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5203'THE STATION IS LOCATED ABOUT 9.0 KM (5.6 MI)
 LW5203'SOUTH-SOUTHWEST OF PAWTUCKET,
 LW5203'3.7 KM (2.3 MI) SOUTH-SOUTHEAST OF THE STATE CAPITOL, AND
 LW5203'3.05 KM (1.9 MI) SOUTHWEST OF EAST PROVIDENCE.
 LW5203'OWNERSHIP--STATE RIGHT OF WAY.
 LW5203'
 LW5203'TO REACH THE STATION FROM THE THURBERS AVENUE EXIT 18 FROM
 LW5203'INTERSTATE HIGHWAY 95 SOUTHBOUND, WHICH IS ABOUT 3.1 KM (1.95 MI)
 LW5203'SOUTH-SOUTHEAST OF PROVIDENCE CITY HALL, GO EAST FOR 0.15 KM (0.1
 LW5203'MI) ON THURBERS AVENUE TO US HIGHWAY 1A (ALLENS AVENUE), GO SOUTH
 LW5203'FOR 0.3 KM (0.2 MI) ON ALLENS AVENUE TO THE STATION ON THE LEFT.
 LW5203'
 LW5203'THE STATION IS A STANDARD RIGS DISK
 LW5203'STAMPED---PR 015 1985---,
 LW5203'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5203'30 CM IN DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED
 LW5203'11.0 METERS (36.2 FT) EAST FROM THE  CENTERLINE OF ALLENS AVENUE,
 LW5203'2.0 METERS (8.8 FT) SOUTHEAST FROM THE FACE OF A NECO POLE 064,
 LW5203'1.0 METERS (3.3 FT) NORTH FROM THE EXTENSION OF THE CENTERLINE OF
 LW5203'AN ABANDONED RAIL LINE.
 LW5203'
 LW5203'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5203
 LW5203                          STATION RECOVERY (1985)
 LW5203
 LW5203'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5203'IN PROVIDENCE.
 LW5203'THE STATION IS LOCATED ABOUT 9.0 KM (5.6 MI) SOUTH-SOUTHWEST OF
 LW5203'PAWTUCKET, 3.7 KM (2.3 MI) SOUTH-SOUTHEAST OF THE STATE CAPITOL, AND
 LW5203'3.05 KM (1.9 MI) SOUTHWEST OF EAST PROVIDENCE.  OWNERSHIP--STATE
 LW5203'RIGHT OF WAY.  TO REACH THE STATION FROM THE THURBERS AVENUE EXIT 18
 LW5203'FROM INTERSTATE HIGHWAY 95 SOUTHBOUND, WHICH IS ABOUT 3.1 KM (1.95
 LW5203'MI) SOUTH-SOUTHEAST OF PROVIDENCE CITY HALL, GO EAST FOR 0.15 KM (0.1
 LW5203'MI) ON THURBERS AVENUE TO US HIGHWAY 1A (ALLENS AVENUE), GO SOUTH FOR
 LW5203'0.3 KM (0.2 MI) ON ALLENS AVENUE TO THE STATION ON THE LEFT.  THE
 LW5203'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW5203'MONUMENT 30 CM IN DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED
 LW5203'11.0 METERS (36.2 FT) EAST FROM THE CENTERLINE OF ALLENS AVENUE, 2.0
 LW5203'METERS (8.8 FT) SOUTHEAST FROM THE FACE OF A NECO POLE 064, 1.0
 LW5203'METERS (3.3 FT) NORTH FROM THE EXTENSION OF THE CENTERLINE OF AN
 LW5203'ABANDONED RAIL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5211 ***********************************************************************
 LW5211  DESIGNATION -  PR 016
 LW5211  PID         -  LW5211
 LW5211  STATE/COUNTY-  RI/PROVIDENCE
 LW5211  USGS QUAD   -  PROVIDENCE (1975)
 LW5211
 LW5211                         *CURRENT SURVEY CONTROL
 LW5211  ___________________________________________________________________
 LW5211* NAD 83(1996)-  41 49 50.60533(N)    071 24 51.40907(W)     ADJUSTED  
 LW5211* NAVD 88     -        24.189  (meters)      79.36   (feet)  ADJUSTED  
 LW5211  ___________________________________________________________________
 LW5211  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 LW5211  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW5211  DYNAMIC HT  -          24.182 (meters)      79.34  (feet)  COMP
 LW5211  MODELED GRAV-     980,320.2   (mgal)                       NAVD 88
 LW5211
 LW5211  HORZ ORDER  -  SECOND
 LW5211  VERT ORDER  -  SECOND    CLASS II
 LW5211
 LW5211.The horizontal coordinates were established by classical geodetic methods
 LW5211.and adjusted by the National Geodetic Survey in August 1998..
 LW5211
 LW5211.The orthometric height was determined by differential leveling
 LW5211.and adjusted by the National Geodetic Survey in June 1991..
 LW5211
 LW5211.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5211
 LW5211.The geoid height was determined by GEOID03.
 LW5211
 LW5211.The dynamic height is computed by dividing the NAVD 88
 LW5211.geopotential number by the normal gravity value computed on the
 LW5211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5211.degrees latitude (g = 980.6199 gals.).
 LW5211
 LW5211.The modeled gravity was interpolated from observed gravity values.
 LW5211
 LW5211;                    North         East     Units Scale Factor Converg.
 LW5211;SPC RI       -    83,010.267   107,120.690   MT  0.99999437   +0 03 25.8
 LW5211;SPC RI       -   272,342.85    351,445.13   sFT  0.99999437   +0 03 25.8
 LW5211;SPC MA M     -   842,271.493   207,120.628   MT  0.99998527   +0 03 27.3
 LW5211;SPC MA M     - 2,763,352.39    679,528.26   sFT  0.99998527   +0 03 27.3
 LW5211;UTM  19      - 4,633,799.850   299,519.351   MT  1.00009461   -1 36 38.5
 LW5211
 LW5211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5211!SPC RI       -   1.00000084  x   0.99999437  =   0.99999521
 LW5211!SPC MA M     -   1.00000084  x   0.99998527  =   0.99998611
 LW5211!UTM  19      -   1.00000084  x   1.00009461  =   1.00009545
 LW5211
 LW5211                          SUPERSEDED SURVEY CONTROL
 LW5211
 LW5211  NAD 83(1996)-  41 49 50.60517(N)    071 24 51.40902(W) AD(       ) 2
 LW5211  NAD 83(1992)-  41 49 50.60384(N)    071 24 51.40832(W) AD(       ) 2
 LW5211  NAD 83(1992)-  41 49 50.60369(N)    071 24 51.40833(W) AD(       ) 2
 LW5211  NAD 83(1986)-  41 49 50.60282(N)    071 24 51.40794(W) AD(       ) 2
 LW5211  NGVD 29 (12/24/91)   24.44   (m)           80.2    (f) LEVELING    3  
 LW5211
 LW5211.Superseded values are not recommended for survey control.
 LW5211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5211.See file dsdata.txt to determine how the superseded data were derived.
 LW5211
 LW5211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9951933800(NAD 83)
 LW5211_MARKER: DD = SURVEY DISK
 LW5211_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW5211_SP_SET: D
 LW5211_STAMPING: PR 016 1984
 LW5211_MARK LOGO: RIGS  
 LW5211_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5211
 LW5211  HISTORY     - Date     Condition        Report By
 LW5211  HISTORY     - 1985     MONUMENTED       RIGS
 LW5211  HISTORY     - 1985     GOOD             RIGS
 LW5211
 LW5211                          STATION DESCRIPTION
 LW5211
 LW5211'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5211'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI)
 LW5211'SOUTHEAST OF CENTERDALE,
 LW5211'6.1 KM (3.8 MI) SOUTHWEST OF PAWTUCKET,AND
 LW5211'3.5 KM (2.2 MI) NORTHWEST OF EAST PROVIDENCE.
 LW5211'OWNERSHIP--STATE RUGHT OF WAY.
 LW5211'
 LW5211'TO REACH THE STATION FROM THE STATE CAPITOL BULDING, WHICH IS ABOUT
 LW5211'3.5 KM (2.2 MI) NORTHWEST OF EAST PROVIDENCE, GO ON THE MARBLE
 LW5211'BALCONY TO THE SOUTHEAST CORNER OF CAPITOL BUILDING AND THE
 LW5211'STATION SET INTO THE BALCONY.
 LW5211'
 LW5211'THE STATION IS A STANDARD RIGS DISK
 LW5211'STAMPED---PR 016 1985---,
 LW5211'SET INTO A DRILL HOLE IN A MARBLE BALCONY SURROUNDING THE STATE
 LW5211'CAPITOL BULDING.
 LW5211'11.9 METERS (39.0 FT) EAST-NORTHEAST FROM THE GRANITE BASE OF THE
 LW5211'SOUTHEAST CORNER OF THE CAPITOL BUILDING,
 LW5211'8.5 METERS (27.8 FT) SOUTHEAST FROM A DRILL HOLE IS THE CENTER OF
 LW5211'THE TOP FIVE STEPS OF THE SOUTHEAST ENTRANCE TO THE CAPITOL
 LW5211'BUILDING,
 LW5211'2.1 METERS (6.9 FT) WEST-NORTHWEST FROM THE INSIDE FACE OF THE MOST
 LW5211'EASTERLY MARBLE RAILING OF THE BALCONY.
 LW5211'
 LW5211'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5211
 LW5211                          STATION RECOVERY (1985)
 LW5211
 LW5211'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5211'IN PROVIDENCE.
 LW5211'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI) SOUTHEAST OF CENTERDALE,
 LW5211'6.1 KM (3.8 MI) SOUTHWEST OF PAWTUCKET,AND 3.5 KM (2.2 MI) NORTHWEST
 LW5211'OF EAST PROVIDENCE.  OWNERSHIP--STATE RUGHT OF WAY.  TO REACH THE
 LW5211'STATION FROM THE STATE CAPITOL BULDING, WHICH IS ABOUT 3.5 KM (2.2
 LW5211'MI) NORTHWEST OF EAST PROVIDENCE, GO ON THE MARBLE BALCONY TO THE
 LW5211'SOUTHEAST CORNER OF CAPITOL BUILDING AND THE STATION SET INTO THE
 LW5211'BALCONY.  THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL HOLE
 LW5211'IN A MARBLE BALCONY SURROUNDING THE STATE CAPITOL BULDING.  11.9
 LW5211'METERS (39.0 FT) EAST-NORTHEAST FROM THE GRANITE BASE OF THE
 LW5211'SOUTHEAST CORNER OF THE CAPITOL BUILDING, 8.5 METERS (27.8 FT)
 LW5211'SOUTHEAST FROM A DRILL HOLE IS THE CENTER OF THE TOP FIVE STEPS OF
 LW5211'THE SOUTHEAST ENTRANCE TO THE CAPITOL BUILDING, 2.1 METERS (6.9 FT)
 LW5211'WEST-NORTHWEST FROM THE INSIDE FACE OF THE MOST EASTERLY MARBLE
 LW5211'RAILING OF THE BALCONY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5287 ***********************************************************************
 LW5287  DESIGNATION -  PR 020
 LW5287  PID         -  LW5287
 LW5287  STATE/COUNTY-  RI/PROVIDENCE
 LW5287  USGS QUAD   -  PROVIDENCE (1975)
 LW5287
 LW5287                         *CURRENT SURVEY CONTROL
 LW5287  ___________________________________________________________________
 LW5287* NAD 83(1996)-  41 49 23.54479(N)    071 27 43.59150(W)     ADJUSTED  
 LW5287* NAVD 88     -        18.989  (meters)      62.30   (feet)  ADJUSTED  
 LW5287  ___________________________________________________________________
 LW5287  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 LW5287  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW5287  DYNAMIC HT  -          18.983 (meters)      62.28  (feet)  COMP
 LW5287  MODELED GRAV-     980,305.6   (mgal)                       NAVD 88
 LW5287
 LW5287  HORZ ORDER  -  SECOND
 LW5287  VERT ORDER  -  SECOND    CLASS II
 LW5287
 LW5287.The horizontal coordinates were established by classical geodetic methods
 LW5287.and adjusted by the National Geodetic Survey in August 1998..
 LW5287
 LW5287.The orthometric height was determined by differential leveling
 LW5287.and adjusted by the National Geodetic Survey in June 1991..
 LW5287
 LW5287.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5287
 LW5287.The geoid height was determined by GEOID03.
 LW5287
 LW5287.The dynamic height is computed by dividing the NAVD 88
 LW5287.geopotential number by the normal gravity value computed on the
 LW5287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5287.degrees latitude (g = 980.6199 gals.).
 LW5287
 LW5287.The modeled gravity was interpolated from observed gravity values.
 LW5287
 LW5287;                    North         East     Units Scale Factor Converg.
 LW5287;SPC RI       -    82,172.521   103,147.974   MT  0.99999387   +0 01 31.0
 LW5287;SPC RI       -   269,594.35    338,411.31   sFT  0.99999387   +0 01 31.0
 LW5287;SPC MA M     -   841,433.734   203,147.950   MT  0.99998612   +0 01 31.6
 LW5287;SPC MA M     - 2,760,603.84    666,494.57   sFT  0.99998612   +0 01 31.6
 LW5287;UTM  19      - 4,633,078.001   295,523.495   MT  1.00011452   -1 38 32.6
 LW5287
 LW5287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5287!SPC RI       -   1.00000166  x   0.99999387  =   0.99999553
 LW5287!SPC MA M     -   1.00000166  x   0.99998612  =   0.99998778
 LW5287!UTM  19      -   1.00000166  x   1.00011452  =   1.00011619
 LW5287
 LW5287                          SUPERSEDED SURVEY CONTROL
 LW5287
 LW5287  NAD 83(1996)-  41 49 23.54454(N)    071 27 43.59139(W) AD(       ) 2
 LW5287  NAD 83(1992)-  41 49 23.54339(N)    071 27 43.59071(W) AD(       ) 2
 LW5287  NAD 83(1992)-  41 49 23.54323(N)    071 27 43.59077(W) AD(       ) 2
 LW5287  NAD 83(1986)-  41 49 23.54261(N)    071 27 43.59025(W) AD(       ) 2
 LW5287  NGVD 29 (12/24/91)   19.24   (m)           63.1    (f) LEVELING    3  
 LW5287
 LW5287.Superseded values are not recommended for survey control.
 LW5287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5287.See file dsdata.txt to determine how the superseded data were derived.
 LW5287
 LW5287_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9552333078(NAD 83)
 LW5287_MARKER: DD = SURVEY DISK
 LW5287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5287_SP_SET: CONCRETE POST
 LW5287_STAMPING: PR 020 1987
 LW5287_MARK LOGO: RIGS  
 LW5287_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5287+STABILITY: SURFACE MOTION
 LW5287
 LW5287  HISTORY     - Date     Condition        Report By
 LW5287  HISTORY     - 1987     MONUMENTED       RIGS
 LW5287  HISTORY     - 1987     GOOD             RIGS
 LW5287
 LW5287                          STATION DESCRIPTION
 LW5287
 LW5287'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5287'THE STATION IS LOCATED ABOUT 4.1 KM (2.55 MI)
 LW5287'WEST OF THE STATE CAPITOL IN PROVIDENCE.
 LW5287'OWNERSHIP--STATE RIGHT OF WAY.
 LW5287'
 LW5287'TO REACH THE STATION FROM THE DIVERGENCE OF STATE HIGHWAY 10 AND
 LW5287'STATE HIGHWAY 195, WHICH IS ABOUT 2.7 KM (1.7 MI) SOUTHWEST OF THE
 LW5287'STATE CAPITOL, GO WEST FOR 2.4 KM (1.5 MI) ON HIGHWAY 195 TO THE
 LW5287'STATION ON THE RIGHT.
 LW5287'
 LW5287'THE STATION IS A STANDARD RIGS DISK
 LW5287'STAMPED---PR 020 1987---,
 LW5287'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5287'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5287'13.8 METERS (45.3 FT) EAST-SOUTHEAST FROM AN ALUMINUM LIGHT POLE
 LW5287'666,
 LW5287'12.5 METERS (41.0 FT) NORTH-NORTHEAST FROM
 LW5287'THE CENTERLINE OF THREE TRAVEL LANES OF ROUTE 195 WEST,
 LW5287'4.7 METERS (15.5 FT) EAST-NORTHEAST FROM A SQUARE METAL CATCH BASIN
 LW5287'RIM
 LW5287'AT THE CURBLINE,
 LW5287'1.2 METERS (4.0 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5287'
 LW5287'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5287
 LW5287                          STATION RECOVERY (1987)
 LW5287
 LW5287'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5287'4.1 KM (2.55 MI) WEST FROM STATE CAPITOL IN PROVIDENCE.
 LW5287'THE STATION IS LOCATED ABOUT 4.1 KM (2.55 MI) WEST OF THE STATE
 LW5287'CAPITOL IN PROVIDENCE.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5287'STATION FROM THE DIVERGENCE OF STATE HIGHWAY 10 AND STATE HIGHWAY
 LW5287'195, WHICH IS ABOUT 2.7 KM (1.7 MI) SOUTHWEST OF THE STATE CAPITOL,
 LW5287'GO WEST FOR 2.4 KM (1.5 MI) ON HIGHWAY 195 TO THE STATION ON THE
 LW5287'RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW5287'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5287'13.8 METERS (45.3 FT) EAST-SOUTHEAST FROM AN ALUMINUM LIGHT POLE 666,
 LW5287'12.5 METERS (41.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THREE
 LW5287'TRAVEL LANES OF ROUTE 195 WEST, 4.7 METERS (15.5 FT) EAST-NORTHEAST
 LW5287'FROM A SQUARE METAL CATCH BASIN RIM AT THE CURBLINE, 1.2 METERS (4.0
 LW5287'FT) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5289 ***********************************************************************
 LW5289  DESIGNATION -  PR 021
 LW5289  PID         -  LW5289
 LW5289  STATE/COUNTY-  RI/PROVIDENCE
 LW5289  USGS QUAD   -  PROVIDENCE (1975)
 LW5289
 LW5289                         *CURRENT SURVEY CONTROL
 LW5289  ___________________________________________________________________
 LW5289* NAD 83(1996)-  41 49 16.55897(N)    071 27 09.00707(W)     ADJUSTED  
 LW5289* NAVD 88     -        13.786  (meters)      45.23   (feet)  ADJUSTED  
 LW5289  ___________________________________________________________________
 LW5289  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LW5289  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW5289  DYNAMIC HT  -          13.781 (meters)      45.21  (feet)  COMP
 LW5289  MODELED GRAV-     980,308.4   (mgal)                       NAVD 88
 LW5289
 LW5289  HORZ ORDER  -  SECOND
 LW5289  VERT ORDER  -  SECOND    CLASS II
 LW5289
 LW5289.The horizontal coordinates were established by classical geodetic methods
 LW5289.and adjusted by the National Geodetic Survey in August 1998..
 LW5289
 LW5289.The orthometric height was determined by differential leveling
 LW5289.and adjusted by the National Geodetic Survey in June 1991..
 LW5289
 LW5289.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5289
 LW5289.The geoid height was determined by GEOID03.
 LW5289
 LW5289.The dynamic height is computed by dividing the NAVD 88
 LW5289.geopotential number by the normal gravity value computed on the
 LW5289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5289.degrees latitude (g = 980.6199 gals.).
 LW5289
 LW5289.The modeled gravity was interpolated from observed gravity values.
 LW5289
 LW5289;                    North         East     Units Scale Factor Converg.
 LW5289;SPC RI       -    81,957.387   103,946.217   MT  0.99999394   +0 01 54.0
 LW5289;SPC RI       -   268,888.53    341,030.21   sFT  0.99999394   +0 01 54.0
 LW5289;UTM  19      - 4,632,839.700   296,315.234   MT  1.00011055   -1 38 09.3
 LW5289
 LW5289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5289!SPC RI       -   1.00000248  x   0.99999394  =   0.99999642
 LW5289!UTM  19      -   1.00000248  x   1.00011055  =   1.00011303
 LW5289
 LW5289                          SUPERSEDED SURVEY CONTROL
 LW5289
 LW5289  NAD 83(1996)-  41 49 16.55874(N)    071 27 09.00697(W) AD(       ) 2
 LW5289  NAD 83(1992)-  41 49 16.55755(N)    071 27 09.00632(W) AD(       ) 2
 LW5289  NAD 83(1992)-  41 49 16.55739(N)    071 27 09.00637(W) AD(       ) 2
 LW5289  NAD 83(1986)-  41 49 16.55658(N)    071 27 09.00597(W) AD(       ) 2
 LW5289  NGVD 29 (12/24/91)   14.04   (m)           46.1    (f) LEVELING    3  
 LW5289
 LW5289.Superseded values are not recommended for survey control.
 LW5289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5289.See file dsdata.txt to determine how the superseded data were derived.
 LW5289
 LW5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9631532840(NAD 83)
 LW5289_MARKER: DD = SURVEY DISK
 LW5289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5289_SP_SET: CONCRETE POST
 LW5289_STAMPING: PR 021 1987
 LW5289_MARK LOGO: RIGS  
 LW5289_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5289+STABILITY: SURFACE MOTION
 LW5289
 LW5289  HISTORY     - Date     Condition        Report By
 LW5289  HISTORY     - 1987     MONUMENTED       RIGS
 LW5289  HISTORY     - 1987     GOOD             RIGS
 LW5289
 LW5289                          STATION DESCRIPTION
 LW5289
 LW5289'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5289'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) WEST-SOUTHWEST OF THE
 LW5289'STATE CAPITOL IN PROVIDENCE ON THE NORTH SIDE OF STATE HIGHWAY 195.
 LW5289'OWNERSHIP--STATE RIGHT OF WAY.
 LW5289'
 LW5289'TO REACH THE STATION FROM THE DIVERGENCE OF STATE HIGHWAYS 10 AND
 LW5289'195 GO WEST FOR 1.6 KM (1.0 MI) ON HIGHWAY 195 TO THE STATION ON
 LW5289'RIGHT.
 LW5289'
 LW5289'THE STATION IS A STANDARD RIGS DISK
 LW5289'STAMPED---PR 021 1987---,
 LW5289'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5289'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5289'18.0 METERS (59.0 FT) SOUTHWEST FROM THE SOUTH EDGE OF THE
 LW5289'WOONASQUATUCKET RIVER,
 LW5289'10.8 METERS (35.5 FT) SOUTHEAST FROM AN ALUMINUM LIGHT POLE 640,
 LW5289'10.8 METERS (35.5 FT) NORTHEAST FROM THE CENTERLINE OF THREE TRAVEL
 LW5289'LANES OF HIGHWAY 195 WEST,
 LW5289'1.3 METERS (4.2 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5289'
 LW5289'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5289
 LW5289                          STATION RECOVERY (1987)
 LW5289
 LW5289'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5289'3.4 KM (2.1 MI) WSW FROM PROVIDENCE.
 LW5289'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) WEST-SOUTHWEST OF THE
 LW5289'STATE CAPITOL IN PROVIDENCE ON THE NORTH SIDE OF STATE HIGHWAY 195.
 LW5289'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5289'DIVERGENCE OF STATE HIGHWAYS 10 AND 195 GO WEST FOR 1.6 KM (1.0 MI)
 LW5289'ON HIGHWAY 195 TO THE STATION ON RIGHT.  THE STATION IS A STANDARD
 LW5289'RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LW5289'DIAMETER FLUSH WITH GROUND.  LOCATED 18.0 METERS (59.0 FT) SOUTHWEST
 LW5289'FROM THE SOUTH EDGE OF THE WOONASQUATUCKET RIVER, 10.8 METERS (35.5
 LW5289'FT) SOUTHEAST FROM AN ALUMINUM LIGHT POLE 640, 10.8 METERS (35.5 FT)
 LW5289'NORTHEAST FROM THE CENTERLINE OF THREE TRAVEL LANES OF HIGHWAY 195
 LW5289'WEST, 1.3 METERS (4.2 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5288 ***********************************************************************
 LW5288  DESIGNATION -  PR 022
 LW5288  PID         -  LW5288
 LW5288  STATE/COUNTY-  RI/PROVIDENCE
 LW5288  USGS QUAD   -  PROVIDENCE (1975)
 LW5288
 LW5288                         *CURRENT SURVEY CONTROL
 LW5288  ___________________________________________________________________
 LW5288* NAD 83(1996)-  41 49 02.84169(N)    071 26 56.53337(W)     ADJUSTED  
 LW5288* NAVD 88     -        17.234  (meters)      56.54   (feet)  ADJUSTED  
 LW5288  ___________________________________________________________________
 LW5288  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LW5288  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW5288  DYNAMIC HT  -          17.228 (meters)      56.52  (feet)  COMP
 LW5288  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 LW5288
 LW5288  HORZ ORDER  -  SECOND
 LW5288  VERT ORDER  -  SECOND    CLASS II
 LW5288
 LW5288.The horizontal coordinates were established by classical geodetic methods
 LW5288.and adjusted by the National Geodetic Survey in August 1998..
 LW5288
 LW5288.The orthometric height was determined by differential leveling
 LW5288.and adjusted by the National Geodetic Survey in June 1991..
 LW5288
 LW5288.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5288
 LW5288.The geoid height was determined by GEOID03.
 LW5288
 LW5288.The dynamic height is computed by dividing the NAVD 88
 LW5288.geopotential number by the normal gravity value computed on the
 LW5288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5288.degrees latitude (g = 980.6199 gals.).
 LW5288
 LW5288.The modeled gravity was interpolated from observed gravity values.
 LW5288
 LW5288;                    North         East     Units Scale Factor Converg.
 LW5288;SPC RI       -    81,534.340   104,234.339   MT  0.99999397   +0 02 02.3
 LW5288;SPC RI       -   267,500.58    341,975.49   sFT  0.99999397   +0 02 02.3
 LW5288;UTM  19      - 4,632,408.398   296,590.955   MT  1.00010917   -1 38 00.5
 LW5288
 LW5288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5288!SPC RI       -   1.00000194  x   0.99999397  =   0.99999591
 LW5288!UTM  19      -   1.00000194  x   1.00010917  =   1.00011111
 LW5288
 LW5288                          SUPERSEDED SURVEY CONTROL
 LW5288
 LW5288  NAD 83(1996)-  41 49 02.84146(N)    071 26 56.53326(W) AD(       ) 2
 LW5288  NAD 83(1992)-  41 49 02.84026(N)    071 26 56.53265(W) AD(       ) 2
 LW5288  NAD 83(1992)-  41 49 02.84011(N)    071 26 56.53269(W) AD(       ) 2
 LW5288  NAD 83(1986)-  41 49 02.83923(N)    071 26 56.53238(W) AD(       ) 2
 LW5288  NGVD 29 (12/24/91)   17.49   (m)           57.4    (f) LEVELING    3  
 LW5288
 LW5288.Superseded values are not recommended for survey control.
 LW5288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5288.See file dsdata.txt to determine how the superseded data were derived.
 LW5288
 LW5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9659132408(NAD 83)
 LW5288_MARKER: DD = SURVEY DISK
 LW5288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5288_SP_SET: CONCRETE POST
 LW5288_STAMPING: PR 022 1987
 LW5288_MARK LOGO: RIGS  
 LW5288_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5288+STABILITY: SURFACE MOTION
 LW5288
 LW5288  HISTORY     - Date     Condition        Report By
 LW5288  HISTORY     - 1987     MONUMENTED       RIGS
 LW5288  HISTORY     - 1987     GOOD             RIGS
 LW5288
 LW5288                          STATION DESCRIPTION
 LW5288
 LW5288'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5288'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 LW5288'SOUTHWEST OF THE STATE CAPITOL IN PROVIDENCE.
 LW5288'OWNERSHIP--STATE RIGHT OF WAY.
 LW5288'
 LW5288'TO REACH THE STATION FROM THE DIVERGENCE OF STATE HIGHWAYS 10 AND
 LW5288'195, GO WEST FOR 1.04 KM (0.65 MI) ON HIGHWAY 195 TO THE STATION ON
 LW5288'THE LEFT ON THE SOUTH SIDE OF THE HIGHWAY.
 LW5288'
 LW5288'THE STATION IS A STANDARD RIGS DISK
 LW5288'STAMPED---PR 022 1987---,
 LW5288'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5288'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5288'30.5 METERS (100.0 FT) SOUTHEAST FROM AN ALUMINUM LIGHT POLE 617,
 LW5288'9.75 METERS (32.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE THREE
 LW5288'TRAVEL LANES OF HIGHWAY 195 EASTBOUND,
 LW5288'8.8 METERS (28.9 FT) NORTHWEST FROM THE SOUTHWEST BRIDGE ENDWALL OF
 LW5288'THE HIGHWAY 195 EASTBOUND BRIDGE OVER HARTFORD AVENUE,
 LW5288'0.65 METERS (2.1 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5288'
 LW5288'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5288
 LW5288                          STATION RECOVERY (1987)
 LW5288
 LW5288'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5288'IN PROVIDENCE.
 LW5288'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHWEST OF THE STATE
 LW5288'CAPITOL IN PROVIDENCE.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5288'STATION FROM THE DIVERGENCE OF STATE HIGHWAYS 10 AND 195, GO WEST FOR
 LW5288'1.04 KM (0.65 MI) ON HIGHWAY 195 TO THE STATION ON THE LEFT ON THE
 LW5288'SOUTH SIDE OF THE HIGHWAY.  THE STATION IS A STANDARD RIGS DISK SET
 LW5288'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 LW5288'WITH GROUND.  LOCATED 30.5 METERS (100.0 FT) SOUTHEAST FROM AN
 LW5288'ALUMINUM LIGHT POLE 617, 9.75 METERS (32.0 FT) SOUTHWEST FROM THE
 LW5288'CENTERLINE OF THE THREE TRAVEL LANES OF HIGHWAY 195 EASTBOUND, 8.8
 LW5288'METERS (28.9 FT) NORTHWEST FROM THE SOUTHWEST BRIDGE ENDWALL OF THE
 LW5288'HIGHWAY 195 EASTBOUND BRIDGE OVER HARTFORD AVENUE, 0.65 METERS (2.1
 LW5288'FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5290 ***********************************************************************
 LW5290  DESIGNATION -  PR 023
 LW5290  PID         -  LW5290
 LW5290  STATE/COUNTY-  RI/PROVIDENCE
 LW5290  USGS QUAD   -  PROVIDENCE (1975)
 LW5290
 LW5290                         *CURRENT SURVEY CONTROL
 LW5290  ___________________________________________________________________
 LW5290* NAD 83(1996)-  41 49 03.64079(N)    071 26 20.61310(W)     ADJUSTED  
 LW5290* NAVD 88     -        21.674  (meters)      71.11   (feet)  ADJUSTED  
 LW5290  ___________________________________________________________________
 LW5290  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 LW5290  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW5290  DYNAMIC HT  -          21.667 (meters)      71.09  (feet)  COMP
 LW5290  MODELED GRAV-     980,311.9   (mgal)                       NAVD 88
 LW5290
 LW5290  HORZ ORDER  -  SECOND
 LW5290  VERT ORDER  -  SECOND    CLASS II
 LW5290
 LW5290.The horizontal coordinates were established by classical geodetic methods
 LW5290.and adjusted by the National Geodetic Survey in August 1998..
 LW5290
 LW5290.The orthometric height was determined by differential leveling
 LW5290.and adjusted by the National Geodetic Survey in June 1991..
 LW5290
 LW5290.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5290
 LW5290.The geoid height was determined by GEOID03.
 LW5290
 LW5290.The dynamic height is computed by dividing the NAVD 88
 LW5290.geopotential number by the normal gravity value computed on the
 LW5290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5290.degrees latitude (g = 980.6199 gals.).
 LW5290
 LW5290.The modeled gravity was interpolated from observed gravity values.
 LW5290
 LW5290;                    North         East     Units Scale Factor Converg.
 LW5290;SPC RI       -    81,559.534   105,063.348   MT  0.99999407   +0 02 26.3
 LW5290;SPC RI       -   267,583.24    344,695.33   sFT  0.99999407   +0 02 26.3
 LW5290;UTM  19      - 4,632,409.458   297,420.439   MT  1.00010502   -1 37 36.6
 LW5290
 LW5290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5290!SPC RI       -   1.00000124  x   0.99999407  =   0.99999531
 LW5290!UTM  19      -   1.00000124  x   1.00010502  =   1.00010626
 LW5290
 LW5290:                Primary Azimuth Mark                     Grid Az
 LW5290:SPC RI       -  PROVIDENCE LOURDE CATH CH                319 57 52.8
 LW5290:UTM  19      -  PROVIDENCE LOURDE CATH CH                321 37 55.7
 LW5290
 LW5290|---------------------------------------------------------------------|
 LW5290| PID    Reference Object                     Distance      Geod. Az  |
 LW5290|                                                           dddmmss.s |
 LW5290| LW2684 PROVIDENCE LOURDE CATH CH           APPROX. 1.1 KM 3200019.1 |
 LW5290|---------------------------------------------------------------------|
 LW5290
 LW5290                          SUPERSEDED SURVEY CONTROL
 LW5290
 LW5290  NAD 83(1996)-  41 49 03.64058(N)    071 26 20.61299(W) AD(       ) 2
 LW5290  NAD 83(1992)-  41 49 03.63934(N)    071 26 20.61240(W) AD(       ) 2
 LW5290  NAD 83(1992)-  41 49 03.63919(N)    071 26 20.61243(W) AD(       ) 2
 LW5290  NAD 83(1986)-  41 49 03.63824(N)    071 26 20.61215(W) AD(       ) 2
 LW5290  NGVD 29 (12/24/91)   21.92   (m)           71.9    (f) LEVELING    3  
 LW5290
 LW5290.Superseded values are not recommended for survey control.
 LW5290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5290.See file dsdata.txt to determine how the superseded data were derived.
 LW5290
 LW5290_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9742032409(NAD 83)
 LW5290_MARKER: DD = SURVEY DISK
 LW5290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5290_SP_SET: CONCRETE POST
 LW5290_STAMPING: PR 023 1987
 LW5290_MARK LOGO: RIGS  
 LW5290_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5290+STABILITY: SURFACE MOTION
 LW5290
 LW5290  HISTORY     - Date     Condition        Report By
 LW5290  HISTORY     - 1987     MONUMENTED       RIGS
 LW5290  HISTORY     - 1987     GOOD             RIGS
 LW5290
 LW5290                          STATION DESCRIPTION
 LW5290
 LW5290'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5290'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI)
 LW5290'SOUTHWEST OF THE STATE CAPITOL IN PROVIDENCE.
 LW5290'OWNERSHIP--STATE RIGHT OF WAY.
 LW5290'
 LW5290'TO REACH THE STATION FROM THE DEAN STREET BRIDGE OVER STATE HIGHWAY
 LW5290'10, GO SOUTHWEST FOR 1.6 KM (1.0 MI) ON HIGHWAY 10 TO THE STATION
 LW5290'THE RIGHT ON THE WEST SIDE OF THE HIGHWAY.
 LW5290'
 LW5290'THE STATION IS A STANDARD RIGS DISK
 LW5290'STAMPED---PR 023 1987---,
 LW5290'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5290'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5290'9.5 METERS (31.2 FT) NORTHEAST FROM AN ALUMINUM LIGHT POLE WITH NO
 LW5290'NUMBER,
 LW5290'9.5 METERS (31.2 FT) NORTHWEST FROM THE CENTERLINE OF THE FOUR
 LW5290'TRAVEL LANES OF HIGHWAY 10 SOUTHBOUND,
 LW5290'0.8 METERS (2.6 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 LW5290'THE NORTHWEST ENDWALL OF THE HIGHWAY 10 BRIDGE OVER BROADWAY,
 LW5290'0.6 METERS (2.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5290'
 LW5290'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5290
 LW5290                          STATION RECOVERY (1987)
 LW5290
 LW5290'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5290'IN PROVIDENCE.
 LW5290'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) SOUTHWEST OF THE STATE
 LW5290'CAPITOL IN PROVIDENCE.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5290'STATION FROM THE DEAN STREET BRIDGE OVER STATE HIGHWAY 10, GO
 LW5290'SOUTHWEST FOR 1.6 KM (1.0 MI) ON HIGHWAY 10 TO THE STATION THE RIGHT
 LW5290'ON THE WEST SIDE OF THE HIGHWAY.  THE STATION IS A STANDARD RIGS DISK
 LW5290'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 LW5290'WITH GROUND.  LOCATED 9.5 METERS (31.2 FT) NORTHEAST FROM AN ALUMINUM
 LW5290'LIGHT POLE WITH NO NUMBER, 9.5 METERS (31.2 FT) NORTHWEST FROM THE
 LW5290'CENTERLINE OF THE FOUR TRAVEL LANES OF HIGHWAY 10 SOUTHBOUND, 0.8
 LW5290'METERS (2.6 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF THE
 LW5290'NORTHWEST ENDWALL OF THE HIGHWAY 10 BRIDGE OVER BROADWAY, 0.6 METERS
 LW5290'(2.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5291 ***********************************************************************
 LW5291  DESIGNATION -  PR 025
 LW5291  PID         -  LW5291
 LW5291  STATE/COUNTY-  RI/PROVIDENCE
 LW5291  USGS QUAD   -  PROVIDENCE (1975)
 LW5291
 LW5291                         *CURRENT SURVEY CONTROL
 LW5291  ___________________________________________________________________
 LW5291* NAD 83(1996)-  41 49 32.31520(N)    071 25 33.89739(W)     ADJUSTED  
 LW5291* NAVD 88     -         9.814  (meters)      32.20   (feet)  ADJUSTED  
 LW5291  ___________________________________________________________________
 LW5291  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 LW5291  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW5291  DYNAMIC HT  -           9.811 (meters)      32.19  (feet)  COMP
 LW5291  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 LW5291
 LW5291  HORZ ORDER  -  SECOND
 LW5291  VERT ORDER  -  SECOND    CLASS II
 LW5291
 LW5291.The horizontal coordinates were established by classical geodetic methods
 LW5291.and adjusted by the National Geodetic Survey in August 1998..
 LW5291
 LW5291.The orthometric height was determined by differential leveling
 LW5291.and adjusted by the National Geodetic Survey in June 1991..
 LW5291
 LW5291.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5291
 LW5291.The geoid height was determined by GEOID03.
 LW5291
 LW5291.The dynamic height is computed by dividing the NAVD 88
 LW5291.geopotential number by the normal gravity value computed on the
 LW5291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5291.degrees latitude (g = 980.6199 gals.).
 LW5291
 LW5291.The modeled gravity was interpolated from observed gravity values.
 LW5291
 LW5291;                    North         East     Units Scale Factor Converg.
 LW5291;SPC RI       -    82,445.058   106,140.763   MT  0.99999421   +0 02 57.5
 LW5291;SPC RI       -   270,488.49    348,230.15   sFT  0.99999421   +0 02 57.5
 LW5291;SPC MA M     -   841,706.282   206,140.714   MT  0.99998584   +0 02 58.7
 LW5291;SPC MA M     - 2,761,498.03    676,313.33   sFT  0.99998584   +0 02 58.7
 LW5291;UTM  19      - 4,633,263.346   298,523.288   MT  1.00009954   -1 37 06.3
 LW5291
 LW5291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5291!SPC RI       -   1.00000310  x   0.99999421  =   0.99999731
 LW5291!SPC MA M     -   1.00000310  x   0.99998584  =   0.99998894
 LW5291!UTM  19      -   1.00000310  x   1.00009954  =   1.00010264
 LW5291
 LW5291:                Primary Azimuth Mark                     Grid Az
 LW5291:SPC RI       -  PROVIDENCE FIRST CH CHRIST SCI           077 36 58.9
 LW5291:SPC MA M     -  PROVIDENCE FIRST CH CHRIST SCI           077 36 57.7
 LW5291:UTM  19      -  PROVIDENCE FIRST CH CHRIST SCI           079 17 02.7
 LW5291
 LW5291|---------------------------------------------------------------------|
 LW5291| PID    Reference Object                     Distance      Geod. Az  |
 LW5291|                                                           dddmmss.s |
 LW5291| LW2665 PROVIDENCE FIRST CH CHRIST SCI      APPROX. 1.8 KM 0773956.4 |
 LW5291|---------------------------------------------------------------------|
 LW5291
 LW5291                          SUPERSEDED SURVEY CONTROL
 LW5291
 LW5291  NAD 83(1996)-  41 49 32.31502(N)    071 25 33.89732(W) AD(       ) 2
 LW5291  NAD 83(1992)-  41 49 32.31371(N)    071 25 33.89673(W) AD(       ) 2
 LW5291  NAD 83(1992)-  41 49 32.31356(N)    071 25 33.89675(W) AD(       ) 2
 LW5291  NAD 83(1986)-  41 49 32.31266(N)    071 25 33.89644(W) AD(       ) 2
 LW5291  NGVD 29 (12/24/91)   10.06   (m)           33.0    (f) LEVELING    3  
 LW5291
 LW5291.Superseded values are not recommended for survey control.
 LW5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5291.See file dsdata.txt to determine how the superseded data were derived.
 LW5291
 LW5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9852333263(NAD 83)
 LW5291_MARKER: DD = SURVEY DISK
 LW5291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5291_SP_SET: CONCRETE POST
 LW5291_STAMPING: PR 025 1987
 LW5291_MARK LOGO: RIGS  
 LW5291_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5291+STABILITY: SURFACE MOTION
 LW5291
 LW5291  HISTORY     - Date     Condition        Report By
 LW5291  HISTORY     - 1987     MONUMENTED       RIGS
 LW5291  HISTORY     - 1987     GOOD             RIGS
 LW5291
 LW5291                          STATION DESCRIPTION
 LW5291
 LW5291'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5291'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI)
 LW5291'WEST OF THE STATE CAPITOL IN PROVIDENCE.
 LW5291'OWNERSHIP--STATE RIGHT OF WAY.
 LW5291'
 LW5291'TO REACH THE STATION FROM THE DEAN STREET BRIDGE OVER STATE HIGHWAY
 LW5291'10, GO SOUTH FOR 0.16 KM (0.1 MI) ON DEAN STREET TO A RAMP LEADING
 LW5291'TO HIGHWAY 10 NORTHBOUND,
 LW5291'TURN RIGHT AND GO NORTH FOR 0.16 KM (0.1 MI) ON THE RAMP TO HIGHWAY
 LW5291'10 AND THE STATION ON THE RIGHT.
 LW5291'
 LW5291'THE STATION IS A STANDARD RIGS DISK
 LW5291'STAMPED---PR 025 1987---,
 LW5291'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5291'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5291'19.4 METERS (63.5 FT) SOUTH-SOUTHWEST FROM THE FACE OF THE WESTERLY
 LW5291'MOST OF FOUR COLUMNS SUPPORTING THE DEAN STREET BRIDGE OVER HIGHWAY
 LW5291'10,
 LW5291'18.8 METERS (61.5 FT) SOUTH FROM THE CENTER JERSEY BARRIER OF
 LW5291'HIGHWAY 10,
 LW5291'14.2 METERS (46.5 FT) WEST FROM THE APPROXIMATE CENTERLINE OF DEAN
 LW5291'STREET,
 LW5291'1.1 METERS (3.5 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 LW5291'
 LW5291'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5291
 LW5291                          STATION RECOVERY (1987)
 LW5291
 LW5291'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5291'IN PROVIDENCE.
 LW5291'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) WEST OF THE STATE
 LW5291'CAPITOL IN PROVIDENCE.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5291'STATION FROM THE DEAN STREET BRIDGE OVER STATE HIGHWAY 10, GO SOUTH
 LW5291'FOR 0.16 KM (0.1 MI) ON DEAN STREET TO A RAMP LEADING TO HIGHWAY 10
 LW5291'NORTHBOUND, TURN RIGHT AND GO NORTH FOR 0.16 KM (0.1 MI) ON THE RAMP
 LW5291'TO HIGHWAY 10 AND THE STATION ON THE RIGHT.  THE STATION IS A
 LW5291'STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW5291'CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 19.4 METERS (63.5 FT)
 LW5291'SOUTH-SOUTHWEST FROM THE FACE OF THE WESTERLY MOST OF FOUR COLUMNS
 LW5291'SUPPORTING THE DEAN STREET BRIDGE OVER HIGHWAY 10, 18.8 METERS (61.5
 LW5291'FT) SOUTH FROM THE CENTER JERSEY BARRIER OF HIGHWAY 10, 14.2 METERS
 LW5291'(46.5 FT) WEST FROM THE APPROXIMATE CENTERLINE OF DEAN STREET, 1.1
 LW5291'METERS (3.5 FT) NORTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0104 ***********************************************************************
 LW0104  DESIGNATION -  PR 58 C
 LW0104  PID         -  LW0104
 LW0104  STATE/COUNTY-  RI/WASHINGTON
 LW0104  USGS QUAD   -  EAST GREENWICH (1975)
 LW0104
 LW0104                         *CURRENT SURVEY CONTROL
 LW0104  ___________________________________________________________________
 LW0104* NAD 83(1996)-  41 37 46.18275(N)    071 26 06.82519(W)     ADJUSTED  
 LW0104* NAVD 88     -        31.674  (meters)     103.92   (feet)  ADJUSTED  
 LW0104  ___________________________________________________________________
 LW0104  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 LW0104  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW0104  DYNAMIC HT  -          31.664 (meters)     103.88  (feet)  COMP
 LW0104  MODELED GRAV-     980,291.7   (mgal)                       NAVD 88
 LW0104
 LW0104  HORZ ORDER  -  FIRST
 LW0104  VERT ORDER  -  FIRST     CLASS I
 LW0104
 LW0104.The horizontal coordinates were established by classical geodetic methods
 LW0104.and adjusted by the National Geodetic Survey in August 1998..
 LW0104
 LW0104.The orthometric height was determined by differential leveling
 LW0104.and adjusted by the National Geodetic Survey in June 1991..
 LW0104.WARNING-Repeat measurements at this control monument indicate possible
 LW0104.vertical movement.
 LW0104
 LW0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0104
 LW0104.The geoid height was determined by GEOID03.
 LW0104
 LW0104.The dynamic height is computed by dividing the NAVD 88
 LW0104.geopotential number by the normal gravity value computed on the
 LW0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0104.degrees latitude (g = 980.6199 gals.).
 LW0104
 LW0104.The modeled gravity was interpolated from observed gravity values.
 LW0104
 LW0104;                    North         East     Units Scale Factor Converg.
 LW0104;SPC RI       -    60,658.825   105,397.291   MT  0.99999411   +0 02 34.9
 LW0104;SPC RI       -   199,011.50    345,790.95   sFT  0.99999411   +0 02 34.9
 LW0104;UTM  19      - 4,611,505.534   297,147.149   MT  1.00010641   -1 37 05.9
 LW0104
 LW0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0104!SPC RI       -   0.99999973  x   0.99999411  =   0.99999384
 LW0104!UTM  19      -   0.99999973  x   1.00010641  =   1.00010614
 LW0104
 LW0104:                Primary Azimuth Mark                     Grid Az
 LW0104:SPC RI       -  EAST PROVIDENCE MUNICIPAL TANK           018 13 31.4
 LW0104:UTM  19      -  EAST PROVIDENCE MUNICIPAL TANK           019 53 12.2
 LW0104
 LW0104|---------------------------------------------------------------------|
 LW0104| PID    Reference Object                     Distance      Geod. Az  |
 LW0104|                                                           dddmmss.s |
 LW0104| LW2638 EAST PROVIDENCE MUNICIPAL TANK      APPROX.20.3 KM 0181606.3 |
 LW0104| LW2557 WARWICK NECK SEM WATER TOWER        APPROX. 7.7 KM 0383446.7 |
 LW0104| LW2338 BRISTOL VETERANS HOME WATER TK      APPROX.16.2 KM 0670712.2 |
 LW0104| LW2340 BRISTOL KAISER ALUM CO TANK         APPROX.14.7 KM 0702707.5 |
 LW0104| LW2333 BRISTOL KAISER ALUM CO STACK        APPROX.14.5 KM 0703149.0 |
 LW0104| LW2501 CAMP THOMAS EAST TANK               APPROX. 2.8 KM 1785400.9 |
 LW0104| LW0103 PR 58 C RM 1                         21.535 METERS 20442     |
 LW0104| LW0106 PR 58 C AZ MK                                      3130218.1 |
 LW0104| LW0105 PR 58 C RM 2                         21.136 METERS 34910     |
 LW0104| LW2695 PROVIDENCE TV STA WPRO MAST         APPROX.19.7 KM 3505333.8 |
 LW0104| LW2698 PROVIDENCE RAD STA WPJB FM TWR      APPROX.19.9 KM 3514256.1 |
 LW0104|---------------------------------------------------------------------|
 LW0104
 LW0104                          SUPERSEDED SURVEY CONTROL
 LW0104
 LW0104  NAD 83(1996)-  41 37 46.18210(N)    071 26 06.82463(W) AD(       ) 1
 LW0104  NAD 83(1992)-  41 37 46.18127(N)    071 26 06.82439(W) AD(       ) 1
 LW0104  NAD 83(1992)-  41 37 46.18076(N)    071 26 06.82428(W) AD(       ) 1
 LW0104  NAD 83(1986)-  41 37 46.18094(N)    071 26 06.82355(W) AD(       ) 1
 LW0104  NAD 27      -  41 37 45.81531(N)    071 26 08.61892(W) AD(       ) 1
 LW0104  NGVD 29 (??/??/92)   31.937  (m)          104.78   (f) ADJ UNCH    1 1
 LW0104
 LW0104.Superseded values are not recommended for survey control.
 LW0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0104.See file dsdata.txt to determine how the superseded data were derived.
 LW0104
 LW0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9714711506(NAD 83)
 LW0104_MARKER: DS = TRIANGULATION STATION DISK
 LW0104_SETTING: 66 = SET IN ROCK OUTCROP
 LW0104_SP_SET: ROCK OUTCROP
 LW0104_STAMPING: PR 58 C 1958
 LW0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0104+STABILITY: POSITION/ELEVATION WELL
 LW0104
 LW0104  HISTORY     - Date     Condition        Report By
 LW0104  HISTORY     - 1958     MONUMENTED       CGS
 LW0104  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LW0104  HISTORY     - 1965     GOOD             NGS
 LW0104  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW0104  HISTORY     - 1968     GOOD             NGS
 LW0104  HISTORY     - 20010807 MARK NOT FOUND   USPSQD
 LW0104
 LW0104                          STATION DESCRIPTION
 LW0104
 LW0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW0104'THE STATION IS ABOUT 2-1/2 MILES SOUTH SOUTHEAST OF EAST GREENWICH,
 LW0104'ABOUT 2 MILES NORTH NORTHWEST OF THE QUONSET POINT NAVAL AIR
 LW0104'STATION AND AT THE SITE FOR PR 58 C WHICH IS OWNED AND OPERATED
 LW0104'BY THE U.S. ARMY.  IT IS AT THE SOUTHEAST EDGE OF THE SITE, 60
 LW0104'FEET NORTH NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE SLAB,
 LW0104'10 FEET NORTHWEST OF A WHITE WITNESS POST AND 7 FEET WEST OF A
 LW0104'HIGH WOVEN WIRE FENCE.  THE DISK IS SET IN A DRILL HOLE IN
 LW0104'OUTCROPPING BED ROCK AND IS STAMPED PR 58 C 1958.
 LW0104'
 LW0104'TO REACH THE STATION FROM THE CITY HALL IN EAST GREENWICH, GO
 LW0104'SOUTH ON U.S. HIGHWAY 1 FOR 2.6 MILES TO A BRIDGE OVER A
 LW0104'RAILROAD.  CONTINUE SOUTH ON HIGHWAY 1 FOR 0.3 MILE TO THE JUNCTION
 LW0104'OF ESSEX ROAD.  TURN LEFT AND GO EAST ON ESSEX ROAD FOR 0.55 MILE
 LW0104'TO A T-ROAD INTERSECTION.  TURN RIGHT AND GO SOUTH ON THE PAVED
 LW0104'ROAD FOR 1.1 MILES TO A T-ROAD INTERSECTION.  TURN LEFT AND GO
 LW0104'EAST ON PAVED ROAD FOR 0.4 MILE TO A PAVED SIDE ROAD LEFT.  TURN
 LW0104'LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.6 MILE TO THE GATE TO THE
 LW0104'SITE AND THE STATION IN THE SOUTHEAST EDGE AS DESCRIBED.
 LW0104'
 LW0104'REFERENCE MARK 1 IS SET IN A DRILL HOLE IN A CONCRETE SLAB.
 LW0104'
 LW0104'THE DISK IS STAMPED PR 58 C NO 1 1958.
 LW0104'
 LW0104'REFERENCE MARK 2 IS SET IN A DRILL HOLE IN OUTCROPPING
 LW0104'BEDROCK.  IT IS 60 FEET NORTH OF THE WHITE WITNESS POST AND 18
 LW0104'FEET WEST OF THE FENCE.  THE DISK IS STAMPED PR 58 C NO 2 1958.
 LW0104'
 LW0104'THE AZIMUTH MARK IS 165 FEET WEST OF THE NORTHWEST CORNER OF A
 LW0104'BASKETBALL COURT AT THE NORTH EDGE OF THE SITE, 3 FEET EAST OF
 LW0104'A WHITE WITNESS POST AND 1 FOOT SOUTH OF A HIGH WOVEN WIRE
 LW0104'FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LW0104'PR 58 C 1958.
 LW0104'
 LW0104'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF ROCKS ON LINE.
 LW0104'
 LW0104'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LW0104
 LW0104                          STATION RECOVERY (1965)
 LW0104
 LW0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LW0104'THE STATION, REFERENCE MARKS NO.1 AND 2 AND THE AZIMUTH MARK
 LW0104'WERE ALL RECOVERED AND IN GOOD CONDITION.
 LW0104'
 LW0104'THE STATION MAY BE REACHED BY GOING 4.2 MILES SOUTH ALONG
 LW0104'U.S. HIGHWAY 1 FROM THE POST OFFICE AT EAST GREENWICH, THENCE 1.6
 LW0104'MILES EAST AND NORTH ALONG NEWCOMB ROAD, THENCE 0.4 MILES
 LW0104'NORTHEAST ALONG FLETCHERS ROAD, THENCE 0.6 MILE NORTHWEST ALONG
 LW0104'HAPPY ROAD, NEAR THE SOUTHEAST CORNER OF THE FENCE AROUND THE
 LW0104'NORTH DISTRICT OF THE QUONSET POINT NAVAL AIR STATION, SET IN THE
 LW0104'TOP OF A 5-BY-4-FOOT OUTCROP, 155 FEET EAST OF THE NORTHEAST
 LW0104'CORNER OF BUILDING NO. 355, 102 FEET NORTH OF THE NORTHEAST
 LW0104'CORNER FENCE POST, 7 FEET WEST OF THE NORTH-SOUTH FENCE LINE AND
 LW0104'ON THE HIGHEST POINT IN AREA.
 LW0104'
 LW0104'RM 1 IS 70.8 FEET SOUTHWEST OF THE STATION, 40 FEET WEST OF A
 LW0104'FENCE LINE, 140 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LW0104'BUILDING NO. 355, SET ON THE TOP OF A LARGE CONCRETE SLAB AND ON
 LW0104'THE TOP OF A MOUND.
 LW0104'
 LW0104'RM NO. 2 IS 69.4 FEET NORTH OF THE STATION, 149 FEET EAST OF
 LW0104'THE NORTHWEST CORNER OF BUILDING NO. 355, 17 FEET WEST OF A
 LW0104'NORTH-SOUTH FENCE LINE, SET IN THE TOP OF A LARGE ROCK OUTCROP
 LW0104'WHICH IS 15 FEET LONG AND 5 FEET WIDE AND PROJECTS 1 FOOT ABOVE
 LW0104'THE GROUND.
 LW0104'
 LW0104'THE AZIMUTH MARK IS LOCATED INSIDE OF THE FENCE AROUND THE
 LW0104'NORTH DISTRICT OF THE QUONSET POINT NAVAL AIR STATION, ABOUT
 LW0104'125 YARDS NORTHWEST OF THE NORTHWEST END OF ROAD, 171 FEET WEST
 LW0104'OF THE NORTHWEST CORNER OF A BASKETBALL COURT, 126 FEET EAST OF
 LW0104'THE NORTHWEST CORNER FENCE POST, 1 FOOT SOUTH OF A FENCE LINE,
 LW0104'5 FEET BELOW THE LEVEL OF THE BASKETBALL COURT, 2 FEET EAST OF A
 LW0104'WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LW0104'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW0104
 LW0104                          STATION RECOVERY (1965)
 LW0104
 LW0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LW0104'6.8 MI SE FROM EAST GREENWICH.
 LW0104'4.2 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LW0104'EAST GREENWICH, THENCE 1.6 MILES EAST AND NORTH ALONG NEWCOMB ROAD,
 LW0104'THENCE 0.4 MILE NORTHEAST ALONG FLETCHERS ROAD, THENCE 0.6 MILE
 LW0104'NORTHWEST ALONG HAPPY ROAD, NEAR THE SOUTHEAST CORNER OF FENCE
 LW0104'AROUND THE NORTH DISTRICT OF THE QUONSET NAVAL AIR STATION, SET
 LW0104'IN THE TOP OF AN OUTCROP WHICH IS 5 FEET LONG AND 4 FEET WIDE,
 LW0104'155 FEET EAST OF THE NORTHEAST CORNER OF BUILDING NO. 355, 102
 LW0104'FEET NORTH OF THE NORTHEAST CORNER OF FENCE, 7 FEET WEST OF A
 LW0104'NORTH-SOUTH FENCE LINE AND ON TOP OF THE HIGHEST POINT IN THIS
 LW0104'AREA.
 LW0104
 LW0104                          STATION RECOVERY (1968)
 LW0104
 LW0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0104'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LW0104'CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED
 LW0104'WITH THE PREVIOUS DESCRIPTION.
 LW0104'
 LW0104'THE SITE IS PRESENTLY BEING USED BY 102ND TACTICAL AIR
 LW0104'COMMAND-CONTROL SQUADRON.  PERMISSION WAS OBTAINED FROM THE
 LW0104'COMMANDER OF THE SQUADRON AT 645 NEW LONDON AVE., HOWARD, RHODE
 LW0104'ISLAND.
 LW0104
 LW0104                          STATION RECOVERY (1968)
 LW0104
 LW0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LW0104'RECOVERED IN GOOD CONDITION.
 LW0104
 LW0104                          STATION RECOVERY (2001)
 LW0104
 LW0104'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0104'THE STATION DISK HAS BEEN REMOVED.  THIS AREA IS NOW A RECREATIONAL
 LW0104'PARK FOR THE TOWN OF WICKFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0106 ***********************************************************************
 LW0106  DESIGNATION -  PR 58 C AZ MK
 LW0106  PID         -  LW0106
 LW0106  STATE/COUNTY-  RI/WASHINGTON
 LW0106  USGS QUAD   -  EAST GREENWICH (1975)
 LW0106
 LW0106                         *CURRENT SURVEY CONTROL
 LW0106  ___________________________________________________________________
 LW0106* NAD 83(1986)-  41 37 45.     (N)    071 26 15.     (W)     SCALED    
 LW0106* NAVD 88     -        25.814  (meters)      84.69   (feet)  ADJUSTED  
 LW0106  ___________________________________________________________________
 LW0106  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW0106  DYNAMIC HT  -          25.806 (meters)      84.67  (feet)  COMP
 LW0106  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 LW0106
 LW0106  VERT ORDER  -  FIRST     CLASS I
 LW0106
 LW0106.The horizontal coordinates were scaled from a topographic map and have
 LW0106.an estimated accuracy of +/- 6 seconds.
 LW0106
 LW0106.The orthometric height was determined by differential leveling
 LW0106.and adjusted by the National Geodetic Survey in June 1991..
 LW0106
 LW0106.The geoid height was determined by GEOID03.
 LW0106
 LW0106.The dynamic height is computed by dividing the NAVD 88
 LW0106.geopotential number by the normal gravity value computed on the
 LW0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0106.degrees latitude (g = 980.6199 gals.).
 LW0106
 LW0106.The modeled gravity was interpolated from observed gravity values.
 LW0106
 LW0106;                    North         East    Units  Estimated Accuracy
 LW0106;SPC RI       -    60,620.      105,210.      MT  (+/- 180 meters Scaled)
 LW0106
 LW0106                          SUPERSEDED SURVEY CONTROL
 LW0106
 LW0106  NGVD 29 (??/??/92)   26.077  (m)           85.55   (f) ADJ UNCH    1 1
 LW0106
 LW0106.Superseded values are not recommended for survey control.
 LW0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0106.See file dsdata.txt to determine how the superseded data were derived.
 LW0106
 LW0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG969114(NAD 83)
 LW0106_MARKER: DZ = AZIMUTH MARK DISK
 LW0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0106_STAMPING: PR 58 C 1958
 LW0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0106+STABILITY: SURFACE MOTION
 LW0106
 LW0106  HISTORY     - Date     Condition        Report By
 LW0106  HISTORY     - 1958     MONUMENTED       CGS
 LW0106  HISTORY     - 1965     GOOD             NGS
 LW0106  HISTORY     - 1988     GOOD             USPSQD
 LW0106  HISTORY     - 20010807 MARK NOT FOUND   USPSQD
 LW0106
 LW0106                          STATION DESCRIPTION
 LW0106
 LW0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0106'6.8 MI SE FROM EAST GREENWICH.
 LW0106'4.2 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LW0106'EAST GREENWICH, THENCE 1.6 MILES EAST AND NORTH ALONG NEWCOMB ROAD,
 LW0106'THENCE 0.4 MILE NORTHEAST ALONG FLETCHERS ROAD, THENCE 0.6 MILE
 LW0106'NORTHWEST ALONG HAPPY ROAD, INSIDE OF THE FENCE AROUND THE NORTH
 LW0106'DISTRICT OF THE QUONSET POINT NAVAL AIR STATION, ABOUT 125 YARDS
 LW0106'NORTHWEST OF THE NORTHWEST END OF THE ROAD, 171 FEET WEST OF THE
 LW0106'NORTHWEST CORNER OF A BASKETBALL COURT, 126 FEET EAST OF THE
 LW0106'NORTHWEST CORNER POST OF FENCE, 1 FOOT SOUTH OF A FENCE LINE,
 LW0106'2 FEET EAST OF A WOODEN WITNESS POST, 5 FEET BELOW THE LEVEL OF
 LW0106'THE BASKETBALL COURT AND SET IN THE TOP OF A CONCRETE POST
 LW0106'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW0106
 LW0106                          STATION RECOVERY (1988)
 LW0106
 LW0106'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0106'RECOVERED IN GOOD CONDITION.
 LW0106
 LW0106                          STATION RECOVERY (2001)
 LW0106
 LW0106'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0106'A HOUSING DEVELOPMENT HAS BEEN BUILT IN THIS AREA CALLED SIGNAL ROCK
 LW0106'ACRES.  A ROAD NAMED SIGNAL ROCK ROAD HAS BEEN CONSTRUCTED.  THE GPS
 LW0106'LAT/LON OF THIS STATION IS IN THE MIDDLE OF THAT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0103 ***********************************************************************
 LW0103  DESIGNATION -  PR 58 C RM 1
 LW0103  PID         -  LW0103
 LW0103  STATE/COUNTY-  RI/WASHINGTON
 LW0103  USGS QUAD   -  EAST GREENWICH (1975)
 LW0103
 LW0103                         *CURRENT SURVEY CONTROL
 LW0103  ___________________________________________________________________
 LW0103* NAD 83(1986)-  41 37 45.     (N)    071 26 07.     (W)     SCALED    
 LW0103* NAVD 88     -        32.658  (meters)     107.15   (feet)  ADJUSTED  
 LW0103  ___________________________________________________________________
 LW0103  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW0103  DYNAMIC HT  -          32.647 (meters)     107.11  (feet)  COMP
 LW0103  MODELED GRAV-     980,291.6   (mgal)                       NAVD 88
 LW0103
 LW0103  VERT ORDER  -  FIRST     CLASS I
 LW0103
 LW0103.The horizontal coordinates were scaled from a topographic map and have
 LW0103.an estimated accuracy of +/- 6 seconds.
 LW0103
 LW0103.The orthometric height was determined by differential leveling
 LW0103.and adjusted by the National Geodetic Survey in June 1991..
 LW0103
 LW0103.The geoid height was determined by GEOID03.
 LW0103
 LW0103.The dynamic height is computed by dividing the NAVD 88
 LW0103.geopotential number by the normal gravity value computed on the
 LW0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0103.degrees latitude (g = 980.6199 gals.).
 LW0103
 LW0103.The modeled gravity was interpolated from observed gravity values.
 LW0103
 LW0103;                    North         East    Units  Estimated Accuracy
 LW0103;SPC RI       -    60,620.      105,390.      MT  (+/- 180 meters Scaled)
 LW0103
 LW0103                          SUPERSEDED SURVEY CONTROL
 LW0103
 LW0103  NGVD 29 (??/??/92)   32.921  (m)          108.01   (f) ADJ UNCH    1 1
 LW0103
 LW0103.Superseded values are not recommended for survey control.
 LW0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0103.See file dsdata.txt to determine how the superseded data were derived.
 LW0103
 LW0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG971114(NAD 83)
 LW0103_MARKER: DR = REFERENCE MARK DISK
 LW0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0103_SP_SET: CONCRETE SLAB
 LW0103_STAMPING: PR 58 C TTR NO 1 1958
 LW0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0103
 LW0103  HISTORY     - Date     Condition        Report By
 LW0103  HISTORY     - 1958     MONUMENTED       CGS
 LW0103  HISTORY     - 1965     GOOD             NGS
 LW0103  HISTORY     - 1988     GOOD             USPSQD
 LW0103  HISTORY     - 20010807 MARK NOT FOUND   USPSQD
 LW0103
 LW0103                          STATION DESCRIPTION
 LW0103
 LW0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0103'6.8 MI SE FROM EAST GREENWICH.
 LW0103'4.2 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LW0103'EAST GREENWICH, THENCE 1.6 MILES EAST AND NORTH ALONG NEWCOMB
 LW0103'ROAD, THENCE 0.4 MILE NORTHEAST ALONG FLETCHERS ROAD, THENCE
 LW0103'0.6 MILE NORTHWEST ALONG HAPPY ROAD, NEAR THE SOUTHEAST CORNER
 LW0103'OF A STEEL FENCE AROUND THE NORTH DISTRICT OF THE QUONSET POINT
 LW0103'NAVAL AIR STATION, SET IN THE TOP OF A CONCRETE SLAB WHICH IS
 LW0103'ABOUT 20 FEET SQUARE, 140 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LW0103'OF BUILDING NO. 355, 56 FEET NORTHWEST OF THE SOUTHEAST CORNER
 LW0103'OF FENCE, 70.8 FEET SOUTHWEST OF THE STATION MARK, 40 FEET WEST
 LW0103'OF THE NORTH-SOUTH FENCE LINE AND ON THE TOP OF A MOUND.
 LW0103
 LW0103                          STATION RECOVERY (1988)
 LW0103
 LW0103'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0103'RECOVERED IN GOOD CONDITION.
 LW0103
 LW0103                          STATION RECOVERY (2001)
 LW0103
 LW0103'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0103'THE DISK OF THIS REFERENCE MARK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0105 ***********************************************************************
 LW0105  DESIGNATION -  PR 58 C RM 2
 LW0105  PID         -  LW0105
 LW0105  STATE/COUNTY-  RI/WASHINGTON
 LW0105  USGS QUAD   -  EAST GREENWICH (1975)
 LW0105
 LW0105                         *CURRENT SURVEY CONTROL
 LW0105  ___________________________________________________________________
 LW0105* NAD 83(1986)-  41 37 45.     (N)    071 26 07.     (W)     SCALED    
 LW0105* NAVD 88     -        32.254  (meters)     105.82   (feet)  ADJUSTED  
 LW0105  ___________________________________________________________________
 LW0105  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW0105  DYNAMIC HT  -          32.243 (meters)     105.78  (feet)  COMP
 LW0105  MODELED GRAV-     980,291.6   (mgal)                       NAVD 88
 LW0105
 LW0105  VERT ORDER  -  FIRST     CLASS I
 LW0105
 LW0105.The horizontal coordinates were scaled from a topographic map and have
 LW0105.an estimated accuracy of +/- 6 seconds.
 LW0105
 LW0105.The orthometric height was determined by differential leveling
 LW0105.and adjusted by the National Geodetic Survey in June 1991..
 LW0105.WARNING-Repeat measurements at this control monument indicate possible
 LW0105.vertical movement.
 LW0105
 LW0105.The geoid height was determined by GEOID03.
 LW0105
 LW0105.The dynamic height is computed by dividing the NAVD 88
 LW0105.geopotential number by the normal gravity value computed on the
 LW0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0105.degrees latitude (g = 980.6199 gals.).
 LW0105
 LW0105.The modeled gravity was interpolated from observed gravity values.
 LW0105
 LW0105;                    North         East    Units  Estimated Accuracy
 LW0105;SPC RI       -    60,620.      105,390.      MT  (+/- 180 meters Scaled)
 LW0105
 LW0105                          SUPERSEDED SURVEY CONTROL
 LW0105
 LW0105  NGVD 29 (??/??/92)   32.517  (m)          106.68   (f) ADJ UNCH    1 1
 LW0105
 LW0105.Superseded values are not recommended for survey control.
 LW0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0105.See file dsdata.txt to determine how the superseded data were derived.
 LW0105
 LW0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG971114(NAD 83)
 LW0105_MARKER: DB = BENCH MARK DISK
 LW0105_SETTING: 66 = SET IN ROCK OUTCROP
 LW0105_SP_SET: ROCK OUTCROP
 LW0105_STAMPING: PR 58 C NO 2 1958
 LW0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0105+STABILITY: POSITION/ELEVATION WELL
 LW0105
 LW0105  HISTORY     - Date     Condition        Report By
 LW0105  HISTORY     - 1958     MONUMENTED       CGS
 LW0105  HISTORY     - 1965     GOOD             NGS
 LW0105  HISTORY     - 20010807 MARK NOT FOUND   USPSQD
 LW0105
 LW0105                          STATION DESCRIPTION
 LW0105
 LW0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0105'6.8 MI SE FROM EAST GREENWICH.
 LW0105'4.2 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LW0105'EAST GREENWICH, THENCE 1.6 MILES EAST AND NORTH ALONG NEWCOMB
 LW0105'ROAD, THENCE 0.4 MILE NORTHEAST ALONG FLETCHERS ROAD, THENCE 0.6
 LW0105'MILE NORTHWEST ALONG HAPPY ROAD, AT THE INSIDE OF A FENCE NEAR
 LW0105'THE SOUTHEAST CORNER OF THE NORTH DISTRICT OF THE QUONSET POINT
 LW0105'NAVAL AIR STATION, SET IN THE TOP OF A ROCK OUTCROP WHICH IS
 LW0105'15 FEET LONG AND 5 FEET WIDE, 149 FEET EAST OF THE NORTHWEST
 LW0105'CORNER OF BUILDING NO. 355, 172 FEET NORTH OF THE SOUTHEAST
 LW0105'CORNER OF A FENCE, 69.4 FEET NORTH OF THE STATION MARK, 17 FEET
 LW0105'WEST OF A NORTH-SOUTH FENCE LINE AND ABOUT 1 FOOT ABOVE THE
 LW0105'LEVEL OF THE GROUND.
 LW0105
 LW0105                          STATION RECOVERY (2001)
 LW0105
 LW0105'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0105'THE DISK OF THIS REFERNCE MARK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1058 ***********************************************************************
 LW1058  DESIGNATION -  PR 69 C
 LW1058  PID         -  LW1058
 LW1058  STATE/COUNTY-  RI/KENT
 LW1058  USGS QUAD   -  CROMPTON (1995)
 LW1058
 LW1058                         *CURRENT SURVEY CONTROL
 LW1058  ___________________________________________________________________
 LW1058* NAD 83(1996)-  41 43 16.87755(N)    071 35 54.69279(W)     ADJUSTED  
 LW1058* NAVD 88     -       158.845  (meters)     521.14   (feet)  ADJUSTED  
 LW1058  ___________________________________________________________________
 LW1058  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LW1058  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW1058  DYNAMIC HT  -         158.792 (meters)     520.97  (feet)  COMP
 LW1058  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LW1058
 LW1058  HORZ ORDER  -  SECOND
 LW1058  VERT ORDER  -  SECOND    CLASS 0
 LW1058
 LW1058.The horizontal coordinates were established by classical geodetic methods
 LW1058.and adjusted by the National Geodetic Survey in August 1998..
 LW1058
 LW1058.The orthometric height was determined by differential leveling
 LW1058.and adjusted by the National Geodetic Survey in June 1991..
 LW1058
 LW1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1058
 LW1058.The geoid height was determined by GEOID03.
 LW1058
 LW1058.The dynamic height is computed by dividing the NAVD 88
 LW1058.geopotential number by the normal gravity value computed on the
 LW1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1058.degrees latitude (g = 980.6199 gals.).
 LW1058
 LW1058.The modeled gravity was interpolated from observed gravity values.
 LW1058
 LW1058;                    North         East     Units Scale Factor Converg.
 LW1058;SPC RI       -    70,864.002    91,801.600   MT  0.99999458   -0 03 56.1
 LW1058;SPC RI       -   232,492.98    301,185.75   sFT  0.99999458   -0 03 56.1
 LW1058;UTM  19      - 4,622,102.494   283,851.379   MT  1.00017496   -1 43 48.0
 LW1058
 LW1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1058!SPC RI       -   0.99997978  x   0.99999458  =   0.99997436
 LW1058!UTM  19      -   0.99997978  x   1.00017496  =   1.00015474
 LW1058
 LW1058:                Primary Azimuth Mark                     Grid Az
 LW1058:SPC RI       -  PROVIDENCE TV STA WPRO MAST              048 30 14.5
 LW1058:UTM  19      -  PROVIDENCE TV STA WPRO MAST              050 10 06.4
 LW1058
 LW1058|---------------------------------------------------------------------|
 LW1058| PID    Reference Object                     Distance      Geod. Az  |
 LW1058|                                                           dddmmss.s |
 LW1058| LW2695 PROVIDENCE TV STA WPRO MAST         APPROX.14.0 KM 0482618.4 |
 LW1058| LW2698 PROVIDENCE RAD STA WPJB FM TWR      APPROX.14.3 KM 0482826.0 |
 LW1058| LW2361 W BARRINGTON RI LACE WORKS TK       APPROX.21.4 KM 0812456.9 |
 LW1058| LW2360 W BARRINGTON BRISTOL STANDPIPE      APPROX.21.8 KM 0814530.0 |
 LW1058| LW2358 WEST BARRINGTON WATER TANK          APPROX.21.1 KM 0820342.3 |
 LW1058| LW2503 CAMP ENDICOTT ELEVATED TANK         APPROX.19.1 KM 1281012.8 |
 LW1058| LW1057 PR 69 C AZ MK                                      1442118.5 |
 LW1058| LW1060 PR 69 C RM 1                         22.960 METERS 20136     |
 LW1058| LW1059 PR 69 C RM 2                         21.238 METERS 29922     |
 LW1058| CB8582 SW CORNER GENERATOR BLDG             24.994 METERS 33923     |
 LW1058| LW3499 TUNK HILL FIRE TOWER                APPROX. 4.1 KM 3424429.6 |
 LW1058|---------------------------------------------------------------------|
 LW1058
 LW1058                          SUPERSEDED SURVEY CONTROL
 LW1058
 LW1058  NAD 83(1996)-  41 43 16.87684(N)    071 35 54.69249(W) AD(       ) 2
 LW1058  NAD 83(1992)-  41 43 16.87625(N)    071 35 54.69202(W) AD(       ) 2
 LW1058  NAD 83(1992)-  41 43 16.87579(N)    071 35 54.69224(W) AD(       ) 2
 LW1058  NAD 83(1986)-  41 43 16.87590(N)    071 35 54.69192(W) AD(       ) 2
 LW1058  NAD 27      -  41 43 16.51628(N)    071 35 56.46252(W) AD(       ) 2
 LW1058  NGVD 29 (??/??/92)  159.089  (m)          521.94   (f) ADJ UNCH    2 0
 LW1058
 LW1058.Superseded values are not recommended for survey control.
 LW1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1058.See file dsdata.txt to determine how the superseded data were derived.
 LW1058
 LW1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8385122102(NAD 83)
 LW1058_MARKER: DB = BENCH MARK DISK
 LW1058_SETTING: 80 = SET IN A BOULDER
 LW1058_SP_SET: BOULDER
 LW1058_STAMPING: PR 69C 1958
 LW1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1058+STABILITY: SURFACE MOTION
 LW1058
 LW1058  HISTORY     - Date     Condition        Report By
 LW1058  HISTORY     - 1958     MONUMENTED       CGS
 LW1058  HISTORY     - 1958     GOOD             CGS
 LW1058  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW1058  HISTORY     - 1987     GOOD             USPSQD
 LW1058
 LW1058                          STATION DESCRIPTION
 LW1058
 LW1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW1058'THE STATION IS IN THE AREA OF NIKE SITE PR 69 C, ABOUT 3 MILES
 LW1058'NORTHWEST OF ANTHONY AND ABOUT 1/2 MILE SOUTH OF THE
 LW1058'PROVIDENCE-KENT COUNTY LINE.  IT IS 86 FEET WEST OF THE
 LW1058'CENTERLINE OF A PAVED STREET, 82 FEET SOUTH OF THE SOUTHWEST
 LW1058'CORNER OF THE GENERATOR BUILDING AND 10 FEET SOUTHEAST OF A
 LW1058'WHITE WITNESS POST.  THE DISK IS A STANDARD DISK STAMPED PR 69
 LW1058'C 1958 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 LW1058'
 LW1058'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 116
 LW1058'AND 117 ALTERNATE 3 IN THE EAST EDGE OF WASHINGTON, GO WEST ON
 LW1058'STATE HIGHWAY 117 AND ALTERNATE 3 TO WHERE ALTERNATE 3 TURNS
 LW1058'LEFT.  CONTINUE AHEAD WEST ON STATE HIGHWAY 117, THROUGH THE TOWN
 LW1058'OF WASHINGTON, FOR 2.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 LW1058'AND GO NORTH ON A PAVED ROAD FOR 1.0 MILE TO A Y-FORK.  TAKE THE
 LW1058'RIGHT FORK AND GO 0.2 MILE TO THE GATE TO THE NIKE SITE
 LW1058'AREA.  *PASS THROUGH THE GATE AND GO NORTHERLY FOR ABOUT 0.15
 LW1058'MILE TO THE STATION AS DESCRIBED.
 LW1058'
 LW1058'*TO REACH THE AZIMUTH MARK FROM THIS POINT, FOLLOW THE CYCLONE
 LW1058'FENCE EASTERLY FOR ABOUT 200 FEET TO THE AZIMUTH MARK AS
 LW1058'DESCRIBED.
 LW1058'
 LW1058'REFERENCE MARK 1 (PR 69 C) IS A STANDARD DISK STAMPED PR 69 C
 LW1058'NO 1 1958 CEMENTED IN A DRILL HOLE IN CONCRETE.
 LW1058'
 LW1058'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PR 69 C NO 2 1958
 LW1058'CCEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 53
 LW1058'FEET WEST OF THE SOUTHWEST CORNER OF THE GENERATOR BUILDING.
 LW1058'
 LW1058'THE AZIMUTH MARK IS 75 FEET EAST OF THE SOUTHEAST CORNER OF A
 LW1058'CONCRETE BLOCK BUILDING, 21 FEET SOUTH OF A POWER POLE, 2 FEET
 LW1058'EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A CYCLONE
 LW1058'FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LW1058'PR 69 C 1958.
 LW1058'
 LW1058'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW1058
 LW1058                          STATION RECOVERY (1958)
 LW1058
 LW1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LW1058'3.2 MI NW FROM COVENTRY.
 LW1058'1.9 MILES WEST ALONG STATE HIGHWAY 117 FROM THE POST OFFICE AT
 LW1058'COVENTRY, THENCE 1.05 MILES NORTH ALONG A BLACKTOP AND GRAVEL
 LW1058'ROAD, THENCE 0.25 MILE NORTHEAST ALONG A BLACKTOP ROAD TO A GATE,
 LW1058'110 YARDS NORTH OF THE GATE, 82 FEET SOUTH-SOUTHWEST OF THE
 LW1058'SOUTHWEST CORNER OF THE INTERCONNECTING CORRIDOR BUILDING, 125
 LW1058'FEET EAST OF A FENCE LINE, 119 FEET SOUTH OF THE SOUTHWEST CORNER
 LW1058'OF A BUILDING, 62 FEET EAST OF THE CENTERLINE OF A WALK, SET IN
 LW1058'THE TOP OF A 5-FOOT BY 6-FOOT PORTION OF A ROCK, ABOUT LEVEL WITH
 LW1058'THE WALK.
 LW1058
 LW1058                          STATION RECOVERY (1968)
 LW1058
 LW1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1058'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE
 LW1058'DISTANCE AND DIRECTION TO ALL MARKS CHECKED WITH THE PREVIOUS
 LW1058'DESCRIPTION.
 LW1058'
 LW1058'MAIN SCHEME OBSERVATIONS WERE MADE FROM RM 2 AT THIS TIME DUE
 LW1058'TO THE INSTALLATION OF A HELICOPTER LANDING PAD 53 FEET EAST OF
 LW1058'THE STATION.
 LW1058
 LW1058                          STATION RECOVERY (1987)
 LW1058
 LW1058'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1057 ***********************************************************************
 LW1057  DESIGNATION -  PR 69 C AZ MK
 LW1057  PID         -  LW1057
 LW1057  STATE/COUNTY-  RI/KENT
 LW1057  USGS QUAD   -  CROMPTON (1995)
 LW1057
 LW1057                         *CURRENT SURVEY CONTROL
 LW1057  ___________________________________________________________________
 LW1057* NAD 83(1986)-  41 43 11.     (N)    071 35 58.     (W)     SCALED    
 LW1057* NAVD 88     -       157.238  (meters)     515.87   (feet)  ADJUSTED  
 LW1057  ___________________________________________________________________
 LW1057  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW1057  DYNAMIC HT  -         157.185 (meters)     515.70  (feet)  COMP
 LW1057  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 LW1057
 LW1057  VERT ORDER  -  SECOND    CLASS 0
 LW1057
 LW1057.The horizontal coordinates were scaled from a topographic map and have
 LW1057.an estimated accuracy of +/- 6 seconds.
 LW1057
 LW1057.The orthometric height was determined by differential leveling
 LW1057.and adjusted by the National Geodetic Survey in June 1991..
 LW1057
 LW1057.The geoid height was determined by GEOID03.
 LW1057
 LW1057.The dynamic height is computed by dividing the NAVD 88
 LW1057.geopotential number by the normal gravity value computed on the
 LW1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1057.degrees latitude (g = 980.6199 gals.).
 LW1057
 LW1057.The modeled gravity was interpolated from observed gravity values.
 LW1057
 LW1057;                    North         East    Units  Estimated Accuracy
 LW1057;SPC RI       -    70,680.       91,730.      MT  (+/- 180 meters Scaled)
 LW1057
 LW1057                          SUPERSEDED SURVEY CONTROL
 LW1057
 LW1057  NGVD 29 (??/??/92)  157.481  (m)          516.67   (f) ADJ UNCH    2 0
 LW1057
 LW1057.Superseded values are not recommended for survey control.
 LW1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1057.See file dsdata.txt to determine how the superseded data were derived.
 LW1057
 LW1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG837219(NAD 83)
 LW1057_MARKER: DZ = AZIMUTH MARK DISK
 LW1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1057_STAMPING: PR 69C 1958
 LW1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1057+STABILITY: SURFACE MOTION
 LW1057
 LW1057  HISTORY     - Date     Condition        Report By
 LW1057  HISTORY     - 1958     MONUMENTED       CGS
 LW1057  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1057
 LW1057                          STATION DESCRIPTION
 LW1057
 LW1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1057'3.2 MI NW FROM COVENTRY.
 LW1057'1.9 MILES WEST ALONG STATE HIGHWAY 117 FROM THE POST OFFICE AT
 LW1057'COVENTRY, THENCE 1.05 MILES NORTH ALONG A BLACKTOP AND GRAVEL
 LW1057'ROAD, THENCE 0.25 MILE NORTHEAST ALONG A BLACKTOP ROAD TO A
 LW1057'GATE, 145 YARDS SOUTHEAST OF THE GATE, ONE FOOT NORTH OF A FENCE
 LW1057'LINE, 75 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LW1057'MAINTAINANCE SHOP, 21 FEET SOUTH-SOUTHWEST OF POWER POLE 7, 106
 LW1057'FEET SOUTH OF THE SOUTH EDGE OF A BLACKTOP PARKING AREA, 2 FEET
 LW1057'EAST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 LW1057'POST PROJECTING 2 INCHES.
 LW1057
 LW1057                          STATION RECOVERY (1987)
 LW1057
 LW1057'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1060 ***********************************************************************
 LW1060  DESIGNATION -  PR 69 C RM 1
 LW1060  PID         -  LW1060
 LW1060  STATE/COUNTY-  RI/KENT
 LW1060  USGS QUAD   -  CROMPTON (1995)
 LW1060
 LW1060                         *CURRENT SURVEY CONTROL
 LW1060  ___________________________________________________________________
 LW1060* NAD 83(1996)-  41 43 16.18561(N)    071 35 55.05843(W)     ADJUSTED  
 LW1060* NAVD 88     -       160.107  (meters)     525.28   (feet)  ADJUSTED  
 LW1060  ___________________________________________________________________
 LW1060  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 LW1060  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW1060  DYNAMIC HT  -         160.053 (meters)     525.11  (feet)  COMP
 LW1060  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LW1060
 LW1060  HORZ ORDER  -  SECOND
 LW1060  VERT ORDER  -  SECOND    CLASS 0
 LW1060
 LW1060.The horizontal coordinates were established by classical geodetic methods
 LW1060.and adjusted by the National Geodetic Survey in August 1998..
 LW1060
 LW1060.The orthometric height was determined by differential leveling
 LW1060.and adjusted by the National Geodetic Survey in June 1991..
 LW1060
 LW1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1060
 LW1060.The geoid height was determined by GEOID03.
 LW1060
 LW1060.The dynamic height is computed by dividing the NAVD 88
 LW1060.geopotential number by the normal gravity value computed on the
 LW1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1060.degrees latitude (g = 980.6199 gals.).
 LW1060
 LW1060.The modeled gravity was interpolated from observed gravity values.
 LW1060
 LW1060;                    North         East     Units Scale Factor Converg.
 LW1060;SPC RI       -    70,842.664    91,793.124   MT  0.99999458   -0 03 56.3
 LW1060;SPC RI       -   232,422.97    301,157.94   sFT  0.99999458   -0 03 56.3
 LW1060;UTM  19      - 4,622,081.407   283,842.285   MT  1.00017501   -1 43 48.3
 LW1060
 LW1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1060!SPC RI       -   0.99997958  x   0.99999458  =   0.99997416
 LW1060!UTM  19      -   0.99997958  x   1.00017501  =   1.00015459
 LW1060
 LW1060                          SUPERSEDED SURVEY CONTROL
 LW1060
 LW1060  NAD 83(1996)-  41 43 16.18489(N)    071 35 55.05813(W) AD(       ) 2
 LW1060  NAD 83(1992)-  41 43 16.18431(N)    071 35 55.05766(W) AD(       ) 2
 LW1060  NAD 83(1992)-  41 43 16.18385(N)    071 35 55.05788(W) AD(       ) 2
 LW1060  NAD 83(1986)-  41 43 16.18393(N)    071 35 55.05757(W) AD(       ) 2
 LW1060  NAD 27      -  41 43 15.82433(N)    071 35 56.82814(W) AD(       ) 2
 LW1060  NGVD 29 (??/??/92)  160.351  (m)          526.08   (f) ADJ UNCH    2 0
 LW1060
 LW1060.Superseded values are not recommended for survey control.
 LW1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1060.See file dsdata.txt to determine how the superseded data were derived.
 LW1060
 LW1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8384222081(NAD 83)
 LW1060_MARKER: DR = REFERENCE MARK DISK
 LW1060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1060_SP_SET: CONC BASE
 LW1060_STAMPING: PR 69C NO 1 1958
 LW1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1060
 LW1060  HISTORY     - Date     Condition        Report By
 LW1060  HISTORY     - 1958     MONUMENTED       CGS
 LW1060  HISTORY     - 1958     GOOD             CGS
 LW1060  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1060
 LW1060                          STATION DESCRIPTION
 LW1060
 LW1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1060'SEE STATION PR 69 C
 LW1060
 LW1060                          STATION RECOVERY (1958)
 LW1060
 LW1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LW1060'3.2 MI NW FROM COVENTRY.
 LW1060'1.9 MILES WEST ALONG STATE HIGHWAY 117 FROM THE POST OFFICE AT
 LW1060'COVENTRY, THENCE 1.25 MILES NORTH ALONG A BLACKTOP AND GRAVEL
 LW1060'ROAD, THENCE 0.25 MILE NORTHEAST ALONG A BLACKTOP ROAD TO A GATE,
 LW1060'ABOUT 97 YARDS NORTH OF THE GATE, SET IN THE TOP OF A CONCRETE
 LW1060'BASE, 51 FEET EAST OF A FENCE LINE, 147 FEET SOUTHWEST OF THE
 LW1060'SOUTHWEST CORNER OF THE INTERCONNECTING CORRIDOR BUILDING, 169
 LW1060'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING, 105.5
 LW1060'FEET SOUTHWEST OF PR 69C, 102 FEET SOUTHWEST OF A WHITE WOODEN
 LW1060'WITNESS POST.
 LW1060
 LW1060                          STATION RECOVERY (1987)
 LW1060
 LW1060'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1059 ***********************************************************************
 LW1059  DESIGNATION -  PR 69 C RM 2
 LW1059  PID         -  LW1059
 LW1059  STATE/COUNTY-  RI/KENT
 LW1059  USGS QUAD   -  CROMPTON (1995)
 LW1059
 LW1059                         *CURRENT SURVEY CONTROL
 LW1059  ___________________________________________________________________
 LW1059* NAD 83(1996)-  41 43 17.21506(N)    071 35 55.49361(W)     ADJUSTED  
 LW1059* NAVD 88     -       158.509  (meters)     520.04   (feet)  ADJUSTED  
 LW1059  ___________________________________________________________________
 LW1059  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 LW1059  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW1059  DYNAMIC HT  -         158.455 (meters)     519.86  (feet)  COMP
 LW1059  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LW1059
 LW1059  HORZ ORDER  -  FIRST
 LW1059  VERT ORDER  -  SECOND    CLASS 0
 LW1059
 LW1059.The horizontal coordinates were established by classical geodetic methods
 LW1059.and adjusted by the National Geodetic Survey in August 1998..
 LW1059
 LW1059.The orthometric height was determined by differential leveling
 LW1059.and adjusted by the National Geodetic Survey in June 1991..
 LW1059
 LW1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1059
 LW1059.The geoid height was determined by GEOID03.
 LW1059
 LW1059.The dynamic height is computed by dividing the NAVD 88
 LW1059.geopotential number by the normal gravity value computed on the
 LW1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1059.degrees latitude (g = 980.6199 gals.).
 LW1059
 LW1059.The modeled gravity was interpolated from observed gravity values.
 LW1059
 LW1059;                    North         East     Units Scale Factor Converg.
 LW1059;SPC RI       -    70,874.436    91,783.102   MT  0.99999458   -0 03 56.6
 LW1059;SPC RI       -   232,527.21    301,125.06   sFT  0.99999458   -0 03 56.6
 LW1059;UTM  19      - 4,622,113.463   283,833.188   MT  1.00017506   -1 43 48.6
 LW1059
 LW1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1059!SPC RI       -   0.99997983  x   0.99999458  =   0.99997441
 LW1059!UTM  19      -   0.99997983  x   1.00017506  =   1.00015489
 LW1059
 LW1059:                Primary Azimuth Mark                     Grid Az
 LW1059:SPC RI       -  HOPE SCHOOL CUPOLA                       061 36 32.4
 LW1059:UTM  19      -  HOPE SCHOOL CUPOLA                       063 16 24.4
 LW1059
 LW1059|---------------------------------------------------------------------|
 LW1059| PID    Reference Object                     Distance      Geod. Az  |
 LW1059|                                                           dddmmss.s |
 LW1059| LW3521 HOPE SCHOOL CUPOLA                  APPROX. 3.4 KM 0613235.8 |
 LW1059| LW3519 HOPE VALLEY LACE CO TANK            APPROX. 3.3 KM 0712429.5 |
 LW1059| LW1058 PR 69 C                              21.238 METERS 11922     |
 LW1059| LW1057 PR 69 C AZ MK                                      1415708.2 |
 LW1059| LW3520 COVENTRY LINWOOD LACE WORKS TK      APPROX. 6.3 KM 1555150.6 |
 LW1059| LW1060 PR 69 C RM 1                         33.316 METERS 16226     |
 LW1059| LW1416 DELFINO                             APPROX. 4.4 KM 2552400.4 |
 LW1059| LW3499 TUNK HILL FIRE TOWER                APPROX. 4.1 KM 3425646.5 |
 LW1059|---------------------------------------------------------------------|
 LW1059
 LW1059                          SUPERSEDED SURVEY CONTROL
 LW1059
 LW1059  NAD 83(1996)-  41 43 17.21434(N)    071 35 55.49332(W) AD(       ) 1
 LW1059  NAD 83(1992)-  41 43 17.21376(N)    071 35 55.49284(W) AD(       ) 1
 LW1059  NAD 83(1992)-  41 43 17.21330(N)    071 35 55.49306(W) AD(       ) 1
 LW1059  NAD 83(1986)-  41 43 17.21342(N)    071 35 55.49278(W) AD(       ) 1
 LW1059  NAD 27      -  41 43 16.85378(N)    071 35 57.26331(W) AD(       ) 1
 LW1059  NGVD 29 (??/??/92)  158.752  (m)          520.84   (f) ADJ UNCH    2 0
 LW1059
 LW1059.Superseded values are not recommended for survey control.
 LW1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1059.See file dsdata.txt to determine how the superseded data were derived.
 LW1059
 LW1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8383322113(NAD 83)
 LW1059_MARKER: DR = REFERENCE MARK DISK
 LW1059_SETTING: 66 = SET IN ROCK OUTCROP
 LW1059_SP_SET: ROCK OUTCROP
 LW1059_STAMPING: PR 69C NO 2 1958
 LW1059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1059+STABILITY: POSITION/ELEVATION WELL
 LW1059
 LW1059  HISTORY     - Date     Condition        Report By
 LW1059  HISTORY     - 1958     MONUMENTED       CGS
 LW1059  HISTORY     - 1968     GOOD             CGS
 LW1059  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1059
 LW1059                          STATION DESCRIPTION
 LW1059
 LW1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1059'3.2 MI NW FROM COVENTRY.
 LW1059'1.9 MILES WEST ALONG STATE HIGHWAY 117 FROM THE POST OFFICE AT
 LW1059'COVENTRY, THENCE 1.25 MILES NORTH ALONG A BLACKTOP AND GRAVEL
 LW1059'ROAD, THENCE 0.25 MILE NORTHEAST ALONG A BLACKTOP ROAD TO A
 LW1059'GATE, ABOUT 132 YARDS NORTH OF THE GATE, SET IN THE TOP OF A
 LW1059'4-FOOT BY 4-FOOT EXPOSED PORTION OF ROCK, 53 FEET WEST-SOUTHWEST
 LW1059'OF THE SOUTHWEST CORNER OF THE INTERCONNECTING CORRIDOR BUILDING,
 LW1059'60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING, 104 FEET
 LW1059'EAST OF THE FENCE LINE, 42 FEET EAST OF THE CENTERLINE OF A WALK,
 LW1059'99.7 FEET NORTH-NORTHWEST OF PR 69C, 60.5 FEET NORTH-NORTHWEST
 LW1059'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE WALK.
 LW1059
 LW1059                          STATION RECOVERY (1968)
 LW1059
 LW1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1059'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHWEST OF
 LW1059'WASHINGTON, 1-3/4 MILES SOUTHWEST OF HOPE AND AT THE SITE OF A
 LW1059'U.S. ARMY CONTROL AND REPORTING POST OF THE TACTICAL COMMAND
 LW1059'SQUADRON.
 LW1059'
 LW1059'TO REACH THE STATION FROM THE POST OFFICE IN COVENTRY, GO
 LW1059'WESTERLY ON STATE HIGHWAY 117 FOR 1.85 MILES TO A SIDE ROAD
 LW1059'RIGHT.  TURN RIGHT AND GO NORTH ON READ SCHOOL ROAD FOR 1.1 MILES
 LW1059'TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST ON A PAVED ROAD
 LW1059'FOR 0.25 MILE TO THE ENTRANCE TO A FENCED ENCLOSURE.  PASS
 LW1059'THROUGH THE GATE AND GO EAST, NORTH AND NORTHWEST ON A PAVED
 LW1059'DRIVEWAY FOR 0.15 MILE TO THE GENERATOR BUILDING AND THE
 LW1059'STATION AS DESCRIBED.
 LW1059'
 LW1059'STATION MARK, STAMPED PR 69 C NO 2 1958 IS A STANDARD
 LW1059'REFERENCE MARK DISK SET IN A DRILL HOLE IN AN OUTCROPPING OF
 LW1059'BEDROCK.  IT PROJECTS 10 INCHES.  IT IS 107 FEET SOUTHWEST OF THE
 LW1059'CENTER OF THE PAVED DRIVEWAY AND 53 FEET SOUTHWEST OF THE
 LW1059'SOUTHWEST CORNER OF THE GENERATOR BUILDING.
 LW1059'
 LW1059'PR 69 C 1958, STAMPED PR 69 C 1958 IS A STANDARD STATION MARK
 LW1059'DISK SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK.  IT
 LW1059'PROJECTS 10 INCHES.  IT IS 87 FEET SOUTHWEST OF THE CENTER OF
 LW1059'THE PAVED DRIVEWAY, 82 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LW1059'GENERATOR BUILDING AND 53 FEET WEST OF THE CENTER OF A
 LW1059'HELICOPTER LANDING PAD.
 LW1059'
 LW1059'RM 1, STAMPED PR 69 C NO 1 1958 IS A STANDARD REFERENCE MARK DISK
 LW1059'SET IN A DRILL HOLE IN THE APPROXIMATE CENTER OF A 15 X 25 FOOT
 LW1059'CONCRETE SLAB WHICH HAS BEEN USED FOR A RADAR UNIT FOUNDATION.
 LW1059'
 LW1059'AZ MK, STAMPED PR 69 C 1958 IS A STANDARD AZIMUTH MARK DISK
 LW1059'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS
 LW1059'75 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 LW1059'BUILDING, 21 FEET SOUTHWEST OF A POWER POLE, 1.5 FEET WEST OF
 LW1059'A METAL WITNESS POST AND 6 INCHES NORTH OF A FENCE.
 LW1059'
 LW1059'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE OF THE FENCED
 LW1059'ENCLOSURE, GO EAST AND SOUTHEAST ON A PAVED DRIVEWAY FOR 0.1 MILE
 LW1059'TO THE MARK AS DESCRIBED.
 LW1059'
 LW1059'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW1059
 LW1059                          STATION RECOVERY (1987)
 LW1059
 LW1059'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1113 ***********************************************************************
 LW1113  DESIGNATION -  PR 79 C
 LW1113  PID         -  LW1113
 LW1113  STATE/COUNTY-  RI/PROVIDENCE
 LW1113  USGS QUAD   -  CLAYVILLE (1975)
 LW1113
 LW1113                         *CURRENT SURVEY CONTROL
 LW1113  ___________________________________________________________________
 LW1113* NAD 83(1996)-  41 50 35.23143(N)    071 42 55.14830(W)     ADJUSTED  
 LW1113* NAVD 88     -       189.718  (meters)     622.43   (feet)  ADJUSTED  
 LW1113  ___________________________________________________________________
 LW1113  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 LW1113  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW1113  DYNAMIC HT  -         189.652 (meters)     622.22  (feet)  COMP
 LW1113  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 LW1113
 LW1113  HORZ ORDER  -  THIRD
 LW1113  VERT ORDER  -  SECOND    CLASS 0
 LW1113
 LW1113.The horizontal coordinates were established by classical geodetic methods
 LW1113.and adjusted by the National Geodetic Survey in August 1998..
 LW1113
 LW1113.The orthometric height was determined by differential leveling
 LW1113.and adjusted by the National Geodetic Survey in June 1991..
 LW1113
 LW1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1113
 LW1113.The geoid height was determined by GEOID03.
 LW1113
 LW1113.The dynamic height is computed by dividing the NAVD 88
 LW1113.geopotential number by the normal gravity value computed on the
 LW1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1113.degrees latitude (g = 980.6199 gals.).
 LW1113
 LW1113.The modeled gravity was interpolated from observed gravity values.
 LW1113
 LW1113;                    North         East     Units Scale Factor Converg.
 LW1113;SPC RI       -    84,405.962    82,117.016   MT  0.99999768   -0 08 37.1
 LW1113;SPC RI       -   276,921.89    269,412.24   sFT  0.99999768   -0 08 37.1
 LW1113;SPC CT       -   265,062.332   390,732.705   MT  0.99999770   +0 41 09.8
 LW1113;SPC CT       -   869,625.33  1,281,928.88   sFT  0.99999770   +0 41 09.8
 LW1113;UTM  19      - 4,635,923.186   274,562.813   MT  1.00022543   -1 48 43.7
 LW1113
 LW1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1113!SPC RI       -   0.99997491  x   0.99999768  =   0.99997259
 LW1113!SPC CT       -   0.99997491  x   0.99999770  =   0.99997261
 LW1113!UTM  19      -   0.99997491  x   1.00022543  =   1.00020033
 LW1113
 LW1113:                Primary Azimuth Mark                     Grid Az
 LW1113:SPC RI       -  HARRISVILLE WATER CO TANK                014 28 17.7
 LW1113:SPC CT       -  HARRISVILLE WATER CO TANK                013 38 30.8
 LW1113:UTM  19      -  HARRISVILLE WATER CO TANK                016 08 24.3
 LW1113
 LW1113|---------------------------------------------------------------------|
 LW1113| PID    Reference Object                     Distance      Geod. Az  |
 LW1113|                                                           dddmmss.s |
 LW1113| LW3511 HARRISVILLE WATER CO TANK           APPROX.14.7 KM 0141940.6 |
 LW1113| LW3505 CHOPMIST HILL FIRE TOWER            APPROX. 3.8 KM 0930720.7 |
 LW1113| LW3506 CHOPMIST RAD STA KCE 706 MAST       APPROX. 3.8 KM 1053112.2 |
 LW1113| CB8414 PR 79 C 2 RM 5                       17.136 METERS 11910     |
 LW1113| CB8412 PR 79 C RM 3                         70.040 METERS 12758     |
 LW1113| CB7817 INTERSECTION OF CROSSWALK            18.288 METERS 14852     |
 LW1113| CB8410 PR 79 C RM 1                         12.986 METERS 23543     |
 LW1113| LW1114 PR 79 C 2                            27.563 METERS 24349     |
 LW1113| CB8518 SE CORNER BASKETBALL COURT           27.432 METERS 27449     |
 LW1113| LW3663 N FOSTER RAD STA WXCN FM MAST       APPROX. 5.4 KM 2803523.9 |
 LW1113| CB8413 PR 79 C 2 RM 4                       29.935 METERS 30415     |
 LW1113| CB8411 PR 79 C RM 2                         25.835 METERS 35301     |
 LW1113|---------------------------------------------------------------------|
 LW1113
 LW1113                          SUPERSEDED SURVEY CONTROL
 LW1113
 LW1113  NAD 83(1996)-  41 50 35.23112(N)    071 42 55.14825(W) AD(       ) 3
 LW1113  NAD 83(1992)-  41 50 35.23035(N)    071 42 55.14767(W) AD(       ) 3
 LW1113  NAD 83(1992)-  41 50 35.23027(N)    071 42 55.14783(W) AD(       ) 3
 LW1113  NAD 83(1986)-  41 50 35.23035(N)    071 42 55.14734(W) AD(       ) 3
 LW1113  NAD 27      -  41 50 34.87213(N)    071 42 56.89974(W) AD(       ) 3
 LW1113  NGVD 29 (??/??/92)  189.96   (m)          623.2    (f) COMPUTED    2 0
 LW1113
 LW1113.Superseded values are not recommended for survey control.
 LW1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1113.See file dsdata.txt to determine how the superseded data were derived.
 LW1113
 LW1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7456335923(NAD 83)
 LW1113_MARKER: DS = TRIANGULATION STATION DISK
 LW1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1113_STAMPING: PR 79C 1958
 LW1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1113+STABILITY: SURFACE MOTION
 LW1113
 LW1113  HISTORY     - Date     Condition        Report By
 LW1113  HISTORY     - 1958     MONUMENTED       CGS
 LW1113  HISTORY     - 1958     GOOD             CGS
 LW1113  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LW1113  HISTORY     - 1968     POOR             NGS
 LW1113  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1113
 LW1113                          STATION DESCRIPTION
 LW1113
 LW1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW1113'THE STATION IS ABOUT 8 MILES WEST OF N. SCITUATE, ABOUT 6 MILES
 LW1113'NORTH OF FOSTER CENTER AND IN THE NORTH EDGE OF NIKE SITE PR 79
 LW1113'C WHICH IS OWNED AND OPERATED BY THE U.S. ARMY.  IT IS 90 FEET
 LW1113'SOUTHEAST OF THE SOUTHEAST CORNER OF A BASKETBALL COURT, 60 FEET
 LW1113'WEST OF THE NORTHWEST CORNER OF A RADIO SHED, 60 FEET NORTH OF
 LW1113'THE INTERSECTION OF PAVED CROSSWALKS AND 3 FEET EAST OF A WHITE
 LW1113'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 LW1113'STAMPED PR 79 C 1958.
 LW1113'
 LW1113'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 101 AND
 LW1113'102 ABOUT 5 MILES WEST OF N. SCITUATE, GO WEST ON HIGHWAY 101
 LW1113'FOR 2.15 MILES TO A SIDE ROAD LEFT AND A SIGN U.S. ARMY AAA
 LW1113'MISSILE BN. ON THE RIGHT.  TURN LEFT AND GO SOUTH ON THE PAVED
 LW1113'ROAD FOR 0.6 MILE TO A GATE AT THE ENTRANCE TO THE NIKE
 LW1113'SITE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR ABOUT 100
 LW1113'FEET TO THE BASKETBALL COURT ON THE LEFT AND THE STATION AS
 LW1113'DESCRIBED.
 LW1113'
 LW1113'REFERENCE MARK 1 IS 6 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 LW1113'A CONCRETE SLAB AND 1 FOOT NORTHEAST OF A WHITE 10 INCH FENCE
 LW1113'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LW1113'PR 79 C NO 1 1958.
 LW1113'
 LW1113'REFERENCE MARK 2 IS SET FLUSH IN A DRILL HOLE IN A CONCRETE
 LW1113'SLAB.  IT IS A STANDARD DISK STAMPED PR 79 C NO 2 1958.
 LW1113'
 LW1113'REFERENCE MARK 3 IS 1 FOOT EAST OF A WHITE WITNESS POST AND 1
 LW1113'FOOT NORTH OF A HIGH WOVEN WIRE FENCE.  THE MONUMENT PROJECTS 3
 LW1113'INCHES AND THE DISK IS STAMPED PR 79 C NO 3 1958.
 LW1113'
 LW1113'NO SUITABLE PLACE FOR AN AZIMUTH MARK AND REFERENCE MARK 3 WAS
 LW1113'ESTABLISHED.
 LW1113'
 LW1113'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW1113
 LW1113                          STATION RECOVERY (1958)
 LW1113
 LW1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LW1113'10 MI E FROM DAYVILLE.
 LW1113'9.25 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LW1113'AT DAYVILLE, THENCE 0.6 MILE SOUTH ALONG A BLACKTOP ROAD TO A
 LW1113'GATE, THENCE 0.05 MILE SOUTH ALONG ROADS, THENCE 0.05 MILE EAST
 LW1113'ALONG A ROAD TO THE WALK, 61 FEET NORTH OF THE CENTERLINE OF
 LW1113'THE ROAD, 18 FEET WEST OF THE CENTERLINE OF THE WALK, 60 FEET
 LW1113'WEST OF THE NORTHWEST CORNER OF A BUILDING, 30 FEET NORTHEAST
 LW1113'OF THE NORTHEAST CORNER OF A CONCRETE BASE, 3 FEET EAST OF A
 LW1113'WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 LW1113'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LW1113
 LW1113                          STATION RECOVERY (1966)
 LW1113
 LW1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 LW1113'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE FORMER MISSILE
 LW1113'SITE HAS BEEN TAKEN OVER BY THE TOWN OF FOSTER, AND IS NOW THE
 LW1113'SITE OF JOHN E. FOGARTY ELEMENTARY SCHOOL.  DURING THE
 LW1113'CONSTRUCTION OF A BALL FIELD, ALL MARKS EXCEPT RM 3 WILL BE
 LW1113'DESTROYED.  PR 79 C 2 AND RMS 4 AND 5 WERE ESTABLISHED.  SEE
 LW1113'DESCRIPTION THEREOF.
 LW1113'
 LW1113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW1113'6 MILES NORTH OF FOSTER CENTER.
 LW1113
 LW1113                          STATION RECOVERY (1968)
 LW1113
 LW1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LW1113'MARK RECOVERED IN POOR CONDITION.
 LW1113
 LW1113                          STATION RECOVERY (1987)
 LW1113
 LW1113'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1114 ***********************************************************************
 LW1114  DESIGNATION -  PR 79 C 2
 LW1114  PID         -  LW1114
 LW1114  STATE/COUNTY-  RI/PROVIDENCE
 LW1114  USGS QUAD   -  CLAYVILLE (1975)
 LW1114
 LW1114                         *CURRENT SURVEY CONTROL
 LW1114  ___________________________________________________________________
 LW1114* NAD 83(1996)-  41 50 34.83714(N)    071 42 56.22038(W)     ADJUSTED  
 LW1114* NAVD 88     -       187.16   (+/-2cm)     614.0    (feet)  VERTCON   
 LW1114  ___________________________________________________________________
 LW1114  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 LW1114  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW1114
 LW1114  HORZ ORDER  -  THIRD
 LW1114  VERT ORDER  -  ? (See Below)
 LW1114
 LW1114.The horizontal coordinates were established by classical geodetic methods
 LW1114.and adjusted by the National Geodetic Survey in August 1998..
 LW1114.No horizontal observational check was made to the station.
 LW1114
 LW1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW1114.The vertical order pertains to the NGVD 29 superseded value.
 LW1114
 LW1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1114
 LW1114.The geoid height was determined by GEOID03.
 LW1114
 LW1114;                    North         East     Units Scale Factor Converg.
 LW1114;SPC RI       -    84,393.859    82,092.252   MT  0.99999769   -0 08 37.8
 LW1114;SPC RI       -   276,882.19    269,331.00   sFT  0.99999769   -0 08 37.8
 LW1114;SPC CT       -   265,049.872   390,708.119   MT  0.99999769   +0 41 09.1
 LW1114;SPC CT       -   869,584.46  1,281,848.22   sFT  0.99999769   +0 41 09.1
 LW1114;UTM  19      - 4,635,911.807   274,537.701   MT  1.00022556   -1 48 44.4
 LW1114
 LW1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1114!SPC RI       -   0.99997531  x   0.99999769  =   0.99997300
 LW1114!SPC CT       -   0.99997531  x   0.99999769  =   0.99997300
 LW1114!UTM  19      -   0.99997531  x   1.00022556  =   1.00020086
 LW1114
 LW1114|---------------------------------------------------------------------|
 LW1114| PID    Reference Object                     Distance      Geod. Az  |
 LW1114|                                                           dddmmss.s |
 LW1114| CB8411 PR 79 C RM 2                                       02943     |
 LW1114| LW1113 PR 79 C                              27.563 METERS 06349     |
 LW1114| CB8410 PR 79 C RM 1                         14.811 METERS 07054     |
 LW1114| CB8414 PR 79 C 2 RM 5                       40.061 METERS 08443     |
 LW1114| CB8412 PR 79 C RM 3                         85.652 METERS 11109     |
 LW1114| LW3663 N FOSTER RAD STA WXCN FM MAST       APPROX. 5.4 KM 2804558.9 |
 LW1114| CB8413 PR 79 C 2 RM 4                       29.004 METERS 35959     |
 LW1114|---------------------------------------------------------------------|
 LW1114
 LW1114                          SUPERSEDED SURVEY CONTROL
 LW1114
 LW1114  NAD 83(1996)-  41 50 34.83682(N)    071 42 56.22032(W) AD(       ) 3
 LW1114  NAD 83(1992)-  41 50 34.83606(N)    071 42 56.21974(W) AD(       ) 3
 LW1114  NAD 83(1992)-  41 50 34.83598(N)    071 42 56.21990(W) AD(       ) 3
 LW1114  NAD 83(1986)-  41 50 34.83607(N)    071 42 56.21941(W) AD(       ) 3
 LW1114  NAD 27      -  41 50 34.47785(N)    071 42 57.97174(W) AD(       ) 3
 LW1114  NGVD 29 (??/??/92)  187.402  (m)          614.83   (f) ADJ UNCH    ?  
 LW1114
 LW1114.Superseded values are not recommended for survey control.
 LW1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1114.See file dsdata.txt to determine how the superseded data were derived.
 LW1114
 LW1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7453835912(NAD 83)
 LW1114_MARKER: DS = TRIANGULATION STATION DISK
 LW1114_SETTING: 80 = SET IN A BOULDER
 LW1114_SP_SET: BOULDER
 LW1114_STAMPING: PR 79C 2 1966
 LW1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1114+STABILITY: SURFACE MOTION
 LW1114
 LW1114  HISTORY     - Date     Condition        Report By
 LW1114  HISTORY     - 1966     MONUMENTED       CGS
 LW1114  HISTORY     - 1966     GOOD             CGS
 LW1114  HISTORY     - 1986     GOOD             USPSQD
 LW1114
 LW1114                          STATION DESCRIPTION
 LW1114
 LW1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (NCS)
 LW1114'THE STATION IS LOCATED ABOUT 8 MILES WEST OF NORTH SCITUATE AND
 LW1114'6 MILES NORTH OF FOSTER CENTER, IN THE SCHOOLYARD OF JOHN
 LW1114'E. FOGARTY ELEMENTARY SCHOOL, (A FORMER NIKE MISSLE SITE)
 LW1114'
 LW1114'STATION MARK IS A STANDARD DISK STAMPED PR 79 C 2 1966, SET IN
 LW1114'A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 4 INCHES.  IT IS
 LW1114'75 FEET NORTH OF THE CENTER OF A PAVED DRIVEWAY, 68 FEET EAST OF
 LW1114'A 90 DEGREE ANGLE IN A PAVED WALK LEADING TO THE BASKETBALL
 LW1114'COURT, AND 48 FEET SOUTH OF THE SOUTHEAST CORNER OF THE PAVED
 LW1114'BASKET-BALL COURT.
 LW1114'
 LW1114'RM 3 IS A STANDARD DISK STAMPED PR 79 C 1958 NO 3, SET IN THE
 LW1114'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 1 FOOT
 LW1114'NORTH OF THE SOUTH BOUNDARY FENCE AND 1 FOOT EAST OF A WHITE
 LW1114'WITNESS POST.  THE ARROW POINTS A LITTLE EAST OF THE STATION.
 LW1114'
 LW1114'RM 4 IS A STANDARD DISK STAMPED PR 79 C 2 NO 4 1966, AND IS
 LW1114'SET IN THE TOP OF A LARGE BOULDER THAT PROJECTS 1 FOOT.  IT IS
 LW1114'28 FEET EAST OF THE WOVEN-WIRE FENCE AROUND THE BASKET-BALL
 LW1114'COURT, 27 FEET SOUTH OF THE WOVEN-WIRE NORTH BOUNDARY FENCE AND
 LW1114'IS ON THE EDGE OF A TERRACE.
 LW1114'
 LW1114'RM 5 IS A STANDARD DISK STAMPED PR 79 C 2 NO 5 1966, SET IN A
 LW1114'DRILL HOLE IN A SQUARE CONCRETE FOOTING THAT HAS AN IRON BOLT
 LW1114'PROJECTING FROM EACH CORNER, IS ABOUT 2 FEET ACROSS AND PROJECTS
 LW1114'ABOUT 6 INCHES.  IT IS 12.6 FEET WEST OF THE SOUTHWEST CORNER OF
 LW1114'A SMALL CONCRETE-BLOCK BUILDING AND 9 FEET NORTH OF THE PAVED
 LW1114'DRIVEWAY.
 LW1114'
 LW1114'RADIO STATION WXCN-FM MAST, LOCATED ON JEREMOTH HILL IN NORTH
 LW1114'FOSTER, IS PROBABLY THE SAME AS PROVIDENCE, RADIO STATION
 LW1114'WXCN-FM, MAST 1958.  IT IS A 3-LEGGED STEEL STRUCTURE WITH A
 LW1114'SINGLE POLE FOR THE TOP THIRD, ABOUT 200 FEET TALL AND PAINTED
 LW1114'IN ALTERNATE RED AND WHITE BANDS, LIGHTED AT NIGHT.  THE TOP POLE
 LW1114'APPEARS TO BE WIND-BENT.  POINT USED WAS THE BASE OF THE POLE
 LW1114'ANTENNA WHERE IT JOINS THE TRIPOD.
 LW1114
 LW1114                          STATION RECOVERY (1966)
 LW1114
 LW1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LW1114'9.8 MI E FROM DAYVILLE.
 LW1114'9.25 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE AT
 LW1114'DAYVILLE, THENCE 0.6 MILES SOUTH ALONG A BLACKTOP ROAD TO THE
 LW1114'JOHN E. FOGARTY ELEMENTARY SCHOOL, 75 FT. NORTH OF THE CENTER
 LW1114'OF A PAVED DRIVEWAY, 68 FEET EAST OF A 90 DEGREE ANGLE IN A
 LW1114'PAVED WALK LEADING TO THE BASKETBALL COURT, 48 FEET SOUTH OF
 LW1114'THE SOUTHEAST CORNER OF THE BASKETBALL COURT, AND SET IN A
 LW1114'DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 4 INCHES.
 LW1114
 LW1114                          STATION RECOVERY (1986)
 LW1114
 LW1114'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1116 ***********************************************************************
 LW1116  DESIGNATION -  PR 79 C 2 RM 4
 LW1116  PID         -  LW1116
 LW1116  STATE/COUNTY-  RI/PROVIDENCE
 LW1116  USGS QUAD   -  CLAYVILLE (1975)
 LW1116
 LW1116                         *CURRENT SURVEY CONTROL
 LW1116  ___________________________________________________________________
 LW1116* NAD 83(1986)-  41 50 34.     (N)    071 42 54.     (W)     SCALED    
 LW1116* NAVD 88     -       187.88   (+/-2cm)     616.4    (feet)  VERTCON   
 LW1116  ___________________________________________________________________
 LW1116  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW1116
 LW1116  VERT ORDER  -  ? (See Below)
 LW1116
 LW1116.The horizontal coordinates were scaled from a topographic map and have
 LW1116.an estimated accuracy of +/- 6 seconds.
 LW1116
 LW1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW1116.The vertical order pertains to the NGVD 29 superseded value.
 LW1116
 LW1116.The geoid height was determined by GEOID03.
 LW1116
 LW1116;                    North         East    Units  Estimated Accuracy
 LW1116;SPC RI       -    84,370.       82,140.      MT  (+/- 180 meters Scaled)
 LW1116
 LW1116                          SUPERSEDED SURVEY CONTROL
 LW1116
 LW1116  NGVD 29 (??/??/92)  188.122  (m)          617.20   (f) ADJ UNCH    ?  
 LW1116
 LW1116.Superseded values are not recommended for survey control.
 LW1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1116.See file dsdata.txt to determine how the superseded data were derived.
 LW1116
 LW1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG745358(NAD 83)
 LW1116_MARKER: DR = REFERENCE MARK DISK
 LW1116_SETTING: 80 = SET IN A BOULDER
 LW1116_SP_SET: BOULDER
 LW1116_STAMPING: PR 79 C 2 NO 4 1966
 LW1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1116+STABILITY: SURFACE MOTION
 LW1116
 LW1116  HISTORY     - Date     Condition        Report By
 LW1116  HISTORY     - 1966     MONUMENTED       CGS
 LW1116  HISTORY     - 1986     GOOD             USPSQD
 LW1116  HISTORY     - 1989     GOOD             USPSQD
 LW1116
 LW1116                          STATION DESCRIPTION
 LW1116
 LW1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LW1116'9.8 MI E FROM DAYVILLE.
 LW1116'9.25 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LW1116'AT DAYVILLE, THENCE 0.6 MILES SOUTH ALONG A BLACKTOP ROAD TO THE
 LW1116'JOHN E. FOGARTY ELEMENTARY SCHOOL, 28 FEET EAST OF A WOVEN-WIRE
 LW1116'FENCE AROUND THE BASKETBALL COURT, 27 FEET SOUTH OF A WOVEN-WIRE
 LW1116'NORTH BOUNDARY FENCE AND IS ON THE EDGE OF A TERRACE, AND SET IN
 LW1116'THE TOP OF A LARGE BOULDER THAT PROJECTS 1 FOOT.
 LW1116
 LW1116                          STATION RECOVERY (1986)
 LW1116
 LW1116'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1116'RECOVERED IN GOOD CONDITION.
 LW1116
 LW1116                          STATION RECOVERY (1989)
 LW1116
 LW1116'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1118 ***********************************************************************
 LW1118  DESIGNATION -  PR 79 C 2 RM 5
 LW1118  PID         -  LW1118
 LW1118  STATE/COUNTY-  RI/PROVIDENCE
 LW1118  USGS QUAD   -  CLAYVILLE (1975)
 LW1118
 LW1118                         *CURRENT SURVEY CONTROL
 LW1118  ___________________________________________________________________
 LW1118* NAD 83(1986)-  41 50 34.     (N)    071 42 54.     (W)     SCALED    
 LW1118* NAVD 88     -       188.56   (+/-2cm)     618.6    (feet)  VERTCON   
 LW1118  ___________________________________________________________________
 LW1118  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW1118
 LW1118  VERT ORDER  -  ? (See Below)
 LW1118
 LW1118.The horizontal coordinates were scaled from a topographic map and have
 LW1118.an estimated accuracy of +/- 6 seconds.
 LW1118
 LW1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW1118.The vertical order pertains to the NGVD 29 superseded value.
 LW1118
 LW1118.The geoid height was determined by GEOID03.
 LW1118
 LW1118;                    North         East    Units  Estimated Accuracy
 LW1118;SPC RI       -    84,370.       82,140.      MT  (+/- 180 meters Scaled)
 LW1118
 LW1118                          SUPERSEDED SURVEY CONTROL
 LW1118
 LW1118  NGVD 29 (??/??/92)  188.807  (m)          619.44   (f) ADJ UNCH    ?  
 LW1118
 LW1118.Superseded values are not recommended for survey control.
 LW1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1118.See file dsdata.txt to determine how the superseded data were derived.
 LW1118
 LW1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG745358(NAD 83)
 LW1118_MARKER: DR = REFERENCE MARK DISK
 LW1118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1118_SP_SET: CONC FOOTING
 LW1118_STAMPING: PR 79 C 2 NO 5 1966
 LW1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1118
 LW1118  HISTORY     - Date     Condition        Report By
 LW1118  HISTORY     - 1966     MONUMENTED       CGS
 LW1118
 LW1118                          STATION DESCRIPTION
 LW1118
 LW1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LW1118'9.8 MI E FROM DAYVILLE.
 LW1118'9.25 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LW1118'AT DAYVILLE, THENCE 0.6 MILE SOUTH ALONG A BLACKTOP ROAD TO THE
 LW1118'JOHN E. FOGARTY ELEMENTARY SCHOOL, 12.6 FEET WEST OF THE
 LW1118'SOUTHWEST CORNER OF A SMALL CONCRETE-BLOCK BUILDING, AND
 LW1118'SET IN THE TOP OF A SQUARE CONCRETE FOOTING THAT HAS AN IRON
 LW1118'BOLT PROJECTING FROM EACH CORNER AND IS ABOUT 2 FEET ACROSS
 LW1118'AND PROJECTING 6 INCHES, AND 9 FEET NORTH OF A PAVED DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1115 ***********************************************************************
 LW1115  DESIGNATION -  PR 79 C RM 1
 LW1115  PID         -  LW1115
 LW1115  STATE/COUNTY-  RI/PROVIDENCE
 LW1115  USGS QUAD   -  CLAYVILLE (1975)
 LW1115
 LW1115                         *CURRENT SURVEY CONTROL
 LW1115  ___________________________________________________________________
 LW1115* NAD 83(1986)-  41 50 34.     (N)    071 42 54.     (W)     SCALED    
 LW1115* NAVD 88     -       190.019  (meters)     623.42   (feet)  ADJUSTED  
 LW1115  ___________________________________________________________________
 LW1115  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW1115  DYNAMIC HT  -         189.953 (meters)     623.20  (feet)  COMP
 LW1115  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 LW1115
 LW1115  VERT ORDER  -  SECOND    CLASS 0
 LW1115
 LW1115.The horizontal coordinates were scaled from a topographic map and have
 LW1115.an estimated accuracy of +/- 6 seconds.
 LW1115
 LW1115.The orthometric height was determined by differential leveling
 LW1115.and adjusted by the National Geodetic Survey in June 1991..
 LW1115
 LW1115.The geoid height was determined by GEOID03.
 LW1115
 LW1115.The dynamic height is computed by dividing the NAVD 88
 LW1115.geopotential number by the normal gravity value computed on the
 LW1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1115.degrees latitude (g = 980.6199 gals.).
 LW1115
 LW1115.The modeled gravity was interpolated from observed gravity values.
 LW1115
 LW1115;                    North         East    Units  Estimated Accuracy
 LW1115;SPC RI       -    84,370.       82,140.      MT  (+/- 180 meters Scaled)
 LW1115
 LW1115                          SUPERSEDED SURVEY CONTROL
 LW1115
 LW1115  NGVD 29 (??/??/92)  190.261  (m)          624.21   (f) ADJ UNCH    2 0
 LW1115
 LW1115.Superseded values are not recommended for survey control.
 LW1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1115.See file dsdata.txt to determine how the superseded data were derived.
 LW1115
 LW1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG745358(NAD 83)
 LW1115_MARKER: DR = REFERENCE MARK DISK
 LW1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1115_STAMPING: PR 79C NO 1 1958
 LW1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1115+STABILITY: SURFACE MOTION
 LW1115
 LW1115  HISTORY     - Date     Condition        Report By
 LW1115  HISTORY     - 1958     MONUMENTED       CGS
 LW1115  HISTORY     - 1968     POOR             NGS
 LW1115
 LW1115                          STATION DESCRIPTION
 LW1115
 LW1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1115'10 MI E FROM DAYVILLE.
 LW1115'9.25 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LW1115'AT DAYVILLE, THENCE 0.6 MILE SOUTH ALONG A BLACKTOP ROAD,
 LW1115'THENCE 0.05 MILE SOUTH ALONG ROADS, THENCE 0.05 MILE EAST
 LW1115'ALONG A ROAD TO A CROSS-WALK, 65 FEET NORTH OF THE CENTERLINE
 LW1115'OF THE ROAD, 56 FEET WEST OF THE CENTERLINE OF THE WALK, 7
 LW1115'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 LW1115'FOUNDATION, 99 FEET WEST OF THE NORTHWEST CORNER OF A
 LW1115'BUILDING, 42.6 FEET WEST-SOUTHWEST OF TRIANGULATION STATION
 LW1115'PR 79C, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE
 LW1115'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LW1115
 LW1115                          STATION RECOVERY (1968)
 LW1115
 LW1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LW1115'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1117 ***********************************************************************
 LW1117  DESIGNATION -  PR 79 C RM 2
 LW1117  PID         -  LW1117
 LW1117  STATE/COUNTY-  RI/PROVIDENCE
 LW1117  USGS QUAD   -  CLAYVILLE (1975)
 LW1117
 LW1117                         *CURRENT SURVEY CONTROL
 LW1117  ___________________________________________________________________
 LW1117* NAD 83(1986)-  41 50 34.     (N)    071 42 54.     (W)     SCALED    
 LW1117* NAVD 88     -       191.262  (meters)     627.50   (feet)  ADJUSTED  
 LW1117  ___________________________________________________________________
 LW1117  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW1117  DYNAMIC HT  -         191.195 (meters)     627.28  (feet)  COMP
 LW1117  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 LW1117
 LW1117  VERT ORDER  -  SECOND    CLASS 0
 LW1117
 LW1117.The horizontal coordinates were scaled from a topographic map and have
 LW1117.an estimated accuracy of +/- 6 seconds.
 LW1117
 LW1117.The orthometric height was determined by differential leveling
 LW1117.and adjusted by the National Geodetic Survey in June 1991..
 LW1117
 LW1117.The geoid height was determined by GEOID03.
 LW1117
 LW1117.The dynamic height is computed by dividing the NAVD 88
 LW1117.geopotential number by the normal gravity value computed on the
 LW1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1117.degrees latitude (g = 980.6199 gals.).
 LW1117
 LW1117.The modeled gravity was interpolated from observed gravity values.
 LW1117
 LW1117;                    North         East    Units  Estimated Accuracy
 LW1117;SPC RI       -    84,370.       82,140.      MT  (+/- 180 meters Scaled)
 LW1117
 LW1117                          SUPERSEDED SURVEY CONTROL
 LW1117
 LW1117  NGVD 29 (??/??/92)  191.504  (m)          628.29   (f) ADJ UNCH    2 0
 LW1117
 LW1117.Superseded values are not recommended for survey control.
 LW1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1117.See file dsdata.txt to determine how the superseded data were derived.
 LW1117
 LW1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG745358(NAD 83)
 LW1117_MARKER: DR = REFERENCE MARK DISK
 LW1117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1117_SP_SET: CONC BASE
 LW1117_STAMPING: PR 79C NO 2 1958
 LW1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1117
 LW1117  HISTORY     - Date     Condition        Report By
 LW1117  HISTORY     - 1958     MONUMENTED       CGS
 LW1117  HISTORY     - 1968     POOR             NGS
 LW1117  HISTORY     - 1969     POOR             USPSQD
 LW1117
 LW1117                          STATION DESCRIPTION
 LW1117
 LW1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1117'10 MI E FROM DAYVILLE.
 LW1117'9.25 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LW1117'AT DAYVILLE, THENCE 0.6 MILE SOUTH ALONG A BLACKTOP ROAD TO A
 LW1117'GATE, THENCE 0.05 MILE SOUTH ALONG ROADS, THENCE 0.05 MILE
 LW1117'EAST ALONG ROADS TO A CROSSWALK, SET IN THE TOP OF A CONCRETE
 LW1117'BASE, 144 FEET NORTH OF THE CENTERLINE OF THE BLACKTOP ROAD,
 LW1117'109 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BUILDING,
 LW1117'85.0 FEET NORTH OF TRIANGULATION STATION PR 79C, 85.5 FEET
 LW1117'NORTH OF A WOODEN WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL
 LW1117'OF THE ROAD.
 LW1117
 LW1117                          STATION RECOVERY (1968)
 LW1117
 LW1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LW1117'MARK RECOVERED IN POOR CONDITION.
 LW1117
 LW1117                          STATION RECOVERY (1969)
 LW1117
 LW1117'RECOVERY NOTE BY US POWER SQUADRON 1969 (RMS)
 LW1117'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1112 ***********************************************************************
 LW1112  DESIGNATION -  PR 79 C RM 3
 LW1112  PID         -  LW1112
 LW1112  STATE/COUNTY-  RI/PROVIDENCE
 LW1112  USGS QUAD   -  CLAYVILLE (1975)
 LW1112
 LW1112                         *CURRENT SURVEY CONTROL
 LW1112  ___________________________________________________________________
 LW1112* NAD 83(1986)-  41 50 34.     (N)    071 42 58.     (W)     SCALED    
 LW1112* NAVD 88     -       186.783  (meters)     612.80   (feet)  ADJUSTED  
 LW1112  ___________________________________________________________________
 LW1112  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW1112  DYNAMIC HT  -         186.718 (meters)     612.59  (feet)  COMP
 LW1112  MODELED GRAV-     980,268.4   (mgal)                       NAVD 88
 LW1112
 LW1112  VERT ORDER  -  SECOND    CLASS 0
 LW1112
 LW1112.The horizontal coordinates were scaled from a topographic map and have
 LW1112.an estimated accuracy of +/- 6 seconds.
 LW1112
 LW1112.The orthometric height was determined by differential leveling
 LW1112.and adjusted by the National Geodetic Survey in June 1991..
 LW1112
 LW1112.The geoid height was determined by GEOID03.
 LW1112
 LW1112.The dynamic height is computed by dividing the NAVD 88
 LW1112.geopotential number by the normal gravity value computed on the
 LW1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1112.degrees latitude (g = 980.6199 gals.).
 LW1112
 LW1112.The modeled gravity was interpolated from observed gravity values.
 LW1112
 LW1112;                    North         East    Units  Estimated Accuracy
 LW1112;SPC RI       -    84,370.       82,050.      MT  (+/- 180 meters Scaled)
 LW1112
 LW1112                          SUPERSEDED SURVEY CONTROL
 LW1112
 LW1112  NGVD 29 (??/??/92)  187.025  (m)          613.60   (f) ADJ UNCH    2 0
 LW1112
 LW1112.Superseded values are not recommended for survey control.
 LW1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1112.See file dsdata.txt to determine how the superseded data were derived.
 LW1112
 LW1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG744358(NAD 83)
 LW1112_MARKER: DR = REFERENCE MARK DISK
 LW1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1112_STAMPING: PR 79 C NO 3 1958
 LW1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1112+STABILITY: SURFACE MOTION
 LW1112
 LW1112  HISTORY     - Date     Condition        Report By
 LW1112  HISTORY     - 1958     MONUMENTED       CGS
 LW1112  HISTORY     - 1966     GOOD             NGS
 LW1112  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1112
 LW1112                          STATION DESCRIPTION
 LW1112
 LW1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LW1112'9.8 MI E FROM DAYVILLE.
 LW1112'9.25 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE AT
 LW1112'DAYVILLE, THENCE 0.6 MILES SOUTH ALONG A BLACKTOP ROAD TO THE
 LW1112'JOHN E. FOGARTY ELEMENTARY SCHOOL, 1 FOOT NORTH OF THE SOUTH
 LW1112'BOUNDARY FENCE, 1 FOOT EAST OF A WHITE WITNESS POST, SET IN
 LW1112'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- ARROW
 LW1112'POINTS A LITTLE EAST OF STATION.
 LW1112
 LW1112                          STATION RECOVERY (1987)
 LW1112
 LW1112'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1131 ***********************************************************************
 LW1131  DESIGNATION -  PR 99 C
 LW1131  PID         -  LW1131
 LW1131  STATE/COUNTY-  RI/PROVIDENCE
 LW1131  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1131
 LW1131                         *CURRENT SURVEY CONTROL
 LW1131  ___________________________________________________________________
 LW1131* NAD 83(1996)-  41 58 16.05633(N)    071 34 29.56547(W)     ADJUSTED  
 LW1131* NAVD 88     -       141.501  (meters)     464.24   (feet)  ADJUSTED  
 LW1131  ___________________________________________________________________
 LW1131  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 LW1131  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LW1131  DYNAMIC HT  -         141.455 (meters)     464.09  (feet)  COMP
 LW1131  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 LW1131
 LW1131  HORZ ORDER  -  THIRD
 LW1131  VERT ORDER  -  SECOND    CLASS 0
 LW1131
 LW1131.The horizontal coordinates were established by classical geodetic methods
 LW1131.and adjusted by the National Geodetic Survey in August 1998..
 LW1131
 LW1131.The orthometric height was determined by differential leveling
 LW1131.and adjusted by the National Geodetic Survey in June 1991..
 LW1131
 LW1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1131
 LW1131.The geoid height was determined by GEOID03.
 LW1131
 LW1131.The dynamic height is computed by dividing the NAVD 88
 LW1131.geopotential number by the normal gravity value computed on the
 LW1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1131.degrees latitude (g = 980.6199 gals.).
 LW1131
 LW1131.The modeled gravity was interpolated from observed gravity values.
 LW1131
 LW1131;                    North         East     Units Scale Factor Converg.
 LW1131;SPC RI       -    98,604.087    93,793.428   MT  0.99999422   -0 03 00.3
 LW1131;SPC RI       -   323,503.58    307,720.61   sFT  0.99999422   -0 03 00.3
 LW1131;SPC MA M     -   857,865.060   193,793.561   MT  0.99997253   -0 03 01.1
 LW1131;SPC MA M     - 2,814,512.28    635,804.37   sFT  0.99997253   -0 03 01.1
 LW1131;UTM  19      - 4,649,777.614   286,650.543   MT  1.00016013   -1 43 21.4
 LW1131
 LW1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1131!SPC RI       -   0.99998242  x   0.99999422  =   0.99997664
 LW1131!SPC MA M     -   0.99998242  x   0.99997253  =   0.99995495
 LW1131!UTM  19      -   0.99998242  x   1.00016013  =   1.00014255
 LW1131
 LW1131|---------------------------------------------------------------------|
 LW1131| PID    Reference Object                     Distance      Geod. Az  |
 LW1131|                                                           dddmmss.s |
 LW1131| CB8583 SW CORNER IFC CONTROL BLDG            0.521 METERS 03647     |
 LW1131| LW3495 WOONSOCKET HILL FIRE TOWER          APPROX. 1.9 KM 0663557.2 |
 LW1131| LW3481 MOWRY FIRE TOWER                    APPROX. 1.9 KM 0674729.1 |
 LW1131| LW1132 PR 99 C AZ MK                                      0942643.9 |
 LW1131| LW1133 PR 99 C RM 2                          5.541 METERS 26935     |
 LW1131| LW3511 HARRISVILLE WATER CO TANK           APPROX. 8.0 KM 2695500.6 |
 LW1131| LW1134 PR 99 C RM 1                         26.074 METERS 32417     |
 LW1131| MY3682 SLATERSVILLE N SMITHFIELD TANK      APPROX. 3.4 KM 3524235.4 |
 LW1131|---------------------------------------------------------------------|
 LW1131
 LW1131                          SUPERSEDED SURVEY CONTROL
 LW1131
 LW1131  NAD 83(1996)-  41 58 16.05624(N)    071 34 29.56554(W) AD(       ) 3
 LW1131  NAD 83(1992)-  41 58 16.05523(N)    071 34 29.56443(W) AD(       ) 3
 LW1131  NAD 83(1992)-  41 58 16.05518(N)    071 34 29.56454(W) AD(       ) 3
 LW1131  NAD 83(1986)-  41 58 16.05531(N)    071 34 29.56358(W) AD(       ) 3
 LW1131  NAD 27      -  41 58 15.70484(N)    071 34 31.34184(W) AD(       ) 3
 LW1131  NGVD 29 (??/??/92)  141.713  (m)          464.94   (f) ADJ UNCH    2 0
 LW1131
 LW1131.Superseded values are not recommended for survey control.
 LW1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1131.See file dsdata.txt to determine how the superseded data were derived.
 LW1131
 LW1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8665149778(NAD 83)
 LW1131_MARKER: DS = TRIANGULATION STATION DISK
 LW1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1131_STAMPING: PR 99C 1958
 LW1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1131+STABILITY: SURFACE MOTION
 LW1131
 LW1131  HISTORY     - Date     Condition        Report By
 LW1131  HISTORY     - 1958     MONUMENTED       CGS
 LW1131  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW1131  HISTORY     - 1958     GOOD             CGS
 LW1131  HISTORY     - 1980     MARK NOT FOUND   NGS
 LW1131
 LW1131                          STATION DESCRIPTION
 LW1131
 LW1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW1131'THE STATION IS IN THE AREA OF NIKE SITE PR 99 C, ABOUT 4 MILES
 LW1131'SOUTHWEST OF WOONSOCKET, ABOUT 2-3/4 MILES SOUTH OF THE
 LW1131'MASSACHUSETTS-RHODE ISLAND STATE LINE.  IT IS 171 FEET SOUTHWEST
 LW1131'OF THE SOUTHWEST CORNER OF THE IFC CONTROL BUILDING, 10 FEET
 LW1131'NORTHEAST OF A CYCLONE FENCE AND 3 FEET NORTHWEST OF A WHITE
 LW1131'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 LW1131'STAMPED PR 99 C 1958.
 LW1131'
 LW1131'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5, 102,
 LW1131'AND 146 JUST NORTH OF SLATERSVILLE, GO SOUTHWEST ON HIGHWAY 102
 LW1131'FOR 2.75 MILES TO A SIDE ROAD LEFT, JUST AFTER CROSSING A BRIDGE
 LW1131'IN THE TOWN OF NASONVILLE.  TURN LEFT AND GO SOUTHEAST ON DOUGLAS
 LW1131'PIKE FOR 1.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 LW1131'EAST-NORTHEAST ON POUND HILL ROAD FOR 0.75 MILE TO A
 LW1131'CROSSROAD.  TURN RIGHT AND GO SOUTHEAST ON A PAVED ROAD FOR
 LW1131'0.55 MILE TO THE ENTRANCE TO THE NIKE SITE AREA.  PASS THROUGH
 LW1131'THE GATE AND CONTINUE 0.1 MILE TO THE BUILDINGS, THEN LEFT,
 LW1131'FOLLOWING THE FENCE, FOR ABOUT 0.05 MILE TO THE STATION AS
 LW1131'DESCRIBED.
 LW1131'
 LW1131'REFERENCE MARK 1 (PR 99 C) IS A STANDARD REFERENCE MARK DISK
 LW1131'STAMPED PR 99 C TTR NO 1 1958 SET IN A DRILL HOLE IN THE CENTER OF
 LW1131'A CONCRETE SLAB.
 LW1131'
 LW1131'IT IS 92.4 FEET SOUTHEAST OF A FENCE CORNER AND 45 FEET
 LW1131'NORTHEAST OF A CYCLONE FENCE.
 LW1131'
 LW1131'REFERENCE MARK 2 IS 20 FEET NORTHWEST OF A WHITE WITNESS POST
 LW1131'AND 6 INCHES NORTHEAST OF THE CYCLONE FENCE.  THE MONUMENT
 LW1131'PROJECTS 3 INCHES AND THE DISK IS STAMPED PR 99 C NO 2 1958.
 LW1131'
 LW1131'THE AZIMUTH MARK IS 93 FEET NORTH OF A FENCE CORNER, 8 FEET
 LW1131'NORTH OF A WHITE WITNESS POST AND 6 INCHES SOUTHWEST OF A CYCLONE
 LW1131'FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 LW1131'PR 99 C 1958.
 LW1131'
 LW1131'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR ABOUT
 LW1131'0.2 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 LW1131'
 LW1131'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW1131
 LW1131                          STATION RECOVERY (1958)
 LW1131
 LW1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 LW1131'REFERENCE MARK 1 WAS DESTROYED DUE TO CONSTRUCTION.
 LW1131
 LW1131                          STATION RECOVERY (1958)
 LW1131
 LW1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LW1131'3 MI SW FROM SLATERSVILLE.
 LW1131'1.15 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE INDUSTRIAL
 LW1131'NATIONAL BANK AT SLATERSVILLE, THENCE 1.25 MILES SOUTHWEST ALONG
 LW1131'A BLACKTOP ROAD, THENCE 0.55 MILE SOUTHEAST ALONG A BLACKTOP
 LW1131'ROAD TO A GATE, THENCE 0.1 MILE NORTH ALONG A FENCE LINE, 160
 LW1131'FEET WEST OF A BUILDING, 9.5 FEET NORTHEAST OF A FENCE LINE, 18.2
 LW1131'FEET SOUTHEAST OF RM 2, 85.6 FEET SOUTH OF RM 1, 2 FEET NORTHEAST
 LW1131'OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 LW1131'POST PROJECTING 5 INCHES.
 LW1131
 LW1131                          STATION RECOVERY (1980)
 LW1131
 LW1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LW1131'THE STATION MARK AND REFERENCE MARK 2 WERE SEARCHED FOR BUT NOT
 LW1131'RECOVERED.  REFERENCE MARK 1 WAS REPORTED DESTROYED IN 1958.  THE
 LW1131'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THERE HAS BEEN A LOT OF
 LW1131'CONSTRUCTION WORK AT THE STATION SITE AND THE STATION MARK IS EITHER
 LW1131'COVERED UP BY ASPHALT OR HAS BEEN DESTROYED.  THE SITE IS BEING USED
 LW1131'BY THE AIR NATIONAL GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1132 ***********************************************************************
 LW1132  DESIGNATION -  PR 99 C AZ MK
 LW1132  PID         -  LW1132
 LW1132  STATE/COUNTY-  RI/PROVIDENCE
 LW1132  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1132
 LW1132                         *CURRENT SURVEY CONTROL
 LW1132  ___________________________________________________________________
 LW1132* NAD 83(1986)-  41 58 15.     (N)    071 34 21.     (W)     SCALED    
 LW1132* NAVD 88     -       140.674  (meters)     461.53   (feet)  ADJUSTED  
 LW1132  ___________________________________________________________________
 LW1132  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LW1132  DYNAMIC HT  -         140.628 (meters)     461.38  (feet)  COMP
 LW1132  MODELED GRAV-     980,295.3   (mgal)                       NAVD 88
 LW1132
 LW1132  VERT ORDER  -  SECOND    CLASS 0
 LW1132
 LW1132.The horizontal coordinates were scaled from a topographic map and have
 LW1132.an estimated accuracy of +/- 6 seconds.
 LW1132
 LW1132.The orthometric height was determined by differential leveling
 LW1132.and adjusted by the National Geodetic Survey in June 1991..
 LW1132
 LW1132.The geoid height was determined by GEOID03.
 LW1132
 LW1132.The dynamic height is computed by dividing the NAVD 88
 LW1132.geopotential number by the normal gravity value computed on the
 LW1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1132.degrees latitude (g = 980.6199 gals.).
 LW1132
 LW1132.The modeled gravity was interpolated from observed gravity values.
 LW1132
 LW1132;                    North         East    Units  Estimated Accuracy
 LW1132;SPC RI       -    98,570.       93,990.      MT  (+/- 180 meters Scaled)
 LW1132
 LW1132                          SUPERSEDED SURVEY CONTROL
 LW1132
 LW1132  NGVD 29 (??/??/92)  140.886  (m)          462.22   (f) ADJ UNCH    2 0
 LW1132
 LW1132.Superseded values are not recommended for survey control.
 LW1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1132.See file dsdata.txt to determine how the superseded data were derived.
 LW1132
 LW1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG868497(NAD 83)
 LW1132_MARKER: DZ = AZIMUTH MARK DISK
 LW1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1132_STAMPING: PR 99C 1958
 LW1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1132+STABILITY: SURFACE MOTION
 LW1132
 LW1132  HISTORY     - Date     Condition        Report By
 LW1132  HISTORY     - 1958     MONUMENTED       CGS
 LW1132
 LW1132                          STATION DESCRIPTION
 LW1132
 LW1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1132'3 MI SW FROM SLATERSVILLE.
 LW1132'1.15 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE INDUSTRIAL
 LW1132'NATIONAL BANK AT SLATERSVILLE, THENCE 1.25 MILES SOUTHWEST ALONG
 LW1132'A BLACKTOP ROAD, THENCE 0.55 MILE SOUTHEAST ALONG A BLACKTOP
 LW1132'ROAD TO A GATE, THENCE 0.05 MILE NORTHEAST TO THE END OF THE
 LW1132'STREET, THENCE 0.05 MILE NORTHEAST TO A FENCE LINE, ABOUT 0.15
 LW1132'MILE EAST OF THE TRIANGULATION STATION PR 99C, 93.2 FEET
 LW1132'NORTHWEST OF A FENCE CORNER, 7.5 FEET NORTHWEST OF A WHITE
 LW1132'WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW1132'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1133 ***********************************************************************
 LW1133  DESIGNATION -  PR 99 C RM 2
 LW1133  PID         -  LW1133
 LW1133  STATE/COUNTY-  RI/PROVIDENCE
 LW1133  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1133
 LW1133                         *CURRENT SURVEY CONTROL
 LW1133  ___________________________________________________________________
 LW1133* NAD 83(1986)-  41 58 15.     (N)    071 34 29.     (W)     SCALED    
 LW1133* NAVD 88     -       141.677  (meters)     464.82   (feet)  ADJUSTED  
 LW1133  ___________________________________________________________________
 LW1133  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LW1133  DYNAMIC HT  -         141.631 (meters)     464.67  (feet)  COMP
 LW1133  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 LW1133
 LW1133  VERT ORDER  -  SECOND    CLASS 0
 LW1133
 LW1133.The horizontal coordinates were scaled from a topographic map and have
 LW1133.an estimated accuracy of +/- 6 seconds.
 LW1133
 LW1133.The orthometric height was determined by differential leveling
 LW1133.and adjusted by the National Geodetic Survey in June 1991..
 LW1133
 LW1133.The geoid height was determined by GEOID03.
 LW1133
 LW1133.The dynamic height is computed by dividing the NAVD 88
 LW1133.geopotential number by the normal gravity value computed on the
 LW1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1133.degrees latitude (g = 980.6199 gals.).
 LW1133
 LW1133.The modeled gravity was interpolated from observed gravity values.
 LW1133
 LW1133;                    North         East    Units  Estimated Accuracy
 LW1133;SPC RI       -    98,570.       93,810.      MT  (+/- 180 meters Scaled)
 LW1133
 LW1133                          SUPERSEDED SURVEY CONTROL
 LW1133
 LW1133  NGVD 29 (??/??/92)  141.889  (m)          465.51   (f) ADJ UNCH    2 0
 LW1133
 LW1133.Superseded values are not recommended for survey control.
 LW1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1133.See file dsdata.txt to determine how the superseded data were derived.
 LW1133
 LW1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG866497(NAD 83)
 LW1133_MARKER: DR = REFERENCE MARK DISK
 LW1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1133_STAMPING: PR 99C NO 2 1958
 LW1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1133+STABILITY: SURFACE MOTION
 LW1133
 LW1133  HISTORY     - Date     Condition        Report By
 LW1133  HISTORY     - 1958     MONUMENTED       CGS
 LW1133
 LW1133                          STATION DESCRIPTION
 LW1133
 LW1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1133'3 MI SW FROM SLATERSVILLE.
 LW1133'1.15 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE INDUSTRIAL
 LW1133'NATIONAL BANK AT SLATERSVILLE, THENCE 1.25 MILES SOUTHWEST ALONG
 LW1133'A BLACKTOP ROAD, THENCE 0.55 MILE SOUTHEAST ALONG A BLACKTOP
 LW1133'ROAD TO A GATE, THENCE 0.1 MILE NORTH ALONG A FENCE LINE, 176 FEET
 LW1133'NORTHWEST OF A BUILDING, 0.5 FEET NORTHEAST ON FENCE LINE, 20.5
 LW1133'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP
 LW1133'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2947 ***********************************************************************
 LW2947  DESIGNATION -  PROSPECT HILL OP 1 1940
 LW2947  PID         -  LW2947
 LW2947  STATE/COUNTY-  RI/NEWPORT
 LW2947  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2947
 LW2947                         *CURRENT SURVEY CONTROL
 LW2947  ___________________________________________________________________
 LW2947* NAD 83(1996)-  41 28 50.29956(N)    071 23 35.45972(W)     ADJUSTED  
 LW2947* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 LW2947  ___________________________________________________________________
 LW2947  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 LW2947  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW2947
 LW2947  HORZ ORDER  -  SECOND
 LW2947
 LW2947.The horizontal coordinates were established by classical geodetic methods
 LW2947.and adjusted by the National Geodetic Survey in August 1998..
 LW2947
 LW2947.The orthometric height was scaled from a topographic map.
 LW2947
 LW2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2947
 LW2947.The geoid height was determined by GEOID03.
 LW2947
 LW2947;                    North         East     Units Scale Factor Converg.
 LW2947;SPC RI       -    44,129.721   108,921.390   MT  0.99999473   +0 04 14.7
 LW2947;SPC RI       -   144,782.26    357,352.93   sFT  0.99999473   +0 04 14.7
 LW2947;UTM  19      - 4,594,879.603   300,191.588   MT  1.00009134   -1 35 08.5
 LW2947
 LW2947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2947!SPC RI       -   0.99999880  x   0.99999473  =   0.99999353
 LW2947!UTM  19      -   0.99999880  x   1.00009134  =   1.00009014
 LW2947
 LW2947                          SUPERSEDED SURVEY CONTROL
 LW2947
 LW2947  NAD 83(1996)-  41 28 50.29899(N)    071 23 35.45891(W) AD(       ) 2
 LW2947  NAD 83(1992)-  41 28 50.29803(N)    071 23 35.45904(W) AD(       ) 2
 LW2947  NAD 83(1992)-  41 28 50.29737(N)    071 23 35.45874(W) AD(       ) 2
 LW2947  NAD 83(1986)-  41 28 50.29780(N)    071 23 35.45665(W) AD(       ) 2
 LW2947  NAD 27      -  41 28 49.93000(N)    071 23 37.25500(W) AD(       ) 2
 LW2947
 LW2947.Superseded values are not recommended for survey control.
 LW2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2947.See file dsdata.txt to determine how the superseded data were derived.
 LW2947
 LW2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0019294880(NAD 83)
 LW2947_MARKER: DS = TRIANGULATION STATION DISK
 LW2947_SETTING: 0 = UNSPECIFIED SETTING
 LW2947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2947
 LW2947  HISTORY     - Date     Condition        Report By
 LW2947  HISTORY     - 1940     MONUMENTED       CGS
 LW2947  HISTORY     - 20050711 POOR             USPSQD
 LW2947
 LW2947                          STATION DESCRIPTION
 LW2947
 LW2947'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2947'THE STATION IS THE INSTRUMENT CENTER IN THE MOST N ONE OF SIX
 LW2947'CONCRETE UNDERGROUND FIRE-CONTROL BUILDINGS ON PROSPECT HILL,
 LW2947'WHICH IS ABOUT 0.7 MI. S OF THE N END OF THE S SECTION OF
 LW2947'CONANICUT ISLAND.  IT IS A STANDARD STATION DISK, STAMPED PROSPECT
 LW2947'HILL O P 1 1940 AND SET IN A DRILL HOLE IN THE CONCRETE ROOF
 LW2947'DIRECTLY OVER THE INSTRUMENT CENTER.
 LW2947'
 LW2947'IT WAS LOCATED BY TRAVERSE FROM STATION HILL.
 LW2947'
 LW2947'THIS IS A TRAVERSE STATION.
 LW2947
 LW2947                          STATION RECOVERY (2005)
 LW2947
 LW2947'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2947'THE MOUNTING HOLE, LOCATED 22 FEET WEST AND 10 FEET ABOVE THE
 LW2947'CENTERLINE OF A GRAVEL TRAIL WAS FOUND, BUT THE DISK IS MISSING.
 LW2947' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2946 ***********************************************************************
 LW2946  DESIGNATION -  PROSPECT HILL OP 2 1940
 LW2946  PID         -  LW2946
 LW2946  STATE/COUNTY-  RI/NEWPORT
 LW2946  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2946
 LW2946                         *CURRENT SURVEY CONTROL
 LW2946  ___________________________________________________________________
 LW2946* NAD 83(1996)-  41 28 49.14053(N)    071 23 36.12069(W)     ADJUSTED  
 LW2946* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 LW2946  ___________________________________________________________________
 LW2946  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 LW2946  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW2946
 LW2946  HORZ ORDER  -  SECOND
 LW2946
 LW2946.The horizontal coordinates were established by classical geodetic methods
 LW2946.and adjusted by the National Geodetic Survey in August 1998..
 LW2946
 LW2946.The orthometric height was scaled from a topographic map.
 LW2946
 LW2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2946
 LW2946.The geoid height was determined by GEOID03.
 LW2946
 LW2946;                    North         East     Units Scale Factor Converg.
 LW2946;SPC RI       -    44,093.945   108,906.099   MT  0.99999473   +0 04 14.3
 LW2946;SPC RI       -   144,664.88    357,302.76   sFT  0.99999473   +0 04 14.3
 LW2946;UTM  19      - 4,594,844.280   300,175.268   MT  1.00009142   -1 35 08.9
 LW2946
 LW2946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2946!SPC RI       -   0.99999880  x   0.99999473  =   0.99999353
 LW2946!UTM  19      -   0.99999880  x   1.00009142  =   1.00009022
 LW2946
 LW2946                          SUPERSEDED SURVEY CONTROL
 LW2946
 LW2946  NAD 83(1996)-  41 28 49.13995(N)    071 23 36.11988(W) AD(       ) 2
 LW2946  NAD 83(1992)-  41 28 49.13899(N)    071 23 36.12001(W) AD(       ) 2
 LW2946  NAD 83(1992)-  41 28 49.13834(N)    071 23 36.11971(W) AD(       ) 2
 LW2946  NAD 83(1986)-  41 28 49.13877(N)    071 23 36.11761(W) AD(       ) 2
 LW2946  NAD 27      -  41 28 48.77100(N)    071 23 37.91600(W) AD(       ) 2
 LW2946
 LW2946.Superseded values are not recommended for survey control.
 LW2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2946.See file dsdata.txt to determine how the superseded data were derived.
 LW2946
 LW2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0017594844(NAD 83)
 LW2946_MARKER: DS = TRIANGULATION STATION DISK
 LW2946_SETTING: 0 = UNSPECIFIED SETTING
 LW2946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2946
 LW2946  HISTORY     - Date     Condition        Report By
 LW2946  HISTORY     - 1940     MONUMENTED       CGS
 LW2946  HISTORY     - 20050711 POOR             USPSQD
 LW2946
 LW2946                          STATION DESCRIPTION
 LW2946
 LW2946'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2946'THE STATION IS THE INSTRUMENT CENTER IN THE CONCRETE UNDERGROUND
 LW2946'FIRE-CONTROL BUILDING WHICH IS THE FIRST ONE TO THE S AND W OF THE
 LW2946'MOST N ONE OF THE SIX BUILDINGS.  IT IS ON THE TOP OF PROSPECT
 LW2946'HILL, WHICH IS ABOUT 0.7 MI. S OF THE N END OF THE S SECTION OF
 LW2946'CONANICUT ISLAND.  IT IS A STANDARD STATION DISK, STAMPED PROSPECT
 LW2946'HILL O P 2 1940 AND SET IN A DRILL HOLE IN THE CONCRETE ROOF
 LW2946'DIRECTLY OVER THE INSTRUMENT CENTER.
 LW2946'
 LW2946'IT WAS LOCATED BY TRAVERSE FROM STATION HILL.
 LW2946'
 LW2946'THIS IS A TRAVERSE STATION.
 LW2946
 LW2946                          STATION RECOVERY (2005)
 LW2946
 LW2946'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2946'THE ELEMENTS HAVE REDUCED THE DISK DIAMETER TO ABOUT 3/4 INCH.  ONLY
 LW2946'THE TRIANGLE REMAINS VISIBLE.  IT IS LOCATED 44 FEET EAST OF A GRAVEL
 LW2946'TRAIL.
 LW2946' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2948 ***********************************************************************
 LW2948  DESIGNATION -  PROSPECT HILL OP 3 1940
 LW2948  PID         -  LW2948
 LW2948  STATE/COUNTY-  RI/NEWPORT
 LW2948  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2948
 LW2948                         *CURRENT SURVEY CONTROL
 LW2948  ___________________________________________________________________
 LW2948* NAD 83(1996)-  41 28 49.42883(N)    071 23 35.12734(W)     ADJUSTED  
 LW2948* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 LW2948  ___________________________________________________________________
 LW2948  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW2948  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW2948
 LW2948  HORZ ORDER  -  SECOND
 LW2948
 LW2948.The horizontal coordinates were established by classical geodetic methods
 LW2948.and adjusted by the National Geodetic Survey in August 1998..
 LW2948
 LW2948.The orthometric height was scaled from a topographic map.
 LW2948
 LW2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2948
 LW2948.The geoid height was determined by GEOID03.
 LW2948
 LW2948;                    North         East     Units Scale Factor Converg.
 LW2948;SPC RI       -    44,102.868   108,929.134   MT  0.99999473   +0 04 14.9
 LW2948;SPC RI       -   144,694.16    357,378.33   sFT  0.99999473   +0 04 14.9
 LW2948;UTM  19      - 4,594,852.534   300,198.554   MT  1.00009130   -1 35 08.2
 LW2948
 LW2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2948!SPC RI       -   0.99999880  x   0.99999473  =   0.99999353
 LW2948!UTM  19      -   0.99999880  x   1.00009130  =   1.00009010
 LW2948
 LW2948                          SUPERSEDED SURVEY CONTROL
 LW2948
 LW2948  NAD 83(1996)-  41 28 49.42826(N)    071 23 35.12653(W) AD(       ) 2
 LW2948  NAD 83(1992)-  41 28 49.42730(N)    071 23 35.12665(W) AD(       ) 2
 LW2948  NAD 83(1992)-  41 28 49.42664(N)    071 23 35.12636(W) AD(       ) 2
 LW2948  NAD 83(1986)-  41 28 49.42707(N)    071 23 35.12427(W) AD(       ) 2
 LW2948  NAD 27      -  41 28 49.05900(N)    071 23 36.92300(W) AD(       ) 2
 LW2948
 LW2948.Superseded values are not recommended for survey control.
 LW2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2948.See file dsdata.txt to determine how the superseded data were derived.
 LW2948
 LW2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0019994853(NAD 83)
 LW2948_MARKER: DS = TRIANGULATION STATION DISK
 LW2948_SETTING: 0 = UNSPECIFIED SETTING
 LW2948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2948
 LW2948  HISTORY     - Date     Condition        Report By
 LW2948  HISTORY     - 1940     MONUMENTED       CGS
 LW2948  HISTORY     - 20050711 POOR             USPSQD
 LW2948
 LW2948                          STATION DESCRIPTION
 LW2948
 LW2948'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2948'THE STATION IS THE INSTRUMENT CENTER IN THE CONCRETE UNDERGROUND
 LW2948'FIRE-CONTROL BUILDING WHICH IS THE FIRST ONE TO THE S AND E OF THE
 LW2948'MOST N ONE OF THE SIX BUILDINGS.  IT IS ON THE TOP OF PROSPECT
 LW2948'HILL, WHICH IS ABOUT 0.7 MI. S OF THE N END OF THE S SECTION OF
 LW2948'CONANICUT ISLAND.  IT IS A STANDARD STATION DISK, STAMPED PROSPECT
 LW2948'HILL O P 3 1940 AND SET IN A DRILL HOLE IN THE CONCRETE ROOF
 LW2948'DIRECTLY OVER THE INSTRUMENT CENTER.
 LW2948'
 LW2948'IT WAS LOCATED BY TRAVERSE FROM STATION HILL.
 LW2948'
 LW2948'THIS IS A TRAVERSE STATION.
 LW2948
 LW2948                          STATION RECOVERY (2005)
 LW2948
 LW2948'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2948'THE ELEMENTS HAVE REDUCED THE DISK DIAMETER TO ABOUT 3/4 INCH.  ONLY
 LW2948'THE TRIANGLE REMAINS VISIBLE.  IT IS LOCATED 15 FEET WEST OF A GRAVEL
 LW2948'TRAIL.
 LW2948' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2949 ***********************************************************************
 LW2949  DESIGNATION -  PROSPECT HILL OP 4 B1 WHEATON
 LW2949  PID         -  LW2949
 LW2949  STATE/COUNTY-  RI/NEWPORT
 LW2949  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2949
 LW2949                         *CURRENT SURVEY CONTROL
 LW2949  ___________________________________________________________________
 LW2949* NAD 83(1996)-  41 28 47.57614(N)    071 23 36.26754(W)     ADJUSTED  
 LW2949* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 LW2949  ___________________________________________________________________
 LW2949  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW2949  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW2949
 LW2949  HORZ ORDER  -  SECOND
 LW2949
 LW2949.The horizontal coordinates were established by classical geodetic methods
 LW2949.and adjusted by the National Geodetic Survey in August 1998..
 LW2949
 LW2949.The orthometric height was scaled from a topographic map.
 LW2949
 LW2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2949
 LW2949.The geoid height was determined by GEOID03.
 LW2949
 LW2949;                    North         East     Units Scale Factor Converg.
 LW2949;SPC RI       -    44,045.678   108,902.752   MT  0.99999472   +0 04 14.2
 LW2949;SPC RI       -   144,506.53    357,291.78   sFT  0.99999472   +0 04 14.2
 LW2949;UTM  19      - 4,594,796.126   300,170.526   MT  1.00009144   -1 35 08.9
 LW2949
 LW2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2949!SPC RI       -   0.99999943  x   0.99999472  =   0.99999415
 LW2949!UTM  19      -   0.99999943  x   1.00009144  =   1.00009087
 LW2949
 LW2949                          SUPERSEDED SURVEY CONTROL
 LW2949
 LW2949  NAD 83(1996)-  41 28 47.57557(N)    071 23 36.26673(W) AD(       ) 2
 LW2949  NAD 83(1992)-  41 28 47.57460(N)    071 23 36.26686(W) AD(       ) 2
 LW2949  NAD 83(1992)-  41 28 47.57395(N)    071 23 36.26656(W) AD(       ) 2
 LW2949  NAD 83(1986)-  41 28 47.57439(N)    071 23 36.26447(W) AD(       ) 2
 LW2949  NAD 27      -  41 28 47.20700(N)    071 23 38.06300(W) AD(       ) 2
 LW2949
 LW2949.Superseded values are not recommended for survey control.
 LW2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2949.See file dsdata.txt to determine how the superseded data were derived.
 LW2949
 LW2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0017194796(NAD 83)
 LW2949_MARKER: DS = TRIANGULATION STATION DISK
 LW2949_SETTING: 0 = UNSPECIFIED SETTING
 LW2949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2949
 LW2949  HISTORY     - Date     Condition        Report By
 LW2949  HISTORY     - 1940     MONUMENTED       CGS
 LW2949  HISTORY     - 20050711 POOR             USPSQD
 LW2949
 LW2949                          STATION DESCRIPTION
 LW2949
 LW2949'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2949'THE STATION IS THE INSTRUMENT CENTER IN THE W SIDE OF THE THIRD
 LW2949'CONCRETE UNDERGROUND FIRE-CONTROL BUILDING, COUNTING FROM THE S,
 LW2949'ON PROSPECT HILL.  PROSPECT HILL IS ABOUT 0.7 MI. S OF THE N END
 LW2949'OF THE S SECTION OF CONANICUT ISLAND.  IT IS A STANDARD STATION
 LW2949'DISK, STAMPED PROSPECT HILL O P 4 B1 WHEATON 1940 AND SET IN THE
 LW2949'CONCRETE ROOF DIRECTLY OVER THE INSTRUMENT CENTER.
 LW2949'
 LW2949'IT WAS LOCATED BY TRAVERSE FROM STATION HILL.
 LW2949'
 LW2949'THIS IS A TRAVERSE STATION.
 LW2949
 LW2949                          STATION RECOVERY (2005)
 LW2949
 LW2949'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2949'THE ELEMENTS HAVE REDUCED THE DISK DIAMETER TO ABOUT 3/4 INCH.  ONLY
 LW2949'THE TRIANGLE REMAINS VISIBLE.  IT IS LOCATED 20 FEET EAST OF A GRAVEL
 LW2949'TRAIL.
 LW2949' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2950 ***********************************************************************
 LW2950  DESIGNATION -  PROSPECT HILL OP 4 B2 GREENE
 LW2950  PID         -  LW2950
 LW2950  STATE/COUNTY-  RI/NEWPORT
 LW2950  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2950
 LW2950                         *CURRENT SURVEY CONTROL
 LW2950  ___________________________________________________________________
 LW2950* NAD 83(1996)-  41 28 47.60641(N)    071 23 36.18321(W)     ADJUSTED  
 LW2950* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 LW2950  ___________________________________________________________________
 LW2950  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW2950  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW2950
 LW2950  HORZ ORDER  -  SECOND
 LW2950
 LW2950.The horizontal coordinates were established by classical geodetic methods
 LW2950.and adjusted by the National Geodetic Survey in August 1998..
 LW2950
 LW2950.The orthometric height was scaled from a topographic map.
 LW2950
 LW2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2950
 LW2950.The geoid height was determined by GEOID03.
 LW2950
 LW2950;                    North         East     Units Scale Factor Converg.
 LW2950;SPC RI       -    44,046.615   108,904.707   MT  0.99999473   +0 04 14.2
 LW2950;SPC RI       -   144,509.60    357,298.19   sFT  0.99999473   +0 04 14.2
 LW2950;UTM  19      - 4,594,797.005   300,172.508   MT  1.00009143   -1 35 08.9
 LW2950
 LW2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2950!SPC RI       -   0.99999943  x   0.99999473  =   0.99999416
 LW2950!UTM  19      -   0.99999943  x   1.00009143  =   1.00009086
 LW2950
 LW2950                          SUPERSEDED SURVEY CONTROL
 LW2950
 LW2950  NAD 83(1996)-  41 28 47.60583(N)    071 23 36.18239(W) AD(       ) 2
 LW2950  NAD 83(1992)-  41 28 47.60487(N)    071 23 36.18252(W) AD(       ) 2
 LW2950  NAD 83(1992)-  41 28 47.60422(N)    071 23 36.18223(W) AD(       ) 2
 LW2950  NAD 83(1986)-  41 28 47.60465(N)    071 23 36.18013(W) AD(       ) 2
 LW2950  NAD 27      -  41 28 47.23700(N)    071 23 37.97900(W) AD(       ) 2
 LW2950
 LW2950.Superseded values are not recommended for survey control.
 LW2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2950.See file dsdata.txt to determine how the superseded data were derived.
 LW2950
 LW2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0017394797(NAD 83)
 LW2950_MARKER: H = DRILL HOLE
 LW2950_SETTING: 0 = UNSPECIFIED SETTING
 LW2950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2950
 LW2950  HISTORY     - Date     Condition        Report By
 LW2950  HISTORY     - 1940     MONUMENTED       CGS
 LW2950
 LW2950                          STATION DESCRIPTION
 LW2950
 LW2950'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2950'THE STATION IS THE INSTRUMENT CENTER IN THE E SIDE OF THE THIRD
 LW2950'CONCRETE UNDERGROUND FIRE-CONTROL BUILDING, COUNTING FROM THE S.
 LW2950'IT IS ON PROSPECT HILL, ABOUT 0.7 MI. S OF THE N END OF THE S
 LW2950'SECTION OF CONANICUT ISLAND.  A PUNCH HOLE WAS SET IN THE CONCRETE
 LW2950'ROOF DIRECTLY OVER THE CENTER OF THE INSTRUMENT.
 LW2950'
 LW2950'IT WAS LOCATED BY TRAVERSE FROM STATION HILL.
 LW2950'
 LW2950'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2956 ***********************************************************************
 LW2956  DESIGNATION -  PROSPECT HILL OP 5 B2 EDGERTON
 LW2956  PID         -  LW2956
 LW2956  STATE/COUNTY-  RI/NEWPORT
 LW2956  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2956
 LW2956                         *CURRENT SURVEY CONTROL
 LW2956  ___________________________________________________________________
 LW2956* NAD 83(1996)-  41 28 46.93444(N)    071 23 37.29212(W)     ADJUSTED  
 LW2956* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 LW2956  ___________________________________________________________________
 LW2956  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW2956  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW2956
 LW2956  HORZ ORDER  -  SECOND
 LW2956
 LW2956.The horizontal coordinates were established by classical geodetic methods
 LW2956.and adjusted by the National Geodetic Survey in August 1998..
 LW2956
 LW2956.The orthometric height was scaled from a topographic map.
 LW2956
 LW2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2956
 LW2956.The geoid height was determined by GEOID03.
 LW2956
 LW2956;                    North         East     Units Scale Factor Converg.
 LW2956;SPC RI       -    44,025.852   108,879.005   MT  0.99999472   +0 04 13.5
 LW2956;SPC RI       -   144,441.48    357,213.87   sFT  0.99999472   +0 04 13.5
 LW2956;UTM  19      - 4,594,776.992   300,146.214   MT  1.00009156   -1 35 09.6
 LW2956
 LW2956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2956!SPC RI       -   0.99999896  x   0.99999472  =   0.99999368
 LW2956!UTM  19      -   0.99999896  x   1.00009156  =   1.00009052
 LW2956
 LW2956                          SUPERSEDED SURVEY CONTROL
 LW2956
 LW2956  NAD 83(1996)-  41 28 46.93386(N)    071 23 37.29131(W) AD(       ) 2
 LW2956  NAD 83(1992)-  41 28 46.93290(N)    071 23 37.29144(W) AD(       ) 2
 LW2956  NAD 83(1992)-  41 28 46.93225(N)    071 23 37.29114(W) AD(       ) 2
 LW2956  NAD 83(1986)-  41 28 46.93269(N)    071 23 37.28904(W) AD(       ) 2
 LW2956  NAD 27      -  41 28 46.56500(N)    071 23 39.08800(W) AD(       ) 2
 LW2956
 LW2956.Superseded values are not recommended for survey control.
 LW2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2956.See file dsdata.txt to determine how the superseded data were derived.
 LW2956
 LW2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0014694777(NAD 83)
 LW2956_MARKER: H = DRILL HOLE
 LW2956_SETTING: 0 = UNSPECIFIED SETTING
 LW2956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2956
 LW2956  HISTORY     - Date     Condition        Report By
 LW2956  HISTORY     - 1940     MONUMENTED       CGS
 LW2956
 LW2956                          STATION DESCRIPTION
 LW2956
 LW2956'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2956'THE STATION IS THE INSTRUMENT CENTER IN THE W SIDE OF THE SECOND
 LW2956'CONCRETE UNDERGROUND FIRE-CONTROL BUILDING, COUNTING FROM THE S.
 LW2956'IT IS ON PROSPECT HILL, WHICH IS ABOUT 0.7 MI. S OF THE N END OF
 LW2956'THE S SECTION OF CONANICUT ISLAND.  A PUNCH HOLE WAS SET IN THE
 LW2956'CONCRETE ROOF DIRECTLY OVER THE CENTER OF THE INSTRUMENT.
 LW2956'
 LW2956'IT WAS LOCATED BY TRAVERSE FROM STATION HILL.
 LW2956'
 LW2956'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2957 ***********************************************************************
 LW2957  DESIGNATION -  PROSPECT HILL OP 5 B1 VARNUM
 LW2957  PID         -  LW2957
 LW2957  STATE/COUNTY-  RI/NEWPORT
 LW2957  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2957
 LW2957                         *CURRENT SURVEY CONTROL
 LW2957  ___________________________________________________________________
 LW2957* NAD 83(1996)-  41 28 46.93659(N)    071 23 37.15369(W)     ADJUSTED  
 LW2957* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 LW2957  ___________________________________________________________________
 LW2957  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW2957  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW2957
 LW2957  HORZ ORDER  -  SECOND
 LW2957
 LW2957.The horizontal coordinates were established by classical geodetic methods
 LW2957.and adjusted by the National Geodetic Survey in August 1998..
 LW2957
 LW2957.The orthometric height was scaled from a topographic map.
 LW2957
 LW2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2957
 LW2957.The geoid height was determined by GEOID03.
 LW2957
 LW2957;                    North         East     Units Scale Factor Converg.
 LW2957;SPC RI       -    44,025.922   108,882.217   MT  0.99999472   +0 04 13.6
 LW2957;SPC RI       -   144,441.71    357,224.41   sFT  0.99999472   +0 04 13.6
 LW2957;UTM  19      - 4,594,776.970   300,149.427   MT  1.00009154   -1 35 09.5
 LW2957
 LW2957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2957!SPC RI       -   0.99999896  x   0.99999472  =   0.99999368
 LW2957!UTM  19      -   0.99999896  x   1.00009154  =   1.00009050
 LW2957
 LW2957                          SUPERSEDED SURVEY CONTROL
 LW2957
 LW2957  NAD 83(1996)-  41 28 46.93602(N)    071 23 37.15287(W) AD(       ) 2
 LW2957  NAD 83(1992)-  41 28 46.93506(N)    071 23 37.15300(W) AD(       ) 2
 LW2957  NAD 83(1992)-  41 28 46.93440(N)    071 23 37.15270(W) AD(       ) 2
 LW2957  NAD 83(1986)-  41 28 46.93484(N)    071 23 37.15061(W) AD(       ) 2
 LW2957  NAD 27      -  41 28 46.56700(N)    071 23 38.94900(W) AD(       ) 2
 LW2957
 LW2957.Superseded values are not recommended for survey control.
 LW2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2957.See file dsdata.txt to determine how the superseded data were derived.
 LW2957
 LW2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0014994777(NAD 83)
 LW2957_MARKER: DS = TRIANGULATION STATION DISK
 LW2957_SETTING: 0 = UNSPECIFIED SETTING
 LW2957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2957
 LW2957  HISTORY     - Date     Condition        Report By
 LW2957  HISTORY     - 1940     MONUMENTED       CGS
 LW2957  HISTORY     - 20050711 POOR             USPSQD
 LW2957
 LW2957                          STATION DESCRIPTION
 LW2957
 LW2957'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2957'THE STATION IS THE INSTRUMENT CENTER IN THE E SIDE OF THE SECOND
 LW2957'CONCRETE UNDERGROUND FIRE-CONTROL BUILDING, COUNTING FROM THE S.
 LW2957'IT IS ON PROSPECT HILL, WHICH IS ABOUT 0.7 MI. S OF THE N END OF
 LW2957'THE S SECTION OF CONANICUT ISLAND.  IT IS A STANDARD STATION DISK,
 LW2957'STAMPED PROSPECT HILL O P 5 B1 VARNUM 1940 AND SET IN A DRILL
 LW2957'HOLE ON TOP OF THE CONCRETE ROOF DIRECTLY OVER THE INSTRUMENT CENTER.
 LW2957'
 LW2957'IT WAS LOCATED BY TRAVERSE FROM STATION HILL.
 LW2957'
 LW2957'THIS IS A TRAVERSE STATION.
 LW2957
 LW2957                          STATION RECOVERY (2005)
 LW2957
 LW2957'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2957'THE ELEMENTS HAVE REDUCED THE DISK DIAMETER TO ABOUT 3/4 INCH.  ONLY
 LW2957'THE TRIANGLE REMAINS VISIBLE.  IT IS LOCATED 20 FEET EAST OF A GRAVEL
 LW2957'TRAIL.
 LW2957' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2954 ***********************************************************************
 LW2954  DESIGNATION -  PROSPECT HILL OP 6 M 1/1 W
 LW2954  PID         -  LW2954
 LW2954  STATE/COUNTY-  RI/NEWPORT
 LW2954  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2954
 LW2954                         *CURRENT SURVEY CONTROL
 LW2954  ___________________________________________________________________
 LW2954* NAD 83(1996)-  41 28 46.33897(N)    071 23 38.29599(W)     ADJUSTED  
 LW2954* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 LW2954  ___________________________________________________________________
 LW2954  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 LW2954  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW2954
 LW2954  HORZ ORDER  -  SECOND
 LW2954
 LW2954.The horizontal coordinates were established by classical geodetic methods
 LW2954.and adjusted by the National Geodetic Survey in August 1998..
 LW2954
 LW2954.The orthometric height was scaled from a topographic map.
 LW2954
 LW2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2954
 LW2954.The geoid height was determined by GEOID03.
 LW2954
 LW2954;                    North         East     Units Scale Factor Converg.
 LW2954;SPC RI       -    44,007.453   108,855.738   MT  0.99999471   +0 04 12.8
 LW2954;SPC RI       -   144,381.12    357,137.53   sFT  0.99999471   +0 04 12.8
 LW2954;UTM  19      - 4,594,759.272   300,122.422   MT  1.00009168   -1 35 10.2
 LW2954
 LW2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2954!SPC RI       -   0.99999974  x   0.99999471  =   0.99999445
 LW2954!UTM  19      -   0.99999974  x   1.00009168  =   1.00009142
 LW2954
 LW2954                          SUPERSEDED SURVEY CONTROL
 LW2954
 LW2954  NAD 83(1996)-  41 28 46.33840(N)    071 23 38.29517(W) AD(       ) 2
 LW2954  NAD 83(1992)-  41 28 46.33743(N)    071 23 38.29531(W) AD(       ) 2
 LW2954  NAD 83(1992)-  41 28 46.33678(N)    071 23 38.29501(W) AD(       ) 2
 LW2954  NAD 83(1986)-  41 28 46.33722(N)    071 23 38.29291(W) AD(       ) 2
 LW2954  NAD 27      -  41 28 45.97000(N)    071 23 40.09100(W) AD(       ) 2
 LW2954
 LW2954.Superseded values are not recommended for survey control.
 LW2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2954.See file dsdata.txt to determine how the superseded data were derived.
 LW2954
 LW2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0012294759(NAD 83)
 LW2954_MARKER: DS = TRIANGULATION STATION DISK
 LW2954_SETTING: 0 = UNSPECIFIED SETTING
 LW2954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2954
 LW2954  HISTORY     - Date     Condition        Report By
 LW2954  HISTORY     - 1940     MONUMENTED       CGS
 LW2954  HISTORY     - 20050711 POOR             USPSQD
 LW2954
 LW2954                          STATION DESCRIPTION
 LW2954
 LW2954'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2954'THE STATION IS THE INSTRUMENT CENTER IN THE MOST S ONE OF SIX
 LW2954'CONCRETE UNDERGROUND FIRE-CONTROL BUILDINGS ON PROSPECT HILL.
 LW2954'PROSPECT HILL IS ABOUT 0.7 MI. S OF THE N END OF THE S SECTION OF
 LW2954'CONANICUT ISLAND.  IT IS A STANDARD STATION DISK, STAMPED PROSPECT
 LW2954'HILL O P 6 M 1/1 W 1940 AND SET IN A DRILL HOLE ON TOP OF THE W
 LW2954'SIDE OF THE CONCRETE ROOF DIRECTLY OVER THE INSTRUMENT CENTER.
 LW2954'
 LW2954'IT IS LOCATED BY TRAVERSE FROM STATION HILL.
 LW2954'
 LW2954'THIS IS A TRAVERSE STATION.
 LW2954'
 LW2954'THIS IS A TRAVERSE STATION.
 LW2954
 LW2954                          STATION RECOVERY (2005)
 LW2954
 LW2954'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2954'THE ELEMENTS HAVE REDUCED THE DISK DIAMETER TO ABOUT 3/4 INCH.  ONLY
 LW2954'THE TRIANGLE REMAINS VISIBLE.  IT IS LOCATED 10 FEET BEYOND THE SOUTH
 LW2954'END OF A GRAVEL TRAIL.
 LW2954' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2955 ***********************************************************************
 LW2955  DESIGNATION -  PROSPECT HILL OP 6 M 1/1 E
 LW2955  PID         -  LW2955
 LW2955  STATE/COUNTY-  RI/NEWPORT
 LW2955  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2955
 LW2955                         *CURRENT SURVEY CONTROL
 LW2955  ___________________________________________________________________
 LW2955* NAD 83(1996)-  41 28 46.28094(N)    071 23 38.15455(W)     ADJUSTED  
 LW2955* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 LW2955  ___________________________________________________________________
 LW2955  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW2955  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW2955
 LW2955  HORZ ORDER  -  SECOND
 LW2955
 LW2955.The horizontal coordinates were established by classical geodetic methods
 LW2955.and adjusted by the National Geodetic Survey in August 1998..
 LW2955
 LW2955.The orthometric height was scaled from a topographic map.
 LW2955
 LW2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2955
 LW2955.The geoid height was determined by GEOID03.
 LW2955
 LW2955;                    North         East     Units Scale Factor Converg.
 LW2955;SPC RI       -    44,005.667   108,859.021   MT  0.99999472   +0 04 12.9
 LW2955;SPC RI       -   144,375.26    357,148.30   sFT  0.99999472   +0 04 12.9
 LW2955;UTM  19      - 4,594,757.391   300,125.653   MT  1.00009166   -1 35 10.1
 LW2955
 LW2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2955!SPC RI       -   0.99999974  x   0.99999472  =   0.99999446
 LW2955!UTM  19      -   0.99999974  x   1.00009166  =   1.00009140
 LW2955
 LW2955                          SUPERSEDED SURVEY CONTROL
 LW2955
 LW2955  NAD 83(1996)-  41 28 46.28037(N)    071 23 38.15373(W) AD(       ) 2
 LW2955  NAD 83(1992)-  41 28 46.27941(N)    071 23 38.15387(W) AD(       ) 2
 LW2955  NAD 83(1992)-  41 28 46.27875(N)    071 23 38.15357(W) AD(       ) 2
 LW2955  NAD 83(1986)-  41 28 46.27919(N)    071 23 38.15147(W) AD(       ) 2
 LW2955  NAD 27      -  41 28 45.91200(N)    071 23 39.95000(W) AD(       ) 2
 LW2955
 LW2955.Superseded values are not recommended for survey control.
 LW2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2955.See file dsdata.txt to determine how the superseded data were derived.
 LW2955
 LW2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0012694757(NAD 83)
 LW2955_MARKER: H = DRILL HOLE
 LW2955_SETTING: 0 = UNSPECIFIED SETTING
 LW2955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2955
 LW2955  HISTORY     - Date     Condition        Report By
 LW2955  HISTORY     - 1940     MONUMENTED       CGS
 LW2955
 LW2955                          STATION DESCRIPTION
 LW2955
 LW2955'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2955'THE STATION IS THE CENTER OF THE PEDESTAL IN THE MOST S ONE OF SIX
 LW2955'CONCRETE UNDERGROUND FIRE-CONTROL BUILDINGS ON PROSPECT HILL.
 LW2955'PROSPECT HILL IS ABOUT 0.7 MI. S OF THE N END OF THE S SECTION OF
 LW2955'CONANICUT ISLAND.  A PUNCH HOLE WAS SET IN THE TOP OF THE CONCRETE
 LW2955'ROOF DIRECTLY OVER THE PEDESTAL.
 LW2955'
 LW2955'IT WAS LOCATED BY TRAVERSE FROM STATION HILL.
 LW2955'
 LW2955'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2680 ***********************************************************************
 LW2680  DESIGNATION -  PROVIDENCE BAPTIST CH SPIRE
 LW2680  PID         -  LW2680
 LW2680  STATE/COUNTY-  RI/PROVIDENCE
 LW2680  USGS QUAD   -  PROVIDENCE (1975)
 LW2680
 LW2680                         *CURRENT SURVEY CONTROL
 LW2680  ___________________________________________________________________
 LW2680* NAD 83(1996)-  41 49 38.74540(N)    071 24 30.39329(W)     ADJUSTED  
 LW2680* NAVD 88     -                                                        
 LW2680  ___________________________________________________________________
 LW2680  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 LW2680  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW2680
 LW2680  HORZ ORDER  -  THIRD
 LW2680
 LW2680.The horizontal coordinates were established by classical geodetic methods
 LW2680.and adjusted by the National Geodetic Survey in August 1998..
 LW2680
 LW2680
 LW2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2680
 LW2680.The geoid height was determined by GEOID03.
 LW2680
 LW2680;                    North         East     Units Scale Factor Converg.
 LW2680;SPC RI       -    82,644.857   107,606.016   MT  0.99999446   +0 03 39.8
 LW2680;SPC RI       -   271,144.00    353,037.40   sFT  0.99999446   +0 03 39.8
 LW2680;SPC MA M     -   841,906.090   207,605.952   MT  0.99998564   +0 03 41.4
 LW2680;SPC MA M     - 2,762,153.56    681,120.53   sFT  0.99998564   +0 03 41.4
 LW2680;UTM  19      - 4,633,420.433   299,993.883   MT  1.00009227   -1 36 24.1
 LW2680
 LW2680                          SUPERSEDED SURVEY CONTROL
 LW2680
 LW2680  NAD 83(1996)-  41 49 38.74522(N)    071 24 30.39325(W) AD(       ) 4
 LW2680  NAD 83(1992)-  41 49 38.74396(N)    071 24 30.39246(W) AD(       ) 4
 LW2680  NAD 83(1992)-  41 49 38.74378(N)    071 24 30.39249(W) AD(       ) 4
 LW2680  NAD 83(1986)-  41 49 38.74301(N)    071 24 30.39218(W) AD(       ) 4
 LW2680  NAD 27      -  41 49 38.38305(N)    071 24 32.18493(W) AD(       ) 3
 LW2680
 LW2680.Superseded values are not recommended for survey control.
 LW2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2680.See file dsdata.txt to determine how the superseded data were derived.
 LW2680
 LW2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9999433420(NAD 83)
 LW2680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2680+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2004
 LW2680
 LW2680  HISTORY     - Date     Condition        Report By
 LW2680  HISTORY     - UNK      MONUMENTED
 LW2680  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2680  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2680  HISTORY     - 19991231 GOOD             USPSQD
 LW2680  HISTORY     - 20040814 GOOD             GEOCAC
 LW2680
 LW2680                          STATION DESCRIPTION
 LW2680
 LW2680'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2680'THE FIRST BAPTIST CHURCH STANDS ON NORTH MAIN STREET BETWEEN
 LW2680'WATERMAN AND THOMAS STREETS.  THE BUILDING WAS DEDICATED MAY
 LW2680'28, 1775.
 LW2680'
 LW2680'THE TOP OF THE STEEPLE IS A SLIM, OCTAGONAL PYRAMID TOPPED
 LW2680'WITH A WEATHERVANE.  I HAVE SEEN MANY PHOTOGRAPHS AND SKETCHES
 LW2680'OF THIS STEEPLE, AND ALL SHOW THE STEEPLE AS IT IS TODAY.  AN
 LW2680'OFFICER OF THE CHURCH STATES THAT HE IS SURE THAT THE ORIGINAL
 LW2680'STEEPLE IS THE ONE WE SEE NOW.
 LW2680'
 LW2680'A CHECK UP BY THE OLD MAPS SHOWS THAT THIS BUILDING HAS NEVER
 LW2680'BEEN MOVED.
 LW2680
 LW2680                          STATION RECOVERY (1968)
 LW2680
 LW2680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2680'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2680
 LW2680                          STATION RECOVERY (1999)
 LW2680
 LW2680'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW2680'RECOVERED IN GOOD CONDITION.
 LW2680
 LW2680                          STATION RECOVERY (2004)
 LW2680
 LW2680'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2664 ***********************************************************************
 LW2664  DESIGNATION -  PROVIDENCE BLESSED SAC CATH CH
 LW2664  PID         -  LW2664
 LW2664  STATE/COUNTY-  RI/PROVIDENCE
 LW2664  USGS QUAD   -  PROVIDENCE (1975)
 LW2664
 LW2664                         *CURRENT SURVEY CONTROL
 LW2664  ___________________________________________________________________
 LW2664* NAD 83(1996)-  41 49 46.31654(N)    071 26 36.98021(W)     ADJUSTED  
 LW2664* NAVD 88     -                                                        
 LW2664  ___________________________________________________________________
 LW2664  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 LW2664  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW2664
 LW2664  HORZ ORDER  -  THIRD
 LW2664
 LW2664.The horizontal coordinates were established by classical geodetic methods
 LW2664.and adjusted by the National Geodetic Survey in August 1998..
 LW2664
 LW2664
 LW2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2664
 LW2664.The geoid height was determined by GEOID03.
 LW2664
 LW2664;                    North         East     Units Scale Factor Converg.
 LW2664;SPC RI       -    82,875.931   104,684.738   MT  0.99999402   +0 02 15.4
 LW2664;SPC RI       -   271,902.12    343,453.18   sFT  0.99999402   +0 02 15.4
 LW2664;UTM  19      - 4,633,736.465   297,080.262   MT  1.00010672   -1 37 48.9
 LW2664
 LW2664                          SUPERSEDED SURVEY CONTROL
 LW2664
 LW2664  NAD 83(1996)-  41 49 46.31635(N)    071 26 36.98001(W) AD(       ) 4
 LW2664  NAD 83(1992)-  41 49 46.31512(N)    071 26 36.97931(W) AD(       ) 4
 LW2664  NAD 83(1992)-  41 49 46.31495(N)    071 26 36.97934(W) AD(       ) 4
 LW2664  NAD 83(1986)-  41 49 46.31411(N)    071 26 36.97923(W) AD(       ) 4
 LW2664  NAD 27      -  41 49 45.95425(N)    071 26 38.76842(W) AD(       ) 3
 LW2664
 LW2664.Superseded values are not recommended for survey control.
 LW2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2664.See file dsdata.txt to determine how the superseded data were derived.
 LW2664
 LW2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9708033736(NAD 83)
 LW2664
 LW2664  HISTORY     - Date     Condition        Report By
 LW2664  HISTORY     - 1968     MONUMENTED       CGS
 LW2664  HISTORY     - 19970602 GOOD             USPSQD
 LW2664
 LW2664                          STATION DESCRIPTION
 LW2664
 LW2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2664'THE STATION, PROVIDENCE BLESSED SACRAMENTS CATHOLIC CHURCH SPIRE,
 LW2664'IS THE TOP CENTER OF THE CROSS ATOP SPIRE AND IS ABOUT 100 FEET
 LW2664'IN HEIGHT.
 LW2664'
 LW2664'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF ACADEMY STREET
 LW2664'AND DOVER STREET IN WEST CENTER OF PROVIDENCE.
 LW2664
 LW2664                          STATION RECOVERY (1997)
 LW2664
 LW2664'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW2664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2683 ***********************************************************************
 LW2683  DESIGNATION -  PROVIDENCE BROWN UNIV CLOCK TR
 LW2683  PID         -  LW2683
 LW2683  STATE/COUNTY-  RI/PROVIDENCE
 LW2683  USGS QUAD   -  PROVIDENCE (1975)
 LW2683
 LW2683                         *CURRENT SURVEY CONTROL
 LW2683  ___________________________________________________________________
 LW2683* NAD 83(1996)-  41 49 36.40773(N)    071 24 16.16577(W)     ADJUSTED  
 LW2683* NAVD 88     -                                                        
 LW2683  ___________________________________________________________________
 LW2683  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 LW2683  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW2683
 LW2683  HORZ ORDER  -  THIRD
 LW2683
 LW2683.The horizontal coordinates were established by classical geodetic methods
 LW2683.and adjusted by the National Geodetic Survey in August 1998..
 LW2683
 LW2683
 LW2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2683
 LW2683.The geoid height was determined by GEOID03.
 LW2683
 LW2683;                    North         East     Units Scale Factor Converg.
 LW2683;SPC RI       -    82,573.092   107,934.411   MT  0.99999452   +0 03 49.3
 LW2683;SPC RI       -   270,908.55    354,114.81   sFT  0.99999452   +0 03 49.3
 LW2683;SPC MA M     -   841,834.328   207,934.345   MT  0.99998572   +0 03 51.0
 LW2683;SPC MA M     - 2,761,918.12    682,197.93   sFT  0.99998572   +0 03 51.0
 LW2683;UTM  19      - 4,633,339.133   300,320.082   MT  1.00009067   -1 36 14.5
 LW2683
 LW2683                          SUPERSEDED SURVEY CONTROL
 LW2683
 LW2683  NAD 83(1996)-  41 49 36.40757(N)    071 24 16.16571(W) AD(       ) 4
 LW2683  NAD 83(1992)-  41 49 36.40628(N)    071 24 16.16495(W) AD(       ) 4
 LW2683  NAD 83(1992)-  41 49 36.40612(N)    071 24 16.16497(W) AD(       ) 4
 LW2683  NAD 83(1986)-  41 49 36.40522(N)    071 24 16.16468(W) AD(       ) 4
 LW2683  NAD 27      -  41 49 36.04562(N)    071 24 17.95787(W) AD(       ) 3
 LW2683
 LW2683.Superseded values are not recommended for survey control.
 LW2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2683.See file dsdata.txt to determine how the superseded data were derived.
 LW2683
 LW2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0032033339(NAD 83)
 LW2683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2683+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW2683
 LW2683  HISTORY     - Date     Condition        Report By
 LW2683  HISTORY     - 1968     MONUMENTED       CGS
 LW2683  HISTORY     - 20040816 GOOD             GEOCAC
 LW2683
 LW2683                          STATION DESCRIPTION
 LW2683
 LW2683'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2683'THE STATION, PROVIDENCE BROWN UNIVERSITY CLOCK TOWER, IS THE
 LW2683'TOP CENTER OF SPIRE ATOP CLOCK TOWER AND IS ABOUT 100 FEET IN
 LW2683'HEIGHT.
 LW2683'
 LW2683'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF COLLEGE
 LW2683'STREET AND BENEFIT STREET IN CENTER OF PROVIDENCE.
 LW2683
 LW2683                          STATION RECOVERY (2004)
 LW2683
 LW2683'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2715 ***********************************************************************
 LW2715  DESIGNATION -  PROVIDENCE BROWN UNIV STACK
 LW2715  PID         -  LW2715
 LW2715  STATE/COUNTY-  RI/PROVIDENCE
 LW2715  USGS QUAD   -  PROVIDENCE (1975)
 LW2715
 LW2715                         *CURRENT SURVEY CONTROL
 LW2715  ___________________________________________________________________
 LW2715* NAD 83(1996)-  41 49 35.98089(N)    071 24 07.73166(W)     ADJUSTED  
 LW2715* NAVD 88     -                                                        
 LW2715  ___________________________________________________________________
 LW2715  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 LW2715  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW2715
 LW2715  HORZ ORDER  -  THIRD
 LW2715
 LW2715.The horizontal coordinates were established by classical geodetic methods
 LW2715.and adjusted by the National Geodetic Survey in August 1998..
 LW2715
 LW2715
 LW2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2715
 LW2715.The geoid height was determined by GEOID03.
 LW2715
 LW2715;                    North         East     Units Scale Factor Converg.
 LW2715;SPC RI       -    82,560.142   108,129.053   MT  0.99999456   +0 03 54.9
 LW2715;SPC RI       -   270,866.07    354,753.40   sFT  0.99999456   +0 03 54.9
 LW2715;SPC MA M     -   841,821.380   208,128.986   MT  0.99998573   +0 03 56.6
 LW2715;SPC MA M     - 2,761,875.64    682,836.51   sFT  0.99998573   +0 03 56.6
 LW2715;UTM  19      - 4,633,320.522   300,514.284   MT  1.00008971   -1 36 08.9
 LW2715
 LW2715                          SUPERSEDED SURVEY CONTROL
 LW2715
 LW2715  NAD 83(1996)-  41 49 35.98072(N)    071 24 07.73163(W) AD(       ) 4
 LW2715  NAD 83(1992)-  41 49 35.97943(N)    071 24 07.73083(W) AD(       ) 4
 LW2715  NAD 83(1992)-  41 49 35.97927(N)    071 24 07.73087(W) AD(       ) 4
 LW2715  NAD 83(1986)-  41 49 35.97838(N)    071 24 07.73061(W) AD(       ) 4
 LW2715  NAD 27      -  41 49 35.62600(N)    071 24 09.57400(W) AD(       ) 3
 LW2715
 LW2715.Superseded values are not recommended for survey control.
 LW2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2715.See file dsdata.txt to determine how the superseded data were derived.
 LW2715
 LW2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0051433321(NAD 83)
 LW2715
 LW2715  HISTORY     - Date     Condition        Report By
 LW2715  HISTORY     - 1956     MONUMENTED       CGS
 LW2715
 LW2715                          STATION DESCRIPTION
 LW2715
 LW2715'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2715'STATION IS THE CENTER OF THE RED BRICK STACK OF THE BROWN
 LW2715'UNIVERSITY HEATING PLANT.  IT IS 150 FT. HIGH.  IT IS LOCATED
 LW2715'ON THE UNIVERSITY CAMPUS, NORTH OF GEORGE ST., SOUTH OF
 LW2715'WATERMAN AVE., AND APPROXIMATELY 300 FT. WEST OF THE WEST END
 LW2715'OF MANNING ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2688 ***********************************************************************
 LW2688  DESIGNATION -  PROVIDENCE CRANSTON ARM E TWR
 LW2688  PID         -  LW2688
 LW2688  STATE/COUNTY-  RI/PROVIDENCE
 LW2688  USGS QUAD   -  PROVIDENCE (1975)
 LW2688
 LW2688                         *CURRENT SURVEY CONTROL
 LW2688  ___________________________________________________________________
 LW2688* NAD 83(1996)-  41 48 46.53383(N)    071 25 47.96101(W)     ADJUSTED  
 LW2688* NAVD 88     -                                                        
 LW2688  ___________________________________________________________________
 LW2688  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LW2688  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW2688
 LW2688  HORZ ORDER  -  THIRD
 LW2688
 LW2688.The horizontal coordinates were established by classical geodetic methods
 LW2688.and adjusted by the National Geodetic Survey in August 1998..
 LW2688
 LW2688
 LW2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2688
 LW2688.The geoid height was determined by GEOID03.
 LW2688
 LW2688;                    North         East     Units Scale Factor Converg.
 LW2688;SPC RI       -    81,032.315   105,817.373   MT  0.99999417   +0 02 48.0
 LW2688;SPC RI       -   265,853.52    347,169.16   sFT  0.99999417   +0 02 48.0
 LW2688;SPC MA M     -   840,293.549   205,817.334   MT  0.99998731   +0 02 49.3
 LW2688;SPC MA M     - 2,756,863.09    675,252.37   sFT  0.99998731   +0 02 49.3
 LW2688;UTM  19      - 4,631,860.463   298,158.885   MT  1.00010135   -1 37 14.2
 LW2688
 LW2688                          SUPERSEDED SURVEY CONTROL
 LW2688
 LW2688  NAD 83(1996)-  41 48 46.53363(N)    071 25 47.96094(W) AD(       ) 4
 LW2688  NAD 83(1992)-  41 48 46.53248(N)    071 25 47.96007(W) AD(       ) 4
 LW2688  NAD 83(1992)-  41 48 46.53230(N)    071 25 47.96010(W) AD(       ) 4
 LW2688  NAD 83(1986)-  41 48 46.53159(N)    071 25 47.95823(W) AD(       ) 4
 LW2688  NAD 27      -  41 48 46.17493(N)    071 25 49.74873(W) AD(       ) 3
 LW2688
 LW2688.Superseded values are not recommended for survey control.
 LW2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2688.See file dsdata.txt to determine how the superseded data were derived.
 LW2688
 LW2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9815931860(NAD 83)
 LW2688
 LW2688  HISTORY     - Date     Condition        Report By
 LW2688  HISTORY     - 1958     MONUMENTED       CGS
 LW2688  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2688  HISTORY     - 19991231 GOOD             USPSQD
 LW2688
 LW2688                          STATION DESCRIPTION
 LW2688
 LW2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2688'THE STATIONS ARE THE CENTERS OF THE EAST AND WEST TOWERS LOCATED
 LW2688'ON THE ARMORY IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 LW2688'DEXTER AND CRANSTON STREETS AT THE WEST EDGE OF PROVIDENCE.  THE
 LW2688'TOWERS ARE MADE OF YELLOW BRICKS WITH GREEN TRIM AROUND THE
 LW2688'TOP.  THE HEIGHT OF THE BUILDING IS ABOUT 110 FEET AND THE
 LW2688'TOWERS ARE APPROXIMATELY 40 FEET HIGHER THAN THE BUILDING.
 LW2688
 LW2688                          STATION RECOVERY (1963)
 LW2688
 LW2688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2688'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LW2688
 LW2688                          STATION RECOVERY (1999)
 LW2688
 LW2688'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW2688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2689 ***********************************************************************
 LW2689  DESIGNATION -  PROVIDENCE CRANSTON ARM W TWR
 LW2689  PID         -  LW2689
 LW2689  STATE/COUNTY-  RI/PROVIDENCE
 LW2689  USGS QUAD   -  PROVIDENCE (1975)
 LW2689
 LW2689                         *CURRENT SURVEY CONTROL
 LW2689  ___________________________________________________________________
 LW2689* NAD 83(1996)-  41 48 44.24102(N)    071 25 51.67252(W)     ADJUSTED  
 LW2689* NAVD 88     -                                                        
 LW2689  ___________________________________________________________________
 LW2689  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 LW2689  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW2689
 LW2689  HORZ ORDER  -  THIRD
 LW2689
 LW2689.The horizontal coordinates were established by classical geodetic methods
 LW2689.and adjusted by the National Geodetic Survey in August 1998..
 LW2689
 LW2689
 LW2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2689
 LW2689.The geoid height was determined by GEOID03.
 LW2689
 LW2689;                    North         East     Units Scale Factor Converg.
 LW2689;SPC RI       -    80,961.507   105,731.763   MT  0.99999415   +0 02 45.6
 LW2689;SPC RI       -   265,621.21    346,888.29   sFT  0.99999415   +0 02 45.6
 LW2689;SPC MA M     -   840,222.740   205,731.726   MT  0.99998739   +0 02 46.8
 LW2689;SPC MA M     - 2,756,630.77    674,971.50   sFT  0.99998739   +0 02 46.8
 LW2689;UTM  19      - 4,631,792.169   298,071.242   MT  1.00010178   -1 37 16.6
 LW2689
 LW2689                          SUPERSEDED SURVEY CONTROL
 LW2689
 LW2689  NAD 83(1996)-  41 48 44.24082(N)    071 25 51.67245(W) AD(       ) 4
 LW2689  NAD 83(1992)-  41 48 44.23967(N)    071 25 51.67158(W) AD(       ) 4
 LW2689  NAD 83(1992)-  41 48 44.23950(N)    071 25 51.67162(W) AD(       ) 4
 LW2689  NAD 83(1986)-  41 48 44.23876(N)    071 25 51.66987(W) AD(       ) 4
 LW2689  NAD 27      -  41 48 43.88159(N)    071 25 53.45695(W) AD(       ) 3
 LW2689
 LW2689.Superseded values are not recommended for survey control.
 LW2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2689.See file dsdata.txt to determine how the superseded data were derived.
 LW2689
 LW2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9807131792(NAD 83)
 LW2689
 LW2689  HISTORY     - Date     Condition        Report By
 LW2689  HISTORY     - 1958     MONUMENTED       CGS
 LW2689  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2689  HISTORY     - 19991231 GOOD             USPSQD
 LW2689
 LW2689                          STATION DESCRIPTION
 LW2689
 LW2689'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2689'THE STATIONS ARE THE CENTERS OF THE EAST AND WEST TOWERS
 LW2689'LOCATED ON THE ARMORY IN THE NORTHWEST ANGLE OF THE INTERSECTION
 LW2689'OF DEXTER AND CRANSTON STREETS AT THE WEST EDGE OF PROVIDENCE.  THE
 LW2689'TOWERS ARE MADE OF YELLOW BRICKS WITH GREEN TRIM AROUND THE
 LW2689'TOP.  THE HEIGHT OF THE BUILDING IS ABOUT 110 FEET AND THE TOWERS
 LW2689'ARE APPROXIMATELY 40 FEET HIGHER THAN THE BUILDING.
 LW2689
 LW2689                          STATION RECOVERY (1963)
 LW2689
 LW2689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2689'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LW2689
 LW2689                          STATION RECOVERY (1999)
 LW2689
 LW2689'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW2689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2668 ***********************************************************************
 LW2668  DESIGNATION -  PROVIDENCE E WBC 1956
 LW2668  PID         -  LW2668
 LW2668  STATE/COUNTY-  RI/PROVIDENCE
 LW2668  USGS QUAD   -  PROVIDENCE (1975)
 LW2668
 LW2668                         *CURRENT SURVEY CONTROL
 LW2668  ___________________________________________________________________
 LW2668* NAD 83(1996)-  41 49 07.67222(N)    071 23 08.71249(W)     ADJUSTED  
 LW2668* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2668  ___________________________________________________________________
 LW2668  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 LW2668  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW2668
 LW2668  HORZ ORDER  -  THIRD
 LW2668
 LW2668.The horizontal coordinates were established by classical geodetic methods
 LW2668.and adjusted by the National Geodetic Survey in August 1998..
 LW2668
 LW2668.The orthometric height was scaled from a topographic map.
 LW2668
 LW2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2668
 LW2668.The geoid height was determined by GEOID03.
 LW2668
 LW2668;                    North         East     Units Scale Factor Converg.
 LW2668;SPC RI       -    81,688.428   109,492.160   MT  0.99999486   +0 04 34.2
 LW2668;SPC RI       -   268,006.12    359,225.53   sFT  0.99999486   +0 04 34.2
 LW2668;SPC MA M     -   840,949.686   209,492.088   MT  0.99998663   +0 04 36.3
 LW2668;SPC MA M     - 2,759,015.76    687,308.63   sFT  0.99998663   +0 04 36.3
 LW2668;UTM  19      - 4,632,409.426   301,851.568   MT  1.00008317   -1 35 28.6
 LW2668
 LW2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2668!SPC RI       -   1.00000451  x   0.99999486  =   0.99999937
 LW2668!SPC MA M     -   1.00000451  x   0.99998663  =   0.99999114
 LW2668!UTM  19      -   1.00000451  x   1.00008317  =   1.00008768
 LW2668
 LW2668|---------------------------------------------------------------------|
 LW2668| PID    Reference Object                     Distance      Geod. Az  |
 LW2668|                                                           dddmmss.s |
 LW2668| LW2710 E PROVIDENCE STANDPIPE              252.285 METERS 16341     |
 LW2668| LW2685 FORT HILL                           492.801 METERS 2021611.1 |
 LW2668| LW2690 HOSPITAL 1956                       APPROX. 2.1 KM 2482258.6 |
 LW2668|---------------------------------------------------------------------|
 LW2668
 LW2668                          SUPERSEDED SURVEY CONTROL
 LW2668
 LW2668  NAD 83(1996)-  41 49 07.67204(N)    071 23 08.71240(W) AD(       ) 3
 LW2668  NAD 83(1992)-  41 49 07.67075(N)    071 23 08.71167(W) AD(       ) 3
 LW2668  NAD 83(1992)-  41 49 07.67058(N)    071 23 08.71168(W) AD(       ) 3
 LW2668  NAD 83(1986)-  41 49 07.67005(N)    071 23 08.71161(W) AD(       ) 3
 LW2668  NAD 27      -  41 49 07.32800(N)    071 23 10.57800(W) AD(       ) 3
 LW2668
 LW2668.Superseded values are not recommended for survey control.
 LW2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2668.See file dsdata.txt to determine how the superseded data were derived.
 LW2668
 LW2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0185232409(NAD 83)
 LW2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2668+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004
 LW2668
 LW2668  HISTORY     - Date     Condition        Report By
 LW2668  HISTORY     - 1956     MONUMENTED       CGS
 LW2668  HISTORY     - 1966     SEE DESCRIPTION  AIRSUR
 LW2668  HISTORY     - 20040427 GOOD             EPDPW
 LW2668
 LW2668                          STATION DESCRIPTION
 LW2668
 LW2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2668'LOCATED IN THE SOUTH SIDEWALK OF THE WASHINGTON BRIDGE OVER THE
 LW2668'SEEKONK RIVER BETWEEN PROVIDENCE AND EAST PROVIDENCE, 40.8 FT. EAST
 LW2668'OF THE CENTER OF THE SECOND STREET LAMP EAST OF THE DRAWSPAN,
 LW2668'81.6 FT. WEST OF THE THIRD STREET LAMP EAST OF THE DRAWSPAN,
 LW2668'7.6 FT. SOUTH OF THE NORTH EDGE OF THE SOUTH SIDEWALK AND 3.2
 LW2668'FT. NORTH OF THE NORTH FACE OF THE SOUTH RAIL OF THE BRIDGE.
 LW2668'
 LW2668'IT IS A BRONZE DISK OF THE WASHINGTON BRIDGE COMMISSION MARKED--
 LW2668'
 LW2668'PROVIDENCE EAST PROVIDENCE SET IN A DRILL HOLE FLUSH WITH
 LW2668'THE SIDEWALK SURFACE.
 LW2668'
 LW2668'THERE ARE NO REFERENCE MARKS.
 LW2668'
 LW2668'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW2668
 LW2668                          STATION RECOVERY (1966)
 LW2668
 LW2668'RECOVERY NOTE BY AIR SURVEY CORPORATION 1966 (JEC)
 LW2668'PROVIDENCE/E.  EXCELLENT-RECOVERED AS DESCRIBED.
 LW2668
 LW2668                          STATION RECOVERY (2004)
 LW2668
 LW2668'RECOVERY NOTE BY   2004
 LW2668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2665 ***********************************************************************
 LW2665  DESIGNATION -  PROVIDENCE FIRST CH CHRIST SCI
 LW2665  PID         -  LW2665
 LW2665  STATE/COUNTY-  RI/PROVIDENCE
 LW2665  USGS QUAD   -  PROVIDENCE (1975)
 LW2665
 LW2665                         *CURRENT SURVEY CONTROL
 LW2665  ___________________________________________________________________
 LW2665* NAD 83(1996)-  41 49 44.86944(N)    071 24 17.08990(W)     ADJUSTED  
 LW2665* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 LW2665  ___________________________________________________________________
 LW2665  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 LW2665  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW2665
 LW2665  HORZ ORDER  -  THIRD
 LW2665
 LW2665.The horizontal coordinates were established by classical geodetic methods
 LW2665.and adjusted by the National Geodetic Survey in August 1998..
 LW2665
 LW2665.The orthometric height was scaled from a topographic map.
 LW2665
 LW2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2665
 LW2665.The geoid height was determined by GEOID03.
 LW2665
 LW2665;                    North         East     Units Scale Factor Converg.
 LW2665;SPC RI       -    82,834.134   107,912.796   MT  0.99999452   +0 03 48.7
 LW2665;SPC RI       -   271,764.99    354,043.90   sFT  0.99999452   +0 03 48.7
 LW2665;SPC MA M     -   842,095.367   207,912.728   MT  0.99998545   +0 03 50.3
 LW2665;SPC MA M     - 2,762,774.55    682,127.01   sFT  0.99998545   +0 03 50.3
 LW2665;UTM  19      - 4,633,600.718   300,306.072   MT  1.00009073   -1 36 15.4
 LW2665
 LW2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2665!SPC RI       -   0.99998741  x   0.99999452  =   0.99998193
 LW2665!SPC MA M     -   0.99998741  x   0.99998545  =   0.99997286
 LW2665!UTM  19      -   0.99998741  x   1.00009073  =   1.00007814
 LW2665
 LW2665                          SUPERSEDED SURVEY CONTROL
 LW2665
 LW2665  NAD 83(1996)-  41 49 44.86929(N)    071 24 17.08984(W) AD(       ) 4
 LW2665  NAD 83(1992)-  41 49 44.86796(N)    071 24 17.08909(W) AD(       ) 4
 LW2665  NAD 83(1992)-  41 49 44.86781(N)    071 24 17.08910(W) AD(       ) 4
 LW2665  NAD 83(1986)-  41 49 44.86780(N)    071 24 17.08693(W) AD(       ) 4
 LW2665  NAD 27      -  41 49 44.50430(N)    071 24 18.88494(W) AD(       ) 3
 LW2665
 LW2665.Superseded values are not recommended for survey control.
 LW2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2665.See file dsdata.txt to determine how the superseded data were derived.
 LW2665
 LW2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0030633601(NAD 83)
 LW2665_MARKER: 89 = SPIRE
 LW2665_SETTING: 0 = UNSPECIFIED SETTING
 LW2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2665+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2004
 LW2665
 LW2665  HISTORY     - Date     Condition        Report By
 LW2665  HISTORY     - UNK      FIRST OBSERVED
 LW2665  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2665  HISTORY     - 1937     SEE DESCRIPTION  CTGS
 LW2665  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2665  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2665  HISTORY     - 19811103 GOOD             MAGS
 LW2665  HISTORY     - 1987     GOOD             RIGS
 LW2665  HISTORY     - 20040814 GOOD             GEOCAC
 LW2665
 LW2665                          STATION DESCRIPTION
 LW2665
 LW2665'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2665'A PROMINENT COPPER DOME WITH LANTERN ABOVE.  THE CHURCH STANDS
 LW2665'ON THE NE CORNER OF PROSPECT AND MEETING STREETS, AND WAS BUILT
 LW2665'OR WAS BEING BUILT IN 1912.
 LW2665'
 LW2665'THE OFFICE OF THE CITY ENGINEER ADVISED ME THAT THEY HAVE
 LW2665'OCCUPIED A STATION IN THE LANTERN.
 LW2665
 LW2665                          STATION RECOVERY (1937)
 LW2665
 LW2665'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1937
 LW2665'A LARGE CHURCH ON THE NORTH SIDE OF ANGEL STREET, IN THE CENTER
 LW2665'OF PROVIDENCE.  IT IS A WHITE STONE CHURCH, WITH A LARGE GREEN
 LW2665'COPPER DOME.  THE POINT OBSERVED ON WAS THE SMALL KNOB ON THE
 LW2665'TOP OF THE DOME.  IT WAS OBSERVED FROM STATIONS, CHOPMIST, WOLF,
 LW2665'SPENCER 2, AND BEACONPOLE.  (V.G.)
 LW2665
 LW2665                          STATION RECOVERY (1956)
 LW2665
 LW2665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2665'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD
 LW2665'CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 LW2665'FOLLOWING ADDITION--
 LW2665'
 LW2665'IT IS IN THE NE QUADRANT OF THE INTERSECTION OF PROSPECT STREET
 LW2665'AND MEETING STREET.
 LW2665
 LW2665                          STATION RECOVERY (1968)
 LW2665
 LW2665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2665'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2665
 LW2665                          STATION RECOVERY (1981)
 LW2665
 LW2665'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1981
 LW2665'RECOVERED IN GOOD CONDITION.
 LW2665
 LW2665                          STATION RECOVERY (1987)
 LW2665
 LW2665'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2665'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2665'
 LW2665'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2665
 LW2665                          STATION RECOVERY (2004)
 LW2665
 LW2665'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2670 ***********************************************************************
 LW2670  DESIGNATION -  PROVIDENCE FIRST UNIV CH SPIRE
 LW2670  PID         -  LW2670
 LW2670  STATE/COUNTY-  RI/PROVIDENCE
 LW2670  USGS QUAD   -  PROVIDENCE (1975)
 LW2670
 LW2670                         *CURRENT SURVEY CONTROL
 LW2670  ___________________________________________________________________
 LW2670* NAD 83(1996)-  41 49 03.68995(N)    071 25 44.20656(W)     ADJUSTED  
 LW2670* NAVD 88     -                                                        
 LW2670  ___________________________________________________________________
 LW2670  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LW2670  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW2670
 LW2670  HORZ ORDER  -  THIRD
 LW2670
 LW2670.The horizontal coordinates were established by classical geodetic methods
 LW2670.and adjusted by the National Geodetic Survey in August 1998..
 LW2670
 LW2670
 LW2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2670
 LW2670.The geoid height was determined by GEOID03.
 LW2670
 LW2670;                    North         East     Units Scale Factor Converg.
 LW2670;SPC RI       -    81,561.696   105,903.592   MT  0.99999418   +0 02 50.6
 LW2670;SPC RI       -   267,590.33    347,452.03   sFT  0.99999418   +0 02 50.6
 LW2670;SPC MA M     -   840,822.926   205,903.550   MT  0.99998676   +0 02 51.8
 LW2670;SPC MA M     - 2,758,599.88    675,535.23   sFT  0.99998676   +0 02 51.8
 LW2670;UTM  19      - 4,632,387.167   298,260.483   MT  1.00010084   -1 37 12.3
 LW2670
 LW2670                          SUPERSEDED SURVEY CONTROL
 LW2670
 LW2670  NAD 83(1996)-  41 49 03.68977(N)    071 25 44.20626(W) AD(       ) 4
 LW2670  NAD 83(1992)-  41 49 03.68852(N)    071 25 44.20573(W) AD(       ) 4
 LW2670  NAD 83(1992)-  41 49 03.68833(N)    071 25 44.20573(W) AD(       ) 4
 LW2670  NAD 83(1986)-  41 49 03.68756(N)    071 25 44.20605(W) AD(       ) 4
 LW2670  NAD 27      -  41 49 03.32617(N)    071 25 46.00017(W) AD(       ) 3
 LW2670
 LW2670.Superseded values are not recommended for survey control.
 LW2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2670.See file dsdata.txt to determine how the superseded data were derived.
 LW2670
 LW2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9826032387(NAD 83)
 LW2670
 LW2670  HISTORY     - Date     Condition        Report By
 LW2670  HISTORY     - 1968     MONUMENTED       CGS
 LW2670
 LW2670                          STATION DESCRIPTION
 LW2670
 LW2670'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2670'THE STATION, PROVIDENCE FIRST UNIVERSALIST CHURCH SPIRE, IS THE
 LW2670'TOP CENTER OF THE CROSS ATOP SPIRE AND IS ABOUT 120 FEET IN
 LW2670'HEIGHT.
 LW2670'
 LW2670'THE STATION IS LOCATED IN THE CENTER OF PROVIDENCE ABOUT 150
 LW2670'YARDS EAST OF THE INTERSECTION OF WASHINGTON STREET AND JACKSON
 LW2670'STREET ON JACKSON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2702 ***********************************************************************
 LW2702  DESIGNATION -  PROVIDENCE GAS CO STACK
 LW2702  PID         -  LW2702
 LW2702  STATE/COUNTY-  RI/PROVIDENCE
 LW2702  USGS QUAD   -  PROVIDENCE (1975)
 LW2702
 LW2702                         *CURRENT SURVEY CONTROL
 LW2702  ___________________________________________________________________
 LW2702* NAD 83(1996)-  41 47 55.95437(N)    071 23 37.20658(W)     ADJUSTED  
 LW2702* NAVD 88     -                                                        
 LW2702  ___________________________________________________________________
 LW2702  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 LW2702  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW2702
 LW2702  HORZ ORDER  -  THIRD
 LW2702
 LW2702.The horizontal coordinates were established by classical geodetic methods
 LW2702.and adjusted by the National Geodetic Survey in August 1998..
 LW2702
 LW2702
 LW2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2702
 LW2702.The geoid height was determined by GEOID03.
 LW2702
 LW2702;                    North         East     Units Scale Factor Converg.
 LW2702;SPC RI       -    79,474.911   108,837.278   MT  0.99999471   +0 04 15.1
 LW2702;SPC RI       -   260,743.94    357,076.97   sFT  0.99999471   +0 04 15.1
 LW2702;SPC MA M     -   838,736.178   208,837.233   MT  0.99998899   +0 04 17.1
 LW2702;SPC MA M     - 2,751,753.61    685,160.16   sFT  0.99998899   +0 04 17.1
 LW2702;UTM  19      - 4,630,215.701   301,132.501   MT  1.00008668   -1 35 45.4
 LW2702
 LW2702                          SUPERSEDED SURVEY CONTROL
 LW2702
 LW2702  NAD 83(1996)-  41 47 55.95414(N)    071 23 37.20649(W) AD(       ) 4
 LW2702  NAD 83(1992)-  41 47 55.95289(N)    071 23 37.20576(W) AD(       ) 4
 LW2702  NAD 83(1992)-  41 47 55.95268(N)    071 23 37.20578(W) AD(       ) 4
 LW2702  NAD 83(1986)-  41 47 55.95236(N)    071 23 37.20506(W) AD(       ) 4
 LW2702  NAD 27      -  41 47 55.62800(N)    071 23 39.06100(W) AD(       ) 3
 LW2702
 LW2702.Superseded values are not recommended for survey control.
 LW2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2702.See file dsdata.txt to determine how the superseded data were derived.
 LW2702
 LW2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0113330216(NAD 83)
 LW2702
 LW2702  HISTORY     - Date     Condition        Report By
 LW2702  HISTORY     - 1956     MONUMENTED       CGS
 LW2702
 LW2702                          STATION DESCRIPTION
 LW2702
 LW2702'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2702'STATION IS THE CENTER OF THE YELLOW BRICK STACK AT THE
 LW2702'PROVIDENCE GAS CO. PLANT BETWEEN ALLENS AVENUE AND PROVIDENCE
 LW2702'RIVER.  IT IS 148 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4071 ***********************************************************************
 AJ4071  CBN         -  This is a Cooperative Base Network Control Station.
 AJ4071  DESIGNATION -  PROVIDENCE GPS BASE STA ARP
 AJ4071  PID         -  AJ4071
 AJ4071  STATE/COUNTY-  RI/PROVIDENCE
 AJ4071  USGS QUAD   -  PROVIDENCE (1975)
 AJ4071
 AJ4071                         *CURRENT SURVEY CONTROL
 AJ4071  ___________________________________________________________________
 AJ4071* NAD 83(1996)-  41 49 55.86430(N)    071 24 52.49217(W)     ADJUSTED  
 AJ4071* NAVD 88     -        41.5    (meters)     136.     (feet)  GPS OBS   
 AJ4071  ___________________________________________________________________
 AJ4071  X           -   1,516,926.020 (meters)                     COMP
 AJ4071  Y           -  -4,511,251.910 (meters)                     COMP
 AJ4071  Z           -   4,231,741.701 (meters)                     COMP
 AJ4071  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 AJ4071  ELLIP HEIGHT-          11.98  (meters)          (06/22/01) GPS OBS
 AJ4071  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 AJ4071
 AJ4071  HORZ ORDER  -  A
 AJ4071  ELLP ORDER  -  FOURTH    CLASS I
 AJ4071
 AJ4071.The horizontal coordinates were established by GPS observations
 AJ4071.and adjusted by the National Geodetic Survey in June 2001..
 AJ4071
 AJ4071.The orthometric height was determined by GPS observations and a
 AJ4071.high-resolution geoid model.
 AJ4071
 AJ4071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4071
 AJ4071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4071
 AJ4071.The ellipsoidal height was determined by GPS observations
 AJ4071.and is referenced to NAD 83.
 AJ4071
 AJ4071.The geoid height was determined by GEOID03.
 AJ4071
 AJ4071;                    North         East     Units Scale Factor Converg.
 AJ4071;SPC RI       -    83,172.495   107,095.536   MT  0.99999437   +0 03 25.1
 AJ4071;SPC RI       -   272,875.09    351,362.60   sFT  0.99999437   +0 03 25.1
 AJ4071;UTM  19      - 4,633,962.758   299,498.928   MT  1.00009471   -1 36 39.4
 AJ4071
 AJ4071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4071!SPC RI       -   0.99999812  x   0.99999437  =   0.99999249
 AJ4071!UTM  19      -   0.99999812  x   1.00009471  =   1.00009283
 AJ4071
 AJ4071                          SUPERSEDED SURVEY CONTROL
 AJ4071
 AJ4071.No superseded survey control is available for this station.
 AJ4071
 AJ4071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9949933963(NAD 83)
 AJ4071_MARKER: Z = SEE DESCRIPTION
 AJ4071_SETTING: 0 = UNSPECIFIED SETTING
 AJ4071_MARK LOGO: NONE  
 AJ4071_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4071+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ4071
 AJ4071  HISTORY     - Date     Condition        Report By
 AJ4071  HISTORY     - 2000     MONUMENTED       RIDT
 AJ4071
 AJ4071                          STATION DESCRIPTION
 AJ4071
 AJ4071'DESCRIBED BY RI DEPT OF TRANSP 2000 (JPS)
 AJ4071'THE STATION IS A GPS BASE STATION ANTENNA MOUNTED TO THE ROOF OF
 AJ4071'THE STATE OFFICE BUILDING IN PROVIDENCE, RI ABOUT 100 M (328.1 FT)
 AJ4071'NORTH OF THE STATE CAPITOL ON STATE OF RHODE ISLAND PROPERTY AT 2
 AJ4071'CAPITOL HILL.  DESCRIBED BY J. SAUNDERS.
 AJ4071'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2669 ***********************************************************************
 LW2669  DESIGNATION -  PROVIDENCE HIGH STREET CHURCH
 LW2669  PID         -  LW2669
 LW2669  STATE/COUNTY-  RI/PROVIDENCE
 LW2669  USGS QUAD   -  PROVIDENCE (1975)
 LW2669
 LW2669                         *CURRENT SURVEY CONTROL
 LW2669  ___________________________________________________________________
 LW2669* NAD 83(1996)-  41 49 05.56999(N)    071 25 14.43807(W)     ADJUSTED  
 LW2669* NAVD 88     -                                                        
 LW2669  ___________________________________________________________________
 LW2669  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 LW2669  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW2669
 LW2669  HORZ ORDER  -  THIRD
 LW2669
 LW2669.The horizontal coordinates were established by classical geodetic methods
 LW2669.and adjusted by the National Geodetic Survey in August 1998..
 LW2669
 LW2669
 LW2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2669
 LW2669.The geoid height was determined by GEOID03.
 LW2669
 LW2669;                    North         East     Units Scale Factor Converg.
 LW2669;SPC RI       -    81,620.301   106,590.582   MT  0.99999428   +0 03 10.4
 LW2669;SPC RI       -   267,782.60    349,705.93   sFT  0.99999428   +0 03 10.4
 LW2669;UTM  19      - 4,632,425.761   298,948.959   MT  1.00009743   -1 36 52.5
 LW2669
 LW2669                          SUPERSEDED SURVEY CONTROL
 LW2669
 LW2669  NAD 83(1996)-  41 49 05.56980(N)    071 25 14.43801(W) AD(       ) 4
 LW2669  NAD 83(1992)-  41 49 05.56850(N)    071 25 14.43727(W) AD(       ) 4
 LW2669  NAD 83(1992)-  41 49 05.56834(N)    071 25 14.43733(W) AD(       ) 4
 LW2669  NAD 83(1986)-  41 49 05.56841(N)    071 25 14.43679(W) AD(       ) 4
 LW2669  NAD 27      -  41 49 05.20000(N)    071 25 16.36000(W) AD(       ) 3
 LW2669
 LW2669.Superseded values are not recommended for survey control.
 LW2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2669.See file dsdata.txt to determine how the superseded data were derived.
 LW2669
 LW2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9894932426(NAD 83)
 LW2669
 LW2669  HISTORY     - Date     Condition        Report By
 LW2669  HISTORY     - UNK      MONUMENTED
 LW2669  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2669  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2669
 LW2669                          STATION DESCRIPTION
 LW2669
 LW2669'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2669'THE HIGH STREET CONGREGATIONAL CHURCH ONCE STOOD ON THE N SIDE
 LW2669'OF HIGH STREET (NOW WESTMINSTER STREET) W OF DEAN STREET.  ITS
 LW2669'USE AS A CHURCH WAS DISCONTINUED IN 1872 AND IT WAS CONVERTED
 LW2669'INTO A NORMAL SCHOOL FOR THE STATE, AND WAS SO USED UNTIL ABOUT
 LW2669'1879.  IN 1899, A NEW BUILDING WAS ERECTED ON THE SITE.
 LW2669'
 LW2669'THE CHURCH WAS BUILT IN 1835.
 LW2669
 LW2669                          STATION RECOVERY (1956)
 LW2669
 LW2669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2669'THE STATION IS LOST.  NO EVIDENCE OF THE CHURCH COULD BE
 LW2669'FOUND.  IT WAS REPORTED DESTROYED IN 1899.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2678 ***********************************************************************
 LW2678  DESIGNATION -  PROVIDENCE HOLY GHOST CATH CH
 LW2678  PID         -  LW2678
 LW2678  STATE/COUNTY-  RI/PROVIDENCE
 LW2678  USGS QUAD   -  PROVIDENCE (1975)
 LW2678
 LW2678                         *CURRENT SURVEY CONTROL
 LW2678  ___________________________________________________________________
 LW2678* NAD 83(1996)-  41 49 25.64119(N)    071 25 59.35334(W)     ADJUSTED  
 LW2678* NAVD 88     -                                                        
 LW2678  ___________________________________________________________________
 LW2678  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 LW2678  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW2678
 LW2678  HORZ ORDER  -  THIRD
 LW2678
 LW2678.The horizontal coordinates were established by classical geodetic methods
 LW2678.and adjusted by the National Geodetic Survey in August 1998..
 LW2678
 LW2678
 LW2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2678
 LW2678.The geoid height was determined by GEOID03.
 LW2678
 LW2678;                    North         East     Units Scale Factor Converg.
 LW2678;SPC RI       -    82,238.667   105,553.485   MT  0.99999413   +0 02 40.5
 LW2678;SPC RI       -   269,811.36    346,303.39   sFT  0.99999413   +0 02 40.5
 LW2678;SPC MA M     -   841,499.889   205,553.441   MT  0.99998606   +0 02 41.6
 LW2678;SPC MA M     - 2,760,820.89    674,386.58   sFT  0.99998606   +0 02 41.6
 LW2678;UTM  19      - 4,633,074.113   297,930.188   MT  1.00010248   -1 37 23.1
 LW2678
 LW2678                          SUPERSEDED SURVEY CONTROL
 LW2678
 LW2678  NAD 83(1996)-  41 49 25.64103(N)    071 25 59.35307(W) AD(       ) 4
 LW2678  NAD 83(1992)-  41 49 25.63976(N)    071 25 59.35249(W) AD(       ) 4
 LW2678  NAD 83(1992)-  41 49 25.63958(N)    071 25 59.35250(W) AD(       ) 4
 LW2678  NAD 83(1986)-  41 49 25.63875(N)    071 25 59.35266(W) AD(       ) 4
 LW2678  NAD 27      -  41 49 25.27727(N)    071 26 01.14538(W) AD(       ) 3
 LW2678
 LW2678.Superseded values are not recommended for survey control.
 LW2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2678.See file dsdata.txt to determine how the superseded data were derived.
 LW2678
 LW2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9793033074(NAD 83)
 LW2678
 LW2678  HISTORY     - Date     Condition        Report By
 LW2678  HISTORY     - 1968     MONUMENTED       CGS
 LW2678  HISTORY     - 19970602 GOOD             USPSQD
 LW2678
 LW2678                          STATION DESCRIPTION
 LW2678
 LW2678'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2678'THE STATION, PROVIDENCE HOLY GHOST CATHOLIC CHURCH SPIRE, IS
 LW2678'THE TOP CENTER OF CROSS ATOP SPIRE AND IS ABOUT 110 FEET IN HEIGHT.
 LW2678'
 LW2678'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF ATWELLS
 LW2678'STREET AND RIDGE STREET IN THE CENTER OF PROVIDENCE.
 LW2678
 LW2678                          STATION RECOVERY (1997)
 LW2678
 LW2678'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW2678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2674 ***********************************************************************
 LW2674  DESIGNATION -  PROVIDENCE HOLY NAME JESUS CH
 LW2674  PID         -  LW2674
 LW2674  STATE/COUNTY-  RI/PROVIDENCE
 LW2674  USGS QUAD   -  PROVIDENCE (1975)
 LW2674
 LW2674                         *CURRENT SURVEY CONTROL
 LW2674  ___________________________________________________________________
 LW2674* NAD 83(1996)-  41 50 25.01152(N)    071 24 11.27494(W)     ADJUSTED  
 LW2674* NAVD 88     -                                                        
 LW2674  ___________________________________________________________________
 LW2674  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 LW2674  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW2674
 LW2674  HORZ ORDER  -  THIRD
 LW2674
 LW2674.The horizontal coordinates were established by classical geodetic methods
 LW2674.and adjusted by the National Geodetic Survey in August 1998..
 LW2674
 LW2674
 LW2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2674
 LW2674.The geoid height was determined by GEOID03.
 LW2674
 LW2674;                    North         East     Units Scale Factor Converg.
 LW2674;SPC RI       -    84,072.772   108,045.582   MT  0.99999455   +0 03 52.6
 LW2674;SPC RI       -   275,828.75    354,479.55   sFT  0.99999455   +0 03 52.6
 LW2674;SPC MA M     -   843,333.994   208,045.503   MT  0.99998422   +0 03 54.2
 LW2674;SPC MA M     - 2,766,838.28    682,562.62   sFT  0.99998422   +0 03 54.2
 LW2674;UTM  19      - 4,634,835.084   300,474.872   MT  1.00008990   -1 36 12.8
 LW2674
 LW2674                          SUPERSEDED SURVEY CONTROL
 LW2674
 LW2674  NAD 83(1996)-  41 50 25.01137(N)    071 24 11.27488(W) AD(       ) 4
 LW2674  NAD 83(1992)-  41 50 25.01004(N)    071 24 11.27412(W) AD(       ) 4
 LW2674  NAD 83(1992)-  41 50 25.00991(N)    071 24 11.27412(W) AD(       ) 4
 LW2674  NAD 83(1986)-  41 50 25.00879(N)    071 24 11.27378(W) AD(       ) 4
 LW2674  NAD 27      -  41 50 24.64951(N)    071 24 13.06737(W) AD(       ) 3
 LW2674
 LW2674.Superseded values are not recommended for survey control.
 LW2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2674.See file dsdata.txt to determine how the superseded data were derived.
 LW2674
 LW2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0047534835(NAD 83)
 LW2674
 LW2674  HISTORY     - Date     Condition        Report By
 LW2674  HISTORY     - 1968     MONUMENTED       CGS
 LW2674
 LW2674                          STATION DESCRIPTION
 LW2674
 LW2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2674'THE STATION, PROVIDENCE HOLY NAME OF JESUS CATHOLIC CHURCH SPIRE,
 LW2674'IS THE TOP CENTER OF CROSS ATOP SPIRE AND IS ABOUT 90 FEET IN
 LW2674'HEIGHT.
 LW2674'
 LW2674'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF CAMP STREET AND
 LW2674'JENKINS STREET IN NORTHEAST PROVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2660 ***********************************************************************
 LW2660  DESIGNATION -  PROVIDENCE HOPE ST HS TOWER
 LW2660  PID         -  LW2660
 LW2660  STATE/COUNTY-  RI/PROVIDENCE
 LW2660  USGS QUAD   -  PROVIDENCE (1975)
 LW2660
 LW2660                         *CURRENT SURVEY CONTROL
 LW2660  ___________________________________________________________________
 LW2660* NAD 83(1996)-  41 50 06.45100(N)    071 24 07.58362(W)     ADJUSTED  
 LW2660* NAVD 88     -                                                        
 LW2660  ___________________________________________________________________
 LW2660  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 LW2660  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LW2660
 LW2660  HORZ ORDER  -  THIRD
 LW2660
 LW2660.The horizontal coordinates were established by classical geodetic methods
 LW2660.and adjusted by the National Geodetic Survey in August 1998..
 LW2660
 LW2660
 LW2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2660
 LW2660.The geoid height was determined by GEOID03.
 LW2660
 LW2660;                    North         East     Units Scale Factor Converg.
 LW2660;SPC RI       -    83,500.227   108,131.398   MT  0.99999456   +0 03 55.1
 LW2660;SPC RI       -   273,950.33    354,761.09   sFT  0.99999456   +0 03 55.1
 LW2660;SPC MA M     -   842,761.457   208,131.323   MT  0.99998478   +0 03 56.7
 LW2660;SPC MA M     - 2,764,959.88    682,844.18   sFT  0.99998478   +0 03 56.7
 LW2660;UTM  19      - 4,634,260.230   300,543.993   MT  1.00008956   -1 36 09.7
 LW2660
 LW2660                          SUPERSEDED SURVEY CONTROL
 LW2660
 LW2660  NAD 83(1996)-  41 50 06.45084(N)    071 24 07.58357(W) AD(       ) 4
 LW2660  NAD 83(1992)-  41 50 06.44948(N)    071 24 07.58283(W) AD(       ) 4
 LW2660  NAD 83(1992)-  41 50 06.44934(N)    071 24 07.58285(W) AD(       ) 4
 LW2660  NAD 83(1986)-  41 50 06.44802(N)    071 24 07.58286(W) AD(       ) 4
 LW2660  NAD 27      -  41 50 06.08892(N)    071 24 09.37535(W) AD(       ) 3
 LW2660
 LW2660.Superseded values are not recommended for survey control.
 LW2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2660.See file dsdata.txt to determine how the superseded data were derived.
 LW2660
 LW2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0054434260(NAD 83)
 LW2660_MARKER: 86 = CUPOLA
 LW2660_SETTING: 0 = UNSPECIFIED SETTING
 LW2660
 LW2660  HISTORY     - Date     Condition        Report By
 LW2660  HISTORY     - 1956     FIRST OBSERVED   CGS
 LW2660  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW2660  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2660  HISTORY     - 1986     GOOD             RIGS
 LW2660  HISTORY     - 19980216 GOOD             USPSQD
 LW2660  HISTORY     - 19991231 GOOD             USPSQD
 LW2660
 LW2660                          STATION DESCRIPTION
 LW2660
 LW2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2660'STATION IS THE CENTER OF A WHITE CUPOLA ON HOPE STREET REGIONAL
 LW2660'SENIOR HIGH SCHOOL LOCATED ON THE WEST SIDE OF HOPE STREET AND
 LW2660'SOUTH OF OLNEY STREET, IN PROVIDENCE.  IT IS 149 FEET HIGH.
 LW2660'
 LW2660'TWO DARK COLORED VENTILATORS RESEMBLING CUPOLAS BUT ARE MUCH
 LW2660'LESS PROMINENT THAN THE WHITE CUPOLA ARE LOCATED TO THE SOUTH
 LW2660'AND ON THE SAME BUILDING.
 LW2660
 LW2660                          STATION RECOVERY (1958)
 LW2660
 LW2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2660'THE STATION IS THE CENTER OF THE TOP OF THE TOWER ON TOP OF
 LW2660'THE SCHOOL.  THE TOWER IS WHITE WITH A BLUE ROOF AND A YELLOW
 LW2660'BALL ON TOP.  IT IS LOCATED IN THE SOUTHWEST ANGLE OF HOPE AND
 LW2660'OLNEY STREETS IN PROVIDENCE.  THE OVERALL HEIGHT IS APPROXIMATELY
 LW2660'150 FEET.
 LW2660
 LW2660                          STATION RECOVERY (1968)
 LW2660
 LW2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2660'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2660
 LW2660                          STATION RECOVERY (1986)
 LW2660
 LW2660'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2660'THE STATION WAS RECOVERED AT THIS DATE.
 LW2660'
 LW2660'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2660
 LW2660                          STATION RECOVERY (1998)
 LW2660
 LW2660'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2660'RECOVERED IN GOOD CONDITION.
 LW2660
 LW2660                          STATION RECOVERY (1999)
 LW2660
 LW2660'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW2660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2675 ***********************************************************************
 LW2675  DESIGNATION -  PROVIDENCE INDUST TRUST TOWER
 LW2675  PID         -  LW2675
 LW2675  STATE/COUNTY-  RI/PROVIDENCE
 LW2675  USGS QUAD   -  PROVIDENCE (1975)
 LW2675
 LW2675                         *CURRENT SURVEY CONTROL
 LW2675  ___________________________________________________________________
 LW2675* NAD 83(1996)-  41 49 28.10911(N)    071 24 40.10927(W)     ADJUSTED  
 LW2675* NAVD 88     -                                                        
 LW2675  ___________________________________________________________________
 LW2675  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 LW2675  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW2675
 LW2675  HORZ ORDER  -  THIRD
 LW2675
 LW2675.The horizontal coordinates were established by classical geodetic methods
 LW2675.and adjusted by the National Geodetic Survey in August 1998..
 LW2675
 LW2675
 LW2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2675
 LW2675.The geoid height was determined by GEOID03.
 LW2675
 LW2675;                    North         East     Units Scale Factor Converg.
 LW2675;SPC RI       -    82,316.465   107,382.149   MT  0.99999442   +0 03 33.3
 LW2675;SPC RI       -   270,066.60    352,302.93   sFT  0.99999442   +0 03 33.3
 LW2675;SPC MA M     -   841,577.699   207,382.090   MT  0.99998598   +0 03 34.9
 LW2675;SPC MA M     - 2,761,076.17    680,386.07   sFT  0.99998598   +0 03 34.9
 LW2675;UTM  19      - 4,633,098.664   299,760.531   MT  1.00009342   -1 36 30.3
 LW2675
 LW2675                          SUPERSEDED SURVEY CONTROL
 LW2675
 LW2675  NAD 83(1996)-  41 49 28.10883(N)    071 24 40.10912(W) AD(       ) 4
 LW2675  NAD 83(1992)-  41 49 28.10765(N)    071 24 40.10841(W) AD(       ) 4
 LW2675  NAD 83(1992)-  41 49 28.10728(N)    071 24 40.10816(W) AD(       ) 4
 LW2675  NAD 83(1986)-  41 49 28.10482(N)    071 24 40.10193(W) AD(       ) 4
 LW2675  NAD 27      -  41 49 27.75092(N)    071 24 41.90424(W) AD(       ) 3
 LW2675
 LW2675.Superseded values are not recommended for survey control.
 LW2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2675.See file dsdata.txt to determine how the superseded data were derived.
 LW2675
 LW2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9976133099(NAD 83)
 LW2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2675+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2004
 LW2675
 LW2675  HISTORY     - Date     Condition        Report By
 LW2675  HISTORY     - 1937     FIRST OBSERVED   CTGS
 LW2675  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2675  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW2675  HISTORY     - 1986     GOOD             RIGS
 LW2675  HISTORY     - 19991231 GOOD             USPSQD
 LW2675  HISTORY     - 20040814 GOOD             GEOCAC
 LW2675
 LW2675                          STATION DESCRIPTION
 LW2675
 LW2675'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW2675'THIS IS THE TALLEST BUILDING IN PROVIDENCE (19 STORIES).  IT IS A
 LW2675'WHITE STONE OFFICE BUILDING, WITH A 40-FOOT TOWER ON THE TOP,
 LW2675'SITUATED ON THE CORNER OF EXCHANGE AND UNION STREETS.  THE POINT
 LW2675'OBSERVED ON WAS THE SMALL AIRPLANE LIGHT ON THE TOP OF THE
 LW2675'TOWER.  IT WAS OBSERVED FROM STATIONS, CHOPMIST, WOLF, SPENCER
 LW2675'2 AND BEACONPOLE (V.G.).
 LW2675
 LW2675                          STATION RECOVERY (1956)
 LW2675
 LW2675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2675'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2675'DESCRIPTION IS ADEQUATE.
 LW2675'
 LW2675'THE SUPERINTENDENT OF THE BUILDING STATED THAT THEY ARE
 LW2675'CONTEMPLATING A CHANGE IN THE LIGHT IN THE NEAR FUTURE.
 LW2675
 LW2675                          STATION RECOVERY (1958)
 LW2675
 LW2675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2675'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LW2675
 LW2675                          STATION RECOVERY (1986)
 LW2675
 LW2675'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2675'THE STATION WAS RECOVERED AT THIS DATE.
 LW2675'THE NAME OF THE BUILDING HAS BEEN CHANGED TO FLEET BANK.
 LW2675'
 LW2675'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2675
 LW2675                          STATION RECOVERY (1999)
 LW2675
 LW2675'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW2675'RECOVERED IN GOOD CONDITION.
 LW2675
 LW2675                          STATION RECOVERY (2004)
 LW2675
 LW2675'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2675'SINCE FLEET BANK WAS RECENTLY TAKEN OVER BY BANK OF AMERICA, THE NAME
 LW2675'ON THE BUILDING WILL PROBABLY BE CHANGED, SOON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2684 ***********************************************************************
 LW2684  DESIGNATION -  PROVIDENCE LOURDE CATH CH
 LW2684  PID         -  LW2684
 LW2684  STATE/COUNTY-  RI/PROVIDENCE
 LW2684  USGS QUAD   -  PROVIDENCE (1975)
 LW2684
 LW2684                         *CURRENT SURVEY CONTROL
 LW2684  ___________________________________________________________________
 LW2684* NAD 83(1996)-  41 49 30.93786(N)    071 26 51.23140(W)     ADJUSTED  
 LW2684* NAVD 88     -                                                        
 LW2684  ___________________________________________________________________
 LW2684  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LW2684  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW2684
 LW2684  HORZ ORDER  -  THIRD
 LW2684
 LW2684.The horizontal coordinates were established by classical geodetic methods
 LW2684.and adjusted by the National Geodetic Survey in August 1998..
 LW2684
 LW2684
 LW2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2684
 LW2684.The geoid height was determined by GEOID03.
 LW2684
 LW2684;                    North         East     Units Scale Factor Converg.
 LW2684;SPC RI       -    82,401.251   104,356.177   MT  0.99999398   +0 02 05.9
 LW2684;SPC RI       -   270,344.77    342,375.22   sFT  0.99999398   +0 02 05.9
 LW2684;SPC MA M     -   841,662.467   204,356.143   MT  0.99998589   +0 02 06.8
 LW2684;SPC MA M     - 2,761,354.28    670,458.45   sFT  0.99998589   +0 02 06.8
 LW2684;UTM  19      - 4,633,271.496   296,737.987   MT  1.00010843   -1 37 57.9
 LW2684
 LW2684                          SUPERSEDED SURVEY CONTROL
 LW2684
 LW2684  NAD 83(1996)-  41 49 30.93762(N)    071 26 51.23127(W) AD(       ) 4
 LW2684  NAD 83(1992)-  41 49 30.93638(N)    071 26 51.23061(W) AD(       ) 4
 LW2684  NAD 83(1992)-  41 49 30.93621(N)    071 26 51.23062(W) AD(       ) 4
 LW2684  NAD 83(1986)-  41 49 30.93306(N)    071 26 51.23359(W) AD(       ) 4
 LW2684  NAD 27      -  41 49 30.57153(N)    071 26 53.02372(W) AD(       ) 3
 LW2684
 LW2684.Superseded values are not recommended for survey control.
 LW2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2684.See file dsdata.txt to determine how the superseded data were derived.
 LW2684
 LW2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9673833271(NAD 83)
 LW2684_MARKER: 91 = CHURCH CROSS
 LW2684_SETTING: 0 = UNSPECIFIED SETTING
 LW2684
 LW2684  HISTORY     - Date     Condition        Report By
 LW2684  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2684  HISTORY     - 1987     GOOD             RIGS
 LW2684
 LW2684                          STATION DESCRIPTION
 LW2684
 LW2684'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2684'THE STATION, PROVIDENCE LOURDE CATHOLIC CHURCH SPIRE, IS THE
 LW2684'TOP CENTER OF CROSS ATOP SPIRE AND IS ABOUT 75 FEET IN HEIGHT.
 LW2684'
 LW2684'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF ATWELLS STREET
 LW2684'AND MONGENAIS STREET IN WEST CENTER OF PROVIDENCE.
 LW2684
 LW2684                          STATION RECOVERY (1987)
 LW2684
 LW2684'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2684'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2684'
 LW2684'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2677 ***********************************************************************
 LW2677  DESIGNATION -  PROVIDENCE MT CARMEL CATH CH
 LW2677  PID         -  LW2677
 LW2677  STATE/COUNTY-  RI/PROVIDENCE
 LW2677  USGS QUAD   -  PROVIDENCE (1975)
 LW2677
 LW2677                         *CURRENT SURVEY CONTROL
 LW2677  ___________________________________________________________________
 LW2677* NAD 83(1996)-  41 49 25.89495(N)    071 25 26.02984(W)     ADJUSTED  
 LW2677* NAVD 88     -                                                        
 LW2677  ___________________________________________________________________
 LW2677  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LW2677  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW2677
 LW2677  HORZ ORDER  -  THIRD
 LW2677
 LW2677.The horizontal coordinates were established by classical geodetic methods
 LW2677.and adjusted by the National Geodetic Survey in August 1998..
 LW2677
 LW2677
 LW2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2677
 LW2677.The geoid height was determined by GEOID03.
 LW2677
 LW2677;                    North         East     Units Scale Factor Converg.
 LW2677;SPC RI       -    82,247.135   106,322.496   MT  0.99999424   +0 03 02.7
 LW2677;SPC RI       -   269,839.14    348,826.39   sFT  0.99999424   +0 03 02.7
 LW2677;SPC MA M     -   841,508.363   206,322.446   MT  0.99998605   +0 03 04.0
 LW2677;SPC MA M     - 2,760,848.69    676,909.56   sFT  0.99998605   +0 03 04.0
 LW2677;UTM  19      - 4,633,060.197   298,699.201   MT  1.00009866   -1 37 00.8
 LW2677
 LW2677                          SUPERSEDED SURVEY CONTROL
 LW2677
 LW2677  NAD 83(1996)-  41 49 25.89475(N)    071 25 26.02966(W) AD(       ) 4
 LW2677  NAD 83(1992)-  41 49 25.89350(N)    071 25 26.02901(W) AD(       ) 4
 LW2677  NAD 83(1992)-  41 49 25.89332(N)    071 25 26.02903(W) AD(       ) 4
 LW2677  NAD 83(1986)-  41 49 25.89253(N)    071 25 26.02891(W) AD(       ) 4
 LW2677  NAD 27      -  41 49 25.53203(N)    071 25 27.82066(W) AD(       ) 3
 LW2677
 LW2677.Superseded values are not recommended for survey control.
 LW2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2677.See file dsdata.txt to determine how the superseded data were derived.
 LW2677
 LW2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9869933060(NAD 83)
 LW2677
 LW2677  HISTORY     - Date     Condition        Report By
 LW2677  HISTORY     - 1968     MONUMENTED       CGS
 LW2677
 LW2677                          STATION DESCRIPTION
 LW2677
 LW2677'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2677'THE STATION, PROVIDENCE MOUNT CARMEL CATHOLIC CHURCH SPIRE, IS
 LW2677'THE TOP CENTER OF THE CROSS ATOP SPIRE AND IS ABOUT 90 FEET IN
 LW2677'HEIGHT.
 LW2677'
 LW2677'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF ATWELLS
 LW2677'STREET AND DEAN STREET IN THE CENTER OF PROVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2673 ***********************************************************************
 LW2673  DESIGNATION -  PROVIDENCE NARRAG ELEC N STACK
 LW2673  PID         -  LW2673
 LW2673  STATE/COUNTY-  RI/PROVIDENCE
 LW2673  USGS QUAD   -  PROVIDENCE (1975)
 LW2673
 LW2673                         *CURRENT SURVEY CONTROL
 LW2673  ___________________________________________________________________
 LW2673* NAD 83(1996)-  41 49 09.99772(N)    071 24 21.93514(W)     ADJUSTED  
 LW2673* NAVD 88     -                                                        
 LW2673  ___________________________________________________________________
 LW2673  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 LW2673  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW2673
 LW2673  HORZ ORDER  -  THIRD
 LW2673
 LW2673.The horizontal coordinates were established by classical geodetic methods
 LW2673.and adjusted by the National Geodetic Survey in August 1998..
 LW2673
 LW2673
 LW2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2673
 LW2673.The geoid height was determined by GEOID03.
 LW2673
 LW2673;                    North         East     Units Scale Factor Converg.
 LW2673;SPC RI       -    81,758.129   107,802.166   MT  0.99999450   +0 03 45.4
 LW2673;SPC RI       -   268,234.79    353,680.94   sFT  0.99999450   +0 03 45.4
 LW2673;SPC MA M     -   841,019.371   207,802.107   MT  0.99998655   +0 03 47.1
 LW2673;SPC MA M     - 2,759,244.39    681,764.08   sFT  0.99998655   +0 03 47.1
 LW2673;UTM  19      - 4,632,528.285   300,164.162   MT  1.00009143   -1 36 17.6
 LW2673
 LW2673                          SUPERSEDED SURVEY CONTROL
 LW2673
 LW2673  NAD 83(1996)-  41 49 09.99752(N)    071 24 21.93509(W) AD(       ) 4
 LW2673  NAD 83(1992)-  41 49 09.99625(N)    071 24 21.93428(W) AD(       ) 4
 LW2673  NAD 83(1992)-  41 49 09.99606(N)    071 24 21.93430(W) AD(       ) 4
 LW2673  NAD 83(1986)-  41 49 09.99533(N)    071 24 21.93389(W) AD(       ) 4
 LW2673  NAD 27      -  41 49 09.62356(N)    071 24 23.71737(W) AD(       ) 3
 LW2673
 LW2673.Superseded values are not recommended for survey control.
 LW2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2673.See file dsdata.txt to determine how the superseded data were derived.
 LW2673
 LW2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0016432528(NAD 83)
 LW2673
 LW2673  HISTORY     - Date     Condition        Report By
 LW2673  HISTORY     - 1956     MONUMENTED       CGS
 LW2673  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW2673
 LW2673                          STATION DESCRIPTION
 LW2673
 LW2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2673'STATION IS THE CENTER OF THE GRAY STACK AT THE NORTHERNMOST ONE
 LW2673'OF THREE GENERATING PLANTS OF THE NARRAGANSETT ELECTRIC
 LW2673'CO.  THE STACK IS WEST OF PROVIDENCE RIVER, EAST OF DYER STREET
 LW2673'AND AT THE FOOT OF SHIP STREET.  IT IS A GRAY CONCRETE
 LW2673'STRUCTURE 330 FT. HIGH.
 LW2673
 LW2673                          STATION RECOVERY (1958)
 LW2673
 LW2673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2673'THE STATION IS THE CENTER OF THE TOP OF THE STACK (NORTH ONE
 LW2673'OF SEVERAL) LOCATED AT THE WEST EDGE OF THE POINT STREET BRIDGE
 LW2673'IN PROVIDENCE.  THE STACK IS WHITE CONCRETE WITH A BLACK IRON
 LW2673'WALKWAY AROUND THE TOP.  THE HEIGHT IS APPROXIMATELY 300 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2708 ***********************************************************************
 LW2708  DESIGNATION -  PROVIDENCE NARRAG ELEC BR STK
 LW2708  PID         -  LW2708
 LW2708  STATE/COUNTY-  RI/PROVIDENCE
 LW2708  USGS QUAD   -  PROVIDENCE (1975)
 LW2708
 LW2708                         *CURRENT SURVEY CONTROL
 LW2708  ___________________________________________________________________
 LW2708* NAD 83(1996)-  41 48 57.95233(N)    071 24 16.36980(W)     ADJUSTED  
 LW2708* NAVD 88     -                                                        
 LW2708  ___________________________________________________________________
 LW2708  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LW2708  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW2708
 LW2708  HORZ ORDER  -  THIRD
 LW2708
 LW2708.The horizontal coordinates were established by classical geodetic methods
 LW2708.and adjusted by the National Geodetic Survey in August 1998..
 LW2708
 LW2708
 LW2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2708
 LW2708.The geoid height was determined by GEOID03.
 LW2708
 LW2708;                    North         East     Units Scale Factor Converg.
 LW2708;SPC RI       -    81,386.640   107,931.020   MT  0.99999452   +0 03 49.1
 LW2708;SPC RI       -   267,016.00    354,103.69   sFT  0.99999452   +0 03 49.1
 LW2708;SPC MA M     -   840,647.886   207,930.964   MT  0.99998694   +0 03 50.8
 LW2708;SPC MA M     - 2,758,025.61    682,186.84   sFT  0.99998694   +0 03 50.8
 LW2708;UTM  19      - 4,632,153.168   300,282.164   MT  1.00009085   -1 36 13.5
 LW2708
 LW2708                          SUPERSEDED SURVEY CONTROL
 LW2708
 LW2708  NAD 83(1996)-  41 48 57.95213(N)    071 24 16.36976(W) AD(       ) 4
 LW2708  NAD 83(1992)-  41 48 57.95087(N)    071 24 16.36898(W) AD(       ) 4
 LW2708  NAD 83(1992)-  41 48 57.95069(N)    071 24 16.36902(W) AD(       ) 4
 LW2708  NAD 83(1986)-  41 48 57.94999(N)    071 24 16.36848(W) AD(       ) 4
 LW2708  NAD 27      -  41 48 57.61100(N)    071 24 18.21000(W) AD(       ) 3
 LW2708
 LW2708.Superseded values are not recommended for survey control.
 LW2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2708.See file dsdata.txt to determine how the superseded data were derived.
 LW2708
 LW2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0028232153(NAD 83)
 LW2708
 LW2708  HISTORY     - Date     Condition        Report By
 LW2708  HISTORY     - 1956     MONUMENTED       CGS
 LW2708
 LW2708                          STATION DESCRIPTION
 LW2708
 LW2708'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2708'STATION IS THE CENTER OF THE TALLER BRICK STACK AT THE
 LW2708'SOUTHERNMOST ONE OF THREE GENERATING PLANTS OF THE NARRAGANSETT
 LW2708'ELECTRIC CO.  THE STACK IS LOCATED EAST OF EDDY STREET, WEST OF
 LW2708'PROVIDENCE RIVER AND AT THE FOOT OF MARENGO STREET.  IT IS 296
 LW2708'FEET HIGH AND CONSTRUCTED OF YELLOW BRICK.
 LW2708'
 LW2708'A MUCH LOWER YELLOW BRICK STACK IS LOCATED AT THE SAME PLANT
 LW2708'JUST TO THE WEST OF THE TALLER STACK BUT SEPARATED FROM THE
 LW2708'MAIN BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2712 ***********************************************************************
 LW2712  DESIGNATION -  PROVIDENCE NARRAG ELEC BLK STK
 LW2712  PID         -  LW2712
 LW2712  STATE/COUNTY-  RI/PROVIDENCE
 LW2712  USGS QUAD   -  PROVIDENCE (1975)
 LW2712
 LW2712                         *CURRENT SURVEY CONTROL
 LW2712  ___________________________________________________________________
 LW2712* NAD 83(1996)-  41 49 05.04606(N)    071 24 23.83997(W)     ADJUSTED  
 LW2712* NAVD 88     -                                                        
 LW2712  ___________________________________________________________________
 LW2712  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 LW2712  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW2712
 LW2712  HORZ ORDER  -  THIRD
 LW2712
 LW2712.The horizontal coordinates were established by classical geodetic methods
 LW2712.and adjusted by the National Geodetic Survey in August 1998..
 LW2712
 LW2712
 LW2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2712
 LW2712.The geoid height was determined by GEOID03.
 LW2712
 LW2712;                    North         East     Units Scale Factor Converg.
 LW2712;SPC RI       -    81,605.310   107,758.370   MT  0.99999449   +0 03 44.1
 LW2712;SPC RI       -   267,733.42    353,537.25   sFT  0.99999449   +0 03 44.1
 LW2712;SPC MA M     -   840,866.553   207,758.314   MT  0.99998671   +0 03 45.8
 LW2712;SPC MA M     - 2,758,743.02    681,620.40   sFT  0.99998671   +0 03 45.8
 LW2712;UTM  19      - 4,632,376.790   300,115.933   MT  1.00009167   -1 36 18.7
 LW2712
 LW2712                          SUPERSEDED SURVEY CONTROL
 LW2712
 LW2712  NAD 83(1996)-  41 49 05.04586(N)    071 24 23.83994(W) AD(       ) 4
 LW2712  NAD 83(1992)-  41 49 05.04461(N)    071 24 23.83915(W) AD(       ) 4
 LW2712  NAD 83(1992)-  41 49 05.04442(N)    071 24 23.83920(W) AD(       ) 4
 LW2712  NAD 83(1986)-  41 49 05.04367(N)    071 24 23.83865(W) AD(       ) 4
 LW2712  NAD 27      -  41 49 04.70300(N)    071 24 25.67800(W) AD(       ) 3
 LW2712
 LW2712.Superseded values are not recommended for survey control.
 LW2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2712.See file dsdata.txt to determine how the superseded data were derived.
 LW2712
 LW2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0011632377(NAD 83)
 LW2712
 LW2712  HISTORY     - Date     Condition        Report By
 LW2712  HISTORY     - 1956     MONUMENTED       CGS
 LW2712
 LW2712                          STATION DESCRIPTION
 LW2712
 LW2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2712'STATION IS THE CENTER OF THE LARGEST AND TALLEST ONE OF SEVEN
 LW2712'BLACK METAL STACKS AT THE NARRAGANSETT ELECTRIC CO. MAIN
 LW2712'GENERATING PLANT.  LOCATED ON THE WEST SHORE OF PROVIDENCE
 LW2712'RIVER, EAST OF EDDY STREET, SOUTH OF ELM STREET, AND NORTH OF
 LW2712'SOUTH STREET.  IT IS 300 FEET HIGH.
 LW2712'
 LW2712'THE SIX OTHER STACKS ARE ALL OF THE SAME HEIGHT AND SIZE AND
 LW2712'ARE IN TWO PARALLEL ROWS OF THREE STACKS EACH JUST TO THE EAST
 LW2712'OF THE LARGE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2704 ***********************************************************************
 LW2704  DESIGNATION -  PROVIDENCE OUR LADY FATIMA TK
 LW2704  PID         -  LW2704
 LW2704  STATE/COUNTY-  RI/PROVIDENCE
 LW2704  USGS QUAD   -  PROVIDENCE (1975)
 LW2704
 LW2704                         *CURRENT SURVEY CONTROL
 LW2704  ___________________________________________________________________
 LW2704* NAD 83(1996)-  41 51 17.75019(N)    071 27 38.31594(W)     ADJUSTED  
 LW2704* NAVD 88     -                                                        
 LW2704  ___________________________________________________________________
 LW2704  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW2704  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW2704
 LW2704  HORZ ORDER  -  THIRD
 LW2704
 LW2704.The horizontal coordinates were established by classical geodetic methods
 LW2704.and adjusted by the National Geodetic Survey in August 1998..
 LW2704
 LW2704
 LW2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2704
 LW2704.The geoid height was determined by GEOID03.
 LW2704
 LW2704;                    North         East     Units Scale Factor Converg.
 LW2704;SPC RI       -    85,696.113   103,268.106   MT  0.99999388   +0 01 34.5
 LW2704;SPC RI       -   281,154.66    338,805.44   sFT  0.99999388   +0 01 34.5
 LW2704;SPC MA M     -   844,957.292   203,268.070   MT  0.99998265   +0 01 35.2
 LW2704;SPC MA M     - 2,772,164.05    666,888.66   sFT  0.99998265   +0 01 35.2
 LW2704;UTM  19      - 4,636,597.025   295,746.179   MT  1.00011340   -1 38 32.7
 LW2704
 LW2704                          SUPERSEDED SURVEY CONTROL
 LW2704
 LW2704  NAD 83(1996)-  41 51 17.74998(N)    071 27 38.31584(W) AD(       ) 4
 LW2704  NAD 83(1992)-  41 51 17.74878(N)    071 27 38.31505(W) AD(       ) 4
 LW2704  NAD 83(1992)-  41 51 17.74864(N)    071 27 38.31510(W) AD(       ) 4
 LW2704  NAD 83(1986)-  41 51 17.74873(N)    071 27 38.31529(W) AD(       ) 4
 LW2704  NAD 27      -  41 51 17.38848(N)    071 27 40.10027(W) AD(       ) 3
 LW2704
 LW2704.Superseded values are not recommended for survey control.
 LW2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2704.See file dsdata.txt to determine how the superseded data were derived.
 LW2704
 LW2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9574636597(NAD 83)
 LW2704_MARKER: 51 = TANK
 LW2704_SETTING: 0 = UNSPECIFIED SETTING
 LW2704
 LW2704  HISTORY     - Date     Condition        Report By
 LW2704  HISTORY     - 1958     FIRST OBSERVED   CGS
 LW2704  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2704  HISTORY     - 1987     GOOD             RIGS
 LW2704
 LW2704                          STATION DESCRIPTION
 LW2704
 LW2704'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2704'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN THE
 LW2704'NORTHERN SECTION OF PROVIDENCE AT OUR LADY OF FATIMA HOSPITAL
 LW2704'SOUTH OF HIGH SERVICE AVENUE.  THE TANK IS SUPPORTED BY A
 LW2704'SIX-LEGGED STEEL STRUCTURE.  THE TANK AND SUPPORTING STRUCTURE ARE
 LW2704'PAINTED GREEN.  THE HEIGHT IS APPROXIMATELY 150 FEET.
 LW2704
 LW2704                          STATION RECOVERY (1968)
 LW2704
 LW2704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2704'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2704
 LW2704                          STATION RECOVERY (1987)
 LW2704
 LW2704'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2704'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2704'
 LW2704'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2698 ***********************************************************************
 LW2698  DESIGNATION -  PROVIDENCE RAD STA WPJB FM TWR
 LW2698  PID         -  LW2698
 LW2698  STATE/COUNTY-  RI/PROVIDENCE
 LW2698  USGS QUAD   -  PROVIDENCE (1975)
 LW2698
 LW2698                         *CURRENT SURVEY CONTROL
 LW2698  ___________________________________________________________________
 LW2698* NAD 83(1996)-  41 48 23.88553(N)    071 28 10.93118(W)     ADJUSTED  
 LW2698* NAVD 88     -                                                        
 LW2698  ___________________________________________________________________
 LW2698  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 LW2698  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW2698
 LW2698  HORZ ORDER  -  THIRD
 LW2698
 LW2698.The horizontal coordinates were established by classical geodetic methods
 LW2698.and adjusted by the National Geodetic Survey in August 1998..
 LW2698
 LW2698
 LW2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2698
 LW2698.The geoid height was determined by GEOID03.
 LW2698
 LW2698;                    North         East     Units Scale Factor Converg.
 LW2698;SPC RI       -    80,331.633   102,517.690   MT  0.99999383   +0 01 12.7
 LW2698;SPC RI       -   263,554.70    336,343.45   sFT  0.99999383   +0 01 12.7
 LW2698;UTM  19      - 4,631,256.010   294,839.830   MT  1.00011797   -1 38 48.9
 LW2698
 LW2698                          SUPERSEDED SURVEY CONTROL
 LW2698
 LW2698  NAD 83(1996)-  41 48 23.88527(N)    071 28 10.93100(W) AD(       ) 4
 LW2698  NAD 83(1992)-  41 48 23.88414(N)    071 28 10.93031(W) AD(       ) 4
 LW2698  NAD 83(1992)-  41 48 23.88394(N)    071 28 10.93045(W) AD(       ) 4
 LW2698  NAD 83(1986)-  41 48 23.88342(N)    071 28 10.93007(W) AD(       ) 4
 LW2698  NAD 27      -  41 48 23.52463(N)    071 28 12.71653(W) AD(       ) 3
 LW2698
 LW2698.Superseded values are not recommended for survey control.
 LW2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2698.See file dsdata.txt to determine how the superseded data were derived.
 LW2698
 LW2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9484031256(NAD 83)
 LW2698
 LW2698  HISTORY     - Date     Condition        Report By
 LW2698  HISTORY     - 1958     MONUMENTED       CGS
 LW2698  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2698
 LW2698                          STATION DESCRIPTION
 LW2698
 LW2698'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2698'THE STATION IS THE CENTER OF THE TOWER LOCATED AT THE WEST
 LW2698'EDGE OF PROVIDENCE ON NEUTACONKANUT HILL.  IT IS A SELF-SUPPORTING
 LW2698'STEEL TOWER WITH THREE LEGS AND IS PAINTED ORANGE AND WHITE.  THE
 LW2698'HEIGHT IS 475 FEET.
 LW2698
 LW2698                          STATION RECOVERY (1968)
 LW2698
 LW2698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2698'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2696 ***********************************************************************
 LW2696  DESIGNATION -  PROVIDENCE RAD WICE CEN MAST
 LW2696  PID         -  LW2696
 LW2696  STATE/COUNTY-  RI/PROVIDENCE
 LW2696  USGS QUAD   -  PROVIDENCE (1975)
 LW2696
 LW2696                         *CURRENT SURVEY CONTROL
 LW2696  ___________________________________________________________________
 LW2696* NAD 83(1996)-  41 51 21.68492(N)    071 26 40.14955(W)     ADJUSTED  
 LW2696* NAVD 88     -                                                        
 LW2696  ___________________________________________________________________
 LW2696  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 LW2696  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LW2696
 LW2696  HORZ ORDER  -  THIRD
 LW2696
 LW2696.The horizontal coordinates were established by classical geodetic methods
 LW2696.and adjusted by the National Geodetic Survey in August 1998..
 LW2696
 LW2696
 LW2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2696
 LW2696.The geoid height was determined by GEOID03.
 LW2696
 LW2696;                    North         East     Units Scale Factor Converg.
 LW2696;SPC RI       -    85,818.251   104,609.703   MT  0.99999401   +0 02 13.4
 LW2696;SPC RI       -   281,555.38    343,207.00   sFT  0.99999401   +0 02 13.4
 LW2696;UTM  19      - 4,636,680.054   297,090.919   MT  1.00010666   -1 37 54.0
 LW2696
 LW2696                          SUPERSEDED SURVEY CONTROL
 LW2696
 LW2696  NAD 83(1996)-  41 51 21.68476(N)    071 26 40.14950(W) AD(       ) 4
 LW2696  NAD 83(1992)-  41 51 21.68350(N)    071 26 40.14870(W) AD(       ) 4
 LW2696  NAD 83(1992)-  41 51 21.68337(N)    071 26 40.14872(W) AD(       ) 4
 LW2696  NAD 83(1986)-  41 51 21.68278(N)    071 26 40.14825(W) AD(       ) 4
 LW2696  NAD 27      -  41 51 21.32433(N)    071 26 41.93789(W) AD(       ) 3
 LW2696
 LW2696.Superseded values are not recommended for survey control.
 LW2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2696.See file dsdata.txt to determine how the superseded data were derived.
 LW2696
 LW2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9709136680(NAD 83)
 LW2696
 LW2696  HISTORY     - Date     Condition        Report By
 LW2696  HISTORY     - 1968     MONUMENTED       CGS
 LW2696
 LW2696                          STATION DESCRIPTION
 LW2696
 LW2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2696'THE STATION, PROVIDENCE WICE RADIO MAST, IS THE TOP CENTER OF
 LW2696'A TRIANGULAR SHAPED STEEL STRUCTURE PAINTED ALTERNATING SECTIONS
 LW2696'OF RED AND WHITE AND IS THE CENTER AND TALLEST 1 OF 3 MASTS.
 LW2696'
 LW2696'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF LUBEC STREET
 LW2696'AND HAVANA STREET IN NORTH PROVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2713 ***********************************************************************
 LW2713  DESIGNATION -  PROVIDENCE RADIO STA WRIB TWR
 LW2713  PID         -  LW2713
 LW2713  STATE/COUNTY-  RI/PROVIDENCE
 LW2713  USGS QUAD   -  PROVIDENCE (1975)
 LW2713
 LW2713                         *CURRENT SURVEY CONTROL
 LW2713  ___________________________________________________________________
 LW2713* NAD 83(1996)-  41 49 15.79554(N)    071 23 05.16659(W)     ADJUSTED  
 LW2713* NAVD 88     -                                                        
 LW2713  ___________________________________________________________________
 LW2713  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LW2713  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW2713
 LW2713  HORZ ORDER  -  THIRD
 LW2713
 LW2713.The horizontal coordinates were established by classical geodetic methods
 LW2713.and adjusted by the National Geodetic Survey in August 1998..
 LW2713
 LW2713
 LW2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2713
 LW2713.The geoid height was determined by GEOID03.
 LW2713
 LW2713;                    North         East     Units Scale Factor Converg.
 LW2713;SPC RI       -    81,939.162   109,573.660   MT  0.99999488   +0 04 36.6
 LW2713;SPC RI       -   268,828.73    359,492.92   sFT  0.99999488   +0 04 36.6
 LW2713;SPC MA M     -   841,200.419   209,573.585   MT  0.99998637   +0 04 38.7
 LW2713;SPC MA M     - 2,759,838.37    687,576.00   sFT  0.99998637   +0 04 38.7
 LW2713;UTM  19      - 4,632,657.704   301,940.338   MT  1.00008274   -1 35 26.5
 LW2713
 LW2713                          SUPERSEDED SURVEY CONTROL
 LW2713
 LW2713  NAD 83(1996)-  41 49 15.79537(N)    071 23 05.16650(W) AD(       ) 4
 LW2713  NAD 83(1992)-  41 49 15.79407(N)    071 23 05.16578(W) AD(       ) 4
 LW2713  NAD 83(1992)-  41 49 15.79390(N)    071 23 05.16578(W) AD(       ) 4
 LW2713  NAD 83(1986)-  41 49 15.79336(N)    071 23 05.16578(W) AD(       ) 4
 LW2713  NAD 27      -  41 49 15.44700(N)    071 23 07.03500(W) AD(       ) 3
 LW2713
 LW2713.Superseded values are not recommended for survey control.
 LW2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2713.See file dsdata.txt to determine how the superseded data were derived.
 LW2713
 LW2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0194032658(NAD 83)
 LW2713
 LW2713  HISTORY     - Date     Condition        Report By
 LW2713  HISTORY     - 1956     MONUMENTED       CGS
 LW2713  HISTORY     - 20040816 GOOD             GEOCAC
 LW2713
 LW2713                          STATION DESCRIPTION
 LW2713
 LW2713'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2713'STATION IS THE CENTER OF THE SKELETON STEEL TOWER SUPPORTING
 LW2713'THE BROADCASTING ANTENNA OF RADIO STATION WRIB.  IT 209 FEET
 LW2713'HIGH AND IS LOCATED ON THE EASTERNMOST ONE OF TWIN ISLANDS IN
 LW2713'THE SEEKONK RIVER BETWEEN WASHINGTON BRIDGE AND TUNNEL BRIDGE.
 LW2713
 LW2713                          STATION RECOVERY (2004)
 LW2713
 LW2713'RECOVERY NOTE BY GEOCACHING 2004 (RPM)
 LW2713'WRIB 1220 KHZ
 LW2713'FCC FACILITY ID 9183
 LW2713'ANTENNA SYSTEM ID 12704
 LW2713'CARTER BROADCASTING CORPORATION
 LW2713'20 PARK PLAZA STE 315
 LW2713'BOSTON MA 02116
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2706 ***********************************************************************
 LW2706  DESIGNATION -  PROVIDENCE RIVER E TRANS TWR
 LW2706  PID         -  LW2706
 LW2706  STATE/COUNTY-  RI/PROVIDENCE
 LW2706  USGS QUAD   -  PROVIDENCE (1975)
 LW2706
 LW2706                         *CURRENT SURVEY CONTROL
 LW2706  ___________________________________________________________________
 LW2706* NAD 83(1996)-  41 48 56.85624(N)    071 24 01.59283(W)     ADJUSTED  
 LW2706* NAVD 88     -                                                        
 LW2706  ___________________________________________________________________
 LW2706  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 LW2706  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW2706
 LW2706  HORZ ORDER  -  THIRD
 LW2706
 LW2706.The horizontal coordinates were established by classical geodetic methods
 LW2706.and adjusted by the National Geodetic Survey in August 1998..
 LW2706
 LW2706
 LW2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2706
 LW2706.The geoid height was determined by GEOID03.
 LW2706
 LW2706;                    North         East     Units Scale Factor Converg.
 LW2706;SPC RI       -    81,353.210   108,272.114   MT  0.99999459   +0 03 59.0
 LW2706;SPC RI       -   266,906.32    355,222.76   sFT  0.99999459   +0 03 59.0
 LW2706;SPC MA M     -   840,614.459   208,272.055   MT  0.99998698   +0 04 00.8
 LW2706;SPC MA M     - 2,757,915.94    683,305.90   sFT  0.99998698   +0 04 00.8
 LW2706;UTM  19      - 4,632,109.823   300,622.172   MT  1.00008918   -1 36 03.6
 LW2706
 LW2706                          SUPERSEDED SURVEY CONTROL
 LW2706
 LW2706  NAD 83(1996)-  41 48 56.85604(N)    071 24 01.59277(W) AD(       ) 4
 LW2706  NAD 83(1992)-  41 48 56.85478(N)    071 24 01.59200(W) AD(       ) 4
 LW2706  NAD 83(1992)-  41 48 56.85460(N)    071 24 01.59204(W) AD(       ) 4
 LW2706  NAD 83(1986)-  41 48 56.85396(N)    071 24 01.59155(W) AD(       ) 4
 LW2706  NAD 27      -  41 48 56.51600(N)    071 24 03.43800(W) AD(       ) 3
 LW2706
 LW2706.Superseded values are not recommended for survey control.
 LW2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2706.See file dsdata.txt to determine how the superseded data were derived.
 LW2706
 LW2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0062232110(NAD 83)
 LW2706
 LW2706  HISTORY     - Date     Condition        Report By
 LW2706  HISTORY     - 1956     MONUMENTED       CGS
 LW2706
 LW2706                          STATION DESCRIPTION
 LW2706
 LW2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2706'STATION IS THE CENTER OF THE SKELETON STEEL TOWER AT THE EAST
 LW2706'END OF AN OVERHEAD TRANSMISSION CABLE CROSSING THE PROVIDENCE
 LW2706'RIVER FROM THE MAIN GENERATING PLANT OF THE NARRAGANSETT
 LW2706'ELECTRIC COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2654 ***********************************************************************
 LW2654  DESIGNATION -  PROVIDENCE RIVER LIGHT 17 A
 LW2654  PID         -  LW2654
 LW2654  STATE/COUNTY-  RI/PROVIDENCE
 LW2654  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2654
 LW2654                         *CURRENT SURVEY CONTROL
 LW2654  ___________________________________________________________________
 LW2654* NAD 83(1996)-  41 46 34.95930(N)    071 22 25.23256(W)     ADJUSTED  
 LW2654* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW2654  ___________________________________________________________________
 LW2654  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW2654  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW2654
 LW2654  HORZ ORDER  -  THIRD
 LW2654
 LW2654.The horizontal coordinates were established by classical geodetic methods
 LW2654.and adjusted by the National Geodetic Survey in August 1998..
 LW2654
 LW2654.The orthometric height was scaled from a topographic map.
 LW2654
 LW2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2654
 LW2654.The geoid height was determined by GEOID03.
 LW2654
 LW2654;                    North         East     Units Scale Factor Converg.
 LW2654;SPC RI       -    76,978.271   110,502.562   MT  0.99999511   +0 05 03.0
 LW2654;SPC RI       -   252,552.88    362,540.49   sFT  0.99999511   +0 05 03.0
 LW2654;UTM  19      - 4,627,671.465   302,724.617   MT  1.00007892   -1 34 54.9
 LW2654
 LW2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2654!SPC RI       -   1.00000390  x   0.99999511  =   0.99999901
 LW2654!UTM  19      -   1.00000390  x   1.00007892  =   1.00008282
 LW2654
 LW2654|---------------------------------------------------------------------|
 LW2654| PID    Reference Object                     Distance      Geod. Az  |
 LW2654|                                                           dddmmss.s |
 LW2654| LW2630 POMHAM ROCKS LIGHTHOUSE             372.234 METERS 06819     |
 LW2654| LW2729 SABINE POINT LIGHTHOUSE             APPROX. 1.6 KM 1850457.3 |
 LW2654|---------------------------------------------------------------------|
 LW2654
 LW2654                          SUPERSEDED SURVEY CONTROL
 LW2654
 LW2654  NAD 83(1996)-  41 46 34.95907(N)    071 22 25.23243(W) AD(       ) 3
 LW2654  NAD 83(1992)-  41 46 34.95776(N)    071 22 25.23171(W) AD(       ) 3
 LW2654  NAD 83(1992)-  41 46 34.95753(N)    071 22 25.23171(W) AD(       ) 3
 LW2654  NAD 83(1986)-  41 46 34.95720(N)    071 22 25.23042(W) AD(       ) 3
 LW2654  NAD 27      -  41 46 34.61700(N)    071 22 27.09300(W) AD(       ) 3
 LW2654
 LW2654.Superseded values are not recommended for survey control.
 LW2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2654.See file dsdata.txt to determine how the superseded data were derived.
 LW2654
 LW2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0272527671(NAD 83)
 LW2654
 LW2654  HISTORY     - Date     Condition        Report By
 LW2654  HISTORY     - 1956     MONUMENTED       CGS
 LW2654
 LW2654                          STATION DESCRIPTION
 LW2654
 LW2654'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2654'STATION IS THE CENTER OF THE LANTERN OF PROVIDENCE RIVER LIGHT
 LW2654'17A WHICH IS NUMBER 540.5 IN THE 1956 EDITION OF COMPLETE LIST
 LW2654'OF LIGHTS AND OTHER MARINE AIDS OF THE ATLANTIC COAST OF THE
 LW2654'U.S. PUBLISHED BY THE U.S. COAST GUARD.
 LW2654'
 LW2654'THE LANTERN IS MOUNTED ON A STEEL FRAMEWORK ON THE EAST OR
 LW2654'CHANNEL SIDE OF A CONICAL SHAPED MASONRY STRUCTURE OF AN OLD
 LW2654'ABANDONED LIGHT.  THE LIGHT IS 12 FEET ABOVE THE WATER.
 LW2654'
 LW2654'FIELD OBSERVATIONS WERE MADE IN SEPTEMBER 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2707 ***********************************************************************
 LW2707  DESIGNATION -  PROVIDENCE RIVER W TRANS TWR
 LW2707  PID         -  LW2707
 LW2707  STATE/COUNTY-  RI/PROVIDENCE
 LW2707  USGS QUAD   -  PROVIDENCE (1975)
 LW2707
 LW2707                         *CURRENT SURVEY CONTROL
 LW2707  ___________________________________________________________________
 LW2707* NAD 83(1996)-  41 48 56.95949(N)    071 24 13.21844(W)     ADJUSTED  
 LW2707* NAVD 88     -                                                        
 LW2707  ___________________________________________________________________
 LW2707  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LW2707  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW2707
 LW2707  HORZ ORDER  -  THIRD
 LW2707
 LW2707.The horizontal coordinates were established by classical geodetic methods
 LW2707.and adjusted by the National Geodetic Survey in August 1998..
 LW2707
 LW2707
 LW2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2707
 LW2707.The geoid height was determined by GEOID03.
 LW2707
 LW2707;                    North         East     Units Scale Factor Converg.
 LW2707;SPC RI       -    81,356.089   108,003.788   MT  0.99999454   +0 03 51.2
 LW2707;SPC RI       -   266,915.77    354,342.43   sFT  0.99999454   +0 03 51.2
 LW2707;SPC MA M     -   840,617.336   208,003.732   MT  0.99998697   +0 03 52.9
 LW2707;SPC MA M     - 2,757,925.38    682,425.58   sFT  0.99998697   +0 03 52.9
 LW2707;UTM  19      - 4,632,120.510   300,354.019   MT  1.00009050   -1 36 11.3
 LW2707
 LW2707                          SUPERSEDED SURVEY CONTROL
 LW2707
 LW2707  NAD 83(1996)-  41 48 56.95929(N)    071 24 13.21839(W) AD(       ) 4
 LW2707  NAD 83(1992)-  41 48 56.95803(N)    071 24 13.21761(W) AD(       ) 4
 LW2707  NAD 83(1992)-  41 48 56.95785(N)    071 24 13.21765(W) AD(       ) 4
 LW2707  NAD 83(1986)-  41 48 56.95717(N)    071 24 13.21711(W) AD(       ) 4
 LW2707  NAD 27      -  41 48 56.61900(N)    071 24 15.06000(W) AD(       ) 3
 LW2707
 LW2707.Superseded values are not recommended for survey control.
 LW2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2707.See file dsdata.txt to determine how the superseded data were derived.
 LW2707
 LW2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0035432121(NAD 83)
 LW2707
 LW2707  HISTORY     - Date     Condition        Report By
 LW2707  HISTORY     - 1956     MONUMENTED       CGS
 LW2707
 LW2707                          STATION DESCRIPTION
 LW2707
 LW2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2707'STATION IS THE CENTER OF THE SKELETON STEEL TOWER AT THE WEST
 LW2707'END OF AN OVERHEAD TRANSMISSION CABLE CROSSING THE PROVIDENCE
 LW2707'RIVER FROM THE MAIN GENERATING PLANT OF THE NARRAGANSETT
 LW2707'ELECTRIC COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2692 ***********************************************************************
 LW2692  DESIGNATION -  PROVIDENCE SEWAGE DISPOSAL STK
 LW2692  PID         -  LW2692
 LW2692  STATE/COUNTY-  RI/PROVIDENCE
 LW2692  USGS QUAD   -  PROVIDENCE (1975)
 LW2692
 LW2692                         *CURRENT SURVEY CONTROL
 LW2692  ___________________________________________________________________
 LW2692* NAD 83(1996)-  41 47 42.67978(N)    071 23 25.81958(W)     ADJUSTED  
 LW2692* NAVD 88     -                                                        
 LW2692  ___________________________________________________________________
 LW2692  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 LW2692  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW2692
 LW2692  HORZ ORDER  -  THIRD
 LW2692
 LW2692.The horizontal coordinates were established by classical geodetic methods
 LW2692.and adjusted by the National Geodetic Survey in August 1998..
 LW2692
 LW2692
 LW2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2692
 LW2692.The geoid height was determined by GEOID03.
 LW2692
 LW2692;                    North         East     Units Scale Factor Converg.
 LW2692;SPC RI       -    79,065.688   109,100.683   MT  0.99999477   +0 04 22.7
 LW2692;SPC RI       -   259,401.34    357,941.16   sFT  0.99999477   +0 04 22.7
 LW2692;SPC MA M     -   838,326.960   209,100.641   MT  0.99998944   +0 04 24.8
 LW2692;SPC MA M     - 2,750,411.03    686,024.35   sFT  0.99998944   +0 04 24.8
 LW2692;UTM  19      - 4,629,798.951   301,383.915   MT  1.00008545   -1 35 37.4
 LW2692
 LW2692                          SUPERSEDED SURVEY CONTROL
 LW2692
 LW2692  NAD 83(1996)-  41 47 42.67955(N)    071 23 25.81947(W) AD(       ) 4
 LW2692  NAD 83(1992)-  41 47 42.67829(N)    071 23 25.81876(W) AD(       ) 4
 LW2692  NAD 83(1992)-  41 47 42.67807(N)    071 23 25.81877(W) AD(       ) 4
 LW2692  NAD 83(1986)-  41 47 42.67787(N)    071 23 25.81807(W) AD(       ) 4
 LW2692  NAD 27      -  41 47 42.35500(N)    071 23 27.67900(W) AD(       ) 3
 LW2692
 LW2692.Superseded values are not recommended for survey control.
 LW2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2692.See file dsdata.txt to determine how the superseded data were derived.
 LW2692
 LW2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0138429799(NAD 83)
 LW2692
 LW2692  HISTORY     - Date     Condition        Report By
 LW2692  HISTORY     - 1956     MONUMENTED       CGS
 LW2692  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2692
 LW2692                          STATION DESCRIPTION
 LW2692
 LW2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2692'STATION IS THE CENTER OF THE RED BRICK STACK AT THE SEWAGE
 LW2692'DISPOSAL PLANT AT FIELDS POINT.  IT IS 150 FEET HIGH.
 LW2692
 LW2692                          STATION RECOVERY (1963)
 LW2692
 LW2692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2692'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2671 ***********************************************************************
 LW2671  DESIGNATION -  PROVIDENCE ST ALDALBERT CH
 LW2671  PID         -  LW2671
 LW2671  STATE/COUNTY-  RI/PROVIDENCE
 LW2671  USGS QUAD   -  PROVIDENCE (1975)
 LW2671
 LW2671                         *CURRENT SURVEY CONTROL
 LW2671  ___________________________________________________________________
 LW2671* NAD 83(1996)-  41 49 29.02786(N)    071 26 44.57770(W)     ADJUSTED  
 LW2671* NAVD 88     -                                                        
 LW2671  ___________________________________________________________________
 LW2671  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 LW2671  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW2671
 LW2671  HORZ ORDER  -  THIRD
 LW2671
 LW2671.The horizontal coordinates were established by classical geodetic methods
 LW2671.and adjusted by the National Geodetic Survey in August 1998..
 LW2671
 LW2671
 LW2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2671
 LW2671.The geoid height was determined by GEOID03.
 LW2671
 LW2671;                    North         East     Units Scale Factor Converg.
 LW2671;SPC RI       -    82,342.418   104,509.761   MT  0.99999400   +0 02 10.3
 LW2671;SPC RI       -   270,151.75    342,879.11   sFT  0.99999400   +0 02 10.3
 LW2671;SPC CT       -   263,323.042   413,153.012   MT  0.99999602   +0 51 53.3
 LW2671;SPC CT       -   863,919.01  1,355,486.17   sFT  0.99999602   +0 51 53.3
 LW2671;UTM  19      - 4,633,208.211   296,889.810   MT  1.00010767   -1 37 53.4
 LW2671
 LW2671                          SUPERSEDED SURVEY CONTROL
 LW2671
 LW2671  NAD 83(1996)-  41 49 29.02767(N)    071 26 44.57745(W) AD(       ) 4
 LW2671  NAD 83(1992)-  41 49 29.02645(N)    071 26 44.57682(W) AD(       ) 4
 LW2671  NAD 83(1992)-  41 49 29.02627(N)    071 26 44.57684(W) AD(       ) 4
 LW2671  NAD 83(1986)-  41 49 29.02555(N)    071 26 44.57663(W) AD(       ) 4
 LW2671  NAD 27      -  41 49 28.66618(N)    071 26 46.36410(W) AD(       ) 3
 LW2671
 LW2671.Superseded values are not recommended for survey control.
 LW2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2671.See file dsdata.txt to determine how the superseded data were derived.
 LW2671
 LW2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9689033208(NAD 83)
 LW2671
 LW2671  HISTORY     - Date     Condition        Report By
 LW2671  HISTORY     - 1968     MONUMENTED       CGS
 LW2671
 LW2671                          STATION DESCRIPTION
 LW2671
 LW2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2671'THE STATION, PROVIDENCE SAINT ALDALBERT CHURCH SPIRE, IS THE TOP
 LW2671'CENTER OF CROSS ATOP SPIRE AND IS ABOUT 75 FEET IN HEIGHT.
 LW2671'
 LW2671'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF ATWELLS STREET
 LW2671'AND SEARS STREET IN THE WEST CENTER OF PROVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2700 ***********************************************************************
 LW2700  DESIGNATION -  PROVIDENCE ST ANNS CATH CH
 LW2700  PID         -  LW2700
 LW2700  STATE/COUNTY-  RI/PROVIDENCE
 LW2700  USGS QUAD   -  PROVIDENCE (1975)
 LW2700
 LW2700                         *CURRENT SURVEY CONTROL
 LW2700  ___________________________________________________________________
 LW2700* NAD 83(1996)-  41 51 05.52557(N)    071 25 14.21689(W)     ADJUSTED  
 LW2700* NAVD 88     -                                                        
 LW2700  ___________________________________________________________________
 LW2700  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 LW2700  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LW2700
 LW2700  HORZ ORDER  -  THIRD
 LW2700
 LW2700.The horizontal coordinates were established by classical geodetic methods
 LW2700.and adjusted by the National Geodetic Survey in August 1998..
 LW2700
 LW2700
 LW2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2700
 LW2700.The geoid height was determined by GEOID03.
 LW2700
 LW2700;                    North         East     Units Scale Factor Converg.
 LW2700;SPC RI       -    85,321.248   106,592.266   MT  0.99999428   +0 03 10.7
 LW2700;SPC RI       -   279,924.79    349,711.46   sFT  0.99999428   +0 03 10.7
 LW2700;SPC MA M     -   844,582.447   206,592.194   MT  0.99998301   +0 03 12.0
 LW2700;SPC MA M     - 2,770,934.24    677,794.56   sFT  0.99998301   +0 03 12.0
 LW2700;UTM  19      - 4,636,125.472   299,058.381   MT  1.00009688   -1 36 56.1
 LW2700
 LW2700                          SUPERSEDED SURVEY CONTROL
 LW2700
 LW2700  NAD 83(1996)-  41 51 05.52539(N)    071 25 14.21680(W) AD(       ) 4
 LW2700  NAD 83(1992)-  41 51 05.52410(N)    071 25 14.21605(W) AD(       ) 4
 LW2700  NAD 83(1992)-  41 51 05.52396(N)    071 25 14.21604(W) AD(       ) 4
 LW2700  NAD 83(1986)-  41 51 05.52273(N)    071 25 14.21547(W) AD(       ) 4
 LW2700  NAD 27      -  41 51 05.16472(N)    071 25 16.00824(W) AD(       ) 3
 LW2700
 LW2700.Superseded values are not recommended for survey control.
 LW2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2700.See file dsdata.txt to determine how the superseded data were derived.
 LW2700
 LW2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9905836125(NAD 83)
 LW2700
 LW2700  HISTORY     - Date     Condition        Report By
 LW2700  HISTORY     - 1968     MONUMENTED       CGS
 LW2700
 LW2700                          STATION DESCRIPTION
 LW2700
 LW2700'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2700'THE STATION, PROVIDENCE SAINT ANNS CATHOLIC CHURCH SPIRE, IS
 LW2700'THE TOP CENTER OF CROSS ATOP SPIRE AND IS ABOUT 90 FEET IN
 LW2700'HEIGHT.
 LW2700'
 LW2700'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF RUSSO STREET
 LW2700'AND MONTICELLO STREET IN NORTH PROVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2697 ***********************************************************************
 LW2697  DESIGNATION -  PROVIDENCE ST EDWARDS CATH CH
 LW2697  PID         -  LW2697
 LW2697  STATE/COUNTY-  RI/PROVIDENCE
 LW2697  USGS QUAD   -  PROVIDENCE (1975)
 LW2697
 LW2697                         *CURRENT SURVEY CONTROL
 LW2697  ___________________________________________________________________
 LW2697* NAD 83(1996)-  41 51 19.35503(N)    071 26 20.77484(W)     ADJUSTED  
 LW2697* NAVD 88     -                                                        
 LW2697  ___________________________________________________________________
 LW2697  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LW2697  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LW2697
 LW2697  HORZ ORDER  -  THIRD
 LW2697
 LW2697.The horizontal coordinates were established by classical geodetic methods
 LW2697.and adjusted by the National Geodetic Survey in August 1998..
 LW2697
 LW2697
 LW2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2697
 LW2697.The geoid height was determined by GEOID03.
 LW2697
 LW2697;                    North         East     Units Scale Factor Converg.
 LW2697;SPC RI       -    85,746.671   105,056.646   MT  0.99999406   +0 02 26.3
 LW2697;SPC RI       -   281,320.54    344,673.35   sFT  0.99999406   +0 02 26.3
 LW2697;UTM  19      - 4,636,595.479   297,535.638   MT  1.00010444   -1 37 41.0
 LW2697
 LW2697                          SUPERSEDED SURVEY CONTROL
 LW2697
 LW2697  NAD 83(1996)-  41 51 19.35486(N)    071 26 20.77477(W) AD(       ) 4
 LW2697  NAD 83(1992)-  41 51 19.35359(N)    071 26 20.77399(W) AD(       ) 4
 LW2697  NAD 83(1992)-  41 51 19.35346(N)    071 26 20.77400(W) AD(       ) 4
 LW2697  NAD 83(1986)-  41 51 19.35293(N)    071 26 20.77359(W) AD(       ) 4
 LW2697  NAD 27      -  41 51 18.99430(N)    071 26 22.56370(W) AD(       ) 3
 LW2697
 LW2697.Superseded values are not recommended for survey control.
 LW2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2697.See file dsdata.txt to determine how the superseded data were derived.
 LW2697
 LW2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9753636595(NAD 83)
 LW2697
 LW2697  HISTORY     - Date     Condition        Report By
 LW2697  HISTORY     - 1968     MONUMENTED       CGS
 LW2697
 LW2697                          STATION DESCRIPTION
 LW2697
 LW2697'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2697'THE STATION, PROVIDENCE SAINT EDWARDS CATHOLIC CHURCH SPIRE, IS
 LW2697'THE TOP CENTER OF CROSS ATOP SPIRE AND IS ABOUT 100 FEET IN
 LW2697'HEIGHT.
 LW2697'
 LW2697'THE STATION IS LOCATED ABOUT 100 YARDS EAST OF THE
 LW2697'INTERSECTION OF DOUGLAS STREET AND BRANCH STREET IN NORTH
 LW2697'PROVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2661 ***********************************************************************
 LW2661  DESIGNATION -  PROVIDENCE ST PATRICKS CATH CH
 LW2661  PID         -  LW2661
 LW2661  STATE/COUNTY-  RI/PROVIDENCE
 LW2661  USGS QUAD   -  PROVIDENCE (1975)
 LW2661
 LW2661                         *CURRENT SURVEY CONTROL
 LW2661  ___________________________________________________________________
 LW2661* NAD 83(1996)-  41 49 55.13001(N)    071 24 50.14139(W)     ADJUSTED  
 LW2661* NAVD 88     -                                                        
 LW2661  ___________________________________________________________________
 LW2661  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 LW2661  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW2661
 LW2661  HORZ ORDER  -  THIRD
 LW2661
 LW2661.The horizontal coordinates were established by classical geodetic methods
 LW2661.and adjusted by the National Geodetic Survey in August 1998..
 LW2661
 LW2661
 LW2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2661
 LW2661.The geoid height was determined by GEOID03.
 LW2661
 LW2661;                    North         East     Units Scale Factor Converg.
 LW2661;SPC RI       -    83,149.894   107,149.801   MT  0.99999438   +0 03 26.7
 LW2661;SPC RI       -   272,800.94    351,540.64   sFT  0.99999438   +0 03 26.7
 LW2661;SPC MA M     -   842,411.119   207,149.738   MT  0.99998513   +0 03 28.1
 LW2661;SPC MA M     - 2,763,810.48    679,623.77   sFT  0.99998513   +0 03 28.1
 LW2661;UTM  19      - 4,633,938.585   299,552.518   MT  1.00009444   -1 36 37.8
 LW2661
 LW2661                          SUPERSEDED SURVEY CONTROL
 LW2661
 LW2661  NAD 83(1996)-  41 49 55.12979(N)    071 24 50.14131(W) AD(       ) 4
 LW2661  NAD 83(1992)-  41 49 55.12854(N)    071 24 50.14057(W) AD(       ) 4
 LW2661  NAD 83(1992)-  41 49 55.12837(N)    071 24 50.14057(W) AD(       ) 4
 LW2661  NAD 83(1986)-  41 49 55.12759(N)    071 24 50.14016(W) AD(       ) 4
 LW2661  NAD 27      -  41 49 54.76730(N)    071 24 51.93272(W) AD(       ) 3
 LW2661
 LW2661.Superseded values are not recommended for survey control.
 LW2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2661.See file dsdata.txt to determine how the superseded data were derived.
 LW2661
 LW2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9955333939(NAD 83)
 LW2661
 LW2661  HISTORY     - Date     Condition        Report By
 LW2661  HISTORY     - 1968     MONUMENTED       CGS
 LW2661
 LW2661                          STATION DESCRIPTION
 LW2661
 LW2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2661'THE STATION, PROVIDENCE SAINT PATRICKS CATHOLIC CHURCH SPIRE, IS
 LW2661'THE TOP CENTER OF CROSS ATOP SPIRE AND IS ABOUT 90 FEET IN HEIGHT.
 LW2661'
 LW2661'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF SMITH STREET
 LW2661'AND DAVIS STREET IN CENTER OF PROVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2659 ***********************************************************************
 LW2659  DESIGNATION -  PROVIDENCE STATE CAPITOL DOME
 LW2659  PID         -  LW2659
 LW2659  STATE/COUNTY-  RI/PROVIDENCE
 LW2659  USGS QUAD   -  PROVIDENCE (1975)
 LW2659
 LW2659                         *CURRENT SURVEY CONTROL
 LW2659  ___________________________________________________________________
 LW2659* NAD 83(1996)-  41 49 51.20260(N)    071 24 53.78561(W)     ADJUSTED  
 LW2659* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 LW2659  ___________________________________________________________________
 LW2659  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 LW2659  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW2659
 LW2659  HORZ ORDER  -  THIRD
 LW2659
 LW2659.The horizontal coordinates were established by classical geodetic methods
 LW2659.and adjusted by the National Geodetic Survey in August 1998..
 LW2659
 LW2659.The orthometric height was scaled from a topographic map.
 LW2659
 LW2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2659
 LW2659.The geoid height was determined by GEOID03.
 LW2659
 LW2659;                    North         East     Units Scale Factor Converg.
 LW2659;SPC RI       -    83,028.639   107,065.833   MT  0.99999436   +0 03 24.2
 LW2659;SPC RI       -   272,403.13    351,265.15   sFT  0.99999436   +0 03 24.2
 LW2659;SPC MA M     -   842,289.865   207,065.772   MT  0.99998525   +0 03 25.7
 LW2659;SPC MA M     - 2,763,412.67    679,348.29   sFT  0.99998525   +0 03 25.7
 LW2659;UTM  19      - 4,633,819.814   299,465.047   MT  1.00009488   -1 36 40.1
 LW2659
 LW2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2659!SPC RI       -   0.99998742  x   0.99999436  =   0.99998178
 LW2659!SPC MA M     -   0.99998742  x   0.99998525  =   0.99997267
 LW2659!UTM  19      -   0.99998742  x   1.00009488  =   1.00008230
 LW2659
 LW2659                          SUPERSEDED SURVEY CONTROL
 LW2659
 LW2659  NAD 83(1996)-  41 49 51.20240(N)    071 24 53.78553(W) AD(       ) 4
 LW2659  NAD 83(1992)-  41 49 51.20117(N)    071 24 53.78481(W) AD(       ) 4
 LW2659  NAD 83(1992)-  41 49 51.20098(N)    071 24 53.78481(W) AD(       ) 4
 LW2659  NAD 83(1986)-  41 49 51.19991(N)    071 24 53.78493(W) AD(       ) 4
 LW2659  NAD 27      -  41 49 50.84232(N)    071 24 55.57633(W) AD(       ) 3
 LW2659
 LW2659.Superseded values are not recommended for survey control.
 LW2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2659.See file dsdata.txt to determine how the superseded data were derived.
 LW2659
 LW2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9946533820(NAD 83)
 LW2659_MARKER: 87 = DOME
 LW2659_SETTING: 0 = UNSPECIFIED SETTING
 LW2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2659+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2004
 LW2659
 LW2659  HISTORY     - Date     Condition        Report By
 LW2659  HISTORY     - UNK      FIRST OBSERVED
 LW2659  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2659  HISTORY     - 1937     SEE DESCRIPTION  CTGS
 LW2659  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2659  HISTORY     - 19791017 GOOD             MAGS
 LW2659  HISTORY     - 19811103 GOOD             MAGS
 LW2659  HISTORY     - 1986     GOOD             RIGS
 LW2659  HISTORY     - 20040814 GOOD             GEOCAC
 LW2659
 LW2659                          STATION DESCRIPTION
 LW2659
 LW2659'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2659'THE RHODE ISLAND STATE CAPITAL STANDS ON CAPITOL HILL, ONCE
 LW2659'KNOWN AS SMITH HILL, AND N OF THE RAILROAD STATION.  THE CAPITOL
 LW2659'WAS COMPLETED IN 1900.  ABOVE THE MARBLE DOME IS A CUPOLA ON
 LW2659'WHICH STANDS THE STATUE OF BRONZE KNOWN AS THE INDEPENDENCE MAN.
 LW2659
 LW2659                          STATION RECOVERY (1937)
 LW2659
 LW2659'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1937
 LW2659'THE STATE OF RHODE ISLAND CAPITOL BUILDING IS A LARGE STONE
 LW2659'STRUCTURE, SITUATED JUST N OF THE CENTER OF PROVIDENCE ON SMITH
 LW2659'STREET.  IT HAS A LARGE, ROUND, STONE, DOME WITH A STATUE ON
 LW2659'TOP.  THE POINT OBSERVED ON WAS THE STATUE ON THE TOP OF THE
 LW2659'DOME.  IT WAS OBSERVED FROM STATIONS CHOPMIST, WOLF, AND
 LW2659'BEACONPOLE (V.G.).
 LW2659
 LW2659                          STATION RECOVERY (1968)
 LW2659
 LW2659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2659'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2659
 LW2659                          STATION RECOVERY (1979)
 LW2659
 LW2659'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1979
 LW2659'RECOVERED IN GOOD CONDITION.
 LW2659
 LW2659                          STATION RECOVERY (1981)
 LW2659
 LW2659'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1981
 LW2659'RECOVERED IN GOOD CONDITION.
 LW2659
 LW2659                          STATION RECOVERY (1986)
 LW2659
 LW2659'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2659'THE STATION WAS RECOVERED AT THIS DATE.
 LW2659'
 LW2659'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2659
 LW2659                          STATION RECOVERY (2004)
 LW2659
 LW2659'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2714 ***********************************************************************
 LW2714  DESIGNATION -  PROVIDENCE SUPREME COURT BLDG
 LW2714  PID         -  LW2714
 LW2714  STATE/COUNTY-  RI/PROVIDENCE
 LW2714  USGS QUAD   -  PROVIDENCE (1975)
 LW2714
 LW2714                         *CURRENT SURVEY CONTROL
 LW2714  ___________________________________________________________________
 LW2714* NAD 83(1996)-  41 49 31.87155(N)    071 24 25.09384(W)     ADJUSTED  
 LW2714* NAVD 88     -                                                        
 LW2714  ___________________________________________________________________
 LW2714  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 LW2714  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW2714
 LW2714  HORZ ORDER  -  THIRD
 LW2714
 LW2714.The horizontal coordinates were established by classical geodetic methods
 LW2714.and adjusted by the National Geodetic Survey in August 1998..
 LW2714
 LW2714
 LW2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2714
 LW2714.The geoid height was determined by GEOID03.
 LW2714
 LW2714;                    North         East     Units Scale Factor Converg.
 LW2714;SPC RI       -    82,432.913   107,728.536   MT  0.99999448   +0 03 43.3
 LW2714;SPC RI       -   270,448.65    353,439.37   sFT  0.99999448   +0 03 43.3
 LW2714;SPC MA M     -   841,694.149   207,728.473   MT  0.99998586   +0 03 45.0
 LW2714;SPC MA M     - 2,761,458.22    681,522.50   sFT  0.99998586   +0 03 45.0
 LW2714;UTM  19      - 4,633,204.992   300,110.194   MT  1.00009170   -1 36 20.4
 LW2714
 LW2714                          SUPERSEDED SURVEY CONTROL
 LW2714
 LW2714  NAD 83(1996)-  41 49 31.87138(N)    071 24 25.09382(W) AD(       ) 4
 LW2714  NAD 83(1992)-  41 49 31.87009(N)    071 24 25.09301(W) AD(       ) 4
 LW2714  NAD 83(1992)-  41 49 31.86993(N)    071 24 25.09307(W) AD(       ) 4
 LW2714  NAD 83(1986)-  41 49 31.86908(N)    071 24 25.09274(W) AD(       ) 4
 LW2714  NAD 27      -  41 49 31.50410(N)    071 24 26.89788(W) AD(       ) 3
 LW2714
 LW2714.Superseded values are not recommended for survey control.
 LW2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2714.See file dsdata.txt to determine how the superseded data were derived.
 LW2714
 LW2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0011033205(NAD 83)
 LW2714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2714+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW2714
 LW2714  HISTORY     - Date     Condition        Report By
 LW2714  HISTORY     - 1956     MONUMENTED       CGS
 LW2714  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2714  HISTORY     - 20040816 GOOD             GEOCAC
 LW2714
 LW2714                          STATION DESCRIPTION
 LW2714
 LW2714'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2714'STATION IS THE FINIAL OF THE SPIRE ON THE RHODE ISLAND STATE
 LW2714'SUPREME AND SUPERIOR COURTS BUILDING ON NORTH MAIN STREET AT
 LW2714'EAST END OF CRAWFORD STREET IN PROVIDENCE.  THERE IS A CLOCK
 LW2714'FACE ON THE NORTH, SOUTH, EAST AND WEST SIDES OF THE SPIRE.  THE
 LW2714'ROOF OF THE SPIRE IS GOLDEN IN COLOR.
 LW2714
 LW2714                          STATION RECOVERY (1968)
 LW2714
 LW2714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2714'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2714
 LW2714                          STATION RECOVERY (2004)
 LW2714
 LW2714'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2695 ***********************************************************************
 LW2695  DESIGNATION -  PROVIDENCE TV STA WPRO MAST
 LW2695  PID         -  LW2695
 LW2695  STATE/COUNTY-  RI/PROVIDENCE
 LW2695  USGS QUAD   -  PROVIDENCE (1975)
 LW2695
 LW2695                         *CURRENT SURVEY CONTROL
 LW2695  ___________________________________________________________________
 LW2695* NAD 83(1996)-  41 48 16.96528(N)    071 28 21.97280(W)     ADJUSTED  
 LW2695* NAVD 88     -                                                        
 LW2695  ___________________________________________________________________
 LW2695  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 LW2695  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW2695
 LW2695  HORZ ORDER  -  THIRD
 LW2695
 LW2695.The horizontal coordinates were established by classical geodetic methods
 LW2695.and adjusted by the National Geodetic Survey in August 1998..
 LW2695
 LW2695
 LW2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2695
 LW2695.The geoid height was determined by GEOID03.
 LW2695
 LW2695;                    North         East     Units Scale Factor Converg.
 LW2695;SPC RI       -    80,118.042   102,262.878   MT  0.99999381   +0 01 05.3
 LW2695;SPC RI       -   262,853.94    335,507.46   sFT  0.99999381   +0 01 05.3
 LW2695;UTM  19      - 4,631,049.895   294,578.880   MT  1.00011929   -1 38 56.1
 LW2695
 LW2695                          SUPERSEDED SURVEY CONTROL
 LW2695
 LW2695  NAD 83(1996)-  41 48 16.96502(N)    071 28 21.97262(W) AD(       ) 4
 LW2695  NAD 83(1992)-  41 48 16.96389(N)    071 28 21.97193(W) AD(       ) 4
 LW2695  NAD 83(1992)-  41 48 16.96369(N)    071 28 21.97196(W) AD(       ) 4
 LW2695  NAD 83(1986)-  41 48 16.96192(N)    071 28 21.97247(W) AD(       ) 4
 LW2695  NAD 27      -  41 48 16.60365(N)    071 28 23.75668(W) AD(       ) 3
 LW2695
 LW2695.Superseded values are not recommended for survey control.
 LW2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2695.See file dsdata.txt to determine how the superseded data were derived.
 LW2695
 LW2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9457931050(NAD 83)
 LW2695_MARKER: 42 = RADIO/TV MAST
 LW2695_SETTING: 0 = UNSPECIFIED SETTING
 LW2695
 LW2695  HISTORY     - Date     Condition        Report By
 LW2695  HISTORY     - 1956     FIRST OBSERVED   CGS
 LW2695  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW2695  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2695  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LW2695  HISTORY     - 1987     GOOD             RIGS
 LW2695
 LW2695                          STATION DESCRIPTION
 LW2695
 LW2695'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2695'STATION IS THE CENTER OF THE STRAIGHT-SIDED SKELETON STEEL
 LW2695'TOWER SUPPORTING THE ANTENNA OF TELEVISION STATION WPRO LOCATED
 LW2695'ON ORLEANS STREET IN JOHNSTON, ON NEUTACONKANUT HILL.  THE
 LW2695'TOWER IS 558 FEET HIGH.
 LW2695'
 LW2695'THE ANTENNA TOWER OF RADIO STATION WPJB-FM IS LOCATED CLOSE BY
 LW2695'TO THE NORTHEAST.  THIS TOWER IS LOWER THAN THE TELEVISION
 LW2695'TOWER AND HAS FOUR SIDES WHICH TAPER TOWARDS THE TOP.  THE ANTENNA
 LW2695'PROPER APPEARED AS A LARGE SLENDER POLE ON TOP OF THE TOWER.
 LW2695
 LW2695                          STATION RECOVERY (1958)
 LW2695
 LW2695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2695'THE STATION IS THE CENTER OF THE MAST LOCATED ON NEUTACONKANUT
 LW2695'HILL AT THE WEST EDGE OF PROVIDENCE.  THE MAST IS A UNIFORM
 LW2695'CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES AND PAINTED
 LW2695'ORANGE AND WHITE.  THE MAST IS ALSO USED TO TRANSMIT FM RADIO
 LW2695'SIGNALS.  THE HEIGHT IS 557 FEET.
 LW2695
 LW2695                          STATION RECOVERY (1968)
 LW2695
 LW2695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2695'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2695
 LW2695                          STATION RECOVERY (1971)
 LW2695
 LW2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 LW2695'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 LW2695'DESCRIBED.
 LW2695'
 LW2695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2695'AT PROVIDENCE.
 LW2695
 LW2695                          STATION RECOVERY (1987)
 LW2695
 LW2695'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2695'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2695'
 LW2695'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2676 ***********************************************************************
 LW2676  DESIGNATION -  PROVIDENCE UNITARIAN CH SPIRE
 LW2676  PID         -  LW2676
 LW2676  STATE/COUNTY-  RI/PROVIDENCE
 LW2676  USGS QUAD   -  PROVIDENCE (1975)
 LW2676
 LW2676                         *CURRENT SURVEY CONTROL
 LW2676  ___________________________________________________________________
 LW2676* NAD 83(1996)-  41 49 27.71227(N)    071 24 18.26043(W)     ADJUSTED  
 LW2676* NAVD 88     -                                                        
 LW2676  ___________________________________________________________________
 LW2676  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 LW2676  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW2676
 LW2676  HORZ ORDER  -  THIRD
 LW2676
 LW2676.The horizontal coordinates were established by classical geodetic methods
 LW2676.and adjusted by the National Geodetic Survey in August 1998..
 LW2676
 LW2676
 LW2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2676
 LW2676.The geoid height was determined by GEOID03.
 LW2676
 LW2676;                    North         East     Units Scale Factor Converg.
 LW2676;SPC RI       -    82,304.761   107,886.370   MT  0.99999452   +0 03 47.9
 LW2676;SPC RI       -   270,028.20    353,957.20   sFT  0.99999452   +0 03 47.9
 LW2676;SPC MA M     -   841,565.999   207,886.307   MT  0.99998599   +0 03 49.6
 LW2676;SPC MA M     - 2,761,037.78    682,040.33   sFT  0.99998599   +0 03 49.6
 LW2676;UTM  19      - 4,633,072.288   300,264.248   MT  1.00009094   -1 36 15.7
 LW2676
 LW2676                          SUPERSEDED SURVEY CONTROL
 LW2676
 LW2676  NAD 83(1996)-  41 49 27.71211(N)    071 24 18.26035(W) AD(       ) 4
 LW2676  NAD 83(1992)-  41 49 27.71081(N)    071 24 18.25961(W) AD(       ) 4
 LW2676  NAD 83(1992)-  41 49 27.71065(N)    071 24 18.25963(W) AD(       ) 4
 LW2676  NAD 83(1986)-  41 49 27.70993(N)    071 24 18.25905(W) AD(       ) 4
 LW2676  NAD 27      -  41 49 27.35081(N)    071 24 20.04987(W) AD(       ) 3
 LW2676
 LW2676.Superseded values are not recommended for survey control.
 LW2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2676.See file dsdata.txt to determine how the superseded data were derived.
 LW2676
 LW2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0026433072(NAD 83)
 LW2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2676+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW2676
 LW2676  HISTORY     - Date     Condition        Report By
 LW2676  HISTORY     - UNK      MONUMENTED
 LW2676  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2676  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2676  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2676  HISTORY     - 20040816 GOOD             GEOCAC
 LW2676
 LW2676                          STATION DESCRIPTION
 LW2676
 LW2676'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2676'THE FIRST CONGREGATIONAL CHURCH, ONCE KNOWN AS THE BENEVOLENT
 LW2676'CHURCH, STANDS ON THE SE CORNER OF BENEFIT AND BENEVOLENT
 LW2676'STREETS.  IT IS UNITARIAN IN DENOMINATION.
 LW2676'
 LW2676'THE CHURCH WAS BUILT IN 1816.  THE TOP OF THE SPIRE WAS BLOWN
 LW2676'OFF DURING THE GREAT GALE OF 1836, WAS RESTORED, AND SO FAR AS
 LW2676'I CAN DISCOVER, THERE HAS BEEN NO CHANGE IN IT SINCE.  OLD
 LW2676'PICTURES OF THE CHURCH SHOW THE STEEPLE AS IT IS TODAY.
 LW2676'
 LW2676'THE TOP OF THE SPIRE IS A GILDED BALL.
 LW2676'
 LW2676'MAPS OF THE CITY OF PROVIDENCE DATED 1835 AND 1844 SHOWED THIS
 LW2676'CHURCH IN THE SAME LOCATION AS IT IS TODAY.
 LW2676
 LW2676                          STATION RECOVERY (1956)
 LW2676
 LW2676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2676'THE STATION WAS RECOVERED AS DESCRIBED.  THE PUBLISHED
 LW2676'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTION--
 LW2676'
 LW2676'THE GILDED BALL NOW HAS A WEATHER VANE ON TOP OF IT.
 LW2676
 LW2676                          STATION RECOVERY (1968)
 LW2676
 LW2676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2676'STATION RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2676
 LW2676                          STATION RECOVERY (2004)
 LW2676
 LW2676'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2663 ***********************************************************************
 LW2663  DESIGNATION -  PROVIDENCE VITRIOL WORKS CHIM
 LW2663  PID         -  LW2663
 LW2663  STATE/COUNTY-  RI/PROVIDENCE
 LW2663  USGS QUAD   -  PROVIDENCE (1975)
 LW2663
 LW2663                         *CURRENT SURVEY CONTROL
 LW2663  ___________________________________________________________________
 LW2663* NAD 83(1996)-  41 49 49.38654(N)    071 25 20.08910(W)     ADJUSTED  
 LW2663* NAVD 88     -                                                        
 LW2663  ___________________________________________________________________
 LW2663  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LW2663  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW2663
 LW2663  HORZ ORDER  -  THIRD
 LW2663
 LW2663.The horizontal coordinates were established by classical geodetic methods
 LW2663.and adjusted by the National Geodetic Survey in August 1998..
 LW2663
 LW2663
 LW2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2663
 LW2663.The geoid height was determined by GEOID03.
 LW2663
 LW2663;                    North         East     Units Scale Factor Converg.
 LW2663;SPC RI       -    82,972.034   106,458.936   MT  0.99999426   +0 03 06.7
 LW2663;SPC RI       -   272,217.41    349,274.03   sFT  0.99999426   +0 03 06.7
 LW2663;UTM  19      - 4,633,780.893   298,856.698   MT  1.00009788   -1 36 57.6
 LW2663
 LW2663                          SUPERSEDED SURVEY CONTROL
 LW2663
 LW2663  NAD 83(1996)-  41 49 49.38637(N)    071 25 20.08905(W) AD(       ) 4
 LW2663  NAD 83(1992)-  41 49 49.38507(N)    071 25 20.08831(W) AD(       ) 4
 LW2663  NAD 83(1992)-  41 49 49.38493(N)    071 25 20.08836(W) AD(       ) 4
 LW2663  NAD 83(1986)-  41 49 49.38513(N)    071 25 20.08793(W) AD(       ) 4
 LW2663  NAD 27      -  41 49 49.03000(N)    071 25 22.03000(W) AD(       ) 3
 LW2663
 LW2663.Superseded values are not recommended for survey control.
 LW2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2663.See file dsdata.txt to determine how the superseded data were derived.
 LW2663
 LW2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9885733781(NAD 83)
 LW2663
 LW2663  HISTORY     - Date     Condition        Report By
 LW2663  HISTORY     - UNK      MONUMENTED
 LW2663  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2663
 LW2663                          STATION DESCRIPTION
 LW2663
 LW2663'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2663'A MAP DATED 1854 BY CUSHING AND WALLING SHOWS THE VITRIOL WORKS
 LW2663'3/4 MILE NW OF MARKET SQUARE, ON THE N BANK OF THE
 LW2663'WOONASQUATUCKET RIVER IN THE SE CORNER OF THE TOWN OF NORTH
 LW2663'PROVIDENCE.
 LW2663'
 LW2663'A MAP BY THE PROVIDENCE CITY ENGINEERS DEPARTMENT DATED 1874
 LW2663'AT THE TIME THAT PROVIDENCE ANNEXED A PORTION OF THE TOWN OF
 LW2663'NORTH PROVIDENCE HAS THE SAME WORKS MARKED T.P. SHEPARD.  THOMAS
 LW2663'P. SHEPARD AND COMPANY WERE MANUFACTURERS OF CHEMICALS.
 LW2663'
 LW2663'THE ABOVE FACTORY WAS LOCATED IN THE BLOCK BOUNDED BY PROMENADE,
 LW2663'BATH, CAVERLEY AND LELAND STREETS AND CORRESPONDS WITH THE GIVEN
 LW2663'GEOGRAPHIC POSITION.
 LW2663'
 LW2663'THE BUILDINGS OF THE THOMAS P. SHEPARD AND COMPANY HAVE LONG
 LW2663'SINCE DISAPPEARED, AND THE BLOCK IS NOW OCCUPIED BY A PART OF
 LW2663'THE MANUFACTURING PLANT OF THE BROWN AND SHARPE COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2681 ***********************************************************************
 LW2681  DESIGNATION -  PROVIDENCE WASH INS CO CUPOLA
 LW2681  PID         -  LW2681
 LW2681  STATE/COUNTY-  RI/PROVIDENCE
 LW2681  USGS QUAD   -  PROVIDENCE (1975)
 LW2681
 LW2681                         *CURRENT SURVEY CONTROL
 LW2681  ___________________________________________________________________
 LW2681* NAD 83(1996)-  41 50 23.30115(N)    071 23 42.06978(W)     ADJUSTED  
 LW2681* NAVD 88     -                                                        
 LW2681  ___________________________________________________________________
 LW2681  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 LW2681  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LW2681
 LW2681  HORZ ORDER  -  THIRD
 LW2681
 LW2681.The horizontal coordinates were established by classical geodetic methods
 LW2681.and adjusted by the National Geodetic Survey in August 1998..
 LW2681
 LW2681
 LW2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2681
 LW2681.The geoid height was determined by GEOID03.
 LW2681
 LW2681;                    North         East     Units Scale Factor Converg.
 LW2681;SPC RI       -    84,020.794   108,719.451   MT  0.99999469   +0 04 12.1
 LW2681;SPC RI       -   275,658.22    356,690.40   sFT  0.99999469   +0 04 12.1
 LW2681;SPC MA M     -   843,282.023   208,719.365   MT  0.99998427   +0 04 13.9
 LW2681;SPC MA M     - 2,766,667.77    684,773.45   sFT  0.99998427   +0 04 13.9
 LW2681;UTM  19      - 4,634,763.505   301,147.006   MT  1.00008661   -1 35 53.2
 LW2681
 LW2681                          SUPERSEDED SURVEY CONTROL
 LW2681
 LW2681  NAD 83(1996)-  41 50 23.30111(N)    071 23 42.06960(W) AD(       ) 4
 LW2681  NAD 83(1992)-  41 50 23.29972(N)    071 23 42.06891(W) AD(       ) 4
 LW2681  NAD 83(1992)-  41 50 23.29963(N)    071 23 42.06886(W) AD(       ) 4
 LW2681  NAD 83(1986)-  41 50 23.29838(N)    071 23 42.06878(W) AD(       ) 4
 LW2681  NAD 27      -  41 50 22.93798(N)    071 23 43.86439(W) AD(       ) 3
 LW2681
 LW2681.Superseded values are not recommended for survey control.
 LW2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2681.See file dsdata.txt to determine how the superseded data were derived.
 LW2681
 LW2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0114734764(NAD 83)
 LW2681
 LW2681  HISTORY     - Date     Condition        Report By
 LW2681  HISTORY     - 1968     MONUMENTED       CGS
 LW2681
 LW2681                          STATION DESCRIPTION
 LW2681
 LW2681'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2681'THE STATION, PROVIDENCE WASHINGTON INSURANCE COMPANY CUPOLA, IS
 LW2681'THE TOP CENTER OF CUPOLA AND IS ABOUT 90 FEET IN HEIGHT.
 LW2681'
 LW2681'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF WATERMAN
 LW2681'STREET AND WASHINGTON PLACE IN THE CENTER OF PROVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2396 ***********************************************************************
 LW2396  DESIGNATION -  PRUDENCE 1843
 LW2396  PID         -  LW2396
 LW2396  STATE/COUNTY-  RI/NEWPORT
 LW2396  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2396
 LW2396                         *CURRENT SURVEY CONTROL
 LW2396  ___________________________________________________________________
 LW2396* NAD 83(1996)-  41 36 24.24618(N)    071 18 40.86759(W)     ADJUSTED  
 LW2396* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 LW2396  ___________________________________________________________________
 LW2396  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW2396  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW2396
 LW2396  HORZ ORDER  -  THIRD
 LW2396
 LW2396.The horizontal coordinates were established by classical geodetic methods
 LW2396.and adjusted by the National Geodetic Survey in August 1998..
 LW2396
 LW2396.The orthometric height was scaled from a topographic map.
 LW2396
 LW2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2396
 LW2396.The geoid height was determined by GEOID03.
 LW2396
 LW2396;                    North         East     Units Scale Factor Converg.
 LW2396;SPC RI       -    58,146.127   115,725.391   MT  0.99999679   +0 07 31.0
 LW2396;SPC RI       -   190,767.75    379,675.72   sFT  0.99999679   +0 07 31.0
 LW2396;UTM  19      - 4,608,694.297   307,398.962   MT  1.00005651   -1 32 06.9
 LW2396
 LW2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2396!SPC RI       -   0.99999641  x   0.99999679  =   0.99999320
 LW2396!UTM  19      -   0.99999641  x   1.00005651  =   1.00005292
 LW2396
 LW2396:                Primary Azimuth Mark                     Grid Az
 LW2396:SPC RI       -  MT HOPE 1843                             038 21 36.6
 LW2396:UTM  19      -  MT HOPE 1843                             040 01 14.5
 LW2396
 LW2396|---------------------------------------------------------------------|
 LW2396| PID    Reference Object                     Distance      Geod. Az  |
 LW2396|                                                           dddmmss.s |
 LW2396| LW2210 MT HOPE 1843                        APPROX. 9.5 KM 0382907.6 |
 LW2396|---------------------------------------------------------------------|
 LW2396
 LW2396                          SUPERSEDED SURVEY CONTROL
 LW2396
 LW2396  NAD 83(1996)-  41 36 24.24593(N)    071 18 40.86730(W) AD(       ) 3
 LW2396  NAD 83(1992)-  41 36 24.24454(N)    071 18 40.86678(W) AD(       ) 3
 LW2396  NAD 83(1992)-  41 36 24.24394(N)    071 18 40.86650(W) AD(       ) 3
 LW2396  NAD 83(1986)-  41 36 24.24444(N)    071 18 40.86545(W) AD(       ) 3
 LW2396  NAD 27      -  41 36 23.87100(N)    071 18 42.70300(W) AD(       ) 3
 LW2396
 LW2396.Superseded values are not recommended for survey control.
 LW2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2396.See file dsdata.txt to determine how the superseded data were derived.
 LW2396
 LW2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0739908694(NAD 83)
 LW2396
 LW2396  HISTORY     - Date     Condition        Report By
 LW2396  HISTORY     - 1843     MONUMENTED       COASUR
 LW2396  HISTORY     - 1869     SEE DESCRIPTION  CGS
 LW2396
 LW2396                          STATION DESCRIPTION
 LW2396
 LW2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1869
 LW2396'STATION IS ON THE SUMMIT OF A HILL ON THE E SIDE OF
 LW2396'PRUDENCE ISLAND, NARRAGANSETT BAY, ABOUT FOUR TENTHS
 LW2396'OF A MILE WNW OF THE LIGHTHOUSE ON SAND POINT.  THE STATION
 LW2396'WAS MARKED ORIGINALLY BY A BURIED EARTHENWARE CONE, BUT
 LW2396'THIS COULD NOT BE FOUND IN 1869.  THE STATION IS PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2455 ***********************************************************************
 LW2455  DESIGNATION -  PRUDENCE 2 1869
 LW2455  PID         -  LW2455
 LW2455  STATE/COUNTY-  RI/NEWPORT
 LW2455  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2455
 LW2455                         *CURRENT SURVEY CONTROL
 LW2455  ___________________________________________________________________
 LW2455* NAD 83(1996)-  41 36 22.06991(N)    071 18 40.11165(W)     ADJUSTED  
 LW2455* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 LW2455  ___________________________________________________________________
 LW2455  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW2455  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW2455
 LW2455  HORZ ORDER  -  THIRD
 LW2455
 LW2455.The horizontal coordinates were established by classical geodetic methods
 LW2455.and adjusted by the National Geodetic Survey in August 1998..
 LW2455
 LW2455.The orthometric height was scaled from a topographic map.
 LW2455
 LW2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2455
 LW2455.The geoid height was determined by GEOID03.
 LW2455
 LW2455;                    North         East     Units Scale Factor Converg.
 LW2455;SPC RI       -    58,079.024   115,743.042   MT  0.99999680   +0 07 31.5
 LW2455;SPC RI       -   190,547.60    379,733.63   sFT  0.99999680   +0 07 31.5
 LW2455;UTM  19      - 4,608,626.707   307,414.662   MT  1.00005644   -1 32 06.3
 LW2455
 LW2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2455!SPC RI       -   0.99999641  x   0.99999680  =   0.99999321
 LW2455!UTM  19      -   0.99999641  x   1.00005644  =   1.00005285
 LW2455
 LW2455:                Primary Azimuth Mark                     Grid Az
 LW2455:SPC RI       -  QUAKER 1836                              118 54 33.4
 LW2455:UTM  19      -  QUAKER 1836                              120 34 11.2
 LW2455
 LW2455|---------------------------------------------------------------------|
 LW2455| PID    Reference Object                     Distance      Geod. Az  |
 LW2455|                                                           dddmmss.s |
 LW2455| LW2452 QUAKER 1836                         APPROX. 5.4 KM 1190204.9 |
 LW2455| LW2460 ANDERSONS BARN CUPOLA               APPROX. 5.3 KM 1595444.1 |
 LW2455|---------------------------------------------------------------------|
 LW2455
 LW2455                          SUPERSEDED SURVEY CONTROL
 LW2455
 LW2455  NAD 83(1996)-  41 36 22.06956(N)    071 18 40.11130(W) AD(       ) 3
 LW2455  NAD 83(1992)-  41 36 22.06824(N)    071 18 40.11084(W) AD(       ) 3
 LW2455  NAD 83(1992)-  41 36 22.06777(N)    071 18 40.11074(W) AD(       ) 3
 LW2455  NAD 83(1986)-  41 36 22.06795(N)    071 18 40.10932(W) AD(       ) 3
 LW2455  NAD 27      -  41 36 21.68800(N)    071 18 41.93800(W) AD(       ) 3
 LW2455
 LW2455.Superseded values are not recommended for survey control.
 LW2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2455.See file dsdata.txt to determine how the superseded data were derived.
 LW2455
 LW2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0741508627(NAD 83)
 LW2455
 LW2455  HISTORY     - Date     Condition        Report By
 LW2455  HISTORY     - 1869     MONUMENTED       COASUR
 LW2455  HISTORY     - 1897     SEE DESCRIPTION  CGS
 LW2455
 LW2455                          STATION DESCRIPTION
 LW2455
 LW2455'DESCRIBED BY COAST AND GEODETIC SURVEY 1897
 LW2455'THE COMPUTATION SHOWS THAT THIS STATION WAS ABOUT 70 METERS TO
 LW2455'THE SOUTHWARD OF PRUDENCE.  IT WAS NOT FOUND IN 1897, AND IS
 LW2455'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2451 ***********************************************************************
 LW2451  DESIGNATION -  PRUDENCE 3 1897
 LW2451  PID         -  LW2451
 LW2451  STATE/COUNTY-  RI/NEWPORT
 LW2451  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2451
 LW2451                         *CURRENT SURVEY CONTROL
 LW2451  ___________________________________________________________________
 LW2451* NAD 83(1996)-  41 36 22.07342(N)    071 18 40.12184(W)     ADJUSTED  
 LW2451* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 LW2451  ___________________________________________________________________
 LW2451  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW2451  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW2451
 LW2451  HORZ ORDER  -  THIRD
 LW2451
 LW2451.The horizontal coordinates were established by classical geodetic methods
 LW2451.and adjusted by the National Geodetic Survey in August 1998..
 LW2451
 LW2451.The orthometric height was scaled from a topographic map.
 LW2451
 LW2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2451
 LW2451.The geoid height was determined by GEOID03.
 LW2451
 LW2451;                    North         East     Units Scale Factor Converg.
 LW2451;SPC RI       -    58,079.132   115,742.806   MT  0.99999680   +0 07 31.4
 LW2451;SPC RI       -   190,547.95    379,732.86   sFT  0.99999680   +0 07 31.4
 LW2451;UTM  19      - 4,608,626.821   307,414.429   MT  1.00005644   -1 32 06.3
 LW2451
 LW2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2451!SPC RI       -   0.99999641  x   0.99999680  =   0.99999321
 LW2451!UTM  19      -   0.99999641  x   1.00005644  =   1.00005285
 LW2451
 LW2451:                Primary Azimuth Mark                     Grid Az
 LW2451:SPC RI       -  MOUNT HOPE 2                             037 59 55.6
 LW2451:UTM  19      -  MOUNT HOPE 2                             039 39 33.3
 LW2451
 LW2451|---------------------------------------------------------------------|
 LW2451| PID    Reference Object                     Distance      Geod. Az  |
 LW2451|                                                           dddmmss.s |
 LW2451| LW1616 MOUNT HOPE 2                        APPROX. 9.6 KM 0380727.0 |
 LW2451| LW2357 BRISTOL FERRY LIGHTHOUSE            APPROX. 5.9 KM 0460612.8 |
 LW2451| LW2344 MUSSEL BED SHOALS LIGHTHOUSE        APPROX. 5.4 KM 0515216.1 |
 LW2451| LW2377 GOULD IS LIGHTHOUSE                 APPROX. 8.4 KM 1983001.3 |
 LW2451|---------------------------------------------------------------------|
 LW2451
 LW2451                          SUPERSEDED SURVEY CONTROL
 LW2451
 LW2451  NAD 83(1996)-  41 36 22.07319(N)    071 18 40.12151(W) AD(       ) 3
 LW2451  NAD 83(1992)-  41 36 22.07190(N)    071 18 40.12075(W) AD(       ) 3
 LW2451  NAD 83(1992)-  41 36 22.07111(N)    071 18 40.12106(W) AD(       ) 3
 LW2451  NAD 83(1986)-  41 36 22.07145(N)    071 18 40.11959(W) AD(       ) 3
 LW2451  NAD 27      -  41 36 21.69200(N)    071 18 41.95700(W) AD(       ) 3
 LW2451
 LW2451.Superseded values are not recommended for survey control.
 LW2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2451.See file dsdata.txt to determine how the superseded data were derived.
 LW2451
 LW2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0741408627(NAD 83)
 LW2451
 LW2451  HISTORY     - Date     Condition        Report By
 LW2451  HISTORY     - 1897     MONUMENTED       CGS
 LW2451  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2451
 LW2451                          STATION DESCRIPTION
 LW2451
 LW2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2451'THE COMPUTATION SHOWS THAT THIS STATION WAS 0.9 METER
 LW2451'E OF PRUDENCE 2 AND ABOUT 70 METERS TO THE SOUTHWARD
 LW2451'OF PRUDENCE.  IT WAS NOT FOUND IN 1912, AND IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2398 ***********************************************************************
 LW2398  DESIGNATION -  PRUDENCE 4
 LW2398  PID         -  LW2398
 LW2398  STATE/COUNTY-  RI/NEWPORT
 LW2398  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2398
 LW2398                         *CURRENT SURVEY CONTROL
 LW2398  ___________________________________________________________________
 LW2398* NAD 83(1996)-  41 36 27.39212(N)    071 18 42.45812(W)     ADJUSTED  
 LW2398* NAVD 88     -        54.9    (meters)     180.     (feet)  VERTCON   
 LW2398  ___________________________________________________________________
 LW2398  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW2398  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW2398
 LW2398  HORZ ORDER  -  FIRST
 LW2398
 LW2398.The horizontal coordinates were established by classical geodetic methods
 LW2398.and adjusted by the National Geodetic Survey in August 1998..
 LW2398
 LW2398.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2398
 LW2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2398
 LW2398.The geoid height was determined by GEOID03.
 LW2398
 LW2398;                    North         East     Units Scale Factor Converg.
 LW2398;SPC RI       -    58,243.103   115,688.351   MT  0.99999678   +0 07 29.9
 LW2398;SPC RI       -   191,085.91    379,554.20   sFT  0.99999678   +0 07 29.9
 LW2398;UTM  19      - 4,608,792.312   307,364.745   MT  1.00005668   -1 32 08.0
 LW2398
 LW2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2398!SPC RI       -   0.99999606  x   0.99999678  =   0.99999284
 LW2398!UTM  19      -   0.99999606  x   1.00005668  =   1.00005274
 LW2398
 LW2398|---------------------------------------------------------------------|
 LW2398| PID    Reference Object                     Distance      Geod. Az  |
 LW2398|                                                           dddmmss.s |
 LW2398| CB8431 PRUDENCE 4 RM 2                      20.715 METERS 01841     |
 LW2398| LW2335 BRISTOL PREMIER THREAD CO TANK      APPROX. 7.6 KM 0203301.6 |
 LW2398| LW2329 BRISTOL DEVELOPMENT CO TANK         APPROX. 7.2 KM 0232338.8 |
 LW2398| LW2340 BRISTOL KAISER ALUM CO TANK         APPROX. 8.1 KM 0255216.7 |
 LW2398| CB8432 PRUDENCE 4 RM 3                      70.619 METERS 02703     |
 LW2398| LW2403 PORTSMOUTH WEYERHAEUSER CO TK       APPROX. 4.6 KM 0662234.8 |
 LW2398| LW2401 PORTSMOUTH WATER DIST SPIPE         APPROX. 5.2 KM 0801127.7 |
 LW2398| LW2416 PORTSMOUTH CHECKERED STANDPIPE      APPROX. 5.5 KM 1182136.4 |
 LW2398| LW2419 QUAKER 4                            APPROX. 5.4 KM 1184313.3 |
 LW2398| LW2428 MELVILLE RAYTHEON MFG CO TANK       APPROX. 4.5 KM 1451552.7 |
 LW2398| LW2409 PRUDENCE ISLAND US NAVY TANK        APPROX. 2.2 KM 2073616.5 |
 LW2398| LW2489 QUONSET NAVAL AIR STA S TANK        APPROX. 9.3 KM 2575849.3 |
 LW2398| CB8430 PRUDENCE 4 RM 1                      13.689 METERS 25807     |
 LW2398| LW2498 QUONSET NAS RADAR DOME              APPROX. 9.1 KM 2600440.8 |
 LW2398| LW2496 QUONSET NAVAL AIR STA N TANK        APPROX. 9.4 KM 2621011.3 |
 LW2398| LW2502 DAVISVILLE CB TANK 5                APPROX.13.3 KM 2680155.9 |
 LW2398| LW2501 CAMP THOMAS EAST TANK               APPROX.10.2 KM 2680705.9 |
 LW2398| LW2500 CAMP THOMAS WEST TANK               APPROX.11.5 KM 2695506.4 |
 LW2398| LW2499 DAVISVILLE CB TANK 4                APPROX.13.2 KM 2703319.0 |
 LW2398| LW2503 CAMP ENDICOTT ELEVATED TANK         APPROX. 8.9 KM 2751558.7 |
 LW2398| LW2557 WARWICK NECK SEM WATER TOWER        APPROX.10.1 KM 3265914.2 |
 LW2398| LW2549 WARWICK MUNICIPAL TANK              APPROX.10.2 KM 3280704.2 |
 LW2398|---------------------------------------------------------------------|
 LW2398
 LW2398                          SUPERSEDED SURVEY CONTROL
 LW2398
 LW2398  NAD 83(1996)-  41 36 27.39167(N)    071 18 42.45772(W) AD(       ) 1
 LW2398  NAD 83(1992)-  41 36 27.39054(N)    071 18 42.45732(W) AD(       ) 1
 LW2398  NAD 83(1992)-  41 36 27.39011(N)    071 18 42.45709(W) AD(       ) 1
 LW2398  NAD 83(1986)-  41 36 27.39053(N)    071 18 42.45583(W) AD(       ) 1
 LW2398  NAD 27      -  41 36 27.02053(N)    071 18 44.26790(W) AD(       ) 1
 LW2398  NGVD 29 (07/19/86)   55.2    (m)          181.     (f) VERT ANG       
 LW2398
 LW2398.Superseded values are not recommended for survey control.
 LW2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2398.See file dsdata.txt to determine how the superseded data were derived.
 LW2398
 LW2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0736508792(NAD 83)
 LW2398_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2398+STABILITY: SURFACE MOTION
 LW2398
 LW2398  HISTORY     - Date     Condition        Report By
 LW2398  HISTORY     - 1968     MONUMENTED       CGS
 LW2398
 LW2398                          STATION DESCRIPTION
 LW2398
 LW2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2398'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF PORTSMOUTH,
 LW2398'1-1/2 MILES SOUTH OF THE NORTH SHORE OF PRUDENCE ISLAND, ON THE
 LW2398'HIGHEST POINT ON PRUDENCE ISLAND AND ON PROPERTY OWNED BY RHODE
 LW2398'ISLAND HERITAGE FOUNDATION.
 LW2398'
 LW2398'STATION WAS REACHED BY TAKING A FERRY FROM THE MELVILLE NAVAL
 LW2398'BASE TO THE FERRY LANDING OF THE PRUDENCE ISLAND NAVAL BASE.  TO
 LW2398'REACH THE STATION FROM THE FERRY LANDING ON PRUDENCE ISLAND, GO
 LW2398'WEST AND NORTH ON A PAVED ROAD FOR 0.8 MILE TO A
 LW2398'CROSSROAD.  CONTINUE NORTH ON THE PAVED ROAD FOR 0.05 MILE TO
 LW2398'A GATE.  (ENTRANCE TO THE NAVY BASE) PASS THROUGH THE GATE
 LW2398'AND CONTINUE NORTHERLY ON A GRAVELED ROAD FOR 0.85 MILE TO A T
 LW2398'INTERSECTION.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 LW2398'0.7 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTHERLY ON A
 LW2398'GRAVELED ROAD FOR 1.4 MILES TO A SIDE ROAD LEFT AND THE
 LW2398'PUBLIC FERRY LANDING ON THE RIGHT.  TURN LEFT AND GO WEST
 LW2398'ON A GRAVELED ROAD FOR 0.2 MILE TO A T INTERSECTION.  TURN
 LW2398'LEFT AND GO SOUTH ON A TRACK ROAD FOR 0.3 MILE TO A FORK.
 LW2398'TAKE THE RIGHT FORK AND GO WEST ON A GRAVELED ROAD FOR 0.15
 LW2398'MILE TO A TWO STORY HOUSE ON THE RIGHT AND A SIDE ROAD LEFT.
 LW2398'TURN LEFT AND GO SOUTH ON A TRACK ROAD FOR 0.45 MILE TO A DIM
 LW2398'SIDE ROAD LEFT.  TURN LEFT AND GO EAST AND SOUTH ON THE DIM ROAD
 LW2398'FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 LW2398'
 LW2398'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 LW2398'
 LW2398'STATION MARK, STAMPED PRUDENCE 4 1968 PROJECTS 4 INCHES.  IT IS
 LW2398'19 FEET WEST OF A 5-INCH MAPLE TREE, 17.5 FEET EAST OF THE CENTER
 LW2398'OF THE DIM TRACK ROAD AND 16.5 FEET NORTH OF A METAL WITNESS POST.
 LW2398'
 LW2398'RM 1, STAMPED PRUDENCE 4 NO 1 1968 PROJECTS 2 INCHES.  IT IS
 LW2398'17.5 FEET WEST OF THE CENTER OF THE DIM TRACK ROAD, 1.5 FEET
 LW2398'SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A 4 X 5 X 3 FOOT
 LW2398'BOULDER.
 LW2398'
 LW2398'RM 2, STAMPED PRUDENCE 4 NO 2 1968 PROJECTS 5 INCHES.  IT IS
 LW2398'10 FEET NORTH OF THE CENTER OF THE DIM TRACK ROAD AND 1.7 FEET
 LW2398'EAST OF A METAL WITNESS POST.
 LW2398'
 LW2398'RM 3, STAMPED PRUDENCE 4 NO 3 1968 PROJECTS 4 INCHES.  IT IS 13
 LW2398'FEET NORTHWEST OF A 4-INCH OAK TREE AND 1.6 FEET EAST OF A METAL
 LW2398'WITNESS POST.
 LW2398'
 LW2398'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2397 ***********************************************************************
 LW2397  DESIGNATION -  PRUDENCE ISLAND LIGHTHOUSE
 LW2397  PID         -  LW2397
 LW2397  STATE/COUNTY-  RI/NEWPORT
 LW2397  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2397
 LW2397                         *CURRENT SURVEY CONTROL
 LW2397  ___________________________________________________________________
 LW2397* NAD 83(1996)-  41 36 21.16801(N)    071 18 12.76836(W)     ADJUSTED  
 LW2397* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 LW2397  ___________________________________________________________________
 LW2397  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 LW2397  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW2397
 LW2397  HORZ ORDER  -  THIRD
 LW2397
 LW2397.The horizontal coordinates were established by classical geodetic methods
 LW2397.and adjusted by the National Geodetic Survey in August 1998..
 LW2397
 LW2397.The orthometric height was scaled from a topographic map.
 LW2397
 LW2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2397
 LW2397.The geoid height was determined by GEOID03.
 LW2397
 LW2397;                    North         East     Units Scale Factor Converg.
 LW2397;SPC RI       -    58,052.613   116,376.249   MT  0.99999705   +0 07 49.6
 LW2397;SPC RI       -   190,460.95    381,811.08   sFT  0.99999705   +0 07 49.6
 LW2397;UTM  19      - 4,608,581.956   308,046.874   MT  1.00005345   -1 31 48.1
 LW2397
 LW2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2397!SPC RI       -   0.99999640  x   0.99999705  =   0.99999345
 LW2397!UTM  19      -   0.99999640  x   1.00005345  =   1.00004985
 LW2397
 LW2397:                Primary Azimuth Mark                     Grid Az
 LW2397:SPC RI       -  BRISTOL KAISER ALUM CO STACK             019 50 48.8
 LW2397:UTM  19      -  BRISTOL KAISER ALUM CO STACK             021 30 26.5
 LW2397
 LW2397|---------------------------------------------------------------------|
 LW2397| PID    Reference Object                     Distance      Geod. Az  |
 LW2397|                                                           dddmmss.s |
 LW2397| LW2333 BRISTOL KAISER ALUM CO STACK        APPROX. 7.9 KM 0195838.4 |
 LW2397| LW2340 BRISTOL KAISER ALUM CO TANK         APPROX. 8.1 KM 0205217.2 |
 LW2397| LW2402 WHITE CONCRETE STACK                APPROX. 3.9 KM 0564158.3 |
 LW2397| LW2403 PORTSMOUTH WEYERHAEUSER CO TK       APPROX. 4.0 KM 0595824.1 |
 LW2397| LW2407 MELVILLE GRAY TANK                  APPROX. 2.2 KM 1395706.2 |
 LW2397| LW2411 MELVILLE YELLOW STACK               APPROX. 2.4 KM 1425230.5 |
 LW2397| LW2412 MELVILLE RED STACK                  APPROX. 2.4 KM 1440235.9 |
 LW2397| LW2421 DYER ISLAND                         APPROX. 2.6 KM 1702258.5 |
 LW2397|---------------------------------------------------------------------|
 LW2397
 LW2397                          SUPERSEDED SURVEY CONTROL
 LW2397
 LW2397  NAD 83(1996)-  41 36 21.16768(N)    071 18 12.76816(W) AD(       ) 3
 LW2397  NAD 83(1992)-  41 36 21.16637(N)    071 18 12.76747(W) AD(       ) 3
 LW2397  NAD 83(1992)-  41 36 21.16591(N)    071 18 12.76728(W) AD(       ) 3
 LW2397  NAD 83(1986)-  41 36 21.16628(N)    071 18 12.76572(W) AD(       ) 3
 LW2397  NAD 27      -  41 36 20.79800(N)    071 18 14.58700(W) AD(       ) 3
 LW2397
 LW2397.Superseded values are not recommended for survey control.
 LW2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2397.See file dsdata.txt to determine how the superseded data were derived.
 LW2397
 LW2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0804708582(NAD 83)
 LW2397
 LW2397  HISTORY     - Date     Condition        Report By
 LW2397  HISTORY     - UNK      MONUMENTED
 LW2397  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2397
 LW2397                          STATION DESCRIPTION
 LW2397
 LW2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2397'STATION RECOVERED IN GOOD CONDITION.
 LW2397'
 LW2397'THIS IS PRUDENCE ISLAND LIGHT 523 IN COMPLETE LIST OF LIGHTS
 LW2397'AND OTHER MARINE AIDS, ATLANTIC COAST OF THE UNITED STATES, 1956
 LW2397'EDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2409 ***********************************************************************
 LW2409  DESIGNATION -  PRUDENCE ISLAND US NAVY TANK
 LW2409  PID         -  LW2409
 LW2409  STATE/COUNTY-  RI/NEWPORT
 LW2409  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2409
 LW2409                         *CURRENT SURVEY CONTROL
 LW2409  ___________________________________________________________________
 LW2409* NAD 83(1996)-  41 35 24.09819(N)    071 19 26.54109(W)     ADJUSTED  
 LW2409* NAVD 88     -                                                        
 LW2409  ___________________________________________________________________
 LW2409  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LW2409  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2409
 LW2409  HORZ ORDER  -  THIRD
 LW2409
 LW2409.The horizontal coordinates were established by classical geodetic methods
 LW2409.and adjusted by the National Geodetic Survey in August 1998..
 LW2409
 LW2409
 LW2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2409
 LW2409.The geoid height was determined by GEOID03.
 LW2409
 LW2409;                    North         East     Units Scale Factor Converg.
 LW2409;SPC RI       -    56,288.246   114,671.599   MT  0.99999640   +0 07 00.5
 LW2409;SPC RI       -   184,672.35    376,218.40   sFT  0.99999640   +0 07 00.5
 LW2409;UTM  19      - 4,606,867.613   306,291.716   MT  1.00006178   -1 32 35.4
 LW2409
 LW2409                          SUPERSEDED SURVEY CONTROL
 LW2409
 LW2409  NAD 83(1996)-  41 35 24.09788(N)    071 19 26.54052(W) AD(       ) 4
 LW2409  NAD 83(1992)-  41 35 24.09658(N)    071 19 26.54033(W) AD(       ) 4
 LW2409  NAD 83(1992)-  41 35 24.09607(N)    071 19 26.54014(W) AD(       ) 4
 LW2409  NAD 83(1986)-  41 35 24.09600(N)    071 19 26.53911(W) AD(       ) 4
 LW2409  NAD 27      -  41 35 23.72533(N)    071 19 28.35077(W) AD(       ) 3
 LW2409
 LW2409.Superseded values are not recommended for survey control.
 LW2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2409.See file dsdata.txt to determine how the superseded data were derived.
 LW2409
 LW2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0629206868(NAD 83)
 LW2409
 LW2409  HISTORY     - Date     Condition        Report By
 LW2409  HISTORY     - 1969     MONUMENTED       CGS
 LW2409
 LW2409                          STATION DESCRIPTION
 LW2409
 LW2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW2409'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF PORTSMOUTH,
 LW2409'1/2 MILE WEST OF THE EAST EDGE OF PRUDENCE ISLAND AND AT THE REAR
 LW2409'OF THE PRUDENCE ISLAND NAVAL BASE HEADQUARTERS BUILDING.
 LW2409'
 LW2409'STATION WAS REACHED BY TAKING A FERRY FROM THE MELVILLE NAVAL
 LW2409'BASE TO THE FERRY LANDING OF THE PRUDENCE ISLAND NAVAL BASE.  TO
 LW2409'REACH THE STATION FROM THE FERRY LANDING GO WEST ON A PAVED ROAD
 LW2409'FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 LW2409'
 LW2409'THE STATION IS A FOUR LEGGED, SELF SUPPORTED, GREEN WATER
 LW2409'TANK APPROXIMATELY 125 FEET IN HEIGHT.
 LW2409'
 LW2409'THE POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2327 ***********************************************************************
 LW2327  DESIGNATION -  PRUDENCE USE 1909
 LW2327  PID         -  LW2327
 LW2327  STATE/COUNTY-  RI/NEWPORT
 LW2327  USGS QUAD   -  BRISTOL (1975)
 LW2327
 LW2327                         *CURRENT SURVEY CONTROL
 LW2327  ___________________________________________________________________
 LW2327* NAD 83(1996)-  41 39 33.11189(N)    071 20 29.48299(W)     ADJUSTED  
 LW2327* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW2327  ___________________________________________________________________
 LW2327  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 LW2327  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW2327
 LW2327  HORZ ORDER  -  THIRD
 LW2327
 LW2327.The horizontal coordinates were established by classical geodetic methods
 LW2327.and adjusted by the National Geodetic Survey in August 1998..
 LW2327
 LW2327.The orthometric height was scaled from a topographic map.
 LW2327
 LW2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2327
 LW2327.The geoid height was determined by GEOID03.
 LW2327
 LW2327;                    North         East     Units Scale Factor Converg.
 LW2327;SPC RI       -    63,967.865   113,199.681   MT  0.99999589   +0 06 19.2
 LW2327;SPC RI       -   209,867.90    371,389.29   sFT  0.99999589   +0 06 19.2
 LW2327;UTM  19      - 4,614,587.201   305,042.944   MT  1.00006775   -1 33 24.8
 LW2327
 LW2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2327!SPC RI       -   1.00000330  x   0.99999589  =   0.99999919
 LW2327!UTM  19      -   1.00000330  x   1.00006775  =   1.00007105
 LW2327
 LW2327:                Primary Azimuth Mark                     Grid Az
 LW2327:SPC RI       -  SHANTY                                   097 07 01.5
 LW2327:UTM  19      -  SHANTY                                   098 46 45.5
 LW2327
 LW2327|---------------------------------------------------------------------|
 LW2327| PID    Reference Object                     Distance      Geod. Az  |
 LW2327|                                                           dddmmss.s |
 LW2327| LW2354 SHANTY                              APPROX. 3.1 KM 0971320.7 |
 LW2327| LW2356 HOG ISLAND SEARCHLIGHT              APPROX. 5.4 KM 1084436.5 |
 LW2327| LW2350 POTTERS COVE WINDMILL               APPROX. 2.3 KM 1862934.4 |
 LW2327| LW2326 PATIENCE                            APPROX. 1.2 KM 2701617.3 |
 LW2327| LW2330 NORTH POINT HOUSE CHIMNEY           APPROX. 0.9 KM 3412157.5 |
 LW2327| LW2321 CONIMICUT LIGHTHOUSE                APPROX. 6.4 KM 3572042.3 |
 LW2327|---------------------------------------------------------------------|
 LW2327
 LW2327                          SUPERSEDED SURVEY CONTROL
 LW2327
 LW2327  NAD 83(1996)-  41 39 33.11159(N)    071 20 29.48282(W) AD(       ) 3
 LW2327  NAD 83(1992)-  41 39 33.11024(N)    071 20 29.48205(W) AD(       ) 3
 LW2327  NAD 83(1992)-  41 39 33.10981(N)    071 20 29.48205(W) AD(       ) 3
 LW2327  NAD 83(1986)-  41 39 33.11025(N)    071 20 29.48109(W) AD(       ) 3
 LW2327  NAD 27      -  41 39 32.74400(N)    071 20 31.31100(W) AD(       ) 3
 LW2327
 LW2327.Superseded values are not recommended for survey control.
 LW2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2327.See file dsdata.txt to determine how the superseded data were derived.
 LW2327
 LW2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0504314587(NAD 83)
 LW2327
 LW2327  HISTORY     - Date     Condition        Report By
 LW2327  HISTORY     - 1909     MONUMENTED       CGS
 LW2327  HISTORY     - 1913     SEE DESCRIPTION  CGS
 LW2327  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2327  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2327
 LW2327                          STATION DESCRIPTION
 LW2327
 LW2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW2327'STATION IS ABOUT 1/2 MILE S OF THE N POINT OF PRUDENCE ISLAND AND
 LW2327'300 METERS NW OF BEAR POINT.  THE STATION IS 90.1 METERS (295.5
 LW2327'FEET) WSW OF THE CORNER OF A STONE WALL AND IS MARKED BY A
 LW2327'DRILLED HOLE WITHIN A TRIANGLE CUT IN AN OUTCROPPING ROCK.  TWO
 LW2327'REFERENCE MARKS, EACH A DRILL HOLE AND ARROW CUT IN A ROCK, ARE,
 LW2327'RESPECTIVELY, 16.06 METERS (52.7 FEET) E BY N AND 5.94 METERS
 LW2327'(19.5 FEET) S FROM THE STATION.
 LW2327
 LW2327                          STATION RECOVERY (1944)
 LW2327
 LW2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RMB)
 LW2327'STATION IS NOW MARKED BY A STANDARD TRIANGULATION STATION MARK
 LW2327'OF THE COMMISSION OF SHELL FISHERIES - STATE OF RHODE ISLAND,
 LW2327'STAMPED NO. 80.  A STANDARD COMMISSION OF SHELL FISHERIES
 LW2327'REFERENCE DISK IDENTICAL TO THE FORMER REFERENCE MARK IS 16.06
 LW2327'METERS FROM THE STATION AND IS STAMPED NO. 80, 52.78.  THE FORMER
 LW2327'REFERENCE MARK, A DRILL HOLE 5.94 METERS SOUTH OF THE STATION,
 LW2327'WAS FOUND AS DESCRIBED.  THE STATION IS ON THE TOP OF THE
 LW2327'NARROW RIDGE RUNNING NORTHWESTERNLY FROM BEAR POINT, 121 METERS
 LW2327'SOUTH OF A INTERSECTION OF STONE FENCES, ABOUT 25 FT WEST OF THE
 LW2327'PROLONG LINE OF THE WALL RUNNING NORTHERNLY FROM THE ABOVE
 LW2327'MENTIONED INTERSECTION.
 LW2327
 LW2327                          STATION RECOVERY (1956)
 LW2327
 LW2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2327'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 LW2327'CONDITION.  THE DISTANCE TO THE REFERENCE MARK WAS MEASURED AND
 LW2327'FOUND TO BE CORRECT.  THE 1944 RECOVERY NOTE BY R.M.B. IS
 LW2327'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2924 ***********************************************************************
 LW2924  DESIGNATION -  PT JUDITH 2
 LW2924  PID         -  LW2924
 LW2924  STATE/COUNTY-  RI/WASHINGTON
 LW2924  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2924
 LW2924                         *CURRENT SURVEY CONTROL
 LW2924  ___________________________________________________________________
 LW2924* NAD 83(1996)-  41 22 18.48266(N)    071 29 20.80843(W)     ADJUSTED  
 LW2924* NAVD 88     -         9.62   (+/-2cm)      31.6    (feet)  VERTCON   
 LW2924  ___________________________________________________________________
 LW2924  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 LW2924  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW2924
 LW2924  HORZ ORDER  -  THIRD
 LW2924  VERT ORDER  -  THIRD ? (See Below)
 LW2924
 LW2924.The horizontal coordinates were established by classical geodetic methods
 LW2924.and adjusted by the National Geodetic Survey in August 1998..
 LW2924.No horizontal observational check was made to the station.
 LW2924
 LW2924.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2924.The vertical order pertains to the NGVD 29 superseded value.
 LW2924
 LW2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2924
 LW2924.The geoid height was determined by GEOID03.
 LW2924
 LW2924;                    North         East     Units Scale Factor Converg.
 LW2924;SPC RI       -    32,036.559   100,910.770   MT  0.99999376   +0 00 25.9
 LW2924;SPC RI       -   105,106.61    331,071.42   sFT  0.99999376   +0 00 25.9
 LW2924;UTM  19      - 4,583,021.397   291,834.121   MT  1.00013332   -1 38 44.7
 LW2924
 LW2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2924!SPC RI       -   1.00000325  x   0.99999376  =   0.99999701
 LW2924!UTM  19      -   1.00000325  x   1.00013332  =   1.00013658
 LW2924
 LW2924:                Primary Azimuth Mark                     Grid Az
 LW2924:SPC RI       -  POINT JUDITH TANK                        013 40 00.0
 LW2924:UTM  19      -  POINT JUDITH TANK                        015 19 10.6
 LW2924
 LW2924|---------------------------------------------------------------------|
 LW2924| PID    Reference Object                     Distance      Geod. Az  |
 LW2924|                                                           dddmmss.s |
 LW2924| LW2925 POINT JUDITH TANK                   APPROX. 2.1 KM 0134025.9 |
 LW2924| CB8436 PT JUDITH RM 5                       36.616 METERS 06248     |
 LW2924| CB8437 PT JUDITH 2 RM 6                      7.577 METERS 10303     |
 LW2924| LW0661 POINT JUDITH                         10.365 METERS 23049     |
 LW2924|---------------------------------------------------------------------|
 LW2924
 LW2924                          SUPERSEDED SURVEY CONTROL
 LW2924
 LW2924  NAD 83(1996)-  41 22 18.48169(N)    071 29 20.80727(W) AD(       ) 3
 LW2924  NAD 83(1992)-  41 22 18.48129(N)    071 29 20.80774(W) AD(       ) 3
 LW2924  NAD 83(1992)-  41 22 18.48004(N)    071 29 20.80749(W) AD(       ) 3
 LW2924  NAD 83(1986)-  41 22 18.47955(N)    071 29 20.80700(W) AD(       ) 3
 LW2924  NAD 27      -  41 22 18.11296(N)    071 29 22.59862(W) AD(       ) 3
 LW2924  NGVD 29 (07/19/86)    9.90   (m)           32.5    (f) LEVELING    3  
 LW2924
 LW2924.Superseded values are not recommended for survey control.
 LW2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2924.See file dsdata.txt to determine how the superseded data were derived.
 LW2924
 LW2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9183483021(NAD 83)
 LW2924_MARKER: DS = TRIANGULATION STATION DISK
 LW2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2924+STABILITY: SURFACE MOTION
 LW2924
 LW2924  HISTORY     - Date     Condition        Report By
 LW2924  HISTORY     - 1979     MONUMENTED       NGS
 LW2924  HISTORY     - 19940901 GOOD             USPSQD
 LW2924
 LW2924                          STATION DESCRIPTION
 LW2924
 LW2924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW2924'THIS STATION WAS ESTABLISHED DUE TO PT JUDITH USE 1940 BEING IN THE
 LW2924'WAY OF CONSTRUCTION.
 LW2924'
 LW2924'THE STATION IS LOCATED ON POINT JUDITH, ABOUT 4 MILES SOUTH OF
 LW2924'WAKEFIELD.  IT IS IN THE HARBORVIEW SUB-DIVISION AND IS ON THE
 LW2924'PROPERTY LINE AT THE EDGE OF THE STREET BETWEEN LOTS NUMBER 11 AND 12.
 LW2924'
 LW2924'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 LW2924'HIGHWAY 108 AT THE EAST EDGE OF WAKEFIELD, GO SOUTH ON HIGHWAY 108
 LW2924'FOR 3.4 MILES TO A CROSSROAD.  CONTINUE SOUTH ON HIGHWAY 108 FOR 1.0
 LW2924'MILE TO A SIDE ROAD RIGHT.  TO REACH THE AZIMUTH MARK FROM THIS POINT,
 LW2924'GO EASTERLY ON HIGHWAY 108 FOR 0.1 MILE TO THE MARK ON THE LEFT.  TURN
 LW2924'RIGHT AND GO SOUTH ON WHITE SWAN DRIVE FOR 0.15 MILE TO THE STATION
 LW2924'ON THE LEFT.
 LW2924'
 LW2924'THE STATION MARK STAMPED---PT JUDITH USE 2 1979---IS A STANDARD DISK
 LW2924'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT IS 8 INCHES
 LW2924'UNDERGROUND.  IT IS 150 FEET WEST-SOUTHWEST OF A GRANITE POST WHICH
 LW2924'PROJECTS 6 FEET AND 25 FEET EAST-SOUTHEAST OF THE CENTER OF WHITE
 LW2924'SWAN DRIVE.
 LW2924'
 LW2924'REFERENCE MARK 5 STAMPED---PT JUDITH USE 1940 NO 5 1969---IS A
 LW2924'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2
 LW2924'FEET.  IT IS 106 FEET EAST-SOUTHEAST OF THE CENTER OF WHITE SWAN DRIVE
 LW2924'AND 38 FEET SOUTH-SOUTHWEST OF THE GRANITE POST.
 LW2924'
 LW2924'REFERENCE MARK 6 STAMPED---PT JUDITH USE 2 NO 6 1979---IS A STANDARD
 LW2924'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 3
 LW2924'INCHES UNDERGROUND.  IT IS ON THE PROPERTY LINE BETWEEN LOTS 11 AND
 LW2924'12, 138 FEET SOUTHWEST OF THE GRANITE POST AND 50 FEET EAST-SOUTHEAST
 LW2924'OF THE CENTER OF WHITE SWAN DRIVE.
 LW2924'
 LW2924'THE AZIMUTH MARK STAMPED---PT JUDITH USE 1940 1969---IS A STANDARD
 LW2924'DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 LW2924'WITH THE GROUND.  IT IS 30 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 LW2924'108 AND 2 FEET SOUTHWEST OF POWERLINE POLE NUMBER 809.
 LW2924'
 LW2924'THE AZIMUTH MARK WAS NOT CUT-IN DUE TO HEAVY BRUSH ON LINE.  THERE IS
 LW2924'A CHANCE THE MARK MAY SEE IN THE WINTER MONTHS.
 LW2924
 LW2924                          STATION RECOVERY (1994)
 LW2924
 LW2924'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2911 ***********************************************************************
 LW2911  DESIGNATION -  PT JUDITH CRF
 LW2911  PID         -  LW2911
 LW2911  STATE/COUNTY-  RI/WASHINGTON
 LW2911  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2911
 LW2911                         *CURRENT SURVEY CONTROL
 LW2911  ___________________________________________________________________
 LW2911* NAD 83(1996)-  41 21 54.55951(N)    071 29 16.04928(W)     ADJUSTED  
 LW2911* NAVD 88     -        10.51   (+/-2cm)      34.5    (feet)  VERTCON   
 LW2911  ___________________________________________________________________
 LW2911  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 LW2911  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW2911
 LW2911  HORZ ORDER  -  SECOND
 LW2911  VERT ORDER  -  THIRD ? (See Below)
 LW2911
 LW2911.The horizontal coordinates were established by classical geodetic methods
 LW2911.and adjusted by the National Geodetic Survey in August 1998..
 LW2911
 LW2911.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2911.The vertical order pertains to the NGVD 29 superseded value.
 LW2911
 LW2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2911
 LW2911.The geoid height was determined by GEOID03.
 LW2911
 LW2911;                    North         East     Units Scale Factor Converg.
 LW2911;SPC RI       -    31,298.543   101,021.471   MT  0.99999376   +0 00 29.0
 LW2911;SPC RI       -   102,685.30    331,434.61   sFT  0.99999376   +0 00 29.0
 LW2911;UTM  19      - 4,582,280.391   291,923.502   MT  1.00013286   -1 38 40.8
 LW2911
 LW2911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2911!SPC RI       -   1.00000312  x   0.99999376  =   0.99999688
 LW2911!UTM  19      -   1.00000312  x   1.00013286  =   1.00013598
 LW2911
 LW2911|---------------------------------------------------------------------|
 LW2911| PID    Reference Object                     Distance      Geod. Az  |
 LW2911|                                                           dddmmss.s |
 LW2911| LW2914 PT JUDITH DP                        356.076 METERS 09636     |
 LW2911| LW0664 REMBIJAS                            218.940 METERS 12854     |
 LW2911| LW0665 BATTERY 211                         401.655 METERS 1490538.8 |
 LW2911|---------------------------------------------------------------------|
 LW2911
 LW2911                          SUPERSEDED SURVEY CONTROL
 LW2911
 LW2911  NAD 83(1996)-  41 21 54.55854(N)    071 29 16.04809(W) AD(       ) 2
 LW2911  NAD 83(1992)-  41 21 54.55814(N)    071 29 16.04860(W) AD(       ) 2
 LW2911  NAD 83(1992)-  41 21 54.55688(N)    071 29 16.04832(W) AD(       ) 2
 LW2911  NAD 83(1986)-  41 21 54.55640(N)    071 29 16.04786(W) AD(       ) 2
 LW2911  NAD 27      -  41 21 54.18900(N)    071 29 17.83900(W) AD(       ) 2
 LW2911  NGVD 29 (07/19/86)   10.79   (m)           35.4    (f) LEVELING    3  
 LW2911
 LW2911.Superseded values are not recommended for survey control.
 LW2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2911.See file dsdata.txt to determine how the superseded data were derived.
 LW2911
 LW2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9192482280(NAD 83)
 LW2911_MARKER: DS = TRIANGULATION STATION DISK
 LW2911_SETTING: 0 = UNSPECIFIED SETTING
 LW2911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2911
 LW2911  HISTORY     - Date     Condition        Report By
 LW2911  HISTORY     - 1940     MONUMENTED       CGS
 LW2911  HISTORY     - 1943     GOOD             CGS
 LW2911  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 LW2911  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2911
 LW2911                          STATION DESCRIPTION
 LW2911
 LW2911'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2911'THE STATION IS AT POINT JUDITH, ABOUT 0.4 MI. NW OF THE LIGHTHOUSE
 LW2911'AND COAST GUARD STATION.  IT IS ON TOP OF A SMALL KNOLL, 73.5 FT.
 LW2911'NE OF THE NE CORNER OF THE NE ONE OF SEVERAL OVERNIGHT CABINS OF
 LW2911'THE POINT JUDITH AUTO CAMP.  IT IS 167 FT. NW OF NET AND T COMPANY
 LW2911'TELEPHONE POLE 1315 WHICH IS THE SECOND POLE N OF THE CORNER AND
 LW2911'IS ON THE W SIDE OF THE PAVED HIGHWAY.  IT IS A STANDARD DISK,
 LW2911'STAMPED PT JUDITH C R F 1940 AND SET IN THE TOP OF A CONCRETE POST
 LW2911'PROJECTING ABOUT 6 IN. ABOVE THE GROUND.
 LW2911'
 LW2911'THERE ARE NO REFERENCE MARKS.
 LW2911'
 LW2911'STATIONS POINT JUDITH (U.S.E.) AND POINT JUDITH D P ARE BOTH GOOD
 LW2911'AZIMUTH MARKS FOR THIS STATION.  A 4-FT. STAND WILL SEE 4-FT.
 LW2911'STANDS AT BOTH THESE STATIONS.
 LW2911'
 LW2911'TO REACH THE STATION FROM THE GATE AT THE POINT JUDITH COAST GUARD
 LW2911'STATION, DRIVE NW FOR 0.4 MI., THEN TURN RIGHT (N) AND DRIVE ABOUT
 LW2911'100 YDS. TO THE SECOND TELEPHONE POLE ON THE W SIDE OF THE ROAD.
 LW2911
 LW2911                          STATION RECOVERY (1943)
 LW2911
 LW2911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2911'STATION WAS RECOVERED AS DESCRIBED AND THE MARK WAS FOUND IN GOOD
 LW2911'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 LW2911'
 LW2911'STATION IS LOCATED ON POINT JUDITH, ABOUT 0.4 MI. NW OF THE
 LW2911'LIGHTHOUSE AND COAST GUARD STATION.  IT IS ON THE TOP OF A SMALL
 LW2911'KNOLL, 73.5 FT. NE OF THE NE CORNER OF THE NW ONE OF SEVERAL
 LW2911'OVERNIGHT CABINS OF THE POINT JUDITH AUTO CAMP.  IT IS 167 FT. NW
 LW2911'OF NEW ENGLAND TELEGRAPH AND TELEPHONE COMPANY TELEPHONE POLE 1315
 LW2911'WHICH IS THE SECOND POLE N OF THE CORNER AND IS ON THE W SIDE OF
 LW2911'THE PAVED HIGHWAY.  IT IS A STANDARD DISK, STAMPED PT JUDITH C R F
 LW2911'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 IN.
 LW2911'
 LW2911'THERE ARE NO REFERENCE MARKS.
 LW2911'
 LW2911'TO REACH THE STATION FROM THE COAST GUARD STATION GATE, DRIVE NW
 LW2911'FOR 0.4 MI.  TURN RIGHT AND GO ABOUT 100 YDS. TO THE SECOND
 LW2911'TELEPHONE POLE ON THE W SIDE OF THE ROAD.
 LW2911
 LW2911                          STATION RECOVERY (1974)
 LW2911
 LW2911'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LW2911'TIES AND DESCRIPTION DO NOT FIT.
 LW2911
 LW2911                          STATION RECOVERY (1994)
 LW2911
 LW2911'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2914 ***********************************************************************
 LW2914  DESIGNATION -  PT JUDITH DP
 LW2914  PID         -  LW2914
 LW2914  STATE/COUNTY-  RI/WASHINGTON
 LW2914  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2914
 LW2914                         *CURRENT SURVEY CONTROL
 LW2914  ___________________________________________________________________
 LW2914* NAD 83(1996)-  41 21 53.23360(N)    071 29 00.83000(W)     ADJUSTED  
 LW2914* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW2914  ___________________________________________________________________
 LW2914  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 LW2914  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW2914
 LW2914  HORZ ORDER  -  SECOND
 LW2914
 LW2914.The horizontal coordinates were established by classical geodetic methods
 LW2914.and adjusted by the National Geodetic Survey in August 1998..
 LW2914
 LW2914.The orthometric height was scaled from a topographic map.
 LW2914
 LW2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2914
 LW2914.The geoid height was determined by GEOID03.
 LW2914
 LW2914;                    North         East     Units Scale Factor Converg.
 LW2914;SPC RI       -    31,257.697   101,375.194   MT  0.99999377   +0 00 39.1
 LW2914;SPC RI       -   102,551.29    332,595.12   sFT  0.99999377   +0 00 39.1
 LW2914;UTM  19      - 4,582,229.353   292,275.949   MT  1.00013106   -1 38 30.7
 LW2914
 LW2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2914!SPC RI       -   1.00000402  x   0.99999377  =   0.99999779
 LW2914!UTM  19      -   1.00000402  x   1.00013106  =   1.00013508
 LW2914
 LW2914|---------------------------------------------------------------------|
 LW2914| PID    Reference Object                     Distance      Geod. Az  |
 LW2914|                                                           dddmmss.s |
 LW2914| CB8433 PT JUDITH OP RM 1                    91.858 METERS 20229     |
 LW2914| LW0665 BATTERY 211                         337.614 METERS 20554     |
 LW2914| LW0664 REMBIJAS                            207.221 METERS 24213     |
 LW2914| LW2911 PT JUDITH CRF                       356.076 METERS 27636     |
 LW2914| CB8434 PT JUDITH OP RM 2                    61.646 METERS 29231     |
 LW2914|---------------------------------------------------------------------|
 LW2914
 LW2914                          SUPERSEDED SURVEY CONTROL
 LW2914
 LW2914  NAD 83(1996)-  41 21 53.23264(N)    071 29 00.82880(W) AD(       ) 2
 LW2914  NAD 83(1992)-  41 21 53.23223(N)    071 29 00.82932(W) AD(       ) 2
 LW2914  NAD 83(1992)-  41 21 53.23098(N)    071 29 00.82903(W) AD(       ) 2
 LW2914  NAD 83(1986)-  41 21 53.23048(N)    071 29 00.82856(W) AD(       ) 2
 LW2914  NAD 27      -  41 21 52.86300(N)    071 29 02.62000(W) AD(       ) 2
 LW2914
 LW2914.Superseded values are not recommended for survey control.
 LW2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2914.See file dsdata.txt to determine how the superseded data were derived.
 LW2914
 LW2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9227682229(NAD 83)
 LW2914_MARKER: DS = TRIANGULATION STATION DISK
 LW2914_SETTING: 0 = UNSPECIFIED SETTING
 LW2914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2914
 LW2914  HISTORY     - Date     Condition        Report By
 LW2914  HISTORY     - 1940     MONUMENTED       CGS
 LW2914  HISTORY     - 1943     GOOD             CGS
 LW2914  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 LW2914
 LW2914                          STATION DESCRIPTION
 LW2914
 LW2914'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2914'THE STATION IS AT POINT JUDITH, IN AN OPEN FIELD, ABOUT 1/4 MI.
 LW2914'N-NW OF THE LIGHTHOUSE AND COAST GUARD STATION.  IT IS ON THE TOP
 LW2914'OF A FLAT RIDGE, ABOUT 100 YDS. W OF THE BEACH, AND ABOUT 100 YDS.
 LW2914'S OF A ROW OF HOUSES.  IT IS A STANDARD DISK, STAMPED PT JUDITH D
 LW2914'P 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 LW2914'IN. ABOVE THE GROUND.
 LW2914'
 LW2914'POINT JUDITH (U.S.E.) AND POINT JUDITH C R F ARE BOTH GOOD AZIMUTH
 LW2914'MARKS FOR THIS STATION.  A 4-FT. STAND WILL SEE 4-FT. STANDS AT
 LW2914'BOTH THESE STATIONS.
 LW2914'
 LW2914'REFERENCE MARK 1 IS 301.37 FT. S OF THE STATION.  IT IS A STANDARD
 LW2914'REFERENCE-MARK DISK, UNSTAMPED AND SET IN THE TOP OF A CONCRETE
 LW2914'POST PROJECTING ABOUT 2 IN. ABOVE THE GROUND.
 LW2914'
 LW2914'REFERENCE MARK 2 IS 202.25 FT. W OF THE STATION.  IT IS A STANDARD
 LW2914'REFERENCE-MARK DISK, UNSTAMPED AND SET IN THE TOP OF A CONCRETE
 LW2914'POST PROJECTING ABOUT 6 IN. ABOVE THE GROUND.
 LW2914'
 LW2914'TO REACH THE STATION FROM THE GATE AT THE U.S. COAST GUARD
 LW2914'STATION, DRIVE NW FOR 0.2 MI. TO THE TOP OF THE RIDGE, THEN TURN
 LW2914'RIGHT OFF THE PAVEMENT AND DRIVE N ALONG THE RIDGE FOR 0.12 MI. TO
 LW2914'THE STATION.
 LW2914'
 LW2914'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW2914
 LW2914                          STATION RECOVERY (1943)
 LW2914
 LW2914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2914'STATION WAS RECOVERED AS DESCRIBED, AND THE MARKS WERE FOUND IN
 LW2914'GOOD CONDITION EXCEPT FOR REFERENCE MARK 1 WHICH HAS BEEN
 LW2914'DESTROYED.  A NEW DESCRIPTION FOLLOWS--
 LW2914'
 LW2914'STATION IS LOCATED IN AN OPEN FIELD, ON POINT JUDITH, ABOUT 1/4
 LW2914'MI. N-NW OF THE LIGHTHOUSE AND COAST GUARD STATION.  IT IS ON THE
 LW2914'TOP OF A FLAT RIDGE, ABOUT 100 YDS. W OF THE BEACH, ABOUT 100 YDS.
 LW2914'S OF A ROW OF HOUSES, AND ABOUT 100 YDS. E OF THE PAVED ROAD THAT
 LW2914'LEADS TO THE LIGHTHOUSE.  IT IS A STANDARD DISK, STAMPED PT
 LW2914'JUDITH DP 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW2914'ABOUT 6 IN.
 LW2914'
 LW2914'REFERENCE MARK 2 IS NW OF THE STATION.  IT IS A STANDARD
 LW2914'REFERENCE-MARK DISK, UNSTAMPED AND SET IN THE TOP OF A CONCRETE
 LW2914'POST FLUSH WITH THE GROUND.
 LW2914
 LW2914                          STATION RECOVERY (1974)
 LW2914
 LW2914'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LW2914'TIES AND DESCRIPTION DO NOT FIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3051 ***********************************************************************
 LW3051  DESIGNATION -  PT JUDITH HBR MAIN BRKWTR CEN
 LW3051  PID         -  LW3051
 LW3051  STATE/COUNTY-  RI/WASHINGTON
 LW3051  USGS QUAD   -  
 LW3051
 LW3051                         *CURRENT SURVEY CONTROL
 LW3051  ___________________________________________________________________
 LW3051* NAD 83(1996)-  41 21 15.31159(N)    071 30 26.08421(W)     ADJUSTED  
 LW3051* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3051  ___________________________________________________________________
 LW3051  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 LW3051  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW3051
 LW3051  HORZ ORDER  -  THIRD
 LW3051
 LW3051.The horizontal coordinates were established by classical geodetic methods
 LW3051.and adjusted by the National Geodetic Survey in August 1998..
 LW3051
 LW3051.The orthometric height was scaled from a topographic map.
 LW3051
 LW3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3051
 LW3051.The geoid height was determined by GEOID03.
 LW3051
 LW3051;                    North         East     Units Scale Factor Converg.
 LW3051;SPC RI       -    30,087.696    99,393.668   MT  0.99999375   -0 00 17.2
 LW3051;SPC RI       -    98,712.72    326,094.06   sFT  0.99999375   -0 00 17.2
 LW3051;UTM  19      - 4,581,116.825   290,261.219   MT  1.00014141   -1 39 25.8
 LW3051
 LW3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3051!SPC RI       -   1.00000481  x   0.99999375  =   0.99999856
 LW3051!UTM  19      -   1.00000481  x   1.00014141  =   1.00014622
 LW3051
 LW3051:                Primary Azimuth Mark                     Grid Az
 LW3051:SPC RI       -  HOUSE CHIMNEY                            045 24 12.0
 LW3051:UTM  19      -  HOUSE CHIMNEY                            047 03 20.6
 LW3051
 LW3051|---------------------------------------------------------------------|
 LW3051| PID    Reference Object                     Distance      Geod. Az  |
 LW3051|                                                           dddmmss.s |
 LW3051| LW2916 HOUSE CHIMNEY                       APPROX. 2.5 KM 0452354.8 |
 LW3051| LW2904 MAIN BREAKWATER EAST LIGHT          APPROX. 1.0 KM 0513048.0 |
 LW3051| LW2917 EAST BREAKWATER LIGHT               APPROX. 1.3 KM 0662030.5 |
 LW3051| LW3034 ROCK 1913                           APPROX. 3.4 KM 3081805.5 |
 LW3051| LW3033 CHURCH CUPOLA                       APPROX. 3.6 KM 3082307.2 |
 LW3051| LW3053 MAIN BREAKWATER WEST LIGHT          APPROX. 0.9 KM 3274419.5 |
 LW3051| LW3013 HOUSE CHIMNEY                       APPROX. 2.4 KM 3513930.4 |
 LW3051|---------------------------------------------------------------------|
 LW3051
 LW3051                          SUPERSEDED SURVEY CONTROL
 LW3051
 LW3051  NAD 83(1996)-  41 21 15.31053(N)    071 30 26.08304(W) AD(       ) 3
 LW3051  NAD 83(1992)-  41 21 15.31024(N)    071 30 26.08352(W) AD(       ) 3
 LW3051  NAD 83(1992)-  41 21 15.30888(N)    071 30 26.08329(W) AD(       ) 3
 LW3051  NAD 83(1986)-  41 21 15.30824(N)    071 30 26.08275(W) AD(       ) 3
 LW3051  NAD 27      -  41 21 14.94200(N)    071 30 27.87100(W) AD(       ) 3
 LW3051
 LW3051.Superseded values are not recommended for survey control.
 LW3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3051.See file dsdata.txt to determine how the superseded data were derived.
 LW3051
 LW3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9026181117(NAD 83)
 LW3051_MARKER: 14 = NAVIGATION LIGHT
 LW3051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3051+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 LW3051
 LW3051  HISTORY     - Date     Condition        Report By
 LW3051  HISTORY     - 1948     FIRST OBSERVED   CGS
 LW3051  HISTORY     - 1954     GOOD             CGS
 LW3051  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 LW3051  HISTORY     - 19980108 GOOD             USPSQD
 LW3051  HISTORY     - 20040616 GOOD             USPSQD
 LW3051  HISTORY     - 20040630 GOOD             USPSQD
 LW3051
 LW3051                          STATION DESCRIPTION
 LW3051
 LW3051'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FBQ)
 LW3051'THE REMAINS OF THE OLD BEACON STAND, A CONCRETE BASE WITH A
 LW3051'BROKEN-OFF IRON PIPE, WERE FOUND IN 1948 AT THE ANGLE OF THE
 LW3051'MAIN BREAKWATER OF THE HARBOR OF REFUGE.  IT LIES 2.47 METERS
 LW3051'(8.105 FEET) FROM THE PRESENT LIGHT (MAIN BR. C. LT. 2 1948) IN
 LW3051'BEARING N 50 DEG 52 MIN E.  FOR CHECK PURPOSES, A POSITION OF THE
 LW3051'OLD LIGHT STAND WAS COMPUTED FROM THESE DATA IN 1948.
 LW3051
 LW3051                          STATION RECOVERY (1954)
 LW3051
 LW3051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3051'STATION RECOVERED AS DESCRIBED.
 LW3051
 LW3051                          STATION RECOVERY (1994)
 LW3051
 LW3051'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3051'MARK NOT FOUND.
 LW3051
 LW3051                          STATION RECOVERY (1998)
 LW3051
 LW3051'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW3051'RECOVERED IN GOOD CONDITION.
 LW3051
 LW3051                          STATION RECOVERY (2004)
 LW3051
 LW3051'RECOVERY NOTE BY US POWER SQUADRON 2004 (KM)
 LW3051'RECOVERED IN GOOD CONDITION.
 LW3051
 LW3051                          STATION RECOVERY (2004)
 LW3051
 LW3051'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJM)
 LW3051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3052 ***********************************************************************
 LW3052  DESIGNATION -  PT JUDITH HBR MAIN BRKWTR W LT
 LW3052  PID         -  LW3052
 LW3052  STATE/COUNTY-  RI/WASHINGTON
 LW3052  USGS QUAD   -  KINGSTON (1975)
 LW3052
 LW3052                         *CURRENT SURVEY CONTROL
 LW3052  ___________________________________________________________________
 LW3052* NAD 83(1996)-  41 21 40.96450(N)    071 30 47.59522(W)     ADJUSTED  
 LW3052* NAVD 88     -                                                        
 LW3052  ___________________________________________________________________
 LW3052  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 LW3052  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW3052
 LW3052  HORZ ORDER  -  THIRD
 LW3052
 LW3052.The horizontal coordinates were established by classical geodetic methods
 LW3052.and adjusted by the National Geodetic Survey in August 1998..
 LW3052
 LW3052
 LW3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3052
 LW3052.The geoid height was determined by GEOID03.
 LW3052
 LW3052;                    North         East     Units Scale Factor Converg.
 LW3052;SPC RI       -    30,879.148    98,893.762   MT  0.99999377   -0 00 31.5
 LW3052;SPC RI       -   101,309.34    324,453.95   sFT  0.99999377   -0 00 31.5
 LW3052;UTM  19      - 4,581,922.484   289,784.274   MT  1.00014387   -1 39 40.9
 LW3052
 LW3052                          SUPERSEDED SURVEY CONTROL
 LW3052
 LW3052  NAD 83(1996)-  41 21 40.96346(N)    071 30 47.59410(W) AD(       ) 4
 LW3052  NAD 83(1992)-  41 21 40.96316(N)    071 30 47.59451(W) AD(       ) 4
 LW3052  NAD 83(1992)-  41 21 40.96182(N)    071 30 47.59434(W) AD(       ) 4
 LW3052  NAD 83(1986)-  41 21 40.96150(N)    071 30 47.59383(W) AD(       ) 4
 LW3052  NAD 27      -  41 21 40.59500(N)    071 30 49.38000(W) AD(       ) 3
 LW3052
 LW3052.Superseded values are not recommended for survey control.
 LW3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3052.See file dsdata.txt to determine how the superseded data were derived.
 LW3052
 LW3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8978481922(NAD 83)
 LW3052_MARKER: 14 = NAVIGATION LIGHT
 LW3052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3052+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 LW3052
 LW3052  HISTORY     - Date     Condition        Report By
 LW3052  HISTORY     - 1948     FIRST OBSERVED   CGS
 LW3052  HISTORY     - 1954     GOOD             CGS
 LW3052  HISTORY     - 19940901 GOOD             USPSQD
 LW3052  HISTORY     - 19980108 GOOD             USPSQD
 LW3052  HISTORY     - 20040616 GOOD             USPSQD
 LW3052  HISTORY     - 20040630 GOOD             USPSQD
 LW3052
 LW3052                          STATION DESCRIPTION
 LW3052
 LW3052'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FBQ)
 LW3052'STATION IS THE LIGHT ON TOP OF SQUARE, STEEL, SKELETON TOWER ON
 LW3052'NW END OF MAIN BREAKWATER.
 LW3052
 LW3052                          STATION RECOVERY (1954)
 LW3052
 LW3052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3052'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LW3052'ADEQUATE AND COMPLETE.
 LW3052
 LW3052                          STATION RECOVERY (1994)
 LW3052
 LW3052'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3052'RECOVERED IN GOOD CONDITION.
 LW3052
 LW3052                          STATION RECOVERY (1998)
 LW3052
 LW3052'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW3052'RECOVERED IN GOOD CONDITION.
 LW3052
 LW3052                          STATION RECOVERY (2004)
 LW3052
 LW3052'RECOVERY NOTE BY US POWER SQUADRON 2004 (KM)
 LW3052'RECOVERED IN GOOD CONDITION.
 LW3052
 LW3052                          STATION RECOVERY (2004)
 LW3052
 LW3052'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJM)
 LW3052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3056 ***********************************************************************
 LW3056  DESIGNATION -  PT JUDITH HBR W BRKWTR LT
 LW3056  PID         -  LW3056
 LW3056  STATE/COUNTY-  RI/WASHINGTON
 LW3056  USGS QUAD   -  KINGSTON (1975)
 LW3056
 LW3056                         *CURRENT SURVEY CONTROL
 LW3056  ___________________________________________________________________
 LW3056* NAD 83(1996)-  41 21 56.07990(N)    071 30 53.10038(W)     ADJUSTED  
 LW3056* NAVD 88     -                                                        
 LW3056  ___________________________________________________________________
 LW3056  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 LW3056  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW3056
 LW3056  HORZ ORDER  -  THIRD
 LW3056
 LW3056.The horizontal coordinates were established by classical geodetic methods
 LW3056.and adjusted by the National Geodetic Survey in August 1998..
 LW3056
 LW3056
 LW3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3056
 LW3056.The geoid height was determined by GEOID03.
 LW3056
 LW3056;                    North         East     Units Scale Factor Converg.
 LW3056;SPC RI       -    31,345.480    98,765.887   MT  0.99999377   -0 00 35.1
 LW3056;SPC RI       -   102,839.30    324,034.41   sFT  0.99999377   -0 00 35.1
 LW3056;UTM  19      - 4,582,392.380   289,669.884   MT  1.00014447   -1 39 45.0
 LW3056
 LW3056                          SUPERSEDED SURVEY CONTROL
 LW3056
 LW3056  NAD 83(1996)-  41 21 56.07887(N)    071 30 53.09927(W) AD(       ) 4
 LW3056  NAD 83(1992)-  41 21 56.07855(N)    071 30 53.09967(W) AD(       ) 4
 LW3056  NAD 83(1992)-  41 21 56.07722(N)    071 30 53.09951(W) AD(       ) 4
 LW3056  NAD 83(1986)-  41 21 56.07690(N)    071 30 53.09904(W) AD(       ) 4
 LW3056  NAD 27      -  41 21 55.71000(N)    071 30 54.88600(W) AD(       ) 3
 LW3056
 LW3056.Superseded values are not recommended for survey control.
 LW3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3056.See file dsdata.txt to determine how the superseded data were derived.
 LW3056
 LW3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8967082392(NAD 83)
 LW3056_MARKER: 14 = NAVIGATION LIGHT
 LW3056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3056+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 LW3056
 LW3056  HISTORY     - Date     Condition        Report By
 LW3056  HISTORY     - 1948     FIRST OBSERVED   CGS
 LW3056  HISTORY     - 1954     GOOD             CGS
 LW3056  HISTORY     - 19940901 GOOD             USPSQD
 LW3056  HISTORY     - 19980108 GOOD             USPSQD
 LW3056  HISTORY     - 20040630 GOOD             USPSQD
 LW3056
 LW3056                          STATION DESCRIPTION
 LW3056
 LW3056'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FBQ)
 LW3056'STATION IS THE LIGHT ON TOP OF SQUARE, STEEL, SKELETON TOWER ON
 LW3056'S END OF W BREAKWATER.  LIGHT IS 4.4 METERS N OF
 LW3056'W. BREAK. 1948.  POSITION DETERMINED BY AZIMUTH AND DIRECTION
 LW3056'FROM W. BREAK. 1948.
 LW3056
 LW3056                          STATION RECOVERY (1954)
 LW3056
 LW3056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3056'STATION RECOVERED IN GOOD CONDITION.  THE 1949 NOTE BY
 LW3056'E.R.MCC. IS ADEQUATE AND COMPLETE.
 LW3056
 LW3056                          STATION RECOVERY (1994)
 LW3056
 LW3056'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3056'RECOVERED IN GOOD CONDITION.
 LW3056
 LW3056                          STATION RECOVERY (1998)
 LW3056
 LW3056'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW3056'RECOVERED IN GOOD CONDITION.
 LW3056
 LW3056                          STATION RECOVERY (2004)
 LW3056
 LW3056'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJM)
 LW3056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2907 ***********************************************************************
 LW2907  DESIGNATION -  PT JUDITH OP 1
 LW2907  PID         -  LW2907
 LW2907  STATE/COUNTY-  RI/WASHINGTON
 LW2907  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2907
 LW2907                         *CURRENT SURVEY CONTROL
 LW2907  ___________________________________________________________________
 LW2907* NAD 83(1996)-  41 22 15.73781(N)    071 29 24.69098(W)     ADJUSTED  
 LW2907* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW2907  ___________________________________________________________________
 LW2907  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 LW2907  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW2907
 LW2907  HORZ ORDER  -  SECOND
 LW2907
 LW2907.The horizontal coordinates were established by classical geodetic methods
 LW2907.and adjusted by the National Geodetic Survey in August 1998..
 LW2907
 LW2907.The orthometric height was scaled from a topographic map.
 LW2907
 LW2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2907
 LW2907.The geoid height was determined by GEOID03.
 LW2907
 LW2907;                    North         East     Units Scale Factor Converg.
 LW2907;SPC RI       -    31,951.870   100,820.553   MT  0.99999376   +0 00 23.3
 LW2907;SPC RI       -   104,828.76    330,775.43   sFT  0.99999376   +0 00 23.3
 LW2907;UTM  19      - 4,582,939.334   291,741.486   MT  1.00013379   -1 38 47.2
 LW2907
 LW2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2907!SPC RI       -   1.00000402  x   0.99999376  =   0.99999778
 LW2907!UTM  19      -   1.00000402  x   1.00013379  =   1.00013781
 LW2907
 LW2907                          SUPERSEDED SURVEY CONTROL
 LW2907
 LW2907  NAD 83(1996)-  41 22 15.73683(N)    071 29 24.68982(W) AD(       ) 2
 LW2907  NAD 83(1992)-  41 22 15.73644(N)    071 29 24.69030(W) AD(       ) 2
 LW2907  NAD 83(1992)-  41 22 15.73518(N)    071 29 24.69004(W) AD(       ) 2
 LW2907  NAD 83(1986)-  41 22 15.73471(N)    071 29 24.68954(W) AD(       ) 2
 LW2907  NAD 27      -  41 22 15.36800(N)    071 29 26.48000(W) AD(       ) 2
 LW2907
 LW2907.Superseded values are not recommended for survey control.
 LW2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2907.See file dsdata.txt to determine how the superseded data were derived.
 LW2907
 LW2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9174182939(NAD 83)
 LW2907_MARKER: DR = REFERENCE MARK DISK
 LW2907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2907_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2907+STABILITY: SURFACE MOTION
 LW2907
 LW2907  HISTORY     - Date     Condition        Report By
 LW2907  HISTORY     - 1940     MONUMENTED       CGS
 LW2907
 LW2907                          STATION DESCRIPTION
 LW2907
 LW2907'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LW2907'THE STATION IS AT POINT JUDITH, ABOUT 0.8 MI. N-NW OF THE
 LW2907'LIGHTHOUSE AT THE TIP OF THE POINT.
 LW2907'
 LW2907'TO REACH POINT JUDITH USE FROM THE POST OFFICE AT NARRAGANSETT PIER,
 LW2907'DRIVE S ON THE POINT JUDITH PAVED HIGHWAY FOR 4.6 MI., THEN TURN
 LW2907'RIGHT AT THE MAIN CROSSROAD AND DRIVE W ON THE FOUR-LANE HIGHWAY
 LW2907'FOR 0.05 MI., THEN TURN LEFT THROUGH A GATE IN A WIRE FENCE AND
 LW2907'DRIVE SW ACROSS A PASTURE FOR 0.1 MI., THEN PASS THROUGH TWO STONE
 LW2907'FENCES AND DRIVE SW FOR 0.05 MI. TO THE TOP OF THE KNOLL AND THE
 LW2907'STATION.
 LW2907'
 LW2907'THE STATION IS AT POINT JUDITH, ABOUT 0.8 MI. N-NW OF THE
 LW2907'LIGHTHOUSE AT THE TIP OF THE POINT.  IT IS ABOUT 1/4 MI. SW OF THE
 LW2907'
 LW2907'O.P. NO. 1 IS 113.4019 M. SW OF PT JUDITH USE, AND 117 FT. N OF AN
 LW2907'E-W STONE FENCE.  IT IS STAMPED PT JUDITH OP NO 1 1940 AND
 LW2907'PROJECTS ABOUT 2 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2909 ***********************************************************************
 LW2909  DESIGNATION -  PT JUDITH OP 2
 LW2909  PID         -  LW2909
 LW2909  STATE/COUNTY-  RI/WASHINGTON
 LW2909  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2909
 LW2909                         *CURRENT SURVEY CONTROL
 LW2909  ___________________________________________________________________
 LW2909* NAD 83(1996)-  41 22 15.00656(N)    071 29 21.35176(W)     ADJUSTED  
 LW2909* NAVD 88     -         7.7    (meters)      25.     (feet)  VERTCON   
 LW2909  ___________________________________________________________________
 LW2909  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 LW2909  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW2909
 LW2909  HORZ ORDER  -  SECOND
 LW2909
 LW2909.The horizontal coordinates were established by classical geodetic methods
 LW2909.and adjusted by the National Geodetic Survey in August 1998..
 LW2909
 LW2909.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2909
 LW2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2909
 LW2909.The geoid height was determined by GEOID03.
 LW2909
 LW2909;                    North         East     Units Scale Factor Converg.
 LW2909;SPC RI       -    31,929.320   100,898.157   MT  0.99999376   +0 00 25.5
 LW2909;SPC RI       -   104,754.78    331,030.04   sFT  0.99999376   +0 00 25.5
 LW2909;UTM  19      - 4,582,914.551   291,818.418   MT  1.00013340   -1 38 44.9
 LW2909
 LW2909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2909!SPC RI       -   1.00000355  x   0.99999376  =   0.99999731
 LW2909!UTM  19      -   1.00000355  x   1.00013340  =   1.00013695
 LW2909
 LW2909                          SUPERSEDED SURVEY CONTROL
 LW2909
 LW2909  NAD 83(1996)-  41 22 15.00559(N)    071 29 21.35060(W) AD(       ) 2
 LW2909  NAD 83(1992)-  41 22 15.00519(N)    071 29 21.35107(W) AD(       ) 2
 LW2909  NAD 83(1992)-  41 22 15.00394(N)    071 29 21.35081(W) AD(       ) 2
 LW2909  NAD 83(1986)-  41 22 15.00347(N)    071 29 21.35033(W) AD(       ) 2
 LW2909  NAD 27      -  41 22 14.63600(N)    071 29 23.14100(W) AD(       ) 2
 LW2909  NGVD 29 (07/19/86)    8.0    (m)           26.     (f) VERT ANG       
 LW2909
 LW2909.Superseded values are not recommended for survey control.
 LW2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2909.See file dsdata.txt to determine how the superseded data were derived.
 LW2909
 LW2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9181882915(NAD 83)
 LW2909_MARKER: DR = REFERENCE MARK DISK
 LW2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2909_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2909+STABILITY: SURFACE MOTION
 LW2909
 LW2909  HISTORY     - Date     Condition        Report By
 LW2909  HISTORY     - 1940     MONUMENTED       CGS
 LW2909
 LW2909                          STATION DESCRIPTION
 LW2909
 LW2909'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LW2909'THE STATION IS AT POINT JUDITH, ABOUT 0.8 MI. N-NW OF THE
 LW2909'LIGHTHOUSE AT THE TIP OF THE POINT.
 LW2909'
 LW2909'TO REACH PT JUDITH USE FROM THE POST OFFICE AT NARRAGANSETT PIER,
 LW2909'DRIVE S ON THE POINT JUDITH PAVED HIGHWAY FOR 4.6 MI., THEN TURN
 LW2909'RIGHT AT THE MAIN CROSSROAD AND DRIVE W ON THE FOUR-LANE HIGHWAY
 LW2909'FOR 0.05 MI., THEN TURN LEFT THROUGH A GATE IN A WIRE FENCE AND
 LW2909'DRIVE SW ACROSS A PASTURE FOR 0.1 MI., THEN PASS THROUGH TWO STONE
 LW2909'FENCES AND DRIVE SW FOR 0.05 MI. TO THE TOP OF THE KNOLL AND THE
 LW2909'STATION.
 LW2909'
 LW2909'O.P. NO. 2 IS 100.7937 M. S OF PT JUDITH USE, 83 FT. W OF A N-S
 LW2909'STONE FENCE, AND 109 FT. N OF AN E-W STONE FENCE.  IT IS STAMPED
 LW2909'PT JUDITH OP NO 2 1940 AND PROJECTS ABOUT 6 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2910 ***********************************************************************
 LW2910  DESIGNATION -  PT JUDITH OP 3
 LW2910  PID         -  LW2910
 LW2910  STATE/COUNTY-  RI/WASHINGTON
 LW2910  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2910
 LW2910                         *CURRENT SURVEY CONTROL
 LW2910  ___________________________________________________________________
 LW2910* NAD 83(1996)-  41 22 17.15413(N)    071 29 19.67301(W)     ADJUSTED  
 LW2910* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 LW2910  ___________________________________________________________________
 LW2910  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 LW2910  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW2910
 LW2910  HORZ ORDER  -  SECOND
 LW2910
 LW2910.The horizontal coordinates were established by classical geodetic methods
 LW2910.and adjusted by the National Geodetic Survey in August 1998..
 LW2910
 LW2910.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2910
 LW2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2910
 LW2910.The geoid height was determined by GEOID03.
 LW2910
 LW2910;                    North         East     Units Scale Factor Converg.
 LW2910;SPC RI       -    31,995.577   100,937.161   MT  0.99999376   +0 00 26.7
 LW2910;SPC RI       -   104,972.16    331,158.00   sFT  0.99999376   +0 00 26.7
 LW2910;UTM  19      - 4,582,979.665   291,859.323   MT  1.00013319   -1 38 43.9
 LW2910
 LW2910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2910!SPC RI       -   1.00000434  x   0.99999376  =   0.99999810
 LW2910!UTM  19      -   1.00000434  x   1.00013319  =   1.00013753
 LW2910
 LW2910                          SUPERSEDED SURVEY CONTROL
 LW2910
 LW2910  NAD 83(1996)-  41 22 17.15315(N)    071 29 19.67185(W) AD(       ) 2
 LW2910  NAD 83(1992)-  41 22 17.15275(N)    071 29 19.67232(W) AD(       ) 2
 LW2910  NAD 83(1992)-  41 22 17.15150(N)    071 29 19.67206(W) AD(       ) 2
 LW2910  NAD 83(1986)-  41 22 17.15102(N)    071 29 19.67158(W) AD(       ) 2
 LW2910  NAD 27      -  41 22 16.78400(N)    071 29 21.46200(W) AD(       ) 2
 LW2910  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 LW2910
 LW2910.Superseded values are not recommended for survey control.
 LW2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2910.See file dsdata.txt to determine how the superseded data were derived.
 LW2910
 LW2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9185982980(NAD 83)
 LW2910_MARKER: DD = SURVEY DISK
 LW2910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2910_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2910+STABILITY: SURFACE MOTION
 LW2910
 LW2910  HISTORY     - Date     Condition        Report By
 LW2910  HISTORY     - 1940     MONUMENTED       CGS
 LW2910
 LW2910                          STATION DESCRIPTION
 LW2910
 LW2910'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LW2910'THE STATION IS AT POINT JUDITH, ABOUT 0.8 MI. N-NW OF THE
 LW2910'LIGHTHOUSE AT THE TIP OF THE POINT.
 LW2910'
 LW2910'TO REACH PT JUDITH USE FROM THE POST OFFICE AT NARRAGANSETT PIER,
 LW2910'DRIVE S ON THE POINT JUDITH PAVED HIGHWAY FOR 4.6 MI., THEN TURN
 LW2910'RIGHT AT THE MAIN CROSSROAD AND DRIVE W ON THE FOUR-LANE HIGHWAY
 LW2910'FOR 0.05 MI., THEN TURN LEFT THROUGH A GATE IN A WIRE FENCE AND
 LW2910'DRIVE SW ACROSS A PASTURE FOR 0.1 MI., THEN PASS THROUGH TWO STONE
 LW2910'FENCES AND DRIVE SW FOR 0.05 MI. TO THE TOP OF THE KNOLL AND THE
 LW2910'STATION.
 LW2910'
 LW2910'O.P. NO. 3 IS 48.6878 M. SE OF PT JUDITH USE, 5 FT. E OF A N-S STONE
 LW2910'FENCE, AND 58 FT. W OF ANOTHER N-S STONE FENCE.  IT IS STAMPED PT
 LW2910'JUDITH OP NO 3 1940 AND PROJECTS ABOUT 2 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2908 ***********************************************************************
 LW2908  DESIGNATION -  PT JUDITH OP 4
 LW2908  PID         -  LW2908
 LW2908  STATE/COUNTY-  RI/WASHINGTON
 LW2908  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2908
 LW2908                         *CURRENT SURVEY CONTROL
 LW2908  ___________________________________________________________________
 LW2908* NAD 83(1996)-  41 22 18.93612(N)    071 29 22.03621(W)     ADJUSTED  
 LW2908* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 LW2908  ___________________________________________________________________
 LW2908  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 LW2908  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW2908
 LW2908  HORZ ORDER  -  SECOND
 LW2908
 LW2908.The horizontal coordinates were established by classical geodetic methods
 LW2908.and adjusted by the National Geodetic Survey in August 1998..
 LW2908
 LW2908.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2908
 LW2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2908
 LW2908.The geoid height was determined by GEOID03.
 LW2908
 LW2908;                    North         East     Units Scale Factor Converg.
 LW2908;SPC RI       -    32,050.545   100,882.236   MT  0.99999376   +0 00 25.1
 LW2908;SPC RI       -   105,152.50    330,977.80   sFT  0.99999376   +0 00 25.1
 LW2908;UTM  19      - 4,583,036.202   291,805.999   MT  1.00013346   -1 38 45.5
 LW2908
 LW2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2908!SPC RI       -   1.00000418  x   0.99999376  =   0.99999794
 LW2908!UTM  19      -   1.00000418  x   1.00013346  =   1.00013764
 LW2908
 LW2908                          SUPERSEDED SURVEY CONTROL
 LW2908
 LW2908  NAD 83(1996)-  41 22 18.93515(N)    071 29 22.03504(W) AD(       ) 2
 LW2908  NAD 83(1992)-  41 22 18.93475(N)    071 29 22.03551(W) AD(       ) 2
 LW2908  NAD 83(1992)-  41 22 18.93349(N)    071 29 22.03526(W) AD(       ) 2
 LW2908  NAD 83(1986)-  41 22 18.93316(N)    071 29 22.03497(W) AD(       ) 2
 LW2908  NAD 27      -  41 22 18.56600(N)    071 29 23.82500(W) AD(       ) 2
 LW2908  NGVD 29 (07/19/86)    4.0    (m)           13.     (f) VERT ANG       
 LW2908
 LW2908.Superseded values are not recommended for survey control.
 LW2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2908.See file dsdata.txt to determine how the superseded data were derived.
 LW2908
 LW2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9180683036(NAD 83)
 LW2908_MARKER: DR = REFERENCE MARK DISK
 LW2908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2908_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2908+STABILITY: SURFACE MOTION
 LW2908
 LW2908  HISTORY     - Date     Condition        Report By
 LW2908  HISTORY     - 1940     MONUMENTED       CGS
 LW2908
 LW2908                          STATION DESCRIPTION
 LW2908
 LW2908'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LW2908'THE STATION IS AT POINT JUDITH, ABOUT 0.8 MI. N-NW OF THE
 LW2908'LIGHTHOUSE AT THE TIP OF THE POINT.
 LW2908'
 LW2908'TO REACH PT JUDITH USE FROM THE POST OFFICE AT NARRAGANSETT PIER,
 LW2908'DRIVE S ON THE POINT JUDITH PAVED HIGHWAY FOR 4.6 MI., THEN TURN
 LW2908'RIGHT AT THE MAIN CROSSROAD AND DRIVE W ON THE FOUR-LANE HIGHWAY
 LW2908'FOR 0.05 MI., THEN TURN LEFT THROUGH A GATE IN A WIRE FENCE AND
 LW2908'DRIVE SW ACROSS A PASTURE FOR 0.1 MI., THEN PASS THROUGH TWO STONE
 LW2908'FENCES AND DRIVE SW FOR 0.05 MI. TO THE TOP OF THE KNOLL AND THE
 LW2908'STATION.
 LW2908'
 LW2908'O.P. NO. 4 IS 29.0176 M. NW OF PT JUDITH USE, AND ON THE NW SLOPE OF
 LW2908'THE KNOLL.  IT IS STAMPED PT JUDITH OP NO 4 1940 AND PROJECTS
 LW2908'ABOUT 6 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3049 ***********************************************************************
 LW3049  DESIGNATION -  PT JUDITH POND REFLECTOR
 LW3049  PID         -  LW3049
 LW3049  STATE/COUNTY-  RI/WASHINGTON
 LW3049  USGS QUAD   -  KINGSTON (1975)
 LW3049
 LW3049                         *CURRENT SURVEY CONTROL
 LW3049  ___________________________________________________________________
 LW3049* NAD 83(1996)-  41 22 27.41743(N)    071 30 47.81798(W)     ADJUSTED  
 LW3049* NAVD 88     -                                                        
 LW3049  ___________________________________________________________________
 LW3049  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 LW3049  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW3049
 LW3049  HORZ ORDER  -  THIRD
 LW3049
 LW3049.The horizontal coordinates were established by classical geodetic methods
 LW3049.and adjusted by the National Geodetic Survey in August 1998..
 LW3049
 LW3049
 LW3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3049
 LW3049.The geoid height was determined by GEOID03.
 LW3049
 LW3049;                    North         East     Units Scale Factor Converg.
 LW3049;SPC RI       -    32,312.226    98,888.804   MT  0.99999377   -0 00 31.6
 LW3049;SPC RI       -   106,011.03    324,437.68   sFT  0.99999377   -0 00 31.6
 LW3049;UTM  19      - 4,583,355.324   289,820.658   MT  1.00014368   -1 39 42.6
 LW3049
 LW3049                          SUPERSEDED SURVEY CONTROL
 LW3049
 LW3049  NAD 83(1996)-  41 22 27.41642(N)    071 30 47.81690(W) AD(       ) 4
 LW3049  NAD 83(1992)-  41 22 27.41607(N)    071 30 47.81727(W) AD(       ) 4
 LW3049  NAD 83(1992)-  41 22 27.41478(N)    071 30 47.81712(W) AD(       ) 4
 LW3049  NAD 83(1986)-  41 22 27.41444(N)    071 30 47.81655(W) AD(       ) 4
 LW3049  NAD 27      -  41 22 27.04800(N)    071 30 49.60300(W) AD(       ) 3
 LW3049
 LW3049.Superseded values are not recommended for survey control.
 LW3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3049.See file dsdata.txt to determine how the superseded data were derived.
 LW3049
 LW3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8982183355(NAD 83)
 LW3049_MARKER: 16 = DAYBEACON
 LW3049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3049+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW3049
 LW3049  HISTORY     - Date     Condition        Report By
 LW3049  HISTORY     - 1948     FIRST OBSERVED   CGS
 LW3049  HISTORY     - 1949     GOOD             CGS
 LW3049  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 LW3049  HISTORY     - 19980108 GOOD             USPSQD
 LW3049  HISTORY     - 20010807 GOOD             USPSQD
 LW3049
 LW3049                          STATION DESCRIPTION
 LW3049
 LW3049'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FBQ)
 LW3049'STATION IS THE RED REFLECTOR THAT IS LOCATED ON TOP AND 150 FEET
 LW3049'N OF THE S END OF THE E BREAKWATER FOR THE ENTRANCE TO PT. JUDITH
 LW3049'POND.  SECURED TO THE TOP OF A 3-INCH CAST-IRON PIPE, 10 FEET
 LW3049'HIGH, THAT IS BOLTED UNTO A LARGE FLAT BOULDER.
 LW3049
 LW3049                          STATION RECOVERY (1949)
 LW3049
 LW3049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 LW3049'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LW3049
 LW3049                          STATION RECOVERY (1994)
 LW3049
 LW3049'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3049'MARK NOT FOUND.
 LW3049
 LW3049                          STATION RECOVERY (1998)
 LW3049
 LW3049'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW3049'RECOVERED IN GOOD CONDITION.
 LW3049
 LW3049                          STATION RECOVERY (2001)
 LW3049
 LW3049'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3049'TRIANGULAR SHAPED DAYMARK ON RIGHT SIDE OF CHANNEL ENTERING POINT
 LW3049'JUDITH POND, JUST SOUTH OF COAST GUARD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5608 ***********************************************************************
 AI5608  PACS        -  This is a Primary Airport Control Station.
 AI5608  DESIGNATION -  PVD A
 AI5608  PID         -  AI5608
 AI5608  STATE/COUNTY-  RI/KENT
 AI5608  USGS QUAD   -  EAST GREENWICH (1975)
 AI5608
 AI5608                         *CURRENT SURVEY CONTROL
 AI5608  ___________________________________________________________________
 AI5608* NAD 83(1996)-  41 43 24.08397(N)    071 25 58.56860(W)     ADJUSTED  
 AI5608* NAVD 88     -        15.53   (meters)      51.0    (feet)  GPS OBS   
 AI5608  ___________________________________________________________________
 AI5608  X           -   1,518,038.776 (meters)                     COMP
 AI5608  Y           -  -4,519,353.050 (meters)                     COMP
 AI5608  Z           -   4,222,710.218 (meters)                     COMP
 AI5608  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AI5608  ELLIP HEIGHT-         -14.28  (meters)          (06/04/02) GPS OBS
 AI5608  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AI5608
 AI5608  HORZ ORDER  -  B
 AI5608  ELLP ORDER  -  FOURTH    CLASS I
 AI5608
 AI5608.This mark is at Theodore Francis Green State Airport (PVD)
 AI5608
 AI5608.The horizontal coordinates were established by GPS observations
 AI5608.and adjusted by the National Geodetic Survey in May 2000..
 AI5608
 AI5608.The orthometric height was determined by GPS observations and a
 AI5608.high-resolution geoid model.
 AI5608
 AI5608.GPS derived orthometric heights for airport stations designated as
 AI5608.PACS or SACS are published to 2 decimal places.  This maintains
 AI5608.centimeter relative accuracy between the PACS and SACS.  It does
 AI5608.not indicate centimeter accuracy relative to other marks which are
 AI5608.part of the NAVD 88 network.
 AI5608
 AI5608.Photographs are available for this station.
 AI5608
 AI5608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5608
 AI5608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5608
 AI5608.The ellipsoidal height was determined by GPS observations
 AI5608.and is referenced to NAD 83.
 AI5608
 AI5608.The geoid height was determined by GEOID03.
 AI5608
 AI5608;                    North         East     Units Scale Factor Converg.
 AI5608;SPC RI       -    71,083.817   105,580.293   MT  0.99999413   +0 02 40.7
 AI5608;SPC RI       -   233,214.16    346,391.34   sFT  0.99999413   +0 02 40.7
 AI5608;UTM  19      - 4,621,921.983   297,632.642   MT  1.00010398   -1 37 11.1
 AI5608
 AI5608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5608!SPC RI       -   1.00000224  x   0.99999413  =   0.99999637
 AI5608!UTM  19      -   1.00000224  x   1.00010398  =   1.00010622
 AI5608
 AI5608|---------------------------------------------------------------------|
 AI5608| PID    Reference Object                     Distance      Geod. Az  |
 AI5608|                                                           dddmmss.s |
 AI5608| LW0127 PVD ARP                             349.542 METERS 05607     |
 AI5608| AB8113 PVD AP STA B 3                      APPROX. 0.6 KM 1773449.9 |
 AI5608|---------------------------------------------------------------------|
 AI5608
 AI5608                          SUPERSEDED SURVEY CONTROL
 AI5608
 AI5608  ELLIP H (05/22/00)  -14.27   (m)                       GP(       ) 4 1
 AI5608
 AI5608.Superseded values are not recommended for survey control.
 AI5608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5608.See file dsdata.txt to determine how the superseded data were derived.
 AI5608
 AI5608_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9763321922(NAD 83)
 AI5608_MARKER: I = METAL ROD
 AI5608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI5608_STAMPING: PVD A 1999
 AI5608_MARK LOGO: NGS   
 AI5608_PROJECTION: RECESSED 5 CENTIMETERS
 AI5608_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5608+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2000
 AI5608_ROD/PIPE-DEPTH: 24.1 meters
 AI5608_SLEEVE-DEPTH  : 1 meters
 AI5608
 AI5608  HISTORY     - Date     Condition        Report By
 AI5608  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5608  HISTORY     - 20000706 GOOD             NGS
 AI5608
 AI5608                          STATION DESCRIPTION
 AI5608
 AI5608'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5608'THE STATION IS LOCATED AT WARWICK, AT THE THEODORE FRANCIS GREEN
 AI5608'AIRPORT, SOUTHEAST END OF RUNWAY 05L/23R.  OWNERSHIP-THEODORE FRANCIS
 AI5608'GREEN STATE AIRPORT, C/O AIRPORT MANAGER ELAINE ROBERTS, RHODE ISLAND
 AI5608'AIRPORT CORPORATION, WARWICK RI 02886.  PHONE 401-969-2583.
 AI5608'NOTE--PERMISSION MUST BE OBTAINED AT LEAST 1 WEEK PRIOR TO PROCEEDING
 AI5608'AIRSIDE.  THIS STATION IS LOCATED IN THE AIRPORT RESTRICTED AREA AND
 AI5608'SHOULD BE CONSIDERED INACCESSIBLE TO THE MAJORITY OF NON-AIRPORT
 AI5608'PERSONNEL.
 AI5608'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 1 AND STATE
 AI5608'HIGHWAY 37 , GO SOUTH ON US HIGHWAY 1 FOR 0.65 MI (1.05 KM) TO AIRPORT
 AI5608'ROAD ON LEFT.  TURN LEFT AND GO EAST 0.28 MI (0.45 KM) TO THE
 AI5608'OPERATIONS BUILDING ON THE RIGHT.  TURN RIGHT AND GO THROUGH THE GATE
 AI5608'ONTO THE OPERATIONS RAMP.  DRIVE SOUTH 0.10 MI (0.16 KM) TO RUNWAY
 AI5608'05L/23R.  TURN RIGHT AND GO SOUTHWEST ON RUNWAY 0.90 MI.  (1.45 KM)
 AI5608'STATION IS ON THE LEFT.
 AI5608'THE STATION IS A PUNCH MARK IN THE TOP OF A 9/16 INCH STAINLESS STEEL
 AI5608'ROD DRIVEN TO A REFUSAL DEPTH OF 24.05 M.  (78.90 FT) THE ROD IS
 AI5608'RECESSED 5 CM BELOW THE LID OF THE LOGO CAP, IN A 1 M (3.3 FT) FINNED
 AI5608'SLEEVE FILLED WITH NON-TOXIC GREASE, AND ENCASED IN A 5-INCH PVC PIPE
 AI5608'WITH LOGO CAP STAMPED --PVD A 1999-- WHICH IS RECESSED 5 CM BELOW THE
 AI5608'GROUND.  THE STATION IS 24.2 M (79.4 FT) SOUTHEAST OF WOODEN POST FOR
 AI5608'WINDSOCK, 96.95 M (318.08 FT) NORTHWEST OF TOWER FOR ASOS, 44.54 M
 AI5608'(146.13 FT) NORTHWEST OF CATCH BASIN, 1.0 M (3.3 FT) SOUTHWEST OF
 AI5608'ORANGE FIBERGLASS WITNESS POST.  THIS STATION IS A DESIGNATED AS THE
 AI5608'PRIMARY AIRPORT CONTROL STATION.
 AI5608
 AI5608                          STATION RECOVERY (2000)
 AI5608
 AI5608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (APF)
 AI5608'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8113 ***********************************************************************
 AB8113  SACS        -  This is a Secondary Airport Control Station.
 AB8113  DESIGNATION -  PVD AP STA B 3
 AB8113  PID         -  AB8113
 AB8113  STATE/COUNTY-  RI/KENT
 AB8113  USGS QUAD   -  EAST GREENWICH (1975)
 AB8113
 AB8113                         *CURRENT SURVEY CONTROL
 AB8113  ___________________________________________________________________
 AB8113* NAD 83(1996)-  41 43 04.80020(N)    071 25 57.48109(W)     ADJUSTED  
 AB8113* NAVD 88     -        14.58   (meters)      47.8    (feet)  GPS OBS   
 AB8113  ___________________________________________________________________
 AB8113  X           -   1,518,188.451 (meters)                     COMP
 AB8113  Y           -  -4,519,719.701 (meters)                     COMP
 AB8113  Z           -   4,222,265.520 (meters)                     COMP
 AB8113  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AB8113  ELLIP HEIGHT-         -15.23  (meters)          (06/04/02) GPS OBS
 AB8113  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AB8113
 AB8113  HORZ ORDER  -  FIRST
 AB8113  ELLP ORDER  -  FOURTH    CLASS I
 AB8113
 AB8113.This mark is at Theodore Francis Green State Airport (PVD)
 AB8113
 AB8113.The horizontal coordinates were established by GPS observations
 AB8113.and adjusted by the National Geodetic Survey in May 2000..
 AB8113
 AB8113.The orthometric height was determined by GPS observations and a
 AB8113.high-resolution geoid model.
 AB8113
 AB8113.GPS derived orthometric heights for airport stations designated as
 AB8113.PACS or SACS are published to 2 decimal places.  This maintains
 AB8113.centimeter relative accuracy between the PACS and SACS.  It does
 AB8113.not indicate centimeter accuracy relative to other marks which are
 AB8113.part of the NAVD 88 network.
 AB8113
 AB8113.Photographs are available for this station.
 AB8113
 AB8113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8113
 AB8113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8113
 AB8113.The ellipsoidal height was determined by GPS observations
 AB8113.and is referenced to NAD 83.
 AB8113
 AB8113.The geoid height was determined by GEOID03.
 AB8113
 AB8113;                    North         East     Units Scale Factor Converg.
 AB8113;SPC RI       -    70,488.893   105,605.894   MT  0.99999414   +0 02 41.4
 AB8113;SPC RI       -   231,262.31    346,475.34   sFT  0.99999414   +0 02 41.4
 AB8113;UTM  19      - 4,621,326.502   297,640.956   MT  1.00010393   -1 37 09.8
 AB8113
 AB8113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8113!SPC RI       -   1.00000239  x   0.99999414  =   0.99999653
 AB8113!UTM  19      -   1.00000239  x   1.00010393  =   1.00010632
 AB8113
 AB8113:                Primary Azimuth Mark                     Grid Az
 AB8113:SPC RI       -  PVD A                                    357 32 09.2
 AB8113:UTM  19      -  PVD A                                    359 12 00.4
 AB8113
 AB8113|---------------------------------------------------------------------|
 AB8113| PID    Reference Object                     Distance      Geod. Az  |
 AB8113|                                                           dddmmss.s |
 AB8113| AI5608 PVD A                               APPROX. 0.6 KM 3573450.6 |
 AB8113|---------------------------------------------------------------------|
 AB8113
 AB8113                          SUPERSEDED SURVEY CONTROL
 AB8113
 AB8113  ELLIP H (05/22/00)  -15.22   (m)                       GP(       ) 4 1
 AB8113
 AB8113.Superseded values are not recommended for survey control.
 AB8113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8113.See file dsdata.txt to determine how the superseded data were derived.
 AB8113
 AB8113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9764121327(NAD 83)
 AB8113_MARKER: DD = SURVEY DISK
 AB8113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8113_STAMPING: AP 1966 STA B 3
 AB8113_MARK LOGO: NGS   
 AB8113_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8113+STABILITY: SURFACE MOTION
 AB8113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8113+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2000
 AB8113
 AB8113  HISTORY     - Date     Condition        Report By
 AB8113  HISTORY     - 1966     MONUMENTED       NGS
 AB8113  HISTORY     - 19940630 GOOD             NGS
 AB8113  HISTORY     - 19991219 GOOD             WOOLPT
 AB8113  HISTORY     - 20000706 GOOD             NGS
 AB8113
 AB8113                          STATION DESCRIPTION
 AB8113
 AB8113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AB8113'THE STATION IS LOCATED IN THE SW SECTION OF THE AIRPORT IN THE GRASS
 AB8113'AREA BOUNDED BY TAXIWAY S, TAXIWAY D, AND RUNWAY 5/23.  THE STATION IS
 AB8113'LOCATED 41.2 FEET (12.6 M) SW OF THE SW EDGE OF TAXIWAY D SHOULDER,
 AB8113'62.1 FEET (18.9 M) SE OF THE TAXIWAY S SHOULDER, AND 26.9 FEET (8.2 M)
 AB8113'SE OF THE SE CORNER OF THE CONCRETE BASE OF R THE TAXIWAY SIGN.  THE
 AB8113'STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1966 STA B 3 AND SET
 AB8113'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS 0.2 FEET (6.1
 AB8113'CM) BELOW THE SURFACE.
 AB8113
 AB8113                          STATION RECOVERY (1999)
 AB8113
 AB8113'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 AB8113'THE STATION IS LOCATED AT WARWICK, AT THE THEODORE FRANCIS GREEN
 AB8113'AIRPORT.  OWNERSHIP-- THEODORE FRANCIS GREEN AIRPORT, RI AIRPORT
 AB8113'CORPORATION, WARWICK RI, O2886, C/O ELIANE ROBERTS, AIRPORT MANAGER.
 AB8113'CONTACT THE AIRPORT OPERATIONS MANAGER BILL BLAIR AT (401) 458-3981 AT
 AB8113'LEAST 7 DAYS PRIOR TO ENTRY.  THIS STATION IS LOCATED IN THE AIPORT
 AB8113'RESTRICTED AREA AND SHOULD BE CONSIDERED INACCSIBLE TO NON-AIRPORT
 AB8113'PERSONNEL.
 AB8113'TO REACH THE AIRPORT FROM THE JUNCTION OF US HIGHWAY 1 AND STATE
 AB8113'HIGHWAY 37, GO SOUTH ON US HIGHWAY 1 FOR 0.65 MI (1.05 KM) TO AIRPORT
 AB8113'ROAD ON THE LEFT.  TURN LEFT AND PROCEED EAST 0.28 MI (0.45 KM) ALONG
 AB8113'AIRPORT ROAD TO THE OPERATIONS BUILDING ON THE RIGHT, AND A GATE ON
 AB8113'THE RIGHT SIDE OF THE BUILDING.  PROCEED THROUGH THE GATE AND PROCEED
 AB8113'WEST 0.20 MI (0.32 KM) ACROSS THE TARMAC TO THE PERIMETER ROAD.
 AB8113'PROCEED WEST AND SOUTH 0.65 MI (1.05 KM) ALONG THE PERIMETER ROAD TO
 AB8113'THE TERMINAL APRON.  PROCEED SOUTH AND EAST 0.6 MI (1.0 KM) ALONG THE
 AB8113'APRON TO ANOTHER PERIMETER ROAD.  CONTINUE SOUTH AND EAST 0.55 MI
 AB8113'(0.89 KM) ALONG THE PERIMETER ROAD TO NEAR THE BLAST PAD AREA.  TURN
 AB8113'LEFT AND PROCEED EAST 0.15 MI (0.24 KM) ON TWY DELTA TO THE STATION ON
 AB8113'THE RIGHT BETWEEN TWY SIERRA AND RWY 5R-23L.
 AB8113'THE STATION IS A STANDARD TOPOGRAPHIC STATION DISK STAMPED-- AP 1966
 AB8113'STA B 3-- SET IN A CONCRETE MONUMENT RECESSED APPROXIMATELY 3 CM BELOW
 AB8113'THE GROUND.  THE STATION IS 18.93 M (62.11 FT) SOUTH 45 DEGREES EAST
 AB8113'OF TWY SIERRA, 52.67 M (172.80 FT) NORTH 45 DEGREES WEST OF RWY
 AB8113'5R-23L, 28.13 M (92.29 FT) NORTH 42 DEGREES EAST OF THE CENTER OF A
 AB8113'SQUARE GRATE, 41.06 M (134.71 FT) NORTH 40 DEGREES WEST OF A SIGN
 AB8113'POINTING TO TWY DELTA, AND 12.47 M (40.91 FT) SOUTH 45 DEGREES WEST OF
 AB8113'TWY DELTA.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AB8113'STATION.
 AB8113
 AB8113                          STATION RECOVERY (2000)
 AB8113
 AB8113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (APF)
 AB8113'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0127 ***********************************************************************
 LW0127  DESIGNATION -  PVD ARP
 LW0127  PID         -  LW0127
 LW0127  STATE/COUNTY-  RI/KENT
 LW0127  USGS QUAD   -  EAST GREENWICH (1975)
 LW0127
 LW0127                         *CURRENT SURVEY CONTROL
 LW0127  ___________________________________________________________________
 LW0127* NAD 83(1996)-  41 43 30.40098(N)    071 25 46.01449(W)     ADJUSTED  
 LW0127* NAVD 88     -        14.911  (meters)      48.92   (feet)  ADJUSTED  
 LW0127  ___________________________________________________________________
 LW0127  X           -   1,518,272.387 (meters)                     COMP
 LW0127  Y           -  -4,519,137.266 (meters)                     COMP
 LW0127  Z           -   4,222,855.278 (meters)                     COMP
 LW0127  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 LW0127  ELLIP HEIGHT-         -14.88  (meters)          (06/04/02) GPS OBS
 LW0127  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW0127  DYNAMIC HT  -          14.906 (meters)      48.90  (feet)  COMP
 LW0127  MODELED GRAV-     980,298.0   (mgal)                       NAVD 88
 LW0127
 LW0127  HORZ ORDER  -  FIRST
 LW0127  VERT ORDER  -  FIRST     CLASS I
 LW0127  ELLP ORDER  -  FOURTH    CLASS I
 LW0127
 LW0127.This mark is at Theodore Francis Green State Airport (PVD)
 LW0127
 LW0127.The horizontal coordinates were established by GPS observations
 LW0127.and adjusted by the National Geodetic Survey in May 2000..
 LW0127
 LW0127.The orthometric height was determined by differential leveling
 LW0127.and adjusted by the National Geodetic Survey in June 1991..
 LW0127
 LW0127.Photographs are available for this station.
 LW0127
 LW0127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW0127
 LW0127.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0127
 LW0127.The ellipsoidal height was determined by GPS observations
 LW0127.and is referenced to NAD 83.
 LW0127
 LW0127.The geoid height was determined by GEOID03.
 LW0127
 LW0127.The dynamic height is computed by dividing the NAVD 88
 LW0127.geopotential number by the normal gravity value computed on the
 LW0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0127.degrees latitude (g = 980.6199 gals.).
 LW0127
 LW0127.The modeled gravity was interpolated from observed gravity values.
 LW0127
 LW0127;                    North         East     Units Scale Factor Converg.
 LW0127;SPC RI       -    71,278.941   105,870.301   MT  0.99999417   +0 02 49.0
 LW0127;SPC RI       -   233,854.33    347,342.81   sFT  0.99999417   +0 02 49.0
 LW0127;UTM  19      - 4,622,108.622   297,928.228   MT  1.00010250   -1 37 02.9
 LW0127
 LW0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0127!SPC RI       -   1.00000233  x   0.99999417  =   0.99999650
 LW0127!UTM  19      -   1.00000233  x   1.00010250  =   1.00010483
 LW0127
 LW0127:                Primary Azimuth Mark                     Grid Az
 LW0127:SPC RI       -  WARWICK NECK SEM WATER TOWER             136 52 21.8
 LW0127:UTM  19      -  WARWICK NECK SEM WATER TOWER             138 32 13.7
 LW0127
 LW0127|---------------------------------------------------------------------|
 LW0127| PID    Reference Object                     Distance      Geod. Az  |
 LW0127|                                                           dddmmss.s |
 LW0127| LW2557 WARWICK NECK SEM WATER TOWER        APPROX. 6.3 KM 1365510.8 |
 LW0127| AI5608 PVD A                               349.542 METERS 23607     |
 LW0127| LW5724 TF GREEN AIRPORT BEACON             APPROX. 0.8 KM 2531830.5 |
 LW0127|---------------------------------------------------------------------|
 LW0127
 LW0127                          SUPERSEDED SURVEY CONTROL
 LW0127
 LW0127  NAD 83(1996)-  41 43 30.40241(N)    071 25 46.01352(W) AD(       ) 2
 LW0127  NAD 83(1996)-  41 43 30.40193(N)    071 25 46.01313(W) AD(       ) 2
 LW0127  NAD 83(1992)-  41 43 30.40096(N)    071 25 46.01267(W) AD(       ) 2
 LW0127  NAD 83(1992)-  41 43 30.40059(N)    071 25 46.01261(W) AD(       ) 2
 LW0127  NAD 83(1986)-  41 43 30.40084(N)    071 25 46.01218(W) AD(       ) 2
 LW0127  NAVD 88 (05/22/00)   14.91   (m)           48.9    (f) LEVELING    3  
 LW0127  NGVD 29 (??/??/92)   15.166  (m)           49.76   (f) ADJ UNCH    1 1
 LW0127
 LW0127.Superseded values are not recommended for survey control.
 LW0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0127.See file dsdata.txt to determine how the superseded data were derived.
 LW0127
 LW0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9792822109(NAD 83)
 LW0127_MARKER: DT = TOPOGRAPHIC STATION DISK
 LW0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0127_STAMPING: ARP 1958
 LW0127_MARK LOGO: CGS   
 LW0127_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0127+STABILITY: SURFACE MOTION
 LW0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0127+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 LW0127
 LW0127  HISTORY     - Date     Condition        Report By
 LW0127  HISTORY     - 1958     MONUMENTED       CGS
 LW0127  HISTORY     - 1968     GOOD             NGS
 LW0127  HISTORY     - 1971     GOOD             NGS
 LW0127  HISTORY     - 1975     GOOD             NGS
 LW0127  HISTORY     - 19940630 GOOD             NGS
 LW0127  HISTORY     - 19991206 GOOD             WOOLPT
 LW0127  HISTORY     - 20000620 GOOD             NGS
 LW0127
 LW0127                          STATION DESCRIPTION
 LW0127
 LW0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RRG)
 LW0127'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 LW0127'NORTHEAST OF GREENWOOD,
 LW0127'2.4 KM (1.5 MI) SOUTH-SOUTHWEST OF ELMWOOD, AND
 LW0127'1.9 KM (1.2 MI) SOUTHWEST OF HOXIE.
 LW0127'OWNERSHIP--T F GREEN AIRPORT.
 LW0127'
 LW0127'TO REACH THE STATION FROM THE ENTRANCE TO THE TERMINAL BUILDING, GO
 LW0127'NORTH FOR 0.7 KM (0.45 MI) ON POST ROAD TO A SIDE ROAD RIGHT,
 LW0127'TURN RIGHT AND GO EAST FOR 0.9 KM (0.55 MI) ON OCCUPASSTUXET ROAD
 LW0127'TO THE TEXTRON HANGAR BUILDING ON THE RIGHT,
 LW0127'TURN RIGHT AND GO SOUTH-SOUTHWEST FOR 0.9 KM (0.6 MI) ON THE
 LW0127'AIRPORT TO THE STATION, SET IN A GRASSY AREA NEAR THE VOR BUILDING.
 LW0127'
 LW0127'THE STATION IS A STANDARD CGS DISK
 LW0127'STAMPED---ARP 1958---,
 LW0127'SET IN A TERRACOTTA PIPE FILLED WITH CONCRETE,
 LW0127'20 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW0127'50.0 METERS (164 FT) NORTH FROM THE NORTHEAST CORNER OF THE VOR
 LW0127'BUILDING,
 LW0127'31.25 METERS (102.5 FT) SOUTH FROM THE SOUTH EDGE OF A TAXI STRIP,
 LW0127'26.4 METERS (86.5 FT) EAST FROM THE CENTERLINE OF AN ASPHALT DRIVE
 LW0127'LEADING TO THE VOR BUILDING.
 LW0127'
 LW0127'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW0127
 LW0127                          STATION RECOVERY (1968)
 LW0127
 LW0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LW0127'AT WARWICK.
 LW0127'AT WARWICK, AT THE THEODORE FRANCIS GREEN AIRPORT, ABOUT IN THE
 LW0127'CENTER OF THE AIRPORT, ABOUT 264 FEET NORTH OF THE NORTHEAST
 LW0127'CORNER OF THE VORTAC BUILDING, 137.5 FEET SOUTH OF THE SOUTH EDGE
 LW0127'OF A TAXI STRIP (THIS IS NOT THE PHYSICAL EDGE BUT THE EDGE FORMED
 LW0127'BY THE TAXIWAY LIGHTS), 86.5 FEET EAST OF THE CENTERLINE OF A
 LW0127'BLACK TOP DRIVEWAY LEADING TO VORTAC FROM TAXIWAY, ABOUT LEVEL
 LW0127'WITH THE DRIVE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LW0127'THE GROUND.
 LW0127
 LW0127                          STATION RECOVERY (1971)
 LW0127
 LW0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LW0127'RECOVERED IN GOOD CONDITION.
 LW0127
 LW0127                          STATION RECOVERY (1975)
 LW0127
 LW0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LW0127'RECOVERED IN GOOD CONDITION.
 LW0127
 LW0127                          STATION RECOVERY (1994)
 LW0127
 LW0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 LW0127'THE STATION IS LOCATED AT THE THEODORE FRANCIS GREEN STATE AIRPORT
 LW0127'NEAR THE CENTER OF THE FIELD, 264 FEET (80.5 M) NORTH NE OF THE NE
 LW0127'CORNER POST OF THE VORTAC STRUCTURE, 122 FEET (37.2 M) SOUTH OF THE
 LW0127'SOUTH EDGE OF THE EAST-WEST TAXIWAY AND 80 FEET (24.4 M) EAST OF THE
 LW0127'EAST EDGE OF THE ASPHALT DRIVE LEADING SOUTH FROM THE TAXIWAY.  THE
 LW0127'STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1958 SET IN THE TOP
 LW0127'OF A TERRACOTTA PIPE 8 INCHES IN DIAMETER FILLED WITH CONCRETE FLUSH
 LW0127'WITH THE GROUND.
 LW0127
 LW0127                          STATION RECOVERY (1999)
 LW0127
 LW0127'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LW0127'RECOVERED AS DESCRIBED.
 LW0127
 LW0127                          STATION RECOVERY (2000)
 LW0127
 LW0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (APF)
 LW0127'THIS STATION HAS BEEN SELECTED AS A TERTIARY AIRPORT CONTROL STATION
 LW0127'(TACS) .THE STATION IS LOCATED IN PROVIDENCE, R.I.  AT THE THEODORE
 LW0127'FRANCIS GREEN STATE AIRPORT.  IT IS NEAR THE CENTER OF THE FIELD,
 LW0127'CLOSE TO THE VORTAC.  FOR ACCESS--THE AIRPORT CONSISTS OF CONTROLLED
 LW0127'MOVEMENT AREAS AND THE AIRPORT OPERATIONS MANAGER MUST BE CONTACTED
 LW0127'BEFORE ENTRY.  CONTACT MR.  ALLAN ANDRADE (OPERATIONS MANAGER) T.F.
 LW0127'GREEN STATE AIRPORT, 2000 POST RD.  WARWICK, R.I.  02886-1533.
 LW0127'PHONE--401-737-4000 EXT.264 OR 223.  TO REACH THE STATION FROM THE
 LW0127'INTERSECTION OF INTERSTATE 95 AND STATE HIGHWAY 37 (EXIT 14) .  GO
 LW0127'SOUTHEAST ON HIGHWAY 37 FOR .75 OF A MILE TO US RT.1 (POST RD.) , THEN
 LW0127'GO SOUTH FOR .50 OF A MILE TO RT.117, AND GO EAST FOR .30 OF A MILE TO
 LW0127'AIRPORT OPERATIONS OFFICE ON RIGHT (LOCATED IN OLD ATCT) . ESCORT WILL
 LW0127'BE PROVIDED.  THE STATION IS 264 FT.  (80.5 M) NORTH-NORTHEAST OF THE
 LW0127'NORTHEAST CORNER POST OF THE VORTAC STRUCTURE, 122 FT.  (37.2 M) SOUTH
 LW0127'OF THE SOUTH EDGE OF THE EAST-WEST TAXIWAY AND 80 FEET (24.4 M) EAST
 LW0127'OF THE EAST EDGE OF THE ASPHALT DRIVE LEADING SOUTH FROM THE TAXIWAY
 LW0127'TO THE VORTAC.  THE STATION IS SET IN THE TOP OF A TERRACOTTA PIPE 8
 LW0127'INCHES IN DIAMETER FILLED WITH CONCRETE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5609 ***********************************************************************
 AI5609  SACS        -  This is a Secondary Airport Control Station.
 AI5609  DESIGNATION -  PVD B
 AI5609  PID         -  AI5609
 AI5609  STATE/COUNTY-  RI/KENT
 AI5609  USGS QUAD   -  EAST GREENWICH (1975)
 AI5609
 AI5609                         *CURRENT SURVEY CONTROL
 AI5609  ___________________________________________________________________
 AI5609* NAD 83(1996)-  41 43 55.33775(N)    071 25 16.03756(W)     ADJUSTED  
 AI5609* NAVD 88     -        14.22   (meters)      46.7    (feet)  GPS OBS   
 AI5609  ___________________________________________________________________
 AI5609  X           -   1,518,765.833 (meters)                     COMP
 AI5609  Y           -  -4,518,430.694 (meters)                     COMP
 AI5609  Z           -   4,223,429.005 (meters)                     COMP
 AI5609  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 AI5609  ELLIP HEIGHT-         -15.55  (meters)          (06/04/02) GPS OBS
 AI5609  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 AI5609
 AI5609  HORZ ORDER  -  FIRST
 AI5609  ELLP ORDER  -  FOURTH    CLASS I
 AI5609
 AI5609.This mark is at Theodore Francis Green State Airport (PVD)
 AI5609
 AI5609.The horizontal coordinates were established by GPS observations
 AI5609.and adjusted by the National Geodetic Survey in May 2000..
 AI5609
 AI5609.The orthometric height was determined by GPS observations and a
 AI5609.high-resolution geoid model.
 AI5609
 AI5609.GPS derived orthometric heights for airport stations designated as
 AI5609.PACS or SACS are published to 2 decimal places.  This maintains
 AI5609.centimeter relative accuracy between the PACS and SACS.  It does
 AI5609.not indicate centimeter accuracy relative to other marks which are
 AI5609.part of the NAVD 88 network.
 AI5609
 AI5609.Photographs are available for this station.
 AI5609
 AI5609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5609
 AI5609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5609
 AI5609.The ellipsoidal height was determined by GPS observations
 AI5609.and is referenced to NAD 83.
 AI5609
 AI5609.The geoid height was determined by GEOID03.
 AI5609
 AI5609;                    North         East     Units Scale Factor Converg.
 AI5609;SPC RI       -    72,048.892   106,562.445   MT  0.99999428   +0 03 09.0
 AI5609;SPC RI       -   236,380.41    349,613.62   sFT  0.99999428   +0 03 09.0
 AI5609;UTM  19      - 4,622,858.223   298,642.521   MT  1.00009896   -1 36 43.8
 AI5609
 AI5609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5609!SPC RI       -   1.00000244  x   0.99999428  =   0.99999672
 AI5609!UTM  19      -   1.00000244  x   1.00009896  =   1.00010140
 AI5609
 AI5609                          SUPERSEDED SURVEY CONTROL
 AI5609
 AI5609.No superseded survey control is available for this station.
 AI5609
 AI5609_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9864322858(NAD 83)
 AI5609_MARKER: DD = SURVEY DISK
 AI5609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5609_STAMPING: PVD B 1999
 AI5609_MARK LOGO: NGS   
 AI5609_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5609+STABILITY: POSITION/ELEVATION WELL
 AI5609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5609+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2000
 AI5609
 AI5609  HISTORY     - Date     Condition        Report By
 AI5609  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5609  HISTORY     - 20000706 GOOD             NGS
 AI5609
 AI5609                          STATION DESCRIPTION
 AI5609
 AI5609'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5609'THE STATION IS LOCATED AT WARWICK, AT THE THEODORE FRANCIS GREEN
 AI5609'AIRPORT, DIRECTLY NORTHEAST FROM THE JUNCTION OF TAXIWAY A AND TAXIWAY
 AI5609'M.  OWNERSHIP-THEODORE FRANCIS GREEN STATE AIRPORT, C/O AIRPORT
 AI5609'MANAGER ELAINE ROBERTS, RHODE ISLAND AIRPORT CORPORATION, WARWICK RI
 AI5609'02886.  PHONE 401-969-2583.  NOTE--PERMISSION MUST BE OBTAINED 24
 AI5609'HOURS BEFORE PROCEEDING AIRSIDE.
 AI5609'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 1 AND STATE
 AI5609'HIGHWAY 37 , GO SOUTH ON US HIGHWAY 1 FOR 0.65 MI (1.05 KM) TO AIRPORT
 AI5609'ROAD ON LEFT.  TURN LEFT AND GO EAST 0.28 MI (0.45 KM) TO THE
 AI5609'OPERATIONS BUILDING ON THE RIGHT.  TURN RIGHT AND GO THROUGH THE GATE
 AI5609'ONTO THE OPERATIONS RAMP.  TURN LEFT AND GO EAST ALONG THE RAMP 0.4 MI
 AI5609'(0.6 KM) TO WHERE TAXIWAY ALPHA AND TAXIWAY MIKE INTERSECT. STATION IS
 AI5609'ON THE LEFT.
 AI5609'THE STATION IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND
 AI5609'CONCRETE MONUMENT 0.3 M (1.0 FT) DIAMETER 1.2 M (3.9 FT) DEEP CONCRETE
 AI5609'POST RECESSED 0.05 M (0.16 FT) BELOW THE GROUND.  LOCATED 53.4 M
 AI5609'(175.2 FT) SOUTHEAST OF CENTERLINE PERIMETER ROAD, 84.9 M (278.5 FT)
 AI5609'SOUTHWEST OF WESTERN MOST CORNER OF STONE SHED, 96.8 M (317.6 FT)
 AI5609'NORTHWEST OF NORTHERN MOST POST OF ILS, 1.0 M (3.3 FT) NORTHWEST OF
 AI5609'ORANGE FIBERGLASS WITNESS POST.  THIS STATION IS A DESIGNATED AS A
 AI5609'SECONDARY AIRPORT CONTROL STATION.
 AI5609
 AI5609                          STATION RECOVERY (2000)
 AI5609
 AI5609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (APF)
 AI5609'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8115 ***********************************************************************
 AB8115  DESIGNATION -  PVD E
 AB8115  PID         -  AB8115
 AB8115  STATE/COUNTY-  RI/KENT
 AB8115  USGS QUAD   -  EAST GREENWICH (1975)
 AB8115
 AB8115                         *CURRENT SURVEY CONTROL
 AB8115  ___________________________________________________________________
 AB8115* NAD 83(1996)-  41 43 48.05669(N)    071 25 53.78573(W)     ADJUSTED  
 AB8115* NAVD 88     -        15.8    (meters)      52.     (feet)  GPS OBS   
 AB8115  ___________________________________________________________________
 AB8115  X           -   1,517,986.890 (meters)                     COMP
 AB8115  Y           -  -4,518,851.432 (meters)                     COMP
 AB8115  Z           -   4,223,262.422 (meters)                     COMP
 AB8115  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AB8115  ELLIP HEIGHT-         -13.96  (meters)          (07/11/02) GPS OBS
 AB8115  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 AB8115
 AB8115  HORZ ORDER  -  THIRD
 AB8115  ELLP ORDER  -  FOURTH    CLASS II
 AB8115
 AB8115.This mark is at Theodore Francis Green State Airport (PVD)
 AB8115
 AB8115.The horizontal coordinates were established by GPS observations
 AB8115.and adjusted by the National Geodetic Survey in September 2000..
 AB8115
 AB8115.The orthometric height was determined by GPS observations and a
 AB8115.high-resolution geoid model.
 AB8115
 AB8115.Photographs are available for this station.
 AB8115
 AB8115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8115
 AB8115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8115
 AB8115.The ellipsoidal height was determined by GPS observations
 AB8115.and is referenced to NAD 83.
 AB8115
 AB8115.The geoid height was determined by GEOID03.
 AB8115
 AB8115;                    North         East     Units Scale Factor Converg.
 AB8115;SPC RI       -    71,823.511   105,690.253   MT  0.99999415   +0 02 43.9
 AB8115;SPC RI       -   235,640.97    346,752.11   sFT  0.99999415   +0 02 43.9
 AB8115;UTM  19      - 4,622,658.251   297,764.057   MT  1.00010332   -1 37 08.7
 AB8115
 AB8115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8115!SPC RI       -   1.00000219  x   0.99999415  =   0.99999634
 AB8115!UTM  19      -   1.00000219  x   1.00010332  =   1.00010551
 AB8115
 AB8115                          SUPERSEDED SURVEY CONTROL
 AB8115
 AB8115  ELLIP H (09/18/00)  -13.95   (m)                       GP(       ) 4 2
 AB8115
 AB8115.Superseded values are not recommended for survey control.
 AB8115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8115.See file dsdata.txt to determine how the superseded data were derived.
 AB8115
 AB8115_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9776422658(NAD 83)
 AB8115_MARKER: DD = SURVEY DISK
 AB8115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8115_STAMPING: PVD E 1994
 AB8115_MARK LOGO: NGS   
 AB8115_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8115+STABILITY: SURFACE MOTION
 AB8115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8115+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 AB8115
 AB8115  HISTORY     - Date     Condition        Report By
 AB8115  HISTORY     - 1994     MONUMENTED       NOS
 AB8115  HISTORY     - 20000620 GOOD             NGS
 AB8115
 AB8115                          STATION DESCRIPTION
 AB8115
 AB8115'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (DRM)
 AB8115'THE STATION IS LOCATED NEAR THE DISPLACED THRESHOLD FOR RUNWAY END 16
 AB8115'IN THE GRASS AREA SW OF THE DISPLACED THRESHOLD.  THE STATION IS
 AB8115'LOCATED 249.9 FEET (76.2 M) SW OF DPSLCD THR 16 CL, 100.0 FEET (30.5
 AB8115'M) SW OF THE REIL 16 SW, AND 158.3 FT (48.2 M) SOUTH OF THE CENTER OF
 AB8115'A STEEL DRAIN.  THE STATION IS A STANDARD NOS DISK SET IN THE TOP OF A
 AB8115'12 INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE SURFACE.
 AB8115'THE DISK IS STAMPED PVD E 1994.
 AB8115
 AB8115                          STATION RECOVERY (2000)
 AB8115
 AB8115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (APF)
 AB8115'THIS STATION HAS BEEN SELECTED AS A TERTIARY AIRPORT CONTROL STATION.
 AB8115'(TACS) THE STATION IS LOCATED IN PROVIDENCE, RHODE ISLAND AT THE
 AB8115'THEODORE FRANCIS GREEN STATE AIRPORT.  ON THE NORTHWEST SIDE OF THE
 AB8115'AIRPORT NEAR THE DISPLACED THRESHOLD FOR RUNWAY END 16 IN THE GRASS
 AB8115'AREA SOUTHWEST OF THE DISPLACED THRESHOLD.  FOR ACCESS--THE AIRPORT
 AB8115'CONSISTS OF CONTROLLED MOVEMENT AREAS AND THE AIRPORT OPERATIONS
 AB8115'MANAGER MUST BE CONTACTED BEFORE ENTRY.  CONTACT MR.  ALLAN ANDRADE
 AB8115'(OPERATIONS MANAGER) T.F.GREEN STATE AIRPORT,2000 POST RD.  WARWICK,
 AB8115'R.I.  02886-1533 PHONE--401-737-4000 EXT.264 OR 223.  TO REACH THE
 AB8115'STATION FROM THE INTERSECTION OF INTERSTATE 95 AND STATE HIGHWAY 37
 AB8115'(EXIT 14) GO SOUTHEAST ON HIGHWAY 37 FOR 0.75 OF A MILE TO US RT.1,
 AB8115'THEN GO SOUTH FOR .50 OF A MILE TO RT.117 AND G0 EAST FOR .30 OF A
 AB8115'MILE TO AIRPORT OPERATIONS OFFICE ON RIGHT (LOCATED IN OLD ATCT) .
 AB8115'ESCORT WILL BE PROVIDED.  THE STATION IS 249.9 FT (76.2 M) SOUTHWEST
 AB8115'OF DISPLACED THRESHOLD 16 CENTERLINE, 100.0 FT (30.5 M) SOUTHWEST OF
 AB8115'THE REIL (16) , 158.3 FT (48.2 M) SOUTH OF THE CENTER OF A STEEL
 AB8115'DRAIN.  IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS SET
 AB8115'FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0763 ***********************************************************************
 LW0763  DESIGNATION -  Q 1
 LW0763  PID         -  LW0763
 LW0763  STATE/COUNTY-  RI/WASHINGTON
 LW0763  USGS QUAD   -  CAROLINA (1970)
 LW0763
 LW0763                         *CURRENT SURVEY CONTROL
 LW0763  ___________________________________________________________________
 LW0763* NAD 83(1986)-  41 25 19.     (N)    071 42 56.     (W)     SCALED    
 LW0763* NAVD 88     -        19.082  (meters)      62.60   (feet)  ADJUSTED  
 LW0763  ___________________________________________________________________
 LW0763  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LW0763  DYNAMIC HT  -          19.075 (meters)      62.58  (feet)  COMP
 LW0763  MODELED GRAV-     980,273.1   (mgal)                       NAVD 88
 LW0763
 LW0763  VERT ORDER  -  FIRST     CLASS I
 LW0763
 LW0763.The horizontal coordinates were scaled from a topographic map and have
 LW0763.an estimated accuracy of +/- 6 seconds.
 LW0763
 LW0763.The orthometric height was determined by differential leveling
 LW0763.and adjusted by the National Geodetic Survey in June 1991..
 LW0763
 LW0763.The geoid height was determined by GEOID03.
 LW0763
 LW0763.The dynamic height is computed by dividing the NAVD 88
 LW0763.geopotential number by the normal gravity value computed on the
 LW0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0763.degrees latitude (g = 980.6199 gals.).
 LW0763
 LW0763.The modeled gravity was interpolated from observed gravity values.
 LW0763
 LW0763;                    North         East    Units  Estimated Accuracy
 LW0763;SPC RI       -    37,630.       81,980.      MT  (+/- 180 meters Scaled)
 LW0763
 LW0763                          SUPERSEDED SURVEY CONTROL
 LW0763
 LW0763  NGVD 29 (??/??/92)   19.358  (m)           63.51   (f) ADJ UNCH    1 1
 LW0763
 LW0763.Superseded values are not recommended for survey control.
 LW0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0763.See file dsdata.txt to determine how the superseded data were derived.
 LW0763
 LW0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF730891(NAD 83)
 LW0763_MARKER: DB = BENCH MARK DISK
 LW0763_SETTING: 66 = SET IN ROCK OUTCROP
 LW0763_SP_SET: ROCK CUT
 LW0763_STAMPING: Q 1 ELEV 63.543 FT 1923
 LW0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0763+STABILITY: POSITION/ELEVATION WELL
 LW0763
 LW0763  HISTORY     - Date     Condition        Report By
 LW0763  HISTORY     - 1923     MONUMENTED       CGS
 LW0763  HISTORY     - 1965     GOOD             NGS
 LW0763  HISTORY     - 1969     GOOD             NGS
 LW0763  HISTORY     - 1988     GOOD             USPSQD
 LW0763  HISTORY     - 1989     GOOD             USPSQD
 LW0763  HISTORY     - 1990     GOOD             USPSQD
 LW0763
 LW0763                          STATION DESCRIPTION
 LW0763
 LW0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0763'2.7 MI NE FROM BRADFORD.
 LW0763'1.35 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM THE OVERPASS
 LW0763'OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AT BRADFORD,
 LW0763'THENCE 1.35 MILES EAST ALONG BURDICKVILLE ROAD, 468 YARDS NORTH
 LW0763'ALONG THE NY, NH AND H RAILROAD FROM THE BURDICKVILLE ROAD
 LW0763'OVERPASS, SET VERTICALLY IN THE WEST FACE OF A LONG ROCK CUT,
 LW0763'7.5 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 2 1/2 FEET
 LW0763'ABOVE THE LEVEL OF THE GROUND AND 1 1/2 FEET ABOVE THE LEVEL
 LW0763'OF THE TRACK.  MARK MAY BE REACHED BY GOING 1.55 MILES
 LW0763'SOUTHWEST ALONG THE NY, NH AND H RAILROAD FROM THE CROSSING OF
 LW0763'NARRAGANSETT TRAIL AT WOOD RIVER JUNCTION.
 LW0763
 LW0763                          STATION RECOVERY (1969)
 LW0763
 LW0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0763'RECOVERED IN GOOD CONDITION.
 LW0763
 LW0763                          STATION RECOVERY (1988)
 LW0763
 LW0763'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0763'RECOVERED IN GOOD CONDITION.
 LW0763
 LW0763                          STATION RECOVERY (1989)
 LW0763
 LW0763'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0763'RECOVERED IN GOOD CONDITION.
 LW0763
 LW0763                          STATION RECOVERY (1990)
 LW0763
 LW0763'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0164 ***********************************************************************
 LW0164  DESIGNATION -  Q 16
 LW0164  PID         -  LW0164
 LW0164  STATE/COUNTY-  RI/PROVIDENCE
 LW0164  USGS QUAD   -  PROVIDENCE (1975)
 LW0164
 LW0164                         *CURRENT SURVEY CONTROL
 LW0164  ___________________________________________________________________
 LW0164* NAD 83(1986)-  41 50 10.     (N)    071 24 43.     (W)     SCALED    
 LW0164* NAVD 88     -         7.635  (meters)      25.05   (feet)  ADJUSTED  
 LW0164  ___________________________________________________________________
 LW0164  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW0164  DYNAMIC HT  -           7.632 (meters)      25.04  (feet)  COMP
 LW0164  MODELED GRAV-     980,321.0   (mgal)                       NAVD 88
 LW0164
 LW0164  VERT ORDER  -  FIRST     CLASS II
 LW0164
 LW0164.The horizontal coordinates were scaled from a topographic map and have
 LW0164.an estimated accuracy of +/- 6 seconds.
 LW0164
 LW0164.The orthometric height was determined by differential leveling
 LW0164.and adjusted by the National Geodetic Survey in June 1991..
 LW0164
 LW0164.The geoid height was determined by GEOID03.
 LW0164
 LW0164.The dynamic height is computed by dividing the NAVD 88
 LW0164.geopotential number by the normal gravity value computed on the
 LW0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0164.degrees latitude (g = 980.6199 gals.).
 LW0164
 LW0164.The modeled gravity was interpolated from observed gravity values.
 LW0164
 LW0164;                    North         East    Units  Estimated Accuracy
 LW0164;SPC RI       -    83,610.      107,310.      MT  (+/- 180 meters Scaled)
 LW0164
 LW0164                          SUPERSEDED SURVEY CONTROL
 LW0164
 LW0164  NGVD 29 (??/??/92)    7.881  (m)           25.86   (f) ADJ UNCH    1 2
 LW0164
 LW0164.Superseded values are not recommended for survey control.
 LW0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0164.See file dsdata.txt to determine how the superseded data were derived.
 LW0164
 LW0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG997343(NAD 83)
 LW0164_MARKER: DB = BENCH MARK DISK
 LW0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0164_SP_SET: GUARD RAIL BASE
 LW0164_STAMPING: Q 16 1965
 LW0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0164
 LW0164  HISTORY     - Date     Condition        Report By
 LW0164  HISTORY     - 1965     MONUMENTED       CGS
 LW0164
 LW0164                          STATION DESCRIPTION
 LW0164
 LW0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0164'AT PROVIDENCE.
 LW0164'AT PROVIDENCE, AT THE JUNCTION OF CHARLES AND STEVENS STREETS,
 LW0164'SET IN THE TOP AT THE WEST END OF THE SOUTH STONE BASE OF A METAL
 LW0164'GUARD RAIL TO THE STEVENS STREET BRIDGE OVER THE MOSHASSUCK
 LW0164'RIVER, 10 FEET EAST OF THE EAST CURB OF CHARLES STREET, 10 FEET
 LW0164'SOUTH OF THE SOUTH CURB OF STEVENS STREET, 2 FEET EAST OF THE
 LW0164'WEST END OF THE BASE, ABOUT LEVEL WITH THE SIDEWALK AND ABOUT
 LW0164'1 FOOT ABOVE THE LEVEL OF CHARLES STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0086 ***********************************************************************
 LW0086  DESIGNATION -  Q 17
 LW0086  PID         -  LW0086
 LW0086  STATE/COUNTY-  RI/WASHINGTON
 LW0086  USGS QUAD   -  WICKFORD (1995)
 LW0086
 LW0086                         *CURRENT SURVEY CONTROL
 LW0086  ___________________________________________________________________
 LW0086* NAD 83(1986)-  41 36 21.     (N)    071 28 46.     (W)     SCALED    
 LW0086* NAVD 88     -        17.995  (meters)      59.04   (feet)  ADJUSTED  
 LW0086  ___________________________________________________________________
 LW0086  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW0086  DYNAMIC HT  -          17.989 (meters)      59.02  (feet)  COMP
 LW0086  MODELED GRAV-     980,282.8   (mgal)                       NAVD 88
 LW0086
 LW0086  VERT ORDER  -  FIRST     CLASS I
 LW0086
 LW0086.The horizontal coordinates were scaled from a topographic map and have
 LW0086.an estimated accuracy of +/- 6 seconds.
 LW0086
 LW0086.The orthometric height was determined by differential leveling
 LW0086.and adjusted by the National Geodetic Survey in June 1991..
 LW0086
 LW0086.The geoid height was determined by GEOID03.
 LW0086
 LW0086.The dynamic height is computed by dividing the NAVD 88
 LW0086.geopotential number by the normal gravity value computed on the
 LW0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0086.degrees latitude (g = 980.6199 gals.).
 LW0086
 LW0086.The modeled gravity was interpolated from observed gravity values.
 LW0086
 LW0086;                    North         East    Units  Estimated Accuracy
 LW0086;SPC RI       -    58,030.      101,710.      MT  (+/- 180 meters Scaled)
 LW0086
 LW0086                          SUPERSEDED SURVEY CONTROL
 LW0086
 LW0086  NGVD 29 (??/??/92)   18.265  (m)           59.92   (f) ADJ UNCH    1 1
 LW0086
 LW0086.Superseded values are not recommended for survey control.
 LW0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0086.See file dsdata.txt to determine how the superseded data were derived.
 LW0086
 LW0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG933089(NAD 83)
 LW0086_MARKER: DB = BENCH MARK DISK
 LW0086_SETTING: 66 = SET IN ROCK OUTCROP
 LW0086_SP_SET: BEDROCK
 LW0086_STAMPING: Q 17 1965
 LW0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0086+STABILITY: POSITION/ELEVATION WELL
 LW0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0086+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 LW0086
 LW0086  HISTORY     - Date     Condition        Report By
 LW0086  HISTORY     - 1965     MONUMENTED       CGS
 LW0086  HISTORY     - 1984     GOOD             USPSQD
 LW0086  HISTORY     - 20000223 GOOD             USPSQD
 LW0086
 LW0086                          STATION DESCRIPTION
 LW0086
 LW0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0086'0.7 MI SW FROM DAVISVILLE.
 LW0086'0.7 MILE SOUTHWEST ALONG OLD BAPTIST ROAD FROM THE JUNCTION OF
 LW0086'DEVILS FOOT ROAD AT DAVISVILLE, ABOUT 0.25 MILE NORTHWEST OF THE
 LW0086'JUNCTION OF SOUTH ROAD, ABOUT 80 YARDS SOUTHWEST OF THE JUNCTION
 LW0086'OF A DRIVEWAY LEADING NORTHWEST TO A LARGE TWO-STORIED WHITE HOUSE,
 LW0086'AT THE INSIDE OF A VERY SLIGHT CURVE, SET IN THE TOP OF A 10-BY-2
 LW0086'FOOT BEDROCK WHICH PROJECTS 2 1/2 FEET ABOVE THE LEVEL OF THE
 LW0086'GROUND, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND 3
 LW0086'FEET ABOVE THE LEVEL OF THE ROAD.
 LW0086
 LW0086                          STATION RECOVERY (1984)
 LW0086
 LW0086'RECOVERY NOTE BY US POWER SQUADRON 1984 (AFA)
 LW0086'RECOVERED IN GOOD CONDITION.
 LW0086
 LW0086                          STATION RECOVERY (2000)
 LW0086
 LW0086'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0764 ***********************************************************************
 LW0764  DESIGNATION -  Q 18
 LW0764  PID         -  LW0764
 LW0764  STATE/COUNTY-  RI/WASHINGTON
 LW0764  USGS QUAD   -  CAROLINA (1970)
 LW0764
 LW0764                         *CURRENT SURVEY CONTROL
 LW0764  ___________________________________________________________________
 LW0764* NAD 83(1986)-  41 25 17.     (N)    071 42 26.     (W)     SCALED    
 LW0764* NAVD 88     -        58.922  (meters)     193.31   (feet)  ADJUSTED  
 LW0764  ___________________________________________________________________
 LW0764  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LW0764  DYNAMIC HT  -          58.901 (meters)     193.24  (feet)  COMP
 LW0764  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LW0764
 LW0764  VERT ORDER  -  FIRST     CLASS I
 LW0764
 LW0764.The horizontal coordinates were scaled from a topographic map and have
 LW0764.an estimated accuracy of +/- 6 seconds.
 LW0764
 LW0764.The orthometric height was determined by differential leveling
 LW0764.and adjusted by the National Geodetic Survey in June 1991..
 LW0764
 LW0764.The geoid height was determined by GEOID03.
 LW0764
 LW0764.The dynamic height is computed by dividing the NAVD 88
 LW0764.geopotential number by the normal gravity value computed on the
 LW0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0764.degrees latitude (g = 980.6199 gals.).
 LW0764
 LW0764.The modeled gravity was interpolated from observed gravity values.
 LW0764
 LW0764;                    North         East    Units  Estimated Accuracy
 LW0764;SPC RI       -    37,570.       82,680.      MT  (+/- 180 meters Scaled)
 LW0764
 LW0764                          SUPERSEDED SURVEY CONTROL
 LW0764
 LW0764  NGVD 29 (??/??/92)   59.200  (m)          194.23   (f) ADJ UNCH    1 1
 LW0764
 LW0764.Superseded values are not recommended for survey control.
 LW0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0764.See file dsdata.txt to determine how the superseded data were derived.
 LW0764
 LW0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF737890(NAD 83)
 LW0764_MARKER: DB = BENCH MARK DISK
 LW0764_SETTING: 80 = SET IN A BOULDER
 LW0764_SP_SET: BOULDER
 LW0764_STAMPING: Q 18 1965
 LW0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0764+STABILITY: SURFACE MOTION
 LW0764
 LW0764  HISTORY     - Date     Condition        Report By
 LW0764  HISTORY     - 1965     MONUMENTED       CGS
 LW0764  HISTORY     - 1969     GOOD             NGS
 LW0764  HISTORY     - 1984     GOOD             USPSQD
 LW0764  HISTORY     - 1988     GOOD             USPSQD
 LW0764  HISTORY     - 1988     GOOD             USPSQD
 LW0764  HISTORY     - 1989     GOOD             USPSQD
 LW0764  HISTORY     - 1990     GOOD             USPSQD
 LW0764
 LW0764                          STATION DESCRIPTION
 LW0764
 LW0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0764'3.4 MI NE FROM BRADFORD.
 LW0764'1.35 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ITS
 LW0764'OVERPASS OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LW0764'AT BRADFORD, THENCE 1.95 MILES NORTHEAST ALONG BURDICKVILLE
 LW0764'ROAD, THENCE 0.15 MILE NORTHEAST ALONG SHUMUNKANUC HILL ROAD,
 LW0764'AT THE OUTSIDE OF A CURVE, SET ON THE TOP OF THE HIGHEST PART OF
 LW0764'A 3-BY-3 FOOT BURIED BOULDER WHICH PROJECTS ABOUT 1/2 FOOT
 LW0764'ABOVE THE LEVEL OF THE GROUND, 61 FEET NORTHWEST OF THE CENTER
 LW0764'LINE OF THE ROAD, 49 1/2 FEET NORTHWEST OF AN 18-INCH OAK
 LW0764'TREE, 6 FEET SOUTHEAST OF A TRAIL, 3 FEET SOUTHWEST OF A METAL
 LW0764'WITNESS POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 LW0764'NOTE-- MARK MAY BE REACHED BY GOING 0.8 MILE SOUTH ALONG
 LW0764'NARRAGANSETT TRAIL AND KING FACTORY ROAD FROM THE INTERSECTION
 LW0764'OF STATE HIGHWAY 91 AT WOOD RIVER JUNCTION, THENCE 0.85 MILES
 LW0764'SOUTHWEST ALONG SHUMANKANUC HILL ROAD.
 LW0764
 LW0764                          STATION RECOVERY (1969)
 LW0764
 LW0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0764'RECOVERED IN GOOD CONDITION.
 LW0764
 LW0764                          STATION RECOVERY (1984)
 LW0764
 LW0764'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0764'THE DIRECTION ARE ADEQUATE BUT THE AREA IS HEAVILY WOODED, THERE IS
 LW0764'NO SIGN OF A TRAIL . THE WITNESS POST IS RIGHT IN THE MIDDLE OF A
 LW0764'GROUP OF LAUREL BUSHES AND CAN HARDLY BE SEEN, IT IS NOT VISIBLE AT
 LW0764'ALL FROM THE ROAD. THE STATION MARK IS FLUSH WITH THE GROUND AND
 LW0764'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 LW0764
 LW0764                          STATION RECOVERY (1988)
 LW0764
 LW0764'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0764'RECOVERED IN GOOD CONDITION.
 LW0764
 LW0764                          STATION RECOVERY (1988)
 LW0764
 LW0764'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0764'RECOVERED IN GOOD CONDITION.
 LW0764
 LW0764                          STATION RECOVERY (1989)
 LW0764
 LW0764'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0764'RECOVERED IN GOOD CONDITION.
 LW0764
 LW0764                          STATION RECOVERY (1990)
 LW0764
 LW0764'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1027 ***********************************************************************
 LW1027  DESIGNATION -  Q 19
 LW1027  PID         -  LW1027
 LW1027  STATE/COUNTY-  RI/WASHINGTON
 LW1027  USGS QUAD   -  CAROLINA (1970)
 LW1027
 LW1027                         *CURRENT SURVEY CONTROL
 LW1027  ___________________________________________________________________
 LW1027* NAD 83(1986)-  41 29 33.     (N)    071 37 41.     (W)     SCALED    
 LW1027* NAVD 88     -        35.853  (meters)     117.63   (feet)  ADJUSTED  
 LW1027  ___________________________________________________________________
 LW1027  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LW1027  DYNAMIC HT  -          35.840 (meters)     117.59  (feet)  COMP
 LW1027  MODELED GRAV-     980,272.8   (mgal)                       NAVD 88
 LW1027
 LW1027  VERT ORDER  -  SECOND    CLASS 0
 LW1027
 LW1027.The horizontal coordinates were scaled from a topographic map and have
 LW1027.an estimated accuracy of +/- 6 seconds.
 LW1027
 LW1027.The orthometric height was determined by differential leveling
 LW1027.and adjusted by the National Geodetic Survey in June 1991..
 LW1027
 LW1027.The geoid height was determined by GEOID03.
 LW1027
 LW1027.The dynamic height is computed by dividing the NAVD 88
 LW1027.geopotential number by the normal gravity value computed on the
 LW1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1027.degrees latitude (g = 980.6199 gals.).
 LW1027
 LW1027.The modeled gravity was interpolated from observed gravity values.
 LW1027
 LW1027;                    North         East    Units  Estimated Accuracy
 LW1027;SPC RI       -    45,450.       89,310.      MT  (+/- 180 meters Scaled)
 LW1027
 LW1027                          SUPERSEDED SURVEY CONTROL
 LW1027
 LW1027  NGVD 29 (??/??/92)   36.128  (m)          118.53   (f) ADJ UNCH    2 0
 LW1027
 LW1027.Superseded values are not recommended for survey control.
 LW1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1027.See file dsdata.txt to determine how the superseded data were derived.
 LW1027
 LW1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF806967(NAD 83)
 LW1027_MARKER: DB = BENCH MARK DISK
 LW1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1027_SP_SET: WALL
 LW1027_STAMPING: Q 19 1969
 LW1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1027+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 LW1027
 LW1027  HISTORY     - Date     Condition        Report By
 LW1027  HISTORY     - 1969     MONUMENTED       CGS
 LW1027  HISTORY     - 1987     GOOD             USPSQD
 LW1027  HISTORY     - 1988     GOOD             USPSQD
 LW1027  HISTORY     - 1989     GOOD             USPSQD
 LW1027  HISTORY     - 1989     GOOD             USPSQD
 LW1027  HISTORY     - 1990     GOOD             USPSQD
 LW1027  HISTORY     - 19971001 GOOD             USPSQD
 LW1027  HISTORY     - 20011016 GOOD             USPSQD
 LW1027  HISTORY     - 20040419 GOOD             USPSQD
 LW1027  HISTORY     - 20060630 GOOD             USPSQD
 LW1027
 LW1027                          STATION DESCRIPTION
 LW1027
 LW1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1027'4.6 MI NW FROM WEST KINGSTON.
 LW1027'ABOUT 4.55 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE POST
 LW1027'OFFICE AT WEST KINGSTON, SET ON THE TOP OF THE CONCRETE WING WALL
 LW1027'AT THE SOUTHEAST CORNER OF A 20-FOOT CONCRETE BRIDGE OVER BEAVER
 LW1027'RIVER, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND LEVEL
 LW1027'WITH THE HIGHWAY.
 LW1027
 LW1027                          STATION RECOVERY (1987)
 LW1027
 LW1027'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW1027'RECOVERED IN GOOD CONDITION.
 LW1027
 LW1027                          STATION RECOVERY (1988)
 LW1027
 LW1027'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1027'RECOVERED IN GOOD CONDITION.
 LW1027
 LW1027                          STATION RECOVERY (1989)
 LW1027
 LW1027'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1027'RECOVERED IN GOOD CONDITION.
 LW1027
 LW1027                          STATION RECOVERY (1989)
 LW1027
 LW1027'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1027'RECOVERED IN GOOD CONDITION.
 LW1027
 LW1027                          STATION RECOVERY (1990)
 LW1027
 LW1027'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1027'RECOVERED IN GOOD CONDITION.
 LW1027
 LW1027                          STATION RECOVERY (1997)
 LW1027
 LW1027'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1027'RECOVERED IN GOOD CONDITION.
 LW1027
 LW1027                          STATION RECOVERY (2001)
 LW1027
 LW1027'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1027'RECOVERED IN GOOD CONDITION.
 LW1027
 LW1027                          STATION RECOVERY (2004)
 LW1027
 LW1027'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1027'RECOVERED IN GOOD CONDITION.
 LW1027
 LW1027                          STATION RECOVERY (2006)
 LW1027
 LW1027'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0817 ***********************************************************************
 LW0817  DESIGNATION -  Q 2
 LW0817  PID         -  LW0817
 LW0817  STATE/COUNTY-  RI/WASHINGTON
 LW0817  USGS QUAD   -  WATCH HILL (1984)
 LW0817
 LW0817                         *CURRENT SURVEY CONTROL
 LW0817  ___________________________________________________________________
 LW0817* NAD 83(1986)-  41 20 29.     (N)    071 46 45.     (W)     SCALED    
 LW0817* NAVD 88     -        12.720  (meters)      41.73   (feet)  ADJUSTED  
 LW0817  ___________________________________________________________________
 LW0817  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW0817  DYNAMIC HT  -          12.715 (meters)      41.72  (feet)  COMP
 LW0817  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LW0817
 LW0817  VERT ORDER  -  SECOND    CLASS 0
 LW0817
 LW0817.The horizontal coordinates were scaled from a topographic map and have
 LW0817.an estimated accuracy of +/- 6 seconds.
 LW0817
 LW0817.The orthometric height was determined by differential leveling
 LW0817.and adjusted by the National Geodetic Survey in June 1991..
 LW0817
 LW0817.The geoid height was determined by GEOID03.
 LW0817
 LW0817.The dynamic height is computed by dividing the NAVD 88
 LW0817.geopotential number by the normal gravity value computed on the
 LW0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0817.degrees latitude (g = 980.6199 gals.).
 LW0817
 LW0817.The modeled gravity was interpolated from observed gravity values.
 LW0817
 LW0817;                    North         East    Units  Estimated Accuracy
 LW0817;SPC RI       -    28,700.       76,630.      MT  (+/- 180 meters Scaled)
 LW0817
 LW0817                          SUPERSEDED SURVEY CONTROL
 LW0817
 LW0817  NGVD 29 (??/??/92)   13.009  (m)           42.68   (f) ADJ UNCH    2 0
 LW0817
 LW0817.Superseded values are not recommended for survey control.
 LW0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0817.See file dsdata.txt to determine how the superseded data were derived.
 LW0817
 LW0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF674803(NAD 83)
 LW0817_MARKER: DB = BENCH MARK DISK
 LW0817_SETTING: 80 = SET IN A BOULDER
 LW0817_SP_SET: BOULDER
 LW0817_STAMPING: Q 2 1943
 LW0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0817+STABILITY: SURFACE MOTION
 LW0817
 LW0817  HISTORY     - Date     Condition        Report By
 LW0817  HISTORY     - 1943     MONUMENTED       CGS
 LW0817  HISTORY     - 1969     GOOD             NGS
 LW0817  HISTORY     - 1984     GOOD             USPSQD
 LW0817  HISTORY     - 1988     GOOD             USPSQD
 LW0817  HISTORY     - 1989     GOOD             USPSQD
 LW0817  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0817  HISTORY     - 1990     GOOD             USPSQD
 LW0817
 LW0817                          STATION DESCRIPTION
 LW0817
 LW0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0817'4.5 MI NE FROM WATCH HILL.
 LW0817'ABOUT 4.5 MILES NORTHEAST ALONG STATE HIGHWAY 1A FROM THE
 LW0817'JUNCTION OF WESTERLY ROAD AT WATCH HILL, ABOUT 0.6 MILE WEST
 LW0817'OF LANGWORTHY CORNER, ON THE EAST SLOPE OF A HILL, ACROSS THE
 LW0817'HIGHWAY FROM A TWO-STORIED FRAME HOUSE, NEAR THE NORTHWEST
 LW0817'CORNER OF A GOLF COURSE, SET ON THE TOP OF A 6 1/2-BY 4 1/2
 LW0817'FEET BOULDER WHICH PROJECTS 4 FEET ABOVE THE GROUND ON THE
 LW0817'NORTH SIDE, 47 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LW0817'88 FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 86 FEET SOUTH
 LW0817'OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 336 AND 4 FEET
 LW0817'ABOVE THE LEVEL OF THE HIGHWAY.  NOT LEVELED OVER BY THIS PARTY
 LW0817'IN 1969.
 LW0817
 LW0817                          STATION RECOVERY (1984)
 LW0817
 LW0817'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0817'RECOVERED IN GOOD CONDITION.
 LW0817
 LW0817                          STATION RECOVERY (1988)
 LW0817
 LW0817'RECOVERY NOTE BY US POWER SQUADRON 1988 (BAM)
 LW0817'RECOVERED IN GOOD CONDITION.
 LW0817
 LW0817                          STATION RECOVERY (1989)
 LW0817
 LW0817'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0817'RECOVERED IN GOOD CONDITION.
 LW0817
 LW0817                          STATION RECOVERY (1989)
 LW0817
 LW0817'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0817'MARK NOT FOUND.
 LW0817
 LW0817                          STATION RECOVERY (1990)
 LW0817
 LW0817'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1371 ***********************************************************************
 LW1371  DESIGNATION -  Q 20
 LW1371  PID         -  LW1371
 LW1371  STATE/COUNTY-  RI/KENT
 LW1371  USGS QUAD   -  CROMPTON (1995)
 LW1371
 LW1371                         *CURRENT SURVEY CONTROL
 LW1371  ___________________________________________________________________
 LW1371* NAD 83(1986)-  41 39 33.     (N)    071 32 54.     (W)     SCALED    
 LW1371* NAVD 88     -       106.384  (meters)     349.03   (feet)  ADJUSTED  
 LW1371  ___________________________________________________________________
 LW1371  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW1371  DYNAMIC HT  -         106.346 (meters)     348.90  (feet)  COMP
 LW1371  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 LW1371
 LW1371  VERT ORDER  -  SECOND    CLASS 0
 LW1371
 LW1371.The horizontal coordinates were scaled from a topographic map and have
 LW1371.an estimated accuracy of +/- 6 seconds.
 LW1371
 LW1371.The orthometric height was determined by differential leveling
 LW1371.and adjusted by the National Geodetic Survey in June 1991..
 LW1371
 LW1371.The geoid height was determined by GEOID03.
 LW1371
 LW1371.The dynamic height is computed by dividing the NAVD 88
 LW1371.geopotential number by the normal gravity value computed on the
 LW1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1371.degrees latitude (g = 980.6199 gals.).
 LW1371
 LW1371.The modeled gravity was interpolated from observed gravity values.
 LW1371
 LW1371;                    North         East    Units  Estimated Accuracy
 LW1371;SPC RI       -    63,950.       95,970.      MT  (+/- 180 meters Scaled)
 LW1371
 LW1371                          SUPERSEDED SURVEY CONTROL
 LW1371
 LW1371  NGVD 29 (??/??/92)  106.638  (m)          349.86   (f) ADJ UNCH    2 0
 LW1371
 LW1371.Superseded values are not recommended for survey control.
 LW1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1371.See file dsdata.txt to determine how the superseded data were derived.
 LW1371
 LW1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG878150(NAD 83)
 LW1371_MARKER: DB = BENCH MARK DISK
 LW1371_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1371_SP_SET: PIER
 LW1371_STAMPING: Q 20 1969
 LW1371_MARK LOGO: CGS   
 LW1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1371
 LW1371  HISTORY     - Date     Condition        Report By
 LW1371  HISTORY     - 1969     MONUMENTED       CGS
 LW1371  HISTORY     - 1984     GOOD             RIGS
 LW1371  HISTORY     - 1987     GOOD             USPSQD
 LW1371  HISTORY     - 1988     GOOD             USPSQD
 LW1371
 LW1371                          STATION DESCRIPTION
 LW1371
 LW1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1371'2.6 MI W FROM WARWICK.
 LW1371'ABOUT 2.6 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE OVERPASS
 LW1371'OVER STATE HIGHWAY 2 AT WARWICK, SET VERTICALLY IN THE SOUTH
 LW1371'FACE OF THE WEST LEG OF NORTH PIER UNDER THE NEW LONDON TURNPIKE
 LW1371'OVER I 95, 26.8 FEET NORTH OF THE CENTER LINE OF THE SOUTHBOUND
 LW1371'LANE OF THE HIGHWAY, 2.2 FEET ABOVE THE LEVEL OF THE GROUND AND
 LW1371'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1371
 LW1371                          STATION RECOVERY (1984)
 LW1371
 LW1371'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1371'RECOVERED IN GOOD CONDITION.
 LW1371
 LW1371                          STATION RECOVERY (1987)
 LW1371
 LW1371'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1371'RECOVERED IN GOOD CONDITION.
 LW1371
 LW1371                          STATION RECOVERY (1988)
 LW1371
 LW1371'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5617 ***********************************************************************
 LW5617  DESIGNATION -  Q 21 RESET
 LW5617  PID         -  LW5617
 LW5617  STATE/COUNTY-  RI/PROVIDENCE
 LW5617  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5617
 LW5617                         *CURRENT SURVEY CONTROL
 LW5617  ___________________________________________________________________
 LW5617* NAD 83(1986)-  41 47 51.     (N)    071 35 05.     (W)     SCALED    
 LW5617* NAVD 88     -        97.08   (meters)     318.5    (feet)  RESET     
 LW5617  ___________________________________________________________________
 LW5617  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW5617
 LW5617  VERT ORDER  -  THIRD
 LW5617
 LW5617.The horizontal coordinates were scaled from a topographic map and have
 LW5617.an estimated accuracy of +/- 6 seconds.
 LW5617
 LW5617.The orthometric height was computed from unverified reset data.
 LW5617.No vertical observational check was made to the station.
 LW5617
 LW5617.The geoid height was determined by GEOID03.
 LW5617
 LW5617;                    North         East    Units  Estimated Accuracy
 LW5617;SPC RI       -    79,320.       92,960.      MT  (+/- 180 meters Scaled)
 LW5617
 LW5617                          SUPERSEDED SURVEY CONTROL
 LW5617
 LW5617  NGVD 29 (11/21/01)   97.33   (m)          319.3    (f) RESET       3  
 LW5617
 LW5617.Superseded values are not recommended for survey control.
 LW5617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5617.See file dsdata.txt to determine how the superseded data were derived.
 LW5617
 LW5617_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG852305(NAD 83)
 LW5617_MARKER: DD = SURVEY DISK
 LW5617_SETTING: 80 = SET IN A BOULDER
 LW5617_SP_SET: BOULDER
 LW5617_STAMPING: Q 21 RESET 1986
 LW5617_MARK LOGO: RIGS  
 LW5617_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5617+STABILITY: SURFACE MOTION
 LW5617
 LW5617  HISTORY     - Date     Condition        Report By
 LW5617  HISTORY     - 1986     MONUMENTED       RIGS
 LW5617  HISTORY     - 1987     GOOD             USPSQD
 LW5617  HISTORY     - 1988     GOOD             USPSQD
 LW5617
 LW5617                          STATION DESCRIPTION
 LW5617
 LW5617'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5617'IT IS ABOUT 4.0 KM (2.50 MI) SOUTH ALONG STATE HIGHWAY 116 FROM THE
 LW5617'INTERSECTION OF DANIELSON PIKE AND ROUTE 116 IN NORTH SCITUATE, ABOUT
 LW5617'0.22 KM (0.15 MI) NORTH OF A SMALL CEMETERY LOCATED ON THE EAST SIDE
 LW5617'OF THE HIGHWAY.  IT IS 14.94 M (49.0 FT) WEST OF THE CENTER LINE OF
 LW5617'ROUTE 116, 8.55 M (28.1 FT) NORTHEAST OF THE NORTH END OF THE REMAINS
 LW5617'OF A ROCK FENCE, 7.92 M (26.0 FT) WEST OF THE RIGHT-OF-WAY FENCE,
 LW5617'1.23 M (4.0 FT) WEST OF A WITNESS POST, ABOUT .3 M (1.0 FT) ABOVE THE
 LW5617'LEVEL OF THE HIGHWAY AND SET INTO THE TOP OF 4.5 X 3 X 2 FT HIGH
 LW5617'BOULDER.
 LW5617
 LW5617                          STATION RECOVERY (1987)
 LW5617
 LW5617'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW5617'RECOVERED IN GOOD CONDITION.
 LW5617
 LW5617                          STATION RECOVERY (1988)
 LW5617
 LW5617'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW5617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0976 ***********************************************************************
 LW0976  DESIGNATION -  Q 22
 LW0976  PID         -  LW0976
 LW0976  STATE/COUNTY-  RI/WASHINGTON
 LW0976  USGS QUAD   -  KINGSTON (1975)
 LW0976
 LW0976                         *CURRENT SURVEY CONTROL
 LW0976  ___________________________________________________________________
 LW0976* NAD 83(1986)-  41 23 48.     (N)    071 33 40.     (W)     SCALED    
 LW0976* NAVD 88     -        21.405  (meters)      70.23   (feet)  ADJUSTED  
 LW0976  ___________________________________________________________________
 LW0976  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW0976  DYNAMIC HT  -          21.397 (meters)      70.20  (feet)  COMP
 LW0976  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LW0976
 LW0976  VERT ORDER  -  SECOND    CLASS 0
 LW0976
 LW0976.The horizontal coordinates were scaled from a topographic map and have
 LW0976.an estimated accuracy of +/- 6 seconds.
 LW0976
 LW0976.The orthometric height was determined by differential leveling
 LW0976.and adjusted by the National Geodetic Survey in June 1991..
 LW0976
 LW0976.The geoid height was determined by GEOID03.
 LW0976
 LW0976.The dynamic height is computed by dividing the NAVD 88
 LW0976.geopotential number by the normal gravity value computed on the
 LW0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0976.degrees latitude (g = 980.6199 gals.).
 LW0976
 LW0976.The modeled gravity was interpolated from observed gravity values.
 LW0976
 LW0976;                    North         East    Units  Estimated Accuracy
 LW0976;SPC RI       -    34,800.       94,890.      MT  (+/- 180 meters Scaled)
 LW0976
 LW0976                          SUPERSEDED SURVEY CONTROL
 LW0976
 LW0976  NGVD 29 (??/??/92)   21.683  (m)           71.14   (f) ADJ UNCH    2 0
 LW0976
 LW0976.Superseded values are not recommended for survey control.
 LW0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0976.See file dsdata.txt to determine how the superseded data were derived.
 LW0976
 LW0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF858859(NAD 83)
 LW0976_MARKER: DD = SURVEY DISK
 LW0976_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW0976+WITH SETTING: PAVEMENT
 LW0976_SP_SET: SIGN BASE
 LW0976_STAMPING: Q 22
 LW0976_MARK LOGO: RIBPR 
 LW0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0976+STABILITY: SURFACE MOTION
 LW0976
 LW0976  HISTORY     - Date     Condition        Report By
 LW0976  HISTORY     - UNK      MONUMENTED       RIBPR
 LW0976  HISTORY     - 1969     GOOD             NGS
 LW0976  HISTORY     - 1985     GOOD             USPSQD
 LW0976  HISTORY     - 1988     GOOD             USPSQD
 LW0976  HISTORY     - 1989     GOOD             USPSQD
 LW0976  HISTORY     - 1990     GOOD             USPSQD
 LW0976  HISTORY     - 19900601 GOOD             RIGS
 LW0976
 LW0976                          STATION DESCRIPTION
 LW0976
 LW0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0976'4.4 MI SW FROM WAKEFIELD.
 LW0976'ABOUT 4.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE HIGHWAY
 LW0976'OVERPASS OVER POND STREET AT WAKEFIELD, NEAR THE JUNCTION OF
 LW0976'STATE HIGHWAY 110 LEADING NORTH FROM THE SOUTHBOUND LANE, SET
 LW0976'ON THE TOP OF A CONCRETE BASE SUPPORTING A SIGN 110 NORTH KINGSTON
 LW0976'UNIV OF R I LEFT LANE, 30.1 FEET NORTH OF THE CENTER LINE OF THE
 LW0976'NORTHBOUND LANE OF THE HIGHWAY, 1.2 FEET EAST OF THE WEST END OF
 LW0976'THE CONCRETE BASE AND LEVEL WITH THE HIGHWAY.  NOTE-- MARK MAY
 LW0976'BE REACHED BY GOING 4.35 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE
 LW0976'JUNCTION OF STATE HIGHWAY 2 AND 112 AT CHARLESTOWN.  NOTE-- STAMPED
 LW0976'BY THIS PARTY.
 LW0976
 LW0976                          STATION RECOVERY (1985)
 LW0976
 LW0976'RECOVERY NOTE BY US POWER SQUADRON 1985
 LW0976'NOTE: THE SIGN HAS BEEN RELOCATED ACROSS THE HIGHWAY. THE DESCRIPTION
 LW0976'SHOULD NOW READ, DIRECTLY ACROSS THE ROAD FROM A SIGN READING '110
 LW0976'NORTH KINGSTON UNIVERSITY OF R.I. LEFT LANE. SET IN THE BASE WHERE
 LW0976'THE SIGN WAS FORMALLY LOCATED.
 LW0976
 LW0976                          STATION RECOVERY (1988)
 LW0976
 LW0976'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW0976'RECOVERED IN GOOD CONDITION.
 LW0976
 LW0976                          STATION RECOVERY (1989)
 LW0976
 LW0976'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0976'RECOVERED IN GOOD CONDITION.
 LW0976
 LW0976                          STATION RECOVERY (1990)
 LW0976
 LW0976'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0976'RECOVERED IN GOOD CONDITION.
 LW0976
 LW0976                          STATION RECOVERY (1990)
 LW0976
 LW0976'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0976'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTHWEST ALONG
 LW0976'U.S.HIGHWAY 1 FROM THE OVERPASS OVER POND STREET IN WAKEFIELD AND
 LW0976'NEAR THE JUNCTION OF STATE HIGHWAY 101 AND U.S. HIGHWAY 1.
 LW0976'OWNERSHIP--STATE RIGHT OF WAY.  THE MARK IS SET INTO THE TOP OF A .9
 LW0976'M (3.0 FT) BY 1.83 M (6.0 FT) CONCRETE BASE ONCE USED TO SUPPORT A
 LW0976'ROAD SIGN AND IS LEVEL WITH THE HIGHWAY.  IT IS 30.48 M (100.0 FT)
 LW0976'EAST OF THE EAST END OF A GUARD RAIL, 9.17 M (30.1 FT) NORTH OF THE
 LW0976'CENTER LINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 1, AND .38 M
 LW0976'(1.2 FT) EAST OF THE WEST END OF THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0364 ***********************************************************************
 LW0364  DESIGNATION -  Q 23
 LW0364  PID         -  LW0364
 LW0364  STATE/COUNTY-  RI/WASHINGTON
 LW0364  USGS QUAD   -  WICKFORD (1995)
 LW0364
 LW0364                         *CURRENT SURVEY CONTROL
 LW0364  ___________________________________________________________________
 LW0364* NAD 83(1986)-  41 35 38.     (N)    071 29 52.     (W)     SCALED    
 LW0364* NAVD 88     -        18.146  (meters)      59.53   (feet)  ADJUSTED  
 LW0364  ___________________________________________________________________
 LW0364  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW0364  DYNAMIC HT  -          18.140 (meters)      59.51  (feet)  COMP
 LW0364  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LW0364
 LW0364  VERT ORDER  -  SECOND    CLASS 0
 LW0364
 LW0364.The horizontal coordinates were scaled from a topographic map and have
 LW0364.an estimated accuracy of +/- 6 seconds.
 LW0364
 LW0364.The orthometric height was determined by differential leveling
 LW0364.and adjusted by the National Geodetic Survey in June 1991..
 LW0364
 LW0364.The geoid height was determined by GEOID03.
 LW0364
 LW0364.The dynamic height is computed by dividing the NAVD 88
 LW0364.geopotential number by the normal gravity value computed on the
 LW0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0364.degrees latitude (g = 980.6199 gals.).
 LW0364
 LW0364.The modeled gravity was interpolated from observed gravity values.
 LW0364
 LW0364;                    North         East    Units  Estimated Accuracy
 LW0364;SPC RI       -    56,700.      100,190.      MT  (+/- 180 meters Scaled)
 LW0364
 LW0364                          SUPERSEDED SURVEY CONTROL
 LW0364
 LW0364  NGVD 29 (??/??/92)   18.416  (m)           60.42   (f) ADJ UNCH    2 0
 LW0364
 LW0364.Superseded values are not recommended for survey control.
 LW0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0364.See file dsdata.txt to determine how the superseded data were derived.
 LW0364
 LW0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG918077(NAD 83)
 LW0364_MARKER: DB = BENCH MARK DISK
 LW0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0364_SP_SET: CULVERT
 LW0364_STAMPING: Q 23 1969
 LW0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0364
 LW0364  HISTORY     - Date     Condition        Report By
 LW0364  HISTORY     - 1969     MONUMENTED       CGS
 LW0364
 LW0364                          STATION DESCRIPTION
 LW0364
 LW0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0364'3.2 MI NW FROM WICKFORD.
 LW0364'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 102 FROM THE
 LW0364'JUNCTION OF U.S. HIGHWAY 1 AT WICKFORD, THENCE 0.85 MILE NORTH
 LW0364'ALONG STATE HIGHWAY 2, 0.6 MILE SOUTH OF THE WASHINGTON-KENT
 LW0364'COUNTY LINE, NEAR THE CORNER OF THE STONY BROOK GROVE ROADSIDE
 LW0364'PARK, SET ON THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 LW0364'HEAD WALL FOR A 7-FOOT BOX CULVERT WITH WING WALL AND UNDER THE
 LW0364'HIGHWAY, AT THE JUNCTION OF STONY LANE, 61 FEET NORTHEAST OF THE
 LW0364'CENTER LINE OF STONY LANE, 30 FEET NORTHWEST OF THE CENTER LINE
 LW0364'OF STATE HIGHWAY 2, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 LW0364'HIGHWAY.  NOTE-- MARK MAY BE REACHED BY GOING 4.75 MILES SOUTH
 LW0364'ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 401
 LW0364'(DIVISION STREET) AT EAST GREENWICH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1642 ***********************************************************************
 LW1642  DESIGNATION -  Q 23 RESET
 LW1642  PID         -  LW1642
 LW1642  STATE/COUNTY-  RI/WASHINGTON
 LW1642  USGS QUAD   -  WICKFORD (1995)
 LW1642
 LW1642                         *CURRENT SURVEY CONTROL
 LW1642  ___________________________________________________________________
 LW1642* NAD 83(1986)-  41 35 38.     (N)    071 29 52.     (W)     SCALED    
 LW1642* NAVD 88     -        18.240  (meters)      59.84   (feet)  ADJUSTED  
 LW1642  ___________________________________________________________________
 LW1642  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW1642  DYNAMIC HT  -          18.233 (meters)      59.82  (feet)  COMP
 LW1642  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LW1642
 LW1642  VERT ORDER  -  SECOND    CLASS II
 LW1642
 LW1642.The horizontal coordinates were scaled from a topographic map and have
 LW1642.an estimated accuracy of +/- 6 seconds.
 LW1642
 LW1642.The orthometric height was determined by differential leveling
 LW1642.and adjusted by the National Geodetic Survey in April 1995..
 LW1642
 LW1642.The geoid height was determined by GEOID03.
 LW1642
 LW1642.The dynamic height is computed by dividing the NAVD 88
 LW1642.geopotential number by the normal gravity value computed on the
 LW1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1642.degrees latitude (g = 980.6199 gals.).
 LW1642
 LW1642.The modeled gravity was interpolated from observed gravity values.
 LW1642
 LW1642;                    North         East    Units  Estimated Accuracy
 LW1642;SPC RI       -    56,700.      100,190.      MT  (+/- 180 meters Scaled)
 LW1642
 LW1642                          SUPERSEDED SURVEY CONTROL
 LW1642
 LW1642.No superseded survey control is available for this station.
 LW1642
 LW1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG918077(NAD 83)
 LW1642_MARKER: DB = BENCH MARK DISK
 LW1642_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1642_SP_SET: SET IN CONCRETE HEADWALL
 LW1642_STAMPING: Q 23 RESET 1976
 LW1642_MARK LOGO: RIDT  
 LW1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1642+STABILITY: SURFACE MOTION
 LW1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1642+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1988
 LW1642
 LW1642  HISTORY     - Date     Condition        Report By
 LW1642  HISTORY     - 1976     MONUMENTED       RIDT
 LW1642  HISTORY     - 1988     GOOD             USPSQD
 LW1642  HISTORY     - 19880701 GOOD             RIGS
 LW1642
 LW1642                          STATION DESCRIPTION
 LW1642
 LW1642'DESCRIBED BY RI DEPT OF TRANSP 1976
 LW1642'2.3 MI NW FROM WICKFORD.
 LW1642'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 102 FROM THE JUNCTION OF
 LW1642'U.S. HIGHWAY 1 IN WICKFORD, THENCE 0.85 MILE NORTH ALONG STATE
 LW1642'HIGHWAY 2, 0.6 MILE SOUTH OF WASHINGTON KENT COUNTY LINE NEAR THE
 LW1642'CORNER OF STONY BROOK ROADSIDE PARK, IN THE TOP OF THE SOUTHWEST
 LW1642'AND IN THE NEW HEADWALL NORTHWEST, 52 FEET NORTHWEST OF THE
 LW1642'CENTERLINE.
 LW1642
 LW1642                          STATION RECOVERY (1988)
 LW1642
 LW1642'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1642'RECOVERED IN GOOD CONDITION.
 LW1642
 LW1642                          STATION RECOVERY (1988)
 LW1642
 LW1642'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW1642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0532 ***********************************************************************
 LW0532  DESIGNATION -  Q 24
 LW0532  PID         -  LW0532
 LW0532  STATE/COUNTY-  RI/PROVIDENCE
 LW0532  USGS QUAD   -  PROVIDENCE (1975)
 LW0532
 LW0532                         *CURRENT SURVEY CONTROL
 LW0532  ___________________________________________________________________
 LW0532* NAD 83(1986)-  41 49 10.     (N)    071 23 24.     (W)     SCALED    
 LW0532* NAVD 88     -        13.818  (meters)      45.33   (feet)  ADJUSTED  
 LW0532  ___________________________________________________________________
 LW0532  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW0532  DYNAMIC HT  -          13.814 (meters)      45.32  (feet)  COMP
 LW0532  MODELED GRAV-     980,320.5   (mgal)                       NAVD 88
 LW0532
 LW0532  VERT ORDER  -  SECOND    CLASS 0
 LW0532
 LW0532.The horizontal coordinates were scaled from a topographic map and have
 LW0532.an estimated accuracy of +/- 6 seconds.
 LW0532
 LW0532.The orthometric height was determined by differential leveling
 LW0532.and adjusted by the National Geodetic Survey in June 1991..
 LW0532
 LW0532.The geoid height was determined by GEOID03.
 LW0532
 LW0532.The dynamic height is computed by dividing the NAVD 88
 LW0532.geopotential number by the normal gravity value computed on the
 LW0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0532.degrees latitude (g = 980.6199 gals.).
 LW0532
 LW0532.The modeled gravity was interpolated from observed gravity values.
 LW0532
 LW0532;                    North         East    Units  Estimated Accuracy
 LW0532;SPC RI       -    81,760.      109,140.      MT  (+/- 180 meters Scaled)
 LW0532
 LW0532                          SUPERSEDED SURVEY CONTROL
 LW0532
 LW0532  NGVD 29 (??/??/92)   14.067  (m)           46.15   (f) ADJ UNCH    2 0
 LW0532
 LW0532.Superseded values are not recommended for survey control.
 LW0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0532.See file dsdata.txt to determine how the superseded data were derived.
 LW0532
 LW0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG015324(NAD 83)
 LW0532_MARKER: DB = BENCH MARK DISK
 LW0532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0532_SP_SET: CONCRETE BANNISTER
 LW0532_STAMPING: Q 24 1969
 LW0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0532
 LW0532  HISTORY     - Date     Condition        Report By
 LW0532  HISTORY     - 1969     MONUMENTED       CGS
 LW0532  HISTORY     - 1985     GOOD             LOCSUR
 LW0532  HISTORY     - 1985     GOOD             LOCSUR
 LW0532
 LW0532                          STATION DESCRIPTION
 LW0532
 LW0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0532'1.4 MI E FROM PROVIDENCE.
 LW0532'ABOUT 1.4 MILES EAST ALONG INTERSTATE HIGHWAY 195 FROM THE
 LW0532'JUNCTION OF INTERSTATE HIGHWAY 95 AT PROVIDENCE, SET IN THE TOP
 LW0532'OF THE WEST END OF THE NORTH CONCRETE BANNISTER OF THE WESTBOUND
 LW0532'LANE OF INTERSTATE HIGHWAY 195 OVER THE SEEKONK RIVER AND STREETS,
 LW0532'2.5 FEET NORTH OF THE NORTH CURB OF THE HIGHWAY AND 3 FEET
 LW0532'ABOVE THE LEVEL OF THE STREET.
 LW0532
 LW0532                          STATION RECOVERY (1985)
 LW0532
 LW0532'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0532'RECOVERED IN GOOD CONDITION.
 LW0532
 LW0532                          STATION RECOVERY (1985)
 LW0532
 LW0532'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1238 ***********************************************************************
 LW1238  DESIGNATION -  Q 25
 LW1238  PID         -  LW1238
 LW1238  STATE/COUNTY-  RI/PROVIDENCE
 LW1238  USGS QUAD   -  THOMPSON (1974)
 LW1238
 LW1238                         *CURRENT SURVEY CONTROL
 LW1238  ___________________________________________________________________
 LW1238* NAD 83(1986)-  41 54 59.     (N)    071 46 06.     (W)     SCALED    
 LW1238* NAVD 88     -       177.265  (meters)     581.58   (feet)  ADJUSTED  
 LW1238  ___________________________________________________________________
 LW1238  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1238  DYNAMIC HT  -         177.203 (meters)     581.37  (feet)  COMP
 LW1238  MODELED GRAV-     980,266.3   (mgal)                       NAVD 88
 LW1238
 LW1238  VERT ORDER  -  SECOND    CLASS 0
 LW1238
 LW1238.The horizontal coordinates were scaled from a topographic map and have
 LW1238.an estimated accuracy of +/- 6 seconds.
 LW1238
 LW1238.The orthometric height was determined by differential leveling
 LW1238.and adjusted by the National Geodetic Survey in June 1991..
 LW1238
 LW1238.The geoid height was determined by GEOID03.
 LW1238
 LW1238.The dynamic height is computed by dividing the NAVD 88
 LW1238.geopotential number by the normal gravity value computed on the
 LW1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1238.degrees latitude (g = 980.6199 gals.).
 LW1238
 LW1238.The modeled gravity was interpolated from observed gravity values.
 LW1238
 LW1238;                    North         East    Units  Estimated Accuracy
 LW1238;SPC RI       -    92,560.       77,740.      MT  (+/- 180 meters Scaled)
 LW1238
 LW1238                          SUPERSEDED SURVEY CONTROL
 LW1238
 LW1238  NGVD 29 (??/??/92)  177.504  (m)          582.36   (f) ADJ UNCH    2 0
 LW1238
 LW1238.Superseded values are not recommended for survey control.
 LW1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1238.See file dsdata.txt to determine how the superseded data were derived.
 LW1238
 LW1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG704442(NAD 83)
 LW1238_MARKER: DB = BENCH MARK DISK
 LW1238_SETTING: 80 = SET IN A BOULDER
 LW1238_SP_SET: BOULDER
 LW1238_STAMPING: Q 25 1969
 LW1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1238+STABILITY: SURFACE MOTION
 LW1238
 LW1238  HISTORY     - Date     Condition        Report By
 LW1238  HISTORY     - 1969     MONUMENTED       CGS
 LW1238  HISTORY     - 1987     GOOD             USPSQD
 LW1238  HISTORY     - 1988     GOOD             USPSQD
 LW1238  HISTORY     - 19900825 GOOD             USPSQD
 LW1238
 LW1238                          STATION DESCRIPTION
 LW1238
 LW1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1238'5.3 MI W FROM CHEPACHET.
 LW1238'ABOUT 5.3 MILES WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1238'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, NEAR THE WEST
 LW1238'CORNER OF THE JUNCTION OF STATE HIGHWAY 94, SET IN THE TOP OF
 LW1238'AN IMBEDDED BOULDER WHICH IS MOSTLY COVERED WITH DIRT, 58 FEET
 LW1238'SOUTHWEST OF THE CENTER LINE OF THE EASTBOUND LANE OF THE
 LW1238'HIGHWAY, 57 FEET WEST OF THE CENTER LINE OF THE WEST LEG OF STATE
 LW1238'HIGHWAY 94 AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1238
 LW1238                          STATION RECOVERY (1987)
 LW1238
 LW1238'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1238'RECOVERED IN GOOD CONDITION.
 LW1238
 LW1238                          STATION RECOVERY (1988)
 LW1238
 LW1238'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1238'RECOVERED IN GOOD CONDITION.
 LW1238
 LW1238                          STATION RECOVERY (1990)
 LW1238
 LW1238'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1154 ***********************************************************************
 LW1154  DESIGNATION -  Q 26
 LW1154  PID         -  LW1154
 LW1154  STATE/COUNTY-  RI/WASHINGTON
 LW1154  USGS QUAD   -  VOLUNTOWN (1975)
 LW1154
 LW1154                         *CURRENT SURVEY CONTROL
 LW1154  ___________________________________________________________________
 LW1154* NAD 83(1986)-  41 33 09.     (N)    071 47 27.     (W)     SCALED    
 LW1154* NAVD 88     -       128.511  (meters)     421.62   (feet)  ADJUSTED  
 LW1154  ___________________________________________________________________
 LW1154  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW1154  DYNAMIC HT  -         128.464 (meters)     421.47  (feet)  COMP
 LW1154  MODELED GRAV-     980,259.5   (mgal)                       NAVD 88
 LW1154
 LW1154  VERT ORDER  -  SECOND    CLASS 0
 LW1154
 LW1154.The horizontal coordinates were scaled from a topographic map and have
 LW1154.an estimated accuracy of +/- 6 seconds.
 LW1154
 LW1154.The orthometric height was determined by differential leveling
 LW1154.and adjusted by the National Geodetic Survey in June 1991..
 LW1154
 LW1154.The geoid height was determined by GEOID03.
 LW1154
 LW1154.The dynamic height is computed by dividing the NAVD 88
 LW1154.geopotential number by the normal gravity value computed on the
 LW1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1154.degrees latitude (g = 980.6199 gals.).
 LW1154
 LW1154.The modeled gravity was interpolated from observed gravity values.
 LW1154
 LW1154;                    North         East    Units  Estimated Accuracy
 LW1154;SPC RI       -    52,150.       75,740.      MT  (+/- 180 meters Scaled)
 LW1154
 LW1154                          SUPERSEDED SURVEY CONTROL
 LW1154
 LW1154  NGVD 29 (??/??/92)  128.776  (m)          422.49   (f) ADJ UNCH    2 0
 LW1154
 LW1154.Superseded values are not recommended for survey control.
 LW1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1154.See file dsdata.txt to determine how the superseded data were derived.
 LW1154
 LW1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG672038(NAD 83)
 LW1154_MARKER: DB = BENCH MARK DISK
 LW1154_SETTING: 66 = SET IN ROCK OUTCROP
 LW1154_SP_SET: ROCK OUTCROP
 LW1154_STAMPING: Q 26 1969
 LW1154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1154+STABILITY: POSITION/ELEVATION WELL
 LW1154
 LW1154  HISTORY     - Date     Condition        Report By
 LW1154  HISTORY     - 1969     MONUMENTED       CGS
 LW1154  HISTORY     - 1988     GOOD             USPSQD
 LW1154  HISTORY     - 1988     GOOD             USPSQD
 LW1154  HISTORY     - 19891214 GOOD             USPSQD
 LW1154  HISTORY     - 19901121 GOOD             USPSQD
 LW1154  HISTORY     - 20020706 MARK NOT FOUND   USPS
 LW1154
 LW1154                          STATION DESCRIPTION
 LW1154
 LW1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1154'6.1 MI W FROM HOPE VALLEY.
 LW1154'ABOUT 6.1 MILES WEST ALONG STATE HIGHWAY 138 FROM THE FIRST
 LW1154'BAPTIST CHURCH AT HOPE VALLEY, 132 FEET SOUTH OF AND ACROSS THE
 LW1154'HIGHWAY FROM BENCH MARK Y 19 DESCRIBED, ABOUT 65 YARDS SOUTHEAST
 LW1154'OF THE RHODE ISLAND-CONNECTICUT STATE LINE, SET ON THE TOP OF THE
 LW1154'EAST END OF THE EXPOSED PART OF A ROCK WHICH IS 15 FEET LONG AND
 LW1154'3 FEET HIGH AT THE WEST END, 92 FEET SOUTHWEST OF THE CENTER
 LW1154'LINE OF THE HIGHWAY AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 LW1154'HIGHWAY.
 LW1154
 LW1154                          STATION RECOVERY (1988)
 LW1154
 LW1154'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1154'RECOVERED IN GOOD CONDITION.
 LW1154
 LW1154                          STATION RECOVERY (1988)
 LW1154
 LW1154'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1154'RECOVERED IN GOOD CONDITION.
 LW1154
 LW1154                          STATION RECOVERY (1989)
 LW1154
 LW1154'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1154'RECOVERED IN GOOD CONDITION.
 LW1154
 LW1154                          STATION RECOVERY (1990)
 LW1154
 LW1154'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1154'RECOVERED IN GOOD CONDITION.
 LW1154
 LW1154                          STATION RECOVERY (2002)
 LW1154
 LW1154'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0521 ***********************************************************************
 LW0521  DESIGNATION -  Q 27
 LW0521  PID         -  LW0521
 LW0521  STATE/COUNTY-  RI/NEWPORT
 LW0521  USGS QUAD   -  FALL RIVER (1979)
 LW0521
 LW0521                         *CURRENT SURVEY CONTROL
 LW0521  ___________________________________________________________________
 LW0521* NAD 83(1986)-  41 38 28.     (N)    071 11 15.     (W)     SCALED    
 LW0521* NAVD 88     -        59.468  (meters)     195.10   (feet)  ADJUSTED  
 LW0521  ___________________________________________________________________
 LW0521  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW0521  DYNAMIC HT  -          59.449 (meters)     195.04  (feet)  COMP
 LW0521  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 LW0521
 LW0521  VERT ORDER  -  SECOND    CLASS 0
 LW0521
 LW0521.The horizontal coordinates were scaled from a topographic map and have
 LW0521.an estimated accuracy of +/- 6 seconds.
 LW0521
 LW0521.The orthometric height was determined by differential leveling
 LW0521.and adjusted by the National Geodetic Survey in June 1991..
 LW0521
 LW0521.The geoid height was determined by GEOID03.
 LW0521
 LW0521.The dynamic height is computed by dividing the NAVD 88
 LW0521.geopotential number by the normal gravity value computed on the
 LW0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0521.degrees latitude (g = 980.6199 gals.).
 LW0521
 LW0521.The modeled gravity was interpolated from observed gravity values.
 LW0521
 LW0521;                    North         East    Units  Estimated Accuracy
 LW0521;SPC RI       -    61,990.      126,040.      MT  (+/- 180 meters Scaled)
 LW0521
 LW0521                          SUPERSEDED SURVEY CONTROL
 LW0521
 LW0521  NGVD 29 (??/??/92)   59.726  (m)          195.95   (f) ADJ UNCH    2 0
 LW0521
 LW0521.Superseded values are not recommended for survey control.
 LW0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0521.See file dsdata.txt to determine how the superseded data were derived.
 LW0521
 LW0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG178122(NAD 83)
 LW0521_MARKER: DB = BENCH MARK DISK
 LW0521_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0521_SP_SET: CONCRETE ABUTMENT
 LW0521_STAMPING: Q 27 1969
 LW0521_MARK LOGO: CGS   
 LW0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0521
 LW0521  HISTORY     - Date     Condition        Report By
 LW0521  HISTORY     - 1969     MONUMENTED       CGS
 LW0521  HISTORY     - 19870701 GOOD             RIGS
 LW0521
 LW0521                          STATION DESCRIPTION
 LW0521
 LW0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0521'1.1 MI NE FROM TIVERTON.
 LW0521'ABOUT 1.1 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE EAST
 LW0521'END OF THE HIGHWAY BRIDGE OVER THE SAKONNET RIVER AT TIVERTON,
 LW0521'AT THE OVERPASS OVER FISH ROAD, SET ON THE TOP OF THE SOUTHWEST
 LW0521'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE NORTHEAST BOUND
 LW0521'LANE OF THE HIGHWAY OVER FISH ROAD, 25 FEET SOUTHWEST OF THE
 LW0521'CENTER LINE OF THE NORTHEAST BOUND LANE OF THE HIGHWAY AND 1/2
 LW0521'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0521
 LW0521                          STATION RECOVERY (1987)
 LW0521
 LW0521'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0494 ***********************************************************************
 LW0494  DESIGNATION -  Q 28
 LW0494  PID         -  LW0494
 LW0494  STATE/COUNTY-  RI/NEWPORT
 LW0494  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0494
 LW0494                         *CURRENT SURVEY CONTROL
 LW0494  ___________________________________________________________________
 LW0494* NAD 83(1986)-  41 30 28.     (N)    071 18 54.     (W)     SCALED    
 LW0494* NAVD 88     -         9.746  (meters)      31.98   (feet)  ADJUSTED  
 LW0494  ___________________________________________________________________
 LW0494  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW0494  DYNAMIC HT  -           9.743 (meters)      31.97  (feet)  COMP
 LW0494  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 LW0494
 LW0494  VERT ORDER  -  SECOND    CLASS 0
 LW0494
 LW0494.The horizontal coordinates were scaled from a topographic map and have
 LW0494.an estimated accuracy of +/- 6 seconds.
 LW0494
 LW0494.The orthometric height was determined by differential leveling
 LW0494.and adjusted by the National Geodetic Survey in June 1991..
 LW0494
 LW0494.The geoid height was determined by GEOID03.
 LW0494
 LW0494.The dynamic height is computed by dividing the NAVD 88
 LW0494.geopotential number by the normal gravity value computed on the
 LW0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0494.degrees latitude (g = 980.6199 gals.).
 LW0494
 LW0494.The modeled gravity was interpolated from observed gravity values.
 LW0494
 LW0494;                    North         East    Units  Estimated Accuracy
 LW0494;SPC RI       -    47,160.      115,450.      MT  (+/- 180 meters Scaled)
 LW0494
 LW0494                          SUPERSEDED SURVEY CONTROL
 LW0494
 LW0494  NGVD 29 (??/??/92)   10.011  (m)           32.84   (f) ADJ UNCH    2 0
 LW0494
 LW0494.Superseded values are not recommended for survey control.
 LW0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0494.See file dsdata.txt to determine how the superseded data were derived.
 LW0494
 LW0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF068977(NAD 83)
 LW0494_MARKER: DB = BENCH MARK DISK
 LW0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0494_SP_SET: ABUTMENT
 LW0494_STAMPING: Q 28 1969
 LW0494_MARK LOGO: CGS   
 LW0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0494+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2005
 LW0494
 LW0494  HISTORY     - Date     Condition        Report By
 LW0494  HISTORY     - 1969     MONUMENTED       CGS
 LW0494  HISTORY     - 19890315 GOOD             RIGS
 LW0494  HISTORY     - 20051111 GOOD             USPSQD
 LW0494
 LW0494                          STATION DESCRIPTION
 LW0494
 LW0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0494'1.6 MI NE FROM NEWPORT.
 LW0494'ABOUT 0.8 MILE NORTH ALONG BROADWAY FROM THE BROADWAY BRANCH
 LW0494'POST OFFICE AT NEWPORT, THENCE 0.75 MILE WEST ALONG ADMIRAL
 LW0494'KALBFUS ROAD, SET ON THE TOP OF THE WEST END OF THE SOUTH
 LW0494'CONCRETE ABUTMENT OF THE STATE HIGHWAY 138 OVERPASS OVER ADMIRAL
 LW0494'KALBFUS ROAD, 0.65 MILE NORTHEAST OF THE EAST END OF THE LARGE
 LW0494'BRIDGE OVER NARRAGANSETT BAY (NEWPORT BRIDGE), 24 FEET WEST OF THE
 LW0494'CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY AND 1 FOOT
 LW0494'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THE HIGHWAY IS NOT
 LW0494'COMPLETED NORTH OF THE OVERPASS ON THIS DATE.
 LW0494
 LW0494                          STATION RECOVERY (1989)
 LW0494
 LW0494'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW0494'RECOVERED IN GOOD CONDITION.
 LW0494
 LW0494                          STATION RECOVERY (2005)
 LW0494
 LW0494'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW0494'COORDINATES BY GPS ARE 41 30 25.8 (N)  071 18 56.3 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0698 ***********************************************************************
 MY0698  DESIGNATION -  Q 29
 MY0698  PID         -  MY0698
 MY0698  STATE/COUNTY-  RI/PROVIDENCE
 MY0698  USGS QUAD   -  FRANKLIN (1979)
 MY0698
 MY0698                         *CURRENT SURVEY CONTROL
 MY0698  ___________________________________________________________________
 MY0698* NAD 83(1986)-  42 00 30.     (N)    071 25 34.     (W)     SCALED    
 MY0698* NAVD 88     -       101.071  (meters)     331.60   (feet)  ADJUSTED  
 MY0698  ___________________________________________________________________
 MY0698  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 MY0698  DYNAMIC HT  -         101.040 (meters)     331.50  (feet)  COMP
 MY0698  MODELED GRAV-     980,318.4   (mgal)                       NAVD 88
 MY0698
 MY0698  VERT ORDER  -  SECOND    CLASS 0
 MY0698
 MY0698.The horizontal coordinates were scaled from a topographic map and have
 MY0698.an estimated accuracy of +/- 6 seconds.
 MY0698
 MY0698.The orthometric height was determined by differential leveling
 MY0698.and adjusted by the National Geodetic Survey in June 1991..
 MY0698
 MY0698.The geoid height was determined by GEOID03.
 MY0698
 MY0698.The dynamic height is computed by dividing the NAVD 88
 MY0698.geopotential number by the normal gravity value computed on the
 MY0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0698.degrees latitude (g = 980.6199 gals.).
 MY0698
 MY0698.The modeled gravity was interpolated from observed gravity values.
 MY0698
 MY0698;                    North         East    Units  Estimated Accuracy
 MY0698;SPC RI       -   102,740.      106,120.      MT  (+/- 180 meters Scaled)
 MY0698
 MY0698                          SUPERSEDED SURVEY CONTROL
 MY0698
 MY0698  NGVD 29 (??/??/92)  101.306  (m)          332.37   (f) ADJ UNCH    2 0
 MY0698
 MY0698.Superseded values are not recommended for survey control.
 MY0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0698.See file dsdata.txt to determine how the superseded data were derived.
 MY0698
 MY0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG990535(NAD 83)
 MY0698_MARKER: DB = BENCH MARK DISK
 MY0698_SETTING: 66 = SET IN ROCK OUTCROP
 MY0698_SP_SET: ROCK CUT
 MY0698_STAMPING: Q 29 1969
 MY0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY0698+STABILITY: POSITION/ELEVATION WELL
 MY0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MY0698+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 MY0698
 MY0698  HISTORY     - Date     Condition        Report By
 MY0698  HISTORY     - 1969     MONUMENTED       CGS
 MY0698  HISTORY     - 20050327 GOOD             INDIV
 MY0698
 MY0698                          STATION DESCRIPTION
 MY0698
 MY0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MY0698'3.9 MI E FROM WOONSOCKET.
 MY0698'ABOUT 3.9 MILES EAST ALONG STATE HIGHWAY 114 FROM THE JUNCTION
 MY0698'OF STATE HIGHWAY 126 AT WOONSOCKET, ABOUT 0.4 MILE WEST OF THE
 MY0698'JUNCTION OF STATE HIGHWAY 121, AT THE NORTHWEST END OF A LONG
 MY0698'ROCK CUT WHICH IS SOUTH OF THE HIGHWAY, SET IN THE TOP OF THE
 MY0698'NORTHEAST SLOPE OF A ROCK WHICH IS ABOUT 35 FEET WIDE AT GROUND
 MY0698'LEVEL, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20
 MY0698'FEET WEST OF THE EAST CORNER OF THE ROCK AND 6 FEET ABOVE THE
 MY0698'LEVEL OF THE HIGHWAY.
 MY0698
 MY0698                          STATION RECOVERY (2005)
 MY0698
 MY0698'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DKA)
 MY0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0402 ***********************************************************************
 LW0402  DESIGNATION -  Q 30
 LW0402  PID         -  LW0402
 LW0402  STATE/COUNTY-  RI/PROVIDENCE
 LW0402  USGS QUAD   -  PROVIDENCE (1975)
 LW0402
 LW0402                         *CURRENT SURVEY CONTROL
 LW0402  ___________________________________________________________________
 LW0402* NAD 83(1986)-  41 46 49.     (N)    071 28 26.     (W)     SCALED    
 LW0402* NAVD 88     -        28.423  (meters)      93.25   (feet)  ADJUSTED  
 LW0402  ___________________________________________________________________
 LW0402  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW0402  DYNAMIC HT  -          28.414 (meters)      93.22  (feet)  COMP
 LW0402  MODELED GRAV-     980,297.2   (mgal)                       NAVD 88
 LW0402
 LW0402  VERT ORDER  -  SECOND    CLASS 0
 LW0402
 LW0402.The horizontal coordinates were scaled from a topographic map and have
 LW0402.an estimated accuracy of +/- 6 seconds.
 LW0402
 LW0402.The orthometric height was determined by differential leveling
 LW0402.and adjusted by the National Geodetic Survey in June 1991..
 LW0402
 LW0402.The geoid height was determined by GEOID03.
 LW0402
 LW0402.The dynamic height is computed by dividing the NAVD 88
 LW0402.geopotential number by the normal gravity value computed on the
 LW0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0402.degrees latitude (g = 980.6199 gals.).
 LW0402
 LW0402.The modeled gravity was interpolated from observed gravity values.
 LW0402
 LW0402;                    North         East    Units  Estimated Accuracy
 LW0402;SPC RI       -    77,400.      102,170.      MT  (+/- 180 meters Scaled)
 LW0402
 LW0402                          SUPERSEDED SURVEY CONTROL
 LW0402
 LW0402  NGVD 29 (??/??/92)   28.679  (m)           94.09   (f) ADJ UNCH    2 0
 LW0402
 LW0402.Superseded values are not recommended for survey control.
 LW0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0402.See file dsdata.txt to determine how the superseded data were derived.
 LW0402
 LW0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG944283(NAD 83)
 LW0402_MARKER: DB = BENCH MARK DISK
 LW0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0402_SP_SET: CONCRETE BOX
 LW0402_STAMPING: Q 30 1969
 LW0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0402
 LW0402  HISTORY     - Date     Condition        Report By
 LW0402  HISTORY     - 1969     MONUMENTED       CGS
 LW0402
 LW0402                          STATION DESCRIPTION
 LW0402
 LW0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0402'AT CRANSTON.
 LW0402'AT CRANSTON, ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 12
 LW0402'FROM THE INTERSECTION OF STATE HIGHWAY 5, ABOUT 0.15 MILE
 LW0402'NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 12 AND PHENIX AVENUE,
 LW0402'NEAR THE SOUTHWEST CORNER OF A PARKING LOT, AT THE REAR OF THE
 LW0402'STOP AN SHOP MARKET, SET ON THE TOP OF A CONCRETE BOX WHICH
 LW0402'HOUSES CUT-OFF VALVES IN THE CITY WATER LINE AND IS 9 1/2 FEET
 LW0402'SQUARE AND 6 FEET DEEP, 19.8 FEET NORTH OF THE NORTH CURB OF
 LW0402'THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0441 ***********************************************************************
 LW0441  DESIGNATION -  Q 31
 LW0441  PID         -  LW0441
 LW0441  STATE/COUNTY-  RI/PROVIDENCE
 LW0441  USGS QUAD   -  PROVIDENCE (1975)
 LW0441
 LW0441                         *CURRENT SURVEY CONTROL
 LW0441  ___________________________________________________________________
 LW0441* NAD 83(1986)-  41 49 01.     (N)    071 26 54.     (W)     SCALED    
 LW0441* NAVD 88     -        11.037  (meters)      36.21   (feet)  ADJUSTED  
 LW0441  ___________________________________________________________________
 LW0441  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW0441  DYNAMIC HT  -          11.034 (meters)      36.20  (feet)  COMP
 LW0441  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 LW0441
 LW0441  VERT ORDER  -  SECOND    CLASS 0
 LW0441
 LW0441.The horizontal coordinates were scaled from a topographic map and have
 LW0441.an estimated accuracy of +/- 6 seconds.
 LW0441
 LW0441.The orthometric height was determined by differential leveling
 LW0441.and adjusted by the National Geodetic Survey in June 1991..
 LW0441
 LW0441.The geoid height was determined by GEOID03.
 LW0441
 LW0441.The dynamic height is computed by dividing the NAVD 88
 LW0441.geopotential number by the normal gravity value computed on the
 LW0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0441.degrees latitude (g = 980.6199 gals.).
 LW0441
 LW0441.The modeled gravity was interpolated from observed gravity values.
 LW0441
 LW0441;                    North         East    Units  Estimated Accuracy
 LW0441;SPC RI       -    81,480.      104,290.      MT  (+/- 180 meters Scaled)
 LW0441
 LW0441                          SUPERSEDED SURVEY CONTROL
 LW0441
 LW0441  NGVD 29 (??/??/92)   11.290  (m)           37.04   (f) ADJ UNCH    2 0
 LW0441
 LW0441.Superseded values are not recommended for survey control.
 LW0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0441.See file dsdata.txt to determine how the superseded data were derived.
 LW0441
 LW0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG966323(NAD 83)
 LW0441_MARKER: DB = BENCH MARK DISK
 LW0441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0441_SP_SET: PIER
 LW0441_STAMPING: Q 31 1969
 LW0441_MARK LOGO: CGS   
 LW0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0441
 LW0441  HISTORY     - Date     Condition        Report By
 LW0441  HISTORY     - 1969     MONUMENTED       CGS
 LW0441  HISTORY     - 1987     GOOD             RIGS
 LW0441
 LW0441                          STATION DESCRIPTION
 LW0441
 LW0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0441'AT PROVIDENCE.
 LW0441'AT PROVIDENCE, ABOUT 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 6
 LW0441'(HARTFORD AVENUE) FROM THE PERRY JR HIGH SCHOOL, SET VERTICALLY
 LW0441'IN THE EAST FACE OF THE SOUTHWEST LEG FOR THE SOUTH PIER UNDER
 LW0441'THE STATE HIGHWAY 195 OVERPASS OVER THE HIGHWAY, 9 FEET SOUTHWEST
 LW0441'OF THE SOUTHWEST CURB OF U.S. HIGHWAY 6, 2 FEET ABOVE A CONCRETE
 LW0441'BLOCK FLOOR UNDER THE OVERPASS AND 2 1/2 FEET ABOVE THE LEVEL
 LW0441'OF THE HIGHWAY.
 LW0441
 LW0441                          STATION RECOVERY (1987)
 LW0441
 LW0441'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0410 ***********************************************************************
 LW0410  DESIGNATION -  Q 32
 LW0410  PID         -  LW0410
 LW0410  STATE/COUNTY-  RI/PROVIDENCE
 LW0410  USGS QUAD   -  PROVIDENCE (1975)
 LW0410
 LW0410                         *CURRENT SURVEY CONTROL
 LW0410  ___________________________________________________________________
 LW0410* NAD 83(1986)-  41 51 55.     (N)    071 29 32.     (W)     SCALED    
 LW0410* NAVD 88     -        34.393  (meters)     112.84   (feet)  ADJUSTED  
 LW0410  ___________________________________________________________________
 LW0410  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW0410  DYNAMIC HT  -          34.382 (meters)     112.80  (feet)  COMP
 LW0410  MODELED GRAV-     980,300.8   (mgal)                       NAVD 88
 LW0410
 LW0410  VERT ORDER  -  SECOND    CLASS 0
 LW0410
 LW0410.The horizontal coordinates were scaled from a topographic map and have
 LW0410.an estimated accuracy of +/- 6 seconds.
 LW0410
 LW0410.The orthometric height was determined by differential leveling
 LW0410.and adjusted by the National Geodetic Survey in June 1991..
 LW0410
 LW0410.The geoid height was determined by GEOID03.
 LW0410
 LW0410.The dynamic height is computed by dividing the NAVD 88
 LW0410.geopotential number by the normal gravity value computed on the
 LW0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0410.degrees latitude (g = 980.6199 gals.).
 LW0410
 LW0410.The modeled gravity was interpolated from observed gravity values.
 LW0410
 LW0410;                    North         East    Units  Estimated Accuracy
 LW0410;SPC RI       -    86,850.      100,650.      MT  (+/- 180 meters Scaled)
 LW0410
 LW0410                          SUPERSEDED SURVEY CONTROL
 LW0410
 LW0410  NGVD 29 (??/??/92)   34.642  (m)          113.65   (f) ADJ UNCH    2 0
 LW0410
 LW0410.Superseded values are not recommended for survey control.
 LW0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0410.See file dsdata.txt to determine how the superseded data were derived.
 LW0410
 LW0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG931378(NAD 83)
 LW0410_MARKER: DB = BENCH MARK DISK
 LW0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0410_SP_SET: ABUTMENT
 LW0410_STAMPING: Q 32 1969
 LW0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0410
 LW0410  HISTORY     - Date     Condition        Report By
 LW0410  HISTORY     - 1969     MONUMENTED       CGS
 LW0410
 LW0410                          STATION DESCRIPTION
 LW0410
 LW0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0410'AT GREYSTONE.
 LW0410'AT GREYSTONE, ABOUT 0.15 MILE SOUTHWEST ALONG GREYSTONE AVENUE
 LW0410'FROM THE INTERSECTION OF STATE HIGHWAY 104 AT GREYSTONE, ABOUT
 LW0410'0.2 MILE NORTHEAST ALONG ANGELL AVENUE FROM THE JUNCTION OF
 LW0410'U.S. HIGHWAY 44 AT GRANITEVILLE, SET IN THE TOP OF THE SOUTHEAST
 LW0410'END OF THE SOUTHWEST ABUTMENT FOR A 45-FOOT BRIDGE OVER THE
 LW0410'WOONASQUATUCKET RIVER, 19 FEET SOUTHEAST OF THE CENTER LINE OF
 LW0410'THE AVENUE AND 1/2 FOOT ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1314 ***********************************************************************
 LW1314  DESIGNATION -  Q 33
 LW1314  PID         -  LW1314
 LW1314  STATE/COUNTY-  RI/PROVIDENCE
 LW1314  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1314
 LW1314                         *CURRENT SURVEY CONTROL
 LW1314  ___________________________________________________________________
 LW1314* NAD 83(1986)-  41 53 15.     (N)    071 35 41.     (W)     SCALED    
 LW1314* NAVD 88     -       126.499  (meters)     415.02   (feet)  ADJUSTED  
 LW1314  ___________________________________________________________________
 LW1314  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1314  DYNAMIC HT  -         126.456 (meters)     414.88  (feet)  COMP
 LW1314  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 LW1314
 LW1314  VERT ORDER  -  SECOND    CLASS 0
 LW1314
 LW1314.The horizontal coordinates were scaled from a topographic map and have
 LW1314.an estimated accuracy of +/- 6 seconds.
 LW1314
 LW1314.The orthometric height was determined by differential leveling
 LW1314.and adjusted by the National Geodetic Survey in June 1991..
 LW1314
 LW1314.The geoid height was determined by GEOID03.
 LW1314
 LW1314.The dynamic height is computed by dividing the NAVD 88
 LW1314.geopotential number by the normal gravity value computed on the
 LW1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1314.degrees latitude (g = 980.6199 gals.).
 LW1314
 LW1314.The modeled gravity was interpolated from observed gravity values.
 LW1314
 LW1314;                    North         East    Units  Estimated Accuracy
 LW1314;SPC RI       -    89,320.       92,140.      MT  (+/- 180 meters Scaled)
 LW1314
 LW1314                          SUPERSEDED SURVEY CONTROL
 LW1314
 LW1314  NGVD 29 (??/??/92)  126.745  (m)          415.83   (f) ADJ UNCH    2 0
 LW1314
 LW1314.Superseded values are not recommended for survey control.
 LW1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1314.See file dsdata.txt to determine how the superseded data were derived.
 LW1314
 LW1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG847405(NAD 83)
 LW1314_MARKER: DB = BENCH MARK DISK
 LW1314_SETTING: 66 = SET IN ROCK OUTCROP
 LW1314_SP_SET: ROCK LEDGE
 LW1314_STAMPING: Q 33 1969
 LW1314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1314+STABILITY: POSITION/ELEVATION WELL
 LW1314
 LW1314  HISTORY     - Date     Condition        Report By
 LW1314  HISTORY     - 1969     MONUMENTED       CGS
 LW1314  HISTORY     - 1987     GOOD             USPSQD
 LW1314
 LW1314                          STATION DESCRIPTION
 LW1314
 LW1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1314'4.2 MI E FROM CHEPACHET.
 LW1314'ABOUT 4.2 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE SOUTH
 LW1314'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, AT HARMONY, IN THE
 LW1314'FRONT LAWN OF THE ADAH S. HAWKINS SCHOOL, SET IN THE TOP OF A
 LW1314'ROCK LEDGE WHICH IS ABOUT 150 FEET LONG AND 3 FEET HIGH, 64
 LW1314'FEET NORTHEAST OF THE CENTER LINE OF THE WESTBOUND LANE OF THE
 LW1314'HIGHWAY, 97.3 FEET SOUTH OF THE SOUTH CORNER OF THE SOUTHWEST
 LW1314'WING OF THE SCHOOL, 99 FEET SOUTHEAST OF THE FLAGPOLE FOR THE
 LW1314'SCHOOL AND 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1314
 LW1314                          STATION RECOVERY (1987)
 LW1314
 LW1314'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1105 ***********************************************************************
 LW1105  DESIGNATION -  Q 9
 LW1105  PID         -  LW1105
 LW1105  STATE/COUNTY-  RI/PROVIDENCE
 LW1105  USGS QUAD   -  CLAYVILLE (1975)
 LW1105
 LW1105                         *CURRENT SURVEY CONTROL
 LW1105  ___________________________________________________________________
 LW1105* NAD 83(1986)-  41 46 58.     (N)    071 41 54.     (W)     SCALED    
 LW1105* NAVD 88     -       140.745  (meters)     461.76   (feet)  ADJUSTED  
 LW1105  ___________________________________________________________________
 LW1105  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW1105  DYNAMIC HT  -         140.696 (meters)     461.60  (feet)  COMP
 LW1105  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 LW1105
 LW1105  VERT ORDER  -  SECOND    CLASS 0
 LW1105
 LW1105.The horizontal coordinates were scaled from a topographic map and have
 LW1105.an estimated accuracy of +/- 6 seconds.
 LW1105
 LW1105.The orthometric height was determined by differential leveling
 LW1105.and adjusted by the National Geodetic Survey in June 1991..
 LW1105
 LW1105.The geoid height was determined by GEOID03.
 LW1105
 LW1105.The dynamic height is computed by dividing the NAVD 88
 LW1105.geopotential number by the normal gravity value computed on the
 LW1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1105.degrees latitude (g = 980.6199 gals.).
 LW1105
 LW1105.The modeled gravity was interpolated from observed gravity values.
 LW1105
 LW1105;                    North         East    Units  Estimated Accuracy
 LW1105;SPC RI       -    77,700.       83,510.      MT  (+/- 180 meters Scaled)
 LW1105
 LW1105                          SUPERSEDED SURVEY CONTROL
 LW1105
 LW1105  NGVD 29 (??/??/92)  140.988  (m)          462.56   (f) ADJ UNCH    2 0
 LW1105
 LW1105.Superseded values are not recommended for survey control.
 LW1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1105.See file dsdata.txt to determine how the superseded data were derived.
 LW1105
 LW1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG757291(NAD 83)
 LW1105_MARKER: DB = BENCH MARK DISK
 LW1105_SETTING: 80 = SET IN A BOULDER
 LW1105_SP_SET: BOULDER
 LW1105_STAMPING: Q 9 1958
 LW1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1105+STABILITY: SURFACE MOTION
 LW1105
 LW1105  HISTORY     - Date     Condition        Report By
 LW1105  HISTORY     - 1958     MONUMENTED       CGS
 LW1105  HISTORY     - 1988     GOOD             USPSQD
 LW1105
 LW1105                          STATION DESCRIPTION
 LW1105
 LW1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1105'7.1 MI N FROM SUMMIT.
 LW1105'6.2 MILES NORTH ALONG STATE HIGHWAY 102 FROM ITS JUNCTION WITH
 LW1105'STATE HIGHWAY 117 AT SUMMIT, THENCE 0.3 MILES NORTHWEST ALONG
 LW1105'FOSTER CENTER ROAD, THENCE 0.6 MILES NORTH ALONG KING ROAD, ABOUT
 LW1105'87 YARDS NORTH OF A WOODEN BRIDGE, ABOUT 65 YARDS SOUTH OF A
 LW1105'BREAK IN THE GRADE, ON THE SOUTH SLOPE OF A HILL, SET IN THE
 LW1105'TOP OF A 10-FOOT BY 6-FOOT ROCK PROJECTING 3 FEET, 15 FEET
 LW1105'EAST OF THE CENTER LINE OF THE ROAD, 42 FEET NORTH OF A
 LW1105'24-INCH TRIANGULAR BLAZED OAK TREE, ABOUT 2 FEET ABOVE THE
 LW1105'LEVEL OF THE ROAD.
 LW1105
 LW1105                          STATION RECOVERY (1988)
 LW1105
 LW1105'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2452 ***********************************************************************
 LW2452  DESIGNATION -  QUAKER 1836
 LW2452  PID         -  LW2452
 LW2452  STATE/COUNTY-  RI/NEWPORT
 LW2452  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2452
 LW2452                         *CURRENT SURVEY CONTROL
 LW2452  ___________________________________________________________________
 LW2452* NAD 83(1996)-  41 34 57.20663(N)    071 15 16.61552(W)     ADJUSTED  
 LW2452* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 LW2452  ___________________________________________________________________
 LW2452  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 LW2452  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW2452
 LW2452  HORZ ORDER  -  FIRST
 LW2452
 LW2452.The horizontal coordinates were established by classical geodetic methods
 LW2452.and adjusted by the National Geodetic Survey in August 1998..
 LW2452
 LW2452.The orthometric height was scaled from a topographic map.
 LW2452
 LW2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2452
 LW2452.The geoid height was determined by GEOID03.
 LW2452
 LW2452;                    North         East     Units Scale Factor Converg.
 LW2452;SPC RI       -    55,472.735   120,462.510   MT  0.99999890   +0 09 46.3
 LW2452;SPC RI       -   181,996.80    395,217.42   sFT  0.99999890   +0 09 46.3
 LW2452;UTM  19      - 4,605,884.658   312,056.867   MT  1.00003470   -1 29 48.6
 LW2452
 LW2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2452!SPC RI       -   0.99999106  x   0.99999890  =   0.99998996
 LW2452!UTM  19      -   0.99999106  x   1.00003470  =   1.00002576
 LW2452
 LW2452:                Primary Azimuth Mark                     Grid Az
 LW2452:SPC RI       -  MT HOPE BORDEN 1836                      006 35 44.7
 LW2452:UTM  19      -  MT HOPE BORDEN 1836                      008 15 19.6
 LW2452
 LW2452|---------------------------------------------------------------------|
 LW2452| PID    Reference Object                     Distance      Geod. Az  |
 LW2452|                                                           dddmmss.s |
 LW2452| LW2303 MT HOPE BORDEN 1836                 APPROX.10.3 KM 0064531.0 |
 LW2452| LW1616 MOUNT HOPE 2                        APPROX.10.2 KM 0064718.1 |
 LW2452| LW2189 CORNELL                             APPROX. 9.4 KM 0622602.0 |
 LW2452| LW2181 JOE SANFORD                         APPROX.10.3 KM 0830401.3 |
 LW2452| LW4423 CUTTYHUNK LIGHTHOUSE                APPROX.31.6 KM 1260800.0 |
 LW2452| LW4387 GAY HEAD LIGHTHOUSE                 APPROX.43.6 KM 1262720.0 |
 LW2452| LW2163 LITTLE COMPTON CONG CH SPIRE        APPROX.10.7 KM 1392814.8 |
 LW2452| LW2378 SLATE                               APPROX. 4.9 KM 1911329.8 |
 LW2452| LW2478 WICKFORD LIGHTHOUSE OLD TOWER       APPROX.15.4 KM 2651834.3 |
 LW2452| LW2583 APPONAUG SPIRE                      APPROX.21.3 KM 3072316.9 |
 LW2452| LW2561 WARWICK LIGHTHOUSE                  APPROX.13.9 KM 3122202.0 |
 LW2452| LW2304 CASTLE ISLAND BEACON                APPROX. 8.3 KM 3413556.2 |
 LW2452| LW2631 RHODE ISLAND CORNER                 APPROX.22.1 KM 3461659.3 |
 LW2452| LW2331 BRISTOL WHITE METH CH SPIRE         APPROX.10.0 KM 3501001.1 |
 LW2452|---------------------------------------------------------------------|
 LW2452
 LW2452                          SUPERSEDED SURVEY CONTROL
 LW2452
 LW2452  NAD 83(1996)-  41 34 57.20648(N)    071 15 16.61534(W) AD(       ) 1
 LW2452  NAD 83(1992)-  41 34 57.20484(N)    071 15 16.61461(W) AD(       ) 1
 LW2452  NAD 83(1992)-  41 34 57.20441(N)    071 15 16.61433(W) AD(       ) 1
 LW2452  NAD 83(1986)-  41 34 57.20471(N)    071 15 16.61291(W) AD(       ) 1
 LW2452  NAD 27      -  41 34 56.82700(N)    071 15 18.45200(W) AD(       ) 1
 LW2452
 LW2452.Superseded values are not recommended for survey control.
 LW2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2452.See file dsdata.txt to determine how the superseded data were derived.
 LW2452
 LW2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1205705885(NAD 83)
 LW2452
 LW2452  HISTORY     - Date     Condition        Report By
 LW2452  HISTORY     - 1836     MONUMENTED       SURCOA
 LW2452  HISTORY     - 1843     SEE DESCRIPTION  CGS
 LW2452
 LW2452                          STATION DESCRIPTION
 LW2452
 LW2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1843
 LW2452'STATION REPORTED DESTROYED IN 1897.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2453 ***********************************************************************
 LW2453  DESIGNATION -  QUAKER 2 1897
 LW2453  PID         -  LW2453
 LW2453  STATE/COUNTY-  RI/NEWPORT
 LW2453  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2453
 LW2453                         *CURRENT SURVEY CONTROL
 LW2453  ___________________________________________________________________
 LW2453* NAD 83(1996)-  41 34 57.11923(N)    071 15 16.39672(W)     ADJUSTED  
 LW2453* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 LW2453  ___________________________________________________________________
 LW2453  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 LW2453  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW2453
 LW2453  HORZ ORDER  -  THIRD
 LW2453
 LW2453.The horizontal coordinates were established by classical geodetic methods
 LW2453.and adjusted by the National Geodetic Survey in August 1998..
 LW2453
 LW2453.The orthometric height was scaled from a topographic map.
 LW2453
 LW2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2453
 LW2453.The geoid height was determined by GEOID03.
 LW2453
 LW2453;                    North         East     Units Scale Factor Converg.
 LW2453;SPC RI       -    55,470.053   120,467.586   MT  0.99999890   +0 09 46.4
 LW2453;SPC RI       -   181,988.00    395,234.07   sFT  0.99999890   +0 09 46.4
 LW2453;UTM  19      - 4,605,881.830   312,061.863   MT  1.00003468   -1 29 48.4
 LW2453
 LW2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2453!SPC RI       -   0.99999106  x   0.99999890  =   0.99998996
 LW2453!UTM  19      -   0.99999106  x   1.00003468  =   1.00002574
 LW2453
 LW2453                          SUPERSEDED SURVEY CONTROL
 LW2453
 LW2453  NAD 83(1996)-  41 34 57.11919(N)    071 15 16.39638(W) AD(       ) 3
 LW2453  NAD 83(1992)-  41 34 57.11767(N)    071 15 16.39580(W) AD(       ) 3
 LW2453  NAD 83(1992)-  41 34 57.11684(N)    071 15 16.39569(W) AD(       ) 3
 LW2453  NAD 83(1986)-  41 34 57.11726(N)    071 15 16.39419(W) AD(       ) 3
 LW2453  NAD 27      -  41 34 56.73000(N)    071 15 18.23300(W) AD(       ) 3
 LW2453
 LW2453.Superseded values are not recommended for survey control.
 LW2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2453.See file dsdata.txt to determine how the superseded data were derived.
 LW2453
 LW2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1206205882(NAD 83)
 LW2453
 LW2453  HISTORY     - Date     Condition        Report By
 LW2453  HISTORY     - 1897     MONUMENTED       CGS
 LW2453
 LW2453                          STATION DESCRIPTION
 LW2453
 LW2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (DBW)
 LW2453'STATION WAS IN THE SAME VICINITY AS QUAKER, BUT WAS ONLY TEMPORARILY
 LW2453'MARKED.  THE MASSACHUSETTS TOPOGRAPHIC SURVEY COMMISSION, IN 1901
 LW2453'REPORTED IT AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2418 ***********************************************************************
 LW2418  DESIGNATION -  QUAKER 3
 LW2418  PID         -  LW2418
 LW2418  STATE/COUNTY-  RI/NEWPORT
 LW2418  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2418
 LW2418                         *CURRENT SURVEY CONTROL
 LW2418  ___________________________________________________________________
 LW2418* NAD 83(1996)-  41 35 02.47029(N)    071 15 16.42979(W)     ADJUSTED  
 LW2418* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 LW2418  ___________________________________________________________________
 LW2418  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 LW2418  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW2418
 LW2418  HORZ ORDER  -  SECOND
 LW2418
 LW2418.The horizontal coordinates were established by classical geodetic methods
 LW2418.and adjusted by the National Geodetic Survey in August 1998..
 LW2418
 LW2418.The orthometric height was scaled from a topographic map.
 LW2418
 LW2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2418
 LW2418.The geoid height was determined by GEOID03.
 LW2418
 LW2418;                    North         East     Units Scale Factor Converg.
 LW2418;SPC RI       -    55,635.138   120,466.350   MT  0.99999890   +0 09 46.4
 LW2418;SPC RI       -   182,529.62    395,230.02   sFT  0.99999890   +0 09 46.4
 LW2418;UTM  19      - 4,606,046.887   312,065.410   MT  1.00003466   -1 29 48.6
 LW2418
 LW2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2418!SPC RI       -   0.99999138  x   0.99999890  =   0.99999028
 LW2418!UTM  19      -   0.99999138  x   1.00003466  =   1.00002604
 LW2418
 LW2418|---------------------------------------------------------------------|
 LW2418| PID    Reference Object                     Distance      Geod. Az  |
 LW2418|                                                           dddmmss.s |
 LW2418| CB8445 QUAKER 4 RM 4                        23.043 METERS 00808     |
 LW2418| LW2279 FALL RIVER TWIN SPIRES 2            APPROX.15.6 KM 0405225.7 |
 LW2418| LW2280 FALL RIVER TWIN SPIRES 1            APPROX.15.6 KM 0405423.4 |
 LW2418| CB8446 QUAKER 4 RM 5                        35.552 METERS 07320     |
 LW2418| LW2182 TIVERTON TV STATION WTEV MAST       APPROX. 5.6 KM 0751456.1 |
 LW2418| CB8442 QUAKER 3 RM 1                                      0782450.9 |
 LW2418| LW2419 QUAKER 4                              6.998 METERS 09325     |
 LW2418| CB8447 QUAKER 4 RM 6                        85.902 METERS 09634     |
 LW2418| LW2439 MEMO 1932                           APPROX. 9.3 KM 2094341.9 |
 LW2418| LW2982 BEAVERTAIL LIGHTHOUSE               APPROX.19.2 KM 2190013.9 |
 LW2418| LW2377 GOULD IS LIGHTHOUSE                 APPROX. 9.2 KM 2332448.9 |
 LW2418| CB8443 QUAKER 3 RM 2                        89.520 METERS 27547     |
 LW2418| LW2675 PROVIDENCE INDUST TRUST TOWER       APPROX.29.7 KM 3340225.5 |
 LW2418| LW2638 EAST PROVIDENCE MUNICIPAL TANK      APPROX.25.8 KM 3402810.8 |
 LW2418| CB8444 QUAKER 3 RM 3                                      34635     |
 LW2418|---------------------------------------------------------------------|
 LW2418
 LW2418                          SUPERSEDED SURVEY CONTROL
 LW2418
 LW2418  NAD 83(1996)-  41 35 02.47001(N)    071 15 16.42950(W) AD(       ) 2
 LW2418  NAD 83(1992)-  41 35 02.46862(N)    071 15 16.42896(W) AD(       ) 2
 LW2418  NAD 83(1992)-  41 35 02.46815(N)    071 15 16.42865(W) AD(       ) 2
 LW2418  NAD 83(1986)-  41 35 02.46842(N)    071 15 16.42676(W) AD(       ) 2
 LW2418  NAD 27      -  41 35 02.09743(N)    071 15 18.25031(W) AD(       ) 2
 LW2418
 LW2418.Superseded values are not recommended for survey control.
 LW2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2418.See file dsdata.txt to determine how the superseded data were derived.
 LW2418
 LW2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1206506047(NAD 83)
 LW2418_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2418_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2418+STABILITY: SURFACE MOTION
 LW2418
 LW2418  HISTORY     - Date     Condition        Report By
 LW2418  HISTORY     - 1932     MONUMENTED       CGS
 LW2418  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2418  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2418  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LW2418  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LW2418
 LW2418                          STATION DESCRIPTION
 LW2418
 LW2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW2418'STATION IS NEAR THE HIGHEST POINT ON A HILL BY THE NAME OF QUAKER,
 LW2418'ABOUT 7 MILES N OF NEWPORT, AND 1.3 MILES S OF THE VILLAGE OF
 LW2418'PORTSMOUTH.
 LW2418'
 LW2418'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LW2418'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LW2418'
 LW2418'STATION MARK IS IN STONE WALL, 10 FEET N OF S END OF WALL AND E
 LW2418'AND W OF PRIVATE ROAD BETWEEN TWO CULTIVATED FIELDS.
 LW2418'
 LW2418'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 20 FEET E OF PAVED
 LW2418'ROUTE 138, 2 FEET W OF N AND S STONE WALL, AND ABOUT 40 FEET W OF
 LW2418'S END OF DRAINAGE CULVERT ON W SIDE OF HIGHWAY.
 LW2418'
 LW2418'REFERENCE MARK NO. 2 IS W OF THE STATION, IN NW CORNER OF CULTIVATE
 LW2418'FIELD, ON E SIDE OF STONE WALL, 33.0 FEET E OF CENTER LINE OF N
 LW2418'AND S GRAVEL ROAD, AND 20 FEET S OF CENTER LINE OF PRIVATE ROAD
 LW2418'MENTIONED ABOVE.
 LW2418'
 LW2418'REFERENCE MARK NO. 3 IS NW OF THE STATION, IN NW CORNER OF
 LW2418'CULTIVATED FIELD, 4 FEET S AND 2 FEET E OF STONE WALL MEETING AT
 LW2418'CORNER, AND 30 FEET E OF THE CENTER LINE OF N AND S GRAVEL ROAD.
 LW2418'
 LW2418'TO REACH FROM BRIGHTMAN STREET BRIDGE, FALL RIVER, FOLLOW
 LW2418'HIGHWAY 138, 11.5 MILES TO PORTSMOUTH, AND THENCE UP THE HILL ALONG
 LW2418'HIGHWAY 138, 1.2 MILES TO A PRIVATE ROAD LEADING UP TO THE CROWN
 LW2418'OF THE HILL.  THERE IS A BARN WITH A GREEN SILO JUST S OF THE
 LW2418'ROAD.  CONTINUE UP THIS ROAD 0.1 MILE TO POINT WHERE STONE WALL
 LW2418'TURNS N.
 LW2418'
 LW2418'HEIGHT OF SIGNAL ABOVE STATION MARK - 28 METERS.
 LW2418
 LW2418                          STATION RECOVERY (1934)
 LW2418
 LW2418'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2418'STATION MARK AND TWO REFERENCE MARKS RECOVERED AS MARKED AND
 LW2418'DESCRIBED.
 LW2418'
 LW2418'REFERENCE MARK NO. 1 IS 3 FEET W OF WALL ON THE E SIDE OF HIGHWAY
 LW2418'138, 30.21 FEET E OF THE CENTER LINE OF HIGHWAY 138, AND IS 10.95
 LW2418'FEET NE OF SW CORNER OF CATCH BASIN ON THE E SIDE OF HIGHWAY
 LW2418'138.  ALL MARKS ARE IN GOOD CONDITION.
 LW2418
 LW2418                          STATION RECOVERY (1954)
 LW2418
 LW2418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2418'STATION AND REFERENCE MARKS NO. 1 AND NO. 3 WERE RECOVERED IN
 LW2418'GOOD CONDITION.  REFERENCE MARK NO. 2 IS BELIEVED TO HAVE BEEN
 LW2418'DESTROYED AS A DRIVEWAY NOW PASSES OVER ITS LOCATION.
 LW2418'
 LW2418'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 LW2418'ADDITIONS--
 LW2418'
 LW2418'STATION MARK IS 8.3 FT. W OF THE SW LEG AND 16.8 FT. SW OF THE NW
 LW2418'LEG OF THE QUAKER FIRE TOWER.  STATION IS STAMPED QUAKER 3 1932 AND
 LW2418'IS FLUSH.
 LW2418'
 LW2418'REFERENCE MARK NO. 1 WAS FOUND AS DESCRIBED IN RECOVERY NOTES OF
 LW2418'1934.  IT IS 20.3 FT. NE OF POLE NO. 588, STAMPED QUAKER 3 NO. 1
 LW2418'1932 AND IS FLUSH.
 LW2418'
 LW2418'REFERENCE MARK NO. 3 IS 33.0 FT. E OF MIDDLE ROAD, 35.0 FT. SW
 LW2418'OF SW CORNER OF HOUSE NO. 178 AND 57.0 FT. S OF POLE
 LW2418'NO. 499.  STAMPED QUAKER 3 NO. 3 1932 AND PROJECTS 2 INCHES.
 LW2418
 LW2418                          STATION RECOVERY (1967)
 LW2418
 LW2418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS)
 LW2418'STATION MARK WAS NOT RECOVERED AFTER SEVERAL HOURS SEARCHING AND
 LW2418'DIGGING IN THE STONE WALL.  QUAKER FIRE TOWER HAS BEEN DEMOLISHED
 LW2418'AND THE FOOTINGS BULLDOZED OUT.  A NEW WATER TANK HAS BEEN
 LW2418'CONSTRUCTED IN THE VICINITY.
 LW2418'
 LW2418'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  STAMPED QUAKER
 LW2418'3 NO 1 1932, IT PROJECTS 12 INCHES, IS 70 FEET NORTH OF THE CENTER
 LW2418'OF ETHEL DRIVE, 30 FEET EAST OF THE CENTER OF HIGHWAY 138 AND 8.0
 LW2418'FEET NORTHEAST OF A MAN-HOLE COVER.  BLOCKED FROM THE STATION SITE
 LW2418'BY THE WATER TANK.
 LW2418'
 LW2418'RM 2 WAS NOT RECOVERED, AND IS PROBABLY DESTROYED AS DESCRIBED IN
 LW2418'1954.
 LW2418'
 LW2418'RM 3 WAS RECOVERED IN GOOD CONDITION.  IT IS IN A LAWN, 35 FEET
 LW2418'SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER 178 MIDDLE ROAD,
 LW2418'57.5 FEET SOUTH OF POLE NO. 88 AND 14 FEET SOUTH OF THE CENTER OF
 LW2418'DRIVEWAY TO HOUSE NUMBER 178.  IT IS STAMPED QUAKER 3 NO 3 1932,
 LW2418'IS FLUSH WITH THE LAWN, AND IS BLOCKED FROM THE STATION SITE BY A
 LW2418'HOUSE.  IT IS BLOCKED FROM RM 1 BY LAND CONTOUR.  RMS 1 AND 3
 LW2418'ARE ABOUT 750 FEET APART.
 LW2418'
 LW2418'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2418'1.3 MILES SOUTH OF PORTSMOUTH.
 LW2418
 LW2418                          STATION RECOVERY (1969)
 LW2418
 LW2418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LW2418'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF TIVERTON, 1 MILE
 LW2418'SOUTH OF PORTSMOUTH, AND ON PROPERTY OWNED BY THE TOWN OF
 LW2418'PORTSMOUTH.
 LW2418'
 LW2418'TO REACH THE STATION FROM THE PORTSMOUTH TOWN HALL, GO SOUTH ON
 LW2418'STATE HIGHWAY 138 FOR 0.4 MILE TO A GRAVELED ROAD ON THE RIGHT,
 LW2418'TURN RIGHT AND GO WEST FOR 0.1 MILE TO THE TOP OF THE GRADE AND THE
 LW2418'STATION NEAR A STANDPIPE.
 LW2418'
 LW2418'THE STATION MARK IS A STANDARD DISK STAMPED QUAKER 3 1932, SET IN
 LW2418'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS ON THE
 LW2418'EAST EDGE OF THE STONE FENCE, 13.8 FEET NORTHWEST OF A METAL
 LW2418'WITNESS POST, 8.8 FEET NORTH OF A BOARD FENCE, AND 8.7 FEET
 LW2418'NORTH-NORTHEAST OF A GRANITE PROPERTY BOUND THAT PROJECTS ABOUT 1
 LW2418'FOOT AT THE SOUTH END OF THE STONE FENCE.
 LW2418'
 LW2418'RM 6 IS A STANDARD DISK STAMPED QUAKER 4 NO 6 1968, SET IN THE
 LW2418'TOP OF A CONCRETE CYLINDER THAT IS 1 INCH BELOW THE GROUND
 LW2418'SURFACE, 56.5 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL FRAME
 LW2418'HOUSE, 21 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 2.5
 LW2418'FEET NORTH OF TRANSMISSION POLE NUMBER 430.
 LW2418'
 LW2418'RM 4 IS A STANDARD DISK STAMPED QUAKER 4 NO 4 1968, SET IN THE
 LW2418'TOP OF A CONCRETE CYLINDER THAT PROJECTS 5 INCHES.  IT IS 72 FEET
 LW2418'WEST OF A WOVEN-WIRE FENCE AROUND THE STANDPIPE, 1.8 FEET EAST OF
 LW2418'THE STONE FENCE AND 1.8 FEET WEST OF A METAL WITNESS POST.
 LW2418'
 LW2418'RM 5 IS A STANDARD DISK STAMPED QUAKER 4 NO 5 1968, SET IN THE
 LW2418'TOP OF A CONCRETE CYLINDER THAN PROJECTS 4 INCHES, IS 29 FEET NORTH
 LW2418'OF THE CENTER OF THE GRAVELED ROAD, 6.5 FEET WEST OF THE CENTER
 LW2418'OF A GATE TO THE STANDPIPE, 1.9 FEET NORTH OF A METAL WITNESS POST
 LW2418'AND 0.8 FOOT SOUTH OF THE WOVEN-WIRE FENCE.
 LW2418'
 LW2418'RM 1 THAT WAS SET ON THE EAST SIDE OF THE MAIN ROAD IS DESTROYED.
 LW2418'
 LW2418'RM 2 WAS NOT RECOVERED AND IS APPARENTLY DESTROYED.
 LW2418'
 LW2418'RM 3 WAS RECOVERED IN GOOD CONDITION BUT BLOCKED FROM THE STATION
 LW2418'BY A HOUSE.
 LW2418'IT IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH,
 LW2418'57 FEET SOUTH OF TRANSMISSION POLE NO. 88, 35 FEET SOUTHWEST OF
 LW2418'THE SOUTHWEST CORNER OF HOUSE NO. 178 AND 33 FEET EAST OF THE
 LW2418'CENTER OF MIDDLE ROAD (GRAVEL).
 LW2418'
 LW2418'QUAKER 4 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE CYLINDER
 LW2418'THAT IS FLUSH.  THE DISK IS STAMPED QUAKER 4 1968, IS 84 FEET
 LW2418'SOUTHWEST OF THE WOVEN-WIRE FENCE AROUND THE STANDPIPE, 25.5 FEET
 LW2418'EAST OF THE CENTER OF THE STONE FENCE, 12.5 FEET EAST OF THE METAL
 LW2418'WITNESS POST TO WHICH QUAKER 3 IS TIED, AND 9 FEET NORTH OF THE
 LW2418'BOARD FENCE.
 LW2418'
 LW2418'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2418'1.0 MILE SOUTH OF PORTSMOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2419 ***********************************************************************
 LW2419  DESIGNATION -  QUAKER 4
 LW2419  PID         -  LW2419
 LW2419  STATE/COUNTY-  RI/NEWPORT
 LW2419  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2419
 LW2419                         *CURRENT SURVEY CONTROL
 LW2419  ___________________________________________________________________
 LW2419* NAD 83(1996)-  41 35 02.45677(N)    071 15 16.12821(W)     ADJUSTED  
 LW2419* NAVD 88     -        84.8    (meters)     278.     (feet)  VERTCON   
 LW2419  ___________________________________________________________________
 LW2419  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 LW2419  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW2419
 LW2419  HORZ ORDER  -  FIRST
 LW2419
 LW2419.The horizontal coordinates were established by classical geodetic methods
 LW2419.and adjusted by the National Geodetic Survey in August 1998..
 LW2419
 LW2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2419
 LW2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2419
 LW2419.The geoid height was determined by GEOID03.
 LW2419
 LW2419;                    North         East     Units Scale Factor Converg.
 LW2419;SPC RI       -    55,634.740   120,473.337   MT  0.99999891   +0 09 46.6
 LW2419;SPC RI       -   182,528.31    395,252.94   sFT  0.99999891   +0 09 46.6
 LW2419;UTM  19      - 4,606,046.288   312,072.382   MT  1.00003463   -1 29 48.4
 LW2419
 LW2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2419!SPC RI       -   0.99999136  x   0.99999891  =   0.99999027
 LW2419!UTM  19      -   0.99999136  x   1.00003463  =   1.00002599
 LW2419
 LW2419|---------------------------------------------------------------------|
 LW2419| PID    Reference Object                     Distance      Geod. Az  |
 LW2419|                                                           dddmmss.s |
 LW2419| CB8446 QUAKER 4 RM 5                        29.067 METERS 06835     |
 LW2419| LW2182 TIVERTON TV STATION WTEV MAST       APPROX. 5.6 KM 0751336.4 |
 LW2419| CB8447 QUAKER 4 RM 6                        78.905 METERS 09650     |
 LW2419| LW2383 S PORTSMOUTH NEWPORT STANDPIPE      APPROX. 4.9 KM 1915136.5 |
 LW2419| LW2428 MELVILLE RAYTHEON MFG CO TANK       APPROX. 2.5 KM 2445631.8 |
 LW2419| LW2422 PORTSMOUTH MELVILLE NAVY TANK       APPROX. 1.3 KM 2593139.3 |
 LW2419| LW2418 QUAKER 3                              6.998 METERS 27325     |
 LW2419| CB8445 QUAKER 4 RM 4                        23.523 METERS 35052     |
 LW2419|---------------------------------------------------------------------|
 LW2419
 LW2419                          SUPERSEDED SURVEY CONTROL
 LW2419
 LW2419  NAD 83(1996)-  41 35 02.45649(N)    071 15 16.12792(W) AD(       ) 1
 LW2419  NAD 83(1992)-  41 35 02.45510(N)    071 15 16.12739(W) AD(       ) 1
 LW2419  NAD 83(1992)-  41 35 02.45463(N)    071 15 16.12707(W) AD(       ) 1
 LW2419  NAD 83(1986)-  41 35 02.45490(N)    071 15 16.12534(W) AD(       ) 1
 LW2419  NAD 27      -  41 35 02.08390(N)    071 15 17.94875(W) AD(       ) 1
 LW2419  NGVD 29 (07/19/86)   85.1    (m)          279.     (f) VERT ANG       
 LW2419
 LW2419.Superseded values are not recommended for survey control.
 LW2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2419.See file dsdata.txt to determine how the superseded data were derived.
 LW2419
 LW2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1207206046(NAD 83)
 LW2419_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2419+STABILITY: SURFACE MOTION
 LW2419
 LW2419  HISTORY     - Date     Condition        Report By
 LW2419  HISTORY     - 1968     MONUMENTED       CGS
 LW2419  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LW2419
 LW2419                          STATION DESCRIPTION
 LW2419
 LW2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2419'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF TIVERTON, 1
 LW2419'MILE SOUTH OF PORTSMOUTH AND ON PROPERTY OWNED BY THE TOWN OF
 LW2419'PORTSMOUTH.
 LW2419'
 LW2419'TO REACH THE STATION FROM THE PORTSMOUTH TOWN HALL, GO SOUTH ON
 LW2419'STATE HIGHWAY 138 FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 LW2419'AND GO WEST ON A GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE
 LW2419'HIGHEST POINT OF A LOW HILL NEAR A WATER STORAGE TANK.
 LW2419'
 LW2419'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 LW2419'
 LW2419'STATION MARK, STAMPED QUAKER 4 1968 IS SET FLUSH WITH THE GROUND
 LW2419'SURFACE.  IT IS 84 FEET SOUTHWEST OF A FENCE AROUND THE WATER
 LW2419'STORAGE TANK, 25.5 FEET EAST OF A ROCK FENCE AND 10 FEET NORTH OF
 LW2419'A WOODEN FENCE.
 LW2419'
 LW2419'RM 4, STAMPED QUAKER 4 NO 4 1968 PROJECTS 5 INCHES.  IT IS 72
 LW2419'FEET WEST OF THE FENCE AROUND THE WATER STORAGE TANK, 1.8 FEET EAST
 LW2419'OF THE ROCK FENCE AND 1.8 FEET WEST OF A METAL WITNESS POST.
 LW2419'
 LW2419'RM 5, STAMPED QUAKER 4 NO 5 1968 PROJECTS 4 INCHES.  IT IS 29
 LW2419'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 6.5 FEET WEST OF THE
 LW2419'CENTER OF A GATE, 1.9 FEET NORTH OF A METAL WITNESS POST AND 0.8
 LW2419'FOOT SOUTH OF THE FENCE AROUND THE WATER STORAGE TANK.
 LW2419'
 LW2419'RM 6, STAMPED QUAKER 4 NO 6 1968 IS SET 1 INCH BELOW THE GROUND
 LW2419'SURFACE.  IT IS 56.5 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 LW2419'FRAME HOUSE, 21 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND
 LW2419'2.5 FEET NORTH OF POWER POLE NUMBER 430.
 LW2419'
 LW2419'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LW2419
 LW2419                          STATION RECOVERY (1969)
 LW2419
 LW2419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LW2419'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF TIVERTON, 1 MILE
 LW2419'SOUTH OF PORTSMOUTH AND ON PROPERTY OWNED BY THE TOWN OF PORTSMOUTH.
 LW2419'
 LW2419'TO REACH THE STATION FROM THE PORTSMOUTH TOWN HALL, GO SOUTH ON
 LW2419'STATE HIGHWAY 138 FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 LW2419'AND GO WEST ON A GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE
 LW2419'HIGHEST PART OF THE HILL NEAR A WATER STANDPIPE.
 LW2419'
 LW2419'THE STATION MARK STAMPED QUAKER 4 1968, IS SET IN THE TOP OF A
 LW2419'CONCRETE CYLINDER THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 LW2419'IS 84 FEET SOUTHWEST OF A WIRE FENCE AROUND THE STANDPIPE, 25.5
 LW2419'FEET EAST OF A STONE FENCE, 12.5 FEET EAST OF A METAL WITNESS POST
 LW2419'AND 9 FEET NORTH OF A BOARD FENCE.
 LW2419'
 LW2419'RM 4, STAMPED QUAKER 4 NO 4 1968 IS SET IN THE TOP OF A CONCRETE
 LW2419'CYLINDER THAT PROJECTS 5 INCHES, IS 72 FEET WEST OF THE WIRE FENCE
 LW2419'AROUND THE STANDPIPE, 1.8 FEET EAST OF THE STONE FENCE AND 1.8 FEET
 LW2419'WEST OF A METAL WITNESS POST.
 LW2419'
 LW2419'RM 5, STAMPED QUAKER 4 NO 5 1968 IS SET IN THE TOP OF A CONCRETE
 LW2419'CYLINDER THAT PROJECTS 4 INCHES, IS 29 FEET NORTH OF THE CENTER
 LW2419'OF THE GRAVELED ROAD, 6.5 FEET WEST OF THE CENTER OF A GATE TO
 LW2419'THE STANDPIPE, 1.9 FEET NORTH OF A METAL WITNESS POST AND 0.8 FOOT
 LW2419'SOUTH OF THE WOVEN-WIRE FENCE.
 LW2419'
 LW2419'RM 6, STAMPED QUAKER 4 NO 6 1968 IS SET IN THE TOP OF A CONCRETE
 LW2419'CYLINDER THAT IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS
 LW2419'56.5 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL FRAME HOUSE, 21
 LW2419'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 2.5 FEET NORTH
 LW2419'OF TRANSMISSION POLE NUMBER 430.
 LW2419'
 LW2419'QUAKER 3 1932 IS A STANDARD TRIANGULATION DISK SET IN THE TOP
 LW2419'OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH, ON THE EAST EDGE
 LW2419'OF STONE FENCE AND WILD HEDGEROW, 13.8 FEET NORTHWEST OF A METAL
 LW2419'WITNESS POST, 8.8 FEET NORTH OF THE BOARD FENCE, AND 8.7 FEET
 LW2419'NORTH-NORTHEAST OF A GRANITE PROPERTY BOUND AT THE SOUTH END OF
 LW2419'THE STONE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3067 ***********************************************************************
 LW3067  DESIGNATION -  QUONOCHONTAUG POND
 LW3067  PID         -  LW3067
 LW3067  STATE/COUNTY-  RI/WASHINGTON
 LW3067  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3067
 LW3067                         *CURRENT SURVEY CONTROL
 LW3067  ___________________________________________________________________
 LW3067* NAD 83(1996)-  41 19 55.78439(N)    071 43 38.08500(W)     ADJUSTED  
 LW3067* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW3067  ___________________________________________________________________
 LW3067  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 LW3067  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW3067
 LW3067  HORZ ORDER  -  THIRD
 LW3067
 LW3067.The horizontal coordinates were established by classical geodetic methods
 LW3067.and adjusted by the National Geodetic Survey in August 1998..
 LW3067
 LW3067.The orthometric height was scaled from a topographic map.
 LW3067
 LW3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3067
 LW3067.The geoid height was determined by GEOID03.
 LW3067
 LW3067;                    North         East     Units Scale Factor Converg.
 LW3067;SPC RI       -    27,659.174    80,977.049   MT  0.99999820   -0 09 00.3
 LW3067;SPC RI       -    90,745.14    265,672.20   sFT  0.99999820   -0 09 00.3
 LW3067;UTM  19      - 4,579,219.906   271,778.631   MT  1.00024105   -1 48 06.9
 LW3067
 LW3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3067!SPC RI       -   1.00000422  x   0.99999820  =   1.00000242
 LW3067!UTM  19      -   1.00000422  x   1.00024105  =   1.00024527
 LW3067
 LW3067:                Primary Azimuth Mark                     Grid Az
 LW3067:SPC RI       -  HILL TIP                                 050 52 12.4
 LW3067:UTM  19      -  HILL TIP                                 052 31 19.0
 LW3067
 LW3067|---------------------------------------------------------------------|
 LW3067| PID    Reference Object                     Distance      Geod. Az  |
 LW3067|                                                           dddmmss.s |
 LW3067| LW3017 HILL TIP                            APPROX.11.6 KM 0504312.1 |
 LW3067| CB8452 QUONOCHONTAUG POND RM                              06056     |
 LW3067| LW3069 COAST GUARD CUPOLA                  APPROX. 0.6 KM 0881457.6 |
 LW3067| LW3113 BLOCK IS NORTH LIGHTHOUSE           APPROX.17.2 KM 1322510.5 |
 LW3067| LW3277 FORT HILL NEW TANK                  APPROX. 7.5 KM 2752023.7 |
 LW3067|---------------------------------------------------------------------|
 LW3067
 LW3067                          SUPERSEDED SURVEY CONTROL
 LW3067
 LW3067  NAD 83(1992)-  41 19 55.78307(N)    071 43 38.08422(W) AD(       ) 3
 LW3067  NAD 83(1986)-  41 19 55.78153(N)    071 43 38.08566(W) AD(       ) 3
 LW3067  NAD 27      -  41 19 55.41900(N)    071 43 39.85600(W) AD(       ) 3
 LW3067
 LW3067.Superseded values are not recommended for survey control.
 LW3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3067.See file dsdata.txt to determine how the superseded data were derived.
 LW3067
 LW3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7177979220(NAD 83)
 LW3067_MARKER: DD = SURVEY DISK
 LW3067_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW3067_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW3067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3067
 LW3067  HISTORY     - Date     Condition        Report By
 LW3067  HISTORY     - 1909     MONUMENTED       USE
 LW3067  HISTORY     - 1913     GOOD             CGS
 LW3067  HISTORY     - 1934     GOOD             RIGS
 LW3067  HISTORY     - 1939     GOOD             CGS
 LW3067  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3067
 LW3067                          STATION DESCRIPTION
 LW3067
 LW3067'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3067'STATION IS ON A SAND HILL BETWEEN THE OCEAN BEACH AND THE S SHORE
 LW3067'OF QUONOCHONTAUG POND, ABOUT 1/3 MILE W OF THE QUONOCHONTAUG
 LW3067'COAST GUARD STATION.  THE STATION IS MARKED BY A STANDARD BRONZE
 LW3067'DISK SET IN CONCRETE IN THE TOP OF A TILE, AS DESCRIBED IN NOTE
 LW3067'6A.  THE DISK HAS THE ADDED INSCRIPTION ESTABLISHED BY THE CORPS
 LW3067'OF ENGINEERS, U.S.A.  THE SUBSURFACE MARK IS A NAIL IN THE TOP
 LW3067'SURFACE OF A MASS OF CONCRETE 3-1/2 FEET BELOW THE
 LW3067'GROUND.  REFERENCE MARK IS A STANDARD BRONZE DISK SET IN
 LW3067'CONCRETE IN THE TOP OF A TILE, AS DESCRIBED IN NOTE 13A.  IT
 LW3067'IS 3.69 METERS (12.11 FEET) E BY N FROM THE STATION.
 LW3067
 LW3067                          STATION RECOVERY (1934)
 LW3067
 LW3067'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3067'THE STATION IS ABOUT 30 YARDS N OF THE N EDGE OF THE BEACH ON
 LW3067'THE HIGHEST POINT OF THE SAND DUNE BETWEEN THE QUONOCHONTAUG
 LW3067'COAST GUARD STATION AND THE SHELTER HARBOR BATHHOUSE.  IT IS
 LW3067'ABOUT 25 YARDS S OF THE LINE OF TELEGRAPH POLES AND ABOUT 7
 LW3067'POLES E OF THE ABOVE MENTIONED BATHHOUSE.
 LW3067'
 LW3067'THE STATION AND REFERENCE MARKS WERE FOUND MARKED AS DESCRIBED,
 LW3067'AND IN EXCELLENT CONDITION.
 LW3067
 LW3067                          STATION RECOVERY (1939)
 LW3067
 LW3067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RPE)
 LW3067'RECOVERED AS DESCRIBED.
 LW3067
 LW3067                          STATION RECOVERY (1954)
 LW3067
 LW3067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3067'STATION IS APPARENTLY LOST.  DUNE, WHERE STATION WAS LOCATED,
 LW3067'SHOWS CONSIDERABLE RECENT EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2495 ***********************************************************************
 LW2495  DESIGNATION -  QUONSET 5
 LW2495  PID         -  LW2495
 LW2495  STATE/COUNTY-  RI/WASHINGTON
 LW2495  USGS QUAD   -  WICKFORD (1995)
 LW2495
 LW2495                         *CURRENT SURVEY CONTROL
 LW2495  ___________________________________________________________________
 LW2495* NAD 83(1996)-  41 35 26.12028(N)    071 24 15.29756(W)     ADJUSTED  
 LW2495* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW2495  ___________________________________________________________________
 LW2495  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW2495  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW2495
 LW2495  HORZ ORDER  -  SECOND
 LW2495
 LW2495.This mark is at Quonset State Airport (OQU)
 LW2495
 LW2495.The horizontal coordinates were established by classical geodetic methods
 LW2495.and adjusted by the National Geodetic Survey in August 1998..
 LW2495
 LW2495.The orthometric height was scaled from a topographic map.
 LW2495
 LW2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2495
 LW2495.The geoid height was determined by GEOID03.
 LW2495
 LW2495;                    North         East     Units Scale Factor Converg.
 LW2495;SPC RI       -    56,340.104   107,983.614   MT  0.99999453   +0 03 48.8
 LW2495;SPC RI       -   184,842.49    354,276.24   sFT  0.99999453   +0 03 48.8
 LW2495;UTM  19      - 4,607,113.209   299,607.488   MT  1.00009420   -1 35 47.3
 LW2495
 LW2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2495!SPC RI       -   1.00000427  x   0.99999453  =   0.99999880
 LW2495!UTM  19      -   1.00000427  x   1.00009420  =   1.00009847
 LW2495
 LW2495:                Primary Azimuth Mark                     Grid Az
 LW2495:SPC RI       -  HOPE ISLAND 1843                         066 48 42.5
 LW2495:UTM  19      -  HOPE ISLAND 1843                         068 28 18.6
 LW2495
 LW2495|---------------------------------------------------------------------|
 LW2495| PID    Reference Object                     Distance      Geod. Az  |
 LW2495|                                                           dddmmss.s |
 LW2495| LW2404 HOPE ISLAND 1843                    APPROX. 3.5 KM 0665231.3 |
 LW2495| LW2483 QUONSET NAS BOATHOUSE POLE          APPROX. 0.8 KM 2374416.7 |
 LW2495| LW2491 QUONSET NAS INCINERATOR STACK       358.874 METERS 24419     |
 LW2495| CB8454 QUONSET 5 RM 2                       13.873 METERS 25135     |
 LW2495| LW2487 QUONSET NAS HANGER 2 CONT TR        APPROX. 1.5 KM 2562316.8 |
 LW2495| LW2486 QUONSET NAS SOUTH RADIO MAST        APPROX. 2.1 KM 2623349.9 |
 LW2495| LW2492 QUONSET NAS EAST RADIO MAST         APPROX. 2.0 KM 2651718.8 |
 LW2495| LW2488 QUONSET NAS WEST RADIO MAST         APPROX. 2.2 KM 2653319.6 |
 LW2495| LW2489 QUONSET NAVAL AIR STA S TANK        APPROX. 1.4 KM 2674754.0 |
 LW2495| LW2494 QUONSET NAS HEATING PLANT STK       APPROX. 1.3 KM 2702247.8 |
 LW2495| LW2493 QUONSET AERO LIGHT                  APPROX. 0.9 KM 2793446.2 |
 LW2495| LW2496 QUONSET NAVAL AIR STA N TANK        APPROX. 1.7 KM 2912443.7 |
 LW2495| LW2497 QUONSET NAS AOB BLD 61 CONT TR      APPROX. 0.7 KM 2955739.0 |
 LW2495| LW2501 CAMP THOMAS EAST TANK               APPROX. 3.0 KM 3012716.1 |
 LW2495| LW2503 CAMP ENDICOTT ELEVATED TANK         APPROX. 2.9 KM 3362951.0 |
 LW2495| CB8453 QUONSET 5 RM 1                       19.000 METERS 35154     |
 LW2495|---------------------------------------------------------------------|
 LW2495
 LW2495                          SUPERSEDED SURVEY CONTROL
 LW2495
 LW2495  NAD 83(1996)-  41 35 26.11977(N)    071 24 15.29724(W) AD(       ) 2
 LW2495  NAD 83(1992)-  41 35 26.11871(N)    071 24 15.29671(W) AD(       ) 2
 LW2495  NAD 83(1992)-  41 35 26.11817(N)    071 24 15.29661(W) AD(       ) 2
 LW2495  NAD 83(1986)-  41 35 26.11821(N)    071 24 15.29545(W) AD(       ) 2
 LW2495  NAD 27      -  41 35 25.73600(N)    071 24 17.10300(W) AD(       ) 2
 LW2495
 LW2495.Superseded values are not recommended for survey control.
 LW2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2495.See file dsdata.txt to determine how the superseded data were derived.
 LW2495
 LW2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9960707113(NAD 83)
 LW2495_MARKER: Z = SEE DESCRIPTION
 LW2495_SETTING: 0 = UNSPECIFIED SETTING
 LW2495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2495
 LW2495  HISTORY     - Date     Condition        Report By
 LW2495  HISTORY     - 1944     MONUMENTED       CGS
 LW2495  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2495  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2495
 LW2495                          STATION DESCRIPTION
 LW2495
 LW2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2495'STATION IS LOCATED ON THE SE CORNER OF QUONSET NAVAL AIR
 LW2495'STATION.  IT IS LOCATED 17.75 METERS W OF THE OUTSIDE BULKHEAD
 LW2495'ALONG THE WATERFRONT, 12.70 METERS ENE OF A PAIR OF AIRFIELD
 LW2495'FLOODLIGHTS SET IN A CONCRETE FOUNDATION AT THE E EDGE OF THE
 LW2495'AIRFIELD.  MARK IS STAMPED QUONSET 5 1944.
 LW2495'
 LW2495'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 LW2495'
 LW2495'REFERENCE MARK 1 IS STAMPED R.M.NO 1 1944.
 LW2495'
 LW2495'REFERENCE MARK 2 IS LOCATED 2 METERS N OF THE ABOVE-MENTIONED
 LW2495'LIGHTS.  IT IS STAMPED R.M.NO 2 1944.
 LW2495'
 LW2495'TO REACH STATION, LEAVE U.S. HIGHWAY 1 AT QUONSET ROAD, FOLLOW
 LW2495'QUONSET ROAD THROUGH THE MAIN GATE, QUONSET NAVAL AIR STATION,
 LW2495'AND ACROSS THE CROSS RUNWAYS OF THE AIRFIELD TO FIRST AVENUE,
 LW2495'N.A.S.  TURN LEFT AND FOLLOW FIRST AVENUE TO ITS END AT THE
 LW2495'N.A.S. POWER PLANT, CONTINUE ON A DIRT ROAD AND ACROSS THE END
 LW2495'OF A LARGE NW-SE RUNWAY TO THE FIRST SET OF
 LW2495'FLOODLIGHTS.  STATION IS SITUATED NEAR THESE FLOODLIGHTS.
 LW2495
 LW2495                          STATION RECOVERY (1956)
 LW2495
 LW2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2495'THE STATION WAS NOT RECOVERED.  A RECENT STORM WASHED OUT THE
 LW2495'ENTIRE AREA AND THE FLOODLIGHTS WERE REMOVED AS THEY WERE AN
 LW2495'OBSTRUCTION.  THE STATION WAS PROBABLY DESTROYED DURING THE
 LW2495'STORM.
 LW2495
 LW2495                          STATION RECOVERY (1994)
 LW2495
 LW2495'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2493 ***********************************************************************
 LW2493  DESIGNATION -  QUONSET AERO LIGHT
 LW2493  PID         -  LW2493
 LW2493  STATE/COUNTY-  RI/WASHINGTON
 LW2493  USGS QUAD   -  WICKFORD (1995)
 LW2493
 LW2493                         *CURRENT SURVEY CONTROL
 LW2493  ___________________________________________________________________
 LW2493* NAD 83(1996)-  41 35 30.80826(N)    071 24 52.31205(W)     ADJUSTED  
 LW2493* NAVD 88     -                                                        
 LW2493  ___________________________________________________________________
 LW2493  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 LW2493  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2493
 LW2493  HORZ ORDER  -  THIRD
 LW2493
 LW2493.The horizontal coordinates were established by classical geodetic methods
 LW2493.and adjusted by the National Geodetic Survey in August 1998..
 LW2493
 LW2493
 LW2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2493
 LW2493.The geoid height was determined by GEOID03.
 LW2493
 LW2493;                    North         East     Units Scale Factor Converg.
 LW2493;SPC RI       -    56,483.834   107,126.182   MT  0.99999437   +0 03 24.2
 LW2493;SPC RI       -   185,314.05    351,463.15   sFT  0.99999437   +0 03 24.2
 LW2493;UTM  19      - 4,607,281.736   298,754.493   MT  1.00009842   -1 36 12.1
 LW2493
 LW2493                          SUPERSEDED SURVEY CONTROL
 LW2493
 LW2493  NAD 83(1996)-  41 35 30.80772(N)    071 24 52.31171(W) AD(       ) 4
 LW2493  NAD 83(1992)-  41 35 30.80671(N)    071 24 52.31121(W) AD(       ) 4
 LW2493  NAD 83(1992)-  41 35 30.80616(N)    071 24 52.31112(W) AD(       ) 4
 LW2493  NAD 83(1986)-  41 35 30.80616(N)    071 24 52.30987(W) AD(       ) 4
 LW2493  NAD 27      -  41 35 30.42200(N)    071 24 54.11300(W) AD(       ) 3
 LW2493
 LW2493.Superseded values are not recommended for survey control.
 LW2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2493.See file dsdata.txt to determine how the superseded data were derived.
 LW2493
 LW2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9875407282(NAD 83)
 LW2493
 LW2493  HISTORY     - Date     Condition        Report By
 LW2493  HISTORY     - 1944     MONUMENTED       CGS
 LW2493  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2493  HISTORY     - 19980108 GOOD             USPSQD
 LW2493
 LW2493                          STATION DESCRIPTION
 LW2493
 LW2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2493'THE STATION IS LOCATED ATOP A LARGE HANGAR, APPROXIMATELY 130 METERS
 LW2493'SW OF THE INTERSECTION OF WASP STREET AND SECOND AVENUE, QUONSET
 LW2493'NAVAL AIR STATION.
 LW2493'
 LW2493'OBSERVATIONS WERE MADE ON THE AXIS OF THE REVOLVING LIGHT.
 LW2493
 LW2493                          STATION RECOVERY (1956)
 LW2493
 LW2493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2493'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LW2493
 LW2493                          STATION RECOVERY (1998)
 LW2493
 LW2493'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2497 ***********************************************************************
 LW2497  DESIGNATION -  QUONSET NAS AOB BLD 61 CONT TR
 LW2497  PID         -  LW2497
 LW2497  STATE/COUNTY-  RI/WASHINGTON
 LW2497  USGS QUAD   -  WICKFORD (1995)
 LW2497
 LW2497                         *CURRENT SURVEY CONTROL
 LW2497  ___________________________________________________________________
 LW2497* NAD 83(1996)-  41 35 36.51000(N)    071 24 43.72610(W)     ADJUSTED  
 LW2497* NAVD 88     -                                                        
 LW2497  ___________________________________________________________________
 LW2497  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 LW2497  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2497
 LW2497  HORZ ORDER  -  THIRD
 LW2497
 LW2497.This mark is at Quonset State Airport (OQU)
 LW2497
 LW2497.The horizontal coordinates were established by classical geodetic methods
 LW2497.and adjusted by the National Geodetic Survey in August 1998..
 LW2497
 LW2497
 LW2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2497
 LW2497.The geoid height was determined by GEOID03.
 LW2497
 LW2497;                    North         East     Units Scale Factor Converg.
 LW2497;SPC RI       -    56,659.940   107,324.858   MT  0.99999441   +0 03 30.0
 LW2497;SPC RI       -   185,891.82    352,114.97   sFT  0.99999441   +0 03 30.0
 LW2497;UTM  19      - 4,607,452.030   298,958.208   MT  1.00009741   -1 36 06.5
 LW2497
 LW2497                          SUPERSEDED SURVEY CONTROL
 LW2497
 LW2497  NAD 83(1996)-  41 35 36.50948(N)    071 24 43.72577(W) AD(       ) 4
 LW2497  NAD 83(1992)-  41 35 36.50845(N)    071 24 43.72525(W) AD(       ) 4
 LW2497  NAD 83(1992)-  41 35 36.50790(N)    071 24 43.72517(W) AD(       ) 4
 LW2497  NAD 83(1986)-  41 35 36.50790(N)    071 24 43.72391(W) AD(       ) 4
 LW2497  NAD 27      -  41 35 36.12400(N)    071 24 45.53000(W) AD(       ) 3
 LW2497
 LW2497.Superseded values are not recommended for survey control.
 LW2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2497.See file dsdata.txt to determine how the superseded data were derived.
 LW2497
 LW2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9895807452(NAD 83)
 LW2497
 LW2497  HISTORY     - Date     Condition        Report By
 LW2497  HISTORY     - 1944     MONUMENTED       CGS
 LW2497  HISTORY     - 1974     SEE DESCRIPTION  LOCSUR
 LW2497  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2497  HISTORY     - 19980108 GOOD             USPSQD
 LW2497
 LW2497                          STATION DESCRIPTION
 LW2497
 LW2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2497'STATION IS LOCATED ATOP THE NE SIDE OF A.O.B. BUILDING NO. 61,
 LW2497'NE OF WASP STREET, AND ON THE SW EDGE OF THE AIRFIELD, QUONSET
 LW2497'NAVAL AIR STATION.
 LW2497'
 LW2497'OBSERVATIONS WERE MADE ON THE WEATHER-VANE ROD IN THE CENTER OF THE
 LW2497'ROOF OF THE CONTROL TOWER.
 LW2497
 LW2497                          STATION RECOVERY (1974)
 LW2497
 LW2497'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LW2497'STATION WAS FOUND IN GOOD CONDITION.
 LW2497
 LW2497                          STATION RECOVERY (1994)
 LW2497
 LW2497'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2497'MARK NOT FOUND.
 LW2497
 LW2497                          STATION RECOVERY (1998)
 LW2497
 LW2497'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2483 ***********************************************************************
 LW2483  DESIGNATION -  QUONSET NAS BOATHOUSE POLE
 LW2483  PID         -  LW2483
 LW2483  STATE/COUNTY-  RI/WASHINGTON
 LW2483  USGS QUAD   -  WICKFORD (1995)
 LW2483
 LW2483                         *CURRENT SURVEY CONTROL
 LW2483  ___________________________________________________________________
 LW2483* NAD 83(1996)-  41 35 12.32094(N)    071 24 44.41275(W)     ADJUSTED  
 LW2483* NAVD 88     -                                                        
 LW2483  ___________________________________________________________________
 LW2483  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LW2483  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2483
 LW2483  HORZ ORDER  -  THIRD
 LW2483
 LW2483.The horizontal coordinates were established by classical geodetic methods
 LW2483.and adjusted by the National Geodetic Survey in August 1998..
 LW2483
 LW2483
 LW2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2483
 LW2483.The geoid height was determined by GEOID03.
 LW2483
 LW2483;                    North         East     Units Scale Factor Converg.
 LW2483;SPC RI       -    55,913.660   107,309.713   MT  0.99999441   +0 03 29.5
 LW2483;SPC RI       -   183,443.40    352,065.28   sFT  0.99999441   +0 03 29.5
 LW2483;UTM  19      - 4,606,706.425   298,921.447   MT  1.00009759   -1 36 06.2
 LW2483
 LW2483                          SUPERSEDED SURVEY CONTROL
 LW2483
 LW2483  NAD 83(1996)-  41 35 12.32041(N)    071 24 44.41240(W) AD(       ) 4
 LW2483  NAD 83(1992)-  41 35 12.31938(N)    071 24 44.41192(W) AD(       ) 4
 LW2483  NAD 83(1992)-  41 35 12.31883(N)    071 24 44.41182(W) AD(       ) 4
 LW2483  NAD 83(1986)-  41 35 12.31886(N)    071 24 44.41059(W) AD(       ) 4
 LW2483  NAD 27      -  41 35 11.93700(N)    071 24 46.21400(W) AD(       ) 3
 LW2483
 LW2483.Superseded values are not recommended for survey control.
 LW2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2483.See file dsdata.txt to determine how the superseded data were derived.
 LW2483
 LW2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9892106706(NAD 83)
 LW2483
 LW2483  HISTORY     - Date     Condition        Report By
 LW2483  HISTORY     - 1944     MONUMENTED       CGS
 LW2483  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2483  HISTORY     - 19980108 MARK NOT FOUND   USPSQD
 LW2483
 LW2483                          STATION DESCRIPTION
 LW2483
 LW2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2483'THE STATION IS LOCATED IN THE SE SECTION OF QUONSET NAVAL AIR
 LW2483'STATION, ALONG THE S WATERFRONT, S OF THE INTERSECTION OF QUONSET
 LW2483'ROAD AND FIRST STREET.
 LW2483'
 LW2483'OBSERVATIONS WERE MADE ON A TALL, SLENDER, RED AND WHITE POLE.
 LW2483
 LW2483                          STATION RECOVERY (1956)
 LW2483
 LW2483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2483'STATION DESTROYED.  THE POLE WAS REMOVED ABOUT 1950 AS IT WAS
 LW2483'AN OBSTRUCTION.
 LW2483
 LW2483                          STATION RECOVERY (1998)
 LW2483
 LW2483'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2492 ***********************************************************************
 LW2492  DESIGNATION -  QUONSET NAS EAST RADIO MAST
 LW2492  PID         -  LW2492
 LW2492  STATE/COUNTY-  RI/WASHINGTON
 LW2492  USGS QUAD   -  WICKFORD (1995)
 LW2492
 LW2492                         *CURRENT SURVEY CONTROL
 LW2492  ___________________________________________________________________
 LW2492* NAD 83(1996)-  41 35 20.68880(N)    071 25 42.93138(W)     ADJUSTED  
 LW2492* NAVD 88     -                                                        
 LW2492  ___________________________________________________________________
 LW2492  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW2492  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW2492
 LW2492  HORZ ORDER  -  THIRD
 LW2492
 LW2492.This mark is at Quonset State Airport (OQU)
 LW2492
 LW2492.The horizontal coordinates were established by classical geodetic methods
 LW2492.and adjusted by the National Geodetic Survey in August 1998..
 LW2492
 LW2492
 LW2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2492
 LW2492.The geoid height was determined by GEOID03.
 LW2492
 LW2492;                    North         East     Units Scale Factor Converg.
 LW2492;SPC RI       -    56,170.570   105,954.076   MT  0.99999419   +0 02 50.6
 LW2492;SPC RI       -   184,286.28    347,617.66   sFT  0.99999419   +0 02 50.6
 LW2492;UTM  19      - 4,607,002.529   297,573.677   MT  1.00010428   -1 36 45.4
 LW2492
 LW2492                          SUPERSEDED SURVEY CONTROL
 LW2492
 LW2492  NAD 83(1996)-  41 35 20.68823(N)    071 25 42.93105(W) AD(       ) 4
 LW2492  NAD 83(1992)-  41 35 20.68726(N)    071 25 42.93053(W) AD(       ) 4
 LW2492  NAD 83(1992)-  41 35 20.68669(N)    071 25 42.93046(W) AD(       ) 4
 LW2492  NAD 83(1986)-  41 35 20.68664(N)    071 25 42.92931(W) AD(       ) 4
 LW2492  NAD 27      -  41 35 20.30000(N)    071 25 44.72600(W) AD(       ) 3
 LW2492
 LW2492.Superseded values are not recommended for survey control.
 LW2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2492.See file dsdata.txt to determine how the superseded data were derived.
 LW2492
 LW2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9757407003(NAD 83)
 LW2492
 LW2492  HISTORY     - Date     Condition        Report By
 LW2492  HISTORY     - 1944     MONUMENTED       CGS
 LW2492  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2492  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2492  HISTORY     - 19980108 MARK NOT FOUND   USPSQD
 LW2492  HISTORY     - 20000223 MARK NOT FOUND   USPSQD
 LW2492
 LW2492                          STATION DESCRIPTION
 LW2492
 LW2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2492'THE STATION IS LOCATED APPROXIMATELY 70 METERS S OF THE
 LW2492'INTERSECTION OF LANGLEY STREET AND SARATOGA STREET WITHIN THE
 LW2492'QUONSET NAVAL AIR STATION.
 LW2492'
 LW2492'THE CENTER OF THE SHANK AT THE TOP OF THE RED AND WHITE STEEL
 LW2492'SKELETON TOWER WAS USED FOR OBSERVATIONS.
 LW2492
 LW2492                          STATION RECOVERY (1956)
 LW2492
 LW2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2492'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LW2492
 LW2492                          STATION RECOVERY (1994)
 LW2492
 LW2492'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2492'MARK NOT FOUND.
 LW2492
 LW2492                          STATION RECOVERY (1998)
 LW2492
 LW2492'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2492'MARK NOT FOUND.
 LW2492
 LW2492                          STATION RECOVERY (2000)
 LW2492
 LW2492'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW2492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2487 ***********************************************************************
 LW2487  DESIGNATION -  QUONSET NAS HANGER 2 CONT TR
 LW2487  PID         -  LW2487
 LW2487  STATE/COUNTY-  RI/WASHINGTON
 LW2487  USGS QUAD   -  WICKFORD (1995)
 LW2487
 LW2487                         *CURRENT SURVEY CONTROL
 LW2487  ___________________________________________________________________
 LW2487* NAD 83(1996)-  41 35 14.98390(N)    071 25 16.53055(W)     ADJUSTED  
 LW2487* NAVD 88     -                                                        
 LW2487  ___________________________________________________________________
 LW2487  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 LW2487  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW2487
 LW2487  HORZ ORDER  -  THIRD
 LW2487
 LW2487.This mark is at Quonset State Airport (OQU)
 LW2487
 LW2487.The horizontal coordinates were established by classical geodetic methods
 LW2487.and adjusted by the National Geodetic Survey in August 1998..
 LW2487
 LW2487
 LW2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2487
 LW2487.The geoid height was determined by GEOID03.
 LW2487
 LW2487;                    North         East     Units Scale Factor Converg.
 LW2487;SPC RI       -    55,995.099   106,565.717   MT  0.99999428   +0 03 08.2
 LW2487;SPC RI       -   183,710.59    349,624.36   sFT  0.99999428   +0 03 08.2
 LW2487;UTM  19      - 4,606,809.392   298,180.045   MT  1.00010127   -1 36 27.7
 LW2487
 LW2487                          SUPERSEDED SURVEY CONTROL
 LW2487
 LW2487  NAD 83(1996)-  41 35 14.98335(N)    071 25 16.53021(W) AD(       ) 4
 LW2487  NAD 83(1992)-  41 35 14.98236(N)    071 25 16.52971(W) AD(       ) 4
 LW2487  NAD 83(1992)-  41 35 14.98179(N)    071 25 16.52962(W) AD(       ) 4
 LW2487  NAD 83(1986)-  41 35 14.98180(N)    071 25 16.52837(W) AD(       ) 4
 LW2487  NAD 27      -  41 35 14.59800(N)    071 25 18.32800(W) AD(       ) 3
 LW2487
 LW2487.Superseded values are not recommended for survey control.
 LW2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2487.See file dsdata.txt to determine how the superseded data were derived.
 LW2487
 LW2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9818006809(NAD 83)
 LW2487
 LW2487  HISTORY     - Date     Condition        Report By
 LW2487  HISTORY     - 1944     MONUMENTED       CGS
 LW2487  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2487  HISTORY     - 19941001 GOOD             USPSQD
 LW2487  HISTORY     - 19980108 GOOD             USPSQD
 LW2487
 LW2487                          STATION DESCRIPTION
 LW2487
 LW2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2487'THE STATION IS LOCATED ATOP THE S END OF SEAPLANE HANGAR 2, S OF
 LW2487'NARRAGANSETT ROAD, IN THE S SECTION OF THE QUONSET NAVAL AIR
 LW2487'STATION.
 LW2487'
 LW2487'OBSERVATIONS WERE MADE ON THE WINDSOCK ROD IN THE CENTER OF THE
 LW2487'ROOF OF THE CONTROL TOWER.
 LW2487
 LW2487                          STATION RECOVERY (1956)
 LW2487
 LW2487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2487'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LW2487
 LW2487                          STATION RECOVERY (1994)
 LW2487
 LW2487'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2487'RECOVERED IN GOOD CONDITION.
 LW2487
 LW2487                          STATION RECOVERY (1998)
 LW2487
 LW2487'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2494 ***********************************************************************
 LW2494  DESIGNATION -  QUONSET NAS HEATING PLANT STK
 LW2494  PID         -  LW2494
 LW2494  STATE/COUNTY-  RI/WASHINGTON
 LW2494  USGS QUAD   -  WICKFORD (1995)
 LW2494
 LW2494                         *CURRENT SURVEY CONTROL
 LW2494  ___________________________________________________________________
 LW2494* NAD 83(1996)-  41 35 26.39422(N)    071 25 11.08080(W)     ADJUSTED  
 LW2494* NAVD 88     -                                                        
 LW2494  ___________________________________________________________________
 LW2494  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 LW2494  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2494
 LW2494  HORZ ORDER  -  THIRD
 LW2494
 LW2494.The horizontal coordinates were established by classical geodetic methods
 LW2494.and adjusted by the National Geodetic Survey in August 1998..
 LW2494
 LW2494
 LW2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2494
 LW2494.The geoid height was determined by GEOID03.
 LW2494
 LW2494;                    North         East     Units Scale Factor Converg.
 LW2494;SPC RI       -    56,347.238   106,691.617   MT  0.99999430   +0 03 11.8
 LW2494;SPC RI       -   184,865.90    350,037.41   sFT  0.99999430   +0 03 11.8
 LW2494;UTM  19      - 4,607,157.773   298,316.107   MT  1.00010059   -1 36 24.4
 LW2494
 LW2494                          SUPERSEDED SURVEY CONTROL
 LW2494
 LW2494  NAD 83(1996)-  41 35 26.39367(N)    071 25 11.08047(W) AD(       ) 4
 LW2494  NAD 83(1992)-  41 35 26.39267(N)    071 25 11.07996(W) AD(       ) 4
 LW2494  NAD 83(1992)-  41 35 26.39211(N)    071 25 11.07988(W) AD(       ) 4
 LW2494  NAD 83(1986)-  41 35 26.39211(N)    071 25 11.07864(W) AD(       ) 4
 LW2494  NAD 27      -  41 35 26.00700(N)    071 25 12.88000(W) AD(       ) 3
 LW2494
 LW2494.Superseded values are not recommended for survey control.
 LW2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2494.See file dsdata.txt to determine how the superseded data were derived.
 LW2494
 LW2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9831607158(NAD 83)
 LW2494
 LW2494  HISTORY     - Date     Condition        Report By
 LW2494  HISTORY     - 1944     MONUMENTED       CGS
 LW2494  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2494  HISTORY     - 19980108 MARK NOT FOUND   USPSQD
 LW2494  HISTORY     - 20011017 POOR             USPSQD
 LW2494
 LW2494                          STATION DESCRIPTION
 LW2494
 LW2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2494'STATION IS CENTRALLY LOCATED IN THE QUONSET NAVAL AIR STATION, ON
 LW2494'THE SE SIDE OF THIRD AVENUE, APPROXIMATELY 250 METERS ENE OF THE
 LW2494'INTERSECTION OF QUONSET ROAD AND THIRD AVENUE.
 LW2494'
 LW2494'OBSERVATIONS WERE CENTERED ON THE TALL, BLACK, METAL STACK.
 LW2494
 LW2494                          STATION RECOVERY (1956)
 LW2494
 LW2494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2494'STATION DESTROYED.  THE STACK HAS BEEN RAZED.
 LW2494
 LW2494                          STATION RECOVERY (1998)
 LW2494
 LW2494'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2494'MARK NOT FOUND.
 LW2494
 LW2494                          STATION RECOVERY (2001)
 LW2494
 LW2494'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW2494'STACK TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2491 ***********************************************************************
 LW2491  DESIGNATION -  QUONSET NAS INCINERATOR STACK
 LW2491  PID         -  LW2491
 LW2491  STATE/COUNTY-  RI/WASHINGTON
 LW2491  USGS QUAD   -  WICKFORD (1995)
 LW2491
 LW2491                         *CURRENT SURVEY CONTROL
 LW2491  ___________________________________________________________________
 LW2491* NAD 83(1996)-  41 35 21.07790(N)    071 24 29.26067(W)     ADJUSTED  
 LW2491* NAVD 88     -                                                        
 LW2491  ___________________________________________________________________
 LW2491  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 LW2491  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2491
 LW2491  HORZ ORDER  -  THIRD
 LW2491
 LW2491.This mark is at Quonset State Airport (OQU)
 LW2491
 LW2491.The horizontal coordinates were established by classical geodetic methods
 LW2491.and adjusted by the National Geodetic Survey in August 1998..
 LW2491
 LW2491
 LW2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2491
 LW2491.The geoid height was determined by GEOID03.
 LW2491
 LW2491;                    North         East     Units Scale Factor Converg.
 LW2491;SPC RI       -    56,184.188   107,660.382   MT  0.99999447   +0 03 39.5
 LW2491;SPC RI       -   184,330.96    353,215.77   sFT  0.99999447   +0 03 39.5
 LW2491;UTM  19      - 4,606,966.708   299,279.842   MT  1.00009582   -1 35 56.4
 LW2491
 LW2491                          SUPERSEDED SURVEY CONTROL
 LW2491
 LW2491  NAD 83(1996)-  41 35 21.07739(N)    071 24 29.26033(W) AD(       ) 4
 LW2491  NAD 83(1992)-  41 35 21.07634(N)    071 24 29.25983(W) AD(       ) 4
 LW2491  NAD 83(1992)-  41 35 21.07580(N)    071 24 29.25972(W) AD(       ) 4
 LW2491  NAD 83(1986)-  41 35 21.07584(N)    071 24 29.25853(W) AD(       ) 4
 LW2491  NAD 27      -  41 35 20.69000(N)    071 24 31.06000(W) AD(       ) 3
 LW2491
 LW2491.Superseded values are not recommended for survey control.
 LW2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2491.See file dsdata.txt to determine how the superseded data were derived.
 LW2491
 LW2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9928006967(NAD 83)
 LW2491
 LW2491  HISTORY     - Date     Condition        Report By
 LW2491  HISTORY     - 1944     MONUMENTED       CGS
 LW2491  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2491  HISTORY     - 19941001 GOOD             USPSQD
 LW2491  HISTORY     - 19980108 MARK NOT FOUND   USPSQD
 LW2491  HISTORY     - 20000223 GOOD             USPSQD
 LW2491
 LW2491                          STATION DESCRIPTION
 LW2491
 LW2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2491'THE STATION IS LOCATED IN THE SE SECTION OF QUONSET NAVAL AIR
 LW2491'STATION, NEAR THE N END OF FIRST STREET, NEAR THE BASE LAUNDRY AND
 LW2491'POWER STATION AND ADJOINING BUILDING 410.
 LW2491'
 LW2491'OBSERVATIONS WERE CENTERED ON THE LOW RED BRICK CHIMNEY.
 LW2491
 LW2491                          STATION RECOVERY (1956)
 LW2491
 LW2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2491'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LW2491
 LW2491                          STATION RECOVERY (1994)
 LW2491
 LW2491'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2491'RECOVERED IN GOOD CONDITION.
 LW2491
 LW2491                          STATION RECOVERY (1998)
 LW2491
 LW2491'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2491'MARK NOT FOUND.
 LW2491
 LW2491                          STATION RECOVERY (2000)
 LW2491
 LW2491'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW2491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2498 ***********************************************************************
 LW2498  DESIGNATION -  QUONSET NAS RADAR DOME
 LW2498  PID         -  LW2498
 LW2498  STATE/COUNTY-  RI/WASHINGTON
 LW2498  USGS QUAD   -  WICKFORD (1995)
 LW2498
 LW2498                         *CURRENT SURVEY CONTROL
 LW2498  ___________________________________________________________________
 LW2498* NAD 83(1996)-  41 35 36.32332(N)    071 25 09.98282(W)     ADJUSTED  
 LW2498* NAVD 88     -                                                        
 LW2498  ___________________________________________________________________
 LW2498  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW2498  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2498
 LW2498  HORZ ORDER  -  THIRD
 LW2498
 LW2498.This mark is at Quonset State Airport (OQU)
 LW2498
 LW2498.The horizontal coordinates were established by classical geodetic methods
 LW2498.and adjusted by the National Geodetic Survey in August 1998..
 LW2498
 LW2498
 LW2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2498
 LW2498.The geoid height was determined by GEOID03.
 LW2498
 LW2498;                    North         East     Units Scale Factor Converg.
 LW2498;SPC RI       -    56,653.587   106,716.761   MT  0.99999430   +0 03 12.5
 LW2498;SPC RI       -   185,870.98    350,119.91   sFT  0.99999430   +0 03 12.5
 LW2498;UTM  19      - 4,607,463.298   298,350.119   MT  1.00010042   -1 36 24.0
 LW2498
 LW2498                          SUPERSEDED SURVEY CONTROL
 LW2498
 LW2498  NAD 83(1996)-  41 35 36.32260(N)    071 25 09.98224(W) AD(       ) 4
 LW2498  NAD 83(1992)-  41 35 36.32184(N)    071 25 09.98205(W) AD(       ) 4
 LW2498  NAD 83(1992)-  41 35 36.32127(N)    071 25 09.98191(W) AD(       ) 4
 LW2498  NAD 83(1986)-  41 35 36.32141(N)    071 25 09.98093(W) AD(       ) 4
 LW2498  NAD 27      -  41 35 35.95459(N)    071 25 11.78000(W) AD(       ) 3
 LW2498
 LW2498.Superseded values are not recommended for survey control.
 LW2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2498.See file dsdata.txt to determine how the superseded data were derived.
 LW2498
 LW2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9835007463(NAD 83)
 LW2498
 LW2498  HISTORY     - Date     Condition        Report By
 LW2498  HISTORY     - 1968     MONUMENTED       CGS
 LW2498  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2498  HISTORY     - 19980108 MARK NOT FOUND   USPSQD
 LW2498
 LW2498                          STATION DESCRIPTION
 LW2498
 LW2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2498'THE STATION, QUONSET NAVAL AIR STATION RADAR DOME, IS THE TOP
 LW2498'CENTER OF THE WHITE RADAR DOME SUPPORTED BY 4 STEEL LEGS AND IS
 LW2498'ABOUT 75 FEET IN HEIGHT.
 LW2498'
 LW2498'THE STATION IS LOCATED ON THE QUONSET NAVAL AIR STATION
 LW2498'GROUNDS JUST NORTH OF THE SUPPLY DEPARTMENT BUILDING.
 LW2498
 LW2498                          STATION RECOVERY (1994)
 LW2498
 LW2498'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2498'MARK NOT FOUND.
 LW2498
 LW2498                          STATION RECOVERY (1998)
 LW2498
 LW2498'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2486 ***********************************************************************
 LW2486  DESIGNATION -  QUONSET NAS SOUTH RADIO MAST
 LW2486  PID         -  LW2486
 LW2486  STATE/COUNTY-  RI/WASHINGTON
 LW2486  USGS QUAD   -  WICKFORD (1995)
 LW2486
 LW2486                         *CURRENT SURVEY CONTROL
 LW2486  ___________________________________________________________________
 LW2486* NAD 83(1996)-  41 35 17.26578(N)    071 25 45.56062(W)     ADJUSTED  
 LW2486* NAVD 88     -                                                        
 LW2486  ___________________________________________________________________
 LW2486  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW2486  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW2486
 LW2486  HORZ ORDER  -  THIRD
 LW2486
 LW2486.This mark is at Quonset State Airport (OQU)
 LW2486
 LW2486.The horizontal coordinates were established by classical geodetic methods
 LW2486.and adjusted by the National Geodetic Survey in August 1998..
 LW2486
 LW2486
 LW2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2486
 LW2486.The geoid height was determined by GEOID03.
 LW2486
 LW2486;                    North         East     Units Scale Factor Converg.
 LW2486;SPC RI       -    56,064.915   105,893.265   MT  0.99999418   +0 02 48.9
 LW2486;SPC RI       -   183,939.64    347,418.15   sFT  0.99999418   +0 02 48.9
 LW2486;UTM  19      - 4,606,898.668   297,509.824   MT  1.00010460   -1 36 47.0
 LW2486
 LW2486                          SUPERSEDED SURVEY CONTROL
 LW2486
 LW2486  NAD 83(1996)-  41 35 17.26521(N)    071 25 45.56029(W) AD(       ) 4
 LW2486  NAD 83(1992)-  41 35 17.26424(N)    071 25 45.55977(W) AD(       ) 4
 LW2486  NAD 83(1992)-  41 35 17.26367(N)    071 25 45.55969(W) AD(       ) 4
 LW2486  NAD 83(1986)-  41 35 17.26365(N)    071 25 45.55849(W) AD(       ) 4
 LW2486  NAD 27      -  41 35 16.87800(N)    071 25 47.35600(W) AD(       ) 3
 LW2486
 LW2486.Superseded values are not recommended for survey control.
 LW2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2486.See file dsdata.txt to determine how the superseded data were derived.
 LW2486
 LW2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9751006899(NAD 83)
 LW2486
 LW2486  HISTORY     - Date     Condition        Report By
 LW2486  HISTORY     - 1944     MONUMENTED       CGS
 LW2486  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2486  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2486  HISTORY     - 19980108 MARK NOT FOUND   USPSQD
 LW2486  HISTORY     - 20000223 MARK NOT FOUND   USPSQD
 LW2486
 LW2486                          STATION DESCRIPTION
 LW2486
 LW2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2486'STATION IS LOCATED APPROXIMATELY 150 METERS WSW OF THE
 LW2486'INTERSECTION OF LANGLEY AND SARATOGA STREETS AND APPROXIMATELY
 LW2486'120 METERS W OF EAST RADIO MAST, N.A.S., WITHIN THE QUONSET NAVAL
 LW2486'AIR STATION.
 LW2486'
 LW2486'THE CENTER OF THE SHANK AT THE TOP OF THE RED AND WHITE STEEL
 LW2486'SKELETON TOWER WAS USED FOR OBSERVATIONS.
 LW2486
 LW2486                          STATION RECOVERY (1956)
 LW2486
 LW2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2486'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LW2486
 LW2486                          STATION RECOVERY (1994)
 LW2486
 LW2486'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2486'MARK NOT FOUND.
 LW2486
 LW2486                          STATION RECOVERY (1998)
 LW2486
 LW2486'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2486'MARK NOT FOUND.
 LW2486
 LW2486                          STATION RECOVERY (2000)
 LW2486
 LW2486'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW2486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2488 ***********************************************************************
 LW2488  DESIGNATION -  QUONSET NAS WEST RADIO MAST
 LW2488  PID         -  LW2488
 LW2488  STATE/COUNTY-  RI/WASHINGTON
 LW2488  USGS QUAD   -  WICKFORD (1995)
 LW2488
 LW2488                         *CURRENT SURVEY CONTROL
 LW2488  ___________________________________________________________________
 LW2488* NAD 83(1996)-  41 35 20.68894(N)    071 25 48.19495(W)     ADJUSTED  
 LW2488* NAVD 88     -                                                        
 LW2488  ___________________________________________________________________
 LW2488  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 LW2488  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW2488
 LW2488  HORZ ORDER  -  THIRD
 LW2488
 LW2488.This mark is at Quonset State Airport (OQU)
 LW2488
 LW2488.The horizontal coordinates were established by classical geodetic methods
 LW2488.and adjusted by the National Geodetic Survey in August 1998..
 LW2488
 LW2488
 LW2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2488
 LW2488.The geoid height was determined by GEOID03.
 LW2488
 LW2488;                    North         East     Units Scale Factor Converg.
 LW2488;SPC RI       -    56,170.475   105,832.164   MT  0.99999417   +0 02 47.1
 LW2488;SPC RI       -   184,285.97    347,217.69   sFT  0.99999417   +0 02 47.1
 LW2488;UTM  19      - 4,607,005.965   297,451.800   MT  1.00010489   -1 36 48.9
 LW2488
 LW2488                          SUPERSEDED SURVEY CONTROL
 LW2488
 LW2488  NAD 83(1996)-  41 35 20.68837(N)    071 25 48.19462(W) AD(       ) 4
 LW2488  NAD 83(1992)-  41 35 20.68741(N)    071 25 48.19410(W) AD(       ) 4
 LW2488  NAD 83(1992)-  41 35 20.68684(N)    071 25 48.19403(W) AD(       ) 4
 LW2488  NAD 83(1986)-  41 35 20.68682(N)    071 25 48.19291(W) AD(       ) 4
 LW2488  NAD 27      -  41 35 20.30000(N)    071 25 49.99000(W) AD(       ) 3
 LW2488
 LW2488.Superseded values are not recommended for survey control.
 LW2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2488.See file dsdata.txt to determine how the superseded data were derived.
 LW2488
 LW2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9745207006(NAD 83)
 LW2488
 LW2488  HISTORY     - Date     Condition        Report By
 LW2488  HISTORY     - 1944     MONUMENTED       CGS
 LW2488  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2488  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2488  HISTORY     - 19980108 MARK NOT FOUND   USPSQD
 LW2488  HISTORY     - 20000223 MARK NOT FOUND   USPSQD
 LW2488
 LW2488                          STATION DESCRIPTION
 LW2488
 LW2488'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2488'STATION IS LOCATED APPROXIMATELY 180 METERS S OF THE
 LW2488'INTERSECTION OF LANGLEY STREET AND SARATOGA STREET AND
 LW2488'APPROXIMATELY 110 METERS SSW OF EAST RADIO MAST, N.A.S. WITHIN
 LW2488'THE QUONSET NAVAL AIR STATION.
 LW2488'
 LW2488'THE CENTER OF THE SHANK AT THE TOP OF THE RED AND WHITE STEEL
 LW2488'SKELETON TOWER WAS USED FOR OBSERVATIONS.
 LW2488
 LW2488                          STATION RECOVERY (1956)
 LW2488
 LW2488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2488'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LW2488
 LW2488                          STATION RECOVERY (1994)
 LW2488
 LW2488'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2488'MARK NOT FOUND.
 LW2488
 LW2488                          STATION RECOVERY (1998)
 LW2488
 LW2488'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2488'MARK NOT FOUND.
 LW2488
 LW2488                          STATION RECOVERY (2000)
 LW2488
 LW2488'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW2488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2489 ***********************************************************************
 LW2489  DESIGNATION -  QUONSET NAVAL AIR STA S TANK
 LW2489  PID         -  LW2489
 LW2489  STATE/COUNTY-  RI/WASHINGTON
 LW2489  USGS QUAD   -  WICKFORD (1995)
 LW2489
 LW2489                         *CURRENT SURVEY CONTROL
 LW2489  ___________________________________________________________________
 LW2489* NAD 83(1996)-  41 35 24.37775(N)    071 25 15.51999(W)     ADJUSTED  
 LW2489* NAVD 88     -                                                        
 LW2489  ___________________________________________________________________
 LW2489  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LW2489  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2489
 LW2489  HORZ ORDER  -  THIRD
 LW2489
 LW2489.This mark is at Quonset State Airport (OQU)
 LW2489
 LW2489.The horizontal coordinates were established by classical geodetic methods
 LW2489.and adjusted by the National Geodetic Survey in August 1998..
 LW2489
 LW2489
 LW2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2489
 LW2489.The geoid height was determined by GEOID03.
 LW2489
 LW2489;                    North         East     Units Scale Factor Converg.
 LW2489;SPC RI       -    56,284.932   106,588.858   MT  0.99999428   +0 03 08.8
 LW2489;SPC RI       -   184,661.48    349,700.28   sFT  0.99999428   +0 03 08.8
 LW2489;UTM  19      - 4,607,098.464   298,211.575   MT  1.00010111   -1 36 27.3
 LW2489
 LW2489                          SUPERSEDED SURVEY CONTROL
 LW2489
 LW2489  NAD 83(1996)-  41 35 24.37715(N)    071 25 15.51957(W) AD(       ) 4
 LW2489  NAD 83(1992)-  41 35 24.37622(N)    071 25 15.51917(W) AD(       ) 4
 LW2489  NAD 83(1992)-  41 35 24.37566(N)    071 25 15.51907(W) AD(       ) 4
 LW2489  NAD 83(1986)-  41 35 24.37569(N)    071 25 15.51795(W) AD(       ) 4
 LW2489  NAD 27      -  41 35 24.00763(N)    071 25 17.31937(W) AD(       ) 3
 LW2489
 LW2489.Superseded values are not recommended for survey control.
 LW2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2489.See file dsdata.txt to determine how the superseded data were derived.
 LW2489
 LW2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9821207098(NAD 83)
 LW2489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2489+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 LW2489
 LW2489  HISTORY     - Date     Condition        Report By
 LW2489  HISTORY     - 1944     MONUMENTED       CGS
 LW2489  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2489  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2489  HISTORY     - 19941001 GOOD             USPSQD
 LW2489  HISTORY     - 19980108 GOOD             USPSQD
 LW2489  HISTORY     - 20000223 GOOD             USPSQD
 LW2489
 LW2489                          STATION DESCRIPTION
 LW2489
 LW2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2489'STATION IS LOCATED IN THE CENTRAL SECTION OF THE QUONSET
 LW2489'NAVAL AIR STATION ON THE E SIDE OF THE INTERSECTION
 LW2489'OF QUONSET ROAD AND THIRD AVENUE.
 LW2489'
 LW2489'OBSERVATIONS WERE MADE ON THE FINIAL OF THE ELEVATED TANK.
 LW2489
 LW2489                          STATION RECOVERY (1956)
 LW2489
 LW2489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2489'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD
 LW2489'CONDITION.  THE TANK IS PAINTED RED AND WHITE CHECKERED.  IT IS A
 LW2489'DEEPER TANK THAN THE OTHERS AND HAS A ROUNDED BOTTOM.
 LW2489
 LW2489                          STATION RECOVERY (1968)
 LW2489
 LW2489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2489'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2489
 LW2489                          STATION RECOVERY (1994)
 LW2489
 LW2489'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2489'RECOVERED IN GOOD CONDITION.
 LW2489
 LW2489                          STATION RECOVERY (1998)
 LW2489
 LW2489'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2489'RECOVERED IN GOOD CONDITION.
 LW2489
 LW2489                          STATION RECOVERY (2000)
 LW2489
 LW2489'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW2489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2496 ***********************************************************************
 LW2496  DESIGNATION -  QUONSET NAVAL AIR STA N TANK
 LW2496  PID         -  LW2496
 LW2496  STATE/COUNTY-  RI/WASHINGTON
 LW2496  USGS QUAD   -  WICKFORD (1995)
 LW2496
 LW2496                         *CURRENT SURVEY CONTROL
 LW2496  ___________________________________________________________________
 LW2496* NAD 83(1996)-  41 35 45.90078(N)    071 25 22.51331(W)     ADJUSTED  
 LW2496* NAVD 88     -                                                        
 LW2496  ___________________________________________________________________
 LW2496  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 LW2496  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2496
 LW2496  HORZ ORDER  -  THIRD
 LW2496
 LW2496.This mark is at Quonset State Airport (OQU)
 LW2496
 LW2496.The horizontal coordinates were established by classical geodetic methods
 LW2496.and adjusted by the National Geodetic Survey in August 1998..
 LW2496
 LW2496
 LW2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2496
 LW2496.The geoid height was determined by GEOID03.
 LW2496
 LW2496;                    North         East     Units Scale Factor Converg.
 LW2496;SPC RI       -    56,948.799   106,426.293   MT  0.99999426   +0 03 04.2
 LW2496;SPC RI       -   186,839.52    349,166.93   sFT  0.99999426   +0 03 04.2
 LW2496;UTM  19      - 4,607,766.834   298,068.295   MT  1.00010182   -1 36 32.6
 LW2496
 LW2496                          SUPERSEDED SURVEY CONTROL
 LW2496
 LW2496  NAD 83(1996)-  41 35 45.90012(N)    071 25 22.51283(W) AD(       ) 4
 LW2496  NAD 83(1992)-  41 35 45.89927(N)    071 25 22.51250(W) AD(       ) 4
 LW2496  NAD 83(1992)-  41 35 45.89870(N)    071 25 22.51240(W) AD(       ) 4
 LW2496  NAD 83(1986)-  41 35 45.89876(N)    071 25 22.51130(W) AD(       ) 4
 LW2496  NAD 27      -  41 35 45.53055(N)    071 25 24.31166(W) AD(       ) 3
 LW2496
 LW2496.Superseded values are not recommended for survey control.
 LW2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2496.See file dsdata.txt to determine how the superseded data were derived.
 LW2496
 LW2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9806807767(NAD 83)
 LW2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2496+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 LW2496
 LW2496  HISTORY     - Date     Condition        Report By
 LW2496  HISTORY     - 1944     MONUMENTED       CGS
 LW2496  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2496  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2496  HISTORY     - 19941001 GOOD             USPSQD
 LW2496  HISTORY     - 19980108 GOOD             USPSQD
 LW2496  HISTORY     - 20000223 GOOD             USPSQD
 LW2496
 LW2496                          STATION DESCRIPTION
 LW2496
 LW2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2496'STATION IS LOCATED IN THE N SECTION OF THE QUONSET NAVAL AIR
 LW2496'STATION, BETWEEN A SET OF TENNIS COURTS AND A BASEBALL DIAMOND,
 LW2496'APPROXIMATELY 100 METERS N OF THE INTERSECTION OF YORKTOWN
 LW2496'STREET AND SIXTH AVENUE QUONSET, N.A.S.
 LW2496'
 LW2496'OBSERVATIONS WERE MADE ON THE FINIAL OF THE ELEVATED TANK.
 LW2496
 LW2496                          STATION RECOVERY (1956)
 LW2496
 LW2496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2496'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 LW2496'TANK IS PAINTED RED AND WHITE CHECKERED AND HAS A ROUNDED BOTTOM.
 LW2496
 LW2496                          STATION RECOVERY (1968)
 LW2496
 LW2496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2496'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2496
 LW2496                          STATION RECOVERY (1994)
 LW2496
 LW2496'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2496'RECOVERED IN GOOD CONDITION.
 LW2496
 LW2496                          STATION RECOVERY (1998)
 LW2496
 LW2496'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2496'RECOVERED IN GOOD CONDITION.
 LW2496
 LW2496                          STATION RECOVERY (2000)
 LW2496
 LW2496'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW2496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2471 ***********************************************************************
 LW2471  DESIGNATION -  QUONSETT 3 1868
 LW2471  PID         -  LW2471
 LW2471  STATE/COUNTY-  RI/WASHINGTON
 LW2471  USGS QUAD   -  WICKFORD (1995)
 LW2471
 LW2471                         *CURRENT SURVEY CONTROL
 LW2471  ___________________________________________________________________
 LW2471* NAD 83(1996)-  41 35 16.84961(N)    071 24 21.52143(W)     ADJUSTED  
 LW2471* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2471  ___________________________________________________________________
 LW2471  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 LW2471  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2471
 LW2471  HORZ ORDER  -  THIRD
 LW2471
 LW2471.The horizontal coordinates were established by classical geodetic methods
 LW2471.and adjusted by the National Geodetic Survey in August 1998..
 LW2471
 LW2471.The orthometric height was scaled from a topographic map.
 LW2471
 LW2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2471
 LW2471.The geoid height was determined by GEOID03.
 LW2471
 LW2471;                    North         East     Units Scale Factor Converg.
 LW2471;SPC RI       -    56,053.933   107,839.775   MT  0.99999451   +0 03 44.7
 LW2471;SPC RI       -   183,903.61    353,804.33   sFT  0.99999451   +0 03 44.7
 LW2471;UTM  19      - 4,606,831.297   299,455.405   MT  1.00009495   -1 35 51.2
 LW2471
 LW2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2471!SPC RI       -   1.00000474  x   0.99999451  =   0.99999925
 LW2471!UTM  19      -   1.00000474  x   1.00009495  =   1.00009969
 LW2471
 LW2471:                Primary Azimuth Mark                     Grid Az
 LW2471:SPC RI       -  PINE HILL 1843                           046 09 26.8
 LW2471:UTM  19      -  PINE HILL 1843                           047 49 02.7
 LW2471
 LW2471|---------------------------------------------------------------------|
 LW2471| PID    Reference Object                     Distance      Geod. Az  |
 LW2471|                                                           dddmmss.s |
 LW2471| LW2345 PINE HILL 1843                      APPROX. 7.3 KM 0461311.5 |
 LW2471| LW3008 DUTCH ISLAND LIGHTHOUSE             APPROX.10.1 KM 1791253.0 |
 LW2471| LW2941 NARRAGANSETT CHURCH                 APPROX.10.7 KM 1884452.7 |
 LW2471| LW2516 BROWNINGS HOUSE CHIMNEY             APPROX. 6.4 KM 1981756.5 |
 LW2471| LW2514 HAMILTON MILLS CUPOLA               APPROX. 5.0 KM 2113053.2 |
 LW2471| LW2478 WICKFORD LIGHTHOUSE OLD TOWER       APPROX. 3.3 KM 2354404.6 |
 LW2471| LW2476 WICKFORD BAPTIST CHURCH             APPROX. 4.2 KM 2444514.9 |
 LW2471| LW2482 VAUGHNS HOUSE CUPOLA                APPROX. 5.0 KM 2512009.5 |
 LW2471|---------------------------------------------------------------------|
 LW2471
 LW2471                          SUPERSEDED SURVEY CONTROL
 LW2471
 LW2471  NAD 83(1996)-  41 35 16.84909(N)    071 24 21.52108(W) AD(       ) 3
 LW2471  NAD 83(1992)-  41 35 16.84807(N)    071 24 21.52058(W) AD(       ) 3
 LW2471  NAD 83(1992)-  41 35 16.84750(N)    071 24 21.52051(W) AD(       ) 3
 LW2471  NAD 83(1986)-  41 35 16.84750(N)    071 24 21.51923(W) AD(       ) 3
 LW2471  NAD 27      -  41 35 16.47600(N)    071 24 23.30900(W) AD(       ) 3
 LW2471
 LW2471.Superseded values are not recommended for survey control.
 LW2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2471.See file dsdata.txt to determine how the superseded data were derived.
 LW2471
 LW2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9945506831(NAD 83)
 LW2471
 LW2471  HISTORY     - Date     Condition        Report By
 LW2471  HISTORY     - 1868     MONUMENTED       COASUR
 LW2471  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2471
 LW2471                          STATION DESCRIPTION
 LW2471
 LW2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2471'REPORTED DESTROYED IN 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2485 ***********************************************************************
 LW2485  DESIGNATION -  QUONSETT 4 1912
 LW2485  PID         -  LW2485
 LW2485  STATE/COUNTY-  RI/WASHINGTON
 LW2485  USGS QUAD   -  WICKFORD (1995)
 LW2485
 LW2485                         *CURRENT SURVEY CONTROL
 LW2485  ___________________________________________________________________
 LW2485* NAD 83(1996)-  41 35 18.51395(N)    071 24 21.84378(W)     ADJUSTED  
 LW2485* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2485  ___________________________________________________________________
 LW2485  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 LW2485  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2485
 LW2485  HORZ ORDER  -  THIRD
 LW2485
 LW2485.The horizontal coordinates were established by classical geodetic methods
 LW2485.and adjusted by the National Geodetic Survey in August 1998..
 LW2485
 LW2485.The orthometric height was scaled from a topographic map.
 LW2485
 LW2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2485
 LW2485.The geoid height was determined by GEOID03.
 LW2485
 LW2485;                    North         East     Units Scale Factor Converg.
 LW2485;SPC RI       -    56,105.272   107,832.253   MT  0.99999450   +0 03 44.5
 LW2485;SPC RI       -   184,072.05    353,779.65   sFT  0.99999450   +0 03 44.5
 LW2485;UTM  19      - 4,606,882.838   299,449.372   MT  1.00009498   -1 35 51.4
 LW2485
 LW2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2485!SPC RI       -   1.00000474  x   0.99999450  =   0.99999924
 LW2485!UTM  19      -   1.00000474  x   1.00009498  =   1.00009972
 LW2485
 LW2485:                Primary Azimuth Mark                     Grid Az
 LW2485:SPC RI       -  WARWICK NECK SEM WATER TOWER             012 33 33.0
 LW2485:UTM  19      -  WARWICK NECK SEM WATER TOWER             014 13 08.9
 LW2485
 LW2485|---------------------------------------------------------------------|
 LW2485| PID    Reference Object                     Distance      Geod. Az  |
 LW2485|                                                           dddmmss.s |
 LW2485| LW2557 WARWICK NECK SEM WATER TOWER        APPROX.10.8 KM 0123717.5 |
 LW2485| LW2322 ROCKY POINT OBSERVATORY             APPROX.11.6 KM 0162353.8 |
 LW2485| LW2426 CONANICUT LIGHTHOUSE                APPROX. 3.3 KM 1200856.8 |
 LW2485| LW2423 ROUND TOWER                         APPROX. 3.9 KM 1203851.2 |
 LW2485| LW2520 PLUM BEACH LIGHTHOUSE               APPROX. 6.5 KM 1792231.1 |
 LW2485| LW2517 OWEN WISTER WATER TOWER             APPROX. 6.6 KM 1943044.2 |
 LW2485| LW2480 WHITE ROCKS BEACON                  APPROX. 1.8 KM 2100945.0 |
 LW2485| LW2508 HAMILTON POWER STATION CHIMNEY      APPROX. 5.0 KM 2141813.1 |
 LW2485| LW2478 WICKFORD LIGHTHOUSE OLD TOWER       APPROX. 3.4 KM 2345630.1 |
 LW2485| LW2477 WICKFORD EPISCOPAL CH SPIRE         APPROX. 4.1 KM 2430550.0 |
 LW2485| LW2490 POORHOUSE BARN CUPOLA               APPROX. 0.6 KM 2842624.6 |
 LW2485|---------------------------------------------------------------------|
 LW2485
 LW2485                          SUPERSEDED SURVEY CONTROL
 LW2485
 LW2485  NAD 83(1996)-  41 35 18.51346(N)    071 24 21.84343(W) AD(       ) 3
 LW2485  NAD 83(1992)-  41 35 18.51239(N)    071 24 21.84294(W) AD(       ) 3
 LW2485  NAD 83(1992)-  41 35 18.51185(N)    071 24 21.84282(W) AD(       ) 3
 LW2485  NAD 83(1986)-  41 35 18.51183(N)    071 24 21.84171(W) AD(       ) 3
 LW2485  NAD 27      -  41 35 18.12800(N)    071 24 23.65700(W) AD(       ) 3
 LW2485
 LW2485.Superseded values are not recommended for survey control.
 LW2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2485.See file dsdata.txt to determine how the superseded data were derived.
 LW2485
 LW2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9944906883(NAD 83)
 LW2485
 LW2485  HISTORY     - Date     Condition        Report By
 LW2485  HISTORY     - 1912     MONUMENTED       CGS
 LW2485  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2485  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2485
 LW2485                          STATION DESCRIPTION
 LW2485
 LW2485'DESCRIBED BY US ENGINEERS 1916
 LW2485'ON THE PROMINENT POINT OF THE SAME NAME ON THE W SHORE OF
 LW2485'NARRAGANSETT BAY, ABOUT 2-1/2 MILES E BY N OF WICKFORD.  THE
 LW2485'STATION IS ON A SAND RIDGE NEAR THE END OF THE POINT AND IS
 LW2485'MARKED BY A STANDARD DISK STATION MARK SET IN CONCRETE AT THE
 LW2485'CENTER OF THE TOP OF A TILE WHICH IS SURROUNDED BY A MASS OF
 LW2485'CONCRETE, AS DESCRIBED IN NOTE 6B.  A STANDARD REFERENCE DISK,
 LW2485'WITH THE ARROW POINTING TOWARD THE STATION, SET IN CONCRETE AT
 LW2485'THE CENTER OF THE TOP OF A TILE, WHICH IS SURROUNDED BY A MASS
 LW2485'OF CONCRETE, IS 13.58 METERS (44.55 FEET) W FROM THE
 LW2485'STATION.  THREE PREVIOUS STATIONS, QUONSETT (1843), QUONSETT
 LW2485'2 (1863), AND QUONSETT 3 (1868), WERE LOCATED IN THIS
 LW2485'VICINITY, BUT ARE NOW LOST AND ARE SUPERSEDED BY THIS
 LW2485'STATION.
 LW2485
 LW2485                          STATION RECOVERY (1935)
 LW2485
 LW2485'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2485'UNABLE TO FIND EITHER STATION OR REFERENCE MARKS.  QUONSET
 LW2485'POINT (NOT QUONSETT) IS THE SITE OF A SUMMER COLONY AND THERE
 LW2485'WAS NO ONE AROUND OF WHOM TO INQUIRE, AND THE CHANCES ARE GOOD
 LW2485'THAT BOTH MARKS HAVE BEEN WASHED AWAY.
 LW2485'
 LW2485'NOTE--FROM LETTER OF EDWARD R. COOP, NOV. 4, 1935--ON NOVEMBER
 LW2485'3, I NOTICED ONE OF THE SURVEY MARKERS ON THE BEACH AT QUONSET
 LW2485'POINT, TOWN OF NORTH KINGSTOWN, WASHINGTON COUNTY, R.I.  APPARENTLY
 LW2485'THE FIRM GROUND THAT THIS MARKER WAS SET IN HAS BEEN WASHED
 LW2485'AWAY, AND AT PRESENT THE WHOLE ASSEMBLY IS LOOSE ON THE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0768 ***********************************************************************
 LW0768  DESIGNATION -  R 1
 LW0768  PID         -  LW0768
 LW0768  STATE/COUNTY-  RI/WASHINGTON
 LW0768  USGS QUAD   -  CAROLINA (1970)
 LW0768
 LW0768                         *CURRENT SURVEY CONTROL
 LW0768  ___________________________________________________________________
 LW0768* NAD 83(1986)-  41 26 37.     (N)    071 40 13.     (W)     SCALED    
 LW0768* NAVD 88     -        24.947  (meters)      81.85   (feet)  POSTED    
 LW0768  ___________________________________________________________________
 LW0768  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LW0768  DYNAMIC HT  -          24.940 (meters)      81.82  (feet)  COMP
 LW0768  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 LW0768
 LW0768  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LW0768
 LW0768.The horizontal coordinates were scaled from a topographic map and have
 LW0768.an estimated accuracy of +/- 6 seconds.
 LW0768
 LW0768.The orthometric height was determined by differential leveling
 LW0768.and adjusted by the National Geodetic Survey in 1992..
 LW0768.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LW0768.rate of 0.0 thru 1.0 mm/km.
 LW0768
 LW0768.The geoid height was determined by GEOID03.
 LW0768
 LW0768.The dynamic height is computed by dividing the NAVD 88
 LW0768.geopotential number by the normal gravity value computed on the
 LW0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0768.degrees latitude (g = 980.6199 gals.).
 LW0768
 LW0768.The modeled gravity was interpolated from observed gravity values.
 LW0768
 LW0768;                    North         East    Units  Estimated Accuracy
 LW0768;SPC RI       -    40,030.       85,770.      MT  (+/- 180 meters Scaled)
 LW0768
 LW0768                          SUPERSEDED SURVEY CONTROL
 LW0768
 LW0768.No superseded survey control is available for this station.
 LW0768
 LW0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF769914(NAD 83)
 LW0768_MARKER: DB = BENCH MARK DISK
 LW0768_SETTING: 80 = SET IN A BOULDER
 LW0768_SP_SET: BOULDER
 LW0768_STAMPING: R1 1923 ELEV 82.782 FT
 LW0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0768+STABILITY: SURFACE MOTION
 LW0768
 LW0768  HISTORY     - Date     Condition        Report By
 LW0768  HISTORY     - 1923     MONUMENTED       CGS
 LW0768  HISTORY     - 1965     GOOD             NGS
 LW0768  HISTORY     - 1988     GOOD             USPSQD
 LW0768  HISTORY     - 1989     GOOD             USPSQD
 LW0768  HISTORY     - 1990     GOOD             USPSQD
 LW0768
 LW0768                          STATION DESCRIPTION
 LW0768
 LW0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0768'1.2 MI NE FROM WOOD RIVER JUNCTION.
 LW0768'1.2 MILES NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0768'RAILROAD FROM THE CROSSING OF NARRAGANSETT TRAIL AT WOOD
 LW0768'RIVER JUNCTION, ABOUT 455 YARDS NORTHEAST OF MILEPOST NH 79,
 LW0768'ABOUT 195 YARDS NORTHEAST OF TWO LARGE BOULDERS ON SOUTHEAST
 LW0768'SIDE OF TRACKS, SET ON THE TOP OF A 7-BY-7-FOOT OUTCROP, 8.5
 LW0768'FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1 FOOT ABOVE THE
 LW0768'LEVEL OF THE TRACK.  NOTE-- NOT LEVELED OVER BY THIS PARTY IN
 LW0768'1965.
 LW0768
 LW0768                          STATION RECOVERY (1988)
 LW0768
 LW0768'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0768'RECOVERED IN GOOD CONDITION.
 LW0768
 LW0768                          STATION RECOVERY (1989)
 LW0768
 LW0768'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0768'RECOVERED IN GOOD CONDITION.
 LW0768
 LW0768                          STATION RECOVERY (1990)
 LW0768
 LW0768'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1773 ***********************************************************************
 LW1773  DESIGNATION -  R 1 RIGS
 LW1773  PID         -  LW1773
 LW1773  STATE/COUNTY-  RI/PROVIDENCE
 LW1773  USGS QUAD   -  PAWTUCKET (1975)
 LW1773
 LW1773                         *CURRENT SURVEY CONTROL
 LW1773  ___________________________________________________________________
 LW1773* NAD 83(1986)-  41 54 53.     (N)    071 29 17.     (W)     SCALED    
 LW1773* NAVD 88     -       134.003  (meters)     439.64   (feet)  ADJUSTED  
 LW1773  ___________________________________________________________________
 LW1773  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW1773  DYNAMIC HT  -         133.961 (meters)     439.50  (feet)  COMP
 LW1773  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 LW1773
 LW1773  VERT ORDER  -  SECOND    CLASS II
 LW1773
 LW1773.This mark is at North Central State Airport (SFZ)
 LW1773
 LW1773.The horizontal coordinates were scaled from a topographic map and have
 LW1773.an estimated accuracy of +/- 6 seconds.
 LW1773
 LW1773.The orthometric height was determined by differential leveling
 LW1773.and adjusted by the National Geodetic Survey in June 1991..
 LW1773
 LW1773.The geoid height was determined by GEOID03.
 LW1773
 LW1773.The dynamic height is computed by dividing the NAVD 88
 LW1773.geopotential number by the normal gravity value computed on the
 LW1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1773.degrees latitude (g = 980.6199 gals.).
 LW1773
 LW1773.The modeled gravity was interpolated from observed gravity values.
 LW1773
 LW1773;                    North         East    Units  Estimated Accuracy
 LW1773;SPC RI       -    92,340.      100,990.      MT  (+/- 180 meters Scaled)
 LW1773
 LW1773                          SUPERSEDED SURVEY CONTROL
 LW1773
 LW1773.No superseded survey control is available for this station.
 LW1773
 LW1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG936433(NAD 83)
 LW1773_MARKER: Z = SEE DESCRIPTION
 LW1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1773_SP_SET: CONCRETE POST
 LW1773_MARK LOGO: RIGS  
 LW1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1773
 LW1773  HISTORY     - Date     Condition        Report By
 LW1773  HISTORY     - 1985     MONUMENTED       RIGS
 LW1773
 LW1773                          STATION DESCRIPTION
 LW1773
 LW1773'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1773'4.5 KM (2.8 MI) NORTH FROM ESMOND.
 LW1773'THE STATION IS LOCATED AT NORTH CENTRAL AIRPORT.  TO REACH THE STATION
 LW1773'FROM THE NORTH ENTRANCE TO NORTH CENTRAL AIRPORT, AND THE OPERATIONS
 LW1773'BUILDING, GO SOUTHWEST TO THE END OF RUNWAY 33, AND THE STATION.  THE
 LW1773'STATION IS A 4 INCH BY 4 INCH PRECAST CONCRETE MONUMENT WITH A CROSS
 LW1773'CAST IN ITS TOP, SET 25 FEET FROM THE END OF THE PAVEMENT ON THE
 LW1773'CENTERLINE EXTENSION OF RUNWAY 33, AND IS FLUSH WITH THE GROUND.  THE
 LW1773'STATION IS UNSTAMPED.  PERMISSION MUST BE OBTAINED FROM THE AIRPORT
 LW1773'MANAGER BEFORE ENTERING ONTO THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0156 ***********************************************************************
 LW0156  DESIGNATION -  R 16
 LW0156  PID         -  LW0156
 LW0156  STATE/COUNTY-  RI/PROVIDENCE
 LW0156  USGS QUAD   -  PROVIDENCE (1975)
 LW0156
 LW0156                         *CURRENT SURVEY CONTROL
 LW0156  ___________________________________________________________________
 LW0156* NAD 83(1986)-  41 49 14.     (N)    071 24 15.     (W)     SCALED    
 LW0156* NAVD 88     -         3.703  (meters)      12.15   (feet)  ADJUSTED  
 LW0156  ___________________________________________________________________
 LW0156  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW0156  DYNAMIC HT  -           3.702 (meters)      12.15  (feet)  COMP
 LW0156  MODELED GRAV-     980,319.9   (mgal)                       NAVD 88
 LW0156
 LW0156  VERT ORDER  -  FIRST     CLASS I
 LW0156
 LW0156.The horizontal coordinates were scaled from a topographic map and have
 LW0156.an estimated accuracy of +/- 6 seconds.
 LW0156
 LW0156.The orthometric height was determined by differential leveling
 LW0156.and adjusted by the National Geodetic Survey in June 1991..
 LW0156
 LW0156.The geoid height was determined by GEOID03.
 LW0156
 LW0156.The dynamic height is computed by dividing the NAVD 88
 LW0156.geopotential number by the normal gravity value computed on the
 LW0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0156.degrees latitude (g = 980.6199 gals.).
 LW0156
 LW0156.The modeled gravity was interpolated from observed gravity values.
 LW0156
 LW0156;                    North         East    Units  Estimated Accuracy
 LW0156;SPC RI       -    81,880.      107,960.      MT  (+/- 180 meters Scaled)
 LW0156
 LW0156                          SUPERSEDED SURVEY CONTROL
 LW0156
 LW0156  NGVD 29 (??/??/92)    3.950  (m)           12.96   (f) ADJ UNCH    1 1
 LW0156
 LW0156.Superseded values are not recommended for survey control.
 LW0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0156.See file dsdata.txt to determine how the superseded data were derived.
 LW0156
 LW0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG003326(NAD 83)
 LW0156_MARKER: DB = BENCH MARK DISK
 LW0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0156_SP_SET: ABUTMENT
 LW0156_STAMPING: R 16 1965
 LW0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0156
 LW0156  HISTORY     - Date     Condition        Report By
 LW0156  HISTORY     - 1965     MONUMENTED       CGS
 LW0156  HISTORY     - 1969     GOOD             NGS
 LW0156
 LW0156                          STATION DESCRIPTION
 LW0156
 LW0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0156'AT PROVIDENCE.
 LW0156'AT PROVIDENCE, ABOUT 0.5 MILE SOUTH ALONG SOUTH WATER STREET FROM THE
 LW0156'FEDERAL BUILDING IN PROVIDENCE, SET VERTICALLY IN THE SOUTHWEST
 LW0156'FACE OF THE NORTHEAST CONCRETE ABUTMENT SUPPORTING INTERSTATE
 LW0156'HIGHWAY 195 OVER THE PROVIDENCE RIVER AND SOUTH WATER STREET,
 LW0156'48.8 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT, 17.5
 LW0156'FEET NORTHEAST OF THE NORTHEAST CURB OF SOUTH WATER STREET, 1.3
 LW0156'FEET ABOVE THE LEVEL OF THE SIDEWALK AND ABOUT 2 FEET ABOVE
 LW0156'THE LEVEL OF THE STREET.
 LW0156
 LW0156                          STATION RECOVERY (1969)
 LW0156
 LW0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0085 ***********************************************************************
 LW0085  DESIGNATION -  R 17
 LW0085  PID         -  LW0085
 LW0085  STATE/COUNTY-  RI/WASHINGTON
 LW0085  USGS QUAD   -  WICKFORD (1995)
 LW0085
 LW0085                         *CURRENT SURVEY CONTROL
 LW0085  ___________________________________________________________________
 LW0085* NAD 83(1986)-  41 35 34.     (N)    071 29 26.     (W)     SCALED    
 LW0085* NAVD 88     -        24.456  (meters)      80.24   (feet)  ADJUSTED  
 LW0085  ___________________________________________________________________
 LW0085  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW0085  DYNAMIC HT  -          24.447 (meters)      80.21  (feet)  COMP
 LW0085  MODELED GRAV-     980,280.3   (mgal)                       NAVD 88
 LW0085
 LW0085  VERT ORDER  -  FIRST     CLASS I
 LW0085
 LW0085.The horizontal coordinates were scaled from a topographic map and have
 LW0085.an estimated accuracy of +/- 6 seconds.
 LW0085
 LW0085.The orthometric height was determined by differential leveling
 LW0085.and adjusted by the National Geodetic Survey in June 1991..
 LW0085
 LW0085.The geoid height was determined by GEOID03.
 LW0085
 LW0085.The dynamic height is computed by dividing the NAVD 88
 LW0085.geopotential number by the normal gravity value computed on the
 LW0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0085.degrees latitude (g = 980.6199 gals.).
 LW0085
 LW0085.The modeled gravity was interpolated from observed gravity values.
 LW0085
 LW0085;                    North         East    Units  Estimated Accuracy
 LW0085;SPC RI       -    56,580.      100,790.      MT  (+/- 180 meters Scaled)
 LW0085
 LW0085                          SUPERSEDED SURVEY CONTROL
 LW0085
 LW0085  NGVD 29 (??/??/92)   24.726  (m)           81.12   (f) ADJ UNCH    1 1
 LW0085
 LW0085.Superseded values are not recommended for survey control.
 LW0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0085.See file dsdata.txt to determine how the superseded data were derived.
 LW0085
 LW0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG924075(NAD 83)
 LW0085_MARKER: DB = BENCH MARK DISK
 LW0085_SETTING: 66 = SET IN ROCK OUTCROP
 LW0085_SP_SET: ROCK OUTCROP
 LW0085_STAMPING: R 17 1965
 LW0085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0085+STABILITY: POSITION/ELEVATION WELL
 LW0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0085+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 LW0085
 LW0085  HISTORY     - Date     Condition        Report By
 LW0085  HISTORY     - 1965     MONUMENTED       CGS
 LW0085  HISTORY     - 1988     GOOD             USPSQD
 LW0085  HISTORY     - 19941001 GOOD             USPSQD
 LW0085  HISTORY     - 20000223 GOOD             USPSQD
 LW0085  HISTORY     - 20011015 GOOD             USPSQD
 LW0085  HISTORY     - 20040420 GOOD             USPSQD
 LW0085
 LW0085                          STATION DESCRIPTION
 LW0085
 LW0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0085'1.7 MI SW FROM DAVISVILLE.
 LW0085'1.7 MILES SOUTHWEST ALONG OLD BAPTIST ROAD FROM THE JUNCTION
 LW0085'OF DEVILS FOOT ROAD AT DAVISVILLE, ABOUT 0.1 MILE SOUTHWEST OF THE
 LW0085'INTERSECTION OF STONY LANE, IN THE FRONT YARD OF THE OLD BAPTIST
 LW0085'MEETING HOUSE, SET IN THE TOP OF A 4-BY-2-FOOT OUTCROP WHICH IS
 LW0085'FLUSH WITH THE LAWN, 19 FEET SOUTHEAST OF THE SOUTH CORNER OF
 LW0085'THE CHURCH, 17 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 10.8
 LW0085'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE SIDEWALK LEADING
 LW0085'TO CHURCH DOOR, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 LW0085
 LW0085                          STATION RECOVERY (1988)
 LW0085
 LW0085'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0085'RECOVERED IN GOOD CONDITION.
 LW0085
 LW0085                          STATION RECOVERY (1994)
 LW0085
 LW0085'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0085'RECOVERED IN GOOD CONDITION.
 LW0085
 LW0085                          STATION RECOVERY (2000)
 LW0085
 LW0085'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW0085'RECOVERED IN GOOD CONDITION.
 LW0085
 LW0085                          STATION RECOVERY (2001)
 LW0085
 LW0085'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW0085'RECOVERED IN GOOD CONDITION.
 LW0085
 LW0085                          STATION RECOVERY (2004)
 LW0085
 LW0085'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0765 ***********************************************************************
 LW0765  DESIGNATION -  R 18
 LW0765  PID         -  LW0765
 LW0765  STATE/COUNTY-  RI/WASHINGTON
 LW0765  USGS QUAD   -  CAROLINA (1970)
 LW0765
 LW0765                         *CURRENT SURVEY CONTROL
 LW0765  ___________________________________________________________________
 LW0765* NAD 83(1986)-  41 25 35.     (N)    071 42 09.     (W)     SCALED    
 LW0765* NAVD 88     -        37.320  (meters)     122.44   (feet)  ADJUSTED  
 LW0765  ___________________________________________________________________
 LW0765  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LW0765  DYNAMIC HT  -          37.307 (meters)     122.40  (feet)  COMP
 LW0765  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 LW0765
 LW0765  VERT ORDER  -  FIRST     CLASS I
 LW0765
 LW0765.The horizontal coordinates were scaled from a topographic map and have
 LW0765.an estimated accuracy of +/- 6 seconds.
 LW0765
 LW0765.The orthometric height was determined by differential leveling
 LW0765.and adjusted by the National Geodetic Survey in June 1991..
 LW0765
 LW0765.The geoid height was determined by GEOID03.
 LW0765
 LW0765.The dynamic height is computed by dividing the NAVD 88
 LW0765.geopotential number by the normal gravity value computed on the
 LW0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0765.degrees latitude (g = 980.6199 gals.).
 LW0765
 LW0765.The modeled gravity was interpolated from observed gravity values.
 LW0765
 LW0765;                    North         East    Units  Estimated Accuracy
 LW0765;SPC RI       -    38,120.       83,070.      MT  (+/- 180 meters Scaled)
 LW0765
 LW0765                          SUPERSEDED SURVEY CONTROL
 LW0765
 LW0765  NGVD 29 (??/??/92)   37.599  (m)          123.36   (f) ADJ UNCH    1 1
 LW0765
 LW0765.Superseded values are not recommended for survey control.
 LW0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0765.See file dsdata.txt to determine how the superseded data were derived.
 LW0765
 LW0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF741896(NAD 83)
 LW0765_MARKER: DB = BENCH MARK DISK
 LW0765_SETTING: 80 = SET IN A BOULDER
 LW0765_SP_SET: BOULDER
 LW0765_STAMPING: R 18 1965
 LW0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0765+STABILITY: SURFACE MOTION
 LW0765
 LW0765  HISTORY     - Date     Condition        Report By
 LW0765  HISTORY     - 1965     MONUMENTED       CGS
 LW0765  HISTORY     - 1969     GOOD             NGS
 LW0765  HISTORY     - 1984     GOOD             USPSQD
 LW0765  HISTORY     - 1988     GOOD             USPSQD
 LW0765  HISTORY     - 1988     GOOD             USPSQD
 LW0765  HISTORY     - 1989     GOOD             USPSQD
 LW0765  HISTORY     - 1990     GOOD             USPSQD
 LW0765
 LW0765                          STATION DESCRIPTION
 LW0765
 LW0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0765'1.2 MI SW FROM WOOD RIVER JUNCTION.
 LW0765'0.8 MILE SOUTH ALONG NARRAGNASETT TRAIL AND KING FACTORY ROAD
 LW0765'FROM THE INTERSECTION OF STATE HIGHWAY 91 AT WOOD RIVER JUNCTION,
 LW0765'THENCE 0.4 MILE SOUTHWEST ALONG SHUMANKANUC HILL ROAD, ABOUT
 LW0765'81 YARDS NORTHEAST OF A SHARP TURN IN THE ROAD, SET ON THE
 LW0765'TOP OF A 10-BY-10 FOOT BOULDER WHICH PROJECTS 4 FEET ABOVE THE
 LW0765'LEVEL OF THE GROUND, 120 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LW0765'5 1/2 FEET SOUTH OF A ROW OF POWER LINE POLES, 96 FEET NORTH
 LW0765'OF A FENCE LINE, 34 1/2 FEET EAST OF POWER LINE POLE NO. 175
 LW0765'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 LW0765
 LW0765                          STATION RECOVERY (1969)
 LW0765
 LW0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0765'RECOVERED IN GOOD CONDITION.
 LW0765
 LW0765                          STATION RECOVERY (1984)
 LW0765
 LW0765'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0765'RECOVERED IN GOOD CONDITION.
 LW0765
 LW0765                          STATION RECOVERY (1988)
 LW0765
 LW0765'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0765'RECOVERED IN GOOD CONDITION.
 LW0765
 LW0765                          STATION RECOVERY (1988)
 LW0765
 LW0765'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0765'RECOVERED IN GOOD CONDITION.
 LW0765
 LW0765                          STATION RECOVERY (1989)
 LW0765
 LW0765'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0765'RECOVERED IN GOOD CONDITION.
 LW0765
 LW0765                          STATION RECOVERY (1990)
 LW0765
 LW0765'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1029 ***********************************************************************
 LW1029  DESIGNATION -  R 19
 LW1029  PID         -  LW1029
 LW1029  STATE/COUNTY-  RI/WASHINGTON
 LW1029  USGS QUAD   -  CAROLINA (1970)
 LW1029
 LW1029                         *CURRENT SURVEY CONTROL
 LW1029  ___________________________________________________________________
 LW1029* NAD 83(1986)-  41 29 59.     (N)    071 38 27.     (W)     SCALED    
 LW1029* NAVD 88     -        53.023  (meters)     173.96   (feet)  ADJUSTED  
 LW1029  ___________________________________________________________________
 LW1029  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LW1029  DYNAMIC HT  -          53.005 (meters)     173.90  (feet)  COMP
 LW1029  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 LW1029
 LW1029  VERT ORDER  -  SECOND    CLASS 0
 LW1029
 LW1029.The horizontal coordinates were scaled from a topographic map and have
 LW1029.an estimated accuracy of +/- 6 seconds.
 LW1029
 LW1029.The orthometric height was determined by differential leveling
 LW1029.and adjusted by the National Geodetic Survey in June 1991..
 LW1029
 LW1029.The geoid height was determined by GEOID03.
 LW1029
 LW1029.The dynamic height is computed by dividing the NAVD 88
 LW1029.geopotential number by the normal gravity value computed on the
 LW1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1029.degrees latitude (g = 980.6199 gals.).
 LW1029
 LW1029.The modeled gravity was interpolated from observed gravity values.
 LW1029
 LW1029;                    North         East    Units  Estimated Accuracy
 LW1029;SPC RI       -    46,250.       88,240.      MT  (+/- 180 meters Scaled)
 LW1029
 LW1029                          SUPERSEDED SURVEY CONTROL
 LW1029
 LW1029  NGVD 29 (??/??/92)   53.296  (m)          174.86   (f) ADJ UNCH    2 0
 LW1029
 LW1029.Superseded values are not recommended for survey control.
 LW1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1029.See file dsdata.txt to determine how the superseded data were derived.
 LW1029
 LW1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF795976(NAD 83)
 LW1029_MARKER: DB = BENCH MARK DISK
 LW1029_SETTING: 66 = SET IN ROCK OUTCROP
 LW1029_SP_SET: ROCK LEDGE
 LW1029_STAMPING: R 19 1969
 LW1029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1029+STABILITY: POSITION/ELEVATION WELL
 LW1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1029+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 LW1029
 LW1029  HISTORY     - Date     Condition        Report By
 LW1029  HISTORY     - 1969     MONUMENTED       CGS
 LW1029  HISTORY     - 1984     GOOD             USPSQD
 LW1029  HISTORY     - 1984     GOOD             USPSQD
 LW1029  HISTORY     - 1987     GOOD             USPSQD
 LW1029  HISTORY     - 1988     GOOD             USPSQD
 LW1029  HISTORY     - 1989     GOOD             USPSQD
 LW1029  HISTORY     - 1989     GOOD             USPSQD
 LW1029  HISTORY     - 1990     GOOD             USPSQD
 LW1029  HISTORY     - 19971001 GOOD             USPSQD
 LW1029  HISTORY     - 20011016 GOOD             USPSQD
 LW1029  HISTORY     - 20040419 GOOD             USPSQD
 LW1029
 LW1029                          STATION DESCRIPTION
 LW1029
 LW1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1029'4.2 MI NE FROM HOPE VALLEY.
 LW1029'ABOUT 4.2 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE FIRST
 LW1029'BAPTIST CHURCH AT HOPE VALLEY, ABOUT 200 YARDS NORTH OF AND
 LW1029'ACROSS THE HIGHWAY FROM A SMALL CEMETERY, NEAR THE JUNCTION OF
 LW1029'A DRIVEWAY LEADING EAST TO A WHITE FRAME HOUSE, SET ON THE TOP
 LW1029'AND NEAR THE HIGHEST POINT OF A ROCK LEDGE WHICH IS 75 FEET
 LW1029'LONG AND PROJECTS 4 FEET ABOVE THE GROUND, 137 1/2 FEET NORTHEAST
 LW1029'OF THE CENTER LINE OF THE HIGHWAY, 80 FEET NORTH OF THE CENTER
 LW1029'LINE OF THE DRIVEWAY, 2 1/2 FEET SOUTHEAST OF THE HIGHEST POINT
 LW1029'OF THE ROCK AND 12 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1029
 LW1029                          STATION RECOVERY (1984)
 LW1029
 LW1029'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW1029'NOTE: THE MARK HAS BEEN COVERED OVER WITH VINES AND GRASS THESE WERE
 LW1029'BRUSHED ASIDE WITH THE LANDOWNERS CONSENT BUT WILL PROBABLY GROW BACK
 LW1029'IN A SHORT TIME.
 LW1029
 LW1029                          STATION RECOVERY (1984)
 LW1029
 LW1029'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW1029'NOTE: THE MARK HAS BEEN COVERED OVER WITH VINES AND GRASS THESE WERE
 LW1029'BRUSHED ASIDE WITH THE LANDOWNERS CONSENT BUT WILL PROBABLY GROW BACK
 LW1029'IN A SHORT TIME.
 LW1029
 LW1029                          STATION RECOVERY (1987)
 LW1029
 LW1029'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW1029'RECOVERED IN GOOD CONDITION.
 LW1029
 LW1029                          STATION RECOVERY (1988)
 LW1029
 LW1029'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1029'RECOVERED IN GOOD CONDITION.
 LW1029
 LW1029                          STATION RECOVERY (1989)
 LW1029
 LW1029'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1029'RECOVERED IN GOOD CONDITION.
 LW1029
 LW1029                          STATION RECOVERY (1989)
 LW1029
 LW1029'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1029'RECOVERED IN GOOD CONDITION.
 LW1029
 LW1029                          STATION RECOVERY (1990)
 LW1029
 LW1029'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW1029'RECOVERED IN GOOD CONDITION.
 LW1029
 LW1029                          STATION RECOVERY (1997)
 LW1029
 LW1029'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1029'RECOVERED IN GOOD CONDITION.
 LW1029
 LW1029                          STATION RECOVERY (2001)
 LW1029
 LW1029'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1029'RECOVERED IN GOOD CONDITION.
 LW1029
 LW1029                          STATION RECOVERY (2004)
 LW1029
 LW1029'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0819 ***********************************************************************
 LW0819  DESIGNATION -  R 2
 LW0819  PID         -  LW0819
 LW0819  STATE/COUNTY-  RI/WASHINGTON
 LW0819  USGS QUAD   -  WATCH HILL (1984)
 LW0819
 LW0819                         *CURRENT SURVEY CONTROL
 LW0819  ___________________________________________________________________
 LW0819* NAD 83(1986)-  41 20 31.     (N)    071 45 30.     (W)     SCALED    
 LW0819* NAVD 88     -        21.716  (meters)      71.25   (feet)  ADJUSTED  
 LW0819  ___________________________________________________________________
 LW0819  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW0819  DYNAMIC HT  -          21.708 (meters)      71.22  (feet)  COMP
 LW0819  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 LW0819
 LW0819  VERT ORDER  -  SECOND    CLASS 0
 LW0819
 LW0819.The horizontal coordinates were scaled from a topographic map and have
 LW0819.an estimated accuracy of +/- 6 seconds.
 LW0819
 LW0819.The orthometric height was determined by differential leveling
 LW0819.and adjusted by the National Geodetic Survey in June 1991..
 LW0819
 LW0819.The geoid height was determined by GEOID03.
 LW0819
 LW0819.The dynamic height is computed by dividing the NAVD 88
 LW0819.geopotential number by the normal gravity value computed on the
 LW0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0819.degrees latitude (g = 980.6199 gals.).
 LW0819
 LW0819.The modeled gravity was interpolated from observed gravity values.
 LW0819
 LW0819;                    North         East    Units  Estimated Accuracy
 LW0819;SPC RI       -    28,750.       78,380.      MT  (+/- 180 meters Scaled)
 LW0819
 LW0819                          SUPERSEDED SURVEY CONTROL
 LW0819
 LW0819  NGVD 29 (??/??/92)   22.005  (m)           72.19   (f) ADJ UNCH    2 0
 LW0819
 LW0819.Superseded values are not recommended for survey control.
 LW0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0819.See file dsdata.txt to determine how the superseded data were derived.
 LW0819
 LW0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF692803(NAD 83)
 LW0819_MARKER: DB = BENCH MARK DISK
 LW0819_SETTING: 80 = SET IN A BOULDER
 LW0819_SP_SET: BOULDER
 LW0819_STAMPING: R 2 1943
 LW0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0819+STABILITY: SURFACE MOTION
 LW0819
 LW0819  HISTORY     - Date     Condition        Report By
 LW0819  HISTORY     - 1943     MONUMENTED       CGS
 LW0819  HISTORY     - 1969     GOOD             NGS
 LW0819  HISTORY     - 1984     GOOD             USPSQD
 LW0819  HISTORY     - 1984     GOOD             USPSQD
 LW0819  HISTORY     - 1989     GOOD             USPSQD
 LW0819  HISTORY     - 1989     GOOD             USPSQD
 LW0819  HISTORY     - 1990     GOOD             USPSQD
 LW0819
 LW0819                          STATION DESCRIPTION
 LW0819
 LW0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0819'5.6 MI NE FROM WATCH HILL.
 LW0819'ABOUT 5.65 MILES NORTHEAST ALONG STATE HIGHWAY 1A FROM THE
 LW0819'JUNCTION OF WESTERLY ROAD AT WATCH HILL, 0.55 MILE NORTHEAST
 LW0819'OF LANGWORTHY CORNER, AT THE INTERSECTION OF A NORTH-SOUTH
 LW0819'BLACK TOPPED ROAD, SET IN THE TOP OF A 5-FOOT BOULDER WHICH
 LW0819'PROJECTS 3 FEET ABOVE THE LEVEL OF THE GROUND, ACROSS THE
 LW0819'HIGHWAY FROM A 2-STORIED FRAME HOUSE, 43 FEET WEST OF THE
 LW0819'CENTER LINE OF THE NORTH-SOUTH ROAD, 43 FEET NORTH OF THE
 LW0819'CENTER LINE OF THE HIGHWAY, 3 FEET NORTHWEST OF A METAL WITNESS
 LW0819'POST AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0819
 LW0819                          STATION RECOVERY (1984)
 LW0819
 LW0819'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0819'RECOVERED IN GOOD CONDITION.
 LW0819
 LW0819                          STATION RECOVERY (1984)
 LW0819
 LW0819'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0819'RECOVERED IN GOOD CONDITION.
 LW0819
 LW0819                          STATION RECOVERY (1989)
 LW0819
 LW0819'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0819'RECOVERED IN GOOD CONDITION.
 LW0819
 LW0819                          STATION RECOVERY (1989)
 LW0819
 LW0819'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0819'RECOVERED IN GOOD CONDITION.
 LW0819
 LW0819                          STATION RECOVERY (1990)
 LW0819
 LW0819'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1374 ***********************************************************************
 LW1374  DESIGNATION -  R 20
 LW1374  PID         -  LW1374
 LW1374  STATE/COUNTY-  RI/KENT
 LW1374  USGS QUAD   -  CROMPTON (1995)
 LW1374
 LW1374                         *CURRENT SURVEY CONTROL
 LW1374  ___________________________________________________________________
 LW1374* NAD 83(1986)-  41 39 10.     (N)    071 34 31.     (W)     SCALED    
 LW1374* NAVD 88     -       104.869  (meters)     344.06   (feet)  ADJUSTED  
 LW1374  ___________________________________________________________________
 LW1374  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW1374  DYNAMIC HT  -         104.832 (meters)     343.94  (feet)  COMP
 LW1374  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 LW1374
 LW1374  VERT ORDER  -  SECOND    CLASS 0
 LW1374
 LW1374.The horizontal coordinates were scaled from a topographic map and have
 LW1374.an estimated accuracy of +/- 6 seconds.
 LW1374
 LW1374.The orthometric height was determined by differential leveling
 LW1374.and adjusted by the National Geodetic Survey in June 1991..
 LW1374
 LW1374.The geoid height was determined by GEOID03.
 LW1374
 LW1374.The dynamic height is computed by dividing the NAVD 88
 LW1374.geopotential number by the normal gravity value computed on the
 LW1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1374.degrees latitude (g = 980.6199 gals.).
 LW1374
 LW1374.The modeled gravity was interpolated from observed gravity values.
 LW1374
 LW1374;                    North         East    Units  Estimated Accuracy
 LW1374;SPC RI       -    63,250.       93,730.      MT  (+/- 180 meters Scaled)
 LW1374
 LW1374                          SUPERSEDED SURVEY CONTROL
 LW1374
 LW1374  NGVD 29 (??/??/92)  105.123  (m)          344.89   (f) ADJ UNCH    2 0
 LW1374
 LW1374.Superseded values are not recommended for survey control.
 LW1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1374.See file dsdata.txt to determine how the superseded data were derived.
 LW1374
 LW1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG855144(NAD 83)
 LW1374_MARKER: DB = BENCH MARK DISK
 LW1374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1374_SP_SET: RAIL BASE
 LW1374_STAMPING: R 20 1969
 LW1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1374
 LW1374  HISTORY     - Date     Condition        Report By
 LW1374  HISTORY     - 1969     MONUMENTED       CGS
 LW1374  HISTORY     - 1972     POOR             NGS
 LW1374  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1374  HISTORY     - 1988     GOOD             USPSQD
 LW1374  HISTORY     - 20021002 POOR             INDIV
 LW1374
 LW1374                          STATION DESCRIPTION
 LW1374
 LW1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1374'4.2 MI W FROM WARWICK.
 LW1374'ABOUT 4.15 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW1374'OVERPASS OVER STATE HIGHWAY 2 AT WARWICK, SET ON THE TOP OF THE
 LW1374'WEST END OF THE NORTH CONCRETE GUARD RAIL BASE FOR THE I 95
 LW1374'OVERPASS OVER HOPKINS HILL ROAD, 25.3 FEET NORTH OF THE CENTER
 LW1374'LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 1.7 FEET EAST OF THE
 LW1374'WEST END OF THE BASE AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW1374
 LW1374                          STATION RECOVERY (1972)
 LW1374
 LW1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LW1374'MARK RECOVERED IN POOR CONDITION.
 LW1374
 LW1374                          STATION RECOVERY (1987)
 LW1374
 LW1374'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1374'MARK NOT FOUND.
 LW1374
 LW1374                          STATION RECOVERY (1988)
 LW1374
 LW1374'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1374'RECOVERED IN GOOD CONDITION.
 LW1374
 LW1374                          STATION RECOVERY (2002)
 LW1374
 LW1374'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MKG)
 LW1374'THE BRASS DISK WAS NOT TO BE FOUND, HOWEVER, THE STEM OF THE MONUMENT
 LW1374'WAS INTACT AND MOST LIKELY STILL IN THE PROPER SPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1375 ***********************************************************************
 LW1375  DESIGNATION -  R 20 RESET
 LW1375  PID         -  LW1375
 LW1375  STATE/COUNTY-  RI/KENT
 LW1375  USGS QUAD   -  CROMPTON (1995)
 LW1375
 LW1375                         *CURRENT SURVEY CONTROL
 LW1375  ___________________________________________________________________
 LW1375* NAD 83(1986)-  41 39 10.     (N)    071 34 31.     (W)     SCALED    
 LW1375* NAVD 88     -       104.938  (meters)     344.28   (feet)  ADJUSTED  
 LW1375  ___________________________________________________________________
 LW1375  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW1375  DYNAMIC HT  -         104.901 (meters)     344.16  (feet)  COMP
 LW1375  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 LW1375
 LW1375  VERT ORDER  -  SECOND    CLASS II
 LW1375
 LW1375.The horizontal coordinates were scaled from a topographic map and have
 LW1375.an estimated accuracy of +/- 6 seconds.
 LW1375
 LW1375.The orthometric height was determined by differential leveling
 LW1375.and adjusted by the National Geodetic Survey in June 1991..
 LW1375
 LW1375.The geoid height was determined by GEOID03.
 LW1375
 LW1375.The dynamic height is computed by dividing the NAVD 88
 LW1375.geopotential number by the normal gravity value computed on the
 LW1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1375.degrees latitude (g = 980.6199 gals.).
 LW1375
 LW1375.The modeled gravity was interpolated from observed gravity values.
 LW1375
 LW1375;                    North         East    Units  Estimated Accuracy
 LW1375;SPC RI       -    63,250.       93,730.      MT  (+/- 180 meters Scaled)
 LW1375
 LW1375                          SUPERSEDED SURVEY CONTROL
 LW1375
 LW1375.No superseded survey control is available for this station.
 LW1375
 LW1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG855144(NAD 83)
 LW1375_MARKER: DB = BENCH MARK DISK
 LW1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1375_SP_SET: CONCRETE POST
 LW1375_STAMPING: R 20 RESET 1972
 LW1375_MARK LOGO: NGS   
 LW1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1375+STABILITY: SURFACE MOTION
 LW1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1375+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 LW1375
 LW1375  HISTORY     - Date     Condition        Report By
 LW1375  HISTORY     - 1972     MONUMENTED       NGS
 LW1375  HISTORY     - 1984     GOOD             RIGS
 LW1375  HISTORY     - 20021002 GOOD             INDIV
 LW1375
 LW1375                          STATION DESCRIPTION
 LW1375
 LW1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LW1375'4.1 MI W FROM WARWICK.
 LW1375'4.1 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE OVERPASS
 LW1375'OVER STATE HIGHWAY 2 AT WARWICK, 150 FEET SOUTH OF CENTER LINE OF
 LW1375'HIGHWAY 95 RIGHT-OF-WAY, 106 FEET SOUTHWEST OF WEST END OF
 LW1375'BRIDGE RAIL WHERE HIGHWAY 95 CROSSES OVER HOPKINS HILL ROAD,
 LW1375'50 FEET WEST OF EDGE OF HIGH CUTBANK ABOVE HOPKINS HILL ROAD,
 LW1375'39.5 FEET WEST OF A 6-INCH-SQUARE, CONCRETE, ROAD RIGHT-OF-WAY
 LW1375'POST PROJECTING 8 INCHES, 1.8 FEET EAST OF A METAL WITNESS POST,
 LW1375'AND SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT
 LW1375'PROJECTING 2 INCHES FROM GROUND, IN WOODED AREA.
 LW1375
 LW1375                          STATION RECOVERY (1984)
 LW1375
 LW1375'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1375'RECOVERED IN GOOD CONDITION.
 LW1375
 LW1375                          STATION RECOVERY (2002)
 LW1375
 LW1375'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MKG)
 LW1375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1451 ***********************************************************************
 LW1451  DESIGNATION -  R 21
 LW1451  PID         -  LW1451
 LW1451  STATE/COUNTY-  RI/PROVIDENCE
 LW1451  USGS QUAD   -  CLAYVILLE (1975)
 LW1451
 LW1451                         *CURRENT SURVEY CONTROL
 LW1451  ___________________________________________________________________
 LW1451* NAD 83(1986)-  41 46 41.     (N)    071 38 27.     (W)     SCALED    
 LW1451* NAVD 88     -       106.131  (meters)     348.20   (feet)  ADJUSTED  
 LW1451  ___________________________________________________________________
 LW1451  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW1451  DYNAMIC HT  -         106.095 (meters)     348.08  (feet)  COMP
 LW1451  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LW1451
 LW1451  VERT ORDER  -  SECOND    CLASS 0
 LW1451
 LW1451.The horizontal coordinates were scaled from a topographic map and have
 LW1451.an estimated accuracy of +/- 6 seconds.
 LW1451
 LW1451.The orthometric height was determined by differential leveling
 LW1451.and adjusted by the National Geodetic Survey in June 1991..
 LW1451
 LW1451.The geoid height was determined by GEOID03.
 LW1451
 LW1451.The dynamic height is computed by dividing the NAVD 88
 LW1451.geopotential number by the normal gravity value computed on the
 LW1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1451.degrees latitude (g = 980.6199 gals.).
 LW1451
 LW1451.The modeled gravity was interpolated from observed gravity values.
 LW1451
 LW1451;                    North         East    Units  Estimated Accuracy
 LW1451;SPC RI       -    77,170.       88,290.      MT  (+/- 180 meters Scaled)
 LW1451
 LW1451                          SUPERSEDED SURVEY CONTROL
 LW1451
 LW1451  NGVD 29 (??/??/92)  106.377  (m)          349.01   (f) ADJ UNCH    2 0
 LW1451
 LW1451.Superseded values are not recommended for survey control.
 LW1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1451.See file dsdata.txt to determine how the superseded data were derived.
 LW1451
 LW1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG805285(NAD 83)
 LW1451_MARKER: DB = BENCH MARK DISK
 LW1451_SETTING: 66 = SET IN ROCK OUTCROP
 LW1451_SP_SET: ROCK LEDGE
 LW1451_STAMPING: R 21 1969
 LW1451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1451+STABILITY: POSITION/ELEVATION WELL
 LW1451
 LW1451  HISTORY     - Date     Condition        Report By
 LW1451  HISTORY     - 1969     MONUMENTED       CGS
 LW1451  HISTORY     - 1987     GOOD             USPSQD
 LW1451
 LW1451                          STATION DESCRIPTION
 LW1451
 LW1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1451'2.5 MI E FROM CLAYVILLE.
 LW1451'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1451'CLAYVILLE CHURCH AT CLAYVILLE, THENCE 1.5 MILES SOUTHEAST ALONG
 LW1451'STATE HIGHWAY 12, AT THE INSIDE OF A LONG CURVE, SET ON THE TOP
 LW1451'OF A ROCK LEDGE WHICH IS ABOUT 25 FEET LONG AND 2 FEET HIGH ON
 LW1451'THE EAST SIDE, 47.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LW1451'79 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 240,
 LW1451'31 FEET WEST OF THE SOUTHWEST END OF A PIPE CULVERT (18-INCH)
 LW1451'IN A SMALL RAVINE, 1 1/2 FEET WEST OF THE EAST EDGE OF THE LEDGE
 LW1451'AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1451
 LW1451                          STATION RECOVERY (1987)
 LW1451
 LW1451'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0975 ***********************************************************************
 LW0975  DESIGNATION -  R 22
 LW0975  PID         -  LW0975
 LW0975  STATE/COUNTY-  RI/WASHINGTON
 LW0975  USGS QUAD   -  
 LW0975
 LW0975                         *CURRENT SURVEY CONTROL
 LW0975  ___________________________________________________________________
 LW0975* NAD 83(1986)-  41 19 59.     (N)    071 24 59.     (W)     SCALED    
 LW0975* NAVD 88     -        18.081  (meters)      59.32   (feet)  ADJUSTED  
 LW0975  ___________________________________________________________________
 LW0975  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0975  DYNAMIC HT  -          18.074 (meters)      59.30  (feet)  COMP
 LW0975  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LW0975
 LW0975  VERT ORDER  -  SECOND    CLASS 0
 LW0975
 LW0975.The horizontal coordinates were scaled from a topographic map and have
 LW0975.an estimated accuracy of +/- 6 seconds.
 LW0975
 LW0975.The orthometric height was determined by differential leveling
 LW0975.and adjusted by the National Geodetic Survey in June 1991..
 LW0975
 LW0975.The geoid height was determined by GEOID03.
 LW0975
 LW0975.The dynamic height is computed by dividing the NAVD 88
 LW0975.geopotential number by the normal gravity value computed on the
 LW0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0975.degrees latitude (g = 980.6199 gals.).
 LW0975
 LW0975.The modeled gravity was interpolated from observed gravity values.
 LW0975
 LW0975;                    North         East    Units  Estimated Accuracy
 LW0975;SPC RI       -    27,740.      107,000.      MT  (+/- 180 meters Scaled)
 LW0975
 LW0975                          SUPERSEDED SURVEY CONTROL
 LW0975
 LW0975  NGVD 29 (??/??/92)   18.359  (m)           60.23   (f) ADJ UNCH    2 0
 LW0975
 LW0975.Superseded values are not recommended for survey control.
 LW0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0975.See file dsdata.txt to determine how the superseded data were derived.
 LW0975
 LW0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF977785(NAD 83)
 LW0975_STAMPING: R 22 1969
 LW0975_MARK LOGO: CGS   
 LW0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0975+STABILITY: POSITION/ELEVATION WELL
 LW0975
 LW0975  HISTORY     - Date     Condition        Report By
 LW0975  HISTORY     - 1969     FIRST OBSERVED   CGS
 LW0975  HISTORY     - 1984     GOOD             USPSQD
 LW0975  HISTORY     - 1984     GOOD             USPSQD
 LW0975  HISTORY     - 1987     GOOD             USPSQD
 LW0975  HISTORY     - 1988     GOOD             USPSQD
 LW0975  HISTORY     - 19880606 GOOD             RIGS
 LW0975  HISTORY     - 19880606 GOOD             RIGS
 LW0975  HISTORY     - 1989     GOOD             USPSQD
 LW0975  HISTORY     - 1990     GOOD             USPSQD
 LW0975
 LW0975                          STATION DESCRIPTION
 LW0975
 LW0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0975'4 MI SW FROM WAKEFIELD.
 LW0975'ABOUT 4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 LW0975'OVER POND STREET AT WAKEFIELD, 0.15 MILE WEST OF THE JUNCTION
 LW0975'OF MATUNUCK BEACH ROAD LEADING SOUTH FROM THE NORTHBOUND LANE
 LW0975'OF THE HIGHWAY, SET ON THE TOP OF THE HIGHEST PART OF AN OUTCROPPING
 LW0975'ROCK WHICH IS FLUSH WITH THE GROUND, 106.6 FEET NORTH OF AND ACROSS
 LW0975'A BLACK TOP STREET FROM THE CENTER LINE OF THE SOUTHBOUND LANE
 LW0975'OF THE HIGHWAY, 82 FEET WEST OF THE CENTER LINE OF A DRIVEWAY
 LW0975'LEADING NORTH TO A RESIDENCE, 33 FEET NORTH OF THE CENTER LINE
 LW0975'OF AN EAST-WEST BLACK TOPPED STREET, 55 FEET SOUTH OF THE SOUTH
 LW0975'SIDE OF A ROCK FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
 LW0975
 LW0975                          STATION RECOVERY (1984)
 LW0975
 LW0975'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0975'RECOVERED IN GOOD CONDITION.
 LW0975
 LW0975                          STATION RECOVERY (1984)
 LW0975
 LW0975'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0975'RECOVERED IN GOOD CONDITION.
 LW0975
 LW0975                          STATION RECOVERY (1987)
 LW0975
 LW0975'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0975'RECOVERED IN GOOD CONDITION.
 LW0975
 LW0975                          STATION RECOVERY (1988)
 LW0975
 LW0975'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0975'RECOVERED IN GOOD CONDITION.
 LW0975
 LW0975                          STATION RECOVERY (1988)
 LW0975
 LW0975'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW0975'ABOUT 4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 LW0975'OVER POND STREET AT WAKEFIELD, 0.15 MILE WEST OF THE JUNCTION OF
 LW0975'MATUNUCK BEACH ROAD LEADING SOUTH FROM THE NORTHBOUND LANE OF THE
 LW0975'HIGHWAY, SET ON THE TOP OF THE HIGHEST PART OF AN OUTCROPPING ROCK
 LW0975'WHICH IS FLUSH WITH THE GROUND, 106.6 FEET NORTH OF AND ACROSS A
 LW0975'BLACK TOP STREET FROM THE CENTER LINE OF THE SOUTHBOUND LANE OF THE
 LW0975'HIGHWAY, 82 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING NORTH
 LW0975'TO A RESIDENCE, 33 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 LW0975'BLACK TOPPED STREET, 55 FEET SOUTH OF THE SOUTH SIDE OF A ROCK FENCE,
 LW0975'AND ABOUT LEVEL WITH THE HIGHWAY.  IN 1984 THIS POINT WAS REPORTED BY
 LW0975'USPSQD AS BEING IN GOOD CONDITION.  IN 1984 THIS POINT WAS REPORTED
 LW0975'BY USPSQD AS BEING IN GOOD CONDITION.
 LW0975
 LW0975                          STATION RECOVERY (1988)
 LW0975
 LW0975'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988 (GEC)
 LW0975'RECOVERED AS DESCRIBED.
 LW0975
 LW0975                          STATION RECOVERY (1989)
 LW0975
 LW0975'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0975'RECOVERED IN GOOD CONDITION.
 LW0975
 LW0975                          STATION RECOVERY (1990)
 LW0975
 LW0975'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1474 ***********************************************************************
 LW1474  DESIGNATION -  R 23
 LW1474  PID         -  LW1474
 LW1474  STATE/COUNTY-  RI/KENT
 LW1474  USGS QUAD   -  WICKFORD (1995)
 LW1474
 LW1474                         *CURRENT SURVEY CONTROL
 LW1474  ___________________________________________________________________
 LW1474* NAD 83(1986)-  41 36 15.     (N)    071 29 43.     (W)     SCALED    
 LW1474* NAVD 88     -        14.354  (meters)      47.09   (feet)  ADJUSTED  
 LW1474  ___________________________________________________________________
 LW1474  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW1474  DYNAMIC HT  -          14.349 (meters)      47.08  (feet)  COMP
 LW1474  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 LW1474
 LW1474  VERT ORDER  -  SECOND    CLASS 0
 LW1474
 LW1474.The horizontal coordinates were scaled from a topographic map and have
 LW1474.an estimated accuracy of +/- 6 seconds.
 LW1474
 LW1474.The orthometric height was determined by differential leveling
 LW1474.and adjusted by the National Geodetic Survey in June 1991..
 LW1474
 LW1474.The geoid height was determined by GEOID03.
 LW1474
 LW1474.The dynamic height is computed by dividing the NAVD 88
 LW1474.geopotential number by the normal gravity value computed on the
 LW1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1474.degrees latitude (g = 980.6199 gals.).
 LW1474
 LW1474.The modeled gravity was interpolated from observed gravity values.
 LW1474
 LW1474;                    North         East    Units  Estimated Accuracy
 LW1474;SPC RI       -    57,840.      100,390.      MT  (+/- 180 meters Scaled)
 LW1474
 LW1474                          SUPERSEDED SURVEY CONTROL
 LW1474
 LW1474  NGVD 29 (??/??/92)   14.623  (m)           47.98   (f) ADJ UNCH    2 0
 LW1474
 LW1474.Superseded values are not recommended for survey control.
 LW1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1474.See file dsdata.txt to determine how the superseded data were derived.
 LW1474
 LW1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG920088(NAD 83)
 LW1474_MARKER: DB = BENCH MARK DISK
 LW1474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1474_SP_SET: CULVERT
 LW1474_STAMPING: R 23 1969
 LW1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1474
 LW1474  HISTORY     - Date     Condition        Report By
 LW1474  HISTORY     - 1969     MONUMENTED       CGS
 LW1474  HISTORY     - 1974     GOOD             NGS
 LW1474  HISTORY     - 1988     GOOD             USPSQD
 LW1474
 LW1474                          STATION DESCRIPTION
 LW1474
 LW1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1474'4 MI S FROM EAST GREENWICH.
 LW1474'ABOUT 4.05 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LW1474'OF STATE HIGHWAY 401 (DIVISION STREET) AT EAST GREENWICH, 0.7
 LW1474'MILE NORTH OF THE JUNCTION OF STONEY LANE, 0.1 MILE NORTH OF
 LW1474'THE WASHINGTON-KENT COUNTY LINE, SET ON THE TOP OF THE SOUTHWEST
 LW1474'END OF THE SOUTHEAST CONCRETE HEAD WALL FOR A 6-FOOT CONCRETE
 LW1474'CULVERT WITH WING WALL AND UNDER THE HIGHWAY, 30 FEET SOUTHEAST
 LW1474'OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL
 LW1474'OF THE HIGHWAY.
 LW1474
 LW1474                          STATION RECOVERY (1974)
 LW1474
 LW1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LW1474'RECOVERED IN GOOD CONDITION.
 LW1474
 LW1474                          STATION RECOVERY (1988)
 LW1474
 LW1474'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1241 ***********************************************************************
 LW1241  DESIGNATION -  R 25
 LW1241  PID         -  LW1241
 LW1241  STATE/COUNTY-  RI/PROVIDENCE
 LW1241  USGS QUAD   -  THOMPSON (1974)
 LW1241
 LW1241                         *CURRENT SURVEY CONTROL
 LW1241  ___________________________________________________________________
 LW1241* NAD 83(1986)-  41 54 44.     (N)    071 46 25.     (W)     SCALED    
 LW1241* NAVD 88     -       204.848  (meters)     672.07   (feet)  ADJUSTED  
 LW1241  ___________________________________________________________________
 LW1241  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1241  DYNAMIC HT  -         204.776 (meters)     671.84  (feet)  COMP
 LW1241  MODELED GRAV-     980,265.8   (mgal)                       NAVD 88
 LW1241
 LW1241  VERT ORDER  -  SECOND    CLASS 0
 LW1241
 LW1241.The horizontal coordinates were scaled from a topographic map and have
 LW1241.an estimated accuracy of +/- 6 seconds.
 LW1241
 LW1241.The orthometric height was determined by differential leveling
 LW1241.and adjusted by the National Geodetic Survey in June 1991..
 LW1241
 LW1241.The geoid height was determined by GEOID03.
 LW1241
 LW1241.The dynamic height is computed by dividing the NAVD 88
 LW1241.geopotential number by the normal gravity value computed on the
 LW1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1241.degrees latitude (g = 980.6199 gals.).
 LW1241
 LW1241.The modeled gravity was interpolated from observed gravity values.
 LW1241
 LW1241;                    North         East    Units  Estimated Accuracy
 LW1241;SPC RI       -    92,100.       77,300.      MT  (+/- 180 meters Scaled)
 LW1241
 LW1241                          SUPERSEDED SURVEY CONTROL
 LW1241
 LW1241  NGVD 29 (??/??/92)  205.086  (m)          672.85   (f) ADJ UNCH    2 0
 LW1241
 LW1241.Superseded values are not recommended for survey control.
 LW1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1241.See file dsdata.txt to determine how the superseded data were derived.
 LW1241
 LW1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG699437(NAD 83)
 LW1241_MARKER: DB = BENCH MARK DISK
 LW1241_SETTING: 66 = SET IN ROCK OUTCROP
 LW1241_SP_SET: ROCK LEDGE
 LW1241_STAMPING: R 25 1969
 LW1241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1241+STABILITY: POSITION/ELEVATION WELL
 LW1241
 LW1241  HISTORY     - Date     Condition        Report By
 LW1241  HISTORY     - 1969     MONUMENTED       CGS
 LW1241  HISTORY     - 1987     GOOD             USPSQD
 LW1241  HISTORY     - 1988     GOOD             USPSQD
 LW1241  HISTORY     - 19900825 GOOD             USPSQD
 LW1241
 LW1241                          STATION DESCRIPTION
 LW1241
 LW1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1241'5.7 MI W FROM CHEPACHET.
 LW1241'ABOUT 5.3 MILES WEST ALONG U.S. HIGHWAY 44 FROM THE NORTH
 LW1241'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, THENCE 0.4 MILE
 LW1241'SOUTHWEST ALONG STATE HIGHWAY 94, ABOUT 75 YARDS WEST OF THE
 LW1241'JUNCTION OF A DRIVEWAY LEADING SOUTH TO A FRAME RESIDENCE, SET ON
 LW1241'THE TOP OF A SLOPING ROCK LEDGE WHICH IS ABOUT 15 FEET LONG
 LW1241'AND 4 FEET HIGH, 25 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LW1241'92 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 LW1241'9, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK
 LW1241'MAY BE REACHED BY GOING 5.3 MILES NORTH ALONG STATE HIGHWAY 94 FROM
 LW1241'THE INTERSECTION OF STATE HIGHWAY 101 AT FOSTER.
 LW1241
 LW1241                          STATION RECOVERY (1987)
 LW1241
 LW1241'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1241'RECOVERED IN GOOD CONDITION.
 LW1241
 LW1241                          STATION RECOVERY (1988)
 LW1241
 LW1241'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1241'RECOVERED IN GOOD CONDITION.
 LW1241
 LW1241                          STATION RECOVERY (1990)
 LW1241
 LW1241'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1257 ***********************************************************************
 LW1257  DESIGNATION -  R 26
 LW1257  PID         -  LW1257
 LW1257  STATE/COUNTY-  RI/PROVIDENCE
 LW1257  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1257
 LW1257                         *CURRENT SURVEY CONTROL
 LW1257  ___________________________________________________________________
 LW1257* NAD 83(1986)-  41 49 50.     (N)    071 31 37.     (W)     SCALED    
 LW1257* NAVD 88     -        97.527  (meters)     319.97   (feet)  ADJUSTED  
 LW1257  ___________________________________________________________________
 LW1257  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW1257  DYNAMIC HT  -          97.494 (meters)     319.86  (feet)  COMP
 LW1257  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 LW1257
 LW1257  VERT ORDER  -  SECOND    CLASS 0
 LW1257
 LW1257.The horizontal coordinates were scaled from a topographic map and have
 LW1257.an estimated accuracy of +/- 6 seconds.
 LW1257
 LW1257.The orthometric height was determined by differential leveling
 LW1257.and adjusted by the National Geodetic Survey in June 1991..
 LW1257
 LW1257.The geoid height was determined by GEOID03.
 LW1257
 LW1257.The dynamic height is computed by dividing the NAVD 88
 LW1257.geopotential number by the normal gravity value computed on the
 LW1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1257.degrees latitude (g = 980.6199 gals.).
 LW1257
 LW1257.The modeled gravity was interpolated from observed gravity values.
 LW1257
 LW1257;                    North         East    Units  Estimated Accuracy
 LW1257;SPC RI       -    82,990.       97,760.      MT  (+/- 180 meters Scaled)
 LW1257
 LW1257                          SUPERSEDED SURVEY CONTROL
 LW1257
 LW1257  NGVD 29 (??/??/92)   97.775  (m)          320.78   (f) ADJ UNCH    2 0
 LW1257
 LW1257.Superseded values are not recommended for survey control.
 LW1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1257.See file dsdata.txt to determine how the superseded data were derived.
 LW1257
 LW1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG901340(NAD 83)
 LW1257_MARKER: DB = BENCH MARK DISK
 LW1257_SETTING: 66 = SET IN ROCK OUTCROP
 LW1257_SP_SET: ROCK OUTCROP
 LW1257_STAMPING: R 26 1969
 LW1257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1257+STABILITY: POSITION/ELEVATION WELL
 LW1257
 LW1257  HISTORY     - Date     Condition        Report By
 LW1257  HISTORY     - 1969     MONUMENTED       CGS
 LW1257
 LW1257                          STATION DESCRIPTION
 LW1257
 LW1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1257'3.5 MI NE FROM NORTH SCITUATE.
 LW1257'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1257'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 3.1 MILE EAST ALONG
 LW1257'U.S. HIGHWAY 6, ABOUT 0.15 MILE EAST OF THE JUNCTION OF BELFIELD
 LW1257'DRIVE, AT THE INSIDE OF A CURVE, SET ON TOP AND NEAR THE EAST
 LW1257'END OF A LARGE SLOPING ROCK WHICH COVER THE HILLSIDE, 53 FEET
 LW1257'SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 37
 LW1257'FEET SOUTHWEST OF POWER LINE POLE 144 AND 10 FEET ABOVE THE LEVEL
 LW1257'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0522 ***********************************************************************
 LW0522  DESIGNATION -  R 27
 LW0522  PID         -  LW0522
 LW0522  STATE/COUNTY-  RI/NEWPORT
 LW0522  USGS QUAD   -  FALL RIVER (1979)
 LW0522
 LW0522                         *CURRENT SURVEY CONTROL
 LW0522  ___________________________________________________________________
 LW0522* NAD 83(1986)-  41 38 47.     (N)    071 10 38.     (W)     SCALED    
 LW0522* NAVD 88     -        61.961  (meters)     203.28   (feet)  ADJUSTED  
 LW0522  ___________________________________________________________________
 LW0522  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW0522  DYNAMIC HT  -          61.940 (meters)     203.21  (feet)  COMP
 LW0522  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 LW0522
 LW0522  VERT ORDER  -  SECOND    CLASS 0
 LW0522
 LW0522.The horizontal coordinates were scaled from a topographic map and have
 LW0522.an estimated accuracy of +/- 6 seconds.
 LW0522
 LW0522.The orthometric height was determined by differential leveling
 LW0522.and adjusted by the National Geodetic Survey in June 1991..
 LW0522
 LW0522.The geoid height was determined by GEOID03.
 LW0522
 LW0522.The dynamic height is computed by dividing the NAVD 88
 LW0522.geopotential number by the normal gravity value computed on the
 LW0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0522.degrees latitude (g = 980.6199 gals.).
 LW0522
 LW0522.The modeled gravity was interpolated from observed gravity values.
 LW0522
 LW0522;                    North         East    Units  Estimated Accuracy
 LW0522;SPC RI       -    62,580.      126,890.      MT  (+/- 180 meters Scaled)
 LW0522
 LW0522                          SUPERSEDED SURVEY CONTROL
 LW0522
 LW0522  NGVD 29 (??/??/92)   62.218  (m)          204.13   (f) ADJ UNCH    2 0
 LW0522
 LW0522.Superseded values are not recommended for survey control.
 LW0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0522.See file dsdata.txt to determine how the superseded data were derived.
 LW0522
 LW0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG186128(NAD 83)
 LW0522_MARKER: DB = BENCH MARK DISK
 LW0522_SETTING: 66 = SET IN ROCK OUTCROP
 LW0522_SP_SET: IN A DRILL HOLE IN BEDROCK
 LW0522_STAMPING: R 27 1969
 LW0522_MARK LOGO: CGS   
 LW0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0522+STABILITY: POSITION/ELEVATION WELL
 LW0522
 LW0522  HISTORY     - Date     Condition        Report By
 LW0522  HISTORY     - 1969     MONUMENTED       CGS
 LW0522  HISTORY     - 19870701 GOOD             RIGS
 LW0522
 LW0522                          STATION DESCRIPTION
 LW0522
 LW0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0522'1.8 MI NE FROM TIVERTON.
 LW0522'ABOUT 1.8 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE EAST
 LW0522'END OF THE HIGHWAY BRIDGE OVER THE SAKONNET RIVER AT TIVERTON,
 LW0522'0.55 MILE SOUTHWEST OF THE OVERPASS OVER EAGLEVILLE ROAD, SET ON
 LW0522'THE TOP OF A 16-BY-7-FOOT EXPOSED PART OF BEDROCK WHICH PROJECTS
 LW0522'1/2 FOOT ABOVE THE LEVEL OF THE GROUND, 145 FEET NORTHEAST OF
 LW0522'THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL FOR A 9
 LW0522'FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 34 FEET SOUTHEAST OF THE
 LW0522'CENTER LINE OF THE NORTHEAST BOUND LANE OF THE HIGHWAY AND ABOUT
 LW0522'LEVEL WITH THE HIGHWAY.
 LW0522
 LW0522                          STATION RECOVERY (1987)
 LW0522
 LW0522'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0262 ***********************************************************************
 LW0262  DESIGNATION -  R 28
 LW0262  PID         -  LW0262
 LW0262  STATE/COUNTY-  RI/NEWPORT
 LW0262  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0262
 LW0262                         *CURRENT SURVEY CONTROL
 LW0262  ___________________________________________________________________
 LW0262* NAD 83(1986)-  41 31 52.     (N)    071 16 58.     (W)     SCALED    
 LW0262* NAVD 88     -        46.354  (meters)     152.08   (feet)  ADJUSTED  
 LW0262  ___________________________________________________________________
 LW0262  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW0262  DYNAMIC HT  -          46.339 (meters)     152.03  (feet)  COMP
 LW0262  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 LW0262
 LW0262  VERT ORDER  -  SECOND    CLASS 0
 LW0262
 LW0262.This mark is at Newport State Airport (2B4)
 LW0262
 LW0262.The horizontal coordinates were scaled from a topographic map and have
 LW0262.an estimated accuracy of +/- 6 seconds.
 LW0262
 LW0262.The orthometric height was determined by differential leveling
 LW0262.and adjusted by the National Geodetic Survey in June 1991..
 LW0262
 LW0262.The geoid height was determined by GEOID03.
 LW0262
 LW0262.The dynamic height is computed by dividing the NAVD 88
 LW0262.geopotential number by the normal gravity value computed on the
 LW0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0262.degrees latitude (g = 980.6199 gals.).
 LW0262
 LW0262.The modeled gravity was interpolated from observed gravity values.
 LW0262
 LW0262;                    North         East    Units  Estimated Accuracy
 LW0262;SPC RI       -    49,750.      118,130.      MT  (+/- 180 meters Scaled)
 LW0262
 LW0262                          SUPERSEDED SURVEY CONTROL
 LW0262
 LW0262  NGVD 29 (??/??/92)   46.619  (m)          152.95   (f) ADJ UNCH    2 0
 LW0262
 LW0262.Superseded values are not recommended for survey control.
 LW0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0262.See file dsdata.txt to determine how the superseded data were derived.
 LW0262
 LW0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG095002(NAD 83)
 LW0262_MARKER: DB = BENCH MARK DISK
 LW0262_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW0262+WITH SETTING: PAVEMENT
 LW0262_STAMPING: R 28 1969
 LW0262_MARK LOGO: CGS   
 LW0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0262+STABILITY: SURFACE MOTION
 LW0262
 LW0262  HISTORY     - Date     Condition        Report By
 LW0262  HISTORY     - 1969     MONUMENTED       CGS
 LW0262  HISTORY     - 1985     GOOD             NGS
 LW0262  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0262
 LW0262                          STATION DESCRIPTION
 LW0262
 LW0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0262'3.4 MI N FROM NEWPORT.
 LW0262'ABOUT 2.6 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0262'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, THENCE 0.5 MILE
 LW0262'SOUTHEAST ALONG FOREST AVENUE, THENCE 0.35 MILE NORTH ALONG A
 LW0262'BLACK TOPPED ROAD TO THE AIRPORT TERMINAL BUILDING, AT THE NEWPORT
 LW0262'STATE AIRPORT, AT THE EAST CORNER OF THE HANGAR, SET ON THE TOP
 LW0262'OF THE NORTH CORNER OF THE NORTHEAST END OF THE CONCRETE BASE
 LW0262'FOR THE SLIDING DOOR ON THE SOUTHEAST SIDE OF THE HANGAR, 34.5
 LW0262'FEET SOUTHWEST OF THE EAST CORNER OF THE PASSENGER TERMINAL WHICH
 LW0262'IS NORTHEAST OF THE HANGAR, 1.8 FEET NORTHWEST OF THE EAST CORNER
 LW0262'OF THE HANGAR AND LEVEL WITH THE RAMP.
 LW0262
 LW0262                          STATION RECOVERY (1985)
 LW0262
 LW0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW0262'RECOVERED IN GOOD CONDITION.
 LW0262
 LW0262                          STATION RECOVERY (1989)
 LW0262
 LW0262'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0700 ***********************************************************************
 MY0700  DESIGNATION -  R 29
 MY0700  PID         -  MY0700
 MY0700  STATE/COUNTY-  RI/PROVIDENCE
 MY0700  USGS QUAD   -  FRANKLIN (1979)
 MY0700
 MY0700                         *CURRENT SURVEY CONTROL
 MY0700  ___________________________________________________________________
 MY0700* NAD 83(1986)-  42 01 05.     (N)    071 24 53.     (W)     SCALED    
 MY0700* NAVD 88     -        94.587  (meters)     310.32   (feet)  ADJUSTED  
 MY0700  ___________________________________________________________________
 MY0700  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 MY0700  DYNAMIC HT  -          94.558 (meters)     310.23  (feet)  COMP
 MY0700  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 MY0700
 MY0700  VERT ORDER  -  SECOND    CLASS 0
 MY0700
 MY0700.The horizontal coordinates were scaled from a topographic map and have
 MY0700.an estimated accuracy of +/- 6 seconds.
 MY0700
 MY0700.The orthometric height was determined by differential leveling
 MY0700.and adjusted by the National Geodetic Survey in June 1991..
 MY0700
 MY0700.The geoid height was determined by GEOID03.
 MY0700
 MY0700.The dynamic height is computed by dividing the NAVD 88
 MY0700.geopotential number by the normal gravity value computed on the
 MY0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0700.degrees latitude (g = 980.6199 gals.).
 MY0700
 MY0700.The modeled gravity was interpolated from observed gravity values.
 MY0700
 MY0700;                    North         East    Units  Estimated Accuracy
 MY0700;SPC RI       -   103,820.      107,060.      MT  (+/- 180 meters Scaled)
 MY0700
 MY0700                          SUPERSEDED SURVEY CONTROL
 MY0700
 MY0700  NGVD 29 (??/??/92)   94.820  (m)          311.09   (f) ADJ UNCH    2 0
 MY0700
 MY0700.Superseded values are not recommended for survey control.
 MY0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0700.See file dsdata.txt to determine how the superseded data were derived.
 MY0700
 MY0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG000546(NAD 83)
 MY0700_MARKER: DB = BENCH MARK DISK
 MY0700_SETTING: 66 = SET IN ROCK OUTCROP
 MY0700_SP_SET: ROCK LEDGE
 MY0700_STAMPING: R 29 1969
 MY0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY0700+STABILITY: POSITION/ELEVATION WELL
 MY0700
 MY0700  HISTORY     - Date     Condition        Report By
 MY0700  HISTORY     - 1969     MONUMENTED       CGS
 MY0700
 MY0700                          STATION DESCRIPTION
 MY0700
 MY0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MY0700'5.2 MI NE FROM WOONSOCKET.
 MY0700'ABOUT 4.3 MILES EAST ALONG STATE HIGHWAY 114 FROM THE JUNCTION
 MY0700'OF STATE HIGHWAY 126 AT WOONSOCKET, THENCE 0.9 MILE NORTHEAST
 MY0700'ALONG STATE HIGHWAY 121, 319 FEET SOUTHWEST OF THE RHODE
 MY0700'ISLAND-MASSACHUSETTS STATE LINE MARKER, SET IN THE TOP OF A ROCK
 MY0700'LEDGE WHICH IS ABOUT 12 FEET LONG AND 2 1/2 FEET WIDE WHICH IS
 MY0700'PART OF A ROCK CUT, 99.5 FEET WEST OF AND ACROSS THE HIGHWAY
 MY0700'FROM BENCH MARK 9 (RIBPR) DESCRIBED, 38 FEET NORTHWEST OF THE
 MY0700'CENTER LINE OF THE HIGHWAY, 21 FEET NORTHEAST OF THE SOUTHWEST
 MY0700'END OF THE CUT, 1 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF THE
 MY0700'ROCK AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0605 ***********************************************************************
 LW0605  DESIGNATION -  R 3
 LW0605  PID         -  LW0605
 LW0605  STATE/COUNTY-  RI/NEWPORT
 LW0605  USGS QUAD   -  SAKONNET POINT (1970)
 LW0605
 LW0605                         *CURRENT SURVEY CONTROL
 LW0605  ___________________________________________________________________
 LW0605* NAD 83(1986)-  41 28 29.     (N)    071 10 19.     (W)     SCALED    
 LW0605* NAVD 88     -         5.594  (meters)      18.35   (feet)  ADJUSTED  
 LW0605  ___________________________________________________________________
 LW0605  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW0605  DYNAMIC HT  -           5.592 (meters)      18.35  (feet)  COMP
 LW0605  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 LW0605
 LW0605  VERT ORDER  -  SECOND    CLASS 0
 LW0605
 LW0605.The horizontal coordinates were scaled from a topographic map and have
 LW0605.an estimated accuracy of +/- 6 seconds.
 LW0605
 LW0605.The orthometric height was determined by differential leveling
 LW0605.and adjusted by the National Geodetic Survey in June 1991..
 LW0605
 LW0605.The geoid height was determined by GEOID03.
 LW0605
 LW0605.The dynamic height is computed by dividing the NAVD 88
 LW0605.geopotential number by the normal gravity value computed on the
 LW0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0605.degrees latitude (g = 980.6199 gals.).
 LW0605
 LW0605.The modeled gravity was interpolated from observed gravity values.
 LW0605
 LW0605;                    North         East    Units  Estimated Accuracy
 LW0605;SPC RI       -    43,520.      127,400.      MT  (+/- 180 meters Scaled)
 LW0605
 LW0605                          SUPERSEDED SURVEY CONTROL
 LW0605
 LW0605  NGVD 29 (??/??/92)    5.819  (m)           19.09   (f) ADJ UNCH    2 0
 LW0605
 LW0605.Superseded values are not recommended for survey control.
 LW0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0605.See file dsdata.txt to determine how the superseded data were derived.
 LW0605
 LW0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF186937(NAD 83)
 LW0605_MARKER: DB = BENCH MARK DISK
 LW0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0605_SP_SET: WALL
 LW0605_STAMPING: R 3 1943
 LW0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0605
 LW0605  HISTORY     - Date     Condition        Report By
 LW0605  HISTORY     - 1943     MONUMENTED       CGS
 LW0605  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0605
 LW0605                          STATION DESCRIPTION
 LW0605
 LW0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0605'AT FORT CHURCH.
 LW0605'AT FORT CHURCH, NEWPORT CHURCH, AT BATTERY REILLY, SET
 LW0605'VERTICALLY IN THE SOUTH FACE AT THE WEST END OF THE BATTERY WALL,
 LW0605'1.8 FEET WEST OF THE EAST EDGE OF THE CORNER OF THE WALL, AND 2
 LW0605'FEET ABOVE THE GROUND.
 LW0605
 LW0605                          STATION RECOVERY (1969)
 LW0605
 LW0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1772 ***********************************************************************
 LW1772  DESIGNATION -  R 3 RIGS
 LW1772  PID         -  LW1772
 LW1772  STATE/COUNTY-  RI/PROVIDENCE
 LW1772  USGS QUAD   -  PAWTUCKET (1975)
 LW1772
 LW1772                         *CURRENT SURVEY CONTROL
 LW1772  ___________________________________________________________________
 LW1772* NAD 83(1986)-  41 54 59.     (N)    071 29 45.     (W)     SCALED    
 LW1772* NAVD 88     -       127.273  (meters)     417.56   (feet)  ADJUSTED  
 LW1772  ___________________________________________________________________
 LW1772  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LW1772  DYNAMIC HT  -         127.233 (meters)     417.43  (feet)  COMP
 LW1772  MODELED GRAV-     980,305.8   (mgal)                       NAVD 88
 LW1772
 LW1772  VERT ORDER  -  SECOND    CLASS II
 LW1772
 LW1772.This mark is at North Central State Airport (SFZ)
 LW1772
 LW1772.The horizontal coordinates were scaled from a topographic map and have
 LW1772.an estimated accuracy of +/- 6 seconds.
 LW1772
 LW1772.The orthometric height was determined by differential leveling
 LW1772.and adjusted by the National Geodetic Survey in June 1991..
 LW1772
 LW1772.The geoid height was determined by GEOID03.
 LW1772
 LW1772.The dynamic height is computed by dividing the NAVD 88
 LW1772.geopotential number by the normal gravity value computed on the
 LW1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1772.degrees latitude (g = 980.6199 gals.).
 LW1772
 LW1772.The modeled gravity was interpolated from observed gravity values.
 LW1772
 LW1772;                    North         East    Units  Estimated Accuracy
 LW1772;SPC RI       -    92,520.      100,350.      MT  (+/- 180 meters Scaled)
 LW1772
 LW1772                          SUPERSEDED SURVEY CONTROL
 LW1772
 LW1772.No superseded survey control is available for this station.
 LW1772
 LW1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG930435(NAD 83)
 LW1772_MARKER: Z = SEE DESCRIPTION
 LW1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1772_SP_SET: CONCRETE POST
 LW1772_MARK LOGO: RIGS  
 LW1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1772
 LW1772  HISTORY     - Date     Condition        Report By
 LW1772  HISTORY     - 1985     MONUMENTED       RIGS
 LW1772
 LW1772                          STATION DESCRIPTION
 LW1772
 LW1772'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1772'4.5 KM (2.8 MI) NORTH FROM ESMOND.
 LW1772'THE STATION IS LOCATED AT NORTH CENTRAL AIRPORT.  TO REACH THE STATION
 LW1772'FROM THE NORTH ENTRANCE TO NORTH CENTRAL AIRPORT, AND THE OPERATIONS
 LW1772'BUILDING, GO NORTHWEST TO THE END OF RUNWAY 5, AND THE STATION.  THE
 LW1772'STATION IS A 4 INCH BY 4 INCH PRECAST CONCRETE MONUMENT WITH A CROSS
 LW1772'CAST IN ITS TOP SET 25 FEET FROM THE END OF THE PAVEMENT ON THE
 LW1772'CENTERLINE EXTENSION OF RUNWAY 5, AND IS FLUSH WITH THE GROUND.  THE
 LW1772'MARK IS UNSTAMPED.  PERMISSION MUST BE OBTAINED FROM THE AIRPORT
 LW1772'MANAGER BEFORE ENTERING ONTO THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0377 ***********************************************************************
 LW0377  DESIGNATION -  R 30
 LW0377  PID         -  LW0377
 LW0377  STATE/COUNTY-  RI/PROVIDENCE
 LW0377  USGS QUAD   -  PROVIDENCE (1975)
 LW0377
 LW0377                         *CURRENT SURVEY CONTROL
 LW0377  ___________________________________________________________________
 LW0377* NAD 83(1986)-  41 50 25.     (N)    071 25 03.     (W)     SCALED    
 LW0377* NAVD 88     -        14.045  (meters)      46.08   (feet)  ADJUSTED  
 LW0377  ___________________________________________________________________
 LW0377  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW0377  DYNAMIC HT  -          14.041 (meters)      46.07  (feet)  COMP
 LW0377  MODELED GRAV-     980,320.4   (mgal)                       NAVD 88
 LW0377
 LW0377  VERT ORDER  -  SECOND    CLASS 0
 LW0377
 LW0377.The horizontal coordinates were scaled from a topographic map and have
 LW0377.an estimated accuracy of +/- 6 seconds.
 LW0377
 LW0377.The orthometric height was determined by differential leveling
 LW0377.and adjusted by the National Geodetic Survey in June 1991..
 LW0377
 LW0377.The geoid height was determined by GEOID03.
 LW0377
 LW0377.The dynamic height is computed by dividing the NAVD 88
 LW0377.geopotential number by the normal gravity value computed on the
 LW0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0377.degrees latitude (g = 980.6199 gals.).
 LW0377
 LW0377.The modeled gravity was interpolated from observed gravity values.
 LW0377
 LW0377;                    North         East    Units  Estimated Accuracy
 LW0377;SPC RI       -    84,070.      106,850.      MT  (+/- 180 meters Scaled)
 LW0377
 LW0377                          SUPERSEDED SURVEY CONTROL
 LW0377
 LW0377  NGVD 29 (??/??/92)   14.292  (m)           46.89   (f) ADJ UNCH    2 0
 LW0377
 LW0377.Superseded values are not recommended for survey control.
 LW0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0377.See file dsdata.txt to determine how the superseded data were derived.
 LW0377
 LW0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG992348(NAD 83)
 LW0377_MARKER: DB = BENCH MARK DISK
 LW0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0377_SP_SET: BRIDGE
 LW0377_STAMPING: R 30 1969
 LW0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0377
 LW0377  HISTORY     - Date     Condition        Report By
 LW0377  HISTORY     - 1969     MONUMENTED       CGS
 LW0377  HISTORY     - 1977     POOR             LOCENG
 LW0377
 LW0377                          STATION DESCRIPTION
 LW0377
 LW0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0377'AT PROVIDENCE.
 LW0377'AT PROVIDENCE, ABOUT 0.3 MILE NORTH ALONG CHARLES STREET FROM
 LW0377'THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET, AT THE
 LW0377'JUNCTION OF CHARLES AND ADMIRAL STREET, SET ON THE TOP OF THE
 LW0377'NORTH END OF THE STONE WING WALL AT THE NORTHEAST CORNER OF THE
 LW0377'CHARLES STREET BRIDGE OVER THE PENN CENTRAL RAILROAD, 13 FEET
 LW0377'EAST OF THE EAST CURB LINE OF CHARLES STREET, 3 FEET SOUTH OF
 LW0377'THE NORTH END OF THE TOP STEP OF THE WING WALL AND ABOUT LEVEL
 LW0377'WITH THE STREET.
 LW0377
 LW0377                          STATION RECOVERY (1977)
 LW0377
 LW0377'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LW0377'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1643 ***********************************************************************
 LW1643  DESIGNATION -  R 30 RESET 1977
 LW1643  PID         -  LW1643
 LW1643  STATE/COUNTY-  RI/PROVIDENCE
 LW1643  USGS QUAD   -  PROVIDENCE (1975)
 LW1643
 LW1643                         *CURRENT SURVEY CONTROL
 LW1643  ___________________________________________________________________
 LW1643* NAD 83(1986)-  41 50 25.     (N)    071 25 03.     (W)     SCALED    
 LW1643* NAVD 88     -        14.81   (+/-2cm)      48.6    (feet)  VERTCON   
 LW1643  ___________________________________________________________________
 LW1643  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW1643
 LW1643  VERT ORDER  -  THIRD (See Below)
 LW1643
 LW1643.The horizontal coordinates were scaled from a topographic map and have
 LW1643.an estimated accuracy of +/- 6 seconds.
 LW1643
 LW1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW1643.The vertical order pertains to the NGVD 29 superseded value.
 LW1643
 LW1643.The geoid height was determined by GEOID03.
 LW1643
 LW1643;                    North         East    Units  Estimated Accuracy
 LW1643;SPC RI       -    84,070.      106,850.      MT  (+/- 180 meters Scaled)
 LW1643
 LW1643                          SUPERSEDED SURVEY CONTROL
 LW1643
 LW1643  NGVD 29 (11/21/01)   15.06   (m)           49.4    (f) RESET       3  
 LW1643
 LW1643.Superseded values are not recommended for survey control.
 LW1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1643.See file dsdata.txt to determine how the superseded data were derived.
 LW1643
 LW1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG992348(NAD 83)
 LW1643_MARKER: DB = BENCH MARK DISK
 LW1643_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1643_SP_SET: WALL
 LW1643_STAMPING: R 30 RESET 1977
 LW1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1643+STABILITY: SURFACE MOTION
 LW1643
 LW1643  HISTORY     - Date     Condition        Report By
 LW1643  HISTORY     - 1977     MONUMENTED       NGS
 LW1643
 LW1643                          STATION DESCRIPTION
 LW1643
 LW1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 LW1643'0.3 MI NW FROM PROVIDENCE.
 LW1643'IN PROVIDENCE, ABOUT 0.3 MILE NORTHWEST ALONG CHARLES STREET FROM
 LW1643'THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET, AT THE
 LW1643'JUNCTION OF CHARLES AND ADMIRAL STREETS, IN THE TOP OF A CONCRETE
 LW1643'SUSTAINING WALL AT THE REAR OF THE SIDEWALK AT THE NORTHWESTERLY
 LW1643'END OF THE CHARELS STREET BRIDGE OVER THE AMTRACK (PENN CENTRAL
 LW1643'RAILROAD), 13 FEET NORTHWESTERLY FROM THE END OF THE CHAINLINK FENCE,
 LW1643'AND 6 FEET NORTHEAST OF THE NORTHERLY GRANITE CURB LINE.
 LW1643'THE MARK IS 6 FT ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0440 ***********************************************************************
 LW0440  DESIGNATION -  R 31
 LW0440  PID         -  LW0440
 LW0440  STATE/COUNTY-  RI/PROVIDENCE
 LW0440  USGS QUAD   -  PROVIDENCE (1975)
 LW0440
 LW0440                         *CURRENT SURVEY CONTROL
 LW0440  ___________________________________________________________________
 LW0440* NAD 83(1986)-  41 48 56.     (N)    071 26 19.     (W)     SCALED    
 LW0440* NAVD 88     -        16.180  (meters)      53.08   (feet)  ADJUSTED  
 LW0440  ___________________________________________________________________
 LW0440  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW0440  DYNAMIC HT  -          16.175 (meters)      53.07  (feet)  COMP
 LW0440  MODELED GRAV-     980,311.5   (mgal)                       NAVD 88
 LW0440
 LW0440  VERT ORDER  -  SECOND    CLASS 0
 LW0440
 LW0440.The horizontal coordinates were scaled from a topographic map and have
 LW0440.an estimated accuracy of +/- 6 seconds.
 LW0440
 LW0440.The orthometric height was determined by differential leveling
 LW0440.and adjusted by the National Geodetic Survey in June 1991..
 LW0440
 LW0440.The geoid height was determined by GEOID03.
 LW0440
 LW0440.The dynamic height is computed by dividing the NAVD 88
 LW0440.geopotential number by the normal gravity value computed on the
 LW0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0440.degrees latitude (g = 980.6199 gals.).
 LW0440
 LW0440.The modeled gravity was interpolated from observed gravity values.
 LW0440
 LW0440;                    North         East    Units  Estimated Accuracy
 LW0440;SPC RI       -    81,320.      105,100.      MT  (+/- 180 meters Scaled)
 LW0440
 LW0440                          SUPERSEDED SURVEY CONTROL
 LW0440
 LW0440  NGVD 29 (??/??/92)   16.429  (m)           53.90   (f) ADJ UNCH    2 0
 LW0440
 LW0440.Superseded values are not recommended for survey control.
 LW0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0440.See file dsdata.txt to determine how the superseded data were derived.
 LW0440
 LW0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG974321(NAD 83)
 LW0440_MARKER: DB = BENCH MARK DISK
 LW0440_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0440_SP_SET: ABUTMENT
 LW0440_STAMPING: R 31 1969
 LW0440_MARK LOGO: CGS   
 LW0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0440
 LW0440  HISTORY     - Date     Condition        Report By
 LW0440  HISTORY     - 1969     MONUMENTED       CGS
 LW0440  HISTORY     - 1987     GOOD             RIGS
 LW0440
 LW0440                          STATION DESCRIPTION
 LW0440
 LW0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0440'AT PROVIDENCE.
 LW0440'AT PROVIDENCE, 1.05 MILES WEST ALONG WESTMINSTER STREET FROM THE
 LW0440'WESTMINSTER STREET OVERPASS OVER INTERSTATE HIGHWAY 95, ABOUT
 LW0440'75 YARDS SOUTHEAST OF THE HUNTINGTON AVENUE OVERPASS OVER
 LW0440'WESTMINSTER STREET, SET IN THE TOP OF THE SOUTHWEST END OF THE
 LW0440'NORTHWEST ABUTMENT FOR THE WESTMINSTER STREET OVERPASS OVER THE
 LW0440'NORTHBOUND LANE OF THE EXIT NORTH OFF HUNTINGTON AVENUE TO HARRIS
 LW0440'AVENUE AND BROADWAY, 11 FEET SOUTHWEST OF THE SOUTHWEST CURB LINE
 LW0440'OF WESTMINSTER STREET AND 1/2 FOOT ABOVE THE LEVEL OF THE STREET.
 LW0440
 LW0440                          STATION RECOVERY (1987)
 LW0440
 LW0440'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1462 ***********************************************************************
 LW1462  DESIGNATION -  R 32
 LW1462  PID         -  LW1462
 LW1462  STATE/COUNTY-  RI/PROVIDENCE
 LW1462  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1462
 LW1462                         *CURRENT SURVEY CONTROL
 LW1462  ___________________________________________________________________
 LW1462* NAD 83(1986)-  41 51 36.     (N)    071 30 06.     (W)     SCALED    
 LW1462* NAVD 88     -        92.964  (meters)     305.00   (feet)  ADJUSTED  
 LW1462  ___________________________________________________________________
 LW1462  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW1462  DYNAMIC HT  -          92.934 (meters)     304.90  (feet)  COMP
 LW1462  MODELED GRAV-     980,295.6   (mgal)                       NAVD 88
 LW1462
 LW1462  VERT ORDER  -  SECOND    CLASS 0
 LW1462
 LW1462.The horizontal coordinates were scaled from a topographic map and have
 LW1462.an estimated accuracy of +/- 6 seconds.
 LW1462
 LW1462.The orthometric height was determined by differential leveling
 LW1462.and adjusted by the National Geodetic Survey in June 1991..
 LW1462
 LW1462.The geoid height was determined by GEOID03.
 LW1462
 LW1462.The dynamic height is computed by dividing the NAVD 88
 LW1462.geopotential number by the normal gravity value computed on the
 LW1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1462.degrees latitude (g = 980.6199 gals.).
 LW1462
 LW1462.The modeled gravity was interpolated from observed gravity values.
 LW1462
 LW1462;                    North         East    Units  Estimated Accuracy
 LW1462;SPC RI       -    86,260.       99,860.      MT  (+/- 180 meters Scaled)
 LW1462
 LW1462                          SUPERSEDED SURVEY CONTROL
 LW1462
 LW1462  NGVD 29 (??/??/92)   93.213  (m)          305.82   (f) ADJ UNCH    2 0
 LW1462
 LW1462.Superseded values are not recommended for survey control.
 LW1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1462.See file dsdata.txt to determine how the superseded data were derived.
 LW1462
 LW1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG923372(NAD 83)
 LW1462_MARKER: DB = BENCH MARK DISK
 LW1462_SETTING: 66 = SET IN ROCK OUTCROP
 LW1462_SP_SET: ROCK LEDGE
 LW1462_STAMPING: R 32 1969
 LW1462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1462+STABILITY: POSITION/ELEVATION WELL
 LW1462
 LW1462  HISTORY     - Date     Condition        Report By
 LW1462  HISTORY     - 1969     MONUMENTED       CGS
 LW1462
 LW1462                          STATION DESCRIPTION
 LW1462
 LW1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1462'0.6 MI S FROM GRANITEVILLE.
 LW1462'ABOUT 0.55 MILE SOUTH ALONG PINE HILL AVENUE FROM THE JUNCTION
 LW1462'OF U.S. HIGHWAY 44 AT GRANITEVILLE, BETWEEN TWO CURVES, SET IN
 LW1462'THE TOP OF THE SOUTH END OF A ROCK LEDGE WHICH IS ABOUT 40 FEET
 LW1462'LONG- 4 FEET HIGH ON THE EAST SIDE AND IS PART OF A ROCK WHICH
 LW1462'COVERS THE WHOLE HILLSIDE, 53 1/2 FEET NORTHWEST OF THE CENTER
 LW1462'LINE OF THE AVENUE, 3 FEET NORTH OF THE SOUTH END OF THE ROCK
 LW1462'AND 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1312 ***********************************************************************
 LW1312  DESIGNATION -  R 33
 LW1312  PID         -  LW1312
 LW1312  STATE/COUNTY-  RI/PROVIDENCE
 LW1312  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1312
 LW1312                         *CURRENT SURVEY CONTROL
 LW1312  ___________________________________________________________________
 LW1312* NAD 83(1986)-  41 53 03.     (N)    071 35 00.     (W)     SCALED    
 LW1312* NAVD 88     -       111.643  (meters)     366.28   (feet)  ADJUSTED  
 LW1312  ___________________________________________________________________
 LW1312  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1312  DYNAMIC HT  -         111.605 (meters)     366.16  (feet)  COMP
 LW1312  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 LW1312
 LW1312  VERT ORDER  -  SECOND    CLASS 0
 LW1312
 LW1312.The horizontal coordinates were scaled from a topographic map and have
 LW1312.an estimated accuracy of +/- 6 seconds.
 LW1312
 LW1312.The orthometric height was determined by differential leveling
 LW1312.and adjusted by the National Geodetic Survey in June 1991..
 LW1312
 LW1312.The geoid height was determined by GEOID03.
 LW1312
 LW1312.The dynamic height is computed by dividing the NAVD 88
 LW1312.geopotential number by the normal gravity value computed on the
 LW1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1312.degrees latitude (g = 980.6199 gals.).
 LW1312
 LW1312.The modeled gravity was interpolated from observed gravity values.
 LW1312
 LW1312;                    North         East    Units  Estimated Accuracy
 LW1312;SPC RI       -    88,950.       93,080.      MT  (+/- 180 meters Scaled)
 LW1312
 LW1312                          SUPERSEDED SURVEY CONTROL
 LW1312
 LW1312  NGVD 29 (??/??/92)  111.889  (m)          367.09   (f) ADJ UNCH    2 0
 LW1312
 LW1312.Superseded values are not recommended for survey control.
 LW1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1312.See file dsdata.txt to determine how the superseded data were derived.
 LW1312
 LW1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG856401(NAD 83)
 LW1312_MARKER: DB = BENCH MARK DISK
 LW1312_SETTING: 66 = SET IN ROCK OUTCROP
 LW1312_SP_SET: ROCK LEDGE
 LW1312_STAMPING: R 33 1969
 LW1312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1312+STABILITY: POSITION/ELEVATION WELL
 LW1312
 LW1312  HISTORY     - Date     Condition        Report By
 LW1312  HISTORY     - 1969     MONUMENTED       CGS
 LW1312  HISTORY     - 1987     GOOD             USPSQD
 LW1312  HISTORY     - 1988     GOOD             USPSQD
 LW1312
 LW1312                          STATION DESCRIPTION
 LW1312
 LW1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1312'4.8 MI E FROM CHEPACHET.
 LW1312'ABOUT 4.8 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE SOUTH
 LW1312'JUNCTION OF STATE HIGHWAY 102 AT CHEPACHET, ABOUT 90 YARDS
 LW1312'NORTHWEST OF THE JUNCTION OF AUSTIN AVENUE LEADING EASTERLY,
 LW1312'266 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY
 LW1312'AND THE SOUTHEAST ONE OF TWO DRIVEWAYS LEADING TO THE LAKESIDE
 LW1312'MOTEL, SET IN THE TOP OF A ROCK LEDGE WHICH IS 20 FEET LONG AND
 LW1312'2 1/2 FEET HIGH, 18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LW1312'56 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED DRIVEWAY LEADING
 LW1312'NORTHEAST, 1 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK,
 LW1312'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1312
 LW1312                          STATION RECOVERY (1987)
 LW1312
 LW1312'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1312'RECOVERED IN GOOD CONDITION.
 LW1312
 LW1312                          STATION RECOVERY (1988)
 LW1312
 LW1312'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1770 ***********************************************************************
 LW1770  DESIGNATION -  R 4 RIGS
 LW1770  PID         -  LW1770
 LW1770  STATE/COUNTY-  RI/PROVIDENCE
 LW1770  USGS QUAD   -  PAWTUCKET (1975)
 LW1770
 LW1770                         *CURRENT SURVEY CONTROL
 LW1770  ___________________________________________________________________
 LW1770* NAD 83(1986)-  41 55 17.     (N)    071 29 45.     (W)     SCALED    
 LW1770* NAVD 88     -       129.461  (meters)     424.74   (feet)  ADJUSTED  
 LW1770  ___________________________________________________________________
 LW1770  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW1770  DYNAMIC HT  -         129.420 (meters)     424.61  (feet)  COMP
 LW1770  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 LW1770
 LW1770  VERT ORDER  -  SECOND    CLASS II
 LW1770
 LW1770.This mark is at North Central State Airport (SFZ)
 LW1770
 LW1770.The horizontal coordinates were scaled from a topographic map and have
 LW1770.an estimated accuracy of +/- 6 seconds.
 LW1770
 LW1770.The orthometric height was determined by differential leveling
 LW1770.and adjusted by the National Geodetic Survey in June 1991..
 LW1770
 LW1770.The geoid height was determined by GEOID03.
 LW1770
 LW1770.The dynamic height is computed by dividing the NAVD 88
 LW1770.geopotential number by the normal gravity value computed on the
 LW1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1770.degrees latitude (g = 980.6199 gals.).
 LW1770
 LW1770.The modeled gravity was interpolated from observed gravity values.
 LW1770
 LW1770;                    North         East    Units  Estimated Accuracy
 LW1770;SPC RI       -    93,080.      100,350.      MT  (+/- 180 meters Scaled)
 LW1770
 LW1770                          SUPERSEDED SURVEY CONTROL
 LW1770
 LW1770.No superseded survey control is available for this station.
 LW1770
 LW1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG930440(NAD 83)
 LW1770_MARKER: Z = SEE DESCRIPTION
 LW1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1770_SP_SET: CONCRETE POST
 LW1770_MARK LOGO: RIGS  
 LW1770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1770
 LW1770  HISTORY     - Date     Condition        Report By
 LW1770  HISTORY     - 1985     MONUMENTED       RIGS
 LW1770
 LW1770                          STATION DESCRIPTION
 LW1770
 LW1770'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1770'4.5 KM (2.8 MI) NORTH FROM ESMOND.
 LW1770'THE STATION IS LOCATED AT NORTH CENTRAL AIRPORT.  TO REACH THE STATION
 LW1770'FROM THE NORTH ENTRANCE TO NORTH CENTRAL AIRPORT, AND THE OPERATIONS
 LW1770'BUILDING, GO NORTHEAST TO THE END OF RUNWAY 15, AND THE STATION.  THE
 LW1770'STATION IS A 4 INCH BY 4 INCH CONCRETE MONUMENT WITH A CROSS CAST IN
 LW1770'ITS TOP, SET 25 FEET FROM THE END OF THE PAVEMENT ON THE CENTERLINE
 LW1770'EXTENSION OF RUNWAY 15, AND IS FLUSH WITH THE GROUND.  THE MARK IS
 LW1770'UNSTAMPED.  PERMISSION MUST BE OBTAINED FROM THE AIRPORT MANAGER
 LW1770'BEFORE ENTERING ONTO THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1763 ***********************************************************************
 LW1763  DESIGNATION -  R 7 RIGS
 LW1763  PID         -  LW1763
 LW1763  STATE/COUNTY-  RI/PROVIDENCE
 LW1763  USGS QUAD   -  PAWTUCKET (1975)
 LW1763
 LW1763                         *CURRENT SURVEY CONTROL
 LW1763  ___________________________________________________________________
 LW1763* NAD 83(1986)-  41 55 42.     (N)    071 29 09.     (W)     SCALED    
 LW1763* NAVD 88     -       127.573  (meters)     418.55   (feet)  ADJUSTED  
 LW1763  ___________________________________________________________________
 LW1763  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LW1763  DYNAMIC HT  -         127.533 (meters)     418.41  (feet)  COMP
 LW1763  MODELED GRAV-     980,309.2   (mgal)                       NAVD 88
 LW1763
 LW1763  VERT ORDER  -  SECOND    CLASS II
 LW1763
 LW1763.This mark is at North Central State Airport (SFZ)
 LW1763
 LW1763.The horizontal coordinates were scaled from a topographic map and have
 LW1763.an estimated accuracy of +/- 6 seconds.
 LW1763
 LW1763.The orthometric height was determined by differential leveling
 LW1763.and adjusted by the National Geodetic Survey in June 1991..
 LW1763
 LW1763.The geoid height was determined by GEOID03.
 LW1763
 LW1763.The dynamic height is computed by dividing the NAVD 88
 LW1763.geopotential number by the normal gravity value computed on the
 LW1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1763.degrees latitude (g = 980.6199 gals.).
 LW1763
 LW1763.The modeled gravity was interpolated from observed gravity values.
 LW1763
 LW1763;                    North         East    Units  Estimated Accuracy
 LW1763;SPC RI       -    93,850.      101,180.      MT  (+/- 180 meters Scaled)
 LW1763
 LW1763                          SUPERSEDED SURVEY CONTROL
 LW1763
 LW1763.No superseded survey control is available for this station.
 LW1763
 LW1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG938448(NAD 83)
 LW1763_MARKER: Z = SEE DESCRIPTION
 LW1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1763_SP_SET: CONCRETE POST
 LW1763_MARK LOGO: RIGS  
 LW1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1763
 LW1763  HISTORY     - Date     Condition        Report By
 LW1763  HISTORY     - 1985     MONUMENTED       RIGS
 LW1763
 LW1763                          STATION DESCRIPTION
 LW1763
 LW1763'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1763'4.5 KM (2.8 MI) NORTH FROM ESMOND.
 LW1763'THE STATION IS LOCATED AT NORTH CENTRAL AIRPORT TO REACH THE STATION
 LW1763'FROM THE NORTH ENTRANCE TO NORTH CENTRAL AIRPORT, AND THE OPERATIONS
 LW1763'BUILDING, GO NORTHEAST TO THE END OF RUNWAY 23, AND THE STATION.  THE
 LW1763'STATION IS A 4 INCH BY 4 INCH PRECAST CONCRETE MONUMENT WITH A CROSS
 LW1763'IN ITS TOP SET 25 FEET FROM THE END OF THE PAVEMENT ON THE CENTERLINE
 LW1763'EXTENSION OF RUNWAY 23, AND IS FLUSH WITH THE GROUND.  THE MARK IS
 LW1763'UNSTAMPED.  PERMISSION MUST BE OBTAINED FROM THE AIRPORT MANAGER
 LW1763'BEFORE ENTERING ONTO THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1106 ***********************************************************************
 LW1106  DESIGNATION -  R 9
 LW1106  PID         -  LW1106
 LW1106  STATE/COUNTY-  RI/PROVIDENCE
 LW1106  USGS QUAD   -  CLAYVILLE (1975)
 LW1106
 LW1106                         *CURRENT SURVEY CONTROL
 LW1106  ___________________________________________________________________
 LW1106* NAD 83(1986)-  41 47 38.     (N)    071 41 52.     (W)     SCALED    
 LW1106* NAVD 88     -       147.369  (meters)     483.49   (feet)  ADJUSTED  
 LW1106  ___________________________________________________________________
 LW1106  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW1106  DYNAMIC HT  -         147.318 (meters)     483.33  (feet)  COMP
 LW1106  MODELED GRAV-     980,272.5   (mgal)                       NAVD 88
 LW1106
 LW1106  VERT ORDER  -  SECOND    CLASS 0
 LW1106
 LW1106.The horizontal coordinates were scaled from a topographic map and have
 LW1106.an estimated accuracy of +/- 6 seconds.
 LW1106
 LW1106.The orthometric height was determined by differential leveling
 LW1106.and adjusted by the National Geodetic Survey in June 1991..
 LW1106
 LW1106.The geoid height was determined by GEOID03.
 LW1106
 LW1106.The dynamic height is computed by dividing the NAVD 88
 LW1106.geopotential number by the normal gravity value computed on the
 LW1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1106.degrees latitude (g = 980.6199 gals.).
 LW1106
 LW1106.The modeled gravity was interpolated from observed gravity values.
 LW1106
 LW1106;                    North         East    Units  Estimated Accuracy
 LW1106;SPC RI       -    78,930.       83,560.      MT  (+/- 180 meters Scaled)
 LW1106
 LW1106                          SUPERSEDED SURVEY CONTROL
 LW1106
 LW1106  NGVD 29 (??/??/92)  147.613  (m)          484.29   (f) ADJ UNCH    2 0
 LW1106
 LW1106.Superseded values are not recommended for survey control.
 LW1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1106.See file dsdata.txt to determine how the superseded data were derived.
 LW1106
 LW1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG758304(NAD 83)
 LW1106_MARKER: DB = BENCH MARK DISK
 LW1106_SETTING: 66 = SET IN ROCK OUTCROP
 LW1106_SP_SET: BEDROCK
 LW1106_STAMPING: R 9 1958
 LW1106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1106+STABILITY: POSITION/ELEVATION WELL
 LW1106
 LW1106  HISTORY     - Date     Condition        Report By
 LW1106  HISTORY     - 1958     MONUMENTED       CGS
 LW1106  HISTORY     - 1988     GOOD             USPSQD
 LW1106
 LW1106                          STATION DESCRIPTION
 LW1106
 LW1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1106'7.8 MI N FROM SUMMIT.
 LW1106'6.2 MILES NORTH ALONG STATE HIGHWAY 102 FROM ITS JUNCTION WITH
 LW1106'STATE HIGHWAY 117 AT SUMMIT, THENCE 0.3 MILES NORTHWEST ALONG
 LW1106'FOSTER CENTER ROAD, THENCE 1.35 MILES NORTH ALONG KING ROAD,
 LW1106'AT THE JUNCTION OF KING, MILL, AND KATE RANDAL ROAD, SET IN
 LW1106'THE TOP OF AN EXPOSED SECTION OF BEDROCK, 50 FEET NORTH OF THE
 LW1106'CENTER LINE OF MILL ROAD, 36 FEET EAST OF THE CENTER LINE OF
 LW1106'KATE RANDAL ROAD, 61 FEET NORTHEAST OF THE CENTER LINE OF THE
 LW1106'JUNCTION, 30 FEET NORTHEAST OF POWER POLE 1/2-42, ABOUT 8 FEET
 LW1106'ABOVE THE LEVEL OF THE JUNCTION.
 LW1106
 LW1106                          STATION RECOVERY (1988)
 LW1106
 LW1106'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3529 ***********************************************************************
 LW3529  DESIGNATION -  RACCOON
 LW3529  PID         -  LW3529
 LW3529  STATE/COUNTY-  RI/KENT
 LW3529  USGS QUAD   -  HOPE VALLEY (1975)
 LW3529
 LW3529                         *CURRENT SURVEY CONTROL
 LW3529  ___________________________________________________________________
 LW3529* NAD 83(1996)-  41 37 23.49898(N)    071 40 05.73595(W)     ADJUSTED  
 LW3529* NAVD 88     -       176.7    (meters)     580.     (feet)  VERTCON   
 LW3529  ___________________________________________________________________
 LW3529  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 LW3529  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW3529
 LW3529  HORZ ORDER  -  FIRST
 LW3529
 LW3529.The horizontal coordinates were established by classical geodetic methods
 LW3529.and adjusted by the National Geodetic Survey in August 1998..
 LW3529
 LW3529.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3529
 LW3529.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3529
 LW3529.The geoid height was determined by GEOID03.
 LW3529
 LW3529;                    North         East     Units Scale Factor Converg.
 LW3529;SPC RI       -    59,970.646    85,977.678   MT  0.99999617   -0 06 42.3
 LW3529;SPC RI       -   196,753.69    282,078.43   sFT  0.99999617   -0 06 42.3
 LW3529;UTM  19      - 4,611,380.625   277,712.598   MT  1.00020810   -1 46 23.0
 LW3529
 LW3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3529!SPC RI       -   0.99997702  x   0.99999617  =   0.99997319
 LW3529!UTM  19      -   0.99997702  x   1.00020810  =   1.00018512
 LW3529
 LW3529|---------------------------------------------------------------------|
 LW3529| PID    Reference Object                     Distance      Geod. Az  |
 LW3529|                                                           dddmmss.s |
 LW3529| CB8455 RACCOON RM 1                         27.101 METERS 12732     |
 LW3529| CB8456 RACCOON RM 2                         19.111 METERS 21443     |
 LW3529| CB8457 RACCOON RM 3                         82.854 METERS 31734     |
 LW3529| LW1176 VICTORY                             APPROX. 4.4 KM 3291948.6 |
 LW3529|---------------------------------------------------------------------|
 LW3529
 LW3529                          SUPERSEDED SURVEY CONTROL
 LW3529
 LW3529  NAD 83(1992)-  41 37 23.49769(N)    071 40 05.73525(W) AD(       ) 1
 LW3529  NAD 83(1986)-  41 37 23.49690(N)    071 40 05.73535(W) AD(       ) 1
 LW3529  NAD 27      -  41 37 23.13608(N)    071 40 07.49750(W) AD(       ) 1
 LW3529  NGVD 29 (07/19/86)  176.9    (m)          580.     (f) VERT ANG       
 LW3529
 LW3529.Superseded values are not recommended for survey control.
 LW3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3529.See file dsdata.txt to determine how the superseded data were derived.
 LW3529
 LW3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7771311381(NAD 83)
 LW3529_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3529_SETTING: 80 = SET IN A BOULDER
 LW3529_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3529+STABILITY: SURFACE MOTION
 LW3529
 LW3529  HISTORY     - Date     Condition        Report By
 LW3529  HISTORY     - 1969     MONUMENTED       CGS
 LW3529
 LW3529                          STATION DESCRIPTION
 LW3529
 LW3529'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3529'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF EXETER,
 LW3529'7-1/4 MILES SOUTHWEST OF COVENTRY, 3 MILES NORTH OF MILLVILLE,
 LW3529'2-1/4 MILES SOUTHWEST OF NOOSENECK AND ON PROPERTY OWNED BY
 LW3529'MR. ED MORTON.
 LW3529'
 LW3529'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND
 LW3529'102, ABOUT 6-1/2 MILES NORTHEAST OF HOPE VALLEY, GO NORTHWESTERLY
 LW3529'ON STATE HIGHWAY 102 FOR 2.85 MILES TO A SIDE ROAD RIGHT.  TURN
 LW3529'SHARP RIGHT AND GO SOUTHEASTERLY ON A GRAVELED ROAD FOR 0.7 MILE
 LW3529'TO A DRIVEWAY AND THE STATION ON THE RIGHT AS DESCRIBED.
 LW3529'
 LW3529'ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES IN BOULDERS.
 LW3529'
 LW3529'STATION MARK, STAMPED RACCOON 1969 IS A STANDARD DISK SET IN A
 LW3529'BOULDER WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 89 FEET
 LW3529'SOUTH OF THE CENTER OF THE DRIVEWAY, 61.5 FEET WEST OF THE
 LW3529'CENTER OF A GRAVELED ROAD, 54 FEET SOUTHEAST OF THE SOUTHEAST
 LW3529'CORNER OF A SMALL WOODEN SHED AND 42.5 FEET WEST OF A METAL
 LW3529'WITNESS POST.
 LW3529'
 LW3529'RM 1, STAMPED RACCOON NO 1 1969 IS A STANDARD DISK SET IN A
 LW3529'BOULDER WHICH PROJECTS 3 INCHES.  IT IS 45 FEET WEST OF THE CENTER
 LW3529'OF THE GRAVELED ROAD, 28 FEET WEST OF A ROCK FENCE AND 2.5 FEET
 LW3529'SOUTH OF A METAL WITNESS POST.
 LW3529'
 LW3529'RM 2, STAMPED RACCOON NO 2 1969 IS A STANDARD DISK SET IN A
 LW3529'BOULDER WHICH PROJECTS 10 INCHES.  IT IS 124 FEET WEST OF THE
 LW3529'CENTER OF THE GRAVELED ROAD AND 49.5 FEET SOUTHWEST OF THE
 LW3529'SOUTHWEST CORNER OF THE SMALL WOODEN SHED.
 LW3529'
 LW3529'RM 3, STAMPED RACCOON NO 3 1969 IS A STANDARD DISK SET IN A
 LW3529'BOULDER WHICH PROJECTS 1 FOOT.  IT IS 183 FEET NORTH OF THE
 LW3529'CENTER OF THE DRIVEWAY, 47.5 FEET WEST OF THE CENTER OF THE
 LW3529'GRAVELED ROAD AND 2.5 FEET EAST OF A METAL WITNESS POST.
 LW3529'
 LW3529'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2512 ***********************************************************************
 LW2512  DESIGNATION -  RAILROAD USE 1912
 LW2512  PID         -  LW2512
 LW2512  STATE/COUNTY-  RI/WASHINGTON
 LW2512  USGS QUAD   -  WICKFORD (1995)
 LW2512
 LW2512                         *CURRENT SURVEY CONTROL
 LW2512  ___________________________________________________________________
 LW2512* NAD 83(1996)-  41 32 33.71929(N)    071 25 43.44432(W)     ADJUSTED  
 LW2512* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW2512  ___________________________________________________________________
 LW2512  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LW2512  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW2512
 LW2512  HORZ ORDER  -  THIRD
 LW2512
 LW2512.The horizontal coordinates were established by classical geodetic methods
 LW2512.and adjusted by the National Geodetic Survey in August 1998..
 LW2512
 LW2512.The orthometric height was scaled from a topographic map.
 LW2512
 LW2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2512
 LW2512.The geoid height was determined by GEOID03.
 LW2512
 LW2512;                    North         East     Units Scale Factor Converg.
 LW2512;SPC RI       -    51,019.357   105,946.446   MT  0.99999418   +0 02 50.1
 LW2512;SPC RI       -   167,386.01    347,592.63   sFT  0.99999418   +0 02 50.1
 LW2512;UTM  19      - 4,601,853.128   297,416.879   MT  1.00010507   -1 36 40.4
 LW2512
 LW2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2512!SPC RI       -   1.00000397  x   0.99999418  =   0.99999815
 LW2512!UTM  19      -   1.00000397  x   1.00010507  =   1.00010904
 LW2512
 LW2512:                Primary Azimuth Mark                     Grid Az
 LW2512:SPC RI       -  PLUM BEACH LIGHTHOUSE                    125 04 11.1
 LW2512:UTM  19      -  PLUM BEACH LIGHTHOUSE                    126 43 41.6
 LW2512
 LW2512|---------------------------------------------------------------------|
 LW2512| PID    Reference Object                     Distance      Geod. Az  |
 LW2512|                                                           dddmmss.s |
 LW2512| LW2520 PLUM BEACH LIGHTHOUSE               APPROX. 2.4 KM 1250701.2 |
 LW2512| LW2528 BISSEL USE 1912                     APPROX. 0.6 KM 3490349.6 |
 LW2512|---------------------------------------------------------------------|
 LW2512
 LW2512                          SUPERSEDED SURVEY CONTROL
 LW2512
 LW2512  NAD 83(1996)-  41 32 33.71864(N)    071 25 43.44375(W) AD(       ) 3
 LW2512  NAD 83(1992)-  41 32 33.71778(N)    071 25 43.44356(W) AD(       ) 3
 LW2512  NAD 83(1992)-  41 32 33.71717(N)    071 25 43.44345(W) AD(       ) 3
 LW2512  NAD 83(1986)-  41 32 33.71700(N)    071 25 43.44171(W) AD(       ) 3
 LW2512  NAD 27      -  41 32 33.34100(N)    071 25 45.25000(W) AD(       ) 3
 LW2512
 LW2512.Superseded values are not recommended for survey control.
 LW2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2512.See file dsdata.txt to determine how the superseded data were derived.
 LW2512
 LW2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9741701853(NAD 83)
 LW2512_MARKER: DD = SURVEY DISK
 LW2512_SETTING: 66 = SET IN ROCK OUTCROP
 LW2512_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 LW2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW2512+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW2512
 LW2512  HISTORY     - Date     Condition        Report By
 LW2512  HISTORY     - UNK      MONUMENTED
 LW2512  HISTORY     - 1912     GOOD             CGS
 LW2512  HISTORY     - 1934     GOOD             RIGS
 LW2512  HISTORY     - 1934     GOOD             RIGS
 LW2512  HISTORY     - 1954     GOOD             CGS
 LW2512  HISTORY     - 1956     GOOD             CGS
 LW2512  HISTORY     - 19980306 GOOD             INDIV
 LW2512  HISTORY     - 20010807 GOOD             USPSQD
 LW2512
 LW2512                          STATION DESCRIPTION
 LW2512
 LW2512'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2512'ON THE W SIDE OF THE WESTERN PASSAGE OF NARRAGANSETT BAY, ABOUT
 LW2512'200 METERS FROM SHORE, 300 METERS FROM THE S SHORE OF BISSEL COVE,
 LW2512'3/4 MILE SE OF HAMILTON, AND 1-1/8 MILES NNW OF THE POINT OF
 LW2512'PLUM BEACH.  THE STATION IS ON LAND BELONGING TO OLIVER GREEN AND
 LW2512'IS JUST OUTSIDE OF THE E FENCE ALONG THE SEA VIEW ELECTRIC
 LW2512'COMPANYS RIGHT-OF-WAY, ON A FLAT ROCK SHOWING ABOUT A FOOT ABOVE
 LW2512'THE GROUND.  THE STATION IS MARKED BY A STANDARD BRONZE DISK
 LW2512'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AS DESCRIBED
 LW2512'EXCEPT THAT THE DISK HAS THE ADDITIONAL LEGEND
 LW2512'ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A.  A REFERENCE MARK,
 LW2512'A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK, AS DESCRIBED
 LW2512'IS 2.29 METERS (7.51 FEET) NORTH BY WEST FROM THE STATION.
 LW2512
 LW2512                          STATION RECOVERY (1934)
 LW2512
 LW2512'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2512'ON THE W SIDE OF WESTERN PASSAGE OF NARRAGANSETT BAY, ABOUT 200
 LW2512'METERS FROM SHORE, 300 METERS FROM S SHORE OF BISSELL COVE, 3/4
 LW2512'MILE SE OF HAMILTON, AND 1-1/8 MILES NNW OF THE POINT OF PLUM
 LW2512'BEACH.  THE STATION IS ABOUT 20 FEET E OF THE OLD SEA VIEW
 LW2512'RAILROAD COMPANYS RIGHT-OF-WAY ON A FLAT BOULDER PROJECTING ABOUT
 LW2512'1 FOOT ABOVE GROUND.
 LW2512'
 LW2512'STATION IS REACHED BY GOING S ON ROAD BETWEEN WICKFORD AND
 LW2512'NARRAGANSETT PIER (ROUTE 102) 2.4 MILES FROM HUSSEY MEMORIAL
 LW2512'BRIDGE IN WICKFORD TO POLE NO. 1040 OVER 2.  AT THIS POINT
 LW2512'TURN E IN PRIVATE DRIVE OF J.E. MENZIES AND GO PAST FARMHOUSE
 LW2512'TO WHERE ROAD GOES THROUGH STONE WALL.  PROCEED S FROM THIS
 LW2512'POINT ABOUT 100 YARDS TO STATION.
 LW2512'
 LW2512'STATION FOUND INTACT BUT REFERENCE DISK IS SLIGHTLY LOOSE.
 LW2512
 LW2512                          STATION RECOVERY (1934)
 LW2512
 LW2512'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2512'STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION,
 LW2512'THE STATION BEING ABOUT 7 FEET E OF THE E FENCE OF THE
 LW2512'RIGHT-OF-WAY OF AN ABANDONED ELECTRIC RAILROAD FROM PROVIDENCE
 LW2512'TO NARRAGANSETT PIER (SEA VIEW RAILROAD COMPANY).
 LW2512'
 LW2512'THE LAND IS NOW OWNED BY DR. JOHN D. MENZIES OF PROVIDENCE.
 LW2512
 LW2512                          STATION RECOVERY (1954)
 LW2512
 LW2512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2512'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE
 LW2512'1934 RECOVERY NOTE IS ADEQUATE WITH THE FOLLOWING ADDITION--
 LW2512'
 LW2512'THE STATION IS 37 FT. S OF POWERLINE POLE NO. 0369.
 LW2512
 LW2512                          STATION RECOVERY (1956)
 LW2512
 LW2512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2512'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 LW2512'CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 LW2512'FOLLOWING ADDITION--
 LW2512'
 LW2512'THE MARKS ARE NOT STAMPED.
 LW2512
 LW2512                          STATION RECOVERY (1998)
 LW2512
 LW2512'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2512'STATION ONLY
 LW2512
 LW2512                          STATION RECOVERY (2001)
 LW2512
 LW2512'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2512'RECOVERED STATION ONLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0591 ***********************************************************************
 LW0591  DESIGNATION -  RANGE
 LW0591  PID         -  LW0591
 LW0591  STATE/COUNTY-  RI/NEWPORT
 LW0591  USGS QUAD   -  SAKONNET POINT (1970)
 LW0591
 LW0591                         *CURRENT SURVEY CONTROL
 LW0591  ___________________________________________________________________
 LW0591* NAD 83(1996)-  41 28 29.41826(N)    071 14 43.55925(W)     ADJUSTED  
 LW0591* NAVD 88     -        10.684  (meters)      35.05   (feet)  ADJUSTED  
 LW0591  ___________________________________________________________________
 LW0591  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 LW0591  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW0591  DYNAMIC HT  -          10.680 (meters)      35.04  (feet)  COMP
 LW0591  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 LW0591
 LW0591  HORZ ORDER  -  SECOND
 LW0591  VERT ORDER  -  SECOND    CLASS 0
 LW0591
 LW0591.The horizontal coordinates were established by classical geodetic methods
 LW0591.and adjusted by the National Geodetic Survey in August 1998..
 LW0591
 LW0591.The orthometric height was determined by differential leveling
 LW0591.and adjusted by the National Geodetic Survey in June 1991..
 LW0591
 LW0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0591
 LW0591.The geoid height was determined by GEOID03.
 LW0591
 LW0591.The dynamic height is computed by dividing the NAVD 88
 LW0591.geopotential number by the normal gravity value computed on the
 LW0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0591.degrees latitude (g = 980.6199 gals.).
 LW0591
 LW0591.The modeled gravity was interpolated from observed gravity values.
 LW0591
 LW0591;                    North         East     Units Scale Factor Converg.
 LW0591;SPC RI       -    43,511.295   121,263.460   MT  0.99999931   +0 10 07.0
 LW0591;SPC RI       -   142,753.31    397,845.20   sFT  0.99999931   +0 10 07.0
 LW0591;UTM  19      - 4,593,904.638   312,511.427   MT  1.00003261   -1 29 15.2
 LW0591
 LW0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0591!SPC RI       -   1.00000302  x   0.99999931  =   1.00000233
 LW0591!UTM  19      -   1.00000302  x   1.00003261  =   1.00003563
 LW0591
 LW0591|---------------------------------------------------------------------|
 LW0591| PID    Reference Object                     Distance      Geod. Az  |
 LW0591|                                                           dddmmss.s |
 LW0591| LW2811 B 3/11 S 3/11 1943                   22.062 METERS 04605     |
 LW0591| LW2796 SACHUEST                            450.664 METERS 0552036.5 |
 LW0591| LW2812 B 4/6 S 4/6 1943                     51.133 METERS 27955     |
 LW0591| LW2790 TOWER 10 1943                        80.610 METERS 31209     |
 LW0591| LW2810 B 7/2 S 7/2 1943                     17.125 METERS 34750     |
 LW0591|---------------------------------------------------------------------|
 LW0591
 LW0591                          SUPERSEDED SURVEY CONTROL
 LW0591
 LW0591  NAD 83(1996)-  41 28 29.41820(N)    071 14 43.55868(W) AD(       ) 2
 LW0591  NAD 83(1992)-  41 28 29.41644(N)    071 14 43.55867(W) AD(       ) 2
 LW0591  NAD 83(1992)-  41 28 29.41626(N)    071 14 43.55824(W) AD(       ) 2
 LW0591  NAD 83(1986)-  41 28 29.41661(N)    071 14 43.55615(W) AD(       ) 2
 LW0591  NAD 27      -  41 28 29.04500(N)    071 14 45.38300(W) AD(       ) 2
 LW0591  NGVD 29 (??/??/92)   10.958  (m)           35.95   (f) ADJ UNCH    2 0
 LW0591
 LW0591.Superseded values are not recommended for survey control.
 LW0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0591.See file dsdata.txt to determine how the superseded data were derived.
 LW0591
 LW0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1251193905(NAD 83)
 LW0591_MARKER: DB = BENCH MARK DISK
 LW0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0591_STAMPING: RANGE 1943
 LW0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0591+STABILITY: SURFACE MOTION
 LW0591
 LW0591  HISTORY     - Date     Condition        Report By
 LW0591  HISTORY     - 1943     MONUMENTED       CGS
 LW0591  HISTORY     - 1969     GOOD             CGS
 LW0591  HISTORY     - 1969     GOOD             NGS
 LW0591
 LW0591                          STATION DESCRIPTION
 LW0591
 LW0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0591'THE STATION IS ABOUT 4 MILES EAST OF NEWPORT, ON THE SOUTHEAST
 LW0591'CORNER OF AQUIDNECK ISLAND, AND ABOUT 200 YARDS NORTH OF THE
 LW0591'SOUTHERN TIP OF SACHUEST POINT.  IT IS 169 FEET EAST OF THE
 LW0591'SOUTHEAST CORNER OF A HOUSE, 6 FEET NORTH OF THE PROJECTED PLANE
 LW0591'OF THE SOUTH WALL OF SAME, 49 FEET SOUTH OF THE SOUTHEAST CORNER
 LW0591'OF A BARN, AND DIRECTLY IN THE PROJECTED PLANE OF SAME.  THE FLUSH
 LW0591'MARK IS STAMPED RANGE 1943.
 LW0591'
 LW0591'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION SACHUEST
 LW0591'(U.S.E.), 1940.
 LW0591'
 LW0591'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 LW0591
 LW0591                          STATION RECOVERY (1969)
 LW0591
 LW0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RG)
 LW0591'THE STATION WAS RECOVERED AND IN GOOD CONDITION.  THE STATION MAY
 LW0591'BE REACHED BY GOING 4.05 MILES EAST ALONG MEMORIAL BLVD, PURGATORY
 LW0591'ROAD AND SACHUEST POINT ROAD FROM THE POST OFFICE AT NEWPORT,
 LW0591'THENCE 0.4 MILE SOUTH ALONG ROAD THRU NAVY RESERVATION AND ALONG
 LW0591'THE WEST OF A POINT, THENCE 0.1 MILE SOUTHEAST ALONG ROAD THRU
 LW0591'HEDERMAN PARK (A PINCIN AREA), ABOUT 0.15 MILE NORTHEAST OF THE
 LW0591'SOUTH END OF SACHUEST POINT, 167 FEET NORTHWEST OF THE CENTER
 LW0591'LINE OF THE ROAD ALONG THE SOUTHEAST SIDE OF THE POINT, 161 FEET
 LW0591'EAST OF THE SOUTHEAST CORNER OF A TWO-STORIED HOUSE, 68 FEET
 LW0591'SOUTHWEST OF THE SOUTHWEST SIDE OF A CONCRETE TOWER WHICH IS
 LW0591'ABANDONED AT THIS TIME, ABOUT 0.25 MILE SOUTHWEST OF TRI. STATION
 LW0591'SACHUEST USE DESCRIBED AND SET IN THE TOP OF A CONCRETE POST 1
 LW0591'INCH BELOW THE LEVEL OF THE GROUND.
 LW0591
 LW0591                          STATION RECOVERY (1969)
 LW0591
 LW0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0591'4.6 MI SE FROM NEWPORT.
 LW0591'4.05 MILES EAST ALONG MEMORIAL BLVD, PURGATORY ROAD AND SACHUEST
 LW0591'POINT ROAD FROM THE POST OFFICE AT NEWPORT, THENCE 0.4 MILE
 LW0591'SOUTH ALONG ROAD THRU NAVY RESERVATION AND ALONG THE WEST SIDE
 LW0591'OF THE POINT, THENCE 0.1 MILE SOUTHEAST ALONG ROAD THRU HEDERMAN
 LW0591'PARK, (A PICNIC AREA), 0.15 MILE NORTHEAST OF THE SOUTH END
 LW0591'OF THE POINT, 167 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD
 LW0591'ON THE SOUTHEAST SIDE OF THE POINT, 161 FEET EAST OF THE
 LW0591'SOUTHEAST CORNER OF A TWO-STORIED HOUSE, 68 FEET SOUTHWEST
 LW0591'OF THE SOUTHWEST SIDE OF A CONCRETE ABANDONED LOOKOUT TOWER, 0.25
 LW0591'MILE SOUTHWEST OF TRIANGULATION STATION SACHUEST USE DESCRIBED AND
 LW0591'SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL OF THE
 LW0591'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0272 ***********************************************************************
 LW0272  DESIGNATION -  RAPOSA
 LW0272  PID         -  LW0272
 LW0272  STATE/COUNTY-  RI/NEWPORT
 LW0272  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0272
 LW0272                         *CURRENT SURVEY CONTROL
 LW0272  ___________________________________________________________________
 LW0272* NAD 83(1986)-  41 31 12.     (N)    071 19 01.     (W)     SCALED    
 LW0272* NAVD 88     -        18.540  (meters)      60.83   (feet)  ADJUSTED  
 LW0272  ___________________________________________________________________
 LW0272  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW0272  DYNAMIC HT  -          18.534 (meters)      60.81  (feet)  COMP
 LW0272  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 LW0272
 LW0272  VERT ORDER  -  SECOND    CLASS 0
 LW0272
 LW0272.The horizontal coordinates were scaled from a topographic map and have
 LW0272.an estimated accuracy of +/- 6 seconds.
 LW0272
 LW0272.The orthometric height was determined by differential leveling
 LW0272.and adjusted by the National Geodetic Survey in June 1991..
 LW0272
 LW0272.The geoid height was determined by GEOID03.
 LW0272
 LW0272.The dynamic height is computed by dividing the NAVD 88
 LW0272.geopotential number by the normal gravity value computed on the
 LW0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0272.degrees latitude (g = 980.6199 gals.).
 LW0272
 LW0272.The modeled gravity was interpolated from observed gravity values.
 LW0272
 LW0272;                    North         East    Units  Estimated Accuracy
 LW0272;SPC RI       -    48,510.      115,280.      MT  (+/- 180 meters Scaled)
 LW0272
 LW0272                          SUPERSEDED SURVEY CONTROL
 LW0272
 LW0272  NGVD 29 (??/??/92)   18.814  (m)           61.73   (f) ADJ UNCH    2 0
 LW0272
 LW0272.Superseded values are not recommended for survey control.
 LW0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0272.See file dsdata.txt to determine how the superseded data were derived.
 LW0272
 LW0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF066990(NAD 83)
 LW0272_MARKER: DB = BENCH MARK DISK
 LW0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0272_SP_SET: STONE FENCE
 LW0272_STAMPING: RAPOSA 1934
 LW0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0272
 LW0272  HISTORY     - Date     Condition        Report By
 LW0272  HISTORY     - 1934     MONUMENTED       CGS
 LW0272
 LW0272                          STATION DESCRIPTION
 LW0272
 LW0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LW0272'AT CODDINGTON COVE.
 LW0272'AT CODDINGTON COVE, NEWPORT COUNTY, AT AN U.S. ARMY INSTALLATION,
 LW0272'JUST EAST OF THE FERRY DOCK, IN LINE WITH TRIANGULATION STATIONS
 LW0272'MARSHALL AND BISHOP, 268 FEET EAST OF THE CENTERLINE OF THE NEW
 LW0272'YORK, NEW HAVEN AND HARTFORD RAILROAD TRACK, AND ON THE NORTH SIDE
 LW0272'OF AN EAST-AND-WEST STONE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2375 ***********************************************************************
 LW2375  DESIGNATION -  RAPOSO
 LW2375  PID         -  LW2375
 LW2375  STATE/COUNTY-  RI/NEWPORT
 LW2375  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2375
 LW2375                         *CURRENT SURVEY CONTROL
 LW2375  ___________________________________________________________________
 LW2375* NAD 83(1996)-  41 32 04.26196(N)    071 18 41.45878(W)     ADJUSTED  
 LW2375* NAVD 88     -        18.54   (+/-2cm)      60.8    (feet)  VERTCON   
 LW2375  ___________________________________________________________________
 LW2375  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW2375  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LW2375
 LW2375  HORZ ORDER  -  SECOND
 LW2375  VERT ORDER  -  THIRD ? (See Below)
 LW2375
 LW2375.The horizontal coordinates were established by classical geodetic methods
 LW2375.and adjusted by the National Geodetic Survey in August 1998..
 LW2375
 LW2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2375.The vertical order pertains to the NGVD 29 superseded value.
 LW2375
 LW2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2375
 LW2375.The geoid height was determined by GEOID03.
 LW2375
 LW2375;                    North         East     Units Scale Factor Converg.
 LW2375;SPC RI       -    50,125.271   115,729.210   MT  0.99999679   +0 07 29.9
 LW2375;SPC RI       -   164,452.66    379,688.25   sFT  0.99999679   +0 07 29.9
 LW2375;UTM  19      - 4,600,676.211   307,170.509   MT  1.00005761   -1 31 59.4
 LW2375
 LW2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2375!SPC RI       -   1.00000178  x   0.99999679  =   0.99999857
 LW2375!UTM  19      -   1.00000178  x   1.00005761  =   1.00005939
 LW2375
 LW2375|---------------------------------------------------------------------|
 LW2375| PID    Reference Object                     Distance      Geod. Az  |
 LW2375|                                                           dddmmss.s |
 LW2375| CB8466 RAPOSO RM 1                          82.740 METERS 00239     |
 LW2375| CB8467 RAPOSO RM 2                          11.550 METERS 08412     |
 LW2375| LW2457 BISHOP 1932                         APPROX. 2.4 KM 2203606.6 |
 LW2375| LW2379 GOULD ISLAND TANK                   APPROX. 2.8 KM 2681830.9 |
 LW2375|---------------------------------------------------------------------|
 LW2375
 LW2375                          SUPERSEDED SURVEY CONTROL
 LW2375
 LW2375  NAD 83(1996)-  41 32 04.26158(N)    071 18 41.45827(W) AD(       ) 2
 LW2375  NAD 83(1992)-  41 32 04.26035(N)    071 18 41.45805(W) AD(       ) 2
 LW2375  NAD 83(1992)-  41 32 04.25986(N)    071 18 41.45770(W) AD(       ) 2
 LW2375  NAD 83(1986)-  41 32 04.25982(N)    071 18 41.45610(W) AD(       ) 2
 LW2375  NAD 27      -  41 32 03.89000(N)    071 18 43.27000(W) AD(       ) 2
 LW2375  NGVD 29 (07/19/86)   18.81   (m)           61.7    (f) LEVELING    3  
 LW2375
 LW2375.Superseded values are not recommended for survey control.
 LW2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2375.See file dsdata.txt to determine how the superseded data were derived.
 LW2375
 LW2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0717100676(NAD 83)
 LW2375_MARKER: Z = SEE DESCRIPTION
 LW2375_SETTING: 0 = UNSPECIFIED SETTING
 LW2375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2375
 LW2375  HISTORY     - Date     Condition        Report By
 LW2375  HISTORY     - 1934     MONUMENTED       CGS
 LW2375  HISTORY     - 1943     SEE DESCRIPTION  CGS
 LW2375  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2375
 LW2375                          STATION DESCRIPTION
 LW2375
 LW2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2375'STATION IS ON THE W SHORE OF THE ISLAND OF RHODE ISLAND,
 LW2375'APPROXIMATELY 4 MILES N OF THE CITY OF NEWPORT BY ROAD.  IT IS ON
 LW2375'NEARLY A DIRECT LINE BETWEEN STATIONS MARSHALL AND BISHOP.  IT IS
 LW2375'SITUATED ON THE SO-CALLED SCOTT FARM, NOW THE SITE OF THE NEWPORT
 LW2375'AIRPORT.  IT IS ON THE N SIDE OF A STONE FENCE RUNNING E AND W,
 LW2375'AND APPROXIMATELY 81.6 METERS E OF THE CENTER LINE OF THE NEW
 LW2375'YORK, NEW HAVEN AND HARTFORD RAILROAD TRACK.
 LW2375'
 LW2375'STATION IS MARKED WITH A STANDARD BRONZE DISK SET IN THE TOP
 LW2375'OF A 6-INCH TILE FILLED WITH CONCRETE AND STAMPED RAPOSO, 1934.
 LW2375'
 LW2375'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK STAMPED RAPOSO,
 LW2375'1934 - NO. 1 AND CEMENTED IN THE TOP OF A LARGE OUTCROPPING
 LW2375'BOULDER NW OF THE STATION.  REFERENCE MARK NO. 2 IS A STANDARD
 LW2375'BRONZE DISK STAMPED RAPOSO 1934 - NO. 2 CEMENTED IN THE TOP OF A
 LW2375'6-INCH CEMENT-FILLED TILE PIPE AND IS 11.55 METERS E OF THE
 LW2375'STATION ON THE N OR SAME SIDE OF THE SAME STONE FENCE.
 LW2375
 LW2375                          STATION RECOVERY (1943)
 LW2375
 LW2375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2375'STATION RECOVERED IN GOOD CONDITION, BOTH REFERENCE MARKS
 LW2375'DESTROYED BY CONSTRUCTION.  STATION IS ON SITE OF NAVAL
 LW2375'TORPEDO STATION AT GODDINGTON COVE, APPROXIMATELY 2-1/2 MILES N
 LW2375'OF NEWPORT, R.I.  MARK IS ON W SIDE OF A TERRACED BLUFF ON THE
 LW2375'THIRD TERRACE UP FROM RAILROAD TRACKS.  STATION OVERLOOKS THE
 LW2375'GOULD ISLAND FERRY SLIP.  MARK IS 30 FEET E OF CENTER LINE OF
 LW2375'ROAD, AND 75 FEET NE OF NW CORNER OF CONCRETE PERSONNEL
 LW2375'SHELTER BUILDING, AND IS APPROXIMATELY 150 FEET S OF SW
 LW2375'CORNER OF GARAGE (BUILDING 114).  MARK IS W OF ADMINISTRATION
 LW2375'BUILDINGS.
 LW2375
 LW2375                          STATION RECOVERY (1956)
 LW2375
 LW2375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2375'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE 1943
 LW2375'RECOVERY NOTE BY B.H.R. IS ADEQUATE WITH THE FOLLOWING ADDITION
 LW2375'AND CORRECTION--
 LW2375'
 LW2375'THE STATION MARK IS A STANDARD DISK, STAMPED RAPOSO 1934 SET
 LW2375'IN THE TOP OF A 6-IN. TILE FILLED WITH CONCRETE WHICH IS 4
 LW2375'IN. UNDERGROUND.  THE GARAGE (BUILDING 114), MENTIONED IN 1943
 LW2375'RECOVERY NOTE, HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2167 ***********************************************************************
 LW2167  DESIGNATION -  RECTANGULAR BARN WEATHER VANE
 LW2167  PID         -  LW2167
 LW2167  STATE/COUNTY-  RI/NEWPORT
 LW2167  USGS QUAD   -  TIVERTON (1975)
 LW2167
 LW2167                         *CURRENT SURVEY CONTROL
 LW2167  ___________________________________________________________________
 LW2167* NAD 83(1996)-  41 30 21.58008(N)    071 14 52.53967(W)     ADJUSTED  
 LW2167* NAVD 88     -                                                        
 LW2167  ___________________________________________________________________
 LW2167  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 LW2167  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW2167
 LW2167  HORZ ORDER  -  THIRD
 LW2167
 LW2167.The horizontal coordinates were established by classical geodetic methods
 LW2167.and adjusted by the National Geodetic Survey in August 1998..
 LW2167
 LW2167
 LW2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2167
 LW2167.The geoid height was determined by GEOID03.
 LW2167
 LW2167;                    North         East     Units Scale Factor Converg.
 LW2167;SPC RI       -    46,970.965   121,045.008   MT  0.99999920   +0 10 01.4
 LW2167;SPC RI       -   154,103.91    397,128.50   sFT  0.99999920   +0 10 01.4
 LW2167;UTM  19      - 4,597,369.295   312,393.083   MT  1.00003315   -1 29 24.5
 LW2167
 LW2167                          SUPERSEDED SURVEY CONTROL
 LW2167
 LW2167  NAD 83(1996)-  41 30 21.57991(N)    071 14 52.53920(W) AD(       ) 4
 LW2167  NAD 83(1992)-  41 30 21.57829(N)    071 14 52.53900(W) AD(       ) 4
 LW2167  NAD 83(1992)-  41 30 21.57802(N)    071 14 52.53868(W) AD(       ) 4
 LW2167  NAD 83(1986)-  41 30 21.57832(N)    071 14 52.53680(W) AD(       ) 4
 LW2167  NAD 27      -  41 30 21.20800(N)    071 14 54.36500(W) AD(       ) 3
 LW2167
 LW2167.Superseded values are not recommended for survey control.
 LW2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2167.See file dsdata.txt to determine how the superseded data were derived.
 LW2167
 LW2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1239397369(NAD 83)
 LW2167
 LW2167  HISTORY     - Date     Condition        Report By
 LW2167  HISTORY     - 1917     MONUMENTED       CGS
 LW2167  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2167  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2167
 LW2167                          STATION DESCRIPTION
 LW2167
 LW2167'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2167'THE ONLY BARN OF THE DESCRIPTION IS A SMALL SHINGLED BARN BACK OF
 LW2167'JOSEPH A. PECKHAMS HOUSE.  MR. PECKHAM SAYS IT WAS BUILT IN 1917.
 LW2167'
 LW2167'THERE IS NO PROOF THAT THIS IS THE RIGHT POINT.
 LW2167'
 LW2167'STATION IS IN THE EASTERN PART OF TOWN OF MIDDLETOWN.
 LW2167
 LW2167                          STATION RECOVERY (1954)
 LW2167
 LW2167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2167'STATION DESTROYED.  THERE IS NOW NO WEATHER VANE ON THE BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2566 ***********************************************************************
 LW2566  DESIGNATION -  RED WINDMILL
 LW2566  PID         -  LW2566
 LW2566  STATE/COUNTY-  RI/KENT
 LW2566  USGS QUAD   -  EAST GREENWICH (1975)
 LW2566
 LW2566                         *CURRENT SURVEY CONTROL
 LW2566  ___________________________________________________________________
 LW2566* NAD 83(1996)-  41 39 48.28934(N)    071 25 23.28561(W)     ADJUSTED  
 LW2566* NAVD 88     -                                                        
 LW2566  ___________________________________________________________________
 LW2566  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 LW2566  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LW2566
 LW2566  HORZ ORDER  -  THIRD
 LW2566
 LW2566.The horizontal coordinates were established by classical geodetic methods
 LW2566.and adjusted by the National Geodetic Survey in August 1998..
 LW2566
 LW2566
 LW2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2566
 LW2566.The geoid height was determined by GEOID03.
 LW2566
 LW2566;                    North         East     Units Scale Factor Converg.
 LW2566;SPC RI       -    64,426.835   106,401.742   MT  0.99999425   +0 03 03.9
 LW2566;SPC RI       -   211,373.71    349,086.38   sFT  0.99999425   +0 03 03.9
 LW2566;UTM  19      - 4,615,243.239   298,260.576   MT  1.00010086   -1 36 40.8
 LW2566
 LW2566                          SUPERSEDED SURVEY CONTROL
 LW2566
 LW2566  NAD 83(1996)-  41 39 48.28889(N)    071 25 23.28540(W) AD(       ) 4
 LW2566  NAD 83(1992)-  41 39 48.28780(N)    071 25 23.28472(W) AD(       ) 4
 LW2566  NAD 83(1992)-  41 39 48.28728(N)    071 25 23.28474(W) AD(       ) 4
 LW2566  NAD 83(1986)-  41 39 48.28762(N)    071 25 23.28415(W) AD(       ) 4
 LW2566  NAD 27      -  41 39 47.90000(N)    071 25 25.09000(W) AD(       ) 3
 LW2566
 LW2566.Superseded values are not recommended for survey control.
 LW2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2566.See file dsdata.txt to determine how the superseded data were derived.
 LW2566
 LW2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9826115243(NAD 83)
 LW2566
 LW2566  HISTORY     - Date     Condition        Report By
 LW2566  HISTORY     - UNK      MONUMENTED
 LW2566  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2566
 LW2566                          STATION DESCRIPTION
 LW2566
 LW2566'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2566'THERE IS NO WINDMILL IN THE VICINITY GIVEN BY THE GEOGRAPHIC
 LW2566'POSITION.  I FOUND A MAN WHO STATED THAT HE HAD ASSISTED IN
 LW2566'TEARING DOWN A WINDMILL ABOUT 10 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0664 ***********************************************************************
 LW0664  DESIGNATION -  REMBIJAS
 LW0664  PID         -  LW0664
 LW0664  STATE/COUNTY-  RI/WASHINGTON
 LW0664  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0664
 LW0664                         *CURRENT SURVEY CONTROL
 LW0664  ___________________________________________________________________
 LW0664* NAD 83(1996)-  41 21 50.10283(N)    071 29 08.71822(W)     ADJUSTED  
 LW0664* NAVD 88     -         7.06   (+/-2cm)      23.2    (feet)  VERTCON   
 LW0664  ___________________________________________________________________
 LW0664  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 LW0664  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW0664
 LW0664  HORZ ORDER  -  SECOND
 LW0664  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LW0664
 LW0664.The horizontal coordinates were established by classical geodetic methods
 LW0664.and adjusted by the National Geodetic Survey in August 1998..
 LW0664
 LW0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0664.The vertical order pertains to the NGVD 29 superseded value.
 LW0664
 LW0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0664
 LW0664.The geoid height was determined by GEOID03.
 LW0664
 LW0664;                    North         East     Units Scale Factor Converg.
 LW0664;SPC RI       -    31,161.080   101,191.877   MT  0.99999377   +0 00 33.9
 LW0664;SPC RI       -   102,234.31    331,993.68   sFT  0.99999377   +0 00 33.9
 LW0664;UTM  19      - 4,582,138.051   292,089.896   MT  1.00013201   -1 38 35.8
 LW0664
 LW0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0664!SPC RI       -   1.00000366  x   0.99999377  =   0.99999743
 LW0664!UTM  19      -   1.00000366  x   1.00013201  =   1.00013567
 LW0664
 LW0664                          SUPERSEDED SURVEY CONTROL
 LW0664
 LW0664  NAD 83(1996)-  41 21 50.10186(N)    071 29 08.71702(W) AD(       ) 2
 LW0664  NAD 83(1992)-  41 21 50.10146(N)    071 29 08.71754(W) AD(       ) 2
 LW0664  NAD 83(1992)-  41 21 50.10021(N)    071 29 08.71725(W) AD(       ) 2
 LW0664  NAD 83(1986)-  41 21 50.09971(N)    071 29 08.71679(W) AD(       ) 2
 LW0664  NAD 27      -  41 21 49.73200(N)    071 29 10.50800(W) AD(       ) 2
 LW0664  NGVD 29 (??/??/92)    7.338  (m)           24.07   (f) ADJ UNCH    2 0
 LW0664
 LW0664.Superseded values are not recommended for survey control.
 LW0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0664.See file dsdata.txt to determine how the superseded data were derived.
 LW0664
 LW0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9209082138(NAD 83)
 LW0664_MARKER: DS = TRIANGULATION STATION DISK
 LW0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0664_STAMPING: REMBIJAS 1943
 LW0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0664+STABILITY: SURFACE MOTION
 LW0664
 LW0664  HISTORY     - Date     Condition        Report By
 LW0664  HISTORY     - 1943     MONUMENTED       CGS
 LW0664  HISTORY     - 1943     GOOD             CGS
 LW0664  HISTORY     - 1954     GOOD             CGS
 LW0664
 LW0664                          STATION DESCRIPTION
 LW0664
 LW0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0664'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT GREENE,
 LW0664'ABOUT 0.4 MI. NW OF THE POINT JUDITH LIGHTHOUSE.  IT IS 42.7 FT.
 LW0664'SW OF THE SE CORNER OF THE CENTER ONE OF THREE FIRE CONTROL
 LW0664'BUILDINGS, AND 28.4 FT. S-SE OF THE SW CORNER OF THE SAME
 LW0664'BUILDINGS.  SURFACE STATION MARK IS A STANDARD STATION DISK,
 LW0664'STAMPED REMBIJAS 1943 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 LW0664'WITH THE GROUND.
 LW0664'
 LW0664'UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 LW0664'CONCRETE POST.
 LW0664'
 LW0664'THERE ARE NO REFERENCE MARKS.
 LW0664'
 LW0664'HEIGHT OF LIGHT ABOVE STATION MARK 4.3 METERS.
 LW0664
 LW0664                          STATION RECOVERY (1943)
 LW0664
 LW0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0664'AT POINT JUDITH.
 LW0664'AT FORT GREENE, 0.4 MILE NORTHWEST OF THE POINT JUDITH LIGHTHOUSE,
 LW0664'42.7 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CENTER ONE
 LW0664'OF THREE FIRE-CONTROL BUILDINGS, AND 28.4 FEET SOUTH-SOUTHEAST
 LW0664'OF THE SOUTHWEST CORNER.  A STANDARD DISK, SET IN THE TOP OF A
 LW0664'CONCRETE POST FLUSH WITH THE GROUND.
 LW0664
 LW0664                          STATION RECOVERY (1954)
 LW0664
 LW0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0664'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE,
 LW0664'EXCEPT THAT THE AREA IS NO LONGER A MILITARY RESERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0254 ***********************************************************************
 LW0254  DESIGNATION -  RESERVOIR
 LW0254  PID         -  LW0254
 LW0254  STATE/COUNTY-  RI/NEWPORT
 LW0254  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0254
 LW0254                         *CURRENT SURVEY CONTROL
 LW0254  ___________________________________________________________________
 LW0254* NAD 83(1996)-  41 33 46.94635(N)    071 17 05.31903(W)     ADJUSTED  
 LW0254* NAVD 88     -        60.965  (meters)     200.02   (feet)  ADJUSTED  
 LW0254  ___________________________________________________________________
 LW0254  X           -   1,533,524.677 (meters)                     COMP
 LW0254  Y           -  -4,526,651.650 (meters)                     COMP
 LW0254  Z           -   4,209,434.183 (meters)                     COMP
 LW0254  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 LW0254  ELLIP HEIGHT-          31.08  (meters)          (06/13/02) GPS OBS
 LW0254  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW0254  DYNAMIC HT  -          60.945 (meters)     199.95  (feet)  COMP
 LW0254  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 LW0254
 LW0254  HORZ ORDER  -  FIRST
 LW0254  VERT ORDER  -  SECOND    CLASS 0
 LW0254  ELLP ORDER  -  FOURTH    CLASS II
 LW0254
 LW0254.The horizontal coordinates were established by classical geodetic methods
 LW0254.and adjusted by the National Geodetic Survey in August 1998..
 LW0254
 LW0254.The orthometric height was determined by differential leveling
 LW0254.and adjusted by the National Geodetic Survey in April 1995..
 LW0254
 LW0254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW0254
 LW0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0254
 LW0254.The ellipsoidal height was determined by GPS observations
 LW0254.and is referenced to NAD 83.
 LW0254
 LW0254.The geoid height was determined by GEOID03.
 LW0254
 LW0254.The dynamic height is computed by dividing the NAVD 88
 LW0254.geopotential number by the normal gravity value computed on the
 LW0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0254.degrees latitude (g = 980.6199 gals.).
 LW0254
 LW0254.The modeled gravity was interpolated from observed gravity values.
 LW0254
 LW0254;                    North         East     Units Scale Factor Converg.
 LW0254;SPC RI       -    53,298.402   117,949.928   MT  0.99999771   +0 08 34.0
 LW0254;SPC RI       -   174,863.17    386,974.06   sFT  0.99999771   +0 08 34.0
 LW0254;UTM  19      - 4,603,783.906   309,482.266   MT  1.00004670   -1 30 58.7
 LW0254
 LW0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0254!SPC RI       -   0.99999513  x   0.99999771  =   0.99999284
 LW0254!UTM  19      -   0.99999513  x   1.00004670  =   1.00004182
 LW0254
 LW0254:                Primary Azimuth Mark                     Grid Az
 LW0254:SPC RI       -  MELVILLE RAYTHEON MFG CO TANK            012 40 11.3
 LW0254:UTM  19      -  MELVILLE RAYTHEON MFG CO TANK            014 19 44.0
 LW0254
 LW0254|---------------------------------------------------------------------|
 LW0254| PID    Reference Object                     Distance      Geod. Az  |
 LW0254|                                                           dddmmss.s |
 LW0254| LW2428 MELVILLE RAYTHEON MFG CO TANK       APPROX. 1.3 KM 0124845.3 |
 LW0254| LW2422 PORTSMOUTH MELVILLE NAVY TANK       APPROX. 2.4 KM 0301938.6 |
 LW0254| LW2416 PORTSMOUTH CHECKERED STANDPIPE      APPROX. 3.5 KM 0472441.5 |
 LW0254| LW2383 S PORTSMOUTH NEWPORT STANDPIPE      APPROX. 2.9 KM 1481441.7 |
 LW0254| LW0253 RESERVOIR RM 1                        6.346 METERS 17137     |
 LW0254| LW0255 RESERVOIR RM 2                       11.035 METERS 27716     |
 LW0254|---------------------------------------------------------------------|
 LW0254
 LW0254                          SUPERSEDED SURVEY CONTROL
 LW0254
 LW0254  ELLIP H (08/17/98)   31.06   (m)                       GP(       ) 4 1
 LW0254  NAD 83(1996)-  41 33 46.94603(N)    071 17 05.31865(W) AD(       ) 1
 LW0254  NAD 83(1992)-  41 33 46.94474(N)    071 17 05.31826(W) AD(       ) 1
 LW0254  ELLIP H (01/17/96)   31.02   (m)                       GP(       ) 4 2
 LW0254  NAD 83(1992)-  41 33 46.94424(N)    071 17 05.31791(W) AD(       ) 1
 LW0254  NAD 83(1986)-  41 33 46.94443(N)    071 17 05.31593(W) AD(       ) 1
 LW0254  NAD 27      -  41 33 46.57503(N)    071 17 07.13342(W) AD(       ) 1
 LW0254  NAVD 88 (06/15/91)   60.962  (m)          200.01   (f) UNKNOWN     2 0
 LW0254  NGVD 29 (??/??/92)   61.226  (m)          200.87   (f) ADJ UNCH    2 0
 LW0254
 LW0254.Superseded values are not recommended for survey control.
 LW0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0254.See file dsdata.txt to determine how the superseded data were derived.
 LW0254
 LW0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0948203784(NAD 83)
 LW0254_MARKER: DS = TRIANGULATION STATION DISK
 LW0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0254_SP_SET: CONCRETE POST
 LW0254_STAMPING: RESERVOIR 1968
 LW0254_MARK LOGO: CGS   
 LW0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0254+STABILITY: SURFACE MOTION
 LW0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0254+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 LW0254
 LW0254  HISTORY     - Date     Condition        Report By
 LW0254  HISTORY     - 1968     MONUMENTED       CGS
 LW0254  HISTORY     - 1969     GOOD             NGS
 LW0254  HISTORY     - 19880608 GOOD             NGS
 LW0254  HISTORY     - 19890601 GOOD             RIGS
 LW0254  HISTORY     - 20051116 GOOD             USPSQD
 LW0254
 LW0254                          STATION DESCRIPTION
 LW0254
 LW0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0254'THE STATION IS LOCATED ON AND NEAR THE SOUTH CORNER OF THE NEWPORT
 LW0254'WATER SUPPLY RESERVOIR, ABOUT 5 MILES NORTH OF NEWPORT, 3 MILES
 LW0254'SOUTHWEST OF PORTSMOUTH AND ON CITY PROPERTY.
 LW0254'
 LW0254'TO REACH FROM THE CITY HALL IN PORTSMOUTH, GO SOUTH ON STATE
 LW0254'HIGHWAY 138 FOR 2.3 MILES TO UNION STREET ON THE RIGHT.  TURN
 LW0254'RIGHT AND GO WESTERLY ON UNION STREET FOR 1.8 MILES TO STATE
 LW0254'HIGHWAY 114.  TURN RIGHT AND GO NORTH ON HIGHWAY 114 FOR 0.2
 LW0254'MILE TO A GRAVELED DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 LW0254'NORTHEAST ON THE GRAVELED DRIVEWAY FOR 0.1 MILE TO THE END OF
 LW0254'THE DRIVEWAY AT THE SOUTH END OF THE RESERVOIR AND THE STATION
 LW0254'AS DESCRIBED.
 LW0254'
 LW0254'THE SURFACE STATION MARK, A STANDARD DISK STAMPED RESERVOIR 1968,
 LW0254'SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LW0254'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED RESERVOIR
 LW0254'1968, SET IN A DRILL HOLE IN THE CONCRETE TOP OF THE RESERVOIR
 LW0254'WHICH IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 25 FEET NORTH
 LW0254'OF THE SOUTH CORNER OF THE RESERVOIR, 13.5 FEET NORTHWEST OF THE
 LW0254'NORTHWEST CORNER OF A 4 X 4 FOOT CONCRETE VENT WHICH IS 4 FEET
 LW0254'HIGH AND 179 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LW0254'RESERVOIR PUMP HOUSE.
 LW0254'
 LW0254'R.M. 1, A STANDARD DISK SET IN A ROUND CONCRETE MONUMENT WHICH IS
 LW0254'FLUSH WITH THE GROUND SURFACE AND STAMPED RESERVOIR NO 1 1968.  IT
 LW0254'IS 8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE VENT AND 194
 LW0254'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PUMP HOUSE.
 LW0254'
 LW0254'R.M. 2, A STANDARD DISK STAMPED RESERVOIR NO 2 1968, IS SET IN
 LW0254'A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 LW0254'46 FEET WEST OF THE NORTHWEST CORNER OF THE CONCRETE VENT AND 198.5
 LW0254'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PUMP HOUSE.
 LW0254'
 LW0254'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW0254
 LW0254                          STATION RECOVERY (1969)
 LW0254
 LW0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0254'5 MI N FROM NEWPORT.
 LW0254'ABOUT 4.85 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0254'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, THENCE 0.1 MILE
 LW0254'NORTHEAST ALONG A GRAVELED DRIVEWAY, 0.2 MILE NORTH ALONG STATE
 LW0254'HIGHWAY 114 FROM THE JUNCTION OF UNION STREET, THENCE 0.1 MILE
 LW0254'NORTHEAST ALONG DRIVEWAY, ON THE TOP OF AND AT THE SOUTH CORNER
 LW0254'OF THE NEWPORT WATER SUPPLY 20 FOOT HIGH CONCRETE RESERVOIR, 179
 LW0254'FEET SOUTHWEST OF THE WEST CORNER OF THE PUMPING STATION, 13.5
 LW0254'FEET NORTHWEST OF THE NORTH CORNER OF A 4-BY-4-FOOT VENTILATOR
 LW0254'WHICH IS 4 FEET HIGH AND IS AT THE SOUTH CORNER OF THE RESERVOIR,
 LW0254'20 FEET ABOVE THE LEVEL OF THE DRIVEWAY AND SET IN THE TOP OF A
 LW0254'CONCRETE POST FLUSH.  NOTE-- THE TRIANGULATION DESCRIPTION STATES
 LW0254'THAT THE POST WHICH THE MARK IS SET IN IS ONLY 14 INCHES LONG
 LW0254'AND RESTING ON THE CONCRETE WALL OF THE RESERVOIR.
 LW0254
 LW0254                          STATION RECOVERY (1988)
 LW0254
 LW0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LW0254'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 LW0254'FOLLOWS.
 LW0254'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTH OF NEWPORT, 4.8 KM
 LW0254'(3.00 MI) SOUTHWEST OF PORTSMOUTH,ON TOP OF AND NEAR THE SOUTH CORNER
 LW0254'OF THE EARTH COVERED NEWPORT WATER SUPPLY RESERVOIR.
 LW0254'OWNERSHIP--CITY OF NEWPORT, C/O FOREMAN STEVE SANFLIPPO.  PHONE 401
 LW0254'847-4621.
 LW0254'TO REACH THE STATION FROM THE CITY HALL IN PORTSMOUTH, GO SOUTH FOR
 LW0254'3.6 KM (2.25 MI) ON STATE HIGHWAY 138 TO UNION STREET ON THE RIGHT.
 LW0254'TURN RIGHT AND GO WEST FOR 2.8 KM (1.75 MI) ON UNION STREET TO STATE
 LW0254'HIGHWAY 114.  TURN RIGHT AND GO NORTH FOR 0.7 KM (0.45 MI) ON HIGHWAY
 LW0254'114 TOA PAVED ROAD ON THE RIGHT LEADING TO THE NEWPORT WATER WORKS
 LW0254'MAINTENANCE BUILDING.  TURN RIGHT AND GO EAST FOR 0.1 KM (0.05 MI) ON
 LW0254'THE PAVED DRIVE TO A FORK.  BEAR RIGHT AND GO SOUTH FOR 0.3 KM
 LW0254'(0.20 MI) ON THE DRIVE WINDING AROUND THE MAINTENANCE BUILDINGS TO THE
 LW0254'STATION ON THE RIGHT ON TOP OF THE GRASS COVERED TANK.
 LW0254'THE STATION IS A STANDARD CGS DISK SET INTO THE TOP OF A ROUND CRETE
 LW0254'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 54.4 M
 LW0254'(178.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE RESERVOIR PUMP
 LW0254'HOUSE, 7.6 M (24.9 FT) NORTH FROM THE SOUTH CORNER OF THE RESERVOIR,
 LW0254'AND 4.1 M (13.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A 1.2 BY
 LW0254'1.2 METER TALL SQUARE CONCRETE VENT.
 LW0254'THE UNDERGROUND MARK IS A STANDARD CGS DISK SET INTO A DRILL HOLE IN
 LW0254'THE CONCRETE TOP OF THE RESERVOIR AND IS 0.36 METER BELOW THE GROUND.
 LW0254'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 LW0254
 LW0254                          STATION RECOVERY (1989)
 LW0254
 LW0254'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW0254'RECOVERED IN GOOD CONDITION.
 LW0254
 LW0254                          STATION RECOVERY (2005)
 LW0254
 LW0254'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0253 ***********************************************************************
 LW0253  DESIGNATION -  RESERVOIR RM 1
 LW0253  PID         -  LW0253
 LW0253  STATE/COUNTY-  RI/NEWPORT
 LW0253  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0253
 LW0253                         *CURRENT SURVEY CONTROL
 LW0253  ___________________________________________________________________
 LW0253* NAD 83(1986)-  41 33 46.     (N)    071 17 05.     (W)     SCALED    
 LW0253* NAVD 88     -        60.881  (meters)     199.74   (feet)  ADJUSTED  
 LW0253  ___________________________________________________________________
 LW0253  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW0253  DYNAMIC HT  -          60.861 (meters)     199.67  (feet)  COMP
 LW0253  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 LW0253
 LW0253  VERT ORDER  -  SECOND    CLASS 0
 LW0253
 LW0253.The horizontal coordinates were scaled from a topographic map and have
 LW0253.an estimated accuracy of +/- 6 seconds.
 LW0253
 LW0253.The orthometric height was determined by differential leveling
 LW0253.and adjusted by the National Geodetic Survey in June 1991..
 LW0253
 LW0253.The geoid height was determined by GEOID03.
 LW0253
 LW0253.The dynamic height is computed by dividing the NAVD 88
 LW0253.geopotential number by the normal gravity value computed on the
 LW0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0253.degrees latitude (g = 980.6199 gals.).
 LW0253
 LW0253.The modeled gravity was interpolated from observed gravity values.
 LW0253
 LW0253;                    North         East    Units  Estimated Accuracy
 LW0253;SPC RI       -    53,270.      117,960.      MT  (+/- 180 meters Scaled)
 LW0253
 LW0253                          SUPERSEDED SURVEY CONTROL
 LW0253
 LW0253  NGVD 29 (??/??/92)   61.145  (m)          200.61   (f) ADJ UNCH    2 0
 LW0253
 LW0253.Superseded values are not recommended for survey control.
 LW0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0253.See file dsdata.txt to determine how the superseded data were derived.
 LW0253
 LW0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG094037(NAD 83)
 LW0253_MARKER: DR = REFERENCE MARK DISK
 LW0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0253_SP_SET: CONCRETE POST
 LW0253_STAMPING: RESERVOIR NO 1 1968
 LW0253_MARK LOGO: CGS   
 LW0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0253+STABILITY: SURFACE MOTION
 LW0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0253+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 LW0253
 LW0253  HISTORY     - Date     Condition        Report By
 LW0253  HISTORY     - 1968     MONUMENTED       CGS
 LW0253  HISTORY     - 1969     GOOD             NGS
 LW0253  HISTORY     - 19870701 GOOD             RIGS
 LW0253  HISTORY     - 20051116 GOOD             USPSQD
 LW0253
 LW0253                          STATION DESCRIPTION
 LW0253
 LW0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0253'5 MI N FROM NEWPORT.
 LW0253'ABOUT 4.85 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0253'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, THENCE 0.1 MILE
 LW0253'NORTHEAST ALONG A GRAVELED DRIVEWAY, 20.8 FEET SOUTH OF THE
 LW0253'STATION MARK DESCRIBED, 194 FEET SOUTHWEST OF THE WEST CORNER
 LW0253'OF THE BRICK PUMPING STATION, 8 FEET SOUTHWEST OF THE WEST
 LW0253'CORNER OF A VENTILATOR, 46.3 FEET SOUTHEAST OF RM 2 DESCRIBED,
 LW0253'20 FEET ABOVE THE LEVEL OF THE GRAVELED DRIVEWAY AND SET IN THE
 LW0253'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0253
 LW0253                          STATION RECOVERY (1987)
 LW0253
 LW0253'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0253'RECOVERED IN GOOD CONDITION.
 LW0253
 LW0253                          STATION RECOVERY (2005)
 LW0253
 LW0253'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0255 ***********************************************************************
 LW0255  DESIGNATION -  RESERVOIR RM 2
 LW0255  PID         -  LW0255
 LW0255  STATE/COUNTY-  RI/NEWPORT
 LW0255  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0255
 LW0255                         *CURRENT SURVEY CONTROL
 LW0255  ___________________________________________________________________
 LW0255* NAD 83(1996)-  41 33 46.99156(N)    071 17 05.79147(W)     ADJUSTED  
 LW0255* NAVD 88     -        60.878  (meters)     199.73   (feet)  ADJUSTED  
 LW0255  ___________________________________________________________________
 LW0255  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 LW0255  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW0255  DYNAMIC HT  -          60.858 (meters)     199.66  (feet)  COMP
 LW0255  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 LW0255
 LW0255  HORZ ORDER  -  SECOND
 LW0255  VERT ORDER  -  SECOND    CLASS 0
 LW0255
 LW0255.The horizontal coordinates were established by classical geodetic methods
 LW0255.and adjusted by the National Geodetic Survey in August 1998..
 LW0255
 LW0255.The orthometric height was determined by differential leveling
 LW0255.and adjusted by the National Geodetic Survey in June 1991..
 LW0255
 LW0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0255
 LW0255.The geoid height was determined by GEOID03.
 LW0255
 LW0255.The dynamic height is computed by dividing the NAVD 88
 LW0255.geopotential number by the normal gravity value computed on the
 LW0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0255.degrees latitude (g = 980.6199 gals.).
 LW0255
 LW0255.The modeled gravity was interpolated from observed gravity values.
 LW0255
 LW0255;                    North         East     Units Scale Factor Converg.
 LW0255;SPC RI       -    53,299.770   117,938.978   MT  0.99999771   +0 08 33.6
 LW0255;SPC RI       -   174,867.66    386,938.13   sFT  0.99999771   +0 08 33.6
 LW0255;UTM  19      - 4,603,785.590   309,471.360   MT  1.00004675   -1 30 59.0
 LW0255
 LW0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0255!SPC RI       -   0.99999513  x   0.99999771  =   0.99999284
 LW0255!UTM  19      -   0.99999513  x   1.00004675  =   1.00004188
 LW0255
 LW0255                          SUPERSEDED SURVEY CONTROL
 LW0255
 LW0255  NAD 83(1996)-  41 33 46.99123(N)    071 17 05.79112(W) AD(       ) 2
 LW0255  NAD 83(1992)-  41 33 46.98994(N)    071 17 05.79070(W) AD(       ) 2
 LW0255  NAD 83(1992)-  41 33 46.98944(N)    071 17 05.79034(W) AD(       ) 2
 LW0255  NAD 83(1986)-  41 33 46.98964(N)    071 17 05.78846(W) AD(       ) 2
 LW0255  NGVD 29 (??/??/92)   61.142  (m)          200.60   (f) ADJ UNCH    2 0
 LW0255
 LW0255.Superseded values are not recommended for survey control.
 LW0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0255.See file dsdata.txt to determine how the superseded data were derived.
 LW0255
 LW0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0947103786(NAD 83)
 LW0255_MARKER: DR = REFERENCE MARK DISK
 LW0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0255_SP_SET: CONCRETE POST
 LW0255_STAMPING: RESERVOIR NO 2 1968
 LW0255_MARK LOGO: CGS   
 LW0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0255+STABILITY: SURFACE MOTION
 LW0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0255+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 LW0255
 LW0255  HISTORY     - Date     Condition        Report By
 LW0255  HISTORY     - 1968     MONUMENTED       CGS
 LW0255  HISTORY     - 1969     GOOD             NGS
 LW0255  HISTORY     - 19890707 GOOD             RIGS
 LW0255  HISTORY     - 20051116 GOOD             USPSQD
 LW0255
 LW0255                          STATION DESCRIPTION
 LW0255
 LW0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0255'5 MI N FROM NEWPORT.
 LW0255'ABOUT 4.85 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0255'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, THENCE 0.1 MILE
 LW0255'NORTHEAST ALONG A GRAVELED DRIVEWAY, 36.2 FEET WEST OF THE STATION
 LW0255'MARK DESCRIBED, 198.5 FEET WEST-SOUTHWEST OF THE WEST CORNER
 LW0255'OF THE BRICK PUMPING STATION HOUSE, 46 FEET NORTHWEST OF THE WEST
 LW0255'CORNER OF A VENTILATOR, 46.3 FEET NORTHWEST OF RM 1 DESCRIBED,
 LW0255'20 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 LW0255'CONCRETE POST FLUSH WITH THE GROUND.
 LW0255
 LW0255                          STATION RECOVERY (1989)
 LW0255
 LW0255'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW0255'RECOVERED IN GOOD CONDITION.
 LW0255
 LW0255                          STATION RECOVERY (2005)
 LW0255
 LW0255'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2507 ***********************************************************************
 LW2507  DESIGNATION -  REYNOLDS 1868
 LW2507  PID         -  LW2507
 LW2507  STATE/COUNTY-  RI/WASHINGTON
 LW2507  USGS QUAD   -  WICKFORD (1995)
 LW2507
 LW2507                         *CURRENT SURVEY CONTROL
 LW2507  ___________________________________________________________________
 LW2507* NAD 83(1996)-  41 33 45.39204(N)    071 26 50.39143(W)     ADJUSTED  
 LW2507* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 LW2507  ___________________________________________________________________
 LW2507  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 LW2507  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW2507
 LW2507  HORZ ORDER  -  THIRD
 LW2507
 LW2507.The horizontal coordinates were established by classical geodetic methods
 LW2507.and adjusted by the National Geodetic Survey in August 1998..
 LW2507
 LW2507.The orthometric height was scaled from a topographic map.
 LW2507
 LW2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2507
 LW2507.The geoid height was determined by GEOID03.
 LW2507
 LW2507;                    North         East     Units Scale Factor Converg.
 LW2507;SPC RI       -    53,229.427   104,393.398   MT  0.99999399   +0 02 05.8
 LW2507;SPC RI       -   174,636.88    342,497.34   sFT  0.99999399   +0 02 05.8
 LW2507;UTM  19      - 4,604,107.487   295,928.287   MT  1.00011252   -1 37 27.2
 LW2507
 LW2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2507!SPC RI       -   1.00000209  x   0.99999399  =   0.99999608
 LW2507!UTM  19      -   1.00000209  x   1.00011252  =   1.00011461
 LW2507
 LW2507:                Primary Azimuth Mark                     Grid Az
 LW2507:SPC RI       -  WICKFORD LIGHTHOUSE OLD TOWER            036 03 15.2
 LW2507:UTM  19      -  WICKFORD LIGHTHOUSE OLD TOWER            037 42 48.2
 LW2507
 LW2507|---------------------------------------------------------------------|
 LW2507| PID    Reference Object                     Distance      Geod. Az  |
 LW2507|                                                           dddmmss.s |
 LW2507| LW2478 WICKFORD LIGHTHOUSE OLD TOWER       APPROX. 1.2 KM 0360521.0 |
 LW2507| LW2514 HAMILTON MILLS CUPOLA               APPROX. 1.7 KM 1511911.4 |
 LW2507| LW2482 VAUGHNS HOUSE CUPOLA                APPROX. 1.8 KM 3145255.3 |
 LW2507|---------------------------------------------------------------------|
 LW2507
 LW2507                          SUPERSEDED SURVEY CONTROL
 LW2507
 LW2507  NAD 83(1996)-  41 33 45.39139(N)    071 26 50.39101(W) AD(       ) 3
 LW2507  NAD 83(1992)-  41 33 45.39054(N)    071 26 50.39063(W) AD(       ) 3
 LW2507  NAD 83(1992)-  41 33 45.38991(N)    071 26 50.39053(W) AD(       ) 3
 LW2507  NAD 83(1986)-  41 33 45.38976(N)    071 26 50.38905(W) AD(       ) 3
 LW2507  NAD 27      -  41 33 44.99600(N)    071 26 52.18500(W) AD(       ) 3
 LW2507
 LW2507.Superseded values are not recommended for survey control.
 LW2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2507.See file dsdata.txt to determine how the superseded data were derived.
 LW2507
 LW2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9592804107(NAD 83)
 LW2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW2507+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW2507
 LW2507  HISTORY     - Date     Condition        Report By
 LW2507  HISTORY     - 1868     MONUMENTED       COASUR
 LW2507  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2507  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2507  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2507  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2507  HISTORY     - 20010807 GOOD             USPSQD
 LW2507
 LW2507                          STATION DESCRIPTION
 LW2507
 LW2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2507'ON THE W SIDE OF NARRAGANSETT BAY, ABOUT 1/2 MILE SE OF
 LW2507'WICKFORD.  THE STATION IS ON A ROCK PROJECTING ABOUT A FOOT ABOVE
 LW2507'THE GROUND, ON LAND BELONGING TO DR. N.D. HARVEY, OF PROVIDENCE,
 LW2507'AND IS NEAR THE FRONT ENTRANCE TO HIS SUMMER RESIDENCE AND ALMOST
 LW2507'ON THE S LINE BETWEEN HIS LAND AND THAT OF T.B.P. BOGERT.  THE
 LW2507'STATION IS MARKED BY A STANDARD BRASS DISK SET IN A HOLE DRILLED
 LW2507'IN THE ROCK.  A REFERENCE DISK, SIMILARLY SET IN A FLAT STONE
 LW2507'ON THE PROPERTY LINE, IS 12.455 METERS (40.863 FEET) FROM THE
 LW2507'STATION.
 LW2507
 LW2507                          STATION RECOVERY (1935)
 LW2507
 LW2507'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2507'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.
 LW2507'
 LW2507'THE STATION IS ABOUT 0.5 MILE S FROM THE CLARENCE L. HUSSEY
 LW2507'MEMORIAL BRIDGE IN WICKFORD MEASURED ALONG THE HIGHWAY (U.S. ROUTE
 LW2507'1).
 LW2507'
 LW2507'THE LAND ON WHICH THE STATION IS LOCATED WAS ONCE A PART OF THE
 LW2507'REYNOLDS FARM, LATER BELONGING TO DR. N.D. HARVEY, AND NOW THE
 LW2507'PROPERTY OF ROLAND B. RESPESS OF PROVIDENCE.
 LW2507
 LW2507                          STATION RECOVERY (1944)
 LW2507
 LW2507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RMB)
 LW2507'STATION AND REFERENCE MARK FOUND IN GOOD CONDITION.  THE STATION
 LW2507'IS SITUATED ON THE PROPERTY OF ROLAND B. RESPEE, ABOUT 8 FEET S
 LW2507'OF THE HEDGE INDICATING THE N PROPERTY LINE, AT THE BASE OF A
 LW2507'LILAC BUSH, AND IS APPROXIMATELY 165 FEET W OF THE W CURB LINE OF
 LW2507'THE HIGHWAY.  THE CORNER OF THE NE PORCH PILLAR IS 21.3 FEET
 LW2507'FROM THE MARK AND THE LINE OF THE PORCH PILLAR EXTENDED ABOUT 10
 LW2507'FEET W OF THE MARK.  A TRAILER PARK, KNOWN AS THE SPINNING
 LW2507'WHEEL, ADJOINS THE RESPEE PROPERTY ON THE N.
 LW2507
 LW2507                          STATION RECOVERY (1956)
 LW2507
 LW2507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2507'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 LW2507'CONDITION.  THE DISTANCE TO THE REFERENCE MARK WAS MEASURED AND
 LW2507'FOUND TO BE CORRECT.  A NEW DESCRIPTION FOLLOWS--
 LW2507'
 LW2507'THE STATION IS LOCATED ABOUT 1/2 MI. S OF THE CLARENCE L. HUSSEY
 LW2507'MEMORIAL BRIDGE IN WICKFORD, ON U.S. HIGHWAY 1, ON THE PROPERTY
 LW2507'OF MRS. E. RESPESS, 21.5 FT. N-NW OF THE NW CORNER OF THE
 LW2507'PORCH, AND 4 FT. W OF THE EDGE OF THE PAVED DRIVEWAY.  IT IS A
 LW2507'STANDARD DISK (NOT STAMPED) AND SET IN THE TOP OF A SMALL
 LW2507'BOULDER PROJECTING ABOUT 6 IN. ABOVE THE GROUND.
 LW2507'
 LW2507'THE REFERENCE MARK IS NE OF THE STATION AND ON THE PROPERTY
 LW2507'LINE OF THE LOT TO THE N.  IT IS A STANDARD DISK (NOT STAMPED)
 LW2507'SET IN THE TOP OF A LARGE ROCK ABOUT 3 FT. IN DIAMETER AND
 LW2507'PROJECTING 10 IN. ABOVE THE GROUND.
 LW2507
 LW2507                          STATION RECOVERY (2001)
 LW2507
 LW2507'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2507'RECOVERED STATION ONLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2631 ***********************************************************************
 LW2631  DESIGNATION -  RHODE ISLAND CORNER
 LW2631  PID         -  LW2631
 LW2631  STATE/COUNTY-  RI/BRISTOL
 LW2631  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2631
 LW2631                         *CURRENT SURVEY CONTROL
 LW2631  ___________________________________________________________________
 LW2631* NAD 83(1996)-  41 46 34.13701(N)    071 19 03.88571(W)     ADJUSTED  
 LW2631* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW2631  ___________________________________________________________________
 LW2631  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 LW2631  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW2631
 LW2631  HORZ ORDER  -  THIRD
 LW2631
 LW2631.The horizontal coordinates were established by classical geodetic methods
 LW2631.and adjusted by the National Geodetic Survey in August 1998..
 LW2631
 LW2631.The orthometric height was scaled from a topographic map.
 LW2631
 LW2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2631
 LW2631.The geoid height was determined by GEOID03.
 LW2631
 LW2631;                    North         East     Units Scale Factor Converg.
 LW2631;SPC RI       -    76,961.243   115,152.594   MT  0.99999657   +0 07 17.1
 LW2631;SPC RI       -   252,497.01    377,796.47   sFT  0.99999657   +0 07 17.1
 LW2631;SPC MA M     -   836,222.608   215,152.551   MT  0.99999183   +0 07 20.7
 LW2631;SPC MA M     - 2,743,507.01    705,879.66   sFT  0.99999183   +0 07 20.7
 LW2631;UTM  19      - 4,627,519.239   307,372.522   MT  1.00005662   -1 32 40.6
 LW2631
 LW2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2631!SPC RI       -   1.00000342  x   0.99999657  =   0.99999999
 LW2631!SPC MA M     -   1.00000342  x   0.99999183  =   0.99999525
 LW2631!UTM  19      -   1.00000342  x   1.00005662  =   1.00006004
 LW2631
 LW2631                          SUPERSEDED SURVEY CONTROL
 LW2631
 LW2631  NAD 83(1996)-  41 46 34.13703(N)    071 19 03.88574(W) AD(       ) 3
 LW2631  NAD 83(1992)-  41 46 34.13534(N)    071 19 03.88474(W) AD(       ) 3
 LW2631  NAD 83(1992)-  41 46 34.13536(N)    071 19 03.88478(W) AD(       ) 3
 LW2631  NAD 83(1986)-  41 46 34.13377(N)    071 19 03.88170(W) AD(       ) 3
 LW2631  NAD 27      -  41 46 33.77000(N)    071 19 05.71000(W) AD(       ) 3
 LW2631
 LW2631.Superseded values are not recommended for survey control.
 LW2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2631.See file dsdata.txt to determine how the superseded data were derived.
 LW2631
 LW2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0737327519(NAD 83)
 LW2631
 LW2631  HISTORY     - Date     Condition        Report By
 LW2631  HISTORY     - UNK      MONUMENTED
 LW2631  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2631
 LW2631                          STATION DESCRIPTION
 LW2631
 LW2631'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2631'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION FOLLOWS--
 LW2631'
 LW2631'STATION IS LOCATED IN A CULTIVATED FIELD ABOUT 4300 FT. S OF
 LW2631'SOUTH SEEKONK, ABOUT 400 FT. SW OF THE CENTERLINE OF GEORGE STREET,
 LW2631'ABOUT 350 FT. NW OF THE NW CORNER OF A RED PUMPHOUSE, 146 FT. SW
 LW2631'OF A TRANSMISSION LINE AND 68 FT. NE OF A FIELD ROAD.  IT IS A
 LW2631'12-IN. SQUARE GRANITE POST WHICH PROJECTS 4.2 FT. ABOVE THE
 LW2631'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1886 ***********************************************************************
 LW1886  DESIGNATION -  RI 001
 LW1886  PID         -  LW1886
 LW1886  STATE/COUNTY-  RI/WASHINGTON
 LW1886  USGS QUAD   -  HOPE VALLEY (1975)
 LW1886
 LW1886                         *CURRENT SURVEY CONTROL
 LW1886  ___________________________________________________________________
 LW1886* NAD 83(1996)-  41 33 12.30569(N)    071 40 14.81064(W)     ADJUSTED  
 LW1886* NAVD 88     -       127.068  (meters)     416.89   (feet)  ADJUSTED  
 LW1886  ___________________________________________________________________
 LW1886  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 LW1886  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LW1886  DYNAMIC HT  -         127.023 (meters)     416.74  (feet)  COMP
 LW1886  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 LW1886
 LW1886  HORZ ORDER  -  SECOND
 LW1886  VERT ORDER  -  SECOND    CLASS II
 LW1886
 LW1886.The horizontal coordinates were established by classical geodetic methods
 LW1886.and adjusted by the National Geodetic Survey in August 1998..
 LW1886
 LW1886.The orthometric height was determined by differential leveling
 LW1886.and adjusted by the National Geodetic Survey in June 1991..
 LW1886
 LW1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1886
 LW1886.The geoid height was determined by GEOID03.
 LW1886
 LW1886.The dynamic height is computed by dividing the NAVD 88
 LW1886.geopotential number by the normal gravity value computed on the
 LW1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1886.degrees latitude (g = 980.6199 gals.).
 LW1886
 LW1886.The modeled gravity was interpolated from observed gravity values.
 LW1886
 LW1886;                    North         East     Units Scale Factor Converg.
 LW1886;SPC RI       -    52,221.421    85,752.273   MT  0.99999625   -0 06 47.8
 LW1886;SPC RI       -   171,329.78    281,338.92   sFT  0.99999625   -0 06 47.8
 LW1886;UTM  19      - 4,603,639.533   277,262.687   MT  1.00021057   -1 46 20.3
 LW1886
 LW1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1886!SPC RI       -   0.99998482  x   0.99999625  =   0.99998107
 LW1886!UTM  19      -   0.99998482  x   1.00021057  =   1.00019538
 LW1886
 LW1886                          SUPERSEDED SURVEY CONTROL
 LW1886
 LW1886  NAD 83(1992)-  41 33 12.30439(N)    071 40 14.80988(W) AD(       ) 2
 LW1886  NAD 83(1986)-  41 33 12.30355(N)    071 40 14.80930(W) AD(       ) 2
 LW1886  NGVD 29 (12/08/88)  127.33   (m)          417.7    (f) LEVELING    3  
 LW1886
 LW1886.Superseded values are not recommended for survey control.
 LW1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1886.See file dsdata.txt to determine how the superseded data were derived.
 LW1886
 LW1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7726303640(NAD 83)
 LW1886_MARKER: DD = SURVEY DISK
 LW1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1886_SP_SET: CONCRETE POST
 LW1886_STAMPING: RI 001 1984
 LW1886_MARK LOGO: RIGS  
 LW1886_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1886+STABILITY: SURFACE MOTION
 LW1886
 LW1886  HISTORY     - Date     Condition        Report By
 LW1886  HISTORY     - 1984     MONUMENTED       RIGS
 LW1886  HISTORY     - 1984     GOOD             RIGS
 LW1886  HISTORY     - 19871101 GOOD             RIGS
 LW1886  HISTORY     - 20011017 GOOD             USPSQD
 LW1886
 LW1886                          STATION DESCRIPTION
 LW1886
 LW1886'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1886'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHEAST OF HOPE
 LW1886'VALLEY, SOUTHWEST OF A HIGHWAY REST AREA AND ON THE SOUTHEAST
 LW1886'SHOULDER OF THE NORTHBOUND LANE OF INTERSTATE HIGHWAY 95.
 LW1886'
 LW1886'TO REACH THE STATION FORM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1886'HIGHWAY 138 ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE VALLEY, GO
 LW1886'NORTHEAST ON INTERSTATE 95 FOR 5.1 KM (3.15 MI) TO THE STATION ON
 LW1886'THE RIGHT.
 LW1886'
 LW1886'THE STATION IS A STANDARD NGS DISK
 LW1886'STAMPED---RI 001 RIGS 1984---,
 LW1886'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1886'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 LW1886'59.0 METERS (193.5 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF A
 LW1886'METAL STORM DRAIN,
 LW1886'32.5 METERS (106.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 LW1886'STORM DRAIN,
 LW1886'12.0 METERS (39.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 LW1886'NORTHBOUND LANE OF I-95,
 LW1886'2.2 METERS (7.2 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW1886'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LW1886'STAMPED---RI 001 RIGS 1984---,
 LW1886'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1886
 LW1886                          STATION RECOVERY (1984)
 LW1886
 LW1886'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1886'6.4 KM (4.0 MI) NE FROM HOPE VALLEY.
 LW1886'TO REACH THE STATION FORM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1886'HIGHWAY 138 ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE VALLEY, GO
 LW1886'NORTHEAST ON INTERSTATE 95 FOR 5.1 KM (3.15 MI) TO THE STATION ON THE
 LW1886'RIGHT.  THE STATION IS LOCATED SOUTHWEST OF A HIGHWAY REST AREA AND
 LW1886'ON THE SOUTHEAST SHOULDER OF THE NORTHBOUND LANE OF INTERSTATE
 LW1886'HIGHWAY 95.  THE STATION IS A STANDARD NGS DISK SET INTO THE TOP OF A
 LW1886'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.
 LW1886'LOCATED 59.0 METERS (193.5 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF
 LW1886'A METAL STORM DRAIN, 32.5 METERS (106.5 FT) SOUTHWEST FROM THE
 LW1886'SOUTHWEST CORNER OF A STORM DRAIN, 12.0 METERS (39.5 FT) SOUTHEAST
 LW1886'FROM THE CENTERLINE OF THE NORTHBOUND LANE OF I-95, 2.2 METERS (7.2
 LW1886'FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW1886
 LW1886                          STATION RECOVERY (1987)
 LW1886
 LW1886'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1886'RECOVERED IN GOOD CONDITION.
 LW1886
 LW1886                          STATION RECOVERY (2001)
 LW1886
 LW1886'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1887 ***********************************************************************
 LW1887  DESIGNATION -  RI 002
 LW1887  PID         -  LW1887
 LW1887  STATE/COUNTY-  RI/WASHINGTON
 LW1887  USGS QUAD   -  HOPE VALLEY (1975)
 LW1887
 LW1887                         *CURRENT SURVEY CONTROL
 LW1887  ___________________________________________________________________
 LW1887* NAD 83(1996)-  41 32 55.59415(N)    071 40 26.11695(W)     ADJUSTED  
 LW1887* NAVD 88     -       109.713  (meters)     359.95   (feet)  ADJUSTED  
 LW1887  ___________________________________________________________________
 LW1887  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 LW1887  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LW1887  DYNAMIC HT  -         109.674 (meters)     359.82  (feet)  COMP
 LW1887  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 LW1887
 LW1887  HORZ ORDER  -  SECOND
 LW1887  VERT ORDER  -  SECOND    CLASS II
 LW1887
 LW1887.The horizontal coordinates were established by classical geodetic methods
 LW1887.and adjusted by the National Geodetic Survey in August 1998..
 LW1887
 LW1887.The orthometric height was determined by differential leveling
 LW1887.and adjusted by the National Geodetic Survey in June 1991..
 LW1887
 LW1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1887
 LW1887.The geoid height was determined by GEOID03.
 LW1887
 LW1887.The dynamic height is computed by dividing the NAVD 88
 LW1887.geopotential number by the normal gravity value computed on the
 LW1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1887.degrees latitude (g = 980.6199 gals.).
 LW1887
 LW1887.The modeled gravity was interpolated from observed gravity values.
 LW1887
 LW1887;                    North         East     Units Scale Factor Converg.
 LW1887;SPC RI       -    51,706.374    85,489.221   MT  0.99999634   -0 06 55.3
 LW1887;SPC RI       -   169,640.00    280,475.89   sFT  0.99999634   -0 06 55.3
 LW1887;UTM  19      - 4,603,132.208   276,984.774   MT  1.00021210   -1 46 27.2
 LW1887
 LW1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1887!SPC RI       -   0.99998754  x   0.99999634  =   0.99998388
 LW1887!UTM  19      -   0.99998754  x   1.00021210  =   1.00019964
 LW1887
 LW1887                          SUPERSEDED SURVEY CONTROL
 LW1887
 LW1887  NAD 83(1992)-  41 32 55.59285(N)    071 40 26.11617(W) AD(       ) 2
 LW1887  NAD 83(1986)-  41 32 55.59196(N)    071 40 26.11558(W) AD(       ) 2
 LW1887  NGVD 29 (12/08/88)  109.97   (m)          360.8    (f) LEVELING    3  
 LW1887
 LW1887.Superseded values are not recommended for survey control.
 LW1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1887.See file dsdata.txt to determine how the superseded data were derived.
 LW1887
 LW1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7698503132(NAD 83)
 LW1887_MARKER: DS = TRIANGULATION STATION DISK
 LW1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1887_SP_SET: CONCRETE POST
 LW1887_STAMPING: RI 002 RIGS 1984
 LW1887_MARK LOGO: RIGS  
 LW1887_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1887+STABILITY: SURFACE MOTION
 LW1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1887+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 LW1887
 LW1887  HISTORY     - Date     Condition        Report By
 LW1887  HISTORY     - 1984     MONUMENTED       RIGS
 LW1887  HISTORY     - 1984     GOOD             RIGS
 LW1887  HISTORY     - 20020706 MARK NOT FOUND   USPS
 LW1887  HISTORY     - 20030612 GOOD             INDIV
 LW1887
 LW1887                          STATION DESCRIPTION
 LW1887
 LW1887'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1887'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTHEAST OF HOPE
 LW1887'VALLEY, SOUTHWEST OF A HIGHWAY REST AREA, AND IN THE MEDIAN
 LW1887'OF INTERSTATE HIGHWAY 95.
 LW1887'
 LW1887'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1887'HIGHWAY 138, ABOUT 1.6 KM (1.0 MI) NORTHWEST OF HOPE VALLEY, GO
 LW1887'NORTHEAST ON INTERSTATE 95 FOR 4.4 KM (2.75 MI) TO THE STATION ON
 LW1887'THE LEFT.
 LW1887'
 LW1887'THE STATION IS A STANDARD NGS DISK
 LW1887'STAMPED---RI 002 RIGS 1984---,
 LW1887'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1887'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1887'108.8 METERS (357.0 FT) SOUTHWEST FROM A EMERGENCY CALL BOX 0042,
 LW1887'58.2 METERS (191.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 LW1887'METAL STORM DRAIN,
 LW1887'21.9 METERS (72.0 FT) NORTHWEST FROM THE NORTHEAST CORNER OF A
 LW1887'METAL STORM DRAIN,
 LW1887'12.8 METERS (42.0 FT) NORTHWEST FROM THE CENTERLINE OF THE
 LW1887'NORTHBOUND LANE OF I-95,
 LW1887'2.1 METERS (7.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 LW1887'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LW1887'STAMPED---RI 002 RIGS 1984---,
 LW1887'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1887
 LW1887                          STATION RECOVERY (1984)
 LW1887
 LW1887'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1887'5.6 KM (3.5 MI) NE FROM HOPE VALLEY.
 LW1887'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1887'HIGHWAY 138, ABOUT 1.6 KM (1.0 MI) NORTHWEST OF HOPE VALLEY, GO
 LW1887'NORTHEAST ON INTERSTATE 95 FOR 4.4 KM (2.75 MI) TO THE STATION ON THE
 LW1887'LEFT.  THE STATION IS LOCATED SOUTHWEST OF A HIGHWAY REST AREA, AND
 LW1887'IN THE MEDIAN OF INTERSTATE HIGHWAY 95.  THE STATION IS A STANDARD
 LW1887'NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LW1887'DIAMETER FLUSH WITH GROUND.  LOCATED 108.8 METERS (357.0 FT)
 LW1887'SOUTHWEST FROM A EMERGENCY CALL BOX 0042, 58.2 METERS (191.0 FT)
 LW1887'NORTHEAST FROM THE NORTHEAST CORNER OF A METAL STORM DRAIN, 21.9
 LW1887'METERS (72.0 FT) NORTHWEST FROM THE NORTHEAST CORNER OF A METAL STORM
 LW1887'DRAIN, 12.8 METERS (42.0 FT) NORTHWEST FROM THE CENTERLINE OF THE
 LW1887'NORTHBOUND LANE OF I-95, 2.1 METERS (7.0 FT) SOUTHEAST OF A
 LW1887'FIBERGLASS WITNESS POST.
 LW1887
 LW1887                          STATION RECOVERY (2002)
 LW1887
 LW1887'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1887'MARK NOT FOUND.
 LW1887
 LW1887                          STATION RECOVERY (2003)
 LW1887
 LW1887'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW1887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1888 ***********************************************************************
 LW1888  DESIGNATION -  RI 003
 LW1888  PID         -  LW1888
 LW1888  STATE/COUNTY-  RI/WASHINGTON
 LW1888  USGS QUAD   -  HOPE VALLEY (1975)
 LW1888
 LW1888                         *CURRENT SURVEY CONTROL
 LW1888  ___________________________________________________________________
 LW1888* NAD 83(1996)-  41 32 17.26838(N)    071 40 43.89510(W)     ADJUSTED  
 LW1888* NAVD 88     -        88.813  (meters)     291.38   (feet)  ADJUSTED  
 LW1888  ___________________________________________________________________
 LW1888  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 LW1888  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW1888  DYNAMIC HT  -          88.781 (meters)     291.28  (feet)  COMP
 LW1888  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 LW1888
 LW1888  HORZ ORDER  -  SECOND
 LW1888  VERT ORDER  -  SECOND    CLASS II
 LW1888
 LW1888.The horizontal coordinates were established by classical geodetic methods
 LW1888.and adjusted by the National Geodetic Survey in August 1998..
 LW1888
 LW1888.The orthometric height was determined by differential leveling
 LW1888.and adjusted by the National Geodetic Survey in June 1991..
 LW1888
 LW1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1888
 LW1888.The geoid height was determined by GEOID03.
 LW1888
 LW1888.The dynamic height is computed by dividing the NAVD 88
 LW1888.geopotential number by the normal gravity value computed on the
 LW1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1888.degrees latitude (g = 980.6199 gals.).
 LW1888
 LW1888.The modeled gravity was interpolated from observed gravity values.
 LW1888
 LW1888;                    North         East     Units Scale Factor Converg.
 LW1888;SPC RI       -    50,524.825    85,074.750   MT  0.99999649   -0 07 07.0
 LW1888;SPC RI       -   165,763.53    279,116.08   sFT  0.99999649   -0 07 07.0
 LW1888;UTM  19      - 4,601,962.898   276,536.179   MT  1.00021457   -1 46 37.7
 LW1888
 LW1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1888!SPC RI       -   0.99999082  x   0.99999649  =   0.99998731
 LW1888!UTM  19      -   0.99999082  x   1.00021457  =   1.00020539
 LW1888
 LW1888                          SUPERSEDED SURVEY CONTROL
 LW1888
 LW1888  NAD 83(1992)-  41 32 17.26708(N)    071 40 43.89432(W) AD(       ) 2
 LW1888  NAD 83(1986)-  41 32 17.26609(N)    071 40 43.89367(W) AD(       ) 2
 LW1888  NGVD 29 (12/08/88)   89.08   (m)          292.3    (f) LEVELING    3  
 LW1888
 LW1888.Superseded values are not recommended for survey control.
 LW1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1888.See file dsdata.txt to determine how the superseded data were derived.
 LW1888
 LW1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7653601963(NAD 83)
 LW1888_MARKER: DS = TRIANGULATION STATION DISK
 LW1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1888_SP_SET: CONCRETE POST
 LW1888_STAMPING: RI 003 RIGS 1984
 LW1888_MARK LOGO: RIGS  
 LW1888_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1888+STABILITY: SURFACE MOTION
 LW1888
 LW1888  HISTORY     - Date     Condition        Report By
 LW1888  HISTORY     - 1984     MONUMENTED       RIGS
 LW1888  HISTORY     - 1984     GOOD             RIGS
 LW1888  HISTORY     - 20020710 GOOD             USPS
 LW1888
 LW1888                          STATION DESCRIPTION
 LW1888
 LW1888'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1888'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) NORTHEAST OF HOPE
 LW1888'VALLEY, ON THE RIGHT-OF-WAY ON THE NORTHWEST SIDE OF INTERSTATE
 LW1888'HIGHWAY 95 AND AT THE STATE HIGHWAY 3 BRIDGE, AT EXIT 4.
 LW1888'
 LW1888'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1888'HIGHWAY 138, ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE VALLEY, GO
 LW1888'NORTHEAST ON INTERSTATE 95 FOR 3.1 KM (1.95 MI) TO THE STATION ON
 LW1888'THE LEFT.
 LW1888'
 LW1888'THE STATION IS A STANDARD NGS DISK
 LW1888'STAMPED---RI 003 RIGS 1984---,
 LW1888'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1888'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1888'10.1 METERS (33.0 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 LW1888'SOUTHBOUND LANE BRIDGE,
 LW1888'9.9 METERS (32.5 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 LW1888'SOUTHBOUND LANE OF I-95,
 LW1888'7.3 METERS (24.0 FT) NORTH-NORTHWEST FROM THE CENTER OF A METAL
 LW1888'STORM DRAIN,
 LW1888'3.15 METERS (10.4 FT) WEST-NORTHWEST FROM THE GUARDRAIL,
 LW1888'1.7 METERS (5.7 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1888'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LW1888'STAMPED---RI 003 RIGS 1984---,
 LW1888'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1888
 LW1888                          STATION RECOVERY (1984)
 LW1888
 LW1888'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1888'4.4 KM (2.75 MI) NE FROM HOPE VALLEY.
 LW1888'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) NORTHEAST OF HOPE
 LW1888'VALLEY, ON THE RIGHT-OF-WAY ON THE NORTHWEST SIDE OF INTERSTATE
 LW1888'HIGHWAY 95 AND AT THE STATE HIGHWAY 3 BRIDGE, AT EXIT 4.  TO REACH
 LW1888'THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE HIGHWAY 138,
 LW1888'ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE VALLEY, GO NORTHEAST ON
 LW1888'INTERSTATE 95 FOR 3.1 KM (1.95 MI) TO THE STATION ON THE LEFT.  THE
 LW1888'STATION IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW1888'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 10.1 METERS
 LW1888'(33.0 FT) NORTH FROM THE NORTHWEST CORNER OF THE SOUTHBOUND LANE
 LW1888'BRIDGE, 9.9 METERS (32.5 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 LW1888'SOUTHBOUND LANE OF I-95, 7.3 METERS (24.0 FT) NORTH-NORTHWEST FROM
 LW1888'THE CENTER OF A METAL STORM DRAIN, 3.15 METERS (10.4 FT)
 LW1888'WEST-NORTHWEST FROM THE GUARDRAIL, 1.7 METERS (5.7 FT) SOUTHEAST FROM
 LW1888'A FIBERGLASS WITNESS POST.
 LW1888
 LW1888                          STATION RECOVERY (2002)
 LW1888
 LW1888'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1889 ***********************************************************************
 LW1889  DESIGNATION -  RI 004
 LW1889  PID         -  LW1889
 LW1889  STATE/COUNTY-  RI/WASHINGTON
 LW1889  USGS QUAD   -  HOPE VALLEY (1975)
 LW1889
 LW1889                         *CURRENT SURVEY CONTROL
 LW1889  ___________________________________________________________________
 LW1889* NAD 83(1996)-  41 30 53.45985(N)    071 41 27.43736(W)     ADJUSTED  
 LW1889* NAVD 88     -        36.587  (meters)     120.04   (feet)  ADJUSTED  
 LW1889  ___________________________________________________________________
 LW1889  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 LW1889  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW1889  DYNAMIC HT  -          36.574 (meters)     119.99  (feet)  COMP
 LW1889  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LW1889
 LW1889  HORZ ORDER  -  SECOND
 LW1889  VERT ORDER  -  SECOND    CLASS II
 LW1889
 LW1889.The horizontal coordinates were established by classical geodetic methods
 LW1889.and adjusted by the National Geodetic Survey in August 1998..
 LW1889
 LW1889.The orthometric height was determined by differential leveling
 LW1889.and adjusted by the National Geodetic Survey in June 1991..
 LW1889
 LW1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1889
 LW1889.The geoid height was determined by GEOID03.
 LW1889
 LW1889.The dynamic height is computed by dividing the NAVD 88
 LW1889.geopotential number by the normal gravity value computed on the
 LW1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1889.degrees latitude (g = 980.6199 gals.).
 LW1889
 LW1889.The modeled gravity was interpolated from observed gravity values.
 LW1889
 LW1889;                    North         East     Units Scale Factor Converg.
 LW1889;SPC RI       -    47,941.411    84,059.743   MT  0.99999688   -0 07 35.6
 LW1889;SPC RI       -   157,287.78    275,786.01   sFT  0.99999688   -0 07 35.6
 LW1889;UTM  19      - 4,599,409.372   275,446.602   MT  1.00022058   -1 47 03.6
 LW1889
 LW1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1889!SPC RI       -   0.99999902  x   0.99999688  =   0.99999590
 LW1889!UTM  19      -   0.99999902  x   1.00022058  =   1.00021960
 LW1889
 LW1889                          SUPERSEDED SURVEY CONTROL
 LW1889
 LW1889  NAD 83(1992)-  41 30 53.45856(N)    071 41 27.43658(W) AD(       ) 2
 LW1889  NAD 83(1986)-  41 30 53.45734(N)    071 41 27.43588(W) AD(       ) 2
 LW1889  NGVD 29 (12/08/88)   36.86   (m)          120.9    (f) LEVELING    3  
 LW1889
 LW1889.Superseded values are not recommended for survey control.
 LW1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1889.See file dsdata.txt to determine how the superseded data were derived.
 LW1889
 LW1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7544799409(NAD 83)
 LW1889_MARKER: DD = SURVEY DISK
 LW1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1889_SP_SET: CONCRETE POST
 LW1889_STAMPING: RI 004 RIGS 1984
 LW1889_MARK LOGO: RIGS  
 LW1889_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1889+STABILITY: SURFACE MOTION
 LW1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1889+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 LW1889
 LW1889  HISTORY     - Date     Condition        Report By
 LW1889  HISTORY     - 1984     MONUMENTED       RIGS
 LW1889  HISTORY     - 1984     GOOD             RIGS
 LW1889  HISTORY     - 20011017 GOOD             USPSQD
 LW1889  HISTORY     - 20030612 GOOD             INDIV
 LW1889
 LW1889                          STATION DESCRIPTION
 LW1889
 LW1889'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1889'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) NORTHEAST OF HOPE
 LW1889'VALLEY, IN THE RIGHT-OF-WAY ON THE NORTHWEST SIDE OF INTERSTATE
 LW1889'HIGHWAY 95, AND AT THE VEE OF THE SOUTHBOUND LANE OF I-95 AND THE
 LW1889'EXIT ROAD OF 3B WEST.
 LW1889'
 LW1889'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1889'STATE HIGHWAY 138 (EXIT 3), ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE
 LW1889'VALLEY, GO NORTHEAST ON INTERSTATE 95 FOR 0.2 KM (0.15 MI) TO THE
 LW1889'STATION ON THE LEFT.
 LW1889'
 LW1889'THE STATION IS A STANDARD NGS DISK
 LW1889'STAMPED---RI 004 RIGS 1984---,
 LW1889'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1889'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1889'9.1 METERS (30 FT) SOUTHEAST FROM THE CENTER OF THE ROAD FOR EXIT 3B,
 LW1889'9.1 METERS (30.0 FT) NORTHWEST FROM THE CENTER OF THE SOUTHBOUND
 LW1889'LANE OF I-95,
 LW1889'6.1 METERS (20.0 FT) SOUTHWEST FROM THE CENTER OF A METAL STORM
 LW1889'DRAIN COVER,
 LW1889'3.1 METERS (10.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
 LW1889'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LW1889'STAMPED---RI 004 RIGS 1984---,
 LW1889'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1889
 LW1889                          STATION RECOVERY (1984)
 LW1889
 LW1889'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1889'2.0 KM (1.25 MI) NE FROM HOPE VALLEY.
 LW1889'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1889'STATE HIGHWAY 138 (EXIT 3), ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE
 LW1889'VALLEY, GO NORTHEAST ON INTERSTATE 95 FOR 0.2 KM (0.15 MI) TO THE
 LW1889'STATION ON THE LEFT.  THE STATION IS A STANDARD NGS DISK SET INTO THE
 LW1889'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW1889'LOCATED 9.1 METERS (30 FT) SOUTHEAST FROM THE CENTER OF THE ROAD FOR
 LW1889'EXIT 3B, 9.1 METERS (30.0 FT) NORTHWEST FROM THE CENTER OF THE
 LW1889'SOUTHBOUND LANE OF I-95, 6.1 METERS (20.0 FT) SOUTHWEST FROM THE
 LW1889'CENTER OF A METAL STORM DRAIN COVER, 3.1 METERS (10.0 FT) EAST FROM A
 LW1889'FIBERGLASS WITNESS POST.
 LW1889
 LW1889                          STATION RECOVERY (2001)
 LW1889
 LW1889'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1889'RECOVERED IN GOOD CONDITION.
 LW1889
 LW1889                          STATION RECOVERY (2003)
 LW1889
 LW1889'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW1889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1890 ***********************************************************************
 LW1890  DESIGNATION -  RI 005
 LW1890  PID         -  LW1890
 LW1890  STATE/COUNTY-  RI/WASHINGTON
 LW1890  USGS QUAD   -  HOPE VALLEY (1975)
 LW1890
 LW1890                         *CURRENT SURVEY CONTROL
 LW1890  ___________________________________________________________________
 LW1890* NAD 83(1996)-  41 30 17.66972(N)    071 42 05.54914(W)     ADJUSTED  
 LW1890* NAVD 88     -        32.763  (meters)     107.49   (feet)  ADJUSTED  
 LW1890  ___________________________________________________________________
 LW1890  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 LW1890  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LW1890  DYNAMIC HT  -          32.751 (meters)     107.45  (feet)  COMP
 LW1890  MODELED GRAV-     980,268.9   (mgal)                       NAVD 88
 LW1890
 LW1890  HORZ ORDER  -  SECOND
 LW1890  VERT ORDER  -  SECOND    CLASS II
 LW1890
 LW1890.The horizontal coordinates were established by classical geodetic methods
 LW1890.and adjusted by the National Geodetic Survey in August 1998..
 LW1890
 LW1890.The orthometric height was determined by differential leveling
 LW1890.and adjusted by the National Geodetic Survey in June 1991..
 LW1890
 LW1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1890
 LW1890.The geoid height was determined by GEOID03.
 LW1890
 LW1890.The dynamic height is computed by dividing the NAVD 88
 LW1890.geopotential number by the normal gravity value computed on the
 LW1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1890.degrees latitude (g = 980.6199 gals.).
 LW1890
 LW1890.The modeled gravity was interpolated from observed gravity values.
 LW1890
 LW1890;                    North         East     Units Scale Factor Converg.
 LW1890;SPC RI       -    46,839.260    83,173.434   MT  0.99999723   -0 08 00.8
 LW1890;SPC RI       -   153,671.81    272,878.17   sFT  0.99999723   -0 08 00.8
 LW1890;UTM  19      - 4,598,333.077   274,528.575   MT  1.00022566   -1 47 27.7
 LW1890
 LW1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1890!SPC RI       -   0.99999962  x   0.99999723  =   0.99999685
 LW1890!UTM  19      -   0.99999962  x   1.00022566  =   1.00022528
 LW1890
 LW1890                          SUPERSEDED SURVEY CONTROL
 LW1890
 LW1890  NAD 83(1992)-  41 30 17.66843(N)    071 42 05.54835(W) AD(       ) 2
 LW1890  NAD 83(1986)-  41 30 17.66718(N)    071 42 05.54782(W) AD(       ) 2
 LW1890  NGVD 29 (12/08/88)   33.04   (m)          108.4    (f) LEVELING    3  
 LW1890
 LW1890.Superseded values are not recommended for survey control.
 LW1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1890.See file dsdata.txt to determine how the superseded data were derived.
 LW1890
 LW1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7452998333(NAD 83)
 LW1890_MARKER: DS = TRIANGULATION STATION DISK
 LW1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1890_SP_SET: CONCRETE POST
 LW1890_STAMPING: RI 005 RIGS 1984
 LW1890_MARK LOGO: RIGS  
 LW1890_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1890+STABILITY: SURFACE MOTION
 LW1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1890+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW1890
 LW1890  HISTORY     - Date     Condition        Report By
 LW1890  HISTORY     - 1984     MONUMENTED       RIGS
 LW1890  HISTORY     - 1984     GOOD             RIGS
 LW1890  HISTORY     - 20020710 GOOD             USPS
 LW1890  HISTORY     - 20060703 GOOD             USPSQD
 LW1890
 LW1890                          STATION DESCRIPTION
 LW1890
 LW1890'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1890'THE STATION IS LOCATED ABOUT 1.1 KM (0.7 MI) EAST OF HOPE VALLEY ON
 LW1890'STATE RIGHT-OF-WAY ON THE NORTHWEST SIDE OF INTERSTATE HIGHWAY 95.
 LW1890'
 LW1890'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1890'STATE HIGHWAY 138 (EXIT 3), ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE
 LW1890'VALLEY, GO SOUTHWEST ON INTERSTATE 95 FOR 1.2 KM (0.75 MI) TO THE
 LW1890'STATION ON THE RIGHT.
 LW1890'
 LW1890'THE STATION IS A STANDARD NGS DISK
 LW1890'STAMPED---RI 005 RIGS 1984---,
 LW1890'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1890'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1890'143.9 METERS (472.0 FT) NORTHEAST FROM THE MILE MARKER 6.5,
 LW1890'9.9 METERS (32.5 FT) NORTHWEST FROM THE CENTER OF THE SOUTHBOUND
 LW1890'LANE OF I-95,
 LW1890'2.4 METERS (8.0 FT) WEST-SOUTHWEST FROM EMERGENCY CALL BOX 0027,
 LW1890'2.2 METERS (7.1 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1890'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LW1890'STAMPED---RI 005 RIGS 1984---,
 LW1890'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1890
 LW1890                          STATION RECOVERY (1984)
 LW1890
 LW1890'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1890'1.1 KM (0.7 MI) EAST FROM HOPE VALLEY.
 LW1890'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1890'STATE HIGHWAY 138 (EXIT 3), ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE
 LW1890'VALLEY, GO SOUTHWEST ON INTERSTATE 95 FOR 1.2 KM (0.75 MI) TO THE
 LW1890'STATION ON THE RIGHT.  THE STATION IS A STANDARD NGS DISK SET INTO
 LW1890'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 LW1890'GROUND.  LOCATED 143.9 METERS (472.0 FT) NORTHEAST FROM THE MILE
 LW1890'MARKER 6.5, 9.9 METERS (32.5 FT) NORTHWEST FROM THE CENTER OF THE
 LW1890'SOUTHBOUND LANE OF I-95, 2.4 METERS (8.0 FT) WEST-SOUTHWEST FROM
 LW1890'EMERGENCY CALL BOX 0027, 2.2 METERS (7.1 FT) SOUTHEAST FROM A
 LW1890'FIBERGLASS WITNESS POST.
 LW1890
 LW1890                          STATION RECOVERY (2002)
 LW1890
 LW1890'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1890'RECOVERED IN GOOD CONDITION.
 LW1890
 LW1890                          STATION RECOVERY (2006)
 LW1890
 LW1890'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1891 ***********************************************************************
 LW1891  CBN         -  This is a Cooperative Base Network Control Station.
 LW1891  DESIGNATION -  RI 006
 LW1891  PID         -  LW1891
 LW1891  STATE/COUNTY-  RI/WASHINGTON
 LW1891  USGS QUAD   -  CAROLINA (1970)
 LW1891
 LW1891                         *CURRENT SURVEY CONTROL
 LW1891  ___________________________________________________________________
 LW1891* NAD 83(1996)-  41 29 44.98557(N)    071 42 55.46211(W)     ADJUSTED  
 LW1891* NAVD 88     -        28.006  (meters)      91.88   (feet)  ADJUSTED  
 LW1891  ___________________________________________________________________
 LW1891  X           -   1,501,007.410 (meters)                     COMP
 LW1891  Y           -  -4,542,724.150 (meters)                     COMP
 LW1891  Z           -   4,203,823.760 (meters)                     COMP
 LW1891  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 LW1891  ELLIP HEIGHT-          -2.36  (meters)          (06/22/01) GPS OBS
 LW1891  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW1891  DYNAMIC HT  -          27.996 (meters)      91.85  (feet)  COMP
 LW1891  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 LW1891
 LW1891  HORZ ORDER  -  A
 LW1891  VERT ORDER  -  SECOND    CLASS II
 LW1891  ELLP ORDER  -  FOURTH    CLASS I
 LW1891
 LW1891.The horizontal coordinates were established by GPS observations
 LW1891.and adjusted by the National Geodetic Survey in June 2001..
 LW1891
 LW1891.The orthometric height was determined by differential leveling
 LW1891.and adjusted by the National Geodetic Survey in June 1991..
 LW1891
 LW1891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW1891
 LW1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1891
 LW1891.The ellipsoidal height was determined by GPS observations
 LW1891.and is referenced to NAD 83.
 LW1891
 LW1891.The geoid height was determined by GEOID03.
 LW1891
 LW1891.The dynamic height is computed by dividing the NAVD 88
 LW1891.geopotential number by the normal gravity value computed on the
 LW1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1891.degrees latitude (g = 980.6199 gals.).
 LW1891
 LW1891.The modeled gravity was interpolated from observed gravity values.
 LW1891
 LW1891;                    North         East     Units Scale Factor Converg.
 LW1891;SPC RI       -    45,833.718    82,013.366   MT  0.99999773   -0 08 33.8
 LW1891;SPC RI       -   150,372.79    269,072.18   sFT  0.99999773   -0 08 33.8
 LW1891;SPC CT       -   226,493.022   391,187.273   MT  0.99998336   +0 41 09.6
 LW1891;SPC CT       -   743,085.86  1,283,420.24   sFT  0.99998336   +0 41 09.6
 LW1891;UTM  19      - 4,597,361.282   273,339.635   MT  1.00023228   -1 47 59.6
 LW1891
 LW1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1891!SPC RI       -   1.00000037  x   0.99999773  =   0.99999810
 LW1891!SPC CT       -   1.00000037  x   0.99998336  =   0.99998373
 LW1891!UTM  19      -   1.00000037  x   1.00023228  =   1.00023265
 LW1891
 LW1891                          SUPERSEDED SURVEY CONTROL
 LW1891
 LW1891  NAD 83(1996)-  41 29 44.98699(N)    071 42 55.46145(W) AD(       ) 2
 LW1891  NAD 83(1992)-  41 29 44.98572(N)    071 42 55.46064(W) AD(       ) 2
 LW1891  NAD 83(1986)-  41 29 44.98457(N)    071 42 55.46060(W) AD(       ) 2
 LW1891  NAVD 88 (06/22/01)   28.01   (m)           91.9    (f) LEVELING    3  
 LW1891  NGVD 29 (12/08/88)   28.28   (m)           92.8    (f) LEVELING    3  
 LW1891
 LW1891.Superseded values are not recommended for survey control.
 LW1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1891.See file dsdata.txt to determine how the superseded data were derived.
 LW1891
 LW1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7334097361(NAD 83)
 LW1891_MARKER: DH = HORIZONTAL CONTROL DISK
 LW1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1891_SP_SET: CONCRETE POST
 LW1891_STAMPING: RI 006 RIGS 1984
 LW1891_MARK LOGO: RIGS  
 LW1891_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1891+STABILITY: SURFACE MOTION
 LW1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1891+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LW1891
 LW1891  HISTORY     - Date     Condition        Report By
 LW1891  HISTORY     - 1984     MONUMENTED       RIGS
 LW1891  HISTORY     - 1984     GOOD             RIGS
 LW1891  HISTORY     - 19910331 GOOD             USPSQD
 LW1891  HISTORY     - 20000810 GOOD             RIDT
 LW1891  HISTORY     - 20030612 GOOD             INDIV
 LW1891  HISTORY     - 20050410 GOOD             CTGS
 LW1891
 LW1891                          STATION DESCRIPTION
 LW1891
 LW1891'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1891'THE STATION IS LOCATED ABOUT 1.4 KM (0.9 MI) SOUTH OF HOPE VALLEY,
 LW1891'ON STATE RIGHT-OF-WAY ON THE NORTHWEST SIDE OF INTERSTATE HIGHWAY
 LW1891'95, AND AT THE BRIDGE OVER A PAVED ROAD AND THE WOOD RIVER.
 LW1891'
 LW1891'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1891'STATE HIGHWAY 138 (EXIT 3), ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE
 LW1891'VALLEY, GO SOUTHWEST ON INTERSTATE 95 FOR 2.8 KM (1.75 MI) TO THE
 LW1891'STATION ON THE RIGHT.
 LW1891'
 LW1891'THE STATION IS A STANDARD NGS DISK
 LW1891'STAMPED---RI 006 RIGS 1984---,
 LW1891'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1891'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1891'45.7 METERS (150.0 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 LW1891'THE SOUTHBOUND LANE BRIDGE,
 LW1891'39.5 METERS (129.5 FT) EAST-NORTHEAST FROM AN EMERGENCY CALL BOX,
 LW1891'9.8 METERS (32.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 LW1891'SOUTHBOUND LANE OF INTERSTATE 95,
 LW1891'1.7 METERS (5.5 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST,
 LW1891'1.1 METERS (3.5 FT) NORTH-NORTHWEST FROM A METAL GUARD RAIL.
 LW1891'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LW1891'STAMPED---RI 006 RIGS 1984---,
 LW1891'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1891
 LW1891                          STATION RECOVERY (1984)
 LW1891
 LW1891'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1891'1.4 KM (0.9 MI) SOUTH FROM HOPE VALLEY.
 LW1891'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1891'STATE HIGHWAY 138 (EXIT 3), ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE
 LW1891'VALLEY, GO SOUTHWEST ON INTERSTATE 95 FOR 2.8 KM (1.75 MI) TO THE
 LW1891'STATION ON THE RIGHT, AT THE BRIDGE OVER A PAVED ROAD AND THE WOOD
 LW1891'RIVER.  THE STATION IS A STANDARD NGS DISK SET INTO THE TOP OF A
 LW1891'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1891'45.7 METERS (150.0 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 LW1891'THE SOUTHBOUND LANE BRIDGE, 39.5 METERS (129.5 FT) EAST-NORTHEAST
 LW1891'FROM AN EMERGENCY CALL BOX, 9.8 METERS (32.0 FT) NORTH-NORTHWEST FROM
 LW1891'THE CENTERLINE OF THE SOUTHBOUND LANE OF INTERSTATE 95, 1.7 METERS
 LW1891'(5.5 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST, 1.1 METERS (3.5
 LW1891'FT) NORTH-NORTHWEST FROM A METAL GUARD RAIL.
 LW1891
 LW1891                          STATION RECOVERY (1991)
 LW1891
 LW1891'RECOVERY NOTE BY US POWER SQUADRON 1991 (AW)
 LW1891'RECOVERED IN GOOD CONDITION.
 LW1891
 LW1891                          STATION RECOVERY (2000)
 LW1891
 LW1891'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW1891'THE STATION IS LOCATED IN WESTERLY, RI ABOUT 0.9 MI (1.4 KM) SOUTH OF
 LW1891'HOPE VALLEY ON THE NORTHWEST SIDE OF INTERSTATE HIGHWAY 95 AT A
 LW1891'BRIDGE OVER A PAVED ROAD AND THE WOOD RIVER ON STATE
 LW1891'RIGHT-OF-WAY. TO REACH FROM A POINT ABOUT 1.0 MI (1.6 KM) NORTHEAST
 LW1891'OF HOPE VALLEY AT THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE
 LW1891'HIGHWAY 138, GO SOUTHWEST ON INTERSTATE HIGHWAY 95 FOR 1.75 MI
 LW1891'(2.82 KM) TO THE STATION ON THE RIGHT.  A STANDARD NGS HORIZONTAL
 LW1891'CONTROL DISK SET IN THE TOP OF A 30 CM DIAMETER CONCRETE POST
 LW1891'FLUSH WITH THE GROUND.  IT IS, 45.7 M (149.9 FT) EAST-NORTHEAST FROM
 LW1891'THE NORTHEAST CORNER OF THE SOUTHBOUND LANES BRIDGE, 39.5 M
 LW1891'(129.6 FT) EAST-NORTHEAST FROM EMERGENCY CALL BOX NUMBER 0023, 9.8
 LW1891'M (32.2 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF SOUTHBOUND
 LW1891'LANES OF INTERSTATE HIGHWAY 95, 1.7 M (5.6 FT) SOUTHEAST FROM A
 LW1891'FIBERGLASS WITNESS POST AND 1.1 M (3.6 FT) NORTHWEST FROM A METAL
 LW1891'GUARDRAIL.  DESCRIBED BY JOSEPH SAUNDERS.
 LW1891'
 LW1891
 LW1891                          STATION RECOVERY (2003)
 LW1891
 LW1891'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW1891'RECOVERED IN GOOD CONDITION.
 LW1891
 LW1891                          STATION RECOVERY (2005)
 LW1891
 LW1891'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LW1891'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5564 ***********************************************************************
 LW5564  DESIGNATION -  RI 007
 LW5564  PID         -  LW5564
 LW5564  STATE/COUNTY-  RI/WASHINGTON
 LW5564  USGS QUAD   -  HOPE VALLEY (1975)
 LW5564
 LW5564                         *CURRENT SURVEY CONTROL
 LW5564  ___________________________________________________________________
 LW5564* NAD 83(1996)-  41 30 04.53153(N)    071 40 05.12952(W)     ADJUSTED  
 LW5564* NAVD 88     -        40.0    (meters)     131.     (feet)  VERTCON   
 LW5564  ___________________________________________________________________
 LW5564  X           -   1,504,635.436 (meters)                     COMP
 LW5564  Y           -  -4,541,112.385 (meters)                     COMP
 LW5564  Z           -   4,204,283.404 (meters)                     COMP
 LW5564  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 LW5564  ELLIP HEIGHT-           9.72  (meters)          (06/13/02) GPS OBS
 LW5564  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW5564
 LW5564  HORZ ORDER  -  THIRD
 LW5564  ELLP ORDER  -  FOURTH    CLASS II
 LW5564
 LW5564.The horizontal coordinates were established by GPS observations
 LW5564.and adjusted by the National Geodetic Survey in August 1998..
 LW5564
 LW5564.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5564
 LW5564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5564
 LW5564.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5564
 LW5564.The ellipsoidal height was determined by GPS observations
 LW5564.and is referenced to NAD 83.
 LW5564
 LW5564.The geoid height was determined by GEOID03.
 LW5564
 LW5564;                    North         East     Units Scale Factor Converg.
 LW5564;SPC RI       -    46,427.967    85,965.358   MT  0.99999617   -0 06 41.0
 LW5564;SPC RI       -   152,322.42    282,038.01   sFT  0.99999617   -0 06 41.0
 LW5564;UTM  19      - 4,597,841.096   277,308.050   MT  1.00021033   -1 46 07.3
 LW5564
 LW5564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5564!SPC RI       -   0.99999848  x   0.99999617  =   0.99999465
 LW5564!UTM  19      -   0.99999848  x   1.00021033  =   1.00020881
 LW5564
 LW5564                          SUPERSEDED SURVEY CONTROL
 LW5564
 LW5564  ELLIP H (08/17/98)    9.75   (m)                       GP(       ) 4 1
 LW5564  NAD 83(1992)-  41 30 04.53013(N)    071 40 05.12875(W) AD(       ) 3
 LW5564  ELLIP H (01/17/96)    9.70   (m)                       GP(       ) 4 2
 LW5564  NAD 83(1986)-  41 30 04.52932(N)    071 40 05.12923(W) AD(       ) 3
 LW5564  NGVD 29 (07/30/91)   40.3    (m)          132.     (f) GPS OBS        
 LW5564
 LW5564.Superseded values are not recommended for survey control.
 LW5564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5564.See file dsdata.txt to determine how the superseded data were derived.
 LW5564
 LW5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7730897841(NAD 83)
 LW5564_MARKER: DD = SURVEY DISK
 LW5564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5564_SP_SET: CONCRETE POST
 LW5564_STAMPING: RI 007 1989
 LW5564_MARK LOGO: RIGS  
 LW5564_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5564+STABILITY: SURFACE MOTION
 LW5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5564+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW5564
 LW5564  HISTORY     - Date     Condition        Report By
 LW5564  HISTORY     - 1989     MONUMENTED       RIGS
 LW5564  HISTORY     - 20020706 GOOD             USPS
 LW5564  HISTORY     - 20040419 GOOD             USPSQD
 LW5564  HISTORY     - 20060703 GOOD             USPSQD
 LW5564
 LW5564                          STATION DESCRIPTION
 LW5564
 LW5564'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5564'THE STATION IS LOCATED ABOUT 3.36 KM (2.10 MI) SOUTHEAST OF WYOMING
 LW5564'CENTER. OWNERSHIP-- RAWLING GREENS ACRE INC, 401 539-2208
 LW5564'TO REACH FROM THE INTERSTATE HIGHWAY 95 BRIDGE OVER STATE HIGHWAY 138,
 LW5564'GO EAST 2.56 KM (1.60 MI) ON HIGHWAY 138 TO THE ENTRANCE FOR MEADOW
 LW5564'BROOK GOLF CLUB ON THE RIGHT, TURN RIGHT INTO THE PARKING LOT, GO WEST
 LW5564'61.0 M (200.1 FT) TO THE STATION ON THE LEFT,
 LW5564'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5564'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 37.2
 LW5564'M (122.0 FT) SOUTH SOUTHWEST FROM THE CENTER OF HIGHWAY 138, 32.8 M
 LW5564'(107.6 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A CONCRETE HEADWALL,
 LW5564'27.1 M (88.9 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A SMALL BRIDGE
 LW5564'OVER A NARROW BROOK, 14.2 M (46.6 FT) EAST FROM A GOLF CART PATH
 LW5564'LEADING NORTH AND SOUTH AND IS ABOUT 1.0 M (3.3 FT) BELOW THE LEVEL OF
 LW5564'THE HIGHWAY.
 LW5564
 LW5564                          STATION RECOVERY (2002)
 LW5564
 LW5564'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW5564'RECOVERED IN GOOD CONDITION.
 LW5564
 LW5564                          STATION RECOVERY (2004)
 LW5564
 LW5564'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW5564'RECOVERED IN GOOD CONDITION.
 LW5564
 LW5564                          STATION RECOVERY (2006)
 LW5564
 LW5564'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW5564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5565 ***********************************************************************
 LW5565  DESIGNATION -  RI 008
 LW5565  PID         -  LW5565
 LW5565  STATE/COUNTY-  RI/WASHINGTON
 LW5565  USGS QUAD   -  CAROLINA (1970)
 LW5565
 LW5565                         *CURRENT SURVEY CONTROL
 LW5565  ___________________________________________________________________
 LW5565* NAD 83(1996)-  41 29 56.96050(N)    071 38 25.40903(W)     ADJUSTED  
 LW5565* NAVD 88     -        50.1    (meters)     164.     (feet)  VERTCON   
 LW5565  ___________________________________________________________________
 LW5565  X           -   1,506,881.835 (meters)                     COMP
 LW5565  Y           -  -4,540,538.505 (meters)                     COMP
 LW5565  Z           -   4,204,115.167 (meters)                     COMP
 LW5565  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 LW5565  ELLIP HEIGHT-          19.83  (meters)          (06/13/02) GPS OBS
 LW5565  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LW5565
 LW5565  HORZ ORDER  -  THIRD
 LW5565  ELLP ORDER  -  FOURTH    CLASS II
 LW5565
 LW5565.The horizontal coordinates were established by GPS observations
 LW5565.and adjusted by the National Geodetic Survey in August 1998..
 LW5565
 LW5565.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5565
 LW5565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5565
 LW5565.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5565
 LW5565.The ellipsoidal height was determined by GPS observations
 LW5565.and is referenced to NAD 83.
 LW5565
 LW5565.The geoid height was determined by GEOID03.
 LW5565
 LW5565;                    North         East     Units Scale Factor Converg.
 LW5565;SPC RI       -    46,190.268    88,277.776   MT  0.99999544   -0 05 34.9
 LW5565;SPC RI       -   151,542.57    289,624.67   sFT  0.99999544   -0 05 34.9
 LW5565;UTM  19      - 4,597,536.557   279,613.106   MT  1.00019776   -1 45 00.9
 LW5565
 LW5565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5565!SPC RI       -   0.99999689  x   0.99999544  =   0.99999233
 LW5565!UTM  19      -   0.99999689  x   1.00019776  =   1.00019465
 LW5565
 LW5565:                Primary Azimuth Mark                     Grid Az
 LW5565:SPC RI       -  RI 009                                   114 20 07.0
 LW5565:UTM  19      -  RI 009                                   115 59 33.0
 LW5565
 LW5565|---------------------------------------------------------------------|
 LW5565| PID    Reference Object                     Distance      Geod. Az  |
 LW5565|                                                           dddmmss.s |
 LW5565| LW5566 RI 009                              APPROX. 0.5 KM 1141432.1 |
 LW5565|---------------------------------------------------------------------|
 LW5565
 LW5565                          SUPERSEDED SURVEY CONTROL
 LW5565
 LW5565  ELLIP H (08/17/98)   19.86   (m)                       GP(       ) 4 1
 LW5565  NAD 83(1992)-  41 29 56.95908(N)    071 38 25.40826(W) AD(       ) 3
 LW5565  ELLIP H (01/17/96)   19.80   (m)                       GP(       ) 4 2
 LW5565  NAD 83(1986)-  41 29 56.95828(N)    071 38 25.40855(W) AD(       ) 3
 LW5565  NGVD 29 (07/30/91)   50.4    (m)          165.     (f) GPS OBS        
 LW5565
 LW5565.Superseded values are not recommended for survey control.
 LW5565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5565.See file dsdata.txt to determine how the superseded data were derived.
 LW5565
 LW5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7961397537(NAD 83)
 LW5565_MARKER: DD = SURVEY DISK
 LW5565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5565_SP_SET: CONCRETE POST
 LW5565_STAMPING: RI 008 1989
 LW5565_MARK LOGO: RIGS  
 LW5565_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5565+STABILITY: SURFACE MOTION
 LW5565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5565+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW5565
 LW5565  HISTORY     - Date     Condition        Report By
 LW5565  HISTORY     - 1989     MONUMENTED       RIGS
 LW5565  HISTORY     - 19971001 GOOD             USPSQD
 LW5565  HISTORY     - 20040419 GOOD             USPSQD
 LW5565  HISTORY     - 20060703 GOOD             USPSQD
 LW5565
 LW5565                          STATION DESCRIPTION
 LW5565
 LW5565'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5565'THE STATION IS LOCATED ABOUT 5.44 KM (3.40 MI) EAST SOUTHEAST OF
 LW5565'WYOMING CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5565'SURVEY, 401 277-2814.
 LW5565'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 138 AND 112, RICHMOND
 LW5565'TOWN HOUSE ROAD, GO 1.76 KM (1.10 MI) EAST ON HIGHWAY 138 TO THE
 LW5565'STATION ON THE RIGHT AT THE NORTH CORNER OF AN HISTORICAL CEMETERY.
 LW5565'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5565'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 21.85
 LW5565'M (71.7 FT) NORTHWEST FROM AN NECO POLE 1157 1/2 S, 14.85 M (48.7 FT)
 LW5565'SOUTHWEST FROM THE CENTERLINE OF HIGHWAY 138, 3.8 M (12.5 FT)
 LW5565'NORTHEAST FROM A HIGHWAY BOUND AT THE NORTH CORNER OF AN HISTORICAL
 LW5565'CEMETERY, 1.22 M (4.0 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST AND
 LW5565'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LW5565
 LW5565                          STATION RECOVERY (1997)
 LW5565
 LW5565'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5565'RECOVERED IN GOOD CONDITION.
 LW5565
 LW5565                          STATION RECOVERY (2004)
 LW5565
 LW5565'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW5565'RECOVERED IN GOOD CONDITION.
 LW5565
 LW5565                          STATION RECOVERY (2006)
 LW5565
 LW5565'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW5565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5566 ***********************************************************************
 LW5566  DESIGNATION -  RI 009
 LW5566  PID         -  LW5566
 LW5566  STATE/COUNTY-  RI/WASHINGTON
 LW5566  USGS QUAD   -  CAROLINA (1970)
 LW5566
 LW5566                         *CURRENT SURVEY CONTROL
 LW5566  ___________________________________________________________________
 LW5566* NAD 83(1996)-  41 29 49.68511(N)    071 38 03.92071(W)     ADJUSTED  
 LW5566* NAVD 88     -        45.54   (+/-2cm)     149.4    (feet)  VERTCON   
 LW5566  ___________________________________________________________________
 LW5566  X           -   1,507,400.628 (meters)                     COMP
 LW5566  Y           -  -4,540,519.381 (meters)                     COMP
 LW5566  Z           -   4,203,944.015 (meters)                     COMP
 LW5566  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LW5566  ELLIP HEIGHT-          15.24  (meters)          (06/13/02) GPS OBS
 LW5566  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LW5566
 LW5566  HORZ ORDER  -  THIRD
 LW5566  VERT ORDER  -  THIRD ? (See Below)
 LW5566  ELLP ORDER  -  FOURTH    CLASS II
 LW5566
 LW5566.The horizontal coordinates were established by GPS observations
 LW5566.and adjusted by the National Geodetic Survey in August 1998..
 LW5566
 LW5566.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5566.The vertical order pertains to the NGVD 29 superseded value.
 LW5566
 LW5566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5566
 LW5566.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5566
 LW5566.The ellipsoidal height was determined by GPS observations
 LW5566.and is referenced to NAD 83.
 LW5566
 LW5566.The geoid height was determined by GEOID03.
 LW5566
 LW5566;                    North         East     Units Scale Factor Converg.
 LW5566;SPC RI       -    45,965.025    88,775.817   MT  0.99999530   -0 05 20.6
 LW5566;SPC RI       -   150,803.59    291,258.66   sFT  0.99999530   -0 05 20.6
 LW5566;UTM  19      - 4,597,296.957   280,104.524   MT  1.00019510   -1 44 46.4
 LW5566
 LW5566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5566!SPC RI       -   0.99999761  x   0.99999530  =   0.99999291
 LW5566!UTM  19      -   0.99999761  x   1.00019510  =   1.00019271
 LW5566
 LW5566:                Primary Azimuth Mark                     Grid Az
 LW5566:SPC RI       -  RI 008                                   294 20 07.0
 LW5566:UTM  19      -  RI 008                                   295 59 32.8
 LW5566
 LW5566|---------------------------------------------------------------------|
 LW5566| PID    Reference Object                     Distance      Geod. Az  |
 LW5566|                                                           dddmmss.s |
 LW5566| LW5565 RI 008                              APPROX. 0.5 KM 2941446.4 |
 LW5566|---------------------------------------------------------------------|
 LW5566
 LW5566                          SUPERSEDED SURVEY CONTROL
 LW5566
 LW5566  ELLIP H (08/17/98)   15.27   (m)                       GP(       ) 4 1
 LW5566  NAD 83(1992)-  41 29 49.68370(N)    071 38 03.91993(W) AD(       ) 3
 LW5566  ELLIP H (01/17/96)   15.22   (m)                       GP(       ) 4 2
 LW5566  NAD 83(1986)-  41 29 49.68290(N)    071 38 03.92019(W) AD(       ) 3
 LW5566  NGVD 29 (07/30/91)   45.81   (m)          150.3    (f) LEVELING    3  
 LW5566
 LW5566.Superseded values are not recommended for survey control.
 LW5566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5566.See file dsdata.txt to determine how the superseded data were derived.
 LW5566
 LW5566_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8010597297(NAD 83)
 LW5566_MARKER: DD = SURVEY DISK
 LW5566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5566_SP_SET: CONCRETE POST
 LW5566_STAMPING: RI 009 1989
 LW5566_MARK LOGO: RIGS  
 LW5566_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5566+STABILITY: SURFACE MOTION
 LW5566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5566+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW5566
 LW5566  HISTORY     - Date     Condition        Report By
 LW5566  HISTORY     - 1989     MONUMENTED       RIGS
 LW5566  HISTORY     - 19971001 GOOD             USPSQD
 LW5566  HISTORY     - 20011017 GOOD             USPSQD
 LW5566  HISTORY     - 20040419 GOOD             USPSQD
 LW5566  HISTORY     - 20060703 GOOD             USPSQD
 LW5566
 LW5566                          STATION DESCRIPTION
 LW5566
 LW5566'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5566'THE STATION IS LOCATED ABOUT 1.92 KM (1.20 MI) SOUTHWEST OF
 LW5566'WAUSQUEPAUG CENTER. OWNERSHIP-- STATE RIGHT OF WAY, RHODE ISLAND
 LW5566'GEODETIC SURVEY, 401 277-2814.
 LW5566'TO REACH FROM  THE INTERSECTION OF STATE HIGHWAY 138 AND 112, RICHMOND
 LW5566'TOWN HOUSE ROAD, GO 2.32 KM (1.45 MI) EAST ON STATE HIGHWAY 138 TO THE
 LW5566'STATION ON THE LEFT.
 LW5566'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5566'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 16.08
 LW5566'M (52.8 FT) FROM THE CENTERLINE OF HIGHWAY 138, 15.3 M (50.2 FT)
 LW5566'NORTHWEST FROM AN NECO UTILITY POLE 1164, 10.5 M (34.4 FT) SOUTH FROM
 LW5566'THE CENTERLINE OF STERNBERG DRIVE, 1.8 M (5.9 FT) NORTH OF THE WEST
 LW5566'CORNER OF A FIVE FOOT HIGH WHITE RAIL FENCE, 1.13 M (3.7 FT) NORTHWEST
 LW5566'FROM A FIBERGLASS WITNESS POST AND LEVEL WITH THE HIGHWAY.
 LW5566
 LW5566                          STATION RECOVERY (1997)
 LW5566
 LW5566'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5566'RECOVERED IN GOOD CONDITION.
 LW5566
 LW5566                          STATION RECOVERY (2001)
 LW5566
 LW5566'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW5566'RECOVERED IN GOOD CONDITION.
 LW5566
 LW5566                          STATION RECOVERY (2004)
 LW5566
 LW5566'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW5566'RECOVERED IN GOOD CONDITION.
 LW5566
 LW5566                          STATION RECOVERY (2006)
 LW5566
 LW5566'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW5566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0607 ***********************************************************************
 LW0607  DESIGNATION -  RICH
 LW0607  PID         -  LW0607
 LW0607  STATE/COUNTY-  RI/NEWPORT
 LW0607  USGS QUAD   -  SAKONNET POINT (1970)
 LW0607
 LW0607                         *CURRENT SURVEY CONTROL
 LW0607  ___________________________________________________________________
 LW0607* NAD 83(1996)-  41 28 29.96793(N)    071 10 30.30214(W)     ADJUSTED  
 LW0607* NAVD 88     -         8.250  (meters)      27.07   (feet)  ADJUSTED  
 LW0607  ___________________________________________________________________
 LW0607  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW0607  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW0607  DYNAMIC HT  -           8.247 (meters)      27.06  (feet)  COMP
 LW0607  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 LW0607
 LW0607  HORZ ORDER  -  THIRD
 LW0607  VERT ORDER  -  SECOND    CLASS 0
 LW0607
 LW0607.The horizontal coordinates were established by classical geodetic methods
 LW0607.and adjusted by the National Geodetic Survey in August 1998..
 LW0607
 LW0607.The orthometric height was determined by differential leveling
 LW0607.and adjusted by the National Geodetic Survey in June 1991..
 LW0607
 LW0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0607
 LW0607.The geoid height was determined by GEOID03.
 LW0607
 LW0607.The dynamic height is computed by dividing the NAVD 88
 LW0607.geopotential number by the normal gravity value computed on the
 LW0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0607.degrees latitude (g = 980.6199 gals.).
 LW0607
 LW0607.The modeled gravity was interpolated from observed gravity values.
 LW0607
 LW0607;                    North         East     Units Scale Factor Converg.
 LW0607;SPC RI       -    43,547.933   127,139.530   MT  1.00000281   +0 12 54.7
 LW0607;SPC RI       -   142,873.51    417,123.61   sFT  1.00000281   +0 12 54.7
 LW0607;SPC MA M     -   802,809.159   227,140.814   MT  1.00004415   +0 13 05.7
 LW0607;SPC MA M     - 2,633,883.05    745,211.15   sFT  1.00004415   +0 13 05.7
 LW0607;UTM  19      - 4,593,771.433   318,386.208   MT  1.00000592   -1 26 27.4
 LW0607
 LW0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0607!SPC RI       -   1.00000339  x   1.00000281  =   1.00000620
 LW0607!SPC MA M     -   1.00000339  x   1.00004415  =   1.00004754
 LW0607!UTM  19      -   1.00000339  x   1.00000592  =   1.00000931
 LW0607
 LW0607:                Primary Azimuth Mark                     Grid Az
 LW0607:SPC RI       -  SAKONNET                                 215 41 14.1
 LW0607:SPC MA M     -  SAKONNET                                 215 41 03.1
 LW0607:UTM  19      -  SAKONNET                                 217 20 36.2
 LW0607
 LW0607|---------------------------------------------------------------------|
 LW0607| PID    Reference Object                     Distance      Geod. Az  |
 LW0607|                                                           dddmmss.s |
 LW0607| LW0623 SAKONNET                            APPROX. 2.0 KM 2155408.8 |
 LW0607| CB8469 RICH RM 2                            15.056 METERS 25534     |
 LW0607| CB8468 RICH RM 1                            71.019 METERS 33726     |
 LW0607|---------------------------------------------------------------------|
 LW0607
 LW0607                          SUPERSEDED SURVEY CONTROL
 LW0607
 LW0607  NAD 83(1996)-  41 28 29.96798(N)    071 10 30.30174(W) AD(       ) 3
 LW0607  NAD 83(1992)-  41 28 29.96601(N)    071 10 30.30152(W) AD(       ) 3
 LW0607  NAD 83(1992)-  41 28 29.96593(N)    071 10 30.30121(W) AD(       ) 3
 LW0607  NAD 83(1986)-  41 28 29.96643(N)    071 10 30.29923(W) AD(       ) 3
 LW0607  NAD 27      -  41 28 29.59300(N)    071 10 32.13500(W) AD(       ) 3
 LW0607  NGVD 29 (??/??/92)    8.474  (m)           27.80   (f) ADJ UNCH    2 0
 LW0607
 LW0607.Superseded values are not recommended for survey control.
 LW0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0607.See file dsdata.txt to determine how the superseded data were derived.
 LW0607
 LW0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1838693771(NAD 83)
 LW0607_MARKER: I = METAL ROD
 LW0607_SETTING: 80 = SET IN A BOULDER
 LW0607_SP_SET: BOULDER
 LW0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0607+STABILITY: SURFACE MOTION
 LW0607
 LW0607  HISTORY     - Date     Condition        Report By
 LW0607  HISTORY     - 1940     MONUMENTED       USE
 LW0607  HISTORY     - 1943     GOOD             CGS
 LW0607  HISTORY     - 1943     GOOD             NGS
 LW0607  HISTORY     - 1962     GOOD             CGS
 LW0607  HISTORY     - 1963     GOOD             CGS
 LW0607  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0607
 LW0607                          STATION DESCRIPTION
 LW0607
 LW0607'DESCRIBED BY US ENGINEERS 1940 (PLB)
 LW0607'THE STATION IS ABOUT 1 MILE NORTH OF WARREN POINT AND 1-1/2 MILES
 LW0607'NORTHEAST OF SAKONNET POINT.  IT IS ABOUT 400 FEET SOUTH OF THE
 LW0607'INTERSECTION OF THE ROAD FORKS TO THESE TWO POINTS.  352 FEET
 LW0607'SOUTH OF A 1 FOOT SQUARE ROCK WHICH IS 5 FEET HIGH AND IS THE
 LW0607'START OF THE STONE FENCE LEADING PAST THE STATION.  16 FEET EAST
 LW0607'OF THIS STONE FENCE.  47 FEET NORTHEAST OF THE NEW ENGLAND T.
 LW0607'AND T.  COMPANYS TELEPHONE POLE NO.4.  THE MARK IS A 1/2 INCH
 LW0607'COPPER ROD WHICH IS SET FLUSH IN THE SURFACE OF THE OUTCROPPING
 LW0607'BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 LW0607'
 LW0607'TO REACH THE STATION FROM THE CORNER AT THE EAST END OF THE STONE
 LW0607'BRIDGE ACROSS THE SAKONNET RIVER DRIVE SOUTH TOWARD SAKONNET POINT
 LW0607'FOR 11.3 MILES, THEN CONTINUE STRAIGHT AHEAD ON THE WARRENS POINT
 LW0607'ROAD FOR 400 FEET TO THE STATION IN THE PASTURE ON THE EAST SIDE
 LW0607'OF ROAD.
 LW0607'
 LW0607'REFERENCE MARK NO. 1 IS 233.00 FEET NORTHWEST OF THE STATION.  THE
 LW0607'MARK, IS SET FLUSH WITH OUTCROPPING BEDROCK ABOUT 6 FEET LONG AND
 LW0607'1 FOOT WIDE AND PROJECTING ABOUT 1 INCH ABOVE THE GROUND.  THE
 LW0607'DISK IS STAMPED RICH USE NO. 1 1940.
 LW0607'
 LW0607'REFERENCE MARK NO. 2 IS 49.39 FEET, 15.056 METERS, WEST-SOUTHWEST
 LW0607'OF THE STATION.  IT IS JUST EAST OF THE STONE FENCE ON THE WEST
 LW0607'SIDE OF THE ROAD.  THE MARK PROJECTS ABOUT 3 INCHES ABOVE THE
 LW0607'GROUND AND IS STAMPED RICH USE NO. 2 1940.
 LW0607'
 LW0607'TRIANGULATION STATION SAKONNET 1932 VISIBLE FROM THE GROUND AT
 LW0607'THIS STATION AND CAN BE USED FOR AZIMUTH MARK.
 LW0607'
 LW0607'A 14 FOOT STAND IS NEEDED AT THIS STATION TO SEE A 77 FOOT TOWER
 LW0607'OVER STATION WARREN 1934.  A 4-FOOT STAND WILL SEE 4-FOOT STAND AT
 LW0607'SAKONNET 1932.
 LW0607'
 LW0607'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LW0607
 LW0607                          STATION RECOVERY (1943)
 LW0607
 LW0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0607'THE ORIGINAL DESCRIPTION IS ADEQUATE AND ACCURATE EXCEPT THAT THE
 LW0607'LETTERS USE ARE NOT STAMPED ON THE REFERENCE MARKS.
 LW0607'
 LW0607'THE STATION IS IN A MEADOW INSIDE FORT CHURCH, ABOUT A MILE NORTH
 LW0607'OF WARREN POINT, ABOUT 400 FEET SOUTH OF THE Y-INTERSECTION OF THE
 LW0607'WARREN POINT AND SAKONNET POINT ROADS, 336 FEET SOUTH OF A STONE
 LW0607'FENCE ON THE SOUTHERN SIDE OF AN ENTRANCE DRIVEWAY, AND 16 FEET
 LW0607'EAST OF THE STONE FENCE ON THE EASTERN SIDE OF THE WARREN POINT
 LW0607'ROAD.  THE MARK IS A HALF-INCH COPPER ROD CEMENTED IN THE TOP OF A
 LW0607'BOULDER THAT PROJECTS ABOUT 2 INCHES.
 LW0607'
 LW0607'REFERENCE MARK NO. 1 IS 71.03 METERS (233.0 FEET) NORTH OF THE
 LW0607'STATION, 46 FEET EAST OF THE STONE FENCE ON THE EASTERN SIDE OF
 LW0607'WARREN POINT ROAD, AND IN A FOOT WIDE BOULDER THAT PROJECTS ABOUT
 LW0607'AN INCH AND IS 6 FEET LONG.  IT IS STAMPED RICH NO. 1 1940.
 LW0607'
 LW0607'REFERENCE MARK NO. 2 IS 15.056 METERS (49.39 FEET) ABOUT WEST OF
 LW0607'THE STATION, 14 FEET NORTH OF A TELEPHONE POLE BEARING THE NUMBER
 LW0607'4, AND ABOUT A FOOT EAST OF THE ROCK FENCE ON THE WESTERN SIDE OF
 LW0607'THE WARREN POINT ROAD.  IT IS IS STAMPED RICH NO 2 1940.
 LW0607
 LW0607                          STATION RECOVERY (1943)
 LW0607
 LW0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0607'0.8 MI SW FROM FORT CHURCH.
 LW0607'0.8 MILE SOUTHWEST ALONG MEETINGHOUSE ROAD FROM LITTLE COMPTON,
 LW0607'NEWPORT COUNTY, THENCE 2.5 MILES SOUTHEAST ALONG SAKONNET POINT
 LW0607'ROAD, 400 FEET SOUTH OF THE Y-JUNCTION OF WARREN POINT ROAD,
 LW0607'336 FEET SOUTH OF A STONE FENCE ON THE SIDE OF AN ENTRANCE
 LW0607'DRIVEWAY, IN A MEADOW INSIDE FORT CHURCH, 16 FEET EAST OF A STONE
 LW0607'FENCE ON THE EAST SIDE OF WARREN POINT ROAD, AND IN THE TOP OF
 LW0607'A BOULDER PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  A 1/2-INCH
 LW0607'COPPER ROD.
 LW0607
 LW0607                          STATION RECOVERY (1962)
 LW0607
 LW0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 LW0607'THE STATION MARK AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.
 LW0607'R.M. 2 COULD NOT BE FOUND AFTER A THOROUGH SEARCH.  ITS POSITION
 LW0607'FALLS ALONG THE SHOULDER OF THE ROAD AND IT IS BELIEVED TO HAVE
 LW0607'BEEN DESTROYED.  THE DISTANCE TO R.M. 1 WAS VERIFIED.  THE
 LW0607'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 LW0607'
 LW0607'THE STATION MARK IS 25.4 FEET EAST OF SOUTHEAST END OF STONE WALL
 LW0607'(NORTHWEST SIDE OF DRIVE), 9.0 FEET SOUTHEAST OF THE CENTERLINE OF
 LW0607'DRIVEWAY ON PROPERTY OWNED BY BURNS RAFFERTY.
 LW0607'
 LW0607'R.M. 1 IS 62.5 FEET NORTHEAST OF THE CENTERLINE OF PAVED ROAD.
 LW0607'IT IS STAMPED RICH USE NO 1 1940 AND IS FLUSH WITH THE GROUND.
 LW0607
 LW0607                          STATION RECOVERY (1963)
 LW0607
 LW0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CHO)
 LW0607'STATION AND R.M. 1 WERE FOUND IN GOOD CONDITION.  R.M. 2 WAS
 LW0607'SEARCHED FOR BUT NOT FOUND.  STATION IS 47 FEET FROM TELEPHONE
 LW0607'POLE 4 AND 16 FEET E OF STONE FENCE ON EAST SIDE OF WARREN POINT
 LW0607'ROAD.  IT IS IN GRASSY AREA, 8.3 FEET S OF CENTER LINE OF DRIVEWAY
 LW0607'LEADING EASTERLY TO HOME OF MR. BURNS RAFFERTY.  THE MARK IS A
 LW0607'1/2-INCH COPPER BOLT, HAS A CENTER PUNCH ON ITS TOP SURFACE WHICH
 LW0607'IS ABOUT 1/4 INCH ABOVE OUTCROPPING BEDROCK AND FLUSH WITH GROUND
 LW0607'LEVEL.
 LW0607
 LW0607                          STATION RECOVERY (1969)
 LW0607
 LW0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2762 ***********************************************************************
 LW2762  DESIGNATION -  RICHARDS 1889
 LW2762  PID         -  LW2762
 LW2762  STATE/COUNTY-  RI/PROVIDENCE
 LW2762  USGS QUAD   -  PAWTUCKET (1975)
 LW2762
 LW2762                         *CURRENT SURVEY CONTROL
 LW2762  ___________________________________________________________________
 LW2762* NAD 83(1996)-  41 59 08.90410(N)    071 22 55.67169(W)     ADJUSTED  
 LW2762* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 LW2762  ___________________________________________________________________
 LW2762  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 LW2762  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LW2762
 LW2762  HORZ ORDER  -  THIRD
 LW2762
 LW2762.The horizontal coordinates were established by classical geodetic methods
 LW2762.and adjusted by the National Geodetic Survey in August 1998..
 LW2762
 LW2762.The orthometric height was scaled from a topographic map.
 LW2762
 LW2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2762
 LW2762.The geoid height was determined by GEOID03.
 LW2762
 LW2762;                    North         East     Units Scale Factor Converg.
 LW2762;SPC RI       -   100,238.628   109,767.644   MT  0.99999492   +0 04 43.9
 LW2762;SPC RI       -   328,866.23    360,129.35   sFT  0.99999492   +0 04 43.9
 LW2762;SPC MA M     -   859,499.582   209,767.423   MT  0.99997154   +0 04 45.0
 LW2762;SPC MA M     - 2,819,874.88    688,211.95   sFT  0.99997154   +0 04 45.0
 LW2762;UTM  19      - 4,650,945.315   302,667.667   MT  1.00007918   -1 35 38.5
 LW2762
 LW2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2762!SPC RI       -   0.99999378  x   0.99999492  =   0.99998870
 LW2762!SPC MA M     -   0.99999378  x   0.99997154  =   0.99996532
 LW2762!UTM  19      -   0.99999378  x   1.00007918  =   1.00007296
 LW2762
 LW2762|---------------------------------------------------------------------|
 LW2762| PID    Reference Object                     Distance      Geod. Az  |
 LW2762|                                                           dddmmss.s |
 LW2762| LW2761 NORTH ATTLEBORO COR 2 1889           97.784 METERS 14536     |
 LW2762| LW2767 BEAR HILL                           APPROX. 4.5 KM 1873705.9 |
 LW2762|---------------------------------------------------------------------|
 LW2762
 LW2762                          SUPERSEDED SURVEY CONTROL
 LW2762
 LW2762  NAD 83(1996)-  41 59 08.90407(N)    071 22 55.67171(W) AD(       ) 3
 LW2762  NAD 83(1992)-  41 59 08.90274(N)    071 22 55.67071(W) AD(       ) 3
 LW2762  NAD 83(1992)-  41 59 08.90272(N)    071 22 55.67074(W) AD(       ) 3
 LW2762  NAD 83(1986)-  41 59 08.90196(N)    071 22 55.66794(W) AD(       ) 3
 LW2762  NAD 27      -  41 59 08.54400(N)    071 22 57.46500(W) AD(       ) 3
 LW2762
 LW2762.Superseded values are not recommended for survey control.
 LW2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2762.See file dsdata.txt to determine how the superseded data were derived.
 LW2762
 LW2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0266850945(NAD 83)
 LW2762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW2762+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 LW2762
 LW2762  HISTORY     - Date     Condition        Report By
 LW2762  HISTORY     - 1889     MONUMENTED       CGS
 LW2762  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2762  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2762  HISTORY     - 20050403 GOOD             GEOCAC
 LW2762
 LW2762                          STATION DESCRIPTION
 LW2762
 LW2762'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (CHV)
 LW2762'STATION IS ON A KNOLL ABOUT 2-1/4 MILES W OF NORTH ATTLEBORO,
 LW2762'MASSACHUSETTS, 3/4 MILE ENE OF ARNOLD MILLS, AND 1/4 MILE N OF THE
 LW2762'HOUSE OF CALVIN RICHARDS.  THE STATION IS IN A LOT HAVING WALLS
 LW2762'ON THREE SIDES AND IS 31.7 METERS (104 FEET) FROM THE S WALL,
 LW2762'37.2 METERS (122 FEET) FROM THE E WALL, AND ABOUT 100 METERS N OF
 LW2762'THE JUNCTION OF WRENTHAM AND NORTH ATTLEBORO TOWNSHIPS WITH THE
 LW2762'STATE BOUNDARY LINE.  THE STATION MARK IS A DRILL HOLE IN A
 LW2762'ROCK ABOUT 1 FOOT HIGH.
 LW2762
 LW2762                          STATION RECOVERY (1934)
 LW2762
 LW2762'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2762'GENERAL DESCRIPTION IS CORRECT, EXCEPT THAT CALVIN RICHARDS
 LW2762'HOUSE HAS BEEN DESTROYED AND THE CELLAR HOLE FILLED IN.  THE
 LW2762'STATION IS IN A ROCK ABOUT 5 FEET SQUARE.  THE LOCALITY IS
 LW2762'HEAVILY WOODED AT PRESENT.  THE INTERSECTION OF THE TOWN LINE
 LW2762'BETWEEN WRENTHAM AND NORTH ATTLEBORO WITH THE STATE LINE IS
 LW2762'MARKED BY A GRANITE MONUMENT STANDING 4 FEET OUT OF GROUND.  THE
 LW2762'DISTANCE FROM THIS MONUMENT TO THE STATION RICHARDS IS ABOUT
 LW2762'336.2 FEET.  THIS MONUMENT MAY BE FOUND BY STARTING AT
 LW2762'THE INTERSECTION OF THE ROAD GOING NORTHERLY FROM VALLEY FALLS
 LW2762'TO DIAMOND HILL, KNOWN AS DIAMOND HILL ROAD, WITH THE ROAD
 LW2762'GOING EASTERLY TO ARNOLDS MILLS, JUST SOUTH OF THE ARNOLDS
 LW2762'MILLS RESERVOIR OF THE PAWTUCKET WATER WORKS SYSTEM, AND
 LW2762'PROCEEDING EASTERLY FROM SAID INTERSECTION 1.15 MILES, FORK
 LW2762'LEFT AND CONTINUE ALONG THE ROAD NORTHEASTERLY 0.75 MILE TO
 LW2762'WHERE A STONE WALL RUNS NORTHERLY FROM THE ROAD.  THE STATE LINE
 LW2762'MONUMENT STANDS JUST W OF THE WALL AT A DISTANCE OF ABOUT 725
 LW2762'FEET FROM SAID ROAD.  CONTINUING N WITH SAID WALL ABOUT 137
 LW2762'FEET TO ITS INTERSECTION WITH ANOTHER WALL AND GOING WESTERLY
 LW2762'FROM SAID INTERSECTION ABOUT 66 FEET ONE FINDS THE INTERSECTION
 LW2762'OF THE S AND E WALLS MENTIONED IN THE ORIGINAL
 LW2762'DESCRIPTION.  THE STATE LINE MONUMENT NOTED IS KNOWN IN THE
 LW2762'TRIANGULATION MANUAL AS NORTH ATTLEBORO CORNER NO.2, 1889 AND HAS
 LW2762'EVIDENTLY BEEN RELOCATED AS THE GIVEN DISTANCE TO RICHARDS IS
 LW2762'97.8 METERS (320.87 FEET) WHICH IS FOUND TO BE ABOUT 15 FEET IN
 LW2762'ERROR AS NOTED ABOVE.  THE RHODE ISLAND STATE LINE WAS RELOCATED
 LW2762'IN SOME PLACES IN 1898, AND POSSIBLY HERE.
 LW2762
 LW2762                          STATION RECOVERY (1935)
 LW2762
 LW2762'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2762'THE STATION IS IN EXCELLENT CONDITION AND MARKED AS DESCRIBED.
 LW2762'
 LW2762'THE DRILL HOLE IS 1/2 INCH DIAMETER AND 1 INCH DEEP.  THE ROCK
 LW2762'IS EXPOSED ABOUT 4 FEET IN DIAMETER AND ON TOP OF THE ROCK IS A PILE
 LW2762'OF STONES.
 LW2762'
 LW2762'THE STATION IS ON TOP OF A SMALL KNOLL IN THE WOODS AT THE
 LW2762'DISTANCES FROM THE TWO STONE WALLS AS GIVEN IN THE DESCRIPTION.  IT
 LW2762'IS ABOUT 100 METERS N OF THE 10 BY 12 GRANITE MONUMENT MORE
 LW2762'FULLY DESCRIBED IN THE RECOVERY NOTE FOR STATION NORTH ATTLEBORO
 LW2762'CORNER NO.2, AND WHICH MARKS THE BOUNDARY BETWEEN MASSACHUSETTS
 LW2762'AND RHODE ISLAND.
 LW2762'
 LW2762'THE STATION IS ON LAND BELONGING TO THE CITY OF PAWTUCKET, NOT
 LW2762'FAR E OF THAT MUNICIPALITYS RESERVOIR.
 LW2762'
 LW2762'DIRECTIONS FOR REACHING THE STATION--LEAVE DIAMOND HILL ROAD
 LW2762'(STATE HIGHWAY 114) ABOUT 6 MILES N OF VALLEY FALLS, GO E ON A
 LW2762'MACADAM ROAD WHICH PASSES THROUGH ARNOLD MILLS.  AT A POINT 0.1
 LW2762'MILE E OF THE BRIDGE OVER ABBOTT RUN, TURN NE AND GO 0.6 MILE TO
 LW2762'THE STATE LINE MARKED BY A SMALL GRANITE MONUMENT ON THE NW SIDE
 LW2762'OF THE ROAD.  ABOUT 0.1 MILE E OF THE STATE LINE TURN INTO A
 LW2762'CART PATH THROUGH THE WOODS AND WALK ABOUT 0.2 MILE TO THE
 LW2762'STATION.
 LW2762
 LW2762                          STATION RECOVERY (2005)
 LW2762
 LW2762'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW2762'THE PILE OF STONES IS NO LONGER THERE. THER WAS SOME SOME YELLOW PAINT
 LW2762'VISABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1639 ***********************************************************************
 LW1639  DESIGNATION -  RICHMOND 2
 LW1639  PID         -  LW1639
 LW1639  STATE/COUNTY-  RI/WASHINGTON
 LW1639  USGS QUAD   -  HOPE VALLEY (1975)
 LW1639
 LW1639                         *CURRENT SURVEY CONTROL
 LW1639  ___________________________________________________________________
 LW1639* NAD 83(1996)-  41 30 04.58795(N)    071 39 21.49328(W)     ADJUSTED  
 LW1639* NAVD 88     -        60.95   (+/-2cm)     200.0    (feet)  VERTCON   
 LW1639  ___________________________________________________________________
 LW1639  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 LW1639  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW1639
 LW1639  HORZ ORDER  -  SECOND
 LW1639  VERT ORDER  -  THIRD ? (See Below)
 LW1639
 LW1639.The horizontal coordinates were established by classical geodetic methods
 LW1639.and adjusted by the National Geodetic Survey in August 1998..
 LW1639.No horizontal observational check was made to the station.
 LW1639
 LW1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW1639.The vertical order pertains to the NGVD 29 superseded value.
 LW1639
 LW1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1639
 LW1639.The geoid height was determined by GEOID03.
 LW1639
 LW1639;                    North         East     Units Scale Factor Converg.
 LW1639;SPC RI       -    46,427.811    86,977.408   MT  0.99999584   -0 06 12.1
 LW1639;SPC RI       -   152,321.91    285,358.38   sFT  0.99999584   -0 06 12.1
 LW1639;UTM  19      - 4,597,811.664   278,319.886   MT  1.00020480   -1 45 38.4
 LW1639
 LW1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1639!SPC RI       -   0.99999520  x   0.99999584  =   0.99999104
 LW1639!UTM  19      -   0.99999520  x   1.00020480  =   1.00020000
 LW1639
 LW1639|---------------------------------------------------------------------|
 LW1639| PID    Reference Object                     Distance      Geod. Az  |
 LW1639|                                                           dddmmss.s |
 LW1639| LW1405 RICHMOND RM 1                         0.928 METERS 08606     |
 LW1639| LW1406 RICHMOND RM 2                        18.555 METERS 21330     |
 LW1639| LW1031 RICHMOND AZ MK                      APPROX. 0.6 KM 2523900.3 |
 LW1639| LW1404 RICHMOND                              9.094 METERS 28840     |
 LW1639|---------------------------------------------------------------------|
 LW1639
 LW1639                          SUPERSEDED SURVEY CONTROL
 LW1639
 LW1639  NAD 83(1992)-  41 30 04.58664(N)    071 39 21.49249(W) AD(       ) 2
 LW1639  NAD 83(1986)-  41 30 04.58549(N)    071 39 21.49305(W) AD(       ) 2
 LW1639  NAD 27      -  41 30 04.22590(N)    071 39 23.25890(W) AD(       ) 2
 LW1639  NGVD 29 (07/19/86)   61.22   (m)          200.9    (f) LEVELING    3  
 LW1639
 LW1639.Superseded values are not recommended for survey control.
 LW1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1639.See file dsdata.txt to determine how the superseded data were derived.
 LW1639
 LW1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7832097812(NAD 83)
 LW1639_MARKER: DS = TRIANGULATION STATION DISK
 LW1639_SETTING: 80 = SET IN A BOULDER
 LW1639_SP_SET: IN DRILL HOLE IN A BOULDER
 LW1639_STAMPING: RICHMOND 2 1979
 LW1639_MARK LOGO: NGS   
 LW1639_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1639+STABILITY: SURFACE MOTION
 LW1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1639+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW1639
 LW1639  HISTORY     - Date     Condition        Report By
 LW1639  HISTORY     - 1979     MONUMENTED       NGS
 LW1639  HISTORY     - 1979     GOOD             NGS
 LW1639  HISTORY     - 19890707 GOOD             RIGS
 LW1639  HISTORY     - 1990     GOOD             USPSQD
 LW1639  HISTORY     - 19971001 GOOD             USPSQD
 LW1639  HISTORY     - 20010807 GOOD             USPSQD
 LW1639  HISTORY     - 20060703 GOOD             USPSQD
 LW1639
 LW1639                          STATION DESCRIPTION
 LW1639
 LW1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW1639'THIS STATION WAS ESTABLISHED DUE TO RICHMOND 1969 BEING IN THE WAY
 LW1639'OF HIGHWAY CONSTRUCTION.
 LW1639'
 LW1639'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF WOODVILLE, 3 MILES
 LW1639'EAST OF HOPE VALLEY, 3 MILES NORTH OF CAROLINA, 2.5 MILES WEST OF
 LW1639'USQUEPAUG AND ON THE SOUTH SIDE OF STATE HIGHWAY 138.
 LW1639'
 LW1639'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1639'STATE HIGHWAY 138, ABOUT 0.5 MILE NORTHEAST OF HOPE VALLEY, GO
 LW1639'SOUTHEAST ON HIGHWAY 138 FOR 2 MILES TO THE JUNCTION OF STATE HIGHWAY
 LW1639'112 AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON HIGHWAY 138
 LW1639'FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 LW1639'
 LW1639'THE STATION MARK STAMPED---RICHMOND 2 1979---IS A STANDARD DISK
 LW1639'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES.  IT IS
 LW1639'158 FEET EAST OF THE CENTER OF A DRIVEWAY, 59 FEET SOUTH OF THE CENTER
 LW1639'OF HIGHWAY 138 AND 2 FEET NORTHWEST OF A METAL WITNESS POST.
 LW1639'
 LW1639'REFERENCE MARK 1 STAMPED---RICHMOND NO 1 1969---IS A STANDARD DISK
 LW1639'CEMENTED IN A DRILL HOLE IN A 3 BY 4 FEET BOULDER THAT PROJECTS 2
 LW1639'FEET.  IT IS 68 FEET SOUTH OF THE CENTER OF HIGHWAY 138, 9 FEET
 LW1639'SOUTHWEST OF A 8-INCH PINE TREE AND 3 FEET WEST OF A METAL WITNESS
 LW1639'POST.
 LW1639'
 LW1639'REFERENCE MARK 2 STAMPED---RICHMOND NO 2 1969---IS A STANDARD DISK
 LW1639'CEMENTED IN A DRILL HOLE IN A 4 BY 4 FEET BOULDER THAT PROJECTS 2
 LW1639'FEET.  IT IS 95 FEET SOUTH OF THE CENTER OF HIGHWAY 138, 90 FEET EAST
 LW1639'OF THE CENTER OF THE DRIVEWAY AND 3 FEET NORTHEAST OF A METAL WITNESS
 LW1639'POST.
 LW1639'
 LW1639'THE AZIMUTH MARK STAMPED---RICHMOND 1969---IS A STANDARD DISK SET IN
 LW1639'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LW1639'GROUND SURFACE.  IT IS 64.5 FEET WEST OF POWERLINE POLE NUMBER 165,
 LW1639'47 FEET SOUTH OF THE CENTER OF HIGHWAY 138, 4 FEET NORTHWEST OF A
 LW1639'MULTI-TRUNKED OAK TREE AND 2.5 FEET EAST OF A METAL WITNESS POST.
 LW1639
 LW1639                          STATION RECOVERY (1979)
 LW1639
 LW1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LW1639'4.8 KM (3.0 MI) EAST FROM HOPE VALLEY.
 LW1639'FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 95 AND
 LW1639'STATE HIGHWAY 138, ABOUT 0.8 KM (0.5 MI) NORTHEAST OF HOPE VALLEY, GO
 LW1639'SOUTHEAST ON HIGHWAY 138 FOR 3.2 KM (2.0 MI) TO THE JUNCTION OF STATE
 LW1639'HIGHWAY 112, CONTINUE EAST ON HIGHWAY 138 FOR 0.6 KM (0.35 MI) TO
 LW1639'MARK ON THE RIGHT, IN A BOULDER THAT PROJECTS 10 INCHES, 48.2 METERS
 LW1639'(158.0 FT) EAST OF THE CENTER OF A DRIVEWAY, AND 18.0 METERS (59.0 FT)
 LW1639'SOUTH OF THE CENTER OF HIGHWAY 138.
 LW1639'THE MARK IS 2.0 FT  NW FROM A WITNESS POST.
 LW1639'THE MARK IS 8.0 FT ABOVE HIGHWAY.
 LW1639
 LW1639                          STATION RECOVERY (1989)
 LW1639
 LW1639'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1639'RECOVERED IN GOOD CONDITION.
 LW1639
 LW1639                          STATION RECOVERY (1990)
 LW1639
 LW1639'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1639'RECOVERED IN GOOD CONDITION.
 LW1639
 LW1639                          STATION RECOVERY (1997)
 LW1639
 LW1639'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1639'RECOVERED IN GOOD CONDITION.
 LW1639
 LW1639                          STATION RECOVERY (2001)
 LW1639
 LW1639'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1639'RECOVERED IN GOOD CONDITION.
 LW1639
 LW1639                          STATION RECOVERY (2006)
 LW1639
 LW1639'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1031 ***********************************************************************
 LW1031  DESIGNATION -  RICHMOND AZ MK
 LW1031  PID         -  LW1031
 LW1031  STATE/COUNTY-  RI/WASHINGTON
 LW1031  USGS QUAD   -  CAROLINA (1970)
 LW1031
 LW1031                         *CURRENT SURVEY CONTROL
 LW1031  ___________________________________________________________________
 LW1031* NAD 83(1996)-  41 29 59.23738(N)    071 39 44.27112(W)     ADJUSTED  
 LW1031* NAVD 88     -        43.914  (meters)     144.07   (feet)  ADJUSTED  
 LW1031  ___________________________________________________________________
 LW1031  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 LW1031  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW1031  DYNAMIC HT  -          43.899 (meters)     144.03  (feet)  COMP
 LW1031  MODELED GRAV-     980,271.5   (mgal)                       NAVD 88
 LW1031
 LW1031  HORZ ORDER  -  SECOND
 LW1031  VERT ORDER  -  SECOND    CLASS 0
 LW1031
 LW1031.The horizontal coordinates were established by classical geodetic methods
 LW1031.and adjusted by the National Geodetic Survey in August 1998..
 LW1031
 LW1031.The orthometric height was determined by differential leveling
 LW1031.and adjusted by the National Geodetic Survey in June 1991..
 LW1031
 LW1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1031
 LW1031.The geoid height was determined by GEOID03.
 LW1031
 LW1031.The dynamic height is computed by dividing the NAVD 88
 LW1031.geopotential number by the normal gravity value computed on the
 LW1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1031.degrees latitude (g = 980.6199 gals.).
 LW1031
 LW1031.The modeled gravity was interpolated from observed gravity values.
 LW1031
 LW1031;                    North         East     Units Scale Factor Converg.
 LW1031;SPC RI       -    46,263.713    86,448.816   MT  0.99999601   -0 06 27.1
 LW1031;SPC RI       -   151,783.53    283,624.16   sFT  0.99999601   -0 06 27.1
 LW1031;UTM  19      - 4,597,662.892   277,786.657   MT  1.00020771   -1 45 53.3
 LW1031
 LW1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1031!SPC RI       -   0.99999787  x   0.99999601  =   0.99999388
 LW1031!UTM  19      -   0.99999787  x   1.00020771  =   1.00020558
 LW1031
 LW1031                          SUPERSEDED SURVEY CONTROL
 LW1031
 LW1031  NAD 83(1992)-  41 29 59.23601(N)    071 39 44.27030(W) AD(       ) 2
 LW1031  NAD 83(1986)-  41 29 59.23504(N)    071 39 44.27094(W) AD(       ) 2
 LW1031  NGVD 29 (??/??/92)   44.185  (m)          144.96   (f) ADJ UNCH    2 0
 LW1031
 LW1031.Superseded values are not recommended for survey control.
 LW1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1031.See file dsdata.txt to determine how the superseded data were derived.
 LW1031
 LW1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7778797663(NAD 83)
 LW1031_MARKER: DZ = AZIMUTH MARK DISK
 LW1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1031_SP_SET: CONCRETE POST
 LW1031_STAMPING: RICHMOND 1969
 LW1031_MARK LOGO: CGS   
 LW1031_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1031+STABILITY: SURFACE MOTION
 LW1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1031+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW1031
 LW1031  HISTORY     - Date     Condition        Report By
 LW1031  HISTORY     - 1969     MONUMENTED       CGS
 LW1031  HISTORY     - 1988     GOOD             USPSQD
 LW1031  HISTORY     - 1989     GOOD             USPSQD
 LW1031  HISTORY     - 1989     GOOD             USPSQD
 LW1031  HISTORY     - 19890707 GOOD             RIGS
 LW1031  HISTORY     - 20010807 GOOD             USPSQD
 LW1031  HISTORY     - 20040419 GOOD             USPSQD
 LW1031  HISTORY     - 20060630 GOOD             USPSQD
 LW1031
 LW1031                          STATION DESCRIPTION
 LW1031
 LW1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1031'3 MI NE FROM HOPE VALLEY.
 LW1031'ABOUT 3.0 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE
 LW1031'BAPTIST CHURCH AT HOPE VALLEY, ABOUT 0.1 MILE NORTHWEST ALONG
 LW1031'STATE HIGHWAY 112 FROM THE RICHMOND TOWN HALL, AT THE JUNCTION
 LW1031'OF STATE HIGHWAY 138 AND THE WEST LEG OF STATE HIGHWAY 112,
 LW1031'ACROSS THE HIGHWAY FROM THE RICHMOND SCHOOL, ALONG THE NORTHEAST
 LW1031'EDGE OF A LARGE GOLF COURSE, 49 FEET SOUTHWEST OF THE CENTER
 LW1031'LINE OF STATE HIGHWAY 138, 5 FEET NORTH OF A 36 INCH OAK TREE,
 LW1031'2.4 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 LW1031'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 LW1031'ABOVE THE LEVEL OF THE GROUND.
 LW1031
 LW1031                          STATION RECOVERY (1988)
 LW1031
 LW1031'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1031'RECOVERED IN GOOD CONDITION.
 LW1031
 LW1031                          STATION RECOVERY (1989)
 LW1031
 LW1031'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1031'RECOVERED IN GOOD CONDITION.
 LW1031
 LW1031                          STATION RECOVERY (1989)
 LW1031
 LW1031'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1031'RECOVERED IN GOOD CONDITION.
 LW1031
 LW1031                          STATION RECOVERY (1989)
 LW1031
 LW1031'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1031'RECOVERED IN GOOD CONDITION.
 LW1031
 LW1031                          STATION RECOVERY (2001)
 LW1031
 LW1031'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1031'RECOVERED IN GOOD CONDITION.
 LW1031
 LW1031                          STATION RECOVERY (2004)
 LW1031
 LW1031'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1031'RECOVERED IN GOOD CONDITION.
 LW1031
 LW1031                          STATION RECOVERY (2006)
 LW1031
 LW1031'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1405 ***********************************************************************
 LW1405  DESIGNATION -  RICHMOND RM 1
 LW1405  PID         -  LW1405
 LW1405  STATE/COUNTY-  RI/WASHINGTON
 LW1405  USGS QUAD   -  HOPE VALLEY (1975)
 LW1405
 LW1405                         *CURRENT SURVEY CONTROL
 LW1405  ___________________________________________________________________
 LW1405* NAD 83(1986)-  41 30 04.     (N)    071 39 21.     (W)     SCALED    
 LW1405* NAVD 88     -        60.747  (meters)     199.30   (feet)  ADJUSTED  
 LW1405  ___________________________________________________________________
 LW1405  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW1405  DYNAMIC HT  -          60.725 (meters)     199.23  (feet)  COMP
 LW1405  MODELED GRAV-     980,270.3   (mgal)                       NAVD 88
 LW1405
 LW1405  VERT ORDER  -  SECOND    CLASS 0
 LW1405
 LW1405.The horizontal coordinates were scaled from a topographic map and have
 LW1405.an estimated accuracy of +/- 6 seconds.
 LW1405
 LW1405.The orthometric height was determined by differential leveling
 LW1405.and adjusted by the National Geodetic Survey in June 1991..
 LW1405
 LW1405.The geoid height was determined by GEOID03.
 LW1405
 LW1405.The dynamic height is computed by dividing the NAVD 88
 LW1405.geopotential number by the normal gravity value computed on the
 LW1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1405.degrees latitude (g = 980.6199 gals.).
 LW1405
 LW1405.The modeled gravity was interpolated from observed gravity values.
 LW1405
 LW1405;                    North         East    Units  Estimated Accuracy
 LW1405;SPC RI       -    46,410.       86,990.      MT  (+/- 180 meters Scaled)
 LW1405
 LW1405                          SUPERSEDED SURVEY CONTROL
 LW1405
 LW1405  NGVD 29 (??/??/92)   61.018  (m)          200.19   (f) ADJ UNCH    2 0
 LW1405
 LW1405.Superseded values are not recommended for survey control.
 LW1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1405.See file dsdata.txt to determine how the superseded data were derived.
 LW1405
 LW1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF783977(NAD 83)
 LW1405_MARKER: DR = REFERENCE MARK DISK
 LW1405_SETTING: 80 = SET IN A BOULDER
 LW1405_SP_SET: BOULDER
 LW1405_STAMPING: RICHMOND NO 1 1969
 LW1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1405+STABILITY: SURFACE MOTION
 LW1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1405+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW1405
 LW1405  HISTORY     - Date     Condition        Report By
 LW1405  HISTORY     - 1969     MONUMENTED       CGS
 LW1405  HISTORY     - 1979     GOOD             NGS
 LW1405  HISTORY     - 1988     GOOD             USPSQD
 LW1405  HISTORY     - 19901121 GOOD             USPSQD
 LW1405  HISTORY     - 19971001 GOOD             USPSQD
 LW1405  HISTORY     - 20010807 GOOD             USPSQD
 LW1405  HISTORY     - 20060703 GOOD             USPSQD
 LW1405
 LW1405                          STATION DESCRIPTION
 LW1405
 LW1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1405'3.4 MI NE FROM HOPE VALLEY.
 LW1405'ABOUT 3.35 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE
 LW1405'FIRST BAPTISH CHURCH AT HOPE VALLEY, 59.1 FEET EAST-SOUTHEAST
 LW1405'OF THE STATION MARK DESCRIBED, 68 FEET SOUTH OF THE CENTER
 LW1405'LINE OF THE HIGHWAY, SET IN THE TOP OF A BURIED BOULDER WHICH
 LW1405'IS 3 FEET LONG-4 FEET WIDE AND PROJECTS 2 FEET ABOVE THE LEVEL
 LW1405'OF THE GROUND, 2.8 FEET WEST OF A METAL WITNESS POST AND 8
 LW1405'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1405
 LW1405                          STATION RECOVERY (1979)
 LW1405
 LW1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LW1405'RECOVERED IN GOOD CONDITION.
 LW1405
 LW1405                          STATION RECOVERY (1988)
 LW1405
 LW1405'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1405'RECOVERED IN GOOD CONDITION.
 LW1405
 LW1405                          STATION RECOVERY (1990)
 LW1405
 LW1405'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1405'RECOVERED IN GOOD CONDITION.
 LW1405
 LW1405                          STATION RECOVERY (1997)
 LW1405
 LW1405'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1405'RECOVERED IN GOOD CONDITION.
 LW1405
 LW1405                          STATION RECOVERY (2001)
 LW1405
 LW1405'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1405'RECOVERED IN GOOD CONDITION.
 LW1405
 LW1405                          STATION RECOVERY (2006)
 LW1405
 LW1405'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1406 ***********************************************************************
 LW1406  DESIGNATION -  RICHMOND RM 2
 LW1406  PID         -  LW1406
 LW1406  STATE/COUNTY-  RI/WASHINGTON
 LW1406  USGS QUAD   -  HOPE VALLEY (1975)
 LW1406
 LW1406                         *CURRENT SURVEY CONTROL
 LW1406  ___________________________________________________________________
 LW1406* NAD 83(1986)-  41 30 04.     (N)    071 39 21.     (W)     SCALED    
 LW1406* NAVD 88     -        60.496  (meters)     198.48   (feet)  ADJUSTED  
 LW1406  ___________________________________________________________________
 LW1406  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW1406  DYNAMIC HT  -          60.474 (meters)     198.41  (feet)  COMP
 LW1406  MODELED GRAV-     980,270.3   (mgal)                       NAVD 88
 LW1406
 LW1406  VERT ORDER  -  SECOND    CLASS 0
 LW1406
 LW1406.The horizontal coordinates were scaled from a topographic map and have
 LW1406.an estimated accuracy of +/- 6 seconds.
 LW1406
 LW1406.The orthometric height was determined by differential leveling
 LW1406.and adjusted by the National Geodetic Survey in June 1991..
 LW1406
 LW1406.The geoid height was determined by GEOID03.
 LW1406
 LW1406.The dynamic height is computed by dividing the NAVD 88
 LW1406.geopotential number by the normal gravity value computed on the
 LW1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1406.degrees latitude (g = 980.6199 gals.).
 LW1406
 LW1406.The modeled gravity was interpolated from observed gravity values.
 LW1406
 LW1406;                    North         East    Units  Estimated Accuracy
 LW1406;SPC RI       -    46,410.       86,990.      MT  (+/- 180 meters Scaled)
 LW1406
 LW1406                          SUPERSEDED SURVEY CONTROL
 LW1406
 LW1406  NGVD 29 (??/??/92)   60.767  (m)          199.37   (f) ADJ UNCH    2 0
 LW1406
 LW1406.Superseded values are not recommended for survey control.
 LW1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1406.See file dsdata.txt to determine how the superseded data were derived.
 LW1406
 LW1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF783977(NAD 83)
 LW1406_MARKER: DR = REFERENCE MARK DISK
 LW1406_SETTING: 80 = SET IN A BOULDER
 LW1406_SP_SET: BOULDER
 LW1406_STAMPING: RICHMOND NO 2 1969
 LW1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1406+STABILITY: SURFACE MOTION
 LW1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1406+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW1406
 LW1406  HISTORY     - Date     Condition        Report By
 LW1406  HISTORY     - 1969     MONUMENTED       CGS
 LW1406  HISTORY     - 1979     GOOD             NGS
 LW1406  HISTORY     - 1988     GOOD             USPSQD
 LW1406  HISTORY     - 19901121 GOOD             USPSQD
 LW1406  HISTORY     - 19971001 GOOD             USPSQD
 LW1406  HISTORY     - 20010807 GOOD             USPSQD
 LW1406  HISTORY     - 20060703 GOOD             USPSQD
 LW1406
 LW1406                          STATION DESCRIPTION
 LW1406
 LW1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1406'3.4 MI NE FROM HOPE VALLEY.
 LW1406'ABOUT 3.35 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE
 LW1406'FIRST BAPTIST CHURCH AT HOPE VALLEY, 60.5 FEET SOUTHWEST OF
 LW1406'THE STATION MARK DESCRIBED, 98 1/2 FEET SOUTH OF THE CENTER
 LW1406'LINE OF THE HIGHWAY, SET ON THE TOP OF A 4-FOOT BOULDER WHICH
 LW1406'PROJECTS 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 8
 LW1406'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1406
 LW1406                          STATION RECOVERY (1979)
 LW1406
 LW1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LW1406'RECOVERED IN GOOD CONDITION.
 LW1406
 LW1406                          STATION RECOVERY (1988)
 LW1406
 LW1406'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1406'RECOVERED IN GOOD CONDITION.
 LW1406
 LW1406                          STATION RECOVERY (1990)
 LW1406
 LW1406'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1406'RECOVERED IN GOOD CONDITION.
 LW1406
 LW1406                          STATION RECOVERY (1997)
 LW1406
 LW1406'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1406'RECOVERED IN GOOD CONDITION.
 LW1406
 LW1406                          STATION RECOVERY (2001)
 LW1406
 LW1406'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1406'RECOVERED IN GOOD CONDITION.
 LW1406
 LW1406                          STATION RECOVERY (2006)
 LW1406
 LW1406'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3255 ***********************************************************************
 LW3255  DESIGNATION -  RM IRON BOLT AT CHAPLIN 2 1969
 LW3255  PID         -  LW3255
 LW3255  STATE/COUNTY-  RI/WASHINGTON
 LW3255  USGS QUAD   -  ASHAWAY (1984)
 LW3255
 LW3255                         *CURRENT SURVEY CONTROL
 LW3255  ___________________________________________________________________
 LW3255* NAD 83(1996)-  41 29 15.95477(N)    071 46 46.33966(W)     ADJUSTED  
 LW3255* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 LW3255  ___________________________________________________________________
 LW3255  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 LW3255  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW3255
 LW3255  HORZ ORDER  -  SECOND
 LW3255
 LW3255.The horizontal coordinates were established by classical geodetic methods
 LW3255.and adjusted by the National Geodetic Survey in August 1998..
 LW3255.No horizontal observational check was made to the station.
 LW3255
 LW3255.The orthometric height was scaled from a topographic map.
 LW3255
 LW3255.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3255
 LW3255.The geoid height was determined by GEOID03.
 LW3255
 LW3255;                    North         East     Units Scale Factor Converg.
 LW3255;SPC RI       -    44,953.420    76,655.324   MT  1.00000045   -0 11 06.7
 LW3255;SPC RI       -   147,484.68    251,493.34   sFT  1.00000045   -0 11 06.7
 LW3255;SPC CT       -   225,535.339   385,842.607   MT  0.99998346   +0 38 36.5
 LW3255;SPC CT       -   739,943.86  1,265,885.29   sFT  0.99998346   +0 38 36.5
 LW3255;UTM  19      - 4,596,636.112   267,957.041   MT  1.00026267   -1 50 31.8
 LW3255
 LW3255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3255!SPC RI       -   0.99998474  x   1.00000045  =   0.99998519
 LW3255!SPC CT       -   0.99998474  x   0.99998346  =   0.99996820
 LW3255!UTM  19      -   0.99998474  x   1.00026267  =   1.00024740
 LW3255
 LW3255                          SUPERSEDED SURVEY CONTROL
 LW3255
 LW3255  NAD 83(1992)-  41 29 15.95354(N)    071 46 46.33893(W) AD(       ) 2
 LW3255  NAD 83(1986)-  41 29 15.95272(N)    071 46 46.33967(W) AD(       ) 2
 LW3255  NAD 27      -  41 29 15.59574(N)    071 46 48.09170(W) AD(       ) 2
 LW3255
 LW3255.Superseded values are not recommended for survey control.
 LW3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3255.See file dsdata.txt to determine how the superseded data were derived.
 LW3255
 LW3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6795796636(NAD 83)
 LW3255_MARKER: B = BOLT
 LW3255_SETTING: 66 = SET IN ROCK OUTCROP
 LW3255_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3255+STABILITY: POSITION/ELEVATION WELL
 LW3255
 LW3255  HISTORY     - Date     Condition        Report By
 LW3255  HISTORY     - 1969     MONUMENTED       CGS
 LW3255
 LW3255                          STATION DESCRIPTION
 LW3255
 LW3255'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW3255'CHAMPLIN 2 IS LOCATED ABOUT 4 MILES SOUTHWEST OF HOPE VALLEY,
 LW3255'3-1/2 MILES NORTHWEST OF WOODVILLE, 3 MILES SOUTHWEST OF
 LW3255'MOSCOW, 1-3/4 MILES NORTH OF HOPKINTON AND ON PROPERTY OWNED
 LW3255'BY AUSTIN ONEILL.
 LW3255'
 LW3255'TO REACH CHAMPLIN 2 FROM THE POST OFFICE IN HOPKINTON, GO
 LW3255'NORTHEASTERLY ON STATE HIGHWAY 3 FOR 0.05 MILE TO A Y FORK.  TAKE
 LW3255'THE LEFT FORK AND GO NORTHERLY ON ROCKY ROAD FOR 1.85 MILES TO
 LW3255'THE STATION ON THE LEFT AS DESCRIBED.
 LW3255'
 LW3255'RM (IRON BOLT) IS A 1 INCH ROUND IRON BOLT CEMENTED IN A DRILL
 LW3255'HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS 15 INCHES.  IT
 LW3255'IS 51 FEET WEST-NORTHWEST OF POWER POLE NUMBER 2664, 43.5
 LW3255'FEET WEST-SOUTHWEST OF THE CENTER OF ROCKY ROAD AND 19 FEET
 LW3255'NORTHWEST OF A ROCK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0908 ***********************************************************************
 LW0908  DESIGNATION -  ROAR
 LW0908  PID         -  LW0908
 LW0908  STATE/COUNTY-  RI/WASHINGTON
 LW0908  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0908
 LW0908                         *CURRENT SURVEY CONTROL
 LW0908  ___________________________________________________________________
 LW0908* NAD 83(1996)-  41 08 51.34960(N)    071 36 01.52439(W)     ADJUSTED  
 LW0908* LOCAL TIDAL -        29.285  (meters)      96.08   (feet)  ADJ UNCH  
 LW0908  ___________________________________________________________________
 LW0908  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 LW0908  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LW0908
 LW0908  HORZ ORDER  -  SECOND
 LW0908  VERT ORDER  -  SECOND    CLASS 0
 LW0908
 LW0908.The horizontal coordinates were established by classical geodetic methods
 LW0908.and adjusted by the National Geodetic Survey in August 1998..
 LW0908
 LW0908.The orthometric height was key entered from printed documents
 LW0908.and not key verified.
 LW0908
 LW0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0908
 LW0908.The geoid height was determined by GEOID03.
 LW0908
 LW0908;                    North         East     Units Scale Factor Converg.
 LW0908;SPC RI       -     7,141.704    91,569.783   MT  0.99999462   -0 03 57.9
 LW0908;SPC RI       -    23,430.74    300,425.20   sFT  0.99999462   -0 03 57.9
 LW0908;UTM  19      - 4,558,401.633   281,778.818   MT  1.00018612   -1 42 42.3
 LW0908
 LW0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0908!SPC RI       -   1.00000023  x   0.99999462  =   0.99999485
 LW0908!UTM  19      -   1.00000023  x   1.00018612  =   1.00018635
 LW0908
 LW0908|---------------------------------------------------------------------|
 LW0908| PID    Reference Object                     Distance      Geod. Az  |
 LW0908|                                                           dddmmss.s |
 LW0908| LW3106 2A USE 1943                          50.072 METERS 01115     |
 LW0908| LW0915 CHOICE                              462.377 METERS 0115444.3 |
 LW0908| LW3146 B 6/3 S 6/3 1943                     16.290 METERS 02152     |
 LW0908| LW3144 B 8/1 S 8/1 1943                     15.779 METERS 02329     |
 LW0908| CB8479 ROAR RM 1                            18.630 METERS 03647     |
 LW0908| LW0912 SOUTHWEST                           460.844 METERS 0463010.2 |
 LW0908| LW0911 BLACK                               371.753 METERS 06649     |
 LW0908|---------------------------------------------------------------------|
 LW0908
 LW0908                          SUPERSEDED SURVEY CONTROL
 LW0908
 LW0908  NAD 83(1996)-  41 08 51.34776(N)    071 36 01.52299(W) AD(       ) 2
 LW0908  NAD 83(1992)-  41 08 51.34759(N)    071 36 01.52317(W) AD(       ) 2
 LW0908  NAD 83(1992)-  41 08 51.34632(N)    071 36 01.52417(W) AD(       ) 2
 LW0908  NAD 83(1986)-  41 08 51.34372(N)    071 36 01.52538(W) AD(       ) 2
 LW0908  NAD 27      -  41 08 50.97800(N)    071 36 03.31200(W) AD(       ) 2
 LW0908
 LW0908.Superseded values are not recommended for survey control.
 LW0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0908.See file dsdata.txt to determine how the superseded data were derived.
 LW0908
 LW0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8177958402(NAD 83)
 LW0908_MARKER: DS = TRIANGULATION STATION DISK
 LW0908_SETTING: 80 = SET IN A BOULDER
 LW0908_SP_SET: BOULDER
 LW0908_STAMPING: ROAR 1943
 LW0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0908+STABILITY: SURFACE MOTION
 LW0908
 LW0908  HISTORY     - Date     Condition        Report By
 LW0908  HISTORY     - 1943     MONUMENTED       CGS
 LW0908  HISTORY     - 1943     GOOD             CGS
 LW0908
 LW0908                          STATION DESCRIPTION
 LW0908
 LW0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0908'STATION IS LOCATED ON THE S SIDE OF BLOCK ISLAND, AT SOUTHWEST
 LW0908'POINT.  IT IS 46.5 FT. SW OF THE SW CORNER OF THE FIRE CONTROL
 LW0908'BUILDING, AND ABOUT 18 FT. NE OF THE EDGE OF THE BLUFF.  IT IS A
 LW0908'STANDARD STATION DISK, STAMPED ROAR 1943 AND SET FLUSH WITH THE
 LW0908'GROUND.
 LW0908'
 LW0908'REFERENCE MARK 1 IS NE OF THE STATION.  IT IS A STANDARD DISK,
 LW0908'STAMPED ROAR NO 1 1943 AND SET IN A DRILL HOLE IN THE CONCRETE STEP
 LW0908'OF THE FIRE CONTROL BUILDING.
 LW0908'
 LW0908'MON. 2A (U.S.E.) IS N-NE OF THE STATION, AND 76.5 FT. N OF THE
 LW0908'NE CORNER OF THE FIRE CONTROL BUILDING.  IT IS A 1/2 IN. COPPER
 LW0908'PLUG SET IN THE TOP OF A 6- BY 6-IN. CONCRETE POST PROJECTING
 LW0908'ABOUT 6 IN. ABOVE GROUND.  THE TOP OF THE CONCRETE POST BEARS THE
 LW0908'LETTERS USED 1943.
 LW0908'
 LW0908'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LW0908
 LW0908                          STATION RECOVERY (1943)
 LW0908
 LW0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0908'AT BLOCK ISLAND.
 LW0908'ON BLOCK ISLAND, NEWPORT COUNTY, ON THE SOUTH SIDE OF THE ISLAND,
 LW0908'AT SOUTHWEST POINT, 46.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LW0908'OF THE FIRE-CONTROL BUILDING, 18 FEET NORTHEAST OF THE EDGE OF
 LW0908'THE BLUFF, AND IN THE TOP OF A BOULDER FLUSH WITH THE GROUND.  A
 LW0908'STANDARD TRIANGULATION-STATION DISK, STAMPED ROAR 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0907 ***********************************************************************
 LW0907  DESIGNATION -  ROAR RM 1
 LW0907  PID         -  LW0907
 LW0907  STATE/COUNTY-  RI/WASHINGTON
 LW0907  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0907
 LW0907                         *CURRENT SURVEY CONTROL
 LW0907  ___________________________________________________________________
 LW0907* NAD 83(1986)-  41 08 50.     (N)    071 36 01.     (W)     SCALED    
 LW0907* LOCAL TIDAL -        30.194  (meters)      99.06   (feet)  ADJ UNCH  
 LW0907  ___________________________________________________________________
 LW0907  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LW0907
 LW0907  VERT ORDER  -  SECOND    CLASS 0
 LW0907
 LW0907.The horizontal coordinates were scaled from a topographic map and have
 LW0907.an estimated accuracy of +/- 6 seconds.
 LW0907
 LW0907.The orthometric height was key entered from printed documents
 LW0907.and not key verified.
 LW0907
 LW0907.The geoid height was determined by GEOID03.
 LW0907
 LW0907;                    North         East    Units  Estimated Accuracy
 LW0907;SPC RI       -     7,100.       91,580.      MT  (+/- 180 meters Scaled)
 LW0907
 LW0907                          SUPERSEDED SURVEY CONTROL
 LW0907
 LW0907.No superseded survey control is available for this station.
 LW0907
 LW0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF817583(NAD 83)
 LW0907_MARKER: DR = REFERENCE MARK DISK
 LW0907_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0907_SP_SET: STEP
 LW0907_STAMPING: ROAR NO 1 1943
 LW0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0907
 LW0907  HISTORY     - Date     Condition        Report By
 LW0907  HISTORY     - 1943     MONUMENTED       CGS
 LW0907
 LW0907                          STATION DESCRIPTION
 LW0907
 LW0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0907'AT BLOCK ISLAND.
 LW0907'61.12 FEET NORTHEAST OF TRIANGULATION STATION ROAR DESCRIBED
 LW0907'ABOVE, AT THE FIRE-CONTROL BUILDING, AND IN THE CORNER OF THE
 LW0907'FIRST CONCRETE STEP.  A STANDARD REFERENCE-MARK DISK, STAMPED
 LW0907'ROAR NO 1 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3034 ***********************************************************************
 LW3034  DESIGNATION -  ROCK 1913
 LW3034  PID         -  LW3034
 LW3034  STATE/COUNTY-  RI/WASHINGTON
 LW3034  USGS QUAD   -  KINGSTON (1975)
 LW3034
 LW3034                         *CURRENT SURVEY CONTROL
 LW3034  ___________________________________________________________________
 LW3034* NAD 83(1996)-  41 22 23.61717(N)    071 32 20.92403(W)     ADJUSTED  
 LW3034* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW3034  ___________________________________________________________________
 LW3034  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 LW3034  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW3034
 LW3034  HORZ ORDER  -  THIRD
 LW3034
 LW3034.The horizontal coordinates were established by classical geodetic methods
 LW3034.and adjusted by the National Geodetic Survey in August 1998..
 LW3034
 LW3034.The orthometric height was scaled from a topographic map.
 LW3034
 LW3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3034
 LW3034.The geoid height was determined by GEOID03.
 LW3034
 LW3034;                    North         East     Units Scale Factor Converg.
 LW3034;SPC RI       -    32,195.642    96,725.150   MT  0.99999388   -0 01 33.1
 LW3034;SPC RI       -   105,628.54    317,339.10   sFT  0.99999388   -0 01 33.1
 LW3034;UTM  19      - 4,583,301.194   287,654.204   MT  1.00015495   -1 40 44.1
 LW3034
 LW3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3034!SPC RI       -   1.00000434  x   0.99999388  =   0.99999822
 LW3034!UTM  19      -   1.00000434  x   1.00015495  =   1.00015929
 LW3034
 LW3034:                Primary Azimuth Mark                     Grid Az
 LW3034:SPC RI       -  BREACHWAY USE 1909                       080 38 50.0
 LW3034:UTM  19      -  BREACHWAY USE 1909                       082 18 01.0
 LW3034
 LW3034|---------------------------------------------------------------------|
 LW3034| PID    Reference Object                     Distance      Geod. Az  |
 LW3034|                                                           dddmmss.s |
 LW3034| LW3011 BREACHWAY USE 1909                  APPROX. 2.1 KM 0803716.9 |
 LW3034| LW3013 HOUSE CHIMNEY                       APPROX. 2.3 KM 0824528.5 |
 LW3034| LW2917 EAST BREAKWATER LIGHT               APPROX. 4.2 KM 1122044.7 |
 LW3034| LW3050 POLE                                APPROX. 2.2 KM 1123432.7 |
 LW3034| LW2904 MAIN BREAKWATER EAST LIGHT          APPROX. 3.8 KM 1132641.3 |
 LW3034| LW3053 MAIN BREAKWATER WEST LIGHT          APPROX. 2.5 KM 1211351.5 |
 LW3034| LW3033 CHURCH CUPOLA                       172.584 METERS 31001     |
 LW3034|---------------------------------------------------------------------|
 LW3034
 LW3034                          SUPERSEDED SURVEY CONTROL
 LW3034
 LW3034  NAD 83(1996)-  41 22 23.61612(N)    071 32 20.92297(W) AD(       ) 3
 LW3034  NAD 83(1992)-  41 22 23.61581(N)    071 32 20.92330(W) AD(       ) 3
 LW3034  NAD 83(1992)-  41 22 23.61451(N)    071 32 20.92318(W) AD(       ) 3
 LW3034  NAD 83(1986)-  41 22 23.61395(N)    071 32 20.92313(W) AD(       ) 3
 LW3034  NAD 27      -  41 22 23.24700(N)    071 32 22.70000(W) AD(       ) 3
 LW3034
 LW3034.Superseded values are not recommended for survey control.
 LW3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3034.See file dsdata.txt to determine how the superseded data were derived.
 LW3034
 LW3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8765483301(NAD 83)
 LW3034_MARKER: H = DRILL HOLE
 LW3034_SETTING: 0 = UNSPECIFIED SETTING
 LW3034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3034
 LW3034  HISTORY     - Date     Condition        Report By
 LW3034  HISTORY     - 1913     MONUMENTED       CGS
 LW3034  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3034  HISTORY     - 1934     MARK NOT FOUND   CGS
 LW3034  HISTORY     - 1949     MARK NOT FOUND   CGS
 LW3034  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LW3034
 LW3034                          STATION DESCRIPTION
 LW3034
 LW3034'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW3034'STATION IS ON ROCKY POINT, ABOUT 1-1/2 MILES W OF POINT JUDITH
 LW3034'HARBOR OF REFUGE, ON THE FIRST SMALL BLUFF SW OF A POND, 46-1/2
 LW3034'FEET ABOUT SE OF THE S CORNER OF A SMALL COTTAGE AND 32 FEET S
 LW3034'OF A SMALL SHED OR BARN.  THE MARK IS A DRILL HOLE WITHIN A
 LW3034'TRIANGLE CUT ON A GRAY STONE, 7 BY 18 INCHES, SET ABOUT FLUSH
 LW3034'WITH THE SAND.
 LW3034
 LW3034                          STATION RECOVERY (1934)
 LW3034
 LW3034'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3034'DID NOT LOCATE THE STATION.
 LW3034'
 LW3034'FOUND A SMALL POND AT THE E END OF MATOONOC BEACH, AND A SMALL
 LW3034'BLUFF SW OF THE POND.  ON THIS BLUFF ARE SEVERAL COTTAGES ONE
 LW3034'OF WHICH IS MUCH OLDER THAN THE OTHERS.  ARTHUR SHERMAN, WHO LIVES
 LW3034'NEARBY, STATES THAT HE MADE OVER A BOATHOUSE INTO THIS COTTAGE,
 LW3034'AND THAT IT IS THE ONLY COTTAGE THAT WAS THERE 20 YEARS AGO.  HE
 LW3034'DOES NOT RECALL THE SMALL SHED OR BARN, NOR DOES HE EVER
 LW3034'REMEMBER SEEING THE 7- BY 18-INCH GRAY STONE.  HIS WIFE THINKS
 LW3034'THAT SHE HAS SEEN IT.  THE COTTAGE IS OWNED NOW BY DR. HOWARD
 LW3034'JOHNSON OF PROVIDENCE.
 LW3034'
 LW3034'A POINT 46-1/2 FEET SE OF THE CORNER OF THE COTTAGE IS ON THE
 LW3034'LAWN OF DR. MOURNIGHAN, OF PROVIDENCE.  HE DOES NOT RECALL EVER
 LW3034'HAVING SEEN THE STONE.  46-1/2 FEET SSE FALLS OVER THE EDGE OF
 LW3034'THE BLUFF.
 LW3034
 LW3034                          STATION RECOVERY (1934)
 LW3034
 LW3034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3034'THE BLUFF TO THE SW OF THE POND NOW HAS COTTAGES ON IT, AND THE
 LW3034'LAWNS HAVE BEEN GRADED.  THE STATION COULD NOT BE LOCATED, AS IT IS
 LW3034'PROBABLY COVERED WITH DIRT.
 LW3034
 LW3034                          STATION RECOVERY (1949)
 LW3034
 LW3034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 LW3034'VICINITY OF GEOGRAPHIC POSITION OF THIS STATION WAS
 LW3034'INVESTIGATED.  THE DESCRIPTION IS INADEQUATE FOR A RECOVERY
 LW3034'TODAY.  IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
 LW3034
 LW3034                          STATION RECOVERY (1984)
 LW3034
 LW3034'RECOVERY NOTE BY US POWER SQUADRON 1984 (AZ)
 LW3034'CANNOT LOCATE.  MUCH EROSION, FILLING, ETC., IN THE AREA.  ASSUME
 LW3034'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2322 ***********************************************************************
 LW2322  DESIGNATION -  ROCKY POINT OBSERVATORY
 LW2322  PID         -  LW2322
 LW2322  STATE/COUNTY-  RI/KENT
 LW2322  USGS QUAD   -  BRISTOL (1975)
 LW2322
 LW2322                         *CURRENT SURVEY CONTROL
 LW2322  ___________________________________________________________________
 LW2322* NAD 83(1996)-  41 41 19.54069(N)    071 22 00.09636(W)     ADJUSTED  
 LW2322* NAVD 88     -                                                        
 LW2322  ___________________________________________________________________
 LW2322  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 LW2322  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW2322
 LW2322  HORZ ORDER  -  THIRD
 LW2322
 LW2322.The horizontal coordinates were established by classical geodetic methods
 LW2322.and adjusted by the National Geodetic Survey in August 1998..
 LW2322
 LW2322
 LW2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2322
 LW2322.The geoid height was determined by GEOID03.
 LW2322
 LW2322;                    North         East     Units Scale Factor Converg.
 LW2322;SPC RI       -    67,247.831   111,098.138   MT  0.99999527   +0 05 19.2
 LW2322;SPC RI       -   220,628.93    364,494.47   sFT  0.99999527   +0 05 19.2
 LW2322;UTM  19      - 4,617,927.022   303,037.304   MT  1.00007742   -1 34 28.4
 LW2322
 LW2322                          SUPERSEDED SURVEY CONTROL
 LW2322
 LW2322  NAD 83(1996)-  41 41 19.54045(N)    071 22 00.09625(W) AD(       ) 4
 LW2322  NAD 83(1992)-  41 41 19.53904(N)    071 22 00.09541(W) AD(       ) 4
 LW2322  NAD 83(1992)-  41 41 19.53868(N)    071 22 00.09544(W) AD(       ) 4
 LW2322  NAD 83(1986)-  41 41 19.53906(N)    071 22 00.09478(W) AD(       ) 4
 LW2322  NAD 27      -  41 41 19.16100(N)    071 22 01.91500(W) AD(       ) 3
 LW2322
 LW2322.Superseded values are not recommended for survey control.
 LW2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2322.See file dsdata.txt to determine how the superseded data were derived.
 LW2322
 LW2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0303717927(NAD 83)
 LW2322
 LW2322  HISTORY     - Date     Condition        Report By
 LW2322  HISTORY     - UNK      MONUMENTED
 LW2322  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2322
 LW2322                          STATION DESCRIPTION
 LW2322
 LW2322'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2322'THIS STRUCTURE WAS DESTROYED SEVERAL YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2324 ***********************************************************************
 LW2324  DESIGNATION -  ROCKY POINT USE 1913
 LW2324  PID         -  LW2324
 LW2324  STATE/COUNTY-  RI/KENT
 LW2324  USGS QUAD   -  BRISTOL (1975)
 LW2324
 LW2324                         *CURRENT SURVEY CONTROL
 LW2324  ___________________________________________________________________
 LW2324* NAD 83(1996)-  41 41 29.69001(N)    071 21 48.44594(W)     ADJUSTED  
 LW2324* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2324  ___________________________________________________________________
 LW2324  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 LW2324  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW2324
 LW2324  HORZ ORDER  -  THIRD
 LW2324
 LW2324.The horizontal coordinates were established by classical geodetic methods
 LW2324.and adjusted by the National Geodetic Survey in August 1998..
 LW2324
 LW2324.The orthometric height was scaled from a topographic map.
 LW2324
 LW2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2324
 LW2324.The geoid height was determined by GEOID03.
 LW2324
 LW2324;                    North         East     Units Scale Factor Converg.
 LW2324;SPC RI       -    67,561.379   111,367.067   MT  0.99999534   +0 05 26.9
 LW2324;SPC RI       -   221,657.62    365,376.79   sFT  0.99999534   +0 05 26.9
 LW2324;UTM  19      - 4,618,232.656   303,315.242   MT  1.00007607   -1 34 21.0
 LW2324
 LW2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2324!SPC RI       -   1.00000377  x   0.99999534  =   0.99999911
 LW2324!UTM  19      -   1.00000377  x   1.00007607  =   1.00007984
 LW2324
 LW2324:                Primary Azimuth Mark                     Grid Az
 LW2324:SPC RI       -  CONIMICUT 2                              008 28 48.3
 LW2324:UTM  19      -  CONIMICUT 2                              010 08 36.2
 LW2324
 LW2324|---------------------------------------------------------------------|
 LW2324| PID    Reference Object                     Distance      Geod. Az  |
 LW2324|                                                           dddmmss.s |
 LW2324| LW2319 CONIMICUT 2                         APPROX. 2.9 KM 0083415.2 |
 LW2324| LW2363 BARRINGTON BEACH TOWER              APPROX. 5.8 KM 0514201.2 |
 LW2324| LW2311 WARREN BERKSHIRE MILLS STK          APPROX. 7.9 KM 0530418.8 |
 LW2324|---------------------------------------------------------------------|
 LW2324
 LW2324                          SUPERSEDED SURVEY CONTROL
 LW2324
 LW2324  NAD 83(1996)-  41 41 29.68974(N)    071 21 48.44582(W) AD(       ) 3
 LW2324  NAD 83(1992)-  41 41 29.68835(N)    071 21 48.44498(W) AD(       ) 3
 LW2324  NAD 83(1992)-  41 41 29.68800(N)    071 21 48.44504(W) AD(       ) 3
 LW2324  NAD 83(1986)-  41 41 29.68852(N)    071 21 48.44429(W) AD(       ) 3
 LW2324  NAD 27      -  41 41 29.32900(N)    071 21 50.27500(W) AD(       ) 3
 LW2324
 LW2324.Superseded values are not recommended for survey control.
 LW2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2324.See file dsdata.txt to determine how the superseded data were derived.
 LW2324
 LW2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0331518233(NAD 83)
 LW2324_MARKER: T = CHISELED TRIANGLE
 LW2324_SETTING: 66 = SET IN ROCK OUTCROP
 LW2324_SP_SET: ROCK LEDGE
 LW2324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2324+STABILITY: POSITION/ELEVATION WELL
 LW2324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2324+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LW2324
 LW2324  HISTORY     - Date     Condition        Report By
 LW2324  HISTORY     - UNK      MONUMENTED
 LW2324  HISTORY     - 1913     GOOD             CGS
 LW2324  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2324  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2324  HISTORY     - 19890707 GOOD             RIGS
 LW2324
 LW2324                          STATION DESCRIPTION
 LW2324
 LW2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2324'ON THE PROMINENT POINT OF THAT NAME ON THE E SIDE OF WARWICK
 LW2324'NECK, NARRAGANSETT BAY, ABOUT 3/4 MILE S OF WARWICK, AND 1-3/4 MILES
 LW2324'N OF THE SOUTHERN EXTREMITY OF THE NECK.  THE STATION WAS
 LW2324'ESTABLISHED BY THE U.S. ENGINEERS AND IS MARKED BY A DRILLED HOLE
 LW2324'WITHIN A TRIANGLE CUT IN THE TOP OF A LARGE BOULDER.  IT
 LW2324'SUPERSEDES THE OLD 1843 STATION OF THE U.S. COAST AND GEODETIC
 LW2324'SURVEY, WHICH WAS IN THE SAME VICINITY, BUT IS NOW LOST.
 LW2324
 LW2324                          STATION RECOVERY (1935)
 LW2324
 LW2324'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2324'FOUND THE STATION AS DESCRIBED.  THE BOULDER IS ON A BLUFF
 LW2324'OPPOSITE THE CENTER OF A PECULIAR FISH-TAIL FORMATION OF ROCK
 LW2324'WHICH PROJECTS OUT FROM THE SHORE INTO THE BAY.
 LW2324
 LW2324                          STATION RECOVERY (1956)
 LW2324
 LW2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2324'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2324'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION--
 LW2324'
 LW2324'THE STATION MARK IS ON TOP OF THE HIGHEST BOULDER ON THE POINT.
 LW2324
 LW2324                          STATION RECOVERY (1989)
 LW2324
 LW2324'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW2324'THE STATION IS LOCATED ABOUT 1.44 KM (0.90 MI) SOUTHEAST OF WARWICK
 LW2324'CENTER. OWNERSHIP--ROCKY POINT AMUSEMENT PARK.
 LW2324'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 117 AND 113, GO EAST
 LW2324'3.45 KM (2.15 MI) ON HIGHWAY 117 TO A ROAD RIGHT, TURN RIGHT, GO SOUTH
 LW2324'1.75 KM (1.10 MI) ON WARWICK AVENUE TO A SIDE ROAD LEFT, TURN LEFT, GO
 LW2324'EAST 0.56 KM (0.35 MI) ON ROCKY POINT AVENUE TO THE ENTRANCE TO ROCKY
 LW2324'POINT PARK, CONTINUE EAST 0.8 KM (0.50 MI) THROUGH THE PARK TO A
 LW2324'GRAVEL PARKING AREA ON THE RIGHT, TURN RIGHT AND GO 0.16 KM (0.10 MI)
 LW2324'TO THE NORTHEAST CORNER OF THE PARKING AREA AND A DIRT PATH ON THE
 LW2324'LEFT, TURN LEFT AND GO NORTHEAST 0.08 KM (0.05 MI) TO THE TOP OF A
 LW2324'GRASS AND LEDGE AREA.
 LW2324'THE STATION IS A DRILL HOLE SURROUNDED BY CHISLELED TRIANGLE SET INTO
 LW2324'LEDGE. IT IS 5.67 M (18.6 FT) SOUTHWEST FROM RIGS STATION WK 019
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3116 ***********************************************************************
 LW3116  DESIGNATION -  ROD
 LW3116  PID         -  LW3116
 LW3116  STATE/COUNTY-  RI/WASHINGTON
 LW3116  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3116
 LW3116                         *CURRENT SURVEY CONTROL
 LW3116  ___________________________________________________________________
 LW3116* NAD 83(1996)-  41 11 01.28901(N)    071 35 16.81669(W)     ADJUSTED  
 LW3116* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW3116  ___________________________________________________________________
 LW3116  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 LW3116  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW3116
 LW3116  HORZ ORDER  -  THIRD
 LW3116
 LW3116.The horizontal coordinates were established by classical geodetic methods
 LW3116.and adjusted by the National Geodetic Survey in August 1998..
 LW3116
 LW3116.The orthometric height was scaled from a topographic map.
 LW3116
 LW3116.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3116
 LW3116.The geoid height was determined by GEOID03.
 LW3116
 LW3116;                    North         East     Units Scale Factor Converg.
 LW3116;SPC RI       -    11,149.078    92,616.354   MT  0.99999442   -0 03 28.6
 LW3116;SPC RI       -    36,578.27    303,858.82   sFT  0.99999442   -0 03 28.6
 LW3116;UTM  19      - 4,562,378.036   282,940.303   MT  1.00017989   -1 42 17.3
 LW3116
 LW3116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3116!SPC RI       -   1.00000345  x   0.99999442  =   0.99999787
 LW3116!UTM  19      -   1.00000345  x   1.00017989  =   1.00018334
 LW3116
 LW3116|---------------------------------------------------------------------|
 LW3116| PID    Reference Object                     Distance      Geod. Az  |
 LW3116|                                                           dddmmss.s |
 LW3116| CB8485 ROD RM 2                             15.210 METERS 23219     |
 LW3116| LW3104 SANDY HILL                          APPROX. 0.8 KM 2802933.1 |
 LW3116| CB8484 ROD RM 1                             32.020 METERS 31444     |
 LW3116| LW3095 GT SALT POND BRKWTR OUT END LT      APPROX. 1.8 KM 3455643.9 |
 LW3116| LW3159 GT SALT POND BRKWTR IN END LT       APPROX. 1.4 KM 3531006.7 |
 LW3116| LW3103 BLOCK ISLAND CG FLAGPOLE            APPROX. 1.2 KM 3555525.9 |
 LW3116|---------------------------------------------------------------------|
 LW3116
 LW3116                          SUPERSEDED SURVEY CONTROL
 LW3116
 LW3116  NAD 83(1996)-  41 11 01.28714(N)    071 35 16.81540(W) AD(       ) 3
 LW3116  NAD 83(1992)-  41 11 01.28708(N)    071 35 16.81552(W) AD(       ) 3
 LW3116  NAD 83(1992)-  41 11 01.28612(N)    071 35 16.81639(W) AD(       ) 3
 LW3116  NAD 83(1986)-  41 11 01.28676(N)    071 35 16.81567(W) AD(       ) 3
 LW3116  NAD 27      -  41 11 00.91800(N)    071 35 18.60600(W) AD(       ) 3
 LW3116
 LW3116.Superseded values are not recommended for survey control.
 LW3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3116.See file dsdata.txt to determine how the superseded data were derived.
 LW3116
 LW3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8294062378(NAD 83)
 LW3116_MARKER: U = CONCRETE POST
 LW3116_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 LW3116_SP_SET: OBJECT IMBEDDED IN GROUND
 LW3116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3116
 LW3116  HISTORY     - Date     Condition        Report By
 LW3116  HISTORY     - 1941     MONUMENTED       CGS
 LW3116  HISTORY     - 1954     GOOD             CGS
 LW3116
 LW3116                          STATION DESCRIPTION
 LW3116
 LW3116'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HCW)
 LW3116'STATION IS IN THE NORTH CENTRAL PART OF BLOCK ISLAND.  IT IS ON
 LW3116'THE BROW OF A PROMINENT HILL SOUTH OF THE ROAD LEADING TO THE
 LW3116'COAST GUARD STATION ON THE PROPERTY OF AND OPPOSITE THE HOME OF
 LW3116'MR. R. P. CHAMPLIN, A LARGE WHITE SHINGLE HOUSE.  AT THE STATION
 LW3116'THE INSIDE SOUTHERN POINT OF THE HARBOR ENTRANCE AND THE OUTSIDE
 LW3116'NORTHERN POINT ARE ALMOST ON RANGE AND THE INSHORE END OF
 LW3116'CHAMPLINS YACHT DOCK AND THE OUTER END OF THE STEAMBOAT DOCK ARE
 LW3116'ON RANGE.  BEACON HILL IS ON RANGE WITH APPARENT CENTER
 LW3116'OF RODMANS POND AS SEEN FROM THE STATION.  STATION AND
 LW3116'REFERENCE MARKS ARE CONCRETE POSTS 10 IN X 3 FEET DEEP, AND
 LW3116'PROJECTING 2 IN ABOVE THE GROUND SURFACE.  R.M. NO. 1 IS ON
 LW3116'THE BROW OF A KNOLL TOWARDS MONTAUK POINT FROM THE STATION AND
 LW3116'ABOUT 10 FEET LOWER.  R.M. NO. 2 IS DIRECTLY AWAY FROM THE ROAD
 LW3116'FROM THE STATION ALONG THE SAME RIDGE AND IS SLIGHTLY LOWER.
 LW3116'
 LW3116'HEIGHT OF LIGHT ABOVE STATION MARK 0 METER.
 LW3116
 LW3116                          STATION RECOVERY (1954)
 LW3116
 LW3116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FBQ)
 LW3116'STATION IS IN THE N CENTRAL PART OF BLOCK ISLAND.  IT IS ON THE
 LW3116'BROW OF A PROMINENT HILL, S OF THE ROAD LEADING TO THE COAST
 LW3116'GUARD STATION, ON THE PROPERTY OF AND OPPOSITE THE HOME OF
 LW3116'MR. R. P. CHAMPLIN (A LARGE WHITE SHINGLE HOUSE).  AT THE STATION,
 LW3116'THE INSIDE S POINT OF THE HARBOR ENTRANCE AND THE OUTSIDE N POINT
 LW3116'ARE ALMOST ON RANGE, AND THE INSHORE END OF CHAMPLINS YACHT DOCK
 LW3116'AND THE OUTER END OF THE STEAMBOAT DOCK ARE ON RANGE.  BEACON
 LW3116'HILL IS ON RANGE WITH THE APPARENT CENTER OF RODMANS POND AS
 LW3116'SEEN FROM THE STATION.  STATION AND REFERENCE MARKS ARE
 LW3116'CONCRETE POSTS 10-IN. BY 3-FT. DEEP, AND PROJECTING 2 IN. ABOVE
 LW3116'THE GROUND SURFACE.  REFERENCE MARK 1 IS ON THE BROW OF A
 LW3116'KNOLL TOWARDS MONTAUK POINT FROM THE STATION AND ABOUT 10
 LW3116'FT.  LOWER.  REFERENCE MARK 2 IS DIRECTLY AWAY FROM THE
 LW3116'ROAD FROM THE STATION ALONG THE SAME RIDGE AND IS SLIGHTLY
 LW3116'LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2515 ***********************************************************************
 LW2515  DESIGNATION -  ROME 1912
 LW2515  PID         -  LW2515
 LW2515  STATE/COUNTY-  RI/WASHINGTON
 LW2515  USGS QUAD   -  WICKFORD (1995)
 LW2515
 LW2515                         *CURRENT SURVEY CONTROL
 LW2515  ___________________________________________________________________
 LW2515* NAD 83(1996)-  41 32 51.14667(N)    071 25 29.00109(W)     ADJUSTED  
 LW2515* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW2515  ___________________________________________________________________
 LW2515  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 LW2515  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW2515
 LW2515  HORZ ORDER  -  SECOND
 LW2515
 LW2515.The horizontal coordinates were established by classical geodetic methods
 LW2515.and adjusted by the National Geodetic Survey in August 1998..
 LW2515
 LW2515.The orthometric height was scaled from a topographic map.
 LW2515
 LW2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2515
 LW2515.The geoid height was determined by GEOID03.
 LW2515
 LW2515;                    North         East     Units Scale Factor Converg.
 LW2515;SPC RI       -    51,557.294   106,280.743   MT  0.99999424   +0 02 59.7
 LW2515;SPC RI       -   169,150.89    348,689.40   sFT  0.99999424   +0 02 59.7
 LW2515;UTM  19      - 4,602,381.221   297,766.643   MT  1.00010333   -1 36 31.4
 LW2515
 LW2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2515!SPC RI       -   1.00000413  x   0.99999424  =   0.99999837
 LW2515!UTM  19      -   1.00000413  x   1.00010333  =   1.00010746
 LW2515
 LW2515:                Primary Azimuth Mark                     Grid Az
 LW2515:SPC RI       -  FOX                                      038 26 18.7
 LW2515:UTM  19      -  FOX                                      040 05 49.8
 LW2515
 LW2515|---------------------------------------------------------------------|
 LW2515| PID    Reference Object                     Distance      Geod. Az  |
 LW2515|                                                           dddmmss.s |
 LW2515| LW2505 FOX                                 APPROX. 1.0 KM 0382918.4 |
 LW2515| LW2484 WICKFORD NORTH KINGSTOWN SPIPE      APPROX. 4.4 KM 3130913.0 |
 LW2515| LW2501 CAMP THOMAS EAST TANK               APPROX. 6.4 KM 3523536.2 |
 LW2515|---------------------------------------------------------------------|
 LW2515
 LW2515                          SUPERSEDED SURVEY CONTROL
 LW2515
 LW2515  NAD 83(1996)-  41 32 51.14605(N)    071 25 29.00062(W) AD(       ) 2
 LW2515  NAD 83(1992)-  41 32 51.14515(N)    071 25 29.00030(W) AD(       ) 2
 LW2515  NAD 83(1992)-  41 32 51.14454(N)    071 25 29.00014(W) AD(       ) 2
 LW2515  NAD 83(1986)-  41 32 51.14448(N)    071 25 28.99883(W) AD(       ) 2
 LW2515  NAD 27      -  41 32 50.76800(N)    071 25 30.78700(W) AD(       ) 2
 LW2515
 LW2515.Superseded values are not recommended for survey control.
 LW2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2515.See file dsdata.txt to determine how the superseded data were derived.
 LW2515
 LW2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9776702381(NAD 83)
 LW2515
 LW2515  HISTORY     - Date     Condition        Report By
 LW2515  HISTORY     - 1912     MONUMENTED       CGS
 LW2515  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2515  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2515  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2515  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2515  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2515
 LW2515                          STATION DESCRIPTION
 LW2515
 LW2515'DESCRIBED BY US ENGINEERS 1916
 LW2515'ON THE W SIDE OF THE SMALL HILL FORMING ROMES POINT,
 LW2515'THE E SIDE OF THE ENTRANCE TO BISSEL COVE AND THE
 LW2515'NANNACATUCKET RIVER, AND 1.8 MILES E OF WICKFORD HARBOR
 LW2515'LIGHTHOUSE.  THE STATION IS NEAR THE CENTER OF A ROCK
 LW2515'20 BY 38 INCHES AND IS MARKED BY A DRILL HOLE WITHIN A
 LW2515'INCH TRIANGLE.  A 6-INCH CROSS, CUT IN A SMALL OUTCROP
 LW2515'OF ROCK, IS 3.60 METERS (11.8 FEET) W OF THE STATION AND
 LW2515'SERVES AS A REFERENCE MARK.
 LW2515
 LW2515                          STATION RECOVERY (1934)
 LW2515
 LW2515'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2515'ON THE SW SIDE OF THE SMALL HILL FORMING ROMES POINT, E
 LW2515'SIDE OF THE ENTRANCE TO BISSELL COVE AND THE NANNACATUCKET
 LW2515'RIVER, AND 1.8 MILES SE OF WICKFORD HARBOR LIGHTHOUSE.  STATION
 LW2515'IS REACHED BY GOING S ON ROAD BETWEEN WICKFORD
 LW2515'AND NARRAGANSETT PIER (HIGHWAY 102) 2.4 MILES FROM
 LW2515'HUSSEY MEMORIAL BRIDGE IN WICKFORD TO POLE NO. 1040/2.  AT
 LW2515'THIS POINT TURN E INTO PRIVATE DRIVEWAY OF J. E. MENZIES
 LW2515'AND PROCEED ALMOST TO THE TIP OF ROMES POINT.  STATION
 LW2515'IS ABOUT 120 FEET N BY W OF W CORNER OF LAST HOUSE ON
 LW2515'ROMES POINT.
 LW2515'
 LW2515'STATION IS A DRILL HOLE WITHIN 4-INCH TRIANGLE CARVED
 LW2515'ON A ROCK ABOUT 20 INCHES BY 38 INCHES AND WAS FOUND INTACT.  THE
 LW2515'REFERENCE MARK IS A 6-INCH CROSS, CUT IN
 LW2515'A SMALL OUTCROP OF ROCK 11.8 FEET W OF STATION WAS
 LW2515'NOT FOUND.
 LW2515
 LW2515                          STATION RECOVERY (1935)
 LW2515
 LW2515'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2515'FOUND A ROCK SHOWING ABOUT 19 INCHES BY 40 INCHES WITH
 LW2515'A STANDARD DISK OF THE R.I.C. OF S.F. CEMENTED IN THE TOP.  THE
 LW2515'ENGINEER FOR THE COMMISSIONERS STATES THAT HE
 LW2515'BELIEVED HE PLACED HIS DISK IN THE U.S.E.S STATION.
 LW2515'
 LW2515'I WAS UNABLE TO FIND THE REFERENCE CROSS NOR THE
 LW2515'SMALL OUTCROP OF ROCK REFERRED TO IN THE DESCRIPTION,
 LW2515'AND THE ENGINEER FOR THE STATE COMMISSIONER HAS ALSO
 LW2515'FAILED TO LOCATE IT.  THEREFORE, I FEEL THERE IS A QUESTION
 LW2515'WHETHER THE POINT FOUND IS THE STATION.
 LW2515'
 LW2515'THE LAND IS OWNED BY DR. JOHN D. MENZIES OF PROVIDENCE.
 LW2515
 LW2515                          STATION RECOVERY (1944)
 LW2515
 LW2515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2515'STATION WAS RECOVERED AS LAST DESCRIBED.  THE REFERENCE
 LW2515'MARK WAS NOT FOUND.  THE LAST DESCRIPTION IS ADEQUATE.
 LW2515
 LW2515                          STATION RECOVERY (1956)
 LW2515
 LW2515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2515'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE
 LW2515'RHODE ISLAND COMMISSION OF STATE FISHERIES MARK IS STAMPED
 LW2515'118 AND SET IN THE ROCK AT AN ANGLE.  IT IS 20.2 FT. SW
 LW2515'OF THE NW CORNER OF THE FIRST HOUSE ON ROMES POINT,
 LW2515'AND 11.7 FT. W-SW OF THE SW CORNER.  THE CHISELED TRIANGLE
 LW2515'ON THE ROCK COULD STILL BE MADE OUT UNDER THE MARK.  THE
 LW2515'REFERENCE MARK COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2168 ***********************************************************************
 LW2168  DESIGNATION -  ROPES BARN NORTH CUPOLA
 LW2168  PID         -  LW2168
 LW2168  STATE/COUNTY-  RI/NEWPORT
 LW2168  USGS QUAD   -  TIVERTON (1975)
 LW2168
 LW2168                         *CURRENT SURVEY CONTROL
 LW2168  ___________________________________________________________________
 LW2168* NAD 83(1996)-  41 30 11.82058(N)    071 11 54.66891(W)     ADJUSTED  
 LW2168* NAVD 88     -                                                        
 LW2168  ___________________________________________________________________
 LW2168  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 LW2168  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW2168
 LW2168  HORZ ORDER  -  THIRD
 LW2168
 LW2168.The horizontal coordinates were established by classical geodetic methods
 LW2168.and adjusted by the National Geodetic Survey in August 1998..
 LW2168
 LW2168
 LW2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2168
 LW2168.The geoid height was determined by GEOID03.
 LW2168
 LW2168;                    North         East     Units Scale Factor Converg.
 LW2168;SPC RI       -    46,683.082   125,171.082   MT  1.00000154   +0 11 59.2
 LW2168;SPC RI       -   153,159.41    410,665.46   sFT  1.00000154   +0 11 59.2
 LW2168;SPC MA M     -   805,944.330   225,172.131   MT  1.00003807   +0 12 09.0
 LW2168;SPC MA M     - 2,644,169.02    738,752.23   sFT  1.00003807   +0 12 09.0
 LW2168;UTM  19      - 4,596,962.203   316,509.202   MT  1.00001436   -1 27 26.2
 LW2168
 LW2168                          SUPERSEDED SURVEY CONTROL
 LW2168
 LW2168  NAD 83(1996)-  41 30 11.82051(N)    071 11 54.66853(W) AD(       ) 4
 LW2168  NAD 83(1992)-  41 30 11.81871(N)    071 11 54.66823(W) AD(       ) 4
 LW2168  NAD 83(1992)-  41 30 11.81851(N)    071 11 54.66801(W) AD(       ) 4
 LW2168  NAD 83(1986)-  41 30 11.81891(N)    071 11 54.66614(W) AD(       ) 4
 LW2168  NAD 27      -  41 30 11.44800(N)    071 11 56.49900(W) AD(       ) 3
 LW2168
 LW2168.Superseded values are not recommended for survey control.
 LW2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2168.See file dsdata.txt to determine how the superseded data were derived.
 LW2168
 LW2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1650996962(NAD 83)
 LW2168
 LW2168  HISTORY     - Date     Condition        Report By
 LW2168  HISTORY     - 1917     MONUMENTED       CGS
 LW2168  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2168  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2168
 LW2168                          STATION DESCRIPTION
 LW2168
 LW2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2168'THIS STATION IS LOST.  BARN HAS BURNT DOWN.
 LW2168
 LW2168                          STATION RECOVERY (1935)
 LW2168
 LW2168'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2168'IN ORDER TO HAVE HAD TWO CUPOLAS, WHICH IS IMPLIED BY N CUPOLA,
 LW2168'THE BARN MUST HAVE BEEN LARGE.
 LW2168'
 LW2168'FOUND THE CELLAR HOLE OF A LARGE BARN INDICATING WHERE IT STOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2850 ***********************************************************************
 LW2850  DESIGNATION -  ROSE ISLAND 2 1912
 LW2850  PID         -  LW2850
 LW2850  STATE/COUNTY-  RI/NEWPORT
 LW2850  USGS QUAD   -  NEWPORT (1975)
 LW2850
 LW2850                         *CURRENT SURVEY CONTROL
 LW2850  ___________________________________________________________________
 LW2850* NAD 83(1996)-  41 29 45.09593(N)    071 20 21.72207(W)     ADJUSTED  
 LW2850* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2850  ___________________________________________________________________
 LW2850  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LW2850  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW2850
 LW2850  HORZ ORDER  -  THIRD
 LW2850
 LW2850.The horizontal coordinates were established by classical geodetic methods
 LW2850.and adjusted by the National Geodetic Survey in August 1998..
 LW2850
 LW2850.The orthometric height was scaled from a topographic map.
 LW2850
 LW2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2850
 LW2850.The geoid height was determined by GEOID03.
 LW2850
 LW2850;                    North         East     Units Scale Factor Converg.
 LW2850;SPC RI       -    45,827.179   113,412.992   MT  0.99999596   +0 06 23.1
 LW2850;SPC RI       -   150,351.34    372,089.12   sFT  0.99999596   +0 06 23.1
 LW2850;UTM  19      - 4,596,446.630   304,730.773   MT  1.00006926   -1 33 01.7
 LW2850
 LW2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2850!SPC RI       -   1.00000459  x   0.99999596  =   1.00000055
 LW2850!UTM  19      -   1.00000459  x   1.00006926  =   1.00007385
 LW2850
 LW2850:                Primary Azimuth Mark                     Grid Az
 LW2850:SPC RI       -  USN 56 1932                              054 34 55.8
 LW2850:UTM  19      -  USN 56 1932                              056 14 20.6
 LW2850
 LW2850|---------------------------------------------------------------------|
 LW2850| PID    Reference Object                     Distance      Geod. Az  |
 LW2850|                                                           dddmmss.s |
 LW2850| LW2435 USN 56 1932                         APPROX. 1.4 KM 0544118.9 |
 LW2850| LW2856 NEWPORT CITY HALL DOME              APPROX. 2.4 KM 1012618.8 |
 LW2850| LW2854 NEWPORT TRINITY CH SPIRE            APPROX. 2.4 KM 1133658.5 |
 LW2850| LW2840 NEWPORT CHANNING MEMORIAL CH        APPROX. 2.7 KM 1153310.7 |
 LW2850| LW2855 NEWPORT ST MARYS CHURCH SPIRE       APPROX. 2.6 KM 1202826.3 |
 LW2850| LW2870 IDA LEWIS LIGHT                     APPROX. 2.3 KM 1510456.4 |
 LW2850|---------------------------------------------------------------------|
 LW2850
 LW2850                          SUPERSEDED SURVEY CONTROL
 LW2850
 LW2850  NAD 83(1996)-  41 29 45.09551(N)    071 20 21.72137(W) AD(       ) 3
 LW2850  NAD 83(1992)-  41 29 45.09434(N)    071 20 21.72140(W) AD(       ) 3
 LW2850  NAD 83(1992)-  41 29 45.09377(N)    071 20 21.72103(W) AD(       ) 3
 LW2850  NAD 83(1986)-  41 29 45.09372(N)    071 20 21.71907(W) AD(       ) 3
 LW2850  NAD 27      -  41 29 44.73000(N)    071 20 23.52100(W) AD(       ) 3
 LW2850
 LW2850.Superseded values are not recommended for survey control.
 LW2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2850.See file dsdata.txt to determine how the superseded data were derived.
 LW2850
 LW2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0473196447(NAD 83)
 LW2850_MARKER: DS = TRIANGULATION STATION DISK
 LW2850_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW2850_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW2850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2850
 LW2850  HISTORY     - Date     Condition        Report By
 LW2850  HISTORY     - 1912     MONUMENTED       CGS
 LW2850  HISTORY     - 1934     GOOD             CGS
 LW2850  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW2850  HISTORY     - 1956     MARK NOT FOUND   CGS
 LW2850
 LW2850                          STATION DESCRIPTION
 LW2850
 LW2850'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (IW)
 LW2850'STATION IS ON THE SUMMIT OF A SMALL MOUND ON THE EASTERN POINT OF
 LW2850'ROSE ISLAND, NEWPORT HARBOR.  THE STATION IS MARKED BY A STANDARD
 LW2850'BRONZE DISK SET IN CONCRETE IN TOP OF A TILE AS DESCRIBED.  THE
 LW2850'POLE OF THE STRUCTURE ERECTED BY THE NAVY DEPARTMENT, AS THE REAR
 LW2850'RANGE FOR ONE END OF A SPEED-TRIAL COURSE, IS DIRECTLY OVER THE
 LW2850'STATION.
 LW2850
 LW2850                          STATION RECOVERY (1934)
 LW2850
 LW2850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2850'STATION IS A STANDARD DISK SET IN A TILE FILLED WITH CONCRETE AND
 LW2850'LOCATED ON THE SUMMIT OF A SMALL MOUND ON THE EASTERN POINT OF
 LW2850'ROSE ISLAND, NEWPORT HARBOR.  THE TILE EXTENDS ABOUT 1-1/2 FEET
 LW2850'ABOVE THE GROUND.  STATION IS LOCATED APPROXIMATELY 17 METERS N OF
 LW2850'THE NE CORNER OF A RED BRICK BUILDING KNOWN AS THE T.N.T. FILLING
 LW2850'HOUSE AND APPROXIMATELY 5 METERS FROM THE HIGH-WATER LINE.
 LW2850'
 LW2850'A WOODEN CRIB WAS BUILT AROUND THE TILE AND FILLED IN WITH SAND.
 LW2850'ROCKS WERE PLACED AROUND THE CRIB.
 LW2850
 LW2850                          STATION RECOVERY (1954)
 LW2850
 LW2850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2850'LOST.  THE AREA WAS SEARCHED, BUT THE STATION WAS NOT FOUND.  THE
 LW2850'NAVY NOW HAS NUMEROUS INSTALLATIONS ON THE ISLAND, AND THE STATION
 LW2850'APPEARS TO HAVE BEEN COVERED.
 LW2850
 LW2850                          STATION RECOVERY (1956)
 LW2850
 LW2850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2850'STATION LOST.  THE AREA WAS THOROUGHLY SEARCHED BY TWO MEN FOR ONE
 LW2850'HOUR WITH NO SUCCESS.  THE RECOVERY NOTE BY L.F.W. IN 1954
 LW2850'APPEARS TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2849 ***********************************************************************
 LW2849  DESIGNATION -  ROSE ISLAND TANK
 LW2849  PID         -  LW2849
 LW2849  STATE/COUNTY-  RI/NEWPORT
 LW2849  USGS QUAD   -  NEWPORT (1975)
 LW2849
 LW2849                         *CURRENT SURVEY CONTROL
 LW2849  ___________________________________________________________________
 LW2849* NAD 83(1996)-  41 29 44.35249(N)    071 20 23.98405(W)     ADJUSTED  
 LW2849* NAVD 88     -                                                        
 LW2849  ___________________________________________________________________
 LW2849  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LW2849  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW2849
 LW2849  HORZ ORDER  -  THIRD
 LW2849
 LW2849.The horizontal coordinates were established by classical geodetic methods
 LW2849.and adjusted by the National Geodetic Survey in August 1998..
 LW2849
 LW2849
 LW2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2849
 LW2849.The geoid height was determined by GEOID03.
 LW2849
 LW2849;                    North         East     Units Scale Factor Converg.
 LW2849;SPC RI       -    45,804.146   113,360.569   MT  0.99999595   +0 06 21.6
 LW2849;SPC RI       -   150,275.77    371,917.13   sFT  0.99999595   +0 06 21.6
 LW2849;UTM  19      - 4,596,425.121   304,677.701   MT  1.00006952   -1 33 03.2
 LW2849
 LW2849                          SUPERSEDED SURVEY CONTROL
 LW2849
 LW2849  NAD 83(1996)-  41 29 44.35206(N)    071 20 23.98334(W) AD(       ) 4
 LW2849  NAD 83(1992)-  41 29 44.35091(N)    071 20 23.98338(W) AD(       ) 4
 LW2849  NAD 83(1992)-  41 29 44.35036(N)    071 20 23.98301(W) AD(       ) 4
 LW2849  NAD 83(1986)-  41 29 44.35037(N)    071 20 23.98120(W) AD(       ) 4
 LW2849  NAD 27      -  41 29 43.98491(N)    071 20 25.79129(W) AD(       ) 3
 LW2849
 LW2849.Superseded values are not recommended for survey control.
 LW2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2849.See file dsdata.txt to determine how the superseded data were derived.
 LW2849
 LW2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0467896425(NAD 83)
 LW2849_MARKER: 51 = TANK
 LW2849
 LW2849  HISTORY     - Date     Condition        Report By
 LW2849  HISTORY     - 1940     FIRST OBSERVED   CGS
 LW2849  HISTORY     - 1954     GOOD             CGS
 LW2849  HISTORY     - 1956     GOOD             CGS
 LW2849
 LW2849                          STATION DESCRIPTION
 LW2849
 LW2849'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2849'THIS IS THE SQUAT RED AND WHITE CHECKERED TANK ON ROSE ISLAND.
 LW2849'IT IS ABOUT 75 FEET HIGH.  THE FINIAL ON TOP THE TANK WAS OBSERVED
 LW2849'UPON.  IT IS ON THE PROPERTY OF THE U.S. NAVY.
 LW2849'
 LW2849'THIS IS AN INTERSECTION STATION.
 LW2849
 LW2849                          STATION RECOVERY (1954)
 LW2849
 LW2849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2849'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 LW2849'AND COMPLETE, EXCEPT THAT THE TANK IS NOW PAINTED GREY.
 LW2849
 LW2849                          STATION RECOVERY (1956)
 LW2849
 LW2849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2849'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 LW2849'P.L.B. IN 1940 IS ADEQUATE AND COMPLETE.  THE PUBLIC WORKS OFFICE
 LW2849'OF THE NEWPORT NAVY BASE HAS NO RECORD OF CHANGES IN THIS TANK
 LW2849'SINCE ORIGINAL CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3068 ***********************************************************************
 LW3068  DESIGNATION -  ROSS HILL
 LW3068  PID         -  LW3068
 LW3068  STATE/COUNTY-  RI/WASHINGTON
 LW3068  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3068
 LW3068                         *CURRENT SURVEY CONTROL
 LW3068  ___________________________________________________________________
 LW3068* NAD 83(1996)-  41 22 08.12525(N)    071 43 33.48681(W)     ADJUSTED  
 LW3068* NAVD 88     -        57.7    (meters)     189.     (feet)  VERTCON   
 LW3068  ___________________________________________________________________
 LW3068  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 LW3068  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LW3068
 LW3068  HORZ ORDER  -  FIRST
 LW3068
 LW3068.The horizontal coordinates were established by classical geodetic methods
 LW3068.and adjusted by the National Geodetic Survey in August 1998..
 LW3068
 LW3068.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3068
 LW3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3068
 LW3068.The geoid height was determined by GEOID03.
 LW3068
 LW3068;                    North         East     Units Scale Factor Converg.
 LW3068;SPC RI       -    31,741.614    81,094.609   MT  0.99999815   -0 08 57.6
 LW3068;SPC RI       -   104,138.95    266,057.90   sFT  0.99999815   -0 08 57.6
 LW3068;SPC CT       -   212,389.290   390,472.395   MT  0.99998725   +0 40 44.4
 LW3068;SPC CT       -   696,813.86  1,281,074.85   sFT  0.99998725   +0 40 44.4
 LW3068;UTM  19      - 4,583,298.246   272,013.922   MT  1.00023972   -1 48 08.6
 LW3068
 LW3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3068!SPC RI       -   0.99999574  x   0.99999815  =   0.99999389
 LW3068!SPC CT       -   0.99999574  x   0.99998725  =   0.99998299
 LW3068!UTM  19      -   0.99999574  x   1.00023972  =   1.00023546
 LW3068
 LW3068|---------------------------------------------------------------------|
 LW3068| PID    Reference Object                     Distance      Geod. Az  |
 LW3068|                                                           dddmmss.s |
 LW3068| CB8493 ROSS HILL RM 4                       75.048 METERS 01725     |
 LW3068| LW3086 BURL                                APPROX. 5.2 KM 0260243.0 |
 LW3068| LW3078 CHARLESTOWN USN AIR STA E TANK      APPROX. 5.4 KM 0842920.9 |
 LW3068| LW3077 CHARLESTOWN USN AIR STA W TANK      APPROX. 5.4 KM 0844432.4 |
 LW3068| LW3277 FORT HILL NEW TANK                  APPROX. 8.3 KM 2460333.9 |
 LW3068| CB8489 ROSS HILL AZ MK                                    25606     |
 LW3068| CB8490 ROSS HILL RM 1 AZIMUTH                             2560636.0 |
 LW3068| CB8491 ROSS HILL RM 2                       35.801 METERS 28415     |
 LW3068| CB8492 ROSS HILL RM 3                       36.579 METERS 33218     |
 LW3068|---------------------------------------------------------------------|
 LW3068
 LW3068                          SUPERSEDED SURVEY CONTROL
 LW3068
 LW3068  NAD 83(1992)-  41 22 08.12392(N)    071 43 33.48602(W) AD(       ) 1
 LW3068  NAD 83(1986)-  41 22 08.12265(N)    071 43 33.48731(W) AD(       ) 1
 LW3068  NAD 27      -  41 22 07.76353(N)    071 43 35.25157(W) AD(       ) 1
 LW3068  NGVD 29 (07/19/86)   58.0    (m)          190.     (f) VERT ANG       
 LW3068
 LW3068.Superseded values are not recommended for survey control.
 LW3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3068.See file dsdata.txt to determine how the superseded data were derived.
 LW3068
 LW3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7201483298(NAD 83)
 LW3068_MARKER: DS = TRIANGULATION STATION DISK
 LW3068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3068_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3068+STABILITY: SURFACE MOTION
 LW3068
 LW3068  HISTORY     - Date     Condition        Report By
 LW3068  HISTORY     - 1932     MONUMENTED       CGS
 LW3068  HISTORY     - 1936     GOOD             CGS
 LW3068  HISTORY     - 1937     GOOD             CTGS
 LW3068  HISTORY     - 1940     GOOD             CGS
 LW3068  HISTORY     - 1943     GOOD             CGS
 LW3068  HISTORY     - 1954     GOOD             CGS
 LW3068  HISTORY     - 1969     GOOD             CGS
 LW3068  HISTORY     - 1979     GOOD             NGS
 LW3068  HISTORY     - 1984     GOOD             USPSQD
 LW3068  HISTORY     - 1990     GOOD             USPSQD
 LW3068
 LW3068                          STATION DESCRIPTION
 LW3068
 LW3068'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW3068'STATION IS ON A HILL BY THAT NAME ABOUT 5 MILES FROM
 LW3068'CHARLESTOWN.  STATION IS ON HIGHEST PART OF HILL IN OPEN FIELD,
 LW3068'47.9 METERS W OF N AND S ROCK FENCE, 45.4 METERS S OF E AND W
 LW3068'ROCK FENCE, 10.4 METERS S OF WAGON ROAD.
 LW3068'
 LW3068'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LW3068'CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 LW3068'
 LW3068'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 LW3068'BEDROCK, AS DESCRIBED IN NOTE 12A.
 LW3068'
 LW3068'REFERENCE MARK NO. 1 IS W OF STATION ON E EDGE OF DIM WAGON
 LW3068'ROAD, 6 METERS E OF N AND S ROCK FENCE, 3 METERS S OF REMAINS OF
 LW3068'E AND W ROCK FENCE, 9 METERS SE OF 8-INCH CEDAR TREE.  REFERENCE
 LW3068'MARK NO. 2 IS NW OF STATION, 7 METERS N OF E AND W WAGON ROAD,
 LW3068'32.3 METERS S OF E AND W ROCK FENCE.  REFERENCE MARK NO. 3 IS NNW
 LW3068'OF STATION, 8.8 METERS S OF E AND W ROCK FENCE, 25.9 METERS N
 LW3068'OF WAGON ROAD.
 LW3068'
 LW3068'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 1 AND 112 AT
 LW3068'CHARLESTOWN, GO W ON U.S. HIGHWAY 1, 4.9 MILES TO A ROAD LEADING
 LW3068'N AT SWEET BRIAR LUNCH ROOM AND PASSING BUILDING WITH SIGN
 LW3068'QUONOCHONTAUG GRANGE HALL NO. 48.  CONTINUE N 1.1 MILES TO GATE
 LW3068'ON W SIDE OF ROAD (TWO GRANITE POSTS WITH CONNECTING CHAIN) AND
 LW3068'ENTER FIELD.  CONTINUE ON WAGON ROAD WHICH LEADS OVER THE HILL,
 LW3068'ABOUT 50 METERS TO STATION.
 LW3068'
 LW3068'HEIGHT OF SIGNAL ABOVE STATION MARK - 34 METERS.
 LW3068
 LW3068                          STATION RECOVERY (1936)
 LW3068
 LW3068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RHT)
 LW3068'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 LW3068'WERE IN EXCELLENT CONDITION.  IT MAY BE REACHED FROM THE PAWCATUCK
 LW3068'RIVER BRIDGE IN WESTERLY, RHODE ISLAND, BY GOING E ON U.S. HIGHWAY
 LW3068'1, 4.3 MILES TO DUNNS CORNERS.  CONTINUE EASTERLY ON U.S. HIGHWAY
 LW3068'1, 1.45 MILES TO A ROAD LEFT LEADING TO BRADFORD AND ASHAWAY,
 LW3068'THENCE N 1.1 MILES TO TOP OF GRADE AND OLD ENTRANCE TO THE ROSS
 LW3068'HILL FARMS ON THE W SIDE OF THE ROAD, WHICH IS MARKED BY TWO
 LW3068'ROUGH STONE GATEPOSTS.  THE MARK IS 150 FEET W AND 30 FEET S OF
 LW3068'THIS GATE.  THERE IS SLIGHTLY HIGHER GROUND TO THE SW.
 LW3068
 LW3068                          STATION RECOVERY (1937)
 LW3068
 LW3068'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1937
 LW3068'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION, AS
 LW3068'DESCRIBED.  STATION USED IN MAIN SCHEME WITH 64-FOOT TOWER.
 LW3068
 LW3068                          STATION RECOVERY (1940)
 LW3068
 LW3068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3068'THE STATION AND REFERENCE MARKS NOS. 2 AND 3 WERE RECOVERED AS
 LW3068'DESCRIBED.  REFERENCE MARK NO. 1, AZIMUTH MARK, COULD NOT BE
 LW3068'FOUND IN THE GATHERING DARKNESS BUT IS PROBABLY ONLY COVERED WITH
 LW3068'GRASS.
 LW3068'
 LW3068'THE STATION IS ON ROSS HILL, WHICH IS ABOUT MIDWAY BETWEEN
 LW3068'WESTERLY AND CHARLESTOWN AND ABOUT 2 MILES NORTH OF BLOCK ISLAND
 LW3068'SOUND.  IT IS 48 METERS WEST OF THE STONE FENCE ON THE WEST SIDE
 LW3068'OF THE PAVED HIGHWAY, 45.4 METERS SOUTH OF AN EAST-WEST STONE
 LW3068'FENCE, AND 10.4 METERS SOUTH OF AN OLD WAGON ROAD.  THE MARK,
 LW3068'NOTES 1A AND 7A, PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 LW3068'STAMPED ROSS HILL 1932.
 LW3068'
 LW3068'TO REACH THE STATION FROM THE PACAWTUCK RIVER BRIDGE IN
 LW3068'WESTERLY, R.I., DRIVE EAST ON U.S. HIGHWAY NO. 1 FOR 5.8 MILES,
 LW3068'THEN TURN LEFT ON THE BRADFORD AND ASHAWAY PAVED HIGHWAY AND DRIVE
 LW3068'1.1 MILES TO THE TOP OF THE HILL, THEN TURN LEFT THROUGH TWO ROUGH
 LW3068'STONE GATE POSTS AND DRIVE ABOUT 50 YARDS WEST TO THE STATION.
 LW3068'
 LW3068'REFERENCE MARK NO. 1, AZIMUTH MARK, IS ABOUT 0.25 MILE WEST OF
 LW3068'THE STATION ON THE EAST EDGE OF A VERY DIM WAGON ROAD, 6 METERS EAST
 LW3068'OF A NORTH-SOUTH ROCK FENCE, 3 METERS SOUTH OF REMAINS OF AN
 LW3068'EAST-WEST ROCK FENCE, AND 9 METERS SOUTHEAST OF AN 8-INCH CEDAR
 LW3068'TREE.  THIS R.M. NO. 1 DESCRIPTION IS COPIED FROM THE 1932
 LW3068'DESCRIPTION.
 LW3068'
 LW3068'REFERENCE MARK NO. 2 IS 117.51 FEET NORTHWEST OF THE STATION, 7
 LW3068'METERS NORTH OF THE WAGON ROAD, AND 32.3 METERS SOUTH OF THE
 LW3068'EAST-WEST STONE FENCE.  THE MARK, NOTE 12A, PROJECTS ABOUT 15
 LW3068'INCHES ABOVE THE GROUND AND THE DISK IS STAMPED ROSS HILL NO 2
 LW3068'1932.
 LW3068'
 LW3068'REFERENCE MARK NO. 3 IS 120.07 FEET NORTH-NORTHWEST OF THE
 LW3068'STATION, 8.8 METERS SOUTH OF THE EAST-WEST STONE FENCE, AND 25.9
 LW3068'METERS NORTH OF THE WAGON ROAD.  THE MARK, NOTE 12A, PROJECTS
 LW3068'ABOUT 6 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED ROSS HILL
 LW3068'NO 3 1932.
 LW3068'
 LW3068'THE LARGE BLACK STEEL WATER TANK AT WESTERLY IS VISIBLE FROM THE
 LW3068'GROUND AT THE STATION, FOR AN ADDITIONAL AZIMUTH MARK, AND THE
 LW3068'FINIAL ON TOP THE TANK WAS OBSERVED UPON.
 LW3068'
 LW3068'A 64-FOOT TOWER SEES 4-FOOT STANDS AT BLOCK ISLAND ECC..  AND
 LW3068'64-FOOT TOWERS AT BROAD HILL AND POINT JUDITH.
 LW3068
 LW3068                          STATION RECOVERY (1943)
 LW3068
 LW3068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3068'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN
 LW3068'GOOD CONDITION.
 LW3068'
 LW3068'STATION IS 22 PACES SW OF THE SW CORNER OF A HOUSE, AND ABOUT
 LW3068'2 FEET W OF THE EXTENDED N-S LINE OF THE W SIDE OF THE GARAGE.
 LW3068'
 LW3068'REFERENCE MARK 1 IS STAMPED ROSS HILL NO 1 1932.
 LW3068'
 LW3068'REFERENCE MARK 2 IS SET IN A LARGE BOULDER.
 LW3068'
 LW3068'REFERENCE MARK 3 IS SET IN A LARGE OUTCROPPING OF BEDROCK WHICH
 LW3068'PROJECTS ABOUT 10 INCHES.
 LW3068
 LW3068                          STATION RECOVERY (1954)
 LW3068
 LW3068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3068'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  SEVERAL
 LW3068'REFERENCE OBJECTS HAVE DISAPPEARED.  TANK AT WESTERLY IS NO LONGER
 LW3068'VISIBLE FROM THE GROUND BECAUSE OF A GROWTH OF TREES.  A COMPLETE
 LW3068'NEW DESCRIPTION FOLLOWS--
 LW3068'
 LW3068'STATION IS LOCATED 1.1 MI. N ALONG STATE HIGHWAY 216 FROM ITS
 LW3068'INTERSECTION WITH U.S. HIGHWAY 1, ON THE W SIDE OF THE HIGHWAY,
 LW3068'IN THE CLEARED YARD OF A HOUSE.  STATION IS 48 M. W OF THE STONE
 LW3068'FENCE ON THE W SIDE OF THE HIGHWAY, 45.4 M. S OF AN E-W STONE
 LW3068'FENCE, 10.4 M. S OF AN OLD WAGON ROAD, AND 0.6 M. W OF THE
 LW3068'PROJECTED W WALL OF A GARAGE TO THE N.  A STANDARD DISK, STAMPED
 LW3068'ROSS HILL 1932 AND SET IN THE TOP OF A 10- BY 10-INCH CONCRETE
 LW3068'MONUMENT FLUSH WITH THE GROUND.
 LW3068'
 LW3068'REFERENCE MARK 1 IS APPROXIMATELY 1100 FT. W OF THE STATION,
 LW3068'6 M. E OF A N-S STONE FENCE, AND 3 M. S OF THE REMAINS OF AN
 LW3068'E-W STONE FENCE.  A STANDARD DISK, STAMPED ROSS HILL NO 1 1932
 LW3068'AND SET IN A BOULDER.  TO REACH FROM THE STATION, FOLLOW AN
 LW3068'OVERGROWN WAGON ROAD FOR APPROXIMATELY 1100 FT. W TO A N-S STONE
 LW3068'WALL.  FOLLOW THE STONE WALL S FOR APPROXIMATELY 125 FT. TO THE
 LW3068'REMAINS OF AN E-W STONE FENCE.
 LW3068'
 LW3068'REFERENCE MARK 2 IS 117.51 FT. NW OF THE STATION, 7 M. N OF THE
 LW3068'WAGON ROAD, AND 32.3 M. S OF THE E-W STONE FENCE.  A STANDARD DISK,
 LW3068'STAMPED ROSS HILL NO 2 1932 AND SET IN THE TOP OF A BOULDER
 LW3068'PROJECTING 2 FT.
 LW3068'
 LW3068'REFERENCE MARK 3 IS 120.07 FT. N-NW OF THE STATION, 8.8 M. S OF
 LW3068'THE E-W STONE FENCE, AND 25.9 M. N OF THE WAGON ROAD.  A STANDARD
 LW3068'DISK, STAMPED ROSS HILL NO 3 1932 AND SET IN THE TOP OF A
 LW3068'BOULDER PROJECTING 18 IN.
 LW3068
 LW3068                          STATION RECOVERY (1969)
 LW3068
 LW3068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3068'THE STATION, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND IN
 LW3068'GOOD CONDITION.  THE DIRECTION TO REFERENCE MARKS 2 AND 3
 LW3068'CHECKED.  HORIZONTAL MEASUREMENT TO REFERENCE MARKS 2 AND 3 WERE
 LW3068'BOTH FOUND SHORTER.  REFERENCE MARK 1 WAS NOT RECOVERED.
 LW3068'REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.  DUE TO VARIOUS
 LW3068'CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3068'
 LW3068'STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF WESTERLY, 4-3/4
 LW3068'MILES SOUTHEAST OF ASHAWAY, 2-1/2 MILES NORTH-NORTHWEST OF
 LW3068'QUONOCHONTAUG, 2-1/4 MILES SOUTH-SOUTHEAST OF BRADFORD, 1-1/2
 LW3068'MILES SOUTHWEST OF THE SOUTHWEST EDGE OF WATCHAUG POND AND ON
 LW3068'PROPERTY OWNED BY MR. WILSON KENYON.
 LW3068'
 LW3068'TO REACH THE STATION FROM THE POST OFFICE IN BRADFORD, GO
 LW3068'SOUTHERLY ON STATE HIGHWAY 216 FOR 3.0 MILES TO A SURFACED ROAD
 LW3068'ON LEFT, CONTINUE SOUTHERLY ON STATE HIGHWAY 216 FOR 0.05 MILE TO
 LW3068'A DRIVEWAY RIGHT AT W.T. KENYONS MAIL BOX.  TURN RIGHT INTO
 LW3068'DRIVEWAY AND GO WEST FOR 180 FEET TO MR. KENYONS HOUSE ON RIGHT
 LW3068'AND STATION ON LEFT AS DESCRIBED.
 LW3068'
 LW3068'ALL MARKS ARE STANDARD DISKS.
 LW3068'
 LW3068'STATION MARK, STAMPED ROSS HILL 1932, IS SET FLUSH.  IT IS 182
 LW3068'FEET WEST-SOUTHWEST OF CENTER OF STATE HIGHWAY 216, 66.3 FEET
 LW3068'SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 66 FEET SOUTH OF THE
 LW3068'SOUTHEAST CORNER OF GARAGE, 60 FEET SOUTH-SOUTHEAST OF THE
 LW3068'SOUTHWEST CORNER OF GARAGE AND 26.5 FEET NORTHWEST OF A 15-INCH
 LW3068'OAK TREE. (NOTE 1A)
 LW3068'
 LW3068'RM 2, STAMPED ROSS HILL NO 2 1932, IS CEMENTED IN A DRILL HOLE IN
 LW3068'BOULDER THAT PROJECTS ABOUT 2 FEET.  IT IS 112.5 FEET WEST-SOUTHWEST
 LW3068'OF THE SOUTHWEST CORNER OF GARAGE, 106.5 FEET SOUTH-SOUTHEAST OF A
 LW3068'ROCK FENCE AND 27 FEET WEST-SOUTHWEST OF A TWIN TRUNK OAK
 LW3068'TREE.  (12C)
 LW3068'
 LW3068'RM 3, STAMPED ROSS HILL NO 3 1932, IS CEMENTED IN A DRILL HOLE
 LW3068'IN BOULDER THAT PROJECTS ABOUT 15 INCHES.  IT IS 54 FEET WEST OF
 LW3068'THE NORTHWEST CORNER OF GARAGE, 25 FEET SOUTH-SOUTHWEST OF THE
 LW3068'ROCK FENCE AND 8.5 FEET SOUTHWEST OF A LARGE TWIN TRUNK OAK
 LW3068'TREE.  (NOTE 12C)
 LW3068'
 LW3068'RM 4, STAMPED ROSS HILL 1932 NO 4 1969, IS CEMENTED IN A DRILL
 LW3068'HOLE IN BOULDER THAT PROJECTS ABOUT 3 FEET.  IT IS 150 FEET NORTH
 LW3068'OF THE NORTHWEST CORNER OF MR. KENYONS HOUSE, 85 FEET EAST OF
 LW3068'SHINGLED HOUSE AND 72 FEET WEST-SOUTHWEST OF CENTER OF THE
 LW3068'HIGHWAY.  (NOTE 12C)
 LW3068'
 LW3068'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 LW3068'
 LW3068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3068'2-1/4 MILES SSE OF BRADFORD.
 LW3068
 LW3068                          STATION RECOVERY (1979)
 LW3068
 LW3068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW3068'THE STATION MARK AND REFERENCE MARKS 2, 3 AND 4 WERE RECOVERED IN
 LW3068'GOOD CONDITION.  THE STATION MARK IS NOW 3 INCHES UNDERGROUND.  THE
 LW3068'1969 DESCRIPTION IS ADEQUATE FOR RECOVERING THE STATION.
 LW3068
 LW3068                          STATION RECOVERY (1984)
 LW3068
 LW3068'RECOVERY NOTE BY US POWER SQUADRON 1984 (FW)
 LW3068'ROSS HILL 1932, RM ROSS HILL 1932 NO. 2, RM ROSS HILL 1932 NO. 3,
 LW3068'RM ROSS HILL NO 4 1969 STATION AND REFERENCE MARKS NO 2, 3, 4,
 LW3068'ALL RECOVERED AND IN GOOD CONDITION.
 LW3068
 LW3068                          STATION RECOVERY (1990)
 LW3068
 LW3068'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2423 ***********************************************************************
 LW2423  DESIGNATION -  ROUND TOWER
 LW2423  PID         -  LW2423
 LW2423  STATE/COUNTY-  RI/NEWPORT
 LW2423  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2423
 LW2423                         *CURRENT SURVEY CONTROL
 LW2423  ___________________________________________________________________
 LW2423* NAD 83(1996)-  41 34 14.39352(N)    071 21 57.79551(W)     ADJUSTED  
 LW2423* NAVD 88     -                                                        
 LW2423  ___________________________________________________________________
 LW2423  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW2423  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW2423
 LW2423  HORZ ORDER  -  THIRD
 LW2423
 LW2423.The horizontal coordinates were established by classical geodetic methods
 LW2423.and adjusted by the National Geodetic Survey in August 1998..
 LW2423
 LW2423
 LW2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2423
 LW2423.The geoid height was determined by GEOID03.
 LW2423
 LW2423;                    North         East     Units Scale Factor Converg.
 LW2423;SPC RI       -    54,131.481   111,171.717   MT  0.99999529   +0 05 20.0
 LW2423;SPC RI       -   177,596.37    364,735.87   sFT  0.99999529   +0 05 20.0
 LW2423;UTM  19      - 4,604,812.965   302,730.571   MT  1.00007892   -1 34 13.7
 LW2423
 LW2423                          SUPERSEDED SURVEY CONTROL
 LW2423
 LW2423  NAD 83(1996)-  41 34 14.39308(N)    071 21 57.79504(W) AD(       ) 4
 LW2423  NAD 83(1992)-  41 34 14.39194(N)    071 21 57.79474(W) AD(       ) 4
 LW2423  NAD 83(1992)-  41 34 14.39142(N)    071 21 57.79457(W) AD(       ) 4
 LW2423  NAD 83(1986)-  41 34 14.39149(N)    071 21 57.79319(W) AD(       ) 4
 LW2423  NAD 27      -  41 34 14.01000(N)    071 21 59.60000(W) AD(       ) 3
 LW2423
 LW2423.Superseded values are not recommended for survey control.
 LW2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2423.See file dsdata.txt to determine how the superseded data were derived.
 LW2423
 LW2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0273104813(NAD 83)
 LW2423
 LW2423  HISTORY     - Date     Condition        Report By
 LW2423  HISTORY     - 1912     MONUMENTED       CGS
 LW2423  HISTORY     - 1956     MARK NOT FOUND   CGS
 LW2423
 LW2423                          STATION DESCRIPTION
 LW2423
 LW2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2423'THE STATION WAS NOT RECOVERED.  THERE IS NO ROUND TOWER EXISTING
 LW2423'IN THE LOCALITY AT THE PRESENT TIME.  THE STATION SHOULD BE
 LW2423'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0626 ***********************************************************************
 LW0626  DESIGNATION -  RPS 17 2
 LW0626  PID         -  LW0626
 LW0626  STATE/COUNTY-  RI/NEWPORT
 LW0626  USGS QUAD   -  SAKONNET POINT (1970)
 LW0626
 LW0626                         *CURRENT SURVEY CONTROL
 LW0626  ___________________________________________________________________
 LW0626* NAD 83(1986)-  41 27 54.     (N)    071 11 31.     (W)     SCALED    
 LW0626* NAVD 88     -         2.468  (meters)       8.10   (feet)  ADJUSTED  
 LW0626  ___________________________________________________________________
 LW0626  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW0626  DYNAMIC HT  -           2.467 (meters)       8.09  (feet)  COMP
 LW0626  MODELED GRAV-     980,293.0   (mgal)                       NAVD 88
 LW0626
 LW0626  VERT ORDER  -  SECOND    CLASS 0
 LW0626
 LW0626.The horizontal coordinates were scaled from a topographic map and have
 LW0626.an estimated accuracy of +/- 6 seconds.
 LW0626
 LW0626.The orthometric height was determined by differential leveling
 LW0626.and adjusted by the National Geodetic Survey in June 1991..
 LW0626
 LW0626.The geoid height was determined by GEOID03.
 LW0626
 LW0626.The dynamic height is computed by dividing the NAVD 88
 LW0626.geopotential number by the normal gravity value computed on the
 LW0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0626.degrees latitude (g = 980.6199 gals.).
 LW0626
 LW0626.The modeled gravity was interpolated from observed gravity values.
 LW0626
 LW0626;                    North         East    Units  Estimated Accuracy
 LW0626;SPC RI       -    42,430.      125,740.      MT  (+/- 180 meters Scaled)
 LW0626
 LW0626                          SUPERSEDED SURVEY CONTROL
 LW0626
 LW0626  NGVD 29 (??/??/92)    2.741  (m)            8.99   (f) ADJ UNCH    2 0
 LW0626
 LW0626.Superseded values are not recommended for survey control.
 LW0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0626.See file dsdata.txt to determine how the superseded data were derived.
 LW0626
 LW0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF169926(NAD 83)
 LW0626_MARKER: DJ = TIDAL STATION DISK
 LW0626_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0626_SP_SET: UNSPECIFIED ROCK
 LW0626_STAMPING: RPS 17 NO 2
 LW0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0626
 LW0626  HISTORY     - Date     Condition        Report By
 LW0626  HISTORY     - UNK      MONUMENTED       CGS
 LW0626  HISTORY     - 1951     GOOD             NGS
 LW0626  HISTORY     - 20051028 MARK NOT FOUND   USPSQD
 LW0626
 LW0626                          STATION DESCRIPTION
 LW0626
 LW0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LW0626'AT SAKONNET POINT.
 LW0626'AT SAKONNET POINT, NEWPORT COUNTY, AT THE DOCKS, 36 FEET
 LW0626'NORTHEAST OF THE NORTHEAST CORNER OF A BOWLING ALLEY AND
 LW0626'DANCEHALL, 27 FEET NORTH OF THE NORTH WALL OF A SMALL FISH
 LW0626'MARKET BUILDING, 18 FEET EAST OF THE CENTER LINE OF THE ROAD
 LW0626'LEADING NORTH TO THE DOCK, AND ON THE SIDE OF A ROCK.
 LW0626'NOTE-- MARK SEARCHED FOR BUT NOT REC. AREA DESCRIBED HAS BEEN
 LW0626'FILLED IN AND IS NOW A PARKING LOT.
 LW0626
 LW0626                          STATION RECOVERY (2005)
 LW0626
 LW0626'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAP)
 LW0626'THERE ARE NO BOWLING ALLEY, DANCEHALL, FISH MARKET, DOCK TO THE NORTH
 LW0626'AND ROCK IN THIS AREA.
 LW0626' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0093 ***********************************************************************
 LW0093  DESIGNATION -  RRPC NAS
 LW0093  PID         -  LW0093
 LW0093  STATE/COUNTY-  RI/WASHINGTON
 LW0093  USGS QUAD   -  WICKFORD (1995)
 LW0093
 LW0093                         *CURRENT SURVEY CONTROL
 LW0093  ___________________________________________________________________
 LW0093* NAD 83(1986)-  41 35 34.     (N)    071 25 52.     (W)     SCALED    
 LW0093* NAVD 88     -         5.221  (meters)      17.13   (feet)  ADJUSTED  
 LW0093  ___________________________________________________________________
 LW0093  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW0093  DYNAMIC HT  -           5.220 (meters)      17.13  (feet)  COMP
 LW0093  MODELED GRAV-     980,295.4   (mgal)                       NAVD 88
 LW0093
 LW0093  VERT ORDER  -  FIRST     CLASS I
 LW0093
 LW0093.The horizontal coordinates were scaled from a topographic map and have
 LW0093.an estimated accuracy of +/- 6 seconds.
 LW0093
 LW0093.The orthometric height was determined by differential leveling
 LW0093.and adjusted by the National Geodetic Survey in June 1991..
 LW0093
 LW0093.The geoid height was determined by GEOID03.
 LW0093
 LW0093.The dynamic height is computed by dividing the NAVD 88
 LW0093.geopotential number by the normal gravity value computed on the
 LW0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0093.degrees latitude (g = 980.6199 gals.).
 LW0093
 LW0093.The modeled gravity was interpolated from observed gravity values.
 LW0093
 LW0093;                    North         East    Units  Estimated Accuracy
 LW0093;SPC RI       -    56,580.      105,740.      MT  (+/- 180 meters Scaled)
 LW0093
 LW0093                          SUPERSEDED SURVEY CONTROL
 LW0093
 LW0093  NGVD 29 (??/??/92)    5.488  (m)           18.01   (f) ADJ UNCH    1 1
 LW0093
 LW0093.Superseded values are not recommended for survey control.
 LW0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0093.See file dsdata.txt to determine how the superseded data were derived.
 LW0093
 LW0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG973074(NAD 83)
 LW0093_MARKER: Z = SEE DESCRIPTION
 LW0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0093+STABILITY: SURFACE MOTION
 LW0093
 LW0093  HISTORY     - Date     Condition        Report By
 LW0093  HISTORY     - UNK      MONUMENTED       USN
 LW0093  HISTORY     - 1965     GOOD             NGS
 LW0093
 LW0093                          STATION DESCRIPTION
 LW0093
 LW0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0093'AT QUONSET POINT NAS.
 LW0093'AT THE QUONSET POINT NAVAL AIR STATION, ABOUT 130 YARDS NORTHWEST
 LW0093'OF THE MAIN GATE AT ENTRANCE TO STATION, IN THE CENTER OF A SPUR
 LW0093'RAILROAD TRACK LEADING INTO THE STATION, 70 FEET EAST OF THE
 LW0093'NORTHEAST CORNER OF A FENCE AROUND A POWER SUB-STATION, 38 FEET
 LW0093'SOUTHWEST OF THE CENTER LINE OF ROGER WILLIAMS WAY, DIRECTLY
 LW0093'BETWEEN THE RAILS OF TRACK, ABOUT LEVEL WITH ROGER WILLIAMS WAY
 LW0093'AND SET IN THE TOP OF A CONCRETE POST 1/2 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2316 ***********************************************************************
 LW2316  DESIGNATION -  RUM 1913
 LW2316  PID         -  LW2316
 LW2316  STATE/COUNTY-  RI/BRISTOL
 LW2316  USGS QUAD   -  BRISTOL (1975)
 LW2316
 LW2316                         *CURRENT SURVEY CONTROL
 LW2316  ___________________________________________________________________
 LW2316* NAD 83(1996)-  41 42 22.58081(N)    071 18 07.42481(W)     ADJUSTED  
 LW2316* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2316  ___________________________________________________________________
 LW2316  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 LW2316  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW2316
 LW2316  HORZ ORDER  -  THIRD
 LW2316
 LW2316.The horizontal coordinates were established by classical geodetic methods
 LW2316.and adjusted by the National Geodetic Survey in August 1998..
 LW2316
 LW2316.The orthometric height was scaled from a topographic map.
 LW2316
 LW2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2316
 LW2316.The geoid height was determined by GEOID03.
 LW2316
 LW2316;                    North         East     Units Scale Factor Converg.
 LW2316;SPC RI       -    69,203.083   116,474.378   MT  0.99999709   +0 07 54.1
 LW2316;SPC RI       -   227,043.78    382,133.02   sFT  0.99999709   +0 07 54.1
 LW2316;UTM  19      - 4,619,725.505   308,468.408   MT  1.00005145   -1 31 55.4
 LW2316
 LW2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2316!SPC RI       -   1.00000454  x   0.99999709  =   1.00000163
 LW2316!UTM  19      -   1.00000454  x   1.00005145  =   1.00005599
 LW2316
 LW2316                          SUPERSEDED SURVEY CONTROL
 LW2316
 LW2316  NAD 83(1996)-  41 42 22.58058(N)    071 18 07.42469(W) AD(       ) 3
 LW2316  NAD 83(1992)-  41 42 22.57914(N)    071 18 07.42383(W) AD(       ) 3
 LW2316  NAD 83(1992)-  41 42 22.57883(N)    071 18 07.42379(W) AD(       ) 3
 LW2316  NAD 83(1986)-  41 42 22.57949(N)    071 18 07.42302(W) AD(       ) 3
 LW2316  NAD 27      -  41 42 22.23400(N)    071 18 09.25300(W) AD(       ) 3
 LW2316
 LW2316.Superseded values are not recommended for survey control.
 LW2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2316.See file dsdata.txt to determine how the superseded data were derived.
 LW2316
 LW2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0846819726(NAD 83)
 LW2316_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2316+STABILITY: SURFACE MOTION
 LW2316
 LW2316  HISTORY     - Date     Condition        Report By
 LW2316  HISTORY     - 1913     MONUMENTED       CGS
 LW2316  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2316  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LW2316  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2316
 LW2316                          STATION DESCRIPTION
 LW2316
 LW2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2316'STATION IS ON THE END OF A LOW RIDGE ON THE EXTREME SOUTHERN END
 LW2316'OF RUMSTICK POINT, WHICH IS IN THE NORTHERN PART OF NARRAGANSETT
 LW2316'BAY AND ON THE WESTERN SIDE OF THE MOUTH OF WARREN RIVER.  THE
 LW2316'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 LW2316'DESCRIBED IN NOTE 1A.  THE UNDERGROUND MARK IS AN IRON NAIL IN A
 LW2316'BLOCK OF CONCRETE AS DESCRIBED IN NOTE 7C.
 LW2316
 LW2316                          STATION RECOVERY (1935)
 LW2316
 LW2316'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2316'SURFACE MARK IS GONE, BUT THE UNDERGROUND MARK IS INTACT.  ITS
 LW2316'TOP IS ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND AND NOT MUCH
 LW2316'ABOVE THE LEVEL OF HIGH WATER.
 LW2316'
 LW2316'STATION IS IN THE SAND AT THE EXTREME S END OF RUMSTICK POINT,
 LW2316'NOT MANY FEET IN FROM HIGH-WATER LINE MEASURED EITHER N OR W.  IT
 LW2316'WAS UNCOVERED 397.5 FEET S OF RHODE ISLAND COMMISSION SHELL
 LW2316'FISHERIES STATION NO. 152, WHICH IS A DISK SET IN THE TOP OF A
 LW2316'SMALL ROUND STONE IN THE GRASS AT THE FOOT OF THE BLUFF AND NOT
 LW2316'FAR W OF HIGH-WATER LINE.  AFTER UNCOVERING THE STATION, I PILED
 LW2316'A CAIRN OF BEACH STONES OVER IT AS A TEMPORARY SURFACE MARK
 LW2316'UNTIL SUCH TIME AS THE STATION MAY BE MORE PERMANENTLY
 LW2316'REFERENCED.
 LW2316
 LW2316                          STATION RECOVERY (1942)
 LW2316
 LW2316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WM)
 LW2316'A STANDARD C. AND G.S. CONCRETE MARKER SHOWING 3 INCHES ABOVE
 LW2316'GROUND.  CAST IN TOP OF MARKER IS 1913 C. AND G.S. WITH A RUSTY IRON
 LW2316'PIN IN THE CENTER.  12.7 FEET FROM THIS MARKER IS AN IRON PIPE
 LW2316'FIRMLY DRIVEN IN THE GROUND.  SPACED AROUND THIS PIPE ARE FOUR
 LW2316'STAKES AND THE REMAINS OF BRACES SHOWING THAT SOMETIME AGO
 LW2316'A TEMPORARY TARGET OR TRIPOD WAS ERECTED OVER THIS PIPE.  PIPE
 LW2316'IS FIVE DEGREES, MORE OR LESS, WEST OF A LINE FROM THE CONCRETE
 LW2316'MARKER TO NAYATT POINT OLD LIGHT TOWER.
 LW2316
 LW2316                          STATION RECOVERY (1956)
 LW2316
 LW2316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2316'STATION LOST.  THE MARKS HAVE EVIDENTLY BEEN DESTROYED BY EROSION
 LW2316'AS NO TRACE OF THEM COULD BE FOUND, AND THE SHORELINE SHOWS SIGNS
 LW2316'OF EXTENSIVE EROSION.
 LW2316'
 LW2316'SEE DESCRIPTION AND POSITION OF STATION RUM 2 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2315 ***********************************************************************
 LW2315  DESIGNATION -  RUM 2
 LW2315  PID         -  LW2315
 LW2315  STATE/COUNTY-  RI/BRISTOL
 LW2315  USGS QUAD   -  BRISTOL (1975)
 LW2315
 LW2315                         *CURRENT SURVEY CONTROL
 LW2315  ___________________________________________________________________
 LW2315* NAD 83(1996)-  41 42 24.24239(N)    071 18 09.03008(W)     ADJUSTED  
 LW2315* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2315  ___________________________________________________________________
 LW2315  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 LW2315  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW2315
 LW2315  HORZ ORDER  -  THIRD
 LW2315
 LW2315.The horizontal coordinates were established by classical geodetic methods
 LW2315.and adjusted by the National Geodetic Survey in August 1998..
 LW2315
 LW2315.The orthometric height was scaled from a topographic map.
 LW2315
 LW2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2315
 LW2315.The geoid height was determined by GEOID03.
 LW2315
 LW2315;                    North         East     Units Scale Factor Converg.
 LW2315;SPC RI       -    69,254.260   116,437.148   MT  0.99999707   +0 07 53.0
 LW2315;SPC RI       -   227,211.68    382,010.88   sFT  0.99999707   +0 07 53.0
 LW2315;UTM  19      - 4,619,777.745   308,432.677   MT  1.00005162   -1 31 56.5
 LW2315
 LW2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2315!SPC RI       -   1.00000454  x   0.99999707  =   1.00000161
 LW2315!UTM  19      -   1.00000454  x   1.00005162  =   1.00005616
 LW2315
 LW2315:                Primary Azimuth Mark                     Grid Az
 LW2315:SPC RI       -  ALLEN ROCK LIGHT                         045 42 21.3
 LW2315:UTM  19      -  ALLEN ROCK LIGHT                         047 22 10.8
 LW2315
 LW2315|---------------------------------------------------------------------|
 LW2315| PID    Reference Object                     Distance      Geod. Az  |
 LW2315|                                                           dddmmss.s |
 LW2315| LW2362 ALLEN ROCK LIGHT                    APPROX. 1.1 KM 0455014.3 |
 LW2315| LW2323 KID 1913                            APPROX. 1.7 KM 1502253.8 |
 LW2315| LW2560 WARWICK LIGHT                       APPROX. 7.7 KM 2351035.5 |
 LW2315|---------------------------------------------------------------------|
 LW2315
 LW2315                          SUPERSEDED SURVEY CONTROL
 LW2315
 LW2315  NAD 83(1996)-  41 42 24.24217(N)    071 18 09.02997(W) AD(       ) 3
 LW2315  NAD 83(1992)-  41 42 24.24071(N)    071 18 09.02910(W) AD(       ) 3
 LW2315  NAD 83(1992)-  41 42 24.24041(N)    071 18 09.02907(W) AD(       ) 3
 LW2315  NAD 83(1986)-  41 42 24.24108(N)    071 18 09.02826(W) AD(       ) 3
 LW2315  NAD 27      -  41 42 23.89200(N)    071 18 10.85300(W) AD(       ) 3
 LW2315
 LW2315.Superseded values are not recommended for survey control.
 LW2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2315.See file dsdata.txt to determine how the superseded data were derived.
 LW2315
 LW2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0843319778(NAD 83)
 LW2315_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2315_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2315+STABILITY: SURFACE MOTION
 LW2315
 LW2315  HISTORY     - Date     Condition        Report By
 LW2315  HISTORY     - 1956     MONUMENTED       CGS
 LW2315
 LW2315                          STATION DESCRIPTION
 LW2315
 LW2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2315'LOCATED 200 FEET NORTHWEST OF THE SOUTHERN TIP OF RUMSTICK
 LW2315'POINT, ON A NARROW STRIP OF SANDY BEACH, 17.4 FEET NORTHEAST OF
 LW2315'THE MHWL.  A STANDARD DISK STAMPED RUM 2 1956 SET IN THE TOP OF
 LW2315'A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE
 LW2315'THE GROUND.
 LW2315'
 LW2315'THE SUB SURFACE MARK IS A STANDARD DISK STAMPED RUM 2 1956 SET
 LW2315'IN A MASS OF CONCRETE 6 INCHES BELOW BOTTOM OF THE SURFACE MARK AND
 LW2315'SEPARATED BY SAND AND A WOODEN BOARD.
 LW2315'
 LW2315'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 22.4 FEET
 LW2315'NORTHEAST OF THE MHWL.  A STANDARD DISK STAMPED RUM 2 NO 1 1956
 LW2315'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING
 LW2315'4 INCHES ABOVE THE GROUND.
 LW2315'
 LW2315'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 25.5 FEET
 LW2315'NORTHEAST OF THE MHWL.  A STANDARD DISK STAMPED RUM 2 NO 2 1956
 LW2315'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING
 LW2315'4 INCHES ABOVE THE GROUND.
 LW2315'
 LW2315'THE STATION MAY BE REACHED ON FOOT ALONG THE WESTERN SHORE OF
 LW2315'THE POINT.
 LW2315'
 LW2315'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION - 71.39 FEET
 LW2315'21.760 METERS.
 LW2315'
 LW2315'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION - 82.05 FEET
 LW2315'25.009 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2647 ***********************************************************************
 LW2647  DESIGNATION -  RUMFORD
 LW2647  PID         -  LW2647
 LW2647  STATE/COUNTY-  RI/PROVIDENCE
 LW2647  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2647
 LW2647                         *CURRENT SURVEY CONTROL
 LW2647  ___________________________________________________________________
 LW2647* NAD 83(1996)-  41 50 42.77344(N)    071 21 05.61869(W)     ADJUSTED  
 LW2647* NAVD 88     -        21.7    (meters)      71.     (feet)  VERTCON   
 LW2647  ___________________________________________________________________
 LW2647  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LW2647  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LW2647
 LW2647  HORZ ORDER  -  FIRST
 LW2647
 LW2647.The horizontal coordinates were established by classical geodetic methods
 LW2647.and adjusted by the National Geodetic Survey in August 1998..
 LW2647
 LW2647.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2647
 LW2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2647
 LW2647.The geoid height was determined by GEOID03.
 LW2647
 LW2647;                    North         East     Units Scale Factor Converg.
 LW2647;SPC RI       -    84,626.891   112,327.989   MT  0.99999562   +0 05 56.5
 LW2647;SPC RI       -   277,646.72    368,529.41   sFT  0.99999562   +0 05 56.5
 LW2647;SPC MA M     -   843,888.150   212,327.857   MT  0.99998368   +0 05 59.0
 LW2647;SPC MA M     - 2,768,656.37    696,612.31   sFT  0.99998368   +0 05 59.0
 LW2647;UTM  19      - 4,635,264.335   304,771.958   MT  1.00006903   -1 34 09.4
 LW2647
 LW2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2647!SPC RI       -   1.00000121  x   0.99999562  =   0.99999683
 LW2647!SPC MA M     -   1.00000121  x   0.99998368  =   0.99998489
 LW2647!UTM  19      -   1.00000121  x   1.00006903  =   1.00007024
 LW2647
 LW2647:                Primary Azimuth Mark                     Grid Az
 LW2647:SPC RI       -  RUMFORD AZ MK                            197 53 32.8
 LW2647:SPC MA M     -  RUMFORD AZ MK                            197 53 30.3
 LW2647:UTM  19      -  RUMFORD AZ MK                            199 33 38.7
 LW2647
 LW2647|---------------------------------------------------------------------|
 LW2647| PID    Reference Object                     Distance      Geod. Az  |
 LW2647|                                                           dddmmss.s |
 LW2647| CB8496 RUMFORD AZ MK                                      1975929.3 |
 LW2647| CB8498 RUMFORD RM 2                         32.631 METERS 20441     |
 LW2647| CB8497 RUMFORD RM 1                         27.387 METERS 35810     |
 LW2647|---------------------------------------------------------------------|
 LW2647
 LW2647                          SUPERSEDED SURVEY CONTROL
 LW2647
 LW2647  NAD 83(1996)-  41 50 42.77342(N)    071 21 05.61853(W) AD(       ) 1
 LW2647  NAD 83(1992)-  41 50 42.77199(N)    071 21 05.61785(W) AD(       ) 1
 LW2647  NAD 83(1992)-  41 50 42.77190(N)    071 21 05.61777(W) AD(       ) 1
 LW2647  NAD 83(1986)-  41 50 42.77051(N)    071 21 05.61788(W) AD(       ) 1
 LW2647  NAD 27      -  41 50 42.41137(N)    071 21 07.41619(W) AD(       ) 1
 LW2647  NGVD 29 (07/19/86)   21.9    (m)           72.     (f) VERT ANG       
 LW2647
 LW2647.Superseded values are not recommended for survey control.
 LW2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2647.See file dsdata.txt to determine how the superseded data were derived.
 LW2647
 LW2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0477235264(NAD 83)
 LW2647_MARKER: DS = TRIANGULATION STATION DISK
 LW2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2647+STABILITY: SURFACE MOTION
 LW2647
 LW2647  HISTORY     - Date     Condition        Report By
 LW2647  HISTORY     - 1968     MONUMENTED       CGS
 LW2647  HISTORY     - 1975     GOOD             LOCENG
 LW2647  HISTORY     - 1984     GOOD             LOCENG
 LW2647  HISTORY     - 20040427 GOOD             EPDPW
 LW2647
 LW2647                          STATION DESCRIPTION
 LW2647
 LW2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2647'THE STATION IS LOCATED 2-3/4 MILES NORTHEAST OF PROVIDENCE, AT
 LW2647'THE SOUTHEAST EDGE OF RUMFORD AND ON THE GROUNDS OF ST
 LW2647'MARGARETTS CATHOLIC CHURCH.
 LW2647'
 LW2647'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LW2647'95 AND INTERSTATE HIGHWAY 195 IN PROVIDENCE, GO EAST ON I-195
 LW2647'FOR 3.5 MILES TO THE STATE HIGHWAY 114 NORTH EXIT.  TURN RIGHT
 LW2647'AND CIRCLE AROUND THE EXIT RAMP AND GO NORTH ON HIGHWAY 114 FOR
 LW2647'2.2 MILES TO THE JUNCTION OF U.S. HIGHWAY 44 AND STATE HIGHWAY
 LW2647'114.  CONTINUE NORTH ON HIGHWAY 114 FOR 1.7 MILES TO THE STATION
 LW2647'ON THE RIGHT IN A REVERSE Y FORK ON THE GROUNDS OF ST
 LW2647'MARGARETTS CATHOLIC CHURCH.
 LW2647'
 LW2647'STATION MARK, STAMPED RUMFORD 1968 IS A STANDARD DISK SET IN A
 LW2647'ROUND CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 LW2647'SURFACE.  IT IS 49 FEET EAST OF THE CENTER OF PAWTUCKET AVE.,
 LW2647'44 FEET WEST OF THE CENTER OF BISHOP AVE., AND 33 FEET SOUTH OF
 LW2647'A 36-INCH ELM TREE.
 LW2647'
 LW2647'RM 1, STAMPED RUMFORD NO 1 1968 IS A STANDARD DISK SET IN A
 LW2647'ROUND CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 LW2647'SURFACE.  IT IS 68 FEET EAST OF THE 36-INCH ELM TREE, 34.5 FEET
 LW2647'SOUTH OF UTILITY POLE NUMBER 12 AND 16 FEET EAST OF THE CENTER
 LW2647'OF BISHOP AVE.
 LW2647'
 LW2647'RM 2, STAMPED RUMFORD NO 2 1968 IS A STANDARD DISK SET IN A
 LW2647'DRILL HOLE IN A CONCRETE SIDEWALK AT THE NORTHWEST EDGE OF A
 LW2647'MANHOLE COVER.  IT IS 21 FEET WEST OF THE CENTER OF PAWTUCKET
 LW2647'AVE., AND 6 INCHES EAST OF A ROCK WALL.
 LW2647'
 LW2647'AZ MK, STAMPED RUMFORD 1968 IS A STANDARD DISK SET IN A ROUND
 LW2647'CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND SURFACE.  IT
 LW2647'IS 68 FEET SOUTHEAST OF THE ENTRANCE TO A CEMETERY, 32 FEET
 LW2647'NORTHEAST OF THE CENTER OF NEWMAN ST., 25 FEET NORTHWEST OF
 LW2647'POWER POLE NUMBER 208-S AND 4 FEET SOUTHWEST OF THE CEMETERY
 LW2647'FENCE.
 LW2647'
 LW2647'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 LW2647'HIGHWAY 114 FOR 0.05 MILE TO A CEMETERY ENTRANCE.  TURN RIGHT
 LW2647'AND GO SOUTHWEST ON THE CEMETERY DRIVEWAY FOR 0.2 MILE TO THE
 LW2647'SOUTHWEST EDGE OF THE CEMETERY AND THE AZIMUTH MARK ON THE LEFT
 LW2647'AS DESCRIBED.
 LW2647'
 LW2647'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LW2647
 LW2647                          STATION RECOVERY (1975)
 LW2647
 LW2647'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 LW2647'STATION MARK WAS FOUND IN GOOD CONDITION.  THE 36 IN ELM
 LW2647'MENTIONED IN THE DESCRIPTION IS GONE.
 LW2647'
 LW2647'RM 1, RM 2 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 LW2647'
 LW2647'THERE ARE NO SIGNS, NONE REQUIRED.
 LW2647
 LW2647                          STATION RECOVERY (1984)
 LW2647
 LW2647'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (GD)
 LW2647'RUMFORD 1968 RECOVERED GOOD.
 LW2647
 LW2647                          STATION RECOVERY (2004)
 LW2647
 LW2647'RECOVERY NOTE BY   2004
 LW2647'STATION MARK, STAMPED RUMFORD 1968, RECOVERED IN GOOD CONDITION WITH
 LW2647'THE FOLLOWING ADDITIONAL INFORMATION. 15.9 FEET SOUTHEAST OF A RHODE
 LW2647'ISLAND HIGHWAY BOUND ON PAWTUCKET AVENUE (ROUTE 114) AT THE POINT OF
 LW2647'CURVATURE OF THE PROPERTY LINE AT THE INTERSECTION OF PAWTUCKET AVENUE
 LW2647'AND BISHOP AVENUE, 32.1 FEET SOUTH-SOUTHWEST OF UTILITY POLE NO. 1
 LW2647'(BISHOP AVENUE), 83.5 FEET NORTH OF UTILITY POLE NO. 57 (PAWTUCKET
 LW2647'AVENUE).
 LW2647' 
 LW2647'AZIMUTH MARK RECOVERED IN GOOD CONDITION AS DESCRIBED. HOWEVER, GROWTH
 LW2647'OF TREES AND SHRUBS PREVENTS LINE OF SIGHT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2639 ***********************************************************************
 LW2639  DESIGNATION -  RUMFORD FIRST NAT STORES TANK
 LW2639  PID         -  LW2639
 LW2639  STATE/COUNTY-  RI/PROVIDENCE
 LW2639  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2639
 LW2639                         *CURRENT SURVEY CONTROL
 LW2639  ___________________________________________________________________
 LW2639* NAD 83(1996)-  41 51 07.05208(N)    071 21 01.37898(W)     ADJUSTED  
 LW2639* NAVD 88     -                                                        
 LW2639  ___________________________________________________________________
 LW2639  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 LW2639  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LW2639
 LW2639  HORZ ORDER  -  THIRD
 LW2639
 LW2639.The horizontal coordinates were established by classical geodetic methods
 LW2639.and adjusted by the National Geodetic Survey in August 1998..
 LW2639
 LW2639
 LW2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2639
 LW2639.The geoid height was determined by GEOID03.
 LW2639
 LW2639;                    North         East     Units Scale Factor Converg.
 LW2639;SPC RI       -    85,376.122   112,424.492   MT  0.99999565   +0 05 59.4
 LW2639;SPC RI       -   280,104.83    368,846.02   sFT  0.99999565   +0 05 59.4
 LW2639;SPC MA M     -   844,637.373   212,424.350   MT  0.99998296   +0 06 01.8
 LW2639;SPC MA M     - 2,771,114.45    696,928.89   sFT  0.99998296   +0 06 01.8
 LW2639;UTM  19      - 4,636,010.494   304,890.244   MT  1.00006846   -1 34 07.3
 LW2639
 LW2639                          SUPERSEDED SURVEY CONTROL
 LW2639
 LW2639  NAD 83(1996)-  41 51 07.05202(N)    071 21 01.37886(W) AD(       ) 4
 LW2639  NAD 83(1992)-  41 51 07.05057(N)    071 21 01.37816(W) AD(       ) 4
 LW2639  NAD 83(1992)-  41 51 07.05050(N)    071 21 01.37809(W) AD(       ) 4
 LW2639  NAD 83(1986)-  41 51 07.04894(N)    071 21 01.37805(W) AD(       ) 4
 LW2639  NAD 27      -  41 51 06.69017(N)    071 21 03.17684(W) AD(       ) 3
 LW2639
 LW2639.Superseded values are not recommended for survey control.
 LW2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2639.See file dsdata.txt to determine how the superseded data were derived.
 LW2639
 LW2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0489036010(NAD 83)
 LW2639
 LW2639  HISTORY     - Date     Condition        Report By
 LW2639  HISTORY     - 1968     MONUMENTED       CGS
 LW2639
 LW2639                          STATION DESCRIPTION
 LW2639
 LW2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2639'THE STATION, RUMFORD FIRST NATIONAL STORES INCORPORATED WATER
 LW2639'TANK, IS THE TOP CENTER OF THE SILVER CYLINDRICAL TANK WHICH
 LW2639'IS SUPPORTED BY 4 STEEL LEGS AND IS ABOUT 90 FEET IN HEIGHT.
 LW2639'
 LW2639'THE STATION IS LOCATED ABOUT 0.1 MILE NORTHWEST OF INTERSECTION
 LW2639'OF BRENTWOOD STREET AND FERRIS AVENUE IN RUMFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2646 ***********************************************************************
 LW2646  DESIGNATION -  RUMFORD HOD REALTY CO TANK
 LW2646  PID         -  LW2646
 LW2646  STATE/COUNTY-  RI/PROVIDENCE
 LW2646  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2646
 LW2646                         *CURRENT SURVEY CONTROL
 LW2646  ___________________________________________________________________
 LW2646* NAD 83(1996)-  41 50 24.52146(N)    071 21 13.69500(W)     ADJUSTED  
 LW2646* NAVD 88     -                                                        
 LW2646  ___________________________________________________________________
 LW2646  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW2646  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW2646
 LW2646  HORZ ORDER  -  THIRD
 LW2646
 LW2646.The horizontal coordinates were established by classical geodetic methods
 LW2646.and adjusted by the National Geodetic Survey in August 1998..
 LW2646
 LW2646
 LW2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2646
 LW2646.The geoid height was determined by GEOID03.
 LW2646
 LW2646;                    North         East     Units Scale Factor Converg.
 LW2646;SPC RI       -    84,063.449   112,142.629   MT  0.99999556   +0 05 51.1
 LW2646;SPC RI       -   275,798.17    367,921.28   sFT  0.99999556   +0 05 51.1
 LW2646;SPC MA M     -   843,324.712   212,142.506   MT  0.99998423   +0 05 53.5
 LW2646;SPC MA M     - 2,766,807.83    696,004.21   sFT  0.99998423   +0 05 53.5
 LW2646;UTM  19      - 4,634,706.487   304,570.260   MT  1.00007000   -1 34 14.2
 LW2646
 LW2646                          SUPERSEDED SURVEY CONTROL
 LW2646
 LW2646  NAD 83(1996)-  41 50 24.52137(N)    071 21 13.69486(W) AD(       ) 4
 LW2646  NAD 83(1992)-  41 50 24.51995(N)    071 21 13.69419(W) AD(       ) 4
 LW2646  NAD 83(1992)-  41 50 24.51985(N)    071 21 13.69411(W) AD(       ) 4
 LW2646  NAD 83(1986)-  41 50 24.51841(N)    071 21 13.69423(W) AD(       ) 4
 LW2646  NAD 27      -  41 50 24.15905(N)    071 21 15.49201(W) AD(       ) 3
 LW2646
 LW2646.Superseded values are not recommended for survey control.
 LW2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2646.See file dsdata.txt to determine how the superseded data were derived.
 LW2646
 LW2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0457034706(NAD 83)
 LW2646
 LW2646  HISTORY     - Date     Condition        Report By
 LW2646  HISTORY     - 1968     MONUMENTED       CGS
 LW2646
 LW2646                          STATION DESCRIPTION
 LW2646
 LW2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2646'THE STATION, RUMFORD HOD REALTY COMPANY WATER TANK, IS THE TOP
 LW2646'CENTER OF THE SILVER CYLINDRICAL TANK SUPPORTED BY 4 STEEL LEGS
 LW2646'AND IS ABOUT 100 FEET IN HEIGHT.
 LW2646'
 LW2646'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF GREENWOOD
 LW2646'STREET AND N BROADWAY STREET IN RUMFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2648 ***********************************************************************
 LW2648  DESIGNATION -  RUMFORD ST MARGARETTS CATH CH
 LW2648  PID         -  LW2648
 LW2648  STATE/COUNTY-  RI/PROVIDENCE
 LW2648  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2648
 LW2648                         *CURRENT SURVEY CONTROL
 LW2648  ___________________________________________________________________
 LW2648* NAD 83(1996)-  41 50 39.14743(N)    071 21 03.86200(W)     ADJUSTED  
 LW2648* NAVD 88     -                                                        
 LW2648  ___________________________________________________________________
 LW2648  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LW2648  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LW2648
 LW2648  HORZ ORDER  -  THIRD
 LW2648
 LW2648.The horizontal coordinates were established by classical geodetic methods
 LW2648.and adjusted by the National Geodetic Survey in August 1998..
 LW2648
 LW2648
 LW2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2648
 LW2648.The geoid height was determined by GEOID03.
 LW2648
 LW2648;                    North         East     Units Scale Factor Converg.
 LW2648;SPC RI       -    84,515.089   112,368.709   MT  0.99999563   +0 05 57.7
 LW2648;SPC RI       -   277,279.92    368,663.01   sFT  0.99999563   +0 05 57.7
 LW2648;SPC MA M     -   843,776.350   212,368.578   MT  0.99998379   +0 06 00.1
 LW2648;SPC MA M     - 2,768,289.57    696,745.91   sFT  0.99998379   +0 06 00.1
 LW2648;UTM  19      - 4,635,151.387   304,809.409   MT  1.00006885   -1 34 08.1
 LW2648
 LW2648                          SUPERSEDED SURVEY CONTROL
 LW2648
 LW2648  NAD 83(1996)-  41 50 39.14737(N)    071 21 03.86182(W) AD(       ) 4
 LW2648  NAD 83(1992)-  41 50 39.14594(N)    071 21 03.86116(W) AD(       ) 4
 LW2648  NAD 83(1992)-  41 50 39.14585(N)    071 21 03.86107(W) AD(       ) 4
 LW2648  NAD 83(1986)-  41 50 39.14433(N)    071 21 03.86128(W) AD(       ) 4
 LW2648  NAD 27      -  41 50 38.78521(N)    071 21 05.65967(W) AD(       ) 3
 LW2648
 LW2648.Superseded values are not recommended for survey control.
 LW2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2648.See file dsdata.txt to determine how the superseded data were derived.
 LW2648
 LW2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0480935151(NAD 83)
 LW2648
 LW2648  HISTORY     - Date     Condition        Report By
 LW2648  HISTORY     - 1968     MONUMENTED       CGS
 LW2648
 LW2648                          STATION DESCRIPTION
 LW2648
 LW2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2648'THE STATION, RUMFORD SAINT MARGARETTS CATHOLIC CHURCH SPIRE, IS
 LW2648'THE TOP CENTER OF THE CROSS ATOP SPIRE AND IS ABOUT 75 FEET IN
 LW2648'HEIGHT.
 LW2648'
 LW2648'THE STATION IS LOCATED IN NORTHEAST CORNER OF E. PAWTUCKET
 LW2648'STREET AND CLIFFORD STREET IN RUMFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3496 ***********************************************************************
 LW3496  DESIGNATION -  RUSSO
 LW3496  PID         -  LW3496
 LW3496  STATE/COUNTY-  RI/PROVIDENCE
 LW3496  USGS QUAD   -  NORTH SCITUATE (1975)
 LW3496
 LW3496                         *CURRENT SURVEY CONTROL
 LW3496  ___________________________________________________________________
 LW3496* NAD 83(1996)-  41 46 13.30024(N)    071 33 16.93140(W)     ADJUSTED  
 LW3496* NAVD 88     -       152.5    (meters)     500.     (feet)  VERTCON   
 LW3496  ___________________________________________________________________
 LW3496  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 LW3496  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW3496
 LW3496  HORZ ORDER  -  FIRST
 LW3496
 LW3496.The horizontal coordinates were established by classical geodetic methods
 LW3496.and adjusted by the National Geodetic Survey in August 1998..
 LW3496
 LW3496.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3496
 LW3496.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3496
 LW3496.The geoid height was determined by GEOID03.
 LW3496
 LW3496;                    North         East     Units Scale Factor Converg.
 LW3496;SPC RI       -    76,303.772    95,451.571   MT  0.99999400   -0 02 11.2
 LW3496;SPC RI       -   250,339.96    313,160.70   sFT  0.99999400   -0 02 11.2
 LW3496;UTM  19      - 4,627,434.811   287,658.535   MT  1.00015488   -1 42 08.8
 LW3496
 LW3496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3496!SPC RI       -   0.99998076  x   0.99999400  =   0.99997476
 LW3496!UTM  19      -   0.99998076  x   1.00015488  =   1.00013564
 LW3496
 LW3496:                Primary Azimuth Mark                     Grid Az
 LW3496:SPC RI       -  RUSSO AZ MK                              064 03 54.2
 LW3496:UTM  19      -  RUSSO AZ MK                              065 43 51.8
 LW3496
 LW3496|---------------------------------------------------------------------|
 LW3496| PID    Reference Object                     Distance      Geod. Az  |
 LW3496|                                                           dddmmss.s |
 LW3496| CB8499 RUSSO AZ MK                                        0640143.0 |
 LW3496| CB8500 RUSSO RM 1                           26.308 METERS 16242     |
 LW3496| CB8501 RUSSO RM 2                           32.736 METERS 25723     |
 LW3496|---------------------------------------------------------------------|
 LW3496
 LW3496                          SUPERSEDED SURVEY CONTROL
 LW3496
 LW3496  NAD 83(1996)-  41 46 13.29974(N)    071 33 16.93113(W) AD(       ) 1
 LW3496  NAD 83(1992)-  41 46 13.29891(N)    071 33 16.93057(W) AD(       ) 1
 LW3496  NAD 83(1992)-  41 46 13.29860(N)    071 33 16.93069(W) AD(       ) 1
 LW3496  NAD 83(1986)-  41 46 13.29850(N)    071 33 16.93028(W) AD(       ) 1
 LW3496  NAD 27      -  41 46 12.93917(N)    071 33 18.70601(W) AD(       ) 1
 LW3496  NGVD 29 (07/19/86)  152.7    (m)          501.     (f) VERT ANG       
 LW3496
 LW3496.Superseded values are not recommended for survey control.
 LW3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3496.See file dsdata.txt to determine how the superseded data were derived.
 LW3496
 LW3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8765927435(NAD 83)
 LW3496_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3496+STABILITY: SURFACE MOTION
 LW3496
 LW3496  HISTORY     - Date     Condition        Report By
 LW3496  HISTORY     - 1968     MONUMENTED       CGS
 LW3496
 LW3496                          STATION DESCRIPTION
 LW3496
 LW3496'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3496'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTH OF HOPE, 1 MILE
 LW3496'NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 116 AND 12 AND ON
 LW3496'PROPERTY OWNED BY MR. FRANK RUSSO.
 LW3496'
 LW3496'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 116
 LW3496'AND 115 IN HOPE, GO NORTHERLY ON HIGHWAY 116 FOR 2.0 MILES
 LW3496'TO THE JUNCTION OF STATE HIGHWAYS 116 AND 12.  TURN RIGHT AND GO
 LW3496'EAST, NORTHEAST AND EAST ON HIGHWAY 12 FOR 1.0 MILE TO A
 LW3496'CROSSROAD.  TURN LEFT AND GO NORTH ON SEVEN MILE ROAD FOR 0.3
 LW3496'MILE TO A TWO STORY HOUSE ON THE RIGHT AND THE STATION ON THE
 LW3496'RIGHT AS DESCRIBED.
 LW3496'
 LW3496'STATION MARK, STAMPED RUSSO 1968 IS A STANDARD DISK SET IN A
 LW3496'ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 117 FEET
 LW3496'EAST OF THE NORTHEAST CORNER OF THE TWO STORY HOUSE, 35 FEET WEST
 LW3496'OF A 20-INCH MAPLE TREE, 34 FEET NORTH OF THE CENTER OF A DIRT
 LW3496'ROAD AND 27.5 FEET EAST OF A 24-INCH MAPLE TREE.
 LW3496'
 LW3496'RM 1, STAMPED RUSSO NO 1 1968 IS A STANDARD DISK SET IN A DRILL
 LW3496'HOLE IN A 6 X 12 INCH BOULDER WHICH PROJECTS 1 INCH.  IT IS
 LW3496'51.5 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 6 FEET WEST
 LW3496'OF A METAL WITNESS POST AND 4 FEET NORTHEAST OF A 24-INCH MAPLE
 LW3496'TREE.
 LW3496'
 LW3496'RM 2, STAMPED RUSSO NO 2 1968 IS A STANDARD DISK SET IN A DRILL
 LW3496'HOLE IN A 2 X 4 FOOT BOULDER WHICH PROJECTS 2 INCHES.  IT IS
 LW3496'20 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 15 FEET
 LW3496'SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND 13.5 FEET
 LW3496'SOUTH OF THE CENTER OF THE DIRT ROAD.
 LW3496'
 LW3496'AZ MK, STAMPED RUSSO 1968 IS A STANDARD DISK SET IN A ROUND
 LW3496'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 7 FEET SOUTHWEST
 LW3496'OF A 6-INCH CHERRY TREE, 2.6 FEET WEST OF AN 8-INCH CHERRY
 LW3496'TREE AND 1.6 FEET SOUTH OF A METAL WITNESS POST.
 LW3496'
 LW3496'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST, NORTH AND
 LW3496'EAST ON A DIRT ROAD FOR 0.15 MILE TO WHERE THE ROAD TURNS
 LW3496'NORTH.  CONTINUE AHEAD EAST ON A LOW NARROW RIDGE BETWEEN
 LW3496'TWO HAY FIELDS FOR 0.05 MILE TO THE END OF THE CLEARED AREA
 LW3496'AND THE MARK ON THE LEFT AT THE WEST EDGE OF A THICK WOODED
 LW3496'AREA.
 LW3496'
 LW3496'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0785 ***********************************************************************
 LW0785  DESIGNATION -  S 1
 LW0785  PID         -  LW0785
 LW0785  STATE/COUNTY-  RI/WASHINGTON
 LW0785  USGS QUAD   -  KINGSTON (1975)
 LW0785
 LW0785                         *CURRENT SURVEY CONTROL
 LW0785  ___________________________________________________________________
 LW0785* NAD 83(1986)-  41 28 31.     (N)    071 34 27.     (W)     SCALED    
 LW0785* NAVD 88     -        33.709  (meters)     110.59   (feet)  POSTED    
 LW0785  ___________________________________________________________________
 LW0785  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LW0785  DYNAMIC HT  -          33.700 (meters)     110.56  (feet)  COMP
 LW0785  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LW0785
 LW0785  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LW0785
 LW0785.The horizontal coordinates were scaled from a topographic map and have
 LW0785.an estimated accuracy of +/- 6 seconds.
 LW0785
 LW0785.The orthometric height was determined by differential leveling
 LW0785.and adjusted by the National Geodetic Survey in 1992..
 LW0785.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LW0785.rate of 0.0 thru 1.0 mm/km.
 LW0785
 LW0785.The geoid height was determined by GEOID03.
 LW0785
 LW0785.The dynamic height is computed by dividing the NAVD 88
 LW0785.geopotential number by the normal gravity value computed on the
 LW0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0785.degrees latitude (g = 980.6199 gals.).
 LW0785
 LW0785.The modeled gravity was interpolated from observed gravity values.
 LW0785
 LW0785;                    North         East    Units  Estimated Accuracy
 LW0785;SPC RI       -    43,530.       93,810.      MT  (+/- 180 meters Scaled)
 LW0785
 LW0785                          SUPERSEDED SURVEY CONTROL
 LW0785
 LW0785.No superseded survey control is available for this station.
 LW0785
 LW0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF850947(NAD 83)
 LW0785_MARKER: DB = BENCH MARK DISK
 LW0785_SETTING: 80 = SET IN A BOULDER
 LW0785_SP_SET: BOULDER
 LW0785_STAMPING: ELEV 111.529 FT S 1 1923
 LW0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0785+STABILITY: SURFACE MOTION
 LW0785
 LW0785  HISTORY     - Date     Condition        Report By
 LW0785  HISTORY     - 1923     MONUMENTED       CGS
 LW0785  HISTORY     - 1934     MARK NOT FOUND   NGS
 LW0785
 LW0785                          STATION DESCRIPTION
 LW0785
 LW0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LW0785'1 MI SW FROM WEST KINGSTON.
 LW0785'1 MILE SOUTHWEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0785'RAILROAD FROM WEST KINGSTON (KINGSTON STATION), WASHINGTON
 LW0785'COUNTY, 14-1/2 RAILS NORTHEAST OF MILEPOST P 28-NL 34, BETWEEN
 LW0785'WUT POLES 71-52 AND 71-53, 3 RAILS NORTHEAST OF A FARM-ROAD
 LW0785'CROSSING, 97 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN A FLAT
 LW0785'BOULDER FLUSH WITH THE GROUND AND SHOWING 4-FEET BY 3-FEET, AND
 LW0785'ABOUT 2 FEET ABOVE THE TRACK.  A STANDARD DISK, STAMPED ELEV
 LW0785'111.529 FT S 1 1923.  NOTE-- THE DESCRIBED LOCATION WOULD
 LW0785'PUT THE MARK IN THE SOUTHEAST EDGE OF A GRAVELED ROAD WHICH
 LW0785'PARALLELS THE TRACK AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0155 ***********************************************************************
 LW0155  DESIGNATION -  S 16
 LW0155  PID         -  LW0155
 LW0155  STATE/COUNTY-  RI/PROVIDENCE
 LW0155  USGS QUAD   -  PROVIDENCE (1975)
 LW0155
 LW0155                         *CURRENT SURVEY CONTROL
 LW0155  ___________________________________________________________________
 LW0155* NAD 83(1986)-  41 48 43.     (N)    071 24 20.     (W)     SCALED    
 LW0155* NAVD 88     -         4.029  (meters)      13.22   (feet)  ADJUSTED  
 LW0155  ___________________________________________________________________
 LW0155  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW0155  DYNAMIC HT  -           4.027 (meters)      13.21  (feet)  COMP
 LW0155  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 LW0155
 LW0155  VERT ORDER  -  FIRST     CLASS I
 LW0155
 LW0155.The horizontal coordinates were scaled from a topographic map and have
 LW0155.an estimated accuracy of +/- 6 seconds.
 LW0155
 LW0155.The orthometric height was determined by differential leveling
 LW0155.and adjusted by the National Geodetic Survey in June 1991..
 LW0155
 LW0155.The geoid height was determined by GEOID03.
 LW0155
 LW0155.The dynamic height is computed by dividing the NAVD 88
 LW0155.geopotential number by the normal gravity value computed on the
 LW0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0155.degrees latitude (g = 980.6199 gals.).
 LW0155
 LW0155.The modeled gravity was interpolated from observed gravity values.
 LW0155
 LW0155;                    North         East    Units  Estimated Accuracy
 LW0155;SPC RI       -    80,930.      107,850.      MT  (+/- 180 meters Scaled)
 LW0155
 LW0155                          SUPERSEDED SURVEY CONTROL
 LW0155
 LW0155  NGVD 29 (??/??/92)    4.276  (m)           14.03   (f) ADJ UNCH    1 1
 LW0155
 LW0155.Superseded values are not recommended for survey control.
 LW0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0155.See file dsdata.txt to determine how the superseded data were derived.
 LW0155
 LW0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG001316(NAD 83)
 LW0155_MARKER: DB = BENCH MARK DISK
 LW0155_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0155_SP_SET: PIER
 LW0155_STAMPING: S 16 1965
 LW0155_MARK LOGO: CGS   
 LW0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0155
 LW0155  HISTORY     - Date     Condition        Report By
 LW0155  HISTORY     - 1965     MONUMENTED       CGS
 LW0155  HISTORY     - 1987     GOOD             RIGS
 LW0155
 LW0155                          STATION DESCRIPTION
 LW0155
 LW0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0155'AT PROVIDENCE.
 LW0155'AT PROVIDENCE, NEAR THE JUNCTION OF ALLENS STREET AND HENDERSON
 LW0155'STREET, ABOUT 30 YARDS NORTHEAST OF THE CENTER LINE OF A RAMP
 LW0155'LEADING FROM ALLENS AVENUE TO INTERSTATE HIGHWAY 95, SET
 LW0155'VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTHWEST ONE OF TWO
 LW0155'3-FOOT SQUARE CONCRETE POST SUPPORTING THE FLOOD GATE WHERE
 LW0155'ALLENS AVENUE PASSES THROUGH A HURRICANE BARRIER, 8 1/2 FEET
 LW0155'NORTHWEST OF THE NORTHWEST CURB OF ALLENS AVENUE, 1.8 FOOT ABOVE
 LW0155'THE LEVEL OF THE BLACK TOP SIDEWALK AND ABOUT 2 1/2 FEET ABOVE THE
 LW0155'LEVEL OF ALLENS AVENUE.
 LW0155
 LW0155                          STATION RECOVERY (1987)
 LW0155
 LW0155'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0767 ***********************************************************************
 LW0767  DESIGNATION -  S 18
 LW0767  PID         -  LW0767
 LW0767  STATE/COUNTY-  RI/WASHINGTON
 LW0767  USGS QUAD   -  CAROLINA (1970)
 LW0767
 LW0767                         *CURRENT SURVEY CONTROL
 LW0767  ___________________________________________________________________
 LW0767* NAD 83(1986)-  41 25 57.     (N)    071 41 38.     (W)     SCALED    
 LW0767* NAVD 88     -        15.065  (meters)      49.43   (feet)  ADJUSTED  
 LW0767  ___________________________________________________________________
 LW0767  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW0767  DYNAMIC HT  -          15.059 (meters)      49.41  (feet)  COMP
 LW0767  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LW0767
 LW0767  VERT ORDER  -  FIRST     CLASS I
 LW0767
 LW0767.The horizontal coordinates were scaled from a topographic map and have
 LW0767.an estimated accuracy of +/- 6 seconds.
 LW0767
 LW0767.The orthometric height was determined by differential leveling
 LW0767.and adjusted by the National Geodetic Survey in June 1991..
 LW0767
 LW0767.The geoid height was determined by GEOID03.
 LW0767
 LW0767.The dynamic height is computed by dividing the NAVD 88
 LW0767.geopotential number by the normal gravity value computed on the
 LW0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0767.degrees latitude (g = 980.6199 gals.).
 LW0767
 LW0767.The modeled gravity was interpolated from observed gravity values.
 LW0767
 LW0767;                    North         East    Units  Estimated Accuracy
 LW0767;SPC RI       -    38,800.       83,790.      MT  (+/- 180 meters Scaled)
 LW0767
 LW0767                          SUPERSEDED SURVEY CONTROL
 LW0767
 LW0767  NGVD 29 (??/??/92)   15.341  (m)           50.33   (f) ADJ UNCH    1 1
 LW0767
 LW0767.Superseded values are not recommended for survey control.
 LW0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0767.See file dsdata.txt to determine how the superseded data were derived.
 LW0767
 LW0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF749902(NAD 83)
 LW0767_MARKER: DB = BENCH MARK DISK
 LW0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0767_SP_SET: WALL
 LW0767_STAMPING: S 18 1965
 LW0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0767
 LW0767  HISTORY     - Date     Condition        Report By
 LW0767  HISTORY     - 1965     MONUMENTED       CGS
 LW0767  HISTORY     - 1969     GOOD             NGS
 LW0767  HISTORY     - 1984     GOOD             USPSQD
 LW0767  HISTORY     - 1988     GOOD             USPSQD
 LW0767  HISTORY     - 1988     GOOD             USPSQD
 LW0767  HISTORY     - 1989     GOOD             USPSQD
 LW0767  HISTORY     - 1990     GOOD             USPSQD
 LW0767
 LW0767                          STATION DESCRIPTION
 LW0767
 LW0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0767'0.3 MI S FROM WOOD RIVER JUNCTION.
 LW0767'0.3 MILE SOUTH ALONG NARRAGANSETT TRAIL FROM THE INTERSECTION
 LW0767'OF STATE HIGHWAY 91 AT WOOD RIVER JUNCTION, SET ON THE TOP OF
 LW0767'THE EAST CONCRETE WING WALL OF A 64-FOOT LONG BRIDGE OVER THE
 LW0767'PAWCATUCK RIVER, 19 FEET EAST OF THE CENTER LINE OF THE ROAD AND
 LW0767'0.5 FOOT ABOVE THE LEVEL OF THE ROAD.
 LW0767
 LW0767                          STATION RECOVERY (1969)
 LW0767
 LW0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0767'RECOVERED IN GOOD CONDITION.
 LW0767
 LW0767                          STATION RECOVERY (1984)
 LW0767
 LW0767'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0767'RECOVERED IN GOOD CONDITION.
 LW0767
 LW0767                          STATION RECOVERY (1988)
 LW0767
 LW0767'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0767'RECOVERED IN GOOD CONDITION.
 LW0767
 LW0767                          STATION RECOVERY (1988)
 LW0767
 LW0767'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0767'RECOVERED IN GOOD CONDITION.
 LW0767
 LW0767                          STATION RECOVERY (1989)
 LW0767
 LW0767'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0767'RECOVERED IN GOOD CONDITION.
 LW0767
 LW0767                          STATION RECOVERY (1990)
 LW0767
 LW0767'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1408 ***********************************************************************
 LW1408  DESIGNATION -  S 19
 LW1408  PID         -  LW1408
 LW1408  STATE/COUNTY-  RI/WASHINGTON
 LW1408  USGS QUAD   -  HOPE VALLEY (1975)
 LW1408
 LW1408                         *CURRENT SURVEY CONTROL
 LW1408  ___________________________________________________________________
 LW1408* NAD 83(1986)-  41 30 32.     (N)    071 40 57.     (W)     SCALED    
 LW1408* NAVD 88     -        41.541  (meters)     136.29   (feet)  ADJUSTED  
 LW1408  ___________________________________________________________________
 LW1408  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW1408  DYNAMIC HT  -          41.526 (meters)     136.24  (feet)  COMP
 LW1408  MODELED GRAV-     980,269.4   (mgal)                       NAVD 88
 LW1408
 LW1408  VERT ORDER  -  SECOND    CLASS 0
 LW1408
 LW1408.The horizontal coordinates were scaled from a topographic map and have
 LW1408.an estimated accuracy of +/- 6 seconds.
 LW1408
 LW1408.The orthometric height was determined by differential leveling
 LW1408.and adjusted by the National Geodetic Survey in June 1991..
 LW1408
 LW1408.The geoid height was determined by GEOID03.
 LW1408
 LW1408.The dynamic height is computed by dividing the NAVD 88
 LW1408.geopotential number by the normal gravity value computed on the
 LW1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1408.degrees latitude (g = 980.6199 gals.).
 LW1408
 LW1408.The modeled gravity was interpolated from observed gravity values.
 LW1408
 LW1408;                    North         East    Units  Estimated Accuracy
 LW1408;SPC RI       -    47,280.       84,760.      MT  (+/- 180 meters Scaled)
 LW1408
 LW1408                          SUPERSEDED SURVEY CONTROL
 LW1408
 LW1408  NGVD 29 (??/??/92)   41.810  (m)          137.17   (f) ADJ UNCH    2 0
 LW1408
 LW1408.Superseded values are not recommended for survey control.
 LW1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1408.See file dsdata.txt to determine how the superseded data were derived.
 LW1408
 LW1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF761987(NAD 83)
 LW1408_MARKER: DB = BENCH MARK DISK
 LW1408_SETTING: 66 = SET IN ROCK OUTCROP
 LW1408_SP_SET: ROCK LEDGE
 LW1408_STAMPING: S 19 1969
 LW1408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1408+STABILITY: POSITION/ELEVATION WELL
 LW1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1408+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW1408
 LW1408  HISTORY     - Date     Condition        Report By
 LW1408  HISTORY     - 1969     MONUMENTED       CGS
 LW1408  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1408  HISTORY     - 1988     GOOD             USPSQD
 LW1408  HISTORY     - 1988     GOOD             USPSQD
 LW1408  HISTORY     - 19901121 GOOD             USPSQD
 LW1408  HISTORY     - 20010807 GOOD             USPSQD
 LW1408  HISTORY     - 20060703 GOOD             USPSQD
 LW1408
 LW1408                          STATION DESCRIPTION
 LW1408
 LW1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1408'1.6 MI NE FROM HOPE VALLEY.
 LW1408'ABOUT 1.6 MILES NORTHEAST ALONG STATE HIGHWAY 138 FROM THE
 LW1408'FIRST BAPTIST CHURCH AT HOPE VALLEY, ABOUT 0.5 MILE EAST OF
 LW1408'THE INTERSTATE HIGHWAY 95 OVERPASS OVER THE HIGHWAY, NEAR THE
 LW1408'CENTER OF A CURVE, AT THE BASE OF A 20-FOOT HIGH ROCK CUT,
 LW1408'ON THE TOP OF A ROCK LEDGE WHICH IS 2 FEET LONG AND 2 FEET
 LW1408'WIDE, 27 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 42
 LW1408'FEET NORTHWEST OF THE SOUTH CORNER OF THE CUT AND 2 1/2 FEET
 LW1408'ABOVE THE LEVEL OF THE HIGHWAY.
 LW1408
 LW1408                          STATION RECOVERY (1987)
 LW1408
 LW1408'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1408'MARK NOT FOUND.
 LW1408
 LW1408                          STATION RECOVERY (1988)
 LW1408
 LW1408'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1408'RECOVERED IN GOOD CONDITION.
 LW1408
 LW1408                          STATION RECOVERY (1988)
 LW1408
 LW1408'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1408'RECOVERED IN GOOD CONDITION.
 LW1408
 LW1408                          STATION RECOVERY (1990)
 LW1408
 LW1408'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1408'RECOVERED IN GOOD CONDITION.
 LW1408
 LW1408                          STATION RECOVERY (2001)
 LW1408
 LW1408'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1408'RECOVERED IN GOOD CONDITION.
 LW1408
 LW1408                          STATION RECOVERY (2006)
 LW1408
 LW1408'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0903 ***********************************************************************
 LW0903  DESIGNATION -  S 2
 LW0903  PID         -  LW0903
 LW0903  STATE/COUNTY-  RI/WASHINGTON
 LW0903  USGS QUAD   -  KINGSTON (1975)
 LW0903
 LW0903                         *CURRENT SURVEY CONTROL
 LW0903  ___________________________________________________________________
 LW0903* NAD 83(1986)-  41 23 10.     (N)    071 36 12.     (W)     SCALED    
 LW0903* NAVD 88     -         8.594  (meters)      28.20   (feet)  ADJUSTED  
 LW0903  ___________________________________________________________________
 LW0903  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW0903  DYNAMIC HT  -           8.591 (meters)      28.19  (feet)  COMP
 LW0903  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 LW0903
 LW0903  VERT ORDER  -  SECOND    CLASS 0
 LW0903
 LW0903.The horizontal coordinates were scaled from a topographic map and have
 LW0903.an estimated accuracy of +/- 6 seconds.
 LW0903
 LW0903.The orthometric height was determined by differential leveling
 LW0903.and adjusted by the National Geodetic Survey in June 1991..
 LW0903
 LW0903.The geoid height was determined by GEOID03.
 LW0903
 LW0903.The dynamic height is computed by dividing the NAVD 88
 LW0903.geopotential number by the normal gravity value computed on the
 LW0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0903.degrees latitude (g = 980.6199 gals.).
 LW0903
 LW0903.The modeled gravity was interpolated from observed gravity values.
 LW0903
 LW0903;                    North         East    Units  Estimated Accuracy
 LW0903;SPC RI       -    33,630.       91,360.      MT  (+/- 180 meters Scaled)
 LW0903
 LW0903                          SUPERSEDED SURVEY CONTROL
 LW0903
 LW0903  NGVD 29 (??/??/92)    8.874  (m)           29.11   (f) ADJ UNCH    2 0
 LW0903
 LW0903.Superseded values are not recommended for survey control.
 LW0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0903.See file dsdata.txt to determine how the superseded data were derived.
 LW0903
 LW0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF823848(NAD 83)
 LW0903_MARKER: DB = BENCH MARK DISK
 LW0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0903_STAMPING: S 2 1943
 LW0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0903+STABILITY: SURFACE MOTION
 LW0903
 LW0903  HISTORY     - Date     Condition        Report By
 LW0903  HISTORY     - 1943     MONUMENTED       CGS
 LW0903  HISTORY     - 1969     GOOD             NGS
 LW0903  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW0903  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW0903  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW0903
 LW0903                          STATION DESCRIPTION
 LW0903
 LW0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0903'2.8 MI E FROM CHARLESTOWN.
 LW0903'ABOUT 2.25 MILES EAST ALONG STATE HIGHWAY 1A FROM THE INTERSECTION
 LW0903'OF CROSS MILLS ROAD AT CHARLESTOWN, THENCE 0.5 MILE SOUTH ALONG
 LW0903'GREEN HILL ROAD, NEAR THE JUNCTION OF A DIM ROAD LEADING EAST
 LW0903'THRU A GATE, 68 FEET SOUTHEAST OF THE SOUTHEAST FENCE CORNER
 LW0903'FOR A LAWN OF A LARGE TWO-STORIED HOUSE, 15.5 FEET WEST OF THE
 LW0903'CENTER LINE OF THE ROAD, 36 1/2 FEET NORTHWEST OF AND ACROSS
 LW0903'THE ROAD FROM POWER LINE POLE 3192, 5.6 FEET EAST OF THE EAST
 LW0903'SIDE OF A ROCK FENCE, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 LW0903'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 LW0903'GROUND.  NOTE-- MARK WAS NOT LEVELED OVER BY THIS PARTY.
 LW0903
 LW0903                          STATION RECOVERY (1988)
 LW0903
 LW0903'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0903'MARK NOT FOUND.
 LW0903
 LW0903                          STATION RECOVERY (1988)
 LW0903
 LW0903'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0903'MARK NOT FOUND.
 LW0903
 LW0903                          STATION RECOVERY (1990)
 LW0903
 LW0903'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1383 ***********************************************************************
 LW1383  DESIGNATION -  S 20
 LW1383  PID         -  LW1383
 LW1383  STATE/COUNTY-  RI/KENT
 LW1383  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1383
 LW1383                         *CURRENT SURVEY CONTROL
 LW1383  ___________________________________________________________________
 LW1383* NAD 83(1986)-  41 38 24.     (N)    071 37 31.     (W)     SCALED    
 LW1383* NAVD 88     -       105.414  (meters)     345.85   (feet)  ADJUSTED  
 LW1383  ___________________________________________________________________
 LW1383  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW1383  DYNAMIC HT  -         105.376 (meters)     345.72  (feet)  COMP
 LW1383  MODELED GRAV-     980,266.9   (mgal)                       NAVD 88
 LW1383
 LW1383  VERT ORDER  -  SECOND    CLASS 0
 LW1383
 LW1383.The horizontal coordinates were scaled from a topographic map and have
 LW1383.an estimated accuracy of +/- 6 seconds.
 LW1383
 LW1383.The orthometric height was determined by differential leveling
 LW1383.and adjusted by the National Geodetic Survey in June 1991..
 LW1383
 LW1383.The geoid height was determined by GEOID03.
 LW1383
 LW1383.The dynamic height is computed by dividing the NAVD 88
 LW1383.geopotential number by the normal gravity value computed on the
 LW1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1383.degrees latitude (g = 980.6199 gals.).
 LW1383
 LW1383.The modeled gravity was interpolated from observed gravity values.
 LW1383
 LW1383;                    North         East    Units  Estimated Accuracy
 LW1383;SPC RI       -    61,830.       89,560.      MT  (+/- 180 meters Scaled)
 LW1383
 LW1383                          SUPERSEDED SURVEY CONTROL
 LW1383
 LW1383  NGVD 29 (??/??/92)  105.669  (m)          346.68   (f) ADJ UNCH    2 0
 LW1383
 LW1383.Superseded values are not recommended for survey control.
 LW1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1383.See file dsdata.txt to determine how the superseded data were derived.
 LW1383
 LW1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG813131(NAD 83)
 LW1383_MARKER: DB = BENCH MARK DISK
 LW1383_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LW1383_SP_SET: WINGWALL
 LW1383_STAMPING: S 20 1969
 LW1383_MARK LOGO: CGS   
 LW1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1383
 LW1383  HISTORY     - Date     Condition        Report By
 LW1383  HISTORY     - 1969     MONUMENTED       CGS
 LW1383  HISTORY     - 1984     GOOD             RIGS
 LW1383  HISTORY     - 1987     GOOD             USPSQD
 LW1383  HISTORY     - 19900331 GOOD             USPSQD
 LW1383
 LW1383                          STATION DESCRIPTION
 LW1383
 LW1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1383'7 MI W FROM WARWICK.
 LW1383'ABOUT 7.05 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW1383'OVERPASS OVER STATE HIGHWAY 2 AT WARWICK, SET ON THE TOP OF THE
 LW1383'WING WALL AT THE NORTHWEST CORNER OF THE SOUTHBOUND LANE OF I 95
 LW1383'OVER A BLACK TOP ROAD, 23.5 FEET WEST OF THE CENTER LINE OF THE
 LW1383'SOUTHBOUND LANE OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF
 LW1383'THE HIGHWAY.
 LW1383
 LW1383                          STATION RECOVERY (1984)
 LW1383
 LW1383'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1383'RECOVERED IN GOOD CONDITION.
 LW1383
 LW1383                          STATION RECOVERY (1987)
 LW1383
 LW1383'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1383'RECOVERED IN GOOD CONDITION.
 LW1383
 LW1383                          STATION RECOVERY (1990)
 LW1383
 LW1383'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1443 ***********************************************************************
 LW1443  DESIGNATION -  S 21
 LW1443  PID         -  LW1443
 LW1443  STATE/COUNTY-  RI/PROVIDENCE
 LW1443  USGS QUAD   -  CROMPTON (1995)
 LW1443
 LW1443                         *CURRENT SURVEY CONTROL
 LW1443  ___________________________________________________________________
 LW1443* NAD 83(1986)-  41 44 50.     (N)    071 36 11.     (W)     SCALED    
 LW1443* NAVD 88     -       104.925  (meters)     344.24   (feet)  ADJUSTED  
 LW1443  ___________________________________________________________________
 LW1443  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1443  DYNAMIC HT  -         104.889 (meters)     344.12  (feet)  COMP
 LW1443  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 LW1443
 LW1443  VERT ORDER  -  SECOND    CLASS 0
 LW1443
 LW1443.The horizontal coordinates were scaled from a topographic map and have
 LW1443.an estimated accuracy of +/- 6 seconds.
 LW1443
 LW1443.The orthometric height was determined by differential leveling
 LW1443.and adjusted by the National Geodetic Survey in June 1991..
 LW1443
 LW1443.The geoid height was determined by GEOID03.
 LW1443
 LW1443.The dynamic height is computed by dividing the NAVD 88
 LW1443.geopotential number by the normal gravity value computed on the
 LW1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1443.degrees latitude (g = 980.6199 gals.).
 LW1443
 LW1443.The modeled gravity was interpolated from observed gravity values.
 LW1443
 LW1443;                    North         East    Units  Estimated Accuracy
 LW1443;SPC RI       -    73,740.       91,430.      MT  (+/- 180 meters Scaled)
 LW1443
 LW1443                          SUPERSEDED SURVEY CONTROL
 LW1443
 LW1443  NGVD 29 (??/??/92)  105.172  (m)          345.05   (f) ADJ UNCH    2 0
 LW1443
 LW1443.Superseded values are not recommended for survey control.
 LW1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1443.See file dsdata.txt to determine how the superseded data were derived.
 LW1443
 LW1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG835249(NAD 83)
 LW1443_MARKER: DB = BENCH MARK DISK
 LW1443_SETTING: 66 = SET IN ROCK OUTCROP
 LW1443_SP_SET: ROCK OUTCROP
 LW1443_STAMPING: S 21 1969
 LW1443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1443+STABILITY: POSITION/ELEVATION WELL
 LW1443
 LW1443  HISTORY     - Date     Condition        Report By
 LW1443  HISTORY     - 1969     MONUMENTED       CGS
 LW1443  HISTORY     - 1987     GOOD             USPSQD
 LW1443
 LW1443                          STATION DESCRIPTION
 LW1443
 LW1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1443'4.2 MI W FROM HOPE.
 LW1443'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1443'OF STATE HGHWAY 115 AT HOPE, THENCE 2.2 MILES SOUTHWEST ALONG
 LW1443'STATE HIGHWAY 12, ABOUT 0.6 MILE EAST OF THE JUNCTION OF
 LW1443'MATTESON ROAD, ON THE INSIDE OF A LONG CURVE, SET IN THE TOP OF
 LW1443'A V SHAPED ROCK WHICH PROJECTS OUT FROM UNDER THE NORTHEAST
 LW1443'SIDE OF A ROCK WHICH IS 60 FEET LONG-25 FEET WIDE NEAR THE
 LW1443'CENTER AND 6 FEET HIGH, 42 FEET SOUTHWEST OF THE CENTER LINE
 LW1443'OF THE HIGHWAY, 63 FEET SOUTH OF POWER LINE POLE 104 AND 2
 LW1443'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1443
 LW1443                          STATION RECOVERY (1987)
 LW1443
 LW1443'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0974 ***********************************************************************
 LW0974  DESIGNATION -  S 22
 LW0974  PID         -  LW0974
 LW0974  STATE/COUNTY-  RI/WASHINGTON
 LW0974  USGS QUAD   -  KINGSTON (1975)
 LW0974
 LW0974                         *CURRENT SURVEY CONTROL
 LW0974  ___________________________________________________________________
 LW0974* NAD 83(1986)-  41 24 02.     (N)    071 32 18.     (W)     SCALED    
 LW0974* NAVD 88     -        14.493  (meters)      47.55   (feet)  ADJUSTED  
 LW0974  ___________________________________________________________________
 LW0974  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW0974  DYNAMIC HT  -          14.488 (meters)      47.53  (feet)  COMP
 LW0974  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LW0974
 LW0974  VERT ORDER  -  SECOND    CLASS 0
 LW0974
 LW0974.The horizontal coordinates were scaled from a topographic map and have
 LW0974.an estimated accuracy of +/- 6 seconds.
 LW0974
 LW0974.The orthometric height was determined by differential leveling
 LW0974.and adjusted by the National Geodetic Survey in June 1991..
 LW0974
 LW0974.The geoid height was determined by GEOID03.
 LW0974
 LW0974.The dynamic height is computed by dividing the NAVD 88
 LW0974.geopotential number by the normal gravity value computed on the
 LW0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0974.degrees latitude (g = 980.6199 gals.).
 LW0974
 LW0974.The modeled gravity was interpolated from observed gravity values.
 LW0974
 LW0974;                    North         East    Units  Estimated Accuracy
 LW0974;SPC RI       -    35,230.       96,790.      MT  (+/- 180 meters Scaled)
 LW0974
 LW0974                          SUPERSEDED SURVEY CONTROL
 LW0974
 LW0974  NGVD 29 (??/??/92)   14.771  (m)           48.46   (f) ADJ UNCH    2 0
 LW0974
 LW0974.Superseded values are not recommended for survey control.
 LW0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0974.See file dsdata.txt to determine how the superseded data were derived.
 LW0974
 LW0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF878863(NAD 83)
 LW0974_MARKER: DB = BENCH MARK DISK
 LW0974_SETTING: 66 = SET IN ROCK OUTCROP
 LW0974_SP_SET: ROCK OUTCROP
 LW0974_STAMPING: S 22 1969
 LW0974_MARK LOGO: CGS   
 LW0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0974+STABILITY: POSITION/ELEVATION WELL
 LW0974
 LW0974  HISTORY     - Date     Condition        Report By
 LW0974  HISTORY     - 1969     MONUMENTED       CGS
 LW0974  HISTORY     - 1985     GOOD             USPSQD
 LW0974  HISTORY     - 1987     GOOD             USPSQD
 LW0974  HISTORY     - 1988     GOOD             USPSQD
 LW0974  HISTORY     - 1989     GOOD             USPSQD
 LW0974  HISTORY     - 1990     GOOD             USPSQD
 LW0974  HISTORY     - 19900606 GOOD             RIGS
 LW0974
 LW0974                          STATION DESCRIPTION
 LW0974
 LW0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0974'3.2 MI SW FROM WAKEFIELD.
 LW0974'ABOUT 3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 LW0974'OVER POND STREET AT WAKEFIELD, 0.2 MILE WEST OF THE JUNCTION OF
 LW0974'SUCCOTASH ROAD LEADING SOUTHEAST, IN THE MEDIAN STRIP, SET IN
 LW0974'THE TOP AND IN THE CENTER OF A 4-BY-3-FOOT OUTCROPPING ROCK
 LW0974'WHICH IS ABOUT FLUSH WITH THE GROUND, 56.2 FEET SOUTH OF THE CENTER
 LW0974'LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 44.1 FEET NORTH OF
 LW0974'THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 78 FEET
 LW0974'NORTHEAST OF AND ACROSS THE NORTHBOUND LANE OF THE HIGHWAY FROM
 LW0974'POWER LINE POLE 1331, ABOUT LEVEL WITH THE NORTHBOUND LANE, 2
 LW0974'FEET BELOW THE LEVEL OF THE SOUTHBOUND LANE.
 LW0974
 LW0974                          STATION RECOVERY (1985)
 LW0974
 LW0974'RECOVERY NOTE BY US POWER SQUADRON 1985
 LW0974'RECOVERED IN GOOD CONDITION.
 LW0974
 LW0974                          STATION RECOVERY (1987)
 LW0974
 LW0974'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0974'RECOVERED IN GOOD CONDITION.
 LW0974
 LW0974                          STATION RECOVERY (1988)
 LW0974
 LW0974'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0974'RECOVERED IN GOOD CONDITION.
 LW0974
 LW0974                          STATION RECOVERY (1989)
 LW0974
 LW0974'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0974'RECOVERED IN GOOD CONDITION.
 LW0974
 LW0974                          STATION RECOVERY (1990)
 LW0974
 LW0974'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0974'RECOVERED IN GOOD CONDITION.
 LW0974
 LW0974                          STATION RECOVERY (1990)
 LW0974
 LW0974'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0974'ABOUT 3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 LW0974'OVER POND STREET AT WAKEFIELD, 0.2 MILE WEST OF THE JUNCTION OF
 LW0974'SUCCOTASH ROAD LEADING SOUTHEAST, IN THE MEDIAN STRIP, SET IN THE TOP
 LW0974'AND IN THE CENTER OF A 4-BY-3-FOOT OUTCROPPING ROCK WHICH IS ABOUT
 LW0974'FLUSH WITH THE GROUND, 56.2 FEET SOUTH OF THE CENTER LINE OF THE
 LW0974'SOUTHBOUND LANE OF THE HIGHWAY, 44.1 FEET NORTH OF THE CENTER LINE OF
 LW0974'THE NORTHBOUND LANE OF THE HIGHWAY, 78 FEET NORTHEAST OF AND ACROSS
 LW0974'THE NORTHBOUND LANE OF THE HIGHWAY FROM POWER LINE POLE 1331, ABOUT
 LW0974'LEVEL WITH THE NORTHBOUND LANE, 2 FEET BELOW THE LEVEL OF THE
 LW0974'SOUTHBOUND LANE.  IN 1985 THIS POINT WAS REPORTED BY USPSQD AS BEING
 LW0974'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0534 ***********************************************************************
 LW0534  DESIGNATION -  S 24
 LW0534  PID         -  LW0534
 LW0534  STATE/COUNTY-  RI/PROVIDENCE
 LW0534  USGS QUAD   -  PROVIDENCE (1975)
 LW0534
 LW0534                         *CURRENT SURVEY CONTROL
 LW0534  ___________________________________________________________________
 LW0534* NAD 83(1986)-  41 48 58.     (N)    071 22 30.     (W)     SCALED    
 LW0534* NAVD 88     -        25.336  (meters)      83.12   (feet)  ADJUSTED  
 LW0534  ___________________________________________________________________
 LW0534  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LW0534  DYNAMIC HT  -          25.328 (meters)      83.10  (feet)  COMP
 LW0534  MODELED GRAV-     980,320.6   (mgal)                       NAVD 88
 LW0534
 LW0534  VERT ORDER  -  SECOND    CLASS 0
 LW0534
 LW0534.The horizontal coordinates were scaled from a topographic map and have
 LW0534.an estimated accuracy of +/- 6 seconds.
 LW0534
 LW0534.The orthometric height was determined by differential leveling
 LW0534.and adjusted by the National Geodetic Survey in June 1991..
 LW0534
 LW0534.The geoid height was determined by GEOID03.
 LW0534
 LW0534.The dynamic height is computed by dividing the NAVD 88
 LW0534.geopotential number by the normal gravity value computed on the
 LW0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0534.degrees latitude (g = 980.6199 gals.).
 LW0534
 LW0534.The modeled gravity was interpolated from observed gravity values.
 LW0534
 LW0534;                    North         East    Units  Estimated Accuracy
 LW0534;SPC RI       -    81,390.      110,390.      MT  (+/- 180 meters Scaled)
 LW0534
 LW0534                          SUPERSEDED SURVEY CONTROL
 LW0534
 LW0534  NGVD 29 (??/??/92)   25.586  (m)           83.94   (f) ADJ UNCH    2 0
 LW0534
 LW0534.Superseded values are not recommended for survey control.
 LW0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0534.See file dsdata.txt to determine how the superseded data were derived.
 LW0534
 LW0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG027320(NAD 83)
 LW0534_MARKER: DB = BENCH MARK DISK
 LW0534_SETTING: 66 = SET IN ROCK OUTCROP
 LW0534_SP_SET: BEDROCK
 LW0534_STAMPING: S 24 1969
 LW0534_MARK LOGO: CGS   
 LW0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0534+STABILITY: POSITION/ELEVATION WELL
 LW0534
 LW0534  HISTORY     - Date     Condition        Report By
 LW0534  HISTORY     - 1969     MONUMENTED       CGS
 LW0534  HISTORY     - 1984     GOOD             LOCSUR
 LW0534  HISTORY     - 1984     GOOD             LOCSUR
 LW0534  HISTORY     - 1987     GOOD             RIGS
 LW0534
 LW0534                          STATION DESCRIPTION
 LW0534
 LW0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0534'2.2 MI E FROM PROVIDENCE.
 LW0534'ABOUT 2.25 MILES EAST ALONG INTERSTATE HIGHWAY 195 FROM THE JUNCTION
 LW0534'OF INTERSTATE HIGHWAY 95 AT PROVIDENCE, 1.05 MILES WEST OF THE
 LW0534'JUNCTION OF STATE HIGHWAY 114 LEADING SOUTHEAST, AT EAST
 LW0534'PROVIDENCE, SET IN THE TOP OF A MASS OF BEDROCK PROTUDING FROM A
 LW0534'480-FOOT LONG ROCK CUT, 52.5 FEET NORTHWEST OF THE NORTHWEST END
 LW0534'OF THE SOUTHWEST CONCRETE PIER OF THE LYON AVENUE OVERPASS OVER
 LW0534'I 195, 13.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY,
 LW0534'11 FEET SOUTHWEST OF METAL LIGHT POLE NO. 94, 3 FEET SOUTHWEST OF
 LW0534'THE NORTHEAST EDGE OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF
 LW0534'THE HIGHWAY.
 LW0534
 LW0534                          STATION RECOVERY (1984)
 LW0534
 LW0534'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0534'RECOVERED IN GOOD CONDITION.
 LW0534
 LW0534                          STATION RECOVERY (1984)
 LW0534
 LW0534'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0534'RECOVERED IN GOOD CONDITION.
 LW0534
 LW0534                          STATION RECOVERY (1987)
 LW0534
 LW0534'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1242 ***********************************************************************
 LW1242  DESIGNATION -  S 25
 LW1242  PID         -  LW1242
 LW1242  STATE/COUNTY-  RI/PROVIDENCE
 LW1242  USGS QUAD   -  THOMPSON (1974)
 LW1242
 LW1242                         *CURRENT SURVEY CONTROL
 LW1242  ___________________________________________________________________
 LW1242* NAD 83(1986)-  41 53 59.     (N)    071 47 18.     (W)     SCALED    
 LW1242* NAVD 88     -       176.095  (meters)     577.74   (feet)  ADJUSTED  
 LW1242  ___________________________________________________________________
 LW1242  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW1242  DYNAMIC HT  -         176.032 (meters)     577.53  (feet)  COMP
 LW1242  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 LW1242
 LW1242  VERT ORDER  -  SECOND    CLASS 0
 LW1242
 LW1242.The horizontal coordinates were scaled from a topographic map and have
 LW1242.an estimated accuracy of +/- 6 seconds.
 LW1242
 LW1242.The orthometric height was determined by differential leveling
 LW1242.and adjusted by the National Geodetic Survey in June 1991..
 LW1242
 LW1242.The geoid height was determined by GEOID03.
 LW1242
 LW1242.The dynamic height is computed by dividing the NAVD 88
 LW1242.geopotential number by the normal gravity value computed on the
 LW1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1242.degrees latitude (g = 980.6199 gals.).
 LW1242
 LW1242.The modeled gravity was interpolated from observed gravity values.
 LW1242
 LW1242;                    North         East    Units  Estimated Accuracy
 LW1242;SPC RI       -    90,710.       76,070.      MT  (+/- 180 meters Scaled)
 LW1242
 LW1242                          SUPERSEDED SURVEY CONTROL
 LW1242
 LW1242  NGVD 29 (??/??/92)  176.334  (m)          578.52   (f) ADJ UNCH    2 0
 LW1242
 LW1242.Superseded values are not recommended for survey control.
 LW1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1242.See file dsdata.txt to determine how the superseded data were derived.
 LW1242
 LW1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG687424(NAD 83)
 LW1242_MARKER: DB = BENCH MARK DISK
 LW1242_SETTING: 66 = SET IN ROCK OUTCROP
 LW1242_SP_SET: ROCK LEDGE
 LW1242_STAMPING: S 25 1969
 LW1242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1242+STABILITY: POSITION/ELEVATION WELL
 LW1242
 LW1242  HISTORY     - Date     Condition        Report By
 LW1242  HISTORY     - 1969     MONUMENTED       CGS
 LW1242  HISTORY     - 1988     GOOD             USPSQD
 LW1242  HISTORY     - 19900524 GOOD             USPSQD
 LW1242  HISTORY     - 19900825 GOOD             USPSQD
 LW1242
 LW1242                          STATION DESCRIPTION
 LW1242
 LW1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1242'4.1 MI N FROM FOSTER.
 LW1242'ABOUT 4.1 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE INTERSECTION
 LW1242'OF STATE HIGHWAY 101 AT FOSTER, ABOUT 0.3 MILE NORTHEAST OF THE
 LW1242'JUNCTION OF A BLACK TOPPED ROAD LEADING WEST, ON THE INSIDE AND
 LW1242'NEAR THE SOUTH END OF A CURVE, SET ON THE TOP OF A ROCK LEDGE
 LW1242'WHICH IS 6 FEET LONG AND 2 1/2 FEET HIGH, 20 FEET EAST OF THE
 LW1242'CENTER LINE OF THE HIGHWAY, 160 FEET NORTH OF THE CENTER OF THE
 LW1242'JUNCTION OF A GRAVELED ROAD LEADING EAST AND 2 1/2 FEET ABOVE THE
 LW1242'LEVEL OF THE HIGHWAY.
 LW1242
 LW1242                          STATION RECOVERY (1988)
 LW1242
 LW1242'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1242'RECOVERED IN GOOD CONDITION.
 LW1242
 LW1242                          STATION RECOVERY (1990)
 LW1242
 LW1242'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1242'RECOVERED IN GOOD CONDITION.
 LW1242
 LW1242                          STATION RECOVERY (1990)
 LW1242
 LW1242'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1255 ***********************************************************************
 LW1255  DESIGNATION -  S 26 RESET
 LW1255  PID         -  LW1255
 LW1255  STATE/COUNTY-  RI/PROVIDENCE
 LW1255  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1255
 LW1255                         *CURRENT SURVEY CONTROL
 LW1255  ___________________________________________________________________
 LW1255* NAD 83(1986)-  41 49 45.     (N)    071 31 07.     (W)     SCALED    
 LW1255* NAVD 88     -        68.695  (meters)     225.38   (feet)  ADJUSTED  
 LW1255  ___________________________________________________________________
 LW1255  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW1255  DYNAMIC HT  -          68.672 (meters)     225.30  (feet)  COMP
 LW1255  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 LW1255
 LW1255  VERT ORDER  -  SECOND    CLASS II
 LW1255
 LW1255.The horizontal coordinates were scaled from a topographic map and have
 LW1255.an estimated accuracy of +/- 6 seconds.
 LW1255
 LW1255.The orthometric height was determined by differential leveling
 LW1255.and adjusted by the National Geodetic Survey in June 1991..
 LW1255
 LW1255.The geoid height was determined by GEOID03.
 LW1255
 LW1255.The dynamic height is computed by dividing the NAVD 88
 LW1255.geopotential number by the normal gravity value computed on the
 LW1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1255.degrees latitude (g = 980.6199 gals.).
 LW1255
 LW1255.The modeled gravity was interpolated from observed gravity values.
 LW1255
 LW1255;                    North         East    Units  Estimated Accuracy
 LW1255;SPC RI       -    82,830.       98,450.      MT  (+/- 180 meters Scaled)
 LW1255
 LW1255                          SUPERSEDED SURVEY CONTROL
 LW1255
 LW1255.No superseded survey control is available for this station.
 LW1255
 LW1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG908338(NAD 83)
 LW1255_MARKER: DB = BENCH MARK DISK
 LW1255_SETTING: 66 = SET IN ROCK OUTCROP
 LW1255_SP_SET: BEDROCK
 LW1255_STAMPING: S 26 RESET 1972
 LW1255_MARK LOGO: NGS   
 LW1255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1255+STABILITY: POSITION/ELEVATION WELL
 LW1255
 LW1255  HISTORY     - Date     Condition        Report By
 LW1255  HISTORY     - 1972     MONUMENTED       NGS
 LW1255  HISTORY     - 1985     GOOD             RIGS
 LW1255
 LW1255                          STATION DESCRIPTION
 LW1255
 LW1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LW1255'1 MI W FROM JOHNSTON.
 LW1255'1.0 MILE WEST ON U.S. HIGHWAY 6 FROM INTERSECTION WITH STATE
 LW1255'HIGHWAY IN JOHNSTON, TO OVERPASS WHERE NEW INTERSTATE HIGHWAY 295
 LW1255'CROSSES OVER U.S. HIGHWAY 6, ABOUT 80 YARDS WEST OF HIGHWAY 295,
 LW1255'27 FEET SOUTH-SOUTHEAST OF SOUTH CURB OF U.S. HIGHWAY 6, 70 FEET
 LW1255'NORTH OF NORTH CURB OF OFF-RAMP FROM HIGHWAY 6 TO HIGHWAY 295
 LW1255'SOUTH, 75.5 FEET WEST OF POWER POLE 141-1, ABOUT 14 FEET HIGHER
 LW1255'THAN HIGHWAY 6, AND CEMENTED IN A DRILL HOLE IN A LOWER LEDGE AT
 LW1255'EAST END OF A HUGE BEDROCK FORMATION ABOUT 24 FEET LONG AND 7 FEET
 LW1255'HIGH.
 LW1255
 LW1255                          STATION RECOVERY (1985)
 LW1255
 LW1255'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0523 ***********************************************************************
 LW0523  DESIGNATION -  S 27
 LW0523  PID         -  LW0523
 LW0523  STATE/COUNTY-  RI/NEWPORT
 LW0523  USGS QUAD   -  FALL RIVER (1979)
 LW0523
 LW0523                         *CURRENT SURVEY CONTROL
 LW0523  ___________________________________________________________________
 LW0523* NAD 83(1986)-  41 39 37.     (N)    071 09 58.     (W)     SCALED    
 LW0523* NAVD 88     -        60.654  (meters)     199.00   (feet)  ADJUSTED  
 LW0523  ___________________________________________________________________
 LW0523  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW0523  DYNAMIC HT  -          60.634 (meters)     198.93  (feet)  COMP
 LW0523  MODELED GRAV-     980,293.0   (mgal)                       NAVD 88
 LW0523
 LW0523  VERT ORDER  -  SECOND    CLASS 0
 LW0523
 LW0523.The horizontal coordinates were scaled from a topographic map and have
 LW0523.an estimated accuracy of +/- 6 seconds.
 LW0523
 LW0523.The orthometric height was determined by differential leveling
 LW0523.and adjusted by the National Geodetic Survey in June 1991..
 LW0523
 LW0523.The geoid height was determined by GEOID03.
 LW0523
 LW0523.The dynamic height is computed by dividing the NAVD 88
 LW0523.geopotential number by the normal gravity value computed on the
 LW0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0523.degrees latitude (g = 980.6199 gals.).
 LW0523
 LW0523.The modeled gravity was interpolated from observed gravity values.
 LW0523
 LW0523;                    North         East    Units  Estimated Accuracy
 LW0523;SPC RI       -    64,130.      127,810.      MT  (+/- 180 meters Scaled)
 LW0523
 LW0523                          SUPERSEDED SURVEY CONTROL
 LW0523
 LW0523  NGVD 29 (??/??/92)   60.911  (m)          199.84   (f) ADJ UNCH    2 0
 LW0523
 LW0523.Superseded values are not recommended for survey control.
 LW0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0523.See file dsdata.txt to determine how the superseded data were derived.
 LW0523
 LW0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG196143(NAD 83)
 LW0523_MARKER: DB = BENCH MARK DISK
 LW0523_SETTING: 66 = SET IN ROCK OUTCROP
 LW0523_SP_SET: IN A DRILL HOLE IN BEDROCK
 LW0523_STAMPING: S 27 1969
 LW0523_MARK LOGO: CGS   
 LW0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0523+STABILITY: POSITION/ELEVATION WELL
 LW0523
 LW0523  HISTORY     - Date     Condition        Report By
 LW0523  HISTORY     - 1969     MONUMENTED       CGS
 LW0523  HISTORY     - 19870701 GOOD             RIGS
 LW0523
 LW0523                          STATION DESCRIPTION
 LW0523
 LW0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0523'3 MI NE FROM TIVERTON.
 LW0523'ABOUT 2.95 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE EAST
 LW0523'END OF THE HIGHWAY BRIDGE OVER THE SAKONNET RIVER AT TIVERTON,
 LW0523'0.6 MILE NORTHEAST OF THE OVERPASS OVER EAGLEVILLE ROAD, 0.4 MILE
 LW0523'SOUTHWEST OF THE MASSACHUSETTS-RHODE ISLAND STATE LINE, SET
 LW0523'IN THE TOP OF A LARGE MASS OF EXPOSED BEDROCK, 40 FEET SOUTHWEST
 LW0523'OF THE NORTHEAST EDGE OF THE EXPOSED PART OF THE ROCK, 30 FEET
 LW0523'SOUTHEAST OF THE NORTHWEST PART OF THE EXPOSED PART OF THE ROCK,
 LW0523'63 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST BOUND
 LW0523'LANE OF THE HIGHWAY AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0523
 LW0523                          STATION RECOVERY (1987)
 LW0523
 LW0523'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0261 ***********************************************************************
 LW0261  DESIGNATION -  S 28
 LW0261  PID         -  LW0261
 LW0261  STATE/COUNTY-  RI/NEWPORT
 LW0261  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0261
 LW0261                         *CURRENT SURVEY CONTROL
 LW0261  ___________________________________________________________________
 LW0261* NAD 83(1986)-  41 31 36.     (N)    071 17 08.     (W)     SCALED    
 LW0261* NAVD 88     -        45.216  (meters)     148.35   (feet)  ADJUSTED  
 LW0261  ___________________________________________________________________
 LW0261  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW0261  DYNAMIC HT  -          45.201 (meters)     148.30  (feet)  COMP
 LW0261  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 LW0261
 LW0261  VERT ORDER  -  SECOND    CLASS 0
 LW0261
 LW0261.The horizontal coordinates were scaled from a topographic map and have
 LW0261.an estimated accuracy of +/- 6 seconds.
 LW0261
 LW0261.The orthometric height was determined by differential leveling
 LW0261.and adjusted by the National Geodetic Survey in June 1991..
 LW0261
 LW0261.The geoid height was determined by GEOID03.
 LW0261
 LW0261.The dynamic height is computed by dividing the NAVD 88
 LW0261.geopotential number by the normal gravity value computed on the
 LW0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0261.degrees latitude (g = 980.6199 gals.).
 LW0261
 LW0261.The modeled gravity was interpolated from observed gravity values.
 LW0261
 LW0261;                    North         East    Units  Estimated Accuracy
 LW0261;SPC RI       -    49,260.      117,900.      MT  (+/- 180 meters Scaled)
 LW0261
 LW0261                          SUPERSEDED SURVEY CONTROL
 LW0261
 LW0261  NGVD 29 (??/??/92)   45.479  (m)          149.21   (f) ADJ UNCH    2 0
 LW0261
 LW0261.Superseded values are not recommended for survey control.
 LW0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0261.See file dsdata.txt to determine how the superseded data were derived.
 LW0261
 LW0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF093997(NAD 83)
 LW0261_MARKER: DB = BENCH MARK DISK
 LW0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0261_STAMPING: S 28 1969
 LW0261_MARK LOGO: CGS   
 LW0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0261+STABILITY: SURFACE MOTION
 LW0261
 LW0261  HISTORY     - Date     Condition        Report By
 LW0261  HISTORY     - 1969     MONUMENTED       CGS
 LW0261  HISTORY     - 1985     GOOD             NGS
 LW0261  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0261
 LW0261                          STATION DESCRIPTION
 LW0261
 LW0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0261'3.1 MI N FROM NEWPORT.
 LW0261'ABOUT 2.6 MILES NORTH ALONG BROADWAY AND STATE HIGHWAY 114 FROM
 LW0261'THE BROADWAY BRANCH POST OFFICE AT NEWPORT, THENCE 0.5 MILE
 LW0261'SOUTHEAST ALONG FOREST AVENUE, AT THE ENTRANCE TO THE NEWPORT
 LW0261'STATE AIRPORT, 32 FEET NORTHEAST OF THE CENTER LINE OF FOREST
 LW0261'AVENUE, 32 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD TO AIRPORT,
 LW0261'4 FEET SOUTHEAST OF THE WEST STEEL FENCE CORNER POST OF THE STEEL
 LW0261'FENCE ALONG ROAD TO AIRPORT, 2 1/2 FEET NORTHWEST OF A METAL
 LW0261'WITNESS POST, 1/2 FOOT ABOVE THE LEVEL OF THE ROAD TO AIRPORT
 LW0261'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ONE INCH ABOVE
 LW0261'THE LEVEL OF THE GROUND.
 LW0261
 LW0261                          STATION RECOVERY (1985)
 LW0261
 LW0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW0261'RECOVERED IN GOOD CONDITION.
 LW0261
 LW0261                          STATION RECOVERY (1989)
 LW0261
 LW0261'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0303 ***********************************************************************
 LW0303  DESIGNATION -  S 29
 LW0303  PID         -  LW0303
 LW0303  STATE/COUNTY-  RI/PROVIDENCE
 LW0303  USGS QUAD   -  PAWTUCKET (1975)
 LW0303
 LW0303                         *CURRENT SURVEY CONTROL
 LW0303  ___________________________________________________________________
 LW0303* NAD 83(1986)-  41 59 00.     (N)    071 24 35.     (W)     SCALED    
 LW0303* NAVD 88     -        54.181  (meters)     177.76   (feet)  ADJUSTED  
 LW0303  ___________________________________________________________________
 LW0303  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LW0303  DYNAMIC HT  -          54.164 (meters)     177.70  (feet)  COMP
 LW0303  MODELED GRAV-     980,318.7   (mgal)                       NAVD 88
 LW0303
 LW0303  VERT ORDER  -  SECOND    CLASS 0
 LW0303
 LW0303.The horizontal coordinates were scaled from a topographic map and have
 LW0303.an estimated accuracy of +/- 6 seconds.
 LW0303
 LW0303.The orthometric height was determined by differential leveling
 LW0303.and adjusted by the National Geodetic Survey in June 1991..
 LW0303
 LW0303.The geoid height was determined by GEOID03.
 LW0303
 LW0303.The dynamic height is computed by dividing the NAVD 88
 LW0303.geopotential number by the normal gravity value computed on the
 LW0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0303.degrees latitude (g = 980.6199 gals.).
 LW0303
 LW0303.The modeled gravity was interpolated from observed gravity values.
 LW0303
 LW0303;                    North         East    Units  Estimated Accuracy
 LW0303;SPC RI       -    99,960.      107,480.      MT  (+/- 180 meters Scaled)
 LW0303
 LW0303                          SUPERSEDED SURVEY CONTROL
 LW0303
 LW0303  NGVD 29 (??/??/92)   54.418  (m)          178.54   (f) ADJ UNCH    2 0
 LW0303
 LW0303.Superseded values are not recommended for survey control.
 LW0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0303.See file dsdata.txt to determine how the superseded data were derived.
 LW0303
 LW0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG003507(NAD 83)
 LW0303_MARKER: DB = BENCH MARK DISK
 LW0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0303_SP_SET: BRIDGE
 LW0303_STAMPING: S 29 1969
 LW0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0303+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 LW0303
 LW0303  HISTORY     - Date     Condition        Report By
 LW0303  HISTORY     - 1969     MONUMENTED       CGS
 LW0303  HISTORY     - 1985     GOOD             LOCSUR
 LW0303  HISTORY     - 20050327 GOOD             INDIV
 LW0303
 LW0303                          STATION DESCRIPTION
 LW0303
 LW0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0303'6 MI SE FROM WOONSOCKET.
 LW0303'ABOUT 6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 114 FROM THE
 LW0303'JUNCTION OF STATE HIGHWAY 126 AT WOONSOCKET, ABOUT 110 YARDS
 LW0303'NORTH OF THE INTERSECTION OF STATE HIGHWAY 120, SET IN THE TOP OF
 LW0303'THE WING WALL AT THE NORTHWEST CORNER OF A 25-FOOT CONCRETE AND
 LW0303'STONE BRIDGE OVER EAST SNEECH BROOK, 21 FEET WEST OF THE CENTER
 LW0303'LINE OF THE HIGHWAY, 2.4 FEET NORTH OF THE NORTH END OF THE WEST
 LW0303'CONCRETE GUARD RAIL OF THE BRIDGE AND ABOUT LEVEL WITH  THE
 LW0303'HIGHWAY.
 LW0303
 LW0303                          STATION RECOVERY (1985)
 LW0303
 LW0303'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0303'RECOVERED IN GOOD CONDITION.
 LW0303
 LW0303                          STATION RECOVERY (2005)
 LW0303
 LW0303'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DKA)
 LW0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0938 ***********************************************************************
 LW0938  DESIGNATION -  S 3
 LW0938  PID         -  LW0938
 LW0938  STATE/COUNTY-  RI/WASHINGTON
 LW0938  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0938
 LW0938                         *CURRENT SURVEY CONTROL
 LW0938  ___________________________________________________________________
 LW0938* NAD 83(1986)-  41 12 08.     (N)    071 34 11.     (W)     SCALED    
 LW0938* LOCAL TIDAL -        11.152  (meters)      36.59   (feet)  ADJ UNCH  
 LW0938  ___________________________________________________________________
 LW0938  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LW0938
 LW0938  VERT ORDER  -  SECOND    CLASS 0
 LW0938
 LW0938.The horizontal coordinates were scaled from a topographic map and have
 LW0938.an estimated accuracy of +/- 6 seconds.
 LW0938
 LW0938.The orthometric height was key entered from printed documents
 LW0938.and not key verified.
 LW0938
 LW0938.The geoid height was determined by GEOID03.
 LW0938
 LW0938;                    North         East    Units  Estimated Accuracy
 LW0938;SPC RI       -    13,210.       94,150.      MT  (+/- 180 meters Scaled)
 LW0938
 LW0938                          SUPERSEDED SURVEY CONTROL
 LW0938
 LW0938.No superseded survey control is available for this station.
 LW0938
 LW0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF845643(NAD 83)
 LW0938_MARKER: DB = BENCH MARK DISK
 LW0938_SETTING: 80 = SET IN A BOULDER
 LW0938_SP_SET: BOULDER
 LW0938_STAMPING: S 3 1943
 LW0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0938+STABILITY: SURFACE MOTION
 LW0938
 LW0938  HISTORY     - Date     Condition        Report By
 LW0938  HISTORY     - 1943     MONUMENTED       CGS
 LW0938
 LW0938                          STATION DESCRIPTION
 LW0938
 LW0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0938'AT BLOCK ISLAND.
 LW0938'ON BLOCK ISLAND, NEWPORT COUNTY, ON THE PAVED ROAD LEADING TO THE
 LW0938'NORTH POINT OF THE ISLAND, AT THE JUNCTION OF A PRIVATE ROAD
 LW0938'LEADING NORTHWEST TO THE SITE OF AN OLD FARMHOUSE, 24 FEET
 LW0938'NORTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, 10 FEET
 LW0938'NORTHWEST OF THE CENTER LINE OF THE PAVED ROAD, 54 FEET
 LW0938'WEST-SOUTHWEST OF POLE 99-E-32, 7 FEET NORTH-NORTHEAST OF POLE
 LW0938'38, AT A STONE FENCE LINE, IN THE TOP OF A BOULDER, ABOUT 5 FEET
 LW0938'ABOVE THE LEVEL OF THE ROAD, AND ABOUT 1 FOOT UNDER GROUND.  A
 LW0938'STANDARD DISK, STAMPED S 3 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0378 ***********************************************************************
 LW0378  DESIGNATION -  S 30
 LW0378  PID         -  LW0378
 LW0378  STATE/COUNTY-  RI/PROVIDENCE
 LW0378  USGS QUAD   -  PROVIDENCE (1975)
 LW0378
 LW0378                         *CURRENT SURVEY CONTROL
 LW0378  ___________________________________________________________________
 LW0378* NAD 83(1986)-  41 51 05.     (N)    071 25 13.     (W)     SCALED    
 LW0378* NAVD 88     -        12.916  (meters)      42.38   (feet)  ADJUSTED  
 LW0378  ___________________________________________________________________
 LW0378  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LW0378  DYNAMIC HT  -          12.912 (meters)      42.36  (feet)  COMP
 LW0378  MODELED GRAV-     980,320.9   (mgal)                       NAVD 88
 LW0378
 LW0378  VERT ORDER  -  SECOND    CLASS 0
 LW0378
 LW0378.The horizontal coordinates were scaled from a topographic map and have
 LW0378.an estimated accuracy of +/- 6 seconds.
 LW0378
 LW0378.The orthometric height was determined by differential leveling
 LW0378.and adjusted by the National Geodetic Survey in June 1991..
 LW0378
 LW0378.The geoid height was determined by GEOID03.
 LW0378
 LW0378.The dynamic height is computed by dividing the NAVD 88
 LW0378.geopotential number by the normal gravity value computed on the
 LW0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0378.degrees latitude (g = 980.6199 gals.).
 LW0378
 LW0378.The modeled gravity was interpolated from observed gravity values.
 LW0378
 LW0378;                    North         East    Units  Estimated Accuracy
 LW0378;SPC RI       -    85,310.      106,620.      MT  (+/- 180 meters Scaled)
 LW0378
 LW0378                          SUPERSEDED SURVEY CONTROL
 LW0378
 LW0378  NGVD 29 (??/??/92)   13.163  (m)           43.19   (f) ADJ UNCH    2 0
 LW0378
 LW0378.Superseded values are not recommended for survey control.
 LW0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0378.See file dsdata.txt to determine how the superseded data were derived.
 LW0378
 LW0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG990361(NAD 83)
 LW0378_MARKER: DB = BENCH MARK DISK
 LW0378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0378_SP_SET: ABUTMENT
 LW0378_STAMPING: S 30 1969
 LW0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0378
 LW0378  HISTORY     - Date     Condition        Report By
 LW0378  HISTORY     - 1969     MONUMENTED       CGS
 LW0378
 LW0378                          STATION DESCRIPTION
 LW0378
 LW0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0378'AT PROVIDENCE.
 LW0378'AT PROVIDENCE, 1.10 MILES NORTH ALONG CHARLES STREET AND STATE
 LW0378'HIGHWAY 146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES
 LW0378'STREET, SET VERTICALLY IN THE WEST FACE OF THE NORTH END OF THE
 LW0378'EAST ABUTMENT FOR THE HAWKINS STREET OVERPASS OVER STATE HIGHWAY
 LW0378'146, 28 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF
 LW0378'THE HIGHWAY, 2 FEET SOUTH OF THE NORTH END OF THE ABUTMENT, 2.2
 LW0378'FEET ABOVE THE LEVEL OF THE GROUND AND 2 1/2 FEET ABOVE THE
 LW0378'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0439 ***********************************************************************
 LW0439  DESIGNATION -  S 31
 LW0439  PID         -  LW0439
 LW0439  STATE/COUNTY-  RI/PROVIDENCE
 LW0439  USGS QUAD   -  PROVIDENCE (1975)
 LW0439
 LW0439                         *CURRENT SURVEY CONTROL
 LW0439  ___________________________________________________________________
 LW0439* NAD 83(1986)-  41 49 00.     (N)    071 25 49.     (W)     SCALED    
 LW0439* NAVD 88     -        25.351  (meters)      83.17   (feet)  ADJUSTED  
 LW0439  ___________________________________________________________________
 LW0439  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW0439  DYNAMIC HT  -          25.343 (meters)      83.15  (feet)  COMP
 LW0439  MODELED GRAV-     980,314.0   (mgal)                       NAVD 88
 LW0439
 LW0439  VERT ORDER  -  SECOND    CLASS 0
 LW0439
 LW0439.The horizontal coordinates were scaled from a topographic map and have
 LW0439.an estimated accuracy of +/- 6 seconds.
 LW0439
 LW0439.The orthometric height was determined by differential leveling
 LW0439.and adjusted by the National Geodetic Survey in June 1991..
 LW0439
 LW0439.The geoid height was determined by GEOID03.
 LW0439
 LW0439.The dynamic height is computed by dividing the NAVD 88
 LW0439.geopotential number by the normal gravity value computed on the
 LW0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0439.degrees latitude (g = 980.6199 gals.).
 LW0439
 LW0439.The modeled gravity was interpolated from observed gravity values.
 LW0439
 LW0439;                    North         East    Units  Estimated Accuracy
 LW0439;SPC RI       -    81,450.      105,790.      MT  (+/- 180 meters Scaled)
 LW0439
 LW0439                          SUPERSEDED SURVEY CONTROL
 LW0439
 LW0439  NGVD 29 (??/??/92)   25.600  (m)           83.99   (f) ADJ UNCH    2 0
 LW0439
 LW0439.Superseded values are not recommended for survey control.
 LW0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0439.See file dsdata.txt to determine how the superseded data were derived.
 LW0439
 LW0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG981322(NAD 83)
 LW0439_MARKER: DB = BENCH MARK DISK
 LW0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0439_SP_SET: CONCRETE BASE
 LW0439_STAMPING: S 31 1969
 LW0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0439
 LW0439  HISTORY     - Date     Condition        Report By
 LW0439  HISTORY     - 1969     MONUMENTED       CGS
 LW0439
 LW0439                          STATION DESCRIPTION
 LW0439
 LW0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0439'AT PROVIDENCE.
 LW0439'AT PROVIDENCE, ABOUT 0.6 MILE WEST ALONG WESTMINSTER STREET
 LW0439'FROM THE WESTMINSTER STREET OVERPASS OVER INTERSTATE HIGHWAY 95,
 LW0439'AT THE NORTHWEST CORNER OF THE INTERSECTION OF THE STREET AND
 LW0439'HARRISON AVENUE, SET IN THE TOP OF A CONCRETE BASE WHICH IS
 LW0439'2 1/2 FEET ACROSS AND 1 FOOT HIGHER AND FORMERLY SUPPORTED A
 LW0439'SIGN, 13.4 FEET NORTH OF THE NORTH CURB LINE OF WESTMINSTER
 LW0439'STREET, 12 FEET WEST OF THE WEST CURB LINE OF HARRISON STREET
 LW0439'AND 1 1/2 FEET ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1461 ***********************************************************************
 LW1461  DESIGNATION -  S 32
 LW1461  PID         -  LW1461
 LW1461  STATE/COUNTY-  RI/PROVIDENCE
 LW1461  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1461
 LW1461                         *CURRENT SURVEY CONTROL
 LW1461  ___________________________________________________________________
 LW1461* NAD 83(1986)-  41 51 15.     (N)    071 30 27.     (W)     SCALED    
 LW1461* NAVD 88     -        84.181  (meters)     276.18   (feet)  ADJUSTED  
 LW1461  ___________________________________________________________________
 LW1461  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW1461  DYNAMIC HT  -          84.153 (meters)     276.09  (feet)  COMP
 LW1461  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 LW1461
 LW1461  VERT ORDER  -  SECOND    CLASS 0
 LW1461
 LW1461.The horizontal coordinates were scaled from a topographic map and have
 LW1461.an estimated accuracy of +/- 6 seconds.
 LW1461
 LW1461.The orthometric height was determined by differential leveling
 LW1461.and adjusted by the National Geodetic Survey in June 1991..
 LW1461
 LW1461.The geoid height was determined by GEOID03.
 LW1461
 LW1461.The dynamic height is computed by dividing the NAVD 88
 LW1461.geopotential number by the normal gravity value computed on the
 LW1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1461.degrees latitude (g = 980.6199 gals.).
 LW1461
 LW1461.The modeled gravity was interpolated from observed gravity values.
 LW1461
 LW1461;                    North         East    Units  Estimated Accuracy
 LW1461;SPC RI       -    85,610.       99,380.      MT  (+/- 180 meters Scaled)
 LW1461
 LW1461                          SUPERSEDED SURVEY CONTROL
 LW1461
 LW1461  NGVD 29 (??/??/92)   84.430  (m)          277.00   (f) ADJ UNCH    2 0
 LW1461
 LW1461.Superseded values are not recommended for survey control.
 LW1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1461.See file dsdata.txt to determine how the superseded data were derived.
 LW1461
 LW1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG918366(NAD 83)
 LW1461_MARKER: DB = BENCH MARK DISK
 LW1461_SETTING: 80 = SET IN A BOULDER
 LW1461_SP_SET: BOULDER
 LW1461_STAMPING: S 32 1969
 LW1461_MARK LOGO: CGS   
 LW1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1461+STABILITY: SURFACE MOTION
 LW1461
 LW1461  HISTORY     - Date     Condition        Report By
 LW1461  HISTORY     - 1969     MONUMENTED       CGS
 LW1461  HISTORY     - 1985     GOOD             RIGS
 LW1461
 LW1461                          STATION DESCRIPTION
 LW1461
 LW1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1461'1 MI S FROM GRANITEVILLE.
 LW1461'ABOUT 1.05 MILES SOUTH ALONG PINE HILL AVENUE FROM THE JUNCTION
 LW1461'OF U.S. HIGHWAY 44 AT GRANITEVILLE, 128 FEET NORTH OF THE CENTER
 LW1461'OF THE JUNCTION OF KILLIAN ROAD, IN THE SOUTH CORNER OF THE LAWN
 LW1461'FOR A ONE STORY FRAME HOUSE, SET IN THE TOP OF AN IMBEDDED BOULDER
 LW1461'WHICH THE EXPOSED PART IS 4 FEET LONG-2 FEET WIDE AND PROJECTS
 LW1461'1/2 FOOT ABOVE THE GROUND, 23 FEET NORTHEAST OF THE CENTER LINE
 LW1461'OF KILLIAN ROAD, 40 FEET WEST OF THE CENTER LINE OF A DRIVEWAY
 LW1461'TO HOUSE AND 4 FEET ABOVE THE LEVEL OF THE AVENUE.
 LW1461
 LW1461                          STATION RECOVERY (1985)
 LW1461
 LW1461'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1305 ***********************************************************************
 LW1305  DESIGNATION -  S 33
 LW1305  PID         -  LW1305
 LW1305  STATE/COUNTY-  RI/PROVIDENCE
 LW1305  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1305
 LW1305                         *CURRENT SURVEY CONTROL
 LW1305  ___________________________________________________________________
 LW1305* NAD 83(1986)-  41 52 24.     (N)    071 33 33.     (W)     SCALED    
 LW1305* NAVD 88     -        86.676  (meters)     284.37   (feet)  ADJUSTED  
 LW1305  ___________________________________________________________________
 LW1305  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1305  DYNAMIC HT  -          86.646 (meters)     284.27  (feet)  COMP
 LW1305  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 LW1305
 LW1305  VERT ORDER  -  SECOND    CLASS 0
 LW1305
 LW1305.The horizontal coordinates were scaled from a topographic map and have
 LW1305.an estimated accuracy of +/- 6 seconds.
 LW1305
 LW1305.The orthometric height was determined by differential leveling
 LW1305.and adjusted by the National Geodetic Survey in June 1991..
 LW1305
 LW1305.The geoid height was determined by GEOID03.
 LW1305
 LW1305.The dynamic height is computed by dividing the NAVD 88
 LW1305.geopotential number by the normal gravity value computed on the
 LW1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1305.degrees latitude (g = 980.6199 gals.).
 LW1305
 LW1305.The modeled gravity was interpolated from observed gravity values.
 LW1305
 LW1305;                    North         East    Units  Estimated Accuracy
 LW1305;SPC RI       -    87,740.       95,090.      MT  (+/- 180 meters Scaled)
 LW1305
 LW1305                          SUPERSEDED SURVEY CONTROL
 LW1305
 LW1305  NGVD 29 (??/??/92)   86.923  (m)          285.18   (f) ADJ UNCH    2 0
 LW1305
 LW1305.Superseded values are not recommended for survey control.
 LW1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1305.See file dsdata.txt to determine how the superseded data were derived.
 LW1305
 LW1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG876388(NAD 83)
 LW1305_MARKER: DB = BENCH MARK DISK
 LW1305_SETTING: 66 = SET IN ROCK OUTCROP
 LW1305_SP_SET: ROCK OUTCROP
 LW1305_STAMPING: S 33 1969
 LW1305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1305+STABILITY: POSITION/ELEVATION WELL
 LW1305
 LW1305  HISTORY     - Date     Condition        Report By
 LW1305  HISTORY     - 1969     MONUMENTED       CGS
 LW1305  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1305
 LW1305                          STATION DESCRIPTION
 LW1305
 LW1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1305'AT GREENVILLE.
 LW1305'AT GREENVILLE, ABOUT 0.25 MILE WEST ALONG U.S. HIGHWAY 44 FROM
 LW1305'THE POST OFFICE, THENCE 0.05 MILE SOUTH ALONG A DRIVEWAY WHICH
 LW1305'PASSES BETWEEN THE ST. PHILIP CATHOLIC CHURCH AND SCHOOL, SET
 LW1305'IN THE TOP OF A ROCK WHICH IS EXPOSED 3 FEET AND PROJECTS 2
 LW1305'INCHES ABOVE THE LEVEL OF THE GROUND, 230 FEET SOUTHEAST OF
 LW1305'THE SOUTHEAST CORNER OF THE TWO-STORIED PART OF THE SCHOOL,
 LW1305'53 FEET SOUTH OF THE SOUTH EDGE OF A LARGE ROUND CONCRETE TANK
 LW1305'WHICH PROJECTS 3 FEET AND ABOUT LEVEL WITH THE PARKING AREA FOR
 LW1305'CHURCH.
 LW1305
 LW1305                          STATION RECOVERY (1987)
 LW1305
 LW1305'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1123 ***********************************************************************
 LW1123  DESIGNATION -  S 9
 LW1123  PID         -  LW1123
 LW1123  STATE/COUNTY-  RI/PROVIDENCE
 LW1123  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1123
 LW1123                         *CURRENT SURVEY CONTROL
 LW1123  ___________________________________________________________________
 LW1123* NAD 83(1986)-  41 50 57.     (N)    071 47 35.     (W)     SCALED    
 LW1123* NAVD 88     -       206.421  (meters)     677.23   (feet)  ADJUSTED  
 LW1123  ___________________________________________________________________
 LW1123  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW1123  DYNAMIC HT  -         206.347 (meters)     676.99  (feet)  COMP
 LW1123  MODELED GRAV-     980,258.5   (mgal)                       NAVD 88
 LW1123
 LW1123  VERT ORDER  -  SECOND    CLASS 0
 LW1123
 LW1123.The horizontal coordinates were scaled from a topographic map and have
 LW1123.an estimated accuracy of +/- 6 seconds.
 LW1123
 LW1123.The orthometric height was determined by differential leveling
 LW1123.and adjusted by the National Geodetic Survey in June 1991..
 LW1123
 LW1123.The geoid height was determined by GEOID03.
 LW1123
 LW1123.The dynamic height is computed by dividing the NAVD 88
 LW1123.geopotential number by the normal gravity value computed on the
 LW1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1123.degrees latitude (g = 980.6199 gals.).
 LW1123
 LW1123.The modeled gravity was interpolated from observed gravity values.
 LW1123
 LW1123;                    North         East    Units  Estimated Accuracy
 LW1123;SPC RI       -    85,100.       75,660.      MT  (+/- 180 meters Scaled)
 LW1123
 LW1123                          SUPERSEDED SURVEY CONTROL
 LW1123
 LW1123  NGVD 29 (??/??/92)  206.660  (m)          678.02   (f) ADJ UNCH    2 0
 LW1123
 LW1123.Superseded values are not recommended for survey control.
 LW1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1123.See file dsdata.txt to determine how the superseded data were derived.
 LW1123
 LW1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG681368(NAD 83)
 LW1123_MARKER: DB = BENCH MARK DISK
 LW1123_SETTING: 80 = SET IN A BOULDER
 LW1123_SP_SET: BOULDER
 LW1123_STAMPING: S 9 1958
 LW1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1123+STABILITY: SURFACE MOTION
 LW1123
 LW1123  HISTORY     - Date     Condition        Report By
 LW1123  HISTORY     - 1958     MONUMENTED       CGS
 LW1123  HISTORY     - 1969     GOOD             NGS
 LW1123
 LW1123                          STATION DESCRIPTION
 LW1123
 LW1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1123'1.8 MI W FROM FOSTER.
 LW1123'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY 101 FROM THE
 LW1123'INTERSECTION OF STATE HIGHWAY 94 AT FOSTER, ABOUT 66 YARDS EAST
 LW1123'OF A BLACK TOPPED ROAD INTERSECTION, AT THE CONNECTICUT-RHODE
 LW1123'ISLAND STATE LINE, NEAR THE NORTHEAST CORNER OF THE PART OF THE
 LW1123'JERIMOTH HILL GROVE ROADSIDE PARK WHICH IS ALONG THE SOUTH SIDE
 LW1123'OF THE HIGHWAY, 62 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LW1123'SET ON THE TOP OF A 4-BY-2-FOOT ROCK WHICH PROJECTS 1 FOOT ABOVE
 LW1123'THE GROUND, 29 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY
 LW1123'IN PARK, 36 1/2 FEET SOUTH OF POWER LINE POLE 224 AND 5 FEET
 LW1123'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2383 ***********************************************************************
 LW2383  DESIGNATION -  S PORTSMOUTH NEWPORT STANDPIPE
 LW2383  PID         -  LW2383
 LW2383  STATE/COUNTY-  RI/NEWPORT
 LW2383  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2383
 LW2383                         *CURRENT SURVEY CONTROL
 LW2383  ___________________________________________________________________
 LW2383* NAD 83(1996)-  41 32 27.10795(N)    071 15 59.55095(W)     ADJUSTED  
 LW2383* NAVD 88     -                                                        
 LW2383  ___________________________________________________________________
 LW2383  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 LW2383  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2383
 LW2383  HORZ ORDER  -  THIRD
 LW2383
 LW2383.The horizontal coordinates were established by classical geodetic methods
 LW2383.and adjusted by the National Geodetic Survey in August 1998..
 LW2383
 LW2383
 LW2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2383
 LW2383.The geoid height was determined by GEOID03.
 LW2383
 LW2383;                    North         East     Units Scale Factor Converg.
 LW2383;SPC RI       -    50,839.257   119,480.481   MT  0.99999842   +0 09 17.3
 LW2383;SPC RI       -   166,795.13    391,995.54   sFT  0.99999842   +0 09 17.3
 LW2383;UTM  19      - 4,601,281.375   310,941.062   MT  1.00003988   -1 30 12.6
 LW2383
 LW2383                          SUPERSEDED SURVEY CONTROL
 LW2383
 LW2383  NAD 83(1996)-  41 32 27.10766(N)    071 15 59.55051(W) AD(       ) 4
 LW2383  NAD 83(1992)-  41 32 27.10628(N)    071 15 59.55024(W) AD(       ) 4
 LW2383  NAD 83(1992)-  41 32 27.10585(N)    071 15 59.54986(W) AD(       ) 4
 LW2383  NAD 83(1986)-  41 32 27.10619(N)    071 15 59.54791(W) AD(       ) 4
 LW2383  NAD 27      -  41 32 26.73687(N)    071 16 01.36961(W) AD(       ) 3
 LW2383
 LW2383.Superseded values are not recommended for survey control.
 LW2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2383.See file dsdata.txt to determine how the superseded data were derived.
 LW2383
 LW2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1094101281(NAD 83)
 LW2383
 LW2383  HISTORY     - Date     Condition        Report By
 LW2383  HISTORY     - 1968     MONUMENTED       CGS
 LW2383
 LW2383                          STATION DESCRIPTION
 LW2383
 LW2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2383'THE STATION, S PORTSMOUTH NEWPORT WATER DISTRICT STANDPIPE, IS
 LW2383'THE TOP CENTER OF THE RED AND WHITE CYLINDRICAL STANDPIPE
 LW2383'WHICH IS ABOUT 60 FEET IN HEIGHT.
 LW2383'
 LW2383'THE STATION IS LOCATED ABOUT 0.05 MILE WEST OF THE INTERSECTION
 LW2383'OF STATE HIGHWAY 138 AND GOULARTE LANE ABOUT 1/4 MILE SOUTH
 LW2383'OF S. PORTSMOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2729 ***********************************************************************
 LW2729  DESIGNATION -  SABINE POINT LIGHTHOUSE
 LW2729  PID         -  LW2729
 LW2729  STATE/COUNTY-  RI/PROVIDENCE
 LW2729  USGS QUAD   -  PROVIDENCE (1975)
 LW2729
 LW2729                         *CURRENT SURVEY CONTROL
 LW2729  ___________________________________________________________________
 LW2729* NAD 83(1996)-  41 45 44.10300(N)    071 22 31.27391(W)     ADJUSTED  
 LW2729* NAVD 88     -                                                        
 LW2729  ___________________________________________________________________
 LW2729  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 LW2729  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW2729
 LW2729  HORZ ORDER  -  THIRD
 LW2729
 LW2729.The horizontal coordinates were established by classical geodetic methods
 LW2729.and adjusted by the National Geodetic Survey in August 1998..
 LW2729
 LW2729
 LW2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2729
 LW2729.The geoid height was determined by GEOID03.
 LW2729
 LW2729;                    North         East     Units Scale Factor Converg.
 LW2729;SPC RI       -    75,409.035   110,365.315   MT  0.99999507   +0 04 58.9
 LW2729;SPC RI       -   247,404.48    362,090.20   sFT  0.99999507   +0 04 58.9
 LW2729;UTM  19      - 4,626,106.750   302,541.794   MT  1.00007981   -1 34 57.3
 LW2729
 LW2729                          SUPERSEDED SURVEY CONTROL
 LW2729
 LW2729  NAD 83(1996)-  41 45 44.10279(N)    071 22 31.27376(W) AD(       ) 4
 LW2729  NAD 83(1992)-  41 45 44.10141(N)    071 22 31.27310(W) AD(       ) 4
 LW2729  NAD 83(1992)-  41 45 44.10120(N)    071 22 31.27308(W) AD(       ) 4
 LW2729  NAD 83(1986)-  41 45 44.10045(N)    071 22 31.27148(W) AD(       ) 4
 LW2729  NAD 27      -  41 45 43.75900(N)    071 22 33.13500(W) AD(       ) 3
 LW2729
 LW2729.Superseded values are not recommended for survey control.
 LW2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2729.See file dsdata.txt to determine how the superseded data were derived.
 LW2729
 LW2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0254226107(NAD 83)
 LW2729
 LW2729  HISTORY     - Date     Condition        Report By
 LW2729  HISTORY     - UNK      MONUMENTED
 LW2729  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2729
 LW2729                          STATION DESCRIPTION
 LW2729
 LW2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2729'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LW2729'
 LW2729'LOCATED ON THE EAST SIDE OF PROVIDENCE RIVER CHANNEL AND
 LW2729'SOUTHWEST OF SABINE POINT.  THE 1956 LIGHT LIST PUBLICATION CG
 LW2729'158 LISTS THIS LIGHT AS NO. 537, AND DESCRIBES IT AS A WHITE
 LW2729'OCTAGONAL TOWER ON A GRANITE DWELLING ON GRANITE PIER.  IT HAS
 LW2729'NOT BEEN CHANGED SINCE IT WAS BUILT IN 1872.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2623 ***********************************************************************
 LW2623  DESIGNATION -  SABLE POINT 1863
 LW2623  PID         -  LW2623
 LW2623  STATE/COUNTY-  RI/PROVIDENCE
 LW2623  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2623
 LW2623                         *CURRENT SURVEY CONTROL
 LW2623  ___________________________________________________________________
 LW2623* NAD 83(1996)-  41 46 02.22832(N)    071 22 04.37124(W)     ADJUSTED  
 LW2623* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW2623  ___________________________________________________________________
 LW2623  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW2623  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LW2623
 LW2623  HORZ ORDER  -  THIRD
 LW2623
 LW2623.The horizontal coordinates were established by classical geodetic methods
 LW2623.and adjusted by the National Geodetic Survey in August 1998..
 LW2623
 LW2623.The orthometric height was scaled from a topographic map.
 LW2623
 LW2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2623
 LW2623.The geoid height was determined by GEOID03.
 LW2623
 LW2623;                    North         East     Units Scale Factor Converg.
 LW2623;SPC RI       -    75,969.169   110,985.893   MT  0.99999523   +0 05 16.8
 LW2623;SPC RI       -   249,242.18    364,126.22   sFT  0.99999523   +0 05 16.8
 LW2623;UTM  19      - 4,626,648.654   303,178.444   MT  1.00007672   -1 34 40.0
 LW2623
 LW2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2623!SPC RI       -   1.00000327  x   0.99999523  =   0.99999850
 LW2623!UTM  19      -   1.00000327  x   1.00007672  =   1.00008000
 LW2623
 LW2623:                Primary Azimuth Mark                     Grid Az
 LW2623:SPC RI       -  BULLOCKS NECK 2 1912                     163 37 24.4
 LW2623:UTM  19      -  BULLOCKS NECK 2 1912                     165 17 21.2
 LW2623
 LW2623|---------------------------------------------------------------------|
 LW2623| PID    Reference Object                     Distance      Geod. Az  |
 LW2623|                                                           dddmmss.s |
 LW2623| LW2341 BULLOCKS NECK 2 1912                APPROX. 2.6 KM 1634241.2 |
 LW2623|---------------------------------------------------------------------|
 LW2623
 LW2623                          SUPERSEDED SURVEY CONTROL
 LW2623
 LW2623  NAD 83(1996)-  41 46 02.22806(N)    071 22 04.37113(W) AD(       ) 3
 LW2623  NAD 83(1992)-  41 46 02.22676(N)    071 22 04.37035(W) AD(       ) 3
 LW2623  NAD 83(1992)-  41 46 02.22650(N)    071 22 04.37035(W) AD(       ) 3
 LW2623  NAD 83(1986)-  41 46 02.22667(N)    071 22 04.36973(W) AD(       ) 3
 LW2623  NAD 27      -  41 46 01.89200(N)    071 22 06.22300(W) AD(       ) 3
 LW2623
 LW2623.Superseded values are not recommended for survey control.
 LW2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2623.See file dsdata.txt to determine how the superseded data were derived.
 LW2623
 LW2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0317826649(NAD 83)
 LW2623
 LW2623  HISTORY     - Date     Condition        Report By
 LW2623  HISTORY     - 1863     MONUMENTED       COASUR
 LW2623  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2623
 LW2623                          STATION DESCRIPTION
 LW2623
 LW2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2623'REPORTED DESTROYED IN 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2796 ***********************************************************************
 LW2796  DESIGNATION -  SACHUEST
 LW2796  PID         -  LW2796
 LW2796  STATE/COUNTY-  RI/NEWPORT
 LW2796  USGS QUAD   -  SAKONNET POINT (1970)
 LW2796
 LW2796                         *CURRENT SURVEY CONTROL
 LW2796  ___________________________________________________________________
 LW2796* NAD 83(1996)-  41 28 37.72477(N)    071 14 27.58164(W)     ADJUSTED  
 LW2796* NAVD 88     -        14.67   (+/-2cm)      48.1    (feet)  VERTCON   
 LW2796  ___________________________________________________________________
 LW2796  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 LW2796  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW2796
 LW2796  HORZ ORDER  -  THIRD
 LW2796  VERT ORDER  -  THIRD ? (See Below)
 LW2796
 LW2796.The horizontal coordinates were established by classical geodetic methods
 LW2796.and adjusted by the National Geodetic Survey in August 1998..
 LW2796
 LW2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2796.The vertical order pertains to the NGVD 29 superseded value.
 LW2796
 LW2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2796
 LW2796.The geoid height was determined by GEOID03.
 LW2796
 LW2796;                    North         East     Units Scale Factor Converg.
 LW2796;SPC RI       -    43,768.657   121,633.409   MT  0.99999951   +0 10 17.6
 LW2796;SPC RI       -   143,597.67    399,058.94   sFT  0.99999951   +0 10 17.6
 LW2796;UTM  19      - 4,594,151.208   312,888.672   MT  1.00003087   -1 29 04.9
 LW2796
 LW2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2796!SPC RI       -   1.00000239  x   0.99999951  =   1.00000190
 LW2796!UTM  19      -   1.00000239  x   1.00003087  =   1.00003326
 LW2796
 LW2796:                Primary Azimuth Mark                     Grid Az
 LW2796:SPC RI       -  SAKONNET LH                              129 27 16.8
 LW2796:UTM  19      -  SAKONNET LH                              131 06 39.3
 LW2796
 LW2796|---------------------------------------------------------------------|
 LW2796| PID    Reference Object                     Distance      Geod. Az  |
 LW2796|                                                           dddmmss.s |
 LW2796| LW2798 SAKONNET LH                         APPROX. 4.2 KM 1293734.4 |
 LW2796| LW2797 SACHUEST OP 3                        59.757 METERS 17915     |
 LW2796| LW0589 SACHUEST AZ MK                                     2262801.2 |
 LW2796| LW0591 RANGE                               450.664 METERS 2352047.0 |
 LW2796| LW0593 SACHUEST OP 2                       101.860 METERS 24152     |
 LW2796| LW2794 SACHUEST OP 1                       184.145 METERS 25838     |
 LW2796| LW2859 NEWPORT ST GEORGES NW SPIRE         APPROX. 3.1 KM 3004501.9 |
 LW2796|---------------------------------------------------------------------|
 LW2796
 LW2796                          SUPERSEDED SURVEY CONTROL
 LW2796
 LW2796  NAD 83(1996)-  41 28 37.72472(N)    071 14 27.58107(W) AD(       ) 3
 LW2796  NAD 83(1992)-  41 28 37.72295(N)    071 14 27.58105(W) AD(       ) 3
 LW2796  NAD 83(1992)-  41 28 37.72278(N)    071 14 27.58062(W) AD(       ) 3
 LW2796  NAD 83(1986)-  41 28 37.72310(N)    071 14 27.57860(W) AD(       ) 3
 LW2796  NAD 27      -  41 28 37.35200(N)    071 14 29.40600(W) AD(       ) 3
 LW2796  NGVD 29 (07/19/86)   14.93   (m)           49.0    (f) LEVELING    3  
 LW2796
 LW2796.Superseded values are not recommended for survey control.
 LW2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2796.See file dsdata.txt to determine how the superseded data were derived.
 LW2796
 LW2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1288994151(NAD 83)
 LW2796_MARKER: DD = SURVEY DISK
 LW2796_SETTING: 66 = SET IN ROCK OUTCROP
 LW2796_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW2796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2796+STABILITY: POSITION/ELEVATION WELL
 LW2796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2796+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 LW2796
 LW2796  HISTORY     - Date     Condition        Report By
 LW2796  HISTORY     - 1940     MONUMENTED       USE
 LW2796  HISTORY     - 1942     MARK NOT FOUND   USN
 LW2796  HISTORY     - 1943     GOOD             CGS
 LW2796  HISTORY     - 1969     GOOD             CGS
 LW2796  HISTORY     - 19981203 GOOD             USPSQD
 LW2796  HISTORY     - 20041209 GOOD             USPSQD
 LW2796
 LW2796                          STATION DESCRIPTION
 LW2796
 LW2796'DESCRIBED BY US ENGINEERS 1940 (PLB)
 LW2796'STATION IS LOCATED ON THE SE CORNER OF AQUIDNECK ISLAND ON WHICH
 LW2796'IS LOCATED THE TOWN OF NEWPORT, ON A POINT OF LAND KNOWN AS
 LW2796'SACHUEST POINT, ON A ROCK LEDGE OUTCROP KNOLL ABOUT 100 FT. WIDE
 LW2796'WHICH RUNS N AND S ALONG THE E EDGE OF THE POINT AND JUST E OF A
 LW2796'CULTIVATED FIELD, IN ABOUT THE CENTER AND THE HIGHEST PART OF THE
 LW2796'LEDGE, 40 FT. E-NE OF THE CORNER OF THE E MOST N-S AND S MOST E-W
 LW2796'STONE FENCES MARKING THE BOUNDARY OF A POTATO FIELD. THE N-S FENCE
 LW2796'CONTINUES S FROM THIS CORNER FOR ABOUT 200 FT. IT IS A STANDARD
 LW2796'DISK, EMBEDDED IN A DRILL HOLE IN A ROCK OUTCROP FLUSH WITH THE
 LW2796'SURFACE AND IS STAMPED SACHUEST 1940
 LW2796'
 LW2796'THE AZIMUTH MARK IS ABOUT 0.4 MI. SE OF THE STATION, ON A LEDGE
 LW2796'OUTCROP, AT THE EXTREME S PART OF SACHUEST POINT, AND ABOUT 200
 LW2796'FT. S OF THE SE CORNER OF THE MOST S CULTIVATED FIELD ON THE POINT.
 LW2796'
 LW2796'OBSERVATIONS MADE FROM A 4-FT. STAND.
 LW2796
 LW2796                          STATION RECOVERY (1942)
 LW2796
 LW2796'RECOVERY NOTE BY US NAVY 1942 (EJC)
 LW2796'LETTER OF MR. E.J. COLLINS, FIELD ENGINEER, U.S. NAVAL RIFLE
 LW2796'RANGE, SACHUEST POINT, NEWPORT, R.I., DATED 10/28/42--
 LW2796'
 LW2796'IN CONNECTION WITH CONSTRUCTION OF A U.S. NAVAL RIFLE RANGE AT
 LW2796'SACHUEST POINT, NEWPORT, R.I., IT WAS NECESSARY TO COVER THE
 LW2796'REFERENCE MARK SACHUEST OPI.  THE STATION AND REFERENCE MARK OP 3
 LW2796'WILL NOT BE DISTURBED.
 LW2796
 LW2796                          STATION RECOVERY (1943)
 LW2796
 LW2796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2796'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT EXCEPT THAT
 LW2796'CONSTRUCTION HAS CERTAINLY COVERED DEEPLY AND POSSIBLY DESTROYED
 LW2796'SACHUEST OFFSET POINT 1.
 LW2796'
 LW2796'THE STATION IS ABOUT 4 MILES EAST OF NEWPORT, ON THE SOUTHEAST
 LW2796'CORNER OF AQUIDNECK ISLAND, AND ABOUT 1/2 MILE NORTH-NORTHEAST OF
 LW2796'THE SOUTHERN TIP OF SACHUEST POINT.  IT IS ABOUT 100 YARDS EAST OF
 LW2796'A LARGE EARTH MOUND IS A STANDARD DISK CEMENTED IN THE HIGHEST
 LW2796'POINT OF A ROCK OUTCROP, AND THE DISK IS STAMPED SACHUEST 1940.
 LW2796'
 LW2796'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH-SOUTHWEST OF THE STATION
 LW2796'NEAR THE SOUTHERN TIP OF THE POINT.
 LW2796'
 LW2796'SACHUEST O.P. 2 (ND SACHUEST O.P. 3 ARE BOTH STAMPED SACHUEST O P
 LW2796'AND WITH THEIR RESPECTIVE NUMBERS.
 LW2796'
 LW2796'IN THE FOLLOWING DIRECTIONS, THAT TO THE AZIMUTH MARK IS A
 LW2796'REOBSERVATION, THAT TO STATION RANGE IS ORIGINAL WITH THIS
 LW2796'OCCUPATION, AND THE OTHER TWO ARE TAKEN FROM THE ORIGINAL 1940
 LW2796'DESCRIPTION IN ORDER TO MAKE THE PRESENT ONE COMPLETE.
 LW2796
 LW2796                          STATION RECOVERY (1969)
 LW2796
 LW2796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 LW2796'THE STATION WAS RECOVERED AND IN GOOD CONDITION.  THE STATION MAY
 LW2796'BE REACHED BY GOING 4.05 MILES EAST ALONG MEMORIAL BLVD, PURGATORY
 LW2796'ROAD AND SACHUEST POINT ROAD FROM THE MAIN POST OFFICE AT NEWPORT,
 LW2796'THENCE 0.4 MILE SOUTHEAST ALONG ROAD THRU NAVY RESERVATION, 0.4
 LW2796'MILE NORTHEAST ALONG A ROAD FROM THE SOUTH END OF SACHUEST POINT,
 LW2796'SET ON THE TOP AND IN THE CENTER OF THE HIGHEST POINT OF A 100
 LW2796'FOOT WIDE EXPOSED PART OF A MASS OF BEDROCK RUNNING NORTH-SOUTH,
 LW2796'ABOUT 1200 FEET SOUTHEAST OF THE MAIN NAVY BLDG, 196.1 FEET NORTH
 LW2796'OF SACHUEST OP 3 DESCRIBED AND 1 FOOT ABOVE THE LEVEL OF THE
 LW2796'GROUND.  THE STATION IS A C AND GS TRI. STA. DISK STAMPED SACHUEST
 LW2796'1940.
 LW2796'
 LW2796'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHEAST OF THE STATION, ON
 LW2796'TOP AND ABOUT IN THE CENTER OF A GROUP OF OUTCROPPING ROCKS, 150
 LW2796'FEET NORTH OF THE SOUTH END OF SACHUEST POINT, 18 FEET WEST OF THE
 LW2796'EAST EDGE OF THE POINT AND 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 LW2796'AN AZIMUTH MARK DISK STAMPED SACHUEST 1940.
 LW2796'
 LW2796'NOTE--MARK IS SET IN A LOOSE SECTION OF A ROCK.  DID NOT HOLD AN
 LW2796'ELEVATION.  MAY HAVE MOVED SOME.
 LW2796
 LW2796                          STATION RECOVERY (1998)
 LW2796
 LW2796'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2796'RECOVERED IN GOOD CONDITION.
 LW2796
 LW2796                          STATION RECOVERY (2004)
 LW2796
 LW2796'RECOVERY NOTE BY US POWER SQUADRON 2004 (TG)
 LW2796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0589 ***********************************************************************
 LW0589  DESIGNATION -  SACHUEST AZ MK
 LW0589  PID         -  LW0589
 LW0589  STATE/COUNTY-  RI/NEWPORT
 LW0589  USGS QUAD   -  SAKONNET POINT (1970)
 LW0589
 LW0589                         *CURRENT SURVEY CONTROL
 LW0589  ___________________________________________________________________
 LW0589* NAD 83(1986)-  41 28 24.     (N)    071 14 48.     (W)     SCALED    
 LW0589* NAVD 88     -         6.832  (meters)      22.41   (feet)  ADJUSTED  
 LW0589  ___________________________________________________________________
 LW0589  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW0589  DYNAMIC HT  -           6.830 (meters)      22.41  (feet)  COMP
 LW0589  MODELED GRAV-     980,293.5   (mgal)                       NAVD 88
 LW0589
 LW0589  VERT ORDER  -  SECOND    CLASS 0
 LW0589
 LW0589.The horizontal coordinates were scaled from a topographic map and have
 LW0589.an estimated accuracy of +/- 6 seconds.
 LW0589
 LW0589.The orthometric height was determined by differential leveling
 LW0589.and adjusted by the National Geodetic Survey in June 1991..
 LW0589
 LW0589.The geoid height was determined by GEOID03.
 LW0589
 LW0589.The dynamic height is computed by dividing the NAVD 88
 LW0589.geopotential number by the normal gravity value computed on the
 LW0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0589.degrees latitude (g = 980.6199 gals.).
 LW0589
 LW0589.The modeled gravity was interpolated from observed gravity values.
 LW0589
 LW0589;                    North         East    Units  Estimated Accuracy
 LW0589;SPC RI       -    43,340.      121,160.      MT  (+/- 180 meters Scaled)
 LW0589
 LW0589                          SUPERSEDED SURVEY CONTROL
 LW0589
 LW0589  NGVD 29 (??/??/92)    7.104  (m)           23.31   (f) ADJ UNCH    2 0
 LW0589
 LW0589.Superseded values are not recommended for survey control.
 LW0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0589.See file dsdata.txt to determine how the superseded data were derived.
 LW0589
 LW0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF124937(NAD 83)
 LW0589_MARKER: DZ = AZIMUTH MARK DISK
 LW0589_SETTING: 66 = SET IN ROCK OUTCROP
 LW0589_SP_SET: ROCK OUTCROP
 LW0589_STAMPING: SACHUEST 1940
 LW0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0589+STABILITY: POSITION/ELEVATION WELL
 LW0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0589+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 LW0589
 LW0589  HISTORY     - Date     Condition        Report By
 LW0589  HISTORY     - 1940     MONUMENTED       CGS
 LW0589  HISTORY     - 1969     POOR             NGS
 LW0589  HISTORY     - 19981203 GOOD             USPSQD
 LW0589  HISTORY     - 20030619 GOOD             USPSQD
 LW0589
 LW0589                          STATION DESCRIPTION
 LW0589
 LW0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0589'4.6 MI SE FROM NEWPORT.
 LW0589'4.05 MILES EAST ALONG MEMORIAL BLVD, PURGATORY ROAD AND SACHUEST
 LW0589'POINT ROAD FROM THE MAIN POST OFFICE AT NEWPORT, THENCE 0.55
 LW0589'MILE SOUTH ALONG A ROAD ALONG THE WEST SIDE OF THE POINT, ON
 LW0589'THE TOP AND ABOUT IN THE CENTER OF A GROUP OF OUTCROPPING ROCKS,
 LW0589'150 FEET NORTH OF THE SOUTH END OF SACHUEST POINT, 18 FEET
 LW0589'WEST OF THE EAST EDGE OF THE POINT, AND ABOUT 1 FOOT ABOVE THE
 LW0589'LEVEL OF THE GROUND.  NOTE-- MARK IS SET IN A ROCK WHICH IS LOOSE
 LW0589'FROM THE OTHER ROCKS.  WILL NOT HOLD AN ELEVATION.  SHOULD
 LW0589'BE USED WITH CAUTION.
 LW0589
 LW0589                          STATION RECOVERY (1998)
 LW0589
 LW0589'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0589'RECOVERED IN GOOD CONDITION.
 LW0589
 LW0589                          STATION RECOVERY (2003)
 LW0589
 LW0589'RECOVERY NOTE BY US POWER SQUADRON 2003 (MG)
 LW0589'THE 1969 STATION DESCRIPTION IS ADEQUATE, EXCEPT THAT THE 0.55 MILE
 LW0589'ROAD SOUTH ALONG THE WEST SIDE OF THE POINT IS NOW A FOOTPATH LEADING
 LW0589'FROM THE SACHUEST POINT NATIONAL WILDLIFE REFUGE VISITORS CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2794 ***********************************************************************
 LW2794  DESIGNATION -  SACHUEST OP 1
 LW2794  PID         -  LW2794
 LW2794  STATE/COUNTY-  RI/NEWPORT
 LW2794  USGS QUAD   -  SAKONNET POINT (1970)
 LW2794
 LW2794                         *CURRENT SURVEY CONTROL
 LW2794  ___________________________________________________________________
 LW2794* NAD 83(1996)-  41 28 36.54824(N)    071 14 35.36266(W)     ADJUSTED  
 LW2794* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 LW2794  ___________________________________________________________________
 LW2794  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 LW2794  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW2794
 LW2794  HORZ ORDER  -  SECOND
 LW2794
 LW2794.The horizontal coordinates were established by classical geodetic methods
 LW2794.and adjusted by the National Geodetic Survey in August 1998..
 LW2794
 LW2794.The orthometric height was scaled from a topographic map.
 LW2794
 LW2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2794
 LW2794.The geoid height was determined by GEOID03.
 LW2794
 LW2794;                    North         East     Units Scale Factor Converg.
 LW2794;SPC RI       -    43,731.822   121,452.986   MT  0.99999941   +0 10 12.4
 LW2794;SPC RI       -   143,476.82    398,467.00   sFT  0.99999941   +0 10 12.4
 LW2794;UTM  19      - 4,594,119.603   312,707.254   MT  1.00003171   -1 29 10.0
 LW2794
 LW2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2794!SPC RI       -   1.00000254  x   0.99999941  =   1.00000195
 LW2794!UTM  19      -   1.00000254  x   1.00003171  =   1.00003425
 LW2794
 LW2794                          SUPERSEDED SURVEY CONTROL
 LW2794
 LW2794  NAD 83(1996)-  41 28 36.54818(N)    071 14 35.36209(W) AD(       ) 2
 LW2794  NAD 83(1992)-  41 28 36.54642(N)    071 14 35.36207(W) AD(       ) 2
 LW2794  NAD 83(1992)-  41 28 36.54625(N)    071 14 35.36164(W) AD(       ) 2
 LW2794  NAD 83(1986)-  41 28 36.54657(N)    071 14 35.35959(W) AD(       ) 2
 LW2794  NAD 27      -  41 28 36.17600(N)    071 14 37.18600(W) AD(       ) 2
 LW2794
 LW2794.Superseded values are not recommended for survey control.
 LW2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2794.See file dsdata.txt to determine how the superseded data were derived.
 LW2794
 LW2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1270794120(NAD 83)
 LW2794_MARKER: DR = REFERENCE MARK DISK
 LW2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2794_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2794+STABILITY: SURFACE MOTION
 LW2794
 LW2794  HISTORY     - Date     Condition        Report By
 LW2794  HISTORY     - 1940     MONUMENTED       CGS
 LW2794  HISTORY     - 1943     MARK NOT FOUND   CGS
 LW2794  HISTORY     - 19981203 MARK NOT FOUND   USPSQD
 LW2794
 LW2794                          STATION DESCRIPTION
 LW2794
 LW2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2794'STATION IS LOCATED NEAR THE SE CORNER OF AQUIDNECK ISLAND, ON THE
 LW2794'POINT OF LAND KNOWN AS SACHUEST POINT, IN THE MOST S CULTIVATED
 LW2794'FIELD ON THE POINT, 195 FT. S OF THE S MOST E-W STONE FENCE, 185
 LW2794'FT. E OF THE W MOST N-S FENCE, AND 523 FT. W OF THE E MOST N-S
 LW2794'STONE FENCE.  THE FENCES FORM THE BOUNDARY OF THE SE CULTIVATED FIELD.
 LW2794'
 LW2794'THE STATION IS A STANDARD REFERENCE-MARK DISK, STAMPED SACHUEST O
 LW2794'P 1 1940 AND SET IN A 10-IN. SQUARE CONCRETE POST PROJECTING 6 IN.
 LW2794'
 LW2794'LOCATED BY TRAVERSE FROM STATION SACHUEST (U.S.E.) WHICH IS ABOUT
 LW2794'184 M. E-NE OF THE STATION.
 LW2794'
 LW2794'THIS IS A TRAVERSE STATION.
 LW2794
 LW2794                          STATION RECOVERY (1943)
 LW2794
 LW2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2794'THE ORIGINAL DESCRIPTION IS ADEQUATE AND ACCURATE AS FAR AS COULD
 LW2794'BE DETERMINED.  THE STATION IS LOST TO ALL FUTURE USE, BECAUSE IT
 LW2794'IS POSSIBLY DESTROYED AND CERTAINLY DEEPLY COVERED BY THE
 LW2794'CONSTRUCTION OF A RIFLE RANGE BY THE U.S. NAVY.
 LW2794
 LW2794                          STATION RECOVERY (1998)
 LW2794
 LW2794'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0593 ***********************************************************************
 LW0593  DESIGNATION -  SACHUEST OP 2
 LW0593  PID         -  LW0593
 LW0593  STATE/COUNTY-  RI/NEWPORT
 LW0593  USGS QUAD   -  SAKONNET POINT (1970)
 LW0593
 LW0593                         *CURRENT SURVEY CONTROL
 LW0593  ___________________________________________________________________
 LW0593* NAD 83(1996)-  41 28 36.16775(N)    071 14 31.45304(W)     ADJUSTED  
 LW0593* NAVD 88     -        11.309  (meters)      37.10   (feet)  POSTED    
 LW0593  ___________________________________________________________________
 LW0593  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 LW0593  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW0593  DYNAMIC HT  -          11.310 (meters)      37.11  (feet)  COMP
 LW0593  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 LW0593
 LW0593  HORZ ORDER  -  SECOND
 LW0593  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 LW0593
 LW0593.The horizontal coordinates were established by classical geodetic methods
 LW0593.and adjusted by the National Geodetic Survey in August 1998..
 LW0593
 LW0593.The orthometric height was determined by differential leveling
 LW0593.and adjusted by the National Geodetic Survey in 1992..
 LW0593.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 LW0593.rate of 4.1 thru 8.0 mm/km.
 LW0593
 LW0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0593
 LW0593.The geoid height was determined by GEOID03.
 LW0593
 LW0593.The dynamic height is computed by dividing the NAVD 88
 LW0593.geopotential number by the normal gravity value computed on the
 LW0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0593.degrees latitude (g = 980.6199 gals.).
 LW0593
 LW0593.The modeled gravity was interpolated from observed gravity values.
 LW0593
 LW0593;                    North         East     Units Scale Factor Converg.
 LW0593;SPC RI       -    43,720.354   121,543.730   MT  0.99999946   +0 10 15.0
 LW0593;SPC RI       -   143,439.19    398,764.72   sFT  0.99999946   +0 10 15.0
 LW0593;UTM  19      - 4,594,105.516   312,797.631   MT  1.00003129   -1 29 07.4
 LW0593
 LW0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0593!SPC RI       -   1.00000292  x   0.99999946  =   1.00000238
 LW0593!UTM  19      -   1.00000292  x   1.00003129  =   1.00003421
 LW0593
 LW0593                          SUPERSEDED SURVEY CONTROL
 LW0593
 LW0593  NAD 83(1996)-  41 28 36.16770(N)    071 14 31.45247(W) AD(       ) 2
 LW0593  NAD 83(1992)-  41 28 36.16593(N)    071 14 31.45245(W) AD(       ) 2
 LW0593  NAD 83(1992)-  41 28 36.16576(N)    071 14 31.45202(W) AD(       ) 2
 LW0593  NAD 83(1986)-  41 28 36.16608(N)    071 14 31.44999(W) AD(       ) 2
 LW0593  NAD 27      -  41 28 35.79500(N)    071 14 33.27700(W) AD(       ) 2
 LW0593  NGVD 29 (??/??/92)   11.582  (m)           38.00   (f) ADJ UNCH    2 0
 LW0593
 LW0593.Superseded values are not recommended for survey control.
 LW0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0593.See file dsdata.txt to determine how the superseded data were derived.
 LW0593
 LW0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1279894106(NAD 83)
 LW0593_MARKER: DR = REFERENCE MARK DISK
 LW0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0593+STABILITY: SURFACE MOTION
 LW0593
 LW0593  HISTORY     - Date     Condition        Report By
 LW0593  HISTORY     - 1940     MONUMENTED       CGS
 LW0593  HISTORY     - 1969     MARK NOT FOUND   CGS
 LW0593  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0593  HISTORY     - 19981203 MARK NOT FOUND   USPSQD
 LW0593
 LW0593                          STATION DESCRIPTION
 LW0593
 LW0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0593'STATION IS LOCATED ON THE SE CORNER OF AQUIDNECK ISLAND, ON A
 LW0593'POINT OF LAND KNOWN AS SACHUEST POINT, IN THE MOST SE CULTIVATED
 LW0593'FIELD OF THE POINT, 223 FT. W OF THE E MOST N-S STONE FENCE, AND
 LW0593'184 FT. S OF THE S MOST E-W STONE FENCE.  THE FENCES MARK THE E
 LW0593'AND N BOUNDARIES RESPECTIVELY OF THE CULTIVATED FIELD.
 LW0593'
 LW0593'THE STATION IS A STANDARD REFERENCE-MARK DISK, SET IN A 10-IN.
 LW0593'SQUARE CONCRETE POST THAT PROJECTS 6 IN. AND IS STAMPED SACHUEST O
 LW0593'P 2 1940.
 LW0593'
 LW0593'STATION LOCATED BY TRAVERSE FROM STATION SACHUEST (U.S.E.) WHICH
 LW0593'IS LOCATED ABOUT 102 M. NE.
 LW0593'
 LW0593'THIS IS A TRAVERSE STATION.
 LW0593
 LW0593                          STATION RECOVERY (1969)
 LW0593
 LW0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 LW0593'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE FENCE
 LW0593'MENTIONED IN THE DESCRIPTION NO LONGER REMAINS.  THE CULTIVATED
 LW0593'FIELD MENTIONED NO LONGER REMAINS.  THE AREA IS NOW A GOVT
 LW0593'INSTALLATION.
 LW0593
 LW0593                          STATION RECOVERY (1969)
 LW0593
 LW0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0593'5 MI E FROM NEWPORT.
 LW0593'5.0 MILES EAST ALONG THE SACHUEST POINT ROAD FROM THE POST
 LW0593'OFFICE AT NEWPORT, AT THE SOUTHEAST CORNER OF AQUIDNECK ISLAND,
 LW0593'AT SACHUEST POINT, 334.4 FEET SOUTHWEST OF TRIANGULATION STATION
 LW0593'SACHUEST (USE) DESCRIBED BELOW, IN THE SOUTHERNMOST CULTIVATED
 LW0593'FIELD, 223 FEET WEST OF THE EASTERMOST NORTH-AND-SOUTH STONE
 LW0593'FENCE, AND 184 FEET SOUTH OF THE SOUTHERMOST EAST-AND-WEST STONE
 LW0593'FENCE, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SEARCHED
 LW0593'FOR BUT NOT RECOVERED THIS DATE.  THE STONE FENCE MENTIONED IN
 LW0593'THE DESCRIPTION HAS BEEN REMOVED AND THE CULTIVATED FIELD
 LW0593'MENTIONED IN DESCRIPTION NO LONGER REMAINS.  MARK HAS BEEN COVERED
 LW0593'OR DESTROYED.
 LW0593
 LW0593                          STATION RECOVERY (1998)
 LW0593
 LW0593'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2797 ***********************************************************************
 LW2797  DESIGNATION -  SACHUEST OP 3
 LW2797  PID         -  LW2797
 LW2797  STATE/COUNTY-  RI/NEWPORT
 LW2797  USGS QUAD   -  SAKONNET POINT (1970)
 LW2797
 LW2797                         *CURRENT SURVEY CONTROL
 LW2797  ___________________________________________________________________
 LW2797* NAD 83(1996)-  41 28 35.78796(N)    071 14 27.54805(W)     ADJUSTED  
 LW2797* NAVD 88     -        13.70   (+/-2cm)      44.9    (feet)  VERTCON   
 LW2797  ___________________________________________________________________
 LW2797  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 LW2797  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW2797
 LW2797  HORZ ORDER  -  SECOND
 LW2797  VERT ORDER  -  THIRD ? (See Below)
 LW2797
 LW2797.The horizontal coordinates were established by classical geodetic methods
 LW2797.and adjusted by the National Geodetic Survey in August 1998..
 LW2797
 LW2797.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2797.The vertical order pertains to the NGVD 29 superseded value.
 LW2797
 LW2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2797
 LW2797.The geoid height was determined by GEOID03.
 LW2797
 LW2797;                    North         East     Units Scale Factor Converg.
 LW2797;SPC RI       -    43,708.908   121,634.367   MT  0.99999951   +0 10 17.6
 LW2797;SPC RI       -   143,401.64    399,062.09   sFT  0.99999951   +0 10 17.6
 LW2797;UTM  19      - 4,594,091.454   312,887.903   MT  1.00003088   -1 29 04.8
 LW2797
 LW2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2797!SPC RI       -   1.00000254  x   0.99999951  =   1.00000205
 LW2797!UTM  19      -   1.00000254  x   1.00003088  =   1.00003342
 LW2797
 LW2797                          SUPERSEDED SURVEY CONTROL
 LW2797
 LW2797  NAD 83(1996)-  41 28 35.78791(N)    071 14 27.54748(W) AD(       ) 2
 LW2797  NAD 83(1992)-  41 28 35.78614(N)    071 14 27.54746(W) AD(       ) 2
 LW2797  NAD 83(1992)-  41 28 35.78597(N)    071 14 27.54703(W) AD(       ) 2
 LW2797  NAD 83(1986)-  41 28 35.78630(N)    071 14 27.54502(W) AD(       ) 2
 LW2797  NAD 27      -  41 28 35.41500(N)    071 14 29.37200(W) AD(       ) 2
 LW2797  NGVD 29 (07/19/86)   13.96   (m)           45.8    (f) LEVELING    3  
 LW2797
 LW2797.Superseded values are not recommended for survey control.
 LW2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2797.See file dsdata.txt to determine how the superseded data were derived.
 LW2797
 LW2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1288894091(NAD 83)
 LW2797_MARKER: DR = REFERENCE MARK DISK
 LW2797_SETTING: 66 = SET IN ROCK OUTCROP
 LW2797_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW2797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2797+STABILITY: POSITION/ELEVATION WELL
 LW2797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2797+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 LW2797
 LW2797  HISTORY     - Date     Condition        Report By
 LW2797  HISTORY     - 1940     MONUMENTED       CGS
 LW2797  HISTORY     - 1969     GOOD             CGS
 LW2797  HISTORY     - 19981203 GOOD             USPSQD
 LW2797  HISTORY     - 20041209 GOOD             USPSQD
 LW2797
 LW2797                          STATION DESCRIPTION
 LW2797
 LW2797'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2797'STATION IS LOCATED ON THE SE CORNER OF AQUIDNECK ISLAND, ON A
 LW2797'POINT OF LAND KNOWN AS SACHUEST POINT, AT THE S END OF A LONG
 LW2797'LEDGE OUTCROP KNOLL THAT IS ABOUT 100 FT. WIDE AND RUNS N AND S
 LW2797'ALONG THE E EDGE OF THE POINT, ABOUT 77 FT. E OF THE E MOST N-S
 LW2797'STONE FENCE WHICH MARKS THE E BOUNDARY OF THE MOST SE CULTIVATED
 LW2797'FIELD ON THE POINT.
 LW2797'
 LW2797'STATION IS A STANDARD REFERENCE MARK DISK, SET IN A DRILL HOLE IN
 LW2797'ROCK OUTCROP FLUSH WITH THE SURFACE AND STAMPED SACHUEST O P 3 1940.
 LW2797'
 LW2797'STATION LOCATED BY TRAVERSE CONNECTION FROM STATION SACHUEST
 LW2797'(U.S.E.) WHICH IS LOCATED ON THE SAME LEDGE ABOUT 60 M. N.
 LW2797'
 LW2797'THIS IS A TRAVERSE STATION.
 LW2797
 LW2797                          STATION RECOVERY (1969)
 LW2797
 LW2797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 LW2797'THE STATION WAS RECOVERED AND IN GOOD CONDITION.  THE STATION MAY
 LW2797'BE REACHED BY GOING 4.05 MILES EAST ALONG MEMORIAL BLVD, PURGATORY
 LW2797'ROAD AND SACHUEST POINT ROAD FROM THE MAIN POST OFFICE AT NEWPORT,
 LW2797'THENCE 0.4 MILE SOUTHEAST ALONG A ROAD THRU A NAVY RESERVATION,
 LW2797'SET ON THE TOP AND 28 FEET NORTH OF THE SOUTH END OF A 100 FOOT
 LW2797'WIDE EXPOSED BEDROCK WHICH RUNS NORTH-SOUTH, 150 FEET NORTHWEST OF
 LW2797'THE SOUTHEAST CORNER OF SACHUEST POINT, 196.1 FEET SOUTH OF
 LW2797'TRIANGULATION STATION SACHUEST USE DESCRIBED AND 3 FEET ABOVE THE
 LW2797'LEVEL OF THE GROUND.  THE DISK IS A STANDARD RM DISK STAMPED
 LW2797'SAUCHEST OP 3 1940.
 LW2797
 LW2797                          STATION RECOVERY (1998)
 LW2797
 LW2797'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2797'RECOVERED IN GOOD CONDITION.
 LW2797
 LW2797                          STATION RECOVERY (2004)
 LW2797
 LW2797'RECOVERY NOTE BY US POWER SQUADRON 2004 (TG)
 LW2797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0592 ***********************************************************************
 LW0592  DESIGNATION -  SACHUEST USE
 LW0592  PID         -  LW0592
 LW0592  STATE/COUNTY-  RI/NEWPORT
 LW0592  USGS QUAD   -  SAKONNET POINT (1970)
 LW0592
 LW0592                         *CURRENT SURVEY CONTROL
 LW0592  ___________________________________________________________________
 LW0592* NAD 83(1986)-  41 28 39.     (N)    071 14 30.     (W)     SCALED    
 LW0592* NAVD 88     -        14.661  (meters)      48.10   (feet)  ADJUSTED  
 LW0592  ___________________________________________________________________
 LW0592  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW0592  DYNAMIC HT  -          14.656 (meters)      48.08  (feet)  COMP
 LW0592  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 LW0592
 LW0592  VERT ORDER  -  SECOND    CLASS 0
 LW0592
 LW0592.The horizontal coordinates were scaled from a topographic map and have
 LW0592.an estimated accuracy of +/- 6 seconds.
 LW0592
 LW0592.The orthometric height was determined by differential leveling
 LW0592.and adjusted by the National Geodetic Survey in June 1991..
 LW0592
 LW0592.The geoid height was determined by GEOID03.
 LW0592
 LW0592.The dynamic height is computed by dividing the NAVD 88
 LW0592.geopotential number by the normal gravity value computed on the
 LW0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0592.degrees latitude (g = 980.6199 gals.).
 LW0592
 LW0592.The modeled gravity was interpolated from observed gravity values.
 LW0592
 LW0592;                    North         East    Units  Estimated Accuracy
 LW0592;SPC RI       -    43,810.      121,580.      MT  (+/- 180 meters Scaled)
 LW0592
 LW0592                          SUPERSEDED SURVEY CONTROL
 LW0592
 LW0592  NGVD 29 (??/??/92)   14.933  (m)           48.99   (f) ADJ UNCH    2 0
 LW0592
 LW0592.Superseded values are not recommended for survey control.
 LW0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0592.See file dsdata.txt to determine how the superseded data were derived.
 LW0592
 LW0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF128941(NAD 83)
 LW0592_MARKER: DB = BENCH MARK DISK
 LW0592_SETTING: 66 = SET IN ROCK OUTCROP
 LW0592_SP_SET: BEDROCK
 LW0592_STAMPING: SACHUEST 1940
 LW0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0592+STABILITY: POSITION/ELEVATION WELL
 LW0592
 LW0592  HISTORY     - Date     Condition        Report By
 LW0592  HISTORY     - 1940     MONUMENTED       CGS
 LW0592  HISTORY     - 1969     GOOD             NGS
 LW0592  HISTORY     - 19981203 GOOD             USPSQD
 LW0592
 LW0592                          STATION DESCRIPTION
 LW0592
 LW0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0592'4.4 MI SE FROM NEWPORT.
 LW0592'4.05 MILES EAST ALONG MEMORIAL BLVD, PURGATORY ROAD AND SACHUEST
 LW0592'POINT ROAD FROM THE MAIN POST OFFICE AT NEWPORT, THENCE 0.4
 LW0592'MILE SOUTHEAST ALONG ROAD THRU NAVY RESERVATION, 0.4 MILE
 LW0592'NORTHEAST ALONG A ROAD FROM THE SOUTH END OF SACHUEST POINT, SET
 LW0592'ON THE TOP AND IN THE CENTER OF THE HIGHEST POINT OF A 100 FEET
 LW0592'WIDE EXPOSED PART OF A MASS OF BEDROCK RUNNING NORTH-SOUTH, ABOUT
 LW0592'1200 FEET SOUTHEAST OF THE MAIN NAVY BLDG, 196.1 FEET NORTH OF
 LW0592'SAUCHEST OP 3 DESCRIBED AND 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 LW0592
 LW0592                          STATION RECOVERY (1998)
 LW0592
 LW0592'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0623 ***********************************************************************
 LW0623  DESIGNATION -  SAKONNET
 LW0623  PID         -  LW0623
 LW0623  STATE/COUNTY-  RI/NEWPORT
 LW0623  USGS QUAD   -  SAKONNET POINT (1970)
 LW0623
 LW0623                         *CURRENT SURVEY CONTROL
 LW0623  ___________________________________________________________________
 LW0623* NAD 83(1996)-  41 27 37.50313(N)    071 11 20.78991(W)     ADJUSTED  
 LW0623* NAVD 88     -         8.931  (meters)      29.30   (feet)  ADJUSTED  
 LW0623  ___________________________________________________________________
 LW0623  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LW0623  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW0623  DYNAMIC HT  -           8.928 (meters)      29.29  (feet)  COMP
 LW0623  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 LW0623
 LW0623  HORZ ORDER  -  FIRST
 LW0623  VERT ORDER  -  SECOND    CLASS 0
 LW0623
 LW0623.The horizontal coordinates were established by classical geodetic methods
 LW0623.and adjusted by the National Geodetic Survey in August 1998..
 LW0623
 LW0623.The orthometric height was determined by differential leveling
 LW0623.and adjusted by the National Geodetic Survey in June 1991..
 LW0623
 LW0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0623
 LW0623.The geoid height was determined by GEOID03.
 LW0623
 LW0623.The dynamic height is computed by dividing the NAVD 88
 LW0623.geopotential number by the normal gravity value computed on the
 LW0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0623.degrees latitude (g = 980.6199 gals.).
 LW0623
 LW0623.The modeled gravity was interpolated from observed gravity values.
 LW0623
 LW0623;                    North         East     Units Scale Factor Converg.
 LW0623;SPC RI       -    41,925.053   125,973.919   MT  1.00000205   +0 12 21.0
 LW0623;SPC RI       -   137,549.11    413,299.43   sFT  1.00000205   +0 12 21.0
 LW0623;SPC MA M     -   801,186.148   225,975.238   MT  1.00004737   +0 12 31.8
 LW0623;SPC MA M     - 2,628,558.22    741,387.09   sFT  1.00004737   +0 12 31.8
 LW0623;UTM  19      - 4,592,182.904   317,174.180   MT  1.00001136   -1 26 59.3
 LW0623
 LW0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0623!SPC RI       -   1.00000329  x   1.00000205  =   1.00000534
 LW0623!SPC MA M     -   1.00000329  x   1.00004737  =   1.00005066
 LW0623!UTM  19      -   1.00000329  x   1.00001136  =   1.00001465
 LW0623
 LW0623:                Primary Azimuth Mark                     Grid Az
 LW0623:SPC RI       -  LITTLE COMPTON ME CH SPIRE               013 45 09.2
 LW0623:SPC MA M     -  LITTLE COMPTON ME CH SPIRE               013 44 58.4
 LW0623:UTM  19      -  LITTLE COMPTON ME CH SPIRE               015 24 29.5
 LW0623
 LW0623|---------------------------------------------------------------------|
 LW0623| PID    Reference Object                     Distance      Geod. Az  |
 LW0623|                                                           dddmmss.s |
 LW0623| LW2164 LITTLE COMPTON ME CH SPIRE          APPROX. 5.6 KM 0135730.2 |
 LW0623| LW2163 LITTLE COMPTON CONG CH SPIRE        APPROX. 5.6 KM 0152029.6 |
 LW0623| CB8505 SAKONNET RM 2                       119.162 METERS 02331     |
 LW0623| LW2813 BIG ROCK 1934                       APPROX. 3.2 KM 0620929.4 |
 LW0623| CB8506 SAKONNET RM 3                        32.478 METERS 08958     |
 LW0623| LW2835 STATION A                           198.528 METERS 22351     |
 LW0623| LW2798 SAKONNET LH                         APPROX. 1.4 KM 2335731.8 |
 LW0623| LW2860 NEWPORT ST GEORGES TOWER            APPROX. 7.8 KM 2961308.7 |
 LW0623| LW2799 SAKONNET HARBOR LIGHT               APPROX. 0.8 KM 3160855.0 |
 LW0623| CB8504 SAKONNET RM 1 AZIMUTH                              3590615.6 |
 LW0623|---------------------------------------------------------------------|
 LW0623
 LW0623                          SUPERSEDED SURVEY CONTROL
 LW0623
 LW0623  NAD 83(1996)-  41 27 37.50320(N)    071 11 20.78942(W) AD(       ) 1
 LW0623  NAD 83(1992)-  41 27 37.50123(N)    071 11 20.78932(W) AD(       ) 1
 LW0623  NAD 83(1992)-  41 27 37.50115(N)    071 11 20.78896(W) AD(       ) 1
 LW0623  NAD 83(1986)-  41 27 37.50158(N)    071 11 20.78699(W) AD(       ) 1
 LW0623  NAD 27      -  41 27 37.12884(N)    071 11 22.62146(W) AD(       ) 1
 LW0623  NGVD 29 (??/??/92)    9.156  (m)           30.04   (f) ADJ UNCH    2 0
 LW0623
 LW0623.Superseded values are not recommended for survey control.
 LW0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0623.See file dsdata.txt to determine how the superseded data were derived.
 LW0623
 LW0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1717492183(NAD 83)
 LW0623_MARKER: DS = TRIANGULATION STATION DISK
 LW0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0623_STAMPING: SAKONNET 1932
 LW0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0623+STABILITY: SURFACE MOTION
 LW0623
 LW0623  HISTORY     - Date     Condition        Report By
 LW0623  HISTORY     - 1932     MONUMENTED       CGS
 LW0623  HISTORY     - 1934     GOOD             CGS
 LW0623  HISTORY     - 1940     GOOD             CGS
 LW0623  HISTORY     - 1943     GOOD             CGS
 LW0623  HISTORY     - 1943     GOOD             NGS
 LW0623  HISTORY     - 1962     MARK NOT FOUND   CGS
 LW0623  HISTORY     - 1962     MARK NOT FOUND   CGS
 LW0623  HISTORY     - 1968     MARK NOT FOUND   CGS
 LW0623
 LW0623                          STATION DESCRIPTION
 LW0623
 LW0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW0623'THIS STATION IS IN THE VILLAGE OF SAKONNET ON LAND OF MR. F.J. PRUE.
 LW0623'
 LW0623'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LW0623'CONCRETE AS DESCRIBED.  REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LW0623'SET IN OUTCROPPING BEDROCK AS DESCRIED.
 LW0623'
 LW0623'STATION MARK IS IN OPEN FIELD ON SLIGHT RISE OF GROUND, ABOUT 500
 LW0623'FEET NE OF DR. LLOYDS HOUSE ON HIGH GROUND, AND 220.5 FEET WNW OF
 LW0623'NW CORNER OF GARAGE WITH TWO-STORY HOUSE JUST S OF IT BELONGING TO
 LW0623'MR. PRUE.
 LW0623'
 LW0623'REFERENCE MARK NO. 1 IS ENE OF THE STATION AND ABOUT 100 FEET W OF
 LW0623'WATERS EDGE OF SMALL COVE, ABOUT 150 FEET S OF SMALL WHITE HOUSE
 LW0623'AND ABOUT 300 FEET SSW OF SMALL WHITE CATHOLIC CHURCH.
 LW0623'
 LW0623'REFERENCE MARK NO. 2 IS ENE OF THE STATION IN OPEN FIELD, AND IS
 LW0623'ABOUT 400 FEET N OF MR. PRUES HOUSE, ON HIGHEST POINT OF GROUND IN
 LW0623'FIELD.
 LW0623'
 LW0623'REFERENCE MARK NO. 3 IS E OF THE STATION IN OPEN FIELD, AND IS
 LW0623'ABOUT 115.0 FEET WNW OF NW CORNER OF GARAGE OWNED BY MR. PRUE.
 LW0623'
 LW0623'TO REACH FROM THE STONE BRIDGE AT TIVERTON, FOLLOW HIGHWAY 13.3
 LW0623'MILES TO NE END OF VILLAGE AND AT WHITEWASHED WALL NEAR LOBSTER
 LW0623'PACKING HOUSE, ON RIGHT-HAND SIDE OF ROAD.  LEAVE HIGHWAY HERE AND
 LW0623'FOLLOW GRAVEL ROAD (LEFT) 0.4 MILE TO HOME OF MR. PRUE.
 LW0623'
 LW0623'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 LW0623
 LW0623                          STATION RECOVERY (1934)
 LW0623
 LW0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW0623'STATION RECOVERED, AND IS LOCATED AT SAKONNET POINT, IN THE
 LW0623'VILLAGE OF SAKONNET, ON LAND OWNED BY MR. F.J. PRUE.  MARK IS IN
 LW0623'AN OPEN FIELD ON A SLIGHT RISE OF GROUND, ABOUT 500 FEET NE OF DR.
 LW0623'LLOYDS HOUSE, AND 220.5 FEET WNW OF NW CORNER OF GARAGE, WITH
 LW0623'TWO-STORY HOUSE JUST S OF IT, BELONGING TO MR. PRUE.
 LW0623'
 LW0623'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LW0623'CONCRETE AS DESCRIBED.  REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LW0623'SET IN OUTCROPPING BEDROCK AS DESCRIBED.
 LW0623'
 LW0623'REFERENCE MARK NO. 1 IS ENE OF THE STATION, ABOUT 100 FEET W OF
 LW0623'WATERS EDGE OF SMALL COVE, ABOUT 150 FEET S OF SMALL WHITE HOUSE,
 LW0623'AND ABOUT 300 FEET SSW OF SMALL WHITE CATHOLIC CHURCH.
 LW0623'
 LW0623'REFERENCE MARK NO. 2 IS ENE OF THE STATION, IN OPEN FIELD ABOUT
 LW0623'400 FEET N OF MR. PRUES HOUSE, ON HIGHEST POINT OF GROUND IN FIELD.
 LW0623'
 LW0623'REFERENCE MARK NO. 3 IS E OF THE STATION, IN OPEN FIELD, AND 115.0
 LW0623'FEET WNW OF NW CORNER OF GARAGE OWNED BY MR. PRUE.
 LW0623
 LW0623                          STATION RECOVERY (1940)
 LW0623
 LW0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0623'THE STATION AND ALL THREE REFERENCE MARKS WERE RECOVERED IN GOOD
 LW0623'CONDITION.
 LW0623'
 LW0623'THE STATION IS ON SAKONNET POINT ABOUT 0.3 MILE NORTHEAST OF THE
 LW0623'TIP OF THE POINT.  IT IS IN AN OPEN FIELD ON TOP A SLIGHT RISE OF
 LW0623'GROUND WHICH IS NOW OWNED BY DR. LLOYD.  IT IS ABOUT 500 FEET
 LW0623'NORTHEAST OF DR. LLOYDS HOUSE AND 220.5 FEET WEST-NORTHWEST OF THE
 LW0623'NORTHWEST CORNER OF THE GARAGE AT THE HOME OF DR. LLOYDS SON.  IT
 LW0623'IS ALSO 73 FEET NORTHWEST OF A NEW FENCE CORNER.  THE MARK
 LW0623'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED SAKONNET 1932.
 LW0623'
 LW0623'TO REACH THE STATION FROM THE CORNER AT THE EAST END OF THE STONE
 LW0623'BRIDGE ACROSS THE SAKONNET RIVER DRIVE SOUTH ON THE SAKONNET POINT
 LW0623'ROAD FOR 11.3 MILES, THEN TURN RIGHT AND DRIVE 1.1 MILES TO THE
 LW0623'COVE MARKET, THEN TURN LEFT AND DRIVE 0.4 MILE TO THE PRIVATE
 LW0623'GATE ON THE RIGHT WHICH LEADS TO DR. LLOYDS HOME, THEN TURN LEFT
 LW0623'AND DRIVE THROUGH THE FIELD ABOUT 100 YARDS TO THE TOP OF THE RISE
 LW0623'AND THE STATION.
 LW0623'
 LW0623'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS ABOUT 0.25 MILE
 LW0623'NORTH-NORTHEAST OF THE STATION, ON A RISE OF ROCK OUTCROP.  IT IS
 LW0623'ABOUT 100 FEET WEST OF THE COVE, ABOUT 150 FEET SOUTH OF A SMALL
 LW0623'WHITE HOUSE, AND ABOUT 300 FEET SOUTH-SOUTHWEST OF THE CATHOLIC
 LW0623'CHURCH.  THE MARK, IS STAMPED SAKONNET NO. 1 1932.
 LW0623'
 LW0623'REFERENCE MARK NO. 2 IS 390.95 FEET NORTHEAST OF THE STATION AND
 LW0623'ON THE TOP OF A RISE OF ROCK OUTCROP.  THE MARK, IS STAMPED
 LW0623'SAKONNET NO 2 1932.
 LW0623'
 LW0623'REFERENCE MARK NO. 3 IS 107.54 FEET EAST OF THE STATION AND IN THE
 LW0623'CENTER OF A SMALL AREA OF ROCK OUTCROP.  THE MARK IS
 LW0623'STAMPED SAKONNET 1932.
 LW0623'
 LW0623'THE RED LIGHT ON THE END OF THE BREAKWATER ABOUT 0.4 MILE
 LW0623'NORTHWEST OF THE STATION IS ALSO A GOOD AZIMUTH MARK.
 LW0623'
 LW0623'A 4-FOOT STAND IS NEEDED TO SEE A 4-FOOT STAND AT SACHUEST USE.  A
 LW0623'4-FOOT STAND AT PARADISE ROCK 2.  A 64-FOOT TOWER AT DRAPER.  A
 LW0623'37-FOOT TOWER AT INDIAN.  A 4-FOOT STAND AT WARREN.  A 64-FOOT
 LW0623'TOWER IS NEEDED TO SEE A 4-FOOT STAND AT MC FADDEN USE.  A 77-FOOT
 LW0623'TOWER WAS BUILT OVER THIS STATION THIS YEAR.
 LW0623
 LW0623                          STATION RECOVERY (1943)
 LW0623
 LW0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW0623'STATION RECOVERED AND IN GOOD CONDITION.  THE PREVIOUS
 LW0623'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE--
 LW0623'
 LW0623'THE STATION IS LOCATED AT AN ARMY BASE WHICH HAS BEEN RECENTLY
 LW0623'ESTABLISHED ON SAKONNET POINT.  THIS BASE IS ENCLOSED BY A HIGH
 LW0623'FENCE, AND ENTRANCE TO THE GROUNDS CAN BE MADE ONLY AT THE GATE ON
 LW0623'THE W SIDE OF THE BASE.  DRIVE ALONG THIS ROAD WHICH WILL BEAR S
 LW0623'ABOUT 150 YARDS FROM THE GATE.  THE STATION IS IN THE FIELD TO
 LW0623'THE W, 123 FEET N OF THE NE CORNER OF A DUTCH COLONIAL HOUSE WITH
 LW0623'WATCHTOWER ON THE ROOF, AND 170 FEET W OF THE CENTER LINE OF THE
 LW0623'ROAD ON THE E SIDE OF THE FIELD.
 LW0623
 LW0623                          STATION RECOVERY (1943)
 LW0623
 LW0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0623'AT SAKONNET POINT.
 LW0623'AT SAKONNET POINT, AT THE ARMY INSTALLATION, IN A OPEN FIELD, AT
 LW0623'A ROAD INTERSECTION, 192 FEET SOUTH OF THE CENTER LINE OF THE
 LW0623'NORTHERNMOST EAST-AND-WEST ROAD, 141 FEET WEST OF THE CENTER
 LW0623'LINE OF THE NORTH-AND-SOUTH ROAD, AND 102 FEET NORTH OF THE
 LW0623'NORTHEAST CORNER OF A FIRE-CONTROL TOWER.  A
 LW0623'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 LW0623'FLUSH WITH THE GROUND.
 LW0623
 LW0623                          STATION RECOVERY (1962)
 LW0623
 LW0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW0623'TO REACH DIRECTIONS ARE CORRECT.  (C.D.M. 32.  P.L.B. 40 AND
 LW0623'B.H.R. 43).
 LW0623'
 LW0623'ARMY BASE IS NOW GONE.  PROPERY NOW HAS AN ATTRACTIVE WHITE HOUSE
 LW0623'WITH ATTACHED GARAGE ON ITS E SIDE.  STATION NOT FOUND, BUT ARROWS
 LW0623'FROM R.M.S 1, 2, AND 3 WOULD INDICATE STATION IS NEAR FINIAL ON E
 LW0623'END OF HOUSE, OR IN THE GARAGE, OR UNDER A 3 FT. DIAMETER MILL
 LW0623'STONE, LYING FLAT, ON OCEAN SIDE OF HOUSE, AT JUNCTION OF HOUSE
 LW0623'AND GARAGE.
 LW0623'
 LW0623'PROPERTY UNOCCUPIED 5/8/62.  PEEKED THROUGH GARAGE WINDOWS, NO
 LW0623'LUCK.  DID NOT TRY TO LIFT MILLSTONE.
 LW0623'
 LW0623'FOUND R.M.S 1, 2, AND 3 IN EXCELLENT CONDITION.  AZ. MARK (R.M.
 LW0623'1) IS S OF A FISHERMANS COTTAGE ON S SIDE OF PENNSYLVANIA AVE, AND
 LW0623'N OF A POND.  R.M. 1 IS ACTUALLY ON PROPERTY OF MR. HAFFENREFFER.
 LW0623'
 LW0623'ALSO, A CARETAKER ON ESTATE NEXT N OF STATION CONFIRMED THE ARMY
 LW0623'BASE DATA IN B.H.R. 43 REPORT.  RECALLING WARTIME, NIGHT
 LW0623'INSPECTIONS THERE WITH GREAT ENTHUSIASM.  STATION CAN BE LOCATED
 LW0623'BY DISTANCES FROM R.M.S, IF NOT ITS ORIGINAL POSITION.
 LW0623'
 LW0623'COLONEL E.K. STEVENS OF LITTLE COMPTON, R.I., AND GREENWICH,
 LW0623'CONN., HELPED ME GREATLY ON RECOVERY WORK AT THIS STATION.
 LW0623
 LW0623                          STATION RECOVERY (1962)
 LW0623
 LW0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 LW0623'THE STATION MARK WAS NOT RECOVERED.  R.M.S 1, 2 AND 3 WERE
 LW0623'RECOVERED IN GOOD CONDITION.  A HOUSE HAS BEEN BUILT OVER THE
 LW0623'STATION MARK.  THE RECOVERY NOTE BY W.D.P. IN 1934 IS ADEQUATE
 LW0623'WITH THE FOLLOWING CHANGES AND ADDITIONS--
 LW0623'
 LW0623'R.M. 1 IS NORTH OF THE STATION ABOUT 100 FEET WEST OF THE WATERS
 LW0623'EDGE OF THE WEST SHORE OF A SMALL COVE AND ABOUT 150 FEET SOUTH OF
 LW0623'A SMALL WHITE HOUSE.  IT IS STAMPED SAKONNET NO 1 1932.
 LW0623'
 LW0623'R.M. 2 IS 118.7 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 LW0623'MOST NORTHERLY HOUSE IN GROUP OF FOUR HOUSES AND 68.7 FEET
 LW0623'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL GARAGE.  IT IS
 LW0623'STAMPED SAKONNET NO 2 1932.
 LW0623'
 LW0623'R.M. 3 IS 65.9 FEET EAST OF THE NORTHEAST CORNER OF THE GARAGE AT
 LW0623'THE ROUGH HOUSE.  IT IS STAMPED SAKONNET NO 3 1932.
 LW0623'
 LW0623'SEVERAL HOUSES HAVE BEEN BUILT SINCE THE LOCATION OF THE STATION.
 LW0623'THE CHURCH MENTIONED HAS BEEN TORN DOWN.
 LW0623'
 LW0623'TO REACH THE MARKS FROM THE INTERSECTION OF WARREN POINT ROAD AND
 LW0623'SAKONNET POINT ROAD, GO 1.2 MILES SOUTHWEST TO A CURVE IN PAVED
 LW0623'ROAD AND GRAVEL ROAD SOUTH, THEN GO 0.1 MILE SOUTH ALONG GRAVEL
 LW0623'ROAD TO GATE AND PRIVATE DRIVE, CONTINUE STRAIGHT AHEAD FOR .25
 LW0623'MILE TO GATE AND PRIVATE DRIVE TO LEFT (EAST), THEN GO 0.1 MILE
 LW0623'EAST TO ROUGH HOUSE AND REFERENCE MARKS SITE.
 LW0623
 LW0623                          STATION RECOVERY (1968)
 LW0623
 LW0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0623'STATION MARK WAS NOT RECOVERED.  A NEW HOUSE HAS BEEN BUILT OVER
 LW0623'STATION SITE.  REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND IN
 LW0623'GOOD CONDITION.  STATION SAKONNET 2 WAS ESTABLISHED AT THIS TIME.
 LW0623'
 LW0623'STATION SAKONNET 1932 CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2802 ***********************************************************************
 LW2802  DESIGNATION -  SAKONNET 2
 LW2802  PID         -  LW2802
 LW2802  STATE/COUNTY-  RI/BRISTOL
 LW2802  USGS QUAD   -  SAKONNET POINT (1970)
 LW2802
 LW2802                         *CURRENT SURVEY CONTROL
 LW2802  ___________________________________________________________________
 LW2802* NAD 83(1996)-  41 27 41.04496(N)    071 11 18.06230(W)     ADJUSTED  
 LW2802* NAVD 88     -         9.0    (meters)      30.     (feet)  VERTCON   
 LW2802  ___________________________________________________________________
 LW2802  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LW2802  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW2802
 LW2802  HORZ ORDER  -  FIRST
 LW2802
 LW2802.The horizontal coordinates were established by classical geodetic methods
 LW2802.and adjusted by the National Geodetic Survey in August 1998..
 LW2802
 LW2802.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2802
 LW2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2802
 LW2802.The geoid height was determined by GEOID03.
 LW2802
 LW2802;                    North         East     Units Scale Factor Converg.
 LW2802;SPC RI       -    42,034.549   126,036.826   MT  1.00000209   +0 12 22.9
 LW2802;SPC RI       -   137,908.35    413,505.82   sFT  1.00000209   +0 12 22.9
 LW2802;SPC MA M     -   801,295.651   226,038.142   MT  1.00004715   +0 12 33.6
 LW2802;SPC MA M     - 2,628,917.48    741,593.47   sFT  1.00004715   +0 12 33.6
 LW2802;UTM  19      - 4,592,290.537   317,240.225   MT  1.00001106   -1 26 57.6
 LW2802
 LW2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2802!SPC RI       -   1.00000328  x   1.00000209  =   1.00000537
 LW2802!SPC MA M     -   1.00000328  x   1.00004715  =   1.00005043
 LW2802!UTM  19      -   1.00000328  x   1.00001106  =   1.00001434
 LW2802
 LW2802|---------------------------------------------------------------------|
 LW2802| PID    Reference Object                     Distance      Geod. Az  |
 LW2802|                                                           dddmmss.s |
 LW2802| CB8508 SAKONNET 2 RM 4                      18.215 METERS 05127     |
 LW2802| CB8507 SAKONNET 2 AZ MK                                   2625251.3 |
 LW2802| CB8505 SAKONNET RM 2                        15.725 METERS 26945     |
 LW2802| LW2838 NEWPORT ST GEORGES SPIRE            APPROX. 7.9 KM 2943007.2 |
 LW2802| LW2837 NEWPORT WATER WORKS TANK            APPROX. 8.2 KM 2982656.0 |
 LW2802|---------------------------------------------------------------------|
 LW2802
 LW2802                          SUPERSEDED SURVEY CONTROL
 LW2802
 LW2802  NAD 83(1996)-  41 27 41.04489(N)    071 11 18.06186(W) AD(       ) 1
 LW2802  NAD 83(1992)-  41 27 41.04306(N)    071 11 18.06187(W) AD(       ) 1
 LW2802  NAD 83(1992)-  41 27 41.04288(N)    071 11 18.06142(W) AD(       ) 1
 LW2802  NAD 83(1986)-  41 27 41.04322(N)    071 11 18.05952(W) AD(       ) 1
 LW2802  NAD 27      -  41 27 40.67321(N)    071 11 19.89338(W) AD(       ) 1
 LW2802  NGVD 29 (07/19/86)    9.2    (m)           30.     (f) VERT ANG       
 LW2802
 LW2802.Superseded values are not recommended for survey control.
 LW2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2802.See file dsdata.txt to determine how the superseded data were derived.
 LW2802
 LW2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1724092291(NAD 83)
 LW2802_MARKER: DS = TRIANGULATION STATION DISK
 LW2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2802+STABILITY: SURFACE MOTION
 LW2802
 LW2802  HISTORY     - Date     Condition        Report By
 LW2802  HISTORY     - 1968     MONUMENTED       CGS
 LW2802
 LW2802                          STATION DESCRIPTION
 LW2802
 LW2802'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2802'STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF NEWPORT, 3-1/2
 LW2802'MILES SOUTH OF LITTLE COMPTON, ON SAKONNET POINT ABOUT 0.6 MILE
 LW2802'NORTHEAST OF THE TIP OF THE POINT, 0.05 MILE SOUTHWEST OF THE
 LW2802'SOUTHWEST SHORE OF ROUND POND AND ON PROPERTY OWNED BY MR. CARL W.
 LW2802'HOFFENREFFER.  (MR. TONY LAWRENCE IS FARM MANAGER.)
 LW2802'
 LW2802'TO REACH THE STATION FROM THE POST OFFICE IN LITTLE COMPTON, GO
 LW2802'WEST ON THE MAIN ROAD FOR 0.7 MILE TO THE JUNCTION OF STATE
 LW2802'HIGHWAY 77.  TURN LEFT AND GO SOUTHERLY ON STATE HIGHWAY 77 FOR
 LW2802'3.5 MILES TO A ROAD LEFT, AT CURVE IN MAIN ROAD TO LEFT AND
 LW2802'STARTING OF A SEAWALL ON RIGHT.  TURN LEFT AND GO SOUTH, LEAVING
 LW2802'MAIN ROAD AND GO 0.1 MILE TO CROSSROAD.  CONTINUE STRAIGHT AHEAD
 LW2802'SOUTH FOR 0.2 MILE TO A GATE ON LEFT AND SIGN OVERFLOW.  (TO REACH
 LW2802'THE AZ MK FROM HERE, TURN RIGHT AND GO WEST BETWEEN BUILDINGS AND
 LW2802'FOLLOW FIELD ROAD FOR 0.15 MILE TO A GATE AND ENTRANCE TO LARGE
 LW2802'BARN AND MARK AS DESCRIBED.) TURN LEFT AND GO EAST FOLLOWING
 LW2802'DRIVEWAY 0.1 MILE TO WHERE DRIVEWAY TURNS LEFT.  TURN LEFT AND GO
 LW2802'125 FEET TO T JUNCTION AND STATION ON RIGHT AS DESCRIBED.
 LW2802'
 LW2802'ALL MARKS ARE STANDARD DISKS.
 LW2802'
 LW2802'STATION MARK, STAMPED SAKONNET 2 1968, PROJECTS ABOUT 3 INCHES.
 LW2802'IT IS 200 FEET EAST-NORTHEAST OF THE EAST SIDE OF HOUSE NAMED HIGH
 LW2802'N DRY, 169 FEET NORTHEAST OF T ROAD JUNCTION MENTIONED IN TO
 LW2802'REACH, 120 FEET NORTH OF NORTH CORNER OF HOUSE NAMED HODGE PODGE
 LW2802'AND ON HIGHEST POINT OF BEDROCK RIDGE 41 FEET NORTH OF THE
 LW2802'NORTHWEST CORNER OF A SMALL SHED.
 LW2802'
 LW2802'RM 2, STAMPED SAKONNET NO 2 1932, IS CEMENTED IN A DRILL HOLE IN
 LW2802'BEDROCK.  THE MARK IS FLUSH, IS 140.5 FEET NORTH-NORTHWEST OF THE
 LW2802'NORTHWEST CORNER OF GARAGE OF HODGE PODGE AND 94 FEET NORTH OF
 LW2802'DRIVEWAY.
 LW2802'
 LW2802'RM 3, STAMPED SAKONNET NO 3 1932, IS CEMENTED IN A DRILL HOLE IN A
 LW2802'BEDROCK FORMATION THAT IS FLUSH ON THE SOUTH AND SOUTHWEST SIDE
 LW2802'AND PROJECTS 4 FOOT ON THE NORTH AND NORTHEAST SIDE.  IT IS 66
 LW2802'FEET EAST OF THE NORTHEAST CORNER OF HOUSE NAMED ROUGH HOUSE AND
 LW2802'19 FEET NORTH OF A GREEN 1-1/2 INCH PIPE THAT PROJECTS ABOUT 4
 LW2802'FEET.  (THIS MARK CAN NOT BE MEASURED TO OR OBSERVED DUE TO TREES.)
 LW2802'
 LW2802'RM 4, STAMPED SAKONNET 2 NO 4 1968, IS CEMENTED IN A DRILL HOLE IN
 LW2802'A BEDROCK FORMATION.  THE MARK IS SET FLUSH AND IS 24.5 FEET EAST
 LW2802'OF A BOULDER WHICH PROJECTS ABOUT 3 FEET.
 LW2802'
 LW2802'AZ MK, STAMPED SAKONNET 2 1968, IS CEMENTED IN A DRILL HOLE FLUSH
 LW2802'WITH THE TOP OF A LARGE BEDROCK FORMATION THAT PROJECTS ABOUT 6
 LW2802'FEET.  IT IS 246 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LW2802'BARN AND 156 FEET EAST OF A NORTH-SOUTH FENCE.
 LW2802'
 LW2802'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2798 ***********************************************************************
 LW2798  DESIGNATION -  SAKONNET LH
 LW2798  PID         -  LW2798
 LW2798  STATE/COUNTY-  RI/BRISTOL
 LW2798  USGS QUAD   -  SAKONNET POINT (1970)
 LW2798
 LW2798                         *CURRENT SURVEY CONTROL
 LW2798  ___________________________________________________________________
 LW2798* NAD 83(1996)-  41 27 11.23095(N)    071 12 08.77674(W)     ADJUSTED  
 LW2798* NAVD 88     -                                                        
 LW2798  ___________________________________________________________________
 LW2798  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 LW2798  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW2798
 LW2798  HORZ ORDER  -  THIRD
 LW2798
 LW2798.The horizontal coordinates were established by classical geodetic methods
 LW2798.and adjusted by the National Geodetic Survey in August 1998..
 LW2798
 LW2798
 LW2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2798
 LW2798.The geoid height was determined by GEOID03.
 LW2798
 LW2798;                    North         East     Units Scale Factor Converg.
 LW2798;SPC RI       -    41,110.625   124,863.056   MT  1.00000135   +0 11 49.2
 LW2798;SPC RI       -   134,877.11    409,654.88   sFT  1.00000135   +0 11 49.2
 LW2798;SPC MA M     -   800,371.624   224,864.366   MT  1.00004901   +0 11 59.6
 LW2798;SPC MA M     - 2,625,885.90    737,742.51   sFT  1.00004901   +0 11 59.6
 LW2798;UTM  19      - 4,591,400.900   316,040.238   MT  1.00001648   -1 27 30.4
 LW2798
 LW2798                          SUPERSEDED SURVEY CONTROL
 LW2798
 LW2798  NAD 83(1996)-  41 27 11.23103(N)    071 12 08.77619(W) AD(       ) 4
 LW2798  NAD 83(1992)-  41 27 11.22906(N)    071 12 08.77619(W) AD(       ) 4
 LW2798  NAD 83(1992)-  41 27 11.22898(N)    071 12 08.77578(W) AD(       ) 4
 LW2798  NAD 83(1986)-  41 27 11.22938(N)    071 12 08.77375(W) AD(       ) 4
 LW2798  NAD 27      -  41 27 10.85700(N)    071 12 10.60600(W) AD(       ) 3
 LW2798
 LW2798.Superseded values are not recommended for survey control.
 LW2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2798.See file dsdata.txt to determine how the superseded data were derived.
 LW2798
 LW2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1604091401(NAD 83)
 LW2798_MARKER: 13 = LIGHTHOUSE
 LW2798
 LW2798  HISTORY     - Date     Condition        Report By
 LW2798  HISTORY     - 1897     FIRST OBSERVED   CGS
 LW2798  HISTORY     - 1934     GOOD             CGS
 LW2798  HISTORY     - 1940     GOOD             CGS
 LW2798  HISTORY     - 1962     GOOD             CGS
 LW2798
 LW2798                          STATION DESCRIPTION
 LW2798
 LW2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2798'THIS IS AN INTERSECTION STATION, THIRD ORDER, AND IS LOCATED ON
 LW2798'LITTLE CORMORANT ROCK ON THE EASTERN SIDE OF THE ENTRANCE TO
 LW2798'SAKONNET RIVER.
 LW2798'
 LW2798'STATION IS THE PEAK OF THE WHITE CONICAL LIGHT TOWER, ON BROWN
 LW2798'CYLINDRICAL PIER, AND IS ABOUT 70 FEET ABOVE HIGH WATER.
 LW2798
 LW2798                          STATION RECOVERY (1940)
 LW2798
 LW2798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2798'THIS IS THE LIGHTHOUSE ON LITTLE CORMORANT ROCK ON THE EAST SIDE
 LW2798'OF THE MOUTH OF THE SAKONNET RIVER.  IT IS A WHITE CONICAL TOWER
 LW2798'ON A BROWN CYLINDRICAL PIER.
 LW2798'
 LW2798'THE FINIAL ON TOP THE LIGHTHOUSE IS ABOUT 70 FEET ABOVE THE WATER
 LW2798'AND THIS WAS OBSERVED UPON.
 LW2798'
 LW2798'THIS IS AN INTERSECTION STATION.
 LW2798
 LW2798                          STATION RECOVERY (1962)
 LW2798
 LW2798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW2798'RECOVERED IN GOOD CONDITION.  THE LIGHTHOUSE IS ABANDONED,
 LW2798'UNLIGHTED, BUT IT IS STILL AN EXCELLENT DAY MARK ON LITTLE
 LW2798'COMORANT ROCK.
 LW2798'
 LW2798'THE PLATFORMS ON THE RIGHT AND LEFT OF LIGHTHOUSE WERE REMOVED.
 LW2798'ALSO THE CRANE WAS REMOVED.  THE CATWALK IS GONE AND THE GLASS
 LW2798'AROUND THE LIGHT IS BOARDED UP.  IT IS PAINTED WITH A WHITE BAND,
 LW2798'A RED BAND AND THEN ALL WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2801 ***********************************************************************
 LW2801  DESIGNATION -  SAKONNET OP 1940
 LW2801  PID         -  LW2801
 LW2801  STATE/COUNTY-  RI/BRISTOL
 LW2801  USGS QUAD   -  SAKONNET POINT (1970)
 LW2801
 LW2801                         *CURRENT SURVEY CONTROL
 LW2801  ___________________________________________________________________
 LW2801* NAD 83(1996)-  41 27 25.98533(N)    071 11 38.12201(W)     ADJUSTED  
 LW2801* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW2801  ___________________________________________________________________
 LW2801  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 LW2801  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LW2801
 LW2801  HORZ ORDER  -  SECOND
 LW2801
 LW2801.The horizontal coordinates were established by classical geodetic methods
 LW2801.and adjusted by the National Geodetic Survey in August 1998..
 LW2801
 LW2801.The orthometric height was scaled from a topographic map.
 LW2801
 LW2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2801
 LW2801.The geoid height was determined by GEOID03.
 LW2801
 LW2801;                    North         East     Units Scale Factor Converg.
 LW2801;SPC RI       -    41,568.288   125,572.943   MT  1.00000179   +0 12 09.5
 LW2801;SPC RI       -   136,378.62    411,983.90   sFT  1.00000179   +0 12 09.5
 LW2801;SPC MA M     -   800,829.345   225,574.262   MT  1.00004809   +0 12 20.2
 LW2801;SPC MA M     - 2,627,387.61    740,071.56   sFT  1.00004809   +0 12 20.2
 LW2801;UTM  19      - 4,591,837.869   316,763.060   MT  1.00001321   -1 27 10.5
 LW2801
 LW2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2801!SPC RI       -   1.00000331  x   1.00000179  =   1.00000510
 LW2801!SPC MA M     -   1.00000331  x   1.00004809  =   1.00005140
 LW2801!UTM  19      -   1.00000331  x   1.00001321  =   1.00001652
 LW2801
 LW2801                          SUPERSEDED SURVEY CONTROL
 LW2801
 LW2801  NAD 83(1996)-  41 27 25.98540(N)    071 11 38.12151(W) AD(       ) 2
 LW2801  NAD 83(1992)-  41 27 25.98344(N)    071 11 38.12142(W) AD(       ) 2
 LW2801  NAD 83(1992)-  41 27 25.98336(N)    071 11 38.12106(W) AD(       ) 2
 LW2801  NAD 83(1986)-  41 27 25.98340(N)    071 11 38.11971(W) AD(       ) 2
 LW2801  NAD 27      -  41 27 25.61100(N)    071 11 39.95300(W) AD(       ) 2
 LW2801
 LW2801.Superseded values are not recommended for survey control.
 LW2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2801.See file dsdata.txt to determine how the superseded data were derived.
 LW2801
 LW2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1676391838(NAD 83)
 LW2801_MARKER: DB = BENCH MARK DISK
 LW2801_SETTING: 66 = SET IN ROCK OUTCROP
 LW2801_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW2801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2801+STABILITY: POSITION/ELEVATION WELL
 LW2801
 LW2801  HISTORY     - Date     Condition        Report By
 LW2801  HISTORY     - 1940     MONUMENTED       CGS
 LW2801  HISTORY     - 1963     MARK NOT FOUND   CGS
 LW2801
 LW2801                          STATION DESCRIPTION
 LW2801
 LW2801'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2801'STATION IS LOCATED ABOUT 1/2 MI. S-SW OF THE VILLAGE OF SAKONNET,
 LW2801'ON A POINT OF LAND KNOWN AS SAKONNET POINT WHICH IS PART OF THE
 LW2801'ESTATE OF STATE SENATOR LLOYD, ON THE HIGHEST PART OF A ROCKY
 LW2801'LEDGE KNOLL WHICH IS JUST S OF A CULTIVATED FIELD, 300 YDS.
 LW2801'(APPROXIMATELY) SW OF THE LLOYD HOME, ABOUT 150 YDS. SW OF A POND,
 LW2801'AND ABOUT 30 FT. NE OF THE LLOYD BATHHOUSE.
 LW2801'
 LW2801'STATION IS A U.S.C. AND G.S. AND STATE SURVEY TRAVERSE AND
 LW2801'BENCH-MARK DISK, STAMPED 1934 AND SET IN A DRILL HOLE IN A ROCK
 LW2801'OUTCROP FLUSH WITH THE SURFACE.
 LW2801'
 LW2801'STATION WAS LOCATED BY TRAVERSE FROM STATION SAKONNET.
 LW2801'
 LW2801'THIS IS A TRAVERSE STATION.
 LW2801
 LW2801                          STATION RECOVERY (1963)
 LW2801
 LW2801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CHO)
 LW2801'CAREFULLY PLOTTED LAT. AND LONG. OF STATION ON CHART 353.  WITH
 LW2801'COLONEL E.K. STEVENS AND HIS SON, CLAY GORDON STEVENS, WENT TO THE
 LW2801'PLOTTED LOCATION.  BOTH MEN, LONG-TIME SUMMER RESIDENTS OF LITTLE
 LW2801'COMPTON, RECALL STATE SENATOR LLOYDS HOUSE.  WE FOUND ROCKY LEDGE
 LW2801'KNOLL, JUST S OF CULTIVATED FIELD, 300 YDS. (APPROX) SW OF LLOYDS
 LW2801'RAZED HOUSE, AND ABOUT 150 YDS. SW OF A POND. FOUND TRACES OF
 LW2801'LLOYDS BATH HOUSE FOUNDATION--SIX RED BRICKS JOINED BY CEMENT, AND
 LW2801'ALSO FIVE OR SIX SHORT PIECES OF ROTTED CUT-LUMBER.  FOUND NO
 LW2801'TRACE OF B.M. DISK STAMPED 1934, NOR ITS DRILL HOLE, AS DESCRIBED.
 LW2801'WE THREE SEARCHED FOR OVER AN HOUR AND A HALF.  NO LUCK.  I
 LW2801'BELIEVE STATION HAS BEEN DESTROYED BY NATURAL CAUSES--RAIN, SNOW,
 LW2801'ICE, AND STORMS.
 LW2801'
 LW2801'BATH HOUSE IS STILL IN USE BY THE HAFFENRAFFER FAMILY WHO MOVED IT
 LW2801'FROM ITS 1940 LOCATION, TO THE SE CORNER OF THE SAME POND NOTED IN
 LW2801'THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2559 ***********************************************************************
 LW2559  DESIGNATION -  SALLY 1913
 LW2559  PID         -  LW2559
 LW2559  STATE/COUNTY-  RI/KENT
 LW2559  USGS QUAD   -  EAST GREENWICH (1975)
 LW2559
 LW2559                         *CURRENT SURVEY CONTROL
 LW2559  ___________________________________________________________________
 LW2559* NAD 83(1996)-  41 40 15.58737(N)    071 25 32.07509(W)     ADJUSTED  
 LW2559* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW2559  ___________________________________________________________________
 LW2559  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 LW2559  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LW2559
 LW2559  HORZ ORDER  -  THIRD
 LW2559
 LW2559.The horizontal coordinates were established by classical geodetic methods
 LW2559.and adjusted by the National Geodetic Survey in August 1998..
 LW2559
 LW2559.The orthometric height was scaled from a topographic map.
 LW2559
 LW2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2559
 LW2559.The geoid height was determined by GEOID03.
 LW2559
 LW2559;                    North         East     Units Scale Factor Converg.
 LW2559;SPC RI       -    65,268.848   106,197.672   MT  0.99999422   +0 02 58.1
 LW2559;SPC RI       -   214,136.21    348,416.86   sFT  0.99999422   +0 02 58.1
 LW2559;UTM  19      - 4,616,090.908   298,081.002   MT  1.00010175   -1 36 47.5
 LW2559
 LW2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2559!SPC RI       -   1.00000426  x   0.99999422  =   0.99999848
 LW2559!UTM  19      -   1.00000426  x   1.00010175  =   1.00010601
 LW2559
 LW2559:                Primary Azimuth Mark                     Grid Az
 LW2559:SPC RI       -  OAKLAND BEACH FLAGSTAFF                  054 30 29.7
 LW2559:UTM  19      -  OAKLAND BEACH FLAGSTAFF                  056 10 15.3
 LW2559
 LW2559|---------------------------------------------------------------------|
 LW2559| PID    Reference Object                     Distance      Geod. Az  |
 LW2559|                                                           dddmmss.s |
 LW2559| LW2554 OAKLAND BEACH FLAGSTAFF             APPROX. 2.7 KM 0543327.8 |
 LW2559| LW2547 HOUSE RED CUPOLA                    APPROX. 3.0 KM 0803915.5 |
 LW2559| LW2558 FLAGSTAFF                           APPROX. 3.0 KM 0865849.9 |
 LW2559| LW2561 WARWICK LIGHTHOUSE                  APPROX. 4.0 KM 0962221.2 |
 LW2559| LW2568 EAST GREENWICH COURTHOUSE           APPROX. 2.3 KM 2443633.5 |
 LW2559| LW2562 LONG 1913                           APPROX. 1.3 KM 2494715.8 |
 LW2559| LW2565 EAST GREENWICH LUTH CH SPIRE        APPROX. 2.6 KM 2513702.9 |
 LW2559| LW2584 APPONAUG YELLOW CHIMNEY             APPROX. 4.4 KM 3170743.8 |
 LW2559| LW2582 APPONAUG COURTHOUSE CUPOLA          APPROX. 4.2 KM 3184322.6 |
 LW2559| LW2548 WHITE HOUSE SOUTH GABLE             APPROX. 1.7 KM 3551359.8 |
 LW2559|---------------------------------------------------------------------|
 LW2559
 LW2559                          SUPERSEDED SURVEY CONTROL
 LW2559
 LW2559  NAD 83(1996)-  41 40 15.58687(N)    071 25 32.07489(W) AD(       ) 3
 LW2559  NAD 83(1992)-  41 40 15.58586(N)    071 25 32.07418(W) AD(       ) 3
 LW2559  NAD 83(1992)-  41 40 15.58534(N)    071 25 32.07421(W) AD(       ) 3
 LW2559  NAD 83(1986)-  41 40 15.58574(N)    071 25 32.07366(W) AD(       ) 3
 LW2559  NAD 27      -  41 40 15.19900(N)    071 25 33.88500(W) AD(       ) 3
 LW2559
 LW2559.Superseded values are not recommended for survey control.
 LW2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2559.See file dsdata.txt to determine how the superseded data were derived.
 LW2559
 LW2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9808116091(NAD 83)
 LW2559
 LW2559  HISTORY     - Date     Condition        Report By
 LW2559  HISTORY     - 1913     MONUMENTED       CGS
 LW2559  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2559  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2559  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2559
 LW2559                          STATION DESCRIPTION
 LW2559
 LW2559'DESCRIBED BY US ENGINEERS 1916
 LW2559'STATION IS ON THE PROMINENT ROCKY POINT ON THE S SHORE OF
 LW2559'GREENWICH BAY, ABOUT 1-3/4 MILES ENE OF EAST GREENWICH AND
 LW2559'IMMEDIATELY S OF SALLY ROCK.  THE STATION IS A FEW FEET S OF A
 LW2559'LARGE, PROMINENT ROCK ON THE EXTREME END OF THE POINT, AND IS
 LW2559'MARKED BY THE PROJECTING POINT OF A NAIL SURROUNDED BY A TRIANGLE
 LW2559'IN THE TOP OF A CONCRETE POST 8 INCHES SQUARE AND 22 INCHES
 LW2559'LONG, WHICH PROJECTS SLIGHTLY ABOVE THE GROUND.  THE
 LW2559'UNDERGROUND MARK IS THE SAME AS THE SURFACE MARK, EXCEPT THAT
 LW2559'THE POST IS ONLY 12 INCHES LONG AND IS BURIED TO A DEPTH OF 2
 LW2559'FEET.  THE STATION MARK BEARS THE INSCRIPTION 1913 C. AND
 LW2559'G.S.  TWO REFERENCE MARKS, EACH A HOLE DRILLED IN A ROCK, ARE
 LW2559'LOCATED, RESPECTIVELY, 3.78 METERS (12.4 FEET) WSW AND 3.12
 LW2559'METERS (10.25 FEET) N OF THE STATION.
 LW2559
 LW2559                          STATION RECOVERY (1935)
 LW2559
 LW2559'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2559'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.
 LW2559'
 LW2559'THE REFERENCE DRILL HOLES ARE AT THE CENTERS OF 4-INCH CROSSES
 LW2559'CHISELED IN THE ROCK.
 LW2559
 LW2559                          STATION RECOVERY (1963)
 LW2559
 LW2559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (NCS)
 LW2559'RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION IS NOW IN
 LW2559'GODDARD STATE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2504 ***********************************************************************
 LW2504  DESIGNATION -  SAND
 LW2504  PID         -  LW2504
 LW2504  STATE/COUNTY-  RI/NEWPORT
 LW2504  USGS QUAD   -  WICKFORD (1995)
 LW2504
 LW2504                         *CURRENT SURVEY CONTROL
 LW2504  ___________________________________________________________________
 LW2504* NAD 83(1996)-  41 33 28.07609(N)    071 23 03.53126(W)     ADJUSTED  
 LW2504* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW2504  ___________________________________________________________________
 LW2504  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 LW2504  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2504
 LW2504  HORZ ORDER  -  SECOND
 LW2504
 LW2504.The horizontal coordinates were established by classical geodetic methods
 LW2504.and adjusted by the National Geodetic Survey in August 1998..
 LW2504
 LW2504.The orthometric height was scaled from a topographic map.
 LW2504
 LW2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2504
 LW2504.The geoid height was determined by GEOID03.
 LW2504
 LW2504;                    North         East     Units Scale Factor Converg.
 LW2504;SPC RI       -    52,700.333   109,650.665   MT  0.99999490   +0 04 36.3
 LW2504;SPC RI       -   172,901.01    359,745.56   sFT  0.99999490   +0 04 36.3
 LW2504;UTM  19      - 4,603,426.336   301,168.583   MT  1.00008653   -1 34 56.0
 LW2504
 LW2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2504!SPC RI       -   1.00000412  x   0.99999490  =   0.99999902
 LW2504!UTM  19      -   1.00000412  x   1.00008653  =   1.00009065
 LW2504
 LW2504|---------------------------------------------------------------------|
 LW2504| PID    Reference Object                     Distance      Geod. Az  |
 LW2504|                                                           dddmmss.s |
 LW2504| CB8510 SAND RM 2                            38.741 METERS 20657     |
 LW2504| LW2520 PLUM BEACH LIGHTHOUSE               APPROX. 3.5 KM 2094308.6 |
 LW2504| LW2508 HAMILTON POWER STATION CHIMNEY      APPROX. 4.7 KM 2610804.3 |
 LW2504| LW2505 FOX                                 APPROX. 2.8 KM 2622305.4 |
 LW2504| LW2477 WICKFORD EPISCOPAL CH SPIRE         APPROX. 5.7 KM 2854453.6 |
 LW2504| LW2484 WICKFORD NORTH KINGSTOWN SPIPE      APPROX. 6.9 KM 2860334.3 |
 LW2504| LW2478 WICKFORD LIGHTHOUSE OLD TOWER       APPROX. 4.8 KM 2875030.6 |
 LW2504| LW2473 WICKFORD HARBOR LIGHT               APPROX. 4.7 KM 2903648.7 |
 LW2504| CB8509 SAND RM 1                            34.894 METERS 30016     |
 LW2504| LW2480 WHITE ROCKS BEACON                  APPROX. 3.3 KM 3032313.9 |
 LW2504| LW2486 QUONSET NAS SOUTH RADIO MAST        APPROX. 5.0 KM 3115511.2 |
 LW2504| LW2488 QUONSET NAS WEST RADIO MAST         APPROX. 5.2 KM 3122025.4 |
 LW2504| LW2492 QUONSET NAS EAST RADIO MAST         APPROX. 5.1 KM 3131604.0 |
 LW2504| LW2500 CAMP THOMAS WEST TANK               APPROX. 7.8 KM 3151139.1 |
 LW2504| LW2487 QUONSET NAS HANGER 2 CONT TR        APPROX. 4.5 KM 3165737.6 |
 LW2504| LW2489 QUONSET NAVAL AIR STA S TANK        APPROX. 4.7 KM 3193427.4 |
 LW2504| LW2494 QUONSET NAS HEATING PLANT STK       APPROX. 4.7 KM 3210116.9 |
 LW2504| LW2501 CAMP THOMAS EAST TANK               APPROX. 6.7 KM 3210436.4 |
 LW2504| LW2496 QUONSET NAVAL AIR STA N TANK        APPROX. 5.3 KM 3225248.3 |
 LW2504| LW2483 QUONSET NAS BOATHOUSE POLE          APPROX. 4.0 KM 3240010.5 |
 LW2504| LW2493 QUONSET AERO LIGHT                  APPROX. 4.5 KM 3262151.0 |
 LW2504| LW2491 QUONSET NAS INCINERATOR STACK       APPROX. 4.0 KM 3302016.7 |
 LW2504| LW2503 CAMP ENDICOTT ELEVATED TANK         APPROX. 7.0 KM 3355437.9 |
 LW2504|---------------------------------------------------------------------|
 LW2504
 LW2504                          SUPERSEDED SURVEY CONTROL
 LW2504
 LW2504  NAD 83(1996)-  41 33 28.07556(N)    071 23 03.53076(W) AD(       ) 2
 LW2504  NAD 83(1992)-  41 33 28.07454(N)    071 23 03.53049(W) AD(       ) 2
 LW2504  NAD 83(1992)-  41 33 28.07398(N)    071 23 03.53031(W) AD(       ) 2
 LW2504  NAD 83(1986)-  41 33 28.07395(N)    071 23 03.52895(W) AD(       ) 2
 LW2504  NAD 27      -  41 33 27.70000(N)    071 23 05.33500(W) AD(       ) 2
 LW2504
 LW2504.Superseded values are not recommended for survey control.
 LW2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2504.See file dsdata.txt to determine how the superseded data were derived.
 LW2504
 LW2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0116903426(NAD 83)
 LW2504
 LW2504  HISTORY     - Date     Condition        Report By
 LW2504  HISTORY     - 1912     MONUMENTED       CGS
 LW2504  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2504  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2504  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2504
 LW2504                          STATION DESCRIPTION
 LW2504
 LW2504'DESCRIBED BY US ENGINEERS 1916
 LW2504'STATION IS ON SAND POINT OF THE WESTERN SHORE OF CONANICUT
 LW2504'ISLAND ABOUT 1-1/2 MILES S OF THE N END, 9 METERS E OF THE LOW
 LW2504'BLUFF BANK, AND 90 METERS SSW OF THE MOUTH OF A SMALL CREEK.  THE
 LW2504'STATION IS MARKED BY THE PROJECTING POINT OF A NAIL SURROUNDED
 LW2504'BY A TRIANGLE IN THE TOP OF A CONCRETE POST 8 INCHES SQUARE AND
 LW2504'22 INCHES LONG, WHICH PROJECTS SLIGHTLY ABOVE THE GROUND.  THE
 LW2504'STATION MARK BEARS THE INSCRIPTION 1912 (OR 1913) C. AND
 LW2504'G.S.  THERE IS NO UNDERGROUND MARK.  REFERENCE MARK NO.1, A
 LW2504'DRILL HOLE IN THE TOP OF A LARGE ROCK AT LOW-WATER MARK, IS
 LW2504'35.7 METERS (117 FEET) W BY N FROM THE STATION.  THE TOP OF
 LW2504'THIS ROCK SHOWS ABOUT A FOOT ABOVE ORDINARY HIGH WATER.
 LW2504'REFERENCE MARK NO.2 IS A DRILL HOLE WITHIN A TRIANGLE CUT ON
 LW2504'THE TOP OF A LARGE BOULDER, 38.4 METERS (126 FEET) N BY W
 LW2504'FROM THE STATION.
 LW2504
 LW2504                          STATION RECOVERY (1944)
 LW2504
 LW2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2504'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.
 LW2504'
 LW2504'THE STATION IS ABOUT 1 MILE S OF THE N END OF THE ISLAND, 5
 LW2504'METERS SE OF A LOW BLUFF BANK, AND 90 METERS SSW OF THE MOUTH OF
 LW2504'A TIDEWATER SWAMP.  THE STATION IS NOW ABOUT 6 INCHES BELOW
 LW2504'THE SURFACE OF THE GROUND.
 LW2504'
 LW2504'A BRONZE REFERENCE DISK WAS SET IN THE DRILL HOLE MARKING
 LW2504'REFERENCE MARK 1 AND WAS STAMPED R.M. NO 1 1912.  THE DRILL HOLE
 LW2504'MARKING REFERENCE MARK 2 HAS A BRONZE REFERENCE DISK STAMPED
 LW2504'R.M. NO 2 1912.
 LW2504'
 LW2504'THE STATION CAN BE REACHED BY DRIVING E ACROSS THE JAMESTOWN
 LW2504'BRIDGE TO THE INTERSECTION OF THE N-S ROAD THROUGH CONANICUT
 LW2504'ISLAND.  TURN N ON THIS ROAD AND DRIVE APPROXIMATELY 1-1/2 MILES,
 LW2504'TURN LEFT ONTO A DIRT ROAD WHICH WINDS W SKIRTING
 LW2504'A SWAMPY AREA TO THE N, COMING OUT ON THE W SHORE OF THE ISLAND
 LW2504'IN THE VICINITY OF SAND POINT.
 LW2504
 LW2504                          STATION RECOVERY (1956)
 LW2504
 LW2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2504'THE STATION WAS NOT FOUND.  THE BOULDER CONTAINING REFERENCE
 LW2504'MARK 2 WAS FOUND ON THE BEACH WITH THE ARROW POINTING IN A SW
 LW2504'DIRECTION.  DISTANCE FROM THE STATION TO REFERENCE MARK 2 PLACES
 LW2504'THE STATION SEVERAL FT. OFFSHORE AT LOW TIDE.  NO EVIDENCE OF
 LW2504'REFERENCE MARK 1 COULD BE FOUND.  THE STATION WAS PROBABLY
 LW2504'DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3104 ***********************************************************************
 LW3104  DESIGNATION -  SANDY HILL
 LW3104  PID         -  LW3104
 LW3104  STATE/COUNTY-  RI/WASHINGTON
 LW3104  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3104
 LW3104                         *CURRENT SURVEY CONTROL
 LW3104  ___________________________________________________________________
 LW3104* NAD 83(1996)-  41 11 06.25120(N)    071 35 52.29349(W)     ADJUSTED  
 LW3104* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 LW3104  ___________________________________________________________________
 LW3104  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 LW3104  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LW3104
 LW3104  HORZ ORDER  -  THIRD
 LW3104
 LW3104.The horizontal coordinates were established by classical geodetic methods
 LW3104.and adjusted by the National Geodetic Survey in August 1998..
 LW3104
 LW3104.The orthometric height was scaled from a topographic map.
 LW3104
 LW3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3104
 LW3104.The geoid height was determined by GEOID03.
 LW3104
 LW3104;                    North         East     Units Scale Factor Converg.
 LW3104;SPC RI       -    11,303.040    91,789.713   MT  0.99999458   -0 03 52.0
 LW3104;SPC RI       -    37,083.39    301,146.75   sFT  0.99999458   -0 03 52.0
 LW3104;UTM  19      - 4,562,555.725   282,118.274   MT  1.00018429   -1 42 40.8
 LW3104
 LW3104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3104!SPC RI       -   1.00000047  x   0.99999458  =   0.99999505
 LW3104!UTM  19      -   1.00000047  x   1.00018429  =   1.00018476
 LW3104
 LW3104|---------------------------------------------------------------------|
 LW3104| PID    Reference Object                     Distance      Geod. Az  |
 LW3104|                                                           dddmmss.s |
 LW3104| CB8670 SANDY HILL WM Y                                    00607     |
 LW3104| LW3095 GT SALT POND BRKWTR OUT END LT      APPROX. 1.6 KM 0135708.4 |
 LW3104| LW3111 SANDY PT LIFE SAVING STA LO         APPROX. 5.2 KM 0201452.2 |
 LW3104| LW3112 SANDY PT LIFE SAVING STA FLAG       APPROX. 5.2 KM 0201502.4 |
 LW3104| LW3113 BLOCK IS NORTH LIGHTHOUSE           APPROX. 5.1 KM 0211930.3 |
 LW3104| LW3159 GT SALT POND BRKWTR IN END LT       APPROX. 1.4 KM 0285426.0 |
 LW3104| LW3103 BLOCK ISLAND CG FLAGPOLE            APPROX. 1.3 KM 0362843.5 |
 LW3104| LW3149 MID                                 384.312 METERS 03809     |
 LW3104| LW3135 SEARLES FLAGSTAFF                   APPROX. 3.5 KM 0571800.7 |
 LW3104| LW3096 MIDDLE REAR TARGET 1954             458.558 METERS 0641159.5 |
 LW3104| CB8514 SANDY HILL WM TRI LARGE               7.760 METERS 08417     |
 LW3104| CB8513 SANDY HILL RM 2                                    09622     |
 LW3104| LW3125 WEATHER BUREAU SIGNAL TOWER         APPROX. 2.4 KM 1081212.4 |
 LW3104| LW3137 NEW SHOREHAM LIFE SAV STA FLAG      APPROX. 3.2 KM 1090013.3 |
 LW3104| LW3124 HYGEA HOTEL CUPOLA                  APPROX. 2.5 KM 1114258.5 |
 LW3104| LW3129 SPRINGHOUSE CUPOLA                  APPROX. 4.1 KM 1174351.8 |
 LW3104| LW3143 SPRINGHOUSE TANK                    APPROX. 4.1 KM 1183109.8 |
 LW3104| LW3134 HIGHLAND HOUSE CUPOLA               APPROX. 3.9 KM 1200932.1 |
 LW3104| LW3132 WIRELESS MAST                       APPROX. 5.3 KM 1314026.4 |
 LW3104| LW3108 ALVES                               APPROX. 0.5 KM 1824139.8 |
 LW3104| LW3123 BAPTIST CHURCH STEEPLE              APPROX. 1.9 KM 1883609.4 |
 LW3104| LW3118 BLOCK IS LIFE SAVING STA FLAG       APPROX. 2.6 KM 2034715.9 |
 LW3104| CB8511 SANDY HILL RM 1                       9.890 METERS 34545     |
 LW3104| CB8512 SANDY HILL WM TRI                     8.240 METERS 35357     |
 LW3104|---------------------------------------------------------------------|
 LW3104
 LW3104                          SUPERSEDED SURVEY CONTROL
 LW3104
 LW3104  NAD 83(1996)-  41 11 06.24932(N)    071 35 52.29224(W) AD(       ) 3
 LW3104  NAD 83(1992)-  41 11 06.24926(N)    071 35 52.29237(W) AD(       ) 3
 LW3104  NAD 83(1992)-  41 11 06.24832(N)    071 35 52.29333(W) AD(       ) 3
 LW3104  NAD 83(1986)-  41 11 06.24922(N)    071 35 52.29354(W) AD(       ) 3
 LW3104  NAD 27      -  41 11 05.88100(N)    071 35 54.08400(W) AD(       ) 3
 LW3104
 LW3104.Superseded values are not recommended for survey control.
 LW3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3104.See file dsdata.txt to determine how the superseded data were derived.
 LW3104
 LW3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8211862556(NAD 83)
 LW3104_MARKER: DS = TRIANGULATION STATION DISK
 LW3104_SETTING: 80 = SET IN A BOULDER
 LW3104_SP_SET: PARTIALLY EXPOSED BOULDER
 LW3104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3104+STABILITY: SURFACE MOTION
 LW3104
 LW3104  HISTORY     - Date     Condition        Report By
 LW3104  HISTORY     - 1911     MONUMENTED       CGS
 LW3104  HISTORY     - 1918     GOOD             CGS
 LW3104  HISTORY     - 1940     GOOD             CGS
 LW3104  HISTORY     - 1941     GOOD             CGS
 LW3104  HISTORY     - 1954     GOOD             CGS
 LW3104
 LW3104                          STATION DESCRIPTION
 LW3104
 LW3104'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 LW3104'STATION IS ON THE HILL OF THE SAME NAME ON THE W SIDE OF
 LW3104'BLOCK ISLAND, ABOUT A MILE BELOW THE ENTRANCE TO THE NEW HARBOR,
 LW3104'AND 3/10 MILE ABOVE DUNNS LANDING IN GRACE COVE.  THE STATION
 LW3104'IS 15 METERS INLAND FROM THE SLOPE OF THE HILL AND 7.5 METERS
 LW3104'(24.6 FEET) FROM A POST AT THE SUMMIT, USED FOR DRYING
 LW3104'NETS.  THE MARK IS A STANDARD BRASS DISK, SET IN THE TOP OF
 LW3104'A GRANITE BOULDER, WHICH EXPOSES A SURFACE OF ABOUT 10 BY 20
 LW3104'INCHES.  FOUR REFERENCE MARKS ARE, RESPECTIVELY, 9.89 METERS
 LW3104'(32.45 FEET) N, 8.14 METERS (26.71 FEET) N 1/2 E, 9.92 METERS
 LW3104'(32.55 FEET) NNE, AND 7.76 METERS (25.46 FEET) E BY S FROM
 LW3104'THE STATION, AND ARE MARKED, RESPECTIVELY, BY A SQUARE, A
 LW3104'TRIANGLE, A Y, AND A LARGER TRIANGLE, CUT IN BOULDERS.
 LW3104
 LW3104                          STATION RECOVERY (1940)
 LW3104
 LW3104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3104'THE STATION AND TWO OLD REFERENCE MARKS WERE RECOVERED.  A
 LW3104'STANDARD REFERENCE MARK DISK WAS PUT ON ONE OF THE OLD REFERENCE
 LW3104'MARKS AND THE OTHER ONE IS CALLED WITNESS MARK NO. 1.  ONE NEW
 LW3104'REFERENCE MARK WAS ESTABLISHED.
 LW3104'
 LW3104'THE STATION IS ON BLOCK ISLAND, ON THE SUMMIT OF SANDY HILL,
 LW3104'WHICH IS ABOUT 1 MILE SOUTH OF THE BREAKWATER AT THE COAST GUARD
 LW3104'STATION AT THE ENTRANCE OF GREAT SALT POND.  IT IS ABOUT 0.3 MILE
 LW3104'ABOVE THE OLD DUNNS LANDING IN GRACE COVE.  IT IS ON THE
 LW3104'HIGHEST PART OF THE HILL ABOUT 27 FEET BACK OF THE TOP OF THE
 LW3104'BLUFF.  AT THE PRESENT RATE THIS BLUFF IS RECEDING THE STATION
 LW3104'WILL PROBABLY BE DESTROYED BY 1990.  THE DISK, NOTE 12A, IS SET
 LW3104'IN THE TOP OF A LARGE BOULDER WHICH IS AT PRESENT BURIED ABOUT
 LW3104'1 FOOT UNDER THE GROUND.  THE DISK WAS ESTABLISHED IN 1911
 LW3104'BUT IS NOT STAMPED.
 LW3104'
 LW3104'THE STATION IS BEST REACHED FROM THE ROAD TO THE COAST GUARD
 LW3104'STATION AT THE POINT WHERE IT LEAVES THE BEACH.  FROM HERE
 LW3104'WALK SOUTH ALONG THE BEACH ABOUT 1/2 MILE TO THE STATION ON
 LW3104'THE SUMMIT OF SANDY HILL.
 LW3104'
 LW3104'REFERENCE MARK NO. 1 IS 32.51 FEET, 9.908 METERS, NORTH-NORTHWEST
 LW3104'OF THE STATION AND 7 FEET BACK OF THE EDGE OF THE BLUFF.  THE DISK,
 LW3104'NOTE 12A, IS STAMPED SANDY HILL NO 1 1940 AND IS SET IN THE TOP OF
 LW3104'A BOULDER WHICH IS ABOUT 3 FEET IN DIAMETER AND PROJECTS ABOUT 2
 LW3104'FEET ABOVE THE GROUND.
 LW3104'
 LW3104'REFERENCE MARK NO. 2 IS 18.73 FEET, 5.707 METERS, EAST OF THE
 LW3104'STATION.  THE DISK IS SET IN THE TOP OF A 1-FOOT SQUARE
 LW3104'CONCRETE POST WHICH PROJECTS ABOUT 18 INCHES ABOVE THE GROUND.  THE
 LW3104'DISK, NOTE 11A, IS STAMPED SANDY HILL NO 2 1940.
 LW3104'
 LW3104'WITNESS MARK NO. 1 IS 32.51 FEET, 9.910 METERS NORTH OF THE
 LW3104'STATION.  IT IS A Y CUT IN THE TOP OF A BOULDER ABOUT 1-1/2 FEET
 LW3104'IN DIAMETER AND PROJECTING ABOUT 18 INCHES ABOVE THE GROUND.
 LW3104'
 LW3104'THE BEST AZIMUTH MARK IS THE BLOCK ISLAND NORTH LIGHTHOUSE
 LW3104'WHICH IS ABOUT 3 MILES NORTH-NORTHEAST OF THE STATION.  THE
 LW3104'FINIAL OVER THE LIGHT WAS OBSERVED UPON.
 LW3104'
 LW3104'A 4-FOOT STAND WILL SEE A 4-FOOT STAND AT CLAYHEAD 1911 AND
 LW3104'AN 8-FOOT STAND AT BLOCK ISLAND ECC. 1932.
 LW3104
 LW3104                          STATION RECOVERY (1941)
 LW3104
 LW3104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HCW)
 LW3104'THE ORIGINAL DESCRIPTION OF THIS STATION HAS BEEN REWRITTEN TO
 LW3104'READ--
 LW3104'
 LW3104'THE STATION IS ON THE WEST SIDE OF BLOCK ISLAND APPROXIMATELY
 LW3104'ONE MILE NORTH OF THE ENTRANCE TO GREAT SALT POND AND
 LW3104'APPROXIMATELY 3/10 MILE NORTHEAST OF GRACE POINT ON THE TOP
 LW3104'OF SANDY HILL, WHICH IS THE HIGHEST HILL IN THIS VICINTIY.  THE
 LW3104'MARK IS 7.5 METERS EAST OF THE FACE OF THE SAND BLUFF OVERLOOKING
 LW3104'BLOCK ISLAND SOUND.  THE MARK IS A STANDARD DISC, SET IN THE
 LW3104'TOP OF A GRANITE BOULDER, FLUSH WITH THE GROUND.  ONE OF THE
 LW3104'OLD REFERENCE MARKS (THE Y) WAS RECOVERED.  THE FIGURE Y IS
 LW3104'CUT IN THE TOP OF A BOULDER AND IS 9.899 METERS NORTH OF THE
 LW3104'STATION.  TWO NEW REFERENCE MARKS WERE SET IN 1940.  R.M.
 LW3104'NO. 1 IS SET IN ACCORDANCE WITH NOTE 12C AND IS 9.890 METERS
 LW3104'NNW OF STATION ON THE EDGE OF THE BLUFF LINE.  R.M. NO. 2,
 LW3104'5.703 METERS EAST OF THE STATION, IS SET AS DESCRIBED IN NOTE
 LW3104'11A.  THE POST PROJECTS 18 INCHES ABOVE THE SURFACE OF
 LW3104'THE GROUND.
 LW3104
 LW3104                          STATION RECOVERY (1954)
 LW3104
 LW3104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FBQ)
 LW3104'STATION IS ON THE HILL OF THE SAME NAME ON THE W SIDE OF
 LW3104'BLOCK ISLAND, ABOUT 1 MI. BELOW THE ENTRANCE TO NEW HARBOR, AND
 LW3104'0.3 MI. ABOVE DUNNS LANDING IN GRACE COVE.  THE STATION IS
 LW3104'6 M. INLAND FROM THE SLOPE OF THE HILL.  THE MARK IS A
 LW3104'STANDARD BRONZE DISK, SET IN THE TOP OF A GRANITE BOULDER
 LW3104'WHICH IS ABOUT 1 FT. BELOW SURFACE LEVEL.
 LW3104'
 LW3104'TWO REFERENCE MARKS CUT IN THE TOPS OF TWO GRANITE BOULDERS
 LW3104'ARE N OF THE STATION.  THE FIRST IS TRIANGULAR SHAPED AND
 LW3104'8.24 M. AWAY, THE SECOND IS SHAPED AS A Y AND IS 9.92 M. AWAY.
 LW3104'
 LW3104'REFERENCE MARK 2 IS A STANDARD BRONZE DISK, STAMPED SANDY
 LW3104'HILL NO 2 1940 AND SET IN A 10- BY 10-IN. CONCRETE POST WHICH
 LW3104'IS 5.712 M. E OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2569 ***********************************************************************
 LW2569  DESIGNATION -  SANDY POINT 1863
 LW2569  PID         -  LW2569
 LW2569  STATE/COUNTY-  RI/KENT
 LW2569  USGS QUAD   -  EAST GREENWICH (1975)
 LW2569
 LW2569                         *CURRENT SURVEY CONTROL
 LW2569  ___________________________________________________________________
 LW2569* NAD 83(1996)-  41 39 43.14358(N)    071 24 35.42942(W)     ADJUSTED  
 LW2569* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2569  ___________________________________________________________________
 LW2569  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 LW2569  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LW2569
 LW2569  HORZ ORDER  -  THIRD
 LW2569
 LW2569.The horizontal coordinates were established by classical geodetic methods
 LW2569.and adjusted by the National Geodetic Survey in August 1998..
 LW2569
 LW2569.The orthometric height was scaled from a topographic map.
 LW2569
 LW2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2569
 LW2569.The geoid height was determined by GEOID03.
 LW2569
 LW2569;                    North         East     Units Scale Factor Converg.
 LW2569;SPC RI       -    64,269.153   107,509.054   MT  0.99999444   +0 03 35.8
 LW2569;SPC RI       -   210,856.38    352,719.29   sFT  0.99999444   +0 03 35.8
 LW2569;UTM  19      - 4,615,053.480   299,362.961   MT  1.00009540   -1 36 08.8
 LW2569
 LW2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2569!SPC RI       -   1.00000457  x   0.99999444  =   0.99999901
 LW2569!UTM  19      -   1.00000457  x   1.00009540  =   1.00009997
 LW2569
 LW2569:                Primary Azimuth Mark                     Grid Az
 LW2569:SPC RI       -  OAKLAND BEACH FLAGSTAFF                  018 35 26.9
 LW2569:UTM  19      -  OAKLAND BEACH FLAGSTAFF                  020 15 11.5
 LW2569
 LW2569|---------------------------------------------------------------------|
 LW2569| PID    Reference Object                     Distance      Geod. Az  |
 LW2569|                                                           dddmmss.s |
 LW2569| LW2554 OAKLAND BEACH FLAGSTAFF             APPROX. 2.7 KM 0183902.7 |
 LW2569| LW2567 WALL 1913                           133.174 METERS 02743     |
 LW2569| LW2557 WARWICK NECK SEM WATER TOWER        APPROX. 3.6 KM 0480928.1 |
 LW2569| LW2547 HOUSE RED CUPOLA                    APPROX. 2.2 KM 0481219.9 |
 LW2569| LW2558 FLAGSTAFF                           APPROX. 2.1 KM 0554531.6 |
 LW2569| LW2561 WARWICK LIGHTHOUSE                  APPROX. 2.7 KM 0780005.0 |
 LW2569| LW2332 BRISTOL SQUARE STONE CH TOWER       APPROX.11.6 KM 0844549.6 |
 LW2569| LW2331 BRISTOL WHITE METH CH SPIRE         APPROX.11.3 KM 0845507.3 |
 LW2569| LW2328 PATIENCE ISLAND WATER TOWER         APPROX. 4.3 KM 0963030.5 |
 LW2569| LW2535 SPINDLE ROCK BEACON                 APPROX. 1.5 KM 1114646.2 |
 LW2569| LW2584 APPONAUG YELLOW CHIMNEY             APPROX. 6.0 KM 3142756.1 |
 LW2569| LW2582 APPONAUG COURTHOUSE CUPOLA          APPROX. 5.8 KM 3153113.0 |
 LW2569| LW2548 WHITE HOUSE SOUTH GABLE             APPROX. 3.1 KM 3314910.5 |
 LW2569| LW2555 BUTTONWOOD WATER TOWER              APPROX. 2.5 KM 3554045.5 |
 LW2569|---------------------------------------------------------------------|
 LW2569
 LW2569                          SUPERSEDED SURVEY CONTROL
 LW2569
 LW2569  NAD 83(1996)-  41 39 43.14316(N)    071 24 35.42928(W) AD(       ) 3
 LW2569  NAD 83(1992)-  41 39 43.14202(N)    071 24 35.42847(W) AD(       ) 3
 LW2569  NAD 83(1992)-  41 39 43.14150(N)    071 24 35.42849(W) AD(       ) 3
 LW2569  NAD 83(1986)-  41 39 43.14180(N)    071 24 35.42777(W) AD(       ) 3
 LW2569  NAD 27      -  41 39 42.75900(N)    071 24 37.23800(W) AD(       ) 3
 LW2569
 LW2569.Superseded values are not recommended for survey control.
 LW2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2569.See file dsdata.txt to determine how the superseded data were derived.
 LW2569
 LW2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9936315053(NAD 83)
 LW2569
 LW2569  HISTORY     - Date     Condition        Report By
 LW2569  HISTORY     - 1863     MONUMENTED       COASUR
 LW2569  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2569  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2569  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2569  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2569  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2569
 LW2569                          STATION DESCRIPTION
 LW2569
 LW2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2569'ON THE POINT OF THAT NAME ON THE W SIDE OF NARRAGANSETT BAY AND
 LW2569'ON THE EASTERN EXTREMITY OF POTOWOMUT NECK, ON THE S SIDE OF THE
 LW2569'MOUTH OF GREENWICH BAY.
 LW2569'
 LW2569'THE STATION IS IN A ROAD LEADING TO THE BEACH NEAR ITS N FENCE AND
 LW2569'14 METERS FROM A STONE WALL ALONG THE SHORE.  THE STATION IS MARKED
 LW2569'BY A STANDARD BRONZE DISK SET IN CONCRETE IN THE TOP OF A TILE,
 LW2569'AS DESCRIBED IN NOTE 6A.  THE SUBSURFACE MARK IS A BURIED
 LW2569'BOTTLE.  A STANDARD REFERENCE DISK, SET IN THE TOP OF THE STONE
 LW2569'WALL, IS 14.77 METERS (48.46 FEET) TO SOUTHEASTWARD OF THE
 LW2569'STATION.
 LW2569'
 LW2569'ANOTHER REFERENCE MARK, A DRILL HOLE IN THE N CONCRETE WING WALL,
 LW2569'IS 12.80 METERS (42.00 FEET) E BY S FROM THE STATION.  A HOLE WAS
 LW2569'DRILLED IN THE TOP OF THE WALL IN RANGE WITH WARWICK LIGHTHOUSE.
 LW2569
 LW2569                          STATION RECOVERY (1934)
 LW2569
 LW2569'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2569'TILE PIPE WITH CONCRETE MARKING STATION IN BAD CONDITION.  DISKS
 LW2569'OF STATION AND REFERENCE MISSING.
 LW2569
 LW2569                          STATION RECOVERY (1935)
 LW2569
 LW2569'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2569'THE STATION MARK HAS BEEN BROKEN OFF AND THE DISK REMOVED.  THE
 LW2569'STUMP OF THE TILE PIPE FILLED WITH CONCRETE MARKS THE SPOT.
 LW2569'
 LW2569'THE REFERENCE DISK SET IN THE STONE WALL HAS BEEN REMOVED, ITS
 LW2569'LOCATION BEING INDICATED BY A RAGGED HOLE ABOUT 10 INCHES SQUARE
 LW2569'IN THE WALL.
 LW2569'
 LW2569'THE DRILL HOLE IN THE TOP OF THE CONCRETE WING WALL IS IN THE
 LW2569'CENTER OF THE TOP OF THE WALL AND 40-1/2 INCHES E OF THE W
 LW2569'END OF THE WALL.  THE DISTANCE 42 FEET, TO THE STATION CHECKS.
 LW2569'
 LW2569'THE HOLE MENTIONED AS BEING IN RANGE WITH THE LIGHTHOUSE ON THE
 LW2569'S END OF WARWICK NECK, IS IN THE TOP OF A LARGE STONE IN THE
 LW2569'STONE SEAWALL WHICH PARALLELS THE SHORE AND PASSES ACROSS THE END
 LW2569'OF IVES ROAD.
 LW2569'
 LW2569'THE STATION IS IN THE TRAVELLED PORTION OF IVES ROAD ABOUT 30
 LW2569'FEET N OF THE LINE OF POSTS WHICH ONCE SUPPORTED A FENCE ALONG
 LW2569'THE S SIDE OF THE ROAD.  THE TOP OF THE CONCRETE STUMP IS ABOUT
 LW2569'10 INCHES BELOW THE SURFACE OF THE ROAD.
 LW2569
 LW2569                          STATION RECOVERY (1944)
 LW2569
 LW2569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RMB)
 LW2569'STATION RECOVERED AS DESCRIBED.  THE HOLE IN THE STONE SEA WALL
 LW2569'IN RANGE OF WARWICK LIGHTHOUSE COULD NOT BE FOUND AND IS PROBABLY
 LW2569'LOST.  THE DRILL HOLE IN THE TOP OF THE CONCRETE WING WALL STILL
 LW2569'EXISTS AND IS 43.02 FT. FROM THE STATION.  AS STATED IN PREVIOUS
 LW2569'DESCRIPTIONS, THE STATION HAS BEEN BROKEN OFF AND ONLY THE
 LW2569'CONCRETE-FILLED STUMP REMAINS.
 LW2569
 LW2569                          STATION RECOVERY (1956)
 LW2569
 LW2569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2569'THE STATION COULD NOT BE FOUND AFTER A THOROUGH SEARCH BY A
 LW2569'TWO-MAN PARTY.  THE HOLE IN THE WING WALL WAS FOUND AND THE DISTANCE
 LW2569'TO THE STATION STRUCK.  NO EVIDENCE OF THE STATION WAS FOUND AFTER
 LW2569'CONSIDERABLE PROBING AND DIGGING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3112 ***********************************************************************
 LW3112  DESIGNATION -  SANDY PT LIFE SAVING STA FLAG
 LW3112  PID         -  LW3112
 LW3112  STATE/COUNTY-  RI/WASHINGTON
 LW3112  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3112
 LW3112                         *CURRENT SURVEY CONTROL
 LW3112  ___________________________________________________________________
 LW3112* NAD 83(1996)-  41 13 45.71978(N)    071 34 34.35977(W)     ADJUSTED  
 LW3112* NAVD 88     -                                                        
 LW3112  ___________________________________________________________________
 LW3112  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 LW3112  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3112
 LW3112  HORZ ORDER  -  THIRD
 LW3112
 LW3112.The horizontal coordinates were established by classical geodetic methods
 LW3112.and adjusted by the National Geodetic Survey in August 1998..
 LW3112
 LW3112
 LW3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3112
 LW3112.The geoid height was determined by GEOID03.
 LW3112
 LW3112;                    North         East     Units Scale Factor Converg.
 LW3112;SPC RI       -    16,220.707    93,610.289   MT  0.99999425   -0 03 00.8
 LW3112;SPC RI       -    53,217.44    307,119.76   sFT  0.99999425   -0 03 00.8
 LW3112;UTM  19      - 4,567,419.910   284,079.854   MT  1.00017381   -1 41 54.9
 LW3112
 LW3112                          SUPERSEDED SURVEY CONTROL
 LW3112
 LW3112  NAD 83(1996)-  41 13 45.71801(N)    071 34 34.35860(W) AD(       ) 4
 LW3112  NAD 83(1992)-  41 13 45.71802(N)    071 34 34.35867(W) AD(       ) 4
 LW3112  NAD 83(1992)-  41 13 45.71745(N)    071 34 34.35939(W) AD(       ) 4
 LW3112  NAD 83(1986)-  41 13 45.72294(N)    071 34 34.35629(W) AD(       ) 4
 LW3112  NAD 27      -  41 13 45.35600(N)    071 34 36.15900(W) AD(       ) 3
 LW3112
 LW3112.Superseded values are not recommended for survey control.
 LW3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3112.See file dsdata.txt to determine how the superseded data were derived.
 LW3112
 LW3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8408067420(NAD 83)
 LW3112_MARKER: 62 = FLAGPOLE
 LW3112
 LW3112  HISTORY     - Date     Condition        Report By
 LW3112  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3112
 LW3112                          STATION DESCRIPTION
 LW3112
 LW3112'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0594 ***********************************************************************
 LW0594  DESIGNATION -  SAUCHEST OP 3
 LW0594  PID         -  LW0594
 LW0594  STATE/COUNTY-  RI/NEWPORT
 LW0594  USGS QUAD   -  SAKONNET POINT (1970)
 LW0594
 LW0594                         *CURRENT SURVEY CONTROL
 LW0594  ___________________________________________________________________
 LW0594* NAD 83(1986)-  41 28 38.     (N)    071 14 27.     (W)     SCALED    
 LW0594* NAVD 88     -        13.687  (meters)      44.90   (feet)  ADJUSTED  
 LW0594  ___________________________________________________________________
 LW0594  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW0594  DYNAMIC HT  -          13.682 (meters)      44.89  (feet)  COMP
 LW0594  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 LW0594
 LW0594  VERT ORDER  -  SECOND    CLASS 0
 LW0594
 LW0594.The horizontal coordinates were scaled from a topographic map and have
 LW0594.an estimated accuracy of +/- 6 seconds.
 LW0594
 LW0594.The orthometric height was determined by differential leveling
 LW0594.and adjusted by the National Geodetic Survey in June 1991..
 LW0594
 LW0594.The geoid height was determined by GEOID03.
 LW0594
 LW0594.The dynamic height is computed by dividing the NAVD 88
 LW0594.geopotential number by the normal gravity value computed on the
 LW0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0594.degrees latitude (g = 980.6199 gals.).
 LW0594
 LW0594.The modeled gravity was interpolated from observed gravity values.
 LW0594
 LW0594;                    North         East    Units  Estimated Accuracy
 LW0594;SPC RI       -    43,780.      121,650.      MT  (+/- 180 meters Scaled)
 LW0594
 LW0594                          SUPERSEDED SURVEY CONTROL
 LW0594
 LW0594  NGVD 29 (??/??/92)   13.958  (m)           45.79   (f) ADJ UNCH    2 0
 LW0594
 LW0594.Superseded values are not recommended for survey control.
 LW0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0594.See file dsdata.txt to determine how the superseded data were derived.
 LW0594
 LW0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF129941(NAD 83)
 LW0594_MARKER: DR = REFERENCE MARK DISK
 LW0594_SETTING: 66 = SET IN ROCK OUTCROP
 LW0594_SP_SET: BEDROCK
 LW0594_STAMPING: SAUCHEST OP 3 1940
 LW0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0594+STABILITY: POSITION/ELEVATION WELL
 LW0594
 LW0594  HISTORY     - Date     Condition        Report By
 LW0594  HISTORY     - 1940     MONUMENTED       CGS
 LW0594  HISTORY     - 1969     GOOD             NGS
 LW0594
 LW0594                          STATION DESCRIPTION
 LW0594
 LW0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0594'4.4 MI SE FROM NEWPORT.
 LW0594'4.05 MILES EAST ALONG MEMORIAL BLVD, PURGATORY ROAD AND SACHUEST
 LW0594'POINT ROAD FROM THE MAIN POST OFFICE AT NEWPORT, THENCE 0.4
 LW0594'MILE SOUTHEAST ALONG A ROAD THRU A NAVY RESERVATION, SET ON THE
 LW0594'TOP AND 28 FEET NORTH OF THE SOUTH END OF A 100-FOOT WIDE
 LW0594'EXPOSED BEDROCK WHICH RUNS NORTH-SOUTH, 150 FEET NORTHWEST OF THE
 LW0594'SOUTHEAST CORNER OF THE POINT, 196.1 FEET SOUTH OF SACHUEST (USE)
 LW0594'DESCRIBED AND 3 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3486 ***********************************************************************
 LW3486  DESIGNATION -  SAYLES
 LW3486  PID         -  LW3486
 LW3486  STATE/COUNTY-  RI/PROVIDENCE
 LW3486  USGS QUAD   -  GEORGIAVILLE (1975)
 LW3486
 LW3486                         *CURRENT SURVEY CONTROL
 LW3486  ___________________________________________________________________
 LW3486* NAD 83(1996)-  41 57 30.26058(N)    071 30 05.30350(W)     ADJUSTED  
 LW3486* NAVD 88     -       135.5    (meters)     445.     (feet)  VERTCON   
 LW3486  ___________________________________________________________________
 LW3486  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 LW3486  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LW3486
 LW3486  HORZ ORDER  -  FIRST
 LW3486
 LW3486.The horizontal coordinates were established by classical geodetic methods
 LW3486.and adjusted by the National Geodetic Survey in August 1998..
 LW3486
 LW3486.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3486
 LW3486.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3486
 LW3486.The geoid height was determined by GEOID03.
 LW3486
 LW3486;                    North         East     Units Scale Factor Converg.
 LW3486;SPC RI       -    97,188.426    99,877.866   MT  0.99999375   -0 00 03.5
 LW3486;SPC RI       -   318,859.03    327,682.63   sFT  0.99999375   -0 00 03.5
 LW3486;SPC MA M     -   856,449.416   199,877.869   MT  0.99997344   -0 00 03.6
 LW3486;SPC MA M     - 2,809,867.79    655,765.98   sFT  0.99997344   -0 00 03.6
 LW3486;UTM  19      - 4,648,184.753   292,691.985   MT  1.00012886   -1 40 23.0
 LW3486
 LW3486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3486!SPC RI       -   0.99998336  x   0.99999375  =   0.99997711
 LW3486!SPC MA M     -   0.99998336  x   0.99997344  =   0.99995680
 LW3486!UTM  19      -   0.99998336  x   1.00012886  =   1.00011222
 LW3486
 LW3486:                Primary Azimuth Mark                     Grid Az
 LW3486:SPC RI       -  WOONSOCKET RADIO STA WNRI MAST           007 29 42.3
 LW3486:SPC MA M     -  WOONSOCKET RADIO STA WNRI MAST           007 29 42.4
 LW3486:UTM  19      -  WOONSOCKET RADIO STA WNRI MAST           009 10 01.8
 LW3486
 LW3486|---------------------------------------------------------------------|
 LW3486| PID    Reference Object                     Distance      Geod. Az  |
 LW3486|                                                           dddmmss.s |
 LW3486| MY3615 WOONSOCKET RADIO STA WNRI MAST      APPROX. 6.5 KM 0072938.8 |
 LW3486| MY3616 WOONSOCKET MUNICIPAL TANK           APPROX. 6.9 KM 0271347.3 |
 LW3486| LW2760 CUMBERLAND HILL WATER CO SPIPE      APPROX. 4.3 KM 0605928.2 |
 LW3486| LW5711 SAYLES RM 1                          22.698 METERS 09043     |
 LW3486| LW2765 BERKLEY ST JOSEPHS CATH CH          APPROX. 6.7 KM 1133623.7 |
 LW3486| LW2740 LINCOLN TOWN MUN STANDPIPE          APPROX. 5.9 KM 1223832.2 |
 LW3486| LW2744 LINCOLN TOWN MUNICIPAL TANK         APPROX.10.2 KM 1404202.5 |
 LW3486| LW5712 SAYLES AZ MK                        197.148 METERS 16212     |
 LW3486| CB8515 SAYLES RM 2                          26.604 METERS 23456     |
 LW3486| LW3481 MOWRY FIRE TOWER                    APPROX. 4.8 KM 2961925.4 |
 LW3486| LW3489 WOON                                APPROX. 4.9 KM 2963112.1 |
 LW3486| LW3487 SLATERSVILLE N SMITHFLD SPIPE       APPROX. 7.0 KM 3034914.2 |
 LW3486| MY3682 SLATERSVILLE N SMITHFIELD TANK      APPROX. 8.1 KM 3062915.2 |
 LW3486| LW3490 BRANCH RIVER WOOL COMBING TK        APPROX. 5.9 KM 3152106.1 |
 LW3486| MY3687 BRANCH RIVER TUPPERWARE LAB TK      APPROX. 6.4 KM 3172518.1 |
 LW3486| MY3685 WOONSOCKET N SMITHFIELD TANK        APPROX. 5.9 KM 3293802.0 |
 LW3486| LW3492 WOONSOCKET HOLY FAMILY CATH CH      APPROX. 4.5 KM 3350136.6 |
 LW3486| LW3485 WOONSOCKET WATER MT CHAR SPIPE      APPROX. 4.1 KM 3560239.6 |
 LW3486|---------------------------------------------------------------------|
 LW3486
 LW3486                          SUPERSEDED SURVEY CONTROL
 LW3486
 LW3486  NAD 83(1996)-  41 57 30.26052(N)    071 30 05.30350(W) AD(       ) 1
 LW3486  NAD 83(1992)-  41 57 30.25929(N)    071 30 05.30252(W) AD(       ) 1
 LW3486  NAD 83(1992)-  41 57 30.25924(N)    071 30 05.30255(W) AD(       ) 1
 LW3486  NAD 83(1986)-  41 57 30.25866(N)    071 30 05.30155(W) AD(       ) 1
 LW3486  NAD 27      -  41 57 29.90376(N)    071 30 07.08231(W) AD(       ) 1
 LW3486  NGVD 29 (07/19/86)  135.7    (m)          445.     (f) VERT ANG       
 LW3486
 LW3486.Superseded values are not recommended for survey control.
 LW3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3486.See file dsdata.txt to determine how the superseded data were derived.
 LW3486
 LW3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9269248185(NAD 83)
 LW3486_MARKER: DS = TRIANGULATION STATION DISK
 LW3486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3486_SP_SET: CONCRETE POST
 LW3486_STAMPING: SAYLES 1968
 LW3486_MARK LOGO: CGS   
 LW3486_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3486+STABILITY: SURFACE MOTION
 LW3486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3486+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 LW3486
 LW3486  HISTORY     - Date     Condition        Report By
 LW3486  HISTORY     - 1968     MONUMENTED       CGS
 LW3486  HISTORY     - 1968     GOOD             CGS
 LW3486  HISTORY     - 19870623 GOOD             RIGS
 LW3486  HISTORY     - 20050403 GOOD             GEOCAC
 LW3486
 LW3486                          STATION DESCRIPTION
 LW3486
 LW3486'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3486'STATION IS LOCATED ON SAYLES HILL ABOUT 3 MILES SOUTH OF
 LW3486'WOONSOCKET, 2 MILES SOUTHWEST OF MANVILLE, 0.35 MILE SOUTHWEST OF
 LW3486'STATE HIGHWAY 146 AND ON THE PROPERTY OF MR. JOSEPH CONNOLLY.
 LW3486'
 LW3486'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF STATE
 LW3486'HIGHWAYS 116 AND 146, GO NORTHWEST ON HIGHWAY 146 FOR 2.3 MILES
 LW3486'TO A CROSSROAD (SAYLES HILL ROAD).  TURN LEFT AND GO WEST ON
 LW3486'SAYLES HILL ROAD FOR 0.2 MILE TO WHERE SAYLES HILL ROAD TURNS
 LW3486'NORTH AND IRON MINE HILL CONTINUES AHEAD.  CONTINUE WEST ON
 LW3486'IRON MINE HILL ROAD FOR 0.15 MILE TO WHERE THE ROAD CURVES
 LW3486'SHARP LEFT AND THE STATION ON THE RIGHT.
 LW3486'
 LW3486'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 LW3486'
 LW3486'STATION MARK, STAMPED SAYLES 1968, PROJECTS 3 INCHES.  IT IS 71
 LW3486'FEET NORTH OF THE CENTER OF IRON MINE HILL ROAD, 46 FEET EAST OF
 LW3486'A PRIVATE DRIVEWAY, 33 FEET NORTH OF A 30-INCH MAPLE TREE,
 LW3486'12 FEET WEST OF A ROCK FENCE AND 4.7 FEET SOUTHWEST OF A METAL
 LW3486'WITNESS POST.
 LW3486'
 LW3486'R.M. 1, STAMPED SAYLES NO 1 1968, PROJECTS 6 INCHES.  IT IS 23
 LW3486'FEET NORTH OF THE CENTER OF IRON MINE HILL ROAD, 3 FEET NORTHWEST
 LW3486'OF THE ROCK FENCE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 LW3486'
 LW3486'R.M. 2, STAMPED SAYLES NO 2 1968, PROJECTS 3 INCHES.  IT IS 14
 LW3486'FEET SOUTH OF THE CENTER OF THE PRIVATE DRIVEWAY AND 3 FEET
 LW3486'NORTH OF A METAL WITNESS POST.
 LW3486'
 LW3486'AZ MK, STAMPED SAYLES 1968, PROJECTS 5 INCHES.  IT IS 25 FEET EAST
 LW3486'OF THE CENTER OF THE ROAD, 3.7 FEET NORTHEAST OF A METAL WITNESS
 LW3486'POST AND 1 FOOT WEST OF POWER POLE NO. 126.
 LW3486'
 LW3486'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON IRON MINE
 LW3486'HILL ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.
 LW3486'
 LW3486'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW3486
 LW3486                          STATION RECOVERY (1968)
 LW3486
 LW3486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LW3486'RECOVERED IN GOOD CONDITION.
 LW3486
 LW3486                          STATION RECOVERY (1987)
 LW3486
 LW3486'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW3486'STATION IS LOCATED ON SAYLES HILL ABOUT 3 MILES SOUTH OF WOONSOCKET,
 LW3486'2 MILES SOUTHWEST OF MANVILLE, 0.35 MILE SOUTHWEST OF STATE HIGHWAY
 LW3486'146 AND ON THE PROPERTY OF MR. JOSEPH CONNOLLY.  TO REACH THE
 LW3486'STATION FROM THE OVERPASS AT THE JUNCTION OF STATE HIGHWAYS 116 AND
 LW3486'146, GO NORTHWEST ON HIGHWAY 146 FOR 2.3 MILES TO A CROSSROAD (SAYLES
 LW3486'HILL ROAD).  TURN LEFT AND GO WEST ON SAYLES HILL ROAD FOR 0.2 MILE
 LW3486'TO WHERE SAYLES HILL ROAD TURNS NORTH AND IRON MINE HILL CONTINUES
 LW3486'AHEAD.  CONTINUE WEST ON IRON MINE HILL ROAD FOR 0.15 MILE TO WHERE
 LW3486'THE ROAD CURVES SHARP LEFT AND THE STATION ON THE RIGHT.  STATION
 LW3486'MARK, STAMPED SAYLES 1968, PROJECTS 3 INCHES.  IT IS 71 FEET NORTH OF
 LW3486'THE CENTER OF IRON MINE HILL ROAD, 46 FEET EAST OF A PRIVATE
 LW3486'DRIVEWAY, 33 FEET NORTH OF A 30-INCH MAPLE TREE, 12 FEET WEST OF A
 LW3486'ROCK FENCE AND 4.7 FEET SOUTHWEST OF A METAL WITNESS POST.
 LW3486
 LW3486                          STATION RECOVERY (2005)
 LW3486
 LW3486'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW3486'FOUND STATION IN GOOD CONDITION. RM2 IS UNDER THICK BRUSH. I COULD NOT
 LW3486'SEE IT BECAUSE THE AREA WAS FLOODED DUE TO HEAVY RAINS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5712 ***********************************************************************
 LW5712  DESIGNATION -  SAYLES AZ MK
 LW5712  PID         -  LW5712
 LW5712  STATE/COUNTY-  RI/PROVIDENCE
 LW5712  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5712
 LW5712                         *CURRENT SURVEY CONTROL
 LW5712  ___________________________________________________________________
 LW5712* NAD 83(1996)-  41 57 24.17658(N)    071 30 02.68674(W)     ADJUSTED  
 LW5712* NAVD 88     -       134.8    (meters)     442.     (feet)  VERTCON   
 LW5712  ___________________________________________________________________
 LW5712  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 LW5712  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LW5712
 LW5712  HORZ ORDER  -  SECOND
 LW5712
 LW5712.The horizontal coordinates were established by classical geodetic methods
 LW5712.and adjusted by the National Geodetic Survey in August 1998..
 LW5712
 LW5712.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5712
 LW5712.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5712
 LW5712.The geoid height was determined by GEOID03.
 LW5712
 LW5712;                    North         East     Units Scale Factor Converg.
 LW5712;SPC RI       -    97,000.714    99,938.126   MT  0.99999375   -0 00 01.8
 LW5712;SPC RI       -   318,243.18    327,880.34   sFT  0.99999375   -0 00 01.8
 LW5712;SPC MA M     -   856,261.708   199,938.127   MT  0.99997357   -0 00 01.8
 LW5712;SPC MA M     - 2,809,251.95    655,963.67   sFT  0.99997357   -0 00 01.8
 LW5712;UTM  19      - 4,647,995.337   292,746.749   MT  1.00012858   -1 40 21.1
 LW5712
 LW5712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5712!SPC RI       -   0.99998346  x   0.99999375  =   0.99997721
 LW5712!SPC MA M     -   0.99998346  x   0.99997357  =   0.99995703
 LW5712!UTM  19      -   0.99998346  x   1.00012858  =   1.00011204
 LW5712
 LW5712                          SUPERSEDED SURVEY CONTROL
 LW5712
 LW5712  NAD 83(1996)-  41 57 24.17652(N)    071 30 02.68674(W) AD(       ) 2
 LW5712  NAD 83(1992)-  41 57 24.17527(N)    071 30 02.68576(W) AD(       ) 2
 LW5712  NAD 83(1992)-  41 57 24.17523(N)    071 30 02.68578(W) AD(       ) 2
 LW5712  NAD 83(1986)-  41 57 24.17465(N)    071 30 02.68494(W) AD(       ) 2
 LW5712  NGVD 29 (06/08/94)  135.0    (m)          443.     (f) VERT ANG       
 LW5712
 LW5712.Superseded values are not recommended for survey control.
 LW5712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5712.See file dsdata.txt to determine how the superseded data were derived.
 LW5712
 LW5712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9274747995(NAD 83)
 LW5712_MARKER: DZ = AZIMUTH MARK DISK
 LW5712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5712_SP_SET: CONCRETE POST
 LW5712_STAMPING: SAYLES 1968
 LW5712_MARK LOGO: CGS   
 LW5712_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5712+STABILITY: SURFACE MOTION
 LW5712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW5712+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 LW5712
 LW5712  HISTORY     - Date     Condition        Report By
 LW5712  HISTORY     - 1968     MONUMENTED       CGS
 LW5712  HISTORY     - 19881121 GOOD             RIGS
 LW5712  HISTORY     - 20050403 GOOD             GEOCAC
 LW5712
 LW5712                          STATION DESCRIPTION
 LW5712
 LW5712'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5712'THE STATION IS LOCATED ABOUT 4.27 KM (2.65 MI) EAST OF PRIMROSE
 LW5712'CENTER.OWNERSHIP--TOWN OF NORTH SMITHFIELD.  TO REACH FROM THE
 LW5712'OVERPASS AT THE JUNCTION OF STATE HIGHWAYS 116 AND 146, GO NORTHWEST
 LW5712'FOR 3.7 KM (2.30 MI) ON HIGHWAY 146 TO SAYLES HILL ROAD, TURN LEFT
 LW5712'AND GO WEST 0.32 KM (0.20 MI) TO WHERE SAYLES HILL ROAD TURNS NORTH
 LW5712'AND IRON MINE HILL ROAD CONTINUES AHEAD, CONTINUE WEST FOR 0.48 KM
 LW5712'(0.30 MI) ON IRON MINE HILL ROAD TO A SHARP CURVE RIGHT AND THE
 LW5712'STATION ON THE LEFT.  IT IS 7.62 M (24.9 FT) EAST FROM THE CENTERLINE
 LW5712'OF IRON MINE HILL ROAD, 1.15 M (3.8 FT) NORTH NORTHWEST FROM A
 LW5712'FIBERGLASS WITNESS POST, 0.35 M (1.1 FT) WEST FROM AN NET+T POWER
 LW5712'POLE 126 WITH LIGHT.  THE MARK IS FLUSH WITH THE SURROUNDING GROUND.
 LW5712
 LW5712                          STATION RECOVERY (2005)
 LW5712
 LW5712'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW5712'STATION IS 1.8 FEET, 244 DEGREES T FROM A NEW POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5711 ***********************************************************************
 LW5711  DESIGNATION -  SAYLES RM 1
 LW5711  PID         -  LW5711
 LW5711  STATE/COUNTY-  RI/PROVIDENCE
 LW5711  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5711
 LW5711                         *CURRENT SURVEY CONTROL
 LW5711  ___________________________________________________________________
 LW5711* NAD 83(1996)-  41 57 30.25128(N)    071 30 04.31794(W)     ADJUSTED  
 LW5711* NAVD 88     -       135.3    (meters)     444.     (feet)  VERTCON   
 LW5711  ___________________________________________________________________
 LW5711  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 LW5711  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LW5711
 LW5711  HORZ ORDER  -  SECOND
 LW5711
 LW5711.The horizontal coordinates were established by classical geodetic methods
 LW5711.and adjusted by the National Geodetic Survey in August 1998..
 LW5711
 LW5711.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5711
 LW5711.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5711
 LW5711.The geoid height was determined by GEOID03.
 LW5711
 LW5711;                    North         East     Units Scale Factor Converg.
 LW5711;SPC RI       -    97,188.138    99,900.562   MT  0.99999375   -0 00 02.9
 LW5711;SPC RI       -   318,858.08    327,757.09   sFT  0.99999375   -0 00 02.9
 LW5711;SPC MA M     -   856,449.129   199,900.564   MT  0.99997344   -0 00 02.9
 LW5711;SPC MA M     - 2,809,866.85    655,840.43   sFT  0.99997344   -0 00 02.9
 LW5711;UTM  19      - 4,648,183.804   292,714.666   MT  1.00012874   -1 40 22.3
 LW5711
 LW5711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5711!SPC RI       -   0.99998339  x   0.99999375  =   0.99997714
 LW5711!SPC MA M     -   0.99998339  x   0.99997344  =   0.99995683
 LW5711!UTM  19      -   0.99998339  x   1.00012874  =   1.00011212
 LW5711
 LW5711|---------------------------------------------------------------------|
 LW5711| PID    Reference Object                     Distance      Geod. Az  |
 LW5711|                                                           dddmmss.s |
 LW5711| LW5712 SAYLES AZ MK                        191.153 METERS 16840     |
 LW5711| LW5894 NS 020                              318.590 METERS 32522     |
 LW5711|---------------------------------------------------------------------|
 LW5711
 LW5711                          SUPERSEDED SURVEY CONTROL
 LW5711
 LW5711  NAD 83(1996)-  41 57 30.25122(N)    071 30 04.31794(W) AD(       ) 2
 LW5711  NAD 83(1992)-  41 57 30.24998(N)    071 30 04.31696(W) AD(       ) 2
 LW5711  NAD 83(1992)-  41 57 30.24994(N)    071 30 04.31698(W) AD(       ) 2
 LW5711  NAD 83(1986)-  41 57 30.24935(N)    071 30 04.31613(W) AD(       ) 2
 LW5711  NGVD 29 (06/08/94)  135.5    (m)          445.     (f) VERT ANG       
 LW5711
 LW5711.Superseded values are not recommended for survey control.
 LW5711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5711.See file dsdata.txt to determine how the superseded data were derived.
 LW5711
 LW5711_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9271548184(NAD 83)
 LW5711_MARKER: DR = REFERENCE MARK DISK
 LW5711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5711_SP_SET: CONCRETE POST
 LW5711_STAMPING: SAYLES NO 1 1968
 LW5711_MARK LOGO: CGS   
 LW5711_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5711+STABILITY: SURFACE MOTION
 LW5711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW5711+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 LW5711
 LW5711  HISTORY     - Date     Condition        Report By
 LW5711  HISTORY     - 1968     MONUMENTED       CGS
 LW5711  HISTORY     - 19880606 GOOD             RIGS
 LW5711  HISTORY     - 20050403 GOOD             GEOCAC
 LW5711
 LW5711                          STATION DESCRIPTION
 LW5711
 LW5711'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5711'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) EAST OF PRIMROSE
 LW5711'CENTER.OWNERSHIP--BLACKSTONE VALLEY ELECTRIC RIGHT OF WAY.  TO REACH
 LW5711'FROM THE OVERPASS AT THE JUNCTION OF STATE HIGHWAYS 114 AND 116, GO
 LW5711'NORTHWEST 3.7 KM (2.30 MI) ON HIGHWAY 146 TO SAYLES HILL ROAD, TURN
 LW5711'LEFT AND GO WEST 0.32 KM (0.20 MI) ON SAYLES HILL ROAD TO WHERE IT
 LW5711'TURNS RIGHT AND IRON MINE HILL ROAD CONTINUES AHEAD, GO WEST 0.24 KM
 LW5711'(0.15 MI) ON IRON MINE HILL ROAD TO THE STATION ON THE RIGHT.  IT IS
 LW5711'14.3 M (46.9 FT) NORTHWEST FROM A BVE UTILITY POLE 132, 7.0 M (23.0
 LW5711'FT) NORTH FROM THE CENTERLINE OF IRON MINE HILL ROAD, 0.9 M (3.0 FT)
 LW5711'NORTH FROM A ROCK FENCE, 0.5 M (1.6 FT) SOUTH FROM A METAL WITNESS
 LW5711'POST.  THE MARK IS PROJECTING 0.15 M (0.5 FT) ABOVE THE LEVEL OF THE
 LW5711'SURROUNDING GROUND.
 LW5711
 LW5711                          STATION RECOVERY (2005)
 LW5711
 LW5711'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW5711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5567 ***********************************************************************
 LW5567  DESIGNATION -  SC 001
 LW5567  PID         -  LW5567
 LW5567  STATE/COUNTY-  RI/PROVIDENCE
 LW5567  USGS QUAD   -  CLAYVILLE (1975)
 LW5567
 LW5567                         *CURRENT SURVEY CONTROL
 LW5567  ___________________________________________________________________
 LW5567* NAD 83(1996)-  41 48 56.07197(N)    071 39 46.27280(W)     ADJUSTED  
 LW5567* NAVD 88     -       195.7    (meters)     642.     (feet)  VERTCON   
 LW5567  ___________________________________________________________________
 LW5567  X           -   1,497,786.935 (meters)                     COMP
 LW5567  Y           -  -4,519,059.256 (meters)                     COMP
 LW5567  Z           -   4,230,469.640 (meters)                     COMP
 LW5567  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 LW5567  ELLIP HEIGHT-         165.94  (meters)          (06/13/02) GPS OBS
 LW5567  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW5567
 LW5567  HORZ ORDER  -  THIRD
 LW5567  ELLP ORDER  -  FOURTH    CLASS II
 LW5567
 LW5567.The horizontal coordinates were established by GPS observations
 LW5567.and adjusted by the National Geodetic Survey in August 1998..
 LW5567
 LW5567.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5567
 LW5567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5567
 LW5567.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5567
 LW5567.The ellipsoidal height was determined by GPS observations
 LW5567.and is referenced to NAD 83.
 LW5567
 LW5567.The geoid height was determined by GEOID03.
 LW5567
 LW5567;                    North         East     Units Scale Factor Converg.
 LW5567;SPC RI       -    81,337.043    86,468.652   MT  0.99999600   -0 06 30.9
 LW5567;SPC RI       -   266,853.28    283,689.24   sFT  0.99999600   -0 06 30.9
 LW5567;UTM  19      - 4,632,728.206   278,824.198   MT  1.00020201   -1 46 34.1
 LW5567
 LW5567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5567!SPC RI       -   0.99997397  x   0.99999600  =   0.99996997
 LW5567!UTM  19      -   0.99997397  x   1.00020201  =   1.00017598
 LW5567
 LW5567                          SUPERSEDED SURVEY CONTROL
 LW5567
 LW5567  ELLIP H (08/17/98)  165.96   (m)                       GP(       ) 4 1
 LW5567  NAD 83(1996)-  41 48 56.07150(N)    071 39 46.27248(W) AD(       ) 3
 LW5567  NAD 83(1992)-  41 48 56.07079(N)    071 39 46.27199(W) AD(       ) 3
 LW5567  ELLIP H (01/17/96)  165.92   (m)                       GP(       ) 4 2
 LW5567  NAD 83(1992)-  41 48 56.07062(N)    071 39 46.27223(W) AD(       ) 3
 LW5567  NAD 83(1986)-  41 48 56.07095(N)    071 39 46.27234(W) AD(       ) 3
 LW5567  NGVD 29 (07/30/91)  195.9    (m)          643.     (f) GPS OBS        
 LW5567
 LW5567.Superseded values are not recommended for survey control.
 LW5567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5567.See file dsdata.txt to determine how the superseded data were derived.
 LW5567
 LW5567_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7882432728(NAD 83)
 LW5567_MARKER: DD = SURVEY DISK
 LW5567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5567_SP_SET: CONCRETE POST
 LW5567_STAMPING: SC 001 1988
 LW5567_MARK LOGO: RIGS  
 LW5567_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5567+STABILITY: SURFACE MOTION
 LW5567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5567+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LW5567
 LW5567  HISTORY     - Date     Condition        Report By
 LW5567  HISTORY     - 1988     MONUMENTED       RIGS
 LW5567  HISTORY     - 19890707 GOOD
 LW5567
 LW5567                          STATION DESCRIPTION
 LW5567
 LW5567'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5567'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) NORTH NORTHEAST OF
 LW5567'CLAYVILLE CENTER. OWNERSHIP--TOWN OF SCITUATE.
 LW5567'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 101 AND 102, GO SOUTH 3.2
 LW5567'KM (2.00 MI) ON HIGHWAY 102 TO THE ENTRANCE TO CHOPMIST HILL FIRE
 LW5567'DEPARTMENT ON THE LEFT, TURN LEFT INTO THE DRIVEWAY AND THE STATION ON
 LW5567'THE RIGHT.
 LW5567'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5567'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 35.7
 LW5567'M (117.1 FT) WEST SOUTHWEST FROM THE SOUTHWEST CORNER OF THE FIRE
 LW5567'HOUSE, 29.0 M (95.1 FT) WEST SOUTHWEST FROM A NECO POLE 1, 22.1 M
 LW5567'(72.5 FT) EAST NORTHEAST FROM THE CENTER OF HIGHWAY 102, 14.6 M
 LW5567'(47.9 FT) EAST NORTHEAST FROM A NECO POLE 65, 3.2 M (10.5 FT)
 LW5567'SOUTHEAST FROM THE SOUTH EDGE OF THE DRIVE.
 LW5567
 LW5567                          STATION RECOVERY (1989)
 LW5567
 LW5567'RECOVERED 1989
 LW5567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5568 ***********************************************************************
 LW5568  DESIGNATION -  SC 002
 LW5568  PID         -  LW5568
 LW5568  STATE/COUNTY-  RI/PROVIDENCE
 LW5568  USGS QUAD   -  CLAYVILLE (1975)
 LW5568
 LW5568                         *CURRENT SURVEY CONTROL
 LW5568  ___________________________________________________________________
 LW5568* NAD 83(1996)-  41 50 31.14303(N)    071 40 35.14925(W)     ADJUSTED  
 LW5568* NAVD 88     -       217.78   (+/-2cm)     714.5    (feet)  VERTCON   
 LW5568  ___________________________________________________________________
 LW5568  X           -   1,496,106.227 (meters)                     COMP
 LW5568  Y           -  -4,517,572.629 (meters)                     COMP
 LW5568  Z           -   4,232,670.084 (meters)                     COMP
 LW5568  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 LW5568  ELLIP HEIGHT-         188.03  (meters)          (06/13/02) GPS OBS
 LW5568  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW5568
 LW5568  HORZ ORDER  -  THIRD
 LW5568  VERT ORDER  -  THIRD ? (See Below)
 LW5568  ELLP ORDER  -  FOURTH    CLASS II
 LW5568
 LW5568.The horizontal coordinates were established by GPS observations
 LW5568.and adjusted by the National Geodetic Survey in August 1998..
 LW5568
 LW5568.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5568.The vertical order pertains to the NGVD 29 superseded value.
 LW5568
 LW5568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5568
 LW5568.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5568
 LW5568.The ellipsoidal height was determined by GPS observations
 LW5568.and is referenced to NAD 83.
 LW5568
 LW5568.The geoid height was determined by GEOID03.
 LW5568
 LW5568;                    North         East     Units Scale Factor Converg.
 LW5568;SPC RI       -    84,272.458    85,346.593   MT  0.99999639   -0 07 03.7
 LW5568;SPC RI       -   276,483.89    280,007.95   sFT  0.99999639   -0 07 03.7
 LW5568;UTM  19      - 4,635,695.657   277,787.841   MT  1.00020766   -1 47 10.0
 LW5568
 LW5568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5568!SPC RI       -   0.99997051  x   0.99999639  =   0.99996690
 LW5568!UTM  19      -   0.99997051  x   1.00020766  =   1.00017816
 LW5568
 LW5568                          SUPERSEDED SURVEY CONTROL
 LW5568
 LW5568  ELLIP H (08/17/98)  188.05   (m)                       GP(       ) 4 1
 LW5568  NAD 83(1996)-  41 50 31.14264(N)    071 40 35.14896(W) AD(       ) 3
 LW5568  NAD 83(1992)-  41 50 31.14186(N)    071 40 35.14843(W) AD(       ) 3
 LW5568  ELLIP H (01/17/96)  188.01   (m)                       GP(       ) 4 2
 LW5568  NAD 83(1992)-  41 50 31.14172(N)    071 40 35.14863(W) AD(       ) 3
 LW5568  NAD 83(1986)-  41 50 31.14222(N)    071 40 35.14839(W) AD(       ) 3
 LW5568  NGVD 29 (07/30/91)  218.02   (m)          715.3    (f) LEVELING    3  
 LW5568
 LW5568.Superseded values are not recommended for survey control.
 LW5568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5568.See file dsdata.txt to determine how the superseded data were derived.
 LW5568
 LW5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7778835696(NAD 83)
 LW5568_MARKER: DD = SURVEY DISK
 LW5568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5568_SP_SET: CONCRETE POST
 LW5568_STAMPING: SC 002 1988
 LW5568_MARK LOGO: RIGS  
 LW5568_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5568+STABILITY: SURFACE MOTION
 LW5568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5568+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1989
 LW5568
 LW5568  HISTORY     - Date     Condition        Report By
 LW5568  HISTORY     - 1988     MONUMENTED       RIGS
 LW5568  HISTORY     - 19890708 GOOD
 LW5568
 LW5568                          STATION DESCRIPTION
 LW5568
 LW5568'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5568'THE STATION IS LOCATED ABOUT 7.6 KM (4.70 MI) WEST NORTHWEST OF
 LW5568'SCITUATE CENTER. OWNERSHIP--UNDEVELOPED LOT OWNED BY WALTER HAGERTY OF
 LW5568'SAW MILL ROAD, SCITUATE, 401 934-1620
 LW5568'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 101 AND 102, GO 36.6M
 LW5568'(120.1 FT) EAST ON HIGHWAY 101 TO THE STATION ON THE RIGHT.
 LW5568'THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL HOLE IN A
 LW5568'PARTIALLY EXPOSED BOULDER OF 1.8 M (5.9 FT) LARGEST DIMENSION 0.3 M
 LW5568'(1.0 FT) ABOVE THE SURROUNDING AREA. IT IS 29.25 M (96.0 FT) EAST
 LW5568'SOUTHEAST FROM THE CENTER OF HIGHWAY 102, 25.75 M (84.5 FT) SOUTHWEST
 LW5568'OF THE CENTER OF HIGHWAY 101, 22.25 M (73.0 FT) SOUTH SOUTHEAST OF NE
 LW5568'CO, NET+T POLE 229, 1.0 M (3.3 FT) NORTHEAST FROM A FIBERGLASS WITNESS
 LW5568'POST, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LW5568
 LW5568                          STATION RECOVERY (1989)
 LW5568
 LW5568'RECOVERED 1989
 LW5568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5569 ***********************************************************************
 LW5569  DESIGNATION -  SC 003
 LW5569  PID         -  LW5569
 LW5569  STATE/COUNTY-  RI/PROVIDENCE
 LW5569  USGS QUAD   -  CLAYVILLE (1975)
 LW5569
 LW5569                         *CURRENT SURVEY CONTROL
 LW5569  ___________________________________________________________________
 LW5569* NAD 83(1996)-  41 50 21.73969(N)    071 38 51.95129(W)     ADJUSTED  
 LW5569* NAVD 88     -       159.3    (meters)     523.     (feet)  VERTCON   
 LW5569  ___________________________________________________________________
 LW5569  X           -   1,498,413.480 (meters)                     COMP
 LW5569  Y           -  -4,516,965.872 (meters)                     COMP
 LW5569  Z           -   4,232,414.929 (meters)                     COMP
 LW5569  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 LW5569  ELLIP HEIGHT-         129.55  (meters)          (06/13/02) GPS OBS
 LW5569  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW5569
 LW5569  HORZ ORDER  -  THIRD
 LW5569  ELLP ORDER  -  FOURTH    CLASS II
 LW5569
 LW5569.The horizontal coordinates were established by GPS observations
 LW5569.and adjusted by the National Geodetic Survey in August 1998..
 LW5569
 LW5569.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5569
 LW5569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5569
 LW5569.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5569
 LW5569.The ellipsoidal height was determined by GPS observations
 LW5569.and is referenced to NAD 83.
 LW5569
 LW5569.The geoid height was determined by GEOID03.
 LW5569
 LW5569;                    North         East     Units Scale Factor Converg.
 LW5569;SPC RI       -    83,977.847    87,726.955   MT  0.99999560   -0 05 54.8
 LW5569;SPC RI       -   275,517.32    287,817.52   sFT  0.99999560   -0 05 54.8
 LW5569;UTM  19      - 4,635,331.793   280,159.103   MT  1.00019476   -1 46 00.8
 LW5569
 LW5569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5569!SPC RI       -   0.99997968  x   0.99999560  =   0.99997528
 LW5569!UTM  19      -   0.99997968  x   1.00019476  =   1.00017444
 LW5569
 LW5569                          SUPERSEDED SURVEY CONTROL
 LW5569
 LW5569  ELLIP H (08/17/98)  129.57   (m)                       GP(       ) 4 1
 LW5569  NAD 83(1996)-  41 50 21.73930(N)    071 38 51.95100(W) AD(       ) 3
 LW5569  NAD 83(1992)-  41 50 21.73852(N)    071 38 51.95047(W) AD(       ) 3
 LW5569  ELLIP H (01/17/96)  129.53   (m)                       GP(       ) 4 2
 LW5569  NAD 83(1992)-  41 50 21.73838(N)    071 38 51.95068(W) AD(       ) 3
 LW5569  NAD 83(1986)-  41 50 21.73885(N)    071 38 51.95040(W) AD(       ) 3
 LW5569  NGVD 29 (07/30/91)  159.5    (m)          523.     (f) GPS OBS        
 LW5569
 LW5569.Superseded values are not recommended for survey control.
 LW5569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5569.See file dsdata.txt to determine how the superseded data were derived.
 LW5569
 LW5569_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8015935332(NAD 83)
 LW5569_MARKER: DD = SURVEY DISK
 LW5569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5569_SP_SET: CONCRETE POST
 LW5569_STAMPING: SC 003 1988
 LW5569_MARK LOGO: RIGS  
 LW5569_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5569+STABILITY: SURFACE MOTION
 LW5569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5569+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LW5569
 LW5569  HISTORY     - Date     Condition        Report By
 LW5569  HISTORY     - 1988     MONUMENTED       RIGS
 LW5569  HISTORY     - 19890707 GOOD
 LW5569
 LW5569                          STATION DESCRIPTION
 LW5569
 LW5569'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5569'THE STATION IS LOCATED ABOUT 5.15 KM (3.20 MI) WEST NORTHWEST OF NORTH
 LW5569'SCITUATE CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5569'SURVEY, 401 277-2814.
 LW5569'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 102, GO EAST 2.5
 LW5569'KM (1.55 MI) ON HIGHWAY 101 TO THE ENTRANCE TO A BALLFIELD ON THE
 LW5569'RIGHT, TURN RIGHT, AND GO 20.0 M (65.6 FT) TO THE STATION ON THE
 LW5569'RIGHT. THE STATION IS A STANDARD RIGS DISK AND SET INTO THE TOP OF A
 LW5569'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS
 LW5569'31.4 M (103.0 FT) WEST NORTHWEST FROM A NE CO, NET+T POLE 170, 26.1 M
 LW5569'(85.6 FT) SOUTH SOUTHWEST FROM THE CENTER OF HIGHWAY 101, 12.2 M
 LW5569'(40.0 FT) NORTHEAST FROM THE LEFT FIELD FOUL POLE, 7.6 M (24.9 FT)
 LW5569'SOUTH FROM THE NORTHEAST CORNER OF A CHAIN LINK FENCE SURROUNDING THE
 LW5569'BALLFIELD.
 LW5569
 LW5569                          STATION RECOVERY (1989)
 LW5569
 LW5569'RECOVERED 1989
 LW5569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5570 ***********************************************************************
 LW5570  DESIGNATION -  SC 004
 LW5570  PID         -  LW5570
 LW5570  STATE/COUNTY-  RI/PROVIDENCE
 LW5570  USGS QUAD   -  CLAYVILLE (1975)
 LW5570
 LW5570                         *CURRENT SURVEY CONTROL
 LW5570  ___________________________________________________________________
 LW5570* NAD 83(1996)-  41 50 15.17069(N)    071 37 46.21331(W)     ADJUSTED  
 LW5570* NAVD 88     -       136.8    (meters)     449.     (feet)  VERTCON   
 LW5570  ___________________________________________________________________
 LW5570  X           -   1,499,890.341 (meters)                     COMP
 LW5570  Y           -  -4,516,600.559 (meters)                     COMP
 LW5570  Z           -   4,232,248.995 (meters)                     COMP
 LW5570  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 LW5570  ELLIP HEIGHT-         107.16  (meters)          (06/13/02) GPS OBS
 LW5570  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW5570
 LW5570  HORZ ORDER  -  THIRD
 LW5570  ELLP ORDER  -  FOURTH    CLASS II
 LW5570
 LW5570.The horizontal coordinates were established by GPS observations
 LW5570.and adjusted by the National Geodetic Survey in August 1998..
 LW5570
 LW5570.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5570
 LW5570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5570
 LW5570.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5570
 LW5570.The ellipsoidal height was determined by GPS observations
 LW5570.and is referenced to NAD 83.
 LW5570
 LW5570.The geoid height was determined by GEOID03.
 LW5570
 LW5570;                    North         East     Units Scale Factor Converg.
 LW5570;SPC RI       -    83,772.728    89,243.339   MT  0.99999517   -0 05 11.0
 LW5570;SPC RI       -   274,844.36    292,792.52   sFT  0.99999517   -0 05 11.0
 LW5570;UTM  19      - 4,635,082.566   281,669.168   MT  1.00018661   -1 45 16.7
 LW5570
 LW5570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5570!SPC RI       -   0.99998319  x   0.99999517  =   0.99997836
 LW5570!UTM  19      -   0.99998319  x   1.00018661  =   1.00016980
 LW5570
 LW5570                          SUPERSEDED SURVEY CONTROL
 LW5570
 LW5570  ELLIP H (08/17/98)  107.18   (m)                       GP(       ) 4 1
 LW5570  NAD 83(1996)-  41 50 15.17028(N)    071 37 46.21301(W) AD(       ) 3
 LW5570  NAD 83(1992)-  41 50 15.16952(N)    071 37 46.21250(W) AD(       ) 3
 LW5570  ELLIP H (01/17/96)  107.14   (m)                       GP(       ) 4 2
 LW5570  NAD 83(1992)-  41 50 15.16937(N)    071 37 46.21272(W) AD(       ) 3
 LW5570  NAD 83(1986)-  41 50 15.16981(N)    071 37 46.21259(W) AD(       ) 3
 LW5570  NGVD 29 (07/30/91)  137.1    (m)          450.     (f) GPS OBS        
 LW5570
 LW5570.Superseded values are not recommended for survey control.
 LW5570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5570.See file dsdata.txt to determine how the superseded data were derived.
 LW5570
 LW5570_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8166935083(NAD 83)
 LW5570_MARKER: DD = SURVEY DISK
 LW5570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5570_SP_SET: CONCRETE POST
 LW5570_STAMPING: SC 004 1988
 LW5570_MARK LOGO: RIGS  
 LW5570_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5570+STABILITY: SURFACE MOTION
 LW5570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5570+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LW5570
 LW5570  HISTORY     - Date     Condition        Report By
 LW5570  HISTORY     - 1988     MONUMENTED       RIGS
 LW5570  HISTORY     - 19890707 GOOD
 LW5570
 LW5570                          STATION DESCRIPTION
 LW5570
 LW5570'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5570'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) WEST NORTHWEST OF
 LW5570'SCITUATE CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5570'SURVEY, 401 277-2814.
 LW5570'TO REACH FROM STATE HIGHWAY 102 AND U S HIGHWAY 6, GO NORTH 0.6 KM
 LW5570'(0.35 MI) ON STATE HIGHWAY 102 TO U S HIGHWAY 6 BYPASS, TURN RIGHT AND
 LW5570'GO 3.7 KM (2.30 MI) EAST ON HIGHWAY 6 BYPASS TO THE STATION ON THE
 LW5570'RIGHT.
 LW5570'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5570'CONCRETE MONUMENT 30 CM IN DIAMETER AND FLUSH WITH THE GROUND. IT IS
 LW5570'37.8 M (124.0 FT) EAST FROM A ASPHALT SPILLWAY AT THE HIGHWAY CURB
 LW5570'LINE, 8.3 M (27.2 FT) SOUTH FROM THE CENTER OF HIGHWAY 6 BYPASS, 1.7 M
 LW5570'(5.6 FT) NORTH FROM A FIBERGLASS WITNESS POST, 1.5 M (4.9 FT) SOUTH
 LW5570'FROM THE FACE OF CURB.
 LW5570
 LW5570                          STATION RECOVERY (1989)
 LW5570
 LW5570'RECOVERED 1989
 LW5570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5571 ***********************************************************************
 LW5571  DESIGNATION -  SC 005
 LW5571  PID         -  LW5571
 LW5571  STATE/COUNTY-  RI/PROVIDENCE
 LW5571  USGS QUAD   -  CLAYVILLE (1975)
 LW5571
 LW5571                         *CURRENT SURVEY CONTROL
 LW5571  ___________________________________________________________________
 LW5571* NAD 83(1996)-  41 46 21.34461(N)    071 40 12.52108(W)     ADJUSTED  
 LW5571* NAVD 88     -       153.3    (meters)     503.     (feet)  VERTCON   
 LW5571  ___________________________________________________________________
 LW5571  X           -   1,498,202.466 (meters)                     COMP
 LW5571  Y           -  -4,522,239.943 (meters)                     COMP
 LW5571  Z           -   4,226,882.265 (meters)                     COMP
 LW5571  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 LW5571  ELLIP HEIGHT-         123.54  (meters)          (06/13/02) GPS OBS
 LW5571  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW5571
 LW5571  HORZ ORDER  -  THIRD
 LW5571  ELLP ORDER  -  FOURTH    CLASS II
 LW5571
 LW5571.The horizontal coordinates were established by GPS observations
 LW5571.and adjusted by the National Geodetic Survey in August 1998..
 LW5571
 LW5571.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5571
 LW5571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5571
 LW5571.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5571
 LW5571.The ellipsoidal height was determined by GPS observations
 LW5571.and is referenced to NAD 83.
 LW5571
 LW5571.The geoid height was determined by GEOID03.
 LW5571
 LW5571;                    North         East     Units Scale Factor Converg.
 LW5571;SPC RI       -    76,564.506    85,853.386   MT  0.99999621   -0 06 48.0
 LW5571;SPC RI       -   251,195.38    281,670.65   sFT  0.99999621   -0 06 48.0
 LW5571;UTM  19      - 4,627,974.597   278,070.211   MT  1.00020612   -1 46 46.2
 LW5571
 LW5571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5571!SPC RI       -   0.99998062  x   0.99999621  =   0.99997683
 LW5571!UTM  19      -   0.99998062  x   1.00020612  =   1.00018674
 LW5571
 LW5571                          SUPERSEDED SURVEY CONTROL
 LW5571
 LW5571  ELLIP H (08/17/98)  123.56   (m)                       GP(       ) 4 1
 LW5571  NAD 83(1996)-  41 46 21.34404(N)    071 40 12.52074(W) AD(       ) 3
 LW5571  NAD 83(1992)-  41 46 21.34345(N)    071 40 12.52028(W) AD(       ) 3
 LW5571  ELLIP H (01/17/96)  123.52   (m)                       GP(       ) 4 2
 LW5571  NAD 83(1992)-  41 46 21.34326(N)    071 40 12.52054(W) AD(       ) 3
 LW5571  NAD 83(1986)-  41 46 21.34329(N)    071 40 12.52122(W) AD(       ) 3
 LW5571  NGVD 29 (07/30/91)  153.5    (m)          504.     (f) GPS OBS        
 LW5571
 LW5571.Superseded values are not recommended for survey control.
 LW5571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5571.See file dsdata.txt to determine how the superseded data were derived.
 LW5571
 LW5571_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7807027975(NAD 83)
 LW5571_MARKER: DD = SURVEY DISK
 LW5571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5571_SP_SET: CONCRETE POST
 LW5571_STAMPING: SC 005 1988
 LW5571_MARK LOGO: RIGS  
 LW5571_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5571+STABILITY: SURFACE MOTION
 LW5571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5571+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1989
 LW5571
 LW5571  HISTORY     - Date     Condition        Report By
 LW5571  HISTORY     - 1988     MONUMENTED       RIGS
 LW5571  HISTORY     - 19890706 GOOD
 LW5571
 LW5571                          STATION DESCRIPTION
 LW5571
 LW5571'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5571'THE STATION IS LOCATED ABOUT 0.65 KM (0.40 MI) SOUTHEAST OF CLAYVILLE
 LW5571'CENTER, OWNERSHIP--TOWN OF SCITUATE.
 LW5571'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 102/14 AND STATE
 LW5571'HIGHWAY 12, GO SOUTHWEST 1.4 KM (0.85 MI) ON STATE HIGHWAY 102/14 TO A
 LW5571'SIDE ROAD ON THE LEFT, TURN LEFT, GO SOUTHEAST 0.7 KM (0.45 MI) ON
 LW5571'FIELD HILL ROAD TO THE STATION ON THE RIGHT.
 LW5571'THE STATION IS A STANDARD RIGS DISK AND IS SET INTO THE TOP OF A ROUND
 LW5571'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 27.24
 LW5571'M (89.4 FT) EAST NORTHEAST FROM THE EAST CORNER OF CLAYVILLE SCHOOL,
 LW5571'22.05 M (72.3 FT) NORTHWEST FROM THE CENTER OF GEORGE WASHINGTON
 LW5571'HIGHWAY, 11.76 M (38.6 FT) NORTH NORTHEAST FROM A FLAG POLE, 9.5 M
 LW5571'(31.2 FT) SOUTHWEST FROM THE CENTER OF FIELD HILL ROAD, 1.07 M
 LW5571'(3.5 FT) FROM THE TOP OF SLOPE, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 LW5571'THE ROAD.
 LW5571
 LW5571                          STATION RECOVERY (1989)
 LW5571
 LW5571'RECOVERED 1989
 LW5571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5572 ***********************************************************************
 LW5572  DESIGNATION -  SC 006
 LW5572  PID         -  LW5572
 LW5572  STATE/COUNTY-  RI/PROVIDENCE
 LW5572  USGS QUAD   -  CLAYVILLE (1975)
 LW5572
 LW5572                         *CURRENT SURVEY CONTROL
 LW5572  ___________________________________________________________________
 LW5572* NAD 83(1996)-  41 47 40.44382(N)    071 39 31.82177(W)     ADJUSTED  
 LW5572* NAVD 88     -        98.8    (meters)     324.     (feet)  VERTCON   
 LW5572  ___________________________________________________________________
 LW5572  X           -   1,498,570.273 (meters)                     COMP
 LW5572  Y           -  -4,520,362.188 (meters)                     COMP
 LW5572  Z           -   4,228,665.745 (meters)                     COMP
 LW5572  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 LW5572  ELLIP HEIGHT-          69.09  (meters)          (06/13/02) GPS OBS
 LW5572  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW5572
 LW5572  HORZ ORDER  -  THIRD
 LW5572  ELLP ORDER  -  FOURTH    CLASS II
 LW5572
 LW5572.The horizontal coordinates were established by GPS observations
 LW5572.and adjusted by the National Geodetic Survey in August 1998..
 LW5572
 LW5572.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5572
 LW5572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5572
 LW5572.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5572
 LW5572.The ellipsoidal height was determined by GPS observations
 LW5572.and is referenced to NAD 83.
 LW5572
 LW5572.The geoid height was determined by GEOID03.
 LW5572
 LW5572;                    North         East     Units Scale Factor Converg.
 LW5572;SPC RI       -    79,003.104    86,797.874   MT  0.99999589   -0 06 21.1
 LW5572;SPC RI       -   259,196.02    284,769.36   sFT  0.99999589   -0 06 21.1
 LW5572;UTM  19      - 4,630,385.195   279,085.430   MT  1.00020059   -1 46 21.8
 LW5572
 LW5572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5572!SPC RI       -   0.99998916  x   0.99999589  =   0.99998505
 LW5572!UTM  19      -   0.99998916  x   1.00020059  =   1.00018975
 LW5572
 LW5572                          SUPERSEDED SURVEY CONTROL
 LW5572
 LW5572  ELLIP H (08/17/98)   69.11   (m)                       GP(       ) 4 1
 LW5572  NAD 83(1996)-  41 47 40.44330(N)    071 39 31.82144(W) AD(       ) 3
 LW5572  NAD 83(1992)-  41 47 40.44264(N)    071 39 31.82097(W) AD(       ) 3
 LW5572  ELLIP H (01/17/96)   69.07   (m)                       GP(       ) 4 2
 LW5572  NAD 83(1992)-  41 47 40.44246(N)    071 39 31.82122(W) AD(       ) 3
 LW5572  NAD 83(1986)-  41 47 40.44265(N)    071 39 31.82166(W) AD(       ) 3
 LW5572  NGVD 29 (07/30/91)   99.0    (m)          325.     (f) GPS OBS        
 LW5572
 LW5572.Superseded values are not recommended for survey control.
 LW5572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5572.See file dsdata.txt to determine how the superseded data were derived.
 LW5572
 LW5572_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7908530385(NAD 83)
 LW5572_MARKER: DD = SURVEY DISK
 LW5572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5572_SP_SET: CONCRETE POST
 LW5572_STAMPING: SC 006 1988
 LW5572_MARK LOGO: RIGS  
 LW5572_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5572+STABILITY: SURFACE MOTION
 LW5572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5572+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1989
 LW5572
 LW5572  HISTORY     - Date     Condition        Report By
 LW5572  HISTORY     - 1988     MONUMENTED       RIGS
 LW5572  HISTORY     - 19890706 GOOD
 LW5572
 LW5572                          STATION DESCRIPTION
 LW5572
 LW5572'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5572'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) NORTHEAST OF CLAYVILLE
 LW5572'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY,
 LW5572'401 277-2814.
 LW5572'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 102, STATE HIGHWAY 14 AND
 LW5572'ROCKLAND ROAD, GO NORTHEAST 0.16 KM (0.10 MI) ON ROCKLAND ROAD TO THE
 LW5572'STATION ON THE LEFT.
 LW5572'THE STATION IS A STANDARD RIGS DISK AND SET INTO THE TOP OF A ROUND
 LW5572'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 27.2
 LW5572'M (89.2 FT) SOUTHEAST FROM THE CENTER OF HIGHWAY 102, 17.3 M
 LW5572'(56.8 FT) SOUTH FROM A SPRING WELL PUMP SHAFT, 12.3 M (40.4 FT)
 LW5572'NORTHWEST FROM THE CENTER OF ROCKLAND ROAD, 9.7 M (31.8 FT) NORTHEAST
 LW5572'FROM A NET+T POLE 163, 3.1 M (10.2 FT) NORTHWEST FROM A FIBERGLASS
 LW5572'WITNESS POST.
 LW5572
 LW5572                          STATION RECOVERY (1989)
 LW5572
 LW5572'RECOVERED 1989
 LW5572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5573 ***********************************************************************
 LW5573  CBN         -  This is a Cooperative Base Network Control Station.
 LW5573  DESIGNATION -  SC 007
 LW5573  PID         -  LW5573
 LW5573  STATE/COUNTY-  RI/PROVIDENCE
 LW5573  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5573
 LW5573                         *CURRENT SURVEY CONTROL
 LW5573  ___________________________________________________________________
 LW5573* NAD 83(1996)-  41 49 53.57361(N)    071 36 20.88071(W)     ADJUSTED  
 LW5573* NAVD 88     -        99.9    (meters)     328.     (feet)  GPS OBS   
 LW5573  ___________________________________________________________________
 LW5573  X           -   1,501,890.305 (meters)                     COMP
 LW5573  Y           -  -4,516,375.267 (meters)                     COMP
 LW5573  Z           -   4,231,727.878 (meters)                     COMP
 LW5573  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 LW5573  ELLIP HEIGHT-          70.21  (meters)          (06/22/01) GPS OBS
 LW5573  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW5573
 LW5573  HORZ ORDER  -  A
 LW5573  ELLP ORDER  -  FOURTH    CLASS I
 LW5573
 LW5573.The horizontal coordinates were established by GPS observations
 LW5573.and adjusted by the National Geodetic Survey in June 2001..
 LW5573
 LW5573.The orthometric height was determined by GPS observations and a
 LW5573.high-resolution geoid model.
 LW5573
 LW5573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5573
 LW5573.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5573
 LW5573.The ellipsoidal height was determined by GPS observations
 LW5573.and is referenced to NAD 83.
 LW5573
 LW5573.The geoid height was determined by GEOID03.
 LW5573
 LW5573;                    North         East     Units Scale Factor Converg.
 LW5573;SPC RI       -    83,103.705    91,211.347   MT  0.99999470   -0 04 14.0
 LW5573;SPC RI       -   272,649.41    299,249.23   sFT  0.99999470   -0 04 14.0
 LW5573;UTM  19      - 4,634,356.402   283,617.229   MT  1.00017619   -1 44 18.9
 LW5573
 LW5573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5573!SPC RI       -   0.99998899  x   0.99999470  =   0.99998369
 LW5573!UTM  19      -   0.99998899  x   1.00017619  =   1.00016518
 LW5573
 LW5573:                Primary Azimuth Mark                     Grid Az
 LW5573:SPC RI       -  SC 008                                   082 01 17.2
 LW5573:UTM  19      -  SC 008                                   083 41 22.1
 LW5573
 LW5573|---------------------------------------------------------------------|
 LW5573| PID    Reference Object                     Distance      Geod. Az  |
 LW5573|                                                           dddmmss.s |
 LW5573| LW5574 SC 008                              APPROX. 1.0 KM 0815703.2 |
 LW5573|---------------------------------------------------------------------|
 LW5573
 LW5573                          SUPERSEDED SURVEY CONTROL
 LW5573
 LW5573  NAD 83(1996)-  41 49 53.57293(N)    071 36 20.88080(W) AD(       ) 3
 LW5573  ELLIP H (08/17/98)   70.23   (m)                       GP(       ) 4 1
 LW5573  NAD 83(1996)-  41 49 53.57254(N)    071 36 20.88057(W) AD(       ) 3
 LW5573  NAD 83(1992)-  41 49 53.57170(N)    071 36 20.88000(W) AD(       ) 3
 LW5573  ELLIP H (01/17/96)   70.19   (m)                       GP(       ) 4 2
 LW5573  NAD 83(1992)-  41 49 53.57153(N)    071 36 20.88018(W) AD(       ) 3
 LW5573  NAD 83(1986)-  41 49 53.57151(N)    071 36 20.87914(W) AD(       ) 3
 LW5573  NGVD 29 (07/30/91)  100.1    (m)          328.     (f) GPS OBS        
 LW5573
 LW5573.Superseded values are not recommended for survey control.
 LW5573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5573.See file dsdata.txt to determine how the superseded data were derived.
 LW5573
 LW5573_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8361734356(NAD 83)
 LW5573_MARKER: DD = SURVEY DISK
 LW5573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5573_SP_SET: CONCRETE POST
 LW5573_STAMPING: SC 007 1988
 LW5573_MARK LOGO: RIGS  
 LW5573_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5573+STABILITY: SURFACE MOTION
 LW5573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5573+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 LW5573
 LW5573  HISTORY     - Date     Condition        Report By
 LW5573  HISTORY     - 1988     MONUMENTED       RIGS
 LW5573  HISTORY     - 19890707 GOOD
 LW5573  HISTORY     - 20000721 GOOD             RIDT
 LW5573  HISTORY     - 20050118 GOOD             USPSQD
 LW5573
 LW5573                          STATION DESCRIPTION
 LW5573
 LW5573'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5573'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF NORTH SCITUATE
 LW5573'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY,
 LW5573'401 277-2814.
 LW5573'TO REACH FROM NORTH SCITUATE CENTER AT THE INTERSECTION OF STATE
 LW5573'HIGHWAY 116 AND U S HIGHWAY 6, GO WEST 1.6 KM (1.00 MI) ON HIGHWAY 6
 LW5573'TO A PAVED DRIVE ON THE RIGHT LEADING TO THE STATE POLICE COMPLEX,
 LW5573'TURN RIGHT AND GO NORTH ABOUT 21.0 M (68.9 FT) ALONG THE DRIVE TO THE
 LW5573'STATION ON THE RIGHT.
 LW5573'THE STATION IS A STANDARD RIGS SET INTO THE TOP OF A ROUND CONCRETE
 LW5573'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 46.2 M
 LW5573'(151.6 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A TWO STORY STONE
 LW5573'BUILDING, 26.0 M (85.3 FT) NORTH FROM THE CENTER OF HIGHWAY 6,
 LW5573'DANIELSON PIKE, 25.4 M (83.3 FT) WEST FROM THE FACE OF NE CO POLE 1
 LW5573'WITH TRANSFORMERS, 23.8 M (78.1 FT) NORTHEAST FROM NECO AND NET+T POLE
 LW5573'75, 12.0 M (39.4 FT) EAST FROM THE CENTER OF THE DRIVE LEADING NORTH.
 LW5573
 LW5573                          STATION RECOVERY (1989)
 LW5573
 LW5573'RECOVERED 1989
 LW5573'RECOVERED IN GOOD CONDITION.
 LW5573
 LW5573                          STATION RECOVERY (2000)
 LW5573
 LW5573'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW5573'THE STATION IS LOCATED IN SCITUATE, RI ABOUT 1.0 MI (1.6 KM) WEST OF
 LW5573'NORTH SCITUATE TOWN CENTER, 6.65 MI (10.70 KM) SOUTHEAST OF
 LW5573'CHEPACHED TOWN CENTER AND 6.65 MI (10.70 KM) NORTHEAST OF FOSTER
 LW5573'TOWN CENTER ON STATE RIGHT-OF-WAY.  TO REACH FROM NORTH
 LW5573'SCITUATE CENTER AT THE JUNCTION OF STATE HIGHWAY 116 AND U.S.
 LW5573'HIGHWAY 6, GO WEST ON U.S. HIGHWAY 6 FOR 1.0 MI (1.6 KM) TO A PAVED
 LW5573'ROAD ON THE RIGHT LEADING TO THE STATE POLICE COMPLEX.  TURN
 LW5573'RIGHT AND GO NORTH FOR ABOUT 21 M (68.9 FT) ALONG THE DRIVE TO THE
 LW5573'STATION ON THE RIGHT.  A STANDARD RIGS DISK SET IN THE TOP OF A 30 CM
 LW5573'DIAMETER CONCRETE POST FLUSH WITH THE GROUND.  IT IS, 46.2 M (151.6
 LW5573'FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A 2-STORY STONE
 LW5573'BUILDING, 26.0 M (85.3 FT) NORTH FROM THE CENTER OF U.S. HIGHWAY 6
 LW5573'(DANIELSON PIKE), 25.4 M (83.3 FT) WEST FROM THE FACE OF NECO POLE
 LW5573'NUMBER 1, 23.8 M (78.1 FT) NORTHEAST FROM NECO AND NET+T POLE
 LW5573'NUMBER 75 AND 12.0 M (39.4 FT) EAST FROM THE CENTER OF THE DRIVE
 LW5573'LEADING NORTH TO THE STATE POLICE COMPLEX. DESCRIBED BY TOM TAIT.
 LW5573'
 LW5573
 LW5573                          STATION RECOVERY (2005)
 LW5573
 LW5573'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW5573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5574 ***********************************************************************
 LW5574  DESIGNATION -  SC 008
 LW5574  PID         -  LW5574
 LW5574  STATE/COUNTY-  RI/PROVIDENCE
 LW5574  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5574
 LW5574                         *CURRENT SURVEY CONTROL
 LW5574  ___________________________________________________________________
 LW5574* NAD 83(1996)-  41 49 58.32093(N)    071 35 35.97064(W)     ADJUSTED  
 LW5574* NAVD 88     -        90.0    (meters)     295.     (feet)  VERTCON   
 LW5574  ___________________________________________________________________
 LW5574  X           -   1,502,840.440 (meters)                     COMP
 LW5574  Y           -  -4,515,948.450 (meters)                     COMP
 LW5574  Z           -   4,231,830.396 (meters)                     COMP
 LW5574  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 LW5574  ELLIP HEIGHT-          60.29  (meters)          (06/13/02) GPS OBS
 LW5574  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW5574
 LW5574  HORZ ORDER  -  THIRD
 LW5574  ELLP ORDER  -  FOURTH    CLASS II
 LW5574
 LW5574.The horizontal coordinates were established by GPS observations
 LW5574.and adjusted by the National Geodetic Survey in August 1998..
 LW5574
 LW5574.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5574
 LW5574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5574
 LW5574.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5574
 LW5574.The ellipsoidal height was determined by GPS observations
 LW5574.and is referenced to NAD 83.
 LW5574
 LW5574.The geoid height was determined by GEOID03.
 LW5574
 LW5574;                    North         East     Units Scale Factor Converg.
 LW5574;SPC RI       -    83,248.971    92,247.786   MT  0.99999449   -0 03 44.1
 LW5574;SPC RI       -   273,126.00    302,649.61   sFT  0.99999449   -0 03 44.1
 LW5574;UTM  19      - 4,634,471.457   284,657.644   MT  1.00017066   -1 43 49.1
 LW5574
 LW5574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5574!SPC RI       -   0.99999054  x   0.99999449  =   0.99998503
 LW5574!UTM  19      -   0.99999054  x   1.00017066  =   1.00016120
 LW5574
 LW5574:                Primary Azimuth Mark                     Grid Az
 LW5574:SPC RI       -  SC 009                                   005 01 18.4
 LW5574:UTM  19      -  SC 009                                   006 41 23.4
 LW5574
 LW5574|---------------------------------------------------------------------|
 LW5574| PID    Reference Object                     Distance      Geod. Az  |
 LW5574|                                                           dddmmss.s |
 LW5574| LW5575 SC 009                              APPROX. 0.7 KM 0045734.3 |
 LW5574| LW5573 SC 007                              APPROX. 1.0 KM 2615733.2 |
 LW5574|---------------------------------------------------------------------|
 LW5574
 LW5574                          SUPERSEDED SURVEY CONTROL
 LW5574
 LW5574  ELLIP H (08/17/98)   60.31   (m)                       GP(       ) 4 1
 LW5574  NAD 83(1996)-  41 49 58.32055(N)    071 35 35.97042(W) AD(       ) 3
 LW5574  NAD 83(1992)-  41 49 58.31970(N)    071 35 35.96984(W) AD(       ) 3
 LW5574  ELLIP H (01/17/96)   60.27   (m)                       GP(       ) 4 2
 LW5574  NAD 83(1992)-  41 49 58.31953(N)    071 35 35.97002(W) AD(       ) 3
 LW5574  NAD 83(1986)-  41 49 58.31949(N)    071 35 35.96888(W) AD(       ) 3
 LW5574  NGVD 29 (07/30/91)   90.2    (m)          296.     (f) GPS OBS        
 LW5574
 LW5574.Superseded values are not recommended for survey control.
 LW5574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5574.See file dsdata.txt to determine how the superseded data were derived.
 LW5574
 LW5574_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8465834471(NAD 83)
 LW5574_MARKER: DD = SURVEY DISK
 LW5574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5574_SP_SET: CONCRETE POST
 LW5574_STAMPING: SC 008 1988
 LW5574_MARK LOGO: RIGS  
 LW5574_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5574+STABILITY: SURFACE MOTION
 LW5574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5574+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LW5574
 LW5574  HISTORY     - Date     Condition        Report By
 LW5574  HISTORY     - 1988     MONUMENTED       RIGS
 LW5574  HISTORY     - 19890707 GOOD
 LW5574
 LW5574                          STATION DESCRIPTION
 LW5574
 LW5574'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5574'THE STATION IS LOCATED ABOUT 0.5 KM (0.30 MI) WEST OF NORTH SCITUATE.
 LW5574'OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY, 401
 LW5574'277-2814.
 LW5574'TO REACH FROM NORTH SCITUATE CENTER AT THE INTERSECTION OF STATE
 LW5574'HIGHWAY 116 AND U S HIGHWAY 6, GO WEST .5 KM (0.30 MI) ON HIGHWAY 6,
 LW5574'DANIELSON PIKE, TO THE STATION ON THE RIGHT.
 LW5574'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5574'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 9.35
 LW5574'M (30.7 FT) NORTH NORTHEAST FROM THE CENTER OF THE TWO TRAVEL LANES
 LW5574'FOR HIGHWAY 6, 7.3 M (24.0 FT) EAST FROM THE EAST END OF THE NORTH
 LW5574'WALL OF THE BRIDGE OVER A HORSESHOE SHAPED DAM, 4.0 M (13.1 FT) NORTH
 LW5574'NORTHWEST FROM THE FACE OF NE CO POLE 49, 1.0 M (3.3 FT) SOUTH
 LW5574'SOUTHEAST FROM A FIBERGLASS WITNESS POST, 0.75 M (2.5 FT) SOUTH
 LW5574'SOUTHWEST FROM THE FACE OF A ROCK FENCE.
 LW5574
 LW5574                          STATION RECOVERY (1989)
 LW5574
 LW5574'RECOVERED 1989
 LW5574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5575 ***********************************************************************
 LW5575  DESIGNATION -  SC 009
 LW5575  PID         -  LW5575
 LW5575  STATE/COUNTY-  RI/PROVIDENCE
 LW5575  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5575
 LW5575                         *CURRENT SURVEY CONTROL
 LW5575  ___________________________________________________________________
 LW5575* NAD 83(1996)-  41 50 19.80840(N)    071 35 33.47721(W)     ADJUSTED  
 LW5575* NAVD 88     -        89.0    (meters)     292.     (feet)  VERTCON   
 LW5575  ___________________________________________________________________
 LW5575  X           -   1,502,755.189 (meters)                     COMP
 LW5575  Y           -  -4,515,510.080 (meters)                     COMP
 LW5575  Z           -   4,232,323.736 (meters)                     COMP
 LW5575  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 LW5575  ELLIP HEIGHT-          59.39  (meters)          (06/13/02) GPS OBS
 LW5575  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW5575
 LW5575  HORZ ORDER  -  THIRD
 LW5575  ELLP ORDER  -  FOURTH    CLASS II
 LW5575
 LW5575.The horizontal coordinates were established by GPS observations
 LW5575.and adjusted by the National Geodetic Survey in August 1998..
 LW5575
 LW5575.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5575
 LW5575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5575
 LW5575.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5575
 LW5575.The ellipsoidal height was determined by GPS observations
 LW5575.and is referenced to NAD 83.
 LW5575
 LW5575.The geoid height was determined by GEOID03.
 LW5575
 LW5575;                    North         East     Units Scale Factor Converg.
 LW5575;SPC RI       -    83,911.854    92,306.035   MT  0.99999448   -0 03 42.4
 LW5575;SPC RI       -   275,300.81    302,840.72   sFT  0.99999448   -0 03 42.4
 LW5575;UTM  19      - 4,635,132.480   284,735.178   MT  1.00017025   -1 43 48.2
 LW5575
 LW5575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5575!SPC RI       -   0.99999069  x   0.99999448  =   0.99998517
 LW5575!UTM  19      -   0.99999069  x   1.00017025  =   1.00016093
 LW5575
 LW5575:                Primary Azimuth Mark                     Grid Az
 LW5575:SPC RI       -  SC 008                                   185 01 18.4
 LW5575:UTM  19      -  SC 008                                   186 41 24.2
 LW5575
 LW5575|---------------------------------------------------------------------|
 LW5575| PID    Reference Object                     Distance      Geod. Az  |
 LW5575|                                                           dddmmss.s |
 LW5575| LW5574 SC 008                              APPROX. 0.7 KM 1845736.0 |
 LW5575|---------------------------------------------------------------------|
 LW5575
 LW5575                          SUPERSEDED SURVEY CONTROL
 LW5575
 LW5575  ELLIP H (08/17/98)   59.41   (m)                       GP(       ) 4 1
 LW5575  NAD 83(1996)-  41 50 19.80801(N)    071 35 33.47699(W) AD(       ) 3
 LW5575  NAD 83(1992)-  41 50 19.80716(N)    071 35 33.47641(W) AD(       ) 3
 LW5575  ELLIP H (01/17/96)   59.37   (m)                       GP(       ) 4 2
 LW5575  NAD 83(1992)-  41 50 19.80699(N)    071 35 33.47658(W) AD(       ) 3
 LW5575  NAD 83(1986)-  41 50 19.80692(N)    071 35 33.47530(W) AD(       ) 3
 LW5575  NGVD 29 (07/30/91)   89.3    (m)          293.     (f) GPS OBS        
 LW5575
 LW5575.Superseded values are not recommended for survey control.
 LW5575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5575.See file dsdata.txt to determine how the superseded data were derived.
 LW5575
 LW5575_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8473535132(NAD 83)
 LW5575_MARKER: DD = SURVEY DISK
 LW5575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5575_SP_SET: CONCRETE POST
 LW5575_STAMPING: SC 009 1988
 LW5575_MARK LOGO: RIGS  
 LW5575_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5575+STABILITY: SURFACE MOTION
 LW5575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5575+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LW5575
 LW5575  HISTORY     - Date     Condition        Report By
 LW5575  HISTORY     - 1988     MONUMENTED       RIGS
 LW5575  HISTORY     - 19890707 GOOD
 LW5575
 LW5575                          STATION DESCRIPTION
 LW5575
 LW5575'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5575'THE STATION IS LOCATED ABOUT 0.9 KM (0.55 MI) NORTHWEST OF NORTH
 LW5575'SCITUATE CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5575'SURVEY, 401 277-2814.
 LW5575'TO REACH FROM NORTH SCITUATE CENTER AT THE INTERSECTION OF STATE
 LW5575'HIGHWAY 116 AND U.S. HIGHWAY 6, GO NORTH 0.65 KM (0.40 MI) ON HIGHWAY
 LW5575'116 TO ITS INTERSECTION WITH STATE HIGHWAY 101/U.S. HIGHWAY 6, TURN
 LW5575'LEFT AND GO WEST 0.7 KM (0.45 MI) ON HIGHWAY 101/HIGHWAY 6 TO THE
 LW5575'STATION ON THE LEFT.
 LW5575'THE STATION IS A STANDARD RIGS DISK AND SET INTO THE TOP OF A ROUND
 LW5575'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 7.0 M
 LW5575'(23.0 FT) SOUTH SOUTHWEST FROM THE CENTER 0F HIGHWAY 101/HIGHWAY 6,
 LW5575'7.0 M (23.0 FT) NORTHWEST FROM A 4 FT HIGH NO TRESPASSING SIGN POST,
 LW5575'1.35 M (4.4 FT) NORTH NORTHEAST FROM A FIBERGLASS WITNESS POST, 0.7 M
 LW5575'(2.3 FT) SOUTH SOUTHWEST FROM THE GUARDRAIL SOUTH OF THE HIGHWAY.
 LW5575
 LW5575                          STATION RECOVERY (1989)
 LW5575
 LW5575'RECOVERED 1989
 LW5575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2172 ***********************************************************************
 LW2172  DESIGNATION -  SCHERERS HOUSE NORTH CHIMNEY
 LW2172  PID         -  LW2172
 LW2172  STATE/COUNTY-  RI/NEWPORT
 LW2172  USGS QUAD   -  TIVERTON (1975)
 LW2172
 LW2172                         *CURRENT SURVEY CONTROL
 LW2172  ___________________________________________________________________
 LW2172* NAD 83(1996)-  41 31 02.72005(N)    071 11 40.82119(W)     ADJUSTED  
 LW2172* NAVD 88     -                                                        
 LW2172  ___________________________________________________________________
 LW2172  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 LW2172  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW2172
 LW2172  HORZ ORDER  -  THIRD
 LW2172
 LW2172.The horizontal coordinates were established by classical geodetic methods
 LW2172.and adjusted by the National Geodetic Survey in August 1998..
 LW2172
 LW2172
 LW2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2172
 LW2172.The geoid height was determined by GEOID03.
 LW2172
 LW2172;                    North         East     Units Scale Factor Converg.
 LW2172;SPC RI       -    48,254.504   125,486.694   MT  1.00000174   +0 12 08.6
 LW2172;SPC RI       -   158,314.99    411,700.93   sFT  1.00000174   +0 12 08.6
 LW2172;SPC MA M     -   807,515.822   225,487.679   MT  1.00003513   +0 12 18.3
 LW2172;SPC MA M     - 2,649,324.83    739,787.49   sFT  1.00003513   +0 12 18.3
 LW2172;UTM  19      - 4,598,523.858   316,870.134   MT  1.00001273   -1 27 18.5
 LW2172
 LW2172                          SUPERSEDED SURVEY CONTROL
 LW2172
 LW2172  NAD 83(1996)-  41 31 02.71995(N)    071 11 40.82087(W) AD(       ) 4
 LW2172  NAD 83(1992)-  41 31 02.71818(N)    071 11 40.82047(W) AD(       ) 4
 LW2172  NAD 83(1992)-  41 31 02.71796(N)    071 11 40.82024(W) AD(       ) 4
 LW2172  NAD 83(1986)-  41 31 02.71837(N)    071 11 40.81841(W) AD(       ) 4
 LW2172  NAD 27      -  41 31 02.34900(N)    071 11 42.65600(W) AD(       ) 3
 LW2172
 LW2172.Superseded values are not recommended for survey control.
 LW2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2172.See file dsdata.txt to determine how the superseded data were derived.
 LW2172
 LW2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1687098524(NAD 83)
 LW2172
 LW2172  HISTORY     - Date     Condition        Report By
 LW2172  HISTORY     - 1917     MONUMENTED       CGS
 LW2172  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2172  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2172
 LW2172                          STATION DESCRIPTION
 LW2172
 LW2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2172'THIS STATION IS LOST.  HOUSE HAS BEEN REBUILT.
 LW2172
 LW2172                          STATION RECOVERY (1935)
 LW2172
 LW2172'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2172'J.S. SCHERERS HOUSE IS ON THE W SIDE OF THE ROAD FROM TIVERTON
 LW2172'FOUR CORNER S TO SAKONNET POINT, ABOUT 2-1/2 MILES S OF THE TOWN
 LW2172'LINE BETWEEN TIVERTON AND LITTLE COMPTON.
 LW2172'
 LW2172'THE CARETAKER OF THE ESTATE SAYS THAT THE HOUSE HAS BEEN ALMOST
 LW2172'ENTIRELY REBUILT SINCE MR. SCHERER BOUGHT IS ABOUT 20 YEARS
 LW2172'AGO AND THAT ALL OF THE PRESENT CHIMNEYS ARE NEW, AND THAT HE
 LW2172'DOES NOT THINK THAT THEY WERE LAID UP IN THE SAME LOCATIONS AS
 LW2172'THE OLD CHIMNEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1266 ***********************************************************************
 LW1266  DESIGNATION -  SCITUATE
 LW1266  PID         -  LW1266
 LW1266  STATE/COUNTY-  RI/PROVIDENCE
 LW1266  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1266
 LW1266                         *CURRENT SURVEY CONTROL
 LW1266  ___________________________________________________________________
 LW1266* NAD 83(1996)-  41 50 25.95187(N)    071 36 02.50949(W)     ADJUSTED  
 LW1266* NAVD 88     -        92.583  (meters)     303.75   (feet)  ADJUSTED  
 LW1266  ___________________________________________________________________
 LW1266  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 LW1266  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW1266  DYNAMIC HT  -          92.552 (meters)     303.65  (feet)  COMP
 LW1266  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LW1266
 LW1266  HORZ ORDER  -  FIRST
 LW1266  VERT ORDER  -  SECOND    CLASS 0
 LW1266
 LW1266.The horizontal coordinates were established by classical geodetic methods
 LW1266.and adjusted by the National Geodetic Survey in August 1998..
 LW1266
 LW1266.The orthometric height was determined by differential leveling
 LW1266.and adjusted by the National Geodetic Survey in June 1991..
 LW1266
 LW1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1266
 LW1266.The geoid height was determined by GEOID03.
 LW1266
 LW1266.The dynamic height is computed by dividing the NAVD 88
 LW1266.geopotential number by the normal gravity value computed on the
 LW1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1266.degrees latitude (g = 980.6199 gals.).
 LW1266
 LW1266.The modeled gravity was interpolated from observed gravity values.
 LW1266
 LW1266;                    North         East     Units Scale Factor Converg.
 LW1266;SPC RI       -    84,102.150    91,636.426   MT  0.99999461   -0 04 01.8
 LW1266;SPC RI       -   275,925.14    300,643.84   sFT  0.99999461   -0 04 01.8
 LW1266;UTM  19      - 4,635,342.226   284,071.276   MT  1.00017378   -1 44 07.8
 LW1266
 LW1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1266!SPC RI       -   0.99999014  x   0.99999461  =   0.99998475
 LW1266!UTM  19      -   0.99999014  x   1.00017378  =   1.00016392
 LW1266
 LW1266|---------------------------------------------------------------------|
 LW1266| PID    Reference Object                     Distance      Geod. Az  |
 LW1266|                                                           dddmmss.s |
 LW1266| LW1265 SCITUATE RM 1                        20.240 METERS 11138     |
 LW1266| LW3501 NORTH SCITUATE CONG CH SPIRE        APPROX. 1.3 KM 1203519.5 |
 LW1266| LW3500 TOURTELLOT                          APPROX. 1.6 KM 2365721.0 |
 LW1266| LW1267 SCITUATE RM 2                        20.549 METERS 25233     |
 LW1266| LW1268 SCITUATE RM 3                       155.005 METERS 25801     |
 LW1266|---------------------------------------------------------------------|
 LW1266
 LW1266                          SUPERSEDED SURVEY CONTROL
 LW1266
 LW1266  NAD 83(1996)-  41 50 25.95149(N)    071 36 02.50927(W) AD(       ) 1
 LW1266  NAD 83(1992)-  41 50 25.95060(N)    071 36 02.50853(W) AD(       ) 1
 LW1266  NAD 83(1992)-  41 50 25.95043(N)    071 36 02.50870(W) AD(       ) 1
 LW1266  NAD 83(1986)-  41 50 25.95033(N)    071 36 02.50697(W) AD(       ) 1
 LW1266  NAD 27      -  41 50 25.59216(N)    071 36 04.27703(W) AD(       ) 1
 LW1266  NGVD 29 (??/??/92)   92.830  (m)          304.56   (f) ADJ UNCH    2 0
 LW1266
 LW1266.Superseded values are not recommended for survey control.
 LW1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1266.See file dsdata.txt to determine how the superseded data were derived.
 LW1266
 LW1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8407135342(NAD 83)
 LW1266_MARKER: DS = TRIANGULATION STATION DISK
 LW1266_SETTING: 66 = SET IN ROCK OUTCROP
 LW1266_SP_SET: ROCK OUTCROP
 LW1266_STAMPING: SCITUATE 1968
 LW1266_MARK LOGO: CGS   
 LW1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1266+STABILITY: POSITION/ELEVATION WELL
 LW1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1266+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LW1266
 LW1266  HISTORY     - Date     Condition        Report By
 LW1266  HISTORY     - 1968     MONUMENTED       CGS
 LW1266  HISTORY     - 1969     GOOD             NGS
 LW1266  HISTORY     - 1979     GOOD             NGS
 LW1266  HISTORY     - 1987     GOOD             USPSQD
 LW1266  HISTORY     - 1988     GOOD             RIGS
 LW1266  HISTORY     - 19890707 GOOD             RIGS
 LW1266
 LW1266                          STATION DESCRIPTION
 LW1266
 LW1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1266'STATION IS LOCATED ABOUT 9 MILES WEST OF CENTER OF DOWNTOWN
 LW1266'PROVIDENCE, 3 MILES SOUTHWEST OF GREENVILLE, 3/4 MILE NORTHWEST OF
 LW1266'NORTH SCITUATE AND ON PROPERTY OWNED BY THE PROVIDENCE WATER
 LW1266'COMPANY.
 LW1266'
 LW1266'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LW1266'STATE HIGHWAY 116 ABOUT 0.5 MILE NORTH OF NORTH SCITUATE, GO WEST
 LW1266'ON U.S. HIGHWAY 6 FOR 0.85 MILE TO A STEEL GATE ON RIGHT.  CONTINUE
 LW1266'WEST ON U.S. HIGHWAY 6 FOR 0.05 MILE TO STATION ON RIGHT AS
 LW1266'DESCRIBED.
 LW1266'
 LW1266'STATION MARK, STAMPED SCITUATE 1968, IS CEMENTED IN TOP OF A 3 BY
 LW1266'4 FOOT FLAT BOULDER WHICH IS SET FLUSH WITH THE GROUND.  IT IS
 LW1266'143.5 FEET WEST-NORTHWEST OF CENTER OF STEEL GATE, 73.5 FEET
 LW1266'NORTH OF CENTER OF U.S. HIGHWAY 6, 32.5 FEET NORTH OF FENCE
 LW1266'LINE, 28 FEET SOUTHWEST OF A 15-INCH TRIANGLE BLAZED PINE TREE
 LW1266'AND 2 FEET SOUTHWEST OF A WITNESS POST.
 LW1266'
 LW1266'RM 1, STAMPED SCITUATE NO 1 1968, PROJECTS ABOUT 5 INCHES.  IT
 LW1266'IS 80 FEET NORTHWEST OF CENTER OF STEEL GATE, 60 FEET NORTH OF
 LW1266'CENTER OF U.S. HIGHWAY 6, 19 FEET NORTH OF FENCE LINE AND 2.5
 LW1266'FEET NORTHEAST OF A METAL WITNESS POST.
 LW1266'
 LW1266'RM 2, STAMPED SCITUATE NO 2 1968, IS SET IN TOP OF A SMALL ROUND
 LW1266'BOULDER WHICH PROJECTS ABOUT 4 INCHES.  IT IS 44 FEET NORTH OF
 LW1266'CENTER OF U.S. HIGHWAY 6, 12.5 FEET SOUTHEAST OF A 15-INCH
 LW1266'TRIANGLE BLAZED PINE TREE AND 2.9 FEET NORTH OF A METAL WITNESS
 LW1266'POST AND FENCE.
 LW1266'
 LW1266'RM 3, STAMPED SCITUATE NO 3 1968, IS SET IN THE TOP OF A CONCRETE
 LW1266'CYLINDER WHICH PROJECTS ABOUT 6 INCHES.  IT IS 38.5 FEET SOUTH OF
 LW1266'CENTER OF U.S. HIGHWAY 6, 18 FEET EAST OF THE SOUTHEAST CORNER
 LW1266'OF BRIDGE, 1.6 FEET EAST OF WITNESS POST AND 1 FOOT NORTH OF
 LW1266'FENCE.
 LW1266'
 LW1266'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW1266
 LW1266                          STATION RECOVERY (1969)
 LW1266
 LW1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1266'1.2 MI NW FROM NORTH SCITUATE.
 LW1266'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1266'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 0.8 MILE WEST ALONG
 LW1266'U.S. HIGHWAY 6, ABOUT 0.1 MILE EAST OF THE EAST END OF AN 85-FOOT
 LW1266'CONCRETE PEEPTOAD BROOK BRIDGE OVER THE SCITATE RESERVOIR, AT THE
 LW1266'OUTSIDE OF A SLIGHT CURVE, ON THE TOP OF A 6 FOOT HIGH CUT, SET
 LW1266'IN THE TOP OF A FLAT ROCK WHICH IS 4 FEET ACROSS AND FLUSH WITH
 LW1266'THE GROUND, 75 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LW1266'143 1/2 FEET NORTHWEST OF A STEEL GATE IN FENCE LINE, 32 1/2
 LW1266'FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, 29 FEET SOUTHWEST
 LW1266'OF A 12-INCH PINE TREE WITH A TRIANGULAR BLAZE, AND ABOUT 6 FEET
 LW1266'ABOVE THE LEVEL OF THE HIGHWAY.
 LW1266
 LW1266                          STATION RECOVERY (1979)
 LW1266
 LW1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW1266'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 LW1266'CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE FOR RECOVERING THE
 LW1266'STATION.
 LW1266
 LW1266                          STATION RECOVERY (1987)
 LW1266
 LW1266'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1266'RECOVERED IN GOOD CONDITION.
 LW1266
 LW1266                          STATION RECOVERY (1988)
 LW1266
 LW1266'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988 (GEC)
 LW1266'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW1266'
 LW1266'RECOVERED BY THE RHODE ISLANDF GEODETIC SURVEY.
 LW1266
 LW1266                          STATION RECOVERY (1989)
 LW1266
 LW1266'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1265 ***********************************************************************
 LW1265  DESIGNATION -  SCITUATE RM 1
 LW1265  PID         -  LW1265
 LW1265  STATE/COUNTY-  RI/PROVIDENCE
 LW1265  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1265
 LW1265                         *CURRENT SURVEY CONTROL
 LW1265  ___________________________________________________________________
 LW1265* NAD 83(1986)-  41 50 25.     (N)    071 36 02.     (W)     SCALED    
 LW1265* NAVD 88     -        92.352  (meters)     302.99   (feet)  ADJUSTED  
 LW1265  ___________________________________________________________________
 LW1265  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW1265  DYNAMIC HT  -          92.321 (meters)     302.89  (feet)  COMP
 LW1265  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LW1265
 LW1265  VERT ORDER  -  SECOND    CLASS 0
 LW1265
 LW1265.The horizontal coordinates were scaled from a topographic map and have
 LW1265.an estimated accuracy of +/- 6 seconds.
 LW1265
 LW1265.The orthometric height was determined by differential leveling
 LW1265.and adjusted by the National Geodetic Survey in June 1991..
 LW1265
 LW1265.The geoid height was determined by GEOID03.
 LW1265
 LW1265.The dynamic height is computed by dividing the NAVD 88
 LW1265.geopotential number by the normal gravity value computed on the
 LW1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1265.degrees latitude (g = 980.6199 gals.).
 LW1265
 LW1265.The modeled gravity was interpolated from observed gravity values.
 LW1265
 LW1265;                    North         East    Units  Estimated Accuracy
 LW1265;SPC RI       -    84,070.       91,650.      MT  (+/- 180 meters Scaled)
 LW1265
 LW1265                          SUPERSEDED SURVEY CONTROL
 LW1265
 LW1265  NGVD 29 (??/??/92)   92.599  (m)          303.80   (f) ADJ UNCH    2 0
 LW1265
 LW1265.Superseded values are not recommended for survey control.
 LW1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1265.See file dsdata.txt to determine how the superseded data were derived.
 LW1265
 LW1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG840353(NAD 83)
 LW1265_MARKER: DR = REFERENCE MARK DISK
 LW1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1265_STAMPING: SCITUATE NO 1 1968
 LW1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1265+STABILITY: SURFACE MOTION
 LW1265
 LW1265  HISTORY     - Date     Condition        Report By
 LW1265  HISTORY     - 1968     MONUMENTED       CGS
 LW1265  HISTORY     - 1969     GOOD             NGS
 LW1265  HISTORY     - 1987     GOOD             USPSQD
 LW1265
 LW1265                          STATION DESCRIPTION
 LW1265
 LW1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1265'1.2 MI NW FROM NORTH SCITUATE.
 LW1265'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1265'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 0.8 MILE WEST ALONG
 LW1265'U.S. HIGHWAY 6, 66.4 FEET SOUTHEAST OF THE STATION MARK DESCRIBED,
 LW1265'74 FEET NORTHWEST OF A LARGE SQUARE CONCRETE FENCE POST AT THE
 LW1265'WEST END OF A GATE, 60 FEET NORTH OF THE CENTER LINE OF THE
 LW1265'HIGHWAY, 19 FEET NORTH OF A FENCE LINE, 2.5 FEET EAST OF A METAL
 LW1265'WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 LW1265'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL
 LW1265'OF THE GROUND.
 LW1265
 LW1265                          STATION RECOVERY (1987)
 LW1265
 LW1265'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1267 ***********************************************************************
 LW1267  DESIGNATION -  SCITUATE RM 2
 LW1267  PID         -  LW1267
 LW1267  STATE/COUNTY-  RI/PROVIDENCE
 LW1267  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1267
 LW1267                         *CURRENT SURVEY CONTROL
 LW1267  ___________________________________________________________________
 LW1267* NAD 83(1986)-  41 50 25.     (N)    071 36 02.     (W)     SCALED    
 LW1267* NAVD 88     -        92.630  (meters)     303.90   (feet)  ADJUSTED  
 LW1267  ___________________________________________________________________
 LW1267  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW1267  DYNAMIC HT  -          92.598 (meters)     303.80  (feet)  COMP
 LW1267  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LW1267
 LW1267  VERT ORDER  -  SECOND    CLASS 0
 LW1267
 LW1267.The horizontal coordinates were scaled from a topographic map and have
 LW1267.an estimated accuracy of +/- 6 seconds.
 LW1267
 LW1267.The orthometric height was determined by differential leveling
 LW1267.and adjusted by the National Geodetic Survey in June 1991..
 LW1267
 LW1267.The geoid height was determined by GEOID03.
 LW1267
 LW1267.The dynamic height is computed by dividing the NAVD 88
 LW1267.geopotential number by the normal gravity value computed on the
 LW1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1267.degrees latitude (g = 980.6199 gals.).
 LW1267
 LW1267.The modeled gravity was interpolated from observed gravity values.
 LW1267
 LW1267;                    North         East    Units  Estimated Accuracy
 LW1267;SPC RI       -    84,070.       91,650.      MT  (+/- 180 meters Scaled)
 LW1267
 LW1267                          SUPERSEDED SURVEY CONTROL
 LW1267
 LW1267  NGVD 29 (??/??/92)   92.877  (m)          304.71   (f) ADJ UNCH    2 0
 LW1267
 LW1267.Superseded values are not recommended for survey control.
 LW1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1267.See file dsdata.txt to determine how the superseded data were derived.
 LW1267
 LW1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG840353(NAD 83)
 LW1267_MARKER: DR = REFERENCE MARK DISK
 LW1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1267_SP_SET: STONE POST
 LW1267_STAMPING: SCITUATE NO 2 1968
 LW1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1267+STABILITY: SURFACE MOTION
 LW1267
 LW1267  HISTORY     - Date     Condition        Report By
 LW1267  HISTORY     - 1968     MONUMENTED       CGS
 LW1267  HISTORY     - 1969     GOOD             NGS
 LW1267  HISTORY     - 1987     GOOD             USPSQD
 LW1267
 LW1267                          STATION DESCRIPTION
 LW1267
 LW1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1267'1.2 MI NW FROM NORTH SCITUATE.
 LW1267'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1267'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 0.8 MILE WEST ALONG
 LW1267'U.S. HIGHWAY 6, 67.4 FEET WEST OF THE STATION MARK DESCRIBED,
 LW1267'46 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 12 1/2 FEET
 LW1267'SOUTHEAST OF A 12 INCH PINE TREE WITH A BLAZE, 3 FEET NORTH OF THE
 LW1267'RIGHT-OF-WAY FENCE LINE, 2.9 FEET NORTH OF A METAL WITNESS POST,
 LW1267'SET IN THE TOP OF A SMALL STONE POST 6 FEET ABOVE THE LEVEL OF
 LW1267'THE HIGHWAY AND PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1267'NOTE-- THE DISK IS SET IN A RIGHT-OF-WAY POST.
 LW1267
 LW1267                          STATION RECOVERY (1987)
 LW1267
 LW1267'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1268 ***********************************************************************
 LW1268  DESIGNATION -  SCITUATE RM 3
 LW1268  PID         -  LW1268
 LW1268  STATE/COUNTY-  RI/PROVIDENCE
 LW1268  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1268
 LW1268                         *CURRENT SURVEY CONTROL
 LW1268  ___________________________________________________________________
 LW1268* NAD 83(1996)-  41 50 24.90815(N)    071 36 09.08135(W)     ADJUSTED  
 LW1268* NAVD 88     -        88.880  (meters)     291.60   (feet)  ADJUSTED  
 LW1268  ___________________________________________________________________
 LW1268  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 LW1268  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW1268  DYNAMIC HT  -          88.849 (meters)     291.50  (feet)  COMP
 LW1268  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LW1268
 LW1268  HORZ ORDER  -  SECOND
 LW1268  VERT ORDER  -  SECOND    CLASS 0
 LW1268
 LW1268.The horizontal coordinates were established by classical geodetic methods
 LW1268.and adjusted by the National Geodetic Survey in August 1998..
 LW1268
 LW1268.The orthometric height was determined by differential leveling
 LW1268.and adjusted by the National Geodetic Survey in June 1991..
 LW1268
 LW1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1268
 LW1268.The geoid height was determined by GEOID03.
 LW1268
 LW1268.The dynamic height is computed by dividing the NAVD 88
 LW1268.geopotential number by the normal gravity value computed on the
 LW1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1268.degrees latitude (g = 980.6199 gals.).
 LW1268
 LW1268.The modeled gravity was interpolated from observed gravity values.
 LW1268
 LW1268;                    North         East     Units Scale Factor Converg.
 LW1268;SPC RI       -    84,070.127    91,484.766   MT  0.99999464   -0 04 06.2
 LW1268;SPC RI       -   275,820.07    300,146.27   sFT  0.99999464   -0 04 06.2
 LW1268;UTM  19      - 4,635,314.628   283,918.720   MT  1.00017459   -1 44 12.1
 LW1268
 LW1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1268!SPC RI       -   0.99999072  x   0.99999464  =   0.99998536
 LW1268!UTM  19      -   0.99999072  x   1.00017459  =   1.00016531
 LW1268
 LW1268                          SUPERSEDED SURVEY CONTROL
 LW1268
 LW1268  NAD 83(1996)-  41 50 24.90777(N)    071 36 09.08114(W) AD(       ) 2
 LW1268  NAD 83(1992)-  41 50 24.90688(N)    071 36 09.08039(W) AD(       ) 2
 LW1268  NAD 83(1992)-  41 50 24.90671(N)    071 36 09.08057(W) AD(       ) 2
 LW1268  NAD 83(1986)-  41 50 24.90660(N)    071 36 09.07902(W) AD(       ) 2
 LW1268  NGVD 29 (??/??/92)   89.127  (m)          292.41   (f) ADJ UNCH    2 0
 LW1268
 LW1268.Superseded values are not recommended for survey control.
 LW1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1268.See file dsdata.txt to determine how the superseded data were derived.
 LW1268
 LW1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8391935315(NAD 83)
 LW1268_MARKER: DR = REFERENCE MARK DISK
 LW1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1268_SP_SET: CONCRETE POST
 LW1268_STAMPING: SCITUATE NO 3 1968
 LW1268_MARK LOGO: CGS   
 LW1268_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1268+STABILITY: SURFACE MOTION
 LW1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1268+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 LW1268
 LW1268  HISTORY     - Date     Condition        Report By
 LW1268  HISTORY     - 1968     MONUMENTED       CGS
 LW1268  HISTORY     - 1969     GOOD             NGS
 LW1268  HISTORY     - 1987     GOOD             USPSQD
 LW1268  HISTORY     - 19890707 GOOD             RIGS
 LW1268  HISTORY     - 20030625 GOOD             INDIV
 LW1268
 LW1268                          STATION DESCRIPTION
 LW1268
 LW1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1268'1.3 MI NW FROM NORTH SCITUATE.
 LW1268'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 116 FROM THE INTERSECTION
 LW1268'OF DANIELSON PIKE AT NORTH SCITUATE, THENCE 0.9 MILE WEST ALONG
 LW1268'U.S. HIGHWAY 6, 508.7 FEET WEST OF THE STATION MARK, 38.7 FEET
 LW1268'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET EAST OF THE
 LW1268'EAST END OF THE SOUTH CONCRETE GUARD RAIL OF AN 85-FOOT CONCRETE
 LW1268'BRIDGE (PEEPTOAD BROOK BRIDGE) OVER SCITUATE RESERVOIR, 1 FOOT
 LW1268'NORTH OF THE RIGHT-OF-WAY FENCE LINE, 1.7 FEET EAST OF A METAL
 LW1268'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LW1268'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 LW1268'GROUND.
 LW1268
 LW1268                          STATION RECOVERY (1987)
 LW1268
 LW1268'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1268'RECOVERED IN GOOD CONDITION.
 LW1268
 LW1268                          STATION RECOVERY (1989)
 LW1268
 LW1268'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1268'RECOVERED IN GOOD CONDITION.
 LW1268
 LW1268                          STATION RECOVERY (2003)
 LW1268
 LW1268'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JAD)
 LW1268'GPS NO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2406 ***********************************************************************
 LW2406  DESIGNATION -  SEAL 1912
 LW2406  PID         -  LW2406
 LW2406  STATE/COUNTY-  RI/NEWPORT
 LW2406  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2406
 LW2406                         *CURRENT SURVEY CONTROL
 LW2406  ___________________________________________________________________
 LW2406* NAD 83(1996)-  41 35 52.74828(N)    071 22 21.66310(W)     ADJUSTED  
 LW2406* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW2406  ___________________________________________________________________
 LW2406  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 LW2406  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW2406
 LW2406  HORZ ORDER  -  THIRD
 LW2406
 LW2406.The horizontal coordinates were established by classical geodetic methods
 LW2406.and adjusted by the National Geodetic Survey in August 1998..
 LW2406
 LW2406.The orthometric height was scaled from a topographic map.
 LW2406
 LW2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2406
 LW2406.The geoid height was determined by GEOID03.
 LW2406
 LW2406;                    North         East     Units Scale Factor Converg.
 LW2406;SPC RI       -    57,165.013   110,614.278   MT  0.99999514   +0 05 04.3
 LW2406;SPC RI       -   187,548.88    362,907.01   sFT  0.99999514   +0 05 04.3
 LW2406;UTM  19      - 4,607,861.629   302,261.192   MT  1.00008120   -1 34 32.6
 LW2406
 LW2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2406!SPC RI       -   1.00000426  x   0.99999514  =   0.99999940
 LW2406!UTM  19      -   1.00000426  x   1.00008120  =   1.00008546
 LW2406
 LW2406:                Primary Azimuth Mark                     Grid Az
 LW2406:SPC RI       -  CONANICUT LIGHTHOUSE                     178 12 25.5
 LW2406:UTM  19      -  CONANICUT LIGHTHOUSE                     179 52 02.4
 LW2406
 LW2406|---------------------------------------------------------------------|
 LW2406| PID    Reference Object                     Distance      Geod. Az  |
 LW2406|                                                           dddmmss.s |
 LW2406| LW2426 CONANICUT LIGHTHOUSE                APPROX. 2.7 KM 1781729.8 |
 LW2406|---------------------------------------------------------------------|
 LW2406
 LW2406                          SUPERSEDED SURVEY CONTROL
 LW2406
 LW2406  NAD 83(1996)-  41 35 52.74787(N)    071 22 21.66272(W) AD(       ) 3
 LW2406  NAD 83(1992)-  41 35 52.74667(N)    071 22 21.66229(W) AD(       ) 3
 LW2406  NAD 83(1992)-  41 35 52.74617(N)    071 22 21.66215(W) AD(       ) 3
 LW2406  NAD 83(1986)-  41 35 52.74631(N)    071 22 21.66095(W) AD(       ) 3
 LW2406  NAD 27      -  41 35 52.36000(N)    071 22 23.49900(W) AD(       ) 3
 LW2406
 LW2406.Superseded values are not recommended for survey control.
 LW2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2406.See file dsdata.txt to determine how the superseded data were derived.
 LW2406
 LW2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0226107862(NAD 83)
 LW2406
 LW2406  HISTORY     - Date     Condition        Report By
 LW2406  HISTORY     - 1912     MONUMENTED       CGS
 LW2406  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2406  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2406
 LW2406                          STATION DESCRIPTION
 LW2406
 LW2406'DESCRIBED BY US ENGINEERS 1916
 LW2406'STATION IS ON THE SW POINT OF HOPE ISLAND, ABOUT 1-5/8 MILES NNE
 LW2406'OF CONANICUT LIGHTHOUSE, AND 1-1/8 MILES E BY N OF QUONSETT
 LW2406'POINT.  THE STATION IS MARKED BY A 3/4-INCH BRASS PIPE EMBEDDED IN
 LW2406'CEMENT IN A CREVICE BETWEEN TWO ROCKS AND 3 INCHES BELOW
 LW2406'THE SURFACE OF THE GROUND.  FOUR REFERENCE MARKS, EACH A DRILL
 LW2406'HOLE IN A ROCK ARE LOCATED, RESPECTIVELY, 42.61 METERS (139.8
 LW2406'FEET) S BY W, 6.13 METERS (20.1 FEET) W, 8.23 METERS (27.0
 LW2406'FEET) E BY N, AND 12.53 METERS (41.1 FEET) S BY E, FROM THE
 LW2406'STATION.
 LW2406
 LW2406                          STATION RECOVERY (1956)
 LW2406
 LW2406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2406'A THOROUGH SEARCH WAS MADE BY A TWO-MAN PARTY.  NEITHER THE
 LW2406'STATION NOR THE REFERENCE MARKS COULD BE FOUND.  IT IS BELIEVED
 LW2406'THAT THEY ARE LOST DUE TO THE CONSTRUCTION OF A BUNKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3135 ***********************************************************************
 LW3135  DESIGNATION -  SEARLES FLAGSTAFF
 LW3135  PID         -  LW3135
 LW3135  STATE/COUNTY-  RI/WASHINGTON
 LW3135  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3135
 LW3135                         *CURRENT SURVEY CONTROL
 LW3135  ___________________________________________________________________
 LW3135* NAD 83(1996)-  41 12 07.96391(N)    071 33 44.97513(W)     ADJUSTED  
 LW3135* NAVD 88     -                                                        
 LW3135  ___________________________________________________________________
 LW3135  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 LW3135  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LW3135
 LW3135  HORZ ORDER  -  THIRD
 LW3135
 LW3135.The horizontal coordinates were established by classical geodetic methods
 LW3135.and adjusted by the National Geodetic Survey in August 1998..
 LW3135
 LW3135
 LW3135.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3135
 LW3135.The geoid height was determined by GEOID03.
 LW3135
 LW3135;                    North         East     Units Scale Factor Converg.
 LW3135;SPC RI       -    13,204.091    94,758.267   MT  0.99999409   -0 02 28.2
 LW3135;SPC RI       -    43,320.42    310,886.08   sFT  0.99999409   -0 02 28.2
 LW3135;UTM  19      - 4,564,370.991   285,140.796   MT  1.00016819   -1 41 19.0
 LW3135
 LW3135                          SUPERSEDED SURVEY CONTROL
 LW3135
 LW3135  NAD 83(1996)-  41 12 07.96212(N)    071 33 44.97387(W) AD(       ) 4
 LW3135  NAD 83(1992)-  41 12 07.96208(N)    071 33 44.97394(W) AD(       ) 4
 LW3135  NAD 83(1992)-  41 12 07.96126(N)    071 33 44.97456(W) AD(       ) 4
 LW3135  NAD 83(1986)-  41 12 07.96356(N)    071 33 44.97065(W) AD(       ) 4
 LW3135  NAD 27      -  41 12 07.58500(N)    071 33 46.77500(W) AD(       ) 3
 LW3135
 LW3135.Superseded values are not recommended for survey control.
 LW3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3135.See file dsdata.txt to determine how the superseded data were derived.
 LW3135
 LW3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8514164371(NAD 83)
 LW3135_MARKER: 83 = FLAGSTAFF
 LW3135
 LW3135  HISTORY     - Date     Condition        Report By
 LW3135  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3135  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW3135
 LW3135                          STATION DESCRIPTION
 LW3135
 LW3135'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3092 ***********************************************************************
 LW3092  DESIGNATION -  SHANNOCK
 LW3092  PID         -  LW3092
 LW3092  STATE/COUNTY-  RI/WASHINGTON
 LW3092  USGS QUAD   -  CAROLINA (1970)
 LW3092
 LW3092                         *CURRENT SURVEY CONTROL
 LW3092  ___________________________________________________________________
 LW3092* NAD 83(1996)-  41 27 44.58427(N)    071 38 18.46871(W)     ADJUSTED  
 LW3092* NAVD 88     -        87.5    (meters)     287.     (feet)  VERTCON   
 LW3092  ___________________________________________________________________
 LW3092  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 LW3092  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW3092
 LW3092  HORZ ORDER  -  FIRST
 LW3092
 LW3092.The horizontal coordinates were established by classical geodetic methods
 LW3092.and adjusted by the National Geodetic Survey in August 1998..
 LW3092
 LW3092.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3092
 LW3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3092
 LW3092.The geoid height was determined by GEOID03.
 LW3092
 LW3092;                    North         East     Units Scale Factor Converg.
 LW3092;SPC RI       -    42,106.108    88,432.209   MT  0.99999540   -0 05 30.1
 LW3092;SPC RI       -   138,143.12    290,131.34   sFT  0.99999540   -0 05 30.1
 LW3092;UTM  19      - 4,593,448.813   279,649.411   MT  1.00019757   -1 44 51.7
 LW3092
 LW3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3092!SPC RI       -   0.99999104  x   0.99999540  =   0.99998644
 LW3092!UTM  19      -   0.99999104  x   1.00019757  =   1.00018860
 LW3092
 LW3092|---------------------------------------------------------------------|
 LW3092| PID    Reference Object                     Distance      Geod. Az  |
 LW3092|                                                           dddmmss.s |
 LW3092| CB8524 SHANNOCK RM 1                        24.588 METERS 03039     |
 LW3092| CB8526 SHANNOCK RM 3                        65.172 METERS 04903     |
 LW3092| LW3031 KINGSTON UNIV OF RI TANK            APPROX. 9.8 KM 0731637.7 |
 LW3092| LW3010 KINGSTON CONG CH SPIRE              APPROX. 9.6 KM 0780653.4 |
 LW3092| LW3088 SHANNOCK FIRE TOWER                  34.306 METERS 10727     |
 LW3092| LW3089 KENYON PIECE DYEWORKS INC TANK      APPROX. 2.0 KM 1491846.7 |
 LW3092| CB8525 SHANNOCK RM 2                        21.942 METERS 15847     |
 LW3092| LW3083 WOOD R JCT SUN CHEM CORP TANK       APPROX. 4.9 KM 2370430.7 |
 LW3092| LW3087 ALTON CHARBERT INC TANK             APPROX. 7.5 KM 2473318.9 |
 LW3092| LW3254 CHAMPLIN 2                          APPROX.12.1 KM 2833117.0 |
 LW3092|---------------------------------------------------------------------|
 LW3092
 LW3092                          SUPERSEDED SURVEY CONTROL
 LW3092
 LW3092  NAD 83(1992)-  41 27 44.58294(N)    071 38 18.46794(W) AD(       ) 1
 LW3092  NAD 83(1986)-  41 27 44.58174(N)    071 38 18.46813(W) AD(       ) 1
 LW3092  NAD 27      -  41 27 44.22054(N)    071 38 20.23813(W) AD(       ) 1
 LW3092  NGVD 29 (07/19/86)   87.8    (m)          288.     (f) VERT ANG       
 LW3092
 LW3092.Superseded values are not recommended for survey control.
 LW3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3092.See file dsdata.txt to determine how the superseded data were derived.
 LW3092
 LW3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7964993449(NAD 83)
 LW3092_MARKER: DS = TRIANGULATION STATION DISK
 LW3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3092+STABILITY: SURFACE MOTION
 LW3092
 LW3092  HISTORY     - Date     Condition        Report By
 LW3092  HISTORY     - 1969     MONUMENTED       CGS
 LW3092  HISTORY     - 1984     GOOD             USPSQD
 LW3092  HISTORY     - 1989     GOOD             USPSQD
 LW3092  HISTORY     - 1989     GOOD             USPSQD
 LW3092  HISTORY     - 20010815 GOOD             USPSQD
 LW3092
 LW3092                          STATION DESCRIPTION
 LW3092
 LW3092'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3092'STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF WESTERLY, 5 MILES
 LW3092'SOUTHEAST OF HOPE VALLEY, 1-1/2 MILES NORTHEAST OF CAROLINA, 1
 LW3092'MILE NORTH OF SHANNOCK AND ON PROPERTY OWNED BY THE STATE OF
 LW3092'RHODE ISLAND AT THE SHANNOCK FIRE TOWER SITE.
 LW3092'
 LW3092'TO REACH THE STATION FROM THE POST OFFICE IN CAROLINA, GO EAST
 LW3092'ON STATE HIGHWAY 91 FOR 0.1 MILE TO THE JUNCTION OF STATE
 LW3092'HIGHWAY 112.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 112 FOR
 LW3092'0.8 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTHEAST AND THEN
 LW3092'NORTHEAST ON SHANNOCK HILL ROAD FOR 1.45 MILES TO A SIDE ROAD
 LW3092'RIGHT.  TURN RIGHT AND GO SOUTHEAST AND SOUTH ON GRAVELED ROAD
 LW3092'FOR 0.15 MILE TO THE SHANNOCK FIRE TOWER AND STATION AS
 LW3092'DESCRIBED.
 LW3092'
 LW3092'ALL MARKS ARE STANDARD DISKS.
 LW3092'
 LW3092'STATION MARK, STAMPED SHANNOCK 1969, PROJECTS ABOUT 3
 LW3092'INCHES.  IT IS SET IN A ROUND CONCRETE POST, 107 FEET NORTHWEST OF
 LW3092'THE SOUTHWEST LEG OF FIRE TOWER, 97 FEET WEST-NORTHWEST OF THE
 LW3092'NORTHWEST LEG OF FIRE TOWER, 36 FEET SOUTHWEST OF POWER POLE
 LW3092'1634, 23 FEET WEST OF A 15-INCH TRIANGLE BLAZED OAK TREE AND
 LW3092'9.9 FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 LW3092'
 LW3092'RM 1, STAMPED SHANNOCK NO 1 1969, IS CEMENTED IN A DRILL HOLE
 LW3092'IN BOULDER WHICH PROJECTS ABOUT 1 FOOT.  IT IS 67 FEET WEST OF
 LW3092'CENTER OF DIRT ROAD, 56.5 FEET NORTH-NORTHEAST OF THE POWER POLE
 LW3092'1634 AND 1.6 FEET SOUTHWEST OF A METAL WITNESS POST.
 LW3092'
 LW3092'RM 2, STAMPED SHANNOCK NO 2 1969, IS CEMENTED IN A DRILL HOLE
 LW3092'IN A BEDROCK FORMATION WHICH IS 6 INCHES BELOW THE SURFACE OF
 LW3092'THE GROUND.  IT IS 81.5 FEET SOUTHWEST OF THE NORTHWEST LEG
 LW3092'OF FIRE TOWER, 74.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST LEG
 LW3092'OF FIRE TOWER, 63.5 FEET SOUTH OF THE 15-INCH TRIANGLE BLAZED
 LW3092'OAK TREE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 LW3092'
 LW3092'RM 3, STAMPED SHANNOCK NO 3 1969, IS CEMENTED IN A DRILL HOLE
 LW3092'IN A BEDROCK FORMATION WHICH PROJECTS ABOUT 3 FEET.  IT IS
 LW3092'58 FEET EAST OF CENTER OF THE GRAVELED ROAD, 35 FEET NORTHWEST
 LW3092'OF A BEDROCK OUTCROP WHICH IS 4 BY 15 FEET IN SIZE AND PROJECTS
 LW3092'ABOUT 3 FEET AND 3.7 FEET WEST OF A METAL WITNESS POST.
 LW3092'
 LW3092'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW3092
 LW3092                          STATION RECOVERY (1984)
 LW3092
 LW3092'RECOVERY NOTE BY US POWER SQUADRON 1984 (FW)
 LW3092'SHANNOCK 1969, RM SHANNOCK NO 1 1969, RM SHANNOCK NO 2 1969,
 LW3092'RM SHANNOCK NO 3 1969 STATION AND ALL REFERENCE MARK WERE FOUND
 LW3092'IN GOOD CONDITION.
 LW3092
 LW3092                          STATION RECOVERY (1989)
 LW3092
 LW3092'RECOVERY NOTE BY US POWER SQUADRON 1989 (AW)
 LW3092'RECOVERED IN GOOD CONDITION.
 LW3092
 LW3092                          STATION RECOVERY (1989)
 LW3092
 LW3092'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3092'RECOVERED IN GOOD CONDITION.
 LW3092
 LW3092                          STATION RECOVERY (2001)
 LW3092
 LW3092'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3088 ***********************************************************************
 LW3088  DESIGNATION -  SHANNOCK FIRE TOWER
 LW3088  PID         -  LW3088
 LW3088  STATE/COUNTY-  RI/WASHINGTON
 LW3088  USGS QUAD   -  CAROLINA (1970)
 LW3088
 LW3088                         *CURRENT SURVEY CONTROL
 LW3088  ___________________________________________________________________
 LW3088* NAD 83(1996)-  41 27 44.25088(N)    071 38 17.05843(W)     ADJUSTED  
 LW3088* NAVD 88     -                                                        
 LW3088  ___________________________________________________________________
 LW3088  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 LW3088  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW3088
 LW3088  HORZ ORDER  -  THIRD
 LW3088
 LW3088.The horizontal coordinates were established by classical geodetic methods
 LW3088.and adjusted by the National Geodetic Survey in August 1998..
 LW3088
 LW3088
 LW3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3088
 LW3088.The geoid height was determined by GEOID03.
 LW3088
 LW3088;                    North         East     Units Scale Factor Converg.
 LW3088;SPC RI       -    42,095.771    88,464.921   MT  0.99999539   -0 05 29.1
 LW3088;SPC RI       -   138,109.21    290,238.66   sFT  0.99999539   -0 05 29.1
 LW3088;UTM  19      - 4,593,437.532   279,681.817   MT  1.00019740   -1 44 50.8
 LW3088
 LW3088                          SUPERSEDED SURVEY CONTROL
 LW3088
 LW3088  NAD 83(1992)-  41 27 44.24955(N)    071 38 17.05767(W) AD(       ) 4
 LW3088  NAD 83(1986)-  41 27 44.24934(N)    071 38 17.05745(W) AD(       ) 4
 LW3088  NAD 27      -  41 27 43.88817(N)    071 38 18.83322(W) AD(       ) 3
 LW3088
 LW3088.Superseded values are not recommended for survey control.
 LW3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3088.See file dsdata.txt to determine how the superseded data were derived.
 LW3088
 LW3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7968293438(NAD 83)
 LW3088_MARKER: 57 = LOOKOUT TOWER
 LW3088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3088+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 LW3088
 LW3088  HISTORY     - Date     Condition        Report By
 LW3088  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3088  HISTORY     - 1984     GOOD             USPSQD
 LW3088  HISTORY     - 1989     GOOD             USPSQD
 LW3088  HISTORY     - 1989     GOOD             USPSQD
 LW3088  HISTORY     - 20010815 GOOD             USPSQD
 LW3088
 LW3088                          STATION DESCRIPTION
 LW3088
 LW3088'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3088'STATION IS LOCATED ABOUT 1-1/4 MILES NORTHEAST OF CAROLINA
 LW3088'AND 1-1/4 MILES NORTHWEST OF KENYON.
 LW3088'
 LW3088'TO REACH FROM THE JUNCTION OF STATE ROUTE 112 AND CAROLINA
 LW3088'ROAD IN CAROLINA, GO NORTH ON STATE ROUTE 112 FOR 0.7 MILE
 LW3088'TO SHANNOCK HILL ROAD.  TURN RIGHT AND GO EASTERLY ON
 LW3088'SHANNOCK HILL ROAD FOR 1.4 MILES TO A SIDE ROAD RIGHT.  TURN
 LW3088'RIGHT AND GO SOUTH AND SOUTHWEST 0.15 MILE TO STATION AS
 LW3088'DESCRIBED.
 LW3088'
 LW3088'THE FIRE TOWER IS A METAL CABIN ATOP A 4 LEGGED SKELETON
 LW3088'STRUCTURE THAT IS ABOUT 125 FEET HIGH.
 LW3088'
 LW3088'POINT INTERSECTED WAS TOP AND CENTER.
 LW3088
 LW3088                          STATION RECOVERY (1984)
 LW3088
 LW3088'RECOVERY NOTE BY US POWER SQUADRON 1984 (AZ)
 LW3088'LOCATED STATION AS DESCRIBED.  DIRECTIONS ARE ADEQUATE.
 LW3088
 LW3088                          STATION RECOVERY (1989)
 LW3088
 LW3088'RECOVERY NOTE BY US POWER SQUADRON 1989 (AW)
 LW3088'RECOVERED IN GOOD CONDITION.
 LW3088
 LW3088                          STATION RECOVERY (1989)
 LW3088
 LW3088'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3088'RECOVERED IN GOOD CONDITION.
 LW3088
 LW3088                          STATION RECOVERY (2001)
 LW3088
 LW3088'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2354 ***********************************************************************
 LW2354  DESIGNATION -  SHANTY
 LW2354  PID         -  LW2354
 LW2354  STATE/COUNTY-  RI/BRISTOL
 LW2354  USGS QUAD   -  BRISTOL (1975)
 LW2354
 LW2354                         *CURRENT SURVEY CONTROL
 LW2354  ___________________________________________________________________
 LW2354* NAD 83(1996)-  41 39 20.33847(N)    071 18 15.31238(W)     ADJUSTED  
 LW2354* NAVD 88     -                                                        
 LW2354  ___________________________________________________________________
 LW2354  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 LW2354  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW2354
 LW2354  HORZ ORDER  -  THIRD
 LW2354
 LW2354.The horizontal coordinates were established by classical geodetic methods
 LW2354.and adjusted by the National Geodetic Survey in August 1998..
 LW2354
 LW2354
 LW2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2354
 LW2354.The geoid height was determined by GEOID03.
 LW2354
 LW2354;                    North         East     Units Scale Factor Converg.
 LW2354;SPC RI       -    63,580.162   116,304.795   MT  0.99999702   +0 07 48.4
 LW2354;SPC RI       -   208,595.91    381,576.65   sFT  0.99999702   +0 07 48.4
 LW2354;UTM  19      - 4,614,109.563   308,135.704   MT  1.00005302   -1 31 55.2
 LW2354
 LW2354                          SUPERSEDED SURVEY CONTROL
 LW2354
 LW2354  NAD 83(1996)-  41 39 20.33823(N)    071 18 15.31221(W) AD(       ) 4
 LW2354  NAD 83(1992)-  41 39 20.33679(N)    071 18 15.31143(W) AD(       ) 4
 LW2354  NAD 83(1992)-  41 39 20.33639(N)    071 18 15.31138(W) AD(       ) 4
 LW2354  NAD 83(1986)-  41 39 20.33699(N)    071 18 15.31025(W) AD(       ) 4
 LW2354  NAD 27      -  41 39 19.97300(N)    071 18 17.13200(W) AD(       ) 3
 LW2354
 LW2354.Superseded values are not recommended for survey control.
 LW2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2354.See file dsdata.txt to determine how the superseded data were derived.
 LW2354
 LW2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0813614110(NAD 83)
 LW2354
 LW2354  HISTORY     - Date     Condition        Report By
 LW2354  HISTORY     - 1913     MONUMENTED       CGS
 LW2354  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2354
 LW2354                          STATION DESCRIPTION
 LW2354
 LW2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2354'STATION IS ON THE W SHORE OF POPASQUASH NECK, ABOUT 1/2 MILE N
 LW2354'BY W OF POPASQUASH POINT.  THE N GABLE IS THE POINT OBSERVED UPON.
 LW2354
 LW2354                          STATION RECOVERY (1935)
 LW2354
 LW2354'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2354'CAN NOT FIND SHANTY AT THE PLACE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3527 ***********************************************************************
 LW3527  DESIGNATION -  SHERMAN 1839
 LW3527  PID         -  LW3527
 LW3527  STATE/COUNTY-  RI/WASHINGTON
 LW3527  USGS QUAD   -  SLOCUM (1975)
 LW3527
 LW3527                         *CURRENT SURVEY CONTROL
 LW3527  ___________________________________________________________________
 LW3527* NAD 83(1996)-  41 30 16.77606(N)    071 30 54.35123(W)     ADJUSTED  
 LW3527* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 LW3527  ___________________________________________________________________
 LW3527  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 LW3527  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW3527
 LW3527  HORZ ORDER  -  THIRD
 LW3527
 LW3527.The horizontal coordinates were established by classical geodetic methods
 LW3527.and adjusted by the National Geodetic Survey in August 1998..
 LW3527
 LW3527.The orthometric height was scaled from a topographic map.
 LW3527
 LW3527.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3527
 LW3527.The geoid height was determined by GEOID03.
 LW3527
 LW3527;                    North         East     Units Scale Factor Converg.
 LW3527;SPC RI       -    46,792.189    98,739.510   MT  0.99999377   -0 00 36.0
 LW3527;SPC RI       -   153,517.37    323,947.88   sFT  0.99999377   -0 00 36.0
 LW3527;UTM  19      - 4,597,835.717   290,089.709   MT  1.00014228   -1 40 02.3
 LW3527
 LW3527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3527!SPC RI       -   0.99999114  x   0.99999377  =   0.99998491
 LW3527!UTM  19      -   0.99999114  x   1.00014228  =   1.00013341
 LW3527
 LW3527:                Primary Azimuth Mark                     Grid Az
 LW3527:SPC RI       -  MC SPARRAN 1838                          100 40 48.3
 LW3527:UTM  19      -  MC SPARRAN 1838                          102 20 14.6
 LW3527
 LW3527|---------------------------------------------------------------------|
 LW3527| PID    Reference Object                     Distance      Geod. Az  |
 LW3527|                                                           dddmmss.s |
 LW3527| LW2929 MC SPARRAN 1838                     APPROX. 5.0 KM 1004012.3 |
 LW3527|---------------------------------------------------------------------|
 LW3527
 LW3527                          SUPERSEDED SURVEY CONTROL
 LW3527
 LW3527  NAD 83(1996)-  41 30 16.77543(N)    071 30 54.35080(W) AD(       ) 3
 LW3527  NAD 83(1992)-  41 30 16.77444(N)    071 30 54.35044(W) AD(       ) 3
 LW3527  NAD 83(1992)-  41 30 16.77381(N)    071 30 54.35039(W) AD(       ) 3
 LW3527  NAD 83(1986)-  41 30 16.77382(N)    071 30 54.34996(W) AD(       ) 3
 LW3527  NAD 27      -  41 30 16.39600(N)    071 30 56.14700(W) AD(       ) 3
 LW3527
 LW3527.Superseded values are not recommended for survey control.
 LW3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3527.See file dsdata.txt to determine how the superseded data were derived.
 LW3527
 LW3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9009097836(NAD 83)
 LW3527
 LW3527  HISTORY     - Date     Condition        Report By
 LW3527  HISTORY     - 1839     MONUMENTED       CGS
 LW3527  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW3527
 LW3527                          STATION DESCRIPTION
 LW3527
 LW3527'DESCRIBED BY COAST AND GEODETIC SURVEY 1839 (EB)
 LW3527'STATION IS ON THE SUMMIT OF SHERMAN HILL, ABOUT 4-1/2 MILES N OF
 LW3527'WAKEFIELD, AND 1-3/4 MILES NNE OF KINGSTON.
 LW3527'
 LW3527'THE STATION IS MARKED BY A BURIED STONE CONE.
 LW3527
 LW3527                          STATION RECOVERY (1935)
 LW3527
 LW3527'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW3527'SHERMAN HILL IS ABOUT 1/8 MILE N OF THE SHERMAN HOMESTEAD, WHICH
 LW3527'IS AT THE END OF THE ROAD WHICH LEADS N FROM THE VILLAGE OF
 LW3527'KINGSTON, AND IS 1.6 MILES THEREFROM.
 LW3527'
 LW3527'MR. SHERMAN, THE PRESENT OWNER OF THE FARM, TELLS ME THAT IN
 LW3527'1881, WHEN HE WAS CARTING AWAY SAND, THE STONEWARE POT WITHOUT
 LW3527'ANY BOTTOM FELL OUT AND WAS BROKEN.  HE SAYS HE TOLD THIS TO
 LW3527'R.U. GOODE IN 1888 AT THE TIME THAT MR. GOODE MADE OBSERVATIONS
 LW3527'FROM A TOWER WHICH HE ERECTED ON THIS HILL.  THE POINT USED BY
 LW3527'THE ENGINEERS IN 1888, MR. SHERMAN SAID, WAS ABOUT 10 FEET SW OF
 LW3527'WHERE HE HAD DUG THE SAND.  AT THE SPOT WHICH HE POINTED OUT, I
 LW3527'DUG IN THE HOPE OF FINDING SOME MARK LEFT BY MR. GOODE, BUT
 LW3527'FOUND NOTHING.  NEITHER COULD I FIND ANY MARK CUT INTO ANY OF
 LW3527'THE BOULDERS IN THE VICINITY.  IT WAS PROBABLY A U.S.
 LW3527'GEOLOGICAL SURVEY PARTY WHICH HE RECALLED.
 LW3527'
 LW3527'MR. SHERMAN ALSO REMEMBERS GOVERNMENT SURVEYORS (PROBABLY
 LW3527'U.S. ENGINEERS) MAKING OBSERVATIONS ABOUT 20 YEARS AGO.
 LW3527'
 LW3527'FOUND A POST SURROUNDED BY STONES WHICH MIGHT BE MISTAKEN FOR A
 LW3527'STATION MARK.  MR. SHERMAN SAYS IT IS THE STUMP OF A FLAGPOLE HE
 LW3527'FORMERLY HAD ON THIS HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3151 ***********************************************************************
 LW3151  DESIGNATION -  SIGNAL TOWER SE LIGHTHOUSE
 LW3151  PID         -  LW3151
 LW3151  STATE/COUNTY-  RI/WASHINGTON
 LW3151  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3151
 LW3151                         *CURRENT SURVEY CONTROL
 LW3151  ___________________________________________________________________
 LW3151* NAD 83(1996)-  41 09 12.04703(N)    071 33 07.29728(W)     ADJUSTED  
 LW3151* NAVD 88     -                                                        
 LW3151  ___________________________________________________________________
 LW3151  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 LW3151  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW3151
 LW3151  HORZ ORDER  -  THIRD
 LW3151
 LW3151.The horizontal coordinates were established by classical geodetic methods
 LW3151.and adjusted by the National Geodetic Survey in August 1998..
 LW3151
 LW3151
 LW3151.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3151
 LW3151.The geoid height was determined by GEOID03.
 LW3151
 LW3151;                    North         East     Units Scale Factor Converg.
 LW3151;SPC RI       -     7,776.641    95,632.885   MT  0.99999398   -0 02 03.3
 LW3151;SPC RI       -    25,513.86    313,755.56   sFT  0.99999398   -0 02 03.3
 LW3151;UTM  19      - 4,558,919.711   285,859.217   MT  1.00016440   -1 40 48.2
 LW3151
 LW3151                          SUPERSEDED SURVEY CONTROL
 LW3151
 LW3151  NAD 83(1996)-  41 09 12.04524(N)    071 33 07.29593(W) AD(       ) 4
 LW3151  NAD 83(1992)-  41 09 12.04508(N)    071 33 07.29597(W) AD(       ) 4
 LW3151  NAD 83(1992)-  41 09 12.04383(N)    071 33 07.29655(W) AD(       ) 4
 LW3151  NAD 83(1986)-  41 09 12.04104(N)    071 33 07.29293(W) AD(       ) 4
 LW3151  NAD 27      -  41 09 11.67300(N)    071 33 09.09100(W) AD(       ) 3
 LW3151
 LW3151.Superseded values are not recommended for survey control.
 LW3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3151.See file dsdata.txt to determine how the superseded data were derived.
 LW3151
 LW3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8585958920(NAD 83)
 LW3151_MARKER: 13 = LIGHTHOUSE
 LW3151
 LW3151  HISTORY     - Date     Condition        Report By
 LW3151  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3151  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW3151
 LW3151                          STATION DESCRIPTION
 LW3151
 LW3151'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2392 ***********************************************************************
 LW2392  DESIGNATION -  SILO E
 LW2392  PID         -  LW2392
 LW2392  STATE/COUNTY-  RI/NEWPORT
 LW2392  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2392
 LW2392                         *CURRENT SURVEY CONTROL
 LW2392  ___________________________________________________________________
 LW2392* NAD 83(1996)-  41 33 20.72269(N)    071 17 30.30362(W)     ADJUSTED  
 LW2392* NAVD 88     -                                                        
 LW2392  ___________________________________________________________________
 LW2392  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 LW2392  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW2392
 LW2392  HORZ ORDER  -  THIRD
 LW2392
 LW2392.The horizontal coordinates were established by classical geodetic methods
 LW2392.and adjusted by the National Geodetic Survey in August 1998..
 LW2392
 LW2392
 LW2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2392
 LW2392.The geoid height was determined by GEOID03.
 LW2392
 LW2392;                    North         East     Units Scale Factor Converg.
 LW2392;SPC RI       -    52,487.953   117,372.967   MT  0.99999746   +0 08 17.3
 LW2392;SPC RI       -   172,204.23    385,081.14   sFT  0.99999746   +0 08 17.3
 LW2392;UTM  19      - 4,602,990.460   308,882.054   MT  1.00004952   -1 31 14.5
 LW2392
 LW2392                          SUPERSEDED SURVEY CONTROL
 LW2392
 LW2392  NAD 83(1996)-  41 33 20.72236(N)    071 17 30.30321(W) AD(       ) 4
 LW2392  NAD 83(1992)-  41 33 20.72107(N)    071 17 30.30285(W) AD(       ) 4
 LW2392  NAD 83(1992)-  41 33 20.72053(N)    071 17 30.30254(W) AD(       ) 4
 LW2392  NAD 83(1986)-  41 33 20.72056(N)    071 17 30.30065(W) AD(       ) 4
 LW2392  NAD 27      -  41 33 20.37600(N)    071 17 32.12500(W) AD(       ) 3
 LW2392
 LW2392.Superseded values are not recommended for survey control.
 LW2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2392.See file dsdata.txt to determine how the superseded data were derived.
 LW2392
 LW2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0888202990(NAD 83)
 LW2392
 LW2392  HISTORY     - Date     Condition        Report By
 LW2392  HISTORY     - 1915     MONUMENTED       CGS
 LW2392  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2392
 LW2392                          STATION DESCRIPTION
 LW2392
 LW2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2392'STATION IS A YELLOW SILO ON THE W SIDE OF THE ISLAND OF RHODE
 LW2392'ISLAND ABOUT 5/8 MILE FROM SHORE, 1 MILE S OF CARRS POINT, AND
 LW2392'1/8 MILE W OF THE ROAD FROM NEWPORT TO PORTSMOUTH.
 LW2392
 LW2392                          STATION RECOVERY (1935)
 LW2392
 LW2392'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2392'THE YELLOW SILO HAS BEEN TORN DOWN.  IT FORMERLY STOOD ON THE N
 LW2392'SIDE OF A BARN SW OF BRADFORD NORMANS HOUSE.  THE CONCRETE
 LW2392'FOUNDATION REMAINS AND HAS A LITTLE YELLOW PAINT ON IT, WHICH
 LW2392'SERVES AS IDENTIFICATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2808 ***********************************************************************
 LW2808  DESIGNATION -  SIMMONS 2 1870
 LW2808  PID         -  LW2808
 LW2808  STATE/COUNTY-  RI/NEWPORT
 LW2808  USGS QUAD   -  SAKONNET POINT (1970)
 LW2808
 LW2808                         *CURRENT SURVEY CONTROL
 LW2808  ___________________________________________________________________
 LW2808* NAD 83(1996)-  41 29 31.91335(N)    071 09 32.93200(W)     ADJUSTED  
 LW2808* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 LW2808  ___________________________________________________________________
 LW2808  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LW2808  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW2808
 LW2808  HORZ ORDER  -  THIRD
 LW2808
 LW2808.The horizontal coordinates were established by classical geodetic methods
 LW2808.and adjusted by the National Geodetic Survey in August 1998..
 LW2808
 LW2808.The orthometric height was scaled from a topographic map.
 LW2808
 LW2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2808
 LW2808.The geoid height was determined by GEOID03.
 LW2808
 LW2808;                    North         East     Units Scale Factor Converg.
 LW2808;SPC RI       -    45,464.120   128,463.113   MT  1.00000372   +0 13 33.0
 LW2808;SPC RI       -   149,160.20    421,466.06   sFT  1.00000372   +0 13 33.0
 LW2808;SPC MA M     -   804,725.492   228,464.345   MT  1.00004042   +0 13 44.3
 LW2808;SPC MA M     - 2,640,170.22    749,553.44   sFT  1.00004042   +0 13 44.3
 LW2808;UTM  19      - 4,595,648.560   319,764.626   MT  0.99999978   -1 25 51.1
 LW2808
 LW2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2808!SPC RI       -   1.00000016  x   1.00000372  =   1.00000388
 LW2808!SPC MA M     -   1.00000016  x   1.00004042  =   1.00004058
 LW2808!UTM  19      -   1.00000016  x   0.99999978  =   0.99999994
 LW2808
 LW2808:                Primary Azimuth Mark                     Grid Az
 LW2808:SPC RI       -  EAST ROCK                                212 02 17.8
 LW2808:SPC MA M     -  EAST ROCK                                212 02 06.5
 LW2808:UTM  19      -  EAST ROCK                                213 41 41.9
 LW2808
 LW2808|---------------------------------------------------------------------|
 LW2808| PID    Reference Object                     Distance      Geod. Az  |
 LW2808|                                                           dddmmss.s |
 LW2808| LW2818 EAST ROCK                           APPROX. 5.4 KM 2121550.8 |
 LW2808| LW2803 WILBURS WINDMILL                    APPROX. 2.1 KM 2632101.5 |
 LW2808| LW2163 LITTLE COMPTON CONG CH SPIRE        APPROX. 2.1 KM 3315230.1 |
 LW2808|---------------------------------------------------------------------|
 LW2808
 LW2808                          SUPERSEDED SURVEY CONTROL
 LW2808
 LW2808  NAD 83(1996)-  41 29 31.91334(N)    071 09 32.93169(W) AD(       ) 3
 LW2808  NAD 83(1992)-  41 29 31.91134(N)    071 09 32.93136(W) AD(       ) 3
 LW2808  NAD 83(1992)-  41 29 31.91130(N)    071 09 32.93111(W) AD(       ) 3
 LW2808  NAD 83(1986)-  41 29 31.91163(N)    071 09 32.92947(W) AD(       ) 3
 LW2808  NAD 27      -  41 29 31.53000(N)    071 09 34.78700(W) AD(       ) 3
 LW2808
 LW2808.Superseded values are not recommended for survey control.
 LW2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2808.See file dsdata.txt to determine how the superseded data were derived.
 LW2808
 LW2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1976595649(NAD 83)
 LW2808_MARKER: E = EARTHENWARE POT
 LW2808_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 LW2808_SP_SET: OBJECT IMBEDDED IN GROUND
 LW2808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2808
 LW2808  HISTORY     - Date     Condition        Report By
 LW2808  HISTORY     - 1870     MONUMENTED       CGS
 LW2808  HISTORY     - 1934     MARK NOT FOUND   CGS
 LW2808  HISTORY     - 1935     MARK NOT FOUND   RIGS
 LW2808
 LW2808                          STATION DESCRIPTION
 LW2808
 LW2808'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (SCM)
 LW2808'STATION IS ON SIMMONS HILL, ABOUT 2 MILES E OF SAKONNET RIVER,
 LW2808'1-1/8 MILES N OF THE ATLANTIC COAST, 1-1/4 MILES S BY E OF LITTLE
 LW2808'COMPTON, ON THE E SIDE OF THE ROAD LEADING THERETO, 1/5 MILE S OF
 LW2808'A ROAD, AND 1/3 MILE N OF ANOTHER CROSS ROAD.  THE STATION IS IN A
 LW2808'FIELD BELONGING TO MR. SIMMONS AND IS MARKED BY A STONE CONE
 LW2808'BENEATH THE SURFACE.
 LW2808
 LW2808                          STATION RECOVERY (1934)
 LW2808
 LW2808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2808'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT COULD ONLY BE
 LW2808'LOCATED BY TRIANGULATION.
 LW2808
 LW2808                          STATION RECOVERY (1935)
 LW2808
 LW2808'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2808'AT THE PLACE DESCRIBED, THERE IS A FIELD BELONGING TO A MR.
 LW2808'SIMMONS, THE SON OF THE OWNER OF 1870.  HE RECALLED THE SIGNAL
 LW2808'LEFT BY THE PARTY OF 1870, BUT COULD NOT SPOT THE POINT NEARER OR
 LW2808'CLOSER THAN 25 YARDS.  HE SAID THAT SINCE 1870 THE FIELD HAS BEEN
 LW2808'DE-STONED AND WALLS BUILT AROUND THE FIELD.  HE DOES NOT REMEMBER
 LW2808'EVER STRIKING A BURIED MARKER WHEN HE HAS PLOWED THE FIELD WHICH
 LW2808'HE SAYS HE HAS DONE MANY TIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5630 ***********************************************************************
 LW5630  DESIGNATION -  SK 001
 LW5630  PID         -  LW5630
 LW5630  STATE/COUNTY-  RI/WASHINGTON
 LW5630  USGS QUAD   -  KINGSTON (1975)
 LW5630
 LW5630                         *CURRENT SURVEY CONTROL
 LW5630  ___________________________________________________________________
 LW5630* NAD 83(1996)-  41 23 44.15681(N)    071 36 26.80257(W)     ADJUSTED  
 LW5630* NAVD 88     -        21.885  (meters)      71.80   (feet)  ADJUSTED  
 LW5630  ___________________________________________________________________
 LW5630  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 LW5630  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LW5630  DYNAMIC HT  -          21.878 (meters)      71.78  (feet)  COMP
 LW5630  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 LW5630
 LW5630  HORZ ORDER  -  SECOND
 LW5630  VERT ORDER  -  SECOND    CLASS II
 LW5630
 LW5630.The horizontal coordinates were established by classical geodetic methods
 LW5630.and adjusted by the National Geodetic Survey in August 1998..
 LW5630
 LW5630.The orthometric height was determined by differential leveling
 LW5630.and adjusted by the National Geodetic Survey in April 1995..
 LW5630
 LW5630.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5630
 LW5630.The geoid height was determined by GEOID03.
 LW5630
 LW5630.The dynamic height is computed by dividing the NAVD 88
 LW5630.geopotential number by the normal gravity value computed on the
 LW5630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5630.degrees latitude (g = 980.6199 gals.).
 LW5630
 LW5630.The modeled gravity was interpolated from observed gravity values.
 LW5630
 LW5630;                    North         East     Units Scale Factor Converg.
 LW5630;SPC RI       -    34,685.136    91,014.403   MT  0.99999474   -0 04 15.8
 LW5630;SPC RI       -   113,796.15    298,603.09   sFT  0.99999474   -0 04 15.8
 LW5630;UTM  19      - 4,585,954.894   282,016.677   MT  1.00018481   -1 43 29.5
 LW5630
 LW5630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5630!SPC RI       -   1.00000134  x   0.99999474  =   0.99999608
 LW5630!UTM  19      -   1.00000134  x   1.00018481  =   1.00018615
 LW5630
 LW5630                          SUPERSEDED SURVEY CONTROL
 LW5630
 LW5630  NAD 83(1996)-  41 23 44.15561(N)    071 36 26.80176(W) AD(       ) 2
 LW5630  NAD 83(1992)-  41 23 44.15542(N)    071 36 26.80180(W) AD(       ) 2
 LW5630  NAD 83(1992)-  41 23 44.15408(N)    071 36 26.80189(W) AD(       ) 2
 LW5630  NAD 83(1992)-  41 23 44.15427(N)    071 36 26.80191(W) AD(       ) 2
 LW5630  NGVD 29 (09/30/94)   22.16   (m)           72.7    (f) LEVELING    3  
 LW5630
 LW5630.Superseded values are not recommended for survey control.
 LW5630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5630.See file dsdata.txt to determine how the superseded data were derived.
 LW5630
 LW5630_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8201785955(NAD 83)
 LW5630_MARKER: DD = SURVEY DISK
 LW5630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5630_SP_SET: CONCRETE POST
 LW5630_STAMPING: SK 001 1986
 LW5630_MARK LOGO: RIGS  
 LW5630_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5630+STABILITY: SURFACE MOTION
 LW5630
 LW5630  HISTORY     - Date     Condition        Report By
 LW5630  HISTORY     - 1986     MONUMENTED       RIGS
 LW5630
 LW5630                          STATION DESCRIPTION
 LW5630
 LW5630'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5630'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) WEST SOUTHWEST OF
 LW5630'PERRYVILLE CENTER, 3.3 KM (2.05 MI) NORTH NORTHWEST OF GREEN HILL
 LW5630'CENTER,AND 3.2 KM (2.00 MI) NORTHEAST OF CHARLESTON CENTER.
 LW5630'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5630'INTERSECTION OF U.S. HIGHWAY 1 NORTHBOUND, AND STATE HIGHWAYS 2 AND
 LW5630'112, WHICH IS ABOUT 0.25 KM ( 0.15 MI) NORTH OF CHARLESTOWN CENTER,
 LW5630'GO NORTH FOR 2.7 KM (1.65 MI) ON U.S. HIGHWAY 1 NORTHBOUND, TO THE
 LW5630'CHARLESTOWN-SOUTH KINGSTON TOWN LINE, CONTINUE STRAIGHT AHEAD AND GO
 LW5630'NORTH FOR 0.6 KM (0.35 MI) ON U.S. ROUTE 1 TO THE STATION ON THE
 LW5630'LEFT SET IN A SLOPE ALONG U.S. HIGHWAY 1 SOUTHBOUND.  THE STATION
 LW5630'DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LW5630'DIAMETER FLUSH WITH GROUND.  LOCATED 21.0 METERS (69.  FT) SOUTHEAST
 LW5630'FROM A RHODE ISLAND HIGHWAY BOUND, WHICH IS EAST OF A CONCRETE RIGHT
 LW5630'OF WAY FENCE END POST, 10.1 METERS (33.0 FT) NORTH FROM THE EDGE OF
 LW5630'U.S. HIGHWAY 1 SOUTHBOUND PAVEMENT, 5.5 METERS (18.0 FT) NORTH
 LW5630'NORTHWEST FROM THE NORTHERLY END OF A WET STONE CULVERT FOR A 12 INCH
 LW5630'CONCRETE DRAINAGE PIPE, 1.2 METERS (5.0 FT) SOUTH FROM A FIBERGLASS
 LW5630'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5632 ***********************************************************************
 LW5632  DESIGNATION -  SK 002
 LW5632  PID         -  LW5632
 LW5632  STATE/COUNTY-  RI/WASHINGTON
 LW5632  USGS QUAD   -  KINGSTON (1975)
 LW5632
 LW5632                         *CURRENT SURVEY CONTROL
 LW5632  ___________________________________________________________________
 LW5632* NAD 83(1996)-  41 23 43.36610(N)    071 35 25.68382(W)     ADJUSTED  
 LW5632* NAVD 88     -        25.976  (meters)      85.22   (feet)  ADJUSTED  
 LW5632  ___________________________________________________________________
 LW5632  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LW5632  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LW5632  DYNAMIC HT  -          25.967 (meters)      85.19  (feet)  COMP
 LW5632  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 LW5632
 LW5632  HORZ ORDER  -  SECOND
 LW5632  VERT ORDER  -  SECOND    CLASS II
 LW5632
 LW5632.The horizontal coordinates were established by classical geodetic methods
 LW5632.and adjusted by the National Geodetic Survey in August 1998..
 LW5632
 LW5632.The orthometric height was determined by differential leveling
 LW5632.and adjusted by the National Geodetic Survey in April 1995..
 LW5632
 LW5632.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5632
 LW5632.The geoid height was determined by GEOID03.
 LW5632
 LW5632.The dynamic height is computed by dividing the NAVD 88
 LW5632.geopotential number by the normal gravity value computed on the
 LW5632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5632.degrees latitude (g = 980.6199 gals.).
 LW5632
 LW5632.The modeled gravity was interpolated from observed gravity values.
 LW5632
 LW5632;                    North         East     Units Scale Factor Converg.
 LW5632;SPC RI       -    34,659.121    92,434.194   MT  0.99999445   -0 03 35.4
 LW5632;SPC RI       -   113,710.80    303,261.18   sFT  0.99999445   -0 03 35.4
 LW5632;UTM  19      - 4,585,887.901   283,435.389   MT  1.00017722   -1 42 49.0
 LW5632
 LW5632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5632!SPC RI       -   1.00000070  x   0.99999445  =   0.99999515
 LW5632!UTM  19      -   1.00000070  x   1.00017722  =   1.00017792
 LW5632
 LW5632                          SUPERSEDED SURVEY CONTROL
 LW5632
 LW5632  NAD 83(1996)-  41 23 43.36498(N)    071 35 25.68297(W) AD(       ) 2
 LW5632  NAD 83(1992)-  41 23 43.36470(N)    071 35 25.68305(W) AD(       ) 2
 LW5632  NAD 83(1992)-  41 23 43.36352(N)    071 35 25.68309(W) AD(       ) 2
 LW5632  NAD 83(1992)-  41 23 43.36364(N)    071 35 25.68299(W) AD(       ) 2
 LW5632  NGVD 29 (09/30/94)   26.25   (m)           86.1    (f) LEVELING    3  
 LW5632
 LW5632.Superseded values are not recommended for survey control.
 LW5632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5632.See file dsdata.txt to determine how the superseded data were derived.
 LW5632
 LW5632_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8343585888(NAD 83)
 LW5632_MARKER: DD = SURVEY DISK
 LW5632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5632_SP_SET: CONCRETE POST
 LW5632_STAMPING: SK 002 1986
 LW5632_MARK LOGO: RIGS  
 LW5632_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5632+STABILITY: SURFACE MOTION
 LW5632
 LW5632  HISTORY     - Date     Condition        Report By
 LW5632  HISTORY     - 1986     MONUMENTED       RIGS
 LW5632
 LW5632                          STATION DESCRIPTION
 LW5632
 LW5632'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5632'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) NORTHEAST OF CHARLESTOWN
 LW5632'CENTER, 3.1 KM (1.9 MI) NORTH NORTHEAST OF GREEN HILL CENTER, AND 2.6
 LW5632'KM (1.6 MI) WEST SOUTHWEST OF PERRYVILLE CENTER.  OWNERSHIP--STATE
 LW5632'RIGHT OF WAY.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 LW5632'HIGHWAY 1 NORTHBOUND AND STATE HIGHWAYS 2 AND 112, WHICH IS ABOUT
 LW5632'0.25 KM (0.15 MI) NORTH OF CHARLESTOWN CENTER, GO NORTH FOR 2.7 KM
 LW5632'(1.65 MI) ON U.S. HIGHWAY 1 TO THE CHARLESTOWN-SOUTH KINGSTOWN TOWN
 LW5632'LINE, CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.9 KM (1.2 MI) ON
 LW5632'U.S. HIGHWAY 1 TO THE STATION ON THE RIGHT.  THE STATION IS SET INTO
 LW5632'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 LW5632'GROUND.  LOCATED 5.2 METERS (17.0 FT) EAST SOUTHEAST FROM THE
 LW5632'SOUTHEAST CORNER OF A DRAINAGE DROP INLET RIM, 1.2 METERS (3.9 FT)
 LW5632'SOUTH FROM THE FACE OF THE BITUMINOUS CURBING OF THE SOUTH EDGE OF
 LW5632'U.S. HIGHWAY 1, 1.2 METERS (3.9 FT) NORTH FROM A FIBERGLASS WITNESS
 LW5632'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5631 ***********************************************************************
 LW5631  DESIGNATION -  SK 003
 LW5631  PID         -  LW5631
 LW5631  STATE/COUNTY-  RI/WASHINGTON
 LW5631  USGS QUAD   -  KINGSTON (1975)
 LW5631
 LW5631                         *CURRENT SURVEY CONTROL
 LW5631  ___________________________________________________________________
 LW5631* NAD 83(1996)-  41 23 43.23816(N)    071 36 04.69676(W)     ADJUSTED  
 LW5631* NAVD 88     -        19.643  (meters)      64.45   (feet)  ADJUSTED  
 LW5631  ___________________________________________________________________
 LW5631  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 LW5631  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW5631  DYNAMIC HT  -          19.637 (meters)      64.43  (feet)  COMP
 LW5631  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 LW5631
 LW5631  HORZ ORDER  -  SECOND
 LW5631  VERT ORDER  -  SECOND    CLASS II
 LW5631
 LW5631.The horizontal coordinates were established by classical geodetic methods
 LW5631.and adjusted by the National Geodetic Survey in August 1998..
 LW5631
 LW5631.The orthometric height was determined by differential leveling
 LW5631.and adjusted by the National Geodetic Survey in April 1995..
 LW5631
 LW5631.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5631
 LW5631.The geoid height was determined by GEOID03.
 LW5631
 LW5631.The dynamic height is computed by dividing the NAVD 88
 LW5631.geopotential number by the normal gravity value computed on the
 LW5631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5631.degrees latitude (g = 980.6199 gals.).
 LW5631
 LW5631.The modeled gravity was interpolated from observed gravity values.
 LW5631
 LW5631;                    North         East     Units Scale Factor Converg.
 LW5631;SPC RI       -    34,656.177    91,527.898   MT  0.99999463   -0 04 01.2
 LW5631;SPC RI       -   113,701.14    300,287.78   sFT  0.99999463   -0 04 01.2
 LW5631;UTM  19      - 4,585,911.119   282,529.218   MT  1.00018206   -1 43 14.8
 LW5631
 LW5631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5631!SPC RI       -   1.00000169  x   0.99999463  =   0.99999632
 LW5631!UTM  19      -   1.00000169  x   1.00018206  =   1.00018375
 LW5631
 LW5631                          SUPERSEDED SURVEY CONTROL
 LW5631
 LW5631  NAD 83(1996)-  41 23 43.23699(N)    071 36 04.69593(W) AD(       ) 2
 LW5631  NAD 83(1992)-  41 23 43.23677(N)    071 36 04.69600(W) AD(       ) 2
 LW5631  NAD 83(1992)-  41 23 43.23549(N)    071 36 04.69605(W) AD(       ) 2
 LW5631  NAD 83(1992)-  41 23 43.23566(N)    071 36 04.69603(W) AD(       ) 2
 LW5631  NGVD 29 (09/30/94)   19.92   (m)           65.4    (f) LEVELING    3  
 LW5631
 LW5631.Superseded values are not recommended for survey control.
 LW5631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5631.See file dsdata.txt to determine how the superseded data were derived.
 LW5631
 LW5631_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8252985911(NAD 83)
 LW5631_MARKER: DD = SURVEY DISK
 LW5631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5631_SP_SET: CONCRETE POST
 LW5631_STAMPING: SK 003 1986
 LW5631_MARK LOGO: RIGS  
 LW5631_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5631+STABILITY: SURFACE MOTION
 LW5631
 LW5631  HISTORY     - Date     Condition        Report By
 LW5631  HISTORY     - 1986     MONUMENTED       RIGS
 LW5631
 LW5631                          STATION DESCRIPTION
 LW5631
 LW5631'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5631'THE STATION IS LOCATED ABOUT 9.8 KM (6.1 MI) SOUTHWEST OF WAKEFIELD
 LW5631'CENTER, 5.3 KM (3.3 MI) NORTHWEST OF MATUNUCK CENTER, AND 3.4 KM (2.1
 LW5631'MI) WEST SOUTHWEST OF PERRYVILLE CENTER.  OWNERSHIP--STATE RIGHT OF
 LW5631'WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HGIGWAY 110 AND
 LW5631'U.S. HIGHWAY 1, WHICH IS ABOUT 0.3 KM (0.2 MI) SOUTH OF PERRYVILLE
 LW5631'CENTER, GO SOUTH FOR 3.4 KM (2.1 MI) ON U.S. HIGHWAY 1 TO THE
 LW5631'STATION ON THE LEFT, JUST SOUTH OF THE EDGE OF THE PAVEMENT OF U.S.
 LW5631'HIGHWAY 1 NORTHBOUND.  THE STATION IS SET INTO THE TOP OF A ROUND
 LW5631'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.
 LW5631'LOCATED 22.5 METERS (74.0 FT) NORTH FROM A RHODE ISLAND HIGHWAY BOUND
 LW5631'AT THE WEST END OF A RIGHT OF WAY FENCE, 8.8 METERS (29.0 FT) SOUTH
 LW5631'SOUTHWEST FROM THE CENTERLINE OF THE TWO TRAVEL LANES OF U.S.
 LW5631'HIGHWAY 1 NORTHBOUND, 0.9 METERS (3.0 FT) NORTH NORTHEAST FROM A
 LW5631'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5637 ***********************************************************************
 LW5637  CBN         -  This is a Cooperative Base Network Control Station.
 LW5637  DESIGNATION -  SK 004
 LW5637  PID         -  LW5637
 LW5637  STATE/COUNTY-  RI/WASHINGTON
 LW5637  USGS QUAD   -  KINGSTON (1975)
 LW5637
 LW5637                         *CURRENT SURVEY CONTROL
 LW5637  ___________________________________________________________________
 LW5637* NAD 83(1996)-  41 23 40.60797(N)    071 34 26.61423(W)     ADJUSTED  
 LW5637* NAVD 88     -        19.533  (meters)      64.08   (feet)  ADJUSTED  
 LW5637  ___________________________________________________________________
 LW5637  X           -   1,514,559.381 (meters)                     COMP
 LW5637  Y           -  -4,546,060.532 (meters)                     COMP
 LW5637  Z           -   4,195,391.773 (meters)                     COMP
 LW5637  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LW5637  ELLIP HEIGHT-         -10.88  (meters)          (06/22/01) GPS OBS
 LW5637  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW5637  DYNAMIC HT  -          19.526 (meters)      64.06  (feet)  COMP
 LW5637  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 LW5637
 LW5637  HORZ ORDER  -  A
 LW5637  VERT ORDER  -  SECOND    CLASS II
 LW5637  ELLP ORDER  -  FOURTH    CLASS I
 LW5637
 LW5637.The horizontal coordinates were established by GPS observations
 LW5637.and adjusted by the National Geodetic Survey in June 2001..
 LW5637
 LW5637.The orthometric height was determined by differential leveling
 LW5637.and adjusted by the National Geodetic Survey in April 1995..
 LW5637
 LW5637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5637
 LW5637.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5637
 LW5637.The ellipsoidal height was determined by GPS observations
 LW5637.and is referenced to NAD 83.
 LW5637
 LW5637.The geoid height was determined by GEOID03.
 LW5637
 LW5637.The dynamic height is computed by dividing the NAVD 88
 LW5637.geopotential number by the normal gravity value computed on the
 LW5637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5637.degrees latitude (g = 980.6199 gals.).
 LW5637
 LW5637.The modeled gravity was interpolated from observed gravity values.
 LW5637
 LW5637;                    North         East     Units Scale Factor Converg.
 LW5637;SPC RI       -    34,572.729    93,806.339   MT  0.99999422   -0 02 56.3
 LW5637;SPC RI       -   113,427.36    307,762.96   sFT  0.99999422   -0 02 56.3
 LW5637;UTM  19      - 4,585,761.923   284,804.715   MT  1.00016994   -1 42 09.8
 LW5637
 LW5637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5637!SPC RI       -   1.00000171  x   0.99999422  =   0.99999593
 LW5637!UTM  19      -   1.00000171  x   1.00016994  =   1.00017165
 LW5637
 LW5637                          SUPERSEDED SURVEY CONTROL
 LW5637
 LW5637  NAD 83(1996)-  41 23 40.60864(N)    071 34 26.61304(W) AD(       ) 2
 LW5637  NAD 83(1996)-  41 23 40.60758(N)    071 34 26.61214(W) AD(       ) 2
 LW5637  NAD 83(1992)-  41 23 40.60724(N)    071 34 26.61229(W) AD(       ) 2
 LW5637  NAD 83(1992)-  41 23 40.60613(N)    071 34 26.61228(W) AD(       ) 2
 LW5637  NAD 83(1992)-  41 23 40.60610(N)    071 34 26.61207(W) AD(       ) 2
 LW5637  NAVD 88 (06/22/01)   19.53   (m)           64.1    (f) LEVELING    3  
 LW5637  NGVD 29 (09/30/94)   19.81   (m)           65.0    (f) LEVELING    3  
 LW5637
 LW5637.Superseded values are not recommended for survey control.
 LW5637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5637.See file dsdata.txt to determine how the superseded data were derived.
 LW5637
 LW5637_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8480585762(NAD 83)
 LW5637_MARKER: DD = SURVEY DISK
 LW5637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5637_SP_SET: CONCRETE POST
 LW5637_STAMPING: SK 004 1986
 LW5637_MARK LOGO: RIGS  
 LW5637_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5637+STABILITY: SURFACE MOTION
 LW5637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5637+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 LW5637
 LW5637  HISTORY     - Date     Condition        Report By
 LW5637  HISTORY     - 1986     MONUMENTED       RIGS
 LW5637  HISTORY     - 20000830 GOOD             RIDT
 LW5637  HISTORY     - 20010716 GOOD             RIDT
 LW5637
 LW5637                          STATION DESCRIPTION
 LW5637
 LW5637'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5637'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHWEST OF WAKEFIELD
 LW5637'CENTER, 3.9 KM (2.45 MI) SOUTH SOUTHWEST OF TUCKERTOWN CENTER, AND
 LW5637'3.4 KM (2.1 MI) NORTHWEST OF MATUNUCK CENTER.  OWNERSHIP--STATE RIGHT
 LW5637'OF WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 110
 LW5637'AND U.S. HIGHWAY 1, WHICH IS ABOUT 0.3 KM (0.2 MI) SOUTH OF
 LW5637'PERRYVILLE CENTER, GO SOUTH FOR 1.1 KM (0.7 MI) ON U.S. HIGHWAY 1 TO
 LW5637'THE STATION ON THE LEFT.  THE STATION IS SET INTO THE TOP OF A ROUND
 LW5637'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 21.6
 LW5637'METERS (71.0 FT) SOUTH SOUTHWEST FROM THE CENTERLINE OF TWO TRAVEL
 LW5637'LANES OF U.S. HIGHWAY 1 SOUTHBOUND, 12.2 METERS (40.0 FT) SOUTHEAST
 LW5637'FROM THE FACE OF AN EIGHT INCH TREE, 1.2 METERS (3.9 FT) NORTH
 LW5637'NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5637
 LW5637                          STATION RECOVERY (2000)
 LW5637
 LW5637'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW5637'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF WAKEFIELD
 LW5637'CENTER, 2.45 MI (3.94 KM) SOUTH-SOUTHWEST OF TUCKERTOWN CENTER
 LW5637'AND 2.1 MI (3.4 KM) NORTHWEST OF MATUNUCK CENTER ON STATE
 LW5637'RIGHT-OF-WAY. TO REACH FROM A POINT ABOUT 0.2 MI (0.3 KM) SOUTH OF
 LW5637'PERRYVILLE CENTER AT THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 LW5637'HIGHWAY 110, GO SOUTHERLY ON U.S. HIGHWAY 1 FOR 0.7 MI (1.1 KM) TO
 LW5637'THE STATION ON THE LEFT ACROSS THE HIGHWAY AT THE TOP OF A SLOPE.
 LW5637'A STANDARD RIGS DISK SET IN THE TOP OF A 30 CM DIAMETER CONCRETE
 LW5637'POST FLUSH WITH THE GROUND.  IT IS, 21.6 M (70.9 FT) SOUTH-SOUTHWEST
 LW5637'FROM THE CENTERLINE OF THE 2 SOUTHBOUND LANES OF U.S. HIGHWAY 1,
 LW5637'14.6 M (47.9 FT) SOUTHEAST FROM THE FACE OF NECO POLE NUMBER 8 AND
 LW5637'1.2 M (3.9 FT) NORTH-NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5637'DESCRIBED BY DONALD LOPES.
 LW5637'
 LW5637
 LW5637                          STATION RECOVERY (2001)
 LW5637
 LW5637'RECOVERY NOTE BY RI DEPT OF TRANSP 2001 (TG)
 LW5637'RECOVERED AS DESCRIBED.
 LW5637'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5638 ***********************************************************************
 LW5638  DESIGNATION -  SK 005
 LW5638  PID         -  LW5638
 LW5638  STATE/COUNTY-  RI/WASHINGTON
 LW5638  USGS QUAD   -  KINGSTON (1975)
 LW5638
 LW5638                         *CURRENT SURVEY CONTROL
 LW5638  ___________________________________________________________________
 LW5638* NAD 83(1996)-  41 23 49.36552(N)    071 33 40.58052(W)     ADJUSTED  
 LW5638* NAVD 88     -        21.037  (meters)      69.02   (feet)  ADJUSTED  
 LW5638  ___________________________________________________________________
 LW5638  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 LW5638  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW5638  DYNAMIC HT  -          21.029 (meters)      68.99  (feet)  COMP
 LW5638  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LW5638
 LW5638  HORZ ORDER  -  SECOND
 LW5638  VERT ORDER  -  SECOND    CLASS II
 LW5638
 LW5638.The horizontal coordinates were established by classical geodetic methods
 LW5638.and adjusted by the National Geodetic Survey in August 1998..
 LW5638
 LW5638.The orthometric height was determined by differential leveling
 LW5638.and adjusted by the National Geodetic Survey in April 1995..
 LW5638
 LW5638.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5638
 LW5638.The geoid height was determined by GEOID03.
 LW5638
 LW5638.The dynamic height is computed by dividing the NAVD 88
 LW5638.geopotential number by the normal gravity value computed on the
 LW5638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5638.degrees latitude (g = 980.6199 gals.).
 LW5638
 LW5638.The modeled gravity was interpolated from observed gravity values.
 LW5638
 LW5638;                    North         East     Units Scale Factor Converg.
 LW5638;SPC RI       -    34,842.067    94,875.930   MT  0.99999407   -0 02 25.9
 LW5638;SPC RI       -   114,311.01    311,272.11   sFT  0.99999407   -0 02 25.9
 LW5638;UTM  19      - 4,586,000.321   285,881.820   MT  1.00016425   -1 41 39.6
 LW5638
 LW5638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5638!SPC RI       -   1.00000147  x   0.99999407  =   0.99999554
 LW5638!UTM  19      -   1.00000147  x   1.00016425  =   1.00016572
 LW5638
 LW5638                          SUPERSEDED SURVEY CONTROL
 LW5638
 LW5638  NAD 83(1996)-  41 23 49.36451(N)    071 33 40.57962(W) AD(       ) 2
 LW5638  NAD 83(1992)-  41 23 49.36412(N)    071 33 40.57978(W) AD(       ) 2
 LW5638  NAD 83(1992)-  41 23 49.36304(N)    071 33 40.57976(W) AD(       ) 2
 LW5638  NAD 83(1992)-  41 23 49.36289(N)    071 33 40.57947(W) AD(       ) 2
 LW5638  NGVD 29 (09/30/94)   21.31   (m)           69.9    (f) LEVELING    3  
 LW5638
 LW5638.Superseded values are not recommended for survey control.
 LW5638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5638.See file dsdata.txt to determine how the superseded data were derived.
 LW5638
 LW5638_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8588286000(NAD 83)
 LW5638_MARKER: DD = SURVEY DISK
 LW5638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5638_SP_SET: CONCRETE POST
 LW5638_STAMPING: SK 005 1986
 LW5638_MARK LOGO: RIGS  
 LW5638_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5638+STABILITY: SURFACE MOTION
 LW5638
 LW5638  HISTORY     - Date     Condition        Report By
 LW5638  HISTORY     - 1986     MONUMENTED       RIGS
 LW5638  HISTORY     - 19900614 GOOD             RIGS
 LW5638
 LW5638                          STATION DESCRIPTION
 LW5638
 LW5638'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5638'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) NORTHEAST OF GREEN HILL
 LW5638'CENTER, 3.0 KM (1.85 MI) NORTHWEST OF MATUNUCK CENTER, AND 0.25 KM
 LW5638'(0.15 MI) SOUTH OF PERRYVILLE CENTER, SET IN A TRIANGULAR SHAPED
 LW5638'ISLAND.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5638'THE JUNCTION OF STATE HIGHWAY 110 AND U.S. HIGHWAY 1, WHICH IS ABOUT
 LW5638'0.25 KM (0.15 MI) SOUTH OF PERRYVILLE CENTER, GO TO THE SOUTHWESTERLY
 LW5638'CORNER OF THE TRIANGULAR SHAPED ISLAND AND THE STATION.  THE STATION
 LW5638'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW5638'FLUSH WITH GROUND.  LOCATED 25.4 METERS (83.5 FT) SOUTH FROM A RHODE
 LW5638'ISLAND HIGHWAY BOUND AT THE END OF A RIGHT OF WAY FENCE, 13.15 METERS
 LW5638'(43.1 FT) NORTH NORTHEAST FROM THE CENTERLILNE OF U.S. HIGHWAY 1
 LW5638'SOUTHBOUND, 6.7 METERS (22.0 FT) WEST NORTHWEST FROM THE EXTENDED
 LW5638'CENTERLINE OF STATE HIGHWAY 110, 1.3 METERS (4.3 FT) SOUTHEAST FROM A
 LW5638'FIBERGLASS WITNESS POST.
 LW5638
 LW5638                          STATION RECOVERY (1990)
 LW5638
 LW5638'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990 (FP)
 LW5638'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) NORTHEAST OF GREEN HILL
 LW5638'CENTER, 3.0 KM (1.85 MI) NORTHWEST OF MATUNUCK CENTER, AND 0.25 KM
 LW5638'(0.15 MI) SOUTH OF PERRYVILLE CENTER, SET IN A TRIANGULAR SHAPED
 LW5638'ISLAND. OWNERSHIP--STATE RIGHT OF WAY. TO REACH THE STATION FROM THE
 LW5638'JUNCTION OF STATE HIGHWAY 110 AND U.S. HIGHWAY 1, WHICH IS ABOUT 0.25
 LW5638'KM (0.15 MI) SOUTH OF PERRYVILLE CENTER, GO TO THE SOUTHWESTERLY
 LW5638'CORNER OF THE TRIANGULAR SHAPED ISLAND AND THE STATION. THE STATION IS
 LW5638'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 LW5638'WITH GROUND. LOCATED 25.4 METERS (83.5 FT) SOUTH FROM A RHODE ISLAND
 LW5638'HIGHWAY BOUND AT THE END OF A RIGHT OF WAY FENCE, 13.15 METERS (43.1
 LW5638'FT) NORTH NORTHEAST FROM THE CENTERLILNE OF U.S. HIGHWAY 1 SOUTHBOUND,
 LW5638'6.7 METERS (22.0 FT) WEST NORTHWEST FROM THE EXTENDED CENTERLINE OF
 LW5638'STATE HIGHWAY 110, 1.3 METERS (4.3 FT) SOUTHEAST FROM A FIBERGLASS
 LW5638'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5639 ***********************************************************************
 LW5639  DESIGNATION -  SK 006
 LW5639  PID         -  LW5639
 LW5639  STATE/COUNTY-  RI/WASHINGTON
 LW5639  USGS QUAD   -  KINGSTON (1975)
 LW5639
 LW5639                         *CURRENT SURVEY CONTROL
 LW5639  ___________________________________________________________________
 LW5639* NAD 83(1996)-  41 23 51.23695(N)    071 33 01.44338(W)     ADJUSTED  
 LW5639* NAVD 88     -        17.892  (meters)      58.70   (feet)  ADJUSTED  
 LW5639  ___________________________________________________________________
 LW5639  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 LW5639  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW5639  DYNAMIC HT  -          17.885 (meters)      58.68  (feet)  COMP
 LW5639  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LW5639
 LW5639  HORZ ORDER  -  SECOND
 LW5639  VERT ORDER  -  SECOND    CLASS II
 LW5639
 LW5639.The horizontal coordinates were established by classical geodetic methods
 LW5639.and adjusted by the National Geodetic Survey in August 1998..
 LW5639
 LW5639.The orthometric height was determined by differential leveling
 LW5639.and adjusted by the National Geodetic Survey in April 1995..
 LW5639
 LW5639.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5639
 LW5639.The geoid height was determined by GEOID03.
 LW5639
 LW5639.The dynamic height is computed by dividing the NAVD 88
 LW5639.geopotential number by the normal gravity value computed on the
 LW5639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5639.degrees latitude (g = 980.6199 gals.).
 LW5639
 LW5639.The modeled gravity was interpolated from observed gravity values.
 LW5639
 LW5639;                    North         East     Units Scale Factor Converg.
 LW5639;SPC RI       -    34,899.215    95,785.116   MT  0.99999397   -0 01 60.0
 LW5639;SPC RI       -   114,498.51    314,255.00   sFT  0.99999397   -0 01 60.0
 LW5639;UTM  19      - 4,586,031.211   286,792.430   MT  1.00015946   -1 41 13.8
 LW5639
 LW5639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5639!SPC RI       -   1.00000196  x   0.99999397  =   0.99999593
 LW5639!UTM  19      -   1.00000196  x   1.00015946  =   1.00016142
 LW5639
 LW5639                          SUPERSEDED SURVEY CONTROL
 LW5639
 LW5639  NAD 83(1996)-  41 23 51.23597(N)    071 33 01.44247(W) AD(       ) 2
 LW5639  NAD 83(1992)-  41 23 51.23554(N)    071 33 01.44264(W) AD(       ) 2
 LW5639  NAD 83(1992)-  41 23 51.23448(N)    071 33 01.44260(W) AD(       ) 2
 LW5639  NAD 83(1992)-  41 23 51.23424(N)    071 33 01.44227(W) AD(       ) 2
 LW5639  NGVD 29 (09/30/94)   18.17   (m)           59.6    (f) LEVELING    3  
 LW5639
 LW5639.Superseded values are not recommended for survey control.
 LW5639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5639.See file dsdata.txt to determine how the superseded data were derived.
 LW5639
 LW5639_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8679286031(NAD 83)
 LW5639_MARKER: DD = SURVEY DISK
 LW5639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5639_SP_SET: CONCRETE POST
 LW5639_STAMPING: SK 006 1986
 LW5639_MARK LOGO: RIGS  
 LW5639_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5639+STABILITY: SURFACE MOTION
 LW5639
 LW5639  HISTORY     - Date     Condition        Report By
 LW5639  HISTORY     - 1986     MONUMENTED       RIGS
 LW5639
 LW5639                          STATION DESCRIPTION
 LW5639
 LW5639'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5639'THE STATION IS LOCATED ABOUT 4.6 KM (3.9 MI) SOUTHWEST OF WAKEFIELD
 LW5639'CENTER, 2.7 KM (1.70 MI) NORTH NORTHWEST OF MATUNUCK CENTER, AND 0.9
 LW5639'KM (0.55 MI) EAST SOUTHEAST OF PERRYVILLE CENTER.  OWNERSHIP--STATE
 LW5639'RIGHT OF WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 LW5639'HIGHWAY 110 AND U.S. HIGHWAY 1, WHICH IS ABOUT 0.3 KM (0.2 MI) SOUTH
 LW5639'OF PERRYVILLE CENTER, GO NORTH FOR 0.9 KM (0.55 MI) ON HIGHWAY 1 TO
 LW5639'THE STATION ON THE LEFT, NEAR THE EDGE OF PAVEMENT OF HIGHWAY 1
 LW5639'SOUTHBOUND.  THE STATION IS SET INTO THE TOP OF A ROUND CONCRETE
 LW5639'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 21.9 METERS
 LW5639'(72.0 FT) NORTH NORTHEAST FROM THE FACE OF A NECO POLE NUMBERED 1365,
 LW5639'7.0 METERS (23.0 FT) SOUTHEAST FROM THE CENTERLINE OF HIGHWAY 1
 LW5639'SOUTHBOUND, 1.1 METERS (3.5 FT) SOUTH SOUTHWEST FROM A FIBERGLASS
 LW5639'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5640 ***********************************************************************
 LW5640  DESIGNATION -  SK 007
 LW5640  PID         -  LW5640
 LW5640  STATE/COUNTY-  RI/WASHINGTON
 LW5640  USGS QUAD   -  KINGSTON (1975)
 LW5640
 LW5640                         *CURRENT SURVEY CONTROL
 LW5640  ___________________________________________________________________
 LW5640* NAD 83(1996)-  41 23 52.49317(N)    071 32 41.69452(W)     ADJUSTED  
 LW5640* NAVD 88     -        11.629  (meters)      38.15   (feet)  ADJUSTED  
 LW5640  ___________________________________________________________________
 LW5640  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 LW5640  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW5640  DYNAMIC HT  -          11.625 (meters)      38.14  (feet)  COMP
 LW5640  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LW5640
 LW5640  HORZ ORDER  -  SECOND
 LW5640  VERT ORDER  -  SECOND    CLASS II
 LW5640
 LW5640.The horizontal coordinates were established by classical geodetic methods
 LW5640.and adjusted by the National Geodetic Survey in August 1998..
 LW5640
 LW5640.The orthometric height was determined by differential leveling
 LW5640.and adjusted by the National Geodetic Survey in April 1995..
 LW5640
 LW5640.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5640
 LW5640.The geoid height was determined by GEOID03.
 LW5640
 LW5640.The dynamic height is computed by dividing the NAVD 88
 LW5640.geopotential number by the normal gravity value computed on the
 LW5640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5640.degrees latitude (g = 980.6199 gals.).
 LW5640
 LW5640.The modeled gravity was interpolated from observed gravity values.
 LW5640
 LW5640;                    North         East     Units Scale Factor Converg.
 LW5640;SPC RI       -    34,937.717    96,243.898   MT  0.99999392   -0 01 46.9
 LW5640;SPC RI       -   114,624.83    315,760.19   sFT  0.99999392   -0 01 46.9
 LW5640;UTM  19      - 4,586,056.460   287,252.207   MT  1.00015705   -1 41 00.8
 LW5640
 LW5640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5640!SPC RI       -   1.00000294  x   0.99999392  =   0.99999686
 LW5640!UTM  19      -   1.00000294  x   1.00015705  =   1.00015999
 LW5640
 LW5640                          SUPERSEDED SURVEY CONTROL
 LW5640
 LW5640  NAD 83(1996)-  41 23 52.49220(N)    071 32 41.69359(W) AD(       ) 2
 LW5640  NAD 83(1992)-  41 23 52.49176(N)    071 32 41.69378(W) AD(       ) 2
 LW5640  NAD 83(1992)-  41 23 52.49071(N)    071 32 41.69372(W) AD(       ) 2
 LW5640  NAD 83(1992)-  41 23 52.49043(N)    071 32 41.69333(W) AD(       ) 2
 LW5640  NGVD 29 (09/30/94)   11.91   (m)           39.1    (f) LEVELING    3  
 LW5640
 LW5640.Superseded values are not recommended for survey control.
 LW5640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5640.See file dsdata.txt to determine how the superseded data were derived.
 LW5640
 LW5640_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8725286056(NAD 83)
 LW5640_MARKER: DD = SURVEY DISK
 LW5640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5640_SP_SET: CONCRETE POST
 LW5640_STAMPING: SK 007 1986
 LW5640_MARK LOGO: RIGS  
 LW5640_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5640+STABILITY: SURFACE MOTION
 LW5640
 LW5640  HISTORY     - Date     Condition        Report By
 LW5640  HISTORY     - 1986     MONUMENTED       RIGS
 LW5640
 LW5640                          STATION DESCRIPTION
 LW5640
 LW5640'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5640'THE STATION IS LOCATED ABOUT 5.9 KM (3.7 MI) SOUTHWEST OF WAKEFIELD
 LW5640'CENTER, 3.4 KM (2.10 MI) SOUTH SOUTHEAST OF TUCKERTOWN CENTER, AND
 LW5640'1.4 KM (0.85 MI) EAST OF PERRYVILLE CENTER.  OWNERSHIP--STATE RIGHT
 LW5640'OF WAY.  TO REACH THE STATION FROM THE JUNCTION OF THE EXTENTION OF
 LW5640'THE SOUTHERLY END OF STATE HIGHWAY 110 AND U.S. HIGHWAY 1, WHICH IS
 LW5640'ABOUT 0.25 KM (0.15 MI) SOUTH OF PERRYVILLE CENTER, GO NORTH FOR 1.4
 LW5640'KM (0.85 MI) ON HIGHWAY 1 TO THE STATION ON THE RIGHT.  THE STATION
 LW5640'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW5640'FLUSH WITH GROUND.  LOCATED 54.4 METERS (178.5 FT) WEST SOUTHWEST
 LW5640'FROM THE NORTHERLY MOST ALUMINUM POST FOR EAST MATUNUCK STATE BEACH
 LW5640'1/2 MILE HIGHWAY SIGN, 11.3 METERS (37.0 FT) SOUTH FROM THE
 LW5640'CENTERLINE OF HIGHWAY 1 NORTH, 1.0 METERS (3.3 FT) EAST FROM A
 LW5640'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5635 ***********************************************************************
 LW5635  DESIGNATION -  SK 008
 LW5635  PID         -  LW5635
 LW5635  STATE/COUNTY-  RI/WASHINGTON
 LW5635  USGS QUAD   -  KINGSTON (1975)
 LW5635
 LW5635                         *CURRENT SURVEY CONTROL
 LW5635  ___________________________________________________________________
 LW5635* NAD 83(1996)-  41 23 45.02390(N)    071 35 08.90284(W)     ADJUSTED  
 LW5635* NAVD 88     -        31.631  (meters)     103.78   (feet)  ADJUSTED  
 LW5635  ___________________________________________________________________
 LW5635  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 LW5635  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LW5635  DYNAMIC HT  -          31.620 (meters)     103.74  (feet)  COMP
 LW5635  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 LW5635
 LW5635  HORZ ORDER  -  SECOND
 LW5635  VERT ORDER  -  SECOND    CLASS II
 LW5635
 LW5635.The horizontal coordinates were established by classical geodetic methods
 LW5635.and adjusted by the National Geodetic Survey in August 1998..
 LW5635
 LW5635.The orthometric height was determined by differential leveling
 LW5635.and adjusted by the National Geodetic Survey in April 1995..
 LW5635
 LW5635.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5635
 LW5635.The geoid height was determined by GEOID03.
 LW5635
 LW5635.The dynamic height is computed by dividing the NAVD 88
 LW5635.geopotential number by the normal gravity value computed on the
 LW5635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5635.degrees latitude (g = 980.6199 gals.).
 LW5635
 LW5635.The modeled gravity was interpolated from observed gravity values.
 LW5635
 LW5635;                    North         East     Units Scale Factor Converg.
 LW5635;SPC RI       -    34,709.868    92,824.076   MT  0.99999438   -0 03 24.3
 LW5635;SPC RI       -   113,877.29    304,540.32   sFT  0.99999438   -0 03 24.3
 LW5635;UTM  19      - 4,585,927.382   283,826.644   MT  1.00017514   -1 42 38.0
 LW5635
 LW5635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5635!SPC RI       -   0.99999981  x   0.99999438  =   0.99999419
 LW5635!UTM  19      -   0.99999981  x   1.00017514  =   1.00017495
 LW5635
 LW5635                          SUPERSEDED SURVEY CONTROL
 LW5635
 LW5635  NAD 83(1996)-  41 23 45.02280(N)    071 35 08.90198(W) AD(       ) 2
 LW5635  NAD 83(1992)-  41 23 45.02250(N)    071 35 08.90209(W) AD(       ) 2
 LW5635  NAD 83(1992)-  41 23 45.02135(N)    071 35 08.90211(W) AD(       ) 2
 LW5635  NAD 83(1992)-  41 23 45.02144(N)    071 35 08.90194(W) AD(       ) 2
 LW5635  NGVD 29 (09/30/94)   31.91   (m)          104.7    (f) LEVELING    3  
 LW5635
 LW5635.Superseded values are not recommended for survey control.
 LW5635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5635.See file dsdata.txt to determine how the superseded data were derived.
 LW5635
 LW5635_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8382785927(NAD 83)
 LW5635_MARKER: DD = SURVEY DISK
 LW5635_SETTING: 66 = SET IN ROCK OUTCROP
 LW5635_SP_SET: ROCK OUTCROP
 LW5635_STAMPING: SK 008 1986
 LW5635_MARK LOGO: RIGS  
 LW5635_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5635+STABILITY: POSITION/ELEVATION WELL
 LW5635
 LW5635  HISTORY     - Date     Condition        Report By
 LW5635  HISTORY     - 1986     MONUMENTED       RIGS
 LW5635
 LW5635                          STATION DESCRIPTION
 LW5635
 LW5635'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5635'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) SOUTHWEST OF WAKEFIELD
 LW5635'CENTER, 4.2 KM (2.60 MI) NORTHWEST OF MATUNUCK CENTER, AND 2.1 KM
 LW5635'(1.30 MI) WEST SOUTHWEST OF PERRYVILLE CENTER.  OWNERSHIP--STATE
 LW5635'RUGHT OF WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 LW5635'HIGHWAY 110 AND U.S. HIGHWAY 1, WHICH IS ABOUT 0.3 KM (0.2 MI) SOUTH
 LW5635'OF PERRYVILLE CENTER, GO SOUTH FOR 2.1 KM (1.3 MI) ON U.S. HIGHWAY 1
 LW5635'TO THE STATION ON THE RIGHT.  THE STATION IS SET INTO A ROCK OUTCROP
 LW5635'LARGEST DIMENSION 2 FEET.  24.2 METERS (79.5 FT) EAST SOUTHEAST FROM
 LW5635'THE CENTERLINE OF WENDY LANE, 19.8 METERS (65 FT) NORTH NORTHEAST
 LW5635'FROM THE CENTERLINE OF TWO TRAVEL LANES OF U.S. HIGHWAY 1
 LW5635'SOUTHBOUND, 1.6 METERS (5.3 FT) EAST SOUTHEAST FROM A FIBERGLASS
 LW5635'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5641 ***********************************************************************
 LW5641  DESIGNATION -  SK 009
 LW5641  PID         -  LW5641
 LW5641  STATE/COUNTY-  RI/WASHINGTON
 LW5641  USGS QUAD   -  KINGSTON (1975)
 LW5641
 LW5641                         *CURRENT SURVEY CONTROL
 LW5641  ___________________________________________________________________
 LW5641* NAD 83(1996)-  41 24 11.71088(N)    071 32 01.21857(W)     ADJUSTED  
 LW5641* NAVD 88     -        16.863  (meters)      55.32   (feet)  ADJUSTED  
 LW5641  ___________________________________________________________________
 LW5641  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 LW5641  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW5641  DYNAMIC HT  -          16.857 (meters)      55.30  (feet)  COMP
 LW5641  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LW5641
 LW5641  HORZ ORDER  -  SECOND
 LW5641  VERT ORDER  -  SECOND    CLASS II
 LW5641
 LW5641.The horizontal coordinates were established by classical geodetic methods
 LW5641.and adjusted by the National Geodetic Survey in August 1998..
 LW5641
 LW5641.The orthometric height was determined by differential leveling
 LW5641.and adjusted by the National Geodetic Survey in April 1995..
 LW5641
 LW5641.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5641
 LW5641.The geoid height was determined by GEOID03.
 LW5641
 LW5641.The dynamic height is computed by dividing the NAVD 88
 LW5641.geopotential number by the normal gravity value computed on the
 LW5641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5641.degrees latitude (g = 980.6199 gals.).
 LW5641
 LW5641.The modeled gravity was interpolated from observed gravity values.
 LW5641
 LW5641;                    North         East     Units Scale Factor Converg.
 LW5641;SPC RI       -    35,530.162    97,184.369   MT  0.99999385   -0 01 20.2
 LW5641;SPC RI       -   116,568.54    318,845.72   sFT  0.99999385   -0 01 20.2
 LW5641;UTM  19      - 4,586,621.605   288,209.539   MT  1.00015205   -1 40 34.6
 LW5641
 LW5641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5641!SPC RI       -   1.00000212  x   0.99999385  =   0.99999597
 LW5641!UTM  19      -   1.00000212  x   1.00015205  =   1.00015417
 LW5641
 LW5641                          SUPERSEDED SURVEY CONTROL
 LW5641
 LW5641  NAD 83(1996)-  41 24 11.70993(N)    071 32 01.21764(W) AD(       ) 2
 LW5641  NAD 83(1992)-  41 24 11.70948(N)    071 32 01.21784(W) AD(       ) 2
 LW5641  NAD 83(1992)-  41 24 11.70842(N)    071 32 01.21777(W) AD(       ) 2
 LW5641  NAD 83(1992)-  41 24 11.70812(N)    071 32 01.21732(W) AD(       ) 2
 LW5641  NGVD 29 (09/30/94)   17.14   (m)           56.2    (f) LEVELING    3  
 LW5641
 LW5641.Superseded values are not recommended for survey control.
 LW5641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5641.See file dsdata.txt to determine how the superseded data were derived.
 LW5641
 LW5641_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8821086622(NAD 83)
 LW5641_MARKER: DD = SURVEY DISK
 LW5641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5641_SP_SET: CONCRETE POST
 LW5641_STAMPING: SK 009 1986
 LW5641_MARK LOGO: RIGS  
 LW5641_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5641+STABILITY: SURFACE MOTION
 LW5641
 LW5641  HISTORY     - Date     Condition        Report By
 LW5641  HISTORY     - 1986     MONUMENTED       RIGS
 LW5641
 LW5641                          STATION DESCRIPTION
 LW5641
 LW5641'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5641'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) SOUTHWEST OF WAKEFIELD
 LW5641'CENTER, 3.2 KM (2.0 MI) NORTH NORTHEAST OF MATUNUCK CENTER, AND 2.3
 LW5641'KM (1.45 MI) EAST OF PERRYVILLE CENTER.  OWNERSHIP--STATE RIGHT OF
 LW5641'WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 110 AND
 LW5641'U.S. HIGHWAY 1, WHICH IS ABOUT 0.3 KM (0.3 MI) SOUTH OF PERRYVILLE
 LW5641'CENTER, GO NORTH FOR 2.5 KM (1.55 MI) ON U.S. HIGHWAY 1 TO THE
 LW5641'STATION ON THE RIGHT.  THE STATION IS SET INTO THE TOP OF A ROUND
 LW5641'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 7.5 CM ABOVE GROUND.
 LW5641'LOCATED 12.8 METERS (42.0 FT) SOUTHEAST FROM THE CENTERLINE OF TWO
 LW5641'TRAVEL LANES OF U.S. HIGHWAY 1 NORTHBOUND, 6.4 METERS (20.9 FT)
 LW5641'SOUTHWEST FROM THE FACE OF A NECO UTILITY POLE 1114, 2.2 METERS (6.8
 LW5641'FT) SOUTH SOUTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5642 ***********************************************************************
 LW5642  DESIGNATION -  SK 010
 LW5642  PID         -  LW5642
 LW5642  STATE/COUNTY-  RI/WASHINGTON
 LW5642  USGS QUAD   -  KINGSTON (1975)
 LW5642
 LW5642                         *CURRENT SURVEY CONTROL
 LW5642  ___________________________________________________________________
 LW5642* NAD 83(1996)-  41 24 28.54077(N)    071 31 57.57929(W)     ADJUSTED  
 LW5642* NAVD 88     -        26.854  (meters)      88.10   (feet)  ADJUSTED  
 LW5642  ___________________________________________________________________
 LW5642  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 LW5642  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LW5642  DYNAMIC HT  -          26.844 (meters)      88.07  (feet)  COMP
 LW5642  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 LW5642
 LW5642  HORZ ORDER  -  SECOND
 LW5642  VERT ORDER  -  SECOND    CLASS II
 LW5642
 LW5642.The horizontal coordinates were established by classical geodetic methods
 LW5642.and adjusted by the National Geodetic Survey in August 1998..
 LW5642
 LW5642.The orthometric height was determined by differential leveling
 LW5642.and adjusted by the National Geodetic Survey in April 1995..
 LW5642
 LW5642.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5642
 LW5642.The geoid height was determined by GEOID03.
 LW5642
 LW5642.The dynamic height is computed by dividing the NAVD 88
 LW5642.geopotential number by the normal gravity value computed on the
 LW5642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5642.degrees latitude (g = 980.6199 gals.).
 LW5642
 LW5642.The modeled gravity was interpolated from observed gravity values.
 LW5642
 LW5642;                    North         East     Units Scale Factor Converg.
 LW5642;SPC RI       -    36,049.337    97,269.097   MT  0.99999384   -0 01 17.8
 LW5642;SPC RI       -   118,271.87    319,123.70   sFT  0.99999384   -0 01 17.8
 LW5642;UTM  19      - 4,587,138.200   288,309.234   MT  1.00015153   -1 40 32.7
 LW5642
 LW5642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5642!SPC RI       -   1.00000055  x   0.99999384  =   0.99999439
 LW5642!UTM  19      -   1.00000055  x   1.00015153  =   1.00015208
 LW5642
 LW5642                          SUPERSEDED SURVEY CONTROL
 LW5642
 LW5642  NAD 83(1996)-  41 24 28.53983(N)    071 31 57.57836(W) AD(       ) 2
 LW5642  NAD 83(1992)-  41 24 28.53937(N)    071 31 57.57856(W) AD(       ) 2
 LW5642  NAD 83(1992)-  41 24 28.53830(N)    071 31 57.57849(W) AD(       ) 2
 LW5642  NAD 83(1992)-  41 24 28.53798(N)    071 31 57.57806(W) AD(       ) 2
 LW5642  NGVD 29 (09/30/94)   27.13   (m)           89.0    (f) LEVELING    3  
 LW5642
 LW5642.Superseded values are not recommended for survey control.
 LW5642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5642.See file dsdata.txt to determine how the superseded data were derived.
 LW5642
 LW5642_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8830987138(NAD 83)
 LW5642_MARKER: DD = SURVEY DISK
 LW5642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5642_SP_SET: CONCRETE POST
 LW5642_STAMPING: SK 010 1986
 LW5642_MARK LOGO: RIGS  
 LW5642_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5642+STABILITY: SURFACE MOTION
 LW5642
 LW5642  HISTORY     - Date     Condition        Report By
 LW5642  HISTORY     - 1986     MONUMENTED       RIGS
 LW5642
 LW5642                          STATION DESCRIPTION
 LW5642
 LW5642'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5642'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) NORTH NORTHEAST OF
 LW5642'MATUNUCK CENTER, 3.1 KM (1.9 MI) SOUTHEAST OF TUCKERTOWN CENTER, AND
 LW5642'2.4 KM (1.5 MI) EAST NORTHEAST OF PERRYVILLE CENTER.
 LW5642'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5642'JUNCTION OF STATE HIGHWAY 110 AND U.S. HIGHWAY 1, WHICH IS ABOUT 0.3
 LW5642'KM (0.2 MI) SOUTH OF PERRYVILLE CENTER, GO NORTH FOR 3.0 KM (1.85 MI)
 LW5642'ON U.S. HIGHWAY 1 TO THE STATION ON THE LEFT, SET IN THE TOP OF A
 LW5642'SLOPE NEAR THE EDGE OF A SERVICE ROAD WHICH IS WEST OF U.S. HIGHWAY
 LW5642'1 SOUTHBOUND.  THE STATION IS SET INTO THE TOP OF A ROUND CONCRETE
 LW5642'MONUMENT 30 CM IN DIAMETER PROJECTING 7.5 CM ABOVE GROUND.  LOCATED
 LW5642'12.9 METERS (42.5 FT) SOUTHEAST FROM A NECO UTILITY POLE 5527, 12.6
 LW5642'METERS (41.5 FT) NORTHWEST FROM THE WEST EDGE OF U.S. HIGHWAY 1
 LW5642'SOUTHBOUND (SLOPE DISTANCE), 3.9 METERS (12.8 FT) EAST SOUTHEAST FROM
 LW5642'THE CENTERLINE OF A SERVICE ROAD, 0.9 METERS (3.0 FT) NORTHWEST FROM
 LW5642'A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5643 ***********************************************************************
 LW5643  DESIGNATION -  SK 011
 LW5643  PID         -  LW5643
 LW5643  STATE/COUNTY-  RI/WASHINGTON
 LW5643  USGS QUAD   -  KINGSTON (1975)
 LW5643
 LW5643                         *CURRENT SURVEY CONTROL
 LW5643  ___________________________________________________________________
 LW5643* NAD 83(1996)-  41 25 15.34109(N)    071 31 32.68603(W)     ADJUSTED  
 LW5643* NAVD 88     -        36.106  (meters)     118.46   (feet)  ADJUSTED  
 LW5643  ___________________________________________________________________
 LW5643  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 LW5643  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW5643  DYNAMIC HT  -          36.093 (meters)     118.42  (feet)  COMP
 LW5643  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 LW5643
 LW5643  HORZ ORDER  -  SECOND
 LW5643  VERT ORDER  -  SECOND    CLASS II
 LW5643
 LW5643.The horizontal coordinates were established by classical geodetic methods
 LW5643.and adjusted by the National Geodetic Survey in August 1998..
 LW5643
 LW5643.The orthometric height was determined by differential leveling
 LW5643.and adjusted by the National Geodetic Survey in April 1995..
 LW5643
 LW5643.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5643
 LW5643.The geoid height was determined by GEOID03.
 LW5643
 LW5643.The dynamic height is computed by dividing the NAVD 88
 LW5643.geopotential number by the normal gravity value computed on the
 LW5643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5643.degrees latitude (g = 980.6199 gals.).
 LW5643
 LW5643.The modeled gravity was interpolated from observed gravity values.
 LW5643
 LW5643;                    North         East     Units Scale Factor Converg.
 LW5643;SPC RI       -    37,492.948    97,847.698   MT  0.99999381   -0 01 01.3
 LW5643;SPC RI       -   123,008.11    321,021.99   sFT  0.99999381   -0 01 01.3
 LW5643;UTM  19      - 4,588,564.727   288,929.368   MT  1.00014830   -1 40 17.8
 LW5643
 LW5643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5643!SPC RI       -   0.99999910  x   0.99999381  =   0.99999291
 LW5643!UTM  19      -   0.99999910  x   1.00014830  =   1.00014739
 LW5643
 LW5643                          SUPERSEDED SURVEY CONTROL
 LW5643
 LW5643  NAD 83(1996)-  41 25 15.34017(N)    071 31 32.68510(W) AD(       ) 2
 LW5643  NAD 83(1992)-  41 25 15.33968(N)    071 31 32.68532(W) AD(       ) 2
 LW5643  NAD 83(1992)-  41 25 15.33863(N)    071 31 32.68522(W) AD(       ) 2
 LW5643  NAD 83(1992)-  41 25 15.33834(N)    071 31 32.68492(W) AD(       ) 2
 LW5643  NGVD 29 (09/30/94)   36.38   (m)          119.4    (f) LEVELING    3  
 LW5643
 LW5643.Superseded values are not recommended for survey control.
 LW5643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5643.See file dsdata.txt to determine how the superseded data were derived.
 LW5643
 LW5643_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8892988565(NAD 83)
 LW5643_MARKER: DD = SURVEY DISK
 LW5643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5643_SP_SET: CONCRETE POST
 LW5643_STAMPING: SK 011 1986
 LW5643_MARK LOGO: RIGS  
 LW5643_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5643+STABILITY: SURFACE MOTION
 LW5643
 LW5643  HISTORY     - Date     Condition        Report By
 LW5643  HISTORY     - 1986     MONUMENTED       RIGS
 LW5643
 LW5643                          STATION DESCRIPTION
 LW5643
 LW5643'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5643'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI) NORTHEAST OF MATUNUCK
 LW5643'CENTER, 3.5 KM (2.2 MI) NORTHEAST OF PERRYVILLE CENTER, AND 3.4 KM
 LW5643'(2.1 MI) SOUTHWEST OF WAKEFIELD CENTER.  OWNERSHIP--STATE RIGHT OF
 LW5643'WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 110 AND
 LW5643'U.S. HIGHWAY 1, WHICH IS ABOUT 0.3 KM (0.2 MI) SOUTH OF PERRYVILLE
 LW5643'CENTER, GO NORTH FOR 4.6 KM (2.85 MI) ON HIGHWAY 1 TO THE STATION ON
 LW5643'THE RIGHT.  THE STATION IS SET INTO THE TOP OF A ROUND CONCRETE
 LW5643'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 17.2 METERS
 LW5643'(56.6 FT) SOUTHEAST FROM THE CENTERLINE OF U.S. HIGHWAY 1
 LW5643'NORTHBOUND, 2.3 METERS (7.7 FT) NORTHWEST FROM THE FACE OF A WIRE
 LW5643'RIGHT OF WAY FENCE, 0.8 METERS (2.5 FT) NORTHWEST FROM A FIBERGLASS
 LW5643'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5644 ***********************************************************************
 LW5644  DESIGNATION -  SK 012
 LW5644  PID         -  LW5644
 LW5644  STATE/COUNTY-  RI/WASHINGTON
 LW5644  USGS QUAD   -  KINGSTON (1975)
 LW5644
 LW5644                         *CURRENT SURVEY CONTROL
 LW5644  ___________________________________________________________________
 LW5644* NAD 83(1996)-  41 25 31.83906(N)    071 31 25.90870(W)     ADJUSTED  
 LW5644* NAVD 88     -        27.844  (meters)      91.35   (feet)  ADJUSTED  
 LW5644  ___________________________________________________________________
 LW5644  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 LW5644  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LW5644  DYNAMIC HT  -          27.834 (meters)      91.32  (feet)  COMP
 LW5644  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 LW5644
 LW5644  HORZ ORDER  -  SECOND
 LW5644  VERT ORDER  -  SECOND    CLASS II
 LW5644
 LW5644.The horizontal coordinates were established by classical geodetic methods
 LW5644.and adjusted by the National Geodetic Survey in August 1998..
 LW5644
 LW5644.The orthometric height was determined by differential leveling
 LW5644.and adjusted by the National Geodetic Survey in April 1995..
 LW5644
 LW5644.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5644
 LW5644.The geoid height was determined by GEOID03.
 LW5644
 LW5644.The dynamic height is computed by dividing the NAVD 88
 LW5644.geopotential number by the normal gravity value computed on the
 LW5644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5644.degrees latitude (g = 980.6199 gals.).
 LW5644
 LW5644.The modeled gravity was interpolated from observed gravity values.
 LW5644
 LW5644;                    North         East     Units Scale Factor Converg.
 LW5644;SPC RI       -    38,001.872    98,005.218   MT  0.99999380   -0 00 56.8
 LW5644;SPC RI       -   124,677.81    321,538.79   sFT  0.99999380   -0 00 56.8
 LW5644;UTM  19      - 4,589,068.968   289,101.544   MT  1.00014740   -1 40 13.9
 LW5644
 LW5644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5644!SPC RI       -   1.00000039  x   0.99999380  =   0.99999419
 LW5644!UTM  19      -   1.00000039  x   1.00014740  =   1.00014779
 LW5644
 LW5644                          SUPERSEDED SURVEY CONTROL
 LW5644
 LW5644  NAD 83(1996)-  41 25 31.83815(N)    071 31 25.90778(W) AD(       ) 2
 LW5644  NAD 83(1992)-  41 25 31.83766(N)    071 31 25.90798(W) AD(       ) 2
 LW5644  NAD 83(1992)-  41 25 31.83662(N)    071 31 25.90790(W) AD(       ) 2
 LW5644  NAD 83(1992)-  41 25 31.83635(N)    071 31 25.90758(W) AD(       ) 2
 LW5644  NGVD 29 (09/30/94)   28.12   (m)           92.3    (f) LEVELING    3  
 LW5644
 LW5644.Superseded values are not recommended for survey control.
 LW5644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5644.See file dsdata.txt to determine how the superseded data were derived.
 LW5644
 LW5644_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8910289069(NAD 83)
 LW5644_MARKER: DD = SURVEY DISK
 LW5644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5644_SP_SET: CONCRETE POST
 LW5644_STAMPING: SK 012 1986
 LW5644_MARK LOGO: RIGS  
 LW5644_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5644+STABILITY: SURFACE MOTION
 LW5644
 LW5644  HISTORY     - Date     Condition        Report By
 LW5644  HISTORY     - 1986     MONUMENTED       RIGS
 LW5644
 LW5644                          STATION DESCRIPTION
 LW5644
 LW5644'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5644'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTHEAST OF PERRYVILLE
 LW5644'CENTER, 2.7 KM (1.7 MI) SOUTHWEST OF WAKEFIELD CENTER, AND 2.7 KM
 LW5644'(1.7 MI) EAST OF TUCKERTOWN CENTER.  OWNERSHIP--STATE RIGHT OF WAY.
 LW5644'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 110 AND U.S.
 LW5644'HIGHWAY 1, WHICH IS ABOUT 0.3 KM (0.2 MI) SOUTH OF PERRYVILLE CENTER,
 LW5644'GO NORTH FOR 5.0 KM (3.15 MI) ON HIGHWAY 1 TO THE STATION ON THE
 LW5644'LEFT, ABOUT 5.5 METERS (18.0 FT) FROM THE BREAKDOWN LANE OF HIGHWAY I
 LW5644'SOUTHBOUND.  THE STATION IS SET INTO THE TOP OF A ROUND CONCRETE
 LW5644'MONUMENT 30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED 11.7
 LW5644'METERS (38.5 FT) NORTHWEST FROM THE CENTERLINE OF HIGHWAY 1
 LW5644'SOUTHBOUND, 11.3 METERS (37.0 FT) SOUTHWEST FROM THE FACE OF THE NECO
 LW5644'POLE NUMBERED 8781, 7.9 METERS (26 FT) SOUTHEAST FROM THE FACE OF A
 LW5644'WIRE R.O.W. FENCE, AND 1.6 METERS (5.0 FT) SOUTHEAST FROM A
 LW5644'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5645 ***********************************************************************
 LW5645  DESIGNATION -  SK 012
 LW5645  PID         -  LW5645
 LW5645  STATE/COUNTY-  RI/WASHINGTON
 LW5645  USGS QUAD   -  KINGSTON (1975)
 LW5645
 LW5645                         *CURRENT SURVEY CONTROL
 LW5645  ___________________________________________________________________
 LW5645* NAD 83(1996)-  41 25 39.28970(N)    071 31 10.62308(W)     ADJUSTED  
 LW5645* NAVD 88     -        21.048  (meters)      69.06   (feet)  ADJUSTED  
 LW5645  ___________________________________________________________________
 LW5645  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 LW5645  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW5645  DYNAMIC HT  -          21.041 (meters)      69.03  (feet)  COMP
 LW5645  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 LW5645
 LW5645  HORZ ORDER  -  SECOND
 LW5645  VERT ORDER  -  SECOND    CLASS II
 LW5645
 LW5645.The horizontal coordinates were established by classical geodetic methods
 LW5645.and adjusted by the National Geodetic Survey in August 1998..
 LW5645
 LW5645.The orthometric height was determined by differential leveling
 LW5645.and adjusted by the National Geodetic Survey in April 1995..
 LW5645
 LW5645.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5645
 LW5645.The geoid height was determined by GEOID03.
 LW5645
 LW5645.The dynamic height is computed by dividing the NAVD 88
 LW5645.geopotential number by the normal gravity value computed on the
 LW5645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5645.degrees latitude (g = 980.6199 gals.).
 LW5645
 LW5645.The modeled gravity was interpolated from observed gravity values.
 LW5645
 LW5645;                    North         East     Units Scale Factor Converg.
 LW5645;SPC RI       -    38,231.638    98,360.199   MT  0.99999378   -0 00 46.7
 LW5645;SPC RI       -   125,431.63    322,703.42   sFT  0.99999378   -0 00 46.7
 LW5645;UTM  19      - 4,589,288.421   289,463.067   MT  1.00014553   -1 40 04.0
 LW5645
 LW5645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5645!SPC RI       -   1.00000145  x   0.99999378  =   0.99999523
 LW5645!UTM  19      -   1.00000145  x   1.00014553  =   1.00014699
 LW5645
 LW5645                          SUPERSEDED SURVEY CONTROL
 LW5645
 LW5645  NAD 83(1996)-  41 25 39.28880(N)    071 31 10.62215(W) AD(       ) 2
 LW5645  NAD 83(1992)-  41 25 39.28829(N)    071 31 10.62237(W) AD(       ) 2
 LW5645  NAD 83(1992)-  41 25 39.28726(N)    071 31 10.62226(W) AD(       ) 2
 LW5645  NAD 83(1992)-  41 25 39.28701(N)    071 31 10.62192(W) AD(       ) 2
 LW5645  NGVD 29 (09/30/94)   21.33   (m)           70.0    (f) LEVELING    3  
 LW5645
 LW5645.Superseded values are not recommended for survey control.
 LW5645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5645.See file dsdata.txt to determine how the superseded data were derived.
 LW5645
 LW5645_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8946389288(NAD 83)
 LW5645_MARKER: DD = SURVEY DISK
 LW5645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5645_SP_SET: CONCRETE POST
 LW5645_STAMPING: SK 012 1986
 LW5645_MARK LOGO: RIGS  
 LW5645_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5645+STABILITY: SURFACE MOTION
 LW5645
 LW5645  HISTORY     - Date     Condition        Report By
 LW5645  HISTORY     - 1986     MONUMENTED       RIGS
 LW5645  HISTORY     - 1986     GOOD             RIGS
 LW5645
 LW5645                          STATION DESCRIPTION
 LW5645
 LW5645'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5645'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) NORTHEAST OF PERRYVILLE
 LW5645'CENTER, 3.0 KM (1.9 MI) EAST OF TUCKERTOWN CENTER, AND 2.4 KM (1.5
 LW5645'MI) SOUTHWEST OF WAKEFIELD CENTER.  OWNERSHIP--STATE RIGHT OF WAY.
 LW5645'TO REACH THE STATION FROM THE U.S. HIGHWAY BRIDGE OVER STATE HIGHWAY
 LW5645'108, WHICH IS ABOUT 1.4 KM (0.85 MI) EAST SOUTHEAST OF WAKEFIELD
 LW5645'CENTER, GO SOUTH FOR 3.4 KM (2.1 MI) ON HIGHWAY 1 TO THE STATION ON
 LW5645'THE RIGHT, SET NORTH OF THE EDGE OF PAVEMENT OF THE OLD POST ROAD
 LW5645'ENTRANCE ONTO HIGHWAY 1 SOUTHBOUND.  THE STATION IS SET INTO THE TOP
 LW5645'OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW5645'LOCATED 20.7 METERS (68.0 FT) NORTH FROM THE CENTERLINE OF HIGHWAY 1
 LW5645'SOUTHBOUND, 7.0 METERS (23.0 FT) WEST NORTHWEST FROM THE CENTERLINE
 LW5645'OF THE ENTRANCE OF OLD POST ROAD ONTO HIGHWAY 1 SOUTHBOUND, 4.3
 LW5645'METERS (14.0 FT) EAST SOUTHEAST FROM A RHODE ISLAND HIGHWAY BOUND,
 LW5645'1.4 METERS (4.5 FT) SOUTH SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5645
 LW5645                          STATION RECOVERY (1986)
 LW5645
 LW5645'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW5645'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTHEAST OF PERRYVILLE
 LW5645'CENTER, 2.7 KM (1.7 MI) SOUTHWEST OF WAKEFIELD CENTER, AND 2.7 KM (1.7
 LW5645'MI) EAST OF TUCKERTOWN CENTER. OWNERSHIP--STATE RIGHT OF WAY. TO REACH
 LW5645'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 110 AND U.S. HIGHWAY 1,
 LW5645'WHICH IS ABOUT 0.3 KM (0.2 MI) SOUTH OF PERRYVILLE CENTER, GO NORTH
 LW5645'FOR 5.0 KM (3.15 MI) ON HIGHWAY 1 TO THE STATION ON THE LEFT, ABOUT
 LW5645'5.5 METERS (18.0 FT) FROM THE BREAKDOWN LANE OF HIGHWAY I SOUTHBOUND.
 LW5645'THE STATION IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LW5645'DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED 11.7 METERS (38.5 FT)
 LW5645'NORTHWEST FROM THE CENTERLINE OF HIGHWAY 1 SOUTHBOUND, 11.3 METERS
 LW5645'(37.0 FT) SOUTHWEST FROM THE FACE OF THE NECO POLE NUMBERED 8781, 7.9
 LW5645'METERS (26 FT) SOUTHEAST FROM THE FACE OF A WIRE R.O.W. FENCE, AND 1.6
 LW5645'METERS (5.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5647 ***********************************************************************
 LW5647  DESIGNATION -  SK 014
 LW5647  PID         -  LW5647
 LW5647  STATE/COUNTY-  RI/WASHINGTON
 LW5647  USGS QUAD   -  KINGSTON (1975)
 LW5647
 LW5647                         *CURRENT SURVEY CONTROL
 LW5647  ___________________________________________________________________
 LW5647* NAD 83(1996)-  41 25 37.04913(N)    071 30 16.02936(W)     ADJUSTED  
 LW5647* NAVD 88     -        11.630  (meters)      38.16   (feet)  ADJUSTED  
 LW5647  ___________________________________________________________________
 LW5647  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 LW5647  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LW5647  DYNAMIC HT  -          11.625 (meters)      38.14  (feet)  COMP
 LW5647  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 LW5647
 LW5647  HORZ ORDER  -  SECOND
 LW5647  VERT ORDER  -  SECOND    CLASS II
 LW5647
 LW5647.The horizontal coordinates were established by classical geodetic methods
 LW5647.and adjusted by the National Geodetic Survey in August 1998..
 LW5647
 LW5647.The orthometric height was determined by differential leveling
 LW5647.and adjusted by the National Geodetic Survey in April 1995..
 LW5647
 LW5647.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5647
 LW5647.The geoid height was determined by GEOID03.
 LW5647
 LW5647.The dynamic height is computed by dividing the NAVD 88
 LW5647.geopotential number by the normal gravity value computed on the
 LW5647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5647.degrees latitude (g = 980.6199 gals.).
 LW5647
 LW5647.The modeled gravity was interpolated from observed gravity values.
 LW5647
 LW5647;                    North         East     Units Scale Factor Converg.
 LW5647;SPC RI       -    38,162.339    99,627.810   MT  0.99999375   -0 00 10.6
 LW5647;SPC RI       -   125,204.27    326,862.24   sFT  0.99999375   -0 00 10.6
 LW5647;UTM  19      - 4,589,182.530   290,728.336   MT  1.00013899   -1 39 27.7
 LW5647
 LW5647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5647!SPC RI       -   1.00000293  x   0.99999375  =   0.99999668
 LW5647!UTM  19      -   1.00000293  x   1.00013899  =   1.00014192
 LW5647
 LW5647                          SUPERSEDED SURVEY CONTROL
 LW5647
 LW5647  NAD 83(1996)-  41 25 37.04826(N)    071 30 16.02841(W) AD(       ) 2
 LW5647  NAD 83(1992)-  41 25 37.04771(N)    071 30 16.02865(W) AD(       ) 2
 LW5647  NAD 83(1992)-  41 25 37.04672(N)    071 30 16.02852(W) AD(       ) 2
 LW5647  NAD 83(1992)-  41 25 37.04646(N)    071 30 16.02819(W) AD(       ) 2
 LW5647  NGVD 29 (09/30/94)   11.91   (m)           39.1    (f) LEVELING    3  
 LW5647
 LW5647.Superseded values are not recommended for survey control.
 LW5647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5647.See file dsdata.txt to determine how the superseded data were derived.
 LW5647
 LW5647_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9072889183(NAD 83)
 LW5647_MARKER: DD = SURVEY DISK
 LW5647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5647_SP_SET: CONCRETE POST
 LW5647_STAMPING: SK 014 1986
 LW5647_MARK LOGO: RIGS  
 LW5647_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5647+STABILITY: SURFACE MOTION
 LW5647
 LW5647  HISTORY     - Date     Condition        Report By
 LW5647  HISTORY     - 1986     MONUMENTED       RIGS
 LW5647
 LW5647                          STATION DESCRIPTION
 LW5647
 LW5647'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5647'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) EAST NORTHEAST OF
 LW5647'PERRYVILLE CENTER, 4.5 KM (2.8 MI) EAST OF TUCKERTOWN CENTER, AND 1.4
 LW5647'KM (0.9 MI) SOUTH SOUTHWEST OF WAKEFIELD CENTER.  OWNERSHIP--STATE
 LW5647'RIGHT OF WAY.  TO REACH THE STATION FROM THE U.S. HIGHWAY 1 BRIDGE
 LW5647'OVER STATE HIGHWAY 108, WHICH IS ABOUT 1.4 KM (O.9 MI) EAST SOUTHEAST
 LW5647'OF WAKEFIELD CENTER, GO SOUTH FOR 2.1 KM (1.3 MI) ON HIGHWAY 1 TO THE
 LW5647'STATION ON THE LEFT, SET NEAR THE TOP OF A GRASS SLOPE ON THE SOUTH
 LW5647'SIDE OF HIGHWAY 1 NORTHBOUND.  THE STATION IS SET INTO THE TOP OF A
 LW5647'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5647'12.5 METERS (41.0 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY 1
 LW5647'NORTHBOUND, 5.6 METERS (19.4 FT) EAST FROM THE NORTHERN MOST OF THREE
 LW5647'WOODEN POSTS SUPPORTING THE POND STREET EXIT SIGN, 1.15 METERS (3.8
 LW5647'FT) NORTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5648 ***********************************************************************
 LW5648  DESIGNATION -  SK 015
 LW5648  PID         -  LW5648
 LW5648  STATE/COUNTY-  RI/WASHINGTON
 LW5648  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW5648
 LW5648                         *CURRENT SURVEY CONTROL
 LW5648  ___________________________________________________________________
 LW5648* NAD 83(1996)-  41 25 45.75938(N)    071 29 46.90781(W)     ADJUSTED  
 LW5648* NAVD 88     -         9.060  (meters)      29.72   (feet)  ADJUSTED  
 LW5648  ___________________________________________________________________
 LW5648  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 LW5648  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW5648  DYNAMIC HT  -           9.057 (meters)      29.71  (feet)  COMP
 LW5648  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 LW5648
 LW5648  HORZ ORDER  -  SECOND
 LW5648  VERT ORDER  -  SECOND    CLASS II
 LW5648
 LW5648.The horizontal coordinates were established by classical geodetic methods
 LW5648.and adjusted by the National Geodetic Survey in August 1998..
 LW5648
 LW5648.The orthometric height was determined by differential leveling
 LW5648.and adjusted by the National Geodetic Survey in April 1995..
 LW5648
 LW5648.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5648
 LW5648.The geoid height was determined by GEOID03.
 LW5648
 LW5648.The dynamic height is computed by dividing the NAVD 88
 LW5648.geopotential number by the normal gravity value computed on the
 LW5648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5648.degrees latitude (g = 980.6199 gals.).
 LW5648
 LW5648.The modeled gravity was interpolated from observed gravity values.
 LW5648
 LW5648;                    North         East     Units Scale Factor Converg.
 LW5648;SPC RI       -    38,431.051   100,303.980   MT  0.99999375   +0 00 08.7
 LW5648;SPC RI       -   126,085.87    329,080.64   sFT  0.99999375   +0 00 08.7
 LW5648;UTM  19      - 4,589,431.639   291,412.082   MT  1.00013547   -1 39 08.7
 LW5648
 LW5648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5648!SPC RI       -   1.00000333  x   0.99999375  =   0.99999708
 LW5648!UTM  19      -   1.00000333  x   1.00013547  =   1.00013880
 LW5648
 LW5648                          SUPERSEDED SURVEY CONTROL
 LW5648
 LW5648  NAD 83(1996)-  41 25 45.75854(N)    071 29 46.90686(W) AD(       ) 2
 LW5648  NAD 83(1992)-  41 25 45.75796(N)    071 29 46.90710(W) AD(       ) 2
 LW5648  NAD 83(1992)-  41 25 45.75700(N)    071 29 46.90696(W) AD(       ) 2
 LW5648  NAD 83(1992)-  41 25 45.75673(N)    071 29 46.90659(W) AD(       ) 2
 LW5648  NGVD 29 (09/30/94)    9.34   (m)           30.6    (f) LEVELING    3  
 LW5648
 LW5648.Superseded values are not recommended for survey control.
 LW5648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5648.See file dsdata.txt to determine how the superseded data were derived.
 LW5648
 LW5648_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9141289432(NAD 83)
 LW5648_MARKER: DD = SURVEY DISK
 LW5648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5648_SP_SET: CONCRETE POST
 LW5648_STAMPING: SK 015 1986
 LW5648_MARK LOGO: RIGS  
 LW5648_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5648+STABILITY: SURFACE MOTION
 LW5648
 LW5648  HISTORY     - Date     Condition        Report By
 LW5648  HISTORY     - 1986     MONUMENTED       RIGS
 LW5648
 LW5648                          STATION DESCRIPTION
 LW5648
 LW5648'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5648'THE STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) EAST NORTHEAST OF
 LW5648'PERRYVILLE CENTER, 5.2 KM (3.25 MI) EAST OF TUCKERTOWN CENTER, AND
 LW5648'1.1 KM (0.7 MI) SOUTH OF WAKEFIELD CENTER.  OWNERSHIP--STATE RIGHT OF
 LW5648'WAY.  TO REACH THE STATION FROM THE U.S. HIGHWAY 1 BRIDGE OVER STATE
 LW5648'HIGHWAY 108, WHICH IS ABOUT 1.4 KM (0.85 MI) EAST SOUTHEAST OF
 LW5648'WAKEFIELD CENTER, GO SOUTH FOR 1.3 KM (0.80 MI) ON U.S. 1 TO THE
 LW5648'STATION ON THE RIGHT.  THE STATION IS SET INTO THE TOP OF A ROUND
 LW5648'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 10.5
 LW5648'METERS (34.5 FT) NORTH FROM THE CENTERLINE OF U.S. 1, 10.4 METERS
 LW5648'(34.2 FT) SOUTHEAST FROM A CHAINLINK FENCE POST AT THE SOUTHWEST
 LW5648'ANGLE OF THE FENCE, 5.15 METERS (16.9 FT) EAST NORTHEAST FROM A ROUND
 LW5648'MANHOLE COVER, 1.05 METERS (3.4 FT) SOUTH FROM A FIBERGLASS WITNESS
 LW5648'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5650 ***********************************************************************
 LW5650  DESIGNATION -  SK 016
 LW5650  PID         -  LW5650
 LW5650  STATE/COUNTY-  RI/WASHINGTON
 LW5650  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW5650
 LW5650                         *CURRENT SURVEY CONTROL
 LW5650  ___________________________________________________________________
 LW5650* NAD 83(1996)-  41 26 32.44566(N)    071 28 47.01793(W)     ADJUSTED  
 LW5650* NAVD 88     -        35.193  (meters)     115.46   (feet)  ADJUSTED  
 LW5650  ___________________________________________________________________
 LW5650  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 LW5650  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LW5650  DYNAMIC HT  -          35.181 (meters)     115.42  (feet)  COMP
 LW5650  MODELED GRAV-     980,278.5   (mgal)                       NAVD 88
 LW5650
 LW5650  HORZ ORDER  -  SECOND
 LW5650  VERT ORDER  -  SECOND    CLASS II
 LW5650
 LW5650.The horizontal coordinates were established by classical geodetic methods
 LW5650.and adjusted by the National Geodetic Survey in August 1998..
 LW5650
 LW5650.The orthometric height was determined by differential leveling
 LW5650.and adjusted by the National Geodetic Survey in April 1995..
 LW5650
 LW5650.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5650
 LW5650.The geoid height was determined by GEOID03.
 LW5650
 LW5650.The dynamic height is computed by dividing the NAVD 88
 LW5650.geopotential number by the normal gravity value computed on the
 LW5650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5650.degrees latitude (g = 980.6199 gals.).
 LW5650
 LW5650.The modeled gravity was interpolated from observed gravity values.
 LW5650
 LW5650;                    North         East     Units Scale Factor Converg.
 LW5650;SPC RI       -    39,871.536   101,694.191   MT  0.99999379   +0 00 48.3
 LW5650;SPC RI       -   130,811.86    333,641.69   sFT  0.99999379   +0 00 48.3
 LW5650;UTM  19      - 4,590,831.565   292,843.514   MT  1.00012815   -1 38 30.6
 LW5650
 LW5650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5650!SPC RI       -   0.99999923  x   0.99999379  =   0.99999302
 LW5650!UTM  19      -   0.99999923  x   1.00012815  =   1.00012738
 LW5650
 LW5650                          SUPERSEDED SURVEY CONTROL
 LW5650
 LW5650  NAD 83(1996)-  41 26 32.44486(N)    071 28 47.01702(W) AD(       ) 2
 LW5650  NAD 83(1992)-  41 26 32.44422(N)    071 28 47.01722(W) AD(       ) 2
 LW5650  NAD 83(1992)-  41 26 32.44332(N)    071 28 47.01710(W) AD(       ) 2
 LW5650  NAD 83(1992)-  41 26 32.44299(N)    071 28 47.01656(W) AD(       ) 2
 LW5650  NGVD 29 (09/30/94)   35.47   (m)          116.4    (f) LEVELING    3  
 LW5650
 LW5650.Superseded values are not recommended for survey control.
 LW5650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5650.See file dsdata.txt to determine how the superseded data were derived.
 LW5650
 LW5650_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9284490832(NAD 83)
 LW5650_MARKER: DD = SURVEY DISK
 LW5650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5650_SP_SET: CONCRETE POST
 LW5650_STAMPING: SK 016 1986
 LW5650_MARK LOGO: RIGS  
 LW5650_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5650+STABILITY: SURFACE MOTION
 LW5650
 LW5650  HISTORY     - Date     Condition        Report By
 LW5650  HISTORY     - 1986     MONUMENTED       RIGS
 LW5650
 LW5650                          STATION DESCRIPTION
 LW5650
 LW5650'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5650'THE STATION IS LOCATED ABOUT 5.35 KM (3.30 MI) SOUTH OF MOORESFIELD
 LW5650'CENTER, 1.9 KM (1.20 MI) EAST SOUTHEAST OF PEACEDALE CENTER, AND 1.6
 LW5650'KM (1.00 MI) EAST NORTHEAST OF WAKEFIELD CENTER.  OWNERSHIP--STATE
 LW5650'RIGHT OF WAY.  TO REACH THE STATION FROM THE U.S. HIGHWAY 1 BRIDGE
 LW5650'OVER STATE HIGHWAY 108, WHICH IS ABOUT 1.45 KM (0.90 MI) EAST OF
 LW5650'WAKEFIELD CENTER, GO NORTH FOR 0.9 KM (0.55 MI) ON HIGHWAY 1 TO THE
 LW5650'STATION ON THE LEFT.  THE STATION IS SET INTO THE TOP OF A ROUND
 LW5650'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 32.6
 LW5650'METERS (107.0 FT) SOUTHWEST FROM THE FACE OF NECO POLE NUMBERED 4828,
 LW5650'28.8 METERS (94.5 FT) NORTH NORTHEAST FROM THE FACE OF NECO POLE
 LW5650'NUMBERED 4829, 15.6 METERS (51.0 FT) NORTHWEST FROM THE CENTERLINE OF
 LW5650'HIGHWAY 1 SOUTHBOUND, 0.9 METERS (3.0 FT) SOUTHEAST FROM THE FACE OF
 LW5650'A WHITEWASHED GUARDRAIL, AND 0.9 METERS (3.0 FT) SOUTHEAST FROM A
 LW5650'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5629 ***********************************************************************
 LW5629  DESIGNATION -  SK 017
 LW5629  PID         -  LW5629
 LW5629  STATE/COUNTY-  RI/WASHINGTON
 LW5629  USGS QUAD   -  KINGSTON (1975)
 LW5629
 LW5629                         *CURRENT SURVEY CONTROL
 LW5629  ___________________________________________________________________
 LW5629* NAD 83(1996)-  41 23 37.27910(N)    071 36 50.17872(W)     ADJUSTED  
 LW5629* NAVD 88     -        20.511  (meters)      67.29   (feet)  ADJUSTED  
 LW5629  ___________________________________________________________________
 LW5629  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 LW5629  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW5629  DYNAMIC HT  -          20.503 (meters)      67.27  (feet)  COMP
 LW5629  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 LW5629
 LW5629  HORZ ORDER  -  SECOND
 LW5629  VERT ORDER  -  SECOND    CLASS II
 LW5629
 LW5629.The horizontal coordinates were established by classical geodetic methods
 LW5629.and adjusted by the National Geodetic Survey in August 1998..
 LW5629
 LW5629.The orthometric height was determined by differential leveling
 LW5629.and adjusted by the National Geodetic Survey in April 1995..
 LW5629
 LW5629.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5629
 LW5629.The geoid height was determined by GEOID03.
 LW5629
 LW5629.The dynamic height is computed by dividing the NAVD 88
 LW5629.geopotential number by the normal gravity value computed on the
 LW5629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5629.degrees latitude (g = 980.6199 gals.).
 LW5629
 LW5629.The modeled gravity was interpolated from observed gravity values.
 LW5629
 LW5629;                    North         East     Units Scale Factor Converg.
 LW5629;SPC RI       -    34,473.651    90,471.086   MT  0.99999487   -0 04 31.2
 LW5629;SPC RI       -   113,102.30    296,820.55   sFT  0.99999487   -0 04 31.2
 LW5629;UTM  19      - 4,585,759.139   281,467.377   MT  1.00018776   -1 43 44.7
 LW5629
 LW5629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5629!SPC RI       -   1.00000156  x   0.99999487  =   0.99999643
 LW5629!UTM  19      -   1.00000156  x   1.00018776  =   1.00018932
 LW5629
 LW5629                          SUPERSEDED SURVEY CONTROL
 LW5629
 LW5629  NAD 83(1996)-  41 23 37.27786(N)    071 36 50.17792(W) AD(       ) 2
 LW5629  NAD 83(1992)-  41 23 37.27772(N)    071 36 50.17796(W) AD(       ) 2
 LW5629  NAD 83(1992)-  41 23 37.27628(N)    071 36 50.17801(W) AD(       ) 2
 LW5629  NAD 83(1992)-  41 23 37.27644(N)    071 36 50.17805(W) AD(       ) 2
 LW5629  NGVD 29 (09/30/94)   20.79   (m)           68.2    (f) LEVELING    3  
 LW5629
 LW5629.Superseded values are not recommended for survey control.
 LW5629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5629.See file dsdata.txt to determine how the superseded data were derived.
 LW5629
 LW5629_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8146785759(NAD 83)
 LW5629_MARKER: DD = SURVEY DISK
 LW5629_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LW5629_SP_SET: CONCRETE FOUNDATION OF SIGN PO
 LW5629_STAMPING: SK 017 1986
 LW5629_MARK LOGO: RIGS  
 LW5629_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW5629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5629+STABILITY: SURFACE MOTION
 LW5629
 LW5629  HISTORY     - Date     Condition        Report By
 LW5629  HISTORY     - 1986     MONUMENTED       RIGS
 LW5629
 LW5629                          STATION DESCRIPTION
 LW5629
 LW5629'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5629'THE STATION IS LOCATED ABOUT 5.9 KM (3.7 MI) SOUTHWEST OF TUCKERTOWN
 LW5629'CENTER, 4.4 KM (2.75 MI) WEST SOUTHWEST OF PERRYVILLE CENTER, AND 2.7
 LW5629'KM (1.7 MI) EAST NORTHEAST OF CHARLESTOWN CENTER.  OWNERSHIP--STATE
 LW5629'RIGHT OF WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 LW5629'HIGHWAY 110 AND U.S. HIGHWAY 1, WHICH IS ABOOUT 0.3 KM (0.2 MI)
 LW5629'SOUTH OF PERRYVILLE CENTER, GO SOUTH FOR 4.4 KM (2.75 MI) ON U.S.
 LW5629'HIGHWAY 1, TO THE STATION ON THE LEFT, SET IN A CONCRETE SIGN BASE IN
 LW5629'THE MEDIAN.  THE STATION IS SET INTO A DRILL HOLE IN A SIX FOOT BY
 LW5629'THREE FOOT CONCRETE SIGN BASE, WHICH READS, ENTERING CHARLESTOWN.
 LW5629'LOCATED 14.4 METERS (47.1 FT) NORTH NORTHWEST FROM THE CENTERLINE OF
 LW5629'HIGHWAY 1 NORTHBOUND, 7.0 METERS (23.0 FT) SOUTH SOUTHEAST FROM THE
 LW5629'CENTERLINE OF U.S. HIGHWAY 1 SOUTHBOUND, 7.0 METERS (23.0 FT) NORTH
 LW5629'FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5651 ***********************************************************************
 LW5651  DESIGNATION -  SK 018
 LW5651  PID         -  LW5651
 LW5651  STATE/COUNTY-  RI/WASHINGTON
 LW5651  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW5651
 LW5651                         *CURRENT SURVEY CONTROL
 LW5651  ___________________________________________________________________
 LW5651* NAD 83(1996)-  41 26 44.96324(N)    071 28 32.73940(W)     ADJUSTED  
 LW5651* NAVD 88     -        50.140  (meters)     164.50   (feet)  ADJUSTED  
 LW5651  ___________________________________________________________________
 LW5651  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 LW5651  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW5651  DYNAMIC HT  -          50.123 (meters)     164.45  (feet)  COMP
 LW5651  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LW5651
 LW5651  HORZ ORDER  -  SECOND
 LW5651  VERT ORDER  -  SECOND    CLASS II
 LW5651
 LW5651.The horizontal coordinates were established by classical geodetic methods
 LW5651.and adjusted by the National Geodetic Survey in August 1998..
 LW5651
 LW5651.The orthometric height was determined by differential leveling
 LW5651.and adjusted by the National Geodetic Survey in April 1995..
 LW5651
 LW5651.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5651
 LW5651.The geoid height was determined by GEOID03.
 LW5651
 LW5651.The dynamic height is computed by dividing the NAVD 88
 LW5651.geopotential number by the normal gravity value computed on the
 LW5651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5651.degrees latitude (g = 980.6199 gals.).
 LW5651
 LW5651.The modeled gravity was interpolated from observed gravity values.
 LW5651
 LW5651;                    North         East     Units Scale Factor Converg.
 LW5651;SPC RI       -    40,257.795   102,025.541   MT  0.99999380   +0 00 57.8
 LW5651;SPC RI       -   132,079.12    334,728.80   sFT  0.99999380   +0 00 57.8
 LW5651;UTM  19      - 4,591,208.141   293,185.930   MT  1.00012640   -1 38 21.5
 LW5651
 LW5651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5651!SPC RI       -   0.99999688  x   0.99999380  =   0.99999068
 LW5651!UTM  19      -   0.99999688  x   1.00012640  =   1.00012328
 LW5651
 LW5651                          SUPERSEDED SURVEY CONTROL
 LW5651
 LW5651  NAD 83(1996)-  41 26 44.96246(N)    071 28 32.73849(W) AD(       ) 2
 LW5651  NAD 83(1992)-  41 26 44.96180(N)    071 28 32.73869(W) AD(       ) 2
 LW5651  NAD 83(1992)-  41 26 44.96092(N)    071 28 32.73857(W) AD(       ) 2
 LW5651  NAD 83(1992)-  41 26 44.96058(N)    071 28 32.73794(W) AD(       ) 2
 LW5651  NGVD 29 (09/30/94)   50.42   (m)          165.4    (f) LEVELING    3  
 LW5651
 LW5651.Superseded values are not recommended for survey control.
 LW5651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5651.See file dsdata.txt to determine how the superseded data were derived.
 LW5651
 LW5651_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9318691208(NAD 83)
 LW5651_MARKER: DD = SURVEY DISK
 LW5651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5651_SP_SET: CONCRETE POST
 LW5651_STAMPING: SK 018 1986
 LW5651_MARK LOGO: RIGS  
 LW5651_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5651+STABILITY: SURFACE MOTION
 LW5651
 LW5651  HISTORY     - Date     Condition        Report By
 LW5651  HISTORY     - 1986     MONUMENTED       RIGS
 LW5651
 LW5651                          STATION DESCRIPTION
 LW5651
 LW5651'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5651'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTH SOUTHEAST OF
 LW5651'MOORESFIELD CENTER, 2.1 KM (1.30 MI) EAST SOUTHEAST OF PEACEDALE
 LW5651'CENTER, AND 2.0 KM (1.25 MI) NORTHEAST OF WAKEFIELD CENTER.
 LW5651'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE U.S.
 LW5651'HIGHWAY 1 BRIDGE OVER STATE HIGHWAY 108, WHICH IS ABOUT 1.45 KM (0.90
 LW5651'MI) EAST OF WAKEFIELD CENTER, GO NORTH FOR 1.35 KM (0.85 MI) ON U.S.
 LW5651'1 TO THE STATION ON THE RIGHT.  THE STATION IS SET INTO THE TOP OF A
 LW5651'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.
 LW5651'LOCATED 26.2 METERS (86.0 FT) WEST NORTHWEST FROM THE SOUTHWEST
 LW5651'CORNER OF A RANCH STYLE HOUSE, NUMBERED 4942, 21.0 METERS (69.0 FT)
 LW5651'NORTH FROM THE NORTHWEST CORNER OF A HOUSE, NUMBERED 4958, 11.1
 LW5651'METERS (36.5 FT) SOUTHEAST FROM THE CENTERLINE OF U.S. 1 NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5102 ***********************************************************************
 AA5102  DESIGNATION -  SK 019
 AA5102  PID         -  AA5102
 AA5102  STATE/COUNTY-  RI/WASHINGTON
 AA5102  USGS QUAD   -  NARRAGANSETT PIER (1975)
 AA5102
 AA5102                         *CURRENT SURVEY CONTROL
 AA5102  ___________________________________________________________________
 AA5102* NAD 83(1996)-  41 27 11.92192(N)    071 28 07.66075(W)     ADJUSTED  
 AA5102* NAVD 88     -        41.5    (meters)     136.     (feet)  VERTCON   
 AA5102  ___________________________________________________________________
 AA5102  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AA5102  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AA5102
 AA5102  HORZ ORDER  -  SECOND
 AA5102
 AA5102.The horizontal coordinates were established by classical geodetic methods
 AA5102.and adjusted by the National Geodetic Survey in August 1998..
 AA5102
 AA5102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5102
 AA5102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5102
 AA5102.The geoid height was determined by GEOID03.
 AA5102
 AA5102;                    North         East     Units Scale Factor Converg.
 AA5102;SPC RI       -    41,089.671   102,607.381   MT  0.99999383   +0 01 14.4
 AA5102;SPC RI       -   134,808.36    336,637.72   sFT  0.99999383   +0 01 14.4
 AA5102;UTM  19      - 4,592,022.968   293,791.639   MT  1.00012332   -1 38 05.8
 AA5102
 AA5102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5102!SPC RI       -   0.99999824  x   0.99999383  =   0.99999207
 AA5102!UTM  19      -   0.99999824  x   1.00012332  =   1.00012156
 AA5102
 AA5102                          SUPERSEDED SURVEY CONTROL
 AA5102
 AA5102  NAD 83(1996)-  41 27 11.92115(N)    071 28 07.65989(W) AD(       ) 2
 AA5102  NAD 83(1992)-  41 27 11.92047(N)    071 28 07.66003(W) AD(       ) 2
 AA5102  NAD 83(1992)-  41 27 11.91963(N)    071 28 07.65994(W) AD(       ) 2
 AA5102  NAD 83(1992)-  41 27 11.91944(N)    071 28 07.65893(W) AD(       ) 2
 AA5102  NGVD 29 (09/30/94)   41.8    (m)          137.     (f) VERT ANG       
 AA5102
 AA5102.Superseded values are not recommended for survey control.
 AA5102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5102.See file dsdata.txt to determine how the superseded data were derived.
 AA5102
 AA5102_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9379292023(NAD 83)
 AA5102_MARKER: DD = SURVEY DISK
 AA5102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5102_STAMPING: SK 019 1986
 AA5102_MARK LOGO: RIGS  
 AA5102_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5102+STABILITY: SURFACE MOTION
 AA5102
 AA5102  HISTORY     - Date     Condition        Report By
 AA5102  HISTORY     - 1986     MONUMENTED       RIGS
 AA5102
 AA5102                          STATION DESCRIPTION
 AA5102
 AA5102'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 AA5102'THE STATION IS LOCATED ABOUT 2.55 KM (1.60 MI) EAST OF PEACEDALE
 AA5102'CENTER, 2.90 KM (1.80 MI) NORTHEAST OF WAKEFIELD CENTER, AND 4.4 KM
 AA5102'(2.75 MI) SOUTH SOUTHEAST OF MOORESFIELD CENTER. OWNERSHIP--STATE
 AA5102'RIGHT OF WAY. TO REACH THE STATION FROM THE U.S. HIGHWAY 1 BRIDGE OVER
 AA5102'STATE HIGHWAY 108, WHICH IS ABOUT 1.45 KM (0.90 MI) EAST OF WAKEFIELD
 AA5102'CENTER, GO NORTH FOR 2.30 KM (1.45 MI) ON U.S. 1 TO THE STATION ON THE
 AA5102'RIGHT, ON THE TOP OF A GRASSY SLOPE. THE STATION IS SET INTO THE TOP
 AA5102'OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.
 AA5102'LOCATED 25.0 METERS (82.0 FT) SOUTH FROM THE FACE OF NECO POLE
 AA5102'NUMBERED 65S, 23.5 METERS (77.0 FT) EAST SOUTHEAST FROM THE CENTERLINE
 AA5102'OF HIGHWAY 1 NORTHBOUND, 4.2 METERS (13.6 FT) WEST NORTHWEST FROM A
 AA5102'WIRE FENCE (ELECTRIFIED) ENCLOSING A PASTURE, 3.5 METERS (11.5 FT)
 AA5102'WEST NORTHWEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5576 ***********************************************************************
 LW5576  DESIGNATION -  SK 020
 LW5576  PID         -  LW5576
 LW5576  STATE/COUNTY-  RI/WASHINGTON
 LW5576  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW5576
 LW5576                         *CURRENT SURVEY CONTROL
 LW5576  ___________________________________________________________________
 LW5576* NAD 83(1996)-  41 27 20.53790(N)    071 28 08.66681(W)     ADJUSTED  
 LW5576* NAVD 88     -        42.3    (meters)     139.     (feet)  VERTCON   
 LW5576  ___________________________________________________________________
 LW5576  X           -   1,521,465.519 (meters)                     COMP
 LW5576  Y           -  -4,539,037.663 (meters)                     COMP
 LW5576  Z           -   4,200,494.554 (meters)                     COMP
 LW5576  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 LW5576  ELLIP HEIGHT-          12.20  (meters)          (06/13/02) GPS OBS
 LW5576  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LW5576
 LW5576  HORZ ORDER  -  SECOND
 LW5576  ELLP ORDER  -  FOURTH    CLASS II
 LW5576
 LW5576.The horizontal coordinates were established by classical geodetic methods
 LW5576.and adjusted by the National Geodetic Survey in August 1998..
 LW5576
 LW5576.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5576
 LW5576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5576
 LW5576.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5576
 LW5576.The ellipsoidal height was determined by GPS observations
 LW5576.and is referenced to NAD 83.
 LW5576
 LW5576.The geoid height was determined by GEOID03.
 LW5576
 LW5576;                    North         East     Units Scale Factor Converg.
 LW5576;SPC RI       -    41,355.470   102,583.936   MT  0.99999383   +0 01 13.7
 LW5576;SPC RI       -   135,680.40    336,560.80   sFT  0.99999383   +0 01 13.7
 LW5576;UTM  19      - 4,592,289.368   293,775.881   MT  1.00012340   -1 38 06.7
 LW5576
 LW5576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5576!SPC RI       -   0.99999809  x   0.99999383  =   0.99999192
 LW5576!UTM  19      -   0.99999809  x   1.00012340  =   1.00012149
 LW5576
 LW5576                          SUPERSEDED SURVEY CONTROL
 LW5576
 LW5576  ELLIP H (08/17/98)   12.22   (m)                       GP(       ) 4 1
 LW5576  NAD 83(1996)-  41 27 20.53716(N)    071 28 08.66597(W) AD(       ) 2
 LW5576  NAD 83(1992)-  41 27 20.53641(N)    071 28 08.66608(W) AD(       ) 2
 LW5576  ELLIP H (01/17/96)   12.17   (m)                       GP(       ) 4 2
 LW5576  NAD 83(1992)-  41 27 20.53572(N)    071 28 08.66602(W) AD(       ) 2
 LW5576  NAD 83(1992)-  41 27 20.53530(N)    071 28 08.66491(W) AD(       ) 2
 LW5576  NAD 83(1986)-  41 27 20.53530(N)    071 28 08.66491(W) AD(       ) 3
 LW5576  NGVD 29 (09/30/94)   42.6    (m)          140.     (f) VERT ANG       
 LW5576
 LW5576.Superseded values are not recommended for survey control.
 LW5576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5576.See file dsdata.txt to determine how the superseded data were derived.
 LW5576
 LW5576_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9377692289(NAD 83)
 LW5576_MARKER: DD = SURVEY DISK
 LW5576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5576_SP_SET: CONCRETE POST
 LW5576_STAMPING: SK 020 1987
 LW5576_MARK LOGO: RIGS  
 LW5576_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5576+STABILITY: SURFACE MOTION
 LW5576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5576+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1989
 LW5576
 LW5576  HISTORY     - Date     Condition        Report By
 LW5576  HISTORY     - 1987     MONUMENTED       RIGS
 LW5576  HISTORY     - 19890713 GOOD
 LW5576  HISTORY     - 19900821 GOOD             RIGS
 LW5576
 LW5576                          STATION DESCRIPTION
 LW5576
 LW5576'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5576'THE STATION IS LOCATED ABOUT 3.1 KM (1.95 MI) NORTHEAST FROM WAKEFIELD
 LW5576'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5576'SURVEY,401 277-2814.
 LW5576'TO REACH FROM THE INTERSECTION OF U S HIGHWAY 1, TOWER HILL ROAD,
 LW5576'STATE HIGHWAY 138, MOORSEFIELD ROAD, AND BRIDGETOWN ROAD, GO SOUTH 4.4
 LW5576'KM (2.75 MI) ON HIGHWAY 1 TO THE STATION ON THE RIGHT AS DESCRIBED.
 LW5576'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5576'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 18.9
 LW5576'M (62.0 FT) WEST NORTHWEST FROM THE CENTER OF THE TWO SOUTHBOUND
 LW5576'TRAVEL LANES, 12.9 M (42.3 FT) NORTH NORTHWEST FROM A NE CO/NET+T POLE
 LW5576'70, 0.45 M (1.5 FT) SOUTHEAST FROM A STONE WALL,0.35 M (1.1 FT)
 LW5576'SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5576
 LW5576                          STATION RECOVERY (1989)
 LW5576
 LW5576'RECOVERED 1989
 LW5576'RECOVERED IN GOOD CONDITION.
 LW5576
 LW5576                          STATION RECOVERY (1990)
 LW5576
 LW5576'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW5576'THE STATION IS LOCATED ABOUT 3.1 KM (1.95 MI) NORTHEAST FROM
 LW5576'WAKEFIELD CENTER.  OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND
 LW5576'GEODETIC SURVEY,401 277-2814.  TO REACH FROM THE INTERSECTION OF U S
 LW5576'HIGHWAY 1, TOWER HILL ROAD, STATE HIGHWAY 138, MOORSEFIELD ROAD, AND
 LW5576'BRIDGETOWN ROAD, GO SOUTH 4.4 KM (2.75 MI) ON HIGHWAY 1 TO THE
 LW5576'STATION ON THE RIGHT AS DESCRIBED.  THE STATION IS A STANDARD RIGS
 LW5576'DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW5576'FLUSH WITH THE GROUND.  IT IS 18.9 M (62.0 FT) WEST NORTHWEST FROM
 LW5576'THE CENTER OF THE TWO SOUTHBOUND TRAVEL LANES, 12.9 M (42.3 FT) NORTH
 LW5576'NORTHWEST FROM A NE CO/NET+T POLE 70, 0.45 M (1.5 FT) SOUTHEAST FROM
 LW5576'A STONE WALL,0.35 M (1.1 FT) SOUTHEAST FROM A FIBERGLASS WITNESS
 LW5576'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5577 ***********************************************************************
 LW5577  DESIGNATION -  SK 021
 LW5577  PID         -  LW5577
 LW5577  STATE/COUNTY-  RI/WASHINGTON
 LW5577  USGS QUAD   -  SLOCUM (1975)
 LW5577
 LW5577                         *CURRENT SURVEY CONTROL
 LW5577  ___________________________________________________________________
 LW5577* NAD 83(1996)-  41 30 13.53779(N)    071 35 44.52908(W)     ADJUSTED  
 LW5577* NAVD 88     -        36.8    (meters)     121.     (feet)  VERTCON   
 LW5577  ___________________________________________________________________
 LW5577  X           -   1,510,312.704 (meters)                     COMP
 LW5577  Y           -  -4,539,030.774 (meters)                     COMP
 LW5577  Z           -   4,204,489.361 (meters)                     COMP
 LW5577  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 LW5577  ELLIP HEIGHT-           6.50  (meters)          (06/13/02) GPS OBS
 LW5577  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW5577
 LW5577  HORZ ORDER  -  THIRD
 LW5577  ELLP ORDER  -  FOURTH    CLASS II
 LW5577
 LW5577.The horizontal coordinates were established by GPS observations
 LW5577.and adjusted by the National Geodetic Survey in August 1998..
 LW5577
 LW5577.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5577
 LW5577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5577
 LW5577.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5577
 LW5577.The ellipsoidal height was determined by GPS observations
 LW5577.and is referenced to NAD 83.
 LW5577
 LW5577.The geoid height was determined by GEOID03.
 LW5577
 LW5577;                    North         East     Units Scale Factor Converg.
 LW5577;SPC RI       -    46,696.597    92,009.718   MT  0.99999454   -0 03 48.3
 LW5577;SPC RI       -   153,203.75    301,868.55   sFT  0.99999454   -0 03 48.3
 LW5577;UTM  19      - 4,597,934.820   283,358.852   MT  1.00017761   -1 43 14.7
 LW5577
 LW5577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5577!SPC RI       -   0.99999898  x   0.99999454  =   0.99999352
 LW5577!UTM  19      -   0.99999898  x   1.00017761  =   1.00017659
 LW5577
 LW5577                          SUPERSEDED SURVEY CONTROL
 LW5577
 LW5577  ELLIP H (08/17/98)    6.53   (m)                       GP(       ) 4 1
 LW5577  NAD 83(1996)-  41 30 13.53652(N)    071 35 44.52832(W) AD(       ) 3
 LW5577  NAD 83(1992)-  41 30 13.53637(N)    071 35 44.52830(W) AD(       ) 3
 LW5577  ELLIP H (01/17/96)    6.47   (m)                       GP(       ) 4 2
 LW5577  NAD 83(1992)-  41 30 13.53559(N)    071 35 44.52853(W) AD(       ) 3
 LW5577  NAD 83(1986)-  41 30 13.53558(N)    071 35 44.52849(W) AD(       ) 3
 LW5577  NGVD 29 (07/30/91)   37.0    (m)          121.     (f) GPS OBS        
 LW5577
 LW5577.Superseded values are not recommended for survey control.
 LW5577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5577.See file dsdata.txt to determine how the superseded data were derived.
 LW5577
 LW5577_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8335997935(NAD 83)
 LW5577_MARKER: DD = SURVEY DISK
 LW5577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5577_SP_SET: CONCRETE POST
 LW5577_STAMPING: SK 021 1989
 LW5577_MARK LOGO: RIGS  
 LW5577_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5577+STABILITY: SURFACE MOTION
 LW5577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5577+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 LW5577
 LW5577  HISTORY     - Date     Condition        Report By
 LW5577  HISTORY     - 1989     MONUMENTED       RIGS
 LW5577  HISTORY     - 19980921 GOOD             USPSQD
 LW5577  HISTORY     - 20040419 GOOD             USPSQD
 LW5577
 LW5577                          STATION DESCRIPTION
 LW5577
 LW5577'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5577'THE STATION IS LOCATED ABOUT 6.27 KM (3.90 MI) NORTHWEST OF KINGSTON
 LW5577'CENTER. OWNERSHIP--WILLIAM AND LOIS ARNOLD, 685 USQUEPAUGH ROAD, WEST
 LW5577'KINGSTON, 401 783-3476
 LW5577'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 138 AND 2, GO WEST
 LW5577'2.24 KM (1.40 MI) ON STATE HIGHWAY 138 TO A SIDE ROAD RIGHT, TURN
 LW5577'RIGHT AND GO 15.25 M (50.0 FT) ON DUGWAY BRIDGE ROAD TO THE STATION ON
 LW5577'THE RIGHT.
 LW5577'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5577'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 0.75 CM BELOW THE LEVEL
 LW5577'OF THE GROUND. IT IS 31.7 M (104.0 FT) NORTH NORTHWEST FROM A NECO
 LW5577'POLE 660, 20.5 M (67.3 FT) NORTHEAST FROM THE CENTERLINE OF HIGHWAY
 LW5577'138, 6.85 M (22.5 FT) EAST FROM THE CENTERLINE OF DUGWAY BRIDGE ROAD,
 LW5577'0.3 M (1.0 FT) FROM THE TOP OF SLOPE, 1.46 M (4.8 FT) EAST FROM A
 LW5577'FIBERGLASS WITNESS POST AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 LW5577'ROAD.
 LW5577
 LW5577                          STATION RECOVERY (1998)
 LW5577
 LW5577'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW5577'RECOVERED IN GOOD CONDITION.
 LW5577
 LW5577                          STATION RECOVERY (2004)
 LW5577
 LW5577'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW5577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2178 ***********************************************************************
 LW2178  DESIGNATION -  SLADE FARM FLAG
 LW2178  PID         -  LW2178
 LW2178  STATE/COUNTY-  RI/NEWPORT
 LW2178  USGS QUAD   -  TIVERTON (1975)
 LW2178
 LW2178                         *CURRENT SURVEY CONTROL
 LW2178  ___________________________________________________________________
 LW2178* NAD 83(1996)-  41 34 13.65116(N)    071 12 24.72014(W)     ADJUSTED  
 LW2178* NAVD 88     -                                                        
 LW2178  ___________________________________________________________________
 LW2178  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 LW2178  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW2178
 LW2178  HORZ ORDER  -  THIRD
 LW2178
 LW2178.The horizontal coordinates were established by classical geodetic methods
 LW2178.and adjusted by the National Geodetic Survey in August 1998..
 LW2178
 LW2178
 LW2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2178
 LW2178.The geoid height was determined by GEOID03.
 LW2178
 LW2178;                    North         East     Units Scale Factor Converg.
 LW2178;SPC RI       -    54,141.413   124,448.820   MT  1.00000110   +0 11 40.2
 LW2178;SPC RI       -   177,628.95    408,295.84   sFT  1.00000110   +0 11 40.2
 LW2178;SPC MA M     -   813,402.852   224,449.513   MT  1.00002461   +0 11 48.9
 LW2178;SPC MA M     - 2,668,639.19    736,381.44   sFT  1.00002461   +0 11 48.9
 LW2178;UTM  19      - 4,604,438.417   316,003.052   MT  1.00001664   -1 27 53.1
 LW2178
 LW2178                          SUPERSEDED SURVEY CONTROL
 LW2178
 LW2178  NAD 83(1996)-  41 34 13.65097(N)    071 12 24.71996(W) AD(       ) 4
 LW2178  NAD 83(1992)-  41 34 13.64935(N)    071 12 24.71928(W) AD(       ) 4
 LW2178  NAD 83(1992)-  41 34 13.64904(N)    071 12 24.71910(W) AD(       ) 4
 LW2178  NAD 83(1986)-  41 34 13.64943(N)    071 12 24.71746(W) AD(       ) 4
 LW2178  NAD 27      -  41 34 13.27900(N)    071 12 26.55200(W) AD(       ) 3
 LW2178
 LW2178.Superseded values are not recommended for survey control.
 LW2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2178.See file dsdata.txt to determine how the superseded data were derived.
 LW2178
 LW2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1600304438(NAD 83)
 LW2178
 LW2178  HISTORY     - Date     Condition        Report By
 LW2178  HISTORY     - 1917     MONUMENTED       CGS
 LW2178  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2178  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2178
 LW2178                          STATION DESCRIPTION
 LW2178
 LW2178'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2178'AT THE GIVEN GEOGRAPHIC POSITION IS THE FLAGPOLE SW OF THE
 LW2178'HOUSE OF LOUIS P. SLADE, ON THE E SIDE OF THE SAKONNET RIVER,
 LW2178'ABOUT 1 MILE W OF TIVERTON FOUR CORNERS, AND ABOUT 1/8 MILE E OF
 LW2178'THE SHORE.  THE FLAGPOLE IS ABOUT 0.2 MILE W OF THE ROAD WHICH
 LW2178'PARALLELS THE SHORE, AND 46 FEET SW OF A 30-INCH DIAMETER ELM, AT
 LW2178'THE SW CORNER OF A STONE WALL.  I AM TOLD, THAT THE POLE IS IN
 LW2178'THE SAME LOCATION AS IT WAS IN 1917, BUT THE UPPER MAST HAS BEEN
 LW2178'REMOVED.
 LW2178
 LW2178                          STATION RECOVERY (1954)
 LW2178
 LW2178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2178'FLAGPOLE RECOVERED AS DESCRIBED IN THE RECOVERY NOTES OF THE R.I.
 LW2178'GEODETIC SURVEY IN 1935.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2627 ***********************************************************************
 LW2627  DESIGNATION -  SLATER
 LW2627  PID         -  LW2627
 LW2627  STATE/COUNTY-  RI/PROVIDENCE
 LW2627  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2627
 LW2627                         *CURRENT SURVEY CONTROL
 LW2627  ___________________________________________________________________
 LW2627* NAD 83(1996)-  41 52 28.23447(N)    071 20 32.69359(W)     ADJUSTED  
 LW2627* NAVD 88     -        24.9    (meters)      82.     (feet)  VERTCON   
 LW2627  ___________________________________________________________________
 LW2627  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW2627  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LW2627
 LW2627  HORZ ORDER  -  FIRST
 LW2627
 LW2627.The horizontal coordinates were established by classical geodetic methods
 LW2627.and adjusted by the National Geodetic Survey in August 1998..
 LW2627
 LW2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2627
 LW2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2627
 LW2627.The geoid height was determined by GEOID03.
 LW2627
 LW2627;                    North         East     Units Scale Factor Converg.
 LW2627;SPC RI       -    87,882.007   113,081.587   MT  0.99999585   +0 06 18.7
 LW2627;SPC RI       -   288,326.22    371,001.84   sFT  0.99999585   +0 06 18.7
 LW2627;SPC MA M     -   847,143.231   213,081.407   MT  0.99998066   +0 06 21.1
 LW2627;SPC MA M     - 2,779,335.75    699,084.58   sFT  0.99998066   +0 06 21.1
 LW2627;UTM  19      - 4,638,496.356   305,620.091   MT  1.00006496   -1 33 50.6
 LW2627
 LW2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2627!SPC RI       -   1.00000070  x   0.99999585  =   0.99999655
 LW2627!SPC MA M     -   1.00000070  x   0.99998066  =   0.99998136
 LW2627!UTM  19      -   1.00000070  x   1.00006496  =   1.00006566
 LW2627
 LW2627|---------------------------------------------------------------------|
 LW2627| PID    Reference Object                     Distance      Geod. Az  |
 LW2627|                                                           dddmmss.s |
 LW2627| CB8535 SLATER RM 1                          24.841 METERS 18745     |
 LW2627| CB8534 SLATER AZ MK                                       2165639.4 |
 LW2627| LW2681 PROVIDENCE WASH INS CO CUPOLA       APPROX. 5.8 KM 2283527.6 |
 LW2627| LW2735 PAWTUCKET CONG CH SPIRE             APPROX. 3.7 KM 2731811.0 |
 LW2627| LW2738 PAWTUCKET CONG CH CLOCK TOWER       APPROX. 3.2 KM 2741358.8 |
 LW2627| LW2736 PAWTUCKET HIGH SCHOOL CUPOLA        APPROX. 3.2 KM 2814037.1 |
 LW2627| CB8536 SLATER RM 2                          23.269 METERS 30825     |
 LW2627|---------------------------------------------------------------------|
 LW2627
 LW2627                          SUPERSEDED SURVEY CONTROL
 LW2627
 LW2627  NAD 83(1996)-  41 52 28.23445(N)    071 20 32.69352(W) AD(       ) 1
 LW2627  NAD 83(1992)-  41 52 28.23296(N)    071 20 32.69277(W) AD(       ) 1
 LW2627  NAD 83(1992)-  41 52 28.23291(N)    071 20 32.69271(W) AD(       ) 1
 LW2627  NAD 83(1986)-  41 52 28.23133(N)    071 20 32.69226(W) AD(       ) 1
 LW2627  NAD 27      -  41 52 27.87253(N)    071 20 34.49207(W) AD(       ) 1
 LW2627  NGVD 29 (07/19/86)   25.1    (m)           82.     (f) VERT ANG       
 LW2627
 LW2627.Superseded values are not recommended for survey control.
 LW2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2627.See file dsdata.txt to determine how the superseded data were derived.
 LW2627
 LW2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0562038496(NAD 83)
 LW2627_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2627+STABILITY: SURFACE MOTION
 LW2627
 LW2627  HISTORY     - Date     Condition        Report By
 LW2627  HISTORY     - 1968     MONUMENTED       CGS
 LW2627
 LW2627                          STATION DESCRIPTION
 LW2627
 LW2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2627'STATION IS LOCATED ON THE EAST EDGE OF PAWTUCKET, 0.2 MILE WEST
 LW2627'OF THE RHODE ISLAND-MASSACHUSETTS STATE BOUNDARY LINE, ABOUT 75
 LW2627'YARDS SOUTHEAST OF THE ENTRANCE TO SLATER MEMORIAL PARK AND ON
 LW2627'PROPERTY OWNED BY THE STATE OF RHODE ISLAND.
 LW2627'
 LW2627'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY ALTERNATE 1
 LW2627'(NEWPORT AVENUE) AND STATE HIGHWAY 15 (ARMISTICE BOULEVARD) IN
 LW2627'PAWTUCKET, GO EASTERLY ON STATE HIGHWAY 15 (ARMISTICE BOULEVARD)
 LW2627'FOR 0.65 MILE TO SIDE ROAD RIGHT AND SIGN SLATER MEMORIAL PARK
 LW2627'ZOO.  CONTINUE AHEAD EASTERLY 0.05 MILE TO STATION ON RIGHT AS
 LW2627'DESCRIBED.
 LW2627'
 LW2627'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 LW2627'
 LW2627'STATION MARK, STAMPED SLATER 1968, IS SET FLUSH.  IT IS 186
 LW2627'FEET EAST OF ROAD LEADING INTO PARK, 124 FEET SOUTHWEST OF CENTER
 LW2627'OF MEDIAN OF STATE HIGHWAY 15 (ARMISTICE BOULEVARD) AND 37 FEET
 LW2627'NORTHWEST OF AN 18-INCH TRIANGLE BLAZED OAK TREE.
 LW2627'
 LW2627'RM 1, STAMPED SLATER NO 1 1968, IS SET FLUSH.  IT IS 77 FEET
 LW2627'SOUTHWEST OF AN 18-INCH TRIANGLE BLAZED OAK TREE AND 58.5 FEET
 LW2627'SOUTH OF A LEANING 12-INCH TREE.
 LW2627'
 LW2627'RM 2, STAMPED SLATER NO 2 1968, IS SET FLUSH.  IT IS 127 FEET
 LW2627'EAST OF CENTER OF ROAD AND 8 FEET SOUTH OF A 10-INCH OAK TREE.
 LW2627'
 LW2627'AZ MK, STAMPED SLATER 1968, IS SET FLUSH.  IT IS 137 FEET
 LW2627'SOUTH OF THE CENTER OF ROAD BETWEEN TWO TENNIS COURTS, 126 FEET
 LW2627'WEST-SOUTH WEST OF CENTER OF ROAD, 112 FEET WEST OF A FIRE
 LW2627'HYDRANT AND 105 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 LW2627'SOUTH ONE OF TWO TENNIS COURTS.
 LW2627'
 LW2627'TO REACH THE AZ MK FROM THE INTERSECTION OF STATE HIGHWAY 15
 LW2627'(ARMISTICE BOULEVARD) AND ENTRANCE TO PARK AT STATION, GO SOUTH
 LW2627'ON ROAD LEADING INTO PARK FOR 0.25 MILE TO A SIDE ROAD RIGHT,
 LW2627'TURN RIGHT AND GO 200 FEET TO TWO FENCED IN TENNIS COURTS AND
 LW2627'MARK ON LEFT AS DESCRIBED.
 LW2627'
 LW2627'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3487 ***********************************************************************
 LW3487  DESIGNATION -  SLATERSVILLE N SMITHFLD SPIPE
 LW3487  PID         -  LW3487
 LW3487  STATE/COUNTY-  RI/PROVIDENCE
 LW3487  USGS QUAD   -  GEORGIAVILLE (1975)
 LW3487
 LW3487                         *CURRENT SURVEY CONTROL
 LW3487  ___________________________________________________________________
 LW3487* NAD 83(1996)-  41 59 36.03509(N)    071 34 17.11324(W)     ADJUSTED  
 LW3487* NAVD 88     -                                                        
 LW3487  ___________________________________________________________________
 LW3487  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 LW3487  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW3487
 LW3487  HORZ ORDER  -  THIRD
 LW3487
 LW3487.The horizontal coordinates were established by classical geodetic methods
 LW3487.and adjusted by the National Geodetic Survey in August 1998..
 LW3487
 LW3487
 LW3487.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3487
 LW3487.The geoid height was determined by GEOID03.
 LW3487
 LW3487;                    North         East     Units Scale Factor Converg.
 LW3487;SPC RI       -   101,071.459    94,082.190   MT  0.99999418   -0 02 52.0
 LW3487;SPC RI       -   331,598.61    308,667.99   sFT  0.99999418   -0 02 52.0
 LW3487;SPC MA M     -   860,332.376   194,082.325   MT  0.99997106   -0 02 52.7
 LW3487;SPC MA M     - 2,822,607.14    636,751.76   sFT  0.99997106   -0 02 52.7
 LW3487;UTM  19      - 4,652,235.910   287,011.272   MT  1.00015824   -1 43 15.7
 LW3487
 LW3487                          SUPERSEDED SURVEY CONTROL
 LW3487
 LW3487  NAD 83(1996)-  41 59 36.03500(N)    071 34 17.11323(W) AD(       ) 4
 LW3487  NAD 83(1992)-  41 59 36.03391(N)    071 34 17.11217(W) AD(       ) 4
 LW3487  NAD 83(1992)-  41 59 36.03386(N)    071 34 17.11221(W) AD(       ) 4
 LW3487  NAD 83(1986)-  41 59 36.03361(N)    071 34 17.11159(W) AD(       ) 4
 LW3487  NAD 27      -  41 59 35.67649(N)    071 34 18.88117(W) AD(       ) 3
 LW3487
 LW3487.Superseded values are not recommended for survey control.
 LW3487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3487.See file dsdata.txt to determine how the superseded data were derived.
 LW3487
 LW3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8701152236(NAD 83)
 LW3487_MARKER: 52 = STANDPIPE TANK
 LW3487_SETTING: 0 = UNSPECIFIED SETTING
 LW3487
 LW3487  HISTORY     - Date     Condition        Report By
 LW3487  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3487  HISTORY     - 1986     GOOD             RIGS
 LW3487
 LW3487                          STATION DESCRIPTION
 LW3487
 LW3487'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3487'THE STATION, SLATERSVILLE NORTH SMITHFIELD STANDPIPE, IS THE TOP
 LW3487'CENTER OF THE STANDPIPE.  IT IS A LARGE STANDPIPE ABOUT 90 FEET
 LW3487'IN HEIGHT AND PAINTED LIGHT GREEN.
 LW3487'
 LW3487'TO REACH FROM THE POST OFFICE IN SLATERSVILLE, GO EAST ON STATE
 LW3487'HIGHWAY 102 FOR 0.1 MILE TO A Y-FORK.  TAKE RIGHT FORK, SOUTH, FOR
 LW3487'0.6 MILE TO A ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.1 MILE TO
 LW3487'THE STATION.
 LW3487
 LW3487                          STATION RECOVERY (1986)
 LW3487
 LW3487'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW3487'THE STATION WAS RECOVERED AT THIS DATE.
 LW3487'ANOTHER STANDPIPE, PAINTED SILVER AND APPROXIMATELY 50 FEET IN
 LW3487'HEIGHT, IS LOCATED NEARBY, ABOUT 200 FEET TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY3682 ***********************************************************************
 MY3682  DESIGNATION -  SLATERSVILLE N SMITHFIELD TANK
 MY3682  PID         -  MY3682
 MY3682  STATE/COUNTY-  RI/PROVIDENCE
 MY3682  USGS QUAD   -  BLACKSTONE (1979)
 MY3682
 MY3682                         *CURRENT SURVEY CONTROL
 MY3682  ___________________________________________________________________
 MY3682* NAD 83(1996)-  42 00 06.39171(N)    071 34 48.48928(W)     ADJUSTED  
 MY3682* NAVD 88     -                                                        
 MY3682  ___________________________________________________________________
 MY3682  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 MY3682  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 MY3682
 MY3682  HORZ ORDER  -  THIRD
 MY3682
 MY3682.The horizontal coordinates were established by classical geodetic methods
 MY3682.and adjusted by the National Geodetic Survey in August 1998..
 MY3682
 MY3682
 MY3682.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY3682
 MY3682.The geoid height was determined by GEOID03.
 MY3682
 MY3682;                    North         East     Units Scale Factor Converg.
 MY3682;SPC RI       -   102,008.706    93,360.905   MT  0.99999429   -0 03 13.0
 MY3682;SPC RI       -   334,673.56    306,301.57   sFT  0.99999429   -0 03 13.0
 MY3682;SPC MA M     -   861,269.603   193,361.060   MT  0.99997054   -0 03 13.8
 MY3682;SPC MA M     - 2,825,682.02    634,385.41   sFT  0.99997054   -0 03 13.8
 MY3682;UTM  19      - 4,653,193.979   286,317.549   MT  1.00016188   -1 43 37.8
 MY3682
 MY3682                          SUPERSEDED SURVEY CONTROL
 MY3682
 MY3682  NAD 83(1996)-  42 00 06.39162(N)    071 34 48.48931(W) AD(       ) 4
 MY3682  NAD 83(1992)-  42 00 06.39059(N)    071 34 48.48821(W) AD(       ) 4
 MY3682  NAD 83(1992)-  42 00 06.39054(N)    071 34 48.48827(W) AD(       ) 4
 MY3682  NAD 83(1986)-  42 00 06.39029(N)    071 34 48.48732(W) AD(       ) 4
 MY3682  NAD 27      -  42 00 06.03718(N)    071 34 50.25723(W) AD(       ) 3
 MY3682
 MY3682.Superseded values are not recommended for survey control.
 MY3682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY3682.See file dsdata.txt to determine how the superseded data were derived.
 MY3682
 MY3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8631853194(NAD 83)
 MY3682_MARKER: 51 = TANK
 MY3682_SETTING: 0 = UNSPECIFIED SETTING
 MY3682
 MY3682  HISTORY     - Date     Condition        Report By
 MY3682  HISTORY     - 1968     FIRST OBSERVED   CGS
 MY3682  HISTORY     - 1986     MARK NOT FOUND   RIGS
 MY3682
 MY3682                          STATION DESCRIPTION
 MY3682
 MY3682'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 MY3682'THE STATION, SLATERSVILLE NORTH SMITHFIELD WATER TANK, IS THE TOP
 MY3682'CENTER OF THE SILVER CYLINDRICAL TANK WHICH IS SUPPORTED BY 4 STEEL
 MY3682'LEGS AND IS ABOUT 90 FEET IN HEIGHT.
 MY3682'
 MY3682'TO REACH THE STATION FROM THE POST OFFICE IN SLATERSVILLE, GO
 MY3682'EAST ON STATE HIGHWAY 102 FOR 0.1 MILE TO A Y-FORK.  TAKE LEFT
 MY3682'FORK, STATE HIGHWAY 102, AND GO EAST FOR 0.05 MILE TO THE
 MY3682'JUNCTION WITH STATE HIGHWAY 5, AND A CROSSROAD.  TURN LEFT AND
 MY3682'GO NORTH ON STATE HIGHWAY 5 FOR 0.15 MILE TO THE STATION ON THE
 MY3682'RIGHT BEHIND HOUSE.
 MY3682
 MY3682                          STATION RECOVERY (1986)
 MY3682
 MY3682'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 MY3682'THE STATION NOT RECOVERED AT THIS DATE.
 MY3682'A NEW TANK WAS BUILT NEXT TO THIS LOCATION IN 1979, AND THIS TANK
 MY3682'WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5255 ***********************************************************************
 LW5255  DESIGNATION -  SM 001
 LW5255  PID         -  LW5255
 LW5255  STATE/COUNTY-  RI/PROVIDENCE
 LW5255  USGS QUAD   -  NORTH SCITUATE (1975)
 LW5255
 LW5255                         *CURRENT SURVEY CONTROL
 LW5255  ___________________________________________________________________
 LW5255* NAD 83(1996)-  41 52 09.28801(N)    071 30 48.35464(W)     ADJUSTED  
 LW5255* NAVD 88     -        65.096  (meters)     213.57   (feet)  ADJUSTED  
 LW5255  ___________________________________________________________________
 LW5255  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LW5255  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW5255  DYNAMIC HT  -          65.075 (meters)     213.50  (feet)  COMP
 LW5255  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 LW5255
 LW5255  HORZ ORDER  -  SECOND
 LW5255  VERT ORDER  -  SECOND    CLASS II
 LW5255
 LW5255.The horizontal coordinates were established by classical geodetic methods
 LW5255.and adjusted by the National Geodetic Survey in August 1998..
 LW5255
 LW5255.The orthometric height was determined by differential leveling
 LW5255.and adjusted by the National Geodetic Survey in June 1991..
 LW5255
 LW5255.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5255
 LW5255.The geoid height was determined by GEOID03.
 LW5255
 LW5255.The dynamic height is computed by dividing the NAVD 88
 LW5255.geopotential number by the normal gravity value computed on the
 LW5255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5255.degrees latitude (g = 980.6199 gals.).
 LW5255
 LW5255.The modeled gravity was interpolated from observed gravity values.
 LW5255
 LW5255;                    North         East     Units Scale Factor Converg.
 LW5255;SPC RI       -    87,285.535    98,884.893   MT  0.99999377   -0 00 32.3
 LW5255;SPC RI       -   286,369.29    324,424.85   sFT  0.99999377   -0 00 32.3
 LW5255;UTM  19      - 4,638,313.655   291,410.549   MT  1.00013543   -1 40 41.3
 LW5255
 LW5255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5255!SPC RI       -   0.99999443  x   0.99999377  =   0.99998820
 LW5255!UTM  19      -   0.99999443  x   1.00013543  =   1.00012986
 LW5255
 LW5255                          SUPERSEDED SURVEY CONTROL
 LW5255
 LW5255  NAD 83(1996)-  41 52 09.28776(N)    071 30 48.35452(W) AD(       ) 2
 LW5255  NAD 83(1992)-  41 52 09.28667(N)    071 30 48.35378(W) AD(       ) 2
 LW5255  NAD 83(1992)-  41 52 09.28653(N)    071 30 48.35384(W) AD(       ) 2
 LW5255  NAD 83(1986)-  41 52 09.28654(N)    071 30 48.35432(W) AD(       ) 2
 LW5255  NGVD 29 (12/24/91)   65.34   (m)          214.4    (f) LEVELING    3  
 LW5255
 LW5255.Superseded values are not recommended for survey control.
 LW5255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5255.See file dsdata.txt to determine how the superseded data were derived.
 LW5255
 LW5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9141138314(NAD 83)
 LW5255_MARKER: DD = SURVEY DISK
 LW5255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5255_SP_SET: CONCRETE POST
 LW5255_STAMPING: SM 001 1985
 LW5255_MARK LOGO: RIGS  
 LW5255_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5255+STABILITY: SURFACE MOTION
 LW5255
 LW5255  HISTORY     - Date     Condition        Report By
 LW5255  HISTORY     - 1985     MONUMENTED       RIGS
 LW5255  HISTORY     - 1985     GOOD             RIGS
 LW5255
 LW5255                          STATION DESCRIPTION
 LW5255
 LW5255'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5255'THE STATION IS LOCATED ABOUT 1.4 KM (0.9 MI)
 LW5255'SOUTHWEST OF ESMOND CENTER.
 LW5255'OWNERSHIP--STATE RIGHT OF WAY.
 LW5255'
 LW5255'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 5 AND
 LW5255'US HIGHWAY 44, GO EAST FOR 1.4 KM (0.9 MI) ON US HIGHWAY 44 TO THE
 LW5255'BRIDGE OVER INTERSTATE 295 NORTHBOUND AND THE STATION ON THE LEFT.
 LW5255'
 LW5255'THE STATION IS A STANDARD RIGS DISK
 LW5255'STAMPED---SM 001 1985---,
 LW5255'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5255'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 LW5255'17.7 METERS (58.0 FT) SOUTHEAST FROM A DROP INLET GRATE AT THE
 LW5255'CURBLINE OF US HIGHWAY 44,
 LW5255'7.0 METERS (23.0 FT) SOUTHEAST FROM A LIGHT POLE WITH NO NUMBER THE
 LW5255'LIGHT NUMBER IS 25,
 LW5255'1.1 METERS (3.7 FT) NORTHEAST FROM THE FACE OF THE CONCRETE CURB ON
 LW5255'THE NORTH SIDE OF US 44,
 LW5255'0.6 METERS (2.0 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5255'
 LW5255'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5255
 LW5255                          STATION RECOVERY (1985)
 LW5255
 LW5255'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5255'1.4 KM (0.9 MI) SW FROM ESMOND CENTER.
 LW5255'THE STATION IS LOCATED ABOUT 1.4 KM (0.9 MI) SOUTHWEST OF ESMOND
 LW5255'CENTER ON THE EAST SIDE OF INTESTATE 295.  OWNERSHIP--STATE RIGHT OF
 LW5255'WAY.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 5
 LW5255'AND US HIGHWAY 44, GO EAST FOR 1.4 KM (0.9 MI) ON US HIGHWAY 44 TO
 LW5255'THE BRIDGE OVER INTERSTATE 295 NORTHBOUND AND THE STATION ON THE
 LW5255'LEFT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW5255'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.
 LW5255'LOCATED 17.7 METERS (58.0 FT) SOUTHEAST FROM A DROP INLET GRATE AT
 LW5255'THE CURBLINE OF US HIGHWAY 44, 7.0 METERS (23.0 FT) SOUTHEAST FROM A
 LW5255'LIGHT POLE WITH NO NUMBER THE LIGHT NUMBER IS 25, 1.1 METERS (3.7 FT)
 LW5255'NORTHEAST FROM THE FACE OF THE CONCRETE CURB ON THE NORTH SIDE OF US
 LW5255'44, 0.6 METERS (2.0 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5257 ***********************************************************************
 LW5257  DESIGNATION -  SM 003
 LW5257  PID         -  LW5257
 LW5257  STATE/COUNTY-  RI/PROVIDENCE
 LW5257  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5257
 LW5257                         *CURRENT SURVEY CONTROL
 LW5257  ___________________________________________________________________
 LW5257* NAD 83(1996)-  41 53 41.64018(N)    071 31 26.13157(W)     ADJUSTED  
 LW5257* NAVD 88     -        90.667  (meters)     297.46   (feet)  ADJUSTED  
 LW5257  ___________________________________________________________________
 LW5257  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW5257  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW5257  DYNAMIC HT  -          90.638 (meters)     297.37  (feet)  COMP
 LW5257  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 LW5257
 LW5257  HORZ ORDER  -  SECOND
 LW5257  VERT ORDER  -  SECOND    CLASS II
 LW5257
 LW5257.The horizontal coordinates were established by classical geodetic methods
 LW5257.and adjusted by the National Geodetic Survey in August 1998..
 LW5257
 LW5257.The orthometric height was determined by differential leveling
 LW5257.and adjusted by the National Geodetic Survey in June 1991..
 LW5257
 LW5257.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5257
 LW5257.The geoid height was determined by GEOID03.
 LW5257
 LW5257.The dynamic height is computed by dividing the NAVD 88
 LW5257.geopotential number by the normal gravity value computed on the
 LW5257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5257.degrees latitude (g = 980.6199 gals.).
 LW5257
 LW5257.The modeled gravity was interpolated from observed gravity values.
 LW5257
 LW5257;                    North         East     Units Scale Factor Converg.
 LW5257;SPC RI       -    90,135.053    98,014.513   MT  0.99999380   -0 00 57.5
 LW5257;SPC RI       -   295,718.09    321,569.28   sFT  0.99999380   -0 00 57.5
 LW5257;UTM  19      - 4,641,187.735   290,623.450   MT  1.00013947   -1 41 09.6
 LW5257
 LW5257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5257!SPC RI       -   0.99999041  x   0.99999380  =   0.99998421
 LW5257!UTM  19      -   0.99999041  x   1.00013947  =   1.00012988
 LW5257
 LW5257                          SUPERSEDED SURVEY CONTROL
 LW5257
 LW5257  NAD 83(1996)-  41 53 41.64000(N)    071 31 26.13151(W) AD(       ) 2
 LW5257  NAD 83(1992)-  41 53 41.63880(N)    071 31 26.13070(W) AD(       ) 2
 LW5257  NAD 83(1992)-  41 53 41.63871(N)    071 31 26.13073(W) AD(       ) 2
 LW5257  NAD 83(1986)-  41 53 41.63843(N)    071 31 26.13077(W) AD(       ) 2
 LW5257  NGVD 29 (12/24/91)   90.91   (m)          298.3    (f) LEVELING    3  
 LW5257
 LW5257.Superseded values are not recommended for survey control.
 LW5257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5257.See file dsdata.txt to determine how the superseded data were derived.
 LW5257
 LW5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9062341188(NAD 83)
 LW5257_MARKER: DD = SURVEY DISK
 LW5257_SETTING: 80 = SET IN A BOULDER
 LW5257_SP_SET: BOULDER
 LW5257_STAMPING: SM 003 1985
 LW5257_MARK LOGO: RIGS  
 LW5257_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5257+STABILITY: SURFACE MOTION
 LW5257
 LW5257  HISTORY     - Date     Condition        Report By
 LW5257  HISTORY     - 1985     MONUMENTED       RIGS
 LW5257  HISTORY     - 1985     GOOD             RIGS
 LW5257
 LW5257                          STATION DESCRIPTION
 LW5257
 LW5257'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5257'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI)
 LW5257'NORTHWEST OF GEORGIAVILLE CENTER WITHIN THE INTERSTATE 295 SOUTH
 LW5257'RIGHT OF WAY.
 LW5257'OWNERSHIP--STATE RIGHT WAY.
 LW5257'
 LW5257'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 7
 LW5257'INTERSTATE 295, GO SOUTH FOR 1.8 KM (1.1 MI) ON 295 TO A LEDGE CUT
 LW5257'ON THE RIGHT AND THE STATION SET IN A BOULDER.
 LW5257'
 LW5257'THE STATION IS A STANDARD RIGS DISK
 LW5257'STAMPED---SM 003 1985---,
 LW5257'SET INTO A PARTIALLY EXPOSED BOULDER 3.0 FEET LARGEST DIMENSION,
 LW5257'16.5 METERS (53.5 FT) EAST-SOUTHEAST FROM A RIGHT OF WAY FENCE,
 LW5257'8.2 METERS (27.0 FT) SOUTH-SOUTHEAST FROM THE SOUTHERLY EDGE OF A
 LW5257'STONE WALL,
 LW5257'7.6 METERS (25.0 FT) NORTHWEST FROM THE FACE OF THE LEDGE CUT,
 LW5257'1.7 METERS (5.5 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5257'
 LW5257'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5257
 LW5257                          STATION RECOVERY (1985)
 LW5257
 LW5257'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5257'1.3 KM (0.8 MI) NW FROM GEORGIAVILLE CENTER.
 LW5257'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) NORTHWEST OF
 LW5257'GEORGIAVILLE CENTER ON THE WEST SIDE OF I 295.  OWNERSHIP--STATE
 LW5257'RIGHT WAY.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 LW5257'HIGHWAY 7 AND INTERSTATE 295, GO SOUTH FOR 1.8 KM (1.1 MI) ON 295 TO
 LW5257'A LEDGE CUT ON THE RIGHT AND THE STATION SET IN A BOULDER.  THE
 LW5257'STATION IS A STANDARD RIGS DISK SET INTO A PARTIALLY EXPOSED BOULDER
 LW5257'3.0 FEET LARGEST DIMENSION, 16.5 METERS (53.5 FT) EAST-SOUTHEAST FROM
 LW5257'A RIGHT OF WAY FENCE, 8.2 METERS (27.0 FT) SOUTH-SOUTHEAST FROM THE
 LW5257'SOUTHERLY EDGE OF A STONE WALL, 7.6 METERS (25.0 FT) NORTHWEST FROM
 LW5257'THE FACE OF THE LEDGE CUT, 1.7 METERS (5.5 FT) NORTHEAST FROM A
 LW5257'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5721 ***********************************************************************
 LW5721  DESIGNATION -  SM 004
 LW5721  PID         -  LW5721
 LW5721  STATE/COUNTY-  RI/PROVIDENCE
 LW5721  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5721
 LW5721                         *CURRENT SURVEY CONTROL
 LW5721  ___________________________________________________________________
 LW5721* NAD 83(1996)-  41 54 33.43431(N)    071 30 52.72760(W)     ADJUSTED  
 LW5721* NAVD 88     -       118.8    (meters)     390.     (feet)  VERTCON   
 LW5721  ___________________________________________________________________
 LW5721  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 LW5721  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LW5721
 LW5721  HORZ ORDER  -  SECOND
 LW5721
 LW5721.The horizontal coordinates were established by classical geodetic methods
 LW5721.and adjusted by the National Geodetic Survey in August 1998..
 LW5721
 LW5721.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5721
 LW5721.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5721
 LW5721.The geoid height was determined by GEOID03.
 LW5721
 LW5721;                    North         East     Units Scale Factor Converg.
 LW5721;SPC RI       -    91,732.883    98,784.807   MT  0.99999377   -0 00 35.2
 LW5721;SPC RI       -   300,960.30    324,096.49   sFT  0.99999377   -0 00 35.2
 LW5721;UTM  19      - 4,642,762.660   291,440.106   MT  1.00013527   -1 40 49.0
 LW5721
 LW5721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5721!SPC RI       -   0.99998599  x   0.99999377  =   0.99997976
 LW5721!UTM  19      -   0.99998599  x   1.00013527  =   1.00012126
 LW5721
 LW5721                          SUPERSEDED SURVEY CONTROL
 LW5721
 LW5721  NAD 83(1996)-  41 54 33.43419(N)    071 30 52.72758(W) AD(       ) 2
 LW5721  NAD 83(1992)-  41 54 33.43286(N)    071 30 52.72670(W) AD(       ) 2
 LW5721  NAD 83(1992)-  41 54 33.43281(N)    071 30 52.72672(W) AD(       ) 2
 LW5721  NAD 83(1986)-  41 54 33.43217(N)    071 30 52.72639(W) AD(       ) 2
 LW5721  NGVD 29 (12/24/91)  119.0    (m)          390.     (f) VERT ANG       
 LW5721
 LW5721.Superseded values are not recommended for survey control.
 LW5721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5721.See file dsdata.txt to determine how the superseded data were derived.
 LW5721
 LW5721_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9144042763(NAD 83)
 LW5721_MARKER: DD = SURVEY DISK
 LW5721_SETTING: 80 = SET IN A BOULDER
 LW5721_SP_SET: PARTIALLY EXPOSED BOULDER
 LW5721_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5721+STABILITY: SURFACE MOTION
 LW5721
 LW5721  HISTORY     - Date     Condition        Report By
 LW5721  HISTORY     - 1985     MONUMENTED       RIGS
 LW5721
 LW5721                          STATION DESCRIPTION
 LW5721
 LW5721'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5721'THE STATION IS LOCATED ABOUT 2.3 KM (1.45 MI)
 LW5721'NORTH OF GEORGIAVILLE CENTER ON INTERSTATE 295 RIGHT OF WAY.
 LW5721'OWNERSHIP--STATE RIGHT OF WAY.
 LW5721'
 LW5721'TO REACH THE STATION FROM THE STATE HIGHWAY 7 OVERPASS FOR
 LW5721'INTERSTATE HIGHWAY 295 SOUTH, GO NORTH FOR 0.2 KM (0.1 MI) ON
 LW5721'HIGHWAY 7 TO A PRIVATE DRIVE ON THE LEFT AND THE START OF RIGHT OF
 LW5721'WAY FENCE AND A DIM TRACK ROAD ON THE 295 SIDE OF THE FENCE,FOLLOW
 LW5721'THE DIM TRACK ROAD FOR SEVERAL HUNDRED METERS TO A LEDGE CUT FOR
 LW5721'THE 295 ENTRANCE RAMP AND THE STATION ON THE LEFT.
 LW5721'
 LW5721'THE STATION IS A STANDARD RIGS DISK
 LW5721'STAMPED---SM 004 1985---,
 LW5721'SET INTO A PARTIALLY EXPOSED BOULDER 3.0 FEET LARGEST DIMENSION,
 LW5721'35.2 METERS (115.5 FT) SOUTH FROM A RHODE ISLAND HIGHWAY BOUND NEAR
 LW5721'A RIGHT OF WAY FENCE,
 LW5721'7.6 METERS (25.0 FT) NORTH FROM THE EDGE OF A HIGH LEDGE CUT,
 LW5721'2.4 METERS (7.8 FT) EAST FROM A TWO INCH WHITE BIRCH TREE.
 LW5721'
 LW5721'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1774 ***********************************************************************
 LW1774  DESIGNATION -  SM 005 RIGS
 LW1774  PID         -  LW1774
 LW1774  STATE/COUNTY-  RI/PROVIDENCE
 LW1774  USGS QUAD   -  PAWTUCKET (1975)
 LW1774
 LW1774                         *CURRENT SURVEY CONTROL
 LW1774  ___________________________________________________________________
 LW1774* NAD 83(1996)-  41 55 07.63579(N)    071 29 32.24687(W)     ADJUSTED  
 LW1774* NAVD 88     -       130.405  (meters)     427.84   (feet)  ADJUSTED  
 LW1774  ___________________________________________________________________
 LW1774  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 LW1774  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW1774  DYNAMIC HT  -         130.364 (meters)     427.70  (feet)  COMP
 LW1774  MODELED GRAV-     980,306.9   (mgal)                       NAVD 88
 LW1774
 LW1774  HORZ ORDER  -  SECOND
 LW1774  VERT ORDER  -  SECOND    CLASS II
 LW1774
 LW1774.This mark is at North Central State Airport (SFZ)
 LW1774
 LW1774.The horizontal coordinates were established by classical geodetic methods
 LW1774.and adjusted by the National Geodetic Survey in August 1998..
 LW1774
 LW1774.The orthometric height was determined by differential leveling
 LW1774.and adjusted by the National Geodetic Survey in June 1991..
 LW1774
 LW1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1774
 LW1774.The geoid height was determined by GEOID03.
 LW1774
 LW1774.The dynamic height is computed by dividing the NAVD 88
 LW1774.geopotential number by the normal gravity value computed on the
 LW1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1774.degrees latitude (g = 980.6199 gals.).
 LW1774
 LW1774.The modeled gravity was interpolated from observed gravity values.
 LW1774
 LW1774;                    North         East     Units Scale Factor Converg.
 LW1774;SPC RI       -    92,788.027   100,639.521   MT  0.99999376   +0 00 18.5
 LW1774;SPC RI       -   304,422.05    330,181.50   sFT  0.99999376   +0 00 18.5
 LW1774;UTM  19      - 4,643,763.421   293,325.050   MT  1.00012564   -1 39 56.3
 LW1774
 LW1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1774!SPC RI       -   0.99998416  x   0.99999376  =   0.99997792
 LW1774!UTM  19      -   0.99998416  x   1.00012564  =   1.00010980
 LW1774
 LW1774                          SUPERSEDED SURVEY CONTROL
 LW1774
 LW1774  NAD 83(1996)-  41 55 07.63577(N)    071 29 32.24686(W) AD(       ) 2
 LW1774  NAD 83(1992)-  41 55 07.63424(N)    071 29 32.24598(W) AD(       ) 2
 LW1774  NAD 83(1992)-  41 55 07.63424(N)    071 29 32.24598(W) AD(       ) 2
 LW1774  NAD 83(1986)-  41 55 07.63308(N)    071 29 32.24559(W) AD(       ) 2
 LW1774  NAD 27      -  41 55 07.27654(N)    071 29 34.02783(W) AD(       ) 2
 LW1774  NGVD 29 (07/20/87)  130.6    (m)          428.     (f) VERT ANG       
 LW1774
 LW1774.Superseded values are not recommended for survey control.
 LW1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1774.See file dsdata.txt to determine how the superseded data were derived.
 LW1774
 LW1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9332543763(NAD 83)
 LW1774_MARKER: DD = SURVEY DISK
 LW1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1774_SP_SET: CONCRETE POST
 LW1774_STAMPING: SM 005 1985
 LW1774_MARK LOGO: RIGS  
 LW1774_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1774+STABILITY: SURFACE MOTION
 LW1774
 LW1774  HISTORY     - Date     Condition        Report By
 LW1774  HISTORY     - 1985     MONUMENTED       RIGS
 LW1774  HISTORY     - 1985     GOOD             RIGS
 LW1774  HISTORY     - 19920630 GOOD             NGS
 LW1774
 LW1774                          STATION DESCRIPTION
 LW1774
 LW1774'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW1774'THE STATION IS LOCATED ABOUT 11.6 KM (7.2 MI) SOUTHEAST OF
 LW1774'SLATERSVILLE, 7.2 KM (4.5 MI) NORTHEAST OF GREENVILLE, 4.5 KM (2.8
 LW1774'MI) NORTH OF ESMOND, WITHIN NORTH CENTRAL AIRPORT.
 LW1774'OWNERSHIP--STATE OF RHODE ISLAND
 LW1774'
 LW1774'TO REACH THE STATION FROM THE NORTH ENTRANCE OF NORTH CENTRAL
 LW1774'AIRPORT AND THE OPERATIONS BUILDING, GO WEST ABOUT 200 METERS (650
 LW1774'FT) ACROSS AIRCRAFT PARKING AREA TO THE NORTHWEST END OF A GRASS
 LW1774'STRIP SEPARATING TAXIWAY AND RUNWAY 33, AND THE STATION MARK.
 LW1774'CLEARENCE AND ESCORT MUST BE OBTAINED FROM THE MANAGER BEFORE
 LW1774'VISITING THE STATION.
 LW1774'
 LW1774'THE STATION IS A STANDARD RIGS DISK
 LW1774'STAMPED---SM 005 1985---,
 LW1774'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1774'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1774'28.8 METERS (94.5 FT) SOUTHWEST FROM THE CENTERLINE OF TAXIWAY 33,
 LW1774'14.8 METERS (48.5 FT) SOUTHEAST FROM THE CENTERLINE OF TAXIWAY FOR
 LW1774'RUNWAY 5,
 LW1774'13.7 METERS (45.0 FT) SOUTHWEST FROM A LIGHTED RUNWAY SIGN FOR
 LW1774'RUNWAY 15-33.
 LW1774
 LW1774                          STATION RECOVERY (1985)
 LW1774
 LW1774'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1774'4.5 KM (2.8 MI) NORTH FROM ESMOND.
 LW1774'THE STATION IS LOCATED AT NORTH CENTRAL AIRPORT.  TO REACH THE STATION
 LW1774'FROM THE NORTH ENTRANCE TO NORTH CENTRAL AIRPORT AND THE OPERATIONS
 LW1774'BUILDING, GO WEST ABOUT 200 METERS (650 FT) ACROSS AIRCRAFT PARKING
 LW1774'AREA TO THE NORTHWEST END OF A GRASS STRIP SEPARATING THE TAXIWAY AND
 LW1774'RUNWAY 33, AND THE STATION.  SET INTO THE TOP OF A ROUND CONCRETE
 LW1774'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 28.8 METERS
 LW1774'(94.5 FT) SOUTHWEST FROM THE CENTERLINE OF TAXIWAY A, 14.8 METERS
 LW1774'(48.5 FT) SOUTHEAST FROM THE CENTERLINE OF TAXIWAY B, 13.7 METERS
 LW1774'(45.0 FT) SOUTHWEST FROM A LIGHTED RUNWAY SIGN FOR RUNWAY 15-33.
 LW1774'PERMISSION MUST BE OBTAINED FROM THE AIRPORT MANAGER BEFORE ENTERING
 LW1774'ONTO THE FIELD.
 LW1774
 LW1774                          STATION RECOVERY (1992)
 LW1774
 LW1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LW1774'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF THE FIELD EAST
 LW1774'OF THE INTERSECTION OF THE RUNWAYS IN THE GRASS AREA BETWEEN RUNWAY
 LW1774'15-33 AND TO THE TAXIWAY TO RUNWAY END 33 AND EAST OF THE NORTH-SOUTH
 LW1774'TAXIWAY.  IT IS 75.4 FEET (23.0 M) SW OF THE WEST EDGE OF THE TAXIWAY
 LW1774'TO END 33, 57.2 FEET (17.4 M) NORTH NE OF A LIGHTED RIGHT ARROW SIGN
 LW1774'AT THE EAST EDGE OF RUNWAY 15-33, 45.2 FEET (13.8 M) SOUTH SW OF THE
 LW1774'CENTER OF THE LIGHTED SIGN, 44.4 FEET (13.5 M) SOUTH SW OF THE CENTER
 LW1774'OF A CONCRETE DUCT COVER AND 20.4 FEET (6.2 M) EAST OF THE EAST EDGE
 LW1774'OF THE NORTH-SOUTH TAXIWAY.  THE STATION IS A RIGS DISK STAMPED SM 005
 LW1774'1985 IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5722 ***********************************************************************
 LW5722  DESIGNATION -  SM 006
 LW5722  PID         -  LW5722
 LW5722  STATE/COUNTY-  RI/PROVIDENCE
 LW5722  USGS QUAD   -  PAWTUCKET (1975)
 LW5722
 LW5722                         *CURRENT SURVEY CONTROL
 LW5722  ___________________________________________________________________
 LW5722* NAD 83(1996)-  41 56 20.72000(N)    071 29 22.39612(W)     ADJUSTED  
 LW5722* NAVD 88     -       126.6    (meters)     415.     (feet)  VERTCON   
 LW5722  ___________________________________________________________________
 LW5722  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 LW5722  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LW5722
 LW5722  HORZ ORDER  -  SECOND
 LW5722
 LW5722.The horizontal coordinates were established by classical geodetic methods
 LW5722.and adjusted by the National Geodetic Survey in August 1998..
 LW5722
 LW5722.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5722
 LW5722.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5722
 LW5722.The geoid height was determined by GEOID03.
 LW5722
 LW5722;                    North         East     Units Scale Factor Converg.
 LW5722;SPC RI       -    95,042.927   100,866.239   MT  0.99999376   +0 00 25.1
 LW5722;SPC RI       -   311,820.00    330,925.32   sFT  0.99999376   +0 00 25.1
 LW5722;UTM  19      - 4,646,011.044   293,617.468   MT  1.00012415   -1 39 52.0
 LW5722
 LW5722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5722!SPC RI       -   0.99998475  x   0.99999376  =   0.99997851
 LW5722!UTM  19      -   0.99998475  x   1.00012415  =   1.00010890
 LW5722
 LW5722:                Primary Azimuth Mark                     Grid Az
 LW5722:SPC RI       -  LINCOLN TOWN MUN STANDPIPE               104 45 26.9
 LW5722:UTM  19      -  LINCOLN TOWN MUN STANDPIPE               106 25 44.0
 LW5722
 LW5722|---------------------------------------------------------------------|
 LW5722| PID    Reference Object                     Distance      Geod. Az  |
 LW5722|                                                           dddmmss.s |
 LW5722| LW2740 LINCOLN TOWN MUN STANDPIPE          APPROX. 4.1 KM 1044552.0 |
 LW5722|---------------------------------------------------------------------|
 LW5722
 LW5722                          SUPERSEDED SURVEY CONTROL
 LW5722
 LW5722  NAD 83(1996)-  41 56 20.71999(N)    071 29 22.39614(W) AD(       ) 2
 LW5722  NAD 83(1992)-  41 56 20.71849(N)    071 29 22.39522(W) AD(       ) 2
 LW5722  NAD 83(1992)-  41 56 20.71849(N)    071 29 22.39523(W) AD(       ) 2
 LW5722  NAD 83(1986)-  41 56 20.71744(N)    071 29 22.39460(W) AD(       ) 2
 LW5722  NGVD 29 (12/24/91)  126.8    (m)          416.     (f) VERT ANG       
 LW5722
 LW5722.Superseded values are not recommended for survey control.
 LW5722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5722.See file dsdata.txt to determine how the superseded data were derived.
 LW5722
 LW5722_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9361746011(NAD 83)
 LW5722_MARKER: DD = SURVEY DISK
 LW5722_SETTING: 66 = SET IN ROCK OUTCROP
 LW5722_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LW5722_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5722+STABILITY: POSITION/ELEVATION WELL
 LW5722
 LW5722  HISTORY     - Date     Condition        Report By
 LW5722  HISTORY     - 1985     MONUMENTED       RIGS
 LW5722
 LW5722                          STATION DESCRIPTION
 LW5722
 LW5722'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5722'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI)
 LW5722'WEST OF ASHTON CENTER.
 LW5722'OWNERSHIP--STATE RIGHT OF WAY.
 LW5722'
 LW5722'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 146 AND
 LW5722'INTERSTATE HIGHWAY 295, GO SOUTH FOR 1.1 KM (0.7 MI) ON 295 TO A
 LW5722'LARGE LEDGE CUT ON THE RIGHT AND THE STATION AT THE TOP TO THE EAST
 LW5722'OF THE HIGHEST POINT.
 LW5722'
 LW5722'THE STATION IS A STANDARD RIGS DISK
 LW5722'STAMPED---SM 006 1985---,
 LW5722'SET INTO A ROCK LEDGE ONE THOUSAND FEET LARGEST DIMENSION,
 LW5722'18.3 METERS (60.0 FT) SOUTH-SOUTHEAST FROM A RIGHT OF WAY FENCE,
 LW5722'5.5 METERS (18.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE FACE OF A
 LW5722'FIFTY FOOT HIGH LEDGE CUT,
 LW5722'1.2 METERS (4.0 FT) NORTH-NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5722'
 LW5722'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5259 ***********************************************************************
 LW5259  DESIGNATION -  SM 007
 LW5259  PID         -  LW5259
 LW5259  STATE/COUNTY-  RI/PROVIDENCE
 LW5259  USGS QUAD   -  PAWTUCKET (1975)
 LW5259
 LW5259                         *CURRENT SURVEY CONTROL
 LW5259  ___________________________________________________________________
 LW5259* NAD 83(1996)-  41 55 23.36361(N)    071 29 11.65713(W)     ADJUSTED  
 LW5259* NAVD 88     -       134.987  (meters)     442.87   (feet)  ADJUSTED  
 LW5259  ___________________________________________________________________
 LW5259  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 LW5259  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW5259  DYNAMIC HT  -         134.945 (meters)     442.73  (feet)  COMP
 LW5259  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 LW5259
 LW5259  HORZ ORDER  -  SECOND
 LW5259  VERT ORDER  -  SECOND    CLASS II
 LW5259
 LW5259.This mark is at North Central State Airport (SFZ)
 LW5259
 LW5259.The horizontal coordinates were established by classical geodetic methods
 LW5259.and adjusted by the National Geodetic Survey in August 1998..
 LW5259
 LW5259.The orthometric height was determined by differential leveling
 LW5259.and adjusted by the National Geodetic Survey in June 1991..
 LW5259
 LW5259.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5259
 LW5259.The geoid height was determined by GEOID03.
 LW5259
 LW5259.The dynamic height is computed by dividing the NAVD 88
 LW5259.geopotential number by the normal gravity value computed on the
 LW5259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5259.degrees latitude (g = 980.6199 gals.).
 LW5259
 LW5259.The modeled gravity was interpolated from observed gravity values.
 LW5259
 LW5259;                    North         East     Units Scale Factor Converg.
 LW5259;SPC RI       -    93,273.337   101,113.898   MT  0.99999377   +0 00 32.3
 LW5259;SPC RI       -   306,014.27    331,737.85   sFT  0.99999377   +0 00 32.3
 LW5259;UTM  19      - 4,644,234.754   293,813.441   MT  1.00012315   -1 39 43.0
 LW5259
 LW5259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5259!SPC RI       -   0.99998344  x   0.99999377  =   0.99997721
 LW5259!UTM  19      -   0.99998344  x   1.00012315  =   1.00010659
 LW5259
 LW5259:                Primary Azimuth Mark                     Grid Az
 LW5259:SPC RI       -  LINCOLN MANVILLE WATER TANK              007 22 48.9
 LW5259:UTM  19      -  LINCOLN MANVILLE WATER TANK              009 03 04.2
 LW5259
 LW5259|---------------------------------------------------------------------|
 LW5259| PID    Reference Object                     Distance      Geod. Az  |
 LW5259|                                                           dddmmss.s |
 LW5259| LW5717 LINCOLN MANVILLE WATER TANK         APPROX. 5.0 KM 0072321.2 |
 LW5259| LW1771 CENTRAL AZ MK 2                     APPROX. 0.8 KM 2503235.2 |
 LW5259|---------------------------------------------------------------------|
 LW5259
 LW5259                          SUPERSEDED SURVEY CONTROL
 LW5259
 LW5259  NAD 83(1996)-  41 55 23.36360(N)    071 29 11.65714(W) AD(       ) 2
 LW5259  NAD 83(1992)-  41 55 23.36207(N)    071 29 11.65623(W) AD(       ) 2
 LW5259  NAD 83(1992)-  41 55 23.36207(N)    071 29 11.65623(W) AD(       ) 2
 LW5259  NAD 83(1986)-  41 55 23.36092(N)    071 29 11.65582(W) AD(       ) 2
 LW5259  NGVD 29 (12/24/91)  135.23   (m)          443.7    (f) LEVELING    3  
 LW5259
 LW5259.Superseded values are not recommended for survey control.
 LW5259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5259.See file dsdata.txt to determine how the superseded data were derived.
 LW5259
 LW5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9381344235(NAD 83)
 LW5259_MARKER: DD = SURVEY DISK
 LW5259_SETTING: 80 = SET IN A BOULDER
 LW5259_SP_SET: BOULDER
 LW5259_STAMPING: SM 007 1985
 LW5259_MARK LOGO: RIGS  
 LW5259_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5259+STABILITY: SURFACE MOTION
 LW5259
 LW5259  HISTORY     - Date     Condition        Report By
 LW5259  HISTORY     - 1985     MONUMENTED       RIGS
 LW5259  HISTORY     - 1985     GOOD             RIGS
 LW5259  HISTORY     - 1986     GOOD             RIGS
 LW5259
 LW5259                          STATION DESCRIPTION
 LW5259
 LW5259'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5259'THE STATION IS LOCATED ABOUT 3.9 KM (2.45 MI)
 LW5259'SOUTHWEST OF ALBION.
 LW5259'OWNERSHIP--NORTH CENTRAL AIRPORT.
 LW5259'
 LW5259'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 146 AND
 LW5259'STATE HIGHWAY 116, GO WEST FOR 1.3 KM (0.8 MI) ON HIGHWAY 116
 LW5259'SOUTHBOUND TO ALBION ROAD ON THE LEFT,
 LW5259'TURN LEFT AND GO SOUTH FOR 1.3 KM (0.8 MI) ON ALBION ROAD TO A
 LW5259'CHAIN LINK FENCE WITH A GATE ENTERING THE NORTH CENTRAL AIRPORT AND
 LW5259'THE STATION ON THE RIGHT WITHIN THE AIRPORT PROPERTY.
 LW5259'
 LW5259'THE STATION IS A STANDARD RIGS DISK
 LW5259'STAMPED---SM 007 1985---,
 LW5259'SET INTO PARTIALLY EXPOSED BOULDER LARGEST DIMENSION FIFTEEN FEET
 LW5259'LOCATED 49.4 METERS (162.0 FT) WEST FROM THE MIDDLE OF A GATE FOR A
 LW5259'CHAIN LINK FENCE,
 LW5259'14.0 METERS (46.0 FT) NORTHWEST FROM THE CHAIN LINK FENCE FOR THE
 LW5259'AIRPORT,
 LW5259'3.0 METERS (10.0 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5259'
 LW5259'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5259
 LW5259                          STATION RECOVERY (1985)
 LW5259
 LW5259'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5259'4.5 KM (2.8 MI) NORTH FROM ESMOND.
 LW5259'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 146 AND STATE
 LW5259'HIGHWAY 116, WHICH IS ABOUT 3.0 KM (1.9 MI) WEST OF ASTON, GO WEST ON
 LW5259'HIGHWAY 116 SOUTHBOUND 1.3 KM (0.8 MI) TO ALBION ROAD ON THE LEFT.
 LW5259'TURN LEFT ON ALBION ROAD AND GO 1.3 KM (0.8 MI) TO A GATE THROUGH A
 LW5259'CHAIN LINK FENCE ON THE RIGHT WHICH IS THE ENTRANCE TO NORTH CENTRAL
 LW5259'AIRPORT PROPERTY.  TURN RIGHT AND GO THROUGH THE GATE TO THE STATION
 LW5259'ON THE LEFT.  SET INTO A PARTIALLY EXPOSED BOULDER 49.4 METERS
 LW5259'(162.0 FT) WEST FROM THE MIDDLE OF GATE FOR A CHAIN FENCE, 14.0 METERS
 LW5259'(46 FT) NORTHWEST FROM THE CHAIN LINK FENCE MARKING NORTH CENTRAL
 LW5259'AIRPORT PROPERTY, 3.0 METERS (10.0 FT) SOUTHWEST FROM A FIBERGLASS
 LW5259'WITNESS POST PERMISSION MUST BE OBTAINED FROM THE AIRPORT MANAGER
 LW5259'BEFORE ENTERING ONTO THE FIELD.
 LW5259
 LW5259                          STATION RECOVERY (1986)
 LW5259
 LW5259'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5259'2.3 KM (1.4 MI) WEST FROM LIMEROCK CENTER.
 LW5259'THE STATION IS LOCATED ABOUT 3.9 KM (2.45 MI) SOUTHWEST OF ALBION AT
 LW5259'THE NORTH CENTRAL STATE AIRPORT.  OWNERSHIP--NORTH CENTRAL AIRPORT.
 LW5259'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 146 AND STATE
 LW5259'HIGHWAY 116, GO WEST FOR 1.3 KM (0.8 MI) ON HIGHWAY 116 SOUTHBOUND TO
 LW5259'ALBION ROAD ON THE LEFT, TURN LEFT AND GO SOUTH FOR 1.3 KM (0.8 MI)
 LW5259'ON ALBION ROAD TO A CHAIN LINK FENCE WITH A GATE ENTERING THE NORTH
 LW5259'CENTRAL AIRPORT AND THE STATION ON THE RIGHT WITHIN THE AIRPORT
 LW5259'PROPERTY.  THE STATION IS A STANDARD RIGS DISK SET INTO PARTIALLY
 LW5259'EXPOSED BOULDER LARGEST DIMENSION FIFTEEN FEET LOCATED 49.4 METERS
 LW5259'(162.0 FT) WEST FROM THE MIDDLE OF A GATE FOR A CHAIN LINK FENCE,
 LW5259'14.0 METERS (46.0 FT) NORTHWEST FROM THE CHAIN LINK FENCE FOR THE
 LW5259'AIRPORT, 3.0 METERS (10.0 FT) SOUTHWEST FROM A FIBERGLASS WITNESS
 LW5259'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5256 ***********************************************************************
 LW5256  DESIGNATION -  SM 008 V
 LW5256  PID         -  LW5256
 LW5256  STATE/COUNTY-  RI/PROVIDENCE
 LW5256  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5256
 LW5256                         *CURRENT SURVEY CONTROL
 LW5256  ___________________________________________________________________
 LW5256* NAD 83(1986)-  41 52 58.     (N)    071 31 01.     (W)     SCALED    
 LW5256* NAVD 88     -        99.481  (meters)     326.38   (feet)  ADJUSTED  
 LW5256  ___________________________________________________________________
 LW5256  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW5256  DYNAMIC HT  -          99.449 (meters)     326.28  (feet)  COMP
 LW5256  MODELED GRAV-     980,295.4   (mgal)                       NAVD 88
 LW5256
 LW5256  VERT ORDER  -  SECOND    CLASS II
 LW5256
 LW5256.The horizontal coordinates were scaled from a topographic map and have
 LW5256.an estimated accuracy of +/- 6 seconds.
 LW5256
 LW5256.The orthometric height was determined by differential leveling
 LW5256.and adjusted by the National Geodetic Survey in June 1991..
 LW5256
 LW5256.The geoid height was determined by GEOID03.
 LW5256
 LW5256.The dynamic height is computed by dividing the NAVD 88
 LW5256.geopotential number by the normal gravity value computed on the
 LW5256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5256.degrees latitude (g = 980.6199 gals.).
 LW5256
 LW5256.The modeled gravity was interpolated from observed gravity values.
 LW5256
 LW5256;                    North         East    Units  Estimated Accuracy
 LW5256;SPC RI       -    88,790.       98,590.      MT  (+/- 180 meters Scaled)
 LW5256
 LW5256                          SUPERSEDED SURVEY CONTROL
 LW5256
 LW5256.No superseded survey control is available for this station.
 LW5256
 LW5256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG911398(NAD 83)
 LW5256_MARKER: DD = SURVEY DISK
 LW5256_SETTING: 66 = SET IN ROCK OUTCROP
 LW5256_SP_SET: ROCK LEDGE
 LW5256_STAMPING: SM OO8 V 1985
 LW5256_MARK LOGO: RIGS  
 LW5256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5256+STABILITY: POSITION/ELEVATION WELL
 LW5256
 LW5256  HISTORY     - Date     Condition        Report By
 LW5256  HISTORY     - 1985     MONUMENTED       RIGS
 LW5256
 LW5256                          STATION DESCRIPTION
 LW5256
 LW5256'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5256'3.3 KM (2.0 MI) ENE FROM GREENVILLE.
 LW5256'THE STATION IS LOCATED ABOUT 1.66 KM (1 MI) NORTH OF THE JUNCTION US
 LW5256'HIGHWAY 44 AND INTERSTATE HIGHWAY 295 IN SMITHFIELD ON THE EAST SIDE
 LW5256'OF I 295.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5256'THE I 295 UNDERPASS BENEATH US 44 GO NORTH FOR 1.66 KM (1.0 MI) ON I
 LW5256'295 TO THE SOUTH END OF A HIGH ROCK CUT, AND THE MARK ON THE RIGHT.
 LW5256'THE STATION IS A STANDARD RIGS DISK THAT IS ---UNSTAMPED---, SET INTO
 LW5256'A DRILL HOLE IN EXPOSED LEDGE, 2.75 METERS (9.1 FT) EAST FROM A
 LW5256'FIBERGLASS WITNESS POST, 2.05 METERS (6.75 FT) NORTHEAST FROM THE
 LW5256'BOTTOM FACE OF A 4 FOOT HIGH ROCK CUT, 1.47 METERS (4.8 FT) NORTHEAST
 LW5256'FROM A 4 INCH DIAMETER CHERRY TREE, 0.9 METERS (2.9 FT) EAST FROM THE
 LW5256'TOP EDGE OF A 6 FOOT HIGH ROCK CUT.  MARK IS LEVEL WITH THE HIGHWAY
 LW5256'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5723 ***********************************************************************
 LW5723  DESIGNATION -  SM OO2
 LW5723  PID         -  LW5723
 LW5723  STATE/COUNTY-  RI/PROVIDENCE
 LW5723  USGS QUAD   -  GEORGIAVILLE (1975)
 LW5723
 LW5723                         *CURRENT SURVEY CONTROL
 LW5723  ___________________________________________________________________
 LW5723* NAD 83(1996)-  41 53 04.23254(N)    071 31 03.20847(W)     ADJUSTED  
 LW5723* NAVD 88     -       116.7    (meters)     383.     (feet)  VERTCON   
 LW5723  ___________________________________________________________________
 LW5723  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 LW5723  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW5723
 LW5723  HORZ ORDER  -  SECOND
 LW5723
 LW5723.The horizontal coordinates were established by classical geodetic methods
 LW5723.and adjusted by the National Geodetic Survey in August 1998..
 LW5723
 LW5723.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5723
 LW5723.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5723
 LW5723.The geoid height was determined by GEOID03.
 LW5723
 LW5723;                    North         East     Units Scale Factor Converg.
 LW5723;SPC RI       -    88,980.791    98,542.696   MT  0.99999378   -0 00 42.2
 LW5723;SPC RI       -   291,931.15    323,302.16   sFT  0.99999378   -0 00 42.2
 LW5723;UTM  19      - 4,640,018.403   291,117.843   MT  1.00013693   -1 40 53.1
 LW5723
 LW5723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5723!SPC RI       -   0.99998633  x   0.99999378  =   0.99998011
 LW5723!UTM  19      -   0.99998633  x   1.00013693  =   1.00012326
 LW5723
 LW5723:                Primary Azimuth Mark                     Grid Az
 LW5723:SPC RI       -  PROVIDENCE TV STA WPRO MAST              157 13 46.3
 LW5723:UTM  19      -  PROVIDENCE TV STA WPRO MAST              158 53 57.2
 LW5723
 LW5723|---------------------------------------------------------------------|
 LW5723| PID    Reference Object                     Distance      Geod. Az  |
 LW5723|                                                           dddmmss.s |
 LW5723| LW2695 PROVIDENCE TV STA WPRO MAST         APPROX. 9.6 KM 1571304.1 |
 LW5723|---------------------------------------------------------------------|
 LW5723
 LW5723                          SUPERSEDED SURVEY CONTROL
 LW5723
 LW5723  NAD 83(1996)-  41 53 04.23235(N)    071 31 03.20837(W) AD(       ) 2
 LW5723  NAD 83(1992)-  41 53 04.23117(N)    071 31 03.20762(W) AD(       ) 2
 LW5723  NAD 83(1992)-  41 53 04.23107(N)    071 31 03.20765(W) AD(       ) 2
 LW5723  NAD 83(1986)-  41 53 04.23084(N)    071 31 03.20792(W) AD(       ) 2
 LW5723  NGVD 29 (12/24/91)  116.9    (m)          384.     (f) VERT ANG       
 LW5723
 LW5723.Superseded values are not recommended for survey control.
 LW5723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5723.See file dsdata.txt to determine how the superseded data were derived.
 LW5723
 LW5723_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9111840018(NAD 83)
 LW5723_MARKER: DD = SURVEY DISK
 LW5723_SETTING: 66 = SET IN ROCK OUTCROP
 LW5723_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LW5723_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5723+STABILITY: POSITION/ELEVATION WELL
 LW5723
 LW5723  HISTORY     - Date     Condition        Report By
 LW5723  HISTORY     - 1985     MONUMENTED       RIGS
 LW5723
 LW5723                          STATION DESCRIPTION
 LW5723
 LW5723'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5723'THE STATION IS LOCATED ABOUT 0.5 KM (0.3 MI)
 LW5723'SOUTHWEST OF GEORGIAVILLE CENTER.
 LW5723'OWNERSHIP--STATE RIGHT OF WAY.
 LW5723'
 LW5723'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 44 AND
 LW5723'INTERSTATE 295, GO NORTH FOR 1.8 KM (1.1 MI) ON 295 TO A LONG LEDGE
 LW5723'CUT AND THE STATION ON THE RIGHT.
 LW5723'
 LW5723'THE STATION IS A STANDARD RIGS DISK
 LW5723'STAMPED---SM 002 1985---,
 LW5723'SET INTO A DRILL HOLE IN A LARGE PARTIALLY EXPOSED LEDGE ATOP A LONG
 LW5723'LEDGE CUT AREA TO THE RIGHT OF INTERSTATE 295 NORTHBOUND.
 LW5723'17.0 METERS (56.0 FT) WEST FROM A WIRE RIGHT OF WAY FENCE,
 LW5723'11.0 METERS (36.0 FT) SOUTH FROM THE HIGH POINT OF THE LEDGE CUT,
 LW5723'5.8 METERS (19.0 FT) EAST FROM THE EDGE OF THE LEDGE CUT,
 LW5723'3.0 METERS (10.0 FT) NORTHWEST FROM A FIBEERGLASS WITNESS POST.
 LW5723'
 LW5723'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2394 ***********************************************************************
 LW2394  DESIGNATION -  SMITH STONE BOATHOUSE CUPOLA
 LW2394  PID         -  LW2394
 LW2394  STATE/COUNTY-  RI/NEWPORT
 LW2394  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2394
 LW2394                         *CURRENT SURVEY CONTROL
 LW2394  ___________________________________________________________________
 LW2394* NAD 83(1996)-  41 36 15.06818(N)    071 16 29.45837(W)     ADJUSTED  
 LW2394* NAVD 88     -                                                        
 LW2394  ___________________________________________________________________
 LW2394  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 LW2394  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW2394
 LW2394  HORZ ORDER  -  THIRD
 LW2394
 LW2394.The horizontal coordinates were established by classical geodetic methods
 LW2394.and adjusted by the National Geodetic Survey in August 1998..
 LW2394
 LW2394
 LW2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2394
 LW2394.The geoid height was determined by GEOID03.
 LW2394
 LW2394;                    North         East     Units Scale Factor Converg.
 LW2394;SPC RI       -    57,870.269   118,768.928   MT  0.99999808   +0 08 58.2
 LW2394;SPC RI       -   189,862.71    389,661.06   sFT  0.99999808   +0 08 58.2
 LW2394;UTM  19      - 4,608,330.345   310,433.385   MT  1.00004224   -1 30 39.3
 LW2394
 LW2394                          SUPERSEDED SURVEY CONTROL
 LW2394
 LW2394  NAD 83(1996)-  41 36 15.06792(N)    071 16 29.45810(W) AD(       ) 4
 LW2394  NAD 83(1992)-  41 36 15.06648(N)    071 16 29.45751(W) AD(       ) 4
 LW2394  NAD 83(1992)-  41 36 15.06609(N)    071 16 29.45729(W) AD(       ) 4
 LW2394  NAD 83(1986)-  41 36 15.06656(N)    071 16 29.45555(W) AD(       ) 4
 LW2394  NAD 27      -  41 36 14.72000(N)    071 16 31.26000(W) AD(       ) 3
 LW2394
 LW2394.Superseded values are not recommended for survey control.
 LW2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2394.See file dsdata.txt to determine how the superseded data were derived.
 LW2394
 LW2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1043308330(NAD 83)
 LW2394
 LW2394  HISTORY     - Date     Condition        Report By
 LW2394  HISTORY     - UNK      MONUMENTED
 LW2394  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2394  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2394  HISTORY     - 1996     GOOD             USPSQD
 LW2394
 LW2394                          STATION DESCRIPTION
 LW2394
 LW2394'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2394'THE SMITH BOATHOUSE IS NOW ON THE GROUNDS OF THE PORTSMOUTH
 LW2394'PRIORY AND SCHOOL (ORDER OF ST. BENEDICT IN PORTSMOUTH).  THE
 LW2394'BOATHOUSE SHOWS NO SIGNS OF EVER HAVING BEEN MOVED OR ALTERED,
 LW2394'AND INQUIRY AT THE OFFICE OF THE SCHOOL CONFIRMS THAT INFERENCE.
 LW2394'
 LW2394'THE CUPOLA IS A CONE-SHAPED TOWER ON THE E END OF THE BOATHOUSE.
 LW2394
 LW2394                          STATION RECOVERY (1956)
 LW2394
 LW2394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2394'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1935 AND 1954
 LW2394'RECOVERY NOTES ARE ADEQUATE.
 LW2394
 LW2394                          STATION RECOVERY (1996)
 LW2394
 LW2394'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW2394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2745 ***********************************************************************
 LW2745  DESIGNATION -  SMITHFIELD BLACKSTONE VALL LOT
 LW2745  PID         -  LW2745
 LW2745  STATE/COUNTY-  RI/PROVIDENCE
 LW2745  USGS QUAD   -  PAWTUCKET (1975)
 LW2745
 LW2745                         *CURRENT SURVEY CONTROL
 LW2745  ___________________________________________________________________
 LW2745* NAD 83(1996)-  41 55 08.76310(N)    071 29 12.58013(W)     ADJUSTED  
 LW2745* NAVD 88     -                                                        
 LW2745  ___________________________________________________________________
 LW2745  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 LW2745  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LW2745
 LW2745  HORZ ORDER  -  THIRD
 LW2745
 LW2745.The horizontal coordinates were established by classical geodetic methods
 LW2745.and adjusted by the National Geodetic Survey in August 1998..
 LW2745
 LW2745
 LW2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2745
 LW2745.The geoid height was determined by GEOID03.
 LW2745
 LW2745;                    North         East     Units Scale Factor Converg.
 LW2745;SPC RI       -    92,822.863   101,092.700   MT  0.99999376   +0 00 31.7
 LW2745;SPC RI       -   304,536.34    331,668.30   sFT  0.99999376   +0 00 31.7
 LW2745;SPC MA M     -   852,083.936   201,092.681   MT  0.99997656   +0 00 31.9
 LW2745;SPC MA M     - 2,795,545.38    659,751.57   sFT  0.99997656   +0 00 31.9
 LW2745;UTM  19      - 4,643,785.032   293,779.112   MT  1.00012333   -1 39 43.1
 LW2745
 LW2745                          SUPERSEDED SURVEY CONTROL
 LW2745
 LW2745  NAD 83(1996)-  41 55 08.76281(N)    071 29 12.58031(W) AD(       ) 4
 LW2745  NAD 83(1992)-  41 55 08.76178(N)    071 29 12.57897(W) AD(       ) 4
 LW2745  NAD 83(1992)-  41 55 08.76155(N)    071 29 12.57922(W) AD(       ) 4
 LW2745  NAD 83(1986)-  41 55 08.76061(N)    071 29 12.57849(W) AD(       ) 4
 LW2745  NAD 27      -  41 55 08.41956(N)    071 29 14.33906(W) AD(       ) 3
 LW2745
 LW2745.Superseded values are not recommended for survey control.
 LW2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2745.See file dsdata.txt to determine how the superseded data were derived.
 LW2745
 LW2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9377943785(NAD 83)
 LW2745
 LW2745  HISTORY     - Date     Condition        Report By
 LW2745  HISTORY     - 1937     MONUMENTED       CTGS
 LW2745
 LW2745                          STATION DESCRIPTION
 LW2745
 LW2745'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW2745'IT IS SITUATED ABOUT ON THE SMITHFIELD-LINCOLN TOWN LINE AND
 LW2745'ABOUT 2-1/2 MILES NORTHEAST OF STILLWATER (AIRLINE) AND 3/4
 LW2745'MILES SOUTHEAST OF ROUTE 116 . IT IS ABOUT 75 FEET HIGH AND HAS A
 LW2745'SMALL BALL ON THE TOP, THE POINT OBSERVED ON.  IT WAS OBSERVED
 LW2745'FROM STATIONS, WOLF AND CHOPMIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2524 ***********************************************************************
 LW2524  DESIGNATION -  SNUFF
 LW2524  PID         -  LW2524
 LW2524  STATE/COUNTY-  RI/WASHINGTON
 LW2524  USGS QUAD   -  WICKFORD (1995)
 LW2524
 LW2524                         *CURRENT SURVEY CONTROL
 LW2524  ___________________________________________________________________
 LW2524* NAD 83(1996)-  41 31 20.82150(N)    071 25 32.91205(W)     ADJUSTED  
 LW2524* NAVD 88     -        59.5    (meters)     195.     (feet)  VERTCON   
 LW2524  ___________________________________________________________________
 LW2524  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 LW2524  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LW2524
 LW2524  HORZ ORDER  -  FIRST
 LW2524
 LW2524.The horizontal coordinates were established by classical geodetic methods
 LW2524.and adjusted by the National Geodetic Survey in August 1998..
 LW2524
 LW2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2524
 LW2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2524
 LW2524.The geoid height was determined by GEOID03.
 LW2524
 LW2524;                    North         East     Units Scale Factor Converg.
 LW2524;SPC RI       -    48,770.594   106,192.494   MT  0.99999422   +0 02 57.1
 LW2524;SPC RI       -   160,008.19    348,399.87   sFT  0.99999422   +0 02 57.1
 LW2524;UTM  19      - 4,599,597.938   297,597.772   MT  1.00010417   -1 36 31.1
 LW2524
 LW2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2524!SPC RI       -   0.99999538  x   0.99999422  =   0.99998960
 LW2524!UTM  19      -   0.99999538  x   1.00010417  =   1.00009955
 LW2524
 LW2524|---------------------------------------------------------------------|
 LW2524| PID    Reference Object                     Distance      Geod. Az  |
 LW2524|                                                           dddmmss.s |
 LW2524| LW2523 N KINGSTOWN STANDPIPE 3              28.434 METERS 00651     |
 LW2524| CB8542 SNUFF RM 3                           75.124 METERS 08959     |
 LW2524| CB8540 SNUFF RM 1                            9.277 METERS 10709     |
 LW2524| LW2851 TELEGRAPH 2                         APPROX.10.0 KM 1311911.7 |
 LW2524| CB8541 SNUFF RM 2                           14.248 METERS 32131     |
 LW2524|---------------------------------------------------------------------|
 LW2524
 LW2524                          SUPERSEDED SURVEY CONTROL
 LW2524
 LW2524  NAD 83(1996)-  41 31 20.82082(N)    071 25 32.91136(W) AD(       ) 1
 LW2524  NAD 83(1992)-  41 31 20.81999(N)    071 25 32.91129(W) AD(       ) 1
 LW2524  NAD 83(1992)-  41 31 20.81936(N)    071 25 32.91124(W) AD(       ) 1
 LW2524  NAD 83(1986)-  41 31 20.81900(N)    071 25 32.91032(W) AD(       ) 1
 LW2524  NAD 27      -  41 31 20.45265(N)    071 25 34.70786(W) AD(       ) 1
 LW2524  NGVD 29 (07/19/86)   59.8    (m)          196.     (f) VERT ANG       
 LW2524
 LW2524.Superseded values are not recommended for survey control.
 LW2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2524.See file dsdata.txt to determine how the superseded data were derived.
 LW2524
 LW2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9759899598(NAD 83)
 LW2524_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2524+STABILITY: SURFACE MOTION
 LW2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2524+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW2524
 LW2524  HISTORY     - Date     Condition        Report By
 LW2524  HISTORY     - 1968     MONUMENTED       CGS
 LW2524  HISTORY     - 20010807 GOOD             USPSQD
 LW2524  HISTORY     - 20020308 GOOD             USPSQD
 LW2524
 LW2524                          STATION DESCRIPTION
 LW2524
 LW2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2524'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHEAST
 LW2524'OF WICKFORD, 3/4 MILE SOUTHWEST OF THE WEST END OF THE
 LW2524'JAMESTOWN BRIDGE, 0.1 MILE WEST OF STATE HIGHWAY 138, ON
 LW2524'THE NORTH SIDE OF SNUFF HILL ROAD AND AT THE SITE OF A
 LW2524'CHECKERED STANDPIPE FOR THE NORTH KINGSTON TOWNSHIP.
 LW2524'
 LW2524'TO REACH THE STATION FROM THE JUNCTION OF STATE
 LW2524'HIGHWAY 102 AND U.S. HIGHWAY 1A IN DOWNTOWN WICKFORD,
 LW2524'GO SOUTH ON U.S. HIGHWAY 1A FOR 3.3 MILES TO THE JUNCTION
 LW2524'OF STATE HIGHWAY 138 AT STOP LIGHT.  CONTINUE SOUTH
 LW2524'ON HIGHWAY 138 AND 1A FOR 0.4 MILE TO SNUFF HILL ROAD
 LW2524'ON RIGHT.  TURN RIGHT AND GO WEST ON SNUFF HILL ROAD
 LW2524'FOR 0.1 MILE TO A CHECKERED STANDPIPE ON RIGHT AND
 LW2524'STATION AS DESCRIBED.
 LW2524'
 LW2524'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 LW2524'
 LW2524'STATION MARK, STAMPED SNUFF 1968, IS SET ABOUT 1 INCH
 LW2524'BELOW THE SURFACE OF THE GROUND.  IT IS 79.7 FEET SOUTHWEST
 LW2524'OF THE SOUTH SIDE OF CHECKERED STANDPIPE, 32 FEET NORTHWEST
 LW2524'OF A UTILITY POLE, 28 FEET NORTH OF CENTER OF SNUFF HILL
 LW2524'ROAD AND 20 FEET EAST OF WEST SIDE OF HEAVY BRUSHY AREA.
 LW2524'
 LW2524'RM 1, STAMPED SNUFF NO 1 1968, IS SET FLUSH.  IT IS
 LW2524'88.8 FEET SOUTH OF SOUTH SIDE OF STANDPIPE, 14.5 FEET
 LW2524'NORTH OF CENTER OF SNUFF HILL ROAD AND 2.2 FEET WEST
 LW2524'OF A UTILITY POLE.
 LW2524'
 LW2524'RM 2, STAMPED SNUFF NO 2 1968, IS SET FLUSH.  IT IS 70
 LW2524'FEET NORTH OF CENTER OF SNUFF HILL ROAD, 61 FEET SOUTHWEST
 LW2524'OF SOUTH SIDE OF STANDPIPE, 59.5 FEET SOUTHWEST OF WEST
 LW2524'SIDE OF STANDPIPE AND 2.1 FEET NORTH OF METAL WITNESS POST.
 LW2524'
 LW2524'RM 3, STAMPED SNUFF NO 3 1968, IS SET FLUSH.  IT IS
 LW2524'156.3 FEET SOUTHEAST OF THE SOUTH CORNER OF A GREEN COLORED
 LW2524'HOUSE, 18.5 FEET SOUTH OF CENTER OF SNUFF HILL ROAD,
 LW2524'6 FEET NORTH OF ROCK FENCE AND 2 FEET NORTH OF A
 LW2524'METAL WITNESS POST.
 LW2524'
 LW2524'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW2524
 LW2524                          STATION RECOVERY (2001)
 LW2524
 LW2524'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2524'RECOVERED IN GOOD CONDITION.
 LW2524
 LW2524                          STATION RECOVERY (2002)
 LW2524
 LW2524'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW2524'RECOVERED STATION, AND RM1, RM2 IN BRAMBLES TOO DENSE TO PENETRATE.
 LW2524'RM3 DESCRIPTION IS CONTRADICTORY. STATION CANNOT BE SE OF S CORNER OF
 LW2524'THE HOUSE AND 18 FEET S OF SNUFF HILL RD. EVEN TRYING SE OF THE SE
 LW2524'CORNER DID NOT WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1223 ***********************************************************************
 LW1223  DESIGNATION -  SOCKET
 LW1223  PID         -  LW1223
 LW1223  STATE/COUNTY-  RI/PROVIDENCE
 LW1223  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1223
 LW1223                         *CURRENT SURVEY CONTROL
 LW1223  ___________________________________________________________________
 LW1223* NAD 83(1996)-  41 59 41.74878(N)    071 30 17.95037(W)     ADJUSTED  
 LW1223* NAVD 88     -       112.389  (meters)     368.73   (feet)  ADJUSTED  
 LW1223  ___________________________________________________________________
 LW1223  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 LW1223  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LW1223  DYNAMIC HT  -         112.353 (meters)     368.61  (feet)  COMP
 LW1223  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 LW1223
 LW1223  HORZ ORDER  -  FIRST
 LW1223  VERT ORDER  -  SECOND    CLASS 0
 LW1223
 LW1223.The horizontal coordinates were established by classical geodetic methods
 LW1223.and adjusted by the National Geodetic Survey in August 1998..
 LW1223
 LW1223.The orthometric height was determined by differential leveling
 LW1223.and adjusted by the National Geodetic Survey in June 1991..
 LW1223
 LW1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1223
 LW1223.The geoid height was determined by GEOID03.
 LW1223
 LW1223.The dynamic height is computed by dividing the NAVD 88
 LW1223.geopotential number by the normal gravity value computed on the
 LW1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1223.degrees latitude (g = 980.6199 gals.).
 LW1223
 LW1223.The modeled gravity was interpolated from observed gravity values.
 LW1223
 LW1223;                    North         East     Units Scale Factor Converg.
 LW1223;SPC RI       -   101,245.291    99,586.858   MT  0.99999375   -0 00 12.0
 LW1223;SPC RI       -   332,168.93    326,727.88   sFT  0.99999375   -0 00 12.0
 LW1223;SPC MA M     -   860,506.194   199,586.868   MT  0.99997096   -0 00 12.1
 LW1223;SPC MA M     - 2,823,177.40    654,811.25   sFT  0.99997096   -0 00 12.1
 LW1223;UTM  19      - 4,652,248.935   292,519.495   MT  1.00012973   -1 40 35.7
 LW1223
 LW1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1223!SPC RI       -   0.99998697  x   0.99999375  =   0.99998072
 LW1223!SPC MA M     -   0.99998697  x   0.99997096  =   0.99995793
 LW1223!UTM  19      -   0.99998697  x   1.00012973  =   1.00011670
 LW1223
 LW1223|---------------------------------------------------------------------|
 LW1223| PID    Reference Object                     Distance      Geod. Az  |
 LW1223|                                                           dddmmss.s |
 LW1223| LW3485 WOONSOCKET WATER MT CHAR SPIPE       45.231 METERS 00930     |
 LW1223| MY3615 WOONSOCKET RADIO STA WNRI MAST      APPROX. 2.6 KM 0253134.0 |
 LW1223| LW1224 SOCKET RM 1                          13.882 METERS 03714     |
 LW1223| MY3616 WOONSOCKET MUNICIPAL TANK           APPROX. 4.0 KM 0584911.4 |
 LW1223| LW2760 CUMBERLAND HILL WATER CO SPIPE      APPROX. 4.5 KM 1160025.8 |
 LW1223| LW3484 WOONSOCKET RAD STA WWON MAST        365.654 METERS 23028     |
 LW1223| LW3481 MOWRY FIRE TOWER                    APPROX. 4.5 KM 2442859.8 |
 LW1223| LW1222 SOCKET RM 2                          13.693 METERS 24434     |
 LW1223| LW3487 SLATERSVILLE N SMITHFLD SPIPE       APPROX. 5.5 KM 2681116.5 |
 LW1223| LW3492 WOONSOCKET HOLY FAMILY CATH CH      APPROX. 1.6 KM 2700442.6 |
 LW1223| LW3490 BRANCH RIVER WOOL COMBING TK        APPROX. 3.8 KM 2715632.8 |
 LW1223| MY3685 WOONSOCKET N SMITHFIELD TANK        APPROX. 2.9 KM 2912249.5 |
 LW1223| MY3680 WOONSOCKET FIRST BAP CH CLKTWR      APPROX. 1.7 KM 3204124.7 |
 LW1223| MY3681 WOONSOCKET PRECIOUS BLOOD CH        APPROX. 0.8 KM 3413823.6 |
 LW1223|---------------------------------------------------------------------|
 LW1223
 LW1223                          SUPERSEDED SURVEY CONTROL
 LW1223
 LW1223  NAD 83(1996)-  41 59 41.74870(N)    071 30 17.95039(W) AD(       ) 1
 LW1223  NAD 83(1992)-  41 59 41.74747(N)    071 30 17.94929(W) AD(       ) 1
 LW1223  NAD 83(1992)-  41 59 41.74743(N)    071 30 17.94933(W) AD(       ) 1
 LW1223  NAD 83(1986)-  41 59 41.74697(N)    071 30 17.94807(W) AD(       ) 1
 LW1223  NAD 27      -  41 59 41.39289(N)    071 30 19.72851(W) AD(       ) 1
 LW1223  NGVD 29 (??/??/92)  112.626  (m)          369.51   (f) ADJ UNCH    2 0
 LW1223
 LW1223.Superseded values are not recommended for survey control.
 LW1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1223.See file dsdata.txt to determine how the superseded data were derived.
 LW1223
 LW1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9251952249(NAD 83)
 LW1223_MARKER: DS = TRIANGULATION STATION DISK
 LW1223_SETTING: 66 = SET IN ROCK OUTCROP
 LW1223_SP_SET: ROCK OUTCROP
 LW1223_STAMPING: SOCKET 1968
 LW1223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1223+STABILITY: POSITION/ELEVATION WELL
 LW1223
 LW1223  HISTORY     - Date     Condition        Report By
 LW1223  HISTORY     - 1968     MONUMENTED       CGS
 LW1223  HISTORY     - 1969     GOOD             NGS
 LW1223  HISTORY     - 1985     GOOD             LOCSUR
 LW1223  HISTORY     - 1985     GOOD             LOCSUR
 LW1223  HISTORY     - 20050403 MARK NOT FOUND   GEOCAC
 LW1223
 LW1223                          STATION DESCRIPTION
 LW1223
 LW1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1223'STATION IS LOCATED ON A ROCKY HILL, AT THE SITE OF SEVERAL
 LW1223'WATER TANKS AND STANDPIPES OF THE CITY OF WOONSOCKET, ABOUT 3/4
 LW1223'MILES SOUTH-SOUTHWEST OF THE CENTER OF DOWNTOWN WOONSOCKET AND
 LW1223'JUST NORTH OF LOGEE STREET.
 LW1223'
 LW1223'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 104 AND 146A AT THE
 LW1223'SOUTH EDGE OF WOONSOCKET, GO NORTH AND EAST ON STATE HIGHWAY 104
 LW1223'FOR 1.0 MILE TO THE JUNCTION OF FRONT STREET.  TURN RIGHT ON
 LW1223'FRONT STREET AND GO SOUTH FOR 0.2 MILE TO THE JUNCTION OF TRANSIT
 LW1223'STREET.  BEAR LEFT ON FRONT STREET AND GO EAST FOR 0.15 MILE
 LW1223'TO THE JUNCTION OF LOGEE STREET.  TURN RIGHT ON LOGEE STREET
 LW1223'AND GO SOUTH AND EAST FOR 0.6 MILES TO A SIDE STREET LEFT AT
 LW1223'TWO LARGE TANKS AND ONE LARGE STANDPIPE.  TURN LEFT ON PAVED
 LW1223'ROAD AND GO NORTH FOR 0.05 MILE TO STATION ON LEFT AS
 LW1223'DESCRIBED.
 LW1223'
 LW1223'STATION MARK, STAMPED SOCKET 1968 IS CEMENTED IN A DRILL HOLE
 LW1223'IN A BEDROCK FORMATION AND IS ABOUT 2 INCHES BELOW THE ROCK
 LW1223'SURFACE.  IT IS 128 FEET SOUTH OF THE SOUTH SIDE OF LARGE
 LW1223'STANDPIPE, 161 FEET EAST-SOUTHEAST OF EAST SIDE OF WATER TANK,
 LW1223'93 FEET WEST OF CENTER OF PAVED STREET, 51 FEET NORTH OF WEST
 LW1223'SIDE OF WATER TANK, 38 FEET NORTHWEST OF NORTH SIDE OF WATER TANK
 LW1223'AND 6 FEET EAST OF A METAL WITNESS POST.
 LW1223'
 LW1223'RM 1, STAMPED SOCKET NO 1 1968 IS CEMENTED IN A DRILL HOLE IN A
 LW1223'BEDROCK FORMATION AND IS FLUSH WITH THE ROCK SURFACE.  IT IS 89
 LW1223'FEET SOUTH OF SOUTH SIDE OF LARGE STANDPIPE, 37 FEET WEST OF
 LW1223'CENTER OF PAVED STREET AND 3.4 FEET SOUTHEAST OF METAL WITNESS
 LW1223'POST.
 LW1223'
 LW1223'RM 2, STAMPED SOCKET NO 2 1968 IS CEMENTED IN A DRILL HOLE IN A
 LW1223'BEDROCK FORMATION AND IS FLUSH WITH THE ROCK SURFACE.  IT IS 33
 LW1223'FEET WEST OF WEST SIDE OF A WATER TANK, 46 FEET NORTH OF A 20-INCH
 LW1223'OAK TREE AND 50 FEET EAST OF AN 18-INCH OAK TREE.
 LW1223'
 LW1223'N SMITHFIELD MOWRY FIRE TOWER MAY BE USED AS AN AZIMUTH.
 LW1223'
 LW1223'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LW1223
 LW1223                          STATION RECOVERY (1969)
 LW1223
 LW1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1223'AT WOONSOCKET.
 LW1223'AT WOONSOCKET, ABOUT 0.8 MILE SOUTH ALONG PARK AVENUE FROM
 LW1223'THE JUNCTION OF STATE HIGHWAY 122, THENCE 0.3 MILE EAST ALONG
 LW1223'LOGEE STREET, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 LW1223'LOGEE STREET AND JILLSON AVENUE, NEAR TWO LARGE WATER TANKS
 LW1223'AND A LARGE STANDPIPE FOR THE CITY OF WOONSOCKET, SET IN THE
 LW1223'TOP OF AN OUTCROPPING ROCK WHICH COVERS THE WHOLE AREA
 LW1223'BETWEEN THE TANKS AND STANDPIPE, 94 FEET WEST OF THE CENTER
 LW1223'LINE OF WELLES STREET, 25.7 FEET NORTH OF THE NORTH FACE OF THE
 LW1223'SOUTHEAST ONE OF THE TWO TANKS, 1/2 FOOT BELOW THE TOP OF THE
 LW1223'MAIN PART OF THE ROCK.
 LW1223
 LW1223                          STATION RECOVERY (1985)
 LW1223
 LW1223'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW1223'RECOVERED IN GOOD CONDITION.
 LW1223
 LW1223                          STATION RECOVERY (1985)
 LW1223
 LW1223'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW1223'RECOVERED IN GOOD CONDITION.
 LW1223
 LW1223                          STATION RECOVERY (2005)
 LW1223
 LW1223'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW1223'THE AREA IS FENCED OFF FOR CONSTRUCTION. I COULD SEE BEDROCK ON TOP OF
 LW1223'THE HILL ABOUT WHERE THE STATION SHOULD BE. THERE'S A GOOD CHANCE THAT
 LW1223'IT IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1224 ***********************************************************************
 LW1224  DESIGNATION -  SOCKET RM 1
 LW1224  PID         -  LW1224
 LW1224  STATE/COUNTY-  RI/PROVIDENCE
 LW1224  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1224
 LW1224                         *CURRENT SURVEY CONTROL
 LW1224  ___________________________________________________________________
 LW1224* NAD 83(1986)-  41 59 41.     (N)    071 30 17.     (W)     SCALED    
 LW1224* NAVD 88     -       112.585  (meters)     369.37   (feet)  ADJUSTED  
 LW1224  ___________________________________________________________________
 LW1224  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LW1224  DYNAMIC HT  -         112.550 (meters)     369.26  (feet)  COMP
 LW1224  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 LW1224
 LW1224  VERT ORDER  -  SECOND    CLASS 0
 LW1224
 LW1224.The horizontal coordinates were scaled from a topographic map and have
 LW1224.an estimated accuracy of +/- 6 seconds.
 LW1224
 LW1224.The orthometric height was determined by differential leveling
 LW1224.and adjusted by the National Geodetic Survey in June 1991..
 LW1224
 LW1224.The geoid height was determined by GEOID03.
 LW1224
 LW1224.The dynamic height is computed by dividing the NAVD 88
 LW1224.geopotential number by the normal gravity value computed on the
 LW1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1224.degrees latitude (g = 980.6199 gals.).
 LW1224
 LW1224.The modeled gravity was interpolated from observed gravity values.
 LW1224
 LW1224;                    North         East    Units  Estimated Accuracy
 LW1224;SPC RI       -   101,220.       99,610.      MT  (+/- 180 meters Scaled)
 LW1224
 LW1224                          SUPERSEDED SURVEY CONTROL
 LW1224
 LW1224  NGVD 29 (??/??/92)  112.822  (m)          370.15   (f) ADJ UNCH    2 0
 LW1224
 LW1224.Superseded values are not recommended for survey control.
 LW1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1224.See file dsdata.txt to determine how the superseded data were derived.
 LW1224
 LW1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG925522(NAD 83)
 LW1224_MARKER: DR = REFERENCE MARK DISK
 LW1224_SETTING: 66 = SET IN ROCK OUTCROP
 LW1224_SP_SET: ROCK OUTCROP
 LW1224_STAMPING: SOCKET NO 1 1968
 LW1224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1224+STABILITY: POSITION/ELEVATION WELL
 LW1224
 LW1224  HISTORY     - Date     Condition        Report By
 LW1224  HISTORY     - 1968     MONUMENTED       CGS
 LW1224  HISTORY     - 1969     GOOD             NGS
 LW1224
 LW1224                          STATION DESCRIPTION
 LW1224
 LW1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1224'AT WOONSOCKET.
 LW1224'AT WOONSOCKET, ABOUT 0.8 MILE SOUTH ALONG PARK AVENUE FROM THE
 LW1224'JUNCTION OF STATE HIGHWAY 122, THENCE 0.3 MILE EAST ALONG
 LW1224'LOGEE STREET, 45.5 FEET NORTHEAST OF THE STATION MARK DESCRIBED,
 LW1224'SET IN THE TOP AND NEAR THE NORTHEAST EDGE OF THE SAME ROCK
 LW1224'WHICH THE STATION MARK IS LOCATED IN, 74 FEET WEST OF THE
 LW1224'CENTER LINE OF WELLES STREET, 89 FEET SOUTH OF THE SOUTH FACE
 LW1224'OF A LARGE STANDPIPE, ABOUT 5 FEET ABOVE THE LEVEL OF WELLES
 LW1224'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1222 ***********************************************************************
 LW1222  DESIGNATION -  SOCKET RM 2
 LW1222  PID         -  LW1222
 LW1222  STATE/COUNTY-  RI/PROVIDENCE
 LW1222  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1222
 LW1222                         *CURRENT SURVEY CONTROL
 LW1222  ___________________________________________________________________
 LW1222* NAD 83(1986)-  41 59 41.     (N)    071 30 17.     (W)     SCALED    
 LW1222* NAVD 88     -       111.934  (meters)     367.24   (feet)  ADJUSTED  
 LW1222  ___________________________________________________________________
 LW1222  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LW1222  DYNAMIC HT  -         111.899 (meters)     367.12  (feet)  COMP
 LW1222  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 LW1222
 LW1222  VERT ORDER  -  SECOND    CLASS 0
 LW1222
 LW1222.The horizontal coordinates were scaled from a topographic map and have
 LW1222.an estimated accuracy of +/- 6 seconds.
 LW1222
 LW1222.The orthometric height was determined by differential leveling
 LW1222.and adjusted by the National Geodetic Survey in June 1991..
 LW1222
 LW1222.The geoid height was determined by GEOID03.
 LW1222
 LW1222.The dynamic height is computed by dividing the NAVD 88
 LW1222.geopotential number by the normal gravity value computed on the
 LW1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1222.degrees latitude (g = 980.6199 gals.).
 LW1222
 LW1222.The modeled gravity was interpolated from observed gravity values.
 LW1222
 LW1222;                    North         East    Units  Estimated Accuracy
 LW1222;SPC RI       -   101,220.       99,610.      MT  (+/- 180 meters Scaled)
 LW1222
 LW1222                          SUPERSEDED SURVEY CONTROL
 LW1222
 LW1222  NGVD 29 (??/??/92)  112.171  (m)          368.01   (f) ADJ UNCH    2 0
 LW1222
 LW1222.Superseded values are not recommended for survey control.
 LW1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1222.See file dsdata.txt to determine how the superseded data were derived.
 LW1222
 LW1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG925522(NAD 83)
 LW1222_MARKER: DR = REFERENCE MARK DISK
 LW1222_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW1222_SP_SET: UNSPECIFIED ROCK
 LW1222_STAMPING: SOCKET NO 2 1968
 LW1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1222
 LW1222  HISTORY     - Date     Condition        Report By
 LW1222  HISTORY     - 1968     MONUMENTED       CGS
 LW1222  HISTORY     - 1969     GOOD             NGS
 LW1222  HISTORY     - 1985     GOOD             LOCSUR
 LW1222  HISTORY     - 1985     GOOD             LOCSUR
 LW1222
 LW1222                          STATION DESCRIPTION
 LW1222
 LW1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1222'AT WOONSOCKET.
 LW1222'AT WOONSOCKET, ABOUT 0.8 MILE SOUTH ALONG PARK AVENUE FROM
 LW1222'THE JUNCTION OF STATE HIGHWAY 122, THENCE 0.3 MILE EAST ALONG
 LW1222'LOGEE STREET, 44.9 FEET WEST OF THE STATION MARK DESCRIBED,
 LW1222'SET ON THE TOP OF A ROCK WHICH THE STATION IS ALSO LOCATED IN,
 LW1222'128 FEET NORTHEAST OF THE CENTER LINE OF LOGEE STREET, 33 FEET
 LW1222'NORTHWEST OF THE NORTHWEST FACE OF THE SOUTHEAST ONE OF TWO
 LW1222'TANKS AND 2 FEET BELOW THE HIGH POINT OF THE ROCK.
 LW1222
 LW1222                          STATION RECOVERY (1985)
 LW1222
 LW1222'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW1222'RECOVERED IN GOOD CONDITION.
 LW1222
 LW1222                          STATION RECOVERY (1985)
 LW1222
 LW1222'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3145 ***********************************************************************
 LW3145  DESIGNATION -  SOU
 LW3145  PID         -  LW3145
 LW3145  STATE/COUNTY-  RI/WASHINGTON
 LW3145  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3145
 LW3145                         *CURRENT SURVEY CONTROL
 LW3145  ___________________________________________________________________
 LW3145* NAD 83(1996)-  41 10 56.42550(N)    071 36 16.44383(W)     ADJUSTED  
 LW3145* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW3145  ___________________________________________________________________
 LW3145  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 LW3145  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LW3145
 LW3145  HORZ ORDER  -  THIRD
 LW3145
 LW3145.The horizontal coordinates were established by classical geodetic methods
 LW3145.and adjusted by the National Geodetic Survey in August 1998..
 LW3145
 LW3145.The orthometric height was scaled from a topographic map.
 LW3145
 LW3145.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3145
 LW3145.The geoid height was determined by GEOID03.
 LW3145
 LW3145;                    North         East     Units Scale Factor Converg.
 LW3145;SPC RI       -    11,000.581    91,226.519   MT  0.99999470   -0 04 07.9
 LW3145;SPC RI       -    36,091.07    299,299.00   sFT  0.99999470   -0 04 07.9
 LW3145;UTM  19      - 4,562,269.522   281,546.511   MT  1.00018736   -1 42 56.4
 LW3145
 LW3145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3145!SPC RI       -   1.00000361  x   0.99999470  =   0.99999831
 LW3145!UTM  19      -   1.00000361  x   1.00018736  =   1.00019097
 LW3145
 LW3145:                Primary Azimuth Mark                     Grid Az
 LW3145:SPC RI       -  NOR                                      035 31 02.1
 LW3145:UTM  19      -  NOR                                      037 09 50.6
 LW3145
 LW3145|---------------------------------------------------------------------|
 LW3145| PID    Reference Object                     Distance      Geod. Az  |
 LW3145|                                                           dddmmss.s |
 LW3145| LW3161 NOR                                 APPROX. 1.9 KM 0352654.2 |
 LW3145| LW3121 SOUTH REAR TARGET 1954              121.262 METERS 12024     |
 LW3145| LW3147 SOUTH FRONT TARGET 1954               5.110 METERS 30027     |
 LW3145| CB8545 SOU RM 2                              5.155 METERS 30253     |
 LW3145| CB8544 SOU RM 1                              2.990 METERS 35337     |
 LW3145|---------------------------------------------------------------------|
 LW3145
 LW3145                          SUPERSEDED SURVEY CONTROL
 LW3145
 LW3145  NAD 83(1996)-  41 10 56.42361(N)    071 36 16.44259(W) AD(       ) 3
 LW3145  NAD 83(1992)-  41 10 56.42355(N)    071 36 16.44273(W) AD(       ) 3
 LW3145  NAD 83(1992)-  41 10 56.42259(N)    071 36 16.44375(W) AD(       ) 3
 LW3145  NAD 83(1986)-  41 10 56.42328(N)    071 36 16.44467(W) AD(       ) 3
 LW3145  NAD 27      -  41 10 56.05500(N)    071 36 18.23500(W) AD(       ) 3
 LW3145
 LW3145.Superseded values are not recommended for survey control.
 LW3145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3145.See file dsdata.txt to determine how the superseded data were derived.
 LW3145
 LW3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8154762270(NAD 83)
 LW3145_MARKER: DS = TRIANGULATION STATION DISK
 LW3145_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW3145_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW3145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3145
 LW3145  HISTORY     - Date     Condition        Report By
 LW3145  HISTORY     - 1954     MONUMENTED       CGS
 LW3145
 LW3145                          STATION DESCRIPTION
 LW3145
 LW3145'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FBQ)
 LW3145'STATION IS LOCATED ON THE W SIDE OF BLOCK ISLAND, 2800 YD. SW OF
 LW3145'THE N ENTRANCE LIGHT TO GREAT SALT POND.  STATION IS 15
 LW3145'M. INSHORE FROM THE BLUFF AT GRACE POINT.  IT IS 2 M. E OF A
 LW3145'STONE WALL.  STATION MARK IS A STANDARD BRONZE DISK, STAMPED SOU
 LW3145'1954.  MARK IS SET IN A CONCRETE-FILLED 6-IN. TILE PIPE WHICH
 LW3145'PROJECTS 6 IN. ABOVE GROUND.  A CONCRETE COLLAR WAS POURED
 LW3145'AROUND THE BASE OF THE PIPE, THE HOLE FILLED TO GROUND LEVEL
 LW3145'THEN A CONCRETE COLLAR POURED AROUND THE TOP SECTION OF THE
 LW3145'PIPE.
 LW3145'
 LW3145'REFERENCE MARK 1, STAMPED SOU 1, IS A STANDARD BRONZE DISK,
 LW3145'CEMENTED IN A DRILL HOLE IN A GRANITE BOULDER WHICH IS 2-1/2- BY
 LW3145'3-1/2 FT. AND PROJECTS 14 IN. ABOVE THE GROUND, 2.99 M. N OF THE
 LW3145'STATION.
 LW3145'
 LW3145'REFERENCE MARK 2, STAMPED SOU 2, IS A STANDARD BRONZE DISK,
 LW3145'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE S
 LW3145'FRONT RANGE TARGET OF SPEED TRIAL RANGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1009 ***********************************************************************
 LW1009  DESIGNATION -  SOUTH
 LW1009  PID         -  LW1009
 LW1009  STATE/COUNTY-  RI/WASHINGTON
 LW1009  USGS QUAD   -  CAROLINA (1970)
 LW1009
 LW1009                         *CURRENT SURVEY CONTROL
 LW1009  ___________________________________________________________________
 LW1009* NAD 83(1996)-  41 25 37.96192(N)    071 38 48.08996(W)     ADJUSTED  
 LW1009* NAVD 88     -        52.843  (meters)     173.37   (feet)  ADJUSTED  
 LW1009  ___________________________________________________________________
 LW1009  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 LW1009  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW1009  DYNAMIC HT  -          52.825 (meters)     173.31  (feet)  COMP
 LW1009  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW1009
 LW1009  HORZ ORDER  -  FIRST
 LW1009  VERT ORDER  -  SECOND    CLASS 0
 LW1009
 LW1009.The horizontal coordinates were established by classical geodetic methods
 LW1009.and adjusted by the National Geodetic Survey in August 1998..
 LW1009
 LW1009.The orthometric height was determined by differential leveling
 LW1009.and adjusted by the National Geodetic Survey in June 1991..
 LW1009
 LW1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1009
 LW1009.The geoid height was determined by GEOID03.
 LW1009
 LW1009.The dynamic height is computed by dividing the NAVD 88
 LW1009.geopotential number by the normal gravity value computed on the
 LW1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1009.degrees latitude (g = 980.6199 gals.).
 LW1009
 LW1009.The modeled gravity was interpolated from observed gravity values.
 LW1009
 LW1009;                    North         East     Units Scale Factor Converg.
 LW1009;SPC RI       -    38,200.876    87,738.179   MT  0.99999560   -0 05 49.4
 LW1009;SPC RI       -   125,330.71    287,854.34   sFT  0.99999560   -0 05 49.4
 LW1009;UTM  19      - 4,589,564.467   278,842.688   MT  1.00020196   -1 45 07.0
 LW1009
 LW1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1009!SPC RI       -   0.99999648  x   0.99999560  =   0.99999208
 LW1009!UTM  19      -   0.99999648  x   1.00020196  =   1.00019844
 LW1009
 LW1009:                Primary Azimuth Mark                     Grid Az
 LW1009:SPC RI       -  SOUTH AZ MK                              044 28 04.8
 LW1009:UTM  19      -  SOUTH AZ MK                              046 07 22.4
 LW1009
 LW1009|---------------------------------------------------------------------|
 LW1009| PID    Reference Object                     Distance      Geod. Az  |
 LW1009|                                                           dddmmss.s |
 LW1009| LW1011 SOUTH AZ MK                                        0442215.4 |
 LW1009| LW1010 SOUTH RM 1                           25.485 METERS 11140     |
 LW1009| LW1008 SOUTH RM 2                           34.313 METERS 33540     |
 LW1009|---------------------------------------------------------------------|
 LW1009
 LW1009                          SUPERSEDED SURVEY CONTROL
 LW1009
 LW1009  NAD 83(1992)-  41 25 37.96060(N)    071 38 48.08920(W) AD(       ) 1
 LW1009  NAD 83(1986)-  41 25 37.95934(N)    071 38 48.08968(W) AD(       ) 1
 LW1009  NAD 27      -  41 25 37.59710(N)    071 38 49.86083(W) AD(       ) 1
 LW1009  NGVD 29 (??/??/92)   53.125  (m)          174.29   (f) ADJ UNCH    2 0
 LW1009
 LW1009.Superseded values are not recommended for survey control.
 LW1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1009.See file dsdata.txt to determine how the superseded data were derived.
 LW1009
 LW1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7884389564(NAD 83)
 LW1009_MARKER: DS = TRIANGULATION STATION DISK
 LW1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1009_STAMPING: SOUTH 1969
 LW1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1009+STABILITY: SURFACE MOTION
 LW1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1009+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 LW1009
 LW1009  HISTORY     - Date     Condition        Report By
 LW1009  HISTORY     - 1969     MONUMENTED       CGS
 LW1009  HISTORY     - 1969     GOOD             CGS
 LW1009  HISTORY     - 1974     GOOD             LOCSUR
 LW1009  HISTORY     - 1984     GOOD             USPSQD
 LW1009  HISTORY     - 1988     GOOD             USPSQD
 LW1009  HISTORY     - 19881002 GOOD             USPSQD
 LW1009  HISTORY     - 1989     GOOD             USPSQD
 LW1009  HISTORY     - 19910407 GOOD             USPSQD
 LW1009  HISTORY     - 19980921 GOOD             USPSQD
 LW1009  HISTORY     - 20011010 GOOD             USPSQD
 LW1009  HISTORY     - 20040419 GOOD             USPSQD
 LW1009
 LW1009                          STATION DESCRIPTION
 LW1009
 LW1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW1009'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF WESTERLY,
 LW1009'7-1/4 MILES SOUTHWEST OF KINGSTON, 6-1/2 MILES SOUTHEAST OF
 LW1009'HOPE VALLEY, 1-3/4 MILES SOUTHWEST OF KENYON AND AT THE JUNCTION
 LW1009'OF STATE HIGHWAYS 2 AND 112.
 LW1009'
 LW1009'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 112 IN
 LW1009'CAROLINA, GO SOUTHERLY ON HIGHWAY 112 FOR 2.2 MILES TO THE
 LW1009'JUNCTION OF STATE HIGHWAY 2 AND THE STATION ON LEFT IN
 LW1009'TRAFFIC CIRCLE AS DESCRIBED.
 LW1009'
 LW1009'ALL MARKS ARE STANDARD DISKS.
 LW1009'
 LW1009'STATION MARK, STAMPED SOUTH 1969 IS SET IN A ROUND CONCRETE
 LW1009'POST FLUSH WITH THE GROUND SURFACE.  IT IS 113 FEET SOUTH OF
 LW1009'POWER POLE 901, 77 FEET EAST OF POWER POLE 902, 45.5 FEET
 LW1009'EAST-SOUTHEAST OF CENTER OF HIGHWAY 112, 45 FEET WEST-NORTHWEST
 LW1009'OF CENTER OF HIGHWAY 2 AND 18 FEET NORTHEAST OF AN AMERICAN
 LW1009'LEGION MONUMENT.
 LW1009'
 LW1009'RM 1, STAMPED SOUTH NO 1 1969 IS SET IN A DRILL HOLE IN A
 LW1009'BOULDER WHICH PROJECTS 3 FEET.  IT IS 95 FEET SOUTHWEST
 LW1009'OF POWER POLE 1405, 37 FEET SOUTHEAST OF CENTER OF HIGHWAY 2,
 LW1009'21.5 FEET SOUTHWEST OF A 30-INCH MAPLE TREE AND 14 FEET NORTH
 LW1009'OF AN 8-INCH TREE.
 LW1009'
 LW1009'RM 2, STAMPED SOUTH NO 2 1969 IS SET IN A ROUND CONCRETE POST
 LW1009'WHICH PROJECTS 4 INCHES.  IT IS 25.5 FEET WEST-NORTHWEST OF
 LW1009'CENTER OF HIGHWAY 112, 24 FEET EAST OF AN 8-INCH PINE TREE, 2 FEET
 LW1009'SOUTHWEST OF POWER POLE 901 AND 2 FEET NORTHEAST OF A METAL
 LW1009'WITNESS POST.
 LW1009'
 LW1009'AZ MK, STAMPED SOUTH 1969 IS SET IN A DRILL HOLE IN A BOULDER
 LW1009'WHICH PROJECTS 11 INCHES.  IT IS 30 FEET SOUTHEAST OF AN OLD
 LW1009'PAVED ROAD, 30 FEET NORTHWEST OF CENTER OF HIGHWAY 2, 26.5 FEET
 LW1009'SOUTHWEST OF AN 18-INCH PINE TREE AND 1.3 FEET NORTHWEST OF A
 LW1009'METAL WITNESS POST.
 LW1009'
 LW1009'TO REACH THE AZ MK FROM THE STATION, GO NORTHEAST ON STATE
 LW1009'HIGHWAY 2 FOR 0.25 MILE TO MARK ON LEFT AS DESCRIBED.
 LW1009'
 LW1009'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW1009
 LW1009                          STATION RECOVERY (1969)
 LW1009
 LW1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LW1009'3 MI N FROM CHARLESTOWN.
 LW1009'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 2 AND 112 FROM THE
 LW1009'JUNCTION OF U.S. HIGHWAY 1 AT CHARLESTOWN, AT THE Y JUNCTION OF
 LW1009'STATE HIGHWAY 2 AND 112, IN A GRASSY AREA IN THE Y, 45 FEET
 LW1009'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 112, 45 FEET
 LW1009'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 2, 18.2 FEET
 LW1009'NORTHEAST OF THE CENTER OF THE TOP OF AN AMERICAN LEGION MONUMENT
 LW1009'(A 4-FOOT HIGH GRANITE POST), 16.6 FEET SOUTHWEST OF THE ROUNDED
 LW1009'CURB AT THE NORTHEAST SIDE OF THE GRASSY CIRCLE, 1/2 FOOT ABOVE
 LW1009'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1009'FLUSH WITH THE GROUND.
 LW1009
 LW1009                          STATION RECOVERY (1974)
 LW1009
 LW1009'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LW1009'STATION MARK, RM 1, RM 2 AND AZIMUTH MARK WERE FOUND IN
 LW1009'GOOD CONDITION.
 LW1009
 LW1009                          STATION RECOVERY (1984)
 LW1009
 LW1009'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW1009'SOUTH 1969 THIS MARK WAS RECOVERED IN GOOD CONDITION.  THE
 LW1009'MARK IS LOCATED IN A TRAFFIC CIRCLE AND HAS BEEN COVERED OVER
 LW1009'WITH ABOUT 8 INCHES OF DIRT AND ROCKS.
 LW1009'
 LW1009'RM 1 RECOVERED IN GOOD CONDITION.
 LW1009'
 LW1009'RM 2 RECOVERED IN GOOD CONDITION.
 LW1009'
 LW1009'AZI MARK RECOVERED IN GOOD CONDITION.
 LW1009'
 LW1009'NOTE--THIS STATION MARK WAS VERY DIFFICULT TO FIND.  THE FILL IN
 LW1009'THE TRAFFIC CIRCLE CONSIST OF STONE AND GRAVEL COVERED WITH LOAM
 LW1009'AND GRASS HAS BEEN PLANTED OVER THE AREA.  STATION WAS FOUND BY
 LW1009'PROBING THE AREA WITH A ROD.  THE PUBLISHED DESCRIPTION IS
 LW1009'ADEQUATE.
 LW1009
 LW1009                          STATION RECOVERY (1988)
 LW1009
 LW1009'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1009'RECOVERED IN GOOD CONDITION.
 LW1009
 LW1009                          STATION RECOVERY (1988)
 LW1009
 LW1009'RECOVERY NOTE BY US POWER SQUADRON 1988 (WW)
 LW1009'RECOVERED IN GOOD CONDITION.
 LW1009
 LW1009                          STATION RECOVERY (1989)
 LW1009
 LW1009'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1009'RECOVERED IN GOOD CONDITION.
 LW1009
 LW1009                          STATION RECOVERY (1991)
 LW1009
 LW1009'RECOVERY NOTE BY US POWER SQUADRON 1991 (AW)
 LW1009'RECOVERED IN GOOD CONDITION.
 LW1009
 LW1009                          STATION RECOVERY (1998)
 LW1009
 LW1009'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW1009'RECOVERED IN GOOD CONDITION.
 LW1009
 LW1009                          STATION RECOVERY (2001)
 LW1009
 LW1009'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1009'RECOVERED IN GOOD CONDITION.
 LW1009
 LW1009                          STATION RECOVERY (2004)
 LW1009
 LW1009'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0650 ***********************************************************************
 LW0650  DESIGNATION -  SOUTH
 LW0650  PID         -  LW0650
 LW0650  STATE/COUNTY-  RI/WASHINGTON
 LW0650  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0650
 LW0650                         *CURRENT SURVEY CONTROL
 LW0650  ___________________________________________________________________
 LW0650* NAD 83(1996)-  41 26 43.95566(N)    071 25 58.35448(W)     ADJUSTED  
 LW0650* NAVD 88     -         4.145  (meters)      13.60   (feet)  ADJUSTED  
 LW0650  ___________________________________________________________________
 LW0650  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LW0650  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW0650  DYNAMIC HT  -           4.143 (meters)      13.59  (feet)  COMP
 LW0650  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 LW0650
 LW0650  HORZ ORDER  -  SECOND
 LW0650  VERT ORDER  -  SECOND    CLASS 0
 LW0650
 LW0650.The horizontal coordinates were established by classical geodetic methods
 LW0650.and adjusted by the National Geodetic Survey in August 1998..
 LW0650
 LW0650.The orthometric height was determined by differential leveling
 LW0650.and adjusted by the National Geodetic Survey in June 1991..
 LW0650
 LW0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0650
 LW0650.The geoid height was determined by GEOID03.
 LW0650
 LW0650.The dynamic height is computed by dividing the NAVD 88
 LW0650.geopotential number by the normal gravity value computed on the
 LW0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0650.degrees latitude (g = 980.6199 gals.).
 LW0650
 LW0650.The modeled gravity was interpolated from observed gravity values.
 LW0650
 LW0650;                    North         East     Units Scale Factor Converg.
 LW0650;SPC RI       -    40,228.602   105,609.234   MT  0.99999414   +0 02 39.9
 LW0650;SPC RI       -   131,983.34    346,486.30   sFT  0.99999414   +0 02 39.9
 LW0650;UTM  19      - 4,591,075.421   296,767.726   MT  1.00010833   -1 36 39.2
 LW0650
 LW0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0650!SPC RI       -   1.00000409  x   0.99999414  =   0.99999823
 LW0650!UTM  19      -   1.00000409  x   1.00010833  =   1.00011242
 LW0650
 LW0650                          SUPERSEDED SURVEY CONTROL
 LW0650
 LW0650  NAD 83(1996)-  41 26 43.95499(N)    071 25 58.35350(W) AD(       ) 2
 LW0650  NAD 83(1992)-  41 26 43.95417(N)    071 25 58.35382(W) AD(       ) 2
 LW0650  NAD 83(1992)-  41 26 43.95337(N)    071 25 58.35350(W) AD(       ) 2
 LW0650  NAD 83(1986)-  41 26 43.95353(N)    071 25 58.35212(W) AD(       ) 2
 LW0650  NAD 27      -  41 26 43.58700(N)    071 26 00.14300(W) AD(       ) 2
 LW0650  NGVD 29 (??/??/92)    4.418  (m)           14.49   (f) ADJ UNCH    2 0
 LW0650
 LW0650.Superseded values are not recommended for survey control.
 LW0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0650.See file dsdata.txt to determine how the superseded data were derived.
 LW0650
 LW0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9676891075(NAD 83)
 LW0650_MARKER: DS = TRIANGULATION STATION DISK
 LW0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0650_STAMPING: SOUTH 1943
 LW0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0650+STABILITY: SURFACE MOTION
 LW0650
 LW0650  HISTORY     - Date     Condition        Report By
 LW0650  HISTORY     - 1943     MONUMENTED       CGS
 LW0650  HISTORY     - 1943     GOOD             CGS
 LW0650  HISTORY     - 1984     GOOD             USPSQD
 LW0650  HISTORY     - 19941001 GOOD             USPSQD
 LW0650  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW0650  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LW0650
 LW0650                          STATION DESCRIPTION
 LW0650
 LW0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0650'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT VARNUM, ON
 LW0650'THE W SHORE OF NARRAGANSETT BAY.  IT IS ABOUT 400 FT. SE OF THE
 LW0650'MOST S ONE OF FOUR FIRE-CONTROL BUILDINGS, AND ABOUT 30 FT. NW OF
 LW0650'THE FENCE ALONG THE SHORELINE.  SURFACE STATION MARK IS A STANDARD
 LW0650'STATION DISK, STAMPED SOUTH 1943 AND SET IN THE TOP OF A CONCRETE
 LW0650'POST FLUSH WITH THE GROUND.  IT IS 155.612 M. S OF STATION FORT
 LW0650'VARNUM.
 LW0650'
 LW0650'THE UNDERGROUND MARK IS A STANDARD DISK SET IN THE TOP OF A
 LW0650'CONCRETE POST.
 LW0650'
 LW0650'THERE ARE NO REFERENCE MARKS.
 LW0650'
 LW0650'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION FORT VARNUM.
 LW0650'
 LW0650'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 LW0650
 LW0650                          STATION RECOVERY (1943)
 LW0650
 LW0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0650'1.9 MI NE FROM NARRAGANSETT.
 LW0650'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LW0650'AT NARRAGANSETT, THENCE 1.1 MILES SOUTH AND EAST ALONG
 LW0650'A PAVED ROAD, AT FORT VARNUM, ALONG THE EAST EDGE OF THE FORT,
 LW0650'510.54 FEET SOUTH OF TRIANGULATION STATION FORT VARNUM DESCRIBED
 LW0650'BELOW, 400 FEET SOUTHEAST OF THE SOUTHERNMOST ONE OF FOUR
 LW0650'FIRE-CONTROL BUILDINGS, 116 FEET SOUTHEAST OF THE CENTER LINE
 LW0650'OF THE ROAD THAT PARALLELS THE FORT, 30 FEET NORTHWEST OF THE
 LW0650'FENCE ALONG THE SHORELINE, AND 19 FEET NORTH OF A BARBED-WIRE
 LW0650'FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 LW0650
 LW0650                          STATION RECOVERY (1984)
 LW0650
 LW0650'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0650'RECOVERED IN GOOD CONDITION.
 LW0650
 LW0650                          STATION RECOVERY (1994)
 LW0650
 LW0650'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0650'RECOVERED IN GOOD CONDITION.
 LW0650
 LW0650                          STATION RECOVERY (2001)
 LW0650
 LW0650'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0650'MARK NOT FOUND.
 LW0650
 LW0650                          STATION RECOVERY (2004)
 LW0650
 LW0650'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0650'PRIOR PERMISSION IS NOW REQUIRED TO ENTER GROUNDS. CAN BE OBTAINED
 LW0650'THROUGH THE EAST GREENWICH RI, NATIONAL GUARD HEADQUARTERS ON ROUTE  1
 LW0650'IN EAST GREENWICH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1011 ***********************************************************************
 LW1011  DESIGNATION -  SOUTH AZ MK
 LW1011  PID         -  LW1011
 LW1011  STATE/COUNTY-  RI/WASHINGTON
 LW1011  USGS QUAD   -  CAROLINA (1970)
 LW1011
 LW1011                         *CURRENT SURVEY CONTROL
 LW1011  ___________________________________________________________________
 LW1011* NAD 83(1986)-  41 25 46.     (N)    071 38 36.     (W)     SCALED    
 LW1011* NAVD 88     -        44.815  (meters)     147.03   (feet)  ADJUSTED  
 LW1011  ___________________________________________________________________
 LW1011  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LW1011  DYNAMIC HT  -          44.799 (meters)     146.98  (feet)  COMP
 LW1011  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW1011
 LW1011  VERT ORDER  -  SECOND    CLASS 0
 LW1011
 LW1011.The horizontal coordinates were scaled from a topographic map and have
 LW1011.an estimated accuracy of +/- 6 seconds.
 LW1011
 LW1011.The orthometric height was determined by differential leveling
 LW1011.and adjusted by the National Geodetic Survey in June 1991..
 LW1011
 LW1011.The geoid height was determined by GEOID03.
 LW1011
 LW1011.The dynamic height is computed by dividing the NAVD 88
 LW1011.geopotential number by the normal gravity value computed on the
 LW1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1011.degrees latitude (g = 980.6199 gals.).
 LW1011
 LW1011.The modeled gravity was interpolated from observed gravity values.
 LW1011
 LW1011;                    North         East    Units  Estimated Accuracy
 LW1011;SPC RI       -    38,450.       88,020.      MT  (+/- 180 meters Scaled)
 LW1011
 LW1011                          SUPERSEDED SURVEY CONTROL
 LW1011
 LW1011  NGVD 29 (??/??/92)   45.097  (m)          147.96   (f) ADJ UNCH    2 0
 LW1011
 LW1011.Superseded values are not recommended for survey control.
 LW1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1011.See file dsdata.txt to determine how the superseded data were derived.
 LW1011
 LW1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF791898(NAD 83)
 LW1011_MARKER: DZ = AZIMUTH MARK DISK
 LW1011_SETTING: 80 = SET IN A BOULDER
 LW1011_SP_SET: BOULDER
 LW1011_STAMPING: SOUTH 1969
 LW1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1011+STABILITY: SURFACE MOTION
 LW1011
 LW1011  HISTORY     - Date     Condition        Report By
 LW1011  HISTORY     - 1969     MONUMENTED       CGS
 LW1011  HISTORY     - 1988     GOOD             USPSQD
 LW1011  HISTORY     - 1989     GOOD             USPSQD
 LW1011  HISTORY     - 19980921 MARK NOT FOUND   USPSQD
 LW1011
 LW1011                          STATION DESCRIPTION
 LW1011
 LW1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1011'3.2 MI N FROM CHARLESTOWN.
 LW1011'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 2 AND 112 FROM THE
 LW1011'JUNCTION OF U.S. HIGHWAY 1 AT CHARLESTOWN, THENCE 0.25 MILE
 LW1011'NORTHEAST ALONG STATE HIGHWAY 2, BETWEEN STATE HIGHWAY 2 AND AN
 LW1011'OLD ASPHALT ROAD, SET ON THE TOP OF A 3-BY-2-FOOT BURIED BOULDER
 LW1011'WHICH PROJECTS 1 FOOT ON THE SOUTHEAST SIDE, 30 FEET NORTHWEST OF
 LW1011'THE CENTER LINE OF STATE HIGHWAY 2, 30 FEET SOUTHEAST OF THE
 LW1011'CENTER LINE OF THE BLACK TOP ROAD, 26 1/2 FEET SOUTHWEST OF A
 LW1011'LONE 18-INCH PINE TREE, 1.3 FEET NORTHWEST OF A METAL WITNESS
 LW1011'POST AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK
 LW1011'MAY BE REACHED BY GOING 1.65 MILES SOUTHWEST ALONG STATE HIGHWAY
 LW1011'2 FROM THE HIGHWAY BRIDGE OVER THE PAWCATUCK RIVER AT KENYON.
 LW1011
 LW1011                          STATION RECOVERY (1988)
 LW1011
 LW1011'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWH)
 LW1011'RECOVERED IN GOOD CONDITION.
 LW1011
 LW1011                          STATION RECOVERY (1989)
 LW1011
 LW1011'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1011'RECOVERED IN GOOD CONDITION.
 LW1011
 LW1011                          STATION RECOVERY (1998)
 LW1011
 LW1011'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3048 ***********************************************************************
 LW3048  DESIGNATION -  SOUTH BEACON
 LW3048  PID         -  LW3048
 LW3048  STATE/COUNTY-  RI/WASHINGTON
 LW3048  USGS QUAD   -  
 LW3048
 LW3048                         *CURRENT SURVEY CONTROL
 LW3048  ___________________________________________________________________
 LW3048* NAD 83(1996)-  41 21 16.73130(N)    071 30 36.03484(W)     ADJUSTED  
 LW3048* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3048  ___________________________________________________________________
 LW3048  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 LW3048  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW3048
 LW3048  HORZ ORDER  -  THIRD
 LW3048
 LW3048.The horizontal coordinates were established by classical geodetic methods
 LW3048.and adjusted by the National Geodetic Survey in August 1998..
 LW3048
 LW3048.The orthometric height was scaled from a topographic map.
 LW3048
 LW3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3048
 LW3048.The geoid height was determined by GEOID03.
 LW3048
 LW3048;                    North         East     Units Scale Factor Converg.
 LW3048;SPC RI       -    30,131.517    99,162.369   MT  0.99999376   -0 00 23.8
 LW3048;SPC RI       -    98,856.49    325,335.21   sFT  0.99999376   -0 00 23.8
 LW3048;UTM  19      - 4,581,167.305   290,031.246   MT  1.00014260   -1 39 32.4
 LW3048
 LW3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3048!SPC RI       -   1.00000481  x   0.99999376  =   0.99999857
 LW3048!UTM  19      -   1.00000481  x   1.00014260  =   1.00014742
 LW3048
 LW3048:                Primary Azimuth Mark                     Grid Az
 LW3048:SPC RI       -  POINT JUDITH LIGHTHOUSE                  073 30 53.1
 LW3048:UTM  19      -  POINT JUDITH LIGHTHOUSE                  075 10 01.7
 LW3048
 LW3048|---------------------------------------------------------------------|
 LW3048| PID    Reference Object                     Distance      Geod. Az  |
 LW3048|                                                           dddmmss.s |
 LW3048| LW2915 POINT JUDITH LIGHTHOUSE             APPROX. 2.5 KM 0733029.3 |
 LW3048| LW3043 BOATHOUSE SOUTHEAST CORNER          APPROX. 7.4 KM 2785959.0 |
 LW3048| LW3025 BARN EAST CUPOLA                    APPROX. 4.9 KM 3052752.7 |
 LW3048| LW3052 PT JUDITH HBR MAIN BRKWTR W LT      APPROX. 0.8 KM 3401352.1 |
 LW3048|---------------------------------------------------------------------|
 LW3048
 LW3048                          SUPERSEDED SURVEY CONTROL
 LW3048
 LW3048  NAD 83(1996)-  41 21 16.73023(N)    071 30 36.03368(W) AD(       ) 3
 LW3048  NAD 83(1992)-  41 21 16.72989(N)    071 30 36.03406(W) AD(       ) 3
 LW3048  NAD 83(1992)-  41 21 16.72865(N)    071 30 36.03402(W) AD(       ) 3
 LW3048  NAD 83(1986)-  41 21 16.72827(N)    071 30 36.03329(W) AD(       ) 3
 LW3048  NAD 27      -  41 21 16.36500(N)    071 30 37.81300(W) AD(       ) 3
 LW3048
 LW3048.Superseded values are not recommended for survey control.
 LW3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3048.See file dsdata.txt to determine how the superseded data were derived.
 LW3048
 LW3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9003181167(NAD 83)
 LW3048_MARKER: 16 = DAYBEACON
 LW3048
 LW3048  HISTORY     - Date     Condition        Report By
 LW3048  HISTORY     - 1912     FIRST OBSERVED   CGS
 LW3048  HISTORY     - 1948     GOOD             CGS
 LW3048  HISTORY     - 1954     GOOD             CGS
 LW3048  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 LW3048  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LW3048
 LW3048                          STATION DESCRIPTION
 LW3048
 LW3048'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FBQ)
 LW3048'NEAR THE MIDDLE OF THE MAIN BREAKWATER OF THE HARBOR OF REFUGE,
 LW3048'255 YARDS W OF THE MAIN BREAKWATER CENTER LIGHT, AND IN THE CENTER
 LW3048'OF THE BREAKWATER.  MARK IS ABANDONED BEACON POLE (12 BY 12 INCHES)
 LW3048'THAT EXTENDS ABOUT 10 FEET ABOVE BREAKWATER LEVEL.  THREE 12-
 LW3048'BY 12-INCH BRACES FORMING A TRIPOD WITH BASE AT WATER LEVEL AND
 LW3048'EXTENDING TO TOP OF BREAKWATER SECURE THE POLE IN PLACE.  THE
 LW3048'TRIPOD IS FILLED WITH BREAKWATER BOULDERS.  THE TIMBERS ARE
 LW3048'ROTTING AWAY.
 LW3048
 LW3048                          STATION RECOVERY (1954)
 LW3048
 LW3048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3048'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LW3048'ADEQUATE AND COMPLETE.
 LW3048
 LW3048                          STATION RECOVERY (1994)
 LW3048
 LW3048'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3048'MARK NOT FOUND.
 LW3048
 LW3048                          STATION RECOVERY (2001)
 LW3048
 LW3048'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3048'THIS STATION IS DESCRIBED AS DAYMARK 16. LAT/LONG PLOTS ON HARBOR OF
 LW3048'REFUGE OUTER BREAKWATER WHERE THERE ARE NO DAYMARKS,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1010 ***********************************************************************
 LW1010  DESIGNATION -  SOUTH RM 1
 LW1010  PID         -  LW1010
 LW1010  STATE/COUNTY-  RI/WASHINGTON
 LW1010  USGS QUAD   -  CAROLINA (1970)
 LW1010
 LW1010                         *CURRENT SURVEY CONTROL
 LW1010  ___________________________________________________________________
 LW1010* NAD 83(1986)-  41 25 37.     (N)    071 38 47.     (W)     SCALED    
 LW1010* NAVD 88     -        52.535  (meters)     172.36   (feet)  ADJUSTED  
 LW1010  ___________________________________________________________________
 LW1010  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW1010  DYNAMIC HT  -          52.516 (meters)     172.30  (feet)  COMP
 LW1010  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW1010
 LW1010  VERT ORDER  -  SECOND    CLASS 0
 LW1010
 LW1010.The horizontal coordinates were scaled from a topographic map and have
 LW1010.an estimated accuracy of +/- 6 seconds.
 LW1010
 LW1010.The orthometric height was determined by differential leveling
 LW1010.and adjusted by the National Geodetic Survey in June 1991..
 LW1010
 LW1010.The geoid height was determined by GEOID03.
 LW1010
 LW1010.The dynamic height is computed by dividing the NAVD 88
 LW1010.geopotential number by the normal gravity value computed on the
 LW1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1010.degrees latitude (g = 980.6199 gals.).
 LW1010
 LW1010.The modeled gravity was interpolated from observed gravity values.
 LW1010
 LW1010;                    North         East    Units  Estimated Accuracy
 LW1010;SPC RI       -    38,170.       87,760.      MT  (+/- 180 meters Scaled)
 LW1010
 LW1010                          SUPERSEDED SURVEY CONTROL
 LW1010
 LW1010  NGVD 29 (??/??/92)   52.817  (m)          173.28   (f) ADJ UNCH    2 0
 LW1010
 LW1010.Superseded values are not recommended for survey control.
 LW1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1010.See file dsdata.txt to determine how the superseded data were derived.
 LW1010
 LW1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF788895(NAD 83)
 LW1010_MARKER: DR = REFERENCE MARK DISK
 LW1010_SETTING: 80 = SET IN A BOULDER
 LW1010_SP_SET: BOULDER
 LW1010_STAMPING: SOUTH NO 1 1969
 LW1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1010+STABILITY: SURFACE MOTION
 LW1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1010+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 LW1010
 LW1010  HISTORY     - Date     Condition        Report By
 LW1010  HISTORY     - 1969     MONUMENTED       CGS
 LW1010  HISTORY     - 1969     GOOD             USPSQD
 LW1010  HISTORY     - 1984     GOOD             USPSQD
 LW1010  HISTORY     - 1988     GOOD             USPSQD
 LW1010  HISTORY     - 19941001 GOOD             USPSQD
 LW1010  HISTORY     - 19980921 GOOD             USPSQD
 LW1010  HISTORY     - 20040419 GOOD             USPSQD
 LW1010
 LW1010                          STATION DESCRIPTION
 LW1010
 LW1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1010'3 MI N FROM CHARLESTOWN.
 LW1010'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 2 AND 112 FROM THE
 LW1010'JUNCTION OF U.S. HIGHWAY 1 AT CHARLESTOWN, AT THE JUNCTION OF
 LW1010'STATE HIGHWAY 112 AND 2, SET ON THE TOP OF THE EAST EDGE OF A
 LW1010'4-BY-4 FOOT BURIED BOULDER WHICH PROJECTS 2 FEET ON THE EAST
 LW1010'SIDE, 37 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 2,
 LW1010'83.6 FEET SOUTHEAST OF AND ACROSS STATE HIGHWAY 2 FROM THE
 LW1010'STATION MARK DESCRIBED, 96 FEET SOUTHWEST OF POWER LINE POLE
 LW1010'1485, 182.1 FEET SOUTHEAST OF AND ACROSS STATE HIGHWAY 2 AND 112
 LW1010'FROM RM 2 DESCRIBED, 2 FEET ABOVE THE LEVEL OF STATE HIGHWAY 2.
 LW1010
 LW1010                          STATION RECOVERY (1969)
 LW1010
 LW1010'RECOVERY NOTE BY US POWER SQUADRON 1969 (FW)
 LW1010'RECOVERED IN GOOD CONDITION.
 LW1010
 LW1010                          STATION RECOVERY (1984)
 LW1010
 LW1010'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW1010'RECOVERED IN GOOD CONDITION.
 LW1010
 LW1010                          STATION RECOVERY (1988)
 LW1010
 LW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWH)
 LW1010'RECOVERED IN GOOD CONDITION.
 LW1010
 LW1010                          STATION RECOVERY (1994)
 LW1010
 LW1010'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW1010'RECOVERED IN GOOD CONDITION.
 LW1010
 LW1010                          STATION RECOVERY (1998)
 LW1010
 LW1010'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW1010'RECOVERED IN GOOD CONDITION.
 LW1010
 LW1010                          STATION RECOVERY (2004)
 LW1010
 LW1010'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1008 ***********************************************************************
 LW1008  DESIGNATION -  SOUTH RM 2
 LW1008  PID         -  LW1008
 LW1008  STATE/COUNTY-  RI/WASHINGTON
 LW1008  USGS QUAD   -  CAROLINA (1970)
 LW1008
 LW1008                         *CURRENT SURVEY CONTROL
 LW1008  ___________________________________________________________________
 LW1008* NAD 83(1986)-  41 25 37.     (N)    071 38 46.     (W)     SCALED    
 LW1008* NAVD 88     -        53.483  (meters)     175.47   (feet)  ADJUSTED  
 LW1008  ___________________________________________________________________
 LW1008  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW1008  DYNAMIC HT  -          53.464 (meters)     175.41  (feet)  COMP
 LW1008  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW1008
 LW1008  VERT ORDER  -  SECOND    CLASS 0
 LW1008
 LW1008.The horizontal coordinates were scaled from a topographic map and have
 LW1008.an estimated accuracy of +/- 6 seconds.
 LW1008
 LW1008.The orthometric height was determined by differential leveling
 LW1008.and adjusted by the National Geodetic Survey in June 1991..
 LW1008
 LW1008.The geoid height was determined by GEOID03.
 LW1008
 LW1008.The dynamic height is computed by dividing the NAVD 88
 LW1008.geopotential number by the normal gravity value computed on the
 LW1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1008.degrees latitude (g = 980.6199 gals.).
 LW1008
 LW1008.The modeled gravity was interpolated from observed gravity values.
 LW1008
 LW1008;                    North         East    Units  Estimated Accuracy
 LW1008;SPC RI       -    38,170.       87,790.      MT  (+/- 180 meters Scaled)
 LW1008
 LW1008                          SUPERSEDED SURVEY CONTROL
 LW1008
 LW1008  NGVD 29 (??/??/92)   53.765  (m)          176.39   (f) ADJ UNCH    2 0
 LW1008
 LW1008.Superseded values are not recommended for survey control.
 LW1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1008.See file dsdata.txt to determine how the superseded data were derived.
 LW1008
 LW1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF788895(NAD 83)
 LW1008_MARKER: DR = REFERENCE MARK DISK
 LW1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1008_STAMPING: SOUTH NO 2 1969
 LW1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1008+STABILITY: SURFACE MOTION
 LW1008
 LW1008  HISTORY     - Date     Condition        Report By
 LW1008  HISTORY     - 1969     MONUMENTED       CGS
 LW1008  HISTORY     - 1988     GOOD             USPSQD
 LW1008  HISTORY     - 1989     GOOD             USPSQD
 LW1008  HISTORY     - 1989     GOOD             USPSQD
 LW1008  HISTORY     - 19980921 GOOD             USPSQD
 LW1008  HISTORY     - 20011010 GOOD             USPSQD
 LW1008  HISTORY     - 20040419 GOOD             USPSQD
 LW1008
 LW1008                          STATION DESCRIPTION
 LW1008
 LW1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1008'3 MI N FROM CHARLESTOWN.
 LW1008'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 2 AND 112 FROM THE
 LW1008'JUNCTION OF U.S. HIGHWAY 1 AT CHARLESTOWN, NEAR THE JUNCTION OF
 LW1008'STATE HIGHWAY 2 AND 112, 25 1/2 FEET NORTHWEST OF THE CENTER
 LW1008'LINE OF STATE HIGHWAY 112, 112.6 FEET NORTH OF AND ACROSS STATE
 LW1008'HIGHWAY 112 FROM THE STATION MARK DECRIBED, 61 FEET SOUTHWEST OF
 LW1008'THE CENTER LINE OF A DRIVEWAY TO A ONE STORY RESIDENCE, 182.1
 LW1008'FEET NORTHWEST OF AND ACROSS STATE HIGHWAY 112 AND 2 FROM RM NO.
 LW1008'1 DESCRIBED, 2 FEET SOUTHWEST OF POWER LINE POLE 901, 2 FEET
 LW1008'NORTHEAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF
 LW1008'STATE HIGHWAY 112 AND SET IN THE TOP OF A CONCRETE POST
 LW1008'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1008
 LW1008                          STATION RECOVERY (1988)
 LW1008
 LW1008'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW1008'RECOVERED IN GOOD CONDITION.
 LW1008
 LW1008                          STATION RECOVERY (1989)
 LW1008
 LW1008'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW1008'RECOVERED IN GOOD CONDITION.
 LW1008
 LW1008                          STATION RECOVERY (1989)
 LW1008
 LW1008'RECOVERY NOTE BY US POWER SQUADRON 1989
 LW1008'RECOVERED IN GOOD CONDITION.
 LW1008
 LW1008                          STATION RECOVERY (1998)
 LW1008
 LW1008'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW1008'RECOVERED IN GOOD CONDITION.
 LW1008
 LW1008                          STATION RECOVERY (2001)
 LW1008
 LW1008'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1008'RECOVERED IN GOOD CONDITION.
 LW1008
 LW1008                          STATION RECOVERY (2004)
 LW1008
 LW1008'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0912 ***********************************************************************
 LW0912  DESIGNATION -  SOUTHWEST
 LW0912  PID         -  LW0912
 LW0912  STATE/COUNTY-  RI/NEWPORT
 LW0912  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0912
 LW0912                         *CURRENT SURVEY CONTROL
 LW0912  ___________________________________________________________________
 LW0912* NAD 83(1996)-  41 09 01.63190(N)    071 35 47.18761(W)     ADJUSTED  
 LW0912* LOCAL TIDAL -        50.172  (meters)     164.61   (feet)  ADJ UNCH  
 LW0912  ___________________________________________________________________
 LW0912  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 LW0912  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LW0912
 LW0912  HORZ ORDER  -  SECOND
 LW0912  VERT ORDER  -  SECOND    CLASS 0
 LW0912
 LW0912.The horizontal coordinates were established by classical geodetic methods
 LW0912.and adjusted by the National Geodetic Survey in August 1998..
 LW0912
 LW0912.The orthometric height was key entered from printed documents
 LW0912.and not key verified.
 LW0912
 LW0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0912
 LW0912.The geoid height was determined by GEOID03.
 LW0912
 LW0912;                    North         East     Units Scale Factor Converg.
 LW0912;SPC RI       -     7,458.524    91,904.447   MT  0.99999456   -0 03 48.5
 LW0912;SPC RI       -    24,470.17    301,523.17   sFT  0.99999456   -0 03 48.5
 LW0912;UTM  19      - 4,558,708.770   282,122.508   MT  1.00018427   -1 42 33.2
 LW0912
 LW0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0912!SPC RI       -   0.99999696  x   0.99999456  =   0.99999152
 LW0912!UTM  19      -   0.99999696  x   1.00018427  =   1.00018123
 LW0912
 LW0912|---------------------------------------------------------------------|
 LW0912| PID    Reference Object                     Distance      Geod. Az  |
 LW0912|                                                           dddmmss.s |
 LW0912| CB8549 SOUTHWEST RM 1                       29.288 METERS 03136     |
 LW0912| LW3134 HIGHLAND HOUSE CUPOLA               APPROX. 3.7 KM 0592709.5 |
 LW0912| LW3129 SPRINGHOUSE CUPOLA                  APPROX. 4.0 KM 0604930.0 |
 LW0912| LW3127 WINDMILL                            APPROX. 2.6 KM 0711856.1 |
 LW0912| LW3151 SIGNAL TOWER SE LIGHTHOUSE          APPROX. 3.7 KM 0850335.2 |
 LW0912| LW3132 WIRELESS MAST                       APPROX. 3.9 KM 0851940.1 |
 LW0912| LW3131 BLOCK IS SE LIGHTHOUSE              APPROX. 3.8 KM 0860412.6 |
 LW0912| LW3115 BARLOWS HOUSE CUPOLA                APPROX. 1.5 KM 0952741.9 |
 LW0912| CB8550 SOUTHWEST RM 2                       29.470 METERS 11141     |
 LW0912| LW0911 BLACK                               171.024 METERS 17731     |
 LW0912| LW3107 EDGE                                400.557 METERS 2092759.5 |
 LW0912| LW0908 ROAR                                460.844 METERS 2263019.7 |
 LW0912| LW3117 CHIM                                APPROX. 1.4 KM 2972515.6 |
 LW0912| LW0915 CHOICE                              274.474 METERS 29931     |
 LW0912| CB8551 SOUTHWEST RM 3                       16.227 METERS 31321     |
 LW0912| LW3118 BLOCK IS LIFE SAVING STA FLAG       APPROX. 1.9 KM 3215208.3 |
 LW0912| LW3119 BLOCK IS LIFE SAVING STA CHIM       APPROX. 1.9 KM 3215639.0 |
 LW0912| LW3286 WESTERLY STANDPIPE                  APPROX.31.0 KM 3232549.2 |
 LW0912| LW3105 WHITE                               380.236 METERS 34334     |
 LW0912| LW3123 BAPTIST CHURCH STEEPLE              APPROX. 2.0 KM 3482117.7 |
 LW0912|---------------------------------------------------------------------|
 LW0912
 LW0912                          SUPERSEDED SURVEY CONTROL
 LW0912
 LW0912  NAD 83(1996)-  41 09 01.63006(N)    071 35 47.18623(W) AD(       ) 2
 LW0912  NAD 83(1992)-  41 09 01.62990(N)    071 35 47.18639(W) AD(       ) 2
 LW0912  NAD 83(1992)-  41 09 01.62865(N)    071 35 47.18736(W) AD(       ) 2
 LW0912  NAD 83(1986)-  41 09 01.62628(N)    071 35 47.18809(W) AD(       ) 2
 LW0912  NAD 27      -  41 09 01.26000(N)    071 35 48.97600(W) AD(       ) 2
 LW0912
 LW0912.Superseded values are not recommended for survey control.
 LW0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0912.See file dsdata.txt to determine how the superseded data were derived.
 LW0912
 LW0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8212358709(NAD 83)
 LW0912_MARKER: DS = TRIANGULATION STATION DISK
 LW0912_SETTING: 80 = SET IN A BOULDER
 LW0912_SP_SET: BOULDER
 LW0912_STAMPING: SOUTHWEST 1911
 LW0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0912+STABILITY: SURFACE MOTION
 LW0912
 LW0912  HISTORY     - Date     Condition        Report By
 LW0912  HISTORY     - 1911     MONUMENTED       CGS
 LW0912  HISTORY     - 1922     GOOD             USE
 LW0912  HISTORY     - 1940     GOOD             CGS
 LW0912  HISTORY     - 1943     GOOD             CGS
 LW0912  HISTORY     - 1943     GOOD             NGS
 LW0912
 LW0912                          STATION DESCRIPTION
 LW0912
 LW0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (WMS)
 LW0912'STATION IS ABOUT 10 METERS S OF THE SUMMIT OF THE WESTERLY
 LW0912'RIDGE OF PLOVER HILL, IN THE SW PART OF BLOCK ISLAND, BETWEEN
 LW0912'BLACK ROCK AND SOUTHWEST POINTS AND ABOUT 1/4 MILE FROM
 LW0912'SHORE.  THE STATION IS ABOUT 50 METERS E OF A N AND S PRIVATE
 LW0912'ROAD AND IS MARKED BY A STANDARD BRASS DISK IN A BLOCK OF ROCK,
 LW0912'20 BY 50 BY 75 CENTIMETERS, SET ON END SO AS TO PROJECT
 LW0912'SLIGHTLY ABOVE THE GROUND SURFACE.  THE SUBSURFACE MARK IS A
 LW0912'DRILL HOLE WITHIN A TRIANGLE CUT ON A GRANITE BOULDER, WHICH
 LW0912'IS BURIED AT A DEPTH OF 2-1/4 FEET.  THREE REFERENCE MARKS
 LW0912'ARE, RESPECTIVELY, 29.27 METERS (96.03 FEET) NE, 29.50 METERS
 LW0912'(96.78 FEET) SE, AND 16.20 METERS (53.15 FEET) NW FROM
 LW0912'THE STATION, AND ARE MARKED, RESPECTIVELY, BY A Y, A
 LW0912'SQUARE, AND A CROSS CUT IN BOULDERS.
 LW0912
 LW0912                          STATION RECOVERY (1922)
 LW0912
 LW0912'RECOVERY NOTE BY US ENGINEERS 1922
 LW0912'THE DESCRIPTION AS GIVEN MENTIONS THE STATION AS BEING ON
 LW0912'PLOVER HILL.  IT WAS FOUND THAT THIS NAME IS NOT DISTINCT.
 LW0912'
 LW0912'THE STATION IS ON THE LAND OF THE ESTATE OF R.G. LEWIS
 LW0912'(C.H. AND JESSIE LEWIS) AND IS REACHED BY TAKING THE ROAD
 LW0912'LEADING TO THE FARMHOUSE OF MR. C.H. LEWIS.  THE STATION WAS
 LW0912'FOUND MARKED AS DESCRIBED.
 LW0912
 LW0912                          STATION RECOVERY (1940)
 LW0912
 LW0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0912'THE STATION AND 3 REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LW0912'
 LW0912'THE STATION IS ON BLOCK ISLAND, ON THE SUMMIT OF PLOVER HILL,
 LW0912'WHICH IS IN THE SOUTHWEST CORNER OF THE ISLAND BACK OF DICKENS
 LW0912'AND SOUTHWEST POINTS.  IT IS ABOUT 50 YARDS EAST OF A NORTH-SOUTH
 LW0912'DIRT ROAD AND ABOUT 6 FEET EAST OF A PUNCH CLOCK (CHECKING IN
 LW0912'STATION) OF THE U.S. COAST GUARD.  THE SURFACE MARK IS A STANDARD
 LW0912'DISK SET IN THE CENTER OF A BLOCK OF ROCK 20 BY 50 BY 75
 LW0912'CENTIMETERS SET ON END.  THE DISK IS NOT STAMPED AND IS FLUSH WITH
 LW0912'THE SURFACE OF THE GROUND.  THE SUB-SURFACE MARK IS A DRILL HOLE
 LW0912'WITHIN A TRIANGLE CUT ON A GRANITE BOULDER WHICH IS BURIED
 LW0912'ABOUT 2-1/4 FEET BELOW THE SURFACE OF THE GROUND.
 LW0912'
 LW0912'TO REACH THE STATION FROM THE BLOCK ISLAND POST OFFICE DRIVE
 LW0912'NORTH 0.2 MILE, THEN DRIVE WEST FROM THE SURF HOTEL FOR 0.7
 LW0912'MILE, THEN JOG RIGHT AND CONTINUE WEST FOR 0.3 MILE TO THE
 LW0912'CHOWDER HOUSE, THEN TURN LEFT AND DRIVE WEST AND SOUTH ON THE
 LW0912'MAIN PAVED ROAD FOR 3.2 MILES, THEN TURN SHARP RIGHT ON A
 LW0912'GRAVEL ROAD BETWEEN TWO BORROW PITS AND DRIVE SOUTH 0.4 MILE,
 LW0912'THEN TAKE THE LEFT FORK AND DRIVE 0.35 MILE, THEN TURN LEFT
 LW0912'AND GO 50 YARDS UP A STEEP HILL TO THE STATION.
 LW0912'
 LW0912'REFERENCE MARK NO. 1 IS 96.00 FEET, 29.26 METERS, NORTHEAST
 LW0912'OF THE STATION AND ABOUT 2 FEET LOWER.  IT IS A Y CUT IN A
 LW0912'BOULDER ABOUT 3 FEET IN DIAMETER AND PROJECTING ABOUT 1-1/2
 LW0912'FEET ABOVE THE GROUND.
 LW0912'
 LW0912'REFERENCE MARK NO. 2 IS 96.54 FEET, 29.425 METERS, SOUTHEAST
 LW0912'OF THE STATION AND ABOUT 5 FEET LOWER.  IT IS A HOLE
 LW0912'SURROUNDED BY SQUARE CUT IN A ROCK WHICH IS ABOUT 2 BY 3 FEET
 LW0912'AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 LW0912'
 LW0912'REFERENCE MARK NO. 3 IS 53.15 FEET, 16.20 METERS, NORTHWEST
 LW0912'OF THE STATION AND ABOUT 1-1/2 FEET LOWER.  IT IS A CROSS CUT
 LW0912'IN A ROCK ABOUT 3 FEET IN DIAMETER AND PROJECTING ABOUT 10
 LW0912'INCHES ABOVE THE GROUND.
 LW0912'
 LW0912'THE BEST AZIMUTH MARK IS THE BLOCK ISLAND SOUTHEAST LIGHTHOUSE
 LW0912'WHICH IS ABOUT 2.5 MILES EAST-SOUTHEAST OF THE STATION.  THE
 LW0912'FINIAL ABOVE THE LIGHT WAS OBSERVED UPON.
 LW0912'
 LW0912'A 4-FOOT STAND WILL SEE 4-FOOT STANDS AT PAINE 1874, CLAYHEAD
 LW0912'1911 AND BLOCK ISLAND ECC. 1932.
 LW0912
 LW0912                          STATION RECOVERY (1943)
 LW0912
 LW0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0912'STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE FOUND
 LW0912'IN GOOD CONDITION.  STATION IS LOCATED ON BLOCK ISLAND, ON
 LW0912'THE SUMMIT OF PLOVER HILL WHICH IS IN THE SW CORNER OF THE
 LW0912'ISLAND BACK OF BLACK ROCK POINT AND SOUTHWEST POINT.  THE
 LW0912'ARMY HAS BUILT A 110-FOOT STEEL TOWER AND A FIRE CONTROL
 LW0912'BUILDING AT BLACK ROCK POINT WHICH IS ABOUT 0.2 MILE SSE OF
 LW0912'THE STATION AND A FIRE CONTROL BUILDING HAS BEEN BUILT AT
 LW0912'SOUTHWEST POINT WHICH IS ABOUT 0.3 MILE SW OF THE STATION.
 LW0912
 LW0912                          STATION RECOVERY (1943)
 LW0912
 LW0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0912'AT BLOCK ISLAND.
 LW0912'ON BLOCK ISLAND, NEWPORT COUNTY, AT THE SOUTHWEST CORNER OF THE
 LW0912'ISLAND, 0.3 MILE NORTHEAST OF A FIRE-CONTROL BUILDING AT SOUTHWEST
 LW0912'POINT, 0.2 MILE NORTH-NORTHWEST OF A 110-FOOT STEEL TOWER AT
 LW0912'BLACK ROCK POINT, AT THE SUMMIT OF PLOVER HILL, 150 FEET EAST OF
 LW0912'A NORTH-AND-SOUTH DIRT ROAD, AND IN THE TOP OF A BOULDER FLUSH
 LW0912'WITH THE GROUND.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 LW0912'SOUTHWEST 1911.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2229 ***********************************************************************
 LW2229  DESIGNATION -  SPAR ISLAND
 LW2229  PID         -  LW2229
 LW2229  STATE/COUNTY-  RI/BRISTOL
 LW2229  USGS QUAD   -  FALL RIVER (1979)
 LW2229
 LW2229                         *CURRENT SURVEY CONTROL
 LW2229  ___________________________________________________________________
 LW2229* NAD 83(1996)-  41 41 17.21012(N)    071 13 12.95476(W)     ADJUSTED  
 LW2229* NAVD 88     -                                                        
 LW2229  ___________________________________________________________________
 LW2229  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 LW2229  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW2229
 LW2229  HORZ ORDER  -  THIRD
 LW2229
 LW2229.The horizontal coordinates were established by classical geodetic methods
 LW2229.and adjusted by the National Geodetic Survey in August 1998..
 LW2229
 LW2229
 LW2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2229
 LW2229.The geoid height was determined by GEOID03.
 LW2229
 LW2229;                    North         East     Units Scale Factor Converg.
 LW2229;SPC RI       -    67,205.153   123,288.932   MT  1.00000042   +0 11 09.8
 LW2229;SPC RI       -   220,488.91    404,490.44   sFT  1.00000042   +0 11 09.8
 LW2229;UTM  19      - 4,617,530.522   315,222.344   MT  1.00002017   -1 28 37.4
 LW2229
 LW2229                          SUPERSEDED SURVEY CONTROL
 LW2229
 LW2229  NAD 83(1996)-  41 41 17.21009(N)    071 13 12.95477(W) AD(       ) 4
 LW2229  NAD 83(1992)-  41 41 17.20841(N)    071 13 12.95346(W) AD(       ) 4
 LW2229  NAD 83(1992)-  41 41 17.20829(N)    071 13 12.95344(W) AD(       ) 4
 LW2229  NAD 83(1986)-  41 41 17.20857(N)    071 13 12.95187(W) AD(       ) 4
 LW2229  NAD 27      -  41 41 16.84500(N)    071 13 14.78600(W) AD(       ) 3
 LW2229
 LW2229.Superseded values are not recommended for survey control.
 LW2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2229.See file dsdata.txt to determine how the superseded data were derived.
 LW2229
 LW2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1522217531(NAD 83)
 LW2229
 LW2229  HISTORY     - Date     Condition        Report By
 LW2229  HISTORY     - UNK      MONUMENTED
 LW2229  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2229
 LW2229                          STATION DESCRIPTION
 LW2229
 LW2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2229'THE STATION WAS NOT RECOVERED.  SPAR ISLAND TODAY IS JUST A BARE
 LW2229'SAND SPOT IN THE BAY WITH A BUOY INDICATING ITS POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2552 ***********************************************************************
 LW2552  DESIGNATION -  SPENCER
 LW2552  PID         -  LW2552
 LW2552  STATE/COUNTY-  RI/KENT
 LW2552  USGS QUAD   -  EAST GREENWICH (1975)
 LW2552
 LW2552                         *CURRENT SURVEY CONTROL
 LW2552  ___________________________________________________________________
 LW2552* NAD 83(1996)-  41 40 43.08712(N)    071 29 38.99181(W)     ADJUSTED  
 LW2552* NAVD 88     -        99.4    (meters)     326.     (feet)  VERTCON   
 LW2552  ___________________________________________________________________
 LW2552  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LW2552  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW2552
 LW2552  HORZ ORDER  -  SECOND
 LW2552
 LW2552.The horizontal coordinates were established by classical geodetic methods
 LW2552.and adjusted by the National Geodetic Survey in August 1998..
 LW2552
 LW2552.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2552
 LW2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2552
 LW2552.The geoid height was determined by GEOID03.
 LW2552
 LW2552;                    North         East     Units Scale Factor Converg.
 LW2552;SPC RI       -    66,114.603   100,485.907   MT  0.99999375   +0 00 14.0
 LW2552;SPC RI       -   216,910.99    329,677.51   sFT  0.99999375   +0 00 14.0
 LW2552;UTM  19      - 4,617,102.173   292,395.489   MT  1.00013041   -1 39 32.7
 LW2552
 LW2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2552!SPC RI       -   0.99998910  x   0.99999375  =   0.99998285
 LW2552!UTM  19      -   0.99998910  x   1.00013041  =   1.00011951
 LW2552
 LW2552:                Primary Azimuth Mark                     Grid Az
 LW2552:SPC RI       -  SPENCER AZ MK E                          002 01 54.3
 LW2552:UTM  19      -  SPENCER AZ MK E                          003 41 41.0
 LW2552
 LW2552|---------------------------------------------------------------------|
 LW2552| PID    Reference Object                     Distance      Geod. Az  |
 LW2552|                                                           dddmmss.s |
 LW2552| CB8552 SPENCER AZ MK E                                    0020208.3 |
 LW2552| LW2689 PROVIDENCE CRANSTON ARM W TWR       APPROX.15.7 KM 0192749.5 |
 LW2552| LW2688 PROVIDENCE CRANSTON ARM E TWR       APPROX.15.8 KM 0194013.3 |
 LW2552| LW2589 STAKE B                             219.713 METERS 22448     |
 LW2552| CB8553 SPENCER AZ MK W                                    3575755.6 |
 LW2552|---------------------------------------------------------------------|
 LW2552
 LW2552                          SUPERSEDED SURVEY CONTROL
 LW2552
 LW2552  NAD 83(1996)-  41 40 43.08647(N)    071 29 38.99141(W) AD(       ) 2
 LW2552  NAD 83(1992)-  41 40 43.08571(N)    071 29 38.99100(W) AD(       ) 2
 LW2552  NAD 83(1992)-  41 40 43.08523(N)    071 29 38.99102(W) AD(       ) 2
 LW2552  NAD 83(1986)-  41 40 43.08548(N)    071 29 38.99038(W) AD(       ) 2
 LW2552  NAD 27      -  41 40 42.72236(N)    071 29 40.77574(W) AD(       ) 2
 LW2552  NGVD 29 (12/24/91)   99.7    (m)          327.     (f) VERT ANG       
 LW2552
 LW2552.Superseded values are not recommended for survey control.
 LW2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2552.See file dsdata.txt to determine how the superseded data were derived.
 LW2552
 LW2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9239517102(NAD 83)
 LW2552_MARKER: B = BOLT
 LW2552_SETTING: 66 = SET IN ROCK OUTCROP
 LW2552_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 LW2552_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2552+STABILITY: POSITION/ELEVATION WELL
 LW2552
 LW2552  HISTORY     - Date     Condition        Report By
 LW2552  HISTORY     - 1843     MONUMENTED       CGS
 LW2552  HISTORY     - 1879     SEE DESCRIPTION  CGS
 LW2552  HISTORY     - 1931     SEE DESCRIPTION  CGS
 LW2552  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2552  HISTORY     - 1937     SEE DESCRIPTION  CTGS
 LW2552  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2552  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LW2552  HISTORY     - 1984     GOOD             RIGS
 LW2552  HISTORY     - 1987     GOOD             RIGS
 LW2552
 LW2552                          STATION DESCRIPTION
 LW2552
 LW2552'DESCRIBED BY COAST AND GEODETIC SURVEY 1879
 LW2552'STATION IS ON SPENCER HILL, ABOUT 2-1/2 MILES NW OF EAST
 LW2552'GREENWICH AND 1-1/2 MILES SE BY E OF CROMPTON.  THE STATION IS
 LW2552'A SHORT DISTANCE E OF THE SUMMIT ON LAND BELONGING TO JESSE
 LW2552'DEWLEY AND ABOUT 200 YARDS E OF HIS HOUSE.  AN OLD BARN IS 49.2
 LW2552'FEET N 71-1/2 DEG W OF THE STATION AT THE ANGLE OF A STONE
 LW2552'WALL.  THE STATION IS MARKED BY AN IRON BOLT SET IN A HOLE
 LW2552'DRILLED IN THE ROCK.
 LW2552
 LW2552                          STATION RECOVERY (1931)
 LW2552
 LW2552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (FLG)
 LW2552'STATION NOT RECOVERED.  OLD BARN AND STONE WALL GONE.  A FEW
 LW2552'HOLES WERE FOUND IN ROCKS IN THE LOCALITY BUT NONE COULD BE
 LW2552'IDENTIFIED AS STATION, WHICH IS PROBABLY LOST.
 LW2552
 LW2552                          STATION RECOVERY (1935)
 LW2552
 LW2552'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2552'THE STATION WAS FOUND IN EXCELLENT CONDITION.
 LW2552'
 LW2552'THE LAND IS NOW OWNED BY JESSE P. DAWLEY, A GRANDSON OF THE
 LW2552'ORIGINAL OWNER.
 LW2552'
 LW2552'THE OLD BARN IS GONE, BUT THE ANGLE OF A STONE WALL REMAINS,
 LW2552'AS DOES THE OLD HOUSE.
 LW2552'
 LW2552'THE STATION IS ABOUT 1/4 MILE E OF STATE HIGHWAY 2 AND THE
 LW2552'DRIVE TO THE DAWLEYS HOUSE LEAVES STATE HIGHWAY 2 AT A POINT
 LW2552'ABOUT 1.1 MILES N OF THE WESTERN EXTENSION OF DIVISION STREET,
 LW2552'EAST GREENWICH.  THE STATION IS ABOUT 12 YARDS WSW OF A LARGE
 LW2552'OAK TREE (ABOUT 48 INCHES IN DIAMETER) WHICH GROWS CLOSE TO THE
 LW2552'STONE WALL.
 LW2552'
 LW2552'THE IRON BOLT MARKING THE STATION IS ENCLOSED IN A TRIANGLE
 LW2552'CHISELED IN THE OUTCROP OF ROCK, AND IS 12.7 FEET N OF A DRILL HOLE
 LW2552'ENCLOSED BY A CHISELED SQUARE.
 LW2552'
 LW2552'NOTE----A NEW STATION SPENCER 2 WAS ESTABLISHED IN 1932, S OF
 LW2552'DAWLEYS HOUSE IN AN OPEN FIELD.
 LW2552
 LW2552                          STATION RECOVERY (1937)
 LW2552
 LW2552'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1937
 LW2552'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 LW2552'ORIGINAL DESCRIPTION.  THE LAND IS NOW OWNED BY JESSE P. DAWLEY
 LW2552'A GRANDSON OF THE ORIGINAL OWNER.  THE BARN IS GONE BUT THE OLD
 LW2552'HOUSE IS STILL THERE.  THE STATION IS 41 FEET ENE OF A LARGE
 LW2552'OAK TREE (ABOUT 48 INCHES IN DIAMETER) WHICH GROWS CLOSE TO A
 LW2552'STONE WALL (CORRECTING A.L. BRECKENRIDGE 1935).  THE IRON BOLT
 LW2552'MARKING THE STATION IS ENCLOSED IN A TRIANGLE CHISELED IN THE
 LW2552'OUTCROP OF ROCK, AND IS 12.7 FEET N OF DRILL HOLE ENCLOSED IN
 LW2552'CHISELED SQUARE, AND 6 FEET S OF A SMALL SUMMER HOUSE.
 LW2552'
 LW2552'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 102, AND STATE
 LW2552'HIGHWAY 3, GO IN EASTERLY DIRECTION ON STATE HIGHWAY 3, 11.2
 LW2552'MILES TO INTERSECTION OF STATE HIGHWAY 3 AND STATE HIGHWAY 2.  TURN
 LW2552'RIGHT AT TRAFFIC LIGHT ONTO STATE HIGHWAY 2.  CONTINUE ON STATE
 LW2552'HIGHWAY 2 IN SW DIRECTION 0.4 MILE TO A DIRT ROAD LEFT, (WHICH
 LW2552'IS THE ENTRANCE TO MR. DAWLEYS PROPERTY).  TURN LEFT (E) INTO
 LW2552'DIRT ROAD AND GO 0.2 MILE TO TOP OF HILL, IN FRONT OF DAWLEYS
 LW2552'HOUSE.  STATION IS ABOUT 600 FEET E OF HOUSE.
 LW2552'
 LW2552'THE NEW STATION SPENCER 2 IS 539.256 FEET W OF SPENCER, AND IN
 LW2552'FRONT OF THE DAWLEY HOUSE.  THE ANGLE FROM LINWOOD LACE TANK TO
 LW2552'SPENCER IS 157 DEG 10 MIN 56.7 SEC.
 LW2552
 LW2552                          STATION RECOVERY (1963)
 LW2552
 LW2552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2552'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1937 EXCEPT THE
 LW2552'SMALL SUMMER HOUSE IS GONE, HAVING BURNED RECENTLY.
 LW2552
 LW2552                          STATION RECOVERY (1964)
 LW2552
 LW2552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 LW2552'RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED IN 1937.  IT
 LW2552'IS AT THE HIGHEST POINT OF THE LARGE OUTCROP TO THE NORTH OF
 LW2552'THE EAST END OF THE LANE THAT RUNS FROM THE BARN JUST EAST OF
 LW2552'THE DWELLING, BETWEEN 6-FOOT STONE WALLS, TO A LOWER PASTURE.  THE
 LW2552'REFERENCE MARK, A DRILL HOLE INCLOSED IN A CHISELED SQUARE, IS
 LW2552'IN THE TOP OF A BOULDER THAT RESTS ON THE LEDGE.
 LW2552'
 LW2552'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 3 0.7 MILE
 LW2552'EAST OF CROMPTON, GO SOUTH ON HIGHWAY 2 FOR 0.45 MILE TO A
 LW2552'DRIVEWAY ON THE LEFT, TURN LEFT AND GO UPGRADE FOR 0.2 MILE TO
 LW2552'THE DAWLEY HOME.  CONTINUE EASTWARD ABOUT 600 FEET THROUGH THE
 LW2552'LANE TO THE STATION ON THE LEFT.
 LW2552
 LW2552                          STATION RECOVERY (1984)
 LW2552
 LW2552'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW2552'THE STATION WAS RECOVERED AT THIS DATE.
 LW2552'A NEW DESCRIPTION FOLLOWS.
 LW2552'
 LW2552'THE STATION IS LOCATED ABOUT 5.5 KM (3.7 MI)
 LW2552'NORTH OF FRENCHTOWN STATION,
 LW2552'4.3 KM (2.7 MI) NORTHWEST OF EAST GREENWICH,
 LW2552'4.3 KM (2.7 MI) SOUTHEAST OF ARCTIC, ON THE SUMMIT OF SPENCER HILL,
 LW2552'AND EAST OF THE METROPOLITAN LIFE INSURANCE BUILDING.
 LW2552'OWNERSHIP--METROPOLITAN LIFE INSURANCE COMPANY.
 LW2552'
 LW2552'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 LW2552'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 4.2 KM (2.6 MI) WEST OF EAST
 LW2552'GREENWICH CENTER,  GO NORTH FOR 1.1 KM (0.7 MI) ON HIGHWAY 2 TO THE
 LW2552'FIRST ENTRANCE TO THE PARKING LOTS FOR THE METROPOLITAN INSURANCE
 LW2552'COMPANY ON THE RIGHT.
 LW2552'TURN RIGHT AND GO EAST FOR 0.3 KM (0.2 MI) ON THE ENTRANCE ROAD TO
 LW2552'THE FIRST PARKING LOT ON THE LEFT.
 LW2552'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.2 KM (0.1 MI) ON THE ROAD
 LW2552'ON THE SOUTH SIDE OF THE PARKING LOTS,
 LW2552'TURN LEFT AND GO NORTH FOR 150 METERS (400 FT) TO THE NORTHEAST
 LW2552'CORNER OF THE
 LW2552'LOWER PARKING LOTS, AND THE STATION ABOUT 100 FEET TO THE NORTHEAST
 LW2552'AS DESCRIBED.
 LW2552'
 LW2552'THE STATION IS AN IRON BOLT
 LW2552'THAT IS ---UNSTAMPED---,
 LW2552'SET INTO BEDROCK AND PROJECTING 2.5 CM (1 IN).  IT IS ENCLOSED BY A
 LW2552'FAINT TRIANGLE CHISELED INTO THE ROCK.
 LW2552'LOCATED
 LW2552'11.8 METERS (41.0 FT) NORTHEAST FROM A 48 INCH DIAMETER OAK TREE,
 LW2552'3.9 METERS (12.7 FT) NORTH FROM A DRILL HOLE ENCLOSED IN A CHISELED
 LW2552'SQUARE IN A BOULDER,
 LW2552'1.6 METERS (4.2 FT) SOUTH FROM A 6 INCH DIAMETER JUNIPER TREE,
 LW2552'1.2 METERS (3.9 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 LW2552'
 LW2552'REFERENCE MARK NO. 8 IS A STANDARD NGS DISK
 LW2552'STAMPED---SPENCER NO 8 1984---,
 LW2552'SET INTO A ROCK LEDGE.
 LW2552'LOCATED
 LW2552'10.4 METERS (34.1 FT) WEST-SOUTHWEST FROM A ROCK WALL,
 LW2552'7.8 METERS (25.6 FT) EAST FROM A FIBERGLASS WITNESS POST,
 LW2552'6.5 METERS (21.3 FT) EAST FROM A DRILL HOLE ENCLOSED BY A CHISELED
 LW2552'SQUARE IN A BOULDER.
 LW2552'MARK IS 2.4 METERS BELOW THE STATION.
 LW2552'
 LW2552'REFERENCE MARK NO. 9 IS A STANDARD NGS DISK
 LW2552'STAMPED---SPENCER NO 9 1984---,
 LW2552'SET INTO A PARTIALLY EXPOSED BOULDER LOCATED
 LW2552'11.5 METERS (37.7 FT) NORTH-NORTHEAST FROM A 20 INCH DIAMETER OAK,
 LW2552'6.7 METERS (22.0 FT) EAST-NORTHEAST FROM THE EDGE OF A GRAVEL PATH,
 LW2552'2.8 METERS (9.2 FT) WEST-NORTHWEST FROM A 4 INCH DIAMETER JUNIPER.
 LW2552'MARK IS 1.8 METERS BELOW THE STATION.
 LW2552'
 LW2552'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2552
 LW2552                          STATION RECOVERY (1987)
 LW2552
 LW2552'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2552'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2552'
 LW2552'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2553 ***********************************************************************
 LW2553  DESIGNATION -  SPENCER 2
 LW2553  PID         -  LW2553
 LW2553  STATE/COUNTY-  RI/KENT
 LW2553  USGS QUAD   -  EAST GREENWICH (1975)
 LW2553
 LW2553                         *CURRENT SURVEY CONTROL
 LW2553  ___________________________________________________________________
 LW2553* NAD 83(1996)-  41 40 38.89934(N)    071 29 48.12221(W)     ADJUSTED  
 LW2553* NAVD 88     -       105.852  (meters)     347.28   (feet)  ADJUSTED  
 LW2553  ___________________________________________________________________
 LW2553  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 LW2553  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW2553  DYNAMIC HT  -         105.816 (meters)     347.16  (feet)  COMP
 LW2553  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 LW2553
 LW2553  HORZ ORDER  -  FIRST
 LW2553  VERT ORDER  -  SECOND    CLASS II
 LW2553
 LW2553.The horizontal coordinates were established by classical geodetic methods
 LW2553.and adjusted by the National Geodetic Survey in August 1998..
 LW2553
 LW2553.The orthometric height was determined by differential leveling
 LW2553.and adjusted by the National Geodetic Survey in June 1991..
 LW2553
 LW2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2553
 LW2553.The geoid height was determined by GEOID03.
 LW2553
 LW2553.The dynamic height is computed by dividing the NAVD 88
 LW2553.geopotential number by the normal gravity value computed on the
 LW2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW2553.degrees latitude (g = 980.6199 gals.).
 LW2553
 LW2553.The modeled gravity was interpolated from observed gravity values.
 LW2553
 LW2553;                    North         East     Units Scale Factor Converg.
 LW2553;SPC RI       -    65,985.392   100,274.731   MT  0.99999375   +0 00 07.9
 LW2553;SPC RI       -   216,487.07    328,984.68   sFT  0.99999375   +0 00 07.9
 LW2553;UTM  19      - 4,616,979.127   292,180.623   MT  1.00013150   -1 39 38.7
 LW2553
 LW2553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2553!SPC RI       -   0.99998810  x   0.99999375  =   0.99998185
 LW2553!UTM  19      -   0.99998810  x   1.00013150  =   1.00011959
 LW2553
 LW2553:                Primary Azimuth Mark                     Grid Az
 LW2553:SPC RI       -  NATICK ST JOSEPH CATH CH SPIRE           004 25 28.2
 LW2553:UTM  19      -  NATICK ST JOSEPH CATH CH SPIRE           006 05 14.8
 LW2553
 LW2553|---------------------------------------------------------------------|
 LW2553| PID    Reference Object                     Distance      Geod. Az  |
 LW2553|                                                           dddmmss.s |
 LW2553| LW2573 NATICK ST JOSEPH CATH CH SPIRE      APPROX. 5.3 KM 0042536.1 |
 LW2553| LW2542 CRANSTON RI MEDICAL CTR TANK        APPROX. 8.0 KM 0185543.7 |
 LW2553| CB8584 SW CORNER OF FRAME HOUSE              0.674 METERS 02109     |
 LW2553| LW2659 PROVIDENCE STATE CAPITOL DOME       APPROX.18.3 KM 0214339.6 |
 LW2553| LW2579 PONTIAC PRINT WORKS INC TANK        APPROX. 5.9 KM 0232059.0 |
 LW2553| LW2675 PROVIDENCE INDUST TRUST TOWER       APPROX.17.8 KM 0233116.7 |
 LW2553| LW2574 PONTIAC ST PAUL LUTH CH SPIRE       APPROX. 5.6 KM 0234212.3 |
 LW2553| LW2543 CRANSTON CORRECTIONAL INST CUP      APPROX. 8.4 KM 0235651.2 |
 LW2553| LW2665 PROVIDENCE FIRST CH CHRIST SCI      APPROX.18.5 KM 0242318.6 |
 LW2553| LW2615 ATTLEBORO WATER CO TANK             APPROX.32.0 KM 0284620.4 |
 LW2553| LW2638 EAST PROVIDENCE MUNICIPAL TANK      APPROX.18.1 KM 0392313.7 |
 LW2553| LW2552 SPENCER                             247.571 METERS 05832     |
 LW2553| LW2590 STAKE A                              34.474 METERS 08121     |
 LW2553| CB8554 SPENCER 2 RM 1                       16.514 METERS 10939     |
 LW2553| LW2591 SPENCER STAKE A                     151.603 METERS 12312     |
 LW2553| LW2586 SPENCER 3                            92.443 METERS 18106     |
 LW2553| LW3031 KINGSTON UNIV OF RI TANK            APPROX.21.2 KM 1863237.0 |
 LW2553| LW5177 SPENCER 2 RM 4                       20.300 METERS 19859     |
 LW2553| LW2587 SPENCER 2 RM 2 AZIMUTH              145.374 METERS 25845     |
 LW2553| LW3520 COVENTRY LINWOOD LACE WORKS TK      APPROX. 6.0 KM 2612129.7 |
 LW2553| LW2585 SPENCER 3 RM 7 AZIMUTH              199.124 METERS 28707     |
 LW2553| LW1059 PR 69 C RM 2                        APPROX. 9.8 KM 2995559.9 |
 LW2553| LW3499 TUNK HILL FIRE TOWER                APPROX.13.1 KM 3121413.7 |
 LW2553| LW3519 HOPE VALLEY LACE CO TANK            APPROX. 8.0 KM 3174758.2 |
 LW2553| LW3518 WEST WARWICK RAD STA WWRI MAST      APPROX. 2.9 KM 3191539.5 |
 LW2553| LW3521 HOPE SCHOOL CUPOLA                  APPROX. 8.5 KM 3193819.7 |
 LW2553| LW5138 SPENCER 2 RM 3                       19.578 METERS 34735     |
 LW2553|---------------------------------------------------------------------|
 LW2553
 LW2553                          SUPERSEDED SURVEY CONTROL
 LW2553
 LW2553  NAD 83(1996)-  41 40 38.89868(N)    071 29 48.12181(W) AD(       ) 1
 LW2553  NAD 83(1992)-  41 40 38.89792(N)    071 29 48.12141(W) AD(       ) 1
 LW2553  NAD 83(1992)-  41 40 38.89745(N)    071 29 48.12143(W) AD(       ) 1
 LW2553  NAD 83(1986)-  41 40 38.89762(N)    071 29 48.12089(W) AD(       ) 1
 LW2553  NAD 27      -  41 40 38.53449(N)    071 29 49.90578(W) AD(       ) 1
 LW2553  NGVD 29 (12/24/91)  106.11   (m)          348.1    (f) LEVELING    3  
 LW2553
 LW2553.Superseded values are not recommended for survey control.
 LW2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2553.See file dsdata.txt to determine how the superseded data were derived.
 LW2553
 LW2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9218116979(NAD 83)
 LW2553_MARKER: DS = TRIANGULATION STATION DISK
 LW2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2553_SP_SET: CONCRETE POST
 LW2553_STAMPING: SPENCER 2 1932
 LW2553_MARK LOGO: CGS   
 LW2553_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2553+STABILITY: SURFACE MOTION
 LW2553
 LW2553  HISTORY     - Date     Condition        Report By
 LW2553  HISTORY     - 1932     MONUMENTED       CGS
 LW2553  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2553  HISTORY     - 1937     SEE DESCRIPTION  CTGS
 LW2553  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2553  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW2553  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LW2553  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LW2553  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2553  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LW2553  HISTORY     - 1984     GOOD             RIGS
 LW2553  HISTORY     - 1984     GOOD             RIGS
 LW2553  HISTORY     - 1985     GOOD             RIGS
 LW2553  HISTORY     - 19880701 GOOD             RIGS
 LW2553
 LW2553                          STATION DESCRIPTION
 LW2553
 LW2553'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW2553'STATION IS ON THE SUMMIT OF SPENCER HILL, ABOUT 2-1/2 MILES NW
 LW2553'OF E GREENWICH AND 1-1/2 MILES ESE OF CROMPTON ON LAND OWNED BY
 LW2553'JESSE DAWLEY.  STATION IS IN W EDGE OF WALLED-IN FIELD, 6.4
 LW2553'METERS E OF ROCK FENCE.  70 METERS S BY W OF HOUSE AT N END OF
 LW2553'FIELD.  MARK IS FLUSH WITH SURFACE OF GROUND.
 LW2553'
 LW2553'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 3 ARE STANDARD
 LW2553'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LW2553'
 LW2553'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE DISKS IN
 LW2553'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12A.
 LW2553'
 LW2553'REFERENCE MARK NO. 1 IS ESE OF STATION FLUSH WITH GROUND, 22.3
 LW2553'METERS E OF ROCK FENCE ON W SIDE OF FIELD.  THIS MARK WAS SET IN
 LW2553'THE SAME SPOT AS THE CROSS MARK SCRATCHED ON OUTCROPPING ROCK
 LW2553'MENTIONED IN RECONNAISSANCE DESCRIPTION.
 LW2553'
 LW2553'REFERENCE MARK NO. 2 IS WSW OF STATION IN HAY FIELD.  24 METERS
 LW2553'W OF N AND S ROCK FENCE.  36 METERS N OF E AND W ROCK FENCE.  6
 LW2553'METERS SE OF SW CORNER OF ORCHARD.
 LW2553'
 LW2553'REFERENCE MARK NO. 3 IS NNW OF STATION, 0.9 METER E OF ROCK
 LW2553'FENCE ON W SIDE OF FIELD.  18 METERS SW OF CHICKEN HOUSE.
 LW2553'
 LW2553'REACHED FROM E GREENWICH BY GOING S ON MAIN ST. AND TURNING W
 LW2553'ON NEW HIGHWAY NO. 1, FOLLOW THIS W AND N 3.8 MILES TO A PRIVATE
 LW2553'LANE RUNNING E UP A HILL.  FOLLOW THIS 0.1 MILE TO A GATE LEADING
 LW2553'INTO A YARD, AFTER PASSING THRU GATE, TURN S AND FOLLOW ALONG
 LW2553'ROCK FENCE APPROXIMATELY 70 METERS TO STATION.
 LW2553'
 LW2553'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 LW2553
 LW2553                          STATION RECOVERY (1934)
 LW2553
 LW2553'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2553'STATION AND THREE REFERENCES FOUND AS MARKED.  STATION AND TWO
 LW2553'REFERENCES FOUND AS DESCRIBED.  DISTANCE FROM STATION TO
 LW2553'REFERENCE MARK NO. 2 SHOULD BE 159 YARDS.
 LW2553
 LW2553                          STATION RECOVERY (1937)
 LW2553
 LW2553'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1937
 LW2553'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN ORIGINAL
 LW2553'DESCRIPTION C.D.M. 1932.  REFERENCE MARKS RECOVERED AS DESCRIBED
 LW2553'IN ORIGINAL DESCRIPTION.  REFERENCE MARK NO. 2 IS 477.18 FEET FROM
 LW2553'STATION (APPROX. 200 YARDS C.D.M. 1932).
 LW2553'
 LW2553'TO REACH FROM INTERSECTION OF STATE HIGHWAYS 102 AND 3, GO ON
 LW2553'HIGHWAY 3 E 11.2 MILES TO INTERSECTION OF HIGHWAY 3 AND HIGHWAY
 LW2553'2.  TURN RIGHT AT TRAFFIC LIGHT ONTO HIGHWAY 2.  CONTINUE ON
 LW2553'HIGHWAY 2 SW 0.4 MILE TO DIRT ROAD LEFT (WHICH IS THE ENTRANCE
 LW2553'TO MR. DAWLEYS HOUSE).  TURN LEFT (E) INTO DIRT ROAD AND GO 0.2
 LW2553'MILE TO TOP OF HILL, IN FRONT OF DAWLEYS HOUSE.  THE STATION IS
 LW2553'ABOUT 200 FEET S OF THE HOUSE.
 LW2553'
 LW2553'SPENCER 2 IS 539.267 FEET W OF SPENCER.
 LW2553
 LW2553                          STATION RECOVERY (1956)
 LW2553
 LW2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2553'THE STATION AND THREE REFERENCE MARKS WERE RECOVERED IN GOOD
 LW2553'CONDITION.  THE STATION MARK IS NOW 3 INCHES UNDERGROUND AND IS
 LW2553'STAMPED SPENCER 2 1932.  REFERENCE MARK 1 IS FLUSH WITH THE
 LW2553'GROUND AND IS STAMPED SPENCER 2 NO 1 1932.  REFERENCE MARK 2 IS
 LW2553'STAMPED SPENCER 2 NO 2 1932 AND THE ROCK LEDGE IS 114.3 FEET
 LW2553'WEST OF A NORTH-SOUTH STONE FENCE AND 198 FEET NORTH OF AN
 LW2553'EAST-WEST STONE FENCE.  THE LEDGE IS IN THE SECOND FIELD WEST
 LW2553'OF THE STATION AND PROJECTS 2 FEET ABOVE THE GROUND.  REFERENCE
 LW2553'MARK 3 IS STAMPED SPENCER 2 NO 3 1932 AND SET IN THE TOP OF A 12
 LW2553'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 LW2553'GROUND.  THE CHICKEN HOUSE IS GONE.
 LW2553
 LW2553                          STATION RECOVERY (1958)
 LW2553
 LW2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2553'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LW2553'CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED.  A
 LW2553'REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.  A COMPLETE NEW
 LW2553'DESCRIPTION AND TO REACH FOLLOWS.
 LW2553'
 LW2553'THE STATION IS ON THE SUMMIT OF SPENCER HILL ABOUT 2.5 MILE
 LW2553'NORTHWEST OF EAST GREENWICH, ABOUT 1.5 MILES SOUTHEAST OF
 LW2553'CROMPTON AND ON PROPERTY OWNED BY MR. JESSE DAWLEY.  IT IS 221
 LW2553'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 77 FEET
 LW2553'SOUTH OF A 24 INCH ELM TREE AND 21 FEET EAST OF A ROCK
 LW2553'FENCE.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS
 LW2553'STAMPED SPENCER 2 1932.  (NOTE 1A 7A)
 LW2553'
 LW2553'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LW2553'3 ABOUT 1 MILE EAST OF CROMPTON, GO SOUTH ON HIGHWAY 2 FOR 0.4
 LW2553'MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON THE
 LW2553'GRAVELED ROAD FOR 0.2 MILE TO A FRAME HOUSE ON THE LEFT AND THE
 LW2553'STATION IN THE PASTURE ON THE RIGHT AS DESCRIBED.
 LW2553'
 LW2553'REFERENCE MARK 1 IS SET IN THE PASTURE 73 FEET EAST OF THE ROCK
 LW2553'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SPENCER 2
 LW2553'NO 1 1932.  (NOTE 11A)
 LW2553'
 LW2553'REFERENCE MARK 1 TO 3 103.72 FEET.
 LW2553'
 LW2553'REFERENCE MARK 1 TO 4 85.38 FEET 26.025 METERS.
 LW2553'
 LW2553'REFERENCE MARK 2 IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 LW2553'IN A HAY FIELD.  IT IS 80 FEET WEST OF A NORTH-SOUTH ROCK FENCE
 LW2553'AND 120 FEET SOUTH OF AN EAST-WEST ROCK FENCE.  THE STANDARD DISK
 LW2553'IS STAMPED SPENCER 2 NO 2 1932.  (NOTE 12A)
 LW2553'
 LW2553'REFERENCE MARK 3 IS 13 FEET EAST OF THE TREE AND 3 FEET EAST OF
 LW2553'THE ROCK FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 LW2553'STAMPED SPENCER 2 NO 3 1932.  (NOTE 11A)
 LW2553'
 LW2553'REFERENCE MARK 4 IS SET IN THE PASTURE 3 FEET EAST OF THE ROCK
 LW2553'WALL.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 LW2553'SPENCER 2 NO 4 1932.  (NOTE 11A)
 LW2553'
 LW2553'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW2553
 LW2553                          STATION RECOVERY (1963)
 LW2553
 LW2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LW2553'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THE CHICKEN
 LW2553'HOUSE IS GONE.  R.M. 3 IS 2.2 FEET EAST OF THE STONE FENCE AND 15
 LW2553'FEET SOUTH OF THE MOST SOUTHERLY OF 3 LARGE ASH TREES THAT ARE
 LW2553'GROWING JUST WEST OF THE FENCE.  STATION MARK IS ABOUT 4 INCHES
 LW2553'BELOW THE GROUND.
 LW2553
 LW2553                          STATION RECOVERY (1964)
 LW2553
 LW2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 LW2553'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1958,
 LW2553'EXCEPT THE DISTANCE TO RM 2, WHICH WAS IN ERROR.
 LW2553'
 LW2553'STATION MARK IS ABOUT 4 INCHES BELOW THE SURFACE.
 LW2553'
 LW2553'REFERENCE MARK 1 IS SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH,
 LW2553'(NOTE 12A).
 LW2553'
 LW2553'RM 2 IS SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 2
 LW2553'FEET, (NOTE 12A), AND IS ON THE FAR SIDE OF THE 5-FOOT STONE WALL
 LW2553'SECOND WEST OF THE STATION.
 LW2553'
 LW2553'RM 3 IS IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH, (NOTE
 LW2553'11A).
 LW2553'
 LW2553'RM 4 IS IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH, (NOTE 11A).
 LW2553'
 LW2553'DESCRIPTION TO REACH THE STATION IS GOOD AS GIVEN IN THE 1958
 LW2553'RECOVERY NOTE.
 LW2553
 LW2553                          STATION RECOVERY (1968)
 LW2553
 LW2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2553'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LW2553'CONDITION.  THE DIRECTION TO ALL MARKS CHECKED WITH THE PREVIOUS
 LW2553'OBSERVATIONS.  THE DISTANCE TO REFERENCE MARKS CHECKED WITH THE
 LW2553'PREVIOUS MEASUREMENTS.
 LW2553'
 LW2553'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW2553'
 LW2553'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF APPONAUG,
 LW2553'1-1/4 MILES SOUTHEAST OF CROMPTON AND ON PROPERTY OWNED BY
 LW2553'MR. JESSE DAWLEY.
 LW2553'
 LW2553'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LW2553'3, ABOUT 3/4 MILE SOUTHEAST OF CROMPTON, GO SOUTH ON HIGHWAY 2
 LW2553'FOR 0.45 MILE TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO
 LW2553'EAST ON THE GRAVELED ROAD FOR 0.2 MILE TO THE END OF THE ROAD
 LW2553'AND A SMALL FRAME HOUSE.  TURN RIGHT AND GO SOUTH ON THE EAST
 LW2553'SIDE OF A ROCK FENCE FOR 0.05 MILE TO THE STATION IN AN OPEN
 LW2553'PASTURE AS DESCRIBED.
 LW2553'
 LW2553'STATION MARK, STAMPED SPENCER 2 1932 IS A STANDARD DISK SET IN A
 LW2553'SQUARE CONCRETE MONUMENT WHICH IS SET 2 INCHES BELOW THE
 LW2553'GROUND SURFACE.  IT IS 78 FEET SOUTH OF A 30-INCH TREE, 22.5 FEET
 LW2553'NORTHEAST OF A METAL WITNESS POST AND 19 FEET EAST OF A ROCK
 LW2553'FENCE.  (NOTE--1A 7A)
 LW2553'
 LW2553'RM 1, STAMPED SPENCER 2 NO 1 1932 IS A STANDARD DISK SET IN AN
 LW2553'OUTCROPPING OF BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 LW2553'IS 119 FEET SOUTHEAST OF THE 30-INCH TREE AND 72 FEET WEST OF
 LW2553'THE ROCK FENCE AND A METAL WITNESS POST.  (NOTE--12A)
 LW2553'
 LW2553'RM 2, STAMPED SPENCER 2 NO 2 1932 IS A STANDARD DISK SET IN AN
 LW2553'OUTCROPPING OF BEDROCK WHICH PROJECTS 15 INCHES.  IT IS 117 FEET
 LW2553'WEST OF A ROCK FENCE AND 2.5 FEET NORTH OF A METAL WITNESS
 LW2553'POST.  (NOTE--12A)
 LW2553'
 LW2553'RM 3, STAMPED SPENCER 2 NO 3 1932 IS A STANDARD DISK SET IN A
 LW2553'SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 72 FEET
 LW2553'NORTH OF A METAL WITNESS POST, 13 FEET SOUTH OF THE 30-INCH TREE
 LW2553'AND 2 FEET EAST OF THE ROCK FENCE.  (NOTE--11A)
 LW2553'
 LW2553'RM 4, STAMPED SPENCER 2 NO 4 1932 IS A STANDARD DISK SET IN A
 LW2553'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 LW2553'IS 53 FEET SOUTH OF A METAL WITNESS POST AND 2 FEET EAST OF THE
 LW2553'ROCK FENCE.  (NOTE--11A)
 LW2553'
 LW2553'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 LW2553'
 LW2553'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2553'1-1/4 MILES SOUTHEAST OF CROMPTON.
 LW2553
 LW2553                          STATION RECOVERY (1975)
 LW2553
 LW2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LW2553'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 (AZ),
 LW2553'REFERENCE MARK 3 AND REFERENCE MARK 4 WERE RECOVERED AS DESCRIBED
 LW2553'IN THE 1968 DESCRIPTION AND ALL MARKS WERE FOUND TO BE IN GOOD
 LW2553'CONDITION.  THE METROPOLITAN LIFE INSURANCE COMPANY HAS PURCHASED
 LW2553'THE PROPERTY FROM MR. DAWLEY AND ARE IN THE PROCESS OF
 LW2553'CONSTRUCTING OFFICE BUILDINGS AND A LARGE PARKING LOT IN THE
 LW2553'VICINITY OF STATION.  SPENCER 3 WAS ESTABLISHED 303.3 FEET
 LW2553'SOUTH AT THIS TIME.
 LW2553'
 LW2553'REFERENCE MARK 1 AND REFERENCE MARK 2 (AZ) WERE DESTROYED AFTER
 LW2553'THE 1975 OBSERVATIONS.  STATION MARK, REFERENCE MARK 3 AND
 LW2553'REFERENCE MARK 4 WERE LEFT AS IS.  IT IS A SLIM POSSIBILITY THAT
 LW2553'THEY MAY NOT BE DISTURBED DURING CONSTRUCTION AS THEY ARE RIGHT ON
 LW2553'THE EDGE OF THE PLANNED PARKING AREA.
 LW2553'
 LW2553'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2553'1-1/4 MILES SOUTHEAST OF CROMPTON.
 LW2553
 LW2553                          STATION RECOVERY (1984)
 LW2553
 LW2553'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW2553'THE STATION WAS RECOVERED AT THIS DATE.
 LW2553'A NEW DESCRIPTION FOLLOWS.
 LW2553'
 LW2553'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 LW2553'NORTH OF FRENCHTOWN,
 LW2553'4.3 KM (2.7 MI) NORTHWEST OF EAST GREENWICH,
 LW2553'3.7 KM (2.3 MI) SOUTHEAST OF ARCTIC ON THE SUMMIT OF SPENCER HILL,
 LW2553'AND JUST OUTSIDE OF THE SOUTHWEST SIDE OF A PARKING LOT FOR
 LW2553'THE METROPOLITAN LIFE INSURANCE COMPANY BUILDING.
 LW2553'OWNERSHIP--METROPOLITAN LIFE INSURANCE COMPANY.
 LW2553'
 LW2553'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 LW2553'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 4.2 KM (2.6 MI) WEST OF EAST
 LW2553'GREENWICH CENTER,  GO NORTH FOR 1.1 KM (0.7 MI) ON HIGHWAY 2 TO THE
 LW2553'FIRST ENTRANCE TO THE METROPOLITAN LIFE INSURANCE BUILDING ON THE
 LW2553'RIGHT.
 LW2553'TURN RIGHT AND GO EAST FOR 0.2 KM (0.1 MI) ON THE ENTRANCE ROAD TO
 LW2553'THE FIRST PARKING AREA ON THE LEFT.
 LW2553'TURN LEFT AND GO NORTH FOR 50 METERS (150 FT) ON THE PARKING LOTS
 LW2553'WEST SIDE TO THE STATION ON THE LEFT LOCATED WITHIN A NARROW STRIP
 LW2553'BETWEEN A ROCK FENCE AND THE WEST EDGE OF THE PAVED PARKING AREA.
 LW2553'
 LW2553'THE STATION IS A STANDARD C AND CG DISK
 LW2553'STAMPED---SPENCER 2 1932---,
 LW2553'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 LW2553'10 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 LW2553'23.6 METERS (77.5 FT) SOUTH FROM A 30 INCH DIAMETER HICKORY TREE,
 LW2553'22.8 METERS (74.8 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 LW2553'DROP INLET IN THE PARKING AREA,
 LW2553'6.8 METERS (22.6 FT) EAST FROM A METAL WITNESS POST,
 LW2553'6.65 METERS (21.8 FT) EAST-SOUTHEAST FROM A ROCK FENCE,
 LW2553'3.85 METERS (12.6 FT) WEST-NORTHWEST FROM THE CONCRETE CURB TO THE
 LW2553'BITUMINOUS PARKING AREA.
 LW2553'THE UNDERGROUND MARK IS A STANDARD C AND CG DISK
 LW2553'STAMPED---SPENCER 2 1932---,
 LW2553'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LW2553'
 LW2553'REFERENCE MARK NO. 3 IS A STANDARD C AND GS DISK
 LW2553'STAMPED---SPENCER 2 NO 3 1932---,
 LW2553'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 LW2553'10 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 LW2553'9.9 METERS (32.7 FT) WEST FROM THE SOUTHWEST CORNER OF A DROP INLET
 LW2553'AT THE CURB LINE OF THE PARKING AREA,
 LW2553'4.1 METERS (13.4 FT) SOUTH-SOUTHEAST FROM A 30 INCH DIAMETER
 LW2553'HICKORY TREE,
 LW2553'0.6 METERS (2.0 FT) EAST-SOUTHEAST FROM A ROCK FENCE.
 LW2553'MARK IS LEVEL WITH THE STATION.
 LW2553'
 LW2553'REFERENCE MARK NO. 4 IS A STANDARD C AND GS DISK
 LW2553'STAMPED---SPENCER 2 NO 4 1932---,
 LW2553'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 LW2553'10 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 LW2553'16.4 METERS (53.7 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST,
 LW2553'9.4 METERS (31.0 FT) WEST-SOUTHWEST FROM THE CONCRETE CURB OF THE
 LW2553'PARKING AREA,
 LW2553'0.6 METERS (2.0 FT) EAST-SOUTHEAST FROM A ROCK FENCE.
 LW2553'MARK IS .2 METERS ABOVE THE STATION.
 LW2553'
 LW2553'AZIMUTH OBJECT NO. 1 IS A CYLINDRICAL RED BRICK STACK FOR THE
 LW2553'COVENTRY NARROW FABRICS CO LOCATED IN THE VILLAGE OF ANTHONY, RI.
 LW2553'THE STACK IS NEXT TO A DISTINCTIVE RED BRICK ARCHED BELL TOWER
 LW2553'STRUCTURE ON TOP OF THE FACTORY BUILDING, AND IS APPROXIMATLY 100
 LW2553'FEET HIGH.
 LW2553'TO REACH THE AZIMUTH FROM THE PARKING LOT ENTRANCE,
 LW2553'GO NORTH FOR 2.2 KM (1.35 MI) ON HIGHWAY 2 TO THE EXIT RAMP FOR
 LW2553'HIGHWAY 117,
 LW2553'PROCEED RIGHT UP THE EXIT RAMP,AND
 LW2553'TURN LEFT AND GO WEST FOR 2.2 KM (1.35 MI) ON HIGHWAY 117,
 LW2553'TURN LEFT AND GO SOUTH FOR .15 KM (.1 MI) ON HIGHWAYS 117,
 LW2553'CONTINUE FOR 1.2 KM (0.7 MI) ON
 LW2553'HIGHWAYS 117 AND 33 TO THE FACTORY BUILDING AND STACK ON THE LEFT.
 LW2553
 LW2553                          STATION RECOVERY (1984)
 LW2553
 LW2553'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW2553'3.7 KM (2.3 MI) SE FROM ARCTIC.
 LW2553'3.7 KM (2.3 MI) SOUTHEAST OF ARCTIC, THE STATION IS LOCATED ON
 LW2553'SPENCER HILL ON THE GROUNDS OF THE METROPOLITAN LIFE INSURANCE
 LW2553'COMPLEX.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2
 LW2553'AND INTERSTATE HIGHWAY 95 GO NORTH FOR 1.1 KM (0.7 MI) ON HIGHWAY 2
 LW2553'TO THE FIRST ENTRANCE TO THE METROPOLITAN LIFE COMPLEX.  TURN RIGHT
 LW2553'AND GO EAST FOR 0.2 KM (0.1 MI) ON THE ENTRANCE ROAD TO THE FIRST
 LW2553'PARKING LOT ON THE LEFT.  TURN LEFT AND GO NORTH FOR 50 METERS (150
 LW2553'FT) ON THE PARKING LOTS TO THE STATION ON THE LEFT.  THE STATION IS
 LW2553'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON SIDE FLUSH
 LW2553'WITH GROUND.  LOCATED 23.6 METERS (77.5 FT) SOUTH FROM A 30 INCH
 LW2553'HICKORY TREE, 23.8 METERS (74.8 FT) SOUTH-SOUTHWEST FROM THE
 LW2553'SOUTHWEST CORNER OF A DROP INLET IN THE PARKING AREA, 6.8 METERS
 LW2553'(22.6 FT) EAST FROM A METAL WITNESS POST, 6.65 METERS (21.8 FT)
 LW2553'EAST-SOUTHEAST FROM A ROCK FENCE, 3.85 METERS (12.6 FT)
 LW2553'WEST-NORTHWEST FROM THE CONCRETE CURB FOR THE PARKING AREA.
 LW2553
 LW2553                          STATION RECOVERY (1985)
 LW2553
 LW2553'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW2553'THE STATION WAS RECOVERED AT THIS DATE.
 LW2553'
 LW2553'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2553
 LW2553                          STATION RECOVERY (1988)
 LW2553
 LW2553'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW2553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5138 ***********************************************************************
 LW5138  DESIGNATION -  SPENCER 2 RM 3
 LW5138  PID         -  LW5138
 LW5138  STATE/COUNTY-  RI/KENT
 LW5138  USGS QUAD   -  EAST GREENWICH (1975)
 LW5138
 LW5138                         *CURRENT SURVEY CONTROL
 LW5138  ___________________________________________________________________
 LW5138* NAD 83(1996)-  41 40 39.51907(N)    071 29 48.30418(W)     ADJUSTED  
 LW5138* NAVD 88     -       105.878  (meters)     347.37   (feet)  ADJUSTED  
 LW5138  ___________________________________________________________________
 LW5138  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 LW5138  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW5138  DYNAMIC HT  -         105.842 (meters)     347.25  (feet)  COMP
 LW5138  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 LW5138
 LW5138  HORZ ORDER  -  SECOND
 LW5138  VERT ORDER  -  SECOND    CLASS II
 LW5138
 LW5138.The horizontal coordinates were established by classical geodetic methods
 LW5138.and adjusted by the National Geodetic Survey in August 1998..
 LW5138
 LW5138.The orthometric height was determined by differential leveling
 LW5138.and adjusted by the National Geodetic Survey in April 1995..
 LW5138
 LW5138.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5138
 LW5138.The geoid height was determined by GEOID03.
 LW5138
 LW5138.The dynamic height is computed by dividing the NAVD 88
 LW5138.geopotential number by the normal gravity value computed on the
 LW5138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5138.degrees latitude (g = 980.6199 gals.).
 LW5138
 LW5138.The modeled gravity was interpolated from observed gravity values.
 LW5138
 LW5138;                    North         East     Units Scale Factor Converg.
 LW5138;SPC RI       -    66,004.511   100,270.521   MT  0.99999375   +0 00 07.8
 LW5138;SPC RI       -   216,549.80    328,970.87   sFT  0.99999375   +0 00 07.8
 LW5138;UTM  19      - 4,616,998.364   292,176.970   MT  1.00013152   -1 39 38.8
 LW5138
 LW5138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5138!SPC RI       -   0.99998809  x   0.99999375  =   0.99998184
 LW5138!UTM  19      -   0.99998809  x   1.00013152  =   1.00011961
 LW5138
 LW5138                          SUPERSEDED SURVEY CONTROL
 LW5138
 LW5138  NAD 83(1996)-  41 40 39.51841(N)    071 29 48.30377(W) AD(       ) 2
 LW5138  NAD 83(1992)-  41 40 39.51766(N)    071 29 48.30338(W) AD(       ) 2
 LW5138  NAD 83(1992)-  41 40 39.51718(N)    071 29 48.30340(W) AD(       ) 2
 LW5138  NAD 83(1986)-  41 40 39.51737(N)    071 29 48.30284(W) AD(       ) 2
 LW5138  NGVD 29 (12/24/91)  106.10   (m)          348.1    (f) LEVELING    3  
 LW5138
 LW5138.Superseded values are not recommended for survey control.
 LW5138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5138.See file dsdata.txt to determine how the superseded data were derived.
 LW5138
 LW5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9217716998(NAD 83)
 LW5138_MARKER: DR = REFERENCE MARK DISK
 LW5138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5138_SP_SET: CONCRETE POST
 LW5138_STAMPING: SPENCER 2 NO 3 1932
 LW5138_MARK LOGO: CGS   
 LW5138_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5138+STABILITY: SURFACE MOTION
 LW5138
 LW5138  HISTORY     - Date     Condition        Report By
 LW5138  HISTORY     - 1932     MONUMENTED       CGS
 LW5138  HISTORY     - 1984     GOOD             RIGS
 LW5138  HISTORY     - 1985     GOOD             RIGS
 LW5138  HISTORY     - 19880701 GOOD             RIGS
 LW5138
 LW5138                          STATION DESCRIPTION
 LW5138
 LW5138'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5138'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 LW5138'NORTH OF FRENCHTOWN,
 LW5138'4.3 KM (2.7 MI) NORTHWEST OF EAST GREENWICH,
 LW5138'3.7 KM (2.3 MI) SOUTHEAST OF ARCTIC ON THE SUMMIT OF SPENCER HILL,
 LW5138'AND JUST OUTSIDE OF THE SOUTHWEST SIDE OF A PARKING LOT FOR THE
 LW5138'METROPOLITAN LIFE INSURANCE COMPANY.
 LW5138'OWNERSHIP--METROPOLITAN LIFE INSURANCE COMPANY.
 LW5138'
 LW5138'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 LW5138'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 4.2 KM (2.6 MI) WEST OF EAST
 LW5138'GREENWICH CENTER, GO NORTH FOR 1.1 KM (0.7 MI) ON HIGHWAY 2 TO THE
 LW5138'FIRST ENTRANCE TO THE METROPOLITAN LIFE INSURANCE BUILDING ON THE
 LW5138'RIGHT.
 LW5138'TURN RIGHT AND GO EAST FOR 0.2 KM (0.1 MI) ON THE ENTRANCE ROAD TO
 LW5138'THE FIRST PARKING AREA ON THE LEFT.
 LW5138'TURN LEFT AND GO NORTH FOR 50 METERS (150 FT) ON THE PARKING LOTS
 LW5138'WEST SIDE TO THE STATION ON THE LEFT LOCATED WITHIN A NARROW STRIP
 LW5138'OF GRASS BETWEEN THE PARKING LOT AND A STONE FENCE.
 LW5138'
 LW5138'THE STATION IS A STANDARD CGS RM DISK
 LW5138'STAMPED---SPENCER 2 NO 3 1932---,
 LW5138'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 LW5138'10 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 LW5138'38.4 METERS (126.0 FT) NORTH FROM THE SPENCER 2 NO 4 RM DISK,
 LW5138'19.6 METERS (64.2 FT) NORTH FROM THE SPENCER 2 1932 DISK,
 LW5138'4.1 METERS (13.4 FT) SOUTH-SOUTHEAST FROM A 30 INCH HICKORY TREE,
 LW5138'0.6 METERS (2.0 FT) EAST-SOUTHEAST FROM A ROCK FENCE.
 LW5138
 LW5138                          STATION RECOVERY (1985)
 LW5138
 LW5138'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5138'THE STATION WAS RECOVERED AT THIS DATE.
 LW5138'
 LW5138'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5138
 LW5138                          STATION RECOVERY (1988)
 LW5138
 LW5138'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5138'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) NORTH OF FRENCHTOWN, 4.3
 LW5138'KM (2.7 MI) NORTHWEST OF EAST GREENWICH, 3.7 KM (2.3 MI) SOUTHEAST OF
 LW5138'ARCTIC ON THE SUMMIT OF SPENCER HILL, AND JUST OUTSIDE OF THE
 LW5138'SOUTHWEST SIDE OF A PARKING LOT FOR THE METROPOLITAN LIFE INSURANCE
 LW5138'COMPANY BUILDING.  OWNERSHIP--METROPOLITAN LIFE INSURANCE COMPANY.
 LW5138'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 LW5138'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 4.2 KM (2.6 MI) WEST OF EAST
 LW5138'GREENWICH CENTER, GO NORTH FOR 1.1 KM (0.7 MI) ON HIGHWAY 2 TO THE
 LW5138'FIRST ENTRANCE TO THE METROPOLITAN LIFE INSURANCE BUILDING ON THE
 LW5138'RIGHT.  TURN RIGHT AND GO EAST FOR 0.2 KM (0.1 MI) ON THE ENTRANCE
 LW5138'ROAD TO THE FIRST PARKING AREA ON THE LEFT.  TURN LEFT AND GO NORTH
 LW5138'FOR 50 METERS (150 FT) ON THE PARKING LOTS WEST SIDE TO THE STATION
 LW5138'ON THE LEFT LOCATED WITHIN A NARROW STRIP BETWEEN A ROCK FENCE AND
 LW5138'THE WEST EDGE OF THE PAVED PARKING AREA.  REFERENCE MARK NO. 3 IS A
 LW5138'STANDARD C AND GS DISK STAMPED---SPENCER 2 NO 3 1932---, SET INTO THE
 LW5138'TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON SIDE FLUSH WITH GROUND.
 LW5138'LOCATED 9.9 METERS (32.7 FT) WEST FROM THE SOUTHWEST CORNER OF A DROP
 LW5138'INLET AT THE CURB LINE OF THE PARKING AREA, 4.1 METERS (13.4 FT)
 LW5138'SOUTH-SOUTHEAST FROM A 30 INCH DIAMETER HICKORY TREE, 0.6 METERS (2.0
 LW5138'FT) EAST-SOUTHEAST FROM A ROCK FENCE.  MARK IS LEVEL WITH THE
 LW5138'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5177 ***********************************************************************
 LW5177  DESIGNATION -  SPENCER 2 RM 4
 LW5177  PID         -  LW5177
 LW5177  STATE/COUNTY-  RI/KENT
 LW5177  USGS QUAD   -  EAST GREENWICH (1975)
 LW5177
 LW5177                         *CURRENT SURVEY CONTROL
 LW5177  ___________________________________________________________________
 LW5177* NAD 83(1986)-  41 40 38.     (N)    071 29 48.     (W)     SCALED    
 LW5177* NAVD 88     -       106.083  (meters)     348.04   (feet)  ADJUSTED  
 LW5177  ___________________________________________________________________
 LW5177  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW5177  DYNAMIC HT  -         106.047 (meters)     347.92  (feet)  COMP
 LW5177  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 LW5177
 LW5177  VERT ORDER  -  SECOND    CLASS II
 LW5177
 LW5177.The horizontal coordinates were scaled from a topographic map and have
 LW5177.an estimated accuracy of +/- 6 seconds.
 LW5177
 LW5177.The orthometric height was determined by differential leveling
 LW5177.and adjusted by the National Geodetic Survey in June 1991..
 LW5177
 LW5177.The geoid height was determined by GEOID03.
 LW5177
 LW5177.The dynamic height is computed by dividing the NAVD 88
 LW5177.geopotential number by the normal gravity value computed on the
 LW5177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5177.degrees latitude (g = 980.6199 gals.).
 LW5177
 LW5177.The modeled gravity was interpolated from observed gravity values.
 LW5177
 LW5177;                    North         East    Units  Estimated Accuracy
 LW5177;SPC RI       -    65,960.      100,280.      MT  (+/- 180 meters Scaled)
 LW5177
 LW5177                          SUPERSEDED SURVEY CONTROL
 LW5177
 LW5177.No superseded survey control is available for this station.
 LW5177
 LW5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG921169(NAD 83)
 LW5177_MARKER: DR = REFERENCE MARK DISK
 LW5177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5177_SP_SET: CONCRETE POST
 LW5177_STAMPING: SPENCER 2 NO 4 1932
 LW5177_MARK LOGO: CGS   
 LW5177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5177+STABILITY: SURFACE MOTION
 LW5177
 LW5177  HISTORY     - Date     Condition        Report By
 LW5177  HISTORY     - 1932     MONUMENTED       CGS
 LW5177  HISTORY     - 1984     GOOD             RIGS
 LW5177
 LW5177                          STATION DESCRIPTION
 LW5177
 LW5177'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5177'3.7 KM (2.3 MI) SE FROM ARCTIC.
 LW5177'3.7 KM (2.3 MI) SOUTHEAST OF ARCTIC, THE STATION IS LOCATED ON THE
 LW5177'SUMMIT OF SPENCER HILL ON THE GROUNDS OF THE METROPOLITAN LIFE
 LW5177'INSURANCE COMPANY COMPLEX.  TO REACH THE STATION FROM THE JUNCTION OF
 LW5177'STATE HIGHWAY 2 AND INTERSTATE HIGHWAY 95 GO NORTH FOR 1.1 KM (0.7
 LW5177'MI) ON HIGHWAY 2 TO THE FIRST ENTRANCE TO THE METROPOLITAN LIFE
 LW5177'COMPLEX.  TURN RIGHT AND GO EAST FOR 0.2 KM (0.1 MI) ON THE ENTRANCE
 LW5177'ROAD TO THE FIRST PARKING LOT ON THE LEFT.  TURN LEFT AND GO NORTH
 LW5177'FOR 40 METERS (125 FT) ON THE PARKING LOTS THE STATION ON THE LEFT.
 LW5177'THE STATION IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 CM
 LW5177'ON SIDE FLUSH WITH GROUND.  LOCATED 16.4 METERS (53.7 FT)
 LW5177'SOUTH-SOUTHWEST FROM A METAL WITNESS POST, 9.4 METERS (31.0 FT)
 LW5177'WEST-SOUTHWEST FROM THE CONCRETE CURB OF THE PARKING AREA, 0.6 METERS
 LW5177'(2.0 FT) EAST-SOUTHEAST FROM A ROCK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2586 ***********************************************************************
 LW2586  DESIGNATION -  SPENCER 3
 LW2586  PID         -  LW2586
 LW2586  STATE/COUNTY-  RI/KENT
 LW2586  USGS QUAD   -  EAST GREENWICH (1975)
 LW2586
 LW2586                         *CURRENT SURVEY CONTROL
 LW2586  ___________________________________________________________________
 LW2586* NAD 83(1996)-  41 40 35.90355(N)    071 29 48.19869(W)     ADJUSTED  
 LW2586* NAVD 88     -       105.317  (meters)     345.53   (feet)  ADJUSTED  
 LW2586  ___________________________________________________________________
 LW2586  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 LW2586  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW2586  DYNAMIC HT  -         105.281 (meters)     345.41  (feet)  COMP
 LW2586  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 LW2586
 LW2586  HORZ ORDER  -  SECOND
 LW2586  VERT ORDER  -  SECOND    CLASS II
 LW2586
 LW2586.The horizontal coordinates were established by classical geodetic methods
 LW2586.and adjusted by the National Geodetic Survey in August 1998..
 LW2586.No horizontal observational check was made to the station.
 LW2586
 LW2586.The orthometric height was determined by differential leveling
 LW2586.and adjusted by the National Geodetic Survey in June 1991..
 LW2586
 LW2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2586
 LW2586.The geoid height was determined by GEOID03.
 LW2586
 LW2586.The dynamic height is computed by dividing the NAVD 88
 LW2586.geopotential number by the normal gravity value computed on the
 LW2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW2586.degrees latitude (g = 980.6199 gals.).
 LW2586
 LW2586.The modeled gravity was interpolated from observed gravity values.
 LW2586
 LW2586;                    North         East     Units Scale Factor Converg.
 LW2586;SPC RI       -    65,892.966   100,272.966   MT  0.99999375   +0 00 07.8
 LW2586;SPC RI       -   216,183.84    328,978.89   sFT  0.99999375   +0 00 07.8
 LW2586;UTM  19      - 4,616,886.779   292,176.176   MT  1.00013153   -1 39 38.6
 LW2586
 LW2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2586!SPC RI       -   0.99998818  x   0.99999375  =   0.99998193
 LW2586!UTM  19      -   0.99998818  x   1.00013153  =   1.00011971
 LW2586
 LW2586|---------------------------------------------------------------------|
 LW2586| PID    Reference Object                     Distance      Geod. Az  |
 LW2586|                                                           dddmmss.s |
 LW2586| LW2553 SPENCER 2                            92.443 METERS 00106     |
 LW2586| CB8555 SPENCER 3 RM 5                       12.593 METERS 08521     |
 LW2586| CB8556 SPENCER 3 RM 6                       27.379 METERS 27132     |
 LW2586| LW2587 SPENCER 2 RM 2 AZIMUTH              154.690 METERS 29428     |
 LW2586| LW2585 SPENCER 3 RM 7 AZIMUTH              241.576 METERS 30842     |
 LW2586|---------------------------------------------------------------------|
 LW2586
 LW2586                          SUPERSEDED SURVEY CONTROL
 LW2586
 LW2586  NAD 83(1996)-  41 40 35.90289(N)    071 29 48.19828(W) AD(       ) 2
 LW2586  NAD 83(1992)-  41 40 35.90213(N)    071 29 48.19789(W) AD(       ) 2
 LW2586  NAD 83(1992)-  41 40 35.90166(N)    071 29 48.19791(W) AD(       ) 2
 LW2586  NAD 83(1986)-  41 40 35.90184(N)    071 29 48.19742(W) AD(       ) 2
 LW2586  NAD 27      -  41 40 35.53868(N)    071 29 49.98221(W) AD(       ) 2
 LW2586  NGVD 29 (07/19/86)  105.5    (m)          346.     (f) VERT ANG       
 LW2586
 LW2586.Superseded values are not recommended for survey control.
 LW2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2586.See file dsdata.txt to determine how the superseded data were derived.
 LW2586
 LW2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9217616887(NAD 83)
 LW2586_MARKER: DS = TRIANGULATION STATION DISK
 LW2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2586_SP_SET: CONCRETE POST
 LW2586_STAMPING: SPENCER 3 1975
 LW2586_MARK LOGO: NGS   
 LW2586_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2586+STABILITY: SURFACE MOTION
 LW2586
 LW2586  HISTORY     - Date     Condition        Report By
 LW2586  HISTORY     - 1975     MONUMENTED       NGS
 LW2586  HISTORY     - 1984     GOOD             RIGS
 LW2586  HISTORY     - 1985     GOOD             RIGS
 LW2586
 LW2586                          STATION DESCRIPTION
 LW2586
 LW2586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LW2586'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF APPONAUG, ABOUT 1-1/2
 LW2586'MILES NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE
 LW2586'HIGHWAY 2, ABOUT 1-1/4 MILES SOUTHEAST OF CROMPTON, IS JUST SOUTH
 LW2586'OF THE NEW METROPOLITAN BUILDINGS NOW UNDER CONSTRUCTION AND IS ON
 LW2586'THE PROPERTY OF MR. JESSE DAWLEY.
 LW2586'
 LW2586'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 3
 LW2586'ABOUT 3/4 MILE SOUTHEAST OF CROMPTON, GO SOUTH ON STATE HIGHWAY 3
 LW2586'FOR 0.45 MILE TO A SIDE ROAD LEFT, TURN LEFT, GO EAST FOR 0.2 MILE,
 LW2586'TURN RIGHT, GO SOUTH ALONG EAST SIDE OF ROCK FENCE FOR 0.15 MILE TO
 LW2586'THE STATION ON THE SOUTH SIDE OF A ROCK FENCE IN WOODED AREA.
 LW2586'NOTE--THIS TO REACH WILL BE INADEQUATE WHEN CONSTRUCTION OF
 LW2586'BUILDINGS ARE COMPLETED.
 LW2586'
 LW2586'STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 LW2586'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND THE
 LW2586'DISK IS STAMPED SPENCER 3 1975.  IT IS 127 FEET WEST-SOUTHWEST OF A
 LW2586'GATE IN THE ROCK FENCE, 48 FEET SOUTHEAST OF ROCK FENCE CORNER, 16
 LW2586'FEET SOUTH OF THE ROCK FENCE AND 1.8 FEET NORTH OF WITNESS POST.
 LW2586'
 LW2586'REFERENCE MARK 5 IS A STANDARD DISK SET IN TOP OF OUTCROPPING ROCK
 LW2586'PROJECTING ABOUT 1 FOOT AND THE DISK IS STAMPED SPENCER NO 5 1975.
 LW2586'IT IS 86 FEET SOUTHWEST OF CENTER OF A GATE IN THE ROCK FENCE, 42.1
 LW2586'FEET EAST OF WITNESS POST AND 13 FEET SOUTH OF ROCK FENCE.
 LW2586'
 LW2586'REFERENCE MARK 6 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LW2586'OUTCROPPING ROAK 3 FEET BY 5 FEET PROJECTING ABOUT 8 INCHES ABOVE
 LW2586'GROUND AND THE DISK IS STAMPED SPENCER 3 NO 6 1975.  IT IS 90.3
 LW2586'FEET WEST OF WITNESS POST, 45 FEET SOUTHWEST OF CORNER OF ROCK
 LW2586'FENCE AND 13 FEET SOUTH OF ROCK FENCE.
 LW2586'
 LW2586'REFERENCE MARK 7 (AZ) IS A STANDARD DISK SET IN TOP OF A 12 INCH
 LW2586'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND THE DISK IS
 LW2586'STAMPED SPENCER 3 NO 7 (AZ) 1975.  IT IS 178 FEET SOUTH OF ROCK
 LW2586'FENCE CORNER, 68 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF HOUSE,
 LW2586'48 FEET SOUTH OF THE SOUTHEND OF A ROCK FENCE, 1.8 FEET EAST OF
 LW2586'WIRE FENCE AND 1.6 FEET NORTH OF WITNESS POST.
 LW2586
 LW2586                          STATION RECOVERY (1984)
 LW2586
 LW2586'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW2586'3.7 KM (2.3 MI) SE FROM ARCTIC.
 LW2586'THE STATION IS LOCATED ABOUT 3.5 KM (2.3 MI) SOUTHEAST OF ARCTIC , ON
 LW2586'THE SUMMIT OF SPENCER HILL, AND SOUTH OF THE PARKING AREA FOR THE
 LW2586'METROPOLITAN LIFE INSURANCE CO. TO REACH THE STATION FROM THE
 LW2586'JUNCTION OF STATE HIGHWAY 2 AND INTERSTATE HIGHWAY 95 GO NORTH FOR
 LW2586'1.1 KM (0.7 MI) ON HIGHWAY 2 TO THE FIRST ENTRANCE TO THE
 LW2586'METROPOLITAN LIFE INSURANCE COMPLEX.  TURN RIGHT AND GO EAST FOR .16
 LW2586'KM (.1 MI) ON THE ENTRANCE ROAD TO THE PARKING AREA ON THE LEFT, AND
 LW2586'THE STATION ON THE RIGHT.  THE STATION IS SET INTO THE TOP OF A
 LW2586'SQUARE CONCRETE MONUMENT 10 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.
 LW2586'LOCATED 22.5 METERS (74.0 FT) SOUTH FROM THE SOUTH END OF A
 LW2586'NORTH-SOUTH FENCE, 9.3 METERS (30.5 FT) SOUTH-SOUTHWEST FROM THE
 LW2586'CONCRETE CURB SOUTHWEST OF THE PARKING AREA, 5.3 METERS (17.4 FT)
 LW2586'SOUTH-SOUTHWEST FROM A ROCK FENCE, 0.6 METERS (1.8 FT) NORTH FROM A
 LW2586'METAL WITNESS POST.
 LW2586
 LW2586                          STATION RECOVERY (1985)
 LW2586
 LW2586'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW2586'THE STATION WAS RECOVERED AT THIS DATE.
 LW2586'A NEW DESCRIPTION FOLLOWS.
 LW2586'
 LW2586'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 LW2586'NORTH OF FRENCHTOWN,
 LW2586'4.3 KM (2.7 MI) NORTHWEST OF EAST GREENWICH,
 LW2586'3.7 KM (2.3 MI) SOUTHEAST OF ARCTIC, ON THE SUMMIT OF SPENCER
 LW2586'HILL, AND SOUTH OF A ROCK FENCE THAT FORMS THE SOUTHERN BOUNDRY OF
 LW2586'THE PARKING AREA FOR THE METROPOLITAN LIFE INSURANCE CO BUILDING.
 LW2586'
 LW2586'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 LW2586'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 4.2 KM (2.6 MI) WEST OF EAST
 LW2586'GREENWICH CENTER, GO NORTH FOR 1.1 KM (0.7 MI) ON HIGHWAY 2 TO THE
 LW2586'FIRST ENTRANCE TO THE METROPOLITAN LIFE INSURANCE BUILDING ON THE
 LW2586'RIGHT.
 LW2586'TURN RIGHT AND GO EAST FOR 0.16 KM (0.1 MI) ON THE ENTRANCE ROAD TO
 LW2586'THE PARKING AREA ON THE LEFT, AND THE STATION ON THE RIGHT.
 LW2586'
 LW2586'THE STATION IS A STANDARD NGS DISK
 LW2586'STAMPED---SPENCER 3 1975---,
 LW2586'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 LW2586'10 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 LW2586'22.5 METERS (74.0 FT) SOUTH FROM THE SOUTH END OF A NORTH-SOUTH
 LW2586'ROCK FENCE,
 LW2586'9.3 METERS (30.5 FT) SOUTH-SOUTHWEST FROM THE CONCRETE CURB FACE
 LW2586'SOUTHWEST OF THE PARKING AREA,
 LW2586'5.3 METERS (17.4 FT) SOUTH-SOUTHWEST FROM A ROCK FENCE,
 LW2586'0.6 METERS (1.8 FT) NORTH FROM A METAL WITNESS POST.
 LW2586'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LW2586'STAMPED---SPENCER 3 1975---,
 LW2586'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 LW2586'
 LW2586'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK
 LW2586'STAMPED---SPENCER 3 NO 5 1975---,
 LW2586'SET INTO A ROCK OUTCROP OF 0.6 METER (2.0 FT) MAXIMUM DIAMETER.
 LW2586'LOCATED
 LW2586'12.5 METERS (41.0 FT) WEST-NORTHWEST FROM A METAL WITNESS POST,
 LW2586'8.5 METERS (28.0 FT) SOUTH-SOUTHWEST FROM THE CONCRETE CURB SOUTH
 LW2586'OF THE PARKING AREA,
 LW2586'4.5 METERS (14.8 FT) SOUTH-SOUTHWEST FROM A ROCK FENCE.
 LW2586'MARK IS LEVEL WITH THE STATION.
 LW2586'
 LW2586'REFERENCE MARK NO. 6 IS A STANDARD NGS DISK
 LW2586'STAMPED---SPENCER 3 NO 6 1975---,
 LW2586'SET INTO PARTIALLY EXPOSED BOULDER OF 2 METER LARGEST DIAMETER.
 LW2586'LOCATED
 LW2586'27.7 METERS (91.0 FT) SOUTHWEST FROM THE END OF A NORTH-SOUTH
 LW2586'RUNNING ROCK FENCE,
 LW2586'8.2 METERS (27.0 FT) SOUTH-SOUTHWEST FROM THE CONCRETE CURB FACE ON
 LW2586'THE SOUTH SIDE OF THE PARKING AREA,
 LW2586'4.2 METERS (13.7 FT) SOUTH-SOUTHWEST FROM A ROCK FENCE.
 LW2586'MARK IS LEVEL WITH THE STATION.
 LW2586'
 LW2586'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 LW2586'STAMPED---SPENCER 3 NO 7 (AZ) 1975---,
 LW2586'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 LW2586'10 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 LW2586'54.3 METERS (178.0 FT) SOUTH FROM THE CORNER OF THE FIRST ROCK
 LW2586'FENCE TO THE RIGHT OF THE NORTH ENTRANCE ROAD,
 LW2586'14.6 METERS (48.0 FT) SOUTH FROM THE SOUTH END OF A ROCK FENCE,
 LW2586'0.5 METERS (1.6 FT) NORTH FROM A METAL WITNESS POST.
 LW2586'TO REACH THE AZIMUTH FROM THE STATION,
 LW2586'GO NORTH FOR .16 KM (.1 MI) ON HIGHWAY 2 TO THE SECOND ENTRANCE
 LW2586'ROAD TO THE METROPOLITAN COMPLEX ON THE RIGHT,
 LW2586'TURN RIGHT AND GO EAST FOR 100 METERS (30 FT) ON THE ENTRANCE ROAD
 LW2586'TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2585 ***********************************************************************
 LW2585  DESIGNATION -  SPENCER 3 RM 7 AZIMUTH
 LW2585  PID         -  LW2585
 LW2585  STATE/COUNTY-  RI/KENT
 LW2585  USGS QUAD   -  EAST GREENWICH (1975)
 LW2585
 LW2585                         *CURRENT SURVEY CONTROL
 LW2585  ___________________________________________________________________
 LW2585* NAD 83(1996)-  41 40 40.79930(N)    071 29 56.34972(W)     ADJUSTED  
 LW2585* NAVD 88     -        97.8    (meters)     321.     (feet)  VERTCON   
 LW2585  ___________________________________________________________________
 LW2585  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LW2585  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW2585
 LW2585  HORZ ORDER  -  THIRD
 LW2585
 LW2585.The horizontal coordinates were established by classical geodetic methods
 LW2585.and adjusted by the National Geodetic Survey in August 1998..
 LW2585.No horizontal observational check was made to the station.
 LW2585
 LW2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2585
 LW2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2585
 LW2585.The geoid height was determined by GEOID03.
 LW2585
 LW2585;                    North         East     Units Scale Factor Converg.
 LW2585;SPC RI       -    66,044.004   100,084.430   MT  0.99999375   +0 00 02.4
 LW2585;SPC RI       -   216,679.37    328,360.33   sFT  0.99999375   +0 00 02.4
 LW2585;UTM  19      - 4,617,043.246   291,992.077   MT  1.00013247   -1 39 44.2
 LW2585
 LW2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2585!SPC RI       -   0.99998935  x   0.99999375  =   0.99998310
 LW2585!UTM  19      -   0.99998935  x   1.00013247  =   1.00012182
 LW2585
 LW2585|---------------------------------------------------------------------|
 LW2585| PID    Reference Object                     Distance      Geod. Az  |
 LW2585|                                                           dddmmss.s |
 LW2585| LW2553 SPENCER 2                           199.124 METERS 10707     |
 LW2585| LW2586 SPENCER 3                           241.576 METERS 12842     |
 LW2585| LW2587 SPENCER 2 RM 2 AZIMUTH               99.228 METERS 15115     |
 LW2585|---------------------------------------------------------------------|
 LW2585
 LW2585                          SUPERSEDED SURVEY CONTROL
 LW2585
 LW2585  NAD 83(1996)-  41 40 40.79864(N)    071 29 56.34931(W) AD(       ) 3
 LW2585  NAD 83(1992)-  41 40 40.79789(N)    071 29 56.34892(W) AD(       ) 3
 LW2585  NAD 83(1992)-  41 40 40.79741(N)    071 29 56.34894(W) AD(       ) 3
 LW2585  NAD 83(1986)-  41 40 40.79762(N)    071 29 56.34843(W) AD(       ) 3
 LW2585  NAD 27      -  41 40 40.43437(N)    071 29 58.13307(W) AD(       ) 3
 LW2585  NGVD 29 (07/19/86)   98.1    (m)          322.     (f) VERT ANG       
 LW2585
 LW2585.Superseded values are not recommended for survey control.
 LW2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2585.See file dsdata.txt to determine how the superseded data were derived.
 LW2585
 LW2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9199217043(NAD 83)
 LW2585_MARKER: DR = REFERENCE MARK DISK
 LW2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2585+STABILITY: SURFACE MOTION
 LW2585
 LW2585  HISTORY     - Date     Condition        Report By
 LW2585  HISTORY     - 1975     MONUMENTED       NGS
 LW2585
 LW2585                          STATION DESCRIPTION
 LW2585
 LW2585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LW2585'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF APPONAUG, ABOUT 1-1/2
 LW2585'MILES NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE
 LW2585'HIGHWAY 2, ABOUT 1-1/4 MILES SOUTHEAST OF CROMPTON, IS JUST SOUTH
 LW2585'OF THE NEW METROPOLITAN BUILDINGS NOW UNDER CONSTRUCTION AND IS ON
 LW2585'THE PROPERTY OF MR. JESSE DAWLEY.
 LW2585'
 LW2585'REFERENCE MARK 7 (AZ) IS A STANDARD DISK SET IN TOP OF A 12 INCH
 LW2585'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND THE DISK IS
 LW2585'STAMPED SPENCER 3 NO 7 (AZ) 1975.  IT IS 178 FEET SOUTH OF ROCK
 LW2585'FENCE CORNER, 68 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF HOUSE,
 LW2585'48 FEET SOUTH OF THE SOUTHEND OF A ROCK FENCE, 1.8 FEET EAST OF
 LW2585'WIRE FENCE AND 1.6 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2535 ***********************************************************************
 LW2535  DESIGNATION -  SPINDLE ROCK BEACON
 LW2535  PID         -  LW2535
 LW2535  STATE/COUNTY-  RI/KENT
 LW2535  USGS QUAD   -  EAST GREENWICH (1975)
 LW2535
 LW2535                         *CURRENT SURVEY CONTROL
 LW2535  ___________________________________________________________________
 LW2535* NAD 83(1996)-  41 39 24.86936(N)    071 23 34.45854(W)     ADJUSTED  
 LW2535* NAVD 88     -                                                        
 LW2535  ___________________________________________________________________
 LW2535  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW2535  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW2535
 LW2535  HORZ ORDER  -  THIRD
 LW2535
 LW2535.The horizontal coordinates were established by classical geodetic methods
 LW2535.and adjusted by the National Geodetic Survey in August 1998..
 LW2535
 LW2535
 LW2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2535
 LW2535.The geoid height was determined by GEOID03.
 LW2535
 LW2535;                    North         East     Units Scale Factor Converg.
 LW2535;SPC RI       -    63,706.977   108,920.337   MT  0.99999473   +0 04 16.3
 LW2535;SPC RI       -   209,011.97    357,349.47   sFT  0.99999473   +0 04 16.3
 LW2535;UTM  19      - 4,614,450.543   300,757.479   MT  1.00008854   -1 35 27.6
 LW2535
 LW2535                          SUPERSEDED SURVEY CONTROL
 LW2535
 LW2535  NAD 83(1996)-  41 39 24.86897(N)    071 23 34.45841(W) AD(       ) 4
 LW2535  NAD 83(1992)-  41 39 24.86777(N)    071 23 34.45760(W) AD(       ) 4
 LW2535  NAD 83(1992)-  41 39 24.86726(N)    071 23 34.45761(W) AD(       ) 4
 LW2535  NAD 83(1986)-  41 39 24.86759(N)    071 23 34.45679(W) AD(       ) 4
 LW2535  NAD 27      -  41 39 24.49400(N)    071 23 36.27900(W) AD(       ) 3
 LW2535
 LW2535.Superseded values are not recommended for survey control.
 LW2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2535.See file dsdata.txt to determine how the superseded data were derived.
 LW2535
 LW2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0075714451(NAD 83)
 LW2535
 LW2535  HISTORY     - Date     Condition        Report By
 LW2535  HISTORY     - UNK      MONUMENTED
 LW2535  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2535
 LW2535                          STATION DESCRIPTION
 LW2535
 LW2535'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2535'STATION DESTROYED.  THERE IS NO EXISTING STRUCTURE IN THE
 LW2535'VICINITY OF THE LOCATION OF THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3129 ***********************************************************************
 LW3129  DESIGNATION -  SPRINGHOUSE CUPOLA
 LW3129  PID         -  LW3129
 LW3129  STATE/COUNTY-  RI/WASHINGTON
 LW3129  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3129
 LW3129                         *CURRENT SURVEY CONTROL
 LW3129  ___________________________________________________________________
 LW3129* NAD 83(1996)-  41 10 04.74320(N)    071 33 17.53212(W)     ADJUSTED  
 LW3129* NAVD 88     -                                                        
 LW3129  ___________________________________________________________________
 LW3129  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 LW3129  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LW3129
 LW3129  HORZ ORDER  -  THIRD
 LW3129
 LW3129.The horizontal coordinates were established by classical geodetic methods
 LW3129.and adjusted by the National Geodetic Survey in August 1998..
 LW3129
 LW3129
 LW3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3129
 LW3129.The geoid height was determined by GEOID03.
 LW3129
 LW3129;                    North         East     Units Scale Factor Converg.
 LW3129;SPC RI       -     9,402.410    95,395.269   MT  0.99999401   -0 02 10.0
 LW3129;SPC RI       -    30,847.74    312,975.98   sFT  0.99999401   -0 02 10.0
 LW3129;UTM  19      - 4,560,551.914   285,668.368   MT  1.00016541   -1 40 56.8
 LW3129
 LW3129                          SUPERSEDED SURVEY CONTROL
 LW3129
 LW3129  NAD 83(1996)-  41 10 04.74139(N)    071 33 17.53080(W) AD(       ) 4
 LW3129  NAD 83(1992)-  41 10 04.74128(N)    071 33 17.53084(W) AD(       ) 4
 LW3129  NAD 83(1992)-  41 10 04.74015(N)    071 33 17.53144(W) AD(       ) 4
 LW3129  NAD 83(1986)-  41 10 04.73872(N)    071 33 17.52774(W) AD(       ) 4
 LW3129  NAD 27      -  41 10 04.36900(N)    071 33 19.32600(W) AD(       ) 3
 LW3129
 LW3129.Superseded values are not recommended for survey control.
 LW3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3129.See file dsdata.txt to determine how the superseded data were derived.
 LW3129
 LW3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8566860552(NAD 83)
 LW3129_MARKER: 86 = CUPOLA
 LW3129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3129+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 LW3129
 LW3129  HISTORY     - Date     Condition        Report By
 LW3129  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3129  HISTORY     - 1988     GOOD             USPSQD
 LW3129  HISTORY     - 1990     GOOD             USPSQD
 LW3129  HISTORY     - 20030628 GOOD             USPSQD
 LW3129
 LW3129                          STATION DESCRIPTION
 LW3129
 LW3129'DESCRIBED BY US POWER SQUADRON 1988 (PJB)
 LW3129'RECOVERED IN GOOD CONDITION.
 LW3129
 LW3129                          STATION RECOVERY (1990)
 LW3129
 LW3129'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3129'RECOVERED IN GOOD CONDITION.
 LW3129
 LW3129                          STATION RECOVERY (2003)
 LW3129
 LW3129'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 LW3129'THIS STATION IS ON THE EAST SIDE OF BLOCK ISLAND ABOUT 0.5 MI SOUTH OF
 LW3129'OLD HARBOR.  TO REACH THE STATION FROM THE INTESECTION OF SPRING ST.
 LW3129'AND WATER ST., PROCEED 0.3 MI SOUTH ON SPRING ST. TO A ROAD TO THE
 LW3129'RIGHT LEADING TO THE SPRINGHOUSE HOTEL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3143 ***********************************************************************
 LW3143  DESIGNATION -  SPRINGHOUSE TANK
 LW3143  PID         -  LW3143
 LW3143  STATE/COUNTY-  RI/WASHINGTON
 LW3143  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3143
 LW3143                         *CURRENT SURVEY CONTROL
 LW3143  ___________________________________________________________________
 LW3143* NAD 83(1996)-  41 10 03.15532(N)    071 33 18.70346(W)     ADJUSTED  
 LW3143* NAVD 88     -                                                        
 LW3143  ___________________________________________________________________
 LW3143  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 LW3143  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LW3143
 LW3143  HORZ ORDER  -  THIRD
 LW3143
 LW3143.The horizontal coordinates were established by classical geodetic methods
 LW3143.and adjusted by the National Geodetic Survey in August 1998..
 LW3143
 LW3143
 LW3143.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3143
 LW3143.The geoid height was determined by GEOID03.
 LW3143
 LW3143;                    North         East     Units Scale Factor Converg.
 LW3143;SPC RI       -     9,353.443    95,367.932   MT  0.99999401   -0 02 10.8
 LW3143;SPC RI       -    30,687.09    312,886.29   sFT  0.99999401   -0 02 10.8
 LW3143;UTM  19      - 4,560,503.744   285,639.631   MT  1.00016556   -1 40 57.5
 LW3143
 LW3143                          SUPERSEDED SURVEY CONTROL
 LW3143
 LW3143  NAD 83(1996)-  41 10 03.15351(N)    071 33 18.70213(W) AD(       ) 4
 LW3143  NAD 83(1992)-  41 10 03.15342(N)    071 33 18.70218(W) AD(       ) 4
 LW3143  NAD 83(1992)-  41 10 03.15219(N)    071 33 18.70275(W) AD(       ) 4
 LW3143  NAD 83(1986)-  41 10 03.15078(N)    071 33 18.69870(W) AD(       ) 4
 LW3143  NAD 27      -  41 10 02.78600(N)    071 33 20.49800(W) AD(       ) 3
 LW3143
 LW3143.Superseded values are not recommended for survey control.
 LW3143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3143.See file dsdata.txt to determine how the superseded data were derived.
 LW3143
 LW3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8564060504(NAD 83)
 LW3143_MARKER: 51 = TANK
 LW3143
 LW3143  HISTORY     - Date     Condition        Report By
 LW3143  HISTORY     - 1912     FIRST OBSERVED   CGS
 LW3143  HISTORY     - 1928     GOOD             CGS
 LW3143  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW3143  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW3143
 LW3143                          STATION DESCRIPTION
 LW3143
 LW3143'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (NHH)
 LW3143'IN THE EASTERN PART OF BLOCK ISLAND, ABOUT 1/3 MILE TO THE
 LW3143'SOUTHWARD OF THE INNER BASIN OF BLOCK ISLAND HARBOR, AND 40
 LW3143'METERS FROM THE SW CORNER OF THE SPRING HOUSE.
 LW3143
 LW3143                          STATION RECOVERY (1928)
 LW3143
 LW3143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CKG)
 LW3143'RECOVERED AS DESCRIBED.  THIS IS THE HIGHEST TANK IN THE VICINITY.
 LW3143
 LW3143                          STATION RECOVERY (1988)
 LW3143
 LW3143'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LW3143'MARK NOT FOUND.
 LW3143
 LW3143                          STATION RECOVERY (1990)
 LW3143
 LW3143'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2334 ***********************************************************************
 LW2334  DESIGNATION -  SQUASH
 LW2334  PID         -  LW2334
 LW2334  STATE/COUNTY-  RI/BRISTOL
 LW2334  USGS QUAD   -  BRISTOL (1975)
 LW2334
 LW2334                         *CURRENT SURVEY CONTROL
 LW2334  ___________________________________________________________________
 LW2334* NAD 83(1996)-  41 40 21.99657(N)    071 18 22.28083(W)     ADJUSTED  
 LW2334* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW2334  ___________________________________________________________________
 LW2334  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 LW2334  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW2334
 LW2334  HORZ ORDER  -  THIRD
 LW2334
 LW2334.The horizontal coordinates were established by classical geodetic methods
 LW2334.and adjusted by the National Geodetic Survey in August 1998..
 LW2334
 LW2334.The orthometric height was scaled from a topographic map.
 LW2334
 LW2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2334
 LW2334.The geoid height was determined by GEOID03.
 LW2334
 LW2334;                    North         East     Units Scale Factor Converg.
 LW2334;SPC RI       -    65,482.055   116,139.284   MT  0.99999695   +0 07 43.9
 LW2334;SPC RI       -   214,835.71    381,033.63   sFT  0.99999695   +0 07 43.9
 LW2334;UTM  19      - 4,616,015.565   308,025.430   MT  1.00005354   -1 32 01.7
 LW2334
 LW2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2334!SPC RI       -   1.00000376  x   0.99999695  =   1.00000071
 LW2334!UTM  19      -   1.00000376  x   1.00005354  =   1.00005730
 LW2334
 LW2334:                Primary Azimuth Mark                     Grid Az
 LW2334:SPC RI       -  ALLEN ROCK LIGHT                         013 22 01.4
 LW2334:UTM  19      -  ALLEN ROCK LIGHT                         015 01 47.0
 LW2334
 LW2334|---------------------------------------------------------------------|
 LW2334| PID    Reference Object                     Distance      Geod. Az  |
 LW2334|                                                           dddmmss.s |
 LW2334| LW2362 ALLEN ROCK LIGHT                    APPROX. 4.7 KM 0132945.3 |
 LW2334| LW2350 POTTERS COVE WINDMILL               APPROX. 4.9 KM 2201901.4 |
 LW2334| LW2327 PRUDENCE USE 1909                   APPROX. 3.3 KM 2425233.0 |
 LW2334| LW2330 NORTH POINT HOUSE CHIMNEY           APPROX. 3.3 KM 2580357.3 |
 LW2334| CB8558 SQUASH RM W                           4.800 METERS 26012     |
 LW2334| LW2560 WARWICK LIGHT                       APPROX. 6.0 KM 2640330.8 |
 LW2334| LW2321 CONIMICUT LIGHTHOUSE                APPROX. 5.9 KM 3263549.7 |
 LW2334| LW2363 BARRINGTON BEACH TOWER              APPROX. 5.7 KM 3575442.6 |
 LW2334|---------------------------------------------------------------------|
 LW2334
 LW2334                          SUPERSEDED SURVEY CONTROL
 LW2334
 LW2334  NAD 83(1996)-  41 40 21.99632(N)    071 18 22.28067(W) AD(       ) 3
 LW2334  NAD 83(1992)-  41 40 21.99489(N)    071 18 22.27986(W) AD(       ) 3
 LW2334  NAD 83(1992)-  41 40 21.99452(N)    071 18 22.27982(W) AD(       ) 3
 LW2334  NAD 83(1986)-  41 40 21.99511(N)    071 18 22.27882(W) AD(       ) 3
 LW2334  NAD 27      -  41 40 21.63800(N)    071 18 24.09900(W) AD(       ) 3
 LW2334
 LW2334.Superseded values are not recommended for survey control.
 LW2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2334.See file dsdata.txt to determine how the superseded data were derived.
 LW2334
 LW2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0802516016(NAD 83)
 LW2334_MARKER: Z = SEE DESCRIPTION
 LW2334_SETTING: 0 = UNSPECIFIED SETTING
 LW2334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2334
 LW2334  HISTORY     - Date     Condition        Report By
 LW2334  HISTORY     - 1913     MONUMENTED       CGS
 LW2334  HISTORY     - 1933     SEE DESCRIPTION  RIGS
 LW2334  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2334  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2334
 LW2334                          STATION DESCRIPTION
 LW2334
 LW2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2334'STATION IS ON A POINT ON THE W SIDE OF POPASQUASH NECK,
 LW2334'ABOUT 3/4 MILE FROM ITS MOUTH END, 28 FEET FROM THE EDGE
 LW2334'OF THE BLUFF, AND 93.6 METERS (307.5 FEET) N OF THE NW CORNER
 LW2334'OF SENATOR DIXONS PORCH.  THE STATION IS MARKED BY A STANDARD
 LW2334'BRASS DISK SET IN THE TOP OF A CONCRETE POST 8 INCHES SQUARE.
 LW2334'THE SUBSURFACE MARK IS A SIMILAR CEMENT BLOCK MARKED IN THE SAME
 LW2334'MANNER.  TWO REFERENCE MARKS, EACH A DRILL HOLE IN A ROCK,
 LW2334'ARE, RESPECTIVELY, 4.8 METERS (15.7 FEET) W BY N AND 17.0
 LW2334'METERS (55.7 FEET) NE BY N FROM THE STATION.
 LW2334
 LW2334                          STATION RECOVERY (1933)
 LW2334
 LW2334'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1933
 LW2334'THIS STATION RECOVERED AS DESCRIBED EXCEPT THAT SENATOR DIXONS
 LW2334'HOUSE HAS BEEN RAZED.  THE RUINS ARE EASILY SEEN AND USED TO FIND
 LW2334'THE STATION.  REFERENCE POINTS AS DESCRIBED EXCEPT REFERENCE TO
 LW2334'THE NE BY N 17.0 METERS 55.7 FEET.  DRILL HOLE HAS BEEN COVERED BY
 LW2334'STANDARD REFERENCE DISK RHODE ISLAND SHELL FISH COMMISSION WITH
 LW2334'DIRECTION ARROW AND DISTANCE PLAINLY MARKED.
 LW2334
 LW2334                          STATION RECOVERY (1935)
 LW2334
 LW2334'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2334'FOUND THE STATION MARKED AS DESCRIBED AND IN EXCELLENT
 LW2334'CONDITION.  THE RHODE ISLAND COMMISSION SHELL FISHERIES HAS SET
 LW2334'ITS DISKS IN THE DRILL HOLES IN THE ROCKS NOTED IN THE DESCRIPTION
 LW2334'AS REFERENCE MARKS.  THE DISK WHICH WAS SET 4.8 METERS W BY N
 LW2334'HAS BEEN REMOVED, BUT SOME OF THE CEMENT CLINGS TO THE ROCK.
 LW2334'
 LW2334'INSTEAD OF ON A POINT ON THE W SIDE OF POPASQUASH NECK, ABOUT
 LW2334'3/4 MILE FROM ITS MOUTH END, THE DESCRIPTION SHOULD READ ON A
 LW2334'POINT ON THE W SIDE OF POPASQUASH NECK, ABOUT 3/4 MILE S OF THE
 LW2334'MOUTH OF MILL GUT AT THE N END OF THE NECK.
 LW2334'
 LW2334'EZRA DIXON HAS A 1-STORY BUNGALOW SHEATHED WITH DROP OR NOVELTY
 LW2334'SIDING WHICH HAS NO PORCH ON N END AND WHICH APPEARS TO BE ONLY
 LW2334'A FEW YEARS OLD.
 LW2334'
 LW2334'THE STATION IS ABOUT 95 YARDS N OF THE N END OF THIS BUNGALOW,
 LW2334'AND ABOUT 115 YARDS N OF A STONE WALL, AND ABOUT 130 YARDS S OF
 LW2334'ANOTHER STONE WALL, AND ABOUT 1/8 MILE S OF A RED-ROOFED HOUSE
 LW2334'ON THE SAMUEL P. COLT ESTATE.
 LW2334
 LW2334                          STATION RECOVERY (1956)
 LW2334
 LW2334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2334'THE STATION MARK AND REFERENCE MARK W- BY-N 4.8 M. WERE RECOVERED
 LW2334'IN GOOD CONDITION.  THE DISTANCE TO THIS REFERENCE MARK IS 4.772
 LW2334'M.  NO EVIDENCE OF REFERENCE MARK NE- BY -N 17.0 M. WAS
 LW2334'FOUND.  SOME EROSION WAS EVIDENT, AND FROM THE DIRECTION GIVEN.
 LW2334'IT IS POSSIBLE THAT THIS MARK HAS BEEN DESTROYED.  THE PUBLISHED
 LW2334'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION--
 LW2334'
 LW2334'THE STATION IS A STANDARD DISK (NOT STAMPED) SET IN THE TOP OF A
 LW2334'6-IN. SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 IN. ABOVE THE
 LW2334'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1761 ***********************************************************************
 LW1761  SACS        -  This is a Secondary Airport Control Station.
 LW1761  DESIGNATION -  STACH
 LW1761  PID         -  LW1761
 LW1761  STATE/COUNTY-  RI/WASHINGTON
 LW1761  USGS QUAD   -  BLOCK ISLAND (1975)
 LW1761
 LW1761                         *CURRENT SURVEY CONTROL
 LW1761  ___________________________________________________________________
 LW1761* NAD 83(1996)-  41 10 05.56387(N)    071 34 23.80716(W)     ADJUSTED  
 LW1761* NAVD 88     -        30.56   (meters)     100.3    (feet)  GPS OBS   
 LW1761  ___________________________________________________________________
 LW1761  X           -   1,519,867.397 (meters)                     COMP
 LW1761  Y           -  -4,561,785.904 (meters)                     COMP
 LW1761  Z           -   4,176,503.708 (meters)                     COMP
 LW1761  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 LW1761  ELLIP HEIGHT-          -0.20  (meters)          (06/04/02) GPS OBS
 LW1761  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 LW1761
 LW1761  HORZ ORDER  -  FIRST
 LW1761  ELLP ORDER  -  FOURTH    CLASS I
 LW1761
 LW1761.This mark is at Block Island State Airport (BID)
 LW1761
 LW1761.The horizontal coordinates were established by GPS observations
 LW1761.and adjusted by the National Geodetic Survey in May 2000..
 LW1761
 LW1761.The orthometric height was determined by GPS observations and a
 LW1761.high-resolution geoid model.
 LW1761
 LW1761.GPS derived orthometric heights for airport stations designated as
 LW1761.PACS or SACS are published to 2 decimal places.  This maintains
 LW1761.centimeter relative accuracy between the PACS and SACS.  It does
 LW1761.not indicate centimeter accuracy relative to other marks which are
 LW1761.part of the NAVD 88 network.
 LW1761
 LW1761.Photographs are available for this station.
 LW1761
 LW1761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW1761
 LW1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1761
 LW1761.The ellipsoidal height was determined by GPS observations
 LW1761.and is referenced to NAD 83.
 LW1761
 LW1761.The geoid height was determined by GEOID03.
 LW1761
 LW1761;                    North         East     Units Scale Factor Converg.
 LW1761;SPC RI       -     9,428.865    93,850.333   MT  0.99999422   -0 02 53.7
 LW1761;SPC RI       -    30,934.53    307,907.30   sFT  0.99999422   -0 02 53.7
 LW1761;UTM  19      - 4,560,622.755   284,124.558   MT  1.00017358   -1 41 40.5
 LW1761
 LW1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1761!SPC RI       -   1.00000003  x   0.99999422  =   0.99999425
 LW1761!UTM  19      -   1.00000003  x   1.00017358  =   1.00017361
 LW1761
 LW1761:                Primary Azimuth Mark                     Grid Az
 LW1761:SPC RI       -  STACH AZ MK                              261 33 41.8
 LW1761:UTM  19      -  STACH AZ MK                              263 12 28.6
 LW1761
 LW1761|---------------------------------------------------------------------|
 LW1761| PID    Reference Object                     Distance      Geod. Az  |
 LW1761|                                                           dddmmss.s |
 LW1761| LW1760 STACH AZ MK                         APPROX. 0.8 KM 2613048.1 |
 LW1761|---------------------------------------------------------------------|
 LW1761
 LW1761                          SUPERSEDED SURVEY CONTROL
 LW1761
 LW1761  NAD 83(1996)-  41 10 05.56315(N)    071 34 23.80632(W) AD(       ) 3
 LW1761  ELLIP H (08/17/98)   -0.18   (m)                       GP(       ) 4 1
 LW1761  NAD 83(1996)-  41 10 05.56137(N)    071 34 23.80509(W) AD(       ) 3
 LW1761  NAD 83(1992)-  41 10 05.56122(N)    071 34 23.80506(W) AD(       ) 3
 LW1761  ELLIP H (01/17/96)   -0.25   (m)                       GP(       ) 4 2
 LW1761  NAD 83(1992)-  41 10 05.56012(N)    071 34 23.80539(W) AD(       ) 3
 LW1761  NAD 83(1986)-  41 10 05.56522(N)    071 34 23.80571(W) AD(       ) 3
 LW1761  NAD 27      -  41 10 05.18996(N)    071 34 25.59667(W) AD(       ) 3
 LW1761  LOCAL T (09/27/91)   30.88   (m)          101.3    (f) LEVELING    3  
 LW1761
 LW1761.Superseded values are not recommended for survey control.
 LW1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1761.See file dsdata.txt to determine how the superseded data were derived.
 LW1761
 LW1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8412560623(NAD 83)
 LW1761_MARKER: DH = HORIZONTAL CONTROL DISK
 LW1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1761_SP_SET: CONCRETE POST
 LW1761_STAMPING: STACH 1985
 LW1761_MARK LOGO: NGS   
 LW1761_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1761+STABILITY: SURFACE MOTION
 LW1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1761+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 LW1761
 LW1761  HISTORY     - Date     Condition        Report By
 LW1761  HISTORY     - 1985     MONUMENTED       NGS
 LW1761  HISTORY     - 1988     GOOD             NGS
 LW1761  HISTORY     - 19900604 GOOD             RIGS
 LW1761  HISTORY     - 19990921 GOOD             WOOLPT
 LW1761  HISTORY     - 20030904 GOOD             NGS
 LW1761
 LW1761                          STATION DESCRIPTION
 LW1761
 LW1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LW1761'19.3 KM (12 MI) SSW FROM POINT JUDITH.
 LW1761'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF THE FERRY
 LW1761'LANDING, AT BLOCK ISLAND AND AT THE EAST END OF THE BLOCK ISLAND STATE
 LW1761'AIRPORT.  OWNERSHIP--STATE OF RHODE ISLAND, MR JOHN BRAIN, AIRPORT
 LW1761'MANAGER, BLOCK ISLAND, RHODE ISLAND 02804, PHONE-401-466-5511.  TO
 LW1761'REACH THE STATION FROM THE BLOCK ISLAND POST OFFICE, GO SOUTHWEST ON
 LW1761'OLD TOWN ROAD FOR 1.6 KM (1.0 MI) TO A T-ROAD. TURN LEFT AND GO
 LW1761'SOUTHWEST ON CENTER ROAD FOR 0.3 KM (0.2 MI) TO THE ENTRANCE ROAD TO
 LW1761'THE AIRPORT ON THE LEFT. TURN LEFT AND GO SOUTHEAST ON THE PAVED ROAD
 LW1761'FOR 0.1 KM (0.05 MI) TO A GATE AT THE WEST END OF THE TERMINAL
 LW1761'BUILDING. PASS THROUGH THE GATE AND GO EAST FOR 0.5 KM (0.3 MI) TO THE
 LW1761'SOUTHEAST END OF THE RUNWAY AND THE STATION.  SET INTO THE TOP OF A
 LW1761'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1761'16.0 METERS (52.5 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE RUNWAY,
 LW1761'4.1 METERS (13.3 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A CONCRETE
 LW1761'CABLE COVER AND 3.0 METERS (10.0 FT) NORTHWEST FROM AN ELECTRICAL BOX
 LW1761'AND A SPOTLIGHT.  SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS
 LW1761'BELOW THE SURFACE.
 LW1761
 LW1761                          STATION RECOVERY (1988)
 LW1761
 LW1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LW1761'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF THE FERRY
 LW1761'LANDING AT BLOCK ISLAND, ON THE BLOCK ISLAND STATE AIRPORT, AT THE
 LW1761'SOUTHEAST CORNER OF THE SINGLE RUNWAY.
 LW1761'OWNERSHIP--STATE OF RHODE ISLAND, C/O AIRPORT MANAGER JOHN BRAIN,
 LW1761'BLOCK ISLAND STATE AIRPORT, BLOCK ISLAND RI 02807.  PHONE 401
 LW1761'466-5511.
 LW1761'TO REACH THE STATION FROM THE BLOCK ISLAND POST OFFICE, GO SOUTHWEST
 LW1761'FOR 1.6 KM (1.00 MI) ON OLD TOWN ROAD TO A T-JUNCTION.  TURN LEFT AND
 LW1761'GO SOUTHWEST FOR 0.27 KM (0.15 MI) ON CENTER ROAD TO THE ENTRANCE ROAD
 LW1761'FOR THE AIRPORT ON THE LEFT. TURN LEFT AND GO SOUTHEAST FOR 0.1 KM
 LW1761'(0.05 MI) ON THE PAVED ROAD TO A GATE AT THE WEST END OF THE TERMINAL
 LW1761'BUILDING.  PASS THROUGH THE GATE AND GO SOUTHEAST FOR 0.2 KM
 LW1761'(0.10 MI) ACROSS THE PARKING PAD AND TAXIWAY TO THE RUNWAY.  TURN LEFT
 LW1761'AND GO EAST FOR 0.4 KM (0.25 MI) TO THE END OF THE RUNWAY AND THE
 LW1761'STATION ON THE RIGHT.
 LW1761'THE STATION IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND
 LW1761'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 LW1761'16.0 M (52.5 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE RUNWAY, 4.0 M
 LW1761'(13.1 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A CONCRETE CABLE
 LW1761'COVER, AND 2.5 M (8.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A 0.4
 LW1761'BY 1.2 METER CONCRETE PAD FOR AN ELECTRICAL BOX AND A SPOT LIGHT.
 LW1761'THE UNDERGROUND MARK IS A STANDARD NGS DISK SET INTO AN IRREGULAR MASS
 LW1761'OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1761'DESCRIBED BY A.L. BAUGH, TYPED BY R.L. ZURFLUH.
 LW1761
 LW1761                          STATION RECOVERY (1990)
 LW1761
 LW1761'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW1761'RECOVERED IN GOOD CONDITION.
 LW1761
 LW1761                          STATION RECOVERY (1999)
 LW1761
 LW1761'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LW1761'RECOVERED AS DESCRIBED.  ADDITIONAL TIE-- STATION IS LOCATED 63.49 M
 LW1761'(208.30 FT) FROM THE FIRST RUNWAY EDGE LIGHT FROM THE APPROACH END OF
 LW1761'RUNWAY 28 ON A MAGNETIC COMPASS BEARING OF SOUTH 80 EAST.  THIS
 LW1761'STATION IS DESIGNATED AS A SECONDRY AIRPORT CONTROL STATION.
 LW1761'TO REACH THE STATION FROM THE BLOCK ISLAND FERRY WHARF, TURN RIGHT AND
 LW1761'PROCEED NORTHEASTERLY 0.25 MI (0.40 KM) ALONG OCEAN STREET TO THE
 LW1761'JUNCTION OF OLD TOWN ROAD.  GO SOUTHWEST ON OLD TOWN ROAD FOR 0.3 MI
 LW1761'(0.5 KM) TO A STOP SIGN AT AN OFFSET 4-WAY INTERSECTION.  CONTINUE
 LW1761'THROUGH THE INTERSECTION, FOR AN ADDITIONAL 0.7 MI (1.1 KM) TO A
 LW1761'T-INTERSECTION.  TURN LEFT AND PROCEED 0.2 MI (0.3 KM) TO THE AIRPORT
 LW1761'ENTRANCE AND A GATE.  TURN LEFT AND PROCEED THROUGH THE GATE, THEN
 LW1761'BETWEEN THE TERMINAL ON THE LEFT AND THE MAINTENANCE GARAGE ON THE
 LW1761'RIGHT.  GO THROUGH THE GATE AND ONTO THE TARMAC.  FROM THE GATE GO
 LW1761'0.25 MI (0.40 KM) ACROSS THE TARMAC AND TAXIWAY LEADING TO THE
 LW1761'APPROACH END OF RUNWAY 28.  GO 0.05 MI (0.08 KM) ALONG RUNWAY 28 TO
 LW1761'THE END OF THE RUNWAY AND THE STATION ON THE RIGHT.
 LW1761
 LW1761                          STATION RECOVERY (2003)
 LW1761
 LW1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 LW1761'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 LW1761'(SACS).
 LW1761'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1760 ***********************************************************************
 LW1760  PACS        -  This is a Primary Airport Control Station.
 LW1760  DESIGNATION -  STACH AZ MK
 LW1760  PID         -  LW1760
 LW1760  STATE/COUNTY-  RI/WASHINGTON
 LW1760  USGS QUAD   -  BLOCK ISLAND (1975)
 LW1760
 LW1760                         *CURRENT SURVEY CONTROL
 LW1760  ___________________________________________________________________
 LW1760* NAD 83(1996)-  41 10 01.90749(N)    071 34 56.22355(W)     ADJUSTED  
 LW1760* NAVD 88     -        33.48   (meters)     109.8    (feet)  GPS OBS   
 LW1760  ___________________________________________________________________
 LW1760  X           -   1,519,174.603 (meters)                     COMP
 LW1760  Y           -  -4,562,097.234 (meters)                     COMP
 LW1760  Z           -   4,176,420.712 (meters)                     COMP
 LW1760  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 LW1760  ELLIP HEIGHT-           2.71  (meters)          (06/04/02) GPS OBS
 LW1760  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 LW1760
 LW1760  HORZ ORDER  -  B
 LW1760  ELLP ORDER  -  FOURTH    CLASS I
 LW1760
 LW1760.This mark is at Block Island State Airport (BID)
 LW1760
 LW1760.The horizontal coordinates were established by GPS observations
 LW1760.and adjusted by the National Geodetic Survey in May 2000..
 LW1760
 LW1760.The orthometric height was determined by GPS observations and a
 LW1760.high-resolution geoid model.
 LW1760
 LW1760.GPS derived orthometric heights for airport stations designated as
 LW1760.PACS or SACS are published to 2 decimal places.  This maintains
 LW1760.centimeter relative accuracy between the PACS and SACS.  It does
 LW1760.not indicate centimeter accuracy relative to other marks which are
 LW1760.part of the NAVD 88 network.
 LW1760
 LW1760.Photographs are available for this station.
 LW1760
 LW1760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW1760
 LW1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1760
 LW1760.The ellipsoidal height was determined by GPS observations
 LW1760.and is referenced to NAD 83.
 LW1760
 LW1760.The geoid height was determined by GEOID03.
 LW1760
 LW1760;                    North         East     Units Scale Factor Converg.
 LW1760;SPC RI       -     9,316.744    93,094.560   MT  0.99999434   -0 03 15.0
 LW1760;SPC RI       -    30,566.68    305,427.74   sFT  0.99999434   -0 03 15.0
 LW1760;UTM  19      - 4,560,532.378   283,365.739   MT  1.00017762   -1 42 01.7
 LW1760
 LW1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1760!SPC RI       -   0.99999957  x   0.99999434  =   0.99999391
 LW1760!UTM  19      -   0.99999957  x   1.00017762  =   1.00017719
 LW1760
 LW1760:                Primary Azimuth Mark                     Grid Az
 LW1760:SPC RI       -  STACH                                    081 33 41.8
 LW1760:UTM  19      -  STACH                                    083 12 28.5
 LW1760
 LW1760|---------------------------------------------------------------------|
 LW1760| PID    Reference Object                     Distance      Geod. Az  |
 LW1760|                                                           dddmmss.s |
 LW1760| LW1761 STACH                               APPROX. 0.8 KM 0813026.8 |
 LW1760| AI5561 BID A                               396.866 METERS 08607     |
 LW1760|---------------------------------------------------------------------|
 LW1760
 LW1760                          SUPERSEDED SURVEY CONTROL
 LW1760
 LW1760  NAD 83(1996)-  41 10 01.90623(N)    071 34 56.22206(W) AD(       ) 3
 LW1760  ELLIP H (08/17/98)    2.74   (m)                       GP(       ) 4 1
 LW1760  NAD 83(1996)-  41 10 01.90468(N)    071 34 56.22099(W) AD(       ) 3
 LW1760  NAD 83(1992)-  41 10 01.90441(N)    071 34 56.22088(W) AD(       ) 3
 LW1760  ELLIP H (01/17/96)    2.67   (m)                       GP(       ) 4 2
 LW1760  NAD 83(1992)-  41 10 01.90367(N)    071 34 56.22146(W) AD(       ) 3
 LW1760  NAD 83(1986)-  41 10 01.90905(N)    071 34 56.22211(W) AD(       ) 3
 LW1760  NAD 27      -  41 10 01.53359(N)    071 34 58.01164(W) AD(       ) 3
 LW1760  LOCAL T (03/22/89)   33.8    (m)          111.     (f) GPS OBS        
 LW1760
 LW1760.Superseded values are not recommended for survey control.
 LW1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1760.See file dsdata.txt to determine how the superseded data were derived.
 LW1760
 LW1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8336660532(NAD 83)
 LW1760_MARKER: DZ = AZIMUTH MARK DISK
 LW1760_SETTING: 80 = SET IN A BOULDER
 LW1760_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 LW1760_STAMPING: STACH 1985
 LW1760_MARK LOGO: NGS   
 LW1760_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1760+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 LW1760
 LW1760  HISTORY     - Date     Condition        Report By
 LW1760  HISTORY     - 1985     MONUMENTED       NGS
 LW1760  HISTORY     - 1988     GOOD             NGS
 LW1760  HISTORY     - 19900604 GOOD             RIGS
 LW1760  HISTORY     - 19990921 GOOD             WOOLPT
 LW1760  HISTORY     - 20030904 GOOD             NGS
 LW1760
 LW1760                          STATION DESCRIPTION
 LW1760
 LW1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LW1760'19.3 KM (12 MI) SSW FROM POINT JUDITH.
 LW1760'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF THE FERRY
 LW1760'LANDING, AT BLOCK ISLAND AND AT THE WEST END OF THE BLOCK ISLAND STATE
 LW1760'AIRPORT.  OWNERSHIP--STATE OF RHODE ISLAND, MR JOHN BRAIN AIRPORT
 LW1760'MANAGER, BLOCK ISLAND, RHODE ISLAND 02804, PHONE 401-466-5511.  TO
 LW1760'REACH THE STATION FROM THE BLOCK ISLAND POST OFFICE, GO SOUTHWEST ON
 LW1760'OLD TOWN ROAD FOR 1.6 KM (1.0 MI) TO A T-ROAD. TURN LEFT AND GO
 LW1760'SOUTHWEST ON CENTER ROAD FOR 0.3 KM (0.2 MI) TO THE ENTRANCE ROAD TO
 LW1760'THE AIRPORT ON THE LEFT. TURN LEFT AND GO SOUTHEAST ON THE PAVED ROAD
 LW1760'FOR 0.1 KM (0.05 MI) TO A GATE AT THE WEST END OF THE TERMINAL
 LW1760'BUILDING, GO SOUTHWEST FOR 0.3 KM (0.2 MI) TO THE STATION, AT THE
 LW1760'SOUTHWEST CORNER OF THE RUNWAY.  SET INTO A DRILL HOLE IN A PARTIALLY
 LW1760'EXPOSED BOULDER, 0.6 METER (2.0 FT) LARGEST DIMENSION. LOCATED
 LW1760'53.3 METERS (175.0 FT) SOUTHWEST FROM THE FIRST LIGHT EAST OF THE WEST
 LW1760'END OF RUNWAY, 48.8 METERS (160.0 FT) SOUTHWEST FROM THE SOUTH LIGHT
 LW1760'OF TWO LIGHTS MOUNTED ON GALVANIZED LEGS, 46.0 METERS (151.0 FT) SOUTH
 LW1760'FROM THE SOUTHWEST CORNER OF THE RUNWAY AND 13.6 METERS (44.5 FT)
 LW1760'SOUTH FROM A DRAINAGE DITCH AND IRON GATE.
 LW1760
 LW1760                          STATION RECOVERY (1988)
 LW1760
 LW1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LW1760'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF THE FERRY
 LW1760'LANDING AT BLOCK ISLAND, ON THE BLOCK ISLAND STATE AIRPORT, AT THE
 LW1760'SOUTHWEST CORNER AND IN LINE WITH THE NORTHWEST END OF THE SINGLE
 LW1760'RUNWAY.
 LW1760'OWNERSHIP--STATE OF RHODE ISLAND, C/O AIRPORT MANAGER JOHN BRAIN,
 LW1760'BLOCK ISLAND STATE AIRPORT, BLOCK ISLAND RI 02807.  PHONE 401
 LW1760'466-5511.
 LW1760'TO REACH THE STATION FROM THE BLOCK ISLAND POST OFFICE, GO SOUTHWEST
 LW1760'FOR 1.6 KM (1.00 MI) ON OLD TOWN ROAD TO A T-JUNCTION.  TURN LEFT AND
 LW1760'GO SOUTHWEST FOR 0.27 KM (0.15 MI) ON CENTER ROAD TO THE ENTRANCE ROAD
 LW1760'FOR THE AIRPORT ON THE LEFT.  TURN LEFT AN GO SOUTHEAST FOR 0.1 KM
 LW1760'(0.05 MI) ON THE PAVED ROAD TO THE GATE AT THE WEST END OF THE
 LW1760'TERMINAL BUILDING.  PASS THROUGH THE GATE AND GO SOUTHWEST ACROSS THE
 LW1760'PARKING PAD AND RAMP TO THE RUNWAY.  TURN RIGHT AND GO WEST FOR 0.2 KM
 LW1760'(0.10 MI) TO THE END OF THE RUNWAY AND THE STATION ON THE LEFT.
 LW1760'THE STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN THE TOP OF
 LW1760'A 0.5 BY 0.6 METER PARTIALLY EXPOSED BOULDER PROJECTING 5 CM ABOVE THE
 LW1760'GROUND.  LOCATED 53.3 M (174.9 FT) SOUTHWEST FROM THE FIRST LGHT EAST
 LW1760'OF THE WEST END OF THE RUNWAY, 48.8 M (160.1 FT) SOUTHWEST FROM THE
 LW1760'SOUTH LIGHT OF TWO LIGHTS MOUNTED ON GALVANIZED LEGS, 46.0 M
 LW1760'(150.9 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE RUNWAY AND IN LINE
 LW1760'WITH THE NORTHWEST END, AND 13.6 M (44.6 FT) SOUTH FROM THE SOUTHEAST
 LW1760'CORNER OF AN IRON GRATE IN A DRAINAGE DITCH.
 LW1760'DESCRIBED BY A.L. BAUGH, TYPED BY R.L. ZURFLUH.
 LW1760
 LW1760                          STATION RECOVERY (1990)
 LW1760
 LW1760'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW1760'RECOVERED IN GOOD CONDITION.
 LW1760
 LW1760                          STATION RECOVERY (1999)
 LW1760
 LW1760'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LW1760'RECOVERED AS DESCRIBED.  ADDITIONAL TIE-- STATION IS LOCATED 62.4 M
 LW1760'(204.7 FT) FROM A 10-FOOT CHAIN LINK FENCE ON A MAGNETIC COMPASS
 LW1760'AZIMUTH OF 275 DEGREES.  THIS STATION IS DESIGNATED AS THE PRIMARY
 LW1760'AIRPORT CONTROL STATION.
 LW1760'TO REACH THE STATION FROM THE BLOCK ISLAND FERRY WHARF, TURN RIGHT AND
 LW1760'PROCEED NORTHEASTERLY 0.25 MI (0.40 KM) ALONG OCEAN STREET TO THE
 LW1760'JUNCTION OF OLD TOWN ROAD.  GO SOUTHWEST ON OLD TOWN ROAD FOR 0.3 MI
 LW1760'(0.5 KM) TO A STOP SIGN AT AN OFFSET 4-WAY INTERSECTION.  CONTINUE
 LW1760'THROUGH THE INTERSECTION, FOR AN ADDITIONAL 0.7 MI (1.1 KM) TO A
 LW1760'T-INTERSECTION.  TURN LEFT AND PROCEED 0.2 MI (0.3 KM) TO THE AIRPORT
 LW1760'ENTRANCE AND A GATE.  TURN LEFT AND PROCEED THROUGH THE GATE, THEN
 LW1760'BETWEEN THE TERMINAL ON THE LEFT AND THE MAINTENANCE GARAGE ON THE
 LW1760'RIGHT.  GO THROUGH THE GATE AND ONTO THE TARMAC.  CONTINUE STRAIGHT
 LW1760'AND RIGHT ACROSS THE TARMAC, ALONG A SHORT TAXIWAY AND TO THE APPROACH
 LW1760'END OF RUNWAY 10 AND THE STATION ON THE LEFT.
 LW1760
 LW1760                          STATION RECOVERY (2003)
 LW1760
 LW1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 LW1760'RECOVERED AS DESCRIBED. THIS IS THE PRIMARAY AIRPORT CONTROL STATION
 LW1760'STATION (PACS)
 LW1760'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2531 ***********************************************************************
 LW2531  DESIGNATION -  STATE
 LW2531  PID         -  LW2531
 LW2531  STATE/COUNTY-  RI/PROVIDENCE
 LW2531  USGS QUAD   -  EAST GREENWICH (1975)
 LW2531
 LW2531                         *CURRENT SURVEY CONTROL
 LW2531  ___________________________________________________________________
 LW2531* NAD 83(1996)-  41 44 56.66165(N)    071 28 01.91852(W)     ADJUSTED  
 LW2531* NAVD 88     -        56.302  (meters)     184.72   (feet)  ADJUSTED  
 LW2531  ___________________________________________________________________
 LW2531  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 LW2531  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW2531  DYNAMIC HT  -          56.284 (meters)     184.66  (feet)  COMP
 LW2531  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 LW2531
 LW2531  HORZ ORDER  -  FIRST
 LW2531  VERT ORDER  -  SECOND    CLASS II
 LW2531
 LW2531.The horizontal coordinates were established by classical geodetic methods
 LW2531.and adjusted by the National Geodetic Survey in August 1998..
 LW2531
 LW2531.The orthometric height was determined by differential leveling
 LW2531.and adjusted by the National Geodetic Survey in June 1991..
 LW2531
 LW2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2531
 LW2531.The geoid height was determined by GEOID03.
 LW2531
 LW2531.The dynamic height is computed by dividing the NAVD 88
 LW2531.geopotential number by the normal gravity value computed on the
 LW2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW2531.degrees latitude (g = 980.6199 gals.).
 LW2531
 LW2531.The modeled gravity was interpolated from observed gravity values.
 LW2531
 LW2531;                    North         East     Units Scale Factor Converg.
 LW2531;SPC RI       -    73,938.377   102,728.172   MT  0.99999384   +0 01 18.6
 LW2531;SPC RI       -   242,579.49    337,034.01   sFT  0.99999384   +0 01 18.6
 LW2531;UTM  19      - 4,624,858.542   294,864.334   MT  1.00011786   -1 38 36.3
 LW2531
 LW2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2531!SPC RI       -   0.99999584  x   0.99999384  =   0.99998968
 LW2531!UTM  19      -   0.99999584  x   1.00011786  =   1.00011370
 LW2531
 LW2531|---------------------------------------------------------------------|
 LW2531| PID    Reference Object                     Distance      Geod. Az  |
 LW2531|                                                           dddmmss.s |
 LW2531| CB8560 STATE RM 1                           25.993 METERS 02409     |
 LW2531| LW2672 INDUSTRIAL                          APPROX. 9.6 KM 0290702.9 |
 LW2531| LW5241 STATE AZ MK                         APPROX. 0.5 KM 0304648.0 |
 LW2531| LW2727 CRANSTON PHILLIP MEM BAP CH         APPROX. 3.6 KM 0444245.7 |
 LW2531| LW2722 CRANSTON UNITED WIRE INC TANK       APPROX. 4.1 KM 0585437.3 |
 LW2531| LW2726 PAWTUXET BAP CH SPIRE               APPROX. 6.7 KM 0700855.4 |
 LW2531| LW2543 CRANSTON CORRECTIONAL INST CUP      APPROX. 1.0 KM 1041311.2 |
 LW2531| CB8561 STATE RM 2                           30.051 METERS 13820     |
 LW2531| CB8562 STATE RM 3                           23.720 METERS 22332     |
 LW2531|---------------------------------------------------------------------|
 LW2531
 LW2531                          SUPERSEDED SURVEY CONTROL
 LW2531
 LW2531  NAD 83(1996)-  41 44 56.66127(N)    071 28 01.91821(W) AD(       ) 1
 LW2531  NAD 83(1992)-  41 44 56.66024(N)    071 28 01.91768(W) AD(       ) 1
 LW2531  NAD 83(1992)-  41 44 56.65995(N)    071 28 01.91769(W) AD(       ) 1
 LW2531  NAD 83(1986)-  41 44 56.65974(N)    071 28 01.91739(W) AD(       ) 1
 LW2531  NAD 27      -  41 44 56.29814(N)    071 28 03.70448(W) AD(       ) 1
 LW2531  NGVD 29 (12/24/91)   56.56   (m)          185.6    (f) LEVELING    3  
 LW2531
 LW2531.Superseded values are not recommended for survey control.
 LW2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2531.See file dsdata.txt to determine how the superseded data were derived.
 LW2531
 LW2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9486424859(NAD 83)
 LW2531_MARKER: DS = TRIANGULATION STATION DISK
 LW2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2531_SP_SET: CONCRETE POST
 LW2531_STAMPING: STATE 1968
 LW2531_MARK LOGO: CGS   
 LW2531_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2531+STABILITY: SURFACE MOTION
 LW2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2531+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 LW2531
 LW2531  HISTORY     - Date     Condition        Report By
 LW2531  HISTORY     - 1968     MONUMENTED       CGS
 LW2531  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LW2531  HISTORY     - 1985     GOOD             RIGS
 LW2531  HISTORY     - 1987     GOOD             RIGS
 LW2531  HISTORY     - 1987     GOOD             RIGS
 LW2531  HISTORY     - 20041014 GOOD             INDIV
 LW2531
 LW2531                          STATION DESCRIPTION
 LW2531
 LW2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2531'STATION IS LOCATED ON STATE INSTITUTIONS GROUNDS, 6 MILES
 LW2531'SOUTHWEST OF CENTER OF DOWNTOWN PROVIDENCE, 3-1/4 MILES SOUTH OF
 LW2531'THORNTON, 1-1/4 MILES WEST OF THE JUNCTION OF INTERSTATE HIGHWAY
 LW2531'95 AND STATE HIGHWAY 37 AND ON PROPERTY OF STATE OF RHODE ISLAND.
 LW2531'
 LW2531'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE
 LW2531'HIGHWAY 37 ABOUT 6 MILES SOUTH-SOUTHWEST OF DOWNTOWN PROVIDENCE, GO
 LW2531'WESTERLY ON STATE HIGHWAY 37 FOR 1.3 MILES TO OVERPASS OVER STATE
 LW2531'HIGHWAY 2 AND AZ MK ON LEFT AS DESCRIBED.  FROM HERE TAKE EXIT AND
 LW2531'GO SOUTHWEST ON STATE HIGHWAY 2 FOR 0.3 MILE TO A HISTORICAL
 LW2531'CEMETERY CRANSTON 28 AND STATION ON LEFT AS DESCRIBED.
 LW2531'
 LW2531'ALL MARKS ARE STANDARD DISKS.
 LW2531'
 LW2531'STATION MARK, STAMPED STATE 1968, IS SET FLUSH.  IT IS SET IN A
 LW2531'CONCRETE POST, 35.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 LW2531'CEMETERY, 35.2 FEET NORTH OF THE NORTHEAST CORNER OF CEMETERY AND
 LW2531'22 FEET SOUTHEAST OF THE EAST CURBING OF STATE HIGHWAY 2.
 LW2531'
 LW2531'RM 1, STAMPED STATE NO 1 1968, IS SET FLUSH.  IT IS SET IN A
 LW2531'CONCRETE POST, 14 FEET SOUTH OF A SMALL CRAB APPLE TREE, 14 FEET
 LW2531'NORTHEAST OF A POWERLINE BRACE POLE AND 13 FEET SOUTHEAST OF THE
 LW2531'EAST CURBING OF STATE HIGHWAY 2.
 LW2531'
 LW2531'RM 2, STAMPED STATE NO 2 1968, IS CEMENTED IN A DRILL HOLE IN
 LW2531'TOP OF A SMALL GRANITE BOULDER WHICH PROJECTS ABOUT 6 INCHES.  IT
 LW2531'IS 89 FEET EAST OF THE SOUTHEAST CORNER OF CEMETERY, 79.4 FEET
 LW2531'SOUTHEAST OF NORTHEAST CORNER OF CEMETERY AND 1.8 FEET NORTHWEST
 LW2531'OF METAL WITNESS POST.
 LW2531'
 LW2531'AZ MK, STAMPED STATE 1968, IS CEMENTED IN A DRILL HOLE ON
 LW2531'CONCRETE RAILING OF OVERPASS.  IT PROJECTS ABOUT 4.2 FEET ABOVE THE
 LW2531'FLOOR OF OVERPASS, 25.5 FEET SOUTHWEST OF CENTER OF EAST BOUND
 LW2531'TRAFFIC OF STATE HIGHWAY 37, 80.5 FEET SOUTHEAST OF CENTER OF
 LW2531'MEDIAN OF STATE HIGHWAY 2, 11 FEET NORTHWEST OF THE SOUTHEAST
 LW2531'CORNER OF OVERPASS AND 11.6 FEET NORTHWEST OF A METAL WITNESS
 LW2531'POST.
 LW2531'
 LW2531'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW2531
 LW2531                          STATION RECOVERY (1969)
 LW2531
 LW2531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW2531'STATION MARK, RM 1 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 LW2531'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO RM 1 AND THE
 LW2531'AZIMUTH MARK CHECKED WITH THE PREVIOUS DESCRIPTION.  RM 2 WAS
 LW2531'DESTROYED BY THE CONSTRUCTION OF A LARGE BUILDING.  RM 3 WAS
 LW2531'ESTABLISHED AT THIS TIME.
 LW2531'
 LW2531'RM 3, STAMPED STATE NO 3 1968 1969 IS A STANDARD DISK SET IN THE
 LW2531'TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 LW2531'SURFACE.  IT IS 28.5 FEET EAST OF THE CENTER OF THE NORTH BOUND
 LW2531'LANE OF STATE HIGHWAY 2, 29.5 FEET WEST-SOUTHWEST OF A 6-INCH
 LW2531'CEDAR TREE, 8 FEET SOUTH OF THE SOUTHWEST CORNER OF A HISTORICAL
 LW2531'CEMETERY AND 3.3 FEET NORTHEAST OF POWER POLE NUMBER 40
 LW2531'1/2.  (NOTE--11B)
 LW2531'
 LW2531'NOTE--MEASUREMENT BETWEEN RM 1 AND RM 3 WAS IMPOSSIBLE DUE TO
 LW2531'THE CONCRETE FENCE POSTS AROUND THE HISTORICAL CEMETERY.
 LW2531
 LW2531                          STATION RECOVERY (1985)
 LW2531
 LW2531'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW2531'THE STATION WAS RECOVERED AT THIS DATE.
 LW2531'REFERENCE MARK NO 1 WAS FOUND TO BE LEANING SLIGHTLY, AND ITS
 LW2531'DISTANCE FROM THE STATION MARK DID NOT CHECK THE 1968 MEASUREMENT.
 LW2531'
 LW2531'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2531
 LW2531                          STATION RECOVERY (1987)
 LW2531
 LW2531'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2531'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2531'
 LW2531'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2531
 LW2531                          STATION RECOVERY (1987)
 LW2531
 LW2531'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW2531'IN CRANSTON.
 LW2531'THE STATION IS LOCATED ABOUT 10 KM (6 MI) SOUTHWEST OF DOWNTOWN
 LW2531'PROVIDENCE NEAR THE GROUNDS OF THE STATE INSTITUTIONS COMPLEX AND ON
 LW2531'THE EAST SIDE OF STATE HIGHWAY 2.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW2531'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW2531'STATE HIGHWAY 37 GO WEST FOR 2.2 KM (1.3 MI) ON HIGHWAY 37 TO THE
 LW2531'OVERPASS OVER STATE HIGHWAY 2, TAKE THE EXIT FOR HIGHWAY 2 SOUTH, GO
 LW2531'SOUTH FOR .5 KM (.3 MI) ON HIGHWAY 2 TO A HISTORICAL CEMETERY AND THE
 LW2531'STATION ON THE LEFT.  THE STATION IS A STANDARD NGS DISK SET INTO THE
 LW2531'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW2531'LOCATED 10.8 METERS (35.5 FT) NORTHEAST FROM THE NORTHWEST CORNER OF
 LW2531'THE CEMETERY, 10.7 METERS (35.2 FT) NORTH FROM THE NORTHEAST CORNER
 LW2531'OF THE CEMETERY, 6.7 METERS (22 FT) SOUTHEAST FROM THE EAST CURBING
 LW2531'OF HIGHWAY 2.
 LW2531
 LW2531                          STATION RECOVERY (2004)
 LW2531
 LW2531'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (PMC)
 LW2531'NO LONGER FLUSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5241 ***********************************************************************
 LW5241  DESIGNATION -  STATE AZ MK
 LW5241  PID         -  LW5241
 LW5241  STATE/COUNTY-  RI/PROVIDENCE
 LW5241  USGS QUAD   -  PROVIDENCE (1975)
 LW5241
 LW5241                         *CURRENT SURVEY CONTROL
 LW5241  ___________________________________________________________________
 LW5241* NAD 83(1996)-  41 45 10.63745(N)    071 27 50.80142(W)     ADJUSTED  
 LW5241* NAVD 88     -        48.198  (meters)     158.13   (feet)  ADJUSTED  
 LW5241  ___________________________________________________________________
 LW5241  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 LW5241  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW5241  DYNAMIC HT  -          48.182 (meters)     158.08  (feet)  COMP
 LW5241  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 LW5241
 LW5241  HORZ ORDER  -  SECOND
 LW5241  VERT ORDER  -  SECOND    CLASS II
 LW5241
 LW5241.The horizontal coordinates were established by classical geodetic methods
 LW5241.and adjusted by the National Geodetic Survey in August 1998..
 LW5241
 LW5241.The orthometric height was determined by differential leveling
 LW5241.and adjusted by the National Geodetic Survey in June 1991..
 LW5241
 LW5241.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5241
 LW5241.The geoid height was determined by GEOID03.
 LW5241
 LW5241.The dynamic height is computed by dividing the NAVD 88
 LW5241.geopotential number by the normal gravity value computed on the
 LW5241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5241.degrees latitude (g = 980.6199 gals.).
 LW5241
 LW5241.The modeled gravity was interpolated from observed gravity values.
 LW5241
 LW5241;                    North         East     Units Scale Factor Converg.
 LW5241;SPC RI       -    74,369.663   102,984.843   MT  0.99999386   +0 01 26.0
 LW5241;SPC RI       -   243,994.47    337,876.11   sFT  0.99999386   +0 01 26.0
 LW5241;UTM  19      - 4,625,282.239   295,133.464   MT  1.00011650   -1 38 29.3
 LW5241
 LW5241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5241!SPC RI       -   0.99999711  x   0.99999386  =   0.99999097
 LW5241!UTM  19      -   0.99999711  x   1.00011650  =   1.00011361
 LW5241
 LW5241:                Primary Azimuth Mark                     Grid Az
 LW5241:SPC RI       -  EAST PROVIDENCE MUNICIPAL TANK           057 26 23.1
 LW5241:UTM  19      -  EAST PROVIDENCE MUNICIPAL TANK           059 06 18.4
 LW5241
 LW5241|---------------------------------------------------------------------|
 LW5241| PID    Reference Object                     Distance      Geod. Az  |
 LW5241|                                                           dddmmss.s |
 LW5241| LW2638 EAST PROVIDENCE MUNICIPAL TANK      APPROX.10.4 KM 0572749.1 |
 LW5241| CS6849 SPENCER RM 8                                       10932     |
 LW5241| LW2531 STATE                               APPROX. 0.5 KM 2104655.4 |
 LW5241| CS6846 CR 002                                             3073407.8 |
 LW5241| CS6850 SPENCER RM 9                                       34801     |
 LW5241|---------------------------------------------------------------------|
 LW5241
 LW5241                          SUPERSEDED SURVEY CONTROL
 LW5241
 LW5241  NAD 83(1996)-  41 45 10.63708(N)    071 27 50.80112(W) AD(       ) 2
 LW5241  NAD 83(1992)-  41 45 10.63604(N)    071 27 50.80058(W) AD(       ) 2
 LW5241  NAD 83(1992)-  41 45 10.63575(N)    071 27 50.80059(W) AD(       ) 2
 LW5241  NAD 83(1986)-  41 45 10.63557(N)    071 27 50.80033(W) AD(       ) 2
 LW5241  NGVD 29 (12/24/91)   48.45   (m)          159.0    (f) LEVELING    3  
 LW5241
 LW5241.Superseded values are not recommended for survey control.
 LW5241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5241.See file dsdata.txt to determine how the superseded data were derived.
 LW5241
 LW5241_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9513325282(NAD 83)
 LW5241_MARKER: DZ = AZIMUTH MARK DISK
 LW5241_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW5241_SP_SET: BRIDGE RAILING
 LW5241_STAMPING: STATE 1968
 LW5241_MARK LOGO: CGS   
 LW5241_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5241
 LW5241  HISTORY     - Date     Condition        Report By
 LW5241  HISTORY     - 1968     MONUMENTED       CGS
 LW5241  HISTORY     - 1985     GOOD             RIGS
 LW5241  HISTORY     - 1985     GOOD             RIGS
 LW5241
 LW5241                          STATION DESCRIPTION
 LW5241
 LW5241'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW5241'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 LW5241'SOUTH-SOUTHEAST OF THORNTON,
 LW5241'3.7 KM (2.3 MI) SOUTHWEST OF CRANSTON, AND
 LW5241'1.0 KM (0.65 MI) WEST-NORTHWEST OF THE JUNCTION OF INTERSTATE
 LW5241'HIGHWAY 95 AND STATE HIGHWAY 37.
 LW5241'OWNERSHIP--STATE RIGHT OF WAY.
 LW5241'
 LW5241'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW5241'STATE HIGHWAY 37 ( WHICH IS ABOUT 9.6 KM (6.0 MI) SOUTH-SOUTHWEST
 LW5241'OF DOWNTOWN PROVIDENCE, GO WEST FOR 2.0 KM (1.3 MI) ON HIGHWAY 37
 LW5241'TO THE BRIDGE OVER HIGHWAY 2 AND THE AZ MK ON THE LEFT.
 LW5241'
 LW5241'THE STATION IS A STANDARD NGS DISK
 LW5241'STAMPED---STATE 1968---,
 LW5241'SET INTO A DRILL HOLE IN A CONCRETE BRIDGE ENDWALL.
 LW5241'24.4 METERS (80.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE MEDIAN
 LW5241'OF HIGHWAY 2,
 LW5241'7.7 METERS (25.5 FT) SOUTHWEST FROM THE CENTER OF THE EASTBOUND
 LW5241'TRAFFIC OF HIGHWAY 37,
 LW5241'3.3 METERS (11.0 FT) NORTHWEST FROM THE SOUTHEAST CORNER OF THE
 LW5241'BRIDGE,
 LW5241'3.5 METERS (11.6 FT) NORTHWEST FROM A METAL WITNESS POST.
 LW5241'
 LW5241'AZIMUTH MARK NO. 1 IS A STANDARD RIGS DISK
 LW5241'STAMPED---CR 002 1984---,
 LW5241'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5241'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5241'23.8 METERS (78.0 FT) WEST-SOUTHWEST FROM THE SOUTHEAST CORNER OF
 LW5241'AN INLET RIM IN THE WEST GUTTER OF GLEN HILL DRIVE,
 LW5241'7.0 METERS (23.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF GLEN
 LW5241'HILL DRIVE,
 LW5241'7.0 METERS (23.0 FT) NORTH-NORTHEAST FROM THE END OF THE NORTHWEST
 LW5241'BRIDGE WALL,
 LW5241'0.7 METERS (2.25 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5241'TO REACH THE AZIMUTH FROM THE STATION,
 LW5241'GO WEST FOR 550 METERS (1715 FT) ON HIGHWAY 37 TO THE AZIMUTH ON
 LW5241'THE NORTH END OF THE ABOVE OVERPASS FOR GLEN HILL DRIVE.
 LW5241'
 LW5241'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5241
 LW5241                          STATION RECOVERY (1985)
 LW5241
 LW5241'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5241'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW5241'
 LW5241'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5241
 LW5241                          STATION RECOVERY (1985)
 LW5241
 LW5241'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5241'IN CRANSTON.
 LW5241'TO REACH THE STATION FROM THE JUNCTION OF INSTERSTATE 95 AND STATE
 LW5241'HIGHWAY 37 WHICH IS ABOUT 9.6 KM (6.0 MI) SOUTH-SOUTHWEST OF DOWNTOWN
 LW5241'PROVIDENCE, GO WEST FOR 2.0 KM (1.3 MI) ON HIGHWAY 37 TO THE OVERPASS
 LW5241'BRIDGE OVER STATE HIGHWAY 2, AND THE STATION ON THE LEFT.  THE
 LW5241'STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN THE SOUTHEAST
 LW5241'END OF THE CONCRETE BRIDGE RAILING 24.4 METERS (80.5 FT) SOUTHEAST
 LW5241'FROM THE CENTERLINE MEDIAN OF HIGHWAY 2, 7.7 METERS (25.5 FT)
 LW5241'SOUTHWEST FROM THE CENTER OF THE EASTBOUND OF HIGHWAY 37, 3.5 METERS
 LW5241'(11.6 FT) NORTHWEST FROM A METAL WITNESS POST, 3.3 METERS (11.0 FT)
 LW5241'NORTHWEST FROM THE SOUTHEAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3244 ***********************************************************************
 LW3244  DESIGNATION -  STATE BOUNDARY E 1937
 LW3244  PID         -  LW3244
 LW3244  STATE/COUNTY-  RI/WASHINGTON
 LW3244  USGS QUAD   -  ASHAWAY (1984)
 LW3244
 LW3244                         *CURRENT SURVEY CONTROL
 LW3244  ___________________________________________________________________
 LW3244* NAD 83(1996)-  41 27 50.52333(N)    071 47 43.63872(W)     ADJUSTED  
 LW3244* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 LW3244  ___________________________________________________________________
 LW3244  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LW3244  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW3244
 LW3244  HORZ ORDER  -  SECOND
 LW3244
 LW3244.The horizontal coordinates were established by classical geodetic methods
 LW3244.and adjusted by the National Geodetic Survey in August 1998..
 LW3244
 LW3244.The orthometric height was scaled from a topographic map.
 LW3244
 LW3244.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3244
 LW3244.The geoid height was determined by GEOID03.
 LW3244
 LW3244;                    North         East     Units Scale Factor Converg.
 LW3244;SPC RI       -    42,322.217    75,317.119   MT  1.00000124   -0 11 44.3
 LW3244;SPC RI       -   138,852.14    247,102.91   sFT  1.00000124   -0 11 44.3
 LW3244;SPC CT       -   222,885.104   384,542.616   MT  0.99998388   +0 37 58.5
 LW3244;SPC CT       -   731,248.88  1,261,620.23   sFT  0.99998388   +0 37 58.5
 LW3244;UTM  19      - 4,594,044.006   266,542.955   MT  1.00027078   -1 51 06.6
 LW3244
 LW3244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3244!SPC RI       -   0.99999353  x   1.00000124  =   0.99999477
 LW3244!SPC CT       -   0.99999353  x   0.99998388  =   0.99997741
 LW3244!UTM  19      -   0.99999353  x   1.00027078  =   1.00026430
 LW3244
 LW3244                          SUPERSEDED SURVEY CONTROL
 LW3244
 LW3244  NAD 83(1992)-  41 27 50.52214(N)    071 47 43.63795(W) AD(       ) 2
 LW3244  NAD 83(1986)-  41 27 50.52134(N)    071 47 43.63887(W) AD(       ) 2
 LW3244  NAD 27      -  41 27 50.16322(N)    071 47 45.39093(W) AD(       ) 2
 LW3244
 LW3244.Superseded values are not recommended for survey control.
 LW3244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3244.See file dsdata.txt to determine how the superseded data were derived.
 LW3244
 LW3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6654394044(NAD 83)
 LW3244_MARKER: V = STONE MONUMENT
 LW3244_SETTING: 0 = UNSPECIFIED SETTING
 LW3244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3244
 LW3244  HISTORY     - Date     Condition        Report By
 LW3244  HISTORY     - 1937     MONUMENTED       CTGS
 LW3244  HISTORY     - 1989     GOOD             USPSQD
 LW3244
 LW3244                          STATION DESCRIPTION
 LW3244
 LW3244'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3244'STATE BOUNDARY E IS 4 FEET HIGH GRANITE STONE MONUMENT 10-BY
 LW3244'10-INCHES AT BOTTOM, 14- BY 14-INCHES AT TOP, 10 FEET EAST OF
 LW3244'CENTER LINE OF DIRT ROAD, SOUTH-SOUTHWEST OF STATION.
 LW3244'
 LW3244'TO REACH FROM HOPKINTON POST OFFICE, TAKE CLARKE FALLS ROAD
 LW3244'(OILED ROAD) WEST FOR 0.9 MILE AND TURN RIGHT (NORTH) ON DIRT
 LW3244'ROAD (WHERE OILED ROAD TURNS SHARPLY LEFT, SOUTH) AND PROCEED
 LW3244'200 FEET TO STATION ON LEFT.  STATION IS 20 FEET EAST OF CENTER
 LW3244'LINE OF THIS DIRT ROAD, 15 FEET NORTHWEST OF BOULDER (4- BY 3-
 LW3244'BY 3-FEET).  STATION IS CONCRETE POST, FLUSH WITH THE GROUND,
 LW3244'WITH STANDARD DISK STAMPED HOPKIN 1937.
 LW3244
 LW3244                          STATION RECOVERY (1989)
 LW3244
 LW3244'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0925 ***********************************************************************
 LW0925  DESIGNATION -  STEAM
 LW0925  PID         -  LW0925
 LW0925  STATE/COUNTY-  RI/WASHINGTON
 LW0925  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0925
 LW0925                         *CURRENT SURVEY CONTROL
 LW0925  ___________________________________________________________________
 LW0925* NAD 83(1996)-  41 10 53.56900(N)    071 34 29.06354(W)     ADJUSTED  
 LW0925* LOCAL TIDAL -         1.907  (meters)       6.26   (feet)  ADJ UNCH  
 LW0925  ___________________________________________________________________
 LW0925  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 LW0925  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW0925
 LW0925  HORZ ORDER  -  THIRD
 LW0925  VERT ORDER  -  SECOND    CLASS 0
 LW0925
 LW0925.The horizontal coordinates were established by classical geodetic methods
 LW0925.and adjusted by the National Geodetic Survey in August 1998..
 LW0925
 LW0925.The orthometric height was key entered from printed documents
 LW0925.and not key verified.
 LW0925
 LW0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0925
 LW0925.The geoid height was determined by GEOID03.
 LW0925
 LW0925;                    North         East     Units Scale Factor Converg.
 LW0925;SPC RI       -    10,909.882    93,729.072   MT  0.99999423   -0 02 57.2
 LW0925;SPC RI       -    35,793.50    307,509.46   sFT  0.99999423   -0 02 57.2
 LW0925;UTM  19      - 4,562,106.912   284,045.889   MT  1.00017400   -1 41 45.5
 LW0925
 LW0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0925!SPC RI       -   1.00000452  x   0.99999423  =   0.99999875
 LW0925!UTM  19      -   1.00000452  x   1.00017400  =   1.00017852
 LW0925
 LW0925:                Primary Azimuth Mark                     Grid Az
 LW0925:SPC RI       -  YACHT                                    299 28 24.7
 LW0925:UTM  19      -  YACHT                                    301 07 13.0
 LW0925
 LW0925|---------------------------------------------------------------------|
 LW0925| PID    Reference Object                     Distance      Geod. Az  |
 LW0925|                                                           dddmmss.s |
 LW0925| LW3114 YACHT                               APPROX. 0.6 KM 2992527.5 |
 LW0925|---------------------------------------------------------------------|
 LW0925
 LW0925                          SUPERSEDED SURVEY CONTROL
 LW0925
 LW0925  NAD 83(1996)-  41 10 53.56715(N)    071 34 29.06221(W) AD(       ) 3
 LW0925  NAD 83(1992)-  41 10 53.56708(N)    071 34 29.06232(W) AD(       ) 3
 LW0925  NAD 83(1992)-  41 10 53.56609(N)    071 34 29.06307(W) AD(       ) 3
 LW0925  NAD 83(1986)-  41 10 53.56630(N)    071 34 29.06086(W) AD(       ) 3
 LW0925  NAD 27      -  41 10 53.19800(N)    071 34 30.85100(W) AD(       ) 3
 LW0925
 LW0925.Superseded values are not recommended for survey control.
 LW0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0925.See file dsdata.txt to determine how the superseded data were derived.
 LW0925
 LW0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8404662107(NAD 83)
 LW0925_MARKER: DS = TRIANGULATION STATION DISK
 LW0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0925_STAMPING: STEAM 1941
 LW0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0925+STABILITY: SURFACE MOTION
 LW0925
 LW0925  HISTORY     - Date     Condition        Report By
 LW0925  HISTORY     - 1941     MONUMENTED       CGS
 LW0925  HISTORY     - 1943     GOOD             NGS
 LW0925
 LW0925                          STATION DESCRIPTION
 LW0925
 LW0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HCW)
 LW0925'STATION IS ON MADE GROUND BETWEEN THE SEA WALLS INSHORE FROM THE
 LW0925'STEAMBOAT WHARF AT GREAT SALT POND, BLOCK ISLAND, 6.7 METERS
 LW0925'WEST OF THE CENTER LINE OF THE ROAD LEADING TO THE WHARF, 2.4
 LW0925'METERS EAST OF WEST SIDE OF SEA WALL AND 8.8 METERS NORTH OF
 LW0925'SOUTH SIDE OF THE FILL WHERE IT MAKES JUNCTION WITH FAST
 LW0925'LAND.  PROPOSED CHANGES IN CONSTRUCTION MAY DESTROY THIS STATION
 LW0925'EVENTUALLY.  R.M. NO. 1 IS BENCH MARK NO. 11 WHICH IS A
 LW0925'STANDARD DISK BM CEMENTED IN A DRILL HOLE IN THE TOP OF A
 LW0925'BOULDER ON THE HIGH WATER LINE ON THE EAST SIDE OF THE SEA
 LW0925'WALL, 9 FEET SOUTH OF THE NORTHEAST CORNER OF THE SEA WALL.
 LW0925'R.M. NO. 2 IS BM 10 (1919) WHICH IS A STANDARD DISK BM SET
 LW0925'IN CONCRETE BASE AND SITUATED ON THE LAWN OF NARRAGANSETT HOUSE, IN
 LW0925'THE NORTHEAST CORNER OF THE LAWN 45.5 FEET WEST OF CENTER
 LW0925'LINE OF ROAD, 20 FEET SOUTH OF EDGE LAWN, 28 FEET SOUTHWEST OF
 LW0925'RIP RAP AT INSHORE END OF STEAMBOAT WHARF AND 26 FEET WEST OF EDGE
 LW0925'OF CURB.  THE MARK IS FLUSH WITH OR SLIGHTLY UNDER THE SURFACE
 LW0925'OF THE GROUND.
 LW0925'
 LW0925'STATION MARK IS A STANDARD DISK SET IN CONCRETE AS DESCRIBED IN
 LW0925'NOTE 1A.
 LW0925'
 LW0925'HEIGHT OF LIGHT ABOVE STATION MARK 0 METER.
 LW0925
 LW0925                          STATION RECOVERY (1943)
 LW0925
 LW0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0925'AT BLOCK ISLAND.
 LW0925'ON BLOCK ISLAND, NEWPORT COUNTY, NEAR THE SOUTH END OF THE NEW
 LW0925'(1943) STEAMBOAT DOCK, BETWEEN THE DOCK ROAD AND THE WEST EDGE
 LW0925'OF A FILL, 29 FEET NORTH OF THE SOUTH END OF THE FILL, AND 22
 LW0925'FEET WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD
 LW0925'TRIANGULATION-STATION DISK, STAMPED STEAM 1941 AND SET IN THE TOP
 LW0925'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2541 ***********************************************************************
 LW2541  DESIGNATION -  STEVENS 1912
 LW2541  PID         -  LW2541
 LW2541  STATE/COUNTY-  RI/KENT
 LW2541  USGS QUAD   -  EAST GREENWICH (1975)
 LW2541
 LW2541                         *CURRENT SURVEY CONTROL
 LW2541  ___________________________________________________________________
 LW2541* NAD 83(1996)-  41 44 43.98726(N)    071 22 54.28627(W)     ADJUSTED  
 LW2541* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW2541  ___________________________________________________________________
 LW2541  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 LW2541  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW2541
 LW2541  HORZ ORDER  -  THIRD
 LW2541
 LW2541.The horizontal coordinates were established by classical geodetic methods
 LW2541.and adjusted by the National Geodetic Survey in August 1998..
 LW2541
 LW2541.The orthometric height was scaled from a topographic map.
 LW2541
 LW2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2541
 LW2541.The geoid height was determined by GEOID03.
 LW2541
 LW2541;                    North         East     Units Scale Factor Converg.
 LW2541;SPC RI       -    73,553.583   109,836.292   MT  0.99999494   +0 04 43.5
 LW2541;SPC RI       -   241,317.05    360,354.57   sFT  0.99999494   +0 04 43.5
 LW2541;UTM  19      - 4,624,267.298   301,959.021   MT  1.00008265   -1 35 10.8
 LW2541
 LW2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2541!SPC RI       -   1.00000329  x   0.99999494  =   0.99999823
 LW2541!UTM  19      -   1.00000329  x   1.00008265  =   1.00008594
 LW2541
 LW2541|---------------------------------------------------------------------|
 LW2541| PID    Reference Object                     Distance      Geod. Az  |
 LW2541|                                                           dddmmss.s |
 LW2541| LW2544 GASPE USE 1913                      372.089 METERS 14630     |
 LW2541| LW2724 PAWTUXET 1863                       APPROX. 2.3 KM 3493335.5 |
 LW2541|---------------------------------------------------------------------|
 LW2541
 LW2541                          SUPERSEDED SURVEY CONTROL
 LW2541
 LW2541  NAD 83(1996)-  41 44 43.98699(N)    071 22 54.28615(W) AD(       ) 3
 LW2541  NAD 83(1992)-  41 44 43.98566(N)    071 22 54.28539(W) AD(       ) 3
 LW2541  NAD 83(1992)-  41 44 43.98538(N)    071 22 54.28543(W) AD(       ) 3
 LW2541  NAD 83(1986)-  41 44 43.98566(N)    071 22 54.28470(W) AD(       ) 3
 LW2541  NAD 27      -  41 44 43.64100(N)    071 22 56.13700(W) AD(       ) 3
 LW2541
 LW2541.Superseded values are not recommended for survey control.
 LW2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2541.See file dsdata.txt to determine how the superseded data were derived.
 LW2541
 LW2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0195924267(NAD 83)
 LW2541
 LW2541  HISTORY     - Date     Condition        Report By
 LW2541  HISTORY     - UNK      MONUMENTED
 LW2541  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2541  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2541  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2541
 LW2541                          STATION DESCRIPTION
 LW2541
 LW2541'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2541'STATION IS ON THE W SIDE OF PROVIDENCE RIVER ON THE BLUFF BACK
 LW2541'OF GASPEE POINT AND NEAR THE MOUTH OF MUD COVE.  THE STATION IS
 LW2541'MARKED BY A STANDARD DISK STATION MARK SET IN CONCRETE AT THE
 LW2541'CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.  THE
 LW2541'SUBSURFACE MARK IS A BURIED BOTTLE.  A REFERENCE MARK IS SW
 LW2541'BY W FROM THE STATION, BUT ITS DISTANCE AND MARKING ARE NOT
 LW2541'GIVEN.
 LW2541
 LW2541                          STATION RECOVERY (1935)
 LW2541
 LW2541'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2541'UNABLE TO FIND STATION.
 LW2541'
 LW2541'HAVE MADE TWO ATTEMPTS TO FIND THIS MARK.  THE FIRST TIME, SNOW
 LW2541'ON THE GROUND AND FROZEN EARTH MADE A THOROUGH SEARCH IMPOSSIBLE.
 LW2541'
 LW2541'THE OWNER OF A COTTAGE ON THIS BLUFF STATES THAT HE HAS NEVER
 LW2541'SEEN IT AND THAT THE BLUFF HAS GRADUALLY BEEN EATEN AWAY.
 LW2541'
 LW2541'THE ENGINEER FOR THE RHODE ISLAND COMMISSIONERS OF SHELL FISHERIES
 LW2541'FOUND THE STATION A NUMBER OF YEARS AGO, AND DESCRIBED IT AS
 LW2541'BEING 1.5 METERS FROM THE TOP OF THE SLOPE, 17 METERS FROM THE
 LW2541'GULLEY TO THE NW, 15 METERS FROM THE GULLEY TO THE SE, AND 0.1
 LW2541'METER ABOVE THE GROUND.
 LW2541'
 LW2541'AT THE RATE THIS BLUFF APPEARS TO BE RECEDING, IT IS PROBABLE
 LW2541'THAT A MARK ONLY 1.5 METERS FROM THE EDGE HAS BEEN WASHED OUT.
 LW2541
 LW2541                          STATION RECOVERY (1956)
 LW2541
 LW2541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2541'THE STATION IS LOST.  NO EVIDENCE OF THE STATION COULD BE
 LW2541'FOUND.  THE BLUFF HAS BEEN PROBABLY WASHED AWAY, AS REPORTED IN
 LW2541'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5728 ***********************************************************************
 LW5728  DESIGNATION -  STOOK
 LW5728  PID         -  LW5728
 LW5728  STATE/COUNTY-  RI/WASHINGTON
 LW5728  USGS QUAD   -  WICKFORD (1995)
 LW5728
 LW5728                         *CURRENT SURVEY CONTROL
 LW5728  ___________________________________________________________________
 LW5728* NAD 83(1996)-  41 31 49.69704(N)    071 27 12.36905(W)     ADJUSTED  
 LW5728* NAVD 88     -        29.61   (+/-2cm)      97.1    (feet)  VERTCON   
 LW5728  ___________________________________________________________________
 LW5728  X           -   1,520,951.418 (meters)                     COMP
 LW5728  Y           -  -4,533,397.396 (meters)                     COMP
 LW5728  Z           -   4,206,706.000 (meters)                     COMP
 LW5728  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 LW5728  ELLIP HEIGHT-          -0.50  (meters)          (06/13/02) GPS OBS
 LW5728  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW5728
 LW5728  HORZ ORDER  -  FIRST
 LW5728  VERT ORDER  -  THIRD ? (See Below)
 LW5728  ELLP ORDER  -  FOURTH    CLASS II
 LW5728
 LW5728.The horizontal coordinates were established by GPS observations
 LW5728.and adjusted by the National Geodetic Survey in August 1998..
 LW5728
 LW5728.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5728.The vertical order pertains to the NGVD 29 superseded value.
 LW5728
 LW5728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5728
 LW5728.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5728
 LW5728.The ellipsoidal height was determined by GPS observations
 LW5728.and is referenced to NAD 83.
 LW5728
 LW5728.The geoid height was determined by GEOID03.
 LW5728
 LW5728;                    North         East     Units Scale Factor Converg.
 LW5728;SPC RI       -    49,659.821   103,886.081   MT  0.99999394   +0 01 51.1
 LW5728;SPC RI       -   162,925.60    340,832.92   sFT  0.99999394   +0 01 51.1
 LW5728;UTM  19      - 4,600,553.634   295,317.789   MT  1.00011560   -1 37 38.1
 LW5728
 LW5728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5728!SPC RI       -   1.00000008  x   0.99999394  =   0.99999402
 LW5728!UTM  19      -   1.00000008  x   1.00011560  =   1.00011568
 LW5728
 LW5728                          SUPERSEDED SURVEY CONTROL
 LW5728
 LW5728  ELLIP H (08/17/98)   -0.50   (m)                       GP(       ) 4 1
 LW5728  NAD 83(1996)-  41 31 49.69622(N)    071 27 12.36831(W) AD(       ) 1
 LW5728  NAD 83(1992)-  41 31 49.69557(N)    071 27 12.36831(W) AD(       ) 1
 LW5728  ELLIP H (01/17/96)   -0.55   (m)                       GP(       ) 4 2
 LW5728  NAD 83(1992)-  41 31 49.69491(N)    071 27 12.36821(W) AD(       ) 1
 LW5728  NAD 83(1986)-  41 31 49.69443(N)    071 27 12.36741(W) AD(       ) 1
 LW5728  NGVD 29 (07/21/92)   29.89   (m)           98.1    (f) LEVELING    3  
 LW5728
 LW5728.Superseded values are not recommended for survey control.
 LW5728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5728.See file dsdata.txt to determine how the superseded data were derived.
 LW5728
 LW5728_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9531800554(NAD 83)
 LW5728_MARKER: I = METAL ROD
 LW5728_SETTING: 66 = SET IN ROCK OUTCROP
 LW5728_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW5728_STAMPING: STOOK 1987
 LW5728_MARK LOGO: AEROS 
 LW5728_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5728+STABILITY: POSITION/ELEVATION WELL
 LW5728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5728+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LW5728
 LW5728  HISTORY     - Date     Condition        Report By
 LW5728  HISTORY     - 1987     MONUMENTED       AEROS
 LW5728
 LW5728                          STATION DESCRIPTION
 LW5728
 LW5728'DESCRIBED BY AERO SERVICE CORPORATION 1987
 LW5728'THE STATION IS 5 KM (3.10 MI) SOUTH OF WICKFORD, 8 KM (4.95 MI)
 LW5728'NORTHEAST OF THE UNIVERSITY OF RHODE ISLAND AND IN THE TOWN OF NORTH
 LW5728'KINGSTOWN
 LW5728'TO REACH FROM THE NORTHERN INTERSECTION OF RTE 138 AND RTE 1 GO EAST
 LW5728'ON RTE 1 FOR 1.3 KM (0.80 MI) TO THE STATION ON THE RIGHT.  THE MARK
 LW5728'IS AT THE TOP OF A LARGE ROCK OUTCROP AND NEAR A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2944 ***********************************************************************
 LW2944  DESIGNATION -  SUB MG 1940
 LW2944  PID         -  LW2944
 LW2944  STATE/COUNTY-  RI/NEWPORT
 LW2944  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2944
 LW2944                         *CURRENT SURVEY CONTROL
 LW2944  ___________________________________________________________________
 LW2944* NAD 83(1996)-  41 29 24.82770(N)    071 23 57.66403(W)     ADJUSTED  
 LW2944* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW2944  ___________________________________________________________________
 LW2944  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW2944  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW2944
 LW2944  HORZ ORDER  -  SECOND
 LW2944
 LW2944.The horizontal coordinates were established by classical geodetic methods
 LW2944.and adjusted by the National Geodetic Survey in August 1998..
 LW2944
 LW2944.The orthometric height was scaled from a topographic map.
 LW2944
 LW2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2944
 LW2944.The geoid height was determined by GEOID03.
 LW2944
 LW2944;                    North         East     Units Scale Factor Converg.
 LW2944;SPC RI       -    45,194.321   108,405.007   MT  0.99999462   +0 04 00.0
 LW2944;SPC RI       -   148,275.03    355,658.76   sFT  0.99999462   +0 04 00.0
 LW2944;UTM  19      - 4,595,958.792   299,706.150   MT  1.00009373   -1 35 24.3
 LW2944
 LW2944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2944!SPC RI       -   1.00000351  x   0.99999462  =   0.99999813
 LW2944!UTM  19      -   1.00000351  x   1.00009373  =   1.00009724
 LW2944
 LW2944                          SUPERSEDED SURVEY CONTROL
 LW2944
 LW2944  NAD 83(1996)-  41 29 24.82711(N)    071 23 57.66326(W) AD(       ) 2
 LW2944  NAD 83(1992)-  41 29 24.82617(N)    071 23 57.66333(W) AD(       ) 2
 LW2944  NAD 83(1992)-  41 29 24.82555(N)    071 23 57.66309(W) AD(       ) 2
 LW2944  NAD 83(1986)-  41 29 24.82588(N)    071 23 57.66083(W) AD(       ) 2
 LW2944  NAD 27      -  41 29 24.45900(N)    071 23 59.45800(W) AD(       ) 2
 LW2944
 LW2944.Superseded values are not recommended for survey control.
 LW2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2944.See file dsdata.txt to determine how the superseded data were derived.
 LW2944
 LW2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9970695959(NAD 83)
 LW2944_MARKER: Z = SEE DESCRIPTION
 LW2944_SETTING: 0 = UNSPECIFIED SETTING
 LW2944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2944
 LW2944  HISTORY     - Date     Condition        Report By
 LW2944  HISTORY     - 1940     MONUMENTED       CGS
 LW2944  HISTORY     - 20050921 MARK NOT FOUND   USPSQD
 LW2944
 LW2944                          STATION DESCRIPTION
 LW2944
 LW2944'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2944'THIS STATION IS AT FORT GETTY, 29.4722 M. N-NE OF STATION GETTY.
 LW2944'IT IS THE INSTRUMENT CENTER IN A 3-IN. IRON PIPE.  IT IS IN THE
 LW2944'CENTER OF THE SUNKEN INSTRUMENT ROOM AT THE SE END OF BATTERY
 LW2944'HOUSE, AT THE BATTERY COMMANDERS TELEPHONE.
 LW2944'
 LW2944'IT WAS LOCATED BY TRAVERSE FROM STATION GETTY.
 LW2944'
 LW2944'THIS IS A TRAVERSE STATION.
 LW2944
 LW2944                          STATION RECOVERY (2005)
 LW2944
 LW2944'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2944'THE SUNKEN INSTRUMENT ROOM WAS FOUND, BUT IT WAS FILLED WITH EARTH AND
 LW2944'TOPPED WITH VEGETATION.
 LW2944' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3353 ***********************************************************************
 LW3353  DESIGNATION -  SUGAR ROCK BEACON
 LW3353  PID         -  LW3353
 LW3353  STATE/COUNTY-  RI/WASHINGTON
 LW3353  USGS QUAD   -  MYSTIC (1984)
 LW3353
 LW3353                         *CURRENT SURVEY CONTROL
 LW3353  ___________________________________________________________________
 LW3353* NAD 83(1996)-  41 17 41.07158(N)    071 52 43.89750(W)     ADJUSTED  
 LW3353* NAVD 88     -                                                        
 LW3353  ___________________________________________________________________
 LW3353  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 LW3353  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW3353
 LW3353  HORZ ORDER  -  THIRD
 LW3353
 LW3353.The horizontal coordinates were established by classical geodetic methods
 LW3353.and adjusted by the National Geodetic Survey in August 1998..
 LW3353
 LW3353
 LW3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3353
 LW3353.The geoid height was determined by GEOID03.
 LW3353
 LW3353;                    North         East     Units Scale Factor Converg.
 LW3353;SPC RI       -    23,547.634    68,267.096   MT  1.00000614   -0 15 00.1
 LW3353;SPC RI       -    77,255.86    223,972.96   sFT  1.00000614   -0 15 00.1
 LW3353;SPC CT       -   204,010.898   377,764.791   MT  0.99999179   +0 34 39.4
 LW3353;SPC CT       -   669,325.75  1,239,383.32   sFT  0.99999179   +0 34 39.4
 LW3353;UTM  19      - 4,575,475.296   258,951.938   MT  1.00031514   -1 54 02.8
 LW3353
 LW3353                          SUPERSEDED SURVEY CONTROL
 LW3353
 LW3353  NAD 83(1992)-  41 17 41.07028(N)    071 52 43.89665(W) AD(       ) 4
 LW3353  NAD 83(1986)-  41 17 41.06975(N)    071 52 43.90073(W) AD(       ) 4
 LW3353  NAD 27      -  41 17 40.71000(N)    071 52 45.65000(W) AD(       ) 3
 LW3353
 LW3353.Superseded values are not recommended for survey control.
 LW3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3353.See file dsdata.txt to determine how the superseded data were derived.
 LW3353
 LW3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5895275475(NAD 83)
 LW3353_MARKER: 16 = DAYBEACON
 LW3353
 LW3353  HISTORY     - Date     Condition        Report By
 LW3353  HISTORY     - 1904     FIRST OBSERVED   CGS
 LW3353  HISTORY     - 1948     GOOD             CGS
 LW3353  HISTORY     - 1954     GOOD             CGS
 LW3353  HISTORY     - 1989     GOOD             USPSQD
 LW3353
 LW3353                          STATION DESCRIPTION
 LW3353
 LW3353'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3353'THIS BEACON IS LOCATED APPROXIMATELY 1-1/8 MILES SW OF THE WATCH
 LW3353'HILL LIGHTHOUSE AND APPROXIMATELY 3/4 MILE SE OF NAPATREE
 LW3353'POINT.  THIS BEACON IS A ROUND SHAFT OF STEEL RISING OUT OF WATER
 LW3353'WITH A STEEL CROSS ARM AT THE TOP.  THE BEACON IS BENT TOWARD THE
 LW3353'WATCH HILL SHORE.
 LW3353
 LW3353                          STATION RECOVERY (1954)
 LW3353
 LW3353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3353'STATION RECOVERED.  DAY BEACON STILL EXISTS AS DESCRIBED IN THE
 LW3353'1948 RECOVERY NOTE BY R.J.S.
 LW3353
 LW3353                          STATION RECOVERY (1989)
 LW3353
 LW3353'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3014 ***********************************************************************
 LW3014  DESIGNATION -  SUGARLOAF HILL 1869
 LW3014  PID         -  LW3014
 LW3014  STATE/COUNTY-  RI/WASHINGTON
 LW3014  USGS QUAD   -  KINGSTON (1975)
 LW3014
 LW3014                         *CURRENT SURVEY CONTROL
 LW3014  ___________________________________________________________________
 LW3014* NAD 83(1996)-  41 26 04.78956(N)    071 30 38.40884(W)     ADJUSTED  
 LW3014* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 LW3014  ___________________________________________________________________
 LW3014  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 LW3014  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW3014
 LW3014  HORZ ORDER  -  THIRD
 LW3014
 LW3014.The horizontal coordinates were established by classical geodetic methods
 LW3014.and adjusted by the National Geodetic Survey in August 1998..
 LW3014
 LW3014.The orthometric height was scaled from a topographic map.
 LW3014
 LW3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3014
 LW3014.The geoid height was determined by GEOID03.
 LW3014
 LW3014;                    North         East     Units Scale Factor Converg.
 LW3014;SPC RI       -    39,018.189    99,108.280   MT  0.99999376   -0 00 25.4
 LW3014;SPC RI       -   128,012.18    325,157.75   sFT  0.99999376   -0 00 25.4
 LW3014;UTM  19      - 4,590,053.154   290,233.667   MT  1.00014154   -1 39 43.5
 LW3014
 LW3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3014!SPC RI       -   0.99999837  x   0.99999376  =   0.99999213
 LW3014!UTM  19      -   0.99999837  x   1.00014154  =   1.00013991
 LW3014
 LW3014:                Primary Azimuth Mark                     Grid Az
 LW3014:SPC RI       -  WAKEFIELD CHURCH GRAY SPIRE              060 49 59.1
 LW3014:UTM  19      -  WAKEFIELD CHURCH GRAY SPIRE              062 29 17.2
 LW3014
 LW3014|---------------------------------------------------------------------|
 LW3014| PID    Reference Object                     Distance      Geod. Az  |
 LW3014|                                                           dddmmss.s |
 LW3014| LW2934 WAKEFIELD CHURCH GRAY SPIRE         APPROX. 1.3 KM 0604933.7 |
 LW3014| LW2982 BEAVERTAIL LIGHTHOUSE               APPROX. 9.4 KM 0800010.9 |
 LW3014| LW2993 HAZARDS CASTLE                      APPROX. 4.9 KM 1154927.6 |
 LW3014|---------------------------------------------------------------------|
 LW3014
 LW3014                          SUPERSEDED SURVEY CONTROL
 LW3014
 LW3014  NAD 83(1996)-  41 26 04.78868(N)    071 30 38.40795(W) AD(       ) 3
 LW3014  NAD 83(1992)-  41 26 04.78814(N)    071 30 38.40810(W) AD(       ) 3
 LW3014  NAD 83(1992)-  41 26 04.78712(N)    071 30 38.40811(W) AD(       ) 3
 LW3014  NAD 83(1986)-  41 26 04.78679(N)    071 30 38.40762(W) AD(       ) 3
 LW3014  NAD 27      -  41 26 04.42700(N)    071 30 40.17500(W) AD(       ) 3
 LW3014
 LW3014.Superseded values are not recommended for survey control.
 LW3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3014.See file dsdata.txt to determine how the superseded data were derived.
 LW3014
 LW3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9023490053(NAD 83)
 LW3014_MARKER: H = DRILL HOLE
 LW3014_SETTING: 80 = SET IN A BOULDER
 LW3014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3014+STABILITY: SURFACE MOTION
 LW3014
 LW3014  HISTORY     - Date     Condition        Report By
 LW3014  HISTORY     - 1869     MONUMENTED       CGS
 LW3014  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW3014  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW3014  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW3014  HISTORY     - 1949     SEE DESCRIPTION  CGS
 LW3014  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW3014  HISTORY     - 19881002 GOOD             USPSQD
 LW3014
 LW3014                          STATION DESCRIPTION
 LW3014
 LW3014'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW3014'STATION IS ON THE SUMMIT OF A HILL IN THE WESTERN PART OF
 LW3014'WAKEFIELD AND IMMEDIATELY N OF THE ROAD LEADING TO
 LW3014'CHARLESTOWN.  THE STATION IS MARKED BY A STANDARD BRONZE DISK
 LW3014'SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE, AS DESCRIBED
 LW3014'IN NOTE 6B.  THE ORIGINAL MARK, A DRILL HOLE IN A SMALL BOULDER,
 LW3014'WAS IN 1912 SUNK TO DEPTH OF 3 FEET TO SERVE AS UNDERGROUND
 LW3014'MARK.  A REFERENCE MARK, STANDARD BRONZE DISK WEDGED IN A DRILL
 LW3014'HOLE IN A BOULDER, IS 2.61 METERS (8.56 FEET) TO THE NORTHWARD
 LW3014'OF THE STATION.
 LW3014
 LW3014                          STATION RECOVERY (1934)
 LW3014
 LW3014'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3014'DISKS OF STATION AND REFERENCE FOUND SET IN TILE FLOOR OF
 LW3014'ENCLOSED PORCH OF HOUSE.
 LW3014
 LW3014                          STATION RECOVERY (1934)
 LW3014
 LW3014'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3014'IN 1914, A SUMMER HOME WAS BUILT ON THE SUMMIT OF THIS HILL.  THE
 LW3014'FIRST OWNER IS DEAD.  THE CONTRACTOR, I AM TOLD, IS ALSO DEAD.
 LW3014'
 LW3014'WHEN THE HOUSE WAS BUILT, THE STATION AND REFERENCE DISKS WERE
 LW3014'SAVED AND PLACED IN THE STONE FLOOR OF THE PORCH.
 LW3014'
 LW3014'AS PLACED, THE REFERENCE DISK IS 8.56 FEET S OF THE STATION
 LW3014'DISK, INSTEAD OF N AS IN THE PUBLISHED DESCRIPTION.  WHAT
 LW3014'BECAME OF THE UNDERGROUND MARK I WAS UNABLE TO DISCOVER.
 LW3014'
 LW3014'THE OWNER, AT THIS TIME, IS FRANK T. BUDGE OF FLORIDA, AND HIS
 LW3014'CARETAKER IS ISAAC DORAN WHO LIVES NEARBY ON WILLARD AVENUE,
 LW3014'WAKEFIELD.
 LW3014'
 LW3014'NOTE--THIS STATION IS DESCRIBED UNDER THE HEADING NARRAGANSETT
 LW3014'BAY AND EASTWARD AND IS ON THE SKETCH OF POINT JUDITH WESTWARD.
 LW3014
 LW3014                          STATION RECOVERY (1949)
 LW3014
 LW3014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 LW3014'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED IN
 LW3014'1934.  DESCRIPTION IS ADEQUATE.  ENTRANCE TO DWELLING MAY BE
 LW3014'OBTAINED THROUGH MR. R. A. HELLIWELL WHO LIVES IN WHITE HOUSE
 LW3014'DIRECTLY IN BACK OF STATION.
 LW3014
 LW3014                          STATION RECOVERY (1954)
 LW3014
 LW3014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3014'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE
 LW3014'1934 RECOVERY NOTE BY THE RHODE ISLAND GEODETIC SURVEY IS
 LW3014'ADEQUATE AND COMPLETE, EXCEPT FOR THE FOLLOWING--
 LW3014'
 LW3014'THE STATION AND REFERENCE MARK ARE NOT STAMPED.  THE OWNERS
 LW3014'NAME SHOULD BE CHANGED FROM FRANK T. BUDGE TO JAMES ATTMORE
 LW3014'WRIGHT, JR., OF CORAL GABLES, FLORIDA.
 LW3014
 LW3014                          STATION RECOVERY (1988)
 LW3014
 LW3014'RECOVERY NOTE BY US POWER SQUADRON 1988 (WW)
 LW3014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3292 ***********************************************************************
 LW3292  DESIGNATION -  SUNNYLANDS CHIMNEY
 LW3292  PID         -  LW3292
 LW3292  STATE/COUNTY-  RI/WASHINGTON
 LW3292  USGS QUAD   -  WATCH HILL (1984)
 LW3292
 LW3292                         *CURRENT SURVEY CONTROL
 LW3292  ___________________________________________________________________
 LW3292* NAD 83(1996)-  41 20 39.00191(N)    071 49 31.50456(W)     ADJUSTED  
 LW3292* NAVD 88     -                                                        
 LW3292  ___________________________________________________________________
 LW3292  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LW3292  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW3292
 LW3292  HORZ ORDER  -  THIRD
 LW3292
 LW3292.The horizontal coordinates were established by classical geodetic methods
 LW3292.and adjusted by the National Geodetic Survey in August 1998..
 LW3292
 LW3292
 LW3292.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3292
 LW3292.The geoid height was determined by GEOID03.
 LW3292
 LW3292;                    North         East     Units Scale Factor Converg.
 LW3292;SPC RI       -    29,018.610    72,763.967   MT  1.00000288   -0 12 53.9
 LW3292;SPC RI       -    95,205.22    238,726.45   sFT  1.00000288   -0 12 53.9
 LW3292;SPC CT       -   209,546.195   382,182.085   MT  0.99998858   +0 36 47.0
 LW3292;SPC CT       -   687,486.14  1,253,875.72   sFT  0.99998858   +0 36 47.0
 LW3292;UTM  19      - 4,580,815.983   263,606.000   MT  1.00028778   -1 52 02.2
 LW3292
 LW3292                          SUPERSEDED SURVEY CONTROL
 LW3292
 LW3292  NAD 83(1992)-  41 20 39.00059(N)    071 49 31.50376(W) AD(       ) 4
 LW3292  NAD 83(1986)-  41 20 38.99962(N)    071 49 31.50598(W) AD(       ) 4
 LW3292  NAD 27      -  41 20 38.64800(N)    071 49 33.26500(W) AD(       ) 3
 LW3292
 LW3292.Superseded values are not recommended for survey control.
 LW3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3292.See file dsdata.txt to determine how the superseded data were derived.
 LW3292
 LW3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6360680816(NAD 83)
 LW3292_MARKER: 85 = CHIMNEY
 LW3292
 LW3292  HISTORY     - Date     Condition        Report By
 LW3292  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3292  HISTORY     - 1948     GOOD             CGS
 LW3292  HISTORY     - 1954     GOOD             CGS
 LW3292  HISTORY     - 1984     GOOD             USPSQD
 LW3292  HISTORY     - 1989     GOOD             USPSQD
 LW3292
 LW3292                          STATION DESCRIPTION
 LW3292
 LW3292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3292'THE HOUSE IS ON THE E BANK OF THE PAWCATUCK RIVER ABOUT 1/4 MILE
 LW3292'S OF THE WESTERLY CEMETERY.  THE HOUSE IS A THREE-STORY STUCCO
 LW3292'BUILDING WITH GREEN TRIMMING.  THERE ARE THREE WHITE CHIMNEYS
 LW3292'OF EQUAL HEIGHT.
 LW3292'
 LW3292'THE STATION IS THE CENTER LINE OF THE MOST NORTHERLY OF THE
 LW3292'THREE CHIMNEYS AND IS AT THE W EDGE NEAR THE N END OF THE
 LW3292'HOUSE.  HEIGHT ABOUT 50 FEET.
 LW3292'
 LW3292'THE ESTATE IS KNOWN AS SUNNYLANDS.
 LW3292
 LW3292                          STATION RECOVERY (1948)
 LW3292
 LW3292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3292'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 LW3292'WITH THE FOLLOWING EXCEPTION--
 LW3292'
 LW3292'THE PROPERTY IS NOW OWNED BY W.T. ANDREWS.
 LW3292
 LW3292                          STATION RECOVERY (1954)
 LW3292
 LW3292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3292'STATION RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION--
 LW3292'
 LW3292'CHIMNEY HAS BEEN SHORTENED OR LOWERED, AND IS NOW THE LOWEST
 LW3292'ONE OF THREE CHIMNEYS AND SURMOUNTED BY A VENTILATOR.
 LW3292
 LW3292                          STATION RECOVERY (1984)
 LW3292
 LW3292'RECOVERY NOTE BY US POWER SQUADRON 1984 (BAM)
 LW3292'STATION RECOVERED IN GOOD CONDITION WITH FOLLOWING
 LW3292'EXCEPTION--PROPERTY IS NOW OWNED BY MRS. KLYMENKO.  PROPERTY IS NOW
 LW3292'KNOWN AS VILLA GRANDA.
 LW3292
 LW3292                          STATION RECOVERY (1989)
 LW3292
 LW3292'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3314 ***********************************************************************
 LW3314  DESIGNATION -  SUNSET HILL USE 1909
 LW3314  PID         -  LW3314
 LW3314  STATE/COUNTY-  RI/WASHINGTON
 LW3314  USGS QUAD   -  WATCH HILL (1984)
 LW3314
 LW3314                         *CURRENT SURVEY CONTROL
 LW3314  ___________________________________________________________________
 LW3314* NAD 83(1996)-  41 18 50.00928(N)    071 51 15.75738(W)     ADJUSTED  
 LW3314* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 LW3314  ___________________________________________________________________
 LW3314  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 LW3314  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LW3314
 LW3314  HORZ ORDER  -  THIRD
 LW3314
 LW3314.The horizontal coordinates were established by classical geodetic methods
 LW3314.and adjusted by the National Geodetic Survey in August 1998..
 LW3314
 LW3314.The orthometric height was scaled from a topographic map.
 LW3314
 LW3314.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3314
 LW3314.The geoid height was determined by GEOID03.
 LW3314
 LW3314;                    North         East     Units Scale Factor Converg.
 LW3314;SPC RI       -    25,665.690    70,326.480   MT  1.00000458   -0 14 02.2
 LW3314;SPC RI       -    84,204.85    230,729.46   sFT  1.00000458   -0 14 02.2
 LW3314;SPC CT       -   206,158.453   379,793.334   MT  0.99999046   +0 35 37.9
 LW3314;SPC CT       -   676,371.52  1,246,038.63   sFT  0.99999046   +0 35 37.9
 LW3314;UTM  19      - 4,577,533.763   261,072.137   MT  1.00030261   -1 53 07.1
 LW3314
 LW3314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3314!SPC RI       -   1.00000172  x   1.00000458  =   1.00000630
 LW3314!SPC CT       -   1.00000172  x   0.99999046  =   0.99999218
 LW3314!UTM  19      -   1.00000172  x   1.00030261  =   1.00030433
 LW3314
 LW3314                          SUPERSEDED SURVEY CONTROL
 LW3314
 LW3314  NAD 83(1992)-  41 18 50.00797(N)    071 51 15.75656(W) AD(       ) 3
 LW3314  NAD 83(1986)-  41 18 50.00697(N)    071 51 15.75963(W) AD(       ) 3
 LW3314  NAD 27      -  41 18 49.65200(N)    071 51 17.51800(W) AD(       ) 3
 LW3314
 LW3314.Superseded values are not recommended for survey control.
 LW3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3314.See file dsdata.txt to determine how the superseded data were derived.
 LW3314
 LW3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6107277534(NAD 83)
 LW3314_MARKER: H = DRILL HOLE
 LW3314_SETTING: 80 = SET IN A BOULDER
 LW3314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3314+STABILITY: SURFACE MOTION
 LW3314
 LW3314  HISTORY     - Date     Condition        Report By
 LW3314  HISTORY     - 1909     MONUMENTED       USE
 LW3314  HISTORY     - 1912     GOOD             CGS
 LW3314  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3314  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3314  HISTORY     - 1934     MARK NOT FOUND   CGS
 LW3314  HISTORY     - 1948     MARK NOT FOUND   CGS
 LW3314
 LW3314                          STATION DESCRIPTION
 LW3314
 LW3314'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW3314'STATION IS ON THE HILL OF THAT NAME JUST TO THE NORTHWARD OF
 LW3314'WATCH HILL VILLAGE, AND 3/4 MILE NNE OF WATCH HILL LIGHTHOUSE.  THE
 LW3314'STATION IS MARKED BY A DRILL HOLE IN AN EMBEDDED BOULDER ON THE
 LW3314'W SIDE OF THE HILL AND IN THE NW CORNER OF AN EXCAVATION.  THE
 LW3314'STATION WILL PROBABLY SOON DISAPPEAR, AS IN 1913 PREPARATIONS
 LW3314'WERE BEING MADE FOR THE ERECTION OF A BUILDING ON THE SITE.
 LW3314
 LW3314                          STATION RECOVERY (1934)
 LW3314
 LW3314'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3314'THIS STATION HAS BEEN DESTROYED BY ROAD CONSTRUCTION AT THE SITE.
 LW3314
 LW3314                          STATION RECOVERY (1934)
 LW3314
 LW3314'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3314'A HOUSE OWNED BY MRS. THOMSON NOW OCCUPIES THE TOP OF THIS
 LW3314'HILL.  IN ALL PROBABILITY, THE ROCK IN WHICH THE DRILL HOLE WAS
 LW3314'PLACED WAS EITHER BLASTED OUT OR USED AS A FOUNDATION ON WHICH
 LW3314'TO SUPPORT THE HOUSE.
 LW3314
 LW3314                          STATION RECOVERY (1934)
 LW3314
 LW3314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3314'THE STATION WAS DESTROYED BY EXCAVATION FOR A DWELLING HOUSE
 LW3314'AND SHOULD BE MARKED LOST.
 LW3314
 LW3314                          STATION RECOVERY (1948)
 LW3314
 LW3314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3314'A SEARCH WAS MADE FOR THIS STATION.  IT HAD BEEN REPORTED LOST
 LW3314'FOUR TIMES AND THE PREVIOUS FINDINGS WERE AGAIN CONFIRMED.  THIS
 LW3314'STATION IS DEFINITELY LOST AND IT IS RECOMMENDED THAT IT BE
 LW3314'ELIMINATED FROM FUTURE LISTINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0790 ***********************************************************************
 LW0790  DESIGNATION -  T 1
 LW0790  PID         -  LW0790
 LW0790  STATE/COUNTY-  RI/WASHINGTON
 LW0790  USGS QUAD   -  KINGSTON (1975)
 LW0790
 LW0790                         *CURRENT SURVEY CONTROL
 LW0790  ___________________________________________________________________
 LW0790* NAD 83(1986)-  41 29 39.     (N)    071 32 40.     (W)     SCALED    
 LW0790* NAVD 88     -        35.427  (meters)     116.23   (feet)  POSTED    
 LW0790  ___________________________________________________________________
 LW0790  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LW0790  DYNAMIC HT  -          35.410 (meters)     116.17  (feet)  COMP
 LW0790  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 LW0790
 LW0790  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LW0790
 LW0790.The horizontal coordinates were scaled from a topographic map and have
 LW0790.an estimated accuracy of +/- 6 seconds.
 LW0790
 LW0790.The orthometric height was determined by differential leveling
 LW0790.and adjusted by the National Geodetic Survey in 1992..
 LW0790.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LW0790.rate of 0.0 thru 1.0 mm/km.
 LW0790
 LW0790.The geoid height was determined by GEOID03.
 LW0790
 LW0790.The dynamic height is computed by dividing the NAVD 88
 LW0790.geopotential number by the normal gravity value computed on the
 LW0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0790.degrees latitude (g = 980.6199 gals.).
 LW0790
 LW0790.The modeled gravity was interpolated from observed gravity values.
 LW0790
 LW0790;                    North         East    Units  Estimated Accuracy
 LW0790;SPC RI       -    45,630.       96,290.      MT  (+/- 180 meters Scaled)
 LW0790
 LW0790                          SUPERSEDED SURVEY CONTROL
 LW0790
 LW0790.No superseded survey control is available for this station.
 LW0790
 LW0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF876967(NAD 83)
 LW0790_MARKER: DB = BENCH MARK DISK
 LW0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0790_SP_SET: WALL
 LW0790_STAMPING: ELEV 117.165 FT T 1 1923
 LW0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0790
 LW0790  HISTORY     - Date     Condition        Report By
 LW0790  HISTORY     - 1923     MONUMENTED       CGS
 LW0790  HISTORY     - 1965     GOOD             NGS
 LW0790  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW0790  HISTORY     - 1988     GOOD             USPSQD
 LW0790  HISTORY     - 1989     GOOD             USPSQD
 LW0790  HISTORY     - 19971001 GOOD             USPSQD
 LW0790
 LW0790                          STATION DESCRIPTION
 LW0790
 LW0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0790'1.2 MI NE FROM KINGSTON.
 LW0790'1.25 MILES NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0790'RAILROAD FROM THE STATION AT KINGSTON, ABOUT 0.15 MILE NORTHEAST
 LW0790'OF MILEPOST NH 87, SET IN THE TOP OF THE NORTHEAST END OF THE
 LW0790'NORTHWEST STONE HEAD WALL FOR A 15-FOOT ARCHED CULVERT OVER
 LW0790'THE OUTLET OF HUNDRED ACRE POND, 20.2 FEET NORTHWEST OF THE
 LW0790'NORTHWEST RAIL, 13.6 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 LW0790'HEAD WALL AND 2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- NOT
 LW0790'LEVELED OVER BY THIS PARTY IN 1965.
 LW0790
 LW0790                          STATION RECOVERY (1987)
 LW0790
 LW0790'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0790'MARK NOT FOUND.
 LW0790
 LW0790                          STATION RECOVERY (1988)
 LW0790
 LW0790'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0790'RECOVERED IN GOOD CONDITION.
 LW0790
 LW0790                          STATION RECOVERY (1989)
 LW0790
 LW0790'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0790'RECOVERED IN GOOD CONDITION.
 LW0790
 LW0790                          STATION RECOVERY (1997)
 LW0790
 LW0790'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0146 ***********************************************************************
 LW0146  DESIGNATION -  T 16
 LW0146  PID         -  LW0146
 LW0146  STATE/COUNTY-  RI/PROVIDENCE
 LW0146  USGS QUAD   -  PROVIDENCE (1975)
 LW0146
 LW0146                         *CURRENT SURVEY CONTROL
 LW0146  ___________________________________________________________________
 LW0146* NAD 83(1986)-  41 48 05.     (N)    071 24 02.     (W)     SCALED    
 LW0146* NAVD 88     -         3.793  (meters)      12.44   (feet)  ADJUSTED  
 LW0146  ___________________________________________________________________
 LW0146  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW0146  DYNAMIC HT  -           3.791 (meters)      12.44  (feet)  COMP
 LW0146  MODELED GRAV-     980,316.2   (mgal)                       NAVD 88
 LW0146
 LW0146  VERT ORDER  -  FIRST     CLASS I
 LW0146
 LW0146.The horizontal coordinates were scaled from a topographic map and have
 LW0146.an estimated accuracy of +/- 6 seconds.
 LW0146
 LW0146.The orthometric height was determined by differential leveling
 LW0146.and adjusted by the National Geodetic Survey in June 1991..
 LW0146
 LW0146.The geoid height was determined by GEOID03.
 LW0146
 LW0146.The dynamic height is computed by dividing the NAVD 88
 LW0146.geopotential number by the normal gravity value computed on the
 LW0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0146.degrees latitude (g = 980.6199 gals.).
 LW0146
 LW0146.The modeled gravity was interpolated from observed gravity values.
 LW0146
 LW0146;                    North         East    Units  Estimated Accuracy
 LW0146;SPC RI       -    79,750.      108,270.      MT  (+/- 180 meters Scaled)
 LW0146
 LW0146                          SUPERSEDED SURVEY CONTROL
 LW0146
 LW0146  NGVD 29 (??/??/92)    4.051  (m)           13.29   (f) ADJ UNCH    1 1
 LW0146
 LW0146.Superseded values are not recommended for survey control.
 LW0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0146.See file dsdata.txt to determine how the superseded data were derived.
 LW0146
 LW0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG005305(NAD 83)
 LW0146_MARKER: DB = BENCH MARK DISK
 LW0146_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0146_SP_SET: PIER
 LW0146_STAMPING: T 16 1965
 LW0146_MARK LOGO: CGS   
 LW0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0146
 LW0146  HISTORY     - Date     Condition        Report By
 LW0146  HISTORY     - 1965     MONUMENTED       CGS
 LW0146  HISTORY     - 1986     GOOD             RIGS
 LW0146
 LW0146                          STATION DESCRIPTION
 LW0146
 LW0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0146'AT PROVIDENCE.
 LW0146'AT PROVIDENCE, AT THE JUNCTION OF ALLENS AVENUE AND THURBERS
 LW0146'AVENUE, SET VERTICALLY IN THE WEST CONCRETE FACE OF THE 1 ST PIER
 LW0146'EAST OF ALLENS AVENUE UNDER THE ALLENS AVENUE ENTRANCE RAMP TO
 LW0146'THE INTERSTATE HIGHWAY 95, 14 FEET EAST OF THE EAST CURB LINE OF
 LW0146'ALLENS AVENUE, 9 FEET NORTH OF THE EXTENDED CENTER LINE OF
 LW0146'THURBERS AVENUE, 2 FEET ABOVE THE LEVEL OF THE GROUND AND ALLENS
 LW0146'AVENUE.
 LW0146
 LW0146                          STATION RECOVERY (1986)
 LW0146
 LW0146'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1038 ***********************************************************************
 LW1038  DESIGNATION -  T 17
 LW1038  PID         -  LW1038
 LW1038  STATE/COUNTY-  RI/WASHINGTON
 LW1038  USGS QUAD   -  SLOCUM (1975)
 LW1038
 LW1038                         *CURRENT SURVEY CONTROL
 LW1038  ___________________________________________________________________
 LW1038* NAD 83(1986)-  41 33 45.     (N)    071 31 05.     (W)     SCALED    
 LW1038* NAVD 88     -        62.763  (meters)     205.91   (feet)  ADJUSTED  
 LW1038  ___________________________________________________________________
 LW1038  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW1038  DYNAMIC HT  -          62.741 (meters)     205.84  (feet)  COMP
 LW1038  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LW1038
 LW1038  VERT ORDER  -  FIRST     CLASS I
 LW1038
 LW1038.The horizontal coordinates were scaled from a topographic map and have
 LW1038.an estimated accuracy of +/- 6 seconds.
 LW1038
 LW1038.The orthometric height was determined by differential leveling
 LW1038.and adjusted by the National Geodetic Survey in June 1991..
 LW1038
 LW1038.The geoid height was determined by GEOID03.
 LW1038
 LW1038.The dynamic height is computed by dividing the NAVD 88
 LW1038.geopotential number by the normal gravity value computed on the
 LW1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1038.degrees latitude (g = 980.6199 gals.).
 LW1038
 LW1038.The modeled gravity was interpolated from observed gravity values.
 LW1038
 LW1038;                    North         East    Units  Estimated Accuracy
 LW1038;SPC RI       -    53,220.       98,490.      MT  (+/- 180 meters Scaled)
 LW1038
 LW1038                          SUPERSEDED SURVEY CONTROL
 LW1038
 LW1038  NGVD 29 (??/??/92)   63.034  (m)          206.80   (f) ADJ UNCH    1 1
 LW1038
 LW1038.Superseded values are not recommended for survey control.
 LW1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1038.See file dsdata.txt to determine how the superseded data were derived.
 LW1038
 LW1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG900042(NAD 83)
 LW1038_MARKER: DB = BENCH MARK DISK
 LW1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1038_STAMPING: T 17 1965
 LW1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1038+STABILITY: SURFACE MOTION
 LW1038
 LW1038  HISTORY     - Date     Condition        Report By
 LW1038  HISTORY     - 1965     MONUMENTED       CGS
 LW1038  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1038  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1038  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1038  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1038  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1038  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW1038  HISTORY     - 20011016 MARK NOT FOUND   USPSQD
 LW1038
 LW1038                          STATION DESCRIPTION
 LW1038
 LW1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW1038'6.8 MI N FROM WEST KINGSTON.
 LW1038'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 LW1038'AT WEST KINGSTON, THENCE 5.7 MILES NORTHEAST ALONG STATE HIGHWAY
 LW1038'2, ABOUT 0.9 MILE SOUTHWEST OF THE WEST JUNCTION OF STATE HIGHWAY
 LW1038'102, 35 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 167
 LW1038'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE JUNCTION OF THE
 LW1038'HIGHWAY AND HATCHERY ROAD LEADING SOUTHEAST, 5 1/2 FEET EAST OF
 LW1038'POWER LINE POLE NO. 3947, 2 1/2 FEET NORTHWEST OF AN OLD STONE
 LW1038'FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 LW1038'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW1038'4 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1038
 LW1038                          STATION RECOVERY (1987)
 LW1038
 LW1038'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1038'MARK NOT FOUND.
 LW1038
 LW1038                          STATION RECOVERY (1987)
 LW1038
 LW1038'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW1038'MARK NOT FOUND.
 LW1038
 LW1038                          STATION RECOVERY (1988)
 LW1038
 LW1038'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1038'MARK NOT FOUND.
 LW1038
 LW1038                          STATION RECOVERY (1989)
 LW1038
 LW1038'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1038'MARK NOT FOUND.
 LW1038
 LW1038                          STATION RECOVERY (1989)
 LW1038
 LW1038'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1038'MARK NOT FOUND.
 LW1038
 LW1038                          STATION RECOVERY (1990)
 LW1038
 LW1038'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1038'MARK NOT FOUND.
 LW1038
 LW1038                          STATION RECOVERY (2001)
 LW1038
 LW1038'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0770 ***********************************************************************
 LW0770  DESIGNATION -  T 18
 LW0770  PID         -  LW0770
 LW0770  STATE/COUNTY-  RI/WASHINGTON
 LW0770  USGS QUAD   -  CAROLINA (1970)
 LW0770
 LW0770                         *CURRENT SURVEY CONTROL
 LW0770  ___________________________________________________________________
 LW0770* NAD 83(1986)-  41 26 43.     (N)    071 40 52.     (W)     SCALED    
 LW0770* NAVD 88     -        15.266  (meters)      50.09   (feet)  ADJUSTED  
 LW0770  ___________________________________________________________________
 LW0770  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW0770  DYNAMIC HT  -          15.261 (meters)      50.07  (feet)  COMP
 LW0770  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LW0770
 LW0770  VERT ORDER  -  FIRST     CLASS I
 LW0770
 LW0770.The horizontal coordinates were scaled from a topographic map and have
 LW0770.an estimated accuracy of +/- 6 seconds.
 LW0770
 LW0770.The orthometric height was determined by differential leveling
 LW0770.and adjusted by the National Geodetic Survey in June 1991..
 LW0770
 LW0770.The geoid height was determined by GEOID03.
 LW0770
 LW0770.The dynamic height is computed by dividing the NAVD 88
 LW0770.geopotential number by the normal gravity value computed on the
 LW0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0770.degrees latitude (g = 980.6199 gals.).
 LW0770
 LW0770.The modeled gravity was interpolated from observed gravity values.
 LW0770
 LW0770;                    North         East    Units  Estimated Accuracy
 LW0770;SPC RI       -    40,210.       84,870.      MT  (+/- 180 meters Scaled)
 LW0770
 LW0770                          SUPERSEDED SURVEY CONTROL
 LW0770
 LW0770  NGVD 29 (??/??/92)   15.542  (m)           50.99   (f) ADJ UNCH    1 1
 LW0770
 LW0770.Superseded values are not recommended for survey control.
 LW0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0770.See file dsdata.txt to determine how the superseded data were derived.
 LW0770
 LW0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF760916(NAD 83)
 LW0770_MARKER: DD = SURVEY DISK
 LW0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0770_SP_SET: STEP
 LW0770_STAMPING: T 18
 LW0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0770
 LW0770  HISTORY     - Date     Condition        Report By
 LW0770  HISTORY     - UNK      MONUMENTED       USGS
 LW0770  HISTORY     - 1965     GOOD             NGS
 LW0770  HISTORY     - 1969     GOOD             NGS
 LW0770  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LW0770  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW0770
 LW0770                          STATION DESCRIPTION
 LW0770
 LW0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0770'1 MI NE FROM WOOD RIVER JUNCTION.
 LW0770'0.95 MILE NORTHEAST ALONG STATE HIGHWAY 91 FROM THE INTERSECTION
 LW0770'OF NARRAGANSETT TRAIL AT WOOD RIVER JUNCTION, AT A USGS GAGING
 LW0770'STATION, ALONG THE WEST BANK OF THE PAWCATUCK RIVER, ON
 LW0770'CONCRETE STEP AT SOUTHWEST SIDE OF THE SMALL BUILDING FOR THE
 LW0770'GAGING STATION, 23 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LW0770'HIGHWAY, 8.0 FEET SOUTH OF THE SOUTH CORNER OF THE SOUTHEAST
 LW0770'CONCRETE BANNISTER OF THE HIGHWAY BRIDGE OVER THE RIVER, 2 FEET
 LW0770'BELOW THE LEVEL OF THE HIGHWAY AND 1/2 FOOT UNDERGROUND.
 LW0770'DISK SAMPED BY THIS PARTY.
 LW0770
 LW0770                          STATION RECOVERY (1969)
 LW0770
 LW0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0770'RECOVERED IN GOOD CONDITION.
 LW0770
 LW0770                          STATION RECOVERY (1984)
 LW0770
 LW0770'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0770'MARK NOT FOUND.
 LW0770
 LW0770                          STATION RECOVERY (1988)
 LW0770
 LW0770'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1142 ***********************************************************************
 LW1142  DESIGNATION -  T 19
 LW1142  PID         -  LW1142
 LW1142  STATE/COUNTY-  RI/WASHINGTON
 LW1142  USGS QUAD   -  HOPE VALLEY (1975)
 LW1142
 LW1142                         *CURRENT SURVEY CONTROL
 LW1142  ___________________________________________________________________
 LW1142* NAD 83(1986)-  41 30 43.     (N)    071 43 19.     (W)     SCALED    
 LW1142* NAVD 88     -        39.199  (meters)     128.61   (feet)  ADJUSTED  
 LW1142  ___________________________________________________________________
 LW1142  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LW1142  DYNAMIC HT  -          39.185 (meters)     128.56  (feet)  COMP
 LW1142  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 LW1142
 LW1142  VERT ORDER  -  SECOND    CLASS 0
 LW1142
 LW1142.The horizontal coordinates were scaled from a topographic map and have
 LW1142.an estimated accuracy of +/- 6 seconds.
 LW1142
 LW1142.The orthometric height was determined by differential leveling
 LW1142.and adjusted by the National Geodetic Survey in June 1991..
 LW1142
 LW1142.The geoid height was determined by GEOID03.
 LW1142
 LW1142.The dynamic height is computed by dividing the NAVD 88
 LW1142.geopotential number by the normal gravity value computed on the
 LW1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1142.degrees latitude (g = 980.6199 gals.).
 LW1142
 LW1142.The modeled gravity was interpolated from observed gravity values.
 LW1142
 LW1142;                    North         East    Units  Estimated Accuracy
 LW1142;SPC RI       -    47,630.       81,470.      MT  (+/- 180 meters Scaled)
 LW1142
 LW1142                          SUPERSEDED SURVEY CONTROL
 LW1142
 LW1142  NGVD 29 (??/??/92)   39.468  (m)          129.49   (f) ADJ UNCH    2 0
 LW1142
 LW1142.Superseded values are not recommended for survey control.
 LW1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1142.See file dsdata.txt to determine how the superseded data were derived.
 LW1142
 LW1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF728991(NAD 83)
 LW1142_MARKER: DB = BENCH MARK DISK
 LW1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1142_SP_SET: CONCRETE WALL
 LW1142_STAMPING: T 19 1969
 LW1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1142+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW1142
 LW1142  HISTORY     - Date     Condition        Report By
 LW1142  HISTORY     - 1969     MONUMENTED       CGS
 LW1142  HISTORY     - 1988     GOOD             USPSQD
 LW1142  HISTORY     - 1988     GOOD             USPSQD
 LW1142  HISTORY     - 19891214 GOOD             USPSQD
 LW1142  HISTORY     - 19901121 GOOD             USPSQD
 LW1142  HISTORY     - 20010807 GOOD             USPSQD
 LW1142
 LW1142                          STATION DESCRIPTION
 LW1142
 LW1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1142'AT HOPE VALLEY.
 LW1142'AT HOPE VALLEY, ABOUT 0.8 MILE SOUTH AND NORTHWEST ALONG STATE
 LW1142'HIGHWAY 138 FROM THE FIRST BAPTIST CHURCH, SET ON THE TOP OF THE
 LW1142'WEST CORNER OF THE CONCRETE WALL FOR A MANHOLE WHICH IS
 LW1142'4 1/2-FOOT SQUARE AND 10-FOOT DEEP, 18 FEET SOUTHEAST OF THE
 LW1142'CENTER LINE OF THE HIGHWAY, 2.3 FEET WEST OF THE CENTER OF THE
 LW1142'ROUND IRON COVER, 2 FEET ABOVE THE LEVEL OF THE GROUND AND 2 1/2
 LW1142'FEET BELOW THE LEVEL OF THE HIGHWAY.
 LW1142
 LW1142                          STATION RECOVERY (1988)
 LW1142
 LW1142'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1142'RECOVERED IN GOOD CONDITION.
 LW1142
 LW1142                          STATION RECOVERY (1988)
 LW1142
 LW1142'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1142'RECOVERED IN GOOD CONDITION.
 LW1142
 LW1142                          STATION RECOVERY (1989)
 LW1142
 LW1142'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1142'RECOVERED IN GOOD CONDITION.
 LW1142
 LW1142                          STATION RECOVERY (1990)
 LW1142
 LW1142'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1142'RECOVERED IN GOOD CONDITION.
 LW1142
 LW1142                          STATION RECOVERY (2001)
 LW1142
 LW1142'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1384 ***********************************************************************
 LW1384  DESIGNATION -  T 20
 LW1384  PID         -  LW1384
 LW1384  STATE/COUNTY-  RI/KENT
 LW1384  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1384
 LW1384                         *CURRENT SURVEY CONTROL
 LW1384  ___________________________________________________________________
 LW1384* NAD 83(1986)-  41 37 46.     (N)    071 38 09.     (W)     SCALED    
 LW1384* NAVD 88     -       111.874  (meters)     367.04   (feet)  ADJUSTED  
 LW1384  ___________________________________________________________________
 LW1384  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW1384  DYNAMIC HT  -         111.834 (meters)     366.91  (feet)  COMP
 LW1384  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 LW1384
 LW1384  VERT ORDER  -  SECOND    CLASS 0
 LW1384
 LW1384.The horizontal coordinates were scaled from a topographic map and have
 LW1384.an estimated accuracy of +/- 6 seconds.
 LW1384
 LW1384.The orthometric height was determined by differential leveling
 LW1384.and adjusted by the National Geodetic Survey in June 1991..
 LW1384
 LW1384.The geoid height was determined by GEOID03.
 LW1384
 LW1384.The dynamic height is computed by dividing the NAVD 88
 LW1384.geopotential number by the normal gravity value computed on the
 LW1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1384.degrees latitude (g = 980.6199 gals.).
 LW1384
 LW1384.The modeled gravity was interpolated from observed gravity values.
 LW1384
 LW1384;                    North         East    Units  Estimated Accuracy
 LW1384;SPC RI       -    60,660.       88,680.      MT  (+/- 180 meters Scaled)
 LW1384
 LW1384                          SUPERSEDED SURVEY CONTROL
 LW1384
 LW1384  NGVD 29 (??/??/92)  112.130  (m)          367.88   (f) ADJ UNCH    2 0
 LW1384
 LW1384.Superseded values are not recommended for survey control.
 LW1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1384.See file dsdata.txt to determine how the superseded data were derived.
 LW1384
 LW1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG804119(NAD 83)
 LW1384_MARKER: DB = BENCH MARK DISK
 LW1384_SETTING: 66 = SET IN ROCK OUTCROP
 LW1384_SP_SET: ROCK CUT
 LW1384_STAMPING: T 20 1969
 LW1384_MARK LOGO: CGS   
 LW1384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1384+STABILITY: POSITION/ELEVATION WELL
 LW1384
 LW1384  HISTORY     - Date     Condition        Report By
 LW1384  HISTORY     - 1969     MONUMENTED       CGS
 LW1384  HISTORY     - 1984     GOOD             RIGS
 LW1384  HISTORY     - 1987     GOOD             USPSQD
 LW1384  HISTORY     - 19900331 GOOD             USPSQD
 LW1384
 LW1384                          STATION DESCRIPTION
 LW1384
 LW1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1384'8 MI W FROM WARWICK.
 LW1384'ABOUT 7.95 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW1384'OVERPASS OVER STATE HIGHWAY 2 AT WARWICK, ABOUT 0.9 MILE SOUTHWEST
 LW1384'OF THE I-95 OVERPASS OVER A BLACK TOP ROAD, SET ON THE TOP AND
 LW1384'NEAR THE NORTHEAST END OF THE HIGHEST PART OF A ROCK CUT WHICH IS
 LW1384'ABOUT 100 YARDS LONG AND 25 FEET HIGH AT THE HIGHEST POINT, 84.5
 LW1384'FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW1384'HIGHWAY, 27 FEET SOUTHWEST OF THE NORTHEAST END OF THE HIGHEST
 LW1384'PART OF THE CUT AND 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1384
 LW1384                          STATION RECOVERY (1984)
 LW1384
 LW1384'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1384'RECOVERED IN GOOD CONDITION.
 LW1384
 LW1384                          STATION RECOVERY (1987)
 LW1384
 LW1384'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1384'RECOVERED IN GOOD CONDITION.
 LW1384
 LW1384                          STATION RECOVERY (1990)
 LW1384
 LW1384'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1436 ***********************************************************************
 LW1436  DESIGNATION -  T 21
 LW1436  PID         -  LW1436
 LW1436  STATE/COUNTY-  RI/PROVIDENCE
 LW1436  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1436
 LW1436                         *CURRENT SURVEY CONTROL
 LW1436  ___________________________________________________________________
 LW1436* NAD 83(1986)-  41 45 02.     (N)    071 35 20.     (W)     SCALED    
 LW1436* NAVD 88     -        92.404  (meters)     303.16   (feet)  ADJUSTED  
 LW1436  ___________________________________________________________________
 LW1436  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW1436  DYNAMIC HT  -          92.373 (meters)     303.06  (feet)  COMP
 LW1436  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 LW1436
 LW1436  VERT ORDER  -  SECOND    CLASS 0
 LW1436
 LW1436.The horizontal coordinates were scaled from a topographic map and have
 LW1436.an estimated accuracy of +/- 6 seconds.
 LW1436
 LW1436.The orthometric height was determined by differential leveling
 LW1436.and adjusted by the National Geodetic Survey in June 1991..
 LW1436
 LW1436.The geoid height was determined by GEOID03.
 LW1436
 LW1436.The dynamic height is computed by dividing the NAVD 88
 LW1436.geopotential number by the normal gravity value computed on the
 LW1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1436.degrees latitude (g = 980.6199 gals.).
 LW1436
 LW1436.The modeled gravity was interpolated from observed gravity values.
 LW1436
 LW1436;                    North         East    Units  Estimated Accuracy
 LW1436;SPC RI       -    74,110.       92,610.      MT  (+/- 180 meters Scaled)
 LW1436
 LW1436                          SUPERSEDED SURVEY CONTROL
 LW1436
 LW1436  NGVD 29 (??/??/92)   92.652  (m)          303.98   (f) ADJ UNCH    2 0
 LW1436
 LW1436.Superseded values are not recommended for survey control.
 LW1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1436.See file dsdata.txt to determine how the superseded data were derived.
 LW1436
 LW1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG847253(NAD 83)
 LW1436_MARKER: DB = BENCH MARK DISK
 LW1436_SETTING: 66 = SET IN ROCK OUTCROP
 LW1436_SP_SET: BEDROCK
 LW1436_STAMPING: T 21 1969
 LW1436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1436+STABILITY: POSITION/ELEVATION WELL
 LW1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1436+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 LW1436
 LW1436  HISTORY     - Date     Condition        Report By
 LW1436  HISTORY     - 1969     MONUMENTED       CGS
 LW1436  HISTORY     - 1987     GOOD             USPSQD
 LW1436  HISTORY     - 1989     GOOD             USPSQD
 LW1436  HISTORY     - 20050215 GOOD             USPSQD
 LW1436
 LW1436                          STATION DESCRIPTION
 LW1436
 LW1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1436'3.2 MI W FROM HOPE.
 LW1436'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1436'OF STATE HIGHWAY 115 AT HOPE, THENCE 1.15 MILES SOUTHWEST ALONG
 LW1436'STATE HIGHWAY 12, NEAR THE WEST END OF THE KENT DAM, 21 FEET
 LW1436'SOUTHEAST OF THE EAST END OF THE SOUTH GUARD RAIL FOR THE BRIDGE
 LW1436'OVER THE SPILLWAY, SET ON THE TOP AND NEAR THE CENTER OF A
 LW1436'LARGE MASS OF BEDROCK, 33.4 FEET SOUTH OF THE CENTER LINE OF
 LW1436'THE HIGHWAY AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1436
 LW1436                          STATION RECOVERY (1987)
 LW1436
 LW1436'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1436'RECOVERED IN GOOD CONDITION.
 LW1436
 LW1436                          STATION RECOVERY (1989)
 LW1436
 LW1436'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1436'RECOVERED IN GOOD CONDITION.
 LW1436
 LW1436                          STATION RECOVERY (2005)
 LW1436
 LW1436'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW1436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0973 ***********************************************************************
 LW0973  DESIGNATION -  T 22
 LW0973  PID         -  LW0973
 LW0973  STATE/COUNTY-  RI/WASHINGTON
 LW0973  USGS QUAD   -  KINGSTON (1975)
 LW0973
 LW0973                         *CURRENT SURVEY CONTROL
 LW0973  ___________________________________________________________________
 LW0973* NAD 83(1986)-  41 24 38.     (N)    071 31 51.     (W)     SCALED    
 LW0973* NAVD 88     -        21.784  (meters)      71.47   (feet)  ADJUSTED  
 LW0973  ___________________________________________________________________
 LW0973  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LW0973  DYNAMIC HT  -          21.777 (meters)      71.45  (feet)  COMP
 LW0973  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 LW0973
 LW0973  VERT ORDER  -  SECOND    CLASS 0
 LW0973
 LW0973.The horizontal coordinates were scaled from a topographic map and have
 LW0973.an estimated accuracy of +/- 6 seconds.
 LW0973
 LW0973.The orthometric height was determined by differential leveling
 LW0973.and adjusted by the National Geodetic Survey in June 1991..
 LW0973
 LW0973.The geoid height was determined by GEOID03.
 LW0973
 LW0973.The dynamic height is computed by dividing the NAVD 88
 LW0973.geopotential number by the normal gravity value computed on the
 LW0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0973.degrees latitude (g = 980.6199 gals.).
 LW0973
 LW0973.The modeled gravity was interpolated from observed gravity values.
 LW0973
 LW0973;                    North         East    Units  Estimated Accuracy
 LW0973;SPC RI       -    36,340.       97,420.      MT  (+/- 180 meters Scaled)
 LW0973
 LW0973                          SUPERSEDED SURVEY CONTROL
 LW0973
 LW0973  NGVD 29 (??/??/92)   22.061  (m)           72.38   (f) ADJ UNCH    2 0
 LW0973
 LW0973.Superseded values are not recommended for survey control.
 LW0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0973.See file dsdata.txt to determine how the superseded data were derived.
 LW0973
 LW0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF884874(NAD 83)
 LW0973_MARKER: DB = BENCH MARK DISK
 LW0973_SETTING: 80 = SET IN A BOULDER
 LW0973_SP_SET: BOULDER
 LW0973_STAMPING: T 22 1969
 LW0973_MARK LOGO: CGS   
 LW0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0973+STABILITY: SURFACE MOTION
 LW0973
 LW0973  HISTORY     - Date     Condition        Report By
 LW0973  HISTORY     - 1969     MONUMENTED       CGS
 LW0973  HISTORY     - 1985     GOOD             USPSQD
 LW0973  HISTORY     - 1987     GOOD             USPSQD
 LW0973  HISTORY     - 1988     GOOD             USPSQD
 LW0973  HISTORY     - 1989     GOOD             USPSQD
 LW0973  HISTORY     - 1990     GOOD             USPSQD
 LW0973  HISTORY     - 19900606 GOOD             RIGS
 LW0973
 LW0973                          STATION DESCRIPTION
 LW0973
 LW0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0973'2.4 MI SW FROM WAKEFIELD.
 LW0973'ABOUT 2.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE
 LW0973'OVERPASS OVER POND ST. AT WAKEFIELD, 0.2 MILE NORTHEAST OF THE
 LW0973'JERRY BROWN FARM ROAD LEADING SOUTHEAST, SET IN THE TOP OF A
 LW0973'4-BY-4-FOOT BURIED BOULDER WHICH PROJECTS 1 FOOT ABOVE THE LEVEL
 LW0973'OF THE GROUND, 57 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LW0973'NORTHBOUND LANE OF THE HIGHWAY, ABOUT 63 FEET NORTHEAST OF THE
 LW0973'NORTH CORNER OF A POND, 35 FEET EAST OF POWER LINE POLE 7618,
 LW0973'15 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE LINE AND ABOUT LEVEL
 LW0973'WITH THE HIGHWAY.
 LW0973
 LW0973                          STATION RECOVERY (1985)
 LW0973
 LW0973'RECOVERY NOTE BY US POWER SQUADRON 1985
 LW0973'NOTE: ROAD CONSTRUCTION IS GOING ON AND GRADING IS TAKING PLACE INTHE
 LW0973'MEDIAN DIVIDER, HOWEVER IT SEEMS THE MARK HAS BEEN NOTICED AND WILL
 LW0973'NOT BE DESTROYED.
 LW0973
 LW0973                          STATION RECOVERY (1987)
 LW0973
 LW0973'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0973'RECOVERED IN GOOD CONDITION.
 LW0973
 LW0973                          STATION RECOVERY (1988)
 LW0973
 LW0973'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0973'RECOVERED IN GOOD CONDITION.
 LW0973
 LW0973                          STATION RECOVERY (1989)
 LW0973
 LW0973'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0973'RECOVERED IN GOOD CONDITION.
 LW0973
 LW0973                          STATION RECOVERY (1990)
 LW0973
 LW0973'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0973'RECOVERED IN GOOD CONDITION.
 LW0973
 LW0973                          STATION RECOVERY (1990)
 LW0973
 LW0973'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0973'ABOUT 2.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 LW0973'OVER POND ST. AT WAKEFIELD, 0.2 MILE NORTHEAST OF THE JERRY BROWN
 LW0973'FARM ROAD LEADING SOUTHEAST, SET IN THE TOP OF A 4-BY-4-FOOT BURIED
 LW0973'BOULDER WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND, 57 FEET
 LW0973'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY,
 LW0973'ABOUT 63 FEET NORTHEAST OF THE NORTH CORNER OF A POND, 35 FEET EAST
 LW0973'OF POWER LINE POLE 7618, 15 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE
 LW0973'LINE AND ABOUT LEVEL WITH THE HIGHWAY.  IN 1985 THIS POINT WAS
 LW0973'REPORTED BY USPSQD AS BEING IN GOOD CONDITION.  NOTE--ROAD
 LW0973'CONSTRUCTION IS GOING ON AND GRADING IS TAKING PLACE INTHE MEDIAN
 LW0973'DIVIDER, HOWEVER IT SEEMS THE MARK HAS BEEN NOTICED AND WILL NOT BE
 LW0973'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0359 ***********************************************************************
 LW0359  DESIGNATION -  T 23
 LW0359  PID         -  LW0359
 LW0359  STATE/COUNTY-  RI/KENT
 LW0359  USGS QUAD   -  EAST GREENWICH (1975)
 LW0359
 LW0359                         *CURRENT SURVEY CONTROL
 LW0359  ___________________________________________________________________
 LW0359* NAD 83(1986)-  41 38 52.     (N)    071 29 46.     (W)     SCALED    
 LW0359* NAVD 88     -        53.456  (meters)     175.38   (feet)  ADJUSTED  
 LW0359  ___________________________________________________________________
 LW0359  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW0359  DYNAMIC HT  -          53.438 (meters)     175.32  (feet)  COMP
 LW0359  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LW0359
 LW0359  VERT ORDER  -  SECOND    CLASS 0
 LW0359
 LW0359.The horizontal coordinates were scaled from a topographic map and have
 LW0359.an estimated accuracy of +/- 6 seconds.
 LW0359
 LW0359.The orthometric height was determined by differential leveling
 LW0359.and adjusted by the National Geodetic Survey in June 1991..
 LW0359
 LW0359.The geoid height was determined by GEOID03.
 LW0359
 LW0359.The dynamic height is computed by dividing the NAVD 88
 LW0359.geopotential number by the normal gravity value computed on the
 LW0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0359.degrees latitude (g = 980.6199 gals.).
 LW0359
 LW0359.The modeled gravity was interpolated from observed gravity values.
 LW0359
 LW0359;                    North         East    Units  Estimated Accuracy
 LW0359;SPC RI       -    62,690.      100,320.      MT  (+/- 180 meters Scaled)
 LW0359
 LW0359                          SUPERSEDED SURVEY CONTROL
 LW0359
 LW0359  NGVD 29 (??/??/92)   53.718  (m)          176.24   (f) ADJ UNCH    2 0
 LW0359
 LW0359.Superseded values are not recommended for survey control.
 LW0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0359.See file dsdata.txt to determine how the superseded data were derived.
 LW0359
 LW0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG921136(NAD 83)
 LW0359_MARKER: DB = BENCH MARK DISK
 LW0359_SETTING: 66 = SET IN ROCK OUTCROP
 LW0359_SP_SET: ROCK OUTCROP
 LW0359_STAMPING: T 23 1969
 LW0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0359+STABILITY: POSITION/ELEVATION WELL
 LW0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0359+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2004
 LW0359
 LW0359  HISTORY     - Date     Condition        Report By
 LW0359  HISTORY     - 1969     MONUMENTED       CGS
 LW0359  HISTORY     - 1988     GOOD             USPSQD
 LW0359  HISTORY     - 20040811 GOOD             GEOCAC
 LW0359
 LW0359                          STATION DESCRIPTION
 LW0359
 LW0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0359'1 MI S FROM EAST GREENWICH.
 LW0359'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 102 FROM THE JUNCTION
 LW0359'OF STATE HIGHWAY 401 AT EAST GREENWICH, 0.15 MILE NORTH OF
 LW0359'THE INTERSECTION OF MIDDLE ROAD, AT THE ROCKY HILL GROVE ROADSIDE
 LW0359'PARK, SET IN THE TOP AND 2 FEET WEST OF THE EAST EDGE OF A
 LW0359'7 1/2-FOOT BY 5 FOOT ROCK OUTCROP WHICH PROJECTS 1/2 FOOT ABOVE
 LW0359'THE LEVEL OF THE GROUND, 134 FEET WEST OF THE CENTER LINE OF
 LW0359'THE HIGHWAY, 102 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LW0359'WOODEN BUILDING USED AS A RESTROOM, 42 FEET WEST OF THE NORTHWEST
 LW0359'CORNER OF THE CONCRETE BASE FOR A BAR-B-QUE PIT, 11 FEET EAST OF
 LW0359'THE CENTER LINE OF THE ROAD ON THE WEST SIDE OF THE PARK AND 2
 LW0359'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0359
 LW0359                          STATION RECOVERY (1988)
 LW0359
 LW0359'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0359'RECOVERED IN GOOD CONDITION.
 LW0359
 LW0359                          STATION RECOVERY (2004)
 LW0359
 LW0359'RECOVERY NOTE BY GEOCACHING 2004 (DMG)
 LW0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0536 ***********************************************************************
 LW0536  DESIGNATION -  T 24
 LW0536  PID         -  LW0536
 LW0536  STATE/COUNTY-  RI/PROVIDENCE
 LW0536  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW0536
 LW0536                         *CURRENT SURVEY CONTROL
 LW0536  ___________________________________________________________________
 LW0536* NAD 83(1986)-  41 48 36.     (N)    071 21 15.     (W)     SCALED    
 LW0536* NAVD 88     -        26.839  (meters)      88.05   (feet)  ADJUSTED  
 LW0536  ___________________________________________________________________
 LW0536  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LW0536  DYNAMIC HT  -          26.831 (meters)      88.03  (feet)  COMP
 LW0536  MODELED GRAV-     980,320.2   (mgal)                       NAVD 88
 LW0536
 LW0536  VERT ORDER  -  SECOND    CLASS 0
 LW0536
 LW0536.The horizontal coordinates were scaled from a topographic map and have
 LW0536.an estimated accuracy of +/- 6 seconds.
 LW0536
 LW0536.The orthometric height was determined by differential leveling
 LW0536.and adjusted by the National Geodetic Survey in June 1991..
 LW0536
 LW0536.The geoid height was determined by GEOID03.
 LW0536
 LW0536.The dynamic height is computed by dividing the NAVD 88
 LW0536.geopotential number by the normal gravity value computed on the
 LW0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0536.degrees latitude (g = 980.6199 gals.).
 LW0536
 LW0536.The modeled gravity was interpolated from observed gravity values.
 LW0536
 LW0536;                    North         East    Units  Estimated Accuracy
 LW0536;SPC RI       -    80,720.      112,120.      MT  (+/- 180 meters Scaled)
 LW0536
 LW0536                          SUPERSEDED SURVEY CONTROL
 LW0536
 LW0536  NGVD 29 (??/??/92)   27.090  (m)           88.88   (f) ADJ UNCH    2 0
 LW0536
 LW0536.Superseded values are not recommended for survey control.
 LW0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0536.See file dsdata.txt to determine how the superseded data were derived.
 LW0536
 LW0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG044313(NAD 83)
 LW0536_MARKER: DB = BENCH MARK DISK
 LW0536_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0536_SP_SET: ABUTMENT
 LW0536_STAMPING: T 24 1969
 LW0536_MARK LOGO: CGS   
 LW0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0536+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004
 LW0536
 LW0536  HISTORY     - Date     Condition        Report By
 LW0536  HISTORY     - 1969     MONUMENTED       CGS
 LW0536  HISTORY     - 1987     GOOD             RIGS
 LW0536  HISTORY     - 20040427 GOOD             EPDPW
 LW0536
 LW0536                          STATION DESCRIPTION
 LW0536
 LW0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0536'3.4 MI E FROM PROVIDENCE.
 LW0536'ABOUT 3.30 MILES EAST ALONG INTERSTATE HIGHWAY 195 FROM THE JUNCTION
 LW0536'OF INTERSTATE HIGHWAY 95 AT PROVIDENCE, THENCE 0.15 MILE SOUTHEAST
 LW0536'ALONG STATE HIGHWAY 114, SET ON THE TOP OF THE WEST END OF THE
 LW0536'NORTH CONCRETE ABUTMENT OF THE SOUTHBOUND LANE OF THE HIGHWAY
 LW0536'OVERPASS OVER WARREN AVENUE (U.S. HIGHWAY 6), AT EAST PROVIDENCE,
 LW0536'5.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE SOUTHBOUND LANE
 LW0536'OF THE HIGHWAY, 22 FEET SOUTHEAST OF METAL LIGHT POLE NO. 240, AND
 LW0536'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0536
 LW0536                          STATION RECOVERY (1987)
 LW0536
 LW0536'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0536'RECOVERED IN GOOD CONDITION.
 LW0536
 LW0536                          STATION RECOVERY (2004)
 LW0536
 LW0536'RECOVERY NOTE BY   2004
 LW0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1243 ***********************************************************************
 LW1243  DESIGNATION -  T 25
 LW1243  PID         -  LW1243
 LW1243  STATE/COUNTY-  RI/PROVIDENCE
 LW1243  USGS QUAD   -  THOMPSON (1974)
 LW1243
 LW1243                         *CURRENT SURVEY CONTROL
 LW1243  ___________________________________________________________________
 LW1243* NAD 83(1986)-  41 53 37.     (N)    071 46 47.     (W)     SCALED    
 LW1243* NAVD 88     -       165.438  (meters)     542.77   (feet)  ADJUSTED  
 LW1243  ___________________________________________________________________
 LW1243  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW1243  DYNAMIC HT  -         165.378 (meters)     542.58  (feet)  COMP
 LW1243  MODELED GRAV-     980,262.7   (mgal)                       NAVD 88
 LW1243
 LW1243  VERT ORDER  -  SECOND    CLASS 0
 LW1243
 LW1243.The horizontal coordinates were scaled from a topographic map and have
 LW1243.an estimated accuracy of +/- 6 seconds.
 LW1243
 LW1243.The orthometric height was determined by differential leveling
 LW1243.and adjusted by the National Geodetic Survey in June 1991..
 LW1243
 LW1243.The geoid height was determined by GEOID03.
 LW1243
 LW1243.The dynamic height is computed by dividing the NAVD 88
 LW1243.geopotential number by the normal gravity value computed on the
 LW1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1243.degrees latitude (g = 980.6199 gals.).
 LW1243
 LW1243.The modeled gravity was interpolated from observed gravity values.
 LW1243
 LW1243;                    North         East    Units  Estimated Accuracy
 LW1243;SPC RI       -    90,030.       76,790.      MT  (+/- 180 meters Scaled)
 LW1243
 LW1243                          SUPERSEDED SURVEY CONTROL
 LW1243
 LW1243  NGVD 29 (??/??/92)  165.676  (m)          543.56   (f) ADJ UNCH    2 0
 LW1243
 LW1243.Superseded values are not recommended for survey control.
 LW1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1243.See file dsdata.txt to determine how the superseded data were derived.
 LW1243
 LW1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG693417(NAD 83)
 LW1243_MARKER: DB = BENCH MARK DISK
 LW1243_SETTING: 80 = SET IN A BOULDER
 LW1243_SP_SET: BOULDER
 LW1243_STAMPING: T 25 1969
 LW1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1243+STABILITY: SURFACE MOTION
 LW1243
 LW1243  HISTORY     - Date     Condition        Report By
 LW1243  HISTORY     - 1969     MONUMENTED       CGS
 LW1243  HISTORY     - 19900524 GOOD             USPSQD
 LW1243  HISTORY     - 19900825 GOOD             USPSQD
 LW1243
 LW1243                          STATION DESCRIPTION
 LW1243
 LW1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1243'3.2 MI N FROM FOSTER.
 LW1243'ABOUT 3.25 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE INTERSECTION
 LW1243'OF STATE HIGHWAY 101 AT FOSTER, ABOUT 0.55 MILE SOUTHEAST OF THE
 LW1243'JUNCTION OF A BLACK TOPPED ROAD LEADING WEST, SET ON THE TOP OF
 LW1243'THE HIGHEST POINT OF A ROCK WHICH IS 10 FEET LONG-3 FEET HIGH
 LW1243'AND IS AT THE BASE OF A CUT WHICH IS ABOUT 100 YARDS LONG AND 15
 LW1243'FEET HIGH, 26 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 LW1243'HIGHWAY, 47 FEET NORTHWEST OF POWER LINE POLE 90S, 6 FEET EAST
 LW1243'OF THE WEST END OF THE ROCK AND 5 FEET ABOVE THE LEVEL OF THE
 LW1243'HIGHWAY.
 LW1243
 LW1243                          STATION RECOVERY (1990)
 LW1243
 LW1243'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1243'RECOVERED IN GOOD CONDITION.
 LW1243
 LW1243                          STATION RECOVERY (1990)
 LW1243
 LW1243'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1211 ***********************************************************************
 LW1211  DESIGNATION -  T 26
 LW1211  PID         -  LW1211
 LW1211  STATE/COUNTY-  RI/PROVIDENCE
 LW1211  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1211
 LW1211                         *CURRENT SURVEY CONTROL
 LW1211  ___________________________________________________________________
 LW1211* NAD 83(1986)-  41 58 53.     (N)    071 37 04.     (W)     SCALED    
 LW1211* NAVD 88     -        91.954  (meters)     301.69   (feet)  ADJUSTED  
 LW1211  ___________________________________________________________________
 LW1211  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LW1211  DYNAMIC HT  -          91.924 (meters)     301.59  (feet)  COMP
 LW1211  MODELED GRAV-     980,291.3   (mgal)                       NAVD 88
 LW1211
 LW1211  VERT ORDER  -  SECOND    CLASS 0
 LW1211
 LW1211.The horizontal coordinates were scaled from a topographic map and have
 LW1211.an estimated accuracy of +/- 6 seconds.
 LW1211
 LW1211.The orthometric height was determined by differential leveling
 LW1211.and adjusted by the National Geodetic Survey in June 1991..
 LW1211
 LW1211.The geoid height was determined by GEOID03.
 LW1211
 LW1211.The dynamic height is computed by dividing the NAVD 88
 LW1211.geopotential number by the normal gravity value computed on the
 LW1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1211.degrees latitude (g = 980.6199 gals.).
 LW1211
 LW1211.The modeled gravity was interpolated from observed gravity values.
 LW1211
 LW1211;                    North         East    Units  Estimated Accuracy
 LW1211;SPC RI       -    99,750.       90,240.      MT  (+/- 180 meters Scaled)
 LW1211
 LW1211                          SUPERSEDED SURVEY CONTROL
 LW1211
 LW1211  NGVD 29 (??/??/92)   92.196  (m)          302.48   (f) ADJ UNCH    2 0
 LW1211
 LW1211.Superseded values are not recommended for survey control.
 LW1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1211.See file dsdata.txt to determine how the superseded data were derived.
 LW1211
 LW1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG831510(NAD 83)
 LW1211_MARKER: DB = BENCH MARK DISK
 LW1211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1211_SP_SET: ABUTMENT
 LW1211_STAMPING: T 26 1969
 LW1211_MARK LOGO: CGS   
 LW1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1211
 LW1211  HISTORY     - Date     Condition        Report By
 LW1211  HISTORY     - 1969     MONUMENTED       CGS
 LW1211  HISTORY     - 1986     GOOD             RIGS
 LW1211  HISTORY     - 1988     GOOD             USPSQD
 LW1211  HISTORY     - 19900825 GOOD             USPSQD
 LW1211
 LW1211                          STATION DESCRIPTION
 LW1211
 LW1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1211'2.6 MI SW FROM SLATERSVILLE.
 LW1211'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 102 FROM THE
 LW1211'JUNCTION OF STATE HIGHWAY 5 AT SLATERSVILLE, ABOUT 125 YARDS
 LW1211'WEST OF THE JUNCTION OF STATE HIGHWAY 7 AT NASONVILLE, SET ON
 LW1211'THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF THE HIGHWAY
 LW1211'BRIDGE OVER THE BRANCH RIVER, 26 FEET SOUTH OF THE CENTER LINE
 LW1211'OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 LW1211
 LW1211                          STATION RECOVERY (1986)
 LW1211
 LW1211'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1211'RECOVERED IN GOOD CONDITION.
 LW1211
 LW1211                          STATION RECOVERY (1988)
 LW1211
 LW1211'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1211'RECOVERED IN GOOD CONDITION.
 LW1211
 LW1211                          STATION RECOVERY (1990)
 LW1211
 LW1211'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0222 ***********************************************************************
 LW0222  DESIGNATION -  T 27
 LW0222  PID         -  LW0222
 LW0222  STATE/COUNTY-  RI/NEWPORT
 LW0222  USGS QUAD   -  FALL RIVER (1979)
 LW0222
 LW0222                         *CURRENT SURVEY CONTROL
 LW0222  ___________________________________________________________________
 LW0222* NAD 83(1986)-  41 38 20.     (N)    071 12 30.     (W)     SCALED    
 LW0222* NAVD 88     -        39.171  (meters)     128.51   (feet)  ADJUSTED  
 LW0222  ___________________________________________________________________
 LW0222  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW0222  DYNAMIC HT  -          39.158 (meters)     128.47  (feet)  COMP
 LW0222  MODELED GRAV-     980,296.4   (mgal)                       NAVD 88
 LW0222
 LW0222  VERT ORDER  -  SECOND    CLASS 0
 LW0222
 LW0222.The horizontal coordinates were scaled from a topographic map and have
 LW0222.an estimated accuracy of +/- 6 seconds.
 LW0222
 LW0222.The orthometric height was determined by differential leveling
 LW0222.and adjusted by the National Geodetic Survey in June 1991..
 LW0222
 LW0222.The geoid height was determined by GEOID03.
 LW0222
 LW0222.The dynamic height is computed by dividing the NAVD 88
 LW0222.geopotential number by the normal gravity value computed on the
 LW0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0222.degrees latitude (g = 980.6199 gals.).
 LW0222
 LW0222.The modeled gravity was interpolated from observed gravity values.
 LW0222
 LW0222;                    North         East    Units  Estimated Accuracy
 LW0222;SPC RI       -    61,740.      124,300.      MT  (+/- 180 meters Scaled)
 LW0222
 LW0222                          SUPERSEDED SURVEY CONTROL
 LW0222
 LW0222  NGVD 29 (??/??/92)   39.429  (m)          129.36   (f) ADJ UNCH    2 0
 LW0222
 LW0222.Superseded values are not recommended for survey control.
 LW0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0222.See file dsdata.txt to determine how the superseded data were derived.
 LW0222
 LW0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG160120(NAD 83)
 LW0222_MARKER: DB = BENCH MARK DISK
 LW0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0222_SP_SET: ABUTMENT
 LW0222_STAMPING: T 27 1969
 LW0222_MARK LOGO: CGS   
 LW0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0222
 LW0222  HISTORY     - Date     Condition        Report By
 LW0222  HISTORY     - 1969     MONUMENTED       CGS
 LW0222  HISTORY     - 19870701 GOOD             RIGS
 LW0222
 LW0222                          STATION DESCRIPTION
 LW0222
 LW0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0222'AT TIVERTON.
 LW0222'AT TIVERTON, ALONG STATE HIGHWAY 24, SET ON THE TOP OF THE
 LW0222'SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE STATE
 LW0222'HIGHWAY 24 BRIDGE OVER SAKONNET RIVER, 18.5 FEET SOUTHEAST OF
 LW0222'THE CENTER LINE OF THE NORTHEAST BOUND LANE OF THE HIGHWAY
 LW0222'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE
 LW0222'REACHED BY GOING 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 24 FROM
 LW0222'THE OVERPASS OVER STATE HIGHWAY 24 AT THE JUNCTION OF STATE
 LW0222'HIGHWAY 138.
 LW0222
 LW0222                          STATION RECOVERY (1987)
 LW0222
 LW0222'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0222'AT TIVERTON, ALONG STATE HIGHWAY 24, SET ON THE TOP OF THE
 LW0222'SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE STATE
 LW0222'HIGHWAY 24 BRIDGE OVER SAKONNET RIVER, 18.5 FEET SOUTHEAST OF
 LW0222'THE CENTER LINE OF THE NORTHEAST BOUND LANE OF THE HIGHWAY
 LW0222'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE
 LW0222'REACHED BY GOING 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 24 FROM
 LW0222'THE OVERPASS OVER STATE HIGHWAY 24 AT THE JUNCTION OF STATE
 LW0222'HIGHWAY 138.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0274 ***********************************************************************
 LW0274  DESIGNATION -  T 28
 LW0274  PID         -  LW0274
 LW0274  STATE/COUNTY-  RI/NEWPORT
 LW0274  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0274
 LW0274                         *CURRENT SURVEY CONTROL
 LW0274  ___________________________________________________________________
 LW0274* NAD 83(1986)-  41 30 24.     (N)    071 18 10.     (W)     SCALED    
 LW0274* NAVD 88     -        33.515  (meters)     109.96   (feet)  ADJUSTED  
 LW0274  ___________________________________________________________________
 LW0274  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW0274  DYNAMIC HT  -          33.504 (meters)     109.92  (feet)  COMP
 LW0274  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 LW0274
 LW0274  VERT ORDER  -  SECOND    CLASS 0
 LW0274
 LW0274.The horizontal coordinates were scaled from a topographic map and have
 LW0274.an estimated accuracy of +/- 6 seconds.
 LW0274
 LW0274.The orthometric height was determined by differential leveling
 LW0274.and adjusted by the National Geodetic Survey in June 1991..
 LW0274
 LW0274.The geoid height was determined by GEOID03.
 LW0274
 LW0274.The dynamic height is computed by dividing the NAVD 88
 LW0274.geopotential number by the normal gravity value computed on the
 LW0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0274.degrees latitude (g = 980.6199 gals.).
 LW0274
 LW0274.The modeled gravity was interpolated from observed gravity values.
 LW0274
 LW0274;                    North         East    Units  Estimated Accuracy
 LW0274;SPC RI       -    47,030.      116,470.      MT  (+/- 180 meters Scaled)
 LW0274
 LW0274                          SUPERSEDED SURVEY CONTROL
 LW0274
 LW0274  NGVD 29 (??/??/92)   33.780  (m)          110.83   (f) ADJ UNCH    2 0
 LW0274
 LW0274.Superseded values are not recommended for survey control.
 LW0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0274.See file dsdata.txt to determine how the superseded data were derived.
 LW0274
 LW0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF078975(NAD 83)
 LW0274_MARKER: DB = BENCH MARK DISK
 LW0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0274_SP_SET: FOUNDATION
 LW0274_STAMPING: T 28 1969
 LW0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0274+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 LW0274
 LW0274  HISTORY     - Date     Condition        Report By
 LW0274  HISTORY     - 1969     MONUMENTED       CGS
 LW0274  HISTORY     - 1987     GOOD             USPSQD
 LW0274  HISTORY     - 1989     GOOD             USPSQD
 LW0274  HISTORY     - 20060106 GOOD             USPSQD
 LW0274
 LW0274                          STATION DESCRIPTION
 LW0274
 LW0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0274'AT NEWPORT.
 LW0274'AT NEWPORT, ABOUT 0.7 MILE NORTH ALONG BROADWAY FROM THE BROADWAY
 LW0274'BRANCH POST OFFICE AT NEWPORT, 0.1 MILE SOUTH OF THE JUNCTION
 LW0274'OF ADMIRAL KALBFUS ROAD, SET VERTICALLY IN THE NORTHEAST SIDE
 LW0274'OF THE CONCRETE FOUNDATION OF THE SHEFFIELD SCHOOL (A BRICK
 LW0274'BUILDING), 52.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF BROADWAY,
 LW0274'1.3 FEET SOUTHEAST OF THE NORTH CORNER OF THE BUILDING AND 3 FEET
 LW0274'ABOVE THE LEVEL OF THE PARKING AREA.
 LW0274
 LW0274                          STATION RECOVERY (1987)
 LW0274
 LW0274'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0274'RECOVERED IN GOOD CONDITION.
 LW0274
 LW0274                          STATION RECOVERY (1989)
 LW0274
 LW0274'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0274'RECOVERED IN GOOD CONDITION.
 LW0274
 LW0274                          STATION RECOVERY (2006)
 LW0274
 LW0274'RECOVERY NOTE BY US POWER SQUADRON 2006 (TLG)
 LW0274'COORDINATES BY GPS ARE 41 30 16.1 N  071 18 07.5 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0306 ***********************************************************************
 LW0306  DESIGNATION -  T 29
 LW0306  PID         -  LW0306
 LW0306  STATE/COUNTY-  RI/PROVIDENCE
 LW0306  USGS QUAD   -  PAWTUCKET (1975)
 LW0306
 LW0306                         *CURRENT SURVEY CONTROL
 LW0306  ___________________________________________________________________
 LW0306* NAD 83(1986)-  41 57 02.     (N)    071 24 09.     (W)     SCALED    
 LW0306* NAVD 88     -        75.104  (meters)     246.40   (feet)  ADJUSTED  
 LW0306  ___________________________________________________________________
 LW0306  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LW0306  DYNAMIC HT  -          75.082 (meters)     246.33  (feet)  COMP
 LW0306  MODELED GRAV-     980,323.7   (mgal)                       NAVD 88
 LW0306
 LW0306  VERT ORDER  -  SECOND    CLASS 0
 LW0306
 LW0306.The horizontal coordinates were scaled from a topographic map and have
 LW0306.an estimated accuracy of +/- 6 seconds.
 LW0306
 LW0306.The orthometric height was determined by differential leveling
 LW0306.and adjusted by the National Geodetic Survey in June 1991..
 LW0306
 LW0306.The geoid height was determined by GEOID03.
 LW0306
 LW0306.The dynamic height is computed by dividing the NAVD 88
 LW0306.geopotential number by the normal gravity value computed on the
 LW0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0306.degrees latitude (g = 980.6199 gals.).
 LW0306
 LW0306.The modeled gravity was interpolated from observed gravity values.
 LW0306
 LW0306;                    North         East    Units  Estimated Accuracy
 LW0306;SPC RI       -    96,320.      108,080.      MT  (+/- 180 meters Scaled)
 LW0306
 LW0306                          SUPERSEDED SURVEY CONTROL
 LW0306
 LW0306  NGVD 29 (??/??/92)   75.341  (m)          247.18   (f) ADJ UNCH    2 0
 LW0306
 LW0306.Superseded values are not recommended for survey control.
 LW0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0306.See file dsdata.txt to determine how the superseded data were derived.
 LW0306
 LW0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG008470(NAD 83)
 LW0306_MARKER: DB = BENCH MARK DISK
 LW0306_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW0306_SP_SET: WALKWAY
 LW0306_STAMPING: T 29 1969
 LW0306_MARK LOGO: CGS   
 LW0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0306
 LW0306  HISTORY     - Date     Condition        Report By
 LW0306  HISTORY     - 1969     MONUMENTED       CGS
 LW0306  HISTORY     - 1985     GOOD             LOCSUR
 LW0306  HISTORY     - 1985     GOOD             RIGS
 LW0306
 LW0306                          STATION DESCRIPTION
 LW0306
 LW0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0306'4 MI N FROM CUMBERLAND.
 LW0306'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 114 FROM THE TOWN HALL
 LW0306'AT CUMBERLAND, SET ON THE TOP OF THE NORTH END OF THE WEST WALK
 LW0306'WAY ACROSS THE STATE HIGHWAY 114 OVERPASS OVER INTERSTATE
 LW0306'HIGHWAY 295, 17 FEET WEST OF THE CENTER LINE OF HE SOUTHBOUND LANE
 LW0306'OF THE HIGHWAY, 5.6 FEET SOUTH OF THE NORTH END OF THE METAL
 LW0306'BRIDGE GUARD RAIL AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0306
 LW0306                          STATION RECOVERY (1985)
 LW0306
 LW0306'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0306'RECOVERED IN GOOD CONDITION.
 LW0306
 LW0306                          STATION RECOVERY (1985)
 LW0306
 LW0306'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0937 ***********************************************************************
 LW0937  DESIGNATION -  T 3
 LW0937  PID         -  LW0937
 LW0937  STATE/COUNTY-  RI/WASHINGTON
 LW0937  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0937
 LW0937                         *CURRENT SURVEY CONTROL
 LW0937  ___________________________________________________________________
 LW0937* NAD 83(1986)-  41 11 32.     (N)    071 34 08.     (W)     SCALED    
 LW0937* LOCAL TIDAL -         5.178  (meters)      16.99   (feet)  ADJ UNCH  
 LW0937  ___________________________________________________________________
 LW0937  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW0937
 LW0937  VERT ORDER  -  SECOND    CLASS 0
 LW0937
 LW0937.The horizontal coordinates were scaled from a topographic map and have
 LW0937.an estimated accuracy of +/- 6 seconds.
 LW0937
 LW0937.The orthometric height was key entered from printed documents
 LW0937.and not key verified.
 LW0937
 LW0937.The geoid height was determined by GEOID03.
 LW0937
 LW0937;                    North         East    Units  Estimated Accuracy
 LW0937;SPC RI       -    12,100.       94,220.      MT  (+/- 180 meters Scaled)
 LW0937
 LW0937                          SUPERSEDED SURVEY CONTROL
 LW0937
 LW0937.No superseded survey control is available for this station.
 LW0937
 LW0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF845632(NAD 83)
 LW0937_MARKER: DB = BENCH MARK DISK
 LW0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0937_SP_SET: STEP
 LW0937_STAMPING: T 3 1943
 LW0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0937
 LW0937  HISTORY     - Date     Condition        Report By
 LW0937  HISTORY     - 1943     MONUMENTED       CGS
 LW0937
 LW0937                          STATION DESCRIPTION
 LW0937
 LW0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0937'AT BLOCK ISLAND.
 LW0937'ON BLOCK ISLAND, NEWPORT COUNTY, ON THE PAVED ROAD LEADING TO THE
 LW0937'NORTH POINT OF THE ISLAND, AT THE JUNCTION OF A PRIVATE ROAD
 LW0937'LEADING WEST TO THE NORTH SIDE OF A FARMHOUSE (THE BREAKERS),
 LW0937'34 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD, 12 FEET
 LW0937'WEST OF THE CENTER LINE OF THE PAVED ROAD, 33 FEET SOUTHWEST OF
 LW0937'POLE 65, AT THE STEPS LEADING FROM THE ROAD TO THE FARMHOUSE,
 LW0937'AND IN THE TOP OF THE SOUTH END OF THE FIRST CONCRETE STEP.  A
 LW0937'STANDARD DISK, STAMPED T 3 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0379 ***********************************************************************
 LW0379  DESIGNATION -  T 30
 LW0379  PID         -  LW0379
 LW0379  STATE/COUNTY-  RI/PROVIDENCE
 LW0379  USGS QUAD   -  PROVIDENCE (1975)
 LW0379
 LW0379                         *CURRENT SURVEY CONTROL
 LW0379  ___________________________________________________________________
 LW0379* NAD 83(1986)-  41 51 10.     (N)    071 25 35.     (W)     SCALED    
 LW0379* NAVD 88     -        19.086  (meters)      62.62   (feet)  ADJUSTED  
 LW0379  ___________________________________________________________________
 LW0379  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW0379  DYNAMIC HT  -          19.080 (meters)      62.60  (feet)  COMP
 LW0379  MODELED GRAV-     980,319.8   (mgal)                       NAVD 88
 LW0379
 LW0379  VERT ORDER  -  SECOND    CLASS 0
 LW0379
 LW0379.The horizontal coordinates were scaled from a topographic map and have
 LW0379.an estimated accuracy of +/- 6 seconds.
 LW0379
 LW0379.The orthometric height was determined by differential leveling
 LW0379.and adjusted by the National Geodetic Survey in June 1991..
 LW0379
 LW0379.The geoid height was determined by GEOID03.
 LW0379
 LW0379.The dynamic height is computed by dividing the NAVD 88
 LW0379.geopotential number by the normal gravity value computed on the
 LW0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0379.degrees latitude (g = 980.6199 gals.).
 LW0379
 LW0379.The modeled gravity was interpolated from observed gravity values.
 LW0379
 LW0379;                    North         East    Units  Estimated Accuracy
 LW0379;SPC RI       -    85,460.      106,110.      MT  (+/- 180 meters Scaled)
 LW0379
 LW0379                          SUPERSEDED SURVEY CONTROL
 LW0379
 LW0379  NGVD 29 (??/??/92)   19.332  (m)           63.43   (f) ADJ UNCH    2 0
 LW0379
 LW0379.Superseded values are not recommended for survey control.
 LW0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0379.See file dsdata.txt to determine how the superseded data were derived.
 LW0379
 LW0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG985362(NAD 83)
 LW0379_MARKER: DB = BENCH MARK DISK
 LW0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0379_SP_SET: CONCRETE POST
 LW0379_STAMPING: T 30 1969
 LW0379_MARK LOGO: CGS   
 LW0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0379+STABILITY: SURFACE MOTION
 LW0379
 LW0379  HISTORY     - Date     Condition        Report By
 LW0379  HISTORY     - 1969     MONUMENTED       CGS
 LW0379  HISTORY     - 1985     GOOD             LOCSUR
 LW0379  HISTORY     - 19870928 GOOD             RIGS
 LW0379
 LW0379                          STATION DESCRIPTION
 LW0379
 LW0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0379'AT PROVIDENCE.
 LW0379'AT PROVIDENCE, ABOUT 1.35 MILES NORTH ALONG CHARLES STREET AND
 LW0379'STATE HIGHWAY 146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER
 LW0379'CHARLES STREET, SET IN THE TOP OF THE CONCRETE POST AT THE NORTH
 LW0379'END OF THE WEST METAL GUARD RAIL FOR THE STATE HIGHWAY OVERPASS
 LW0379'OVER BRANCH AVENUE, 27 1/2 FEET WEST OF THE CENTER LINE OF
 LW0379'THE SOUTHBOUND LANE OF THE HIGHWAY AND 2 1/2 FEET ABOVE THE
 LW0379'LEVEL OF THE HIGHWAY.
 LW0379
 LW0379                          STATION RECOVERY (1985)
 LW0379
 LW0379'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0379'RECOVERED IN GOOD CONDITION.
 LW0379
 LW0379                          STATION RECOVERY (1987)
 LW0379
 LW0379'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5612 ***********************************************************************
 LW5612  DESIGNATION -  T 30 RESET
 LW5612  PID         -  LW5612
 LW5612  STATE/COUNTY-  RI/PROVIDENCE
 LW5612  USGS QUAD   -  PROVIDENCE (1975)
 LW5612
 LW5612                         *CURRENT SURVEY CONTROL
 LW5612  ___________________________________________________________________
 LW5612* NAD 83(1986)-  41 51 10.     (N)    071 25 35.     (W)     SCALED    
 LW5612* NAVD 88     -        12.55   (meters)      41.2    (feet)  RESET     
 LW5612  ___________________________________________________________________
 LW5612  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW5612
 LW5612  VERT ORDER  -  THIRD
 LW5612
 LW5612.The horizontal coordinates were scaled from a topographic map and have
 LW5612.an estimated accuracy of +/- 6 seconds.
 LW5612
 LW5612.The orthometric height was computed from unverified reset data.
 LW5612.No vertical observational check was made to the station.
 LW5612
 LW5612.The geoid height was determined by GEOID03.
 LW5612
 LW5612;                    North         East    Units  Estimated Accuracy
 LW5612;SPC RI       -    85,460.      106,110.      MT  (+/- 180 meters Scaled)
 LW5612
 LW5612                          SUPERSEDED SURVEY CONTROL
 LW5612
 LW5612  NGVD 29 (11/21/01)   12.79   (m)           42.0    (f) RESET       3  
 LW5612
 LW5612.Superseded values are not recommended for survey control.
 LW5612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5612.See file dsdata.txt to determine how the superseded data were derived.
 LW5612
 LW5612_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG985362(NAD 83)
 LW5612_MARKER: DB = BENCH MARK DISK
 LW5612_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW5612_SP_SET: HEADWALL
 LW5612_STAMPING: T 30 RESET 1987
 LW5612_MARK LOGO: NGS   
 LW5612_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5612+STABILITY: SURFACE MOTION
 LW5612
 LW5612  HISTORY     - Date     Condition        Report By
 LW5612  HISTORY     - 1987     MONUMENTED       RIGS
 LW5612
 LW5612                          STATION DESCRIPTION
 LW5612
 LW5612'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5612'FROM INTERSTATE 95 OVERPASS OVER CHARLES STREET IN PROVIDENCE, GO
 LW5612'NORTH ON CHARLES STREET AND STATE ROUTE 146 FOR 1.9 KM (1.20 MI), THE
 LW5612'MARK IS SET INTO THE TOP OF A 7.6 M (24.9 FT) CULVERT HEADWALL, IT IS
 LW5612'14.02 M (46.0 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 LW5612'ROUTE 146, 3.8 M (12.5 FT) WEST OF A FIBERGLASS WITNESS POST , 7.16 M
 LW5612'(23.5 FT) NORTH OF THE SOUTHERN MOST WING WALL, .45 M (1.5 FT) SOUTH
 LW5612'OF THE NORTHERN MOST WINGWALL OF THE CULVERT, AND 2.43 M (8.0 FT)
 LW5612'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0438 ***********************************************************************
 LW0438  DESIGNATION -  T 31
 LW0438  PID         -  LW0438
 LW0438  STATE/COUNTY-  RI/PROVIDENCE
 LW0438  USGS QUAD   -  PROVIDENCE (1975)
 LW0438
 LW0438                         *CURRENT SURVEY CONTROL
 LW0438  ___________________________________________________________________
 LW0438* NAD 83(1986)-  41 49 03.     (N)    071 25 16.     (W)     SCALED    
 LW0438* NAVD 88     -        22.929  (meters)      75.23   (feet)  ADJUSTED  
 LW0438  ___________________________________________________________________
 LW0438  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW0438  DYNAMIC HT  -          22.922 (meters)      75.20  (feet)  COMP
 LW0438  MODELED GRAV-     980,316.6   (mgal)                       NAVD 88
 LW0438
 LW0438  VERT ORDER  -  SECOND    CLASS 0
 LW0438
 LW0438.The horizontal coordinates were scaled from a topographic map and have
 LW0438.an estimated accuracy of +/- 6 seconds.
 LW0438
 LW0438.The orthometric height was determined by differential leveling
 LW0438.and adjusted by the National Geodetic Survey in June 1991..
 LW0438
 LW0438.The geoid height was determined by GEOID03.
 LW0438
 LW0438.The dynamic height is computed by dividing the NAVD 88
 LW0438.geopotential number by the normal gravity value computed on the
 LW0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0438.degrees latitude (g = 980.6199 gals.).
 LW0438
 LW0438.The modeled gravity was interpolated from observed gravity values.
 LW0438
 LW0438;                    North         East    Units  Estimated Accuracy
 LW0438;SPC RI       -    81,540.      106,560.      MT  (+/- 180 meters Scaled)
 LW0438
 LW0438                          SUPERSEDED SURVEY CONTROL
 LW0438
 LW0438  NGVD 29 (??/??/92)   23.178  (m)           76.04   (f) ADJ UNCH    2 0
 LW0438
 LW0438.Superseded values are not recommended for survey control.
 LW0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0438.See file dsdata.txt to determine how the superseded data were derived.
 LW0438
 LW0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG989323(NAD 83)
 LW0438_MARKER: DB = BENCH MARK DISK
 LW0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0438_SP_SET: CONCRETE WALL
 LW0438_STAMPING: T 31 1969
 LW0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0438
 LW0438  HISTORY     - Date     Condition        Report By
 LW0438  HISTORY     - 1969     MONUMENTED       CGS
 LW0438
 LW0438                          STATION DESCRIPTION
 LW0438
 LW0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0438'AT PROVIDENCE.
 LW0438'AT PROVIDENCE, ABOUT 0.2 MILE WEST ALONG WESTMINSTER STREET FROM
 LW0438'THE WESTMINSTER STREET OVERPASS OVER INTERSTATE HIGHWAY 95, AT
 LW0438'THE JUNCTION OF WESTMINSTER, LOCKWOOD AND CRANSTON STREET, SET
 LW0438'IN THE TOP OF A 1 1/2 FOOT HIGH CONCRETE WALL AT THE NORTHWEST
 LW0438'CORNER OF THE NORTH BUILDING AT THE CENTRAL HIGH SCHOOL (A LARGE
 LW0438'3-STORIED BRICK BUILDING), 68 FEET SOUTH OF THE SOUTH CURB OF
 LW0438'WESTMINSTER STREET, 13.3 FEET NORTH OF THE NORTHWEST CORNER OF
 LW0438'OF THE NORTH WING OF THE NORTH BUILDING OF THE SCHOOL AND 2 FEET
 LW0438'ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1460 ***********************************************************************
 LW1460  DESIGNATION -  T 32
 LW1460  PID         -  LW1460
 LW1460  STATE/COUNTY-  RI/PROVIDENCE
 LW1460  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1460
 LW1460                         *CURRENT SURVEY CONTROL
 LW1460  ___________________________________________________________________
 LW1460* NAD 83(1986)-  41 50 54.     (N)    071 30 18.     (W)     SCALED    
 LW1460* NAVD 88     -        78.903  (meters)     258.87   (feet)  ADJUSTED  
 LW1460  ___________________________________________________________________
 LW1460  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1460  DYNAMIC HT  -          78.877 (meters)     258.78  (feet)  COMP
 LW1460  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 LW1460
 LW1460  VERT ORDER  -  SECOND    CLASS 0
 LW1460
 LW1460.The horizontal coordinates were scaled from a topographic map and have
 LW1460.an estimated accuracy of +/- 6 seconds.
 LW1460
 LW1460.The orthometric height was determined by differential leveling
 LW1460.and adjusted by the National Geodetic Survey in June 1991..
 LW1460
 LW1460.The geoid height was determined by GEOID03.
 LW1460
 LW1460.The dynamic height is computed by dividing the NAVD 88
 LW1460.geopotential number by the normal gravity value computed on the
 LW1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1460.degrees latitude (g = 980.6199 gals.).
 LW1460
 LW1460.The modeled gravity was interpolated from observed gravity values.
 LW1460
 LW1460;                    North         East    Units  Estimated Accuracy
 LW1460;SPC RI       -    84,960.       99,590.      MT  (+/- 180 meters Scaled)
 LW1460
 LW1460                          SUPERSEDED SURVEY CONTROL
 LW1460
 LW1460  NGVD 29 (??/??/92)   79.152  (m)          259.68   (f) ADJ UNCH    2 0
 LW1460
 LW1460.Superseded values are not recommended for survey control.
 LW1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1460.See file dsdata.txt to determine how the superseded data were derived.
 LW1460
 LW1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG920359(NAD 83)
 LW1460_MARKER: DB = BENCH MARK DISK
 LW1460_SETTING: 80 = SET IN A BOULDER
 LW1460_SP_SET: BOULDER
 LW1460_STAMPING: T 32 1969
 LW1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1460+STABILITY: SURFACE MOTION
 LW1460
 LW1460  HISTORY     - Date     Condition        Report By
 LW1460  HISTORY     - 1969     MONUMENTED       CGS
 LW1460
 LW1460                          STATION DESCRIPTION
 LW1460
 LW1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1460'1.9 MI N FROM JOHNSTON.
 LW1460'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION
 LW1460'OF U.S. HIGHWAY 6 AT JOHNSTON, ABOUT 1.45 MILES SOUTH ALONG PINE
 LW1460'HILL AVENUE FROM THE JUNCTION OF U.S. HIGHWAY 44 AT GRANITEVILLE,
 LW1460'180 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY
 LW1460'AND PINE HILL AVENUE, SET IN THE TOP OF A ROCK WHICH IS 10 FEET
 LW1460'LONG-7 FEET WIDE AND 3 FEET HIGH, 32 FEET NORTHWEST OF THE CENTER
 LW1460'LINE OF A DRIVEWAY LEADING SOUTHWEST TO A RESIDENCE AT HOUSE
 LW1460'NUMBER 630, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY
 LW1460'AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1302 ***********************************************************************
 LW1302  DESIGNATION -  T 33
 LW1302  PID         -  LW1302
 LW1302  STATE/COUNTY-  RI/PROVIDENCE
 LW1302  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1302
 LW1302                         *CURRENT SURVEY CONTROL
 LW1302  ___________________________________________________________________
 LW1302* NAD 83(1986)-  41 52 12.     (N)    071 32 07.     (W)     SCALED    
 LW1302* NAVD 88     -        67.812  (meters)     222.48   (feet)  ADJUSTED  
 LW1302  ___________________________________________________________________
 LW1302  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW1302  DYNAMIC HT  -          67.790 (meters)     222.41  (feet)  COMP
 LW1302  MODELED GRAV-     980,289.4   (mgal)                       NAVD 88
 LW1302
 LW1302  VERT ORDER  -  SECOND    CLASS 0
 LW1302
 LW1302.The horizontal coordinates were scaled from a topographic map and have
 LW1302.an estimated accuracy of +/- 6 seconds.
 LW1302
 LW1302.The orthometric height was determined by differential leveling
 LW1302.and adjusted by the National Geodetic Survey in June 1991..
 LW1302
 LW1302.The geoid height was determined by GEOID03.
 LW1302
 LW1302.The dynamic height is computed by dividing the NAVD 88
 LW1302.geopotential number by the normal gravity value computed on the
 LW1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1302.degrees latitude (g = 980.6199 gals.).
 LW1302
 LW1302.The modeled gravity was interpolated from observed gravity values.
 LW1302
 LW1302;                    North         East    Units  Estimated Accuracy
 LW1302;SPC RI       -    87,370.       97,070.      MT  (+/- 180 meters Scaled)
 LW1302
 LW1302                          SUPERSEDED SURVEY CONTROL
 LW1302
 LW1302  NGVD 29 (??/??/92)   68.060  (m)          223.29   (f) ADJ UNCH    2 0
 LW1302
 LW1302.Superseded values are not recommended for survey control.
 LW1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1302.See file dsdata.txt to determine how the superseded data were derived.
 LW1302
 LW1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG896384(NAD 83)
 LW1302_MARKER: DB = BENCH MARK DISK
 LW1302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1302_SP_SET: CULVERT
 LW1302_STAMPING: T 33 1969
 LW1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1302
 LW1302  HISTORY     - Date     Condition        Report By
 LW1302  HISTORY     - 1969     MONUMENTED       CGS
 LW1302
 LW1302                          STATION DESCRIPTION
 LW1302
 LW1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1302'AT GREENVILLE.
 LW1302'AT GREENVILLE, ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 44 FROM
 LW1302'THE POST OFFICE, ABOUT 0.3 MILE WEST OF THE INTERSECTION OF
 LW1302'STATE HIGHWAY 5, SET ON THE TOP OF THE EAST END OF THE SOUTH
 LW1302'HEAD WALL FOR A 6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY
 LW1302'FOR REAPER BROOK, 30 FEET SOUTH OF THE CENTER LINE OF THE
 LW1302'EASTBOUND LANE OF THE HIGHWAY, 1 FOOT WEST OF THE EAST END OF
 LW1302'THE HEAD WALL AND 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1122 ***********************************************************************
 LW1122  DESIGNATION -  T 9
 LW1122  PID         -  LW1122
 LW1122  STATE/COUNTY-  RI/PROVIDENCE
 LW1122  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1122
 LW1122                         *CURRENT SURVEY CONTROL
 LW1122  ___________________________________________________________________
 LW1122* NAD 83(1986)-  41 51 06.     (N)    071 46 30.     (W)     SCALED    
 LW1122* NAVD 88     -       235.992  (meters)     774.25   (feet)  ADJUSTED  
 LW1122  ___________________________________________________________________
 LW1122  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW1122  DYNAMIC HT  -         235.908 (meters)     773.97  (feet)  COMP
 LW1122  MODELED GRAV-     980,258.0   (mgal)                       NAVD 88
 LW1122
 LW1122  VERT ORDER  -  SECOND    CLASS 0
 LW1122
 LW1122.The horizontal coordinates were scaled from a topographic map and have
 LW1122.an estimated accuracy of +/- 6 seconds.
 LW1122
 LW1122.The orthometric height was determined by differential leveling
 LW1122.and adjusted by the National Geodetic Survey in June 1991..
 LW1122
 LW1122.The geoid height was determined by GEOID03.
 LW1122
 LW1122.The dynamic height is computed by dividing the NAVD 88
 LW1122.geopotential number by the normal gravity value computed on the
 LW1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1122.degrees latitude (g = 980.6199 gals.).
 LW1122
 LW1122.The modeled gravity was interpolated from observed gravity values.
 LW1122
 LW1122;                    North         East    Units  Estimated Accuracy
 LW1122;SPC RI       -    85,370.       77,160.      MT  (+/- 180 meters Scaled)
 LW1122
 LW1122                          SUPERSEDED SURVEY CONTROL
 LW1122
 LW1122  NGVD 29 (??/??/92)  236.231  (m)          775.03   (f) ADJ UNCH    2 0
 LW1122
 LW1122.Superseded values are not recommended for survey control.
 LW1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1122.See file dsdata.txt to determine how the superseded data were derived.
 LW1122
 LW1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG696370(NAD 83)
 LW1122_MARKER: DB = BENCH MARK DISK
 LW1122_SETTING: 80 = SET IN A BOULDER
 LW1122_SP_SET: BOULDER
 LW1122_STAMPING: T 9 1958
 LW1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1122+STABILITY: SURFACE MOTION
 LW1122
 LW1122  HISTORY     - Date     Condition        Report By
 LW1122  HISTORY     - 1958     MONUMENTED       CGS
 LW1122  HISTORY     - 1969     GOOD             NGS
 LW1122
 LW1122                          STATION DESCRIPTION
 LW1122
 LW1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1122'0.9 MI W FROM FOSTER.
 LW1122'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 101 FROM THE
 LW1122'INTERSECTION OF STATE HIGHWAY 94 AT FOSTER, ABOUT 0.95 MILE EAST
 LW1122'OF THE RHODE ISLAND-CONNECTICUT STATE LINE, ON THE EAST SLOPE
 LW1122'OF A LONG HILL, 160 1/2 FEET SOUTHWEST OF THE CENTER OF THE
 LW1122'JUNCTION OF A DRIVEWAY LEADING SOUTH TO A FRAME HOUSE, SET IN
 LW1122'THE TOP OF AN IMBEDDED BOULDER WHICH PROJECTS 1 FOOT ABOVE THE
 LW1122'GROUND AND IS 7 FEET LONG - 3 1/2 FEET WIDE, 51 FEET SOUTH OF
 LW1122'THE CENTER LINE OF THE HIGHWAY, 135 1/2 FEET SOUTHEAST OF POWER
 LW1122'LINE POLE 208 AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2510 ***********************************************************************
 LW2510  DESIGNATION -  TANK
 LW2510  PID         -  LW2510
 LW2510  STATE/COUNTY-  RI/NEWPORT
 LW2510  USGS QUAD   -  WICKFORD (1995)
 LW2510
 LW2510                         *CURRENT SURVEY CONTROL
 LW2510  ___________________________________________________________________
 LW2510* NAD 83(1996)-  41 32 21.42754(N)    071 22 32.02970(W)     ADJUSTED  
 LW2510* NAVD 88     -                                                        
 LW2510  ___________________________________________________________________
 LW2510  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 LW2510  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW2510
 LW2510  HORZ ORDER  -  THIRD
 LW2510
 LW2510.The horizontal coordinates were established by classical geodetic methods
 LW2510.and adjusted by the National Geodetic Survey in August 1998..
 LW2510
 LW2510
 LW2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2510
 LW2510.The geoid height was determined by GEOID03.
 LW2510
 LW2510;                    North         East     Units Scale Factor Converg.
 LW2510;SPC RI       -    50,645.169   110,383.600   MT  0.99999508   +0 04 57.1
 LW2510;SPC RI       -   166,158.36    362,150.19   sFT  0.99999508   +0 04 57.1
 LW2510;UTM  19      - 4,601,350.631   301,841.785   MT  1.00008325   -1 34 33.0
 LW2510
 LW2510                          SUPERSEDED SURVEY CONTROL
 LW2510
 LW2510  NAD 83(1996)-  41 32 21.42700(N)    071 22 32.02912(W) AD(       ) 4
 LW2510  NAD 83(1992)-  41 32 21.42600(N)    071 22 32.02896(W) AD(       ) 4
 LW2510  NAD 83(1992)-  41 32 21.42541(N)    071 22 32.02873(W) AD(       ) 4
 LW2510  NAD 83(1986)-  41 32 21.42539(N)    071 22 32.02728(W) AD(       ) 4
 LW2510  NAD 27      -  41 32 21.05600(N)    071 22 33.83300(W) AD(       ) 3
 LW2510
 LW2510.Superseded values are not recommended for survey control.
 LW2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2510.See file dsdata.txt to determine how the superseded data were derived.
 LW2510
 LW2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0184201351(NAD 83)
 LW2510
 LW2510  HISTORY     - Date     Condition        Report By
 LW2510  HISTORY     - 1915     MONUMENTED       CGS
 LW2510  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2510
 LW2510                          STATION DESCRIPTION
 LW2510
 LW2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2510'STATION IS A SMALL BLACK TANK ON CONANICUT ISLAND MIDWAY BETWEEN
 LW2510'ITS EASTERN AND WESTERN SHORES AND 2-3/8 MILES FROM ITS N END ON
 LW2510'THE W SIDE OF THE MAIN ROAD.  A SCHOOLHOUSE IS ABOUT 80 METERS TO
 LW2510'THE SOUTHWARD.
 LW2510
 LW2510                          STATION RECOVERY (1956)
 LW2510
 LW2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2510'THE STATION IS LOST.  NO EVIDENCE OF A TANK IN THIS LOCALITY
 LW2510'EXISTS TODAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0657 ***********************************************************************
 LW0657  DESIGNATION -  TAVERN
 LW0657  PID         -  LW0657
 LW0657  STATE/COUNTY-  RI/WASHINGTON
 LW0657  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0657
 LW0657                         *CURRENT SURVEY CONTROL
 LW0657  ___________________________________________________________________
 LW0657* NAD 83(1996)-  41 22 22.44254(N)    071 28 59.59679(W)     ADJUSTED  
 LW0657* NAVD 88     -         3.75   (+/-2cm)      12.3    (feet)  VERTCON   
 LW0657  ___________________________________________________________________
 LW0657  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 LW0657  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0657
 LW0657  HORZ ORDER  -  SECOND
 LW0657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LW0657
 LW0657.The horizontal coordinates were established by classical geodetic methods
 LW0657.and adjusted by the National Geodetic Survey in August 1998..
 LW0657
 LW0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0657.The vertical order pertains to the NGVD 29 superseded value.
 LW0657
 LW0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0657
 LW0657.The geoid height was determined by GEOID03.
 LW0657
 LW0657;                    North         East     Units Scale Factor Converg.
 LW0657;SPC RI       -    32,158.801   101,403.682   MT  0.99999377   +0 00 39.9
 LW0657;SPC RI       -   105,507.67    332,688.58   sFT  0.99999377   +0 00 39.9
 LW0657;UTM  19      - 4,583,129.384   292,330.423   MT  1.00013078   -1 38 30.8
 LW0657
 LW0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0657!SPC RI       -   1.00000417  x   0.99999377  =   0.99999794
 LW0657!UTM  19      -   1.00000417  x   1.00013078  =   1.00013495
 LW0657
 LW0657:                Primary Azimuth Mark                     Grid Az
 LW0657:SPC RI       -  TOWER 7                                  018 50 10.8
 LW0657:UTM  19      -  TOWER 7                                  020 29 21.5
 LW0657
 LW0657|---------------------------------------------------------------------|
 LW0657| PID    Reference Object                     Distance      Geod. Az  |
 LW0657|                                                           dddmmss.s |
 LW0657| LW2926 TOWER 7                             APPROX. 1.3 KM 0185050.7 |
 LW0657| LW0658 TAVERN RM 1                           6.183 METERS 11259     |
 LW0657| LW0659 TAVERN RM 2                           9.652 METERS 33344     |
 LW0657|---------------------------------------------------------------------|
 LW0657
 LW0657                          SUPERSEDED SURVEY CONTROL
 LW0657
 LW0657  NAD 83(1996)-  41 22 22.44159(N)    071 28 59.59561(W) AD(       ) 2
 LW0657  NAD 83(1992)-  41 22 22.44117(N)    071 28 59.59611(W) AD(       ) 2
 LW0657  NAD 83(1992)-  41 22 22.43993(N)    071 28 59.59582(W) AD(       ) 2
 LW0657  NAD 83(1986)-  41 22 22.43944(N)    071 28 59.59530(W) AD(       ) 2
 LW0657  NAD 27      -  41 22 22.07200(N)    071 29 01.38700(W) AD(       ) 2
 LW0657  NGVD 29 (??/??/92)    4.032  (m)           13.23   (f) ADJ UNCH    2 0
 LW0657
 LW0657.Superseded values are not recommended for survey control.
 LW0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0657.See file dsdata.txt to determine how the superseded data were derived.
 LW0657
 LW0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9233083129(NAD 83)
 LW0657_MARKER: DS = TRIANGULATION STATION DISK
 LW0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0657_STAMPING: TAVERN 1943
 LW0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0657+STABILITY: SURFACE MOTION
 LW0657
 LW0657  HISTORY     - Date     Condition        Report By
 LW0657  HISTORY     - 1943     MONUMENTED       CGS
 LW0657  HISTORY     - 1943     GOOD             CGS
 LW0657  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW0657
 LW0657                          STATION DESCRIPTION
 LW0657
 LW0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0657'STATION IS LOCATED ON THE E SHORE OF POINT JUDITH NECK ABOUT 1/2
 LW0657'MILE NNW OF THE POINT JUDITH LIGHTHOUSE.  IT IS ABOUT 250 FEET
 LW0657'ESE OF BON VUE INN, WHICH IS LOCATED AT THE INTERSECTION OF THE
 LW0657'MAIN PAVED ROADS LOCALLY KNOWN AS COZY CORNERS, ABOUT 47 FEET WNW
 LW0657'OF THE HIGH WATER LINE, AND ABOUT 24 FEET N OF A WIRE FENCE.  IT
 LW0657'IS STAMPED TAVERN 1943 AND PROJECTS ABOUT 12 INCHES.
 LW0657'
 LW0657'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 LW0657'REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN BOULDERS.
 LW0657'
 LW0657'REFERENCE MARK 1 IS ESE OF THE STATION.  IT IS STAMPED TAVERN NO 1
 LW0657'1943 AND PROJECTS ABOUT 12 INCHES.
 LW0657'
 LW0657'REFERENCE MARK 2 IS NW OF THE STATION.  IT IS STAMPED TAVERN NO 2
 LW0657'1943 AND PROJECTS ABOUT 6 INCHES.
 LW0657'
 LW0657'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LW0657
 LW0657                          STATION RECOVERY (1943)
 LW0657
 LW0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0657'AT POINT JUDITH.
 LW0657'AT POINT JUDITH, ABOUT 1/2 MILE NORTH-NORTHWEST OF THE POINT
 LW0657'JUDITH LIGHTHOUSE, 0.2 MILE EAST OF THE INTERSECTION OF THE
 LW0657'POINT JUDITH ROAD AND A FOUR-LANE HIGHWAY, 250 FEET EAST-SOUTHEAST
 LW0657'OF THE BON VUE INN AND THE INTERSECTION OF THE MAIN PAVED ROADS
 LW0657'(LOCALLY KNOWN AS COZY CORNERS), 47 FEET WEST-NORTHWEST OF THE
 LW0657'HIGH-WATERLINE, AND 24 FEET NORTH OF A WIRE FENCE.  SET IN THE
 LW0657'TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE THE GROUND.
 LW0657
 LW0657                          STATION RECOVERY (1954)
 LW0657
 LW0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0657'LOST.  STATION AND REFERENCE MARK 1 WERE DESTROYED WHEN A GARAGE
 LW0657'WAS CONSTRUCTED OVER THE SITE.  REFERENCE MARK 2 WAS RECOVERED IN
 LW0657'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR THE
 LW0657'RECOVERY OF REFERENCE MARK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0658 ***********************************************************************
 LW0658  DESIGNATION -  TAVERN RM 1
 LW0658  PID         -  LW0658
 LW0658  STATE/COUNTY-  RI/WASHINGTON
 LW0658  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0658
 LW0658                         *CURRENT SURVEY CONTROL
 LW0658  ___________________________________________________________________
 LW0658* NAD 83(1986)-  41 22 22.     (N)    071 28 59.     (W)     SCALED    
 LW0658* NAVD 88     -         3.80   (+/-2cm)      12.5    (feet)  VERTCON   
 LW0658  ___________________________________________________________________
 LW0658  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0658
 LW0658  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LW0658
 LW0658.The horizontal coordinates were scaled from a topographic map and have
 LW0658.an estimated accuracy of +/- 6 seconds.
 LW0658
 LW0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0658.The vertical order pertains to the NGVD 29 superseded value.
 LW0658
 LW0658.The geoid height was determined by GEOID03.
 LW0658
 LW0658;                    North         East    Units  Estimated Accuracy
 LW0658;SPC RI       -    32,150.      101,420.      MT  (+/- 180 meters Scaled)
 LW0658
 LW0658                          SUPERSEDED SURVEY CONTROL
 LW0658
 LW0658  NGVD 29 (??/??/92)    4.074  (m)           13.37   (f) ADJ UNCH    2 0
 LW0658
 LW0658.Superseded values are not recommended for survey control.
 LW0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0658.See file dsdata.txt to determine how the superseded data were derived.
 LW0658
 LW0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF923831(NAD 83)
 LW0658_MARKER: DR = REFERENCE MARK DISK
 LW0658_SETTING: 80 = SET IN A BOULDER
 LW0658_SP_SET: BOULDER
 LW0658_STAMPING: TAVERN NO 1 1943
 LW0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0658+STABILITY: SURFACE MOTION
 LW0658
 LW0658  HISTORY     - Date     Condition        Report By
 LW0658  HISTORY     - 1943     MONUMENTED       CGS
 LW0658
 LW0658                          STATION DESCRIPTION
 LW0658
 LW0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0658'AT POINT JUDITH.
 LW0658'31.67 FEET NORTHWEST OF TRIANGULATION STATION TAVERN DESCRIBED
 LW0658'ABOVE, AND IN THE TOP OF A BOULDER PROJECTING ABOUT 6 INCHES
 LW0658'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0659 ***********************************************************************
 LW0659  DESIGNATION -  TAVERN RM 2
 LW0659  PID         -  LW0659
 LW0659  STATE/COUNTY-  RI/WASHINGTON
 LW0659  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0659
 LW0659                         *CURRENT SURVEY CONTROL
 LW0659  ___________________________________________________________________
 LW0659* NAD 83(1986)-  41 22 22.     (N)    071 28 59.     (W)     SCALED    
 LW0659* NAVD 88     -         3.51   (+/-2cm)      11.5    (feet)  VERTCON   
 LW0659  ___________________________________________________________________
 LW0659  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0659
 LW0659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LW0659
 LW0659.The horizontal coordinates were scaled from a topographic map and have
 LW0659.an estimated accuracy of +/- 6 seconds.
 LW0659
 LW0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0659.The vertical order pertains to the NGVD 29 superseded value.
 LW0659
 LW0659.The geoid height was determined by GEOID03.
 LW0659
 LW0659;                    North         East    Units  Estimated Accuracy
 LW0659;SPC RI       -    32,150.      101,420.      MT  (+/- 180 meters Scaled)
 LW0659
 LW0659                          SUPERSEDED SURVEY CONTROL
 LW0659
 LW0659  NGVD 29 (??/??/92)    3.784  (m)           12.41   (f) ADJ UNCH    2 0
 LW0659
 LW0659.Superseded values are not recommended for survey control.
 LW0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0659.See file dsdata.txt to determine how the superseded data were derived.
 LW0659
 LW0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF923831(NAD 83)
 LW0659_MARKER: DR = REFERENCE MARK DISK
 LW0659_SETTING: 80 = SET IN A BOULDER
 LW0659_SP_SET: BOULDER
 LW0659_STAMPING: TAVERN NO 2 1943
 LW0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0659+STABILITY: SURFACE MOTION
 LW0659
 LW0659  HISTORY     - Date     Condition        Report By
 LW0659  HISTORY     - 1943     MONUMENTED       CGS
 LW0659
 LW0659                          STATION DESCRIPTION
 LW0659
 LW0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0659'AT POINT JUDITH.
 LW0659'31.67 FEET NORTHWEST OF TRIANGULATION STATION TAVERN DESCRIBED
 LW0659'ABOVE, AND IN THE TOP OF A BOULDER PROJECTING ABOUT 6 INCHES
 LW0659'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5739 ***********************************************************************
 LW5739  DESIGNATION -  TBM NEWPORT TP 1
 LW5739  PID         -  LW5739
 LW5739  STATE/COUNTY-  RI/NEWPORT
 LW5739  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW5739
 LW5739                         *CURRENT SURVEY CONTROL
 LW5739  ___________________________________________________________________
 LW5739* NAD 83(1996)-  41 31 59.85982(N)    071 16 52.06121(W)     ADJUSTED  
 LW5739* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 LW5739  ___________________________________________________________________
 LW5739  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 LW5739  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW5739  DYNAMIC HT  -          49.0   (meters)     161.    (feet)  COMP
 LW5739  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 LW5739
 LW5739  HORZ ORDER  -  SECOND
 LW5739
 LW5739.This mark is at Newport State Airport (2B4)
 LW5739
 LW5739.The horizontal coordinates were established by classical geodetic methods
 LW5739.and adjusted by the National Geodetic Survey in August 1998..
 LW5739
 LW5739.The orthometric height was scaled from a topographic map.
 LW5739
 LW5739.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5739
 LW5739.The geoid height was determined by GEOID03.
 LW5739
 LW5739.The dynamic height is computed by dividing the NAVD 88
 LW5739.geopotential number by the normal gravity value computed on the
 LW5739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5739.degrees latitude (g = 980.6199 gals.).
 LW5739
 LW5739.The modeled gravity was interpolated from observed gravity values.
 LW5739
 LW5739;                    North         East     Units Scale Factor Converg.
 LW5739;SPC RI       -    49,995.438   118,265.492   MT  0.99999785   +0 08 42.4
 LW5739;SPC RI       -   164,026.70    388,009.37   sFT  0.99999785   +0 08 42.4
 LW5739;UTM  19      - 4,600,473.032   309,702.109   MT  1.00004567   -1 30 46.7
 LW5739
 LW5739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5739!SPC RI       -   0.99999700  x   0.99999785  =   0.99999485
 LW5739!UTM  19      -   0.99999700  x   1.00004567  =   1.00004267
 LW5739
 LW5739                          SUPERSEDED SURVEY CONTROL
 LW5739
 LW5739  NAD 83(1996)-  41 31 59.85945(N)    071 16 52.06079(W) AD(       ) 2
 LW5739  NAD 83(1992)-  41 31 59.85819(N)    071 16 52.06044(W) AD(       ) 2
 LW5739  NAD 83(1992)-  41 31 59.85769(N)    071 16 52.06011(W) AD(       ) 2
 LW5739  NAD 83(1986)-  41 31 59.85774(N)    071 16 52.05851(W) AD(       ) 2
 LW5739  NAD 27      -  41 31 59.48876(N)    071 16 53.87862(W) AD(       ) 2
 LW5739  NGVD 29 (07/20/87)   49.2    (m)          161.     (f) VERT ANG       
 LW5739
 LW5739.Superseded values are not recommended for survey control.
 LW5739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5739.See file dsdata.txt to determine how the superseded data were derived.
 LW5739
 LW5739_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0970200473(NAD 83)
 LW5739_MARKER: W = UNMONUMENTED
 LW5739_SETTING: 0 = UNSPECIFIED SETTING
 LW5739_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5739
 LW5739  HISTORY     - Date     Condition        Report By
 LW5739  HISTORY     - 1985     MONUMENTED       NGS
 LW5739
 LW5739                          STATION DESCRIPTION
 LW5739
 LW5739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW5739'THE STATION IS LOCATED AT THE NEWPORT AIRPORT AND IS APPROXIMATELY
 LW5739'NORTH OF THE INTERSECTION OF NEWPORT RUNWAYS 16 AND 22.
 LW5739'OWNERSHIP--STATE OF RHODE ISLAND, MR. EUGENE ROBENTS MANAGER,
 LW5739'NEWPORT STATE AIRPORT, MIDDLETOWN RHODE ISLAND 02840. PHONE
 LW5739'401-846-2200. NOTE-CONTACT ABOVE BEFORE ENTERING AIRPORT.
 LW5739'
 LW5739'TO REACH STATION SEE GENERAL LOCATION.
 LW5739'
 LW5739'THE STATION IS A 2 BY 2 INCH WOODEN STAKE WITH A NAIL IN THE
 LW5739'CENTER, DRIVEN FLUSH WITH THE GROUND.
 LW5739'
 LW5739'AN EDM TIE WAS MADE TO APORT 1968 AND NEWPORT RUNWAY 22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5740 ***********************************************************************
 LW5740  DESIGNATION -  TBM NEWPORT TP 2
 LW5740  PID         -  LW5740
 LW5740  STATE/COUNTY-  RI/NEWPORT
 LW5740  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW5740
 LW5740                         *CURRENT SURVEY CONTROL
 LW5740  ___________________________________________________________________
 LW5740* NAD 83(1996)-  41 31 56.36512(N)    071 16 46.81375(W)     ADJUSTED  
 LW5740* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 LW5740  ___________________________________________________________________
 LW5740  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 LW5740  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW5740  DYNAMIC HT  -          50.6   (meters)     166.    (feet)  COMP
 LW5740  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 LW5740
 LW5740  HORZ ORDER  -  SECOND
 LW5740
 LW5740.This mark is at Newport State Airport (2B4)
 LW5740
 LW5740.The horizontal coordinates were established by classical geodetic methods
 LW5740.and adjusted by the National Geodetic Survey in August 1998..
 LW5740
 LW5740.The orthometric height was scaled from a topographic map.
 LW5740
 LW5740.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5740
 LW5740.The geoid height was determined by GEOID03.
 LW5740
 LW5740.The dynamic height is computed by dividing the NAVD 88
 LW5740.geopotential number by the normal gravity value computed on the
 LW5740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5740.degrees latitude (g = 980.6199 gals.).
 LW5740
 LW5740.The modeled gravity was interpolated from observed gravity values.
 LW5740
 LW5740;                    North         East     Units Scale Factor Converg.
 LW5740;SPC RI       -    49,887.932   118,387.410   MT  0.99999791   +0 08 45.9
 LW5740;SPC RI       -   163,673.99    388,409.36   sFT  0.99999791   +0 08 45.9
 LW5740;UTM  19      - 4,600,362.038   309,820.871   MT  1.00004511   -1 30 43.1
 LW5740
 LW5740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5740!SPC RI       -   0.99999675  x   0.99999791  =   0.99999466
 LW5740!UTM  19      -   0.99999675  x   1.00004511  =   1.00004186
 LW5740
 LW5740                          SUPERSEDED SURVEY CONTROL
 LW5740
 LW5740  NAD 83(1996)-  41 31 56.36475(N)    071 16 46.81334(W) AD(       ) 2
 LW5740  NAD 83(1992)-  41 31 56.36349(N)    071 16 46.81298(W) AD(       ) 2
 LW5740  NAD 83(1992)-  41 31 56.36299(N)    071 16 46.81266(W) AD(       ) 2
 LW5740  NAD 83(1986)-  41 31 56.36286(N)    071 16 46.81111(W) AD(       ) 2
 LW5740  NAD 27      -  41 31 55.99382(N)    071 16 48.63143(W) AD(       ) 2
 LW5740  NGVD 29 (07/20/87)   50.9    (m)          167.     (f) VERT ANG       
 LW5740
 LW5740.Superseded values are not recommended for survey control.
 LW5740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5740.See file dsdata.txt to determine how the superseded data were derived.
 LW5740
 LW5740_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0982100362(NAD 83)
 LW5740_MARKER: W = UNMONUMENTED
 LW5740_SETTING: 0 = UNSPECIFIED SETTING
 LW5740_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5740
 LW5740  HISTORY     - Date     Condition        Report By
 LW5740  HISTORY     - 1985     MONUMENTED       NGS
 LW5740
 LW5740                          STATION DESCRIPTION
 LW5740
 LW5740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW5740'THE STATION IS LOCATED AT THE NEWPORT AIRPORT, AND APPROXIMATELY
 LW5740'EAST OF THE INTERSECTION OF NEWPORT RUNWAYS 22 AND 34.
 LW5740'OWNERSHIP--STATE OF RHODE ISLAND, MR. EUGENE ROBENTS MANAGER,
 LW5740'NEWPORT STATE AIRPORT, MIDDLETOWN RHODE ISLAND 02840.
 LW5740'PHONE 401-846-2200. NOTE CONTACT ABOVE BEFORE ENTERING AIRPORT.
 LW5740'
 LW5740'TO REACH LOCATION SEE GENERAL LOCATION.
 LW5740'
 LW5740'THE STATION IS A 2 BY 2 INCH WOODEN STAKE WITH A NAIL IN THE
 LW5740'CENTER, DRIVEN FLUSH WITH THE GROUND.
 LW5740'
 LW5740'AN EDM TIE WAS MADE TO NEWPORT RUNWAY 34 AND NEWPORT RUNWAY 22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5738 ***********************************************************************
 LW5738  DESIGNATION -  TBM NEWPORT TP 3
 LW5738  PID         -  LW5738
 LW5738  STATE/COUNTY-  RI/NEWPORT
 LW5738  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW5738
 LW5738                         *CURRENT SURVEY CONTROL
 LW5738  ___________________________________________________________________
 LW5738* NAD 83(1996)-  41 31 54.15457(N)    071 16 51.49823(W)     ADJUSTED  
 LW5738* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 LW5738  ___________________________________________________________________
 LW5738  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LW5738  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW5738  DYNAMIC HT  -          48.4   (meters)     159.    (feet)  COMP
 LW5738  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 LW5738
 LW5738  HORZ ORDER  -  SECOND
 LW5738
 LW5738.This mark is at Newport State Airport (2B4)
 LW5738
 LW5738.The horizontal coordinates were established by classical geodetic methods
 LW5738.and adjusted by the National Geodetic Survey in August 1998..
 LW5738
 LW5738.The orthometric height was scaled from a topographic map.
 LW5738
 LW5738.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5738
 LW5738.The geoid height was determined by GEOID03.
 LW5738
 LW5738.The dynamic height is computed by dividing the NAVD 88
 LW5738.geopotential number by the normal gravity value computed on the
 LW5738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5738.degrees latitude (g = 980.6199 gals.).
 LW5738
 LW5738.The modeled gravity was interpolated from observed gravity values.
 LW5738
 LW5738;                    North         East     Units Scale Factor Converg.
 LW5738;SPC RI       -    49,819.459   118,278.989   MT  0.99999786   +0 08 42.8
 LW5738;SPC RI       -   163,449.34    388,053.65   sFT  0.99999786   +0 08 42.8
 LW5738;UTM  19      - 4,600,296.727   309,710.509   MT  1.00004563   -1 30 46.1
 LW5738
 LW5738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5738!SPC RI       -   0.99999709  x   0.99999786  =   0.99999495
 LW5738!UTM  19      -   0.99999709  x   1.00004563  =   1.00004272
 LW5738
 LW5738                          SUPERSEDED SURVEY CONTROL
 LW5738
 LW5738  NAD 83(1996)-  41 31 54.15421(N)    071 16 51.49783(W) AD(       ) 2
 LW5738  NAD 83(1992)-  41 31 54.15294(N)    071 16 51.49747(W) AD(       ) 2
 LW5738  NAD 83(1992)-  41 31 54.15245(N)    071 16 51.49715(W) AD(       ) 2
 LW5738  NAD 83(1986)-  41 31 54.15239(N)    071 16 51.49539(W) AD(       ) 2
 LW5738  NAD 27      -  41 31 53.78335(N)    071 16 53.31557(W) AD(       ) 2
 LW5738  NGVD 29 (07/20/87)   48.7    (m)          160.     (f) VERT ANG       
 LW5738
 LW5738.Superseded values are not recommended for survey control.
 LW5738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5738.See file dsdata.txt to determine how the superseded data were derived.
 LW5738
 LW5738_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0971100297(NAD 83)
 LW5738_MARKER: W = UNMONUMENTED
 LW5738_SETTING: 0 = UNSPECIFIED SETTING
 LW5738_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5738
 LW5738  HISTORY     - Date     Condition        Report By
 LW5738  HISTORY     - 1985     MONUMENTED       NGS
 LW5738
 LW5738                          STATION DESCRIPTION
 LW5738
 LW5738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW5738'THE STATION IS LOCATED AT THE NEWPORT AIRPORT AND APPROXIMATELY
 LW5738'SOUTH-SOUTHWEST OF THE INTERSECTION OF RUNWAYS 16 AND 4.
 LW5738'OWNERSHIP--STATE OF RHODE ISLAND, MR EUGENE ROBENTS MANAGER,
 LW5738'NEWPORT STATE AIRPORT, MIDDLETOWN RHODE ISLAND 02840.  PHONE
 LW5738'401-846-2200. NOTE CONTACT ABOVE BEFORE ENTERING AIRPORT.
 LW5738'
 LW5738'TO REACH STATION SEE GENERAL LOCATION.
 LW5738'
 LW5738'THE STATION IS A 2 BY 2 INCH WOODEN STAKE WITH A NAIL IN THE
 LW5738'CENTER, DRIVEN FLUSH WITH THE GROUND.
 LW5738'
 LW5738'AN EDM TIE WAS MADE TO NEWPORT RUNWAY 4 AND NEWPORT RUNWAY 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5741 ***********************************************************************
 LW5741  DESIGNATION -  TBM WESTERLY TP 1
 LW5741  PID         -  LW5741
 LW5741  STATE/COUNTY-  RI/WASHINGTON
 LW5741  USGS QUAD   -  WATCH HILL (1984)
 LW5741
 LW5741                         *CURRENT SURVEY CONTROL
 LW5741  ___________________________________________________________________
 LW5741* NAD 83(1996)-  41 21 03.09432(N)    071 48 16.70026(W)     ADJUSTED  
 LW5741* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 LW5741  ___________________________________________________________________
 LW5741  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LW5741  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW5741  DYNAMIC HT  -          20.3   (meters)      67.    (feet)  COMP
 LW5741  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LW5741
 LW5741  HORZ ORDER  -  SECOND
 LW5741
 LW5741.This mark is at Westerly State Airport (WST)
 LW5741
 LW5741.The horizontal coordinates were established by classical geodetic methods
 LW5741.and adjusted by the National Geodetic Survey in August 1998..
 LW5741
 LW5741.The orthometric height was scaled from a topographic map.
 LW5741
 LW5741.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5741
 LW5741.The geoid height was determined by GEOID03.
 LW5741
 LW5741.The dynamic height is computed by dividing the NAVD 88
 LW5741.geopotential number by the normal gravity value computed on the
 LW5741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5741.degrees latitude (g = 980.6199 gals.).
 LW5741
 LW5741.The modeled gravity was interpolated from observed gravity values.
 LW5741
 LW5741;                    North         East     Units Scale Factor Converg.
 LW5741;SPC RI       -    29,755.545    74,505.687   MT  1.00000175   -0 12 04.6
 LW5741;SPC RI       -    97,622.98    244,440.74   sFT  1.00000175   -0 12 04.6
 LW5741;SPC CT       -   210,308.213   383,912.949   MT  0.99998820   +0 37 36.6
 LW5741;SPC CT       -   689,986.20  1,259,554.40   sFT  0.99998820   +0 37 36.6
 LW5741;UTM  19      - 4,581,502.580   265,368.740   MT  1.00027756   -1 51 13.6
 LW5741
 LW5741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5741!SPC RI       -   1.00000162  x   1.00000175  =   1.00000337
 LW5741!SPC CT       -   1.00000162  x   0.99998820  =   0.99998982
 LW5741!UTM  19      -   1.00000162  x   1.00027756  =   1.00027918
 LW5741
 LW5741                          SUPERSEDED SURVEY CONTROL
 LW5741
 LW5741  NAD 83(1992)-  41 21 03.09297(N)    071 48 16.69944(W) AD(       ) 2
 LW5741  NAD 83(1986)-  41 21 03.09204(N)    071 48 16.70120(W) AD(       ) 2
 LW5741  NAD 27      -  41 21 02.73314(N)    071 48 18.45700(W) AD(       ) 2
 LW5741  NGVD 29 (07/20/87)   20.6    (m)           68.     (f) VERT ANG       
 LW5741
 LW5741.Superseded values are not recommended for survey control.
 LW5741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5741.See file dsdata.txt to determine how the superseded data were derived.
 LW5741
 LW5741_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6536981503(NAD 83)
 LW5741_MARKER: W = UNMONUMENTED
 LW5741_SETTING: 0 = UNSPECIFIED SETTING
 LW5741_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW5741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5741
 LW5741  HISTORY     - Date     Condition        Report By
 LW5741  HISTORY     - 1985     MONUMENTED       NGS
 LW5741
 LW5741                          STATION DESCRIPTION
 LW5741
 LW5741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW5741'THE STATIONIS LOCATED AT WESTERLY AIRPORT AT THE SOUTH EDGE OF THE
 LW5741'APPROXIMATE MIDPOINT OF TAXIWAY FOR RUNWAYS 14 AND 32.
 LW5741'OWNERSHIP--STATE OF RHODE ISLAND, MR JIM BEAUREGARD AIRPORT
 LW5741'MANAGER, AIRPORT ROAD, WESTERLY RI 02891. PHONE 401-596-2357.
 LW5741'NOTE-CONTACT ABOVE BEFORE ENTERING AIRPORT.
 LW5741'
 LW5741'TO REACH THE STATION, SEE GENERAL LOCATION.
 LW5741'
 LW5741'THE STATION IS A NAIL DRIVEN FLUSH IN THE ASPHALT OF THE TAXIWAY
 LW5741'LEADING TO RUNWAYS 14 AND 32 OUT OF THE AIRPLANE PARKING AREA.
 LW5741'
 LW5741'AN EDM TIE WAS TO WESTERLY 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5742 ***********************************************************************
 LW5742  DESIGNATION -  TBM WESTERLY TP 2
 LW5742  PID         -  LW5742
 LW5742  STATE/COUNTY-  RI/WASHINGTON
 LW5742  USGS QUAD   -  WATCH HILL (1984)
 LW5742
 LW5742                         *CURRENT SURVEY CONTROL
 LW5742  ___________________________________________________________________
 LW5742* NAD 83(1996)-  41 21 01.41218(N)    071 48 02.69734(W)     ADJUSTED  
 LW5742* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 LW5742  ___________________________________________________________________
 LW5742  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LW5742  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW5742  DYNAMIC HT  -          22.3   (meters)      73.    (feet)  COMP
 LW5742  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 LW5742
 LW5742  HORZ ORDER  -  SECOND
 LW5742
 LW5742.This mark is at Westerly State Airport (WST)
 LW5742
 LW5742.The horizontal coordinates were established by classical geodetic methods
 LW5742.and adjusted by the National Geodetic Survey in August 1998..
 LW5742
 LW5742.The orthometric height was scaled from a topographic map.
 LW5742
 LW5742.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5742
 LW5742.The geoid height was determined by GEOID03.
 LW5742
 LW5742.The dynamic height is computed by dividing the NAVD 88
 LW5742.geopotential number by the normal gravity value computed on the
 LW5742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5742.degrees latitude (g = 980.6199 gals.).
 LW5742
 LW5742.The modeled gravity was interpolated from observed gravity values.
 LW5742
 LW5742;                    North         East     Units Scale Factor Converg.
 LW5742;SPC RI       -    29,702.515    74,831.025   MT  1.00000154   -0 11 55.3
 LW5742;SPC RI       -    97,449.00    245,508.12   sFT  1.00000154   -0 11 55.3
 LW5742;SPC CT       -   210,259.891   384,239.015   MT  0.99998823   +0 37 45.9
 LW5742;SPC CT       -   689,827.66  1,260,624.17   sFT  0.99998823   +0 37 45.9
 LW5742;UTM  19      - 4,581,440.172   265,692.503   MT  1.00027569   -1 51 04.3
 LW5742
 LW5742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5742!SPC RI       -   1.00000130  x   1.00000154  =   1.00000284
 LW5742!SPC CT       -   1.00000130  x   0.99998823  =   0.99998953
 LW5742!UTM  19      -   1.00000130  x   1.00027569  =   1.00027699
 LW5742
 LW5742                          SUPERSEDED SURVEY CONTROL
 LW5742
 LW5742  NAD 83(1992)-  41 21 01.41084(N)    071 48 02.69651(W) AD(       ) 2
 LW5742  NAD 83(1986)-  41 21 01.40979(N)    071 48 02.69830(W) AD(       ) 2
 LW5742  NAD 27      -  41 21 01.05086(N)    071 48 04.45462(W) AD(       ) 2
 LW5742  NGVD 29 (07/20/87)   22.6    (m)           74.     (f) VERT ANG       
 LW5742
 LW5742.Superseded values are not recommended for survey control.
 LW5742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5742.See file dsdata.txt to determine how the superseded data were derived.
 LW5742
 LW5742_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6569381440(NAD 83)
 LW5742_MARKER: W = UNMONUMENTED
 LW5742_SETTING: 0 = UNSPECIFIED SETTING
 LW5742_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW5742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5742
 LW5742  HISTORY     - Date     Condition        Report By
 LW5742  HISTORY     - 1985     MONUMENTED       NGS
 LW5742
 LW5742                          STATION DESCRIPTION
 LW5742
 LW5742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW5742'THE STATION IS LOCATED AT THE WESTERLY AIRPORT BETWEEN THE
 LW5742'INTERSECTION OF RUNWAYS 25 AND 32 AND THE SOUTH-SOUTHWEST MARK OF
 LW5742'THE WINDSOCK.
 LW5742'OWNERSHIP--STATE OF RHODE ISLAND, MR JIM BEAUREGARD AIRPORT
 LW5742'MANAGER, AIRPORT ROAD, WESTERLY RI 02891. PHONE 401-596-2357.
 LW5742'NOTE-CONTACT ABOVE BEFORE ENTERING AIRPORT.
 LW5742'
 LW5742'TO REACH THE STATION, SEE GENERAL LOCATION.
 LW5742'
 LW5742'THE STATION IS A 2 BY 2 INCH WOODEN STAKE WITH A NAIL CENTERED IN
 LW5742'THE TOP DRIVEN FLUSH WITH THE GROUND.
 LW5742'
 LW5742'AN EDM TIE WAS MADE FROM WESTERLY RUNWAY 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5743 ***********************************************************************
 LW5743  DESIGNATION -  TBM WESTERLY TP 3
 LW5743  PID         -  LW5743
 LW5743  STATE/COUNTY-  RI/WASHINGTON
 LW5743  USGS QUAD   -  WATCH HILL (1984)
 LW5743
 LW5743                         *CURRENT SURVEY CONTROL
 LW5743  ___________________________________________________________________
 LW5743* NAD 83(1996)-  41 20 58.71417(N)    071 48 08.90705(W)     ADJUSTED  
 LW5743* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 LW5743  ___________________________________________________________________
 LW5743  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LW5743  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW5743  DYNAMIC HT  -          21.8   (meters)      72.    (feet)  COMP
 LW5743  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 LW5743
 LW5743  HORZ ORDER  -  SECOND
 LW5743
 LW5743.This mark is at Westerly State Airport (WST)
 LW5743
 LW5743.The horizontal coordinates were established by classical geodetic methods
 LW5743.and adjusted by the National Geodetic Survey in August 1998..
 LW5743
 LW5743.The orthometric height was scaled from a topographic map.
 LW5743
 LW5743.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5743
 LW5743.The geoid height was determined by GEOID03.
 LW5743
 LW5743.The dynamic height is computed by dividing the NAVD 88
 LW5743.geopotential number by the normal gravity value computed on the
 LW5743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5743.degrees latitude (g = 980.6199 gals.).
 LW5743
 LW5743.The modeled gravity was interpolated from observed gravity values.
 LW5743
 LW5743;                    North         East     Units Scale Factor Converg.
 LW5743;SPC RI       -    29,619.783    74,686.380   MT  1.00000163   -0 11 59.4
 LW5743;SPC RI       -    97,177.57    245,033.57   sFT  1.00000163   -0 11 59.4
 LW5743;SPC CT       -   210,175.079   384,095.583   MT  0.99998827   +0 37 41.8
 LW5743;SPC CT       -   689,549.41  1,260,153.59   sFT  0.99998827   +0 37 41.8
 LW5743;UTM  19      - 4,581,361.625   265,545.492   MT  1.00027654   -1 51 08.3
 LW5743
 LW5743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5743!SPC RI       -   1.00000138  x   1.00000163  =   1.00000301
 LW5743!SPC CT       -   1.00000138  x   0.99998827  =   0.99998965
 LW5743!UTM  19      -   1.00000138  x   1.00027654  =   1.00027792
 LW5743
 LW5743                          SUPERSEDED SURVEY CONTROL
 LW5743
 LW5743  NAD 83(1992)-  41 20 58.71282(N)    071 48 08.90623(W) AD(       ) 2
 LW5743  NAD 83(1986)-  41 20 58.71183(N)    071 48 08.90809(W) AD(       ) 2
 LW5743  NAD 27      -  41 20 58.35288(N)    071 48 10.66415(W) AD(       ) 2
 LW5743  NGVD 29 (07/20/87)   22.1    (m)           73.     (f) VERT ANG       
 LW5743
 LW5743.Superseded values are not recommended for survey control.
 LW5743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5743.See file dsdata.txt to determine how the superseded data were derived.
 LW5743
 LW5743_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6554581362(NAD 83)
 LW5743_MARKER: W = UNMONUMENTED
 LW5743_SETTING: 0 = UNSPECIFIED SETTING
 LW5743_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW5743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5743
 LW5743  HISTORY     - Date     Condition        Report By
 LW5743  HISTORY     - 1985     MONUMENTED       NGS
 LW5743
 LW5743                          STATION DESCRIPTION
 LW5743
 LW5743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW5743'THE STATION IS LOCATED AT WESTERLY AIRPORT SOUTHEAST OF THE
 LW5743'INTERSECTION OF RUNWAYS 7 AND 32.
 LW5743'OWNERSHIP--STATE OF RHODE ISLAND, MR JIM BEAUREGARD AIRPORT
 LW5743'MANAGER, AIRPORT ROAD, WESTERLY RI 02891. PHONE 401-596-2357.
 LW5743'NOTE-CONTACT ABOVE BEFORE ENTERING AIRPORT.
 LW5743'
 LW5743'TO REACH STATION, SEE GENERAL LOCATION.
 LW5743'
 LW5743'THE STATION IS A 2 BY 2 INCH STAKE WITH A NAIL IN ITS TOP DRIVEN
 LW5743'FLUSH WITH THE GROUND.
 LW5743'
 LW5743'AN EDM TIE WAS MADE TO WESTERLY RUNWAY 7 AND WESTAIR 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1161 ***********************************************************************
 LW1161  DESIGNATION -  TEFFT
 LW1161  PID         -  LW1161
 LW1161  STATE/COUNTY-  RI/WASHINGTON
 LW1161  USGS QUAD   -  HOPE VALLEY (1975)
 LW1161
 LW1161                         *CURRENT SURVEY CONTROL
 LW1161  ___________________________________________________________________
 LW1161* NAD 83(1996)-  41 33 25.30113(N)    071 40 12.20769(W)     ADJUSTED  
 LW1161* NAVD 88     -       142.779  (meters)     468.43   (feet)  ADJUSTED  
 LW1161  ___________________________________________________________________
 LW1161  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 LW1161  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LW1161  DYNAMIC HT  -         142.729 (meters)     468.27  (feet)  COMP
 LW1161  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 LW1161
 LW1161  HORZ ORDER  -  FIRST
 LW1161  VERT ORDER  -  SECOND    CLASS 0
 LW1161
 LW1161.The horizontal coordinates were established by classical geodetic methods
 LW1161.and adjusted by the National Geodetic Survey in August 1998..
 LW1161
 LW1161.The orthometric height was determined by differential leveling
 LW1161.and adjusted by the National Geodetic Survey in June 1991..
 LW1161
 LW1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1161
 LW1161.The geoid height was determined by GEOID03.
 LW1161
 LW1161.The dynamic height is computed by dividing the NAVD 88
 LW1161.geopotential number by the normal gravity value computed on the
 LW1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1161.degrees latitude (g = 980.6199 gals.).
 LW1161
 LW1161.The modeled gravity was interpolated from observed gravity values.
 LW1161
 LW1161;                    North         East     Units Scale Factor Converg.
 LW1161;SPC RI       -    52,622.226    85,813.384   MT  0.99999623   -0 06 46.1
 LW1161;SPC RI       -   172,644.75    281,539.41   sFT  0.99999623   -0 06 46.1
 LW1161;UTM  19      - 4,604,038.486   277,335.392   MT  1.00021018   -1 46 19.0
 LW1161
 LW1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1161!SPC RI       -   0.99998235  x   0.99999623  =   0.99997858
 LW1161!UTM  19      -   0.99998235  x   1.00021018  =   1.00019253
 LW1161
 LW1161:                Primary Azimuth Mark                     Grid Az
 LW1161:SPC RI       -  TEFFT AZ MK                              038 46 48.7
 LW1161:UTM  19      -  TEFFT AZ MK                              040 26 21.6
 LW1161
 LW1161|---------------------------------------------------------------------|
 LW1161| PID    Reference Object                     Distance      Geod. Az  |
 LW1161|                                                           dddmmss.s |
 LW1161| LW1164 TEFFT AZ MK                         APPROX. 0.7 KM 0384002.6 |
 LW1161| LW1879 EXETER DAWLEY PK POL TWR            APPROX. 0.7 KM 0603859.5 |
 LW1161| LW3524 EXETER LADD STATE SCHOOL TANK       APPROX.10.4 KM 0915409.3 |
 LW1161| LW1886 RI 001                              405.438 METERS 1883322.7 |
 LW1161| LW1160 TEFFT RM 1                           24.328 METERS 20618     |
 LW1161| LW1162 TEFFT RM 2                           32.611 METERS 33921     |
 LW1161|---------------------------------------------------------------------|
 LW1161
 LW1161                          SUPERSEDED SURVEY CONTROL
 LW1161
 LW1161  NAD 83(1992)-  41 33 25.29984(N)    071 40 12.20693(W) AD(       ) 1
 LW1161  NAD 83(1986)-  41 33 25.29889(N)    071 40 12.20641(W) AD(       ) 1
 LW1161  NAD 27      -  41 33 24.94029(N)    071 40 13.96936(W) AD(       ) 1
 LW1161  NGVD 29 (??/??/92)  143.038  (m)          469.28   (f) ADJ UNCH    2 0
 LW1161
 LW1161.Superseded values are not recommended for survey control.
 LW1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1161.See file dsdata.txt to determine how the superseded data were derived.
 LW1161
 LW1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7733504038(NAD 83)
 LW1161_MARKER: DS = TRIANGULATION STATION DISK
 LW1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1161_SP_SET: CONCRETE POST
 LW1161_STAMPING: TEFFT 1969
 LW1161_MARK LOGO: CGS   
 LW1161_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1161+STABILITY: SURFACE MOTION
 LW1161
 LW1161  HISTORY     - Date     Condition        Report By
 LW1161  HISTORY     - 1969     MONUMENTED       CGS
 LW1161  HISTORY     - 1969     GOOD             CGS
 LW1161  HISTORY     - 1984     GOOD             RIGS
 LW1161  HISTORY     - 1984     GOOD             RIGS
 LW1161  HISTORY     - 1987     GOOD             USPSQD
 LW1161  HISTORY     - 19870701 GOOD             RIGS
 LW1161  HISTORY     - 1989     GOOD             USPSQD
 LW1161  HISTORY     - 19900524 GOOD             USPSQD
 LW1161  HISTORY     - 20011002 MARK NOT FOUND   USPSQD
 LW1161  HISTORY     - 20020706 GOOD             USPS
 LW1161
 LW1161                          STATION DESCRIPTION
 LW1161
 LW1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW1161'THE STATION IS LOCATED ABOUT 10-3/4 MILES SOUTHWEST OF
 LW1161'COVENTRY, 3-3/4 MILES NORTHEAST OF HOPE VALLEY, 1-1/2 MILES
 LW1161'EAST OF ARCADIA, ON THE NORTHWEST SIDE OF INTERSTATE HIGHWAY
 LW1161'95 AND ON STATE OWNED PROPERTY AT THE SOUTHWEST EDGE OF A
 LW1161'ROADSIDE REST AREA.
 LW1161'
 LW1161'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165
 LW1161'AND 3, ABOUT 6 MILES NORTHEAST OF HOPE VALLEY, GO SOUTHERLY ON
 LW1161'STATE HIGHWAY 3 FOR 1.4 MILES TO DAWLEY PARK HEADQUARTERS ON
 LW1161'THE RIGHT AT THE EXETER AND RICHMOND TOWN LINE.  CONTINUE
 LW1161'SOUTHWESTERLY ON HIGHWAY 3 FOR 0.35 MILE TO A SIDE ROAD
 LW1161'RIGHT.  CONTINUE SOUTHWESTERLY ON HIGHWAY 3 FOR 1.15 MILES TO
 LW1161'THE JUNCTION OF HIGHWAY 3 AND INTERSTATE HIGHWAY 95.  TURN SHARP
 LW1161'RIGHT AND GO NORTHEASTERLY ON I-95 FOR 1.4 MILES TO THE
 LW1161'STATION ON THE LEFT SIDE OF THE HIGHWAY AT A ROADSIDE REST
 LW1161'AREA.
 LW1161'
 LW1161'STATION MARK, STAMPED TEFFT 1969 IS A STANDARD DISK SET IN A
 LW1161'ROUND CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 LW1161'SURFACE.  IT IS 58 FEET EAST OF A CHAIN LINK FENCE, 28.5 FEET
 LW1161'SOUTHWEST OF A 10-INCH TREE WITH A TRIANGLE BLAZED ON THE EAST
 LW1161'SIDE, 22 FEET WEST OF THE EDGE OF A CUT BANK, 21 FEET NORTH OF
 LW1161'A TWIN TRUNK TREE AND 13 FEET SOUTHEAST OF A METAL WITNESS POST.
 LW1161'
 LW1161'RM 1, STAMPED TEFFT NO 1 1969 IS A STANDARD DISK SET IN A
 LW1161'DRILL HOLE IN A SMALL BOULDER WHICH PROJECTS 2 INCHES.  IT IS
 LW1161'36 FEET NORTHWEST OF THE EDGE OF THE CUT BANK, 27 FEET SOUTH OF
 LW1161'A TWIN TRUNK TREE, 19 FEET SOUTHEAST OF THE CHAIN LINK FENCE,
 LW1161'7.5 FEET WEST OF A 12-INCH CEDAR TREE AND 1.7 FEET NORTHEAST OF
 LW1161'A METAL WITNESS POST.
 LW1161'
 LW1161'RM 2, STAMPED TEFFT NO 2 1969 IS A STANDARD DISK SET IN A
 LW1161'DRILL HOLE IN A SMALL BOULDER WHICH PROJECTS 2 INCHES.  IT IS
 LW1161'33.5 FEET EAST OF THE CHAIN LINK FENCE, 15 FEET WEST OF A
 LW1161'TRIPLE TRUNK TREE, 13 FEET SOUTH OF A TRIPLE TRUNK TREE, 2.7
 LW1161'FEET SOUTHEAST OF A METAL WITNESS POST AND 2.4 FEET NORTHEAST
 LW1161'OF AN 18-INCH CEDAR TREE.
 LW1161'
 LW1161'AZ MK, STAMPED TEFFT 1969 IS A STANDARD DISK SET IN A 3 BY 3
 LW1161'FOOT BOULDER WHICH PROJECTS 1 FOOT.  IT IS 123 FEET SOUTHEAST
 LW1161'OF THE CENTER OF THE NORTH BOUND LANE OF I-95, 23 FEET
 LW1161'SOUTHEAST OF A 6-INCH OAK TREE, 23 FEET NORTH OF AN 8-INCH OAK
 LW1161'TREE, 15 FEET SOUTHEAST OF THE EDGE OF A CUT BANK AND 5.9 FEET
 LW1161'SOUTHWEST OF A METAL WITNESS POST.
 LW1161'
 LW1161'TO REACH THE AZIMUTH MARK FROM THE NORTH BOUND LANE OF I-95,
 LW1161'ADJACENT TO THE STATION, GO NORTHEASTERLY ON I-95 FOR 0.35 MILE
 LW1161'TO THE MARK ATOP A HIGH CUT BANK ON THE SOUTHEAST SIDE OF THE
 LW1161'HIGHWAY.
 LW1161'
 LW1161'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LW1161
 LW1161                          STATION RECOVERY (1969)
 LW1161
 LW1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LW1161'4.6 MI NE FROM HOPE VALLEY.
 LW1161'ABOUT 1.2 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 138 FROM
 LW1161'THE BAPTIST CHURCH AT HOPE VALLEY, THENCE 3.4 MILES NORTHEAST
 LW1161'ALONG INTERSTATE HIGHWAY 95, ON THE TOP OF A HIGH BANK, NEAR THE
 LW1161'SOUTHWEST END OF A REST AREA, 210 FEET NORTHWEST OF THE CENTER
 LW1161'LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 57 FEET EAST OF THE
 LW1161'RIGHT-OF-WAY FENCE LINE, IN LINE WITH THE NORTWEST CURB FOR THE
 LW1161'DIVIDING STRIP IN THE REST AREA PARKING LOT, 13 FEET SOUTH OF A
 LW1161'METAL WITNESS POST, 25 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 LW1161'SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL OF THE
 LW1161'GROUND.
 LW1161
 LW1161                          STATION RECOVERY (1984)
 LW1161
 LW1161'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1161'THE STATION WAS RECOVERED AT THIS DATE.
 LW1161'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LW1161'CONDITION. THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED. A NEW
 LW1161'DESCRIPTION FOLLOWS.
 LW1161'
 LW1161'THE STATION IS LOCATED ABOUT 17.3 KM (10.75 MI) SOUTHWEST OF
 LW1161'COVENTRY, 6.0 KM (3.75 MI) NORTHEAST OF HOPE VALLEY, 2.4 KM (1.5
 LW1161'MI) EAST OF ARCADIA, ON STATE PROPERTY ON THE NORTHWEST SIDE OF
 LW1161'INTERSTATE HIGHWAY 95 AT THE SOUTHWEST EDGE OF A ROADSIDE REST AREA.
 LW1161'
 LW1161'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1161'HIGHWAY 102 (EXIT 5) ABOUT 11.3 KM (7.0 MI) NORTHEAST OF HOPE
 LW1161'VALLEY, GO SOUTHWEST ON I-95 5.2 KM (3.25 MI) TO THE EXIT RAMP FOR
 LW1161'A REST AREA.  TAKE THE EXIT RAMP AND GO SOUTHWEST FOR 0.2 KM (0.15
 LW1161'MI) TO THE SOUTHWEST END OF THE AREA AND THE STATION ON A CUT BANK
 LW1161'ABOUT 150 FEET TO THE SOUTHWEST.
 LW1161'
 LW1161'THE STATION IS A STANDARD NGS DISK
 LW1161'STAMPED---TEFFT 1969---,
 LW1161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1161'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1161'17.7 METERS (58.0 FT) EAST-SOUTHEAST FROM A CHAIN LINK FENCE,
 LW1161'8.7 METERS (28.5 FT) SOUTHWEST FROM A 12 INCH TRIANGULAR BLAZED OAK
 LW1161'TREE,
 LW1161'6.7 METERS (22.0 FT) NORTHWEST FROM THE EDGE OF A CUT BANK,
 LW1161'6.4 METERS (21.0 FT) NORTH FROM THE STUMP OF A TWIN TRUNKED TREE,
 LW1161'4.0 METERS (13.0 FT) SOUTHEAST FROM A METAL WITNESS POST.
 LW1161'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LW1161'STAMPED---TEFFT 1969---,
 LW1161'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1161'
 LW1161'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LW1161'STAMPED---TEFFT NO 1 1969---,
 LW1161'SET INTO A DRILL HOLE IN A 2 BY 3 FOOT BOULDER WHICH PROJECTS 20 CM
 LW1161'(8.0 IN).
 LW1161'LOCATED
 LW1161'10.4 METERS (34.0 FT) NORTHWEST FROM THE EDGE OF A CUT BANK,
 LW1161'5.8 METERS (19.0 FT) EAST-SOUTHEAST FROM THE CHAIN LINK FENCE,
 LW1161'2.4 METERS (8.0 FT) WEST FROM A 16 INCH PINE TREE,
 LW1161'0.5 METERS (1.7 FT) NORTHEAST FROM A METAL WITNESS POST.
 LW1161'MARK IS 0.3 METERS BELOW THE STATION.
 LW1161'
 LW1161'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LW1161'STAMPED---TEFFT NO 2 1969---,
 LW1161'SET INTO DRILL HOLE IN A 3 BY 4 FOOT BOULDER THAT PROJECTS 20 CM (8
 LW1161'IN).
 LW1161'LOCATED
 LW1161'29.9 METERS (98.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 LW1161'PARKING AREA,
 LW1161'10.2 METERS (33.5 FT) EAST-SOUTHEAST FROM THE CHAIN LINK FENCE,
 LW1161'4.9 METERS (16.0 FT) WEST FROM A TRIPLE TRUNKED TREE.
 LW1161'MARK IS 1.2 METERS BELOW THE STATION.
 LW1161'
 LW1161'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 LW1161'STAMPED---TEFFT 1969---,
 LW1161'SET INTO A DRILL HOLE IN A 3 BY 3 FOOT BOULDER THAT PROJECTS 30 CM
 LW1161'(12 IN).
 LW1161'LOCATED
 LW1161'37.5 METERS (123.0 FT) SOUTHEAST FROM THE CENTER OF THE NORTHBOUND
 LW1161'LANE OF I-95,
 LW1161'7.0 METERS (23.0 FT) NORTH FROM A 10 INCH OAK TREE,
 LW1161'4.6 METERS (15.0 FT) SOUTHEAST FROM A CUT BANK,
 LW1161'1.8 METERS (5.9 FT) SOUTHWEST FROM A METAL WITNESS POST.
 LW1161'TO REACH THE AZIMUTH FROM THE STATION,
 LW1161'GO NORTH FOR 0.4 KM (0.25 MI) ON I-95
 LW1161'TO A HIGH CUT BANK ON THE SOUTHEAST SIDE OF THE NORTHBOUND LANE AND
 LW1161'THE AZIMUTH MARK ON THE RIGHT.
 LW1161
 LW1161                          STATION RECOVERY (1984)
 LW1161
 LW1161'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1161'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  TO REACH THE
 LW1161'STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE HIGHWAY 102
 LW1161'(EXIT 5) ABOUT 11.3 KM (7.0 MI) NORTHEAST OF HOPE VALLEY, GO
 LW1161'SOUTHWEST ON I-95 5.2 KM (3.25 MI) TO THE EXIT RAMP FOR A REST AREA.
 LW1161'TAKE THE EXIT RAMP AND GO SOUTHWEST FOR 0.2 KM (0.15 MI) TO THE
 LW1161'SOUTHWEST END OF THE AREA AND THE STATION ON A CUT BANK ABOUT 150
 LW1161'FEET TO THE SOUTHWEST.  THE STATION IS LOCATED ON THE NORTHWEST SIDE
 LW1161'OF INTERSTATE HIGHWAY 95 AT THE SOUTHWEST EDGE OF A ROADSIDE REST
 LW1161'AREA.  THE STATION IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND
 LW1161'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 17.7
 LW1161'METERS (58.0 FT) EAST-SOUTHEAST FROM A CHAIN LINK FENCE, 8.7 METERS
 LW1161'(28.5 FT) SOUTHWEST FROM A 12 INCH TRIANGULAR BLAZED OAK TREE, 6.7
 LW1161'METERS (22.0 FT) NORTHWEST FROM THE EDGE OF A CUT BANK, 6.4 METERS
 LW1161'(21.0 FT) NORTH FROM THE STUMP OF A TWIN TRUNKED TREE, 4.0 METERS
 LW1161'(13.0 FT) SOUTHEAST FROM A METAL WITNESS POST.
 LW1161
 LW1161                          STATION RECOVERY (1987)
 LW1161
 LW1161'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1161'RECOVERED IN GOOD CONDITION.
 LW1161
 LW1161                          STATION RECOVERY (1987)
 LW1161
 LW1161'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1161'RECOVERED IN GOOD CONDITION.
 LW1161
 LW1161                          STATION RECOVERY (1989)
 LW1161
 LW1161'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1161'RECOVERED IN GOOD CONDITION.
 LW1161
 LW1161                          STATION RECOVERY (1990)
 LW1161
 LW1161'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1161'RECOVERED IN GOOD CONDITION.
 LW1161
 LW1161                          STATION RECOVERY (2001)
 LW1161
 LW1161'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1161'REQUIRES SECOND SEARCH
 LW1161
 LW1161                          STATION RECOVERY (2002)
 LW1161
 LW1161'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1164 ***********************************************************************
 LW1164  DESIGNATION -  TEFFT AZ MK
 LW1164  PID         -  LW1164
 LW1164  STATE/COUNTY-  RI/WASHINGTON
 LW1164  USGS QUAD   -  HOPE VALLEY (1975)
 LW1164
 LW1164                         *CURRENT SURVEY CONTROL
 LW1164  ___________________________________________________________________
 LW1164* NAD 83(1996)-  41 33 43.40340(N)    071 39 52.92018(W)     ADJUSTED  
 LW1164* NAVD 88     -       149.085  (meters)     489.12   (feet)  ADJUSTED  
 LW1164  ___________________________________________________________________
 LW1164  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 LW1164  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LW1164  DYNAMIC HT  -         149.032 (meters)     488.95  (feet)  COMP
 LW1164  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 LW1164
 LW1164  HORZ ORDER  -  SECOND
 LW1164  VERT ORDER  -  SECOND    CLASS 0
 LW1164
 LW1164.The horizontal coordinates were established by classical geodetic methods
 LW1164.and adjusted by the National Geodetic Survey in August 1998..
 LW1164
 LW1164.The orthometric height was determined by differential leveling
 LW1164.and adjusted by the National Geodetic Survey in June 1991..
 LW1164
 LW1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1164
 LW1164.The geoid height was determined by GEOID03.
 LW1164
 LW1164.The dynamic height is computed by dividing the NAVD 88
 LW1164.geopotential number by the normal gravity value computed on the
 LW1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1164.degrees latitude (g = 980.6199 gals.).
 LW1164
 LW1164.The modeled gravity was interpolated from observed gravity values.
 LW1164
 LW1164;                    North         East     Units Scale Factor Converg.
 LW1164;SPC RI       -    53,179.835    86,261.396   MT  0.99999607   -0 06 33.4
 LW1164;SPC RI       -   174,474.18    283,009.26   sFT  0.99999607   -0 06 33.4
 LW1164;UTM  19      - 4,604,583.005   277,799.461   MT  1.00020763   -1 46 06.8
 LW1164
 LW1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1164!SPC RI       -   0.99998136  x   0.99999607  =   0.99997743
 LW1164!UTM  19      -   0.99998136  x   1.00020763  =   1.00018899
 LW1164
 LW1164                          SUPERSEDED SURVEY CONTROL
 LW1164
 LW1164  NAD 83(1992)-  41 33 43.40211(N)    071 39 52.91944(W) AD(       ) 2
 LW1164  NAD 83(1986)-  41 33 43.40126(N)    071 39 52.91894(W) AD(       ) 2
 LW1164  NGVD 29 (??/??/92)  149.344  (m)          489.97   (f) ADJ UNCH    2 0
 LW1164
 LW1164.Superseded values are not recommended for survey control.
 LW1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1164.See file dsdata.txt to determine how the superseded data were derived.
 LW1164
 LW1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7779904583(NAD 83)
 LW1164_MARKER: DZ = AZIMUTH MARK DISK
 LW1164_SETTING: 80 = SET IN A BOULDER
 LW1164_SP_SET: IN DRILL HOLE IN A BOULDER
 LW1164_STAMPING: TEFFT 1969
 LW1164_MARK LOGO: CGS   
 LW1164_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1164+STABILITY: SURFACE MOTION
 LW1164
 LW1164  HISTORY     - Date     Condition        Report By
 LW1164  HISTORY     - 1969     MONUMENTED       CGS
 LW1164  HISTORY     - 1984     GOOD             RIGS
 LW1164  HISTORY     - 1984     GOOD             RIGS
 LW1164  HISTORY     - 1987     GOOD             USPSQD
 LW1164  HISTORY     - 19870701 GOOD             RIGS
 LW1164  HISTORY     - 1989     GOOD             USPSQD
 LW1164  HISTORY     - 19900524 GOOD             USPSQD
 LW1164  HISTORY     - 20011002 MARK NOT FOUND   USPSQD
 LW1164
 LW1164                          STATION DESCRIPTION
 LW1164
 LW1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1164'5 MI NE FROM HOPE VALLEY.
 LW1164'ABOUT 1.2 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 138 FROM
 LW1164'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, THENCE 3.85 MILES
 LW1164'NORTHEAST ALONG INTERSTATE HIGHWAY 95, ABOUT 0.15 MILE NORTHEAST
 LW1164'OF THE I-95 OVERPASS OVER TEFFT HILL TRAIL, ON THE TOP OF A HIGH
 LW1164'CUT, SET IN THE TOP OF AN IMBEDDED BOULDER WHICH IS 5 FEET
 LW1164'LONG - 3 FEET WIDE AND 1 1/2 FEET HIGH, 131 1/2 FEET SOUTHEAST OF
 LW1164'THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 5.5 FEET
 LW1164'SOUTHWEST OF A METAL WITNESS POST WHICH IS SET IN A LARGE
 LW1164'BOULDER, AND ABOUT 30 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1164
 LW1164                          STATION RECOVERY (1984)
 LW1164
 LW1164'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1164'THE STATION IS LOCATED ABOUT 10.6 KM (6.6 MI)
 LW1164'WEST-SOUTHWEST OF EXETER,
 LW1164'6.0 KM (3.7 MI) NORTH-NORTHEAST OF WYOMING,
 LW1164'2.7 KM (1.7 MI) NORTH-NORTHEAST OF ARCADIA,
 LW1164'ON THE EAST SIDE OF INTERSTATE HIGHWAY 95.
 LW1164'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 LW1164'
 LW1164'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1164'HIGHWAY 102 (EXIT 5) ABOUT 11.3 KM (7.0 MI) NORTHEAST OF HOPE
 LW1164'VALLEY, GO SOUTHWEST ON I-95 FOR 4.8 KM (3.0 MI) TO THE STATION ON
 LW1164'A HIGH CUT BANK ON THE EAST SIDE OF THE NORTH BOUND LANE ON THE
 LW1164'LEFT.
 LW1164'
 LW1164'THE STATION IS A STANDARD NGS DISK
 LW1164'STAMPED---TEFFT 1969---,
 LW1164'SET INTO A DRILL HOLE IN A 3 FOOT BY 3 FOOT BOULDER THAT PROJECTS
 LW1164'30 CM (12 IN).
 LW1164'LOCATED
 LW1164'37.5 METERS (123.0 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 LW1164'NORTHBOUND LANE OF I-95,
 LW1164'7.0 METERS (23.0 FT) NORTH FROM A TEN INCH OAK TREE,
 LW1164'4.6 METERS (15.0 FT) SOUTHEAST FROM THE EDGE OF A CUT BANK,
 LW1164'1.8 METERS (5.9 FT) SOUTHWEST FROM A METAL WITNESS POST.
 LW1164
 LW1164                          STATION RECOVERY (1984)
 LW1164
 LW1164'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1164'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  TO REACH
 LW1164'THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE HIGHWAY 102
 LW1164'(EXIT 5) ABOUT 11.3 KM (7.0 MI) NORTHEAST OF HOPE VALLEY, GO
 LW1164'SOUTHWEST ON I-95 FOR 4.8 KM (3.0 MI) TO THE STATION ON A HIGH CUT
 LW1164'BANK ON THE EAST SIDE OF THE NORTH BOUND LANE ON THE LEFT.  THE
 LW1164'STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN A 3 FOOT BY 3
 LW1164'FOOT BOULDER THAT PROJECTS 30 CM (12 IN).  LOCATED 37.5 METERS (123.0
 LW1164'FT) SOUTHEAST FROM THE CENTERLINE OF THE NORTHBOUND LANE OF I-95, 7.0
 LW1164'METERS (23.0 FT) NORTH FROM A TEN INCH OAK TREE, 4.6 METERS (15.0 FT)
 LW1164'SOUTHEAST FROM THE EDGE OF A CUT BANK, 1.8 METERS (5.9 FT) SOUTHWEST
 LW1164'FROM A METAL WITNESS POST.
 LW1164
 LW1164                          STATION RECOVERY (1987)
 LW1164
 LW1164'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1164'RECOVERED IN GOOD CONDITION.
 LW1164
 LW1164                          STATION RECOVERY (1987)
 LW1164
 LW1164'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1164'RECOVERED IN GOOD CONDITION.
 LW1164
 LW1164                          STATION RECOVERY (1989)
 LW1164
 LW1164'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1164'RECOVERED IN GOOD CONDITION.
 LW1164
 LW1164                          STATION RECOVERY (1990)
 LW1164
 LW1164'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1164'RECOVERED IN GOOD CONDITION.
 LW1164
 LW1164                          STATION RECOVERY (2001)
 LW1164
 LW1164'RECOVERY NOTE BY US POWER SQUADRON 2001
 LW1164'REQUIRES SECOND SEARCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1160 ***********************************************************************
 LW1160  DESIGNATION -  TEFFT RM 1
 LW1160  PID         -  LW1160
 LW1160  STATE/COUNTY-  RI/WASHINGTON
 LW1160  USGS QUAD   -  HOPE VALLEY (1975)
 LW1160
 LW1160                         *CURRENT SURVEY CONTROL
 LW1160  ___________________________________________________________________
 LW1160* NAD 83(1986)-  41 33 24.     (N)    071 40 11.     (W)     SCALED    
 LW1160* NAVD 88     -       142.412  (meters)     467.23   (feet)  ADJUSTED  
 LW1160  ___________________________________________________________________
 LW1160  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LW1160  DYNAMIC HT  -         142.362 (meters)     467.07  (feet)  COMP
 LW1160  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 LW1160
 LW1160  VERT ORDER  -  SECOND    CLASS 0
 LW1160
 LW1160.The horizontal coordinates were scaled from a topographic map and have
 LW1160.an estimated accuracy of +/- 6 seconds.
 LW1160
 LW1160.The orthometric height was determined by differential leveling
 LW1160.and adjusted by the National Geodetic Survey in June 1991..
 LW1160
 LW1160.The geoid height was determined by GEOID03.
 LW1160
 LW1160.The dynamic height is computed by dividing the NAVD 88
 LW1160.geopotential number by the normal gravity value computed on the
 LW1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1160.degrees latitude (g = 980.6199 gals.).
 LW1160
 LW1160.The modeled gravity was interpolated from observed gravity values.
 LW1160
 LW1160;                    North         East    Units  Estimated Accuracy
 LW1160;SPC RI       -    52,580.       85,840.      MT  (+/- 180 meters Scaled)
 LW1160
 LW1160                          SUPERSEDED SURVEY CONTROL
 LW1160
 LW1160  NGVD 29 (??/??/92)  142.671  (m)          468.08   (f) ADJ UNCH    2 0
 LW1160
 LW1160.Superseded values are not recommended for survey control.
 LW1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1160.See file dsdata.txt to determine how the superseded data were derived.
 LW1160
 LW1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG773039(NAD 83)
 LW1160_MARKER: DR = REFERENCE MARK DISK
 LW1160_SETTING: 80 = SET IN A BOULDER
 LW1160_SP_SET: BOULDER
 LW1160_STAMPING: TEFFT NO 1 1969
 LW1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1160+STABILITY: SURFACE MOTION
 LW1160
 LW1160  HISTORY     - Date     Condition        Report By
 LW1160  HISTORY     - 1969     MONUMENTED       CGS
 LW1160  HISTORY     - 1987     GOOD             USPSQD
 LW1160  HISTORY     - 1989     GOOD             USPSQD
 LW1160  HISTORY     - 20011002 MARK NOT FOUND   USPSQD
 LW1160  HISTORY     - 20020706 GOOD             USPS
 LW1160
 LW1160                          STATION DESCRIPTION
 LW1160
 LW1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1160'4.6 MI NE FROM HOPE VALLEY.
 LW1160'ABOUT 1.2 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 138 FROM
 LW1160'THE BAPTIST CHURCH AT HOPE VALLEY, THENCE 3.4 MILES NORTHEAST
 LW1160'ALONG INTERSTATE HIGHWAY 95, ON TOP OF A HIGH BANK, 79.8 FEET
 LW1160'SOUTHWEST OF THE STATION MARK DESCRIBED, SET IN THE TOP OF A
 LW1160'SMALL IMBEDDED BOULDER WHICH IS 2 1/2 FEET LONG - 1 1/2 FEET
 LW1160'WIDE AND PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND, 211 FEET
 LW1160'NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE
 LW1160'HIGHWAY, 19.3 FEET EAST OF A RIGHT-OF-WAY FENCE LINE, 1.7 FEET
 LW1160'NORTHEAST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE
 LW1160'STATION MARK DESCRIBED.
 LW1160
 LW1160                          STATION RECOVERY (1987)
 LW1160
 LW1160'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1160'RECOVERED IN GOOD CONDITION.
 LW1160
 LW1160                          STATION RECOVERY (1989)
 LW1160
 LW1160'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1160'RECOVERED IN GOOD CONDITION.
 LW1160
 LW1160                          STATION RECOVERY (2001)
 LW1160
 LW1160'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1160'REQUIRES SECOND SEARCH
 LW1160
 LW1160                          STATION RECOVERY (2002)
 LW1160
 LW1160'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1162 ***********************************************************************
 LW1162  DESIGNATION -  TEFFT RM 2
 LW1162  PID         -  LW1162
 LW1162  STATE/COUNTY-  RI/WASHINGTON
 LW1162  USGS QUAD   -  HOPE VALLEY (1975)
 LW1162
 LW1162                         *CURRENT SURVEY CONTROL
 LW1162  ___________________________________________________________________
 LW1162* NAD 83(1986)-  41 33 24.     (N)    071 40 11.     (W)     SCALED    
 LW1162* NAVD 88     -       141.401  (meters)     463.91   (feet)  ADJUSTED  
 LW1162  ___________________________________________________________________
 LW1162  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LW1162  DYNAMIC HT  -         141.351 (meters)     463.75  (feet)  COMP
 LW1162  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 LW1162
 LW1162  VERT ORDER  -  SECOND    CLASS 0
 LW1162
 LW1162.The horizontal coordinates were scaled from a topographic map and have
 LW1162.an estimated accuracy of +/- 6 seconds.
 LW1162
 LW1162.The orthometric height was determined by differential leveling
 LW1162.and adjusted by the National Geodetic Survey in June 1991..
 LW1162
 LW1162.The geoid height was determined by GEOID03.
 LW1162
 LW1162.The dynamic height is computed by dividing the NAVD 88
 LW1162.geopotential number by the normal gravity value computed on the
 LW1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1162.degrees latitude (g = 980.6199 gals.).
 LW1162
 LW1162.The modeled gravity was interpolated from observed gravity values.
 LW1162
 LW1162;                    North         East    Units  Estimated Accuracy
 LW1162;SPC RI       -    52,580.       85,840.      MT  (+/- 180 meters Scaled)
 LW1162
 LW1162                          SUPERSEDED SURVEY CONTROL
 LW1162
 LW1162  NGVD 29 (??/??/92)  141.660  (m)          464.76   (f) ADJ UNCH    2 0
 LW1162
 LW1162.Superseded values are not recommended for survey control.
 LW1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1162.See file dsdata.txt to determine how the superseded data were derived.
 LW1162
 LW1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG773039(NAD 83)
 LW1162_MARKER: DR = REFERENCE MARK DISK
 LW1162_SETTING: 80 = SET IN A BOULDER
 LW1162_SP_SET: BOULDER
 LW1162_STAMPING: TEFFT NO 2 1969
 LW1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1162+STABILITY: SURFACE MOTION
 LW1162
 LW1162  HISTORY     - Date     Condition        Report By
 LW1162  HISTORY     - 1969     MONUMENTED       CGS
 LW1162  HISTORY     - 1987     GOOD             USPSQD
 LW1162  HISTORY     - 1989     GOOD             USPSQD
 LW1162  HISTORY     - 20011002 MARK NOT FOUND   USPSQD
 LW1162  HISTORY     - 20020706 GOOD             USPS
 LW1162
 LW1162                          STATION DESCRIPTION
 LW1162
 LW1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1162'4.6 MI NE FROM HOPE VALLEY.
 LW1162'ABOUT 1.2 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 138 FROM
 LW1162'THE BAPTIST CHURCH AT HOPE VALLEY, THENCE 3.4 MILES NORTHEAST
 LW1162'ALONG INTERSTATE HIGHWAY 95, 107.0 FEET NORTH OF THE STATION
 LW1162'MARK DESCRIBED, SET ON THE TOP OF AN IMBEDDED BOULDER WHICH
 LW1162'IS 4 FEET LONG - 3 FEET WIDE AND PROJECTS 1 1/2 FEET, 86 FEET
 LW1162'WEST OF THE ROUNDED CURB AT THE WEST CORNER OF A REST STOP
 LW1162'PARKING AREA, 33.7 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, 2.6
 LW1162'FEET SOUTH OF A METAL WITNESS POST, AND 4 FEET ABOVE THE LEVEL
 LW1162'OF THE REST STOP PARKING AREA.
 LW1162
 LW1162                          STATION RECOVERY (1987)
 LW1162
 LW1162'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1162'RECOVERED IN GOOD CONDITION.
 LW1162
 LW1162                          STATION RECOVERY (1989)
 LW1162
 LW1162'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1162'RECOVERED IN GOOD CONDITION.
 LW1162
 LW1162                          STATION RECOVERY (2001)
 LW1162
 LW1162'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1162'REQUIRES SECOND SEARCH
 LW1162
 LW1162                          STATION RECOVERY (2002)
 LW1162
 LW1162'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2851 ***********************************************************************
 LW2851  DESIGNATION -  TELEGRAPH 2
 LW2851  PID         -  LW2851
 LW2851  STATE/COUNTY-  RI/NEWPORT
 LW2851  USGS QUAD   -  NEWPORT (1975)
 LW2851
 LW2851                         *CURRENT SURVEY CONTROL
 LW2851  ___________________________________________________________________
 LW2851* NAD 83(1996)-  41 27 47.09352(N)    071 20 09.90925(W)     ADJUSTED  
 LW2851* NAVD 88     -        33.2    (meters)     109.     (feet)  VERTCON   
 LW2851  ___________________________________________________________________
 LW2851  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 LW2851  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW2851
 LW2851  HORZ ORDER  -  FIRST
 LW2851
 LW2851.The horizontal coordinates were established by classical geodetic methods
 LW2851.and adjusted by the National Geodetic Survey in August 1998..
 LW2851
 LW2851.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2851
 LW2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2851
 LW2851.The geoid height was determined by GEOID03.
 LW2851
 LW2851;                    North         East     Units Scale Factor Converg.
 LW2851;SPC RI       -    42,187.235   113,693.886   MT  0.99999606   +0 06 30.7
 LW2851;SPC RI       -   138,409.29    373,010.69   sFT  0.99999606   +0 06 30.7
 LW2851;UTM  19      - 4,592,799.823   304,906.349   MT  1.00006842   -1 32 50.3
 LW2851
 LW2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2851!SPC RI       -   0.99999950  x   0.99999606  =   0.99999556
 LW2851!UTM  19      -   0.99999950  x   1.00006842  =   1.00006792
 LW2851
 LW2851:                Primary Azimuth Mark                     Grid Az
 LW2851:SPC RI       -  TELEGRAPH 2 AZ MK                        066 12 48.6
 LW2851:UTM  19      -  TELEGRAPH 2 AZ MK                        067 52 09.6
 LW2851
 LW2851|---------------------------------------------------------------------|
 LW2851| PID    Reference Object                     Distance      Geod. Az  |
 LW2851|                                                           dddmmss.s |
 LW2851| CB8589 TELEGRAPH 2 AZ MK                                  0661919.3 |
 LW2851| CB8592 TELEGRAPH 2 RM 3                     13.636 METERS 21551     |
 LW2851| CB8590 TELEGRAPH 2 RM 1                     13.634 METERS 21552     |
 LW2851| LW2999 BEAVERTAIL NAVRADSTA MAST           APPROX. 4.9 KM 2595331.8 |
 LW2851| LW0683 MEETINGHOUSE HILL 2 RESET           APPROX.11.8 KM 2602450.6 |
 LW2851| CB8591 TELEGRAPH 2 RM 2                     18.847 METERS 34337     |
 LW2851|---------------------------------------------------------------------|
 LW2851
 LW2851                          SUPERSEDED SURVEY CONTROL
 LW2851
 LW2851  NAD 83(1996)-  41 27 47.09311(N)    071 20 09.90840(W) AD(       ) 1
 LW2851  NAD 83(1992)-  41 27 47.09194(N)    071 20 09.90864(W) AD(       ) 1
 LW2851  NAD 83(1992)-  41 27 47.09133(N)    071 20 09.90819(W) AD(       ) 1
 LW2851  NAD 83(1986)-  41 27 47.09112(N)    071 20 09.90627(W) AD(       ) 1
 LW2851  NAD 27      -  41 27 46.72292(N)    071 20 11.72071(W) AD(       ) 1
 LW2851  NGVD 29 (07/19/86)   33.5    (m)          110.     (f) VERT ANG       
 LW2851
 LW2851.Superseded values are not recommended for survey control.
 LW2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2851.See file dsdata.txt to determine how the superseded data were derived.
 LW2851
 LW2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0490692800(NAD 83)
 LW2851
 LW2851  HISTORY     - Date     Condition        Report By
 LW2851  HISTORY     - 1869     MONUMENTED       CGS
 LW2851  HISTORY     - 1917     GOOD             CGS
 LW2851  HISTORY     - 1968     GOOD             CGS
 LW2851  HISTORY     - 1976     SEE DESCRIPTION  LOCENG
 LW2851  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW2851
 LW2851                          STATION DESCRIPTION
 LW2851
 LW2851'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 LW2851'STATION IS ON TELEGRAPH HILL, ABOUT 1-1/2 MILES SW OF NEWPORT,
 LW2851'1-3/8 MILES E BY S OF CASTLE HILL LIGHT, AND BETWEEN TWO ROADS
 LW2851'LEADING INDIRECTLY TO NEWPORT.  THE STATION IS NOW MARKED BY A
 LW2851'CIRCULAR BRONZE DISK BEARING THE INSCRIPTION U.S. COAST AND
 LW2851'GEODETIC SURVEY, BEARING TO DUMPLIN 2 N 56 DEG 14 MIN 17 SEC W.
 LW2851'BEAVER TAIL LIGHT, S 73 DEG 57 MIN 36 SEC W, ESTABLISHED 1869.
 LW2851'TELEGRAPH 2.  A HOLE IN THE TOP OF A SMALL, RAISED KNOB IN THE
 LW2851'CENTER OF THE DISK IS THE STATION POINT.  THE LARGE, FOUR-STORY,
 LW2851'STONE RESIDENCE OF ARTHUR CURTIS JAMES IS ABOUT 20 METERS SE OF
 LW2851'THE STATION.  A FLAGPOLE, 10.90 METERS (35.76 FEET) TO THE
 LW2851'WESTWARD ALSO SERVES AS A REFERENCE MARK.  THE ORIGINAL STATION
 LW2851'TELEGRAPH, NOW LOST, WAS ABOUT 17 METERS N OF THE PRESENT STATION.
 LW2851
 LW2851                          STATION RECOVERY (1968)
 LW2851
 LW2851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RMB)
 LW2851'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 LW2851'MARKS 1, 2 AND AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  DUE TO
 LW2851'VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW2851'
 LW2851'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF THE DOWNTOWN
 LW2851'BUSINESS SECTION OF NEWPORT, 1/2 MILE SOUTH OF HARRISON AVENUE,
 LW2851'1/2 MILE NORTH OF OCEAN AVENUE AND ON PROPERTY OF THE CATHOLIC
 LW2851'DIOCESE.
 LW2851'
 LW2851'TO REACH FROM THE POST OFFICE IN NEWPORT, GO SOUTH ON THAMES
 LW2851'STREET FOR 0.55 MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND GO
 LW2851'WEST ON WELLINGTON AVENUE FOR 0.55 MILE TO WHERE WELLINGTON AVENUE
 LW2851'ENDS AND HALIDON AVENUE TURNS LEFT (SOUTH).  TURN LEFT AND GO
 LW2851'SOUTH ON HALIDON AVENUE FOR 0.25 MILE TO A CROSSROAD.  CONTINUE
 LW2851'SOUTHERLY ON BRENTON ROAD (HALIDON AVENUE ENDS) FOR 0.25 MILE TO A
 LW2851'TRAFFIC CIRCLE.  BEAR LEFT AND CONTINUE SOUTHERLY ON BRENTON ROAD
 LW2851'FOR 0.8 MILE TO A FORK AND A GATE IN A STONE FENCE ON THE RIGHT.
 LW2851'TURN RIGHT AND GO NORTHWEST AND NORTHERLY ON A GRAVEL DRIVEWAY FOR
 LW2851'0.2 MILE TO HIGHEST POINT AND STATION AS DESCRIBED.
 LW2851'
 LW2851'ALL MARKS CEMENTED IN DRILL HOLES IN BEDROCK.
 LW2851'
 LW2851'STATION MARK, IS MARKED BY A BRONZE DISK BEARING THE INSCRIPTION
 LW2851'U.S. COAST AND GEODETIC SURVEY, BEARING DUMPLIN 2 N 56 DEG 14 MIN
 LW2851'17 SEC W, BEAVER TAIL LT, S 73 DEG 57 MIN 36 SEC W 1869 TELEGRAPH 2.
 LW2851'THE MARK IS ON HIGHEST POINT OF ROCK OUTCROP PROJECTING 2 FEET
 LW2851'ABOVE THE GROUND ON WEST SIDE AND 12 FEET ABOVE THE GROUND ON EAST
 LW2851'SIDE.  IT IS 51 FEET EAST OF CENTER OF OCTAGON SHAPED CONCRETE
 LW2851'BUILDING AND 44.4 FEET NORTHEAST OF THE EAST END OF A 2 FOOT ROCK
 LW2851'WALL.
 LW2851'
 LW2851'RM 1, STAMPED TELEGRAPH 2 1869 NO 1 1968, IS SET FLUSH.  IT IS
 LW2851'LOCATED AT THE SOUTHEAST END OF A STONE WALL WHICH IS
 LW2851'APPROXIMATELY 2 FEET HIGH.  THE MARK IS 45.9 FEET SOUTHEAST OF
 LW2851'CENTER OF OCTAGON SHAPED CONCRETE BUILDING.
 LW2851'
 LW2851'RM 2, STAMPED TELEGRAPH 2 1869 NO 2 1968, PROJECTS ABOUT 2 FEET
 LW2851'ABOVE THE GROUND.  THE MARK IS IN A ROCK OUTCROP 12 FEET IN
 LW2851'DIAMETER AND 66.3 FEET NORTHEAST OF CENTER OF OCTAGON SHAPED
 LW2851'CONCRETE BUILDING.
 LW2851'
 LW2851'AZIMUTH MARK, STAMPED TELEGRAPH 1869 1968, IS ON THE NORTHEAST
 LW2851'CORNER OF A LARGE BEDROCK CLIFF WHICH PROJECTS ABOUT 15 FEET ABOVE
 LW2851'THE GROUND.  THE MARK IS 58 FEET EAST OF THE EAST PILLAR OF GATE,
 LW2851'35 FEET SOUTH OF CENTER OF ROAD, 24.3 FEET EAST OF WITNESS POST
 LW2851'AND 8 FEET LOWER IN ELEVATION THAN THE HIGHEST POINT OF CLIFF.
 LW2851'
 LW2851'TO REACH THE AZ MK FROM THE STATION, GO EASTERLY ON ROAD FOR 0.05
 LW2851'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST AND NORTHEAST ON
 LW2851'ROAD FOR 0.1 MILE TO A CHAIN GATE AND A LARGE ROCK CLIFF ON THE
 LW2851'RIGHT AND MARK AS DESCRIBED.
 LW2851'
 LW2851'HEIGHT OF LIGHT ABOVE STATION MARK 47 FEET.
 LW2851'
 LW2851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES
 LW2851'SOUTHWEST OF DOWNTOWN NEWPORT.
 LW2851
 LW2851                          STATION RECOVERY (1976)
 LW2851
 LW2851'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (LT)
 LW2851'TELEGRAPH 2 STOLEN--ONLY SHANK REMAINS
 LW2851'
 LW2851'RM 1 STOLEN--ONLY SHANK REMAINS
 LW2851'
 LW2851'RM 2 AND AZ OK
 LW2851
 LW2851                          STATION RECOVERY (1977)
 LW2851
 LW2851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LW2851'THE AZIMUTH MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LW2851'CONDITION.  THE STATION MARK DISK HAD BEEN REMOVED AND REPLACED
 LW2851'WITH A BRASS PLUG, REFERENCE MARK 1 HAD BEEN REMOVED, REFERENCE
 LW2851'MARK 3 WAS SET IN THE SAME DRILL HOLE AT THIS TIME.
 LW2851'
 LW2851'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF NEWPORT, ABOUT 1/2
 LW2851'MILE SOUTH OF HARRISON AVENUE, ABOUT 1/2 MILE NORTH OF OCEAN
 LW2851'AVENUE AND IS ON THE PROPERTY OF THE CATHOLIC DIOCESE.
 LW2851'
 LW2851'TO REACH THE STATION FROM THE POST OFFICE IN NEWPORT, GO SOUTH ON
 LW2851'THAMES STREET FOR 0.55 MILE TO A SIDE ROAD THEN TURN RIGHT, GO
 LW2851'WESTERLY ON WELLINGTON AVENUE FOR 0.5 MILE TO END OF WELLINGTON
 LW2851'AVENUE, TURN LEFT, GO SOUTHERLY ON HALIDEN AVENUE FOR 0.25 MILE TO
 LW2851'CROSSROADS, CONTINUE SOUTH ON BRENTON ROAD FOR 0.25 MILE TO A
 LW2851'TRAFFIC CIRCLE, BEAR LEFT, CONTINUE SOUTHERLY ON BRENTON ROAD FOR
 LW2851'0.75 MILE TO FORKS AND A LARGE STONE BUILDING ON RIGHT.  TURN
 LW2851'RIGHT PASS THROUGH A CHAIN GATE BETWEEN TWO LARGE ROCK PILLARS
 LW2851'AND GO NORTHERLY FOLLOW A GRAVEL ROAD FOR 0.2 MILE TO A REVERSE
 LW2851'FORK, KEEP LEFT, GO NORTHWEST FOR 0.1 MILE TO A CIRCLE DRIVE AND
 LW2851'THE STATION ON RIGHT.
 LW2851'
 LW2851'STATION MARK IS A BRASS PLUG SET IN A DRILL HOLE IN OUTCROPPING
 LW2851'ROCK ABOUT 10 FEET HIGH ON THE EAST SIDE AND IS ON THE HIGHEST
 LW2851'POINT OF ROCK.  THE BRASS PLUG IS IN THE SAME DRILL HOLE THE
 LW2851'STATION MARK DISK HAD BEEN.  IT IS 51 FEET EAST OF THE CENTER OF
 LW2851'AN OCTAGON SHAPED CONCRETE STRUCTURE, 44.5 FEET EAST-NORTHEAST OF
 LW2851'A 2 FOOT HIGH ROCK WALL AND 3.9 FEET NORTH OF A 2 X 3 FOOT
 LW2851'CONCRETE SLAB.
 LW2851'
 LW2851'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LW2851'OUTCROPPING ROCK ABOUT 12 FEET IN DIAMETER AND PROJECTS ABOUT 2
 LW2851'FEET AND IS STAMPED TELEGRAPH 2 1869 NO 2 1968.  IT IS 66 FEET
 LW2851'NORTHEAST OF AN OCTAGON SHAPED CONCRETE STRUCTURE.
 LW2851'
 LW2851'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LW2851'OUTCROPPING ROCK FLUSH WITH THE GROUND AND IS STAMPED TELEGRAPH 2
 LW2851'1869 NO 3 1977.  IT IS SET IN THE SAME DRILL HOLE AS REFERENCE
 LW2851'MARK 1 HAD BEEN, IS 46 FEET SOUTHEAST OF THE CENTER OF AN OCTAGON
 LW2851'SHAPED CONCRETE STRUCTURE AND 3.5 FEET WEST OF STEPS.
 LW2851'
 LW2851'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 LW2851'NORTHEAST CORNER OF A LARGE ROCKY CLIFF ABOUT 15 FEET HIGH AND IS
 LW2851'STAMPED TELEGRAPH 2 1869 1968.  IT IS 58 FEET EAST OF THE EAST
 LW2851'ONE OF TWO STONE PILLARS OF GATE, 35 FEET SOUTH OF THE CENTER OF
 LW2851'ROAD TO OLD QUARRY, 24.3 FEET EAST OF BROKEN OFF METAL POST AND
 LW2851'ABOUT 8 FEET LOWER THAN THE HIGHEST PART OF ROCK CLIFF.
 LW2851'
 LW2851'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ON
 LW2851'GRAVEL ROAD FOR 0.1 MILE TO FORKS, KEEP LEFT, CONTINUE ON GRAVEL
 LW2851'ROAD FOR 0.1 MILE TO TWO LARGE STONE GATE PILLARS WITH CABLE
 LW2851'BETWEEN THEM, A 15 FOOT HIGH ROCK CLIFF ON RIGHT AND THE AZIMUTH
 LW2851'MARK ON TOP OF THE NORTHEAST CORNER OF ROCK CLIFF.
 LW2851'
 LW2851'NO MEASUREMENT BETWEEN REFERENCE MARKS, BLOCKED BY TREES.
 LW2851'
 LW2851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES
 LW2851'SOUTHWEST OF NEWPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5580 ***********************************************************************
 LW5580  DESIGNATION -  TENROD 2
 LW5580  PID         -  LW5580
 LW5580  STATE/COUNTY-  RI/WASHINGTON
 LW5580  USGS QUAD   -  SLOCUM (1975)
 LW5580
 LW5580                         *CURRENT SURVEY CONTROL
 LW5580  ___________________________________________________________________
 LW5580* NAD 83(1996)-  41 34 53.72289(N)    071 29 58.58933(W)     ADJUSTED  
 LW5580* NAVD 88     -        35.294  (meters)     115.79   (feet)  ADJUSTED  
 LW5580  ___________________________________________________________________
 LW5580  X           -   1,516,103.962 (meters)                     COMP
 LW5580  Y           -  -4,531,054.129 (meters)                     COMP
 LW5580  Z           -   4,210,958.250 (meters)                     COMP
 LW5580  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 LW5580  ELLIP HEIGHT-           5.20  (meters)          (06/13/02) GPS OBS
 LW5580  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW5580  DYNAMIC HT  -          35.281 (meters)     115.75  (feet)  COMP
 LW5580  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 LW5580
 LW5580  HORZ ORDER  -  THIRD
 LW5580  VERT ORDER  -  SECOND    CLASS II
 LW5580  ELLP ORDER  -  FOURTH    CLASS II
 LW5580
 LW5580.The horizontal coordinates were established by GPS observations
 LW5580.and adjusted by the National Geodetic Survey in August 1998..
 LW5580
 LW5580.The orthometric height was determined by differential leveling
 LW5580.and adjusted by the National Geodetic Survey in April 1995..
 LW5580
 LW5580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5580
 LW5580.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5580
 LW5580.The ellipsoidal height was determined by GPS observations
 LW5580.and is referenced to NAD 83.
 LW5580
 LW5580.The geoid height was determined by GEOID03.
 LW5580
 LW5580.The dynamic height is computed by dividing the NAVD 88
 LW5580.geopotential number by the normal gravity value computed on the
 LW5580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5580.degrees latitude (g = 980.6199 gals.).
 LW5580
 LW5580.The modeled gravity was interpolated from observed gravity values.
 LW5580
 LW5580;                    North         East     Units Scale Factor Converg.
 LW5580;SPC RI       -    55,336.175   100,032.677   MT  0.99999375   +0 00 00.9
 LW5580;SPC RI       -   181,548.77    328,190.54   sFT  0.99999375   +0 00 00.9
 LW5580;UTM  19      - 4,606,339.925   291,629.848   MT  1.00013434   -1 39 34.4
 LW5580
 LW5580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5580!SPC RI       -   0.99999918  x   0.99999375  =   0.99999293
 LW5580!UTM  19      -   0.99999918  x   1.00013434  =   1.00013352
 LW5580
 LW5580|---------------------------------------------------------------------|
 LW5580| PID    Reference Object                     Distance      Geod. Az  |
 LW5580|                                                           dddmmss.s |
 LW5580| LW0365 TENROD AZ MK                        368.806 METERS 16937     |
 LW5580| LW5594 TENROD 2 AZ MK                      APPROX. 0.6 KM 1703246.0 |
 LW5580| LW5592 TENROD 2 RM 2                        11.063 METERS 19414     |
 LW5580| LW5671 NK 004                              315.592 METERS 27006     |
 LW5580| LW5593 TENROD 2 RM 3                         9.446 METERS 33632     |
 LW5580| LW1472 TENROD                              144.607 METERS 35352     |
 LW5580|---------------------------------------------------------------------|
 LW5580
 LW5580                          SUPERSEDED SURVEY CONTROL
 LW5580
 LW5580  ELLIP H (08/17/98)    5.23   (m)                       GP(       ) 4 1
 LW5580  NAD 83(1996)-  41 34 53.72196(N)    071 29 58.58869(W) AD(       ) 3
 LW5580  NAD 83(1992)-  41 34 53.72146(N)    071 29 58.58857(W) AD(       ) 3
 LW5580  ELLIP H (01/17/96)    5.18   (m)                       GP(       ) 4 2
 LW5580  NAD 83(1992)-  41 34 53.72079(N)    071 29 58.58855(W) AD(       ) 3
 LW5580  NAD 83(1986)-  41 34 53.72070(N)    071 29 58.58811(W) AD(       ) 3
 LW5580  NGVD 29 (07/30/91)   35.57   (m)          116.7    (f) LEVELING    3  
 LW5580
 LW5580.Superseded values are not recommended for survey control.
 LW5580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5580.See file dsdata.txt to determine how the superseded data were derived.
 LW5580
 LW5580_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9163006340(NAD 83)
 LW5580_MARKER: DS = TRIANGULATION STATION DISK
 LW5580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5580_SP_SET: CONCRETE POST
 LW5580_STAMPING: TENROD 2 1986
 LW5580_MARK LOGO: NGS   
 LW5580_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5580+STABILITY: SURFACE MOTION
 LW5580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5580+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 LW5580
 LW5580  HISTORY     - Date     Condition        Report By
 LW5580  HISTORY     - 1986     MONUMENTED       RIGS
 LW5580  HISTORY     - 19880701 GOOD             RIGS
 LW5580  HISTORY     - 19890712 GOOD
 LW5580  HISTORY     - 20011002 GOOD             USPSQD
 LW5580
 LW5580                          STATION DESCRIPTION
 LW5580
 LW5580'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5580'THE STATION IS LOCATED ABOUT 4.1 KM (2.55 MI) WEST NORTHWEST FROM
 LW5580'WICKFORD CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5580'SURVEY, 401 277-2814.
 LW5580'TO REACH FROM THE INTERSECTION OF U S HIGHWAY 1 AND STATE HIGHWAY 102,
 LW5580'GO WEST 3.7 KM (2.30 MI) ON HIGHWAY 102 NORTHBOUND TO ITS MERGER WITH
 LW5580'STATE HIGHWAY 2 AND THE STATION ON THE LEFT AT THE TOP OF A SLOPE.
 LW5580'TENROD 2 1986 WAS ESTABLISHED DUE TO MAJOR ROAD RECONSTRUCTION WHICH
 LW5580'HAS DESTROYED TENROD 1968.
 LW5580'THE STATION IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND
 LW5580'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 11.6
 LW5580'M (38.1 FT) NORTH NORTHWEST FROM POLE 5357, 11.070 M (36.3 FT)
 LW5580'SOUTHEAST FROM TENROD 2 RM NO 3, 9.45 M (31.0 FT) NORTHEAST FROM
 LW5580'TENROD 2 RM NO 2, 3.75 M (12.3 FT) EAST FROM A FOUR FOOT HIGH WIRE
 LW5580'RIGHT OF WAY FENCE WITH CONCRETE POSTS, 1.13 M(3.7 FT) EAST FROM A
 LW5580'FIBERGLASS WITNESS POST.
 LW5580
 LW5580                          STATION RECOVERY (1988)
 LW5580
 LW5580'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5580'RECOVERED IN GOOD CONDITION.
 LW5580
 LW5580                          STATION RECOVERY (1989)
 LW5580
 LW5580'RECOVERED 1989
 LW5580'RECOVERED IN GOOD CONDITION.
 LW5580
 LW5580                          STATION RECOVERY (2001)
 LW5580
 LW5580'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW5580'AMEND 1986 DESCRIPTION. '.....TO ITS MERGER WITH STATE HIGHWAY 2 AND
 LW5580'4. TURN LEFT ON NORTHBOUND ENTRANCE RAMP TO ROUTE 4, STATION IS ON
 LW5580'RIGHT, AT TOP OF A SLOPE, 36 FT NNW OF POLE 5357.'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5594 ***********************************************************************
 LW5594  DESIGNATION -  TENROD 2 AZ MK
 LW5594  PID         -  LW5594
 LW5594  STATE/COUNTY-  RI/WASHINGTON
 LW5594  USGS QUAD   -  WICKFORD (1995)
 LW5594
 LW5594                         *CURRENT SURVEY CONTROL
 LW5594  ___________________________________________________________________
 LW5594* NAD 83(1996)-  41 34 33.93512(N)    071 29 54.20128(W)     ADJUSTED  
 LW5594* NAVD 88     -        31.04   (+/-2cm)     101.8    (feet)  VERTCON   
 LW5594  ___________________________________________________________________
 LW5594  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 LW5594  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW5594
 LW5594  HORZ ORDER  -  SECOND
 LW5594  VERT ORDER  -  THIRD (See Below)
 LW5594
 LW5594.The horizontal coordinates were established by classical geodetic methods
 LW5594.and adjusted by the National Geodetic Survey in August 1998..
 LW5594
 LW5594.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5594.The vertical order pertains to the NGVD 29 superseded value.
 LW5594
 LW5594.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5594
 LW5594.The geoid height was determined by GEOID03.
 LW5594
 LW5594;                    North         East     Units Scale Factor Converg.
 LW5594;SPC RI       -    54,725.699   100,134.334   MT  0.99999375   +0 00 03.8
 LW5594;SPC RI       -   179,545.90    328,524.06   sFT  0.99999375   +0 00 03.8
 LW5594;UTM  19      - 4,605,726.675   291,713.793   MT  1.00013391   -1 39 30.8
 LW5594
 LW5594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5594!SPC RI       -   0.99999985  x   0.99999375  =   0.99999360
 LW5594!UTM  19      -   0.99999985  x   1.00013391  =   1.00013376
 LW5594
 LW5594                          SUPERSEDED SURVEY CONTROL
 LW5594
 LW5594  NAD 83(1996)-  41 34 33.93420(N)    071 29 54.20064(W) AD(       ) 2
 LW5594  NAD 83(1992)-  41 34 33.93368(N)    071 29 54.20052(W) AD(       ) 2
 LW5594  NAD 83(1992)-  41 34 33.93302(N)    071 29 54.20050(W) AD(       ) 2
 LW5594  NAD 83(1986)-  41 34 33.93296(N)    071 29 54.20021(W) AD(       ) 2
 LW5594  NGVD 29 (??/??/??)   31.31   (m)          102.7    (f) N HEIGHT    3  
 LW5594
 LW5594.Superseded values are not recommended for survey control.
 LW5594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5594.See file dsdata.txt to determine how the superseded data were derived.
 LW5594
 LW5594_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9171405727(NAD 83)
 LW5594_MARKER: DZ = AZIMUTH MARK DISK
 LW5594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5594_SP_SET: CONCRETE POST
 LW5594_STAMPING: TENROD 2 AZI 1986
 LW5594_MARK LOGO: NGS   
 LW5594_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5594+STABILITY: SURFACE MOTION
 LW5594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW5594+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1988
 LW5594
 LW5594  HISTORY     - Date     Condition        Report By
 LW5594  HISTORY     - 1986     MONUMENTED       RIGS
 LW5594  HISTORY     - 19880701 GOOD             RIGS
 LW5594
 LW5594                          STATION DESCRIPTION
 LW5594
 LW5594'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5594'THE AZIMUTH MARK IS LOCATED ABOUT 3.9 KM (2.40 MI) WEST NORTHWEST FROM
 LW5594'WICKFORD CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5594'SURVEY, 401 277-2814.
 LW5594'TO REACH FROM THE STATION TENROD 2 1986, GO WEST 0.55 KM (0.35 MI) ON
 LW5594'STATE HIGHWAY 102 NORTHBOUND TO AN ENTRANCE RAMP LEFT, TURN LEFT AND
 LW5594'GO SOUTH 0.4 KM (0.25 MI) ON RAMP TO STATE HIGHWAY 4 SOUTHBOUND,
 LW5594'CONTINUE SOUTH 0.3 KM (0.20 MI) ON HIGHWAY 4 SOUTHBOUND TO THE AZIMUTH
 LW5594'ON THE RIGHT.
 LW5594'TENROD 2 AZIMUTH MARK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5594'30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 3.2 M (10.5 FT)
 LW5594'SOUTHEAST FROM THE FACE OF A BLAZED 0.3 M (1.0 FT) DIAMETER WHITE OAK,
 LW5594'1.05 M (3.4 FT) WEST SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5594
 LW5594                          STATION RECOVERY (1988)
 LW5594
 LW5594'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5592 ***********************************************************************
 LW5592  DESIGNATION -  TENROD 2 RM 2
 LW5592  PID         -  LW5592
 LW5592  STATE/COUNTY-  RI/WASHINGTON
 LW5592  USGS QUAD   -  WICKFORD (1995)
 LW5592
 LW5592                         *CURRENT SURVEY CONTROL
 LW5592  ___________________________________________________________________
 LW5592* NAD 83(1996)-  41 34 53.37529(N)    071 29 58.70671(W)     ADJUSTED  
 LW5592* NAVD 88     -        35.289  (meters)     115.78   (feet)  ADJUSTED  
 LW5592  ___________________________________________________________________
 LW5592  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 LW5592  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW5592  DYNAMIC HT  -          35.277 (meters)     115.74  (feet)  COMP
 LW5592  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LW5592
 LW5592  HORZ ORDER  -  SECOND
 LW5592  VERT ORDER  -  SECOND    CLASS II
 LW5592
 LW5592.The horizontal coordinates were established by classical geodetic methods
 LW5592.and adjusted by the National Geodetic Survey in August 1998..
 LW5592.No horizontal observational check was made to the station.
 LW5592
 LW5592.The orthometric height was determined by differential leveling
 LW5592.and adjusted by the National Geodetic Survey in April 1995..
 LW5592
 LW5592.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5592
 LW5592.The geoid height was determined by GEOID03.
 LW5592
 LW5592.The dynamic height is computed by dividing the NAVD 88
 LW5592.geopotential number by the normal gravity value computed on the
 LW5592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5592.degrees latitude (g = 980.6199 gals.).
 LW5592
 LW5592.The modeled gravity was interpolated from observed gravity values.
 LW5592
 LW5592;                    North         East     Units Scale Factor Converg.
 LW5592;SPC RI       -    55,325.451   100,029.958   MT  0.99999375   +0 00 00.9
 LW5592;SPC RI       -   181,513.58    328,181.62   sFT  0.99999375   +0 00 00.9
 LW5592;UTM  19      - 4,606,329.283   291,626.820   MT  1.00013435   -1 39 34.4
 LW5592
 LW5592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5592!SPC RI       -   0.99999919  x   0.99999375  =   0.99999294
 LW5592!UTM  19      -   0.99999919  x   1.00013435  =   1.00013353
 LW5592
 LW5592                          SUPERSEDED SURVEY CONTROL
 LW5592
 LW5592  NAD 83(1996)-  41 34 53.37436(N)    071 29 58.70607(W) AD(       ) 2
 LW5592  NAD 83(1992)-  41 34 53.37385(N)    071 29 58.70595(W) AD(       ) 2
 LW5592  NAD 83(1992)-  41 34 53.37318(N)    071 29 58.70592(W) AD(       ) 2
 LW5592  NAD 83(1986)-  41 34 53.37310(N)    071 29 58.70549(W) AD(       ) 2
 LW5592  NGVD 29 (06/03/94)   35.56   (m)          116.7    (f) LEVELING    3  
 LW5592
 LW5592.Superseded values are not recommended for survey control.
 LW5592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5592.See file dsdata.txt to determine how the superseded data were derived.
 LW5592
 LW5592_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9162706329(NAD 83)
 LW5592_MARKER: DR = REFERENCE MARK DISK
 LW5592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5592_SP_SET: CONCRETE POST
 LW5592_STAMPING: TENROD 2 NO 2 1986
 LW5592_MARK LOGO: NGS   
 LW5592_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5592+STABILITY: SURFACE MOTION
 LW5592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5592+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1988
 LW5592
 LW5592  HISTORY     - Date     Condition        Report By
 LW5592  HISTORY     - 1986     MONUMENTED       RIGS
 LW5592  HISTORY     - 19880701 GOOD             RIGS
 LW5592  HISTORY     - 19980921 MARK NOT FOUND   USPSQD
 LW5592
 LW5592                          STATION DESCRIPTION
 LW5592
 LW5592'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5592'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) WEST NORTHWEST FROM
 LW5592'WICKFORD CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEOGETIC
 LW5592'SURVEY, 401 277-2814.
 LW5592'TO REACH THE REFERENCE MARK FROM THE INTERSECTION OF U S HIGHWAY 1 AND
 LW5592'STATE HIGHWAY 102, GO WEST 3.7 KM (2.30 MI) ON HIGHWAY 102 NORTHBOUND
 LW5592'TO ITS MERGER WITH STATE HIGHWAY 2 AND THE STATION ON THE LEFT AT THE
 LW5592'TOP OF A SLOPE.
 LW5592'TENROD 2 WAS ESTABLISHED DUE TO MAJOR ROAD CONSTRUCTION WHICH HAS
 LW5592'DESTROYED TENROD 1968.
 LW5592'REFERENCE MARK NO 2 IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5592'30 CM IN DIAMETER FLUSH WITH THE GROUND AND ABOUT LEVEL WITH TENROD 2
 LW5592'1986. IT IS 48.0 M (157.5 FT) NORTH FROM THE FACE OF AN NET+T POLE
 LW5592'WITH NO NUMBER, 11.6 M (38.1 FT) WEST FROM THE FACE OF AN NET+T POLE
 LW5592'5357, 0.45 M (1.5 FT) EAST FROM A FIBERGLASS WITNESS POST SET NEAR A
 LW5592'RIGHT OF WAY FENCE.
 LW5592
 LW5592                          STATION RECOVERY (1988)
 LW5592
 LW5592'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5592'RECOVERED IN GOOD CONDITION.
 LW5592
 LW5592                          STATION RECOVERY (1998)
 LW5592
 LW5592'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW5592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5593 ***********************************************************************
 LW5593  DESIGNATION -  TENROD 2 RM 3
 LW5593  PID         -  LW5593
 LW5593  STATE/COUNTY-  RI/WASHINGTON
 LW5593  USGS QUAD   -  WICKFORD (1995)
 LW5593
 LW5593                         *CURRENT SURVEY CONTROL
 LW5593  ___________________________________________________________________
 LW5593* NAD 83(1996)-  41 34 54.00375(N)    071 29 58.75175(W)     ADJUSTED  
 LW5593* NAVD 88     -        35.431  (meters)     116.24   (feet)  ADJUSTED  
 LW5593  ___________________________________________________________________
 LW5593  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 LW5593  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW5593  DYNAMIC HT  -          35.419 (meters)     116.20  (feet)  COMP
 LW5593  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LW5593
 LW5593  HORZ ORDER  -  SECOND
 LW5593  VERT ORDER  -  SECOND    CLASS II
 LW5593
 LW5593.The horizontal coordinates were established by classical geodetic methods
 LW5593.and adjusted by the National Geodetic Survey in August 1998..
 LW5593.No horizontal observational check was made to the station.
 LW5593
 LW5593.The orthometric height was determined by differential leveling
 LW5593.and adjusted by the National Geodetic Survey in April 1995..
 LW5593
 LW5593.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5593
 LW5593.The geoid height was determined by GEOID03.
 LW5593
 LW5593.The dynamic height is computed by dividing the NAVD 88
 LW5593.geopotential number by the normal gravity value computed on the
 LW5593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5593.degrees latitude (g = 980.6199 gals.).
 LW5593
 LW5593.The modeled gravity was interpolated from observed gravity values.
 LW5593
 LW5593;                    North         East     Units Scale Factor Converg.
 LW5593;SPC RI       -    55,344.840   100,028.915   MT  0.99999375   +0 00 00.8
 LW5593;SPC RI       -   181,577.20    328,178.20   sFT  0.99999375   +0 00 00.8
 LW5593;UTM  19      - 4,606,348.696   291,626.338   MT  1.00013436   -1 39 34.5
 LW5593
 LW5593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5593!SPC RI       -   0.99999916  x   0.99999375  =   0.99999291
 LW5593!UTM  19      -   0.99999916  x   1.00013436  =   1.00013352
 LW5593
 LW5593                          SUPERSEDED SURVEY CONTROL
 LW5593
 LW5593  NAD 83(1996)-  41 34 54.00282(N)    071 29 58.75111(W) AD(       ) 2
 LW5593  NAD 83(1992)-  41 34 54.00232(N)    071 29 58.75099(W) AD(       ) 2
 LW5593  NAD 83(1992)-  41 34 54.00165(N)    071 29 58.75096(W) AD(       ) 2
 LW5593  NAD 83(1986)-  41 34 54.00156(N)    071 29 58.75052(W) AD(       ) 2
 LW5593  NGVD 29 (06/03/94)   35.70   (m)          117.1    (f) LEVELING    3  
 LW5593
 LW5593.Superseded values are not recommended for survey control.
 LW5593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5593.See file dsdata.txt to determine how the superseded data were derived.
 LW5593
 LW5593_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9162606349(NAD 83)
 LW5593_MARKER: DR = REFERENCE MARK DISK
 LW5593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5593_SP_SET: CONCRETE POST
 LW5593_STAMPING: TENROD 2 NO 3 1986
 LW5593_MARK LOGO: NGS   
 LW5593_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5593+STABILITY: SURFACE MOTION
 LW5593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5593+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1988
 LW5593
 LW5593  HISTORY     - Date     Condition        Report By
 LW5593  HISTORY     - 1986     MONUMENTED       RIGS
 LW5593  HISTORY     - 19880701 GOOD             RIGS
 LW5593  HISTORY     - 19980921 MARK NOT FOUND   USPSQD
 LW5593
 LW5593                          STATION DESCRIPTION
 LW5593
 LW5593'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5593'REFERENCE MARK NO 3 IS LOCATED ABOUT 4.4 KM (2.75 MI) WEST NORTHWEST
 LW5593'FROM WICKFORD CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND
 LW5593'GEODETIC SURVEY, 401 277-2814.
 LW5593'TO REACH THE REFERENCE MARK FROM THE INTERSECTION OF U S HIGHWAY 1 AND
 LW5593'STATE HIGHWAY 102, GO WEST 3.7 KM (2.30 MI) ON STATE HIGHWAY 102
 LW5593'NORTHBOUND TO ITS MERGER WITH STATE HIGHWAY 2 AND THE STATION ON THE
 LW5593'LEFT AT THE TOP OF A SLOPE.
 LW5593'TENROD 2 1986 WAS ESTABLISHED DUE TO MAJOR ROAD RECONSTRUCTION WHICH
 LW5593'DESTROYED TENROD 1968.
 LW5593'REFERENCE MARK NO 3 IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5593'30 CM IN DIAMETER FLUSH WITH THE GROUND AND ABOUT LEVEL WITH TENROD 2
 LW5593'1986. IT IS 23.8 M (78.1 FT) SOUTH FROM THE FACE OF AN NET+T POLE
 LW5593'5358, 20.6 M (67.6 FT) NORTHWEST FROM THE FACE OF AN NET+T POLE 5357,
 LW5593'0.3 M (1.0 FT) EAST FROM A FIBERGLASS WITNESS POST SET NEAR A RIGHT OF
 LW5593'WAY FENCE.
 LW5593
 LW5593                          STATION RECOVERY (1988)
 LW5593
 LW5593'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5593'RECOVERED IN GOOD CONDITION.
 LW5593
 LW5593                          STATION RECOVERY (1998)
 LW5593
 LW5593'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW5593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0365 ***********************************************************************
 LW0365  DESIGNATION -  TENROD AZ MK
 LW0365  PID         -  LW0365
 LW0365  STATE/COUNTY-  RI/WASHINGTON
 LW0365  USGS QUAD   -  WICKFORD (1995)
 LW0365
 LW0365                         *CURRENT SURVEY CONTROL
 LW0365  ___________________________________________________________________
 LW0365* NAD 83(1996)-  41 34 41.96443(N)    071 29 55.71963(W)     ADJUSTED  
 LW0365* NAVD 88     -        30.569  (meters)     100.29   (feet)  ADJUSTED  
 LW0365  ___________________________________________________________________
 LW0365  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 LW0365  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW0365  DYNAMIC HT  -          30.558 (meters)     100.26  (feet)  COMP
 LW0365  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 LW0365
 LW0365  HORZ ORDER  -  SECOND
 LW0365  VERT ORDER  -  SECOND    CLASS 0
 LW0365
 LW0365.The horizontal coordinates were established by classical geodetic methods
 LW0365.and adjusted by the National Geodetic Survey in August 1998..
 LW0365
 LW0365.The orthometric height was determined by differential leveling
 LW0365.and adjusted by the National Geodetic Survey in June 1991..
 LW0365
 LW0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0365
 LW0365.The geoid height was determined by GEOID03.
 LW0365
 LW0365.The dynamic height is computed by dividing the NAVD 88
 LW0365.geopotential number by the normal gravity value computed on the
 LW0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0365.degrees latitude (g = 980.6199 gals.).
 LW0365
 LW0365.The modeled gravity was interpolated from observed gravity values.
 LW0365
 LW0365;                    North         East     Units Scale Factor Converg.
 LW0365;SPC RI       -    54,973.413   100,099.156   MT  0.99999375   +0 00 02.8
 LW0365;SPC RI       -   180,358.61    328,408.65   sFT  0.99999375   +0 00 02.8
 LW0365;UTM  19      - 4,605,975.338   291,685.800   MT  1.00013405   -1 39 32.1
 LW0365
 LW0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0365!SPC RI       -   0.99999993  x   0.99999375  =   0.99999368
 LW0365!UTM  19      -   0.99999993  x   1.00013405  =   1.00013398
 LW0365
 LW0365                          SUPERSEDED SURVEY CONTROL
 LW0365
 LW0365  NAD 83(1996)-  41 34 41.96351(N)    071 29 55.71898(W) AD(       ) 2
 LW0365  NAD 83(1992)-  41 34 41.96300(N)    071 29 55.71887(W) AD(       ) 2
 LW0365  NAD 83(1992)-  41 34 41.96233(N)    071 29 55.71884(W) AD(       ) 2
 LW0365  NAD 83(1986)-  41 34 41.96229(N)    071 29 55.71854(W) AD(       ) 2
 LW0365  NGVD 29 (??/??/92)   30.841  (m)          101.18   (f) ADJ UNCH    2 0
 LW0365
 LW0365.Superseded values are not recommended for survey control.
 LW0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0365.See file dsdata.txt to determine how the superseded data were derived.
 LW0365
 LW0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9168605975(NAD 83)
 LW0365_MARKER: DZ = AZIMUTH MARK DISK
 LW0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0365_SP_SET: CONCRETE POST
 LW0365_STAMPING: TENROD 1968
 LW0365_MARK LOGO: CGS   
 LW0365_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0365+STABILITY: SURFACE MOTION
 LW0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0365+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1989
 LW0365
 LW0365  HISTORY     - Date     Condition        Report By
 LW0365  HISTORY     - 1968     MONUMENTED       CGS
 LW0365  HISTORY     - 1969     GOOD             NGS
 LW0365  HISTORY     - 19890403 GOOD             RIGS
 LW0365
 LW0365                          STATION DESCRIPTION
 LW0365
 LW0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0365'2.6 MI NW FROM WICKFORD.
 LW0365'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 102 FROM THE
 LW0365'JUNCTION OF STATE HIGHWAY 4 AT WICKFORD, THENCE 0.3 MILE SOUTH
 LW0365'ALONG STATE HIGHWAY 4, 0.4 MILE NORTHWEST OF THE HIGHWAY OVERPASS
 LW0365'OVER THE PENN CENTRAL RAILROAD, ON THE WEST SLOPE OF A 12 FOOT
 LW0365'HIGH DIRT CUT BANK, 130 FEET NORTH OF THE SOUTH END OF THE CUT,
 LW0365'51 FEET EAST OF THE CENTER LINE OF THE NORTHWEST BOUND LANE OF
 LW0365'THE HIGHWAY, 30 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, 1.6
 LW0365'FEET NORTH OF A METAL WITNESS POST AND ABOUT 4 FEET ABOVE THE
 LW0365'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LW0365'THE GROUND.
 LW0365
 LW0365                          STATION RECOVERY (1989)
 LW0365
 LW0365'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW0365'THE AZIMUTH MARK IS LOCATED ABOUT 3.95 KM (2.45 MI) WEST NORTHWEST
 LW0365'FROM WICKFORD CENTER. OWNERSHIP--STATE OF RIGHT OF WAY, RHODE ISLAND
 LW0365'GEODETIC SURVEY, 401 277-2814.
 LW0365'TO REACH FROM THE STATION TENROD 2 1986, GO SOUTH 0.6 KM (0.35 MI) ON
 LW0365'THE RAMP FROM HIGHWAY 102 TO HIGHWAY 4 NORTHBOUND TO THE MARK ON THE
 LW0365'LEFT, ACROSS BOTH THE RAMP FOR HIGHWAY 4 NORTH AND THE RAMP FOR
 LW0365'HIGHWAY 102.
 LW0365'AZIMUTH MK IS 9.1 M (29.9 FT) WEST FROM A RIGHT OF WAY FENCE, 0.3 M
 LW0365'(1.0 FT) WEST SOUTHWEST FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5724 ***********************************************************************
 LW5724  DESIGNATION -  TF GREEN AIRPORT BEACON
 LW5724  PID         -  LW5724
 LW5724  STATE/COUNTY-  RI/KENT
 LW5724  USGS QUAD   -  EAST GREENWICH (1975)
 LW5724
 LW5724                         *CURRENT SURVEY CONTROL
 LW5724  ___________________________________________________________________
 LW5724* NAD 83(1996)-  41 43 23.00515(N)    071 26 18.93143(W)     ADJUSTED  
 LW5724* NAVD 88     -                                                        
 LW5724  ___________________________________________________________________
 LW5724  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 LW5724  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW5724
 LW5724  HORZ ORDER  -  THIRD
 LW5724
 LW5724.This mark is at Theodore Francis Green State Airport (PVD)
 LW5724
 LW5724.The horizontal coordinates were established by classical geodetic methods
 LW5724.and adjusted by the National Geodetic Survey in August 1998..
 LW5724
 LW5724
 LW5724.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5724
 LW5724.The geoid height was determined by GEOID03.
 LW5724
 LW5724;                    North         East     Units Scale Factor Converg.
 LW5724;SPC RI       -    71,050.182   105,109.663   MT  0.99999407   +0 02 27.1
 LW5724;SPC RI       -   233,103.81    344,847.29   sFT  0.99999407   +0 02 27.1
 LW5724;UTM  19      - 4,621,902.029   297,161.182   MT  1.00010633   -1 37 24.6
 LW5724
 LW5724                          SUPERSEDED SURVEY CONTROL
 LW5724
 LW5724  NAD 83(1996)-  41 43 23.00469(N)    071 26 18.93104(W) AD(       ) 4
 LW5724  NAD 83(1992)-  41 43 23.00371(N)    071 26 18.93058(W) AD(       ) 4
 LW5724  NAD 83(1992)-  41 43 23.00335(N)    071 26 18.93054(W) AD(       ) 4
 LW5724  NAD 83(1986)-  41 43 23.00353(N)    071 26 18.93016(W) AD(       ) 4
 LW5724
 LW5724.Superseded values are not recommended for survey control.
 LW5724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5724.See file dsdata.txt to determine how the superseded data were derived.
 LW5724
 LW5724_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9716121902(NAD 83)
 LW5724_MARKER: 21 = AIRPORT BEACON
 LW5724
 LW5724  HISTORY     - Date     Condition        Report By
 LW5724  HISTORY     - 1975     FIRST OBSERVED   NGS
 LW5724  HISTORY     - 19940630 GOOD             NGS
 LW5724  HISTORY     - 19940901 GOOD             USPSQD
 LW5724
 LW5724                          STATION DESCRIPTION
 LW5724
 LW5724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RJP)
 LW5724'THE STATION, TF GREEN AIPORT BEACON, IS THE TOP CENTER OF THE
 LW5724'BEACON WHICH IS SUPPORTED BY FOUR STEEL LEGS AND IS PAINTED RED.
 LW5724'IS LOCATED ABOUT 6.9 KM (4.3 MI) NORTH-NORTHEAST OF EAST GREENWICH,
 LW5724'5.8 KM (3.6 MI) SOUTH OF CRANSTON, AND
 LW5724'3.2 KM (2.0 MI) SOUTHEAST OF PONTIAC.
 LW5724'OWNERSHIP--STATE OF RHODE ISLAND.
 LW5724'
 LW5724'TO REACH THE STATION FROM THE AIRPORT CONNECTOR BRIDGE OVER
 LW5724'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 3.3 KM (2.05 MI) NORTH OF
 LW5724'APPONAUG, GO EAST FOR 2.0 KM (1.25 MI) ON THE AIRPORT CONNECTOR
 LW5724'ROAD TO THE SOUTH PARKING AREA OF THE TERMINAL BUILDING FOR T.F.
 LW5724'GREEN AIRPORT AND THE STATION ON THE RIGHT.
 LW5724'
 LW5724'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5724
 LW5724                          STATION RECOVERY (1994)
 LW5724
 LW5724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 LW5724'THE BEACON IS LOCATED ABOUT 1100 FEET (335.3 M) SW OF THE TERMINAL
 LW5724'BUILDING AND ABOUT 300 FEET (91.4 M) WNW OF A HANGAR.  THE BEACON IS
 LW5724'ATOP A FOUR LEGGED STEEL MAST WHOSE BASE IS ABOUT 3 FEET (0.9 M)
 LW5724'SQUARE.
 LW5724
 LW5724                          STATION RECOVERY (1994)
 LW5724
 LW5724'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3294 ***********************************************************************
 LW3294  DESIGNATION -  THOMPSON
 LW3294  PID         -  LW3294
 LW3294  STATE/COUNTY-  RI/WASHINGTON
 LW3294  USGS QUAD   -  WATCH HILL (1984)
 LW3294
 LW3294                         *CURRENT SURVEY CONTROL
 LW3294  ___________________________________________________________________
 LW3294* NAD 83(1996)-  41 20 43.42759(N)    071 49 26.19120(W)     ADJUSTED  
 LW3294* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 LW3294  ___________________________________________________________________
 LW3294  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 LW3294  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW3294
 LW3294  HORZ ORDER  -  THIRD
 LW3294
 LW3294.The horizontal coordinates were established by classical geodetic methods
 LW3294.and adjusted by the National Geodetic Survey in August 1998..
 LW3294
 LW3294.The orthometric height was scaled from a topographic map.
 LW3294
 LW3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3294
 LW3294.The geoid height was determined by GEOID03.
 LW3294
 LW3294;                    North         East     Units Scale Factor Converg.
 LW3294;SPC RI       -    29,154.680    72,888.006   MT  1.00000279   -0 12 50.4
 LW3294;SPC RI       -    95,651.65    239,133.40   sFT  1.00000279   -0 12 50.4
 LW3294;SPC CT       -   209,684.041   382,304.143   MT  0.99998851   +0 36 50.5
 LW3294;SPC CT       -   687,938.39  1,254,276.18   sFT  0.99998851   +0 36 50.5
 LW3294;UTM  19      - 4,580,948.457   263,733.947   MT  1.00028704   -1 51 58.9
 LW3294
 LW3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3294!SPC RI       -   1.00000281  x   1.00000279  =   1.00000560
 LW3294!SPC CT       -   1.00000281  x   0.99998851  =   0.99999132
 LW3294!UTM  19      -   1.00000281  x   1.00028704  =   1.00028985
 LW3294
 LW3294:                Primary Azimuth Mark                     Grid Az
 LW3294:SPC RI       -  FORT HILL NEW TANK                       143 00 49.8
 LW3294:SPC CT       -  FORT HILL NEW TANK                       142 11 08.9
 LW3294:UTM  19      -  FORT HILL NEW TANK                       144 39 58.3
 LW3294
 LW3294|---------------------------------------------------------------------|
 LW3294| PID    Reference Object                     Distance      Geod. Az  |
 LW3294|                                                           dddmmss.s |
 LW3294| LW3277 FORT HILL NEW TANK                  APPROX. 1.0 KM 1424759.4 |
 LW3294| LW3292 SUNNYLANDS CHIMNEY                  184.121 METERS 22208     |
 LW3294| CB8593 THOMPSON RM 1                                      26031     |
 LW3294| LW3299 ELMS HOUSE GABLE                    APPROX. 2.1 KM 2892240.9 |
 LW3294| CB8594 THOMPSON RM 2                        26.200 METERS 34553     |
 LW3294|---------------------------------------------------------------------|
 LW3294
 LW3294                          SUPERSEDED SURVEY CONTROL
 LW3294
 LW3294  NAD 83(1992)-  41 20 43.42627(N)    071 49 26.19040(W) AD(       ) 3
 LW3294  NAD 83(1986)-  41 20 43.42529(N)    071 49 26.19256(W) AD(       ) 3
 LW3294  NAD 27      -  41 20 43.07400(N)    071 49 27.94900(W) AD(       ) 3
 LW3294
 LW3294.Superseded values are not recommended for survey control.
 LW3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3294.See file dsdata.txt to determine how the superseded data were derived.
 LW3294
 LW3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6373480948(NAD 83)
 LW3294_MARKER: DS = TRIANGULATION STATION DISK
 LW3294_SETTING: 80 = SET IN A BOULDER
 LW3294_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3294+STABILITY: SURFACE MOTION
 LW3294
 LW3294  HISTORY     - Date     Condition        Report By
 LW3294  HISTORY     - 1934     MONUMENTED       CGS
 LW3294  HISTORY     - 1954     GOOD             CGS
 LW3294  HISTORY     - 1988     GOOD             USPSQD
 LW3294
 LW3294                          STATION DESCRIPTION
 LW3294
 LW3294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3294'THE STATION IS LOCATED ON THE N END OF A PROMINENT ROCKY HILL S
 LW3294'OF THE WESTERLY CEMETERY AND 61 METERS W OF THE WATCH HILL
 LW3294'ROAD.  IT IS MARKED BY A STANDARD DISC SET IN A DRILL HOLE IN THE
 LW3294'TOP OF A VERY LARGE BOULDER ON THE HIGHEST PART OF THE HILL.
 LW3294'
 LW3294'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3294'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO. 1 AND
 LW3294'NO. 2 ARE STANDARD BRONZE DISCS SET IN A BOULDER AS DESCRIBED
 LW3294'IN NOTE 12C.
 LW3294'
 LW3294'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE STANDARD DISCS
 LW3294'SET IN DRILL HOLES IN THE TOPS OF TWO LARGE BOULDERS WESTERLY AND
 LW3294'NORTHWESTERLY OF THE STATION RESPECTIVELY.
 LW3294'
 LW3294'THE STATION IS REACHED FROM THE INTERSECTION OF UNITED STATES
 LW3294'HIGHWAY NO. 1 AND THE WATCH HILL ROAD--GO SOUTHERLY ON THE WATCH
 LW3294'HILL ROAD 2.3 MILES TO THE HILL ON THE W SIDE OF THE ROAD.
 LW3294'
 LW3294'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3294
 LW3294                          STATION RECOVERY (1954)
 LW3294
 LW3294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3294'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3294'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LW3294'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION WAS FOUND
 LW3294'TO BE ADEQUATE AND CORRECT.
 LW3294'
 LW3294'STATION MARK IS STAMPED THOMPSON 1934.
 LW3294'
 LW3294'REFERENCE MARK 1 IS STAMPED THOMPSON NO 1 1934.
 LW3294'
 LW3294'REFERENCE MARK 2 IS STAMPED THOMPSON NO 2 1934.
 LW3294
 LW3294                          STATION RECOVERY (1988)
 LW3294
 LW3294'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW3294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2693 ***********************************************************************
 LW2693  DESIGNATION -  THORNTON W M SPINNING CORP TK
 LW2693  PID         -  LW2693
 LW2693  STATE/COUNTY-  RI/PROVIDENCE
 LW2693  USGS QUAD   -  PROVIDENCE (1975)
 LW2693
 LW2693                         *CURRENT SURVEY CONTROL
 LW2693  ___________________________________________________________________
 LW2693* NAD 83(1996)-  41 47 50.65372(N)    071 28 37.18269(W)     ADJUSTED  
 LW2693* NAVD 88     -                                                        
 LW2693  ___________________________________________________________________
 LW2693  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 LW2693  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW2693
 LW2693  HORZ ORDER  -  THIRD
 LW2693
 LW2693.The horizontal coordinates were established by classical geodetic methods
 LW2693.and adjusted by the National Geodetic Survey in August 1998..
 LW2693
 LW2693
 LW2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2693
 LW2693.The geoid height was determined by GEOID03.
 LW2693
 LW2693;                    North         East     Units Scale Factor Converg.
 LW2693;SPC RI       -    79,306.164   101,911.988   MT  0.99999379   +0 00 55.2
 LW2693;SPC RI       -   260,190.31    334,356.25   sFT  0.99999379   +0 00 55.2
 LW2693;UTM  19      - 4,630,248.467   294,204.473   MT  1.00012119   -1 39 05.4
 LW2693
 LW2693                          SUPERSEDED SURVEY CONTROL
 LW2693
 LW2693  NAD 83(1996)-  41 47 50.65346(N)    071 28 37.18250(W) AD(       ) 4
 LW2693  NAD 83(1992)-  41 47 50.65235(N)    071 28 37.18182(W) AD(       ) 4
 LW2693  NAD 83(1992)-  41 47 50.65213(N)    071 28 37.18188(W) AD(       ) 4
 LW2693  NAD 83(1986)-  41 47 50.65166(N)    071 28 37.18157(W) AD(       ) 4
 LW2693  NAD 27      -  41 47 50.29266(N)    071 28 38.96612(W) AD(       ) 3
 LW2693
 LW2693.Superseded values are not recommended for survey control.
 LW2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2693.See file dsdata.txt to determine how the superseded data were derived.
 LW2693
 LW2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9420430248(NAD 83)
 LW2693
 LW2693  HISTORY     - Date     Condition        Report By
 LW2693  HISTORY     - 1968     MONUMENTED       CGS
 LW2693
 LW2693                          STATION DESCRIPTION
 LW2693
 LW2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2693'THE STATION, THORNTON WALTER MARSHALL SPINNING CORPORATION
 LW2693'WATER TANK, IS THE TOP CENTER OF THE SILVER CYLINDRICAL TANK
 LW2693'SUPPORTED BY 4 STEEL LEGS AND IS ABOUT 100 FEET IN HEIGHT.
 LW2693'
 LW2693'THE STATION IS LOCATED ON EAST SIDE OF STATE HIGHWAY 14 AT
 LW2693'INTERSECTION OF STATE HIGHWAY 14 AND CUSTER STREET IN CENTER
 LW2693'OF THORNTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5707 ***********************************************************************
 LW5707  DESIGNATION -  TI 002
 LW5707  PID         -  LW5707
 LW5707  STATE/COUNTY-  RI/NEWPORT
 LW5707  USGS QUAD   -  FALL RIVER (1979)
 LW5707
 LW5707                         *CURRENT SURVEY CONTROL
 LW5707  ___________________________________________________________________
 LW5707* NAD 83(1986)-  41 38 28.     (N)    071 11 03.     (W)     SCALED    
 LW5707* NAVD 88     -        55.489  (meters)     182.05   (feet)  ADJUSTED  
 LW5707  ___________________________________________________________________
 LW5707  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW5707  DYNAMIC HT  -          55.470 (meters)     181.99  (feet)  COMP
 LW5707  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 LW5707
 LW5707  VERT ORDER  -  SECOND    CLASS II
 LW5707
 LW5707.The horizontal coordinates were scaled from a topographic map and have
 LW5707.an estimated accuracy of +/- 6 seconds.
 LW5707
 LW5707.The orthometric height was determined by differential leveling
 LW5707.and adjusted by the National Geodetic Survey in April 1995..
 LW5707
 LW5707.The geoid height was determined by GEOID03.
 LW5707
 LW5707.The dynamic height is computed by dividing the NAVD 88
 LW5707.geopotential number by the normal gravity value computed on the
 LW5707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5707.degrees latitude (g = 980.6199 gals.).
 LW5707
 LW5707.The modeled gravity was interpolated from observed gravity values.
 LW5707
 LW5707;                    North         East    Units  Estimated Accuracy
 LW5707;SPC RI       -    62,000.      126,310.      MT  (+/- 180 meters Scaled)
 LW5707
 LW5707                          SUPERSEDED SURVEY CONTROL
 LW5707
 LW5707.No superseded survey control is available for this station.
 LW5707
 LW5707_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG180122(NAD 83)
 LW5707_MARKER: DD = SURVEY DISK
 LW5707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5707_SP_SET: CONCRETE POST
 LW5707_STAMPING: TI 002 1987
 LW5707_MARK LOGO: RIGS  
 LW5707_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5707+STABILITY: SURFACE MOTION
 LW5707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5707+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LW5707
 LW5707  HISTORY     - Date     Condition        Report By
 LW5707  HISTORY     - 1987     MONUMENTED       RIGS
 LW5707
 LW5707                          STATION DESCRIPTION
 LW5707
 LW5707'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5707'THE STATION IS LOCATED ABOUT 3.36 KM (2.10 MI) SOUTH OF NORTH
 LW5707'TIVERTON CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE
 LW5707'STATE HIGHWAY 24 BRIDGE OVER FISH ROAD, GO NORTH FOR 0.16 KM (0.10
 LW5707'MI) ON STATE HIGHWAY 24 TO THE STATION ON THE RIGHT, AT THE END OF A
 LW5707'RAMP LEADING ONTO HIGHWAY 24 NORTHBOUND FROM FISH ROAD.  IT IS 20.3 M
 LW5707'(66.6 FT) EAST NORTHEAST FROM A ROUND SUPPORT POST FOR THE RIGHT OF
 LW5707'WAY FENCE, 5.5 M (18.0 FT) NORTH FROM A RIGHT OF WAY FENCE, 5.5 M
 LW5707'(18.0 FT) SOUTH FROM THE CENTERLINE OF THE ON RAMP TO HIGHWAY 24
 LW5707'NORTHBOUND, 1.2 M (3.9 FT) NORTH FROM A FIBERGLASS WITNESS POST, 0.8
 LW5707'M (2.6 FT) SOUTH FROM THE GUARD RAIL.  THE MARK IS FLUSH WITH THE
 LW5707'SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5708 ***********************************************************************
 LW5708  DESIGNATION -  TI 003
 LW5708  PID         -  LW5708
 LW5708  STATE/COUNTY-  RI/NEWPORT
 LW5708  USGS QUAD   -  FALL RIVER (1979)
 LW5708
 LW5708                         *CURRENT SURVEY CONTROL
 LW5708  ___________________________________________________________________
 LW5708* NAD 83(1986)-  41 38 32.     (N)    071 10 48.     (W)     SCALED    
 LW5708* NAVD 88     -        62.526  (meters)     205.14   (feet)  ADJUSTED  
 LW5708  ___________________________________________________________________
 LW5708  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW5708  DYNAMIC HT  -          62.505 (meters)     205.07  (feet)  COMP
 LW5708  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LW5708
 LW5708  VERT ORDER  -  SECOND    CLASS II
 LW5708
 LW5708.The horizontal coordinates were scaled from a topographic map and have
 LW5708.an estimated accuracy of +/- 6 seconds.
 LW5708
 LW5708.The orthometric height was determined by differential leveling
 LW5708.and adjusted by the National Geodetic Survey in April 1995..
 LW5708
 LW5708.The geoid height was determined by GEOID03.
 LW5708
 LW5708.The dynamic height is computed by dividing the NAVD 88
 LW5708.geopotential number by the normal gravity value computed on the
 LW5708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5708.degrees latitude (g = 980.6199 gals.).
 LW5708
 LW5708.The modeled gravity was interpolated from observed gravity values.
 LW5708
 LW5708;                    North         East    Units  Estimated Accuracy
 LW5708;SPC RI       -    62,120.      126,660.      MT  (+/- 180 meters Scaled)
 LW5708
 LW5708                          SUPERSEDED SURVEY CONTROL
 LW5708
 LW5708.No superseded survey control is available for this station.
 LW5708
 LW5708_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG184123(NAD 83)
 LW5708_MARKER: DD = SURVEY DISK
 LW5708_SETTING: 66 = SET IN ROCK OUTCROP
 LW5708_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW5708_STAMPING: TI 003 1987
 LW5708_MARK LOGO: RIGS  
 LW5708_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5708+STABILITY: POSITION/ELEVATION WELL
 LW5708
 LW5708  HISTORY     - Date     Condition        Report By
 LW5708  HISTORY     - 1987     MONUMENTED       RIGS
 LW5708
 LW5708                          STATION DESCRIPTION
 LW5708
 LW5708'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5708'THE STATION IS LOCATED ABOUT 3.28 KM (2.05 MI) SOUTH SOUTHEAST OF
 LW5708'NORTH TIVERTON CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5708'STATION FROM THE STATE HIGHWAY 24 BRIDGE OVER EAGLEVILLE ROAD, GO
 LW5708'SOUTH FOR 1.84 KM (1.15 MI) ON HIGHWAY 24 TO THE FISH ROAD AND
 LW5708'TIVERTON POLICE EXIT, TAKE EXIT, AT END OF EXIT TURN LEFT AND GO
 LW5708'SOUTH FOR 0.24 KM (0.15 MI) ON FISH ROAD TO THE TEXACO SERVICE ROAD,
 LW5708'WHICH LEADS TO THE TIVERTON POLICE STATION, ON THE LEFT.  TURN LEFT
 LW5708'AND GO 0.64 KM (0.40 MI) NORTHEAST ON TEXACO SERVICE ROAD TO THE
 LW5708'STATION ON THE RIGHT.  IT IS 8.5 M (27.9 FT) SOUTH SOUTHEAST FROM THE
 LW5708'CENTERLINE OF TEXACO SERVICE ROAD, 1.2 M (3.9 FT) SOUTH SOUTHEAST
 LW5708'FROM THE FACE OF THE ROCK OUTCROP, 1.0 M (3.3 FT) NORTHEAST FROM A
 LW5708'FIBERGLASS WITNESS POST.  THE MARK IS SET INTO A DRILL HOLE IN A ROCK
 LW5708'OUTCROP.  THE MARK IS 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5709 ***********************************************************************
 LW5709  DESIGNATION -  TI 004
 LW5709  PID         -  LW5709
 LW5709  STATE/COUNTY-  RI/NEWPORT
 LW5709  USGS QUAD   -  FALL RIVER (1979)
 LW5709
 LW5709                         *CURRENT SURVEY CONTROL
 LW5709  ___________________________________________________________________
 LW5709* NAD 83(1986)-  41 38 46.     (N)    071 11 09.     (W)     SCALED    
 LW5709* NAVD 88     -        70.447  (meters)     231.12   (feet)  ADJUSTED  
 LW5709  ___________________________________________________________________
 LW5709  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW5709  DYNAMIC HT  -          70.424 (meters)     231.05  (feet)  COMP
 LW5709  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LW5709
 LW5709  VERT ORDER  -  SECOND    CLASS II
 LW5709
 LW5709.The horizontal coordinates were scaled from a topographic map and have
 LW5709.an estimated accuracy of +/- 6 seconds.
 LW5709
 LW5709.The orthometric height was determined by differential leveling
 LW5709.and adjusted by the National Geodetic Survey in April 1995..
 LW5709
 LW5709.The geoid height was determined by GEOID03.
 LW5709
 LW5709.The dynamic height is computed by dividing the NAVD 88
 LW5709.geopotential number by the normal gravity value computed on the
 LW5709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5709.degrees latitude (g = 980.6199 gals.).
 LW5709
 LW5709.The modeled gravity was interpolated from observed gravity values.
 LW5709
 LW5709;                    North         East    Units  Estimated Accuracy
 LW5709;SPC RI       -    62,550.      126,170.      MT  (+/- 180 meters Scaled)
 LW5709
 LW5709                          SUPERSEDED SURVEY CONTROL
 LW5709
 LW5709.No superseded survey control is available for this station.
 LW5709
 LW5709_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG179127(NAD 83)
 LW5709_MARKER: DD = SURVEY DISK
 LW5709_SETTING: 80 = SET IN A BOULDER
 LW5709_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 LW5709_STAMPING: TI 004 1987
 LW5709_MARK LOGO: RIGS  
 LW5709_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5709+STABILITY: SURFACE MOTION
 LW5709
 LW5709  HISTORY     - Date     Condition        Report By
 LW5709  HISTORY     - 1987     MONUMENTED       RIGS
 LW5709
 LW5709                          STATION DESCRIPTION
 LW5709
 LW5709'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5709'THE STATION IS LOCATED ABOUT 2.56 KM (1.60 MI) SOUTH OF NORTH
 LW5709'TIVERTON CENTER.  OWNERSHIP-- STATE RIGHT OF WAY.  TO REACH FROM THE
 LW5709'STATE HIGHWAY 24 BRIDGE OVER EAGLEVILLE ROAD, GO SOUTH FOR 1.84 KM
 LW5709'(1.15 MI) ON HIGHWAY 24 TO THE FISH ROAD EXIT, TAKE EXIT, AT THE END
 LW5709'OF EXIT TURN RIGHT ONTO FISH ROAD, GO NORTH FOR 0.5 KM (0.30 MI) ON
 LW5709'FISH ROAD TO THE STATION ON THE RIGHT.  IT IS 42.5 M (139.4 FT) NORTH
 LW5709'NORTHEAST FROM AN NET+T AND NET CO UTILITY POLE 055, 34.3 M (112.5
 LW5709'FT) SOUTHWEST FROM AN NET+T AND NET CO UTILITY POLE 054, 4.85 M (15.9
 LW5709'FT) EAST SOUTHEAST FROM THE CENTERLINE OF FISH ROAD.  THE MARK IS SET
 LW5709'INTO A DRILL HOLE IN A PARTIALLY EXPOSED BOULDER OF 0.3 M (1.0 FT)
 LW5709'LARGEST DIMENSION.  IT IS 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5710 ***********************************************************************
 LW5710  DESIGNATION -  TI 005
 LW5710  PID         -  LW5710
 LW5710  STATE/COUNTY-  RI/NEWPORT
 LW5710  USGS QUAD   -  FALL RIVER (1979)
 LW5710
 LW5710                         *CURRENT SURVEY CONTROL
 LW5710  ___________________________________________________________________
 LW5710* NAD 83(1986)-  41 39 02.     (N)    071 11 03.     (W)     SCALED    
 LW5710* NAVD 88     -        76.637  (meters)     251.43   (feet)  ADJUSTED  
 LW5710  ___________________________________________________________________
 LW5710  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW5710  DYNAMIC HT  -          76.612 (meters)     251.35  (feet)  COMP
 LW5710  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 LW5710
 LW5710  VERT ORDER  -  SECOND    CLASS II
 LW5710
 LW5710.The horizontal coordinates were scaled from a topographic map and have
 LW5710.an estimated accuracy of +/- 6 seconds.
 LW5710
 LW5710.The orthometric height was determined by differential leveling
 LW5710.and adjusted by the National Geodetic Survey in April 1995..
 LW5710
 LW5710.The geoid height was determined by GEOID03.
 LW5710
 LW5710.The dynamic height is computed by dividing the NAVD 88
 LW5710.geopotential number by the normal gravity value computed on the
 LW5710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5710.degrees latitude (g = 980.6199 gals.).
 LW5710
 LW5710.The modeled gravity was interpolated from observed gravity values.
 LW5710
 LW5710;                    North         East    Units  Estimated Accuracy
 LW5710;SPC RI       -    63,040.      126,310.      MT  (+/- 180 meters Scaled)
 LW5710
 LW5710                          SUPERSEDED SURVEY CONTROL
 LW5710
 LW5710.No superseded survey control is available for this station.
 LW5710
 LW5710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG181132(NAD 83)
 LW5710_MARKER: DD = SURVEY DISK
 LW5710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5710_SP_SET: CONCRETE POST
 LW5710_STAMPING: TI 005 1987
 LW5710_MARK LOGO: RIGS  
 LW5710_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5710+STABILITY: SURFACE MOTION
 LW5710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5710+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LW5710
 LW5710  HISTORY     - Date     Condition        Report By
 LW5710  HISTORY     - 1987     MONUMENTED       RIGS
 LW5710
 LW5710                          STATION DESCRIPTION
 LW5710
 LW5710'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5710'THE STATION IS LOCATED ABOUT 2.16 KM (1.35 MI) SOUTH OF NORTH
 LW5710'TIVERTON CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH FROM THE
 LW5710'STATE HIGHWAY 24 BRIDGE OVER EAGLEVILLE ROAD, GO SOUTH FOR 1.84 KM
 LW5710'(1.15 MI) ON HIGHWAY 24 TO THE FISH ROAD EXIT.  TAKE EXIT, AT THE END
 LW5710'OF THE EXIT TURN RIGHT ONTO FISH ROAD, GO NORTH FOR 0.97 KM (0.60 MI)
 LW5710'ON FISH ROAD TO THE STATION ON THE RIGHT AND ACROSS FROM LINDA ROAD.
 LW5710'IT IS 39.8 M (130.6 FT) WEST SOUTHWEST FROM A NEC CO AND NET+T
 LW5710'UTILITY POLE 047, 6.3 M (20.7 FT) NORTHEAST FROM A NET CO AND NET+T
 LW5710'UTILITY POLE 048, 4.85 M (15.9 FT) SOUTHEAST FROM THE CENTERLINE OF
 LW5710'FISH ROAD, 0.70 M (2.3 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5710'THE MARK IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5581 ***********************************************************************
 LW5581  DESIGNATION -  TI 006
 LW5581  PID         -  LW5581
 LW5581  STATE/COUNTY-  RI/NEWPORT
 LW5581  USGS QUAD   -  TIVERTON (1975)
 LW5581
 LW5581                         *CURRENT SURVEY CONTROL
 LW5581  ___________________________________________________________________
 LW5581* NAD 83(1996)-  41 37 11.61481(N)    071 12 35.61755(W)     ADJUSTED  
 LW5581* NAVD 88     -         7.5    (meters)      25.     (feet)  VERTCON   
 LW5581  ___________________________________________________________________
 LW5581  X           -   1,538,079.242 (meters)                     COMP
 LW5581  Y           -  -4,520,636.733 (meters)                     COMP
 LW5581  Z           -   4,214,121.277 (meters)                     COMP
 LW5581  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 LW5581  ELLIP HEIGHT-         -22.21  (meters)          (06/13/02) GPS OBS
 LW5581  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW5581
 LW5581  HORZ ORDER  -  THIRD
 LW5581  ELLP ORDER  -  FOURTH    CLASS II
 LW5581
 LW5581.The horizontal coordinates were established by GPS observations
 LW5581.and adjusted by the National Geodetic Survey in August 1998..
 LW5581
 LW5581.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5581
 LW5581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5581
 LW5581.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5581
 LW5581.The ellipsoidal height was determined by GPS observations
 LW5581.and is referenced to NAD 83.
 LW5581
 LW5581.The geoid height was determined by GEOID03.
 LW5581
 LW5581;                    North         East     Units Scale Factor Converg.
 LW5581;SPC RI       -    59,630.981   124,177.892   MT  1.00000094   +0 11 33.7
 LW5581;SPC RI       -   195,639.31    407,406.97   sFT  1.00000094   +0 11 33.7
 LW5581;SPC MA M     -   818,892.514   224,178.361   MT  1.00001557   +0 11 41.5
 LW5581;SPC MA M     - 2,686,649.86    735,491.84   sFT  1.00001557   +0 11 41.5
 LW5581;UTM  19      - 4,609,933.617   315,891.267   MT  1.00001714   -1 28 05.5
 LW5581
 LW5581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5581!SPC RI       -   1.00000348  x   1.00000094  =   1.00000442
 LW5581!SPC MA M     -   1.00000348  x   1.00001557  =   1.00001905
 LW5581!UTM  19      -   1.00000348  x   1.00001714  =   1.00002062
 LW5581
 LW5581                          SUPERSEDED SURVEY CONTROL
 LW5581
 LW5581  ELLIP H (08/17/98)  -22.16   (m)                       GP(       ) 4 1
 LW5581  NAD 83(1996)-  41 37 11.61461(N)    071 12 35.61731(W) AD(       ) 3
 LW5581  NAD 83(1992)-  41 37 11.61321(N)    071 12 35.61674(W) AD(       ) 3
 LW5581  NAD 83(1992)-  41 37 11.61259(N)    071 12 35.61636(W) AD(       ) 3
 LW5581  NAD 83(1986)-  41 37 11.61302(N)    071 12 35.61487(W) AD(       ) 3
 LW5581  NGVD 29 (07/30/91)    7.8    (m)           26.     (f) GPS OBS        
 LW5581
 LW5581.Superseded values are not recommended for survey control.
 LW5581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5581.See file dsdata.txt to determine how the superseded data were derived.
 LW5581
 LW5581_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1589109934(NAD 83)
 LW5581_MARKER: DD = SURVEY DISK
 LW5581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5581_SP_SET: CONCRETE POST
 LW5581_STAMPING: TI 006 1988
 LW5581_MARK LOGO: RIGS  
 LW5581_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5581+STABILITY: SURFACE MOTION
 LW5581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5581+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1989
 LW5581
 LW5581  HISTORY     - Date     Condition        Report By
 LW5581  HISTORY     - 1988     MONUMENTED       RIGS
 LW5581  HISTORY     - 19890712 GOOD
 LW5581
 LW5581                          STATION DESCRIPTION
 LW5581
 LW5581'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5581'THE STATION IS LOCATED ABOUT 5.64 KM (3.50 MI) NORTHWEST OF TIVERTON
 LW5581'FOUR CORNERS. OWNERSHIP--GEORGE R AND MARION Y WILLISTON, 2052 MAIN
 LW5581'STREET.
 LW5581'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 117, BULGARMARSH ROAD,
 LW5581'AND STATE HIGHWAY 77, MAIN ROAD, GO NORTHWEST 1.13 KM (0.70 MI) ON
 LW5581'STATE HIGHWAY 77 TO THE STATION ON THE LEFT, ON THE PROPERTY OF AND
 LW5581'ACROSS THE STREET FROM HOUSE NUMBER 2052 MAIN STREET.
 LW5581'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5581'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 17.9
 LW5581'M (58.7 FT) NORTH FROM AN NET+T AND NEC UTILITY POLE 229S, 15.41 M
 LW5581'(50.6 FT) NORTHWEST FROM AN RIHB FLUSH WITH THE GROUND, 8.53 M
 LW5581'(28.0 FT) SOUTHWEST FROM THE CENTERLINE OF HIGHWAY 77, 7.0 M
 LW5581'(23.0 FT) SOUTH FROM NET+T UTILITY POLE 228S, 1.67 METERS NORTHEAST
 LW5581'FROM A FIBERGLASS WITNESS POST AND ABOUT 0.6 M (2.0 FT) ABOVE THE
 LW5581'LEVEL OF THE HIGHWAY
 LW5581'.
 LW5581
 LW5581                          STATION RECOVERY (1989)
 LW5581
 LW5581'RECOVERED 1989
 LW5581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0628 ***********************************************************************
 LW0628  DESIGNATION -  TIDAL 10 STA 15
 LW0628  PID         -  LW0628
 LW0628  STATE/COUNTY-  RI/NEWPORT
 LW0628  USGS QUAD   -  NEWPORT (1975)
 LW0628
 LW0628                         *CURRENT SURVEY CONTROL
 LW0628  ___________________________________________________________________
 LW0628* NAD 83(1986)-  41 29 46.     (N)    071 22 01.     (W)     SCALED    
 LW0628* NAVD 88     -         1.652  (meters)       5.42   (feet)  ADJUSTED  
 LW0628  ___________________________________________________________________
 LW0628  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW0628  DYNAMIC HT  -           1.651 (meters)       5.42  (feet)  COMP
 LW0628  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 LW0628
 LW0628  VERT ORDER  -  SECOND    CLASS 0
 LW0628
 LW0628.The horizontal coordinates were scaled from a topographic map and have
 LW0628.an estimated accuracy of +/- 6 seconds.
 LW0628
 LW0628.The orthometric height was determined by differential leveling
 LW0628.and adjusted by the National Geodetic Survey in June 1991..
 LW0628
 LW0628.The geoid height was determined by GEOID03.
 LW0628
 LW0628.The dynamic height is computed by dividing the NAVD 88
 LW0628.geopotential number by the normal gravity value computed on the
 LW0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0628.degrees latitude (g = 980.6199 gals.).
 LW0628
 LW0628.The modeled gravity was interpolated from observed gravity values.
 LW0628
 LW0628;                    North         East    Units  Estimated Accuracy
 LW0628;SPC RI       -    45,850.      111,110.      MT  (+/- 180 meters Scaled)
 LW0628
 LW0628                          SUPERSEDED SURVEY CONTROL
 LW0628
 LW0628  NGVD 29 (??/??/92)    1.926  (m)            6.32   (f) ADJ UNCH    2 0
 LW0628
 LW0628.Superseded values are not recommended for survey control.
 LW0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0628.See file dsdata.txt to determine how the superseded data were derived.
 LW0628
 LW0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF024965(NAD 83)
 LW0628_MARKER: DJ = TIDAL STATION DISK
 LW0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0628_SP_SET: RAILING
 LW0628_STAMPING: NO 10 1950
 LW0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0628+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2004
 LW0628
 LW0628  HISTORY     - Date     Condition        Report By
 LW0628  HISTORY     - 1950     MONUMENTED       CGS
 LW0628  HISTORY     - 1969     GOOD             CGS
 LW0628  HISTORY     - 1988     GOOD             USPSQD
 LW0628  HISTORY     - 19941013 GOOD             USPSQD
 LW0628  HISTORY     - 20041222 GOOD             USPSQD
 LW0628
 LW0628                          STATION DESCRIPTION
 LW0628
 LW0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0628'AT JAMESTOWN.
 LW0628'AT JAMESTOWN, ON THE EAST SIDE OF CONANICUT ISLAND, SET ON THE
 LW0628'TOP OF THE SOUTH END OF THE CONCRETE SEA WALL, AT THE NORTHWEST
 LW0628'END OF A CONCRETE AND IRON RAILING FOR A CIRCULAR DRIVE AROUND
 LW0628'THE ROGER WILLIAMS AND CANONICUS MEMORIAL MONUMENT, 156 FEET
 LW0628'EAST OF THE CENTER OF THE JUNCTION OF CANONICUS AVENUE AND
 LW0628'NARRAGANSETT AVENUE, 97.5 FEET SOUTHEAST OF THE SOUTHEAST CURB
 LW0628'OF CANONICUS AVENUE, 291 FEET SOUTH OF BENCH MARK F 34 DESCRIBED,
 LW0628'1.2 FEET EAST OF THE NORTHWEST END OF THE CONCRETE POST AT THE
 LW0628'NORTHWEST END OF RAILING AND LEVEL WITH A SIDEWALK.
 LW0628
 LW0628                          STATION RECOVERY (1988)
 LW0628
 LW0628'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0628'RECOVERED IN GOOD CONDITION.
 LW0628
 LW0628                          STATION RECOVERY (1994)
 LW0628
 LW0628'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0628'RECOVERED IN GOOD CONDITION.
 LW0628
 LW0628                          STATION RECOVERY (2004)
 LW0628
 LW0628'RECOVERY NOTE BY US POWER SQUADRON 2004 (TLG)
 LW0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0631 ***********************************************************************
 LW0631  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0631  DESIGNATION -  TIDAL 10 STA 16
 LW0631  PID         -  LW0631
 LW0631  STATE/COUNTY-  RI/NEWPORT
 LW0631  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0631
 LW0631                         *CURRENT SURVEY CONTROL
 LW0631  ___________________________________________________________________
 LW0631* NAD 83(1986)-  41 29 48.     (N)    071 23 04.     (W)     SCALED    
 LW0631* NAVD 88     -         2.173  (meters)       7.13   (feet)  ADJUSTED  
 LW0631  ___________________________________________________________________
 LW0631  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW0631  DYNAMIC HT  -           2.172 (meters)       7.13  (feet)  COMP
 LW0631  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 LW0631
 LW0631  VERT ORDER  -  SECOND    CLASS 0
 LW0631
 LW0631.The horizontal coordinates were scaled from a topographic map and have
 LW0631.an estimated accuracy of +/- 6 seconds.
 LW0631
 LW0631.The orthometric height was determined by differential leveling
 LW0631.and adjusted by the National Geodetic Survey in June 1991..
 LW0631
 LW0631.This Tidal Bench Mark is designated as VM 2194
 LW0631.by the Center for Operational Oceanographic Products and Services.
 LW0631
 LW0631.The geoid height was determined by GEOID03.
 LW0631
 LW0631.The dynamic height is computed by dividing the NAVD 88
 LW0631.geopotential number by the normal gravity value computed on the
 LW0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0631.degrees latitude (g = 980.6199 gals.).
 LW0631
 LW0631.The modeled gravity was interpolated from observed gravity values.
 LW0631
 LW0631;                    North         East    Units  Estimated Accuracy
 LW0631;SPC RI       -    45,910.      109,650.      MT  (+/- 180 meters Scaled)
 LW0631
 LW0631                          SUPERSEDED SURVEY CONTROL
 LW0631
 LW0631  NGVD 29 (??/??/92)    2.444  (m)            8.02   (f) ADJ UNCH    2 0
 LW0631
 LW0631.Superseded values are not recommended for survey control.
 LW0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0631.See file dsdata.txt to determine how the superseded data were derived.
 LW0631
 LW0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF009966(NAD 83)
 LW0631_MARKER: DJ = TIDAL STATION DISK
 LW0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0631_SP_SET: MOSONARY SEA WALL
 LW0631_STAMPING: NO 10 1930
 LW0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0631
 LW0631  HISTORY     - Date     Condition        Report By
 LW0631  HISTORY     - 1930     MONUMENTED       CGS
 LW0631  HISTORY     - 1969     GOOD             NGS
 LW0631
 LW0631                          STATION DESCRIPTION
 LW0631
 LW0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0631'0.5 MI W FROM JAMESTOWN.
 LW0631'AT JAMESTOWN, ABOUT 0.5 MILE WEST ALONG NARRAGANSETT AVENUE FROM
 LW0631'THE POST OFFICE AT JAMESTOWN, ALONG THE WEST SIDE OF CONANICUT
 LW0631'ISLAND, ABOUT 143 YARDS SOUTH OF THE SOUTH FACE OF THE WOODEN
 LW0631'BULKHEAD AT THE WEST END OF THE AVENUE, ABOUT 100 FEET WEST OF
 LW0631'THE NORTWEST CORNER OF PORCH FOR A LARGE TWO-STORIED HOUSE, SET
 LW0631'ON THE TOP OF THE CENTER OF A 5-FOOT HIGH MASONRY SEA WALL ALONG
 LW0631'THE SHORE, 16.6 FEET SOUTH OF THE NORTH END OF THE SEA WALL AND
 LW0631'7 FEET ABOVE THE WATER LINE AT LOW TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0161 ***********************************************************************
 LW0161  DESIGNATION -  TIDAL 4
 LW0161  PID         -  LW0161
 LW0161  STATE/COUNTY-  RI/PROVIDENCE
 LW0161  USGS QUAD   -  PROVIDENCE (1975)
 LW0161
 LW0161                         *CURRENT SURVEY CONTROL
 LW0161  ___________________________________________________________________
 LW0161* NAD 83(1986)-  41 49 37.     (N)    071 22 51.     (W)     SCALED    
 LW0161* NAVD 88     -         1.985  (meters)       6.51   (feet)  ADJUSTED  
 LW0161  ___________________________________________________________________
 LW0161  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW0161  DYNAMIC HT  -           1.984 (meters)       6.51  (feet)  COMP
 LW0161  MODELED GRAV-     980,322.1   (mgal)                       NAVD 88
 LW0161
 LW0161  VERT ORDER  -  FIRST     CLASS I
 LW0161
 LW0161.The horizontal coordinates were scaled from a topographic map and have
 LW0161.an estimated accuracy of +/- 6 seconds.
 LW0161
 LW0161.The orthometric height was determined by differential leveling
 LW0161.and adjusted by the National Geodetic Survey in June 1991..
 LW0161
 LW0161.The geoid height was determined by GEOID03.
 LW0161
 LW0161.The dynamic height is computed by dividing the NAVD 88
 LW0161.geopotential number by the normal gravity value computed on the
 LW0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0161.degrees latitude (g = 980.6199 gals.).
 LW0161
 LW0161.The modeled gravity was interpolated from observed gravity values.
 LW0161
 LW0161;                    North         East    Units  Estimated Accuracy
 LW0161;SPC RI       -    82,590.      109,900.      MT  (+/- 180 meters Scaled)
 LW0161
 LW0161                          SUPERSEDED SURVEY CONTROL
 LW0161
 LW0161  NGVD 29 (??/??/92)    2.231  (m)            7.32   (f) ADJ UNCH    1 1
 LW0161
 LW0161.Superseded values are not recommended for survey control.
 LW0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0161.See file dsdata.txt to determine how the superseded data were derived.
 LW0161
 LW0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG022333(NAD 83)
 LW0161_MARKER: DJ = TIDAL STATION DISK
 LW0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0161_SP_SET: STEP
 LW0161_STAMPING: NO 4 1930
 LW0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0161
 LW0161  HISTORY     - Date     Condition        Report By
 LW0161  HISTORY     - 1930     MONUMENTED       CGS
 LW0161  HISTORY     - 1965     GOOD             NGS
 LW0161  HISTORY     - 1984     GOOD             LOCSUR
 LW0161  HISTORY     - 1984     GOOD             LOCSUR
 LW0161
 LW0161                          STATION DESCRIPTION
 LW0161
 LW0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0161'AT PROVIDENCE.
 LW0161'AT PROVIDENCE, AT THE JUNCTION OF WATERMAN AND EAST RIVER
 LW0161'STREET, ALONG THE WEST BANK OF SEEKONK RIVER, SET ON THE TOP
 LW0161'OF THE 9 TH STEP FROM THE TOP OF THE SOUTHWEST WING WALL OF THE
 LW0161'WATERMAN STREET BRIDGE OVER THE SEEKONK RIVER, 1/2 FOOT NORTH
 LW0161'OF THE SOUTH END OF THE STEP AND 15 FEET BELOW THE LEVEL OF THE
 LW0161'STREET.  NOTE-- AT RED BRIDGE.
 LW0161
 LW0161                          STATION RECOVERY (1984)
 LW0161
 LW0161'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0161'RECOVERED IN GOOD CONDITION.
 LW0161
 LW0161                          STATION RECOVERY (1984)
 LW0161
 LW0161'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0160 ***********************************************************************
 LW0160  DESIGNATION -  TIDAL 5
 LW0160  PID         -  LW0160
 LW0160  STATE/COUNTY-  RI/PROVIDENCE
 LW0160  USGS QUAD   -  PROVIDENCE (1975)
 LW0160
 LW0160                         *CURRENT SURVEY CONTROL
 LW0160  ___________________________________________________________________
 LW0160* NAD 83(1986)-  41 49 37.     (N)    071 22 51.     (W)     SCALED    
 LW0160* NAVD 88     -         3.002  (meters)       9.85   (feet)  ADJUSTED  
 LW0160  ___________________________________________________________________
 LW0160  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW0160  DYNAMIC HT  -           3.001 (meters)       9.85  (feet)  COMP
 LW0160  MODELED GRAV-     980,322.1   (mgal)                       NAVD 88
 LW0160
 LW0160  VERT ORDER  -  FIRST     CLASS I
 LW0160
 LW0160.The horizontal coordinates were scaled from a topographic map and have
 LW0160.an estimated accuracy of +/- 6 seconds.
 LW0160
 LW0160.The orthometric height was determined by differential leveling
 LW0160.and adjusted by the National Geodetic Survey in June 1991..
 LW0160
 LW0160.The geoid height was determined by GEOID03.
 LW0160
 LW0160.The dynamic height is computed by dividing the NAVD 88
 LW0160.geopotential number by the normal gravity value computed on the
 LW0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0160.degrees latitude (g = 980.6199 gals.).
 LW0160
 LW0160.The modeled gravity was interpolated from observed gravity values.
 LW0160
 LW0160;                    North         East    Units  Estimated Accuracy
 LW0160;SPC RI       -    82,590.      109,900.      MT  (+/- 180 meters Scaled)
 LW0160
 LW0160                          SUPERSEDED SURVEY CONTROL
 LW0160
 LW0160  NGVD 29 (??/??/92)    3.248  (m)           10.66   (f) ADJ UNCH    1 1
 LW0160
 LW0160.Superseded values are not recommended for survey control.
 LW0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0160.See file dsdata.txt to determine how the superseded data were derived.
 LW0160
 LW0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG022333(NAD 83)
 LW0160_MARKER: DJ = TIDAL STATION DISK
 LW0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0160_SP_SET: POWER SUBSTATION FLOOR
 LW0160_STAMPING: NO 5 1930
 LW0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0160
 LW0160  HISTORY     - Date     Condition        Report By
 LW0160  HISTORY     - 1930     MONUMENTED       CGS
 LW0160  HISTORY     - 1965     GOOD             NGS
 LW0160  HISTORY     - 1984     GOOD             LOCSUR
 LW0160  HISTORY     - 1984     GOOD             LOCSUR
 LW0160
 LW0160                          STATION DESCRIPTION
 LW0160
 LW0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0160'AT PROVIDENCE.
 LW0160'AT PROVIDENCE, AT THE JUNCTION OF WATERMAN AND EAST RIVER
 LW0160'STREET, ALONG THE WEST BANK OF THE SEEKONK RIVER, SET ON THE
 LW0160'TOP OF THE NORTHEAST CORNER OF THE CONCRETE FLOOR OF A POWER
 LW0160'SUBSTATION, 75.4 FEET WEST OF TIDAL 4 DESCRIBED, 41 FEET SOUTH
 LW0160'OF THE SOUTH CURB OF WATERMAN STREET, 3 1/2 FEET SOUTH OF THE
 LW0160'NORTH CORNER OF THE STEEL FENCE AROUND THE SUB-STATION AND ABOUT
 LW0160'8 FEET BELOW THE LEVEL OF THE STREET.  NOTE-- AT RED BRIDGE.
 LW0160
 LW0160                          STATION RECOVERY (1984)
 LW0160
 LW0160'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0160'RECOVERED IN GOOD CONDITION.
 LW0160
 LW0160                          STATION RECOVERY (1984)
 LW0160
 LW0160'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LW0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0581 ***********************************************************************
 LW0581  DESIGNATION -  TIDAL 6
 LW0581  PID         -  LW0581
 LW0581  STATE/COUNTY-  RI/NEWPORT
 LW0581  USGS QUAD   -  NEWPORT (1975)
 LW0581
 LW0581                         *CURRENT SURVEY CONTROL
 LW0581  ___________________________________________________________________
 LW0581* NAD 83(1986)-  41 29 11.     (N)    071 18 54.     (W)     SCALED    
 LW0581* NAVD 88     -         3.073  (meters)      10.08   (feet)  ADJUSTED  
 LW0581  ___________________________________________________________________
 LW0581  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW0581  DYNAMIC HT  -           3.072 (meters)      10.08  (feet)  COMP
 LW0581  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 LW0581
 LW0581  VERT ORDER  -  SECOND    CLASS 0
 LW0581
 LW0581.The horizontal coordinates were scaled from a topographic map and have
 LW0581.an estimated accuracy of +/- 6 seconds.
 LW0581
 LW0581.The orthometric height was determined by differential leveling
 LW0581.and adjusted by the National Geodetic Survey in June 1991..
 LW0581
 LW0581.The geoid height was determined by GEOID03.
 LW0581
 LW0581.The dynamic height is computed by dividing the NAVD 88
 LW0581.geopotential number by the normal gravity value computed on the
 LW0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0581.degrees latitude (g = 980.6199 gals.).
 LW0581
 LW0581.The modeled gravity was interpolated from observed gravity values.
 LW0581
 LW0581;                    North         East    Units  Estimated Accuracy
 LW0581;SPC RI       -    44,780.      115,450.      MT  (+/- 180 meters Scaled)
 LW0581
 LW0581                          SUPERSEDED SURVEY CONTROL
 LW0581
 LW0581  NGVD 29 (??/??/92)    3.342  (m)           10.96   (f) ADJ UNCH    2 0
 LW0581
 LW0581.Superseded values are not recommended for survey control.
 LW0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0581.See file dsdata.txt to determine how the superseded data were derived.
 LW0581
 LW0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF067953(NAD 83)
 LW0581_MARKER: DJ = TIDAL STATION DISK
 LW0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0581_SP_SET: STEP
 LW0581_STAMPING: NO 6 1930
 LW0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0581
 LW0581  HISTORY     - Date     Condition        Report By
 LW0581  HISTORY     - 1930     MONUMENTED       CGS
 LW0581  HISTORY     - 1969     GOOD             NGS
 LW0581  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW0581
 LW0581                          STATION DESCRIPTION
 LW0581
 LW0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0581'AT NEWPORT.
 LW0581'AT NEWPORT, 0.15 MILE NORTH ALONG THAMES STREET FROM THE MAIN
 LW0581'POST OFFICE, NEAR THE INTERSECTION OF PELHAM AND THAMES STREET,
 LW0581'SET IN THE TOP OF THE SOUTHEAST END OF CONCRETE STEP TO BANNISTER,
 LW0581'89 FEET WEST OF THE CENTER LINE OF THAMES STREET, 7.7 FEET SOUTH
 LW0581'OF THE SOUTH CURB OF PELHAM STREET AND 1 FOOT ABOVE THE LEVEL
 LW0581'OF PELHAM STREET.  NOTE-- MARK LOOKS OK BUT IN POOR STRUCTURE
 LW0581'FOR PRECISE ELEVATION MARK.
 LW0581
 LW0581                          STATION RECOVERY (1987)
 LW0581
 LW0581'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0580 ***********************************************************************
 LW0580  DESIGNATION -  TIDAL 8
 LW0580  PID         -  LW0580
 LW0580  STATE/COUNTY-  RI/NEWPORT
 LW0580  USGS QUAD   -  NEWPORT (1975)
 LW0580
 LW0580                         *CURRENT SURVEY CONTROL
 LW0580  ___________________________________________________________________
 LW0580* NAD 83(1986)-  41 29 09.     (N)    071 18 47.     (W)     SCALED    
 LW0580* NAVD 88     -         1.241  (meters)       4.07   (feet)  ADJUSTED  
 LW0580  ___________________________________________________________________
 LW0580  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW0580  DYNAMIC HT  -           1.241 (meters)       4.07  (feet)  COMP
 LW0580  MODELED GRAV-     980,295.6   (mgal)                       NAVD 88
 LW0580
 LW0580  VERT ORDER  -  SECOND    CLASS 0
 LW0580
 LW0580.The horizontal coordinates were scaled from a topographic map and have
 LW0580.an estimated accuracy of +/- 6 seconds.
 LW0580
 LW0580.The orthometric height was determined by differential leveling
 LW0580.and adjusted by the National Geodetic Survey in June 1991..
 LW0580.WARNING-Repeat measurements at this control monument indicate possible
 LW0580.vertical movement.
 LW0580
 LW0580.The geoid height was determined by GEOID03.
 LW0580
 LW0580.The dynamic height is computed by dividing the NAVD 88
 LW0580.geopotential number by the normal gravity value computed on the
 LW0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0580.degrees latitude (g = 980.6199 gals.).
 LW0580
 LW0580.The modeled gravity was interpolated from observed gravity values.
 LW0580
 LW0580;                    North         East    Units  Estimated Accuracy
 LW0580;SPC RI       -    44,720.      115,610.      MT  (+/- 180 meters Scaled)
 LW0580
 LW0580                          SUPERSEDED SURVEY CONTROL
 LW0580
 LW0580  NGVD 29 (??/??/92)    1.510  (m)            4.95   (f) ADJ UNCH    2 0
 LW0580
 LW0580.Superseded values are not recommended for survey control.
 LW0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0580.See file dsdata.txt to determine how the superseded data were derived.
 LW0580
 LW0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF068952(NAD 83)
 LW0580_MARKER: DJ = TIDAL STATION DISK
 LW0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0580_SP_SET: SIDEWALK
 LW0580_STAMPING: NO 8 1930
 LW0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0580
 LW0580  HISTORY     - Date     Condition        Report By
 LW0580  HISTORY     - 1930     MONUMENTED       CGS
 LW0580  HISTORY     - 1969     GOOD             NGS
 LW0580  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW0580
 LW0580                          STATION DESCRIPTION
 LW0580
 LW0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0580'AT NEWPORT.
 LW0580'AT NEWPORT, ABOUT 0.2 MILE NORTH ALONG THAMES STREET FROM THE
 LW0580'MAIN POST OFFICE BUILDING, NEAR THE INTERSECTION OF MILL AND
 LW0580'THAMES STREET, SET IN THE TOP OF A SIDEWALK, 261 FEET WEST OF
 LW0580'THE CENTER LINE OF THAMES STREET, 62 FEET SOUTH OF THE CENTER
 LW0580'LINE OF MILL STREET, 16.5 FEET EAST OF THE NORTHWEST CORNER
 LW0580'OF THE SEAMANS CHURCH INSTITUTE, 2 FEET WEST OF THE WEST SIDE
 LW0580'OF A DOOR AND LEVEL WITH THE SIDEWALK.  NOTE-- MARK LOOKS GOOD
 LW0580'BUT IS IN A POOR STRUCTURE FOR AN ELEVATION MARK.
 LW0580
 LW0580                          STATION RECOVERY (1987)
 LW0580
 LW0580'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0627 ***********************************************************************
 LW0627  DESIGNATION -  TIDAL 8 STA 15
 LW0627  PID         -  LW0627
 LW0627  STATE/COUNTY-  RI/NEWPORT
 LW0627  USGS QUAD   -  NEWPORT (1975)
 LW0627
 LW0627                         *CURRENT SURVEY CONTROL
 LW0627  ___________________________________________________________________
 LW0627* NAD 83(1986)-  41 29 53.     (N)    071 22 00.     (W)     SCALED    
 LW0627* NAVD 88     -         1.771  (meters)       5.81   (feet)  ADJUSTED  
 LW0627  ___________________________________________________________________
 LW0627  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW0627  DYNAMIC HT  -           1.770 (meters)       5.81  (feet)  COMP
 LW0627  MODELED GRAV-     980,298.7   (mgal)                       NAVD 88
 LW0627
 LW0627  VERT ORDER  -  SECOND    CLASS 0
 LW0627
 LW0627.The horizontal coordinates were scaled from a topographic map and have
 LW0627.an estimated accuracy of +/- 6 seconds.
 LW0627
 LW0627.The orthometric height was determined by differential leveling
 LW0627.and adjusted by the National Geodetic Survey in June 1991..
 LW0627
 LW0627.The geoid height was determined by GEOID03.
 LW0627
 LW0627.The dynamic height is computed by dividing the NAVD 88
 LW0627.geopotential number by the normal gravity value computed on the
 LW0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0627.degrees latitude (g = 980.6199 gals.).
 LW0627
 LW0627.The modeled gravity was interpolated from observed gravity values.
 LW0627
 LW0627;                    North         East    Units  Estimated Accuracy
 LW0627;SPC RI       -    46,070.      111,130.      MT  (+/- 180 meters Scaled)
 LW0627
 LW0627                          SUPERSEDED SURVEY CONTROL
 LW0627
 LW0627  NGVD 29 (??/??/92)    2.045  (m)            6.71   (f) ADJ UNCH    2 0
 LW0627
 LW0627.Superseded values are not recommended for survey control.
 LW0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0627.See file dsdata.txt to determine how the superseded data were derived.
 LW0627
 LW0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF024967(NAD 83)
 LW0627_MARKER: DJ = TIDAL STATION DISK
 LW0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0627_SP_SET: STONE MASONARY WALL
 LW0627_STAMPING: NO 8 1930
 LW0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0627+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003
 LW0627
 LW0627  HISTORY     - Date     Condition        Report By
 LW0627  HISTORY     - 1930     MONUMENTED       CGS
 LW0627  HISTORY     - 1969     GOOD             NGS
 LW0627  HISTORY     - 19941013 GOOD             USPSQD
 LW0627  HISTORY     - 20030918 GOOD             USPSQD
 LW0627
 LW0627                          STATION DESCRIPTION
 LW0627
 LW0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0627'AT JAMESTOWN.
 LW0627'AT JAMESTOWN, 0.15 MILE NORTH ALONG CANONICUS AVENUE FROM THE
 LW0627'JUNCTION OF NARRAGANSETT AVENUE, ON THE EAST SIDE OF CONANICUT
 LW0627'ISLAND, SET ON THE TOP OF THE STONE MASONARY WALL ALONG THE
 LW0627'SHORE, 18 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF A STREET
 LW0627'LEADING NORTHWEST, 4.7 FEET SOUTHWEST OF THE SOUTHEAST CURB OF
 LW0627'THE AVENUE, 321 FEET NORTHWEST OF BENCH MARK F 34 DESCRIBED AND
 LW0627'1/2 FOOT ABOVE THE LEVEL OF THE AVENUE.
 LW0627
 LW0627                          STATION RECOVERY (1994)
 LW0627
 LW0627'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW0627'RECOVERED IN GOOD CONDITION.
 LW0627
 LW0627                          STATION RECOVERY (2003)
 LW0627
 LW0627'RECOVERY NOTE BY US POWER SQUADRON 2003 (TLG)
 LW0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0632 ***********************************************************************
 LW0632  DESIGNATION -  TIDAL 9 STA 16
 LW0632  PID         -  LW0632
 LW0632  STATE/COUNTY-  RI/NEWPORT
 LW0632  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0632
 LW0632                         *CURRENT SURVEY CONTROL
 LW0632  ___________________________________________________________________
 LW0632* NAD 83(1986)-  41 29 44.     (N)    071 23 04.     (W)     SCALED    
 LW0632* NAVD 88     -         6.069  (meters)      19.91   (feet)  ADJUSTED  
 LW0632  ___________________________________________________________________
 LW0632  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW0632  DYNAMIC HT  -           6.067 (meters)      19.90  (feet)  COMP
 LW0632  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 LW0632
 LW0632  VERT ORDER  -  SECOND    CLASS 0
 LW0632
 LW0632.The horizontal coordinates were scaled from a topographic map and have
 LW0632.an estimated accuracy of +/- 6 seconds.
 LW0632
 LW0632.The orthometric height was determined by differential leveling
 LW0632.and adjusted by the National Geodetic Survey in June 1991..
 LW0632.WARNING-Repeat measurements at this control monument indicate possible
 LW0632.vertical movement.
 LW0632
 LW0632.The geoid height was determined by GEOID03.
 LW0632
 LW0632.The dynamic height is computed by dividing the NAVD 88
 LW0632.geopotential number by the normal gravity value computed on the
 LW0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0632.degrees latitude (g = 980.6199 gals.).
 LW0632
 LW0632.The modeled gravity was interpolated from observed gravity values.
 LW0632
 LW0632;                    North         East    Units  Estimated Accuracy
 LW0632;SPC RI       -    45,790.      109,650.      MT  (+/- 180 meters Scaled)
 LW0632
 LW0632                          SUPERSEDED SURVEY CONTROL
 LW0632
 LW0632  NGVD 29 (??/??/92)    6.340  (m)           20.80   (f) ADJ UNCH    2 0
 LW0632
 LW0632.Superseded values are not recommended for survey control.
 LW0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0632.See file dsdata.txt to determine how the superseded data were derived.
 LW0632
 LW0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF009965(NAD 83)
 LW0632_MARKER: DJ = TIDAL STATION DISK
 LW0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0632_SP_SET: CONCRETE BLOCK
 LW0632_STAMPING: NO 9 1930
 LW0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0632
 LW0632  HISTORY     - Date     Condition        Report By
 LW0632  HISTORY     - 1930     MONUMENTED       CGS
 LW0632  HISTORY     - 1969     GOOD             NGS
 LW0632
 LW0632                          STATION DESCRIPTION
 LW0632
 LW0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0632'0.4 MI W FROM JAMESTOWN.
 LW0632'0.45 MILE WEST ALONG NARRAGANSETT AVENUE FROM THE POST OFFICE
 LW0632'AT JAMESTOWN, NEAR THE WEST SIDE OF CONANICUT ISLAND, NEAR THE
 LW0632'EXTENDED CENTER LINE OF WESTWOOD ROAD LEADING SOUTH, AT THE
 LW0632'JUNCTION OF AVENUE B LEADING NORTH, SET IN THE TOP OF THE EAST
 LW0632'END OF A BURIED CONCRETE BLOCK WHICH IS FLUSH WITH THE GROUND,
 LW0632'24 FEET NORTH OF THE CENTER LINE OF NARRAGANSETT AVENUE, 9 FEET
 LW0632'EAST OF THE CENTER LINE OF AVENUE B AND 1 FOOT ABOVE THE LEVEL
 LW0632'OF NARRAGANSETT AVENUE.  NOTE--THE BLOCK APPEARS TO BE SOLID IN
 LW0632'THE GROUND BUT IS SLOPING TO THE WEST.  POSSIBLY THE BLOCK WAS
 LW0632'SLOPNG WHEN MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0667 ***********************************************************************
 LW0667  DESIGNATION -  TIDAL B 3
 LW0667  PID         -  LW0667
 LW0667  STATE/COUNTY-  RI/WASHINGTON
 LW0667  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0667
 LW0667                         *CURRENT SURVEY CONTROL
 LW0667  ___________________________________________________________________
 LW0667* NAD 83(1986)-  41 21 43.     (N)    071 29 14.     (W)     SCALED    
 LW0667* NAVD 88     -         2.86   (+/-2cm)       9.4    (feet)  VERTCON   
 LW0667  ___________________________________________________________________
 LW0667  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW0667
 LW0667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LW0667
 LW0667.The horizontal coordinates were scaled from a topographic map and have
 LW0667.an estimated accuracy of +/- 6 seconds.
 LW0667
 LW0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0667.The vertical order pertains to the NGVD 29 superseded value.
 LW0667
 LW0667.The geoid height was determined by GEOID03.
 LW0667
 LW0667;                    North         East    Units  Estimated Accuracy
 LW0667;SPC RI       -    30,940.      101,070.      MT  (+/- 180 meters Scaled)
 LW0667
 LW0667                          SUPERSEDED SURVEY CONTROL
 LW0667
 LW0667  NGVD 29 (??/??/92)    3.136  (m)           10.29   (f) ADJ UNCH    2 0
 LW0667
 LW0667.Superseded values are not recommended for survey control.
 LW0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0667.See file dsdata.txt to determine how the superseded data were derived.
 LW0667
 LW0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF919819(NAD 83)
 LW0667_MARKER: DJ = TIDAL STATION DISK
 LW0667_SETTING: 80 = SET IN A BOULDER
 LW0667_SP_SET: BOULDER
 LW0667_STAMPING: B 3
 LW0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0667+STABILITY: SURFACE MOTION
 LW0667
 LW0667  HISTORY     - Date     Condition        Report By
 LW0667  HISTORY     - UNK      MONUMENTED       CGS
 LW0667  HISTORY     - 1943     GOOD             NGS
 LW0667  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW0667
 LW0667                          STATION DESCRIPTION
 LW0667
 LW0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0667'AT POINT JUDITH.
 LW0667'AT POINT JUDITH, 0.3 MILE (AIRLINE) NORTHWEST OF THE POINT
 LW0667'JUDITH LIGHTHOUSE, 175 FEET SOUTH OF THE COAST GUARD BOATHOUSE,
 LW0667'175 FEET WEST OF THE END OF A WIRE FENCE, AND IN A BED OF
 LW0667'CONCRETE BETWEEN BOULDERS AT THE NORTHEAST END OF THE SOUTHEAST
 LW0667'BREAKWATER.
 LW0667
 LW0667                          STATION RECOVERY (1988)
 LW0667
 LW0667'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0666 ***********************************************************************
 LW0666  DESIGNATION -  TIDAL B 5
 LW0666  PID         -  LW0666
 LW0666  STATE/COUNTY-  RI/WASHINGTON
 LW0666  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0666
 LW0666                         *CURRENT SURVEY CONTROL
 LW0666  ___________________________________________________________________
 LW0666* NAD 83(1986)-  41 21 43.     (N)    071 29 14.     (W)     SCALED    
 LW0666* NAVD 88     -         5.74   (+/-2cm)      18.8    (feet)  VERTCON   
 LW0666  ___________________________________________________________________
 LW0666  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW0666
 LW0666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LW0666
 LW0666.The horizontal coordinates were scaled from a topographic map and have
 LW0666.an estimated accuracy of +/- 6 seconds.
 LW0666
 LW0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0666.The vertical order pertains to the NGVD 29 superseded value.
 LW0666
 LW0666.The geoid height was determined by GEOID03.
 LW0666
 LW0666;                    North         East    Units  Estimated Accuracy
 LW0666;SPC RI       -    30,940.      101,070.      MT  (+/- 180 meters Scaled)
 LW0666
 LW0666                          SUPERSEDED SURVEY CONTROL
 LW0666
 LW0666  NGVD 29 (??/??/92)    6.017  (m)           19.74   (f) ADJ UNCH    2 0
 LW0666
 LW0666.Superseded values are not recommended for survey control.
 LW0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0666.See file dsdata.txt to determine how the superseded data were derived.
 LW0666
 LW0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF919819(NAD 83)
 LW0666_MARKER: DJ = TIDAL STATION DISK
 LW0666_SETTING: 80 = SET IN A BOULDER
 LW0666_SP_SET: BOULDER
 LW0666_STAMPING: B 5
 LW0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0666+STABILITY: SURFACE MOTION
 LW0666
 LW0666  HISTORY     - Date     Condition        Report By
 LW0666  HISTORY     - UNK      MONUMENTED       CGS
 LW0666  HISTORY     - 1943     GOOD             NGS
 LW0666
 LW0666                          STATION DESCRIPTION
 LW0666
 LW0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0666'AT POINT JUDITH.
 LW0666'AT POINT JUDITH, 0.3 MILE (AIRLINE) NORTHWEST OF THE POINT
 LW0666'JUDITH LIGHTHOUSE, AT THE COAST GUARD BOATHOUSE, 63.4 FEET
 LW0666'EAST-SOUTHEAST OF THE SOUTH CORNER OF THE BUILDING, 56 FEET
 LW0666'SOUTH OF THE EAST CORNER, AND IN THE TOP OF A BOULDER FLUSH
 LW0666'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3029 ***********************************************************************
 LW3029  DESIGNATION -  TIFF 1839
 LW3029  PID         -  LW3029
 LW3029  STATE/COUNTY-  RI/WASHINGTON
 LW3029  USGS QUAD   -  KINGSTON (1975)
 LW3029
 LW3029                         *CURRENT SURVEY CONTROL
 LW3029  ___________________________________________________________________
 LW3029* NAD 83(1996)-  41 27 48.39590(N)    071 32 14.03102(W)     ADJUSTED  
 LW3029* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 LW3029  ___________________________________________________________________
 LW3029  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 LW3029  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW3029
 LW3029  HORZ ORDER  -  THIRD
 LW3029
 LW3029.The horizontal coordinates were established by classical geodetic methods
 LW3029.and adjusted by the National Geodetic Survey in August 1998..
 LW3029
 LW3029.The orthometric height was scaled from a topographic map.
 LW3029
 LW3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3029
 LW3029.The geoid height was determined by GEOID03.
 LW3029
 LW3029;                    North         East     Units Scale Factor Converg.
 LW3029;SPC RI       -    42,215.113    96,889.639   MT  0.99999387   -0 01 28.7
 LW3029;SPC RI       -   138,500.75    317,878.76   sFT  0.99999387   -0 01 28.7
 LW3029;UTM  19      - 4,593,313.340   288,107.985   MT  1.00015257   -1 40 50.3
 LW3029
 LW3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3029!SPC RI       -   0.99999225  x   0.99999387  =   0.99998612
 LW3029!UTM  19      -   0.99999225  x   1.00015257  =   1.00014482
 LW3029
 LW3029:                Primary Azimuth Mark                     Grid Az
 LW3029:SPC RI       -  KINGSTON CONG CH SPIRE                   027 44 31.8
 LW3029:UTM  19      -  KINGSTON CONG CH SPIRE                   029 23 53.4
 LW3029
 LW3029|---------------------------------------------------------------------|
 LW3029| PID    Reference Object                     Distance      Geod. Az  |
 LW3029|                                                           dddmmss.s |
 LW3029| LW3010 KINGSTON CONG CH SPIRE              APPROX. 2.1 KM 0274303.1 |
 LW3029| LW2854 NEWPORT TRINITY CH SPIRE            APPROX.18.9 KM 0815140.9 |
 LW3029| LW3158 BLOCK ISLAND                        APPROX.32.3 KM 1880517.2 |
 LW3029|---------------------------------------------------------------------|
 LW3029
 LW3029                          SUPERSEDED SURVEY CONTROL
 LW3029
 LW3029  NAD 83(1996)-  41 27 48.39494(N)    071 32 14.03056(W) AD(       ) 3
 LW3029  NAD 83(1992)-  41 27 48.39437(N)    071 32 14.03020(W) AD(       ) 3
 LW3029  NAD 83(1992)-  41 27 48.39350(N)    071 32 14.03028(W) AD(       ) 3
 LW3029  NAD 83(1986)-  41 27 48.39339(N)    071 32 14.02986(W) AD(       ) 3
 LW3029  NAD 27      -  41 27 48.02900(N)    071 32 15.81000(W) AD(       ) 3
 LW3029
 LW3029.Superseded values are not recommended for survey control.
 LW3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3029.See file dsdata.txt to determine how the superseded data were derived.
 LW3029
 LW3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8810893313(NAD 83)
 LW3029_MARKER: Z = SEE DESCRIPTION
 LW3029_SETTING: 0 = UNSPECIFIED SETTING
 LW3029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3029
 LW3029  HISTORY     - Date     Condition        Report By
 LW3029  HISTORY     - 1839     MONUMENTED       CGS
 LW3029  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3029
 LW3029                          STATION DESCRIPTION
 LW3029
 LW3029'DESCRIBED BY COAST AND GEODETIC SURVEY 1839 (EB)
 LW3029'STATION IS ON TEFFTS HILL, ABOUT 1-3/8 MILES SW OF KINGSTON.  THE
 LW3029'STATION IS MARKED BY A BURIED STONE CONE.
 LW3029
 LW3029                          STATION RECOVERY (1934)
 LW3029
 LW3029'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3029'DID NOT LOCATE THE STATION.
 LW3029'
 LW3029'TEFFT HILL IS THE NAME GIVEN TO THE HIGHEST LAND OF THE TEFFT
 LW3029'FARM, NOW OWNED BY L.F. BURROUGHS AND USED BY HIM AS A SUMMER
 LW3029'ESTATE.
 LW3029'
 LW3029'AN OLD-TIMER TOLD ME THAT HE REMEMBERS SURVEYORS USING A TOWER
 LW3029'IN THE PASTURE S OF THE HOUSE.  HE WAS UNABLE TO LOCATE THE SPOT
 LW3029'DEFINITELY WITHIN A HUNDRED YARDS.  NEITHER IS THERE ANY WAY OF
 LW3029'TELLING THAT THE SURVEYORS, WHOM HE REMEMBERS, USED THE SAME POINT
 LW3029'AS WAS ESTABLISHED IN 1839.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2198 ***********************************************************************
 LW2198  DESIGNATION -  TIVERTON
 LW2198  PID         -  LW2198
 LW2198  STATE/COUNTY-  RI/NEWPORT
 LW2198  USGS QUAD   -  FALL RIVER (1979)
 LW2198
 LW2198                         *CURRENT SURVEY CONTROL
 LW2198  ___________________________________________________________________
 LW2198* NAD 83(1996)-  41 37 40.39688(N)    071 12 22.15598(W)     ADJUSTED  
 LW2198* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 LW2198  ___________________________________________________________________
 LW2198  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 LW2198  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW2198
 LW2198  HORZ ORDER  -  THIRD
 LW2198
 LW2198.The horizontal coordinates were established by classical geodetic methods
 LW2198.and adjusted by the National Geodetic Survey in August 1998..
 LW2198
 LW2198.The orthometric height was scaled from a topographic map.
 LW2198
 LW2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2198
 LW2198.The geoid height was determined by GEOID03.
 LW2198
 LW2198;                    North         East     Units Scale Factor Converg.
 LW2198;SPC RI       -    60,520.007   124,486.509   MT  1.00000113   +0 11 42.7
 LW2198;SPC RI       -   198,556.06    408,419.49   sFT  1.00000113   +0 11 42.7
 LW2198;SPC MA M     -   819,781.564   224,486.947   MT  1.00001418   +0 11 50.6
 LW2198;SPC MA M     - 2,689,566.68    736,504.26   sFT  1.00001418   +0 11 50.6
 LW2198;UTM  19      - 4,610,813.337   316,225.528   MT  1.00001563   -1 27 57.4
 LW2198
 LW2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2198!SPC RI       -   0.99999606  x   1.00000113  =   0.99999719
 LW2198!SPC MA M     -   0.99999606  x   1.00001418  =   1.00001024
 LW2198!UTM  19      -   0.99999606  x   1.00001563  =   1.00001169
 LW2198
 LW2198|---------------------------------------------------------------------|
 LW2198| PID    Reference Object                     Distance      Geod. Az  |
 LW2198|                                                           dddmmss.s |
 LW2198| CB8599 TIVERTON RM                                        04148     |
 LW2198| LW0505 BROWN                               APPROX. 4.7 KM 1683149.4 |
 LW2198| LW2184 CHASE ESTATE GRAY TOWER             APPROX. 1.9 KM 1863151.3 |
 LW2198| LW2191 CHURCHS ESTATE YELLOW TOWER         APPROX. 1.2 KM 1973551.0 |
 LW2198| LW2196 BLUE HOUSE EAST GABLE               APPROX. 6.3 KM 2034045.3 |
 LW2198| LW2187 ISLAND PARK MERRY GO ROUND          APPROX. 1.7 KM 2525251.4 |
 LW2198| LW2190 BROWN BARN CUPOLA                   APPROX. 3.1 KM 2564044.6 |
 LW2198| LW2197 FLAG ON POINT                       APPROX. 1.1 KM 2723421.0 |
 LW2198| LW2207 SISSON FARM YELLOW SHED CUPOLA      APPROX. 2.8 KM 2824027.9 |
 LW2198| LW2205 FISH FACTORY STACK                  APPROX. 1.9 KM 3291221.4 |
 LW2198|---------------------------------------------------------------------|
 LW2198
 LW2198                          SUPERSEDED SURVEY CONTROL
 LW2198
 LW2198  NAD 83(1996)-  41 37 40.39681(N)    071 12 22.15592(W) AD(       ) 3
 LW2198  NAD 83(1992)-  41 37 40.39518(N)    071 12 22.15507(W) AD(       ) 3
 LW2198  NAD 83(1992)-  41 37 40.39461(N)    071 12 22.15454(W) AD(       ) 3
 LW2198  NAD 83(1986)-  41 37 40.39510(N)    071 12 22.15284(W) AD(       ) 3
 LW2198  NAD 27      -  41 37 40.02200(N)    071 12 23.98600(W) AD(       ) 3
 LW2198
 LW2198.Superseded values are not recommended for survey control.
 LW2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2198.See file dsdata.txt to determine how the superseded data were derived.
 LW2198
 LW2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1622610813(NAD 83)
 LW2198_MARKER: Z = SEE DESCRIPTION
 LW2198_SETTING: 0 = UNSPECIFIED SETTING
 LW2198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2198
 LW2198  HISTORY     - Date     Condition        Report By
 LW2198  HISTORY     - 1917     MONUMENTED       CGS
 LW2198  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LW2198  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2198  HISTORY     - 1953     SEE DESCRIPTION  CGS
 LW2198  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2198  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2198
 LW2198                          STATION DESCRIPTION
 LW2198
 LW2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (RPS)
 LW2198'STATION IS ON THE E SIDE OF THE SAKONNET RIVER, ON A
 LW2198'CYLINDRICAL, FLAT MOUND ON THE FIRST RIDGE ABOVE TIVERTON
 LW2198'VILLAGE.  THE MOUND IS ON TOP OF FORT DURFEE, A SHORT
 LW2198'DISTANCE E OF THE MAIN HIGHWAY TO FALL RIVER, AND LESS THAN
 LW2198'3/4 MILE N OF NANNAQUACKET POND.  THE SURFACE MARK IS A
 LW2198'STANDARD DISK SET IN CONCRETE IN THE TOP OF A TILE WHICH IS
 LW2198'EMBEDDED IN THE GROUND.  THE UNDERGROUND MARK IS A BLOCK OF
 LW2198'CONCRETE CONTAINING AT THE CENTER OF ITS UPPER SURFACE A
 LW2198'STANDARD DISK.  THE REFERENCE MARK IS A STANDARD DISK WEDGED
 LW2198'IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND IS 18.57 METERS
 LW2198'(60.93 FEET) SSW OF THE STATION.
 LW2198
 LW2198                          STATION RECOVERY (1932)
 LW2198
 LW2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2198'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE
 LW2198'REFERENCE MARK IS NNE OF THE STATION.
 LW2198
 LW2198                          STATION RECOVERY (1935)
 LW2198
 LW2198'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2198'STATION WAS FOUND IN EXCELLENT CONDITION AND MARKED AS DESCRIBED.
 LW2198'
 LW2198'REFERENCE MARK WAS FOUND NE OF STATION AT THE DISTANCE
 LW2198'GIVEN, THE DIRECTION BEING GIVEN OPPOSITE FROM WHAT IT IS.
 LW2198'
 LW2198'STATION IS ON TOP OF THE BREASTWORKS OF THE FORK AND
 LW2198'THE REFERENCE MARK WITHIN THE BREASTWORKS.  IT IS ON LAND
 LW2198'BELONGING TO JOHN E. ESTES AND IS ABOUT 50 YARDS NE OF HIS
 LW2198'STONE RESIDENCE.  IT IS ON THE E SIDE OF HIGHLAND AVENUE,
 LW2198'OPPOSITE THE E OR UPPER END OF SOUTH AVENUE.  THE POND
 LW2198'REFERRED TO IS NANNAQUAKET (NOT NANNAQUACKET).
 LW2198
 LW2198                          STATION RECOVERY (1953)
 LW2198
 LW2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HAP)
 LW2198'REFERENCE MARK WAS RECOVERED AS DESCRIBED.  BROKEN TILE
 LW2198'WAS FOUND SCATTERED AROUND STATION SITE.  A HOLE APPROXIMATELY
 LW2198'6- BY 3- BY 3-FT. DEEP WAS DUG.  SURFACE OR UNDERGROUND MARK
 LW2198'COULD NOT BE FOUND.  IT IS BELIEVED STATION HAS BEEN DESTROYED.
 LW2198
 LW2198                          STATION RECOVERY (1954)
 LW2198
 LW2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2198'STATION NOT RECOVERED AFTER A THOROUGH SEARCH BY TWO MEN AND
 LW2198'DIGGING TO A DEPTH OF 3 FT. AT THE STATION SITE.
 LW2198'
 LW2198'THE REFERENCE MARK WAS RECOVERED, AND THE SEARCH FOR THE STATION
 LW2198'WAS MADE AT THE DISTANCE GIVEN IN THE DESCRIPTION AND THE DIRECTION
 LW2198'THAT THE REFERENCE MARK INDICATED.  THE SURFACE MARK HAS
 LW2198'UNDOUBTEDLY BEEN DESTROYED, AND THE SUBSURFACE MARK IMPOSSIBLE TO
 LW2198'FIND DUE TO LACK OF MEASUREMENTS.
 LW2198'
 LW2198'THE PUBLISHED DESCRIPTION IS ADEQUATE FOR THE RECOVERY OF THE
 LW2198'REFERENCE MARK.  THE REFERENCE MARK IS UNSTAMPED.
 LW2198
 LW2198                          STATION RECOVERY (1956)
 LW2198
 LW2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2198'STATION NOT RECOVERED.  NEITHER THE STATION NOR THE REFERENCE
 LW2198'MARK COULD BE FOUND AFTER A THOROUGH SEARCH AND LOCAL
 LW2198'INQUIRY.  MANY CHANGES IN THE AREA HAVE OCCURRED DUE TO RESIDENTIAL
 LW2198'CONSTRUCTION.  THE STATION PROBABLY IS STILL IN EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2208 ***********************************************************************
 LW2208  DESIGNATION -  TIVERTON FIRE TOWER
 LW2208  PID         -  LW2208
 LW2208  STATE/COUNTY-  RI/NEWPORT
 LW2208  USGS QUAD   -  FALL RIVER (1979)
 LW2208
 LW2208                         *CURRENT SURVEY CONTROL
 LW2208  ___________________________________________________________________
 LW2208* NAD 83(1996)-  41 37 46.77909(N)    071 09 54.33130(W)     ADJUSTED  
 LW2208* NAVD 88     -                                                        
 LW2208  ___________________________________________________________________
 LW2208  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW2208  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW2208
 LW2208  HORZ ORDER  -  THIRD
 LW2208
 LW2208.The horizontal coordinates were established by classical geodetic methods
 LW2208.and adjusted by the National Geodetic Survey in August 1998..
 LW2208
 LW2208
 LW2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2208
 LW2208.The geoid height was determined by GEOID03.
 LW2208
 LW2208;                    North         East     Units Scale Factor Converg.
 LW2208;SPC RI       -    60,729.380   127,907.529   MT  1.00000333   +0 13 20.9
 LW2208;SPC RI       -   199,242.97    419,643.28   sFT  1.00000333   +0 13 20.9
 LW2208;SPC MA M     -   819,991.079   227,908.000   MT  1.00001387   +0 13 29.9
 LW2208;SPC MA M     - 2,690,254.07    747,728.16   sFT  1.00001387   +0 13 29.9
 LW2208;UTM  19      - 4,610,923.452   319,651.200   MT  1.00000027   -1 26 19.3
 LW2208
 LW2208                          SUPERSEDED SURVEY CONTROL
 LW2208
 LW2208  NAD 83(1996)-  41 37 46.77912(N)    071 09 54.33140(W) AD(       ) 4
 LW2208  NAD 83(1992)-  41 37 46.77711(N)    071 09 54.33013(W) AD(       ) 4
 LW2208  NAD 83(1992)-  41 37 46.77708(N)    071 09 54.33036(W) AD(       ) 4
 LW2208  NAD 83(1986)-  41 37 46.77726(N)    071 09 54.32884(W) AD(       ) 4
 LW2208  NAD 27      -  41 37 46.40217(N)    071 09 56.16052(W) AD(       ) 3
 LW2208
 LW2208.Superseded values are not recommended for survey control.
 LW2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2208.See file dsdata.txt to determine how the superseded data were derived.
 LW2208
 LW2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1965110923(NAD 83)
 LW2208
 LW2208  HISTORY     - Date     Condition        Report By
 LW2208  HISTORY     - 1968     MONUMENTED       CGS
 LW2208
 LW2208                          STATION DESCRIPTION
 LW2208
 LW2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2208'THE STATION, TIVERTON FIRE TOWER, IS THE TOP CENTER OF THE GRAY
 LW2208'FIRE TOWER WHICH IS APPROXIMATELY 60 FEET IN HEIGHT.
 LW2208'
 LW2208'TO REACH THE STATION FROM TIVERTON, GO SOUTH ON ST. HWY. 77 FOR
 LW2208'1.0 MILE TO JUNCTIONS OF ST. HWYS. 77 AND 177.  TURN LEFT AND
 LW2208'GO EASTERLY ON ST. HWY. 177 FOR 1.75 MILES TO A CROSSROAD AT A
 LW2208'CAUTION LIGHT.  TURN LEFT AND GO NORTHERLY FOR 0.3 MILE TO WHERE
 LW2208'STREET ENDS, AND GRAVELED SIDE ROAD TO RIGHT BEGINS.  TURN RIGHT
 LW2208'ON GRAVELED ROAD AND GO EAST AND SOUTH FOR 0.1 MILE TO THE
 LW2208'STATION.
 LW2208'
 LW2208'THE STATION IS ABOUT 100 YARDS FROM THE NORTHEAST CORNER OF
 LW2208'TIVERTON JUNIOR SENIOR HIGH SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2199 ***********************************************************************
 LW2199  DESIGNATION -  TIVERTON STANDPIPE
 LW2199  PID         -  LW2199
 LW2199  STATE/COUNTY-  RI/NEWPORT
 LW2199  USGS QUAD   -  FALL RIVER (1979)
 LW2199
 LW2199                         *CURRENT SURVEY CONTROL
 LW2199  ___________________________________________________________________
 LW2199* NAD 83(1996)-  41 37 34.94201(N)    071 09 59.83400(W)     ADJUSTED  
 LW2199* NAVD 88     -                                                        
 LW2199  ___________________________________________________________________
 LW2199  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW2199  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW2199
 LW2199  HORZ ORDER  -  THIRD
 LW2199
 LW2199.The horizontal coordinates were established by classical geodetic methods
 LW2199.and adjusted by the National Geodetic Survey in August 1998..
 LW2199
 LW2199
 LW2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2199
 LW2199.The geoid height was determined by GEOID03.
 LW2199
 LW2199;                    North         East     Units Scale Factor Converg.
 LW2199;SPC RI       -    60,363.694   127,781.570   MT  1.00000324   +0 13 17.2
 LW2199;SPC RI       -   198,043.22    419,230.03   sFT  1.00000324   +0 13 17.2
 LW2199;SPC MA M     -   819,625.383   227,782.055   MT  1.00001444   +0 13 26.2
 LW2199;SPC MA M     - 2,689,054.28    747,314.96   sFT  1.00001444   +0 13 26.2
 LW2199;UTM  19      - 4,610,561.572   319,514.694   MT  1.00000088   -1 26 22.6
 LW2199
 LW2199                          SUPERSEDED SURVEY CONTROL
 LW2199
 LW2199  NAD 83(1996)-  41 37 34.94197(N)    071 09 59.83404(W) AD(       ) 4
 LW2199  NAD 83(1992)-  41 37 34.94006(N)    071 09 59.83289(W) AD(       ) 4
 LW2199  NAD 83(1992)-  41 37 34.93994(N)    071 09 59.83299(W) AD(       ) 4
 LW2199  NAD 83(1986)-  41 37 34.94025(N)    071 09 59.83162(W) AD(       ) 4
 LW2199  NAD 27      -  41 37 34.56788(N)    071 10 01.67355(W) AD(       ) 3
 LW2199
 LW2199.Superseded values are not recommended for survey control.
 LW2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2199.See file dsdata.txt to determine how the superseded data were derived.
 LW2199
 LW2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1951510562(NAD 83)
 LW2199
 LW2199  HISTORY     - Date     Condition        Report By
 LW2199  HISTORY     - 1968     MONUMENTED       CGS
 LW2199
 LW2199                          STATION DESCRIPTION
 LW2199
 LW2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2199'THE STATION, TIVERTON STANDPIPE, IS THE TOP CENTER OF THE SILVER
 LW2199'CYLINDRICAL TANK WHICH IS ABOUT 60 FEET IN HEIGHT.
 LW2199'
 LW2199'TO REACH THE STATION FROM TIVERTON, GO SOUTH ON ST. HWY. 77
 LW2199'FOR 1.0 MILE TO JUNCTIONS OF ST. HWYS. 77 AND 177.  TURN LEFT
 LW2199'AND GO EASTERLY ON ST. HWY. 177 FOR 1.75 MILES TO A
 LW2199'CROSSROADS.  TURN LEFT AND GO NORTHERLY FOR 0.05 MILE TO DIM SIDE
 LW2199'ROAD TO THE LEFT.  TURN LEFT AND GO ABOUT 100 FEET TO THE
 LW2199'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2182 ***********************************************************************
 LW2182  DESIGNATION -  TIVERTON TV STATION WTEV MAST
 LW2182  PID         -  LW2182
 LW2182  STATE/COUNTY-  RI/NEWPORT
 LW2182  USGS QUAD   -  TIVERTON (1975)
 LW2182
 LW2182                         *CURRENT SURVEY CONTROL
 LW2182  ___________________________________________________________________
 LW2182* NAD 83(1996)-  41 35 48.92954(N)    071 11 21.02774(W)     ADJUSTED  
 LW2182* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2182  ___________________________________________________________________
 LW2182  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 LW2182  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW2182
 LW2182  HORZ ORDER  -  THIRD
 LW2182
 LW2182.The horizontal coordinates were established by classical geodetic methods
 LW2182.and adjusted by the National Geodetic Survey in August 1998..
 LW2182
 LW2182.The orthometric height was scaled from a topographic map.
 LW2182
 LW2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2182
 LW2182.The geoid height was determined by GEOID03.
 LW2182
 LW2182;                    North         East     Units Scale Factor Converg.
 LW2182;SPC RI       -    57,086.036   125,913.869   MT  1.00000201   +0 12 22.9
 LW2182;SPC RI       -   187,289.77    413,102.42   sFT  1.00000201   +0 12 22.9
 LW2182;SPC MA M     -   816,347.598   225,914.468   MT  1.00001968   +0 12 31.6
 LW2182;SPC MA M     - 2,678,300.41    741,187.72   sFT  1.00001968   +0 12 31.6
 LW2182;UTM  19      - 4,607,339.406   317,552.790   MT  1.00000965   -1 27 13.5
 LW2182
 LW2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2182!SPC RI       -   1.00000469  x   1.00000201  =   1.00000670
 LW2182!SPC MA M     -   1.00000469  x   1.00001968  =   1.00002437
 LW2182!UTM  19      -   1.00000469  x   1.00000965  =   1.00001434
 LW2182
 LW2182                          SUPERSEDED SURVEY CONTROL
 LW2182
 LW2182  NAD 83(1996)-  41 35 48.92937(N)    071 11 21.02766(W) AD(       ) 4
 LW2182  NAD 83(1992)-  41 35 48.92767(N)    071 11 21.02684(W) AD(       ) 4
 LW2182  NAD 83(1992)-  41 35 48.92765(N)    071 11 21.02647(W) AD(       ) 4
 LW2182  NAD 83(1986)-  41 35 48.92592(N)    071 11 21.02663(W) AD(       ) 4
 LW2182  NAD 27      -  41 35 48.54659(N)    071 11 22.85914(W) AD(       ) 3
 LW2182
 LW2182.Superseded values are not recommended for survey control.
 LW2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2182.See file dsdata.txt to determine how the superseded data were derived.
 LW2182
 LW2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1755307339(NAD 83)
 LW2182_MARKER: 42 = RADIO/TV MAST
 LW2182_SETTING: 0 = UNSPECIFIED SETTING
 LW2182
 LW2182  HISTORY     - Date     Condition        Report By
 LW2182  HISTORY     - UNK      FIRST OBSERVED
 LW2182  HISTORY     - 1968     GOOD             CGS
 LW2182  HISTORY     - 19790709 GOOD             MAGS
 LW2182
 LW2182                          STATION DESCRIPTION
 LW2182
 LW2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2182'THE STATION, TIVERTON WTFV TV MAST, IS THE TOP CENTER OF THE
 LW2182'TRIANGULAR SHAPED MAST WHICH IS PAINTED ALTERNATING SECTIONS OF
 LW2182'RED AND WHITE AND IS 1100 FEET IN HEIGHT.
 LW2182'
 LW2182'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77 AND
 LW2182'177 (ABOUT 2 MILES SOUTH OF TIVERTON), GO SOUTH ON STATE HIGHWAY
 LW2182'77 FOR 1.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON
 LW2182'GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 LW2182'GO NORTH ON GRAVELED ROAD FOR 0.1 MILE TO THE STATION.
 LW2182'
 LW2182'THE MAST IS OWNED BY WTFV BROADCASTING COMPANY AND IS RECEIVED
 LW2182'BY LOCAL TELEVISION AS CHANNEL 6.
 LW2182
 LW2182                          STATION RECOVERY (1979)
 LW2182
 LW2182'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1979
 LW2182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3500 ***********************************************************************
 LW3500  DESIGNATION -  TOURTELLOT
 LW3500  PID         -  LW3500
 LW3500  STATE/COUNTY-  RI/PROVIDENCE
 LW3500  USGS QUAD   -  NORTH SCITUATE (1975)
 LW3500
 LW3500                         *CURRENT SURVEY CONTROL
 LW3500  ___________________________________________________________________
 LW3500* NAD 83(1996)-  41 49 57.50522(N)    071 37 00.97287(W)     ADJUSTED  
 LW3500* NAVD 88     -       121.6    (meters)     399.     (feet)  VERTCON   
 LW3500  ___________________________________________________________________
 LW3500  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 LW3500  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW3500
 LW3500  HORZ ORDER  -  FIRST
 LW3500
 LW3500.The horizontal coordinates were established by classical geodetic methods
 LW3500.and adjusted by the National Geodetic Survey in August 1998..
 LW3500
 LW3500.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3500
 LW3500.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3500
 LW3500.The geoid height was determined by GEOID03.
 LW3500
 LW3500;                    North         East     Units Scale Factor Converg.
 LW3500;SPC RI       -    83,226.205    90,286.403   MT  0.99999491   -0 04 40.8
 LW3500;SPC RI       -   273,051.31    296,214.64   sFT  0.99999491   -0 04 40.8
 LW3500;UTM  19      - 4,634,505.801   282,696.074   MT  1.00018111   -1 44 45.8
 LW3500
 LW3500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3500!SPC RI       -   0.99998560  x   0.99999491  =   0.99998051
 LW3500!UTM  19      -   0.99998560  x   1.00018111  =   1.00016671
 LW3500
 LW3500:                Primary Azimuth Mark                     Grid Az
 LW3500:SPC RI       -  SCITUATE                                 057 01 22.8
 LW3500:UTM  19      -  SCITUATE                                 058 41 27.8
 LW3500
 LW3500|---------------------------------------------------------------------|
 LW3500| PID    Reference Object                     Distance      Geod. Az  |
 LW3500|                                                           dddmmss.s |
 LW3500| LW1266 SCITUATE                            APPROX. 1.6 KM 0565642.0 |
 LW3500| LW3501 NORTH SCITUATE CONG CH SPIRE        APPROX. 2.5 KM 0852830.5 |
 LW3500| CB8601 TOURTELLOT RM 2                      16.948 METERS 12117     |
 LW3500| CB8602 TOURTELLOT RM 3                      91.352 METERS 24833     |
 LW3500| CB8600 TOURTELLOT RM 1                      18.113 METERS 35842     |
 LW3500|---------------------------------------------------------------------|
 LW3500
 LW3500                          SUPERSEDED SURVEY CONTROL
 LW3500
 LW3500  NAD 83(1996)-  41 49 57.50484(N)    071 37 00.97262(W) AD(       ) 1
 LW3500  NAD 83(1992)-  41 49 57.50395(N)    071 37 00.97197(W) AD(       ) 1
 LW3500  NAD 83(1992)-  41 49 57.50378(N)    071 37 00.97215(W) AD(       ) 1
 LW3500  NAD 83(1986)-  41 49 57.50363(N)    071 37 00.97091(W) AD(       ) 1
 LW3500  NAD 27      -  41 49 57.14571(N)    071 37 02.73799(W) AD(       ) 1
 LW3500  NGVD 29 (07/19/86)  121.8    (m)          400.     (f) VERT ANG       
 LW3500
 LW3500.Superseded values are not recommended for survey control.
 LW3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3500.See file dsdata.txt to determine how the superseded data were derived.
 LW3500
 LW3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8269634506(NAD 83)
 LW3500_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3500_SETTING: 80 = SET IN A BOULDER
 LW3500_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3500+STABILITY: SURFACE MOTION
 LW3500
 LW3500  HISTORY     - Date     Condition        Report By
 LW3500  HISTORY     - 1968     MONUMENTED       CGS
 LW3500  HISTORY     - 1979     GOOD             NGS
 LW3500
 LW3500                          STATION DESCRIPTION
 LW3500
 LW3500'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3500'STATION IS LOCATED ABOUT 10 MILES WEST OF CENTER OF DOWNTOWN
 LW3500'PROVIDENCE, 4 MILES SOUTHWEST OF GREENVILLE, 1-1/2 MILES WEST
 LW3500'OF NORTH SCITUATE AND ON PROPERTY OWNED BY MR. SAM TOURTELLOT.
 LW3500'
 LW3500'TO REACH FROM THE POST OFFICE IN NORTH SCITUATE, GO WEST ON
 LW3500'U.S. HIGHWAY 6 (DANIELSON PIKE) FOR 1.4 MILES TO THE TOP OF HILL
 LW3500'AND DRIVEWAY ON RIGHT TO THE HOME OF MR. SAM TOURTELLOT.  TURN
 LW3500'RIGHT AND GO NORTH FOR 150 FEET TO HIS HOUSE AND END OF
 LW3500'DRIVE.  CONTINUE NORTH-NORTHEAST ACROSS LAWN FOR 75 YARDS TO
 LW3500'STATION AS DESCRIBED.
 LW3500'
 LW3500'STATION MARK, STAMPED TOURTELLOT 1968, IS CEMENTED IN A BOULDER
 LW3500'2 BY 3 FOOT IN SIZE AND PROJECTS ABOUT 3 INCHES.  IT IS 238 FEET
 LW3500'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF MR. SAM TOURTELLOTS
 LW3500'HOUSE, 94.5 FEET NORTHWEST OF A TWIN TRUNK PINE TREE, 52.7 FEET
 LW3500'SOUTHEAST OF A METAL WITNESS POST IN TREE LINE AND 8.5 FEET NORTH
 LW3500'OF NORTH EDGE OF A LARGE BOULDER WHICH PROJECTS ABOUT 3 FEET.
 LW3500'
 LW3500'RM 1, STAMPED TOURTELLOT NO 1 1968, IS CEMENTED IN THE TOP OF
 LW3500'A 1 BY 1 FOOT BOULDER WHICH PROJECTS ABOUT 2 INCHES.  IT IS
 LW3500'53.7 FEET NORTHEAST OF A METAL WITNESS POST AND 19 FEET SOUTH
 LW3500'OF A 15-INCH PINE TREE.
 LW3500'
 LW3500'RM 2, STAMPED TOURTELLOT NO 2 1968, IS CEMENTED IN THE TOP OF
 LW3500'A 1 BY 4 FOOT BOULDER WHICH IS SET FLUSH.  IT IS 57 FEET EAST OF
 LW3500'CENTER OF A LARGE BOULDER AT STATION MARK THAT PROJECTS ABOUT 3
 LW3500'FEET AND 49 FEET NORTH OF A TWIN TRUNK PINE TREE.
 LW3500'
 LW3500'RM 3, STAMPED TOURTELLOT NO 3 1968, IS CEMENTED IN THE TOP OF
 LW3500'A 3 BY 3 FOOT BOULDER WHICH PROJECTS ABOUT 8 INCHES.  IT IS 102
 LW3500'FEET EAST OF A ROCK FENCE, 60 FEET NORTHWEST OF A 3 FOOT PINE
 LW3500'TREE AND 28 FEET NORTHWEST OF CENTER OF A DIM TRACK ROAD.
 LW3500'
 LW3500'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW3500
 LW3500                          STATION RECOVERY (1979)
 LW3500
 LW3500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW3500'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 LW3500'CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE FOR RECOVERING THE
 LW3500'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2790 ***********************************************************************
 LW2790  DESIGNATION -  TOWER 10 1943
 LW2790  PID         -  LW2790
 LW2790  STATE/COUNTY-  RI/NEWPORT
 LW2790  USGS QUAD   -  SAKONNET POINT (1970)
 LW2790
 LW2790                         *CURRENT SURVEY CONTROL
 LW2790  ___________________________________________________________________
 LW2790* NAD 83(1996)-  41 28 31.17185(N)    071 14 46.13484(W)     ADJUSTED  
 LW2790* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LW2790  ___________________________________________________________________
 LW2790  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 LW2790  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW2790
 LW2790  HORZ ORDER  -  SECOND
 LW2790
 LW2790.The horizontal coordinates were established by classical geodetic methods
 LW2790.and adjusted by the National Geodetic Survey in August 1998..
 LW2790
 LW2790.The orthometric height was scaled from a topographic map.
 LW2790
 LW2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2790
 LW2790.The geoid height was determined by GEOID03.
 LW2790
 LW2790;                    North         East     Units Scale Factor Converg.
 LW2790;SPC RI       -    43,565.219   121,203.542   MT  0.99999928   +0 10 05.3
 LW2790;SPC RI       -   142,930.22    397,648.62   sFT  0.99999928   +0 10 05.3
 LW2790;UTM  19      - 4,593,960.273   312,453.090   MT  1.00003288   -1 29 17.0
 LW2790
 LW2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2790!SPC RI       -   1.00000442  x   0.99999928  =   1.00000370
 LW2790!UTM  19      -   1.00000442  x   1.00003288  =   1.00003730
 LW2790
 LW2790                          SUPERSEDED SURVEY CONTROL
 LW2790
 LW2790  NAD 83(1996)-  41 28 31.17179(N)    071 14 46.13427(W) AD(       ) 2
 LW2790  NAD 83(1992)-  41 28 31.17004(N)    071 14 46.13427(W) AD(       ) 2
 LW2790  NAD 83(1992)-  41 28 31.16987(N)    071 14 46.13383(W) AD(       ) 2
 LW2790  NAD 83(1986)-  41 28 31.17021(N)    071 14 46.13173(W) AD(       ) 2
 LW2790  NAD 27      -  41 28 30.79900(N)    071 14 47.95900(W) AD(       ) 2
 LW2790
 LW2790.Superseded values are not recommended for survey control.
 LW2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2790.See file dsdata.txt to determine how the superseded data were derived.
 LW2790
 LW2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1245393960(NAD 83)
 LW2790_MARKER: 55 = TOWER
 LW2790_SETTING: 0 = UNSPECIFIED SETTING
 LW2790
 LW2790  HISTORY     - Date     Condition        Report By
 LW2790  HISTORY     - 1943     FIRST OBSERVED   CGS
 LW2790  HISTORY     - 19981203 MARK NOT FOUND   USPSQD
 LW2790
 LW2790                          STATION DESCRIPTION
 LW2790
 LW2790'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2790'THE STATION IS THE CENTER OF A STEEL TOWER ABOUT 125 FT. HIGH
 LW2790'LOCATED ABOUT 200 YDS. N OF THE S TIP OF SACHUEST POINT.
 LW2790'
 LW2790'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION RANGE.
 LW2790
 LW2790                          STATION RECOVERY (1998)
 LW2790
 LW2790'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3098 ***********************************************************************
 LW3098  DESIGNATION -  TOWER 12 1943
 LW3098  PID         -  LW3098
 LW3098  STATE/COUNTY-  RI/WASHINGTON
 LW3098  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3098
 LW3098                         *CURRENT SURVEY CONTROL
 LW3098  ___________________________________________________________________
 LW3098* NAD 83(1996)-  41 08 56.71897(N)    071 35 46.70254(W)     ADJUSTED  
 LW3098* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 LW3098  ___________________________________________________________________
 LW3098  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 LW3098  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LW3098
 LW3098  HORZ ORDER  -  SECOND
 LW3098
 LW3098.The horizontal coordinates were established by classical geodetic methods
 LW3098.and adjusted by the National Geodetic Survey in August 1998..
 LW3098
 LW3098.The orthometric height was scaled from a topographic map.
 LW3098
 LW3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3098
 LW3098.The geoid height was determined by GEOID03.
 LW3098
 LW3098;                    North         East     Units Scale Factor Converg.
 LW3098;SPC RI       -     7,306.953    91,915.590   MT  0.99999455   -0 03 48.1
 LW3098;SPC RI       -    23,972.89    301,559.73   sFT  0.99999455   -0 03 48.1
 LW3098;UTM  19      - 4,558,556.912   282,129.295   MT  1.00018424   -1 42 32.7
 LW3098
 LW3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3098!SPC RI       -   0.99999766  x   0.99999455  =   0.99999221
 LW3098!UTM  19      -   0.99999766  x   1.00018424  =   1.00018190
 LW3098
 LW3098                          SUPERSEDED SURVEY CONTROL
 LW3098
 LW3098  NAD 83(1996)-  41 08 56.71713(N)    071 35 46.70115(W) AD(       ) 2
 LW3098  NAD 83(1992)-  41 08 56.71697(N)    071 35 46.70131(W) AD(       ) 2
 LW3098  NAD 83(1992)-  41 08 56.71571(N)    071 35 46.70229(W) AD(       ) 2
 LW3098  NAD 83(1986)-  41 08 56.71318(N)    071 35 46.70304(W) AD(       ) 2
 LW3098  NAD 27      -  41 08 56.34800(N)    071 35 48.49100(W) AD(       ) 2
 LW3098
 LW3098.Superseded values are not recommended for survey control.
 LW3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3098.See file dsdata.txt to determine how the superseded data were derived.
 LW3098
 LW3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8212958557(NAD 83)
 LW3098_MARKER: 55 = TOWER
 LW3098
 LW3098  HISTORY     - Date     Condition        Report By
 LW3098  HISTORY     - 1943     FIRST OBSERVED   CGS
 LW3098  HISTORY     - 1988     POOR             USPSQD
 LW3098
 LW3098                          STATION DESCRIPTION
 LW3098
 LW3098'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3098'STATION IS THE CENTER OF THE 110-FT. STEEL TOWER WHICH IS
 LW3098'LOCATED AT BLACK ROCK POINT, ON THE S SIDE OF BLOCK ISLAND.  THIS
 LW3098'STATION WAS LOCATED BY TRAVERSE FROM STATION BLACK.
 LW3098
 LW3098                          STATION RECOVERY (1988)
 LW3098
 LW3098'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LW3098'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3154 ***********************************************************************
 LW3154  DESIGNATION -  TOWER 13
 LW3154  PID         -  LW3154
 LW3154  STATE/COUNTY-  RI/WASHINGTON
 LW3154  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3154
 LW3154                         *CURRENT SURVEY CONTROL
 LW3154  ___________________________________________________________________
 LW3154* NAD 83(1996)-  41 09 12.23787(N)    071 33 07.57335(W)     ADJUSTED  
 LW3154* NAVD 88     -                                                        
 LW3154  ___________________________________________________________________
 LW3154  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 LW3154  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW3154
 LW3154  HORZ ORDER  -  THIRD
 LW3154
 LW3154.The horizontal coordinates were established by classical geodetic methods
 LW3154.and adjusted by the National Geodetic Survey in August 1998..
 LW3154
 LW3154
 LW3154.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3154
 LW3154.The geoid height was determined by GEOID03.
 LW3154
 LW3154;                    North         East     Units Scale Factor Converg.
 LW3154;SPC RI       -     7,782.532    95,626.451   MT  0.99999399   -0 02 03.4
 LW3154;SPC RI       -    25,533.19    313,734.45   sFT  0.99999399   -0 02 03.4
 LW3154;UTM  19      - 4,558,925.785   285,852.954   MT  1.00016444   -1 40 48.4
 LW3154
 LW3154                          SUPERSEDED SURVEY CONTROL
 LW3154
 LW3154  NAD 83(1996)-  41 09 12.23610(N)    071 33 07.57208(W) AD(       ) 4
 LW3154  NAD 83(1992)-  41 09 12.23594(N)    071 33 07.57208(W) AD(       ) 4
 LW3154  NAD 83(1992)-  41 09 12.23465(N)    071 33 07.57252(W) AD(       ) 4
 LW3154  NAD 83(1986)-  41 09 12.23198(N)    071 33 07.56916(W) AD(       ) 4
 LW3154  NAD 27      -  41 09 11.86700(N)    071 33 09.37100(W) AD(       ) 3
 LW3154
 LW3154.Superseded values are not recommended for survey control.
 LW3154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3154.See file dsdata.txt to determine how the superseded data were derived.
 LW3154
 LW3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8585358926(NAD 83)
 LW3154_MARKER: 55 = TOWER
 LW3154
 LW3154  HISTORY     - Date     Condition        Report By
 LW3154  HISTORY     - 1943     FIRST OBSERVED   CGS
 LW3154
 LW3154                          STATION DESCRIPTION
 LW3154
 LW3154'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3154'THE STATION IS THE POINT OF THE CONICAL ROOF OF THE 110-FT. STEEL
 LW3154'TOWER ABOUT 100 YDS. ABOUT NW OF BLOCK ISLAND SOUTHEAST
 LW3154'LIGHTHOUSE.  THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2846 ***********************************************************************
 LW2846  DESIGNATION -  TOWER 9
 LW2846  PID         -  LW2846
 LW2846  STATE/COUNTY-  RI/NEWPORT
 LW2846  USGS QUAD   -  NEWPORT (1975)
 LW2846
 LW2846                         *CURRENT SURVEY CONTROL
 LW2846  ___________________________________________________________________
 LW2846* NAD 83(1996)-  41 27 01.87414(N)    071 21 08.80985(W)     ADJUSTED  
 LW2846* NAVD 88     -                                                        
 LW2846  ___________________________________________________________________
 LW2846  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 LW2846  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW2846
 LW2846  HORZ ORDER  -  THIRD
 LW2846
 LW2846.The horizontal coordinates were established by classical geodetic methods
 LW2846.and adjusted by the National Geodetic Survey in August 1998..
 LW2846
 LW2846
 LW2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2846
 LW2846.The geoid height was determined by GEOID03.
 LW2846
 LW2846;                    North         East     Units Scale Factor Converg.
 LW2846;SPC RI       -    40,789.731   112,329.393   MT  0.99999562   +0 05 51.6
 LW2846;SPC RI       -   133,824.31    368,534.02   sFT  0.99999562   +0 05 51.6
 LW2846;UTM  19      - 4,591,442.222   303,501.942   MT  1.00007519   -1 33 27.9
 LW2846
 LW2846                          SUPERSEDED SURVEY CONTROL
 LW2846
 LW2846  NAD 83(1996)-  41 27 01.87369(N)    071 21 08.80892(W) AD(       ) 4
 LW2846  NAD 83(1992)-  41 27 01.87259(N)    071 21 08.80925(W) AD(       ) 4
 LW2846  NAD 83(1992)-  41 27 01.87195(N)    071 21 08.80878(W) AD(       ) 4
 LW2846  NAD 83(1986)-  41 27 01.87191(N)    071 21 08.80659(W) AD(       ) 4
 LW2846  NAD 27      -  41 27 01.50500(N)    071 21 10.60900(W) AD(       ) 3
 LW2846
 LW2846.Superseded values are not recommended for survey control.
 LW2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2846.See file dsdata.txt to determine how the superseded data were derived.
 LW2846
 LW2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0350291442(NAD 83)
 LW2846_MARKER: 55 = TOWER
 LW2846_SETTING: 0 = UNSPECIFIED SETTING
 LW2846
 LW2846  HISTORY     - Date     Condition        Report By
 LW2846  HISTORY     - 1943     FIRST OBSERVED   CGS
 LW2846
 LW2846                          STATION DESCRIPTION
 LW2846
 LW2846'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW2846'STATION IS THE SE ONE OF TWO 100-FT. STEEL DETECTION TOWERS AT
 LW2846'BRENTON POINT, NARRAGANSETT BAY.  IT WAS LOCATED BY INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2927 ***********************************************************************
 LW2927  DESIGNATION -  TOWER HILL HOTEL
 LW2927  PID         -  LW2927
 LW2927  STATE/COUNTY-  RI/WASHINGTON
 LW2927  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2927
 LW2927                         *CURRENT SURVEY CONTROL
 LW2927  ___________________________________________________________________
 LW2927* NAD 83(1996)-  41 26 29.85743(N)    071 28 35.78262(W)     ADJUSTED  
 LW2927* NAVD 88     -                                                        
 LW2927  ___________________________________________________________________
 LW2927  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 LW2927  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LW2927
 LW2927  HORZ ORDER  -  THIRD
 LW2927
 LW2927.The horizontal coordinates were established by classical geodetic methods
 LW2927.and adjusted by the National Geodetic Survey in August 1998..
 LW2927
 LW2927
 LW2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2927
 LW2927.The geoid height was determined by GEOID03.
 LW2927
 LW2927;                    North         East     Units Scale Factor Converg.
 LW2927;SPC RI       -    39,791.754   101,955.026   MT  0.99999380   +0 00 55.7
 LW2927;SPC RI       -   130,550.11    334,497.45   sFT  0.99999380   +0 00 55.7
 LW2927;UTM  19      - 4,590,744.270   293,101.971   MT  1.00012683   -1 38 23.1
 LW2927
 LW2927                          SUPERSEDED SURVEY CONTROL
 LW2927
 LW2927  NAD 83(1996)-  41 26 29.85664(N)    071 28 35.78170(W) AD(       ) 4
 LW2927  NAD 83(1992)-  41 26 29.85601(N)    071 28 35.78192(W) AD(       ) 4
 LW2927  NAD 83(1992)-  41 26 29.85514(N)    071 28 35.78178(W) AD(       ) 4
 LW2927  NAD 83(1986)-  41 26 29.85411(N)    071 28 35.78136(W) AD(       ) 4
 LW2927  NAD 27      -  41 26 29.46000(N)    071 28 37.62000(W) AD(       ) 3
 LW2927
 LW2927.Superseded values are not recommended for survey control.
 LW2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2927.See file dsdata.txt to determine how the superseded data were derived.
 LW2927
 LW2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9310290744(NAD 83)
 LW2927
 LW2927  HISTORY     - Date     Condition        Report By
 LW2927  HISTORY     - 1912     MONUMENTED       CGS
 LW2927  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW2927  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW2927
 LW2927                          STATION DESCRIPTION
 LW2927
 LW2927'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2927'THE BUILDING IS IN EXISTENCE AND SO FAR AS I CAN LEARN HAS NEVER
 LW2927'BEEN MOVED OR ALTERED TO ANY EXTENT.
 LW2927'
 LW2927'THERE IS NOTHING TO INDICATE WHAT PART OF THE BUILDING WAS USED AS
 LW2927'A SIGHT.  THERE IS A FLAGSTAFF ON TOP OF THE TOWER.
 LW2927
 LW2927                          STATION RECOVERY (1954)
 LW2927
 LW2927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2927'THE BUILDING REMAINS AS PER 1934 RECOVERY NOTE.  HOWEVER, THERE IS
 LW2927'NOTHING CONSPICUOUS ABOUT THE BUILDING, AND A RECOVERY OF THE
 LW2927'STATION COULD NOT BE MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2233 ***********************************************************************
 LW2233  DESIGNATION -  TOWESETT 1843
 LW2233  PID         -  LW2233
 LW2233  STATE/COUNTY-  RI/BRISTOL
 LW2233  USGS QUAD   -  FALL RIVER (1979)
 LW2233
 LW2233                         *CURRENT SURVEY CONTROL
 LW2233  ___________________________________________________________________
 LW2233* NAD 83(1996)-  41 41 59.04706(N)    071 14 32.02207(W)     ADJUSTED  
 LW2233* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LW2233  ___________________________________________________________________
 LW2233  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LW2233  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW2233
 LW2233  HORZ ORDER  -  THIRD
 LW2233
 LW2233.The horizontal coordinates were established by classical geodetic methods
 LW2233.and adjusted by the National Geodetic Survey in August 1998..
 LW2233
 LW2233.The orthometric height was scaled from a topographic map.
 LW2233
 LW2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2233
 LW2233.The geoid height was determined by GEOID03.
 LW2233
 LW2233;                    North         East     Units Scale Factor Converg.
 LW2233;SPC RI       -    68,490.197   121,456.557   MT  0.99999941   +0 10 17.3
 LW2233;SPC RI       -   224,704.92    398,478.72   sFT  0.99999941   +0 10 17.3
 LW2233;SPC MA M     -   827,751.716   221,456.704   MT  1.00000252   +0 10 23.3
 LW2233;SPC MA M     - 2,715,715.42    726,562.54   sFT  1.00000252   +0 10 23.3
 LW2233;UTM  19      - 4,618,868.243   313,427.997   MT  1.00002837   -1 29 31.3
 LW2233
 LW2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2233!SPC RI       -   1.00000296  x   0.99999941  =   1.00000237
 LW2233!SPC MA M     -   1.00000296  x   1.00000252  =   1.00000548
 LW2233!UTM  19      -   1.00000296  x   1.00002837  =   1.00003133
 LW2233
 LW2233:                Primary Azimuth Mark                     Grid Az
 LW2233:SPC RI       -  FALL RIVER TWIN SPIRES 2                 096 21 54.5
 LW2233:SPC MA M     -  FALL RIVER TWIN SPIRES 2                 096 21 48.5
 LW2233:UTM  19      -  FALL RIVER TWIN SPIRES 2                 098 01 43.1
 LW2233
 LW2233|---------------------------------------------------------------------|
 LW2233| PID    Reference Object                     Distance      Geod. Az  |
 LW2233|                                                           dddmmss.s |
 LW2233| LW2279 FALL RIVER TWIN SPIRES 2            APPROX. 9.2 KM 0963211.8 |
 LW2233| LW1616 MOUNT HOPE 2                        APPROX. 2.9 KM 1762713.4 |
 LW2233| LW2338 BRISTOL VETERANS HOME WATER TK      APPROX. 1.9 KM 2164525.5 |
 LW2233|---------------------------------------------------------------------|
 LW2233
 LW2233                          SUPERSEDED SURVEY CONTROL
 LW2233
 LW2233  NAD 83(1996)-  41 41 59.04704(N)    071 14 32.02210(W) AD(       ) 3
 LW2233  NAD 83(1992)-  41 41 59.04532(N)    071 14 32.02093(W) AD(       ) 3
 LW2233  NAD 83(1992)-  41 41 59.04515(N)    071 14 32.02105(W) AD(       ) 3
 LW2233  NAD 83(1986)-  41 41 59.04540(N)    071 14 32.01961(W) AD(       ) 3
 LW2233  NAD 27      -  41 41 58.68200(N)    071 14 33.84400(W) AD(       ) 3
 LW2233
 LW2233.Superseded values are not recommended for survey control.
 LW2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2233.See file dsdata.txt to determine how the superseded data were derived.
 LW2233
 LW2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1342818868(NAD 83)
 LW2233
 LW2233  HISTORY     - Date     Condition        Report By
 LW2233  HISTORY     - 1843     MONUMENTED       COASUR
 LW2233  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2233  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LW2233  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2233  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2233  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2233
 LW2233                          STATION DESCRIPTION
 LW2233
 LW2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2233'STATION IS ON THE SOUTHERN PART OF WARREN NECK, NEAR THE MOUTH AND
 LW2233'ON E SIDE OF KICKAMUIT RIVER, WHICH IS TRIBUTARY TO THE W SIDE OF
 LW2233'MOUNT HOPE BAY.  THE STATION IS IN A CULTIVATED FIELD AND IS
 LW2233'MARKED BY A STANDARD BRASS DISK, CEMENTED IN THE TOP OF A PIECE
 LW2233'OF 4-INCH DRAINPIPE AND SUNK TO THE GROUND LEVEL.  THE LOWER END
 LW2233'OF THIS IS IN THE CENTER OF THE POSITION OCCUPIED BY THE BURIED
 LW2233'EARTHENWARE CONE OF 1843, WHICH WAS ACCIDENTALLY BROKEN, AND IS
 LW2233'SURROUNDED BY A MASS OF CEMENT AND SAND.  A STANDARD REFERENCE
 LW2233'DISK, CEMENTED ON THE TOP OF A SIMILAR PIPE, IS SET 15.27
 LW2233'METERS (50.1 FEET) W OF THE STATION AND JUST BEYOND A STONE
 LW2233'FENCE WHICH IS NEAR THE EDGE OF THE BLUFF OF THE RIVERBANK.
 LW2233
 LW2233                          STATION RECOVERY (1932)
 LW2233
 LW2233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2233'STATION WAS NOT RECOVERED.  IT WAS PROBABLY DESTROYED WHEN A HOUSE
 LW2233'AND LAWN WERE BUILT IN THIS LOCATION.  THE UNDERGROUND MARK, WHICH
 LW2233'WAS NOT SEARCHED FOR, PROBABLY STILL EXISTS.  THE REFERENCE MARK
 LW2233'WAS RECOVERED.
 LW2233
 LW2233                          STATION RECOVERY (1934)
 LW2233
 LW2233'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2233'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  STATION
 LW2233'IS 30.25 FEET SE OF SW CORNER OF PIAZZA AND 42.73 FEET SW OF SE
 LW2233'CORNER OF HOUSE OWNED BY MRS. BEARDSWOOD.  BOTH MARKS IN GOOD
 LW2233'CONDITION.
 LW2233
 LW2233                          STATION RECOVERY (1935)
 LW2233
 LW2233'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2233'UNABLE TO LOCATE THE MARK OF THIS STATION.  FOUND THE REFERENCE
 LW2233'MARK IN EXCELLENT CONDITION.
 LW2233'
 LW2233'THE CULTIVATED FIELD REFERRED TO IN THE DESCRIPTION HAS BEEN
 LW2233'CUT UP INTO BUILDING LOTS.  THE STONE FENCE IS GONE.  THE
 LW2233'REFERENCE DISK IS SET AS DESCRIBED AND IS IN A GARDEN NEAR THE
 LW2233'EDGE OF THE BLUFF.
 LW2233'
 LW2233'STATION MARK, IF WHERE STATED IN THE DESCRIPTION AND AS
 LW2233'INDICATED BY THE ARROW ON THE REFERENCE MARK, SHOULD BE ABOUT IN
 LW2233'THE MIDDLE OF SOMEBODYS LAWN.  THIS BEING A SUMMER COLONY, THERE
 LW2233'WAS NO ONE IN THE HOUSE FROM WHOM I COULD SECURE PERMISSION TO
 LW2233'DIG UP THE LAWN.
 LW2233'
 LW2233'I UNDERSTAND FROM THE R.I.C.S.F. THAT THIS STATION WAS HUNTED
 LW2233'FOR SEVERAL YEARS AGO, AND THAT IT COULD NOT BE FOUND THEN, AND
 LW2233'THAT A NEW STATION WAS ESTABLISHED BY THEIR ENGINEER, WHICH STATION
 LW2233'IS ABOUT 550 FEET S OF THE U.S.C. AND G.S. STATION.
 LW2233
 LW2233                          STATION RECOVERY (1956)
 LW2233
 LW2233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2233'THE STATION WAS NOT RECOVERED.  REFERENCE MARK 1 WAS RECOVERED IN
 LW2233'GOOD CONDITION.  THE POSITION OF THE STATION SHOULD BE IN THE CENTER
 LW2233'OF A LAWN BUT PERMISSION TO SEARCH FOR IT COULD NOT BE SECURED.  A
 LW2233'NEW DESCRIPTION FOR THE REFERENCE MARK FOLLOWS--
 LW2233'
 LW2233'REFERENCE MARK 1 IS LOCATED ON THE S END OF WARREN NECK AND ON
 LW2233'THE MOST W POINT OF THE NECK.  IT IS ON THE PROPERTY OF A
 LW2233'MR. KENDALL WHOSE HOUSE IS KNOWN AS SUNSET POINT AND IS THE THIRD
 LW2233'HOUSE ON THE W SIDE OF CIRCUIT DRIVE (GOING N).  THE HOUSE HAS
 LW2233'A WHITE PICKET FENCE AROUND IT AND A DORMER WITH THREE
 LW2233'WINDOWS.  THE YARD IS SURROUNDED BY SHRUBS.  THE REFERENCE MARK
 LW2233'IS ON THE W SIDE OF THE YARD, 6 FT. S OF A WALK LEADING TO A PIER
 LW2233'AND 1.8 FT. W OF A PICKET FENCE.  IT IS A STANDARD DISK (NOT
 LW2233'STAMPED) SET IN THE TOP OF A 4-IN. TERRA-COTTA PIPE FILLED WITH
 LW2233'CONCRETE, WHICH PROJECTS 3 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3523 ***********************************************************************
 LW3523  DESIGNATION -  TRAIL
 LW3523  PID         -  LW3523
 LW3523  STATE/COUNTY-  RI/WASHINGTON
 LW3523  USGS QUAD   -  SLOCUM (1975)
 LW3523
 LW3523                         *CURRENT SURVEY CONTROL
 LW3523  ___________________________________________________________________
 LW3523* NAD 83(1996)-  41 31 34.27876(N)    071 32 48.30737(W)     ADJUSTED  
 LW3523* NAVD 88     -        98.3    (meters)     323.     (feet)  VERTCON   
 LW3523  ___________________________________________________________________
 LW3523  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 LW3523  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW3523
 LW3523  HORZ ORDER  -  FIRST
 LW3523
 LW3523.The horizontal coordinates were established by classical geodetic methods
 LW3523.and adjusted by the National Geodetic Survey in August 1998..
 LW3523
 LW3523.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3523
 LW3523.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3523
 LW3523.The geoid height was determined by GEOID03.
 LW3523
 LW3523;                    North         East     Units Scale Factor Converg.
 LW3523;SPC RI       -    49,184.161    96,097.981   MT  0.99999394   -0 01 51.6
 LW3523;SPC RI       -   161,365.03    315,281.46   sFT  0.99999394   -0 01 51.6
 LW3523;UTM  19      - 4,600,303.485   287,518.081   MT  1.00015564   -1 41 20.5
 LW3523
 LW3523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3523!SPC RI       -   0.99998932  x   0.99999394  =   0.99998326
 LW3523!UTM  19      -   0.99998932  x   1.00015564  =   1.00014495
 LW3523
 LW3523:                Primary Azimuth Mark                     Grid Az
 LW3523:SPC RI       -  EXETER LADD STATE SCHOOL TANK            002 51 01.8
 LW3523:UTM  19      -  EXETER LADD STATE SCHOOL TANK            004 30 30.7
 LW3523
 LW3523|---------------------------------------------------------------------|
 LW3523| PID    Reference Object                     Distance      Geod. Az  |
 LW3523|                                                           dddmmss.s |
 LW3523| LW3524 EXETER LADD STATE SCHOOL TANK       APPROX. 3.1 KM 0024910.2 |
 LW3523| CB8604 TRAIL RM 1                           16.553 METERS 11240     |
 LW3523| LW0673 MC SPARRAN 4                        APPROX. 8.2 KM 1131819.7 |
 LW3523| LW3031 KINGSTON UNIV OF RI TANK            APPROX. 4.6 KM 1573051.5 |
 LW3523| LW3010 KINGSTON CONG CH SPIRE              APPROX. 5.4 KM 1605102.3 |
 LW3523| CB8605 TRAIL RM 2                           19.876 METERS 26837     |
 LW3523|---------------------------------------------------------------------|
 LW3523
 LW3523                          SUPERSEDED SURVEY CONTROL
 LW3523
 LW3523  NAD 83(1996)-  41 31 34.27776(N)    071 32 48.30662(W) AD(       ) 1
 LW3523  NAD 83(1992)-  41 31 34.27736(N)    071 32 48.30662(W) AD(       ) 1
 LW3523  NAD 83(1992)-  41 31 34.27655(N)    071 32 48.30663(W) AD(       ) 1
 LW3523  NAD 83(1986)-  41 31 34.27642(N)    071 32 48.30643(W) AD(       ) 1
 LW3523  NAD 27      -  41 31 33.91366(N)    071 32 50.08674(W) AD(       ) 1
 LW3523  NGVD 29 (07/19/86)   98.6    (m)          323.     (f) VERT ANG       
 LW3523
 LW3523.Superseded values are not recommended for survey control.
 LW3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3523.See file dsdata.txt to determine how the superseded data were derived.
 LW3523
 LW3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8751800303(NAD 83)
 LW3523_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3523_SETTING: 66 = SET IN ROCK OUTCROP
 LW3523_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3523+STABILITY: POSITION/ELEVATION WELL
 LW3523
 LW3523  HISTORY     - Date     Condition        Report By
 LW3523  HISTORY     - 1969     MONUMENTED       CGS
 LW3523
 LW3523                          STATION DESCRIPTION
 LW3523
 LW3523'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3523'STATION IS LOCATED ABOUT 12-1/2 MILES WEST-NORTHWEST OF NEWPORT,
 LW3523'8-1/2 MILES EAST OF HOPE VALLEY, 6 MILES SOUTHWEST OF WICKFORD,
 LW3523'3-1/4 MILES NORTHWEST OF KINGSTON, 1/4 MILE EAST OF STATE
 LW3523'HIGHWAY 2, ABOUT 1/3 MILE WEST-SOUTHWEST OF A PINE TREE THICKET
 LW3523'AND ON PROPERTY OWNED BY MR. PAUL JARVIS.
 LW3523'
 LW3523'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LW3523'102 ABOUT 1 MILE EAST OF EXETER, GO SOUTH AND SOUTHWEST ON STATE
 LW3523'HIGHWAY 2 FOR 2.3 MILES TO CROSSROAD.  CONTINUE SOUTHWESTERLY ON
 LW3523'STATE HIGHWAY 2 FOR 1.55 MILES TO A WHITE PAINTED HOUSE ON RIGHT
 LW3523'AND MAIL BOX WITH NAME DE RENSIS AND A 15-INCH TRIANGLE BLAZED
 LW3523'OAK TREE ON LEFT.  FROM HERE, TURN LEFT AND FOLLOW TRAIL MADE
 LW3523'BY CLEARING FOR 4-WHEEL DRIVE VEHICLES SOUTHEAST UP HILL FOR
 LW3523'ABOUT 300 FEET.  CONTINUE SOUTHEASTERLY ON CLEARED TRAIL FOR 0.15
 LW3523'MILE, THENCE FOLLOWING SOUTHERLY FOR 0.1 MILE TO A HIGH MOUND
 LW3523'WITH 3 LARGE BOULDERS AND STATION AS DESCRIBED.
 LW3523'
 LW3523'STATION MARK, STAMPED TRAIL 1969, IS SET IN A DRILL HOLE IN A
 LW3523'BEDROCK FORMATION WHICH PROJECTS ABOUT 3 INCHES.  IT IS 36 FEET
 LW3523'WEST-NORTHWEST OF A LARGE BOULDER WHICH PROJECTS ABOUT 6-1/2
 LW3523'FEET, 21 FEET NORTHEAST OF A LARGE BOULDER WHICH PROJECTS ABOUT
 LW3523'10 FEET, 10.5 FEET SOUTHWEST OF AN 8-INCH TRIANGLE BLAZED OAK
 LW3523'TREE AND 5 FEET SOUTHWEST OF A METAL WITNESS POST.
 LW3523'
 LW3523'RM 1, STAMPED TRAIL NO 1 1969, IS CEMENTED IN A DRILL HOLE IN
 LW3523'BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS SET AT THE BASE OF AND
 LW3523'ON WEST SIDE OF A LARGE BOULDER WHICH PROJECTS ABOUT 5 FEET AND IS
 LW3523'13.5 FEET SOUTHEAST OF THE BOULDER WHICH PROJECTS ABOUT 6-1/2
 LW3523'FEET.
 LW3523'
 LW3523'RM 2, STAMPED TRAIL NO 2 1969, IS CEMENTED IN A DRILL HOLE IN
 LW3523'BOULDER WHICH PROJECTS ABOUT 1 FOOT.  IT IS 35.7 FEET NORTHWEST
 LW3523'OF THE LARGE BOULDER WHICH PROJECTS ABOUT 10 FEET, 15 FEET NORTH OF
 LW3523'A 5-INCH PINE TREE AND 2.3 FEET SOUTHEAST OF A METAL WITNESS POST.
 LW3523'
 LW3523'NOTICE--NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 2 BECAUSE
 LW3523'OF LARGE BOULDER DIRECTLY ON LINE.
 LW3523'
 LW3523'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2380 ***********************************************************************
 LW2380  DESIGNATION -  TRIAL COURSE F RNG POLE S END
 LW2380  PID         -  LW2380
 LW2380  STATE/COUNTY-  RI/NEWPORT
 LW2380  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2380
 LW2380                         *CURRENT SURVEY CONTROL
 LW2380  ___________________________________________________________________
 LW2380* NAD 83(1996)-  41 32 50.17818(N)    071 21 39.45179(W)     ADJUSTED  
 LW2380* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW2380  ___________________________________________________________________
 LW2380  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LW2380  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW2380
 LW2380  HORZ ORDER  -  THIRD
 LW2380
 LW2380.The horizontal coordinates were established by classical geodetic methods
 LW2380.and adjusted by the National Geodetic Survey in August 1998..
 LW2380
 LW2380.The orthometric height was scaled from a topographic map.
 LW2380
 LW2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2380
 LW2380.The geoid height was determined by GEOID03.
 LW2380
 LW2380;                    North         East     Units Scale Factor Converg.
 LW2380;SPC RI       -    51,534.014   111,600.888   MT  0.99999541   +0 05 32.0
 LW2380;SPC RI       -   169,074.51    366,143.91   sFT  0.99999541   +0 05 32.0
 LW2380;UTM  19      - 4,602,203.946   303,084.393   MT  1.00007720   -1 33 59.0
 LW2380
 LW2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2380!SPC RI       -   1.00000396  x   0.99999541  =   0.99999937
 LW2380!UTM  19      -   1.00000396  x   1.00007720  =   1.00008116
 LW2380
 LW2380:                Primary Azimuth Mark                     Grid Az
 LW2380:SPC RI       -  DYER ISLAND                              053 03 52.1
 LW2380:UTM  19      -  DYER ISLAND                              054 43 23.1
 LW2380
 LW2380|---------------------------------------------------------------------|
 LW2380| PID    Reference Object                     Distance      Geod. Az  |
 LW2380|                                                           dddmmss.s |
 LW2380| LW2421 DYER ISLAND                         APPROX. 6.5 KM 0530924.1 |
 LW2380| LW2381 TRIAL COURSE R RNG POLE S END        95.086 METERS 26842     |
 LW2380| CB8603 TRIAL COURSE F RNG POLE S END RM                   26909     |
 LW2380|---------------------------------------------------------------------|
 LW2380
 LW2380                          SUPERSEDED SURVEY CONTROL
 LW2380
 LW2380  NAD 83(1996)-  41 32 50.17767(N)    071 21 39.45127(W) AD(       ) 3
 LW2380  NAD 83(1992)-  41 32 50.17660(N)    071 21 39.45107(W) AD(       ) 3
 LW2380  NAD 83(1992)-  41 32 50.17607(N)    071 21 39.45079(W) AD(       ) 3
 LW2380  NAD 83(1986)-  41 32 50.17616(N)    071 21 39.44912(W) AD(       ) 3
 LW2380  NAD 27      -  41 32 49.80900(N)    071 21 41.29200(W) AD(       ) 3
 LW2380
 LW2380.Superseded values are not recommended for survey control.
 LW2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2380.See file dsdata.txt to determine how the superseded data were derived.
 LW2380
 LW2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0308402204(NAD 83)
 LW2380_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2380_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW2380_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW2380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2380
 LW2380  HISTORY     - Date     Condition        Report By
 LW2380  HISTORY     - 1915     MONUMENTED       CGS
 LW2380  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LW2380  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2380  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LW2380
 LW2380                          STATION DESCRIPTION
 LW2380
 LW2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2380'STATION IS ON THE E SHORE OF CONANICUT ISLAND, NARRAGANSETT BAY,
 LW2380'ABOUT 1-1/2 MILES S OF NORTH POINT (CONANICUT LIGHTHOUSE).  THE
 LW2380'STATION IS ABOUT 30 FEET FROM HIGH WATER, IN A STONY FIELD AND
 LW2380'IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE IN THE TOP
 LW2380'OF A TILE AS DESCRIBED IN NOTE 6A.  THIS CONSTITUTES THE FRONT
 LW2380'RANGE FOR THE S END OF A SPEED-TRIAL COURSE.  THE REAR RANGE,
 LW2380'SIMILARLY MARKED, IS 93.94 METERS (308.20 FEET) TO THE
 LW2380'WESTWARD.  A REFERENCE MARK, A STANDARD BRONZE DISK SET IN
 LW2380'CONCRETE IN THE TOP OF A TILE AS DESCRIBED IN NOTE 13A, IS 38.75
 LW2380'METERS (127.13 FEET) TO THE WESTWARD OF THE FRONT RANGE STATION.
 LW2380
 LW2380                          STATION RECOVERY (1932)
 LW2380
 LW2380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2380'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  THE DRAIN
 LW2380'TILE HAD BEEN BROKEN OFF AND REMOVED FROM THE GROUND.  THE STATION
 LW2380'WAS RE-MARKED WITH AN IRREGULAR MASS OF CONCRETE AND A STANDARD
 LW2380'DISK STAMPED TRIAL 1915 MARKS THE STATION.
 LW2380
 LW2380                          STATION RECOVERY (1956)
 LW2380
 LW2380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2380'THE STATION COULD NOT BE FOUND.  A RED-AND-WHITE BANDED 6-IN.
 LW2380'SQUARE POLE NEAR THE FRONT RANGE BEACON NOW MARKS THE FRONT RANGE
 LW2380'POLE OF SPEED TRIAL COURSE.  THE BASE IS EMBEDDED IN CONCRETE.  NO
 LW2380'EVIDENCE OF A DISK COULD BE FOUND, AND NO EVIDENCE OF THE
 LW2380'REFERENCE MARK COULD BE FOUND.
 LW2380
 LW2380                          STATION RECOVERY (1964)
 LW2380
 LW2380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 LW2380'NOT RECOVERED.  NO DISKS WERE FOUND IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2381 ***********************************************************************
 LW2381  DESIGNATION -  TRIAL COURSE R RNG POLE S END
 LW2381  PID         -  LW2381
 LW2381  STATE/COUNTY-  RI/NEWPORT
 LW2381  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2381
 LW2381                         *CURRENT SURVEY CONTROL
 LW2381  ___________________________________________________________________
 LW2381* NAD 83(1996)-  41 32 50.10833(N)    071 21 43.55343(W)     ADJUSTED  
 LW2381* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 LW2381  ___________________________________________________________________
 LW2381  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LW2381  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW2381
 LW2381  HORZ ORDER  -  THIRD
 LW2381
 LW2381.The horizontal coordinates were established by classical geodetic methods
 LW2381.and adjusted by the National Geodetic Survey in August 1998..
 LW2381
 LW2381.The orthometric height was scaled from a topographic map.
 LW2381
 LW2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2381
 LW2381.The geoid height was determined by GEOID03.
 LW2381
 LW2381;                    North         East     Units Scale Factor Converg.
 LW2381;SPC RI       -    51,531.707   111,505.830   MT  0.99999538   +0 05 29.3
 LW2381;SPC RI       -   169,066.94    365,832.04   sFT  0.99999538   +0 05 29.3
 LW2381;UTM  19      - 4,602,204.391   302,989.300   MT  1.00007767   -1 34 01.7
 LW2381
 LW2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2381!SPC RI       -   1.00000286  x   0.99999538  =   0.99999824
 LW2381!UTM  19      -   1.00000286  x   1.00007767  =   1.00008053
 LW2381
 LW2381                          SUPERSEDED SURVEY CONTROL
 LW2381
 LW2381  NAD 83(1996)-  41 32 50.10782(N)    071 21 43.55291(W) AD(       ) 3
 LW2381  NAD 83(1992)-  41 32 50.10676(N)    071 21 43.55270(W) AD(       ) 3
 LW2381  NAD 83(1992)-  41 32 50.10622(N)    071 21 43.55242(W) AD(       ) 3
 LW2381  NAD 83(1986)-  41 32 50.10631(N)    071 21 43.55077(W) AD(       ) 3
 LW2381  NAD 27      -  41 32 49.74000(N)    071 21 45.34400(W) AD(       ) 3
 LW2381
 LW2381.Superseded values are not recommended for survey control.
 LW2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2381.See file dsdata.txt to determine how the superseded data were derived.
 LW2381
 LW2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0298902204(NAD 83)
 LW2381_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2381_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW2381_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW2381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2381
 LW2381  HISTORY     - Date     Condition        Report By
 LW2381  HISTORY     - 1915     MONUMENTED       CGS
 LW2381  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2381  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LW2381
 LW2381                          STATION DESCRIPTION
 LW2381
 LW2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2381'THIS POINT CONSTITUTES THE REAR RANGE FOR THE S END OF THE
 LW2381'SPEED-TRIAL COURSE AND IS 93.94 METERS (308.20 FEET) W OF TRIAL
 LW2381'COURSE, FRONT RANGE POLE AT SOUTH END OF.  MARK IS A STANDARD
 LW2381'BRONZE DISK SET IN CONCRETE IN TOP OF A TILE AS DESCRIBED IN NOTE
 LW2381'6A.
 LW2381
 LW2381                          STATION RECOVERY (1956)
 LW2381
 LW2381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2381'THE STATION COULD NOT BE FOUND.  THE BASE OF AN 8- BY 10-IN. POLE
 LW2381'EMBEDDED IN THE GROUND AND BROKEN OFF AT A HEIGHT OF 4 FT. WAS
 LW2381'FOUND WITH A 2X10 PLANK NAILED TO ITS BACK OR W SIDE, AND A
 LW2381'TRIANGULAR SIGNAL NEAR THE GROUND.  NO EVIDENCE OF A DISK COULD
 LW2381'BE FOUND AT ITS BASE.  THE DISTANCES WAS MEASURED WITH A STEEL
 LW2381'TAPE FROM THE FRONT RANGE POLE AND FOUND TO BE 300.0 FT.
 LW2381'
 LW2381'IT IS LOCATED ON THE E SIDE OF CONANICUT ISLAND ABOUT 1-1/2 MI. S
 LW2381'OF ITS N END, AND 320 FT. W OF THE MEAN HIGH-WATERLINE.
 LW2381
 LW2381                          STATION RECOVERY (1964)
 LW2381
 LW2381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 LW2381'NOT RECOVERED.  NO MARKS WERE FOUND IN THE AREA, SEARCH WAS
 LW2381'HAMPERED BY PATCHES OF SNOW AND FROZEN EARTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2387 ***********************************************************************
 LW2387  DESIGNATION -  TRIAL COURSE R RNG POLE N END
 LW2387  PID         -  LW2387
 LW2387  STATE/COUNTY-  RI/NEWPORT
 LW2387  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2387
 LW2387                         *CURRENT SURVEY CONTROL
 LW2387  ___________________________________________________________________
 LW2387* NAD 83(1996)-  41 33 47.65957(N)    071 21 47.00629(W)     ADJUSTED  
 LW2387* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW2387  ___________________________________________________________________
 LW2387  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 LW2387  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW2387
 LW2387  HORZ ORDER  -  THIRD
 LW2387
 LW2387.The horizontal coordinates were established by classical geodetic methods
 LW2387.and adjusted by the National Geodetic Survey in August 1998..
 LW2387
 LW2387.The orthometric height was scaled from a topographic map.
 LW2387
 LW2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2387
 LW2387.The geoid height was determined by GEOID03.
 LW2387
 LW2387;                    North         East     Units Scale Factor Converg.
 LW2387;SPC RI       -    53,307.099   111,422.990   MT  0.99999536   +0 05 27.1
 LW2387;SPC RI       -   174,891.71    365,560.26   sFT  0.99999536   +0 05 27.1
 LW2387;UTM  19      - 4,603,981.584   302,957.888   MT  1.00007782   -1 34 05.8
 LW2387
 LW2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2387!SPC RI       -   1.00000348  x   0.99999536  =   0.99999884
 LW2387!UTM  19      -   1.00000348  x   1.00007782  =   1.00008130
 LW2387
 LW2387                          SUPERSEDED SURVEY CONTROL
 LW2387
 LW2387  NAD 83(1996)-  41 33 47.65904(N)    071 21 47.00587(W) AD(       ) 3
 LW2387  NAD 83(1992)-  41 33 47.65801(N)    071 21 47.00551(W) AD(       ) 3
 LW2387  NAD 83(1992)-  41 33 47.65747(N)    071 21 47.00522(W) AD(       ) 3
 LW2387  NAD 83(1986)-  41 33 47.65764(N)    071 21 47.00351(W) AD(       ) 3
 LW2387  NAD 27      -  41 33 47.29000(N)    071 21 48.81600(W) AD(       ) 3
 LW2387
 LW2387.Superseded values are not recommended for survey control.
 LW2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2387.See file dsdata.txt to determine how the superseded data were derived.
 LW2387
 LW2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0295803982(NAD 83)
 LW2387_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2387_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LW2387_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LW2387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2387
 LW2387  HISTORY     - Date     Condition        Report By
 LW2387  HISTORY     - 1915     MONUMENTED       CGS
 LW2387  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2387  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LW2387
 LW2387                          STATION DESCRIPTION
 LW2387
 LW2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2387'THIS STATION IS THE REAR RANGE OF THE N END OF THE SPEED-TRIAL
 LW2387'COURSE AND IS 77.85 METERS (255.41 FEET) FROM TRIAL COURSE, FRONT
 LW2387'RANGE POLE AT NORTH END OF.  BOTH STATIONS ARE MARKED BY A STANDARD
 LW2387'BRONZE DISK SET IN CONCRETE IN TOPS OF TILES, AS DESCRIBED IN
 LW2387'NOTE 6A.  THE STATION IS ABOUT 15 FEET EASTWARD FROM AN OLD
 LW2387'GRASS-GROWN ROAD RUNNING PARALLEL TO THE SHORE.
 LW2387
 LW2387                          STATION RECOVERY (1956)
 LW2387
 LW2387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2387'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS ON
 LW2387'THE E SHORE OF CONANICUT ISLAND ABOUT 1/2 MI. S FROM ITS NE END,
 LW2387'271 FT. W OF THE HIGH-WATERLINE, 153.18 FT. (46.689 M) W-SW OF
 LW2387'STATION OUT 1956, 71.8 FT. NE OF A 15-IN. OAK TREE, AND 60.3 FT.
 LW2387'SE OF A 24-IN. OAK TREE.
 LW2387'
 LW2387'A STANDARD TRIANGULATION DISK (UNSTAMPED) SET IN THE TOP OF A
 LW2387'6-IN. TILE FILLED WITH CONCRETE AND PROJECTING 3 IN. ABOVE GROUND.
 LW2387
 LW2387                          STATION RECOVERY (1964)
 LW2387
 LW2387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 LW2387'NOT RECOVERED.  JUST SOUTHWEST OF A NEW COTTAGE, IT MAY BE COVERED
 LW2387'WITH FROZEN EARTH FROM RECENT GRADING.  A STANDARD DISK SET IN
 LW2387'CONCRETE-FILLED TILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3311 ***********************************************************************
 LW3311  DESIGNATION -  TRUMBELL FLAGPOLE
 LW3311  PID         -  LW3311
 LW3311  STATE/COUNTY-  RI/WASHINGTON
 LW3311  USGS QUAD   -  WATCH HILL (1984)
 LW3311
 LW3311                         *CURRENT SURVEY CONTROL
 LW3311  ___________________________________________________________________
 LW3311* NAD 83(1996)-  41 19 09.59918(N)    071 51 22.23629(W)     ADJUSTED  
 LW3311* NAVD 88     -                                                        
 LW3311  ___________________________________________________________________
 LW3311  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 LW3311  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3311
 LW3311  HORZ ORDER  -  THIRD
 LW3311
 LW3311.The horizontal coordinates were established by classical geodetic methods
 LW3311.and adjusted by the National Geodetic Survey in August 1998..
 LW3311
 LW3311
 LW3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3311
 LW3311.The geoid height was determined by GEOID03.
 LW3311
 LW3311;                    North         East     Units Scale Factor Converg.
 LW3311;SPC RI       -    26,270.653    70,178.263   MT  1.00000469   -0 14 06.6
 LW3311;SPC RI       -    86,189.63    230,243.18   sFT  1.00000469   -0 14 06.6
 LW3311;SPC CT       -   206,761.203   379,636.395   MT  0.99999010   +0 35 33.6
 LW3311;SPC CT       -   678,349.05  1,245,523.74   sFT  0.99999010   +0 35 33.6
 LW3311;UTM  19      - 4,578,142.928   260,941.377   MT  1.00030338   -1 53 12.1
 LW3311
 LW3311                          SUPERSEDED SURVEY CONTROL
 LW3311
 LW3311  NAD 83(1992)-  41 19 09.59787(N)    071 51 22.23550(W) AD(       ) 4
 LW3311  NAD 83(1986)-  41 19 09.59720(N)    071 51 22.23799(W) AD(       ) 4
 LW3311  NAD 27      -  41 19 09.24000(N)    071 51 23.99200(W) AD(       ) 3
 LW3311
 LW3311.Superseded values are not recommended for survey control.
 LW3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3311.See file dsdata.txt to determine how the superseded data were derived.
 LW3311
 LW3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6094178143(NAD 83)
 LW3311_MARKER: 62 = FLAGPOLE
 LW3311
 LW3311  HISTORY     - Date     Condition        Report By
 LW3311  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3311  HISTORY     - 1954     GOOD             CGS
 LW3311  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LW3311
 LW3311                          STATION DESCRIPTION
 LW3311
 LW3311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3311'THE FLAGPOLE IS ON THE E BANK OF THE PAWCATUCK RIVER OPPOSITE
 LW3311'THE S END OF PAWCATUCK POINT AND IN FRONT OF A LARGE 1 1/2-STORY
 LW3311'STUCCO BUILDING THAT HAS A LARGE OVER-HANGING ROOF ON THE W SIDE
 LW3311'THAT IS SUPPORTED BY 4 FIELD STONE COLUMNS.  THERE IS A FIELD
 LW3311'STONE RETAINING WALL ON THE N, S, AND W SIDES.  THE FLAGPOLE IS
 LW3311'ABOUT 50 FEET W OF THE WALL AND IS SUPPORTED BY TWO POSTS SET
 LW3311'IN A CIRCULAR CONCRETE BASE.  S OF THE HOUSE IS A FLOWER
 LW3311'GARDEN WITH A STONE FENCE AROUND IT.
 LW3311'
 LW3311'THE STATION IS THE CENTER LINE OF THE POLE.  HEIGHT ABOUT 70 FEET.
 LW3311
 LW3311                          STATION RECOVERY (1954)
 LW3311
 LW3311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3311'STATION RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE AND
 LW3311'CORRECT.
 LW3311
 LW3311                          STATION RECOVERY (1984)
 LW3311
 LW3311'RECOVERY NOTE BY US POWER SQUADRON 1984 (BAM)
 LW3311'THE STATION IS LOST.  PRESENT OWNER OF THE ESTATE, MR. THOMPSON,
 LW3311'SON OF FORMER OWNER, REPORTED THAT FLAGPOLE WAS DESTROYED IN A
 LW3311'STORM MANY YEARS AGO AND WAS NEVER REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0766 ***********************************************************************
 LW0766  DESIGNATION -  TT 3 WO
 LW0766  PID         -  LW0766
 LW0766  STATE/COUNTY-  RI/WASHINGTON
 LW0766  USGS QUAD   -  CAROLINA (1970)
 LW0766
 LW0766                         *CURRENT SURVEY CONTROL
 LW0766  ___________________________________________________________________
 LW0766* NAD 83(1986)-  41 25 37.     (N)    071 41 41.     (W)     SCALED    
 LW0766* NAVD 88     -        14.502  (meters)      47.58   (feet)  ADJUSTED  
 LW0766  ___________________________________________________________________
 LW0766  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW0766  DYNAMIC HT  -          14.497 (meters)      47.56  (feet)  COMP
 LW0766  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 LW0766
 LW0766  VERT ORDER  -  FIRST     CLASS I
 LW0766
 LW0766.The horizontal coordinates were scaled from a topographic map and have
 LW0766.an estimated accuracy of +/- 6 seconds.
 LW0766
 LW0766.The orthometric height was determined by differential leveling
 LW0766.and adjusted by the National Geodetic Survey in June 1991..
 LW0766
 LW0766.The geoid height was determined by GEOID03.
 LW0766
 LW0766.The dynamic height is computed by dividing the NAVD 88
 LW0766.geopotential number by the normal gravity value computed on the
 LW0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0766.degrees latitude (g = 980.6199 gals.).
 LW0766
 LW0766.The modeled gravity was interpolated from observed gravity values.
 LW0766
 LW0766;                    North         East    Units  Estimated Accuracy
 LW0766;SPC RI       -    38,180.       83,720.      MT  (+/- 180 meters Scaled)
 LW0766
 LW0766                          SUPERSEDED SURVEY CONTROL
 LW0766
 LW0766  NGVD 29 (??/??/92)   14.778  (m)           48.48   (f) ADJ UNCH    1 1
 LW0766
 LW0766.Superseded values are not recommended for survey control.
 LW0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0766.See file dsdata.txt to determine how the superseded data were derived.
 LW0766
 LW0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF748896(NAD 83)
 LW0766_MARKER: DD = SURVEY DISK
 LW0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0766_SP_SET: CULVERT
 LW0766_STAMPING: TT 3 WO 1941
 LW0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0766
 LW0766  HISTORY     - Date     Condition        Report By
 LW0766  HISTORY     - 1941     MONUMENTED       USGS
 LW0766  HISTORY     - 1965     GOOD             NGS
 LW0766  HISTORY     - 1969     GOOD             NGS
 LW0766  HISTORY     - 1984     GOOD             USPSQD
 LW0766  HISTORY     - 1988     GOOD             USPSQD
 LW0766  HISTORY     - 1988     GOOD             USPSQD
 LW0766  HISTORY     - 1989     GOOD             USPSQD
 LW0766  HISTORY     - 1990     GOOD             USPSQD
 LW0766
 LW0766                          STATION DESCRIPTION
 LW0766
 LW0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0766'0.8 MI S FROM WOOD RIVER JUNCTION.
 LW0766'0.75 MILE SOUTH ALONG NARRAGANSETT TRAIL AND KING FACTORY
 LW0766'ROAD FROM THE INTERSECTION OF STATE HIGHWAY 91 AT WOOD RIVER
 LW0766'JUNCTION, 0.05 MILE NORTH OF THE JUNCTION OF SHUMUNKANUC HILL
 LW0766'ROAD, SET ON THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 LW0766'CONCRETE HEAD WALL OF A DOUBLE 4-FOOT PIPE CULVERT UNDER THE
 LW0766'ROAD FOR CEDAR SWAMP BROOK, 12 FEET NORTHWEST OF THE CENTER LINE
 LW0766'OF THE ROAD AND ABOUT LEVEL WITH THE ROAD.
 LW0766
 LW0766                          STATION RECOVERY (1969)
 LW0766
 LW0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0766'RECOVERED IN GOOD CONDITION.
 LW0766
 LW0766                          STATION RECOVERY (1984)
 LW0766
 LW0766'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0766'RECOVERED IN GOOD CONDITION.
 LW0766
 LW0766                          STATION RECOVERY (1988)
 LW0766
 LW0766'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0766'RECOVERED IN GOOD CONDITION.
 LW0766
 LW0766                          STATION RECOVERY (1988)
 LW0766
 LW0766'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0766'RECOVERED IN GOOD CONDITION.
 LW0766
 LW0766                          STATION RECOVERY (1989)
 LW0766
 LW0766'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0766'RECOVERED IN GOOD CONDITION.
 LW0766
 LW0766                          STATION RECOVERY (1990)
 LW0766
 LW0766'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5729 ***********************************************************************
 LW5729  DESIGNATION -  TUCKAHOE
 LW5729  PID         -  LW5729
 LW5729  STATE/COUNTY-  RI/WASHINGTON
 LW5729  USGS QUAD   -  SLOCUM (1975)
 LW5729
 LW5729                         *CURRENT SURVEY CONTROL
 LW5729  ___________________________________________________________________
 LW5729* NAD 83(1996)-  41 31 02.74709(N)    071 31 23.20335(W)     ADJUSTED  
 LW5729* NAVD 88     -        40.1    (meters)     132.     (feet)  VERTCON   
 LW5729  ___________________________________________________________________
 LW5729  X           -   1,515,744.104 (meters)                     COMP
 LW5729  Y           -  -4,536,161.738 (meters)                     COMP
 LW5729  Z           -   4,205,628.444 (meters)                     COMP
 LW5729  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 LW5729  ELLIP HEIGHT-           9.87  (meters)          (06/13/02) GPS OBS
 LW5729  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW5729
 LW5729  HORZ ORDER  -  FIRST
 LW5729  ELLP ORDER  -  FOURTH    CLASS II
 LW5729
 LW5729.The horizontal coordinates were established by GPS observations
 LW5729.and adjusted by the National Geodetic Survey in August 1998..
 LW5729
 LW5729.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5729
 LW5729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5729
 LW5729.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5729
 LW5729.The ellipsoidal height was determined by GPS observations
 LW5729.and is referenced to NAD 83.
 LW5729
 LW5729.The geoid height was determined by GEOID03.
 LW5729
 LW5729;                    North         East     Units Scale Factor Converg.
 LW5729;SPC RI       -    48,210.582    98,070.763   MT  0.99999380   -0 00 55.2
 LW5729;SPC RI       -   158,170.88    321,753.83   sFT  0.99999380   -0 00 55.2
 LW5729;UTM  19      - 4,599,273.077   289,462.175   MT  1.00014552   -1 40 23.0
 LW5729
 LW5729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5729!SPC RI       -   0.99999845  x   0.99999380  =   0.99999225
 LW5729!UTM  19      -   0.99999845  x   1.00014552  =   1.00014397
 LW5729
 LW5729                          SUPERSEDED SURVEY CONTROL
 LW5729
 LW5729  ELLIP H (08/17/98)    9.88   (m)                       GP(       ) 4 1
 LW5729  NAD 83(1996)-  41 31 02.74618(N)    071 31 23.20256(W) AD(       ) 1
 LW5729  NAD 83(1992)-  41 31 02.74563(N)    071 31 23.20262(W) AD(       ) 1
 LW5729  ELLIP H (01/17/96)    9.83   (m)                       GP(       ) 4 2
 LW5729  NAD 83(1992)-  41 31 02.74501(N)    071 31 23.20238(W) AD(       ) 1
 LW5729  NAD 83(1986)-  41 31 02.74474(N)    071 31 23.20175(W) AD(       ) 1
 LW5729  NGVD 29 (07/21/92)   40.4    (m)          133.     (f) GPS OBS        
 LW5729
 LW5729.Superseded values are not recommended for survey control.
 LW5729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5729.See file dsdata.txt to determine how the superseded data were derived.
 LW5729
 LW5729_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8946299273(NAD 83)
 LW5729_MARKER: I = METAL ROD
 LW5729_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LW5729_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LW5729_STAMPING: TUCKAHOE 1987
 LW5729_MARK LOGO: AEROS 
 LW5729_PROJECTION: FLUSH
 LW5729_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW5729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5729+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LW5729_ROD/PIPE-DEPTH: 31.7 meters
 LW5729_SLEEVE-DEPTH  : 0 meters
 LW5729
 LW5729  HISTORY     - Date     Condition        Report By
 LW5729  HISTORY     - 1987     MONUMENTED       AEROS
 LW5729  HISTORY     - 19940901 GOOD             USPSQD
 LW5729  HISTORY     - 19971001 GOOD             USPSQD
 LW5729  HISTORY     - 20060703 MARK NOT FOUND   USPSQD
 LW5729
 LW5729                          STATION DESCRIPTION
 LW5729
 LW5729'DESCRIBED BY AERO SERVICE CORPORATION 1987
 LW5729'THE MARK IS ABOUT 3.0 KM (1.85 MI) NORTH OF THE UNIVERSITY OF RHODE
 LW5729'ISLAND (URI), AND 1.6 KM (1.00 MI) SOUTH OF SLOCUM RI, AND WITHIN THE
 LW5729'TOWN OF EXETER
 LW5729'TO REACH THE MARK FROM THE SLOCUM GRANGE IN SLOCUM, GO SOUTH ON SLOCUM
 LW5729'ROAD 1.6 KM (1.00 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON
 LW5729'THE PAVED ROAD TO ITS TERMINUS AT THE RAIL ROAD.  NOTE TUCKAHOE TURF
 LW5729'FARMS BLUILDING ON THE LEFT.  THE MARK IS JUST NORTHWEST OF A STEEL
 LW5729'RAIL BARRICADE AT THE END OF THE ROAD AND NEAR THE THE NORTHEAST END
 LW5729'OF THE BARRICADE.
 LW5729'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LW5729
 LW5729                          STATION RECOVERY (1994)
 LW5729
 LW5729'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5729'RECOVERED IN GOOD CONDITION.
 LW5729
 LW5729                          STATION RECOVERY (1997)
 LW5729
 LW5729'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5729'RECOVERED IN GOOD CONDITION.
 LW5729
 LW5729                          STATION RECOVERY (2006)
 LW5729
 LW5729'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW5729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1446 ***********************************************************************
 LW1446  DESIGNATION -  TUNK
 LW1446  PID         -  LW1446
 LW1446  STATE/COUNTY-  RI/PROVIDENCE
 LW1446  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1446
 LW1446                         *CURRENT SURVEY CONTROL
 LW1446  ___________________________________________________________________
 LW1446* NAD 83(1996)-  41 45 10.12402(N)    071 37 09.21835(W)     ADJUSTED  
 LW1446* NAVD 88     -       164.167  (meters)     538.60   (feet)  ADJUSTED  
 LW1446  ___________________________________________________________________
 LW1446  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LW1446  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1446  DYNAMIC HT  -         164.112 (meters)     538.42  (feet)  COMP
 LW1446  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 LW1446
 LW1446  HORZ ORDER  -  FIRST
 LW1446  VERT ORDER  -  SECOND    CLASS 0
 LW1446
 LW1446.The horizontal coordinates were established by classical geodetic methods
 LW1446.and adjusted by the National Geodetic Survey in August 1998..
 LW1446
 LW1446.The orthometric height was determined by differential leveling
 LW1446.and adjusted by the National Geodetic Survey in June 1991..
 LW1446
 LW1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1446
 LW1446.The geoid height was determined by GEOID03.
 LW1446
 LW1446.The dynamic height is computed by dividing the NAVD 88
 LW1446.geopotential number by the normal gravity value computed on the
 LW1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1446.degrees latitude (g = 980.6199 gals.).
 LW1446
 LW1446.The modeled gravity was interpolated from observed gravity values.
 LW1446
 LW1446;                    North         East     Units Scale Factor Converg.
 LW1446;SPC RI       -    74,360.070    90,083.850   MT  0.99999496   -0 04 45.8
 LW1446;SPC RI       -   243,963.00    295,550.10   sFT  0.99999496   -0 04 45.8
 LW1446;UTM  19      - 4,625,647.650   282,235.634   MT  1.00018359   -1 44 41.6
 LW1446
 LW1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1446!SPC RI       -   0.99997894  x   0.99999496  =   0.99997390
 LW1446!UTM  19      -   0.99997894  x   1.00018359  =   1.00016252
 LW1446
 LW1446:                Primary Azimuth Mark                     Grid Az
 LW1446:SPC RI       -  TUNK HILL FIRE TOWER                     050 34 22.5
 LW1446:UTM  19      -  TUNK HILL FIRE TOWER                     052 14 18.3
 LW1446
 LW1446|---------------------------------------------------------------------|
 LW1446| PID    Reference Object                     Distance      Geod. Az  |
 LW1446|                                                           dddmmss.s |
 LW1446| LW3499 TUNK HILL FIRE TOWER                APPROX. 0.7 KM 0502936.7 |
 LW1446| LW1445 TUNK RM 2                            42.627 METERS 08133     |
 LW1446| LW1447 TUNK RM 3                            82.378 METERS 15555     |
 LW1446| LW3508 HOWARD                              APPROX. 8.2 KM 2732146.5 |
 LW1446| LW3505 CHOPMIST HILL FIRE TOWER            APPROX.10.7 KM 3365027.0 |
 LW1446| LW1448 TUNK RM 1                            23.343 METERS 35208     |
 LW1446|---------------------------------------------------------------------|
 LW1446
 LW1446                          SUPERSEDED SURVEY CONTROL
 LW1446
 LW1446  NAD 83(1996)-  41 45 10.12342(N)    071 37 09.21815(W) AD(       ) 1
 LW1446  NAD 83(1992)-  41 45 10.12275(N)    071 37 09.21754(W) AD(       ) 1
 LW1446  NAD 83(1992)-  41 45 10.12244(N)    071 37 09.21779(W) AD(       ) 1
 LW1446  NAD 83(1986)-  41 45 10.12244(N)    071 37 09.21742(W) AD(       ) 1
 LW1446  NAD 27      -  41 45 09.76337(N)    071 37 10.98461(W) AD(       ) 1
 LW1446  NGVD 29 (??/??/92)  164.414  (m)          539.41   (f) ADJ UNCH    2 0
 LW1446
 LW1446.Superseded values are not recommended for survey control.
 LW1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1446.See file dsdata.txt to determine how the superseded data were derived.
 LW1446
 LW1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8223625648(NAD 83)
 LW1446_MARKER: DS = TRIANGULATION STATION DISK
 LW1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1446_STAMPING: TUNK 1968
 LW1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1446+STABILITY: SURFACE MOTION
 LW1446
 LW1446  HISTORY     - Date     Condition        Report By
 LW1446  HISTORY     - 1968     MONUMENTED       CGS
 LW1446  HISTORY     - 1969     GOOD             NGS
 LW1446
 LW1446                          STATION DESCRIPTION
 LW1446
 LW1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW1446'STATION IS LOCATED ABOUT 6-3/4 MILES NORTHWEST OF WEST WARWICK, 5
 LW1446'MILES SOUTHWEST OF NORTH SCITUATE, 2-3/4 MILES SOUTHEAST OF
 LW1446'CLAYVILLE, AT A HISTORICAL CEMETERY ON STATE HIGHWAY 12
 LW1446'(TUNK HILL ROAD) AND ON PROPERTY OWNED BY W.T. BARNES WHO
 LW1446'LIVES IN A RED HOUSE ABOUT 0.15 MILE SOUTHEAST OF STATION.
 LW1446'
 LW1446'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12 AND
 LW1446'102 ABOUT 3/4 MILE NORTHEAST OF CLAYVILLE, GO SOUTHEAST
 LW1446'ON HIGHWAY 12 (TUNK HILL ROAD) FOR 3.75 MILES TO A
 LW1446'HISTORICAL CEMETERY ON RIGHT AND STATION ON RIGHT AS DESCRIBED.
 LW1446'
 LW1446'ALL MARKS ARE STANDARD DISKS.
 LW1446'
 LW1446'STATION MARK, STAMPED TUNK 1968 IS SET IN A ROUND CONCRETE POST
 LW1446'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 107 FEET
 LW1446'SOUTH-SOUTHWEST OF CENTER OF HIGHWAY 12, 105 FEET SOUTHWEST
 LW1446'OF A POWER POLE, 81.5 FEET SOUTH OF THE NORTHEAST CORNER OF
 LW1446'CEMETERY, 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 LW1446'AND 37.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 LW1446'CEMETERY.
 LW1446'
 LW1446'RM 1, STAMPED TUNK NO 1 1968 IS SET IN A ROUND CONCRETE POST WHICH
 LW1446'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET
 LW1446'SOUTH-SOUTHWEST OF CENTER OF HIGHWAY 12, 5 FEET SOUTH-SOUTHEAST
 LW1446'OF THE NORTHEAST CORNER OF CEMETERY AND 1 FOOT EAST OF CEMETERY
 LW1446'FENCE.
 LW1446'
 LW1446'RM 2, STAMPED TUNK NO 2 1968 IS SET IN A ROUND CONCRETE
 LW1446'POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 LW1446'SURFACE.  IT IS 84.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 LW1446'OF A HOUSE, 56 FEET SOUTH OF CENTER OF HIGHWAY 12 AND 14
 LW1446'FEET EAST OF CENTER OF A DRIVEWAY.
 LW1446'
 LW1446'RM 3, STAMPED TUNK NO 3 1968 IS SET IN A ROUND CONCRETE
 LW1446'POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 LW1446'SURFACE.  IT IS 177 FEET SOUTH OF THE SOUTHWEST CORNER
 LW1446'OF A HOUSE, 23 FEET EAST OF A TWIN TRUNK EVERGREEN TREE
 LW1446'AND 2.3 FEET NORTH OF A METAL WITNESS POST.
 LW1446'
 LW1446'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW1446
 LW1446                          STATION RECOVERY (1969)
 LW1446
 LW1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1446'4.8 MI E FROM CLAYVILLE.
 LW1446'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1446'CLAYVILLE CHURCH AT CLAYVILLE, THENCE 3.75 MILES SOUTHEAST ALONG
 LW1446'STATE HIGHWAY 12, ON THE TOP OF A HIGH HILL, 106 FEET SOUTHWEST
 LW1446'OF THE CENTER LINE OF THE HIGHWAY, 56.7 FEET NORTH OF THE NORTH
 LW1446'CORNER OF THE NORTHEAST WING OF A ONE-STORY FRAME HOUSE, 37.6
 LW1446'FEET SOUTH OF THE SOUTH CORNER OF A CHAIN LINK FENCE AROUND A
 LW1446'SMALL CEMETERY, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 LW1446'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3499 ***********************************************************************
 LW3499  DESIGNATION -  TUNK HILL FIRE TOWER
 LW3499  PID         -  LW3499
 LW3499  STATE/COUNTY-  RI/PROVIDENCE
 LW3499  USGS QUAD   -  NORTH SCITUATE (1975)
 LW3499
 LW3499                         *CURRENT SURVEY CONTROL
 LW3499  ___________________________________________________________________
 LW3499* NAD 83(1996)-  41 45 23.65829(N)    071 36 47.29558(W)     ADJUSTED  
 LW3499* NAVD 88     -                                                        
 LW3499  ___________________________________________________________________
 LW3499  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 LW3499  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW3499
 LW3499  HORZ ORDER  -  THIRD
 LW3499
 LW3499.The horizontal coordinates were established by classical geodetic methods
 LW3499.and adjusted by the National Geodetic Survey in August 1998..
 LW3499
 LW3499
 LW3499.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3499
 LW3499.The geoid height was determined by GEOID03.
 LW3499
 LW3499;                    North         East     Units Scale Factor Converg.
 LW3499;SPC RI       -    74,776.948    90,590.877   MT  0.99999484   -0 04 31.2
 LW3499;SPC RI       -   245,330.70    297,213.57   sFT  0.99999484   -0 04 31.2
 LW3499;UTM  19      - 4,626,049.690   282,754.660   MT  1.00018081   -1 44 27.4
 LW3499
 LW3499                          SUPERSEDED SURVEY CONTROL
 LW3499
 LW3499  NAD 83(1996)-  41 45 23.65770(N)    071 36 47.29541(W) AD(       ) 4
 LW3499  NAD 83(1992)-  41 45 23.65702(N)    071 36 47.29479(W) AD(       ) 4
 LW3499  NAD 83(1992)-  41 45 23.65678(N)    071 36 47.29493(W) AD(       ) 4
 LW3499  NAD 83(1986)-  41 45 23.65641(N)    071 36 47.29481(W) AD(       ) 4
 LW3499  NAD 27      -  41 45 23.29757(N)    071 36 49.06366(W) AD(       ) 3
 LW3499
 LW3499.Superseded values are not recommended for survey control.
 LW3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3499.See file dsdata.txt to determine how the superseded data were derived.
 LW3499
 LW3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8275526050(NAD 83)
 LW3499
 LW3499  HISTORY     - Date     Condition        Report By
 LW3499  HISTORY     - 1937     MONUMENTED       CTGS
 LW3499  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3499
 LW3499                          STATION DESCRIPTION
 LW3499
 LW3499'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3499'THE TUNK HILL FIRE TOWER IS A 90-FOOT STEEL TOWER ABOUT
 LW3499'1500 FEET NORTH OF THE TUNK HILL ROAD, ABOUT 1-1/2 MILE
 LW3499'SOUTHWEST OF THE SCITUATE RESERVOIR, AND ABOUT 3-3/4 MILES
 LW3499'WEST OF THE INTERSECTION OF ROUTE 116 AND THE TUNK HILL ROAD.  THE
 LW3499'POINT OBSERVED ON WAS THE TOP OF THE TOWER AT THE CENTER.  IT
 LW3499'WAS OBSERVED FROM STATIONS, SPENCER 2, WOLF, AND CHOPMIST.
 LW3499
 LW3499                          STATION RECOVERY (1968)
 LW3499
 LW3499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3499'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1448 ***********************************************************************
 LW1448  DESIGNATION -  TUNK RM 1
 LW1448  PID         -  LW1448
 LW1448  STATE/COUNTY-  RI/PROVIDENCE
 LW1448  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1448
 LW1448                         *CURRENT SURVEY CONTROL
 LW1448  ___________________________________________________________________
 LW1448* NAD 83(1986)-  41 45 09.     (N)    071 37 08.     (W)     SCALED    
 LW1448* NAVD 88     -       164.499  (meters)     539.69   (feet)  ADJUSTED  
 LW1448  ___________________________________________________________________
 LW1448  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1448  DYNAMIC HT  -         164.443 (meters)     539.51  (feet)  COMP
 LW1448  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 LW1448
 LW1448  VERT ORDER  -  SECOND    CLASS 0
 LW1448
 LW1448.The horizontal coordinates were scaled from a topographic map and have
 LW1448.an estimated accuracy of +/- 6 seconds.
 LW1448
 LW1448.The orthometric height was determined by differential leveling
 LW1448.and adjusted by the National Geodetic Survey in June 1991..
 LW1448
 LW1448.The geoid height was determined by GEOID03.
 LW1448
 LW1448.The dynamic height is computed by dividing the NAVD 88
 LW1448.geopotential number by the normal gravity value computed on the
 LW1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1448.degrees latitude (g = 980.6199 gals.).
 LW1448
 LW1448.The modeled gravity was interpolated from observed gravity values.
 LW1448
 LW1448;                    North         East    Units  Estimated Accuracy
 LW1448;SPC RI       -    74,330.       90,110.      MT  (+/- 180 meters Scaled)
 LW1448
 LW1448                          SUPERSEDED SURVEY CONTROL
 LW1448
 LW1448  NGVD 29 (??/??/92)  164.745  (m)          540.50   (f) ADJ UNCH    2 0
 LW1448
 LW1448.Superseded values are not recommended for survey control.
 LW1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1448.See file dsdata.txt to determine how the superseded data were derived.
 LW1448
 LW1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG822256(NAD 83)
 LW1448_MARKER: DR = REFERENCE MARK DISK
 LW1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1448_STAMPING: TUNK NO 1 1968
 LW1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1448+STABILITY: SURFACE MOTION
 LW1448
 LW1448  HISTORY     - Date     Condition        Report By
 LW1448  HISTORY     - 1968     MONUMENTED       CGS
 LW1448  HISTORY     - 1969     GOOD             NGS
 LW1448  HISTORY     - 1987     GOOD             USPSQD
 LW1448
 LW1448                          STATION DESCRIPTION
 LW1448
 LW1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1448'4.8 MI E FROM CLAYVILLE.
 LW1448'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1448'CLAYVILLE CHURCH AT CLAYVILLE, THENCE 3.75 MILES SOUTHEAST ALONG
 LW1448'STATE HIGHWAY 12, ON TOP OF A HILL, 76.3 FEET NORTH OF THE
 LW1448'STATION MARK DESCRIBED, 35 FEET SOUTHWEST OF THE CENTER LINE OF
 LW1448'THE HIGHWAY, 5 FEET SOUTHWEST OF THE EAST CORNER OF A CHAIN
 LW1448'LINK FENCE AROUND A SMALL CEMETERY, 7 FEET NORTHWEST OF THE
 LW1448'CENTER LINE OF THE NORTHWEST DRIVEWAY OF TWO LEADING TO A FRAME
 LW1448'HOUSE, 1 FOOT SOUTHEAST OF THE CEMETERY FENCE LINE, ABOUT LEVEL
 LW1448'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW1448'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW1448
 LW1448                          STATION RECOVERY (1987)
 LW1448
 LW1448'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1445 ***********************************************************************
 LW1445  DESIGNATION -  TUNK RM 2
 LW1445  PID         -  LW1445
 LW1445  STATE/COUNTY-  RI/PROVIDENCE
 LW1445  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1445
 LW1445                         *CURRENT SURVEY CONTROL
 LW1445  ___________________________________________________________________
 LW1445* NAD 83(1986)-  41 45 09.     (N)    071 37 08.     (W)     SCALED    
 LW1445* NAVD 88     -       163.161  (meters)     535.30   (feet)  ADJUSTED  
 LW1445  ___________________________________________________________________
 LW1445  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1445  DYNAMIC HT  -         163.106 (meters)     535.12  (feet)  COMP
 LW1445  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 LW1445
 LW1445  VERT ORDER  -  SECOND    CLASS 0
 LW1445
 LW1445.The horizontal coordinates were scaled from a topographic map and have
 LW1445.an estimated accuracy of +/- 6 seconds.
 LW1445
 LW1445.The orthometric height was determined by differential leveling
 LW1445.and adjusted by the National Geodetic Survey in June 1991..
 LW1445
 LW1445.The geoid height was determined by GEOID03.
 LW1445
 LW1445.The dynamic height is computed by dividing the NAVD 88
 LW1445.geopotential number by the normal gravity value computed on the
 LW1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1445.degrees latitude (g = 980.6199 gals.).
 LW1445
 LW1445.The modeled gravity was interpolated from observed gravity values.
 LW1445
 LW1445;                    North         East    Units  Estimated Accuracy
 LW1445;SPC RI       -    74,330.       90,110.      MT  (+/- 180 meters Scaled)
 LW1445
 LW1445                          SUPERSEDED SURVEY CONTROL
 LW1445
 LW1445  NGVD 29 (??/??/92)  163.408  (m)          536.11   (f) ADJ UNCH    2 0
 LW1445
 LW1445.Superseded values are not recommended for survey control.
 LW1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1445.See file dsdata.txt to determine how the superseded data were derived.
 LW1445
 LW1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG822256(NAD 83)
 LW1445_MARKER: DR = REFERENCE MARK DISK
 LW1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1445_STAMPING: TUNK NO 2 1968
 LW1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1445+STABILITY: SURFACE MOTION
 LW1445
 LW1445  HISTORY     - Date     Condition        Report By
 LW1445  HISTORY     - 1968     MONUMENTED       CGS
 LW1445  HISTORY     - 1969     GOOD             NGS
 LW1445
 LW1445                          STATION DESCRIPTION
 LW1445
 LW1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1445'4.8 MI E FROM CLAYVILLE.
 LW1445'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1445'CLAYVILLE CHURCH AT CLAYVILLE, THENCE 3.75 MILES SOUTHEAST ALONG
 LW1445'STATE HIGHWAY 12, 139.9 FEET SOUTHEAST OF THE STATION MARK
 LW1445'DESCRIBED, 85 FEET EAST OF THE EAST CORNER OF THE MAIN PART OF A
 LW1445'ONE-STORY FRAME HOUSE, 57 FEET SOUTHWEST OF THE CENTER LINE OF
 LW1445'THE HIGHWAY, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 LW1445'ONE OF TWO DRIVEWAYS LEADING SOUTHWEST TO A RESIDENCE, ABOUT LEVEL
 LW1445'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW1445'5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1447 ***********************************************************************
 LW1447  DESIGNATION -  TUNK RM 3
 LW1447  PID         -  LW1447
 LW1447  STATE/COUNTY-  RI/PROVIDENCE
 LW1447  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1447
 LW1447                         *CURRENT SURVEY CONTROL
 LW1447  ___________________________________________________________________
 LW1447* NAD 83(1986)-  41 45 09.     (N)    071 37 08.     (W)     SCALED    
 LW1447* NAVD 88     -       163.146  (meters)     535.25   (feet)  ADJUSTED  
 LW1447  ___________________________________________________________________
 LW1447  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1447  DYNAMIC HT  -         163.091 (meters)     535.07  (feet)  COMP
 LW1447  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 LW1447
 LW1447  VERT ORDER  -  SECOND    CLASS 0
 LW1447
 LW1447.The horizontal coordinates were scaled from a topographic map and have
 LW1447.an estimated accuracy of +/- 6 seconds.
 LW1447
 LW1447.The orthometric height was determined by differential leveling
 LW1447.and adjusted by the National Geodetic Survey in June 1991..
 LW1447
 LW1447.The geoid height was determined by GEOID03.
 LW1447
 LW1447.The dynamic height is computed by dividing the NAVD 88
 LW1447.geopotential number by the normal gravity value computed on the
 LW1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1447.degrees latitude (g = 980.6199 gals.).
 LW1447
 LW1447.The modeled gravity was interpolated from observed gravity values.
 LW1447
 LW1447;                    North         East    Units  Estimated Accuracy
 LW1447;SPC RI       -    74,330.       90,110.      MT  (+/- 180 meters Scaled)
 LW1447
 LW1447                          SUPERSEDED SURVEY CONTROL
 LW1447
 LW1447  NGVD 29 (??/??/92)  163.393  (m)          536.07   (f) ADJ UNCH    2 0
 LW1447
 LW1447.Superseded values are not recommended for survey control.
 LW1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1447.See file dsdata.txt to determine how the superseded data were derived.
 LW1447
 LW1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG822256(NAD 83)
 LW1447_MARKER: DR = REFERENCE MARK DISK
 LW1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1447_STAMPING: TUNK NO 3 1968
 LW1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1447+STABILITY: SURFACE MOTION
 LW1447
 LW1447  HISTORY     - Date     Condition        Report By
 LW1447  HISTORY     - 1968     MONUMENTED       CGS
 LW1447  HISTORY     - 1969     GOOD             NGS
 LW1447
 LW1447                          STATION DESCRIPTION
 LW1447
 LW1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1447'4.8 MI E FROM CLAYVILLE.
 LW1447'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1447'CLAYVILLE CHURCH AT CLAYVILLE, THENCE 3.75 MILES SOUTHEAST ALONG
 LW1447'STATE HIGHWAY 12, 270.3 FEET SOUTH OF THE STATION MARK DESCRIBED,
 LW1447'177 FEET SOUTH OF THE WEST CORNER OF A ONE-STORY FRAME RESIDENCE,
 LW1447'24 FEET SOUTHEAST OF A TWIN-TRUNKED PINE TREE, 19 FEET SOUTHWEST
 LW1447'OF AN OLD ROCK FENCE, 2.4 FEET NORTH OF A METAL WITNESS POST,
 LW1447'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW1447'POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2314 ***********************************************************************
 LW2314  DESIGNATION -  TUPELO
 LW2314  PID         -  LW2314
 LW2314  STATE/COUNTY-  RI/BRISTOL
 LW2314  USGS QUAD   -  BRISTOL (1975)
 LW2314
 LW2314                         *CURRENT SURVEY CONTROL
 LW2314  ___________________________________________________________________
 LW2314* NAD 83(1996)-  41 42 16.78221(N)    071 16 46.42613(W)     ADJUSTED  
 LW2314* NAVD 88     -        38.3    (meters)     126.     (feet)  VERTCON   
 LW2314  ___________________________________________________________________
 LW2314  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 LW2314  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW2314
 LW2314  HORZ ORDER  -  FIRST
 LW2314
 LW2314.The horizontal coordinates were established by classical geodetic methods
 LW2314.and adjusted by the National Geodetic Survey in August 1998..
 LW2314
 LW2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2314
 LW2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2314
 LW2314.The geoid height was determined by GEOID03.
 LW2314
 LW2314;                    North         East     Units Scale Factor Converg.
 LW2314;SPC RI       -    69,028.733   118,347.486   MT  0.99999789   +0 08 48.0
 LW2314;SPC RI       -   226,471.77    388,278.38   sFT  0.99999789   +0 08 48.0
 LW2314;SPC MA M     -   828,290.170   218,347.607   MT  1.00000178   +0 08 53.1
 LW2314;SPC MA M     - 2,717,482.00    716,362.11   sFT  1.00000178   +0 08 53.1
 LW2314;UTM  19      - 4,619,496.835   310,335.756   MT  1.00004269   -1 31 01.3
 LW2314
 LW2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2314!SPC RI       -   0.99999863  x   0.99999789  =   0.99999652
 LW2314!SPC MA M     -   0.99999863  x   1.00000178  =   1.00000041
 LW2314!UTM  19      -   0.99999863  x   1.00004269  =   1.00004132
 LW2314
 LW2314|---------------------------------------------------------------------|
 LW2314| PID    Reference Object                     Distance      Geod. Az  |
 LW2314|                                                           dddmmss.s |
 LW2314| CB8610 TUPELO RM 1                          21.269 METERS 06601     |
 LW2314| LW2338 BRISTOL VETERANS HOME WATER TK      APPROX. 2.9 KM 1360854.1 |
 LW2314| LW2337 BRISTOL                             APPROX. 3.0 KM 1503922.5 |
 LW2314| LW2340 BRISTOL KAISER ALUM CO TANK         APPROX. 3.6 KM 1655002.9 |
 LW2314| LW2329 BRISTOL DEVELOPMENT CO TANK         APPROX. 4.2 KM 1774048.0 |
 LW2314| LW2335 BRISTOL PREMIER THREAD CO TANK      APPROX. 3.6 KM 1800750.4 |
 LW2314| LW2313 WARREN WATER TOWER                   12.667 METERS 27017     |
 LW2314| LW2358 WEST BARRINGTON WATER TANK          APPROX. 7.3 KM 3101215.8 |
 LW2314| LW2359 W BARRINGTON ACKMON CORP TANK       APPROX. 7.6 KM 3110441.2 |
 LW2314| LW2361 W BARRINGTON RI LACE WORKS TK       APPROX. 7.4 KM 3125254.8 |
 LW2314| LW2360 W BARRINGTON BRISTOL STANDPIPE      APPROX. 7.0 KM 3145828.0 |
 LW2314| CB8611 TUPELO RM 2                          18.540 METERS 32552     |
 LW2314| LW2366 BARRINGTON CONG CHURCH SPIRE        APPROX. 5.9 KM 3264002.6 |
 LW2314| LW2624 E PROVIDENCE RAD WJAR SW MAST       APPROX. 9.5 KM 3324339.8 |
 LW2314| LW2625 E PROVIDENCE RAD WJAR NE MAST       APPROX. 9.5 KM 3334423.2 |
 LW2314| LW2308 WARREN TOWN HALL CUPOLA             APPROX. 2.7 KM 3554023.4 |
 LW2314|---------------------------------------------------------------------|
 LW2314
 LW2314                          SUPERSEDED SURVEY CONTROL
 LW2314
 LW2314  NAD 83(1996)-  41 42 16.78187(N)    071 16 46.42586(W) AD(       ) 1
 LW2314  NAD 83(1992)-  41 42 16.78070(N)    071 16 46.42522(W) AD(       ) 1
 LW2314  NAD 83(1992)-  41 42 16.78031(N)    071 16 46.42506(W) AD(       ) 1
 LW2314  NAD 83(1986)-  41 42 16.78124(N)    071 16 46.42479(W) AD(       ) 1
 LW2314  NAD 27      -  41 42 16.40957(N)    071 16 48.23779(W) AD(       ) 1
 LW2314  NGVD 29 (07/19/86)   38.6    (m)          127.     (f) VERT ANG       
 LW2314
 LW2314.Superseded values are not recommended for survey control.
 LW2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2314.See file dsdata.txt to determine how the superseded data were derived.
 LW2314
 LW2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1033619497(NAD 83)
 LW2314_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2314_SETTING: 66 = SET IN ROCK OUTCROP
 LW2314_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW2314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2314+STABILITY: POSITION/ELEVATION WELL
 LW2314
 LW2314  HISTORY     - Date     Condition        Report By
 LW2314  HISTORY     - 1968     MONUMENTED       CGS
 LW2314
 LW2314                          STATION DESCRIPTION
 LW2314
 LW2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2314'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF BRISTOL, 1-1/2
 LW2314'MILES SOUTH OF WARREN AND ON PROPERTY OWNED BY THE BRISTOL-WARREN
 LW2314'GAS COMPANY.
 LW2314'
 LW2314'TO REACH THE STATION FROM THE POST OFFICE IN BRISTOL, GO NORTH ON
 LW2314'STATE HIGHWAY 114 FOR 2.3 MILES TO A SIDE STREET RIGHT.  (TUPELO
 LW2314'STREET) CONTINUE NORTH ON HIGHWAY 114 FOR ABOUT 100 FEET TO A
 LW2314'DIM SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE DIM
 LW2314'ROAD FOR ABOUT 200 FEET TO THE STATION ON THE LEFT AS DESCRIBED.
 LW2314'
 LW2314'ALL MARKS ARE STANDARD DISKS SET IN OUTCROPPINGS OF BEDROCK.
 LW2314'
 LW2314'STATION MARK, STAMPED TUPELO 1968 IS SET FLUSH WITH THE GROUND
 LW2314'SURFACE.  IT IS 75 FEET WEST OF A TWIN TRUNK MAPLE TREE, 29 FEET
 LW2314'NORTHWEST OF THE CENTER OF THE DIM ROAD AND 21.7 FEET EAST OF THE
 LW2314'EAST SIDE OF A WATER STORAGE TANK.
 LW2314'
 LW2314'RM 1, STAMPED TUPELO NO 1 1968 IS SET FLUSH WITH THE GROUND
 LW2314'SURFACE.  IT IS 89 FEET NORTHEAST OF THE NORTHEAST SIDE OF THE
 LW2314'WATER STORAGE TANK AND 24 FEET NORTH OF THE TWIN TRUNK MAPLE TREE.
 LW2314'
 LW2314'RM 2, STAMPED TUPELO NO 2 1968 IS SET FLUSH WITH THE GROUND
 LW2314'SURFACE.  IT IS 95 FEET EAST OF POWER POLE NUMBER 19 AND 31.5
 LW2314'FEET NORTH OF THE NORTH SIDE OF THE WATER STORAGE TANK.
 LW2314'
 LW2314'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0932 ***********************************************************************
 LW0932  DESIGNATION -  TURTLE
 LW0932  PID         -  LW0932
 LW0932  STATE/COUNTY-  RI/WASHINGTON
 LW0932  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0932
 LW0932                         *CURRENT SURVEY CONTROL
 LW0932  ___________________________________________________________________
 LW0932* NAD 83(1996)-  41 09 30.43423(N)    071 32 54.08918(W)     ADJUSTED  
 LW0932* LOCAL TIDAL -        40.679  (meters)     133.46   (feet)  ADJ UNCH  
 LW0932  ___________________________________________________________________
 LW0932  X           -   1,522,079.577 (meters)                     COMP
 LW0932  Y           -  -4,561,808.039 (meters)                     COMP
 LW0932  Z           -   4,175,694.306 (meters)                     COMP
 LW0932  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 LW0932  ELLIP HEIGHT-           9.62  (meters)          (08/17/98) GPS OBS
 LW0932  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 LW0932
 LW0932  HORZ ORDER  -  THIRD
 LW0932  VERT ORDER  -  SECOND    CLASS 0
 LW0932  ELLP ORDER  -  FOURTH    CLASS I
 LW0932
 LW0932.The horizontal coordinates were established by GPS observations
 LW0932.and adjusted by the National Geodetic Survey in August 1998..
 LW0932
 LW0932.The orthometric height was key entered from printed documents
 LW0932.and not key verified.
 LW0932
 LW0932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW0932
 LW0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0932
 LW0932.The ellipsoidal height was determined by GPS observations
 LW0932.and is referenced to NAD 83.
 LW0932
 LW0932.The geoid height was determined by GEOID03.
 LW0932
 LW0932;                    North         East     Units Scale Factor Converg.
 LW0932;SPC RI       -     8,343.689    95,941.167   MT  0.99999395   -0 01 54.6
 LW0932;SPC RI       -    27,374.25    314,766.98   sFT  0.99999395   -0 01 54.6
 LW0932;UTM  19      - 4,559,477.765   286,183.714   MT  1.00016269   -1 40 40.2
 LW0932
 LW0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0932!SPC RI       -   0.99999849  x   0.99999395  =   0.99999244
 LW0932!UTM  19      -   0.99999849  x   1.00016269  =   1.00016118
 LW0932
 LW0932|---------------------------------------------------------------------|
 LW0932| PID    Reference Object                     Distance      Geod. Az  |
 LW0932|                                                           dddmmss.s |
 LW0932| CB8612 TURTLE RM 1                          25.375 METERS 10113     |
 LW0932| LW3131 BLOCK IS SE LIGHTHOUSE              APPROX. 0.7 KM 2045635.8 |
 LW0932| LW3154 TOWER 13                            APPROX. 0.6 KM 2091511.8 |
 LW0932| LW3133 3 A                                  21.764 METERS 31232     |
 LW0932| LW3152 B 9/1 S 9/1                          31.414 METERS 33921     |
 LW0932| LW3153 B 5/3 S 5/3                          33.212 METERS 34634     |
 LW0932|---------------------------------------------------------------------|
 LW0932
 LW0932                          SUPERSEDED SURVEY CONTROL
 LW0932
 LW0932  NAD 83(1996)-  41 09 30.43244(N)    071 32 54.08794(W) AD(       ) 3
 LW0932  NAD 83(1992)-  41 09 30.43230(N)    071 32 54.08792(W) AD(       ) 3
 LW0932  ELLIP H (01/17/96)    9.55   (m)                       GP(       ) 4 2
 LW0932  NAD 83(1992)-  41 09 30.43117(N)    071 32 54.08825(W) AD(       ) 3
 LW0932  NAD 83(1986)-  41 09 30.43146(N)    071 32 54.08592(W) AD(       ) 3
 LW0932  NAD 83(1986)-  41 09 30.42876(N)    071 32 54.08452(W) AD(       ) 3
 LW0932  NAD 27      -  41 09 30.06200(N)    071 32 55.88800(W) AD(       ) 3
 LW0932
 LW0932.Superseded values are not recommended for survey control.
 LW0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0932.See file dsdata.txt to determine how the superseded data were derived.
 LW0932
 LW0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8618459478(NAD 83)
 LW0932_MARKER: DS = TRIANGULATION STATION DISK
 LW0932_SETTING: 80 = SET IN A BOULDER
 LW0932_SP_SET: BOULDER
 LW0932_STAMPING: TURTLE 1943
 LW0932_MARK LOGO: CGS   
 LW0932_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0932+STABILITY: SURFACE MOTION
 LW0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0932+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1990
 LW0932
 LW0932  HISTORY     - Date     Condition        Report By
 LW0932  HISTORY     - 1943     MONUMENTED       CGS
 LW0932  HISTORY     - 1943     GOOD             CGS
 LW0932  HISTORY     - 19900604 GOOD             RIGS
 LW0932
 LW0932                          STATION DESCRIPTION
 LW0932
 LW0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0932'THE STATION IS ABOUT 1/2 MI. N-NE OF BLOCK ISLAND SOUTHEAST
 LW0932'LIGHTHOUSE, ON TURTLE HILL, 95.5 FT. S OF THE SE CORNER OF A FIRE
 LW0932'CONTROL BUILDING, 22 FT. E OF A STONE FENCE T-INTERSECTION, 5
 LW0932'FT. N OF A STONE FENCE, AND 4.8 FT. E OF THE PROJECTED PLANE OF
 LW0932'THE E WALL OF THE SAID BUILDING.  SURFACE STATION MARK IS A
 LW0932'STANDARD STATION DISK, STAMPED TURTLE 1943 AND PROJECTING ABOUT
 LW0932'2 IN. ABOVE GROUND.
 LW0932'
 LW0932'UNDERGROUND STATION MARK IS A STANDARD STATION DISK SET IN THE
 LW0932'TOP OF A CONCRETE POST.
 LW0932'
 LW0932'3A (U.S.E.) IS 38.5 FT. S-SE OF THE SW CORNER AND 7.7 FT. E OF
 LW0932'THE PROJECTED PLANE OF THE W WALL OF THE SAID BUILDING.  IT IS
 LW0932'A COPPER BOLT SET IN A CONCRETE POST WHICH BEARS THE IMPRESSED
 LW0932'LETTERING USED 1943 AND WHICH IS LIABLE TO DESTRUCTION BY REASON
 LW0932'OF EXCAVATION WHICH HAS LEFT IT IN A SMALL MOUND.
 LW0932'
 LW0932'REFERENCE MARK 1 IS ABOUT 50 YDS. SE OF THE FIRE CONTROL
 LW0932'BUILDING.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED TURTLE
 LW0932'NO 1 1943 AND SET IN A PROMINENT BOULDER.
 LW0932'
 LW0932'TO REACH THE STATION FROM THE MONUMENT ABOUT 50 YDS. W OF THE
 LW0932'BLOCK ISLAND POST OFFICE, GO S ON THE MAIN ROAD FOR 1.1 MI. AND
 LW0932'TURN LEFT, THENCE UPHILL FOR 0.1 MI. TO THE STATION.
 LW0932'
 LW0932'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW0932
 LW0932                          STATION RECOVERY (1943)
 LW0932
 LW0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0932'AT BLOCK ISLAND.
 LW0932'ON BLOCK ISLAND, NEWPORT COUNTY, ABOUT 1/2 MILE NORTH-NORTHEAST
 LW0932'OF BLOCK ISLAND SOUTHEAST LIGHTHOUSE, ON TURTLE HILL, 95.5 FEET
 LW0932'SOUTH OF THE SOUTHEAST CORNER OF THE FIRE-CONTROL BUILDING, 22
 LW0932'FEET EAST OF THE T-JUNCTION OF STONE FENCES, 5 FEET NORTH OF THE
 LW0932'STONE FENCE, 4.8 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL
 LW0932'OF THE BUILDING, AND IN THE TOP OF A BOULDER PROJECTING 2 INCHES
 LW0932'ABOVE THE GROUND.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 LW0932'TURTLE 1943.
 LW0932
 LW0932                          STATION RECOVERY (1990)
 LW0932
 LW0932'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0932'THE STATION IS ON BLOCK ISLAND ABOUT .8 KM (0.50 MI) NORTH NORTHEAST
 LW0932'OF SOUTHEAST LIGHTHOUSE, ON TURTLE HILL, AND SOUTH OF A DISTINCT FIRE
 LW0932'CONTROL BUILDING WHICH IS NOW PART OF A RESIDENCE.
 LW0932'TO REACH FROM THE ENTRANCE TO SOUTHEAST LIGHTHOUSE, GO NORTH ON
 LW0932'SOUTHEAST ROAD FOR 0.65 KM (0.40 MI) TO A DIRT DRIVEWAY (WHICH IS JUST
 LW0932'SOUTH OF NET+T CO POLE 47) ON THE RIGHT, TURN RIGHT AND GO EAST ON
 LW0932'DIRT DRIVE 0.15 KM (0.10 MI) TO THE TOP OF THE HILL AND THE STATION.
 LW0932'THE MARK IS 29.1 M (95.5 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 LW0932'ORIGINAL FIRE CONTROL BUILDING, 6.7 M (22.0 FT) EAST OF A STONE FENCE
 LW0932'T-INTERSECTION, 1.53 M (5.0 FT) NORTH FROM A STONE FENCE, AND IS SET
 LW0932'INTO A BOULDER WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0933 ***********************************************************************
 LW0933  DESIGNATION -  TURTLE RM 1
 LW0933  PID         -  LW0933
 LW0933  STATE/COUNTY-  RI/WASHINGTON
 LW0933  USGS QUAD   -  BLOCK ISLAND (1975)
 LW0933
 LW0933                         *CURRENT SURVEY CONTROL
 LW0933  ___________________________________________________________________
 LW0933* NAD 83(1986)-  41 09 30.     (N)    071 32 53.     (W)     SCALED    
 LW0933* LOCAL TIDAL -        38.898  (meters)     127.62   (feet)  ADJ UNCH  
 LW0933  ___________________________________________________________________
 LW0933  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 LW0933
 LW0933  VERT ORDER  -  SECOND    CLASS 0
 LW0933
 LW0933.The horizontal coordinates were scaled from a topographic map and have
 LW0933.an estimated accuracy of +/- 6 seconds.
 LW0933
 LW0933.The orthometric height was key entered from printed documents
 LW0933.and not key verified.
 LW0933
 LW0933.The geoid height was determined by GEOID03.
 LW0933
 LW0933;                    North         East    Units  Estimated Accuracy
 LW0933;SPC RI       -     8,330.       95,970.      MT  (+/- 180 meters Scaled)
 LW0933
 LW0933                          SUPERSEDED SURVEY CONTROL
 LW0933
 LW0933.No superseded survey control is available for this station.
 LW0933
 LW0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF862594(NAD 83)
 LW0933_MARKER: DR = REFERENCE MARK DISK
 LW0933_SETTING: 80 = SET IN A BOULDER
 LW0933_SP_SET: BOULDER
 LW0933_STAMPING: TURTLE RM 1 1943
 LW0933_MARK LOGO: CGS   
 LW0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0933+STABILITY: SURFACE MOTION
 LW0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0933+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1990
 LW0933
 LW0933  HISTORY     - Date     Condition        Report By
 LW0933  HISTORY     - 1943     MONUMENTED       CGS
 LW0933  HISTORY     - 19900604 GOOD             RIGS
 LW0933
 LW0933                          STATION DESCRIPTION
 LW0933
 LW0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0933'AT BLOCK ISLAND.
 LW0933'83.25 FEET EAST-SOUTHEAST OF TRIANGULATION STATION TURTLE DESCRIBED
 LW0933'ABOVE, 50 YARDS SOUTHEAST OF THE FIRE-CONTROL BUILDING, AND
 LW0933'IN THE TOP OF A LARGE BOULDER.  A STANDARD REFERENCE-MARK DISK,
 LW0933'STAMPED TURTLE NO 1 1943.
 LW0933
 LW0933                          STATION RECOVERY (1990)
 LW0933
 LW0933'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0933'THE STATION IS ON BLOCK ISLAND ABOUT .8 KM (0.50 MI) NORTH NORTHEAST
 LW0933'OF SOUTHEAST LIGHTHOUSE, ON TURTLE HILL, AND SOUTH OF A DISTINCT FIRE
 LW0933'CONTROL BUILDING WHICH IS NOW PART OF A RESIDENCE.
 LW0933'TO REACH FROM THE ENTRANCE TO SOUTHEAST LIGHTHOUSE, GO NORTH ON
 LW0933'SOUTHEAST ROAD FOR 0.65 KM (0.40 MI) TO A DIRT DRIVEWAY (WHICH IS JUST
 LW0933'SOUTH OF NET+T CO POLE 47) ON THE RIGHT, TURN RIGHT AND GO EAST ON
 LW0933'DIRT DRIVE 0.15 KM (0.10 MI) TO THE TOP OF THE HILL AND THE STATION.
 LW0933'THE MARK IS 25.375 M (83.3 FT) EAST SOUTHEAST OF STATION TURTLE, IT IS
 LW0933'SET INTO A LARGE PROMINENT BOULDER ON THE SOUTH SIDE OF A STONE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1035 ***********************************************************************
 LW1035  DESIGNATION -  U 1
 LW1035  PID         -  LW1035
 LW1035  STATE/COUNTY-  RI/WASHINGTON
 LW1035  USGS QUAD   -  SLOCUM (1975)
 LW1035
 LW1035                         *CURRENT SURVEY CONTROL
 LW1035  ___________________________________________________________________
 LW1035* NAD 83(1986)-  41 31 48.     (N)    071 31 04.     (W)     SCALED    
 LW1035* NAVD 88     -        38.037  (meters)     124.79   (feet)  POSTED    
 LW1035  ___________________________________________________________________
 LW1035  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LW1035  DYNAMIC HT  -          38.020 (meters)     124.74  (feet)  COMP
 LW1035  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 LW1035
 LW1035  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LW1035
 LW1035.The horizontal coordinates were scaled from a topographic map and have
 LW1035.an estimated accuracy of +/- 6 seconds.
 LW1035
 LW1035.The orthometric height was determined by differential leveling
 LW1035.and adjusted by the National Geodetic Survey in 1992..
 LW1035.No vertical observational check was made to the station.
 LW1035.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LW1035.was located on a no-check spur therefore a value was not computed.
 LW1035
 LW1035.The geoid height was determined by GEOID03.
 LW1035
 LW1035.The dynamic height is computed by dividing the NAVD 88
 LW1035.geopotential number by the normal gravity value computed on the
 LW1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1035.degrees latitude (g = 980.6199 gals.).
 LW1035
 LW1035.The modeled gravity was interpolated from observed gravity values.
 LW1035
 LW1035;                    North         East    Units  Estimated Accuracy
 LW1035;SPC RI       -    49,610.       98,520.      MT  (+/- 180 meters Scaled)
 LW1035
 LW1035                          SUPERSEDED SURVEY CONTROL
 LW1035
 LW1035.No superseded survey control is available for this station.
 LW1035
 LW1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG899006(NAD 83)
 LW1035_MARKER: DB = BENCH MARK DISK
 LW1035_SETTING: 80 = SET IN A BOULDER
 LW1035_SP_SET: BOULDER
 LW1035_STAMPING: U 1 1923
 LW1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1035+STABILITY: SURFACE MOTION
 LW1035
 LW1035  HISTORY     - Date     Condition        Report By
 LW1035  HISTORY     - 1923     MONUMENTED       CGS
 LW1035  HISTORY     - 1955     MARK NOT FOUND   USGS
 LW1035  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1035  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW1035
 LW1035                          STATION DESCRIPTION
 LW1035
 LW1035'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LW1035'AT SLOCUMS.
 LW1035'AT SLOCUMS, WASHINGTON COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LW1035'HARTFORD RAILROAD, ABOUT 100 YARDS WEST OF THE TRACKS AT HIGHWAY
 LW1035'CROSSING 39.36 (THE FIRST ROAD NORTH OF THE OLD STATION
 LW1035'BUILDING), 36 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, MIDWAY
 LW1035'BETWEEN THE SCPS CO. POLES 2069 AND 2070, 20.5 FEET SOUTHEAST
 LW1035'OF THE SOUTHEAST CORNER OF A LARGE SQUARE MASONARY POST AT THE
 LW1035'END OF A LOW HEAVY RETAINING WALL IN FRONT OF A HOUSE LOT WHERE
 LW1035'THERE WAS A CELLAR HOLE IN 1934, IN THE TOP OF A FLAT BOULDER
 LW1035'FLUSH WITH THE GROUND, AND ABOUT ONE FOOT BELOW THE LEVEL OF THE
 LW1035'ROAD.  A STANDARD DISK, STAMPED U 1 1923.
 LW1035
 LW1035                          STATION RECOVERY (1988)
 LW1035
 LW1035'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1035'MARK NOT FOUND.
 LW1035
 LW1035                          STATION RECOVERY (1990)
 LW1035
 LW1035'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0159 ***********************************************************************
 LW0159  DESIGNATION -  U 16
 LW0159  PID         -  LW0159
 LW0159  STATE/COUNTY-  RI/PROVIDENCE
 LW0159  USGS QUAD   -  PROVIDENCE (1975)
 LW0159
 LW0159                         *CURRENT SURVEY CONTROL
 LW0159  ___________________________________________________________________
 LW0159* NAD 83(1986)-  41 49 38.     (N)    071 24 02.     (W)     SCALED    
 LW0159* NAVD 88     -        31.170  (meters)     102.26   (feet)  ADJUSTED  
 LW0159  ___________________________________________________________________
 LW0159  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW0159  DYNAMIC HT  -          31.161 (meters)     102.23  (feet)  COMP
 LW0159  MODELED GRAV-     980,321.2   (mgal)                       NAVD 88
 LW0159
 LW0159  VERT ORDER  -  FIRST     CLASS I
 LW0159
 LW0159.The horizontal coordinates were scaled from a topographic map and have
 LW0159.an estimated accuracy of +/- 6 seconds.
 LW0159
 LW0159.The orthometric height was determined by differential leveling
 LW0159.and adjusted by the National Geodetic Survey in June 1991..
 LW0159
 LW0159.The geoid height was determined by GEOID03.
 LW0159
 LW0159.The dynamic height is computed by dividing the NAVD 88
 LW0159.geopotential number by the normal gravity value computed on the
 LW0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0159.degrees latitude (g = 980.6199 gals.).
 LW0159
 LW0159.The modeled gravity was interpolated from observed gravity values.
 LW0159
 LW0159;                    North         East    Units  Estimated Accuracy
 LW0159;SPC RI       -    82,620.      108,260.      MT  (+/- 180 meters Scaled)
 LW0159
 LW0159                          SUPERSEDED SURVEY CONTROL
 LW0159
 LW0159  NGVD 29 (??/??/92)   31.417  (m)          103.07   (f) ADJ UNCH    1 1
 LW0159
 LW0159.Superseded values are not recommended for survey control.
 LW0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0159.See file dsdata.txt to determine how the superseded data were derived.
 LW0159
 LW0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG006333(NAD 83)
 LW0159_MARKER: DB = BENCH MARK DISK
 LW0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0159_SP_SET: AIR SHAFT
 LW0159_STAMPING: U 16 1965
 LW0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0159
 LW0159  HISTORY     - Date     Condition        Report By
 LW0159  HISTORY     - 1965     MONUMENTED       CGS
 LW0159
 LW0159                          STATION DESCRIPTION
 LW0159
 LW0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0159'AT PROVIDENCE.
 LW0159'AT PROVIDENCE, AT THE INTERSECTION OF WATERMAN AND THAYER
 LW0159'STREETS, ON THE CAMPUS OF BROWN UNIVERSITY, BETWEEN THE ARNOLD
 LW0159'LABORATORY AND THE METCALE CHEMISTRY BUILDING, SET ON THE TOP
 LW0159'OF THE SOUTHWEST CORNER OF THE AIR SHAFT TO THE UNDERGROUND
 LW0159'CHEMISTRY LABORATORY, 87 FEET SOUTH OF THE SOUTH CURB OF WATERMAN
 LW0159'STREET, 19 FEET SOUTH OF THE NORTHEAST CORNER OF THE ARNOLD
 LW0159'LABORATORY, 1 FOOT EAST OF THE EAST WALL OF THE ARNOLD LABORATORY
 LW0159'BUILDING AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1037 ***********************************************************************
 LW1037  DESIGNATION -  U 17
 LW1037  PID         -  LW1037
 LW1037  STATE/COUNTY-  RI/WASHINGTON
 LW1037  USGS QUAD   -  SLOCUM (1975)
 LW1037
 LW1037                         *CURRENT SURVEY CONTROL
 LW1037  ___________________________________________________________________
 LW1037* NAD 83(1986)-  41 33 02.     (N)    071 31 41.     (W)     SCALED    
 LW1037* NAVD 88     -        53.871  (meters)     176.74   (feet)  ADJUSTED  
 LW1037  ___________________________________________________________________
 LW1037  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW1037  DYNAMIC HT  -          53.852 (meters)     176.68  (feet)  COMP
 LW1037  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 LW1037
 LW1037  VERT ORDER  -  FIRST     CLASS I
 LW1037
 LW1037.The horizontal coordinates were scaled from a topographic map and have
 LW1037.an estimated accuracy of +/- 6 seconds.
 LW1037
 LW1037.The orthometric height was determined by differential leveling
 LW1037.and adjusted by the National Geodetic Survey in June 1991..
 LW1037
 LW1037.The geoid height was determined by GEOID03.
 LW1037
 LW1037.The dynamic height is computed by dividing the NAVD 88
 LW1037.geopotential number by the normal gravity value computed on the
 LW1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1037.degrees latitude (g = 980.6199 gals.).
 LW1037
 LW1037.The modeled gravity was interpolated from observed gravity values.
 LW1037
 LW1037;                    North         East    Units  Estimated Accuracy
 LW1037;SPC RI       -    51,890.       97,660.      MT  (+/- 180 meters Scaled)
 LW1037
 LW1037                          SUPERSEDED SURVEY CONTROL
 LW1037
 LW1037  NGVD 29 (??/??/92)   54.143  (m)          177.63   (f) ADJ UNCH    1 1
 LW1037
 LW1037.Superseded values are not recommended for survey control.
 LW1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1037.See file dsdata.txt to determine how the superseded data were derived.
 LW1037
 LW1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG891029(NAD 83)
 LW1037_MARKER: DB = BENCH MARK DISK
 LW1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1037_STAMPING: U 17 1965
 LW1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1037+STABILITY: SURFACE MOTION
 LW1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1037+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 LW1037
 LW1037  HISTORY     - Date     Condition        Report By
 LW1037  HISTORY     - 1965     MONUMENTED       CGS
 LW1037  HISTORY     - 1987     GOOD             USPSQD
 LW1037  HISTORY     - 1987     GOOD             USPSQD
 LW1037  HISTORY     - 1989     GOOD             USPSQD
 LW1037  HISTORY     - 1990     GOOD             USPSQD
 LW1037  HISTORY     - 19980921 MARK NOT FOUND   USPSQD
 LW1037  HISTORY     - 20011016 GOOD             USPSQD
 LW1037  HISTORY     - 20051113 GOOD             USPSQD
 LW1037
 LW1037                          STATION DESCRIPTION
 LW1037
 LW1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW1037'5.8 MI N FROM WEST KINGSTON.
 LW1037'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 LW1037'AT WEST KINGSTON, THENCE 4.7 MILES NORTHEAST ALONG STATE HIGHWAY
 LW1037'2, ABOUT 0.4 MILE NORTHEAST OF THE INTERSECTION OF WEST
 LW1037'ALLENTOWN ROAD, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LW1037'HIGHWAY, 2 1/2 FEET SOUTHWEST OF POWER LINE POLE NO. 1789, IN
 LW1037'LINE WITH A ROW OF POLES, 1.4 FEET NORTHEAST OF A METAL WITNESS
 LW1037'POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 LW1037'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 LW1037'GROUND.
 LW1037
 LW1037                          STATION RECOVERY (1987)
 LW1037
 LW1037'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1037'RECOVERED IN GOOD CONDITION.
 LW1037
 LW1037                          STATION RECOVERY (1987)
 LW1037
 LW1037'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW1037'RECOVERED IN GOOD CONDITION.
 LW1037
 LW1037                          STATION RECOVERY (1989)
 LW1037
 LW1037'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1037'RECOVERED IN GOOD CONDITION.
 LW1037
 LW1037                          STATION RECOVERY (1990)
 LW1037
 LW1037'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1037'RECOVERED IN GOOD CONDITION.
 LW1037
 LW1037                          STATION RECOVERY (1998)
 LW1037
 LW1037'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW1037'MARK NOT FOUND.
 LW1037
 LW1037                          STATION RECOVERY (2001)
 LW1037
 LW1037'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW1037'RECOVERED IN GOOD CONDITION.
 LW1037
 LW1037                          STATION RECOVERY (2005)
 LW1037
 LW1037'RECOVERY NOTE BY US POWER SQUADRON 2005 (TC)
 LW1037'STATION NOW APPROX. ONE IN. BELOW GROUND LEVEL.  WITNESS POST RUSTED
 LW1037'AND DAMAGED BUT STILL PRESENT.  POLE 1789 NUMBER PARTIALLY MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0772 ***********************************************************************
 LW0772  DESIGNATION -  U 18
 LW0772  PID         -  LW0772
 LW0772  STATE/COUNTY-  RI/WASHINGTON
 LW0772  USGS QUAD   -  CAROLINA (1970)
 LW0772
 LW0772                         *CURRENT SURVEY CONTROL
 LW0772  ___________________________________________________________________
 LW0772* NAD 83(1986)-  41 27 11.     (N)    071 39 58.     (W)     SCALED    
 LW0772* NAVD 88     -        37.133  (meters)     121.83   (feet)  ADJUSTED  
 LW0772  ___________________________________________________________________
 LW0772  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW0772  DYNAMIC HT  -          37.120 (meters)     121.78  (feet)  COMP
 LW0772  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 LW0772
 LW0772  VERT ORDER  -  FIRST     CLASS I
 LW0772
 LW0772.The horizontal coordinates were scaled from a topographic map and have
 LW0772.an estimated accuracy of +/- 6 seconds.
 LW0772
 LW0772.The orthometric height was determined by differential leveling
 LW0772.and adjusted by the National Geodetic Survey in June 1991..
 LW0772
 LW0772.The geoid height was determined by GEOID03.
 LW0772
 LW0772.The dynamic height is computed by dividing the NAVD 88
 LW0772.geopotential number by the normal gravity value computed on the
 LW0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0772.degrees latitude (g = 980.6199 gals.).
 LW0772
 LW0772.The modeled gravity was interpolated from observed gravity values.
 LW0772
 LW0772;                    North         East    Units  Estimated Accuracy
 LW0772;SPC RI       -    41,070.       86,120.      MT  (+/- 180 meters Scaled)
 LW0772
 LW0772                          SUPERSEDED SURVEY CONTROL
 LW0772
 LW0772  NGVD 29 (??/??/92)   37.412  (m)          122.74   (f) ADJ UNCH    1 1
 LW0772
 LW0772.Superseded values are not recommended for survey control.
 LW0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0772.See file dsdata.txt to determine how the superseded data were derived.
 LW0772
 LW0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF773924(NAD 83)
 LW0772_MARKER: DB = BENCH MARK DISK
 LW0772_SETTING: 66 = SET IN ROCK OUTCROP
 LW0772_SP_SET: BEDROCK
 LW0772_STAMPING: U 18 1965
 LW0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0772+STABILITY: POSITION/ELEVATION WELL
 LW0772
 LW0772  HISTORY     - Date     Condition        Report By
 LW0772  HISTORY     - 1965     MONUMENTED       CGS
 LW0772  HISTORY     - 1969     GOOD             NGS
 LW0772  HISTORY     - 1984     GOOD             USPSQD
 LW0772  HISTORY     - 1988     GOOD             USPSQD
 LW0772  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW0772  HISTORY     - 1989     GOOD             USPSQD
 LW0772  HISTORY     - 1990     GOOD             USPSQD
 LW0772
 LW0772                          STATION DESCRIPTION
 LW0772
 LW0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0772'0.3 MI SW FROM CAROLINA.
 LW0772'0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 LW0772'OF STATE HIGHWAY 112 AT CAROLINA, ABOUT 0.75 MILE NORTHEAST
 LW0772'OF THE BRIDGE OVER THE PAWCATUCK RIVER, SET ON THE TOP OF A
 LW0772'LARGE MASS OF EXPOSED BEDROCK, 37 FEET NORTH OF THE CENTER LINE
 LW0772'OF THE HIGHWAY, 39 FEET NORTHWEST OF POWER LINE POLE NO. 698 AND
 LW0772'ABOUT 9 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0772
 LW0772                          STATION RECOVERY (1969)
 LW0772
 LW0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0772'RECOVERED IN GOOD CONDITION.
 LW0772
 LW0772                          STATION RECOVERY (1984)
 LW0772
 LW0772'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0772'RECOVERED IN GOOD CONDITION.
 LW0772
 LW0772                          STATION RECOVERY (1988)
 LW0772
 LW0772'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0772'RECOVERED IN GOOD CONDITION.
 LW0772
 LW0772                          STATION RECOVERY (1988)
 LW0772
 LW0772'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0772'MARK NOT FOUND.
 LW0772
 LW0772                          STATION RECOVERY (1989)
 LW0772
 LW0772'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0772'RECOVERED IN GOOD CONDITION.
 LW0772
 LW0772                          STATION RECOVERY (1990)
 LW0772
 LW0772'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1144 ***********************************************************************
 LW1144  DESIGNATION -  U 19
 LW1144  PID         -  LW1144
 LW1144  STATE/COUNTY-  RI/WASHINGTON
 LW1144  USGS QUAD   -  HOPE VALLEY (1975)
 LW1144
 LW1144                         *CURRENT SURVEY CONTROL
 LW1144  ___________________________________________________________________
 LW1144* NAD 83(1986)-  41 31 25.     (N)    071 44 10.     (W)     SCALED    
 LW1144* NAVD 88     -        50.748  (meters)     166.50   (feet)  ADJUSTED  
 LW1144  ___________________________________________________________________
 LW1144  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW1144  DYNAMIC HT  -          50.730 (meters)     166.44  (feet)  COMP
 LW1144  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 LW1144
 LW1144  VERT ORDER  -  SECOND    CLASS 0
 LW1144
 LW1144.The horizontal coordinates were scaled from a topographic map and have
 LW1144.an estimated accuracy of +/- 6 seconds.
 LW1144
 LW1144.The orthometric height was determined by differential leveling
 LW1144.and adjusted by the National Geodetic Survey in June 1991..
 LW1144
 LW1144.The geoid height was determined by GEOID03.
 LW1144
 LW1144.The dynamic height is computed by dividing the NAVD 88
 LW1144.geopotential number by the normal gravity value computed on the
 LW1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1144.degrees latitude (g = 980.6199 gals.).
 LW1144
 LW1144.The modeled gravity was interpolated from observed gravity values.
 LW1144
 LW1144;                    North         East    Units  Estimated Accuracy
 LW1144;SPC RI       -    48,920.       80,290.      MT  (+/- 180 meters Scaled)
 LW1144
 LW1144                          SUPERSEDED SURVEY CONTROL
 LW1144
 LW1144  NGVD 29 (??/??/92)   51.016  (m)          167.38   (f) ADJ UNCH    2 0
 LW1144
 LW1144.Superseded values are not recommended for survey control.
 LW1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1144.See file dsdata.txt to determine how the superseded data were derived.
 LW1144
 LW1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG717005(NAD 83)
 LW1144_MARKER: DB = BENCH MARK DISK
 LW1144_SETTING: 80 = SET IN A BOULDER
 LW1144_SP_SET: BOULDER
 LW1144_STAMPING: U 19 1969
 LW1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1144+STABILITY: SURFACE MOTION
 LW1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1144+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW1144
 LW1144  HISTORY     - Date     Condition        Report By
 LW1144  HISTORY     - 1969     MONUMENTED       CGS
 LW1144  HISTORY     - 1986     GOOD             USPSQD
 LW1144  HISTORY     - 1988     GOOD             USPSQD
 LW1144  HISTORY     - 1988     GOOD             USPSQD
 LW1144  HISTORY     - 19891214 GOOD             USPSQD
 LW1144  HISTORY     - 19901121 GOOD             USPSQD
 LW1144  HISTORY     - 20010807 GOOD             USPSQD
 LW1144
 LW1144                          STATION DESCRIPTION
 LW1144
 LW1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1144'1.9 MI W FROM HOPE VALLEY.
 LW1144'ABOUT 1.9 MILES SOUTH AND NORTHWEST ALONG STATE HIGHWAY 138 FROM
 LW1144'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, AT THE INSIDE OF A LONG
 LW1144'CURVE, 45.5 FEET WEST OF THE CENTER OF THE JUNCTION OF SAW MILL
 LW1144'ROAD AND THE HIGHWAY, SET IN THE TOP OF A 4-FOOT BOULDER WHICH
 LW1144'IS 4 FEET LONG AND 2 1/2 FEET WIDE, 28 1/2 FEET SOUTHWEST OF THE
 LW1144'CENTER LINE OF THE HIGHWAY AND 2 FEET ABOVE THE LEVEL OF THE
 LW1144'HIGHWAY.
 LW1144
 LW1144                          STATION RECOVERY (1986)
 LW1144
 LW1144'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1144'RECOVERED IN GOOD CONDITION.
 LW1144
 LW1144                          STATION RECOVERY (1988)
 LW1144
 LW1144'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1144'RECOVERED IN GOOD CONDITION.
 LW1144
 LW1144                          STATION RECOVERY (1988)
 LW1144
 LW1144'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1144'RECOVERED IN GOOD CONDITION.
 LW1144
 LW1144                          STATION RECOVERY (1989)
 LW1144
 LW1144'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1144'RECOVERED IN GOOD CONDITION.
 LW1144
 LW1144                          STATION RECOVERY (1990)
 LW1144
 LW1144'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1144'RECOVERED IN GOOD CONDITION.
 LW1144
 LW1144                          STATION RECOVERY (2001)
 LW1144
 LW1144'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1385 ***********************************************************************
 LW1385  DESIGNATION -  U 20
 LW1385  PID         -  LW1385
 LW1385  STATE/COUNTY-  RI/KENT
 LW1385  USGS QUAD   -  HOPE VALLEY (1975)
 LW1385
 LW1385                         *CURRENT SURVEY CONTROL
 LW1385  ___________________________________________________________________
 LW1385* NAD 83(1986)-  41 37 09.     (N)    071 38 43.     (W)     SCALED    
 LW1385* NAVD 88     -       121.283  (meters)     397.91   (feet)  ADJUSTED  
 LW1385  ___________________________________________________________________
 LW1385  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW1385  DYNAMIC HT  -         121.240 (meters)     397.77  (feet)  COMP
 LW1385  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 LW1385
 LW1385  VERT ORDER  -  SECOND    CLASS 0
 LW1385
 LW1385.The horizontal coordinates were scaled from a topographic map and have
 LW1385.an estimated accuracy of +/- 6 seconds.
 LW1385
 LW1385.The orthometric height was determined by differential leveling
 LW1385.and adjusted by the National Geodetic Survey in June 1991..
 LW1385
 LW1385.The geoid height was determined by GEOID03.
 LW1385
 LW1385.The dynamic height is computed by dividing the NAVD 88
 LW1385.geopotential number by the normal gravity value computed on the
 LW1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1385.degrees latitude (g = 980.6199 gals.).
 LW1385
 LW1385.The modeled gravity was interpolated from observed gravity values.
 LW1385
 LW1385;                    North         East    Units  Estimated Accuracy
 LW1385;SPC RI       -    59,520.       87,890.      MT  (+/- 180 meters Scaled)
 LW1385
 LW1385                          SUPERSEDED SURVEY CONTROL
 LW1385
 LW1385  NGVD 29 (??/??/92)  121.539  (m)          398.75   (f) ADJ UNCH    2 0
 LW1385
 LW1385.Superseded values are not recommended for survey control.
 LW1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1385.See file dsdata.txt to determine how the superseded data were derived.
 LW1385
 LW1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG796108(NAD 83)
 LW1385_MARKER: DB = BENCH MARK DISK
 LW1385_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LW1385_SP_SET: WINGWALL
 LW1385_STAMPING: U 20 1969
 LW1385_MARK LOGO: CGS   
 LW1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1385
 LW1385  HISTORY     - Date     Condition        Report By
 LW1385  HISTORY     - 1969     MONUMENTED       CGS
 LW1385  HISTORY     - 1984     GOOD             RIGS
 LW1385  HISTORY     - 1987     GOOD             USPSQD
 LW1385  HISTORY     - 19900331 GOOD             USPSQD
 LW1385
 LW1385                          STATION DESCRIPTION
 LW1385
 LW1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1385'8.9 MI SW FROM WARWICK.
 LW1385'ABOUT 8.9 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 95
 LW1385'FROM THE OVERPASS OVER STATE HIGHWAY 2 AT WARWICK, SET ON THE TOP
 LW1385'OF THE WING WALL AT THE SOUTH CORNER OF THE NORTHBOUND LANE OF
 LW1385'I-95 OVERPASS OVER ROBIN HOLLOW ROAD, 24 1/2 FEET SOUTHEAST OF
 LW1385'THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY AND 1
 LW1385'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW1385
 LW1385                          STATION RECOVERY (1984)
 LW1385
 LW1385'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1385'RECOVERED IN GOOD CONDITION.
 LW1385
 LW1385                          STATION RECOVERY (1987)
 LW1385
 LW1385'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1385'RECOVERED IN GOOD CONDITION.
 LW1385
 LW1385                          STATION RECOVERY (1990)
 LW1385
 LW1385'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1435 ***********************************************************************
 LW1435  DESIGNATION -  U 21
 LW1435  PID         -  LW1435
 LW1435  STATE/COUNTY-  RI/PROVIDENCE
 LW1435  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1435
 LW1435                         *CURRENT SURVEY CONTROL
 LW1435  ___________________________________________________________________
 LW1435* NAD 83(1986)-  41 45 23.     (N)    071 34 46.     (W)     SCALED    
 LW1435* NAVD 88     -        92.156  (meters)     302.35   (feet)  ADJUSTED  
 LW1435  ___________________________________________________________________
 LW1435  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW1435  DYNAMIC HT  -          92.125 (meters)     302.25  (feet)  COMP
 LW1435  MODELED GRAV-     980,283.9   (mgal)                       NAVD 88
 LW1435
 LW1435  VERT ORDER  -  SECOND    CLASS 0
 LW1435
 LW1435.The horizontal coordinates were scaled from a topographic map and have
 LW1435.an estimated accuracy of +/- 6 seconds.
 LW1435
 LW1435.The orthometric height was determined by differential leveling
 LW1435.and adjusted by the National Geodetic Survey in June 1991..
 LW1435
 LW1435.The geoid height was determined by GEOID03.
 LW1435
 LW1435.The dynamic height is computed by dividing the NAVD 88
 LW1435.geopotential number by the normal gravity value computed on the
 LW1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1435.degrees latitude (g = 980.6199 gals.).
 LW1435
 LW1435.The modeled gravity was interpolated from observed gravity values.
 LW1435
 LW1435;                    North         East    Units  Estimated Accuracy
 LW1435;SPC RI       -    74,750.       93,390.      MT  (+/- 180 meters Scaled)
 LW1435
 LW1435                          SUPERSEDED SURVEY CONTROL
 LW1435
 LW1435  NGVD 29 (??/??/92)   92.404  (m)          303.16   (f) ADJ UNCH    2 0
 LW1435
 LW1435.Superseded values are not recommended for survey control.
 LW1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1435.See file dsdata.txt to determine how the superseded data were derived.
 LW1435
 LW1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG855259(NAD 83)
 LW1435_MARKER: B = BOLT
 LW1435_SETTING: 66 = SET IN ROCK OUTCROP
 LW1435_SP_SET: ROCK LEDGE
 LW1435_STAMPING: U 21
 LW1435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1435+STABILITY: POSITION/ELEVATION WELL
 LW1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1435+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 LW1435
 LW1435  HISTORY     - Date     Condition        Report By
 LW1435  HISTORY     - UNK      MONUMENTED       RBNF
 LW1435  HISTORY     - 1969     GOOD             NGS
 LW1435  HISTORY     - 1987     GOOD             USPSQD
 LW1435  HISTORY     - 1989     GOOD             USPSQD
 LW1435  HISTORY     - 20030625 GOOD             INDIV
 LW1435  HISTORY     - 20050207 GOOD             USPSQD
 LW1435
 LW1435                          STATION DESCRIPTION
 LW1435
 LW1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1435'2.5 MI W FROM HOPE.
 LW1435'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1435'OF STATE HIGHWAY 115 AT HOPE, THENCE 0.5 MILE SOUTHWEST ALONG
 LW1435'STATE HIGHWAY 12, AT THE EAST END OF THE KENT DAM, SET IN THE
 LW1435'TOP OF A LARGE EXPOSED ROCK LEDGE, 50.5 FEET NORTH OF THE
 LW1435'CENTER LINE OF THE HIGHWAY, 14.5 FEET EAST OF THE SOUTHEAST
 LW1435'CORNER OF A LARGE STONE MONUMENT WHICH SUPPORTS A PLAQUE TO THE
 LW1435'DAM, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- STAMPED BY
 LW1435'THIS PARTY.
 LW1435
 LW1435                          STATION RECOVERY (1987)
 LW1435
 LW1435'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1435'RECOVERED IN GOOD CONDITION.
 LW1435
 LW1435                          STATION RECOVERY (1989)
 LW1435
 LW1435'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1435'RECOVERED IN GOOD CONDITION.
 LW1435
 LW1435                          STATION RECOVERY (2003)
 LW1435
 LW1435'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JAD)
 LW1435'GPS NO
 LW1435
 LW1435                          STATION RECOVERY (2005)
 LW1435
 LW1435'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0968 ***********************************************************************
 LW0968  DESIGNATION -  U 22
 LW0968  PID         -  LW0968
 LW0968  STATE/COUNTY-  RI/WASHINGTON
 LW0968  USGS QUAD   -  KINGSTON (1975)
 LW0968
 LW0968                         *CURRENT SURVEY CONTROL
 LW0968  ___________________________________________________________________
 LW0968* NAD 83(1986)-  41 25 38.     (N)    071 31 12.     (W)     SCALED    
 LW0968* NAVD 88     -        20.514  (meters)      67.30   (feet)  ADJUSTED  
 LW0968  ___________________________________________________________________
 LW0968  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW0968  DYNAMIC HT  -          20.507 (meters)      67.28  (feet)  COMP
 LW0968  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 LW0968
 LW0968  VERT ORDER  -  SECOND    CLASS 0
 LW0968
 LW0968.The horizontal coordinates were scaled from a topographic map and have
 LW0968.an estimated accuracy of +/- 6 seconds.
 LW0968
 LW0968.The orthometric height was determined by differential leveling
 LW0968.and adjusted by the National Geodetic Survey in June 1991..
 LW0968
 LW0968.The geoid height was determined by GEOID03.
 LW0968
 LW0968.The dynamic height is computed by dividing the NAVD 88
 LW0968.geopotential number by the normal gravity value computed on the
 LW0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0968.degrees latitude (g = 980.6199 gals.).
 LW0968
 LW0968.The modeled gravity was interpolated from observed gravity values.
 LW0968
 LW0968;                    North         East    Units  Estimated Accuracy
 LW0968;SPC RI       -    38,190.       98,330.      MT  (+/- 180 meters Scaled)
 LW0968
 LW0968                          SUPERSEDED SURVEY CONTROL
 LW0968
 LW0968  NGVD 29 (??/??/92)   20.792  (m)           68.22   (f) ADJ UNCH    2 0
 LW0968
 LW0968.Superseded values are not recommended for survey control.
 LW0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0968.See file dsdata.txt to determine how the superseded data were derived.
 LW0968
 LW0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF894892(NAD 83)
 LW0968_MARKER: DB = BENCH MARK DISK
 LW0968_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW0968_SP_SET: HEADWALL
 LW0968_STAMPING: U 22 1969
 LW0968_MARK LOGO: CGS   
 LW0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0968+STABILITY: SURFACE MOTION
 LW0968
 LW0968  HISTORY     - Date     Condition        Report By
 LW0968  HISTORY     - 1969     MONUMENTED       CGS
 LW0968  HISTORY     - 1984     GOOD             USPSQD
 LW0968  HISTORY     - 19860606 GOOD             RIGS
 LW0968  HISTORY     - 1988     GOOD             USPSQD
 LW0968  HISTORY     - 1989     GOOD             USPSQD
 LW0968
 LW0968                          STATION DESCRIPTION
 LW0968
 LW0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0968'1 MI SW FROM WAKEFIELD.
 LW0968'ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 LW0968'OVER POND STREET AT WAKEFIELD, NEAR THE JUNCTION OF STATE
 LW0968'HIGHWAY 1A LEADING SOUTHWEST, SET IN THE TOP OF THE NORTHEAST
 LW0968'END OF THE NORTHWEST CONCRETE HEAD WALL FOR A 5-FOOT BOX CULVERT
 LW0968'WITH WING WALLS AND UNDER OLD U.S. HIGHWAY 1, 165.8 FEET SOUTH OF
 LW0968'THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 35.8
 LW0968'FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY 1 AND ABOUT LEVEL
 LW0968'WITH THE OLD HIGHWAY.
 LW0968
 LW0968                          STATION RECOVERY (1984)
 LW0968
 LW0968'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0968'RECOVERED IN GOOD CONDITION.
 LW0968
 LW0968                          STATION RECOVERY (1986)
 LW0968
 LW0968'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0968'ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0968'POND STREET AT WAKEFIELD, NEAR THE JUNCTION OF STATE HIGHWAY 1A
 LW0968'LEADING SOUTHWEST, SET IN THE TOP OF THE NORTHEAST END OF THE
 LW0968'NORTHWEST CONCRETE HEAD WALL FOR A 5-FOOT BOX CULVERT WITH WING WALLS
 LW0968'AND UNDER OLD U.S. HIGHWAY 1, 165.8 FEET SOUTH OF THE CENTER LINE OF
 LW0968'THE NORTHBOUND LANE OF THE HIGHWAY, 35.8 FEET WEST OF THE CENTER LINE
 LW0968'OF THE OLD HIGHWAY 1 AND ABOUT LEVEL WITH THE OLD HIGHWAY.  IN 1984
 LW0968'THIS POINT WAS REPORTED BY USPSQD AS BEING IN GOOD CONDITION.
 LW0968
 LW0968                          STATION RECOVERY (1988)
 LW0968
 LW0968'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW0968'RECOVERED IN GOOD CONDITION.
 LW0968
 LW0968                          STATION RECOVERY (1989)
 LW0968
 LW0968'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0356 ***********************************************************************
 LW0356  DESIGNATION -  U 23
 LW0356  PID         -  LW0356
 LW0356  STATE/COUNTY-  RI/KENT
 LW0356  USGS QUAD   -  EAST GREENWICH (1975)
 LW0356
 LW0356                         *CURRENT SURVEY CONTROL
 LW0356  ___________________________________________________________________
 LW0356* NAD 83(1986)-  41 40 04.     (N)    071 29 06.     (W)     SCALED    
 LW0356* NAVD 88     -        44.353  (meters)     145.51   (feet)  ADJUSTED  
 LW0356  ___________________________________________________________________
 LW0356  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW0356  DYNAMIC HT  -          44.337 (meters)     145.46  (feet)  COMP
 LW0356  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 LW0356
 LW0356  VERT ORDER  -  SECOND    CLASS 0
 LW0356
 LW0356.The horizontal coordinates were scaled from a topographic map and have
 LW0356.an estimated accuracy of +/- 6 seconds.
 LW0356
 LW0356.The orthometric height was determined by differential leveling
 LW0356.and adjusted by the National Geodetic Survey in June 1991..
 LW0356
 LW0356.The geoid height was determined by GEOID03.
 LW0356
 LW0356.The dynamic height is computed by dividing the NAVD 88
 LW0356.geopotential number by the normal gravity value computed on the
 LW0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0356.degrees latitude (g = 980.6199 gals.).
 LW0356
 LW0356.The modeled gravity was interpolated from observed gravity values.
 LW0356
 LW0356;                    North         East    Units  Estimated Accuracy
 LW0356;SPC RI       -    64,910.      101,250.      MT  (+/- 180 meters Scaled)
 LW0356
 LW0356                          SUPERSEDED SURVEY CONTROL
 LW0356
 LW0356  NGVD 29 (??/??/92)   44.611  (m)          146.36   (f) ADJ UNCH    2 0
 LW0356
 LW0356.Superseded values are not recommended for survey control.
 LW0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0356.See file dsdata.txt to determine how the superseded data were derived.
 LW0356
 LW0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG931158(NAD 83)
 LW0356_MARKER: DB = BENCH MARK DISK
 LW0356_SETTING: 80 = SET IN A BOULDER
 LW0356_SP_SET: BOULDER
 LW0356_STAMPING: U 23 1969
 LW0356_MARK LOGO: CGS   
 LW0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0356+STABILITY: SURFACE MOTION
 LW0356
 LW0356  HISTORY     - Date     Condition        Report By
 LW0356  HISTORY     - 1969     MONUMENTED       CGS
 LW0356  HISTORY     - 1986     GOOD             RIGS
 LW0356
 LW0356                          STATION DESCRIPTION
 LW0356
 LW0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0356'0.8 MI NE FROM WEST WARWICK.
 LW0356'ABOUT 0.85 MILE NORTHEAST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0356'OVERPASS OVER STATE HIGHWAY 2 AT WEST WARWICK, ALONG THE NORTHBOUND
 LW0356'LANE OF THE HIGHWAY, AT THE NORTHEAST END OF A FILL, SET ON THE
 LW0356'TOP OF THE SOUTH END OF AN 8 BY- 6 FOOT BURIED BOULDER WHICH
 LW0356'PROJECTS 1 1/2 FEET ABOVE THE GROUND, 47 FEET NORTHWEST OF THE
 LW0356'CENTER LINE OF THE MOST NORTHWEST LANE OF 5 LANES, 26 FEET NORTH
 LW0356'OF THE NORTHEAST END OF A GUARD RAIL AND ABOUT LEVEL WITH THE
 LW0356'HIGHWAY.
 LW0356
 LW0356                          STATION RECOVERY (1986)
 LW0356
 LW0356'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0540 ***********************************************************************
 LW0540  DESIGNATION -  U 24
 LW0540  PID         -  LW0540
 LW0540  STATE/COUNTY-  RI/PROVIDENCE
 LW0540  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW0540
 LW0540                         *CURRENT SURVEY CONTROL
 LW0540  ___________________________________________________________________
 LW0540* NAD 83(1986)-  41 47 50.     (N)    071 21 08.     (W)     SCALED    
 LW0540* NAVD 88     -        17.775  (meters)      58.32   (feet)  ADJUSTED  
 LW0540  ___________________________________________________________________
 LW0540  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW0540  DYNAMIC HT  -          17.770 (meters)      58.30  (feet)  COMP
 LW0540  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 LW0540
 LW0540  VERT ORDER  -  SECOND    CLASS 0
 LW0540
 LW0540.The horizontal coordinates were scaled from a topographic map and have
 LW0540.an estimated accuracy of +/- 6 seconds.
 LW0540
 LW0540.The orthometric height was determined by differential leveling
 LW0540.and adjusted by the National Geodetic Survey in June 1991..
 LW0540
 LW0540.The geoid height was determined by GEOID03.
 LW0540
 LW0540.The dynamic height is computed by dividing the NAVD 88
 LW0540.geopotential number by the normal gravity value computed on the
 LW0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0540.degrees latitude (g = 980.6199 gals.).
 LW0540
 LW0540.The modeled gravity was interpolated from observed gravity values.
 LW0540
 LW0540;                    North         East    Units  Estimated Accuracy
 LW0540;SPC RI       -    79,300.      112,280.      MT  (+/- 180 meters Scaled)
 LW0540
 LW0540                          SUPERSEDED SURVEY CONTROL
 LW0540
 LW0540  NGVD 29 (??/??/92)   18.028  (m)           59.15   (f) ADJ UNCH    2 0
 LW0540
 LW0540.Superseded values are not recommended for survey control.
 LW0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0540.See file dsdata.txt to determine how the superseded data were derived.
 LW0540
 LW0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG045299(NAD 83)
 LW0540_MARKER: DB = BENCH MARK DISK
 LW0540_SETTING: 66 = SET IN ROCK OUTCROP
 LW0540_SP_SET: ROCK OUTCROP
 LW0540_STAMPING: U 24 1969
 LW0540_MARK LOGO: CGS   
 LW0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0540+STABILITY: POSITION/ELEVATION WELL
 LW0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0540+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004
 LW0540
 LW0540  HISTORY     - Date     Condition        Report By
 LW0540  HISTORY     - 1969     MONUMENTED       CGS
 LW0540  HISTORY     - 1987     GOOD             RIGS
 LW0540  HISTORY     - 20040427 GOOD             EPDPW
 LW0540
 LW0540                          STATION DESCRIPTION
 LW0540
 LW0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0540'5.4 MI N FROM BARRINGTON.
 LW0540'ABOUT 5.4 MILES NORTH ALONG STATE HIGHWAY 114 AND 103 FROM THE
 LW0540'POST OFFICE AT BARRINGTON, 0.1 MILE NORTH OF THE WAMPANOAG TRAIL
 LW0540'OVERPASS OVER STATE HIGHWAY 114, AT THE EXIT TO WAMPANOAG TRAIL
 LW0540'FROM THE SOUTHBOUND LANE, SET IN THE TOP OF THE CENTER OF A
 LW0540'5-BY-1.5 FOOT EXPOSED PART OF A ROCK OUTCROP WHICH PROJECTS 1/2
 LW0540'FOOT ABOVE THE LEVEL OF THE GROUND, 63 FEET WEST OF AND ACROSS
 LW0540'THE EXIT ROAD FROM THE WEST CURB OF THE SOUTHBOUND LANE OF STATE
 LW0540'HIGHWAY 114, 44.5 FEET SOUTHWEST OF METAL POST NO. 351, 21 FEET
 LW0540'WEST OF THE WEST CURB OF THE EXIT ROAD, 7 FEET EAST OF THE
 LW0540'RIGHT-OF-WAY FENCE LINE, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 LW0540'THE HIGHWAY.  NOTE-- MARK MAY BE REACHED BY GOING 3.3 MILES EAST
 LW0540'ALONG INTERSTATE HIGHWAY 195 FROM THE JUNCTION OF INTERSTATE
 LW0540'HIGHWAY 95 AT PROVIDENCE, THENCE 1.1 MILES SOUTH ALONG STATE
 LW0540'HIGHWAY 114.
 LW0540
 LW0540                          STATION RECOVERY (1987)
 LW0540
 LW0540'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0540'RECOVERED IN GOOD CONDITION.
 LW0540
 LW0540                          STATION RECOVERY (2004)
 LW0540
 LW0540'RECOVERY NOTE BY   2004
 LW0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1244 ***********************************************************************
 LW1244  DESIGNATION -  U 25
 LW1244  PID         -  LW1244
 LW1244  STATE/COUNTY-  RI/PROVIDENCE
 LW1244  USGS QUAD   -  THOMPSON (1974)
 LW1244
 LW1244                         *CURRENT SURVEY CONTROL
 LW1244  ___________________________________________________________________
 LW1244* NAD 83(1986)-  41 53 27.     (N)    071 46 33.     (W)     SCALED    
 LW1244* NAVD 88     -       183.110  (meters)     600.75   (feet)  ADJUSTED  
 LW1244  ___________________________________________________________________
 LW1244  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW1244  DYNAMIC HT  -         183.044 (meters)     600.54  (feet)  COMP
 LW1244  MODELED GRAV-     980,261.7   (mgal)                       NAVD 88
 LW1244
 LW1244  VERT ORDER  -  SECOND    CLASS 0
 LW1244
 LW1244.The horizontal coordinates were scaled from a topographic map and have
 LW1244.an estimated accuracy of +/- 6 seconds.
 LW1244
 LW1244.The orthometric height was determined by differential leveling
 LW1244.and adjusted by the National Geodetic Survey in June 1991..
 LW1244
 LW1244.The geoid height was determined by GEOID03.
 LW1244
 LW1244.The dynamic height is computed by dividing the NAVD 88
 LW1244.geopotential number by the normal gravity value computed on the
 LW1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1244.degrees latitude (g = 980.6199 gals.).
 LW1244
 LW1244.The modeled gravity was interpolated from observed gravity values.
 LW1244
 LW1244;                    North         East    Units  Estimated Accuracy
 LW1244;SPC RI       -    89,720.       77,110.      MT  (+/- 180 meters Scaled)
 LW1244
 LW1244                          SUPERSEDED SURVEY CONTROL
 LW1244
 LW1244  NGVD 29 (??/??/92)  183.348  (m)          601.53   (f) ADJ UNCH    2 0
 LW1244
 LW1244.Superseded values are not recommended for survey control.
 LW1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1244.See file dsdata.txt to determine how the superseded data were derived.
 LW1244
 LW1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG697413(NAD 83)
 LW1244_MARKER: DB = BENCH MARK DISK
 LW1244_SETTING: 66 = SET IN ROCK OUTCROP
 LW1244_SP_SET: ROCK LEDGE
 LW1244_STAMPING: U 25 1969
 LW1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1244+STABILITY: POSITION/ELEVATION WELL
 LW1244
 LW1244  HISTORY     - Date     Condition        Report By
 LW1244  HISTORY     - 1969     MONUMENTED       CGS
 LW1244  HISTORY     - 19900524 GOOD             USPSQD
 LW1244
 LW1244                          STATION DESCRIPTION
 LW1244
 LW1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1244'2.9 MI N FROM FOSTER.
 LW1244'ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE
 LW1244'INTERSECTION OF STATE HIGHWAY 101 AT FOSTER, ON THE OUTSIDE AND
 LW1244'NEAR THE SOUTH END OF A CURVE, SET ON THE TOP OF THE WEST EDGE
 LW1244'OF A ROCK LEDGE WHICH IS 12 FEET LONG AND 2 FEET HIGH AND UNDER
 LW1244'A 15 FOOT HIGH CUT, 20 FEET EAST OF THE CENTER LINE OF THE
 LW1244'HIGHWAY, 29 FEET NORTH OF THE WEST CORNER OF A LARGE SLOPING
 LW1244'ROCK ON THE WEST FACE OF THE CUT, 5 1/2 FEET NORTHWEST OF POWER
 LW1244'LINE POLE 81, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 LW1244'HIGHWAY.
 LW1244
 LW1244                          STATION RECOVERY (1990)
 LW1244
 LW1244'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1212 ***********************************************************************
 LW1212  DESIGNATION -  U 26
 LW1212  PID         -  LW1212
 LW1212  STATE/COUNTY-  RI/PROVIDENCE
 LW1212  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1212
 LW1212                         *CURRENT SURVEY CONTROL
 LW1212  ___________________________________________________________________
 LW1212* NAD 83(1986)-  41 59 01.     (N)    071 36 23.     (W)     SCALED    
 LW1212* NAVD 88     -        84.880  (meters)     278.48   (feet)  ADJUSTED  
 LW1212  ___________________________________________________________________
 LW1212  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LW1212  DYNAMIC HT  -          84.852 (meters)     278.39  (feet)  COMP
 LW1212  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 LW1212
 LW1212  VERT ORDER  -  SECOND    CLASS 0
 LW1212
 LW1212.The horizontal coordinates were scaled from a topographic map and have
 LW1212.an estimated accuracy of +/- 6 seconds.
 LW1212
 LW1212.The orthometric height was determined by differential leveling
 LW1212.and adjusted by the National Geodetic Survey in June 1991..
 LW1212
 LW1212.The geoid height was determined by GEOID03.
 LW1212
 LW1212.The dynamic height is computed by dividing the NAVD 88
 LW1212.geopotential number by the normal gravity value computed on the
 LW1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1212.degrees latitude (g = 980.6199 gals.).
 LW1212
 LW1212.The modeled gravity was interpolated from observed gravity values.
 LW1212
 LW1212;                    North         East    Units  Estimated Accuracy
 LW1212;SPC RI       -    99,990.       91,180.      MT  (+/- 180 meters Scaled)
 LW1212
 LW1212                          SUPERSEDED SURVEY CONTROL
 LW1212
 LW1212  NGVD 29 (??/??/92)   85.123  (m)          279.27   (f) ADJ UNCH    2 0
 LW1212
 LW1212.Superseded values are not recommended for survey control.
 LW1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1212.See file dsdata.txt to determine how the superseded data were derived.
 LW1212
 LW1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG840512(NAD 83)
 LW1212_MARKER: DB = BENCH MARK DISK
 LW1212_SETTING: 66 = SET IN ROCK OUTCROP
 LW1212_SP_SET: ROCK OUTCROP
 LW1212_STAMPING: U 26 1969
 LW1212_MARK LOGO: CGS   
 LW1212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1212+STABILITY: POSITION/ELEVATION WELL
 LW1212
 LW1212  HISTORY     - Date     Condition        Report By
 LW1212  HISTORY     - 1969     MONUMENTED       CGS
 LW1212  HISTORY     - 1986     GOOD             RIGS
 LW1212  HISTORY     - 1988     GOOD             USPSQD
 LW1212  HISTORY     - 19900825 GOOD             USPSQD
 LW1212
 LW1212                          STATION DESCRIPTION
 LW1212
 LW1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1212'2 MI SW FROM SLATERSVILLE.
 LW1212'ABOUT 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 102 FROM THE
 LW1212'JUNCTION OF STATE HIGHWAY 5 AT SLATERSVILLE, ABOUT 0.5 MILE
 LW1212'NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 7 AT NASONVILLE,
 LW1212'ABOUT 0.1 MILE SOUTHWEST OF THE INTERSECTION OF INMAN ROAD,
 LW1212'SET IN THE TOP OF A ROCK LEDGE WHICH IS 8 FEET LONG-2 FEET WIDE
 LW1212'AND 1 1/2 FEET HIGH, AT THE BASE OF A 50-FOOT LONG ROCK CUT
 LW1212'WHICH IS 10 FEET HIGH AT THE HIGHEST POINT, 47 FEET NORTH OF
 LW1212'THE CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF THE EAST END OF
 LW1212'THE ROCK PART OF THE CUT AND LEVEL WITH THE HIGHWAY.
 LW1212
 LW1212                          STATION RECOVERY (1986)
 LW1212
 LW1212'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1212'RECOVERED IN GOOD CONDITION.
 LW1212
 LW1212                          STATION RECOVERY (1988)
 LW1212
 LW1212'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1212'RECOVERED IN GOOD CONDITION.
 LW1212
 LW1212                          STATION RECOVERY (1990)
 LW1212
 LW1212'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0223 ***********************************************************************
 LW0223  DESIGNATION -  U 27
 LW0223  PID         -  LW0223
 LW0223  STATE/COUNTY-  RI/NEWPORT
 LW0223  USGS QUAD   -  FALL RIVER (1979)
 LW0223
 LW0223                         *CURRENT SURVEY CONTROL
 LW0223  ___________________________________________________________________
 LW0223* NAD 83(1986)-  41 38 16.     (N)    071 13 07.     (W)     SCALED    
 LW0223* NAVD 88     -        11.727  (meters)      38.47   (feet)  ADJUSTED  
 LW0223  ___________________________________________________________________
 LW0223  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW0223  DYNAMIC HT  -          11.723 (meters)      38.46  (feet)  COMP
 LW0223  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 LW0223
 LW0223  VERT ORDER  -  SECOND    CLASS 0
 LW0223
 LW0223.The horizontal coordinates were scaled from a topographic map and have
 LW0223.an estimated accuracy of +/- 6 seconds.
 LW0223
 LW0223.The orthometric height was determined by differential leveling
 LW0223.and adjusted by the National Geodetic Survey in June 1991..
 LW0223
 LW0223.The geoid height was determined by GEOID03.
 LW0223
 LW0223.The dynamic height is computed by dividing the NAVD 88
 LW0223.geopotential number by the normal gravity value computed on the
 LW0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0223.degrees latitude (g = 980.6199 gals.).
 LW0223
 LW0223.The modeled gravity was interpolated from observed gravity values.
 LW0223
 LW0223;                    North         East    Units  Estimated Accuracy
 LW0223;SPC RI       -    61,620.      123,450.      MT  (+/- 180 meters Scaled)
 LW0223
 LW0223                          SUPERSEDED SURVEY CONTROL
 LW0223
 LW0223  NGVD 29 (??/??/92)   11.985  (m)           39.32   (f) ADJ UNCH    2 0
 LW0223
 LW0223.Superseded values are not recommended for survey control.
 LW0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0223.See file dsdata.txt to determine how the superseded data were derived.
 LW0223
 LW0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG152119(NAD 83)
 LW0223_MARKER: DB = BENCH MARK DISK
 LW0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0223_SP_SET: ABUTMENT
 LW0223_STAMPING: U 27 1969
 LW0223_MARK LOGO: CGS   
 LW0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0223
 LW0223  HISTORY     - Date     Condition        Report By
 LW0223  HISTORY     - 1969     MONUMENTED       CGS
 LW0223  HISTORY     - 19870701 GOOD             RIGS
 LW0223
 LW0223                          STATION DESCRIPTION
 LW0223
 LW0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0223'AT PORTSMOUTH.
 LW0223'AT PORTSMOUTH, ALONG STATE HIGHWAY 24, SET ON THE TOP OF THE
 LW0223'SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE STATE HIGHWAY
 LW0223'24 BRIDGE OVER THE SAKONNET RIVER, 21.0 FEET SOUTH OF THE CENTER
 LW0223'LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY AND 1 FOOT ABOVE
 LW0223'THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED BY GOING
 LW0223'0.55 MILE WEST ALONG STATE HIGHWAY 24 FROM THE EAST END OF THE
 LW0223'STATE HIGHWAY BRIDGE OVER THE SAKONNET RIVER AT TIVERTON.
 LW0223
 LW0223                          STATION RECOVERY (1987)
 LW0223
 LW0223'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0223'AT PORTSMOUTH, ALONG STATE HIGHWAY 24, SET ON THE TOP OF THE
 LW0223'SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE STATE HIGHWAY
 LW0223'24 BRIDGE OVER THE SAKONNET RIVER, 21.0 FEET SOUTH OF THE CENTER
 LW0223'LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY AND 1 FOOT ABOVE
 LW0223'THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED BY GOING
 LW0223'0.55 MILE WEST ALONG STATE HIGHWAY 24 FROM THE EAST END OF THE
 LW0223'STATE HIGHWAY BRIDGE OVER THE SAKONNET RIVER AT TIVERTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0576 ***********************************************************************
 LW0576  DESIGNATION -  U 28
 LW0576  PID         -  LW0576
 LW0576  STATE/COUNTY-  RI/NEWPORT
 LW0576  USGS QUAD   -  NEWPORT (1975)
 LW0576
 LW0576                         *CURRENT SURVEY CONTROL
 LW0576  ___________________________________________________________________
 LW0576* NAD 83(1986)-  41 29 51.     (N)    071 18 26.     (W)     SCALED    
 LW0576* NAVD 88     -        21.869  (meters)      71.75   (feet)  ADJUSTED  
 LW0576  ___________________________________________________________________
 LW0576  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW0576  DYNAMIC HT  -          21.862 (meters)      71.73  (feet)  COMP
 LW0576  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 LW0576
 LW0576  VERT ORDER  -  SECOND    CLASS 0
 LW0576
 LW0576.The horizontal coordinates were scaled from a topographic map and have
 LW0576.an estimated accuracy of +/- 6 seconds.
 LW0576
 LW0576.The orthometric height was determined by differential leveling
 LW0576.and adjusted by the National Geodetic Survey in June 1991..
 LW0576
 LW0576.The geoid height was determined by GEOID03.
 LW0576
 LW0576.The dynamic height is computed by dividing the NAVD 88
 LW0576.geopotential number by the normal gravity value computed on the
 LW0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0576.degrees latitude (g = 980.6199 gals.).
 LW0576
 LW0576.The modeled gravity was interpolated from observed gravity values.
 LW0576
 LW0576;                    North         East    Units  Estimated Accuracy
 LW0576;SPC RI       -    46,020.      116,100.      MT  (+/- 180 meters Scaled)
 LW0576
 LW0576                          SUPERSEDED SURVEY CONTROL
 LW0576
 LW0576  NGVD 29 (??/??/92)   22.136  (m)           72.62   (f) ADJ UNCH    2 0
 LW0576
 LW0576.Superseded values are not recommended for survey control.
 LW0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0576.See file dsdata.txt to determine how the superseded data were derived.
 LW0576
 LW0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF074965(NAD 83)
 LW0576_MARKER: DB = BENCH MARK DISK
 LW0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0576_SP_SET: CONCRETE AREA WAY
 LW0576_STAMPING: U 28 1969
 LW0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0576+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 LW0576
 LW0576  HISTORY     - Date     Condition        Report By
 LW0576  HISTORY     - 1969     MONUMENTED       CGS
 LW0576  HISTORY     - 1987     GOOD             USPSQD
 LW0576  HISTORY     - 1989     GOOD             USPSQD
 LW0576  HISTORY     - 20060106 GOOD             USPSQD
 LW0576
 LW0576                          STATION DESCRIPTION
 LW0576
 LW0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0576'0.1 MI N FROM NEWPORT.
 LW0576'AT NEWPORT, ABOUT 0.1 MILE NORTH ALONG BROADWAY FROM THE BROADWAY
 LW0576'BRANCH POST OFFICE AT NEWPORT, SET ON THE TOP OF THE WEST CORNER
 LW0576'OF A 13-BY-9-FEET AND 23 FEET DEEP CONCRETE AREAWAY NEAR THE WEST
 LW0576'CORNER OF THE WEST WING OF THE NEWPORT HOSPITAL, 105 FEET SOUTHEAST
 LW0576'OF THE CENTER LINE OF BROADWAY, 45 FEET NORTHEAST OF THE CENTER
 LW0576'LINE OF POWELL AVENUE, 13 FEET NORTH OF THE WEST CORNER OF THE
 LW0576'BUILDING AND 1 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
 LW0576
 LW0576                          STATION RECOVERY (1987)
 LW0576
 LW0576'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0576'RECOVERED IN GOOD CONDITION.
 LW0576
 LW0576                          STATION RECOVERY (1989)
 LW0576
 LW0576'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0576'RECOVERED IN GOOD CONDITION.
 LW0576
 LW0576                          STATION RECOVERY (2006)
 LW0576
 LW0576'RECOVERY NOTE BY US POWER SQUADRON 2006 (TLG)
 LW0576'COORDINATES BY GPS ARE 41 29 50.5 N  071 18 26.1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0307 ***********************************************************************
 LW0307  DESIGNATION -  U 29
 LW0307  PID         -  LW0307
 LW0307  STATE/COUNTY-  RI/PROVIDENCE
 LW0307  USGS QUAD   -  PAWTUCKET (1975)
 LW0307
 LW0307                         *CURRENT SURVEY CONTROL
 LW0307  ___________________________________________________________________
 LW0307* NAD 83(1986)-  41 57 09.     (N)    071 23 15.     (W)     SCALED    
 LW0307* NAVD 88     -        43.428  (meters)     142.48   (feet)  ADJUSTED  
 LW0307  ___________________________________________________________________
 LW0307  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LW0307  DYNAMIC HT  -          43.415 (meters)     142.44  (feet)  COMP
 LW0307  MODELED GRAV-     980,324.7   (mgal)                       NAVD 88
 LW0307
 LW0307  VERT ORDER  -  SECOND    CLASS 0
 LW0307
 LW0307.The horizontal coordinates were scaled from a topographic map and have
 LW0307.an estimated accuracy of +/- 6 seconds.
 LW0307
 LW0307.The orthometric height was determined by differential leveling
 LW0307.and adjusted by the National Geodetic Survey in June 1991..
 LW0307
 LW0307.The geoid height was determined by GEOID03.
 LW0307
 LW0307.The dynamic height is computed by dividing the NAVD 88
 LW0307.geopotential number by the normal gravity value computed on the
 LW0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0307.degrees latitude (g = 980.6199 gals.).
 LW0307
 LW0307.The modeled gravity was interpolated from observed gravity values.
 LW0307
 LW0307;                    North         East    Units  Estimated Accuracy
 LW0307;SPC RI       -    96,540.      109,330.      MT  (+/- 180 meters Scaled)
 LW0307
 LW0307                          SUPERSEDED SURVEY CONTROL
 LW0307
 LW0307  NGVD 29 (??/??/92)   43.665  (m)          143.26   (f) ADJ UNCH    2 0
 LW0307
 LW0307.Superseded values are not recommended for survey control.
 LW0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0307.See file dsdata.txt to determine how the superseded data were derived.
 LW0307
 LW0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG021472(NAD 83)
 LW0307_MARKER: DB = BENCH MARK DISK
 LW0307_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW0307_SP_SET: GUARDRAIL BASE
 LW0307_STAMPING: U 29 1969
 LW0307_MARK LOGO: CGS   
 LW0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0307
 LW0307  HISTORY     - Date     Condition        Report By
 LW0307  HISTORY     - 1969     MONUMENTED       CGS
 LW0307  HISTORY     - 1985     GOOD             LOCSUR
 LW0307  HISTORY     - 1985     GOOD             RIGS
 LW0307
 LW0307                          STATION DESCRIPTION
 LW0307
 LW0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0307'4.8 MI NE FROM CUMBERLAND.
 LW0307'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 114 FROM THE TOWN HALL
 LW0307'AT CUMBERLAND, THENCE 0.8 MILE EAST ALONG INTERSTATE HIGHWAY 295,
 LW0307'SET ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE GUARD RAIL
 LW0307'BASE FOR THE HIGHWAY OVERPASS OVER ABBOT RUN VALLEY ROAD, 29 FEET
 LW0307'SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY,
 LW0307'DIRECTLY OVER THE SOUTH END OF THE WEST BRIDGE ABUTMENT AND
 LW0307'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0307
 LW0307                          STATION RECOVERY (1985)
 LW0307
 LW0307'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0307'RECOVERED IN GOOD CONDITION.
 LW0307
 LW0307                          STATION RECOVERY (1985)
 LW0307
 LW0307'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5611 ***********************************************************************
 LW5611  DESIGNATION -  U 30 RESET
 LW5611  PID         -  LW5611
 LW5611  STATE/COUNTY-  RI/PROVIDENCE
 LW5611  USGS QUAD   -  PROVIDENCE (1975)
 LW5611
 LW5611                         *CURRENT SURVEY CONTROL
 LW5611  ___________________________________________________________________
 LW5611* NAD 83(1986)-  41 52 11.     (N)    071 25 50.     (W)     SCALED    
 LW5611* NAVD 88     -        54.91   (meters)     180.2    (feet)  RESET     
 LW5611  ___________________________________________________________________
 LW5611  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LW5611
 LW5611  VERT ORDER  -  THIRD
 LW5611
 LW5611.The horizontal coordinates were scaled from a topographic map and have
 LW5611.an estimated accuracy of +/- 6 seconds.
 LW5611
 LW5611.The orthometric height was computed from unverified reset data.
 LW5611.No vertical observational check was made to the station.
 LW5611
 LW5611.The geoid height was determined by GEOID03.
 LW5611
 LW5611;                    North         East    Units  Estimated Accuracy
 LW5611;SPC RI       -    87,340.      105,770.      MT  (+/- 180 meters Scaled)
 LW5611
 LW5611                          SUPERSEDED SURVEY CONTROL
 LW5611
 LW5611  NGVD 29 (11/21/01)   55.16   (m)          181.0    (f) RESET       3  
 LW5611
 LW5611.Superseded values are not recommended for survey control.
 LW5611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5611.See file dsdata.txt to determine how the superseded data were derived.
 LW5611
 LW5611_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG982381(NAD 83)
 LW5611_MARKER: DB = BENCH MARK DISK
 LW5611_SETTING: 80 = SET IN A BOULDER
 LW5611_SP_SET: BOULDER
 LW5611_STAMPING: U 30 RESET 1989
 LW5611_MARK LOGO: NGS   
 LW5611_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5611+STABILITY: SURFACE MOTION
 LW5611
 LW5611  HISTORY     - Date     Condition        Report By
 LW5611  HISTORY     - 1989     MONUMENTED       RIGS
 LW5611
 LW5611                          STATION DESCRIPTION
 LW5611
 LW5611'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5611'4.08 KM (2.55 MI) NORTH ALONG CHARLES STREET AND STATE ROUTE 146 FROM
 LW5611'THE INTERSTATE 95 OVERPASS OVER CHARLES STREET IN PROVIDENCE, AND
 LW5611'ABOUT 0.25 KM (0.15 MI) NORTH OF THE ROUTE 146 OVERPASS OVER MINERAL
 LW5611'SPRING AVENUE (STATE ROUTE 15).  IT IS SET ON THE TOP OF A HILL IN A
 LW5611'BOULDER, 49.7 M (163.1 FT) SOUTH SOUTHWEST OF A POWER POLE ON THE
 LW5611'WEST EDGE OF THE POWER LINE RIGHT-OF-WAY, 36.3 M (119.1 FT) EAST
 LW5611'SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF ROUTE 146,
 LW5611'32.2 M (105.6 FT) NORTH NORTHEAST OF A RHODE ISLAND HIGHWAY BOUND,
 LW5611'10.5 M (34.4 FT) NORTH NORTHWEST OF THE HIGHPOINT ON BOULDER 10 X 4 X
 LW5611'2.5 FT HIGH, 9.2 M (30.2 FT) EAST SOUTHEAST OF A FIBERGLASS WITNESS
 LW5611'POST WHICH IS NEAR A FENCE, IT IS SET INTO A 10 X 4.5 FT BOULDER
 LW5611'FLUSH WITH THE GROUND AND EXPOSED, AND 4.57 M (15.0 FT) ABOVE THE
 LW5611'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0387 ***********************************************************************
 LW0387  DESIGNATION -  U 31
 LW0387  PID         -  LW0387
 LW0387  STATE/COUNTY-  RI/PROVIDENCE
 LW0387  USGS QUAD   -  PAWTUCKET (1975)
 LW0387
 LW0387                         *CURRENT SURVEY CONTROL
 LW0387  ___________________________________________________________________
 LW0387* NAD 83(1986)-  41 55 06.     (N)    071 27 17.     (W)     SCALED    
 LW0387* NAVD 88     -        81.886  (meters)     268.65   (feet)  ADJUSTED  
 LW0387  ___________________________________________________________________
 LW0387  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LW0387  DYNAMIC HT  -          81.862 (meters)     268.58  (feet)  COMP
 LW0387  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 LW0387
 LW0387  VERT ORDER  -  SECOND    CLASS 0
 LW0387
 LW0387.The horizontal coordinates were scaled from a topographic map and have
 LW0387.an estimated accuracy of +/- 6 seconds.
 LW0387
 LW0387.The orthometric height was determined by differential leveling
 LW0387.and adjusted by the National Geodetic Survey in June 1991..
 LW0387
 LW0387.The geoid height was determined by GEOID03.
 LW0387
 LW0387.The dynamic height is computed by dividing the NAVD 88
 LW0387.geopotential number by the normal gravity value computed on the
 LW0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0387.degrees latitude (g = 980.6199 gals.).
 LW0387
 LW0387.The modeled gravity was interpolated from observed gravity values.
 LW0387
 LW0387;                    North         East    Units  Estimated Accuracy
 LW0387;SPC RI       -    92,740.      103,760.      MT  (+/- 180 meters Scaled)
 LW0387
 LW0387                          SUPERSEDED SURVEY CONTROL
 LW0387
 LW0387  NGVD 29 (??/??/92)   82.127  (m)          269.44   (f) ADJ UNCH    2 0
 LW0387
 LW0387.Superseded values are not recommended for survey control.
 LW0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0387.See file dsdata.txt to determine how the superseded data were derived.
 LW0387
 LW0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG964436(NAD 83)
 LW0387_MARKER: DB = BENCH MARK DISK
 LW0387_SETTING: 66 = SET IN ROCK OUTCROP
 LW0387_SP_SET: ROCK LEDGE
 LW0387_STAMPING: U 31 1969
 LW0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0387+STABILITY: POSITION/ELEVATION WELL
 LW0387
 LW0387  HISTORY     - Date     Condition        Report By
 LW0387  HISTORY     - 1969     MONUMENTED       CGS
 LW0387  HISTORY     - 1985     GOOD             LOCSUR
 LW0387
 LW0387                          STATION DESCRIPTION
 LW0387
 LW0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0387'6.2 MI N FROM PROVIDENCE.
 LW0387'ABOUT 6.2 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0387'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES
 LW0387'STREET AT PROVIDENCE, ABOUT 0.55 MILE SOUTH OF THE SMITH ROAD
 LW0387'OVERPASS OVER STATE HIGHWAY 146, SET IN THE TOP OF A FLAT ROCK
 LW0387'LEDGE WHICH IS 10 FEET LONG AND 2 FEET HIGH AND LOCATED AT THE
 LW0387'BASE OF A ROCK CUT WHICH IS ABOUT 100 YARDS LONG AND 20 FEET
 LW0387'HIGH AT THE HIGHEST POINT, 37 FEET EAST OF THE CENTER LINE OF
 LW0387'THE NORTHBOUND LANE OF THE HIGHWAY, 90 FEET NORTH OF THE SOUTH
 LW0387'END OF THE CUT, 4 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 LW0387'LEDGE AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0387
 LW0387                          STATION RECOVERY (1985)
 LW0387
 LW0387'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0387'ALTHOUGH DESIGNATED AS J. SMITH ROAD' AN OFFICAL RI STATE HIGHWAY
 LW0387'MAP, OVERPASS IS LABLED 'WILBUR ROAD BRIDGE NO. 415' IN THE FIELD.
 LW0387'(THIS ADDED TO PUBLISHED DESC. WOULD CLEAR ANY CONFUSSION OF FINDING
 LW0387'BENCH MARK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1456 ***********************************************************************
 LW1456  DESIGNATION -  U 32
 LW1456  PID         -  LW1456
 LW1456  STATE/COUNTY-  RI/PROVIDENCE
 LW1456  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1456
 LW1456                         *CURRENT SURVEY CONTROL
 LW1456  ___________________________________________________________________
 LW1456* NAD 83(1986)-  41 50 26.     (N)    071 30 19.     (W)     SCALED    
 LW1456* NAVD 88     -        91.686  (meters)     300.81   (feet)  ADJUSTED  
 LW1456  ___________________________________________________________________
 LW1456  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW1456  DYNAMIC HT  -          91.656 (meters)     300.71  (feet)  COMP
 LW1456  MODELED GRAV-     980,291.4   (mgal)                       NAVD 88
 LW1456
 LW1456  VERT ORDER  -  SECOND    CLASS 0
 LW1456
 LW1456.The horizontal coordinates were scaled from a topographic map and have
 LW1456.an estimated accuracy of +/- 6 seconds.
 LW1456
 LW1456.The orthometric height was determined by differential leveling
 LW1456.and adjusted by the National Geodetic Survey in June 1991..
 LW1456
 LW1456.The geoid height was determined by GEOID03.
 LW1456
 LW1456.The dynamic height is computed by dividing the NAVD 88
 LW1456.geopotential number by the normal gravity value computed on the
 LW1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1456.degrees latitude (g = 980.6199 gals.).
 LW1456
 LW1456.The modeled gravity was interpolated from observed gravity values.
 LW1456
 LW1456;                    North         East    Units  Estimated Accuracy
 LW1456;SPC RI       -    84,100.       99,560.      MT  (+/- 180 meters Scaled)
 LW1456
 LW1456                          SUPERSEDED SURVEY CONTROL
 LW1456
 LW1456  NGVD 29 (??/??/92)   91.935  (m)          301.62   (f) ADJ UNCH    2 0
 LW1456
 LW1456.Superseded values are not recommended for survey control.
 LW1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1456.See file dsdata.txt to determine how the superseded data were derived.
 LW1456
 LW1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG919351(NAD 83)
 LW1456_MARKER: DB = BENCH MARK DISK
 LW1456_SETTING: 80 = SET IN A BOULDER
 LW1456_SP_SET: BOULDER
 LW1456_STAMPING: U 32 1969
 LW1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1456+STABILITY: SURFACE MOTION
 LW1456
 LW1456  HISTORY     - Date     Condition        Report By
 LW1456  HISTORY     - 1969     MONUMENTED       CGS
 LW1456
 LW1456                          STATION DESCRIPTION
 LW1456
 LW1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1456'1.2 MI NW FROM JOHNSTON.
 LW1456'ABOUT 1.2 MILES NORTHWEST ALONG STATE HIGHWAY 5 FROM THE
 LW1456'INTERSECTION OF U.S. HIGHWAY 6 AT JOHNSTON, ABOUT 0.45 MILE
 LW1456'SOUTH OF THE JUNCTION OF GREENVILLE AVENUE, AT THE OUTSIDE OF
 LW1456'A LONG CURVE, ALONG THE SOUTHWEST SIDE OF A SMALL FRAME BUILDING,
 LW1456'SET IN THE TOP OF A ROCK WHICH IS 4 FEET LONG-1 FOOT WIDE AND
 LW1456'PROJECTS OUT FROM UNDER THE FOUNDATION OF THE BUILDING, 82 FEET
 LW1456'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20.5 FEET EAST OF
 LW1456'THE EAST CORNER OF A LARGE CONCRETE BLOCK BARN, 5.2 FEET SOUTH
 LW1456'OF THE WEST CORNER OF THE BUILDING AND ABOUT LEVEL WITH THE
 LW1456'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1300 ***********************************************************************
 LW1300  DESIGNATION -  U 33
 LW1300  PID         -  LW1300
 LW1300  STATE/COUNTY-  RI/PROVIDENCE
 LW1300  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1300
 LW1300                         *CURRENT SURVEY CONTROL
 LW1300  ___________________________________________________________________
 LW1300* NAD 83(1986)-  41 52 13.     (N)    071 31 37.     (W)     SCALED    
 LW1300* NAVD 88     -        77.423  (meters)     254.01   (feet)  ADJUSTED  
 LW1300  ___________________________________________________________________
 LW1300  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW1300  DYNAMIC HT  -          77.397 (meters)     253.93  (feet)  COMP
 LW1300  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 LW1300
 LW1300  VERT ORDER  -  SECOND    CLASS 0
 LW1300
 LW1300.The horizontal coordinates were scaled from a topographic map and have
 LW1300.an estimated accuracy of +/- 6 seconds.
 LW1300
 LW1300.The orthometric height was determined by differential leveling
 LW1300.and adjusted by the National Geodetic Survey in June 1991..
 LW1300
 LW1300.The geoid height was determined by GEOID03.
 LW1300
 LW1300.The dynamic height is computed by dividing the NAVD 88
 LW1300.geopotential number by the normal gravity value computed on the
 LW1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1300.degrees latitude (g = 980.6199 gals.).
 LW1300
 LW1300.The modeled gravity was interpolated from observed gravity values.
 LW1300
 LW1300;                    North         East    Units  Estimated Accuracy
 LW1300;SPC RI       -    87,400.       97,760.      MT  (+/- 180 meters Scaled)
 LW1300
 LW1300                          SUPERSEDED SURVEY CONTROL
 LW1300
 LW1300  NGVD 29 (??/??/92)   77.671  (m)          254.83   (f) ADJ UNCH    2 0
 LW1300
 LW1300.Superseded values are not recommended for survey control.
 LW1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1300.See file dsdata.txt to determine how the superseded data were derived.
 LW1300
 LW1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG902384(NAD 83)
 LW1300_MARKER: DB = BENCH MARK DISK
 LW1300_SETTING: 80 = SET IN A BOULDER
 LW1300_SP_SET: BOULDER
 LW1300_STAMPING: U 33 1969
 LW1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1300+STABILITY: SURFACE MOTION
 LW1300
 LW1300  HISTORY     - Date     Condition        Report By
 LW1300  HISTORY     - 1969     MONUMENTED       CGS
 LW1300  HISTORY     - 1988     GOOD             USPSQD
 LW1300
 LW1300                          STATION DESCRIPTION
 LW1300
 LW1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1300'1.5 MI E FROM GREENVILLE.
 LW1300'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LW1300'AT GREENVILLE, ABOUT 0.2 MILE EAST OF THE INTERSECTION OF STATE
 LW1300'HIGHWAY 5, ABOUT 125 YARDS EAST OF THE JUNCTION OF A DRIVE
 LW1300'LEADING NORTH TO THE APPLE VALLEY MALL, SET IN THE TOP OF A ROCK
 LW1300'WHICH IS 60 FEET LONG-30 FEET WIDE AND 3 FEET HIGH ON THE SOUTH
 LW1300'SIDE, 38 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE
 LW1300'OF THE HIGHWAY, 7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LW1300'LARGE BOULDER WHICH IS LYING ON TOP OF THE ROCK, AND ABOUT 3
 LW1300'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1300
 LW1300                          STATION RECOVERY (1988)
 LW1300
 LW1300'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1121 ***********************************************************************
 LW1121  DESIGNATION -  U 9
 LW1121  PID         -  LW1121
 LW1121  STATE/COUNTY-  RI/PROVIDENCE
 LW1121  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1121
 LW1121                         *CURRENT SURVEY CONTROL
 LW1121  ___________________________________________________________________
 LW1121* NAD 83(1986)-  41 51 15.     (N)    071 45 22.     (W)     SCALED    
 LW1121* NAVD 88     -       210.879  (meters)     691.86   (feet)  ADJUSTED  
 LW1121  ___________________________________________________________________
 LW1121  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW1121  DYNAMIC HT  -         210.804 (meters)     691.61  (feet)  COMP
 LW1121  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 LW1121
 LW1121  VERT ORDER  -  SECOND    CLASS 0
 LW1121
 LW1121.The horizontal coordinates were scaled from a topographic map and have
 LW1121.an estimated accuracy of +/- 6 seconds.
 LW1121
 LW1121.The orthometric height was determined by differential leveling
 LW1121.and adjusted by the National Geodetic Survey in June 1991..
 LW1121
 LW1121.The geoid height was determined by GEOID03.
 LW1121
 LW1121.The dynamic height is computed by dividing the NAVD 88
 LW1121.geopotential number by the normal gravity value computed on the
 LW1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1121.degrees latitude (g = 980.6199 gals.).
 LW1121
 LW1121.The modeled gravity was interpolated from observed gravity values.
 LW1121
 LW1121;                    North         East    Units  Estimated Accuracy
 LW1121;SPC RI       -    85,640.       78,730.      MT  (+/- 180 meters Scaled)
 LW1121
 LW1121                          SUPERSEDED SURVEY CONTROL
 LW1121
 LW1121  NGVD 29 (??/??/92)  211.119  (m)          692.65   (f) ADJ UNCH    2 0
 LW1121
 LW1121.Superseded values are not recommended for survey control.
 LW1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1121.See file dsdata.txt to determine how the superseded data were derived.
 LW1121
 LW1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG712372(NAD 83)
 LW1121_MARKER: DB = BENCH MARK DISK
 LW1121_SETTING: 66 = SET IN ROCK OUTCROP
 LW1121_SP_SET: ROCK LEDGE
 LW1121_STAMPING: U 9 1958
 LW1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1121+STABILITY: POSITION/ELEVATION WELL
 LW1121
 LW1121  HISTORY     - Date     Condition        Report By
 LW1121  HISTORY     - 1958     MONUMENTED       CGS
 LW1121  HISTORY     - 1969     GOOD             NGS
 LW1121
 LW1121                          STATION DESCRIPTION
 LW1121
 LW1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1121'AT FOSTER.
 LW1121'AT FOSTER, 0.15 MILE EAST ALONG STATE HIGHWAY 101 FROM THE
 LW1121'INTERSECTION OF STATE HIGHWAY 94, AT THE SOUTHEAST CORNER OF
 LW1121'THE LAWN FOR A ONE-STORY FRAME HOUSE AND A THREE CAR GARAGE, SET
 LW1121'ON THE TOP OF THE BOTTOM STEP OF A ROCK LEDGE WHICH IS 12 FEET
 LW1121'LONG AND 3 FEET HIGH, 43 FEET NORTH OF THE CENTER LINE OF THE
 LW1121'HIGHWAY, 41 FEET EAST OF THE CENTER LINE OF DRIVEWAY TO
 LW1121'RESIDENCE, 81 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER
 LW1121'LINE POLE NO. 185, 1 FOOT EAST OF THE EAST FACE OF THE TOP STEP
 LW1121'OF THE LEDGE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE6262 ***********************************************************************
 DE6262  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6262  DESIGNATION -  U OF RI COOP CORS ARP
 DE6262  CORS_ID     -  URIL
 DE6262  PID         -  DE6262
 DE6262  STATE/COUNTY-  RI/WASHINGTON
 DE6262  USGS QUAD   -  KINGSTON (1975)
 DE6262
 DE6262                         *CURRENT SURVEY CONTROL
 DE6262  ___________________________________________________________________
 DE6262* NAD 83(CORS)-  41 29 20.15819(N)    071 31 39.77855(W)     ADJUSTED  
 DE6262* NAVD 88     -                                                        
 DE6262  ___________________________________________________________________
 DE6262  EPOCH DATE  -        2002.00
 DE6262  X           -   1,516,052.604 (meters)                     COMP
 DE6262  Y           -  -4,538,298.225 (meters)                     COMP
 DE6262  Z           -   4,203,281.863 (meters)                     COMP
 DE6262  ELLIP HEIGHT-          45.69  (meters)          (02/??/02) GPS OBS
 DE6262  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DE6262
 DE6262  HORZ ORDER  -  SPECIAL (CORS)
 DE6262  ELLP ORDER  -  SPECIAL (CORS)
 DE6262
 DE6262.ITRF positions are available for this station.
 DE6262.The coordinates were established by GPS observations
 DE6262.and adjusted by the National Geodetic Survey in February 2002..
 DE6262.The coordinates are valid at the epoch date displayed above.
 DE6262.The epoch date for horizontal control is a decimal equivalence
 DE6262.of Year/Month/Day.
 DE6262
 DE6262
 DE6262.The PID for the CORS L1 Phase Center is DH8689.
 DE6262
 DE6262.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6262
 DE6262.The ellipsoidal height was determined by GPS observations
 DE6262.and is referenced to NAD 83.
 DE6262
 DE6262.The geoid height was determined by GEOID03.
 DE6262
 DE6262;                    North         East     Units Scale Factor Converg.
 DE6262;SPC RI       -    45,045.744    97,685.419   MT  0.99999382   -0 01 06.1
 DE6262;SPC RI       -   147,787.58    320,489.58   sFT  0.99999382   -0 01 06.1
 DE6262
 DE6262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6262!SPC RI       -   0.99999283  x   0.99999382  =   0.99998665
 DE6262
 DE6262                          SUPERSEDED SURVEY CONTROL
 DE6262
 DE6262.No superseded survey control is available for this station.
 DE6262
 DE6262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8898596120(NAD 83)
 DE6262_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6262
 DE6262                          STATION DESCRIPTION
 DE6262
 DE6262'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6262'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6262'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6262'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6262'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6262'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH8689 ***********************************************************************
 DH8689  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8689  DESIGNATION -  U OF RI COOP CORS L1 PHASE CENTER
 DH8689  CORS_ID     -  URIL
 DH8689  PID         -  DH8689
 DH8689  STATE/COUNTY-  RI/WASHINGTON
 DH8689  USGS QUAD   -  KINGSTON (1975)
 DH8689
 DH8689                         *CURRENT SURVEY CONTROL
 DH8689  ___________________________________________________________________
 DH8689* NAD 83(CORS)-  41 29 20.15821(N)    071 31 39.77847(W)     ADJUSTED  
 DH8689* NAVD 88     -                                                        
 DH8689  ___________________________________________________________________
 DH8689  EPOCH DATE  -        2002.00
 DH8689  X           -   1,516,052.629 (meters)                     COMP
 DH8689  Y           -  -4,538,298.295 (meters)                     COMP
 DH8689  Z           -   4,203,281.930 (meters)                     COMP
 DH8689  ELLIP HEIGHT-          45.79  (meters)          (02/??/02) GPS OBS
 DH8689  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DH8689
 DH8689  HORZ ORDER  -  SPECIAL (CORS)
 DH8689  ELLP ORDER  -  SPECIAL (CORS)
 DH8689
 DH8689.ITRF positions are available for this station.
 DH8689.The coordinates were established by GPS observations
 DH8689.and adjusted by the National Geodetic Survey in February 2002..
 DH8689.The coordinates are valid at the epoch date displayed above.
 DH8689.The epoch date for horizontal control is a decimal equivalence
 DH8689.of Year/Month/Day.
 DH8689
 DH8689
 DH8689.The PID for the CORS ARP is DE6262.
 DH8689
 DH8689.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8689
 DH8689.The ellipsoidal height was determined by GPS observations
 DH8689.and is referenced to NAD 83.
 DH8689
 DH8689.The geoid height was determined by GEOID03.
 DH8689
 DH8689;                    North         East     Units Scale Factor Converg.
 DH8689;SPC RI       -    45,045.744    97,685.421   MT  0.99999382   -0 01 06.1
 DH8689;SPC RI       -   147,787.58    320,489.59   sFT  0.99999382   -0 01 06.1
 DH8689
 DH8689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8689!SPC RI       -   0.99999282  x   0.99999382  =   0.99998664
 DH8689
 DH8689                          SUPERSEDED SURVEY CONTROL
 DH8689
 DH8689.No superseded survey control is available for this station.
 DH8689
 DH8689_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8898596120(NAD 83)
 DH8689_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH8689
 DH8689                          STATION DESCRIPTION
 DH8689
 DH8689'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH8689'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH8689'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH8689'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH8689'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH8689'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4074 ***********************************************************************
 AJ4074  DESIGNATION -  UNIV OF RHODE IS GPS BASE ARP
 AJ4074  PID         -  AJ4074
 AJ4074  STATE/COUNTY-  RI/WASHINGTON
 AJ4074  USGS QUAD   -  KINGSTON (1975)
 AJ4074
 AJ4074                         *CURRENT SURVEY CONTROL
 AJ4074  ___________________________________________________________________
 AJ4074* NAD 83(1996)-  41 29 20.15818(N)    071 31 39.77882(W)     ADJUSTED  
 AJ4074* NAVD 88     -        75.9    (meters)     249.     (feet)  GPS OBS   
 AJ4074  ___________________________________________________________________
 AJ4074  X           -   1,516,052.593 (meters)                     COMP
 AJ4074  Y           -  -4,538,298.213 (meters)                     COMP
 AJ4074  Z           -   4,203,281.849 (meters)                     COMP
 AJ4074  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 AJ4074  ELLIP HEIGHT-          45.67  (meters)          (06/22/01) GPS OBS
 AJ4074  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AJ4074
 AJ4074  HORZ ORDER  -  A
 AJ4074  ELLP ORDER  -  FOURTH    CLASS I
 AJ4074
 AJ4074.The horizontal coordinates were established by GPS observations
 AJ4074.and adjusted by the National Geodetic Survey in June 2001..
 AJ4074
 AJ4074.The orthometric height was determined by GPS observations and a
 AJ4074.high-resolution geoid model.
 AJ4074
 AJ4074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4074
 AJ4074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4074
 AJ4074.The ellipsoidal height was determined by GPS observations
 AJ4074.and is referenced to NAD 83.
 AJ4074
 AJ4074.The geoid height was determined by GEOID03.
 AJ4074
 AJ4074;                    North         East     Units Scale Factor Converg.
 AJ4074;SPC RI       -    45,045.743    97,685.412   MT  0.99999382   -0 01 06.1
 AJ4074;SPC RI       -   147,787.58    320,489.56   sFT  0.99999382   -0 01 06.1
 AJ4074;UTM  19      - 4,596,120.224   288,985.384   MT  1.00014800   -1 40 30.6
 AJ4074
 AJ4074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4074!SPC RI       -   0.99999284  x   0.99999382  =   0.99998666
 AJ4074!UTM  19      -   0.99999284  x   1.00014800  =   1.00014084
 AJ4074
 AJ4074                          SUPERSEDED SURVEY CONTROL
 AJ4074
 AJ4074.No superseded survey control is available for this station.
 AJ4074
 AJ4074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8898596120(NAD 83)
 AJ4074_MARKER: Z = SEE DESCRIPTION
 AJ4074_SETTING: 0 = UNSPECIFIED SETTING
 AJ4074_MARK LOGO: NONE  
 AJ4074_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4074+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ4074
 AJ4074  HISTORY     - Date     Condition        Report By
 AJ4074  HISTORY     - 2000     MONUMENTED       RBNF
 AJ4074
 AJ4074                          STATION DESCRIPTION
 AJ4074
 AJ4074'DESCRIBED BY RESEARCHED BUT NOT FOUND 2000 (CLB)
 AJ4074'THE STATION IS A GPS BASE STATION ANTENNA OPERATED BY AND
 AJ4074'LOCATED AT THE UNIVERSITY OF RHODE ISLAND IN KINGSTON.  THE
 AJ4074'ANTENNA IS AFFIXED TO THE CHIMNEY OF WOODWARD HALL AT 9 EAST
 AJ4074'ALUMNI AVENUE, SUITE 5, KINGSTON, RI 02881.  POINT OF CONTACT IS
 AJ4074'CHARLES LABASH, 401-874-5406 OR E-MAIL LABASH AT EDC.URI.EDU
 AJ4074'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5730 ***********************************************************************
 LW5730  DESIGNATION -  UNIVERSITY
 LW5730  PID         -  LW5730
 LW5730  STATE/COUNTY-  RI/WASHINGTON
 LW5730  USGS QUAD   -  KINGSTON (1975)
 LW5730
 LW5730                         *CURRENT SURVEY CONTROL
 LW5730  ___________________________________________________________________
 LW5730* NAD 83(1996)-  41 29 20.93346(N)    071 31 17.83947(W)     ADJUSTED  
 LW5730* NAVD 88     -        74.98   (+/-2cm)     246.0    (feet)  VERTCON   
 LW5730  ___________________________________________________________________
 LW5730  X           -   1,516,530.053 (meters)                     COMP
 LW5730  Y           -  -4,538,121.229 (meters)                     COMP
 LW5730  Z           -   4,203,299.137 (meters)                     COMP
 LW5730  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 LW5730  ELLIP HEIGHT-          44.72  (meters)          (06/13/02) GPS OBS
 LW5730  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LW5730
 LW5730  HORZ ORDER  -  FIRST
 LW5730  VERT ORDER  -  THIRD ? (See Below)
 LW5730  ELLP ORDER  -  FOURTH    CLASS II
 LW5730
 LW5730.The horizontal coordinates were established by GPS observations
 LW5730.and adjusted by the National Geodetic Survey in August 1998..
 LW5730
 LW5730.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5730.The vertical order pertains to the NGVD 29 superseded value.
 LW5730
 LW5730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5730
 LW5730.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5730
 LW5730.The ellipsoidal height was determined by GPS observations
 LW5730.and is referenced to NAD 83.
 LW5730
 LW5730.The geoid height was determined by GEOID03.
 LW5730
 LW5730;                    North         East     Units Scale Factor Converg.
 LW5730;SPC RI       -    45,069.516    98,194.350   MT  0.99999379   -0 00 51.6
 LW5730;SPC RI       -   147,865.57    322,159.30   sFT  0.99999379   -0 00 51.6
 LW5730;UTM  19      - 4,596,129.274   289,494.873   MT  1.00014536   -1 40 16.1
 LW5730
 LW5730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5730!SPC RI       -   0.99999299  x   0.99999379  =   0.99998678
 LW5730!UTM  19      -   0.99999299  x   1.00014536  =   1.00013834
 LW5730
 LW5730                          SUPERSEDED SURVEY CONTROL
 LW5730
 LW5730  ELLIP H (08/17/98)   44.75   (m)                       GP(       ) 4 1
 LW5730  NAD 83(1996)-  41 29 20.93248(N)    071 31 17.83859(W) AD(       ) 1
 LW5730  NAD 83(1992)-  41 29 20.93201(N)    071 31 17.83875(W) AD(       ) 1
 LW5730  ELLIP H (01/17/96)   44.70   (m)                       GP(       ) 4 2
 LW5730  NAD 83(1992)-  41 29 20.93122(N)    071 31 17.83843(W) AD(       ) 1
 LW5730  NAD 83(1986)-  41 29 20.93121(N)    071 31 17.83799(W) AD(       ) 1
 LW5730  NGVD 29 (07/21/92)   75.26   (m)          246.9    (f) LEVELING    3  
 LW5730
 LW5730.Superseded values are not recommended for survey control.
 LW5730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5730.See file dsdata.txt to determine how the superseded data were derived.
 LW5730
 LW5730_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8949596129(NAD 83)
 LW5730_MARKER: I = METAL ROD
 LW5730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LW5730_SP_SET: STAINLESS STEEL ROD
 LW5730_STAMPING: UNIVERSITY 1987
 LW5730_MARK LOGO: AEROS 
 LW5730_PROJECTION: FLUSH
 LW5730_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW5730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5730+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW5730_ROD/PIPE-DEPTH: 6.7  meters
 LW5730
 LW5730  HISTORY     - Date     Condition        Report By
 LW5730  HISTORY     - 1987     MONUMENTED       AEROS
 LW5730  HISTORY     - 19940901 GOOD             USPSQD
 LW5730  HISTORY     - 19971001 GOOD             USPSQD
 LW5730  HISTORY     - 20010807 GOOD             USPSQD
 LW5730  HISTORY     - 20040417 GOOD             USPSQD
 LW5730  HISTORY     - 20060703 GOOD             USPSQD
 LW5730
 LW5730                          STATION DESCRIPTION
 LW5730
 LW5730'DESCRIBED BY AERO SERVICE CORPORATION 1987
 LW5730'ON THE CAMPUS OF THE UNIVERSITY OF RHODE ISLAND IN SOUTH KINGSTOWN RI.
 LW5730'TO REACH FROM THE INTERSECTION OF RTE 138 AND NORTH ROAD IN KINGSTON,
 LW5730'GO NORTH ON NORTH ROAD 1.04 KM (0.65 MI) TO FLAGG ROAD, TURN LEFT AND
 LW5730'GO WEST ON FLAGG ROAD 0.16 KM (0.10 MI) TO THE ENTRANCE OF A PARKING
 LW5730'AREA ON THE LEFT AND THE STATION. NOTE NEARBY BLUE WATER TANK IS ON
 LW5730'THE NORTHEAST SIDE OF FLAGG ROAD AND THE MARK IS ON THE SOUTHWEST
 LW5730'SIDE.
 LW5730'THE MARK IS 18.6 M (61.0 FT) SOUTH WEST OF A LIGHT POLE, 1.64 M
 LW5730'(5.4 FT) SOUTHEAST OF THE CURB AT THE PARKING AREA ENTRANCE, AND 2.04
 LW5730'M (6.7 FT) NORTHEAST OF THE CURB.
 LW5730
 LW5730                          STATION RECOVERY (1994)
 LW5730
 LW5730'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5730'RECOVERED IN GOOD CONDITION.
 LW5730
 LW5730                          STATION RECOVERY (1997)
 LW5730
 LW5730'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5730'RECOVERED IN GOOD CONDITION.
 LW5730
 LW5730                          STATION RECOVERY (2001)
 LW5730
 LW5730'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW5730'THIS STATION DISK IS 1.86M (6.1FT) FROM THE REFERENCED POLE
 LW5730
 LW5730                          STATION RECOVERY (2004)
 LW5730
 LW5730'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW5730'RECOVERED IN GOOD CONDITION.
 LW5730
 LW5730                          STATION RECOVERY (2006)
 LW5730
 LW5730'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW5730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2933 ***********************************************************************
 LW2933  DESIGNATION -  UPDIKE USE 1909
 LW2933  PID         -  LW2933
 LW2933  STATE/COUNTY-  RI/WASHINGTON
 LW2933  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2933
 LW2933                         *CURRENT SURVEY CONTROL
 LW2933  ___________________________________________________________________
 LW2933* NAD 83(1996)-  41 27 16.78250(N)    071 26 40.88008(W)     ADJUSTED  
 LW2933* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 LW2933  ___________________________________________________________________
 LW2933  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 LW2933  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW2933
 LW2933  HORZ ORDER  -  THIRD
 LW2933
 LW2933.The horizontal coordinates were established by classical geodetic methods
 LW2933.and adjusted by the National Geodetic Survey in August 1998..
 LW2933
 LW2933.The orthometric height was scaled from a topographic map.
 LW2933
 LW2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2933
 LW2933.The geoid height was determined by GEOID03.
 LW2933
 LW2933;                    North         East     Units Scale Factor Converg.
 LW2933;SPC RI       -    41,240.629   104,621.455   MT  0.99999401   +0 02 11.8
 LW2933;SPC RI       -   135,303.63    343,245.56   sFT  0.99999401   +0 02 11.8
 LW2933;UTM  19      - 4,592,115.684   295,809.484   MT  1.00011313   -1 37 08.4
 LW2933
 LW2933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2933!SPC RI       -   1.00000196  x   0.99999401  =   0.99999597
 LW2933!UTM  19      -   1.00000196  x   1.00011313  =   1.00011509
 LW2933
 LW2933:                Primary Azimuth Mark                     Grid Az
 LW2933:SPC RI       -  MCSPARRAN 3 RESET                        348 10 52.4
 LW2933:UTM  19      -  MCSPARRAN 3 RESET                        349 50 12.6
 LW2933
 LW2933|---------------------------------------------------------------------|
 LW2933| PID    Reference Object                     Distance      Geod. Az  |
 LW2933|                                                           dddmmss.s |
 LW2933| LW0675 MCSPARRAN 3 RESET                   APPROX. 4.8 KM 3481304.2 |
 LW2933|---------------------------------------------------------------------|
 LW2933
 LW2933                          SUPERSEDED SURVEY CONTROL
 LW2933
 LW2933  NAD 83(1996)-  41 27 16.78182(N)    071 26 40.87913(W) AD(       ) 3
 LW2933  NAD 83(1992)-  41 27 16.78103(N)    071 26 40.87941(W) AD(       ) 3
 LW2933  NAD 83(1992)-  41 27 16.78025(N)    071 26 40.87916(W) AD(       ) 3
 LW2933  NAD 83(1986)-  41 27 16.78016(N)    071 26 40.87768(W) AD(       ) 3
 LW2933  NAD 27      -  41 27 16.41700(N)    071 26 42.67800(W) AD(       ) 3
 LW2933
 LW2933.Superseded values are not recommended for survey control.
 LW2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2933.See file dsdata.txt to determine how the superseded data were derived.
 LW2933
 LW2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9580992116(NAD 83)
 LW2933
 LW2933  HISTORY     - Date     Condition        Report By
 LW2933  HISTORY     - 1909     MONUMENTED       CGS
 LW2933  HISTORY     - 1912     GOOD             CGS
 LW2933  HISTORY     - 1934     GOOD             RIGS
 LW2933  HISTORY     - 1954     GOOD             CGS
 LW2933  HISTORY     - 20011002 MARK NOT FOUND   USPSQD
 LW2933  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 LW2933  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 LW2933  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LW2933
 LW2933                          STATION DESCRIPTION
 LW2933
 LW2933'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2933'ON THE W SIDE OF THE WESTERN PASSAGE OF NARRAGANSETT BAY, ABOUT
 LW2933'1-3/4 MILES NE OF NARRAGANSETT PIER, 3/4 MILE INLAND, 1/4 MILE E
 LW2933'OF THE PATTAQUAMSCOTT RIVER, 150 METERS W OF THE ROAD TO WICKFORD,
 LW2933'AND 300 METERS S OF THE ROAD TO MIDDLE BRIDGE.  THE STATION IS ON
 LW2933'THE TOP OF A LARGE BOULDER STANDING ABOUT 14 METERS W OF A STONE
 LW2933'FENCE AND ABOUT 50 METERS SE OF THE BURYING GROUND OF THE UPDIKE
 LW2933'FAMILY.  THE STATION MARK IS A STANDARD DISK WITH THE ADDITIONAL
 LW2933'LEGEND ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A.  THE
 LW2933'REFERENCE MARK, A STANDARD DISK REFERENCE MARK WEDGED IN A DRILL
 LW2933'HOLE IN A BOULDER, AS DESCRIBED, IS 14.57 METERS (47.80 FEET)
 LW2933'ESE FROM THE STATION, ITS BOULDER FORMING PART OF THE STONE FENCE.
 LW2933
 LW2933                          STATION RECOVERY (1934)
 LW2933
 LW2933'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2933'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.
 LW2933'
 LW2933'THE ROAD TO WICKFORD HAS BEEN REBUILT FURTHER E.  SUBSTITUTE IN
 LW2933'THE DESCRIPTION FOR ROAD TO WICKFORD, THE OLD ROAD TO WICKFORD
 LW2933'WHICH PASSES W OF THE UPDIKE FARMHOUSE.
 LW2933'
 LW2933'THE BURYING GROUND OF THE UPDIKE FAMILY HAS BEEN PLOWED AND CAN NO
 LW2933'LONGER BE LOCATED WITH CERTAINTY.
 LW2933
 LW2933                          STATION RECOVERY (1954)
 LW2933
 LW2933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2933'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK WAS NOT
 LW2933'FOUND.  THE DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE STATION.
 LW2933
 LW2933                          STATION RECOVERY (2001)
 LW2933
 LW2933'RECOVERY NOTE BY US POWER SQUADRON 2001
 LW2933'REQUIRES SECOND SEARCH ON ACCOUNT OF THICK UNDERBRUSH AND FOLIAGE.
 LW2933'AFTER A KILLING FROST ANOTHER ATTEMPT WILL BE MADE.
 LW2933
 LW2933                          STATION RECOVERY (2002)
 LW2933
 LW2933'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW2933'REQUIRES 6TH SEARCH.
 LW2933
 LW2933                          STATION RECOVERY (2002)
 LW2933
 LW2933'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW2933'REQUIRES ANOTHER SEARCH.
 LW2933
 LW2933                          STATION RECOVERY (2004)
 LW2933
 LW2933'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5582 ***********************************************************************
 LW5582  DESIGNATION -  URI PIER
 LW5582  PID         -  LW5582
 LW5582  STATE/COUNTY-  RI/WASHINGTON
 LW5582  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW5582
 LW5582                         *CURRENT SURVEY CONTROL
 LW5582  ___________________________________________________________________
 LW5582* NAD 83(1996)-  41 29 32.51806(N)    071 25 08.15097(W)     ADJUSTED  
 LW5582* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 LW5582  ___________________________________________________________________
 LW5582  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW5582  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW5582
 LW5582  HORZ ORDER  -  SECOND
 LW5582
 LW5582.The horizontal coordinates were established by classical geodetic methods
 LW5582.and adjusted by the National Geodetic Survey in August 1998..
 LW5582
 LW5582.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5582
 LW5582.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5582
 LW5582.The geoid height was determined by GEOID03.
 LW5582
 LW5582;                    North         East     Units Scale Factor Converg.
 LW5582;SPC RI       -    45,429.857   106,769.718   MT  0.99999431   +0 03 13.4
 LW5582;SPC RI       -   149,047.79    350,293.65   sFT  0.99999431   +0 03 13.4
 LW5582;UTM  19      - 4,596,241.539   298,078.187   MT  1.00010179   -1 36 11.3
 LW5582
 LW5582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5582!SPC RI       -   1.00000443  x   0.99999431  =   0.99999874
 LW5582!UTM  19      -   1.00000443  x   1.00010179  =   1.00010622
 LW5582
 LW5582                          SUPERSEDED SURVEY CONTROL
 LW5582
 LW5582  NAD 83(1996)-  41 29 32.51741(N)    071 25 08.15019(W) AD(       ) 2
 LW5582  NAD 83(1992)-  41 29 32.51654(N)    071 25 08.15023(W) AD(       ) 2
 LW5582  NAD 83(1992)-  41 29 32.51590(N)    071 25 08.15013(W) AD(       ) 2
 LW5582  NAD 83(1986)-  41 29 32.51593(N)    071 25 08.14648(W) AD(       ) 2
 LW5582  NGVD 29 (07/30/91)    2.2    (m)            7.     (f) VERT ANG       
 LW5582
 LW5582.Superseded values are not recommended for survey control.
 LW5582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5582.See file dsdata.txt to determine how the superseded data were derived.
 LW5582
 LW5582_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9807896242(NAD 83)
 LW5582_MARKER: DD = SURVEY DISK
 LW5582_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LW5582_SP_SET: SET IN CONCRETE PIER
 LW5582_STAMPING: URI PIER
 LW5582_MARK LOGO: RIGS  
 LW5582_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5582+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 LW5582
 LW5582  HISTORY     - Date     Condition        Report By
 LW5582  HISTORY     - 1989     MONUMENTED       RIGS
 LW5582  HISTORY     - 19980108 GOOD             USPSQD
 LW5582  HISTORY     - 20020903 GOOD             USPSQD
 LW5582  HISTORY     - 20040806 GOOD             USPSQD
 LW5582  HISTORY     - 20060703 GOOD             USPSQD
 LW5582
 LW5582                          STATION DESCRIPTION
 LW5582
 LW5582'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5582'THE STATION IS LOCATED ABOUT 1.76 KM (1.10 MI) SOUTH OF SAUNDERSTOWN
 LW5582'CENTER. OWNERSHIP--UNIVERSITY OF R.I. BAY CAMPUS. CONTACT KEN MORRIL
 LW5582'OF MAINTENANCE 401 792-6559.
 LW5582'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1A, BRIDGETOWN ROAD, AND
 LW5582'SOUTH FERRY ROAD, GO EAST 1.28 KM (0.80 MI) ON SOUTH FERRY ROAD TO THE
 LW5582'END, PROCEED TO THE END OF THE DOCK, WHICH IS HOME PORT FOR THE
 LW5582'ENDEAVOR URI RESEARCH SHIP.
 LW5582'THE DISK IS SET FLUSH INTO THE CONCRETE PIER NEAR THE NORTHEAST
 LW5582'CORNER. IT IS 6.06 M (19.9 FT) SOUTH OF THE NORTH EDGE OF THE PIER AND
 LW5582'2.1 M (6.9 FT) WEST FROM THE EAST EDGE OF THE PIER.
 LW5582
 LW5582                          STATION RECOVERY (1998)
 LW5582
 LW5582'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW5582'RECOVERED IN GOOD CONDITION.
 LW5582
 LW5582                          STATION RECOVERY (2002)
 LW5582
 LW5582'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 LW5582'RECOVERED IN GOOD CONDITION.
 LW5582
 LW5582                          STATION RECOVERY (2004)
 LW5582
 LW5582'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW5582'RECOVERED IN GOOD CONDITION.
 LW5582
 LW5582                          STATION RECOVERY (2006)
 LW5582
 LW5582'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW5582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2438 ***********************************************************************
 LW2438  DESIGNATION -  USE 8 1932
 LW2438  PID         -  LW2438
 LW2438  STATE/COUNTY-  RI/NEWPORT
 LW2438  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2438
 LW2438                         *CURRENT SURVEY CONTROL
 LW2438  ___________________________________________________________________
 LW2438* NAD 83(1996)-  41 30 01.28926(N)    071 19 18.65847(W)     ADJUSTED  
 LW2438* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2438  ___________________________________________________________________
 LW2438  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW2438  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2438
 LW2438  HORZ ORDER  -  THIRD
 LW2438
 LW2438.The horizontal coordinates were established by classical geodetic methods
 LW2438.and adjusted by the National Geodetic Survey in August 1998..
 LW2438
 LW2438.The orthometric height was scaled from a topographic map.
 LW2438
 LW2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2438
 LW2438.The geoid height was determined by GEOID03.
 LW2438
 LW2438;                    North         East     Units Scale Factor Converg.
 LW2438;SPC RI       -    46,329.621   114,874.706   MT  0.99999647   +0 07 05.0
 LW2438;SPC RI       -   151,999.76    376,884.76   sFT  0.99999647   +0 07 05.0
 LW2438;UTM  19      - 4,596,906.628   306,206.506   MT  1.00006220   -1 32 20.4
 LW2438
 LW2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2438!SPC RI       -   1.00000459  x   0.99999647  =   1.00000106
 LW2438!UTM  19      -   1.00000459  x   1.00006220  =   1.00006679
 LW2438
 LW2438:                Primary Azimuth Mark                     Grid Az
 LW2438:SPC RI       -  DUMPLIN 2 1869                           238 51 45.9
 LW2438:UTM  19      -  DUMPLIN 2 1869                           240 31 11.3
 LW2438
 LW2438|---------------------------------------------------------------------|
 LW2438| PID    Reference Object                     Distance      Geod. Az  |
 LW2438|                                                           dddmmss.s |
 LW2438| LW2867 DUMPLIN 2 1869                      APPROX. 4.5 KM 2385850.9 |
 LW2438| LW2430 COASTERS HARBOR IS LT ON ROCK       406.240 METERS 3085417.0 |
 LW2438| LW2435 USN 56 1932                         439.886 METERS 3185524.1 |
 LW2438|---------------------------------------------------------------------|
 LW2438
 LW2438                          SUPERSEDED SURVEY CONTROL
 LW2438
 LW2438  NAD 83(1996)-  41 30 01.28887(N)    071 19 18.65779(W) AD(       ) 3
 LW2438  NAD 83(1992)-  41 30 01.28765(N)    071 19 18.65781(W) AD(       ) 3
 LW2438  NAD 83(1992)-  41 30 01.28711(N)    071 19 18.65743(W) AD(       ) 3
 LW2438  NAD 83(1986)-  41 30 01.28707(N)    071 19 18.65566(W) AD(       ) 3
 LW2438  NAD 27      -  41 30 00.92500(N)    071 19 20.46400(W) AD(       ) 3
 LW2438
 LW2438.Superseded values are not recommended for survey control.
 LW2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2438.See file dsdata.txt to determine how the superseded data were derived.
 LW2438
 LW2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0620796907(NAD 83)
 LW2438
 LW2438  HISTORY     - Date     Condition        Report By
 LW2438  HISTORY     - 1932     MONUMENTED       CGS
 LW2438  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2438  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2438
 LW2438                          STATION DESCRIPTION
 LW2438
 LW2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2438'STATION IS ON THE S SIDE OF HEDGE ON THE SOUTHERN BOUNDARY OF THE
 LW2438'U.S. NAVAL HOSPITAL.  IT IS 16.65 METERS E FROM THE BREAKWATER.  THE
 LW2438'STATION IS MARKED WITH A STONE MONUMENT WITH THE LETTER B CUT IN
 LW2438'THE TOP.  IT WAS ESTABLISHED BY THE U.S. ENGINEERS AS A HARBOR
 LW2438'LINE MONUMENT.
 LW2438
 LW2438                          STATION RECOVERY (1934)
 LW2438
 LW2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2438'STATION IS LOCATED ON THE S SIDE OF A HEDGE ON THE SOUTHERN
 LW2438'BOUNDARY OF THE U.S. NAVAL HOSPITAL.  IT IS 16.65 METERS E OF THE
 LW2438'BREAKWATER.  IT IS MARKED WITH A STONE MONUMENT WITH THE LETTER
 LW2438'B CUT IN THE TOP.  IT WAS ESTABLISHED BY THE U.S. ENGINEERS AS A
 LW2438'HARBOR LINE MONUMENT.
 LW2438
 LW2438                          STATION RECOVERY (1956)
 LW2438
 LW2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2438'STATION LOST.  THE AREA WAS THOROUGHLY SEARCHED WITH NO
 LW2438'SUCCESS.  THE STATION HAS PROBABLY BEEN DESTROYED OR COVERED BY
 LW2438'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2435 ***********************************************************************
 LW2435  DESIGNATION -  USN 56 1932
 LW2435  PID         -  LW2435
 LW2435  STATE/COUNTY-  RI/NEWPORT
 LW2435  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2435
 LW2435                         *CURRENT SURVEY CONTROL
 LW2435  ___________________________________________________________________
 LW2435* NAD 83(1996)-  41 30 12.03749(N)    071 19 31.12106(W)     ADJUSTED  
 LW2435* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2435  ___________________________________________________________________
 LW2435  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 LW2435  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2435
 LW2435  HORZ ORDER  -  THIRD
 LW2435
 LW2435.The horizontal coordinates were established by classical geodetic methods
 LW2435.and adjusted by the National Geodetic Survey in August 1998..
 LW2435
 LW2435.The orthometric height was scaled from a topographic map.
 LW2435
 LW2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2435
 LW2435.The geoid height was determined by GEOID03.
 LW2435
 LW2435;                    North         East     Units Scale Factor Converg.
 LW2435;SPC RI       -    46,660.624   114,584.990   MT  0.99999637   +0 06 56.7
 LW2435;SPC RI       -   153,085.73    375,934.25   sFT  0.99999637   +0 06 56.7
 LW2435;UTM  19      - 4,597,245.893   305,926.464   MT  1.00006353   -1 32 29.0
 LW2435
 LW2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2435!SPC RI       -   1.00000474  x   0.99999637  =   1.00000111
 LW2435!UTM  19      -   1.00000474  x   1.00006353  =   1.00006827
 LW2435
 LW2435:                Primary Azimuth Mark                     Grid Az
 LW2435:SPC RI       -  USE 8 1932                               138 48 19.1
 LW2435:UTM  19      -  USE 8 1932                               140 27 44.8
 LW2435
 LW2435|---------------------------------------------------------------------|
 LW2435| PID    Reference Object                     Distance      Geod. Az  |
 LW2435|                                                           dddmmss.s |
 LW2435| LW2438 USE 8 1932                          439.886 METERS 1385515.8 |
 LW2435| LW2851 TELEGRAPH 2                         APPROX. 4.6 KM 1912253.9 |
 LW2435| LW2883 FORT ADAMS LIGHT                    APPROX. 2.6 KM 2023749.3 |
 LW2435| LW2445 NEWPORT NAVAL COLL CUPOLA           APPROX. 0.6 KM 3220112.9 |
 LW2435|---------------------------------------------------------------------|
 LW2435
 LW2435                          SUPERSEDED SURVEY CONTROL
 LW2435
 LW2435  NAD 83(1996)-  41 30 12.03710(N)    071 19 31.12041(W) AD(       ) 3
 LW2435  NAD 83(1992)-  41 30 12.03588(N)    071 19 31.12039(W) AD(       ) 3
 LW2435  NAD 83(1992)-  41 30 12.03534(N)    071 19 31.12002(W) AD(       ) 3
 LW2435  NAD 83(1986)-  41 30 12.03528(N)    071 19 31.11825(W) AD(       ) 3
 LW2435  NAD 27      -  41 30 11.67400(N)    071 19 32.92800(W) AD(       ) 3
 LW2435
 LW2435.Superseded values are not recommended for survey control.
 LW2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2435.See file dsdata.txt to determine how the superseded data were derived.
 LW2435
 LW2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0592697246(NAD 83)
 LW2435_MARKER: Z = SEE DESCRIPTION
 LW2435_SETTING: 0 = UNSPECIFIED SETTING
 LW2435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2435
 LW2435  HISTORY     - Date     Condition        Report By
 LW2435  HISTORY     - 1932     MONUMENTED       CGS
 LW2435  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2435  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2435
 LW2435                          STATION DESCRIPTION
 LW2435
 LW2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2435'STATION IS LOCATED ON THE SE CORNER OF THE S DOCK AT THE TRAINING
 LW2435'STATION ON COASTERS ISLAND.  IT IS MARKED BY A STANDARD DISK
 LW2435'CEMENTED IN THE CONCRETE WHARF.  IT IS 1.8 METERS FROM THE S FACE
 LW2435'OF THE DOCK AND 1.6 METERS FROM THE E FACE OF THE DOCK.  STATION
 LW2435'WAS ESTABLISHED BY THE U.S. NAVY SUBSURFACE SURVEY.
 LW2435
 LW2435                          STATION RECOVERY (1934)
 LW2435
 LW2435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2435'RECOVERED AS DESCRIBED.
 LW2435
 LW2435                          STATION RECOVERY (1956)
 LW2435
 LW2435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2435'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2435'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION--
 LW2435'
 LW2435'THE STANDARD DISK IS STAMPED U.S.N 56 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2414 ***********************************************************************
 LW2414  DESIGNATION -  USN 6 1932
 LW2414  PID         -  LW2414
 LW2414  STATE/COUNTY-  RI/NEWPORT
 LW2414  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2414
 LW2414                         *CURRENT SURVEY CONTROL
 LW2414  ___________________________________________________________________
 LW2414* NAD 83(1996)-  41 35 07.87783(N)    071 17 13.05413(W)     ADJUSTED  
 LW2414* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 LW2414  ___________________________________________________________________
 LW2414  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 LW2414  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW2414
 LW2414  HORZ ORDER  -  THIRD
 LW2414
 LW2414.The horizontal coordinates were established by classical geodetic methods
 LW2414.and adjusted by the National Geodetic Survey in August 1998..
 LW2414
 LW2414.The orthometric height was scaled from a topographic map.
 LW2414
 LW2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2414
 LW2414.The geoid height was determined by GEOID03.
 LW2414
 LW2414;                    North         East     Units Scale Factor Converg.
 LW2414;SPC RI       -    55,794.794   117,764.539   MT  0.99999763   +0 08 29.1
 LW2414;SPC RI       -   183,053.42    386,365.83   sFT  0.99999763   +0 08 29.1
 LW2414;UTM  19      - 4,606,284.742   309,369.241   MT  1.00004722   -1 31 06.2
 LW2414
 LW2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2414!SPC RI       -   0.99999719  x   0.99999763  =   0.99999482
 LW2414!UTM  19      -   0.99999719  x   1.00004722  =   1.00004441
 LW2414
 LW2414:                Primary Azimuth Mark                     Grid Az
 LW2414:SPC RI       -  CARR 1913                                200 52 22.2
 LW2414:UTM  19      -  CARR 1913                                202 31 57.5
 LW2414
 LW2414|---------------------------------------------------------------------|
 LW2414| PID    Reference Object                     Distance      Geod. Az  |
 LW2414|                                                           dddmmss.s |
 LW2414| LW2429 CARR 1913                           APPROX. 1.7 KM 2010051.3 |
 LW2414|---------------------------------------------------------------------|
 LW2414
 LW2414                          SUPERSEDED SURVEY CONTROL
 LW2414
 LW2414  NAD 83(1996)-  41 35 07.87749(N)    071 17 13.05383(W) AD(       ) 3
 LW2414  NAD 83(1992)-  41 35 07.87620(N)    071 17 13.05330(W) AD(       ) 3
 LW2414  NAD 83(1992)-  41 35 07.87573(N)    071 17 13.05303(W) AD(       ) 3
 LW2414  NAD 83(1986)-  41 35 07.87601(N)    071 17 13.05129(W) AD(       ) 3
 LW2414  NAD 27      -  41 35 07.50800(N)    071 17 14.87600(W) AD(       ) 3
 LW2414
 LW2414.Superseded values are not recommended for survey control.
 LW2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2414.See file dsdata.txt to determine how the superseded data were derived.
 LW2414
 LW2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0936906285(NAD 83)
 LW2414_MARKER: Z = SEE DESCRIPTION
 LW2414_SETTING: 0 = UNSPECIFIED SETTING
 LW2414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2414
 LW2414  HISTORY     - Date     Condition        Report By
 LW2414  HISTORY     - 1932     MONUMENTED       CGS
 LW2414  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW2414  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2414
 LW2414                          STATION DESCRIPTION
 LW2414
 LW2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2414'STATION IS LOCATED AT NAVAL FUEL DEPOT, AT MELVILLE, RHODE
 LW2414'ISLAND.  IT IS 229 FEET FROM SW CORNER OF W COAL SHED, 5 FEET N OF
 LW2414'INNER FACE OF GRANITE SEA WALL, 9 FEET S OF CENTER LINE OF S
 LW2414'NARROW GAUGE RAILROAD TRACKS RUNNING TO LOADING BRIDGE, 41 FEET
 LW2414'S OF END OF GRANITE BREAKWATER.
 LW2414'
 LW2414'STATION IS MARKED WITH A BRASS DISK IN A CONCRETE MONUMENT BELOW
 LW2414'THE SURFACE OF THE GROUND.  THE STATION WAS ESTABLISHED BY THE
 LW2414'U.S. NAVY SUBSURFACE SURVEY.
 LW2414
 LW2414                          STATION RECOVERY (1934)
 LW2414
 LW2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2414'STATION IS LOCATED AT THE NAVAL FUEL DEPOT AT MELVILLE, RHODE
 LW2414'ISLAND.  IT IS 229 FEET FROM THE SW CORNER OF THE W COAL SHED
 LW2414'(THIS COAL SHED HAS BEEN TAKEN DOWN BUT THE FOUNDATION STILL
 LW2414'REMAINS), 5 FEET N OF THE INNER FACE OF GRANITE SEA WALL, 9 FEET
 LW2414'S OF CENTER LINE OF S NARROW GAUGE RAILROAD TRACKS RUNNING TO THE
 LW2414'LOADING BRIDGE, 41 FEET S OF THE END OF GRANITE BREAKWATER.
 LW2414'
 LW2414'THE STATION IS MARKED WITH A BRASS MARK IN A CONCRETE MONUMENT
 LW2414'BELOW THE SURFACE OF THE GROUND.  THE STATION WAS ESTABLISHED BY
 LW2414'THE U.S. NAVY SUBSURFACE SURVEY.
 LW2414
 LW2414                          STATION RECOVERY (1956)
 LW2414
 LW2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2414'THE STATION IS LOST.  NO EVIDENCE OF THE GRANITE BREAKWATER
 LW2414'REMAINS.  THE NARROW GAUGE TRACKS COULD NOT BE FOUND.  NO ONE
 LW2414'REMEMBERS EVER HAVING SEEN THE MARKER.  THE GRANITE SEAWALL HAS
 LW2414'BEEN MOVED W, AND THE AREA OF THE STATION WAS FILLED IN AND
 LW2414'EXTENDED FOR A NEW BUILDING DURING WORLD WAR II.  STATION WAS
 LW2414'PROBABLY DESTROYED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2447 ***********************************************************************
 LW2447  DESIGNATION -  USN 9
 LW2447  PID         -  LW2447
 LW2447  STATE/COUNTY-  RI/NEWPORT
 LW2447  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2447
 LW2447                         *CURRENT SURVEY CONTROL
 LW2447  ___________________________________________________________________
 LW2447* NAD 83(1996)-  41 30 26.34313(N)    071 19 48.77812(W)     ADJUSTED  
 LW2447* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW2447  ___________________________________________________________________
 LW2447  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LW2447  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW2447
 LW2447  HORZ ORDER  -  THIRD
 LW2447
 LW2447.The horizontal coordinates were established by classical geodetic methods
 LW2447.and adjusted by the National Geodetic Survey in August 1998..
 LW2447
 LW2447.The orthometric height was scaled from a topographic map.
 LW2447
 LW2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2447
 LW2447.The geoid height was determined by GEOID03.
 LW2447
 LW2447;                    North         East     Units Scale Factor Converg.
 LW2447;SPC RI       -    47,101.149   114,174.620   MT  0.99999622   +0 06 45.1
 LW2447;SPC RI       -   154,531.02    374,587.90   sFT  0.99999622   +0 06 45.1
 LW2447;UTM  19      - 4,597,698.132   305,528.978   MT  1.00006543   -1 32 41.1
 LW2447
 LW2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2447!SPC RI       -   1.00000427  x   0.99999622  =   1.00000049
 LW2447!UTM  19      -   1.00000427  x   1.00006543  =   1.00006970
 LW2447
 LW2447:                Primary Azimuth Mark                     Grid Az
 LW2447:SPC RI       -  TELEGRAPH 2                              185 35 14.9
 LW2447:UTM  19      -  TELEGRAPH 2                              187 14 41.1
 LW2447
 LW2447|---------------------------------------------------------------------|
 LW2447| PID    Reference Object                     Distance      Geod. Az  |
 LW2447|                                                           dddmmss.s |
 LW2447| LW2851 TELEGRAPH 2                         APPROX. 4.9 KM 1854200.0 |
 LW2447|---------------------------------------------------------------------|
 LW2447
 LW2447                          SUPERSEDED SURVEY CONTROL
 LW2447
 LW2447  NAD 83(1996)-  41 30 26.34271(N)    071 19 48.77746(W) AD(       ) 3
 LW2447  NAD 83(1992)-  41 30 26.34152(N)    071 19 48.77744(W) AD(       ) 3
 LW2447  NAD 83(1992)-  41 30 26.34098(N)    071 19 48.77708(W) AD(       ) 3
 LW2447  NAD 83(1986)-  41 30 26.34097(N)    071 19 48.77536(W) AD(       ) 3
 LW2447  NAD 27      -  41 30 25.97600(N)    071 19 50.58500(W) AD(       ) 3
 LW2447
 LW2447.Superseded values are not recommended for survey control.
 LW2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2447.See file dsdata.txt to determine how the superseded data were derived.
 LW2447
 LW2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0552997698(NAD 83)
 LW2447_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2447_STAMPING: U S N 9 1932
 LW2447_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2447+STABILITY: SURFACE MOTION
 LW2447
 LW2447  HISTORY     - Date     Condition        Report By
 LW2447  HISTORY     - 1932     MONUMENTED       USN
 LW2447  HISTORY     - 1932     GOOD             CGS
 LW2447  HISTORY     - 1934     GOOD             CGS
 LW2447  HISTORY     - 1956     GOOD             CGS
 LW2447
 LW2447                          STATION DESCRIPTION
 LW2447
 LW2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LW2447'STATION IS LOCATED ON COASTERS ISLAND W OF NAVAL WAR COLLEGE
 LW2447'BUILDING.  IT IS 30.5 METERS FROM THE NW CORNER OF WAR COLLEGE, 24.0
 LW2447'METERS NW OF FIRE HYDRANT, 40 METERS NE OF CONCRETE RETAINING
 LW2447'WALL.  STATION IS MARKED WITH A BRASS MARKER IN A CONCRETE
 LW2447'MONUMENT BELOW THE SURFACE OF THE GROUND.  IT WAS ESTABLISHED BY
 LW2447'THE U.S.N. SUBSURFACE SURVEY.
 LW2447
 LW2447                          STATION RECOVERY (1934)
 LW2447
 LW2447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2447'STATION IS LOCATED ON COASTERS HARBOR ISLAND, 5 METERS S OF THE
 LW2447'MOST SOUTHWESTERLY CORNER OF THE W BUILDING OF THE NAVAL WAR
 LW2447'COLLEGE.  IT IS LOCATED 24 METERS NW OF A FIRE HYDRANT, 40 METERS
 LW2447'NE OF A CONCRETE RETAINING WALL.  STATION MARK IS A BRASS DISK SET
 LW2447'IN A CONCRETE MONUMENT ABOUT 5 FEET BELOW THE SURFACE OF THE
 LW2447'GROUND.  IT IS PROTECTED BY A TILE MAN-HOLE WITH A REMOVABLE
 LW2447'COVER, AGAINST BEING FILLED IN.  STATION WAS ESTABLISHED BY THE
 LW2447'U.S. NAVY SUBSURFACE SURVEY.
 LW2447
 LW2447                          STATION RECOVERY (1956)
 LW2447
 LW2447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2447'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS
 LW2447'ADEQUATE WITH THE FOLLOWING ADDITION--
 LW2447'
 LW2447'THE DISK IS STAMPED U S N 9 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0084 ***********************************************************************
 LW0084  DESIGNATION -  V 1
 LW0084  PID         -  LW0084
 LW0084  STATE/COUNTY-  RI/WASHINGTON
 LW0084  USGS QUAD   -  WICKFORD (1995)
 LW0084
 LW0084                         *CURRENT SURVEY CONTROL
 LW0084  ___________________________________________________________________
 LW0084* NAD 83(1986)-  41 34 16.     (N)    071 29 46.     (W)     SCALED    
 LW0084* NAVD 88     -        30.862  (meters)     101.25   (feet)  ADJUSTED  
 LW0084  ___________________________________________________________________
 LW0084  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW0084  DYNAMIC HT  -          30.851 (meters)     101.22  (feet)  COMP
 LW0084  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LW0084
 LW0084  VERT ORDER  -  FIRST     CLASS I
 LW0084
 LW0084.The horizontal coordinates were scaled from a topographic map and have
 LW0084.an estimated accuracy of +/- 6 seconds.
 LW0084
 LW0084.The orthometric height was determined by differential leveling
 LW0084.and adjusted by the National Geodetic Survey in June 1991..
 LW0084
 LW0084.The geoid height was determined by GEOID03.
 LW0084
 LW0084.The dynamic height is computed by dividing the NAVD 88
 LW0084.geopotential number by the normal gravity value computed on the
 LW0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0084.degrees latitude (g = 980.6199 gals.).
 LW0084
 LW0084.The modeled gravity was interpolated from observed gravity values.
 LW0084
 LW0084;                    North         East    Units  Estimated Accuracy
 LW0084;SPC RI       -    54,170.      100,320.      MT  (+/- 180 meters Scaled)
 LW0084
 LW0084                          SUPERSEDED SURVEY CONTROL
 LW0084
 LW0084  NGVD 29 (??/??/92)   31.133  (m)          102.14   (f) ADJ UNCH    1 1
 LW0084
 LW0084.Superseded values are not recommended for survey control.
 LW0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0084.See file dsdata.txt to determine how the superseded data were derived.
 LW0084
 LW0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG918051(NAD 83)
 LW0084_MARKER: DB = BENCH MARK DISK
 LW0084_SETTING: 66 = SET IN ROCK OUTCROP
 LW0084_SP_SET: BEDROCK
 LW0084_STAMPING: ELEV 102.191 FT V 1 1923
 LW0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0084+STABILITY: POSITION/ELEVATION WELL
 LW0084
 LW0084  HISTORY     - Date     Condition        Report By
 LW0084  HISTORY     - 1923     MONUMENTED       CGS
 LW0084  HISTORY     - 1965     GOOD             NGS
 LW0084  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW0084
 LW0084                          STATION DESCRIPTION
 LW0084
 LW0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0084'0.5 MI SW FROM WICKFORD JUNCTION.
 LW0084'0.5 MILE SOUTHWEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0084'RAILROAD FROM THE STATION AT WICKFORD JUNCTION, ABOUT 0.15
 LW0084'MILE SOUTHWEST OF THE COLONEL RODMAN HIGHWAY OVERPASS OVER THE
 LW0084'TRACKS, ABOUT 0.1 MILE NORTHEAST OF MILEPOST NH 93 - B 84, AT
 LW0084'THE BASE OF A STEEP ROCKY HILL, SET IN THE TOP OF A V SHAPED
 LW0084'BEDROCK WHICH IS ABOUT 8 FEET LONG AND 5 FEET WIDE, 70 YARDS
 LW0084'SOUTHEAST OF THE TRACK AND 5 FEET BELOW THE LEVEL OF THE TRACK.
 LW0084'MARK MAY BE REACHED BY GOING 1.1 MILES NORTHWEST ALONG STATE
 LW0084'HIGHWAY 138 FROM THE POST OFFICE AT WEST KINGSTON, THENCE 7.7
 LW0084'MILES NORTHEAST ALONG STATE HIGHWAY 2, THENCE 0.8 MILE SOUTHEAST
 LW0084'ALONG COLONEL RODMAN HIGHWAY, THENCE 0.15 MILE SOUTHWEST ALONG
 LW0084'THE NY, NH AND H RAILROAD TO MARK.
 LW0084
 LW0084                          STATION RECOVERY (1989)
 LW0084
 LW0084'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0143 ***********************************************************************
 LW0143  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0143  DESIGNATION -  V 16
 LW0143  PID         -  LW0143
 LW0143  STATE/COUNTY-  RI/PROVIDENCE
 LW0143  USGS QUAD   -  PROVIDENCE (1975)
 LW0143
 LW0143                         *CURRENT SURVEY CONTROL
 LW0143  ___________________________________________________________________
 LW0143* NAD 83(1986)-  41 46 37.     (N)    071 24 04.     (W)     SCALED    
 LW0143* NAVD 88     -        15.660  (meters)      51.38   (feet)  ADJUSTED  
 LW0143  ___________________________________________________________________
 LW0143  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW0143  DYNAMIC HT  -          15.655 (meters)      51.36  (feet)  COMP
 LW0143  MODELED GRAV-     980,311.0   (mgal)                       NAVD 88
 LW0143
 LW0143  VERT ORDER  -  FIRST     CLASS I
 LW0143
 LW0143.The horizontal coordinates were scaled from a topographic map and have
 LW0143.an estimated accuracy of +/- 6 seconds.
 LW0143
 LW0143.The orthometric height was determined by differential leveling
 LW0143.and adjusted by the National Geodetic Survey in June 1991..
 LW0143
 LW0143.This Tidal Bench Mark is designated as VM 12887
 LW0143.by the Center for Operational Oceanographic Products and Services.
 LW0143
 LW0143.The geoid height was determined by GEOID03.
 LW0143
 LW0143.The dynamic height is computed by dividing the NAVD 88
 LW0143.geopotential number by the normal gravity value computed on the
 LW0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0143.degrees latitude (g = 980.6199 gals.).
 LW0143
 LW0143.The modeled gravity was interpolated from observed gravity values.
 LW0143
 LW0143;                    North         East    Units  Estimated Accuracy
 LW0143;SPC RI       -    77,040.      108,220.      MT  (+/- 180 meters Scaled)
 LW0143
 LW0143                          SUPERSEDED SURVEY CONTROL
 LW0143
 LW0143  NGVD 29 (??/??/92)   15.910  (m)           52.20   (f) ADJ UNCH    1 1
 LW0143
 LW0143.Superseded values are not recommended for survey control.
 LW0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0143.See file dsdata.txt to determine how the superseded data were derived.
 LW0143
 LW0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG004277(NAD 83)
 LW0143_MARKER: DB = BENCH MARK DISK
 LW0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0143_SP_SET: CONCRETE WALL
 LW0143_STAMPING: V 16 1965
 LW0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0143
 LW0143  HISTORY     - Date     Condition        Report By
 LW0143  HISTORY     - 1965     MONUMENTED       CGS
 LW0143  HISTORY     - 20020407 GOOD             INDIV
 LW0143
 LW0143                          STATION DESCRIPTION
 LW0143
 LW0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0143'AT CRANSTON.
 LW0143'AT CRANSTON, ALONG WARWICK AVENUE, ABOUT 100 YARDS SOUTHWEST
 LW0143'OF THE JUNCTION OF WARWICK AVENUE BROAD STREET, SET IN THE TOP
 LW0143'OF A CONCRETE WALL AT THE SOUTHWEST END OF STEPS LEADING TO THE
 LW0143'SOUTHWEST ONE OF TWO WARWICK AVENUES ENTRANCE TO THE ST. PAUL
 LW0143'CATHOLIC CHURCH, 22 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 LW0143'WARWICK AVENUE, 27 FEET NORTHEAST OF THE WEST CORNER OF THE
 LW0143'CHURCH BUILDING AND 5 FEET ABOVE THE LEVEL OF THE AVENUE.
 LW0143
 LW0143                          STATION RECOVERY (2002)
 LW0143
 LW0143'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MPC)
 LW0143'SOME CONSTRUCTION IS BEING DONE ON EXTERIOR OF CHURCH, MARK STILL IN
 LW0143'PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0773 ***********************************************************************
 LW0773  DESIGNATION -  V 18
 LW0773  PID         -  LW0773
 LW0773  STATE/COUNTY-  RI/WASHINGTON
 LW0773  USGS QUAD   -  CAROLINA (1970)
 LW0773
 LW0773                         *CURRENT SURVEY CONTROL
 LW0773  ___________________________________________________________________
 LW0773* NAD 83(1986)-  41 27 00.     (N)    071 39 18.     (W)     SCALED    
 LW0773* NAVD 88     -        39.844  (meters)     130.72   (feet)  ADJUSTED  
 LW0773  ___________________________________________________________________
 LW0773  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW0773  DYNAMIC HT  -          39.830 (meters)     130.68  (feet)  COMP
 LW0773  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 LW0773
 LW0773  VERT ORDER  -  FIRST     CLASS I
 LW0773
 LW0773.The horizontal coordinates were scaled from a topographic map and have
 LW0773.an estimated accuracy of +/- 6 seconds.
 LW0773
 LW0773.The orthometric height was determined by differential leveling
 LW0773.and adjusted by the National Geodetic Survey in June 1991..
 LW0773
 LW0773.The geoid height was determined by GEOID03.
 LW0773
 LW0773.The dynamic height is computed by dividing the NAVD 88
 LW0773.geopotential number by the normal gravity value computed on the
 LW0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0773.degrees latitude (g = 980.6199 gals.).
 LW0773
 LW0773.The modeled gravity was interpolated from observed gravity values.
 LW0773
 LW0773;                    North         East    Units  Estimated Accuracy
 LW0773;SPC RI       -    40,730.       87,050.      MT  (+/- 180 meters Scaled)
 LW0773
 LW0773                          SUPERSEDED SURVEY CONTROL
 LW0773
 LW0773  NGVD 29 (??/??/92)   40.125  (m)          131.64   (f) ADJ UNCH    1 1
 LW0773
 LW0773.Superseded values are not recommended for survey control.
 LW0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0773.See file dsdata.txt to determine how the superseded data were derived.
 LW0773
 LW0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF782921(NAD 83)
 LW0773_MARKER: DB = BENCH MARK DISK
 LW0773_SETTING: 80 = SET IN A BOULDER
 LW0773_SP_SET: BOULDER
 LW0773_STAMPING: V 18 1965
 LW0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0773+STABILITY: SURFACE MOTION
 LW0773
 LW0773  HISTORY     - Date     Condition        Report By
 LW0773  HISTORY     - 1965     MONUMENTED       CGS
 LW0773  HISTORY     - 1969     GOOD             NGS
 LW0773  HISTORY     - 1984     GOOD             USPSQD
 LW0773  HISTORY     - 1987     GOOD             USPSQD
 LW0773  HISTORY     - 1988     GOOD             USPSQD
 LW0773  HISTORY     - 1989     GOOD             USPSQD
 LW0773  HISTORY     - 1990     GOOD             USPSQD
 LW0773
 LW0773                          STATION DESCRIPTION
 LW0773
 LW0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0773'0.4 MI SE FROM CAROLINA.
 LW0773'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION
 LW0773'OF STATE HIGHWAY 91 AT CAROLINA, THENCE 0.1 MILE EAST ALONG A
 LW0773'BLACK TOP ROAD, ACROSS THE BLACK TOP ROAD FROM THE CHARLESTOWN
 LW0773'SCHOOL, SET ON THE TOP OF A LARGE BOULDER WHICH PROJECTS 3
 LW0773'FEET ABOVE THE LEVEL OF THE GROUND, 113 FEET NORTH OF AND ACROSS
 LW0773'THE BLACK TOP ROAD FROM THE NORTHEAST CORNER OF THE CHARLESTOWN
 LW0773'SCHOOL, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 62 1/2
 LW0773'FEET EAST OF CABLE LINE POLE NO. 576, AND ABOUT 3 FEET ABOVE
 LW0773'THE LEVEL OF THE BLACK TOP ROAD.
 LW0773
 LW0773                          STATION RECOVERY (1969)
 LW0773
 LW0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0773'RECOVERED IN GOOD CONDITION.
 LW0773
 LW0773                          STATION RECOVERY (1984)
 LW0773
 LW0773'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0773'RECOVERED IN GOOD CONDITION.
 LW0773
 LW0773                          STATION RECOVERY (1987)
 LW0773
 LW0773'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0773'RECOVERED IN GOOD CONDITION.
 LW0773
 LW0773                          STATION RECOVERY (1988)
 LW0773
 LW0773'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0773'RECOVERED IN GOOD CONDITION.
 LW0773
 LW0773                          STATION RECOVERY (1989)
 LW0773
 LW0773'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0773'RECOVERED IN GOOD CONDITION.
 LW0773
 LW0773                          STATION RECOVERY (1990)
 LW0773
 LW0773'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1147 ***********************************************************************
 LW1147  DESIGNATION -  V 19
 LW1147  PID         -  LW1147
 LW1147  STATE/COUNTY-  RI/WASHINGTON
 LW1147  USGS QUAD   -  VOLUNTOWN (1975)
 LW1147
 LW1147                         *CURRENT SURVEY CONTROL
 LW1147  ___________________________________________________________________
 LW1147* NAD 83(1986)-  41 31 16.     (N)    071 45 31.     (W)     SCALED    
 LW1147* NAVD 88     -        83.533  (meters)     274.06   (feet)  ADJUSTED  
 LW1147  ___________________________________________________________________
 LW1147  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LW1147  DYNAMIC HT  -          83.503 (meters)     273.96  (feet)  COMP
 LW1147  MODELED GRAV-     980,264.1   (mgal)                       NAVD 88
 LW1147
 LW1147  VERT ORDER  -  SECOND    CLASS 0
 LW1147
 LW1147.The horizontal coordinates were scaled from a topographic map and have
 LW1147.an estimated accuracy of +/- 6 seconds.
 LW1147
 LW1147.The orthometric height was determined by differential leveling
 LW1147.and adjusted by the National Geodetic Survey in June 1991..
 LW1147
 LW1147.The geoid height was determined by GEOID03.
 LW1147
 LW1147.The dynamic height is computed by dividing the NAVD 88
 LW1147.geopotential number by the normal gravity value computed on the
 LW1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1147.degrees latitude (g = 980.6199 gals.).
 LW1147
 LW1147.The modeled gravity was interpolated from observed gravity values.
 LW1147
 LW1147;                    North         East    Units  Estimated Accuracy
 LW1147;SPC RI       -    48,650.       78,410.      MT  (+/- 180 meters Scaled)
 LW1147
 LW1147                          SUPERSEDED SURVEY CONTROL
 LW1147
 LW1147  NGVD 29 (??/??/92)   83.799  (m)          274.93   (f) ADJ UNCH    2 0
 LW1147
 LW1147.Superseded values are not recommended for survey control.
 LW1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1147.See file dsdata.txt to determine how the superseded data were derived.
 LW1147
 LW1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG698002(NAD 83)
 LW1147_MARKER: DB = BENCH MARK DISK
 LW1147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1147_SP_SET: CULVERT
 LW1147_STAMPING: V 19 1969
 LW1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1147+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW1147
 LW1147  HISTORY     - Date     Condition        Report By
 LW1147  HISTORY     - 1969     MONUMENTED       CGS
 LW1147  HISTORY     - 1986     GOOD             USPSQD
 LW1147  HISTORY     - 1988     GOOD             USPSQD
 LW1147  HISTORY     - 1988     GOOD             USPSQD
 LW1147  HISTORY     - 19891214 GOOD             USPSQD
 LW1147  HISTORY     - 19901121 GOOD             USPSQD
 LW1147  HISTORY     - 20010807 GOOD             USPSQD
 LW1147
 LW1147                          STATION DESCRIPTION
 LW1147
 LW1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1147'3.1 MI W FROM HOPE VALLEY.
 LW1147'ABOUT 3.1 MILES SOUTH AND NORTHWEST ALONG STATE HIGHWAY 138 FROM
 LW1147'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, AT ROCKVILLE, AT THE
 LW1147'OUTSIDE OF A LONG CURVE, NEAR THE JUNCTION OF A BLACK TOPPED
 LW1147'ROAD LEADING WEST, SET ON THE TOP OF THE SOUTHEAST END OF THE
 LW1147'SOUTHWEST HEAD WALL FOR A 12-FOOT CONCRETE BOX CULVERT UNDER
 LW1147'THE ROAD AND THE HIGHWAY, 30.3 FEET SOUTHWEST OF THE CENTER
 LW1147'LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 LW1147'HEAD WALL AND 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1147
 LW1147                          STATION RECOVERY (1986)
 LW1147
 LW1147'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1147'RECOVERED IN GOOD CONDITION.
 LW1147
 LW1147                          STATION RECOVERY (1988)
 LW1147
 LW1147'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1147'RECOVERED IN GOOD CONDITION.
 LW1147
 LW1147                          STATION RECOVERY (1988)
 LW1147
 LW1147'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1147'RECOVERED IN GOOD CONDITION.
 LW1147
 LW1147                          STATION RECOVERY (1989)
 LW1147
 LW1147'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1147'RECOVERED IN GOOD CONDITION.
 LW1147
 LW1147                          STATION RECOVERY (1990)
 LW1147
 LW1147'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1147'RECOVERED IN GOOD CONDITION.
 LW1147
 LW1147                          STATION RECOVERY (2001)
 LW1147
 LW1147'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0231 ***********************************************************************
 LW0231  DESIGNATION -  V 2
 LW0231  PID         -  LW0231
 LW0231  STATE/COUNTY-  RI/NEWPORT
 LW0231  USGS QUAD   -  TIVERTON (1975)
 LW0231
 LW0231                         *CURRENT SURVEY CONTROL
 LW0231  ___________________________________________________________________
 LW0231* NAD 83(1986)-  41 36 54.     (N)    071 14 46.     (W)     SCALED    
 LW0231* NAVD 88     -        30.204  (meters)      99.09   (feet)  ADJUSTED  
 LW0231  ___________________________________________________________________
 LW0231  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW0231  DYNAMIC HT  -          30.194 (meters)      99.06  (feet)  COMP
 LW0231  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 LW0231
 LW0231  VERT ORDER  -  SECOND    CLASS 0
 LW0231
 LW0231.The horizontal coordinates were scaled from a topographic map and have
 LW0231.an estimated accuracy of +/- 6 seconds.
 LW0231
 LW0231.The orthometric height was determined by differential leveling
 LW0231.and adjusted by the National Geodetic Survey in June 1991..
 LW0231
 LW0231.The geoid height was determined by GEOID03.
 LW0231
 LW0231.The dynamic height is computed by dividing the NAVD 88
 LW0231.geopotential number by the normal gravity value computed on the
 LW0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0231.degrees latitude (g = 980.6199 gals.).
 LW0231
 LW0231.The modeled gravity was interpolated from observed gravity values.
 LW0231
 LW0231;                    North         East    Units  Estimated Accuracy
 LW0231;SPC RI       -    59,080.      121,160.      MT  (+/- 180 meters Scaled)
 LW0231
 LW0231                          SUPERSEDED SURVEY CONTROL
 LW0231
 LW0231  NGVD 29 (??/??/92)   30.466  (m)           99.95   (f) ADJ UNCH    2 0
 LW0231
 LW0231.Superseded values are not recommended for survey control.
 LW0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0231.See file dsdata.txt to determine how the superseded data were derived.
 LW0231
 LW0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG128094(NAD 83)
 LW0231_MARKER: DB = BENCH MARK DISK
 LW0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0231_SP_SET: CATCH BASIN
 LW0231_STAMPING: V 2 1943
 LW0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0231
 LW0231  HISTORY     - Date     Condition        Report By
 LW0231  HISTORY     - 1943     MONUMENTED       CGS
 LW0231  HISTORY     - 1969     GOOD             NGS
 LW0231
 LW0231                          STATION DESCRIPTION
 LW0231
 LW0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0231'3 MI SW FROM PORTSMOUTH.
 LW0231'ABOUT 2.55 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE
 LW0231'WEST END OF THE HIGHWAY BRIDGE OVER THE SAKONNET RIVER, THENCE
 LW0231'0.4 MILE EAST ALONG SPRAGUE STREET, AT THE JUNCTION OF STATE
 LW0231'HIGHWAY 138, SET ON THE TOP OF THE SOUTHWEST CORNER OF A
 LW0231'4-BY-4-FOOT CATCH BASIN WITH AN IRON COVER, 55 FEET WEST OF THE
 LW0231'CENTER LINE OF STATE HIGHWAY 138, 33 FEET NORTH OF THE CENTER
 LW0231'LINE OF SPRAGUE STREET AND 1/2 FOOT ABOVE THE LEVEL OF THE
 LW0231'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1386 ***********************************************************************
 LW1386  DESIGNATION -  V 20
 LW1386  PID         -  LW1386
 LW1386  STATE/COUNTY-  RI/KENT
 LW1386  USGS QUAD   -  HOPE VALLEY (1975)
 LW1386
 LW1386                         *CURRENT SURVEY CONTROL
 LW1386  ___________________________________________________________________
 LW1386* NAD 83(1986)-  41 36 39.     (N)    071 39 12.     (W)     SCALED    
 LW1386* NAVD 88     -       119.053  (meters)     390.59   (feet)  ADJUSTED  
 LW1386  ___________________________________________________________________
 LW1386  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW1386  DYNAMIC HT  -         119.011 (meters)     390.46  (feet)  COMP
 LW1386  MODELED GRAV-     980,264.1   (mgal)                       NAVD 88
 LW1386
 LW1386  VERT ORDER  -  SECOND    CLASS 0
 LW1386
 LW1386.The horizontal coordinates were scaled from a topographic map and have
 LW1386.an estimated accuracy of +/- 6 seconds.
 LW1386
 LW1386.The orthometric height was determined by differential leveling
 LW1386.and adjusted by the National Geodetic Survey in June 1991..
 LW1386
 LW1386.The geoid height was determined by GEOID03.
 LW1386
 LW1386.The dynamic height is computed by dividing the NAVD 88
 LW1386.geopotential number by the normal gravity value computed on the
 LW1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1386.degrees latitude (g = 980.6199 gals.).
 LW1386
 LW1386.The modeled gravity was interpolated from observed gravity values.
 LW1386
 LW1386;                    North         East    Units  Estimated Accuracy
 LW1386;SPC RI       -    58,600.       87,220.      MT  (+/- 180 meters Scaled)
 LW1386
 LW1386                          SUPERSEDED SURVEY CONTROL
 LW1386
 LW1386  NGVD 29 (??/??/92)  119.306  (m)          391.42   (f) ADJ UNCH    2 0
 LW1386
 LW1386.Superseded values are not recommended for survey control.
 LW1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1386.See file dsdata.txt to determine how the superseded data were derived.
 LW1386
 LW1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG789099(NAD 83)
 LW1386_MARKER: DB = BENCH MARK DISK
 LW1386_SETTING: 80 = SET IN A BOULDER
 LW1386_SP_SET: BOULDER
 LW1386_STAMPING: V 20 1969
 LW1386_MARK LOGO: CGS   
 LW1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1386+STABILITY: SURFACE MOTION
 LW1386
 LW1386  HISTORY     - Date     Condition        Report By
 LW1386  HISTORY     - 1969     MONUMENTED       CGS
 LW1386  HISTORY     - 1984     GOOD             RIGS
 LW1386  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1386  HISTORY     - 19900331 GOOD             USPSQD
 LW1386
 LW1386                          STATION DESCRIPTION
 LW1386
 LW1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1386'9.6 MI SW FROM WARWICK.
 LW1386'ABOUT 9.55 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 95 FROM
 LW1386'THE OVERPASS OVER STATE HIGHWAY 2 AT WARWICK, ABOUT 0.65 MILE
 LW1386'NORTHEAST OF THE STATE HIGHWAY 102 OVERPASS OVER I-95, ON THE
 LW1386'SOUTHWEST SIDE OF A RAVINE WHICH IS ABOUT 100 YARDS ACROSS, AT
 LW1386'THE NORTHEAST END OF A CUT WHICH IS ABOUT 0.1 MILE LONG AND 15
 LW1386'FEET HIGH AT THE HIGHEST POINT, SET ON THE TOP OF AN IMBEDDED
 LW1386'BOULDER WHICH IS 9 FEET LONG-4 FEET WIDE AND PROJECTS 2 FEET,
 LW1386'136 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE
 LW1386'OF THE HIGHWAY, 12 FEET SOUTHEAST OF A METAL WITNESS POST AND 4
 LW1386'FEET BELOW THE LEVEL OF THE HIGHWAY.
 LW1386
 LW1386                          STATION RECOVERY (1984)
 LW1386
 LW1386'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1386'RECOVERED IN GOOD CONDITION.
 LW1386
 LW1386                          STATION RECOVERY (1987)
 LW1386
 LW1386'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1386'MARK NOT FOUND.
 LW1386
 LW1386                          STATION RECOVERY (1990)
 LW1386
 LW1386'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1434 ***********************************************************************
 LW1434  DESIGNATION -  V 21
 LW1434  PID         -  LW1434
 LW1434  STATE/COUNTY-  RI/PROVIDENCE
 LW1434  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1434
 LW1434                         *CURRENT SURVEY CONTROL
 LW1434  ___________________________________________________________________
 LW1434* NAD 83(1986)-  41 45 53.     (N)    071 33 34.     (W)     SCALED    
 LW1434* NAVD 88     -       135.250  (meters)     443.73   (feet)  ADJUSTED  
 LW1434  ___________________________________________________________________
 LW1434  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW1434  DYNAMIC HT  -         135.205 (meters)     443.59  (feet)  COMP
 LW1434  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 LW1434
 LW1434  VERT ORDER  -  SECOND    CLASS 0
 LW1434
 LW1434.The horizontal coordinates were scaled from a topographic map and have
 LW1434.an estimated accuracy of +/- 6 seconds.
 LW1434
 LW1434.The orthometric height was determined by differential leveling
 LW1434.and adjusted by the National Geodetic Survey in June 1991..
 LW1434
 LW1434.The geoid height was determined by GEOID03.
 LW1434
 LW1434.The dynamic height is computed by dividing the NAVD 88
 LW1434.geopotential number by the normal gravity value computed on the
 LW1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1434.degrees latitude (g = 980.6199 gals.).
 LW1434
 LW1434.The modeled gravity was interpolated from observed gravity values.
 LW1434
 LW1434;                    North         East    Units  Estimated Accuracy
 LW1434;SPC RI       -    75,680.       95,060.      MT  (+/- 180 meters Scaled)
 LW1434
 LW1434                          SUPERSEDED SURVEY CONTROL
 LW1434
 LW1434  NGVD 29 (??/??/92)  135.499  (m)          444.55   (f) ADJ UNCH    2 0
 LW1434
 LW1434.Superseded values are not recommended for survey control.
 LW1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1434.See file dsdata.txt to determine how the superseded data were derived.
 LW1434
 LW1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG872268(NAD 83)
 LW1434_MARKER: DB = BENCH MARK DISK
 LW1434_SETTING: 66 = SET IN ROCK OUTCROP
 LW1434_SP_SET: ROCK OUTCROP
 LW1434_STAMPING: V 21 1969
 LW1434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1434+STABILITY: POSITION/ELEVATION WELL
 LW1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1434+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 LW1434
 LW1434  HISTORY     - Date     Condition        Report By
 LW1434  HISTORY     - 1969     MONUMENTED       CGS
 LW1434  HISTORY     - 1987     GOOD             USPSQD
 LW1434  HISTORY     - 1989     GOOD             USPSQD
 LW1434  HISTORY     - 20050218 GOOD             USPSQD
 LW1434
 LW1434                          STATION DESCRIPTION
 LW1434
 LW1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1434'2.8 MI NE FROM HOPE.
 LW1434'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1434'OF STATE HIGHWAY 115 AT HOPE, THENCE 0.8 MILE EAST ALONG STATE
 LW1434'HIGHWAY 12, ABOUT 0.2 MILE WEST OF THE INTERSECTION OF SEVEN
 LW1434'MILE ROAD, 175 FEET EAST OF THE CENTER OF THE JUNCTION OF A
 LW1434'DRIVEWAY SOUTH TO A RESIDENCE AT NUMBER 2610, SET IN THE TOP OF
 LW1434'THE NORTHEAST END OF AN OUTCROPPING ROCK WHICH IS 6 FEET LONG
 LW1434'AND 2 FEET WIDE, 30 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 LW1434'HIGHWAY, 1 1/2 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE AND
 LW1434'ABOUT LEVEL WITH THE HIGHWAY.
 LW1434
 LW1434                          STATION RECOVERY (1987)
 LW1434
 LW1434'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1434'RECOVERED IN GOOD CONDITION.
 LW1434
 LW1434                          STATION RECOVERY (1989)
 LW1434
 LW1434'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1434'RECOVERED IN GOOD CONDITION.
 LW1434
 LW1434                          STATION RECOVERY (2005)
 LW1434
 LW1434'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0967 ***********************************************************************
 LW0967  DESIGNATION -  V 22
 LW0967  PID         -  LW0967
 LW0967  STATE/COUNTY-  RI/WASHINGTON
 LW0967  USGS QUAD   -  
 LW0967
 LW0967                         *CURRENT SURVEY CONTROL
 LW0967  ___________________________________________________________________
 LW0967* NAD 83(1986)-  41 19 59.     (N)    071 24 59.     (W)     SCALED    
 LW0967* NAVD 88     -         9.867  (meters)      32.37   (feet)  ADJUSTED  
 LW0967  ___________________________________________________________________
 LW0967  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0967  DYNAMIC HT  -           9.864 (meters)      32.36  (feet)  COMP
 LW0967  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 LW0967
 LW0967  VERT ORDER  -  SECOND    CLASS 0
 LW0967
 LW0967.The horizontal coordinates were scaled from a topographic map and have
 LW0967.an estimated accuracy of +/- 6 seconds.
 LW0967
 LW0967.The orthometric height was determined by differential leveling
 LW0967.and adjusted by the National Geodetic Survey in June 1991..
 LW0967
 LW0967.The geoid height was determined by GEOID03.
 LW0967
 LW0967.The dynamic height is computed by dividing the NAVD 88
 LW0967.geopotential number by the normal gravity value computed on the
 LW0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0967.degrees latitude (g = 980.6199 gals.).
 LW0967
 LW0967.The modeled gravity was interpolated from observed gravity values.
 LW0967
 LW0967;                    North         East    Units  Estimated Accuracy
 LW0967;SPC RI       -    27,740.      107,000.      MT  (+/- 180 meters Scaled)
 LW0967
 LW0967                          SUPERSEDED SURVEY CONTROL
 LW0967
 LW0967  NGVD 29 (??/??/92)   10.148  (m)           33.29   (f) ADJ UNCH    2 0
 LW0967
 LW0967.Superseded values are not recommended for survey control.
 LW0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0967.See file dsdata.txt to determine how the superseded data were derived.
 LW0967
 LW0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF977785(NAD 83)
 LW0967_STAMPING: V 22 1969
 LW0967_MARK LOGO: CGS   
 LW0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0967
 LW0967  HISTORY     - Date     Condition        Report By
 LW0967  HISTORY     - 1969     FIRST OBSERVED   CGS
 LW0967  HISTORY     - 1984     GOOD             USPSQD
 LW0967  HISTORY     - 1987     GOOD             USPSQD
 LW0967  HISTORY     - 1988     GOOD             USPSQD
 LW0967  HISTORY     - 19880606 GOOD             RIGS
 LW0967  HISTORY     - 1989     GOOD             USPSQD
 LW0967  HISTORY     - 1990     GOOD             USPSQD
 LW0967  HISTORY     - 19900606 GOOD             RIGS
 LW0967
 LW0967                          STATION DESCRIPTION
 LW0967
 LW0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0967'AT WAKEFIELD.
 LW0967'AT WAKEFIELD, ALONG U.S. HIGHWAY 1, SET ON THE TOP AND 1.6 FEET
 LW0967'WEST OF THE EAST END OF THE SOUTH CONCRETE BASE FOR THE SOUTH GUARD
 LW0967'RAIL OF THE U.S. HIGHWAY 1 NORTHBOUND LANE BRIDGE OVER POND
 LW0967'STREET, 0.1 MILE WEST OF THE HIGHWAY BRIDGE OVER THE SAUGATUCKET
 LW0967'RIVER, 20.2 FEET SOUTH OF THE CENTER LINE OF THE NORTHBOUND LANE
 LW0967'OF THE HIGHWAY, 0.7 FOOT NORTH OF THE NORTH FACE OF THE SOUTH
 LW0967'GUARD RAIL BASE AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0967
 LW0967                          STATION RECOVERY (1984)
 LW0967
 LW0967'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0967'RECOVERED IN GOOD CONDITION.
 LW0967
 LW0967                          STATION RECOVERY (1987)
 LW0967
 LW0967'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0967'RECOVERED IN GOOD CONDITION.
 LW0967
 LW0967                          STATION RECOVERY (1988)
 LW0967
 LW0967'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW0967'RECOVERED IN GOOD CONDITION.
 LW0967
 LW0967                          STATION RECOVERY (1988)
 LW0967
 LW0967'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988 (GEC)
 LW0967'RECOVERED AS DESCRIBED.
 LW0967
 LW0967                          STATION RECOVERY (1989)
 LW0967
 LW0967'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0967'RECOVERED IN GOOD CONDITION.
 LW0967
 LW0967                          STATION RECOVERY (1990)
 LW0967
 LW0967'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0967'RECOVERED IN GOOD CONDITION.
 LW0967
 LW0967                          STATION RECOVERY (1990)
 LW0967
 LW0967'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0967'AT WAKEFIELD, ALONG U.S. HIGHWAY 1, SET ON THE TOP AND 1.6 FEET WEST
 LW0967'OF THE EAST END OF THE SOUTH CONCRETE BASE FOR THE SOUTH GUARD RAIL
 LW0967'OF THE U.S. HIGHWAY 1 NORTHBOUND LANE BRIDGE OVER POND STREET, 0.1
 LW0967'MILE WEST OF THE HIGHWAY BRIDGE OVER THE SAUGATUCKET RIVER, 20.2 FEET
 LW0967'SOUTH OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 0.7
 LW0967'FOOT NORTH OF THE NORTH FACE OF THE SOUTH GUARD RAIL BASE AND 1/2
 LW0967'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  IN 1984 THIS POINT WAS REPORTED
 LW0967'BY USPSQD AS BEING IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0355 ***********************************************************************
 LW0355  DESIGNATION -  V 23
 LW0355  PID         -  LW0355
 LW0355  STATE/COUNTY-  RI/KENT
 LW0355  USGS QUAD   -  EAST GREENWICH (1975)
 LW0355
 LW0355                         *CURRENT SURVEY CONTROL
 LW0355  ___________________________________________________________________
 LW0355* NAD 83(1986)-  41 40 45.     (N)    071 28 38.     (W)     SCALED    
 LW0355* NAVD 88     -        42.817  (meters)     140.48   (feet)  ADJUSTED  
 LW0355  ___________________________________________________________________
 LW0355  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW0355  DYNAMIC HT  -          42.803 (meters)     140.43  (feet)  COMP
 LW0355  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 LW0355
 LW0355  VERT ORDER  -  SECOND    CLASS 0
 LW0355
 LW0355.The horizontal coordinates were scaled from a topographic map and have
 LW0355.an estimated accuracy of +/- 6 seconds.
 LW0355
 LW0355.The orthometric height was determined by differential leveling
 LW0355.and adjusted by the National Geodetic Survey in June 1991..
 LW0355
 LW0355.The geoid height was determined by GEOID03.
 LW0355
 LW0355.The dynamic height is computed by dividing the NAVD 88
 LW0355.geopotential number by the normal gravity value computed on the
 LW0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0355.degrees latitude (g = 980.6199 gals.).
 LW0355
 LW0355.The modeled gravity was interpolated from observed gravity values.
 LW0355
 LW0355;                    North         East    Units  Estimated Accuracy
 LW0355;SPC RI       -    66,170.      101,900.      MT  (+/- 180 meters Scaled)
 LW0355
 LW0355                          SUPERSEDED SURVEY CONTROL
 LW0355
 LW0355  NGVD 29 (??/??/92)   43.074  (m)          141.32   (f) ADJ UNCH    2 0
 LW0355
 LW0355.Superseded values are not recommended for survey control.
 LW0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0355.See file dsdata.txt to determine how the superseded data were derived.
 LW0355
 LW0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG938171(NAD 83)
 LW0355_MARKER: DB = BENCH MARK DISK
 LW0355_SETTING: 80 = SET IN A BOULDER
 LW0355_SP_SET: BOULDER
 LW0355_STAMPING: V 23 1969
 LW0355_MARK LOGO: CGS   
 LW0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0355+STABILITY: SURFACE MOTION
 LW0355
 LW0355  HISTORY     - Date     Condition        Report By
 LW0355  HISTORY     - 1969     MONUMENTED       CGS
 LW0355  HISTORY     - 1985     GOOD             RIGS
 LW0355
 LW0355                          STATION DESCRIPTION
 LW0355
 LW0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0355'1.8 MI NE FROM WEST WARWICK.
 LW0355'ABOUT 1.75 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0355'OVERPASS OVER STATE HIGHWAY 2 AT WEST WARWICK, 0.35 MILE SOUTH
 LW0355'OF THE COWESETT ROAD OVERPASS OVER THE INTERSTATE HIGHWAY, ALONG
 LW0355'THE NORTHBOUND LANE OF THE INTERSTATE HIGHWAY 95, SET IN THE
 LW0355'TOP AND 4 FEET WEST OF THE EAST END OF THE NORTH ONE OF TWO LARGE
 LW0355'BOULDER, 510 FEET SOUTH OF THE HIGHWAY SIGN FOR ROUTE 117 AND
 LW0355'115, 103 FEET EAST OF THE CENTER LINE OF THE TWO MOST EAST LANE
 LW0355'OF THE NORTHBOUND LANE OF THE INTERSTATE AND 5 FEET ABOVE THE
 LW0355'LEVEL OF THE HIGHWAY.
 LW0355
 LW0355                          STATION RECOVERY (1985)
 LW0355
 LW0355'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0541 ***********************************************************************
 LW0541  DESIGNATION -  V 24
 LW0541  PID         -  LW0541
 LW0541  STATE/COUNTY-  RI/PROVIDENCE
 LW0541  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW0541
 LW0541                         *CURRENT SURVEY CONTROL
 LW0541  ___________________________________________________________________
 LW0541* NAD 83(1986)-  41 47 26.     (N)    071 20 22.     (W)     SCALED    
 LW0541* NAVD 88     -        11.417  (meters)      37.46   (feet)  ADJUSTED  
 LW0541  ___________________________________________________________________
 LW0541  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW0541  DYNAMIC HT  -          11.413 (meters)      37.44  (feet)  COMP
 LW0541  MODELED GRAV-     980,317.6   (mgal)                       NAVD 88
 LW0541
 LW0541  VERT ORDER  -  SECOND    CLASS 0
 LW0541
 LW0541.The horizontal coordinates were scaled from a topographic map and have
 LW0541.an estimated accuracy of +/- 6 seconds.
 LW0541
 LW0541.The orthometric height was determined by differential leveling
 LW0541.and adjusted by the National Geodetic Survey in June 1991..
 LW0541
 LW0541.The geoid height was determined by GEOID03.
 LW0541
 LW0541.The dynamic height is computed by dividing the NAVD 88
 LW0541.geopotential number by the normal gravity value computed on the
 LW0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0541.degrees latitude (g = 980.6199 gals.).
 LW0541
 LW0541.The modeled gravity was interpolated from observed gravity values.
 LW0541
 LW0541;                    North         East    Units  Estimated Accuracy
 LW0541;SPC RI       -    78,560.      113,350.      MT  (+/- 180 meters Scaled)
 LW0541
 LW0541                          SUPERSEDED SURVEY CONTROL
 LW0541
 LW0541  NGVD 29 (??/??/92)   11.675  (m)           38.30   (f) ADJ UNCH    2 0
 LW0541
 LW0541.Superseded values are not recommended for survey control.
 LW0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0541.See file dsdata.txt to determine how the superseded data were derived.
 LW0541
 LW0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG056291(NAD 83)
 LW0541_MARKER: DB = BENCH MARK DISK
 LW0541_SETTING: 80 = SET IN A BOULDER
 LW0541_SP_SET: BOULDER
 LW0541_STAMPING: V 24 1969
 LW0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0541+STABILITY: SURFACE MOTION
 LW0541
 LW0541  HISTORY     - Date     Condition        Report By
 LW0541  HISTORY     - 1969     MONUMENTED       CGS
 LW0541  HISTORY     - 1971     MARK NOT FOUND   NGS
 LW0541  HISTORY     - 20040706 MARK NOT FOUND   EPDPW
 LW0541
 LW0541                          STATION DESCRIPTION
 LW0541
 LW0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0541'4.4 MI N FROM BARRINGTON.
 LW0541'ABOUT 4.45 MILES NORTH ALONG STATE HIGHWAY 114 AND 103 FROM THE
 LW0541'POST OFFICE AT BARRINGTON, 0.85 MILE SOUTH OF THE WAMPANOAG TRAIL
 LW0541'OVERPASS, ACROSS THE HIGHWAY AND SOUTHWEST FROM THE GATE TO THE
 LW0541'GATE OF HEAVEN CEMETERY, SET IN THE TOP AND AT THE NORTHWEST
 LW0541'EDGE OF A 6-BY-5- FOOT BURIED BOULDER WHICH PROJECTS 1 FOOT ABOVE
 LW0541'THE GROUND, 98 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHBOUND
 LW0541'LANE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 LW0541
 LW0541                          STATION RECOVERY (1971)
 LW0541
 LW0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LW0541'MARK NOT FOUND.
 LW0541
 LW0541                          STATION RECOVERY (2004)
 LW0541
 LW0541'RECOVERY NOTE BY   2004
 LW0541'PREVIOUS DESCRIPTION AND G.P.S. UNIT BOTH INDICATE THAT THE STATION IS
 LW0541'BEHIND CHAIN LINK FENCE AND IS ON THE PROPERTY OF MOBIL OIL. COULD NOT
 LW0541'ACCESS PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1245 ***********************************************************************
 LW1245  DESIGNATION -  V 25
 LW1245  PID         -  LW1245
 LW1245  STATE/COUNTY-  RI/PROVIDENCE
 LW1245  USGS QUAD   -  THOMPSON (1974)
 LW1245
 LW1245                         *CURRENT SURVEY CONTROL
 LW1245  ___________________________________________________________________
 LW1245* NAD 83(1986)-  41 52 51.     (N)    071 46 04.     (W)     SCALED    
 LW1245* NAVD 88     -       234.710  (meters)     770.04   (feet)  ADJUSTED  
 LW1245  ___________________________________________________________________
 LW1245  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW1245  DYNAMIC HT  -         234.626 (meters)     769.77  (feet)  COMP
 LW1245  MODELED GRAV-     980,258.9   (mgal)                       NAVD 88
 LW1245
 LW1245  VERT ORDER  -  SECOND    CLASS 0
 LW1245
 LW1245.The horizontal coordinates were scaled from a topographic map and have
 LW1245.an estimated accuracy of +/- 6 seconds.
 LW1245
 LW1245.The orthometric height was determined by differential leveling
 LW1245.and adjusted by the National Geodetic Survey in June 1991..
 LW1245
 LW1245.The geoid height was determined by GEOID03.
 LW1245
 LW1245.The dynamic height is computed by dividing the NAVD 88
 LW1245.geopotential number by the normal gravity value computed on the
 LW1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1245.degrees latitude (g = 980.6199 gals.).
 LW1245
 LW1245.The modeled gravity was interpolated from observed gravity values.
 LW1245
 LW1245;                    North         East    Units  Estimated Accuracy
 LW1245;SPC RI       -    88,610.       77,770.      MT  (+/- 180 meters Scaled)
 LW1245
 LW1245                          SUPERSEDED SURVEY CONTROL
 LW1245
 LW1245  NGVD 29 (??/??/92)  234.947  (m)          770.82   (f) ADJ UNCH    2 0
 LW1245
 LW1245.Superseded values are not recommended for survey control.
 LW1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1245.See file dsdata.txt to determine how the superseded data were derived.
 LW1245
 LW1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG703402(NAD 83)
 LW1245_MARKER: DB = BENCH MARK DISK
 LW1245_SETTING: 80 = SET IN A BOULDER
 LW1245_SP_SET: BOULDER
 LW1245_STAMPING: V 25 1969
 LW1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1245+STABILITY: SURFACE MOTION
 LW1245
 LW1245  HISTORY     - Date     Condition        Report By
 LW1245  HISTORY     - 1969     MONUMENTED       CGS
 LW1245  HISTORY     - 19900524 GOOD             USPSQD
 LW1245  HISTORY     - 19900825 GOOD             USPSQD
 LW1245
 LW1245                          STATION DESCRIPTION
 LW1245
 LW1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1245'2 MI N FROM FOSTER.
 LW1245'ABOUT 2.05 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE
 LW1245'INTERSECTION OF STATE HIGHWAY 101 AT FOSTER, ON TOP AND NEAR THE
 LW1245'NORTHWEST END OF A CUT WHICH IS 75 YARDS LONG AND 10 FEET HIGH
 LW1245'AT HIGHEST POINT, SET ON THE TOP OF A FLAT IMBEDDED BOULDER WHICH
 LW1245'IS 5-FEET WIDE AND 1 FOOT HIGH AT THE WEST END, 30 FEET NORTHEAST
 LW1245'OF THE CENTER LINE OF THE HIGHWAY, 46 FEET NORTHEAST OF AND
 LW1245'ACROSS THE HIGHWAY FROM POWER LINE POLE 54, ABOUT 45 FEET
 LW1245'SOUTHEAST OF THE NORTHWEST END OF THE CUT AND 5 FEET ABOVE THE
 LW1245'LEVEL OF THE HIGHWAY.
 LW1245
 LW1245                          STATION RECOVERY (1990)
 LW1245
 LW1245'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1245'RECOVERED IN GOOD CONDITION.
 LW1245
 LW1245                          STATION RECOVERY (1990)
 LW1245
 LW1245'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1214 ***********************************************************************
 LW1214  DESIGNATION -  V 26
 LW1214  PID         -  LW1214
 LW1214  STATE/COUNTY-  RI/PROVIDENCE
 LW1214  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1214
 LW1214                         *CURRENT SURVEY CONTROL
 LW1214  ___________________________________________________________________
 LW1214* NAD 83(1986)-  41 59 55.     (N)    071 35 43.     (W)     SCALED    
 LW1214* NAVD 88     -        92.743  (meters)     304.27   (feet)  ADJUSTED  
 LW1214  ___________________________________________________________________
 LW1214  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LW1214  DYNAMIC HT  -          92.713 (meters)     304.18  (feet)  COMP
 LW1214  MODELED GRAV-     980,297.1   (mgal)                       NAVD 88
 LW1214
 LW1214  VERT ORDER  -  SECOND    CLASS 0
 LW1214
 LW1214.The horizontal coordinates were scaled from a topographic map and have
 LW1214.an estimated accuracy of +/- 6 seconds.
 LW1214
 LW1214.The orthometric height was determined by differential leveling
 LW1214.and adjusted by the National Geodetic Survey in June 1991..
 LW1214
 LW1214.The geoid height was determined by GEOID03.
 LW1214
 LW1214.The dynamic height is computed by dividing the NAVD 88
 LW1214.geopotential number by the normal gravity value computed on the
 LW1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1214.degrees latitude (g = 980.6199 gals.).
 LW1214
 LW1214.The modeled gravity was interpolated from observed gravity values.
 LW1214
 LW1214;                    North         East    Units  Estimated Accuracy
 LW1214;SPC RI       -   101,660.       92,110.      MT  (+/- 180 meters Scaled)
 LW1214
 LW1214                          SUPERSEDED SURVEY CONTROL
 LW1214
 LW1214  NGVD 29 (??/??/92)   92.981  (m)          305.06   (f) ADJ UNCH    2 0
 LW1214
 LW1214.Superseded values are not recommended for survey control.
 LW1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1214.See file dsdata.txt to determine how the superseded data were derived.
 LW1214
 LW1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG850528(NAD 83)
 LW1214_MARKER: DB = BENCH MARK DISK
 LW1214_SETTING: 66 = SET IN ROCK OUTCROP
 LW1214_SP_SET: ROCK OUTCROP
 LW1214_STAMPING: V 26 1969
 LW1214_MARK LOGO: CGS   
 LW1214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1214+STABILITY: POSITION/ELEVATION WELL
 LW1214
 LW1214  HISTORY     - Date     Condition        Report By
 LW1214  HISTORY     - 1969     MONUMENTED       CGS
 LW1214  HISTORY     - 1986     GOOD             RIGS
 LW1214  HISTORY     - 1988     GOOD             USPSQD
 LW1214
 LW1214                          STATION DESCRIPTION
 LW1214
 LW1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1214'0.8 MI SW FROM SLATERSVILLE.
 LW1214'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 102 FROM THE
 LW1214'JUNCTION OF STATE HIGHWAY 5 AT SLATERSVILLE, IN THE YARD FOR A
 LW1214'WHITE FRAME HOUSE, 165 FEET SOUTH OF THE CENTER OF THE JUNCTION
 LW1214'OF NORTH GATE ROAD, SET ON THE TOP OF AN OUTCROPPING ROCK
 LW1214'WHICH IS 75 FEET LONG AND 4 FEET HIGH ON THE WEST SIDE, 67 FEET
 LW1214'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 8 FEET ABOVE
 LW1214'THE LEVEL OF THE HIGHWAY.
 LW1214
 LW1214                          STATION RECOVERY (1986)
 LW1214
 LW1214'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1214'RECOVERED IN GOOD CONDITION.
 LW1214
 LW1214                          STATION RECOVERY (1988)
 LW1214
 LW1214'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0224 ***********************************************************************
 LW0224  DESIGNATION -  V 27
 LW0224  PID         -  LW0224
 LW0224  STATE/COUNTY-  RI/NEWPORT
 LW0224  USGS QUAD   -  FALL RIVER (1979)
 LW0224
 LW0224                         *CURRENT SURVEY CONTROL
 LW0224  ___________________________________________________________________
 LW0224* NAD 83(1986)-  41 38 16.     (N)    071 13 21.     (W)     SCALED    
 LW0224* NAVD 88     -         7.673  (meters)      25.17   (feet)  ADJUSTED  
 LW0224  ___________________________________________________________________
 LW0224  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW0224  DYNAMIC HT  -           7.671 (meters)      25.17  (feet)  COMP
 LW0224  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 LW0224
 LW0224  VERT ORDER  -  SECOND    CLASS 0
 LW0224
 LW0224.The horizontal coordinates were scaled from a topographic map and have
 LW0224.an estimated accuracy of +/- 6 seconds.
 LW0224
 LW0224.The orthometric height was determined by differential leveling
 LW0224.and adjusted by the National Geodetic Survey in June 1991..
 LW0224
 LW0224.The geoid height was determined by GEOID03.
 LW0224
 LW0224.The dynamic height is computed by dividing the NAVD 88
 LW0224.geopotential number by the normal gravity value computed on the
 LW0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0224.degrees latitude (g = 980.6199 gals.).
 LW0224
 LW0224.The modeled gravity was interpolated from observed gravity values.
 LW0224
 LW0224;                    North         East    Units  Estimated Accuracy
 LW0224;SPC RI       -    61,610.      123,120.      MT  (+/- 180 meters Scaled)
 LW0224
 LW0224                          SUPERSEDED SURVEY CONTROL
 LW0224
 LW0224  NGVD 29 (??/??/92)    7.931  (m)           26.02   (f) ADJ UNCH    2 0
 LW0224
 LW0224.Superseded values are not recommended for survey control.
 LW0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0224.See file dsdata.txt to determine how the superseded data were derived.
 LW0224
 LW0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG148119(NAD 83)
 LW0224_MARKER: DB = BENCH MARK DISK
 LW0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0224_SP_SET: NORTH CONCRETE BANNISTER
 LW0224_STAMPING: V 27 1969
 LW0224_MARK LOGO: CGS   
 LW0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0224+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 LW0224
 LW0224  HISTORY     - Date     Condition        Report By
 LW0224  HISTORY     - 1969     MONUMENTED       CGS
 LW0224  HISTORY     - 19870701 GOOD             RIGS
 LW0224  HISTORY     - 20030416 GOOD             USPSQD
 LW0224
 LW0224                          STATION DESCRIPTION
 LW0224
 LW0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0224'0.2 MI W FROM PORTSMOUTH.
 LW0224'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 24 FROM THE WEST END
 LW0224'OF THE HIGHWAY BRIDGE OVER THE SAKONNET RIVER AT PORTSMOUTH,
 LW0224'SET ON THE TOP OF THE WEST END OF THE NORTH CONCRETE BANNISTER
 LW0224'OF THE HIGHWAY OVERPASS OVER ANTHONY ROAD, 27.5 FEET NORTH OF
 LW0224'THE CENTER LINE OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY AND
 LW0224'3.7 FEET ABOVE THE LEVEL OF THE BRIDGE SIDEWALK.
 LW0224
 LW0224                          STATION RECOVERY (1987)
 LW0224
 LW0224'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0224'RECOVERED IN GOOD CONDITION.
 LW0224
 LW0224                          STATION RECOVERY (2003)
 LW0224
 LW0224'RECOVERY NOTE BY US POWER SQUADRON 2003 (TG)
 LW0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0579 ***********************************************************************
 LW0579  DESIGNATION -  V 28
 LW0579  PID         -  LW0579
 LW0579  STATE/COUNTY-  RI/NEWPORT
 LW0579  USGS QUAD   -  NEWPORT (1975)
 LW0579
 LW0579                         *CURRENT SURVEY CONTROL
 LW0579  ___________________________________________________________________
 LW0579* NAD 83(1986)-  41 29 33.     (N)    071 18 39.     (W)     SCALED    
 LW0579* NAVD 88     -        12.505  (meters)      41.03   (feet)  ADJUSTED  
 LW0579  ___________________________________________________________________
 LW0579  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW0579  DYNAMIC HT  -          12.501 (meters)      41.01  (feet)  COMP
 LW0579  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 LW0579
 LW0579  VERT ORDER  -  SECOND    CLASS 0
 LW0579
 LW0579.The horizontal coordinates were scaled from a topographic map and have
 LW0579.an estimated accuracy of +/- 6 seconds.
 LW0579
 LW0579.The orthometric height was determined by differential leveling
 LW0579.and adjusted by the National Geodetic Survey in June 1991..
 LW0579
 LW0579.The geoid height was determined by GEOID03.
 LW0579
 LW0579.The dynamic height is computed by dividing the NAVD 88
 LW0579.geopotential number by the normal gravity value computed on the
 LW0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0579.degrees latitude (g = 980.6199 gals.).
 LW0579
 LW0579.The modeled gravity was interpolated from observed gravity values.
 LW0579
 LW0579;                    North         East    Units  Estimated Accuracy
 LW0579;SPC RI       -    45,460.      115,800.      MT  (+/- 180 meters Scaled)
 LW0579
 LW0579                          SUPERSEDED SURVEY CONTROL
 LW0579
 LW0579  NGVD 29 (??/??/92)   12.773  (m)           41.91   (f) ADJ UNCH    2 0
 LW0579
 LW0579.Superseded values are not recommended for survey control.
 LW0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0579.See file dsdata.txt to determine how the superseded data were derived.
 LW0579
 LW0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF071960(NAD 83)
 LW0579_MARKER: DB = BENCH MARK DISK
 LW0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0579_SP_SET: STEPS
 LW0579_STAMPING: V 28 1969
 LW0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0579
 LW0579  HISTORY     - Date     Condition        Report By
 LW0579  HISTORY     - 1969     MONUMENTED       CGS
 LW0579  HISTORY     - 1987     GOOD             USPSQD
 LW0579  HISTORY     - 1989     GOOD             USPSQD
 LW0579
 LW0579                          STATION DESCRIPTION
 LW0579
 LW0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0579'AT NEWPORT.
 LW0579'AT NEWPORT, ABOUT 0.3 MILE SOUTH ALONG BROADWAY FROM THE BROADWAY
 LW0579'BRANCH POST OFFICE AT NEWPORT, ALONG BROADWAY, BETWEEN MANN
 LW0579'AVENUE AND BULL STREET, SET VERTICALLY IN THE NORTHEAST SIDE OF
 LW0579'THE SANDSTONE COLUMNS ON THE NORTHEAST SIDE OF STEPS TO THE NORTHWEST
 LW0579'ENTRANCE TO THE THOMPSON JUNIOR HIGH SCHOOL, (A 3-STORIED BRICK
 LW0579'BUILDING), 67 FEET SOUTHEAST OF THE SOUTHEAST CURB OF BROADWAY, 10
 LW0579'FEET NORTHEAST OF THE CENTER OF THE STEP TO SCHOOL, 2.3 FEET
 LW0579'SOUTHEAST OF THE NORTHWEST END OF THE COLUMN, 4 FEET NORTHWEST OF
 LW0579'THE NORTHWEST WALL OF THE BUILDING.
 LW0579
 LW0579                          STATION RECOVERY (1987)
 LW0579
 LW0579'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0579'RECOVERED IN GOOD CONDITION.
 LW0579
 LW0579                          STATION RECOVERY (1989)
 LW0579
 LW0579'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0308 ***********************************************************************
 LW0308  DESIGNATION -  V 29
 LW0308  PID         -  LW0308
 LW0308  STATE/COUNTY-  RI/PROVIDENCE
 LW0308  USGS QUAD   -  PAWTUCKET (1975)
 LW0308
 LW0308                         *CURRENT SURVEY CONTROL
 LW0308  ___________________________________________________________________
 LW0308* NAD 83(1986)-  41 57 10.     (N)    071 22 58.     (W)     SCALED    
 LW0308* NAVD 88     -        34.962  (meters)     114.70   (feet)  ADJUSTED  
 LW0308  ___________________________________________________________________
 LW0308  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LW0308  DYNAMIC HT  -          34.952 (meters)     114.67  (feet)  COMP
 LW0308  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 LW0308
 LW0308  VERT ORDER  -  SECOND    CLASS 0
 LW0308
 LW0308.The horizontal coordinates were scaled from a topographic map and have
 LW0308.an estimated accuracy of +/- 6 seconds.
 LW0308
 LW0308.The orthometric height was determined by differential leveling
 LW0308.and adjusted by the National Geodetic Survey in June 1991..
 LW0308
 LW0308.The geoid height was determined by GEOID03.
 LW0308
 LW0308.The dynamic height is computed by dividing the NAVD 88
 LW0308.geopotential number by the normal gravity value computed on the
 LW0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0308.degrees latitude (g = 980.6199 gals.).
 LW0308
 LW0308.The modeled gravity was interpolated from observed gravity values.
 LW0308
 LW0308;                    North         East    Units  Estimated Accuracy
 LW0308;SPC RI       -    96,570.      109,720.      MT  (+/- 180 meters Scaled)
 LW0308
 LW0308                          SUPERSEDED SURVEY CONTROL
 LW0308
 LW0308  NGVD 29 (??/??/92)   35.199  (m)          115.48   (f) ADJ UNCH    2 0
 LW0308
 LW0308.Superseded values are not recommended for survey control.
 LW0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0308.See file dsdata.txt to determine how the superseded data were derived.
 LW0308
 LW0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG025472(NAD 83)
 LW0308_MARKER: DB = BENCH MARK DISK
 LW0308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW0308_SP_SET: HEADWALL
 LW0308_STAMPING: V 29 1969
 LW0308_MARK LOGO: CGS   
 LW0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0308+STABILITY: SURFACE MOTION
 LW0308
 LW0308  HISTORY     - Date     Condition        Report By
 LW0308  HISTORY     - 1969     MONUMENTED       CGS
 LW0308  HISTORY     - 1985     GOOD             RIGS
 LW0308
 LW0308                          STATION DESCRIPTION
 LW0308
 LW0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0308'5 MI NE FROM CUMBERLAND.
 LW0308'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 114 FROM THE TOWN HALL
 LW0308'AT CUMBERLAND, THENCE 1.0 MILE EAST ALONG INTERSTATE HIGHWAY 295,
 LW0308'ABOUT 0.1 MILE WEST OF THE RHODE ISLAND-MASSACHUSETTS STATE
 LW0308'LINE, SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD
 LW0308'WALL FOR A 60-FOOT CONCRETE BOX CULVERT OVER ABBOTT RUN AND UNDER
 LW0308'BOTH LANES OF THE HIGHWAY, 2 FEET WEST OF THE EAST END OF THE HEAD
 LW0308'WALL AND 15 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LW0308
 LW0308                          STATION RECOVERY (1985)
 LW0308
 LW0308'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0381 ***********************************************************************
 LW0381  DESIGNATION -  V 30
 LW0381  PID         -  LW0381
 LW0381  STATE/COUNTY-  RI/PROVIDENCE
 LW0381  USGS QUAD   -  PROVIDENCE (1975)
 LW0381
 LW0381                         *CURRENT SURVEY CONTROL
 LW0381  ___________________________________________________________________
 LW0381* NAD 83(1986)-  41 52 24.     (N)    071 25 53.     (W)     SCALED    
 LW0381* NAVD 88     -        55.039  (meters)     180.57   (feet)  ADJUSTED  
 LW0381  ___________________________________________________________________
 LW0381  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LW0381  DYNAMIC HT  -          55.023 (meters)     180.52  (feet)  COMP
 LW0381  MODELED GRAV-     980,321.1   (mgal)                       NAVD 88
 LW0381
 LW0381  VERT ORDER  -  SECOND    CLASS 0
 LW0381
 LW0381.The horizontal coordinates were scaled from a topographic map and have
 LW0381.an estimated accuracy of +/- 6 seconds.
 LW0381
 LW0381.The orthometric height was determined by differential leveling
 LW0381.and adjusted by the National Geodetic Survey in June 1991..
 LW0381
 LW0381.The geoid height was determined by GEOID03.
 LW0381
 LW0381.The dynamic height is computed by dividing the NAVD 88
 LW0381.geopotential number by the normal gravity value computed on the
 LW0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0381.degrees latitude (g = 980.6199 gals.).
 LW0381
 LW0381.The modeled gravity was interpolated from observed gravity values.
 LW0381
 LW0381;                    North         East    Units  Estimated Accuracy
 LW0381;SPC RI       -    87,740.      105,700.      MT  (+/- 180 meters Scaled)
 LW0381
 LW0381                          SUPERSEDED SURVEY CONTROL
 LW0381
 LW0381  NGVD 29 (??/??/92)   55.284  (m)          181.38   (f) ADJ UNCH    2 0
 LW0381
 LW0381.Superseded values are not recommended for survey control.
 LW0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0381.See file dsdata.txt to determine how the superseded data were derived.
 LW0381
 LW0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG982385(NAD 83)
 LW0381_MARKER: DB = BENCH MARK DISK
 LW0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0381_SP_SET: GUARD RAIL BASE
 LW0381_STAMPING: V 30 1969
 LW0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0381
 LW0381  HISTORY     - Date     Condition        Report By
 LW0381  HISTORY     - 1969     MONUMENTED       CGS
 LW0381
 LW0381                          STATION DESCRIPTION
 LW0381
 LW0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0381'2.8 MI N FROM PROVIDENCE.
 LW0381'ABOUT 2.85 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0381'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0381'AT PROVIDENCE, SET ON THE TOP OF THE NORTH END OF THE EAST
 LW0381'CONCRETE GUARD RAIL BASE TO THE STATE HIGHWAY 146 OVERPASS OVER
 LW0381'NORTH CHARLES STREET (LINCOLN FARMS BRIDGE), 25 FEET EAST OF
 LW0381'THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 2 FEET
 LW0381'SOUTH OF THE NORTH END OF THE GUARD RAIL AND 1 FOOT ABOVE THE
 LW0381'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0388 ***********************************************************************
 LW0388  DESIGNATION -  V 31
 LW0388  PID         -  LW0388
 LW0388  STATE/COUNTY-  RI/PROVIDENCE
 LW0388  USGS QUAD   -  PAWTUCKET (1975)
 LW0388
 LW0388                         *CURRENT SURVEY CONTROL
 LW0388  ___________________________________________________________________
 LW0388* NAD 83(1986)-  41 55 45.     (N)    071 27 41.     (W)     SCALED    
 LW0388* NAVD 88     -        66.265  (meters)     217.40   (feet)  ADJUSTED  
 LW0388  ___________________________________________________________________
 LW0388  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW0388  DYNAMIC HT  -          66.245 (meters)     217.34  (feet)  COMP
 LW0388  MODELED GRAV-     980,315.4   (mgal)                       NAVD 88
 LW0388
 LW0388  VERT ORDER  -  SECOND    CLASS 0
 LW0388
 LW0388.The horizontal coordinates were scaled from a topographic map and have
 LW0388.an estimated accuracy of +/- 6 seconds.
 LW0388
 LW0388.The orthometric height was determined by differential leveling
 LW0388.and adjusted by the National Geodetic Survey in June 1991..
 LW0388
 LW0388.The geoid height was determined by GEOID03.
 LW0388
 LW0388.The dynamic height is computed by dividing the NAVD 88
 LW0388.geopotential number by the normal gravity value computed on the
 LW0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0388.degrees latitude (g = 980.6199 gals.).
 LW0388
 LW0388.The modeled gravity was interpolated from observed gravity values.
 LW0388
 LW0388;                    North         East    Units  Estimated Accuracy
 LW0388;SPC RI       -    93,940.      103,200.      MT  (+/- 180 meters Scaled)
 LW0388
 LW0388                          SUPERSEDED SURVEY CONTROL
 LW0388
 LW0388  NGVD 29 (??/??/92)   66.505  (m)          218.19   (f) ADJ UNCH    2 0
 LW0388
 LW0388.Superseded values are not recommended for survey control.
 LW0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0388.See file dsdata.txt to determine how the superseded data were derived.
 LW0388
 LW0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG959448(NAD 83)
 LW0388_MARKER: DB = BENCH MARK DISK
 LW0388_SETTING: 66 = SET IN ROCK OUTCROP
 LW0388_SP_SET: ROCK LEDGE
 LW0388_STAMPING: V 31 1969
 LW0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0388+STABILITY: POSITION/ELEVATION WELL
 LW0388
 LW0388  HISTORY     - Date     Condition        Report By
 LW0388  HISTORY     - 1969     MONUMENTED       CGS
 LW0388
 LW0388                          STATION DESCRIPTION
 LW0388
 LW0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0388'7 MI N FROM PROVIDENCE.
 LW0388'ABOUT 7.0 MILES NORTH ALONG STATE HIGHWAY 146 AND CHARLES STREET
 LW0388'FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0388'AT PROVIDENCE, ABOUT 0.45 MILE SOUTH OF THE STATE HIGHWAY 146
 LW0388'OVERPASS OVER STATE HIGHWAY 116, ABOUT 0.3 MILE NORTH OF THE
 LW0388'SMITH ROAD OVERPASS OVER THE HIGHWAY, SET IN THE TOP OF A FLAT LEDGE
 LW0388'OF ROCK WHICH IS 20 FEET LONG- 2 FEET HIGH AND IS PART OF A ROCK
 LW0388'WHICH COVERS THE WHOLE HILLSIDE, 35 FEET EAST OF THE CENTER LINE
 LW0388'OF THE NORTHBOUND LANE OF THE HIGHWAY, 9 1/2 FEET NORTHEAST OF
 LW0388'POWER LINE POLE 173 AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1454 ***********************************************************************
 LW1454  DESIGNATION -  V 32
 LW1454  PID         -  LW1454
 LW1454  STATE/COUNTY-  RI/PROVIDENCE
 LW1454  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1454
 LW1454                         *CURRENT SURVEY CONTROL
 LW1454  ___________________________________________________________________
 LW1454* NAD 83(1986)-  41 49 47.     (N)    071 30 02.     (W)     SCALED    
 LW1454* NAVD 88     -        64.016  (meters)     210.03   (feet)  ADJUSTED  
 LW1454  ___________________________________________________________________
 LW1454  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW1454  DYNAMIC HT  -          63.995 (meters)     209.96  (feet)  COMP
 LW1454  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 LW1454
 LW1454  VERT ORDER  -  SECOND    CLASS 0
 LW1454
 LW1454.The horizontal coordinates were scaled from a topographic map and have
 LW1454.an estimated accuracy of +/- 6 seconds.
 LW1454
 LW1454.The orthometric height was determined by differential leveling
 LW1454.and adjusted by the National Geodetic Survey in June 1991..
 LW1454
 LW1454.The geoid height was determined by GEOID03.
 LW1454
 LW1454.The dynamic height is computed by dividing the NAVD 88
 LW1454.geopotential number by the normal gravity value computed on the
 LW1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1454.degrees latitude (g = 980.6199 gals.).
 LW1454
 LW1454.The modeled gravity was interpolated from observed gravity values.
 LW1454
 LW1454;                    North         East    Units  Estimated Accuracy
 LW1454;SPC RI       -    82,900.       99,950.      MT  (+/- 180 meters Scaled)
 LW1454
 LW1454                          SUPERSEDED SURVEY CONTROL
 LW1454
 LW1454  NGVD 29 (??/??/92)   64.265  (m)          210.84   (f) ADJ UNCH    2 0
 LW1454
 LW1454.Superseded values are not recommended for survey control.
 LW1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1454.See file dsdata.txt to determine how the superseded data were derived.
 LW1454
 LW1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG923338(NAD 83)
 LW1454_MARKER: DB = BENCH MARK DISK
 LW1454_SETTING: 80 = SET IN A BOULDER
 LW1454_SP_SET: BOULDER
 LW1454_STAMPING: V 32 1969
 LW1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1454+STABILITY: SURFACE MOTION
 LW1454
 LW1454  HISTORY     - Date     Condition        Report By
 LW1454  HISTORY     - 1969     MONUMENTED       CGS
 LW1454  HISTORY     - 20020406 GOOD             INDIV
 LW1454
 LW1454                          STATION DESCRIPTION
 LW1454
 LW1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1454'AT JOHNSTON.
 LW1454'AT JOHNSTON, ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 5 FROM THE
 LW1454'INTERSECTION OF U.S. HIGHWAY 6, AT THE NORTHEAST CORNER OF THE
 LW1454'JUNCTION OF CHERRY HILL AVENUE, AT THE SOUTH EDGE OF A SMALL
 LW1454'PARK, SET IN THE TOP OF AN IMBEDDED BOULDER WHICH IS ABOUT 8
 LW1454'FEET LONG-4 FEET WIDE AND PROJECTS 2 FEET ABOVE THE GROUND, 107
 LW1454'FEET EAST OF THE EAST CURB OF THE HIGHWAY, 18.3 FEET NORTH OF
 LW1454'THE NORTH CURB LINE OF THE AVENUE AND 2 FEET ABOVE THE LEVEL
 LW1454'OF THE HIGHWAY.
 LW1454
 LW1454                          STATION RECOVERY (2002)
 LW1454
 LW1454'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DJB)
 LW1454'BENCHMARK IS IN EXCELLENT CONDITION, LOCATED ON THE FRONT LAWN OF THE
 LW1454'JOHNSTON POLICE DEPT. HEADQUARTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0437 ***********************************************************************
 LW0437  DESIGNATION -  V 33
 LW0437  PID         -  LW0437
 LW0437  STATE/COUNTY-  RI/PROVIDENCE
 LW0437  USGS QUAD   -  PROVIDENCE (1975)
 LW0437
 LW0437                         *CURRENT SURVEY CONTROL
 LW0437  ___________________________________________________________________
 LW0437* NAD 83(1986)-  41 51 55.     (N)    071 29 56.     (W)     SCALED    
 LW0437* NAVD 88     -        50.161  (meters)     164.57   (feet)  ADJUSTED  
 LW0437  ___________________________________________________________________
 LW0437  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW0437  DYNAMIC HT  -          50.145 (meters)     164.52  (feet)  COMP
 LW0437  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 LW0437
 LW0437  VERT ORDER  -  SECOND    CLASS 0
 LW0437
 LW0437.The horizontal coordinates were scaled from a topographic map and have
 LW0437.an estimated accuracy of +/- 6 seconds.
 LW0437
 LW0437.The orthometric height was determined by differential leveling
 LW0437.and adjusted by the National Geodetic Survey in June 1991..
 LW0437
 LW0437.The geoid height was determined by GEOID03.
 LW0437
 LW0437.The dynamic height is computed by dividing the NAVD 88
 LW0437.geopotential number by the normal gravity value computed on the
 LW0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0437.degrees latitude (g = 980.6199 gals.).
 LW0437
 LW0437.The modeled gravity was interpolated from observed gravity values.
 LW0437
 LW0437;                    North         East    Units  Estimated Accuracy
 LW0437;SPC RI       -    86,850.      100,090.      MT  (+/- 180 meters Scaled)
 LW0437
 LW0437                          SUPERSEDED SURVEY CONTROL
 LW0437
 LW0437  NGVD 29 (??/??/92)   50.410  (m)          165.39   (f) ADJ UNCH    2 0
 LW0437
 LW0437.Superseded values are not recommended for survey control.
 LW0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0437.See file dsdata.txt to determine how the superseded data were derived.
 LW0437
 LW0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG926378(NAD 83)
 LW0437_MARKER: DB = BENCH MARK DISK
 LW0437_SETTING: 66 = SET IN ROCK OUTCROP
 LW0437_SP_SET: ROCK OUTCROP
 LW0437_STAMPING: V 33 1969
 LW0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0437+STABILITY: POSITION/ELEVATION WELL
 LW0437
 LW0437  HISTORY     - Date     Condition        Report By
 LW0437  HISTORY     - 1969     MONUMENTED       CGS
 LW0437
 LW0437                          STATION DESCRIPTION
 LW0437
 LW0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0437'3 MI E FROM GREENVILLE.
 LW0437'ABOUT 3.05 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LW0437'AT GREENVILLE, ABOUT 0.15 MILE NORTHWEST OF THE JUNCTION OF PINE
 LW0437'HILL AVENUE AT GRANITEVILLE, AT THE JUNCTION OF HEBDEEN STREET,
 LW0437'SET IN THE TOP OF AN OUTCROPPING ROCK WHICH IS 9 FEET LONG-4
 LW0437'FEET WIDE AND PROJECTS 1 FOOT ABOVE THE GROUND, 50 FEET SOUTHWEST
 LW0437'OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTHWEST OF THE
 LW0437'CENTER LINE OF THE STREET AND 1 FOOT ABOVE THE LEVEL OF THE
 LW0437'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1119 ***********************************************************************
 LW1119  DESIGNATION -  V 9
 LW1119  PID         -  LW1119
 LW1119  STATE/COUNTY-  RI/PROVIDENCE
 LW1119  USGS QUAD   -  CLAYVILLE (1975)
 LW1119
 LW1119                         *CURRENT SURVEY CONTROL
 LW1119  ___________________________________________________________________
 LW1119* NAD 83(1986)-  41 51 21.     (N)    071 43 47.     (W)     SCALED    
 LW1119* NAVD 88     -       171.712  (meters)     563.36   (feet)  ADJUSTED  
 LW1119  ___________________________________________________________________
 LW1119  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LW1119  DYNAMIC HT  -         171.651 (meters)     563.16  (feet)  COMP
 LW1119  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 LW1119
 LW1119  VERT ORDER  -  SECOND    CLASS 0
 LW1119
 LW1119.The horizontal coordinates were scaled from a topographic map and have
 LW1119.an estimated accuracy of +/- 6 seconds.
 LW1119
 LW1119.The orthometric height was determined by differential leveling
 LW1119.and adjusted by the National Geodetic Survey in June 1991..
 LW1119
 LW1119.The geoid height was determined by GEOID03.
 LW1119
 LW1119.The dynamic height is computed by dividing the NAVD 88
 LW1119.geopotential number by the normal gravity value computed on the
 LW1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1119.degrees latitude (g = 980.6199 gals.).
 LW1119
 LW1119.The modeled gravity was interpolated from observed gravity values.
 LW1119
 LW1119;                    North         East    Units  Estimated Accuracy
 LW1119;SPC RI       -    85,820.       80,930.      MT  (+/- 180 meters Scaled)
 LW1119
 LW1119                          SUPERSEDED SURVEY CONTROL
 LW1119
 LW1119  NGVD 29 (??/??/92)  171.953  (m)          564.15   (f) ADJ UNCH    2 0
 LW1119
 LW1119.Superseded values are not recommended for survey control.
 LW1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1119.See file dsdata.txt to determine how the superseded data were derived.
 LW1119
 LW1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG734373(NAD 83)
 LW1119_MARKER: DB = BENCH MARK DISK
 LW1119_SETTING: 80 = SET IN A BOULDER
 LW1119_SP_SET: BOULDER
 LW1119_STAMPING: V 9 1958
 LW1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1119+STABILITY: SURFACE MOTION
 LW1119
 LW1119  HISTORY     - Date     Condition        Report By
 LW1119  HISTORY     - 1958     MONUMENTED       CGS
 LW1119
 LW1119                          STATION DESCRIPTION
 LW1119
 LW1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1119'8.4 MI E FROM DAYVILLE.
 LW1119'8.45 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LW1119'AT DAYVILLE, ABOUT 0.15 MILES WEST OF THE BOTTOM OF THE
 LW1119'GRADE, ON THE EAT SLOPE OF A HILL, SET IN THE TOP OF A 4-FOOT BY
 LW1119'4-FOOT ROCK PROJECTING 1 1/2 FEET, 37 FEET SOUTH OF THE CENTER LINE OF
 LW1119'THE HIGHWAY, 69 FEET SOUTH-SOUTHEAST OF POWER POLE 50, 20 FEET
 LW1119'WEST OF THE EAST END OF A CUT, ABOUT 2 FEET BELOW THE LEVEL OF
 LW1119'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0963 ***********************************************************************
 LW0963  DESIGNATION -  VALLEY
 LW0963  PID         -  LW0963
 LW0963  STATE/COUNTY-  RI/WASHINGTON
 LW0963  USGS QUAD   -  CAROLINA (1970)
 LW0963
 LW0963                         *CURRENT SURVEY CONTROL
 LW0963  ___________________________________________________________________
 LW0963* NAD 83(1996)-  41 29 15.31441(N)    071 43 40.63810(W)     ADJUSTED  
 LW0963* NAVD 88     -        57.733  (meters)     189.41   (feet)  ADJUSTED  
 LW0963  ___________________________________________________________________
 LW0963  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 LW0963  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW0963  DYNAMIC HT  -          57.713 (meters)     189.35  (feet)  COMP
 LW0963  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 LW0963
 LW0963  HORZ ORDER  -  FIRST
 LW0963  VERT ORDER  -  SECOND    CLASS 0
 LW0963
 LW0963.The horizontal coordinates were established by classical geodetic methods
 LW0963.and adjusted by the National Geodetic Survey in August 1998..
 LW0963
 LW0963.The orthometric height was determined by differential leveling
 LW0963.and adjusted by the National Geodetic Survey in June 1991..
 LW0963
 LW0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0963
 LW0963.The geoid height was determined by GEOID03.
 LW0963
 LW0963.The dynamic height is computed by dividing the NAVD 88
 LW0963.geopotential number by the normal gravity value computed on the
 LW0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0963.degrees latitude (g = 980.6199 gals.).
 LW0963
 LW0963.The modeled gravity was interpolated from observed gravity values.
 LW0963
 LW0963;                    North         East     Units Scale Factor Converg.
 LW0963;SPC RI       -    44,921.026    80,963.107   MT  0.99999821   -0 09 03.6
 LW0963;SPC RI       -   147,378.40    265,626.46   sFT  0.99999821   -0 09 03.6
 LW0963;SPC CT       -   225,565.249   390,150.340   MT  0.99998346   +0 40 39.6
 LW0963;SPC CT       -   740,041.99  1,280,018.24   sFT  0.99998346   +0 40 39.6
 LW0963;UTM  19      - 4,596,479.132   272,263.168   MT  1.00023830   -1 48 28.5
 LW0963
 LW0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0963!SPC RI       -   0.99999571  x   0.99999821  =   0.99999392
 LW0963!SPC CT       -   0.99999571  x   0.99998346  =   0.99997917
 LW0963!UTM  19      -   0.99999571  x   1.00023830  =   1.00023401
 LW0963
 LW0963|---------------------------------------------------------------------|
 LW0963| PID    Reference Object                     Distance      Geod. Az  |
 LW0963|                                                           dddmmss.s |
 LW0963| LW0964 VALLEY RM 1                          22.778 METERS 03722     |
 LW0963| LW0961 VALLEY RM 3                          89.419 METERS 19350     |
 LW0963| LW0962 VALLEY RM 2                          24.555 METERS 19641     |
 LW0963| LW3094 CANO                                471.222 METERS 2442331.1 |
 LW0963| LW3254 CHAMPLIN 2                          APPROX. 4.3 KM 2702241.5 |
 LW0963| LW1880 HO 001                              408.903 METERS 3522352.9 |
 LW0963|---------------------------------------------------------------------|
 LW0963
 LW0963                          SUPERSEDED SURVEY CONTROL
 LW0963
 LW0963  NAD 83(1992)-  41 29 15.31314(N)    071 43 40.63728(W) AD(       ) 1
 LW0963  NAD 83(1986)-  41 29 15.31207(N)    071 43 40.63750(W) AD(       ) 1
 LW0963  NAD 27      -  41 29 14.95369(N)    071 43 42.39574(W) AD(       ) 1
 LW0963  NGVD 29 (??/??/92)   58.009  (m)          190.32   (f) ADJ UNCH    2 0
 LW0963
 LW0963.Superseded values are not recommended for survey control.
 LW0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0963.See file dsdata.txt to determine how the superseded data were derived.
 LW0963
 LW0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7226396479(NAD 83)
 LW0963_MARKER: DS = TRIANGULATION STATION DISK
 LW0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0963_SP_SET: CONCRETE POST
 LW0963_STAMPING: VALLEY 1969
 LW0963_MARK LOGO: CGS   
 LW0963_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0963+STABILITY: SURFACE MOTION
 LW0963
 LW0963  HISTORY     - Date     Condition        Report By
 LW0963  HISTORY     - 1969     MONUMENTED       CGS
 LW0963  HISTORY     - 1969     GOOD             CGS
 LW0963  HISTORY     - 1984     GOOD             USPSQD
 LW0963  HISTORY     - 1984     GOOD             RIGS
 LW0963  HISTORY     - 1984     GOOD             RIGS
 LW0963  HISTORY     - 1988     GOOD             USPSQD
 LW0963  HISTORY     - 1989     GOOD             USPSQD
 LW0963  HISTORY     - 1989     GOOD             USPSQD
 LW0963  HISTORY     - 1990     GOOD             USPSQD
 LW0963
 LW0963                          STATION DESCRIPTION
 LW0963
 LW0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW0963'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF HOPKINTON, 2
 LW0963'MILES SOUTHWEST OF HOPE VALLEY, 2 MILES NORTH OF WOODVILLE, ON THE
 LW0963'SOUTHEAST SIDE OF INTERSTATE HIGHWAY 95 AND ON HIGHWAY
 LW0963'RIGHT-OF-WAY.
 LW0963'
 LW0963'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 LW0963'AND STATE HIGHWAY 138, (ABOUT 1/2 MILE SOUTHWEST OF HOPE VALLEY)
 LW0963'GO SOUTH AND SOUTHWEST ON I-95 FOR 2.6 MILES TO A CROSSROAD.  TURN
 LW0963'LEFT AND GO SOUTHERLY ON ROCKVILLE ALTON ROAD FOR 0.05 MILE TO THE
 LW0963'LEFT ATOP A SMALL CUT BANK.
 LW0963'
 LW0963'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 LW0963'
 LW0963'STATION MARK, STAMPED VALLEY 1969 PROJECTS 3 INCHES.  IT IS
 LW0963'75 FEET EAST OF POWER POLE NUMBER 2089, 55 FEET EAST OF THE
 LW0963'CENTER OF ROCKVILLE ALTON ROAD, 29 FEET SOUTH-SOUTHEAST OF A
 LW0963'HIGHWAY RIGHT-OF-WAY MARKER, 20.5 FEET NORTHWEST OF A 16-INCH
 LW0963'TREE AND 8.8 FEET WEST OF A METAL WITNESS POST.
 LW0963'
 LW0963'RM 1, STAMPED VALLEY NO 1 1969 PROJECTS 6 INCHES.  IT IS 16
 LW0963'FEET WEST OF A 6-INCH OAK TREE, 12.5 FEET NORTH OF A 10-INCH PINE
 LW0963'TREE, 3 FEET SOUTH OF A WIRE FENCE AND 2.3 FEET SOUTH-SOUTHWEST
 LW0963'OF A METAL WITNESS POST.
 LW0963'
 LW0963'RM 2, STAMPED VALLEY NO 2 1969 PROJECTS 2 INCHES.  IT IS 31
 LW0963'FEET WEST OF A 12-INCH PINE TREE, 29 FEET EAST OF THE CENTER OF
 LW0963'ROCKVILLE ALTON ROAD, 22.5 FEET NORTHWEST OF AN 18-INCH TREE
 LW0963'AND 2 FEET EAST OF A METAL WITNESS POST.
 LW0963'
 LW0963'RM 3, STAMPED VALLEY NO 3 1969 PROJECTS 4 INCHES.  IT IS 23
 LW0963'FEET SOUTHEAST OF A 20-INCH TREE, 15 FEET WEST OF THE CENTER
 LW0963'OF ROCKVILLE ALTON ROAD, 2.9 FEET SOUTHEAST OF A METAL WITNESS
 LW0963'POST AND 2.2 FEET NORTH OF POWER POLE NUMBER 2090S.
 LW0963'
 LW0963'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW0963
 LW0963                          STATION RECOVERY (1969)
 LW0963
 LW0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LW0963'6.1 MI NE FROM ASHAWAY.
 LW0963'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0963'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, THENCE 4.2 MILES
 LW0963'NORTHEAST ALONG INTERSTATE HIGHWAY 95, NEAR THE FORMER CROSSING
 LW0963'OF THE ROCKVILLE ALTON ROAD, 159 FEET EAST OF THE CENTER LINE OF
 LW0963'THE NORTHBOUND LANE OF THE HIGHWAY, 56 FEET EAST OF THE CENTER
 LW0963'LINE OF THE ROAD, 21 1/2 FEET NORTHWEST OF A 24-INCH OAK TREE,
 LW0963'8.8 FEET WEST OF A METAL WITNESS POST, 4 FEET ABOVE THE LEVEL
 LW0963'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LW0963'5 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0963
 LW0963                          STATION RECOVERY (1984)
 LW0963
 LW0963'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW0963'STATION AND RM 1, RM 2 RM 3 WERE RECOVERED IN GOOD CONDITION.
 LW0963
 LW0963                          STATION RECOVERY (1984)
 LW0963
 LW0963'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW0963'THE STATION WAS RECOVERED AT THIS DATE.
 LW0963'THE STATION MARK, REFERENCE MARKS 1,2,AND 3 WERE RECOVERED IN GOOD
 LW0963'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 LW0963'
 LW0963'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) NORTHEAST OF
 LW0963'HOPKINTON,
 LW0963'3.2 KM (2.0 MI) NORTH OF WOODVILLE, 2.9 KM (1.8 MI) SOUTHWEST OF
 LW0963'HOPE VALLEY AND ON THE SOUTHEAST SIDE OF INTERSTATE HIGHWAY 95.
 LW0963'
 LW0963'TO REACH THE STATION FROM THE JUNCTION OF I-95 AND STATE HIGHWAY 3
 LW0963'(EXIT 1),
 LW0963'ABOUT 1.1 KM (0.7 MI) EAST OF THE RHODE ISLAND-CONNECTICUT STATE
 LW0963'LINE,
 LW0963'GO NORTHERLY ON I-95 6.1 KM (3.8 MI) TO
 LW0963'THE ALTON-ROCKVILLE ROAD OVERPASS (EXIT 2).  CONTINUE NORTHERLY .5
 LW0963'KM (.4 MI) TO POWER LINES CROSSING THE HIGHWAY, AND THE STATION ON
 LW0963'THE RIGHT.
 LW0963'
 LW0963'THE STATION IS A STANDARD NGS DISK
 LW0963'STAMPED---VALLEY 1969---,
 LW0963'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW0963'30 CM IN DIAMETER PROJECTING 4 CM ABOVE GROUND.  LOCATED
 LW0963'16.8 METERS (55.0 FT) EAST FROM THE CENTERLINE OF ALTON-ROCKVILLE
 LW0963'ROAD CUL-DE-SAC,
 LW0963'11.2 METERS (36.8 FT) EAST FROM A POWER POLE NUMBER 2089-1/2,
 LW0963'8.8 METERS (29.0 FT) SOUTH-SOUTHEAST FROM A RHODE ISLAND HIGHWAY
 LW0963'CONCRETE BOUND,
 LW0963'6.5 METERS (21.4 FT) NORTH FROM AN 18 INCH OAK TREE,
 LW0963'2.7 METERS (8.8 FT) WEST FROM A METAL WITNESS POST.
 LW0963'
 LW0963'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LW0963'STAMPED---VALLEY NO 2 1969---,
 LW0963'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW0963'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 LW0963'9.4 METERS (31.0 FT) WEST FROM A 14 INCH PINE TREE,
 LW0963'8.8 METERS (29.0 FT) EAST FROM THE CENTER OF ALTON-ROCKVILLE ROAD
 LW0963'CUL-DE-SAC,
 LW0963'7.0 METERS (23.0 FT) NORTHWEST FROM A 19 INCH OAK TREE,
 LW0963'0.6 METERS (2.0 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 LW0963'MARK IS LEVEL WITH THE STATION.
 LW0963'
 LW0963'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LW0963'STAMPED---VALLEY NO 1 1969---,
 LW0963'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW0963'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND.  LOCATED
 LW0963'5.9 METERS (19.3 FT) NORTH-NORTHEAST FROM A 9 INCH PINE TREE,
 LW0963'4.6 METERS (15.0 FT) EAST FROM A 2 FOOT BY 3 FOOT BOULDER,
 LW0963'1.7 METERS (5.5 FT) SOUTH FROM A WIRE FENCE,
 LW0963'0.7 METERS (2.3 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 LW0963'MARK IS 1.5 METERS BELOW THE STATION.
 LW0963'
 LW0963'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 LW0963'STAMPED---VALLEY NO 3 1969---,
 LW0963'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW0963'30 CM IN DIAMETER PROJECTING 6 CM ABOVE GROUND.  LOCATED
 LW0963'6.7 METERS (22.0 FT) WEST FROM THE CENTERLINE STATION 3 PLUS 14 OF
 LW0963'ALTON-ROCKVILLE ROAD,
 LW0963'4.7 METERS (15.5 FT) SOUTHEAST FROM A 17 INCH OAK TREE,
 LW0963'0.9 METERS (2.8 FT) SOUTHEAST FROM A METAL WITNESS POST,
 LW0963'0.8 METERS (2.5 FT) NORTH-NORTHEAST FROM THE POWER POLE NUMBER 2090S.
 LW0963'MARK IS LEVEL WITH THE STATION.
 LW0963
 LW0963                          STATION RECOVERY (1984)
 LW0963
 LW0963'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW0963'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  TO REACH THE
 LW0963'STATION FROM THE JUNCTION OF I-95 AND STATE HIGHWAY 3 (EXIT 1), ABOUT
 LW0963'1.1 KM (0.7 MI) EAST OF THE RHODE ISLAND-CONNECTICUT STATE LINE, GO
 LW0963'NORTHERLY ON I-95 6.1 KM (3.8 MI) TO THE ALTON-ROCKVILLE ROAD
 LW0963'OVERPASS (EXIT 2).  CONTINUE NORTHERLY .5 KM (.4 MI) TO POWER LINES
 LW0963'CROSSING THE HIGHWAY, AND THE STATION ON THE RIGHT.  THE STATION IS A
 LW0963'STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 LW0963'IN DIAMETER PROJECTING 4 CM ABOVE GROUND.  LOCATED 16.8 METERS (55.0
 LW0963'FT) EAST FROM THE CENTERLINE OF ALTON-ROCKVILLE ROAD CUL-DE-SAC, 11.2
 LW0963'METERS (36.8 FT) EAST FROM A POWER POLE NUMBER 2089 1/2, 8.8 METERS
 LW0963'(29.0 FT) SOUTH-SOUTHEAST FROM A RHODE ISLAND HIGHWAY CONCRETE BOUND,
 LW0963'6.5 METERS (21.4 FT) NORTH FROM AN 18 INCH OAK TREE, 2.7 METERS (8.8
 LW0963'FT) WEST FROM A METAL WITNESS POST.
 LW0963
 LW0963                          STATION RECOVERY (1988)
 LW0963
 LW0963'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0963'RECOVERED IN GOOD CONDITION.
 LW0963
 LW0963                          STATION RECOVERY (1989)
 LW0963
 LW0963'RECOVERY NOTE BY US POWER SQUADRON 1989 (AW)
 LW0963'RECOVERED IN GOOD CONDITION.
 LW0963
 LW0963                          STATION RECOVERY (1989)
 LW0963
 LW0963'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0963'RECOVERED IN GOOD CONDITION.
 LW0963
 LW0963                          STATION RECOVERY (1990)
 LW0963
 LW0963'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2733 ***********************************************************************
 LW2733  DESIGNATION -  VALLEY FALLS CADILLAC TEX TANK
 LW2733  PID         -  LW2733
 LW2733  STATE/COUNTY-  RI/PROVIDENCE
 LW2733  USGS QUAD   -  PAWTUCKET (1975)
 LW2733
 LW2733                         *CURRENT SURVEY CONTROL
 LW2733  ___________________________________________________________________
 LW2733* NAD 83(1996)-  41 53 55.78886(N)    071 23 38.67402(W)     ADJUSTED  
 LW2733* NAVD 88     -                                                        
 LW2733  ___________________________________________________________________
 LW2733  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 LW2733  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LW2733
 LW2733  HORZ ORDER  -  THIRD
 LW2733
 LW2733.The horizontal coordinates were established by classical geodetic methods
 LW2733.and adjusted by the National Geodetic Survey in August 1998..
 LW2733
 LW2733
 LW2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2733
 LW2733.The geoid height was determined by GEOID03.
 LW2733
 LW2733;                    North         East     Units Scale Factor Converg.
 LW2733;SPC RI       -    90,576.731   108,789.707   MT  0.99999470   +0 04 14.7
 LW2733;SPC RI       -   297,167.16    356,920.90   sFT  0.99999470   +0 04 14.7
 LW2733;SPC MA M     -   849,837.872   208,789.569   MT  0.99997835   +0 04 16.1
 LW2733;SPC MA M     - 2,788,176.42    685,003.78   sFT  0.99997835   +0 04 16.1
 LW2733;UTM  19      - 4,641,315.212   301,408.213   MT  1.00008532   -1 35 57.6
 LW2733
 LW2733                          SUPERSEDED SURVEY CONTROL
 LW2733
 LW2733  NAD 83(1996)-  41 53 55.78882(N)    071 23 38.67403(W) AD(       ) 4
 LW2733  NAD 83(1992)-  41 53 55.78734(N)    071 23 38.67312(W) AD(       ) 4
 LW2733  NAD 83(1992)-  41 53 55.78731(N)    071 23 38.67315(W) AD(       ) 4
 LW2733  NAD 83(1986)-  41 53 55.78591(N)    071 23 38.67208(W) AD(       ) 4
 LW2733  NAD 27      -  41 53 55.42829(N)    071 23 40.46683(W) AD(       ) 3
 LW2733
 LW2733.Superseded values are not recommended for survey control.
 LW2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2733.See file dsdata.txt to determine how the superseded data were derived.
 LW2733
 LW2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0140841315(NAD 83)
 LW2733
 LW2733  HISTORY     - Date     Condition        Report By
 LW2733  HISTORY     - 1968     MONUMENTED       CGS
 LW2733
 LW2733                          STATION DESCRIPTION
 LW2733
 LW2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2733'THE STATION, VALLEY FALLS CADILLAC TEXTILES INCORPORATED WATER
 LW2733'TANK, IS THE TOP CENTER OF THE SILVER CYLINDRICAL TANK WHICH IS
 LW2733'SUPPORTED BY 4 STEEL LEGS AND HAS THE WORDS CADILLAC TEXTILES
 LW2733'INCORPORATED PAINTED ON THE SIDE OF THE TANK.  THE TANK IS ABOUT
 LW2733'90 FEET IN HEIGHT.
 LW2733'
 LW2733'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET
 LW2733'(ST. HWY. 114) AND MEETING STREET IN VALLEY FALLS, GO WEST ON
 LW2733'MEETING STREET FOR 0.1 MILE TO THE STATION BEHIND THE CADILLAC
 LW2733'TEXTILES PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2749 ***********************************************************************
 LW2749  DESIGNATION -  VALLEY FALLS RAD WXTR N MAST
 LW2749  PID         -  LW2749
 LW2749  STATE/COUNTY-  RI/PROVIDENCE
 LW2749  USGS QUAD   -  PAWTUCKET (1975)
 LW2749
 LW2749                         *CURRENT SURVEY CONTROL
 LW2749  ___________________________________________________________________
 LW2749* NAD 83(1996)-  41 54 19.89781(N)    071 23 56.15055(W)     ADJUSTED  
 LW2749* NAVD 88     -                                                        
 LW2749  ___________________________________________________________________
 LW2749  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 LW2749  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LW2749
 LW2749  HORZ ORDER  -  THIRD
 LW2749
 LW2749.The horizontal coordinates were established by classical geodetic methods
 LW2749.and adjusted by the National Geodetic Survey in August 1998..
 LW2749
 LW2749
 LW2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2749
 LW2749.The geoid height was determined by GEOID03.
 LW2749
 LW2749;                    North         East     Units Scale Factor Converg.
 LW2749;SPC RI       -    91,320.077   108,385.990   MT  0.99999461   +0 04 03.0
 LW2749;SPC RI       -   299,605.95    355,596.37   sFT  0.99999461   +0 04 03.0
 LW2749;SPC MA M     -   850,581.203   208,385.854   MT  0.99997774   +0 04 04.4
 LW2749;SPC MA M     - 2,790,615.16    683,679.26   sFT  0.99997774   +0 04 04.4
 LW2749;UTM  19      - 4,642,070.079   301,026.298   MT  1.00008719   -1 36 10.0
 LW2749
 LW2749                          SUPERSEDED SURVEY CONTROL
 LW2749
 LW2749  NAD 83(1996)-  41 54 19.89777(N)    071 23 56.15057(W) AD(       ) 4
 LW2749  NAD 83(1992)-  41 54 19.89631(N)    071 23 56.14965(W) AD(       ) 4
 LW2749  NAD 83(1992)-  41 54 19.89627(N)    071 23 56.14967(W) AD(       ) 4
 LW2749  NAD 83(1986)-  41 54 19.89498(N)    071 23 56.14870(W) AD(       ) 4
 LW2749  NAD 27      -  41 54 19.53720(N)    071 23 57.94203(W) AD(       ) 3
 LW2749
 LW2749.Superseded values are not recommended for survey control.
 LW2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2749.See file dsdata.txt to determine how the superseded data were derived.
 LW2749
 LW2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0102642070(NAD 83)
 LW2749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2749+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW2749
 LW2749  HISTORY     - Date     Condition        Report By
 LW2749  HISTORY     - 1968     MONUMENTED       CGS
 LW2749  HISTORY     - 20040816 GOOD             GEOCAC
 LW2749
 LW2749                          STATION DESCRIPTION
 LW2749
 LW2749'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2749'THE STATION, VALLEY FALLS WXTR RADIO MAST, IS THE TOP CENTER OF
 LW2749'THE NORTH 1 OF 2 STEEL TRIANGULAR SHAPED STRUCTURED WHICH IS
 LW2749'PAINTED IN ALTERNATING SECTIONS OF RED AND WHITE.  THE MAST IS
 LW2749'ABOUT 300 FEET IN HEIGHT.  IT IS OWNED BY THE ROGER WILLIAMS
 LW2749'BROADCASTING COMPANY.  TO REACH FROM THE JUNCTION OF STATE
 LW2749'HIGHWAYS 114 AND 123 (IN THE CENTER OF VALLEY FALLS) GO WEST ON
 LW2749'STATE HIGHWAY 123 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 LW2749
 LW2749                          STATION RECOVERY (2004)
 LW2749
 LW2749'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5725 ***********************************************************************
 LW5725  DESIGNATION -  VALLEY FALLS ST PATRICK CH NEW
 LW5725  PID         -  LW5725
 LW5725  STATE/COUNTY-  RI/PROVIDENCE
 LW5725  USGS QUAD   -  PAWTUCKET (1975)
 LW5725
 LW5725                         *CURRENT SURVEY CONTROL
 LW5725  ___________________________________________________________________
 LW5725* NAD 83(1996)-  41 54 25.50706(N)    071 23 34.76471(W)     ADJUSTED  
 LW5725* NAVD 88     -                                                        
 LW5725  ___________________________________________________________________
 LW5725  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 LW5725  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LW5725
 LW5725  HORZ ORDER  -  THIRD
 LW5725
 LW5725.The horizontal coordinates were established by classical geodetic methods
 LW5725.and adjusted by the National Geodetic Survey in August 1998..
 LW5725
 LW5725
 LW5725.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5725
 LW5725.The geoid height was determined by GEOID03.
 LW5725
 LW5725;                    North         East     Units Scale Factor Converg.
 LW5725;SPC RI       -    91,493.737   108,878.675   MT  0.99999472   +0 04 17.3
 LW5725;SPC RI       -   300,175.70    357,212.79   sFT  0.99999472   +0 04 17.3
 LW5725;SPC MA M     -   850,754.864   208,878.528   MT  0.99997760   +0 04 18.8
 LW5725;SPC MA M     - 2,791,184.92    685,295.64   sFT  0.99997760   +0 04 18.8
 LW5725;UTM  19      - 4,642,229.319   301,523.880   MT  1.00008476   -1 35 55.9
 LW5725
 LW5725                          SUPERSEDED SURVEY CONTROL
 LW5725
 LW5725  NAD 83(1996)-  41 54 25.50704(N)    071 23 34.76476(W) AD(       ) 4
 LW5725  NAD 83(1992)-  41 54 25.50553(N)    071 23 34.76380(W) AD(       ) 4
 LW5725  NAD 83(1992)-  41 54 25.50553(N)    071 23 34.76385(W) AD(       ) 4
 LW5725  NAD 83(1986)-  41 54 25.50407(N)    071 23 34.76241(W) AD(       ) 4
 LW5725
 LW5725.Superseded values are not recommended for survey control.
 LW5725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5725.See file dsdata.txt to determine how the superseded data were derived.
 LW5725
 LW5725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0152442229(NAD 83)
 LW5725_MARKER: 90 = CHURCH SPIRE
 LW5725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5725+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW5725
 LW5725  HISTORY     - Date     Condition        Report By
 LW5725  HISTORY     - UNK      FIRST OBSERVED
 LW5725  HISTORY     - 1986     GOOD             RIGS
 LW5725  HISTORY     - 20040816 GOOD             GEOCAC
 LW5725
 LW5725                          STATION DESCRIPTION
 LW5725
 LW5725'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986 (TNT)
 LW5725'THE STATION WAS RECOVERED AT THIS DATE.
 LW5725'THE STATION IS THE TOP CENTER OF THE CHURCH SPIRE AND IS ABOUT 100
 LW5725'FEET IN HEIGHT.
 LW5725'
 LW5725'THE STATION, VALLEY FALLS ST PATRICK CHURCH SPIRE,
 LW5725'IS LOCATED ABOUT 2.25 KM (1.4 MI) NORTH OF CENTRAL FALLS.
 LW5725'OWNERSHIP--VALLEY FALLS ST PATRICK CHURCH.
 LW5725'
 LW5725'TO REACH THE STATION FROM THE TOWN HALL LOCATED IN CENTRAL FALLS, GO
 LW5725'NORTH FOR 2.25 KM (1.4 MI) ON BROAD STREET ( STATE HIGHWAY 114),
 LW5725'TO THE JUNCTION OF BROAD STREET AND CHURCH STREET, THE STATION IS
 LW5725'LOCATED NEAR THE SOUTHEAST CORNER OF THE JUNCTION.
 LW5725'
 LW5725'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5725
 LW5725                          STATION RECOVERY (2004)
 LW5725
 LW5725'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW5725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2732 ***********************************************************************
 LW2732  DESIGNATION -  VALLEY FALLS TOWN HALL CUPOLA
 LW2732  PID         -  LW2732
 LW2732  STATE/COUNTY-  RI/PROVIDENCE
 LW2732  USGS QUAD   -  PAWTUCKET (1975)
 LW2732
 LW2732                         *CURRENT SURVEY CONTROL
 LW2732  ___________________________________________________________________
 LW2732* NAD 83(1996)-  41 54 01.73508(N)    071 23 26.08034(W)     ADJUSTED  
 LW2732* NAVD 88     -                                                        
 LW2732  ___________________________________________________________________
 LW2732  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 LW2732  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LW2732
 LW2732  HORZ ORDER  -  THIRD
 LW2732
 LW2732.The horizontal coordinates were established by classical geodetic methods
 LW2732.and adjusted by the National Geodetic Survey in August 1998..
 LW2732
 LW2732
 LW2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2732
 LW2732.The geoid height was determined by GEOID03.
 LW2732
 LW2732;                    North         East     Units Scale Factor Converg.
 LW2732;SPC RI       -    90,760.553   109,079.762   MT  0.99999476   +0 04 23.1
 LW2732;SPC RI       -   297,770.25    357,872.52   sFT  0.99999476   +0 04 23.1
 LW2732;SPC MA M     -   850,021.693   209,079.618   MT  0.99997820   +0 04 24.6
 LW2732;SPC MA M     - 2,788,779.50    685,955.38   sFT  0.99997820   +0 04 24.6
 LW2732;UTM  19      - 4,641,490.519   301,703.529   MT  1.00008388   -1 35 49.3
 LW2732
 LW2732                          SUPERSEDED SURVEY CONTROL
 LW2732
 LW2732  NAD 83(1996)-  41 54 01.73505(N)    071 23 26.08037(W) AD(       ) 4
 LW2732  NAD 83(1992)-  41 54 01.73357(N)    071 23 26.07945(W) AD(       ) 4
 LW2732  NAD 83(1992)-  41 54 01.73354(N)    071 23 26.07948(W) AD(       ) 4
 LW2732  NAD 83(1986)-  41 54 01.73207(N)    071 23 26.07879(W) AD(       ) 4
 LW2732  NAD 27      -  41 54 01.37455(N)    071 23 27.87363(W) AD(       ) 3
 LW2732
 LW2732.Superseded values are not recommended for survey control.
 LW2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2732.See file dsdata.txt to determine how the superseded data were derived.
 LW2732
 LW2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0170441491(NAD 83)
 LW2732_MARKER: 86 = CUPOLA
 LW2732_SETTING: 0 = UNSPECIFIED SETTING
 LW2732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2732+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 LW2732
 LW2732  HISTORY     - Date     Condition        Report By
 LW2732  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2732  HISTORY     - 1986     GOOD             RIGS
 LW2732  HISTORY     - 20040816 GOOD             GEOCAC
 LW2732
 LW2732                          STATION DESCRIPTION
 LW2732
 LW2732'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2732'THE STATION, VALLEY FALLS TOWN HALL CUPOLA, IS THE TOP CENTER
 LW2732'OF CUPOLA WHICH IS ABOUT 80 FEET IN HEIGHT.
 LW2732'
 LW2732'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF BROAD STREET
 LW2732'(ST. HWY. 114) AND MILL STREET IN VALLEY FALLS.
 LW2732
 LW2732                          STATION RECOVERY (1986)
 LW2732
 LW2732'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2732'THE STATION WAS RECOVERED AT THIS DATE.
 LW2732'
 LW2732'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2732
 LW2732                          STATION RECOVERY (2004)
 LW2732
 LW2732'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LW2732'RECOVERED AS DESCRIBED, EXCEPT THAT THE SIGN AT THE CORNER SAID
 LW2732'CUMBERLAND TOWN HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0964 ***********************************************************************
 LW0964  DESIGNATION -  VALLEY RM 1
 LW0964  PID         -  LW0964
 LW0964  STATE/COUNTY-  RI/WASHINGTON
 LW0964  USGS QUAD   -  CAROLINA (1970)
 LW0964
 LW0964                         *CURRENT SURVEY CONTROL
 LW0964  ___________________________________________________________________
 LW0964* NAD 83(1986)-  41 29 14.     (N)    071 43 40.     (W)     SCALED    
 LW0964* NAVD 88     -        56.386  (meters)     184.99   (feet)  ADJUSTED  
 LW0964  ___________________________________________________________________
 LW0964  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW0964  DYNAMIC HT  -          56.366 (meters)     184.93  (feet)  COMP
 LW0964  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 LW0964
 LW0964  VERT ORDER  -  SECOND    CLASS 0
 LW0964
 LW0964.The horizontal coordinates were scaled from a topographic map and have
 LW0964.an estimated accuracy of +/- 6 seconds.
 LW0964
 LW0964.The orthometric height was determined by differential leveling
 LW0964.and adjusted by the National Geodetic Survey in June 1991..
 LW0964
 LW0964.The geoid height was determined by GEOID03.
 LW0964
 LW0964.The dynamic height is computed by dividing the NAVD 88
 LW0964.geopotential number by the normal gravity value computed on the
 LW0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0964.degrees latitude (g = 980.6199 gals.).
 LW0964
 LW0964.The modeled gravity was interpolated from observed gravity values.
 LW0964
 LW0964;                    North         East    Units  Estimated Accuracy
 LW0964;SPC RI       -    44,880.       80,980.      MT  (+/- 180 meters Scaled)
 LW0964
 LW0964                          SUPERSEDED SURVEY CONTROL
 LW0964
 LW0964  NGVD 29 (??/??/92)   56.662  (m)          185.90   (f) ADJ UNCH    2 0
 LW0964
 LW0964.Superseded values are not recommended for survey control.
 LW0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0964.See file dsdata.txt to determine how the superseded data were derived.
 LW0964
 LW0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF722964(NAD 83)
 LW0964_MARKER: DB = BENCH MARK DISK
 LW0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0964_STAMPING: VALLEY NO 1 1969
 LW0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0964+STABILITY: SURFACE MOTION
 LW0964
 LW0964  HISTORY     - Date     Condition        Report By
 LW0964  HISTORY     - 1969     MONUMENTED       CGS
 LW0964  HISTORY     - 1988     GOOD             USPSQD
 LW0964  HISTORY     - 1989     GOOD             USPSQD
 LW0964
 LW0964                          STATION DESCRIPTION
 LW0964
 LW0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0964'6.1 MI NE FROM ASHAWAY.
 LW0964'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0964'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, THENCE 4.2 MILES
 LW0964'NORTHEAST ALONG INTERSTATE HIGHWAY 95, 133 1/2 FEET SOUTHEAST
 LW0964'OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 74.8
 LW0964'FEET NORTHEAST OF THE STATION MARK DESCRIBED, 11 1/2 FEET
 LW0964'SOUTHWEST OF A BRACE POST IN THE RIGHT-OF-WAY FENCE LINE, 5 1/2
 LW0964'FEET SOUTHEAST OF THE RIGHT OF WAY FENCE LINE, 2.4 FEET SOUTH OF
 LW0964'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 LW0964'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF
 LW0964'THE GROUND.
 LW0964
 LW0964                          STATION RECOVERY (1988)
 LW0964
 LW0964'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0964'RECOVERED IN GOOD CONDITION.
 LW0964
 LW0964                          STATION RECOVERY (1989)
 LW0964
 LW0964'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0962 ***********************************************************************
 LW0962  DESIGNATION -  VALLEY RM 2
 LW0962  PID         -  LW0962
 LW0962  STATE/COUNTY-  RI/WASHINGTON
 LW0962  USGS QUAD   -  CAROLINA (1970)
 LW0962
 LW0962                         *CURRENT SURVEY CONTROL
 LW0962  ___________________________________________________________________
 LW0962* NAD 83(1986)-  41 29 14.     (N)    071 43 40.     (W)     SCALED    
 LW0962* NAVD 88     -        57.537  (meters)     188.77   (feet)  ADJUSTED  
 LW0962  ___________________________________________________________________
 LW0962  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW0962  DYNAMIC HT  -          57.517 (meters)     188.70  (feet)  COMP
 LW0962  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 LW0962
 LW0962  VERT ORDER  -  SECOND    CLASS 0
 LW0962
 LW0962.The horizontal coordinates were scaled from a topographic map and have
 LW0962.an estimated accuracy of +/- 6 seconds.
 LW0962
 LW0962.The orthometric height was determined by differential leveling
 LW0962.and adjusted by the National Geodetic Survey in June 1991..
 LW0962
 LW0962.The geoid height was determined by GEOID03.
 LW0962
 LW0962.The dynamic height is computed by dividing the NAVD 88
 LW0962.geopotential number by the normal gravity value computed on the
 LW0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0962.degrees latitude (g = 980.6199 gals.).
 LW0962
 LW0962.The modeled gravity was interpolated from observed gravity values.
 LW0962
 LW0962;                    North         East    Units  Estimated Accuracy
 LW0962;SPC RI       -    44,880.       80,980.      MT  (+/- 180 meters Scaled)
 LW0962
 LW0962                          SUPERSEDED SURVEY CONTROL
 LW0962
 LW0962  NGVD 29 (??/??/92)   57.812  (m)          189.67   (f) ADJ UNCH    2 0
 LW0962
 LW0962.Superseded values are not recommended for survey control.
 LW0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0962.See file dsdata.txt to determine how the superseded data were derived.
 LW0962
 LW0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF722964(NAD 83)
 LW0962_MARKER: DR = REFERENCE MARK DISK
 LW0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0962_SP_SET: CONCRETE POST
 LW0962_STAMPING: VALLEY NO 2 1969
 LW0962_MARK LOGO: CGS   
 LW0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0962+STABILITY: SURFACE MOTION
 LW0962
 LW0962  HISTORY     - Date     Condition        Report By
 LW0962  HISTORY     - 1969     MONUMENTED       CGS
 LW0962  HISTORY     - 1984     GOOD             RIGS
 LW0962  HISTORY     - 1988     GOOD             USPSQD
 LW0962  HISTORY     - 1989     GOOD             USPSQD
 LW0962
 LW0962                          STATION DESCRIPTION
 LW0962
 LW0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0962'6.1 MI NE FROM ASHAWAY.
 LW0962'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0962'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, THENCE 4.2 MILES
 LW0962'NORTHEAST ALONG INTERSTATE HIGHWAY 95, NEAR THE FORMER CROSSING OF
 LW0962'THE ROCKVILLE ALTON ROAD, 80.6 FEET SOUTHWEST OF THE STATION
 LW0962'MARK DESCRIBED, 30 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LW0962'31 FEET SOUTHWEST OF A 10-INCH FIR TREE, 23 1/2 FEET NORTHWEST
 LW0962'OF A 14-INCH MAPLE TREE, 2.1 FEET EAST OF A METAL WITNESS POST,
 LW0962'2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 LW0962'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0962
 LW0962                          STATION RECOVERY (1984)
 LW0962
 LW0962'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW0962'RECOVERED IN GOOD CONDITION.
 LW0962
 LW0962                          STATION RECOVERY (1988)
 LW0962
 LW0962'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0962'RECOVERED IN GOOD CONDITION.
 LW0962
 LW0962                          STATION RECOVERY (1989)
 LW0962
 LW0962'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0961 ***********************************************************************
 LW0961  DESIGNATION -  VALLEY RM 3
 LW0961  PID         -  LW0961
 LW0961  STATE/COUNTY-  RI/WASHINGTON
 LW0961  USGS QUAD   -  CAROLINA (1970)
 LW0961
 LW0961                         *CURRENT SURVEY CONTROL
 LW0961  ___________________________________________________________________
 LW0961* NAD 83(1986)-  41 29 14.     (N)    071 43 40.     (W)     SCALED    
 LW0961* NAVD 88     -        57.256  (meters)     187.85   (feet)  ADJUSTED  
 LW0961  ___________________________________________________________________
 LW0961  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW0961  DYNAMIC HT  -          57.236 (meters)     187.78  (feet)  COMP
 LW0961  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 LW0961
 LW0961  VERT ORDER  -  SECOND    CLASS 0
 LW0961
 LW0961.The horizontal coordinates were scaled from a topographic map and have
 LW0961.an estimated accuracy of +/- 6 seconds.
 LW0961
 LW0961.The orthometric height was determined by differential leveling
 LW0961.and adjusted by the National Geodetic Survey in June 1991..
 LW0961
 LW0961.The geoid height was determined by GEOID03.
 LW0961
 LW0961.The dynamic height is computed by dividing the NAVD 88
 LW0961.geopotential number by the normal gravity value computed on the
 LW0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0961.degrees latitude (g = 980.6199 gals.).
 LW0961
 LW0961.The modeled gravity was interpolated from observed gravity values.
 LW0961
 LW0961;                    North         East    Units  Estimated Accuracy
 LW0961;SPC RI       -    44,880.       80,980.      MT  (+/- 180 meters Scaled)
 LW0961
 LW0961                          SUPERSEDED SURVEY CONTROL
 LW0961
 LW0961  NGVD 29 (??/??/92)   57.531  (m)          188.75   (f) ADJ UNCH    2 0
 LW0961
 LW0961.Superseded values are not recommended for survey control.
 LW0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0961.See file dsdata.txt to determine how the superseded data were derived.
 LW0961
 LW0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF722964(NAD 83)
 LW0961_MARKER: DR = REFERENCE MARK DISK
 LW0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0961_STAMPING: VALLEY NO 3 1969
 LW0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0961+STABILITY: SURFACE MOTION
 LW0961
 LW0961  HISTORY     - Date     Condition        Report By
 LW0961  HISTORY     - 1969     MONUMENTED       CGS
 LW0961  HISTORY     - 1988     GOOD             USPSQD
 LW0961  HISTORY     - 1989     GOOD             USPSQD
 LW0961
 LW0961                          STATION DESCRIPTION
 LW0961
 LW0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0961'6.1 MI NE FROM ASHAWAY.
 LW0961'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SOUTH
 LW0961'JUNCTION OF STATE HIGHWAY 216 AT ASHAWAY, THENCE 4.2 MILES
 LW0961'NORTHEAST ALONG INTERSTATE HIGHWAY 95, AT THE FORMER CROSSING
 LW0961'SITE OF THE ROCKVILLE ALTON ROAD, 293.4 FEET SOUTHWEST OF AND
 LW0961'ACROSS THE ROAD FROM THE STATION MARK DESCRIBED, 213.1 FEET
 LW0961'SOUTHWEST OF AND ACROSS THE ROAD FROM RM 2 DESCRIBED, 40 1/2
 LW0961'FEET WEST OF AND ACROSS THE ROAD FROM POWER POLE 15-2090, 23 FEET
 LW0961'WEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET NORTH OF POWER
 LW0961'LINE BRACE POLE NO. 2090S, 2.9 FEET EAST OF A METAL WITNESS POST,
 LW0961'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LW0961'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0961
 LW0961                          STATION RECOVERY (1988)
 LW0961
 LW0961'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0961'RECOVERED IN GOOD CONDITION.
 LW0961
 LW0961                          STATION RECOVERY (1989)
 LW0961
 LW0961'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2174 ***********************************************************************
 LW2174  DESIGNATION -  VANDERBILT ESTATE GRAY TOWER
 LW2174  PID         -  LW2174
 LW2174  STATE/COUNTY-  RI/NEWPORT
 LW2174  USGS QUAD   -  TIVERTON (1975)
 LW2174
 LW2174                         *CURRENT SURVEY CONTROL
 LW2174  ___________________________________________________________________
 LW2174* NAD 83(1996)-  41 32 58.44897(N)    071 14 29.45429(W)     ADJUSTED  
 LW2174* NAVD 88     -                                                        
 LW2174  ___________________________________________________________________
 LW2174  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 LW2174  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW2174
 LW2174  HORZ ORDER  -  THIRD
 LW2174
 LW2174.The horizontal coordinates were established by classical geodetic methods
 LW2174.and adjusted by the National Geodetic Survey in August 1998..
 LW2174
 LW2174
 LW2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2174
 LW2174.The geoid height was determined by GEOID03.
 LW2174
 LW2174;                    North         East     Units Scale Factor Converg.
 LW2174;SPC RI       -    51,812.107   121,565.909   MT  0.99999947   +0 10 17.2
 LW2174;SPC RI       -   169,986.89    398,837.49   sFT  0.99999947   +0 10 17.2
 LW2174;UTM  19      - 4,602,193.495   313,053.849   MT  1.00003010   -1 29 13.8
 LW2174
 LW2174                          SUPERSEDED SURVEY CONTROL
 LW2174
 LW2174  NAD 83(1996)-  41 32 58.44875(N)    071 14 29.45401(W) AD(       ) 4
 LW2174  NAD 83(1992)-  41 32 58.44718(N)    071 14 29.45349(W) AD(       ) 4
 LW2174  NAD 83(1992)-  41 32 58.44692(N)    071 14 29.45330(W) AD(       ) 4
 LW2174  NAD 83(1986)-  41 32 58.44725(N)    071 14 29.45161(W) AD(       ) 4
 LW2174  NAD 27      -  41 32 58.07700(N)    071 14 31.27900(W) AD(       ) 3
 LW2174
 LW2174.Superseded values are not recommended for survey control.
 LW2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2174.See file dsdata.txt to determine how the superseded data were derived.
 LW2174
 LW2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1305402193(NAD 83)
 LW2174
 LW2174  HISTORY     - Date     Condition        Report By
 LW2174  HISTORY     - 1917     MONUMENTED       CGS
 LW2174  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2174  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2174
 LW2174                          STATION DESCRIPTION
 LW2174
 LW2174'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2174'STATION WHICH IS ON THE REGINALD VANDERBILT ESTATE AT SANDY POINT,
 LW2174'IS NOW OWNED BY MRS. MOSES TAYLOR.
 LW2174'
 LW2174'ON THE ESTATE, THERE IS AN ORNAMENTAL TOWER WITH A BLACK
 LW2174'HELMET-SHAPED ROOF.  THE TOWER HOUSES AN ELEVATED WATER TANK.
 LW2174
 LW2174                          STATION RECOVERY (1954)
 LW2174
 LW2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2174'STATION RECOVERED IN GOOD CONDITION.  THE 1935 RECOVERY NOTE BY THE
 LW2174'R.I. GEODETIC SURVEY IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2177 ***********************************************************************
 LW2177  DESIGNATION -  VANDERBILTS BARN SOUTH GABLE
 LW2177  PID         -  LW2177
 LW2177  STATE/COUNTY-  RI/NEWPORT
 LW2177  USGS QUAD   -  TIVERTON (1975)
 LW2177
 LW2177                         *CURRENT SURVEY CONTROL
 LW2177  ___________________________________________________________________
 LW2177* NAD 83(1996)-  41 33 04.10563(N)    071 14 29.17756(W)     ADJUSTED  
 LW2177* NAVD 88     -                                                        
 LW2177  ___________________________________________________________________
 LW2177  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 LW2177  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW2177
 LW2177  HORZ ORDER  -  THIRD
 LW2177
 LW2177.The horizontal coordinates were established by classical geodetic methods
 LW2177.and adjusted by the National Geodetic Survey in August 1998..
 LW2177
 LW2177
 LW2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2177
 LW2177.The geoid height was determined by GEOID03.
 LW2177
 LW2177;                    North         East     Units Scale Factor Converg.
 LW2177;SPC RI       -    51,986.640   121,571.800   MT  0.99999947   +0 10 17.4
 LW2177;SPC RI       -   170,559.50    398,856.81   sFT  0.99999947   +0 10 17.4
 LW2177;UTM  19      - 4,602,367.790   313,064.789   MT  1.00003005   -1 29 13.7
 LW2177
 LW2177                          SUPERSEDED SURVEY CONTROL
 LW2177
 LW2177  NAD 83(1996)-  41 33 04.10540(N)    071 14 29.17729(W) AD(       ) 4
 LW2177  NAD 83(1992)-  41 33 04.10383(N)    071 14 29.17676(W) AD(       ) 4
 LW2177  NAD 83(1992)-  41 33 04.10359(N)    071 14 29.17656(W) AD(       ) 4
 LW2177  NAD 83(1986)-  41 33 04.10394(N)    071 14 29.17490(W) AD(       ) 4
 LW2177  NAD 27      -  41 33 03.73400(N)    071 14 31.00500(W) AD(       ) 3
 LW2177
 LW2177.Superseded values are not recommended for survey control.
 LW2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2177.See file dsdata.txt to determine how the superseded data were derived.
 LW2177
 LW2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1306502368(NAD 83)
 LW2177
 LW2177  HISTORY     - Date     Condition        Report By
 LW2177  HISTORY     - 1917     MONUMENTED       CGS
 LW2177  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2177  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2177
 LW2177                          STATION DESCRIPTION
 LW2177
 LW2177'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2177'STATION IS LOCATED ON SANDY POINT FARM, OWNED PREVIOUSLY TO 1926
 LW2177'BY REGINALD VANDERBILT, AND NOW THE PROPERTY OF MRS. MOSES
 LW2177'TAYLOR.  THERE IS A LARGE BUILDING RESEMBLING A BARN WHICH HOUSES
 LW2177'A RIDING RING.
 LW2177
 LW2177                          STATION RECOVERY (1954)
 LW2177
 LW2177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2177'STATION RECOVERED IN GOOD CONDITION.  THE 1935 RECOVERY NOTE BY THE
 LW2177'R.I. GEODETIC SURVEY IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2844 ***********************************************************************
 LW2844  DESIGNATION -  VARNUM
 LW2844  PID         -  LW2844
 LW2844  STATE/COUNTY-  RI/NEWPORT
 LW2844  USGS QUAD   -  NEWPORT (1975)
 LW2844
 LW2844                         *CURRENT SURVEY CONTROL
 LW2844  ___________________________________________________________________
 LW2844* NAD 83(1996)-  41 28 39.74904(N)    071 21 30.32892(W)     ADJUSTED  
 LW2844* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW2844  ___________________________________________________________________
 LW2844  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LW2844  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW2844
 LW2844  HORZ ORDER  -  THIRD
 LW2844
 LW2844.The horizontal coordinates were established by classical geodetic methods
 LW2844.and adjusted by the National Geodetic Survey in August 1998..
 LW2844
 LW2844.The orthometric height was scaled from a topographic map.
 LW2844
 LW2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2844
 LW2844.The geoid height was determined by GEOID03.
 LW2844
 LW2844;                    North         East     Units Scale Factor Converg.
 LW2844;SPC RI       -    43,808.398   111,824.975   MT  0.99999547   +0 05 37.6
 LW2844;SPC RI       -   143,728.05    366,879.11   sFT  0.99999547   +0 05 37.6
 LW2844;UTM  19      - 4,594,474.449   303,084.931   MT  1.00007721   -1 33 45.2
 LW2844
 LW2844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2844!SPC RI       -   1.00000335  x   0.99999547  =   0.99999882
 LW2844!UTM  19      -   1.00000335  x   1.00007721  =   1.00008056
 LW2844
 LW2844:                Primary Azimuth Mark                     Grid Az
 LW2844:SPC RI       -  GOULD ISLAND TANK                        010 25 12.2
 LW2844:UTM  19      -  GOULD ISLAND TANK                        012 04 35.0
 LW2844
 LW2844|---------------------------------------------------------------------|
 LW2844| PID    Reference Object                     Distance      Geod. Az  |
 LW2844|                                                           dddmmss.s |
 LW2844| LW2379 GOULD ISLAND TANK                   APPROX. 6.3 KM 0103049.8 |
 LW2844| LW2863 M 1/2 W 1940                         71.669 METERS 03434     |
 LW2844| LW2872 B 2 WHEATON 1940                    211.243 METERS 34451     |
 LW2844|---------------------------------------------------------------------|
 LW2844
 LW2844                          SUPERSEDED SURVEY CONTROL
 LW2844
 LW2844  NAD 83(1996)-  41 28 39.74856(N)    071 21 30.32811(W) AD(       ) 3
 LW2844  NAD 83(1992)-  41 28 39.74746(N)    071 21 30.32826(W) AD(       ) 3
 LW2844  NAD 83(1992)-  41 28 39.74686(N)    071 21 30.32788(W) AD(       ) 3
 LW2844  NAD 83(1986)-  41 28 39.74688(N)    071 21 30.32592(W) AD(       ) 3
 LW2844  NAD 27      -  41 28 39.37800(N)    071 21 32.13100(W) AD(       ) 3
 LW2844
 LW2844.Superseded values are not recommended for survey control.
 LW2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2844.See file dsdata.txt to determine how the superseded data were derived.
 LW2844
 LW2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0308594474(NAD 83)
 LW2844_MARKER: DS = TRIANGULATION STATION DISK
 LW2844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2844_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2844+STABILITY: SURFACE MOTION
 LW2844
 LW2844  HISTORY     - Date     Condition        Report By
 LW2844  HISTORY     - 1940     MONUMENTED       CGS
 LW2844  HISTORY     - 20051111 MARK NOT FOUND   USPSQD
 LW2844
 LW2844                          STATION DESCRIPTION
 LW2844
 LW2844'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2844'STATION IS LOCATED ABOUT 2 MI. S OF THE TOWN OF JAMESTOWN, ON THE
 LW2844'GOVERNMENT RESERVATION OF FORT WETHERILL.  IT IS A STANDARD DISK,
 LW2844'STAMPED VARNUM 1940 AND SET IN THE TOP OF A 10-IN. SQUARE CONCRETE
 LW2844'POST FLUSH WITH THE SURFACE.
 LW2844'
 LW2844'THE AZIMUTH MARK IS THE FINIAL ON TOP OF THE TALL RED AND WHITE
 LW2844'CHECKER-COLORED WATER TANK AT GOULD ISLAND.
 LW2844
 LW2844                          STATION RECOVERY (2005)
 LW2844
 LW2844'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW2844'THE COORDINATED SEEM TO BE IN ERROR AND THERE IS LITTLE ELSE TO GO ON.
 LW2844' 
 LW2844' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2482 ***********************************************************************
 LW2482  DESIGNATION -  VAUGHNS HOUSE CUPOLA
 LW2482  PID         -  LW2482
 LW2482  STATE/COUNTY-  RI/WASHINGTON
 LW2482  USGS QUAD   -  WICKFORD (1995)
 LW2482
 LW2482                         *CURRENT SURVEY CONTROL
 LW2482  ___________________________________________________________________
 LW2482* NAD 83(1996)-  41 34 25.45126(N)    071 27 43.96273(W)     ADJUSTED  
 LW2482* NAVD 88     -                                                        
 LW2482  ___________________________________________________________________
 LW2482  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 LW2482  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2482
 LW2482  HORZ ORDER  -  THIRD
 LW2482
 LW2482.The horizontal coordinates were established by classical geodetic methods
 LW2482.and adjusted by the National Geodetic Survey in August 1998..
 LW2482
 LW2482
 LW2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2482
 LW2482.The geoid height was determined by GEOID03.
 LW2482
 LW2482;                    North         East     Units Scale Factor Converg.
 LW2482;SPC RI       -    54,464.650   103,151.563   MT  0.99999387   +0 01 30.3
 LW2482;SPC RI       -   178,689.44    338,423.09   sFT  0.99999387   +0 01 30.3
 LW2482;UTM  19      - 4,605,378.307   294,722.595   MT  1.00011859   -1 38 04.0
 LW2482
 LW2482                          SUPERSEDED SURVEY CONTROL
 LW2482
 LW2482  NAD 83(1996)-  41 34 25.45060(N)    071 27 43.96236(W) AD(       ) 4
 LW2482  NAD 83(1992)-  41 34 25.44978(N)    071 27 43.96191(W) AD(       ) 4
 LW2482  NAD 83(1992)-  41 34 25.44914(N)    071 27 43.96184(W) AD(       ) 4
 LW2482  NAD 83(1986)-  41 34 25.44900(N)    071 27 43.96042(W) AD(       ) 4
 LW2482  NAD 27      -  41 34 25.07000(N)    071 27 45.79000(W) AD(       ) 3
 LW2482
 LW2482.Superseded values are not recommended for survey control.
 LW2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2482.See file dsdata.txt to determine how the superseded data were derived.
 LW2482
 LW2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9472305378(NAD 83)
 LW2482
 LW2482  HISTORY     - Date     Condition        Report By
 LW2482  HISTORY     - UNK      MONUMENTED
 LW2482  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2482  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2482  HISTORY     - 19980110 POOR             INDIV
 LW2482  HISTORY     - 20010807 POOR             USPSQD
 LW2482  HISTORY     - 20050226 POOR             USPSQD
 LW2482
 LW2482                          STATION DESCRIPTION
 LW2482
 LW2482'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2482'BEERS ATLAS OF 1870 SHOWS THIS HOUSE MARKED S.H. VAUGHN AND THE
 LW2482'ATLAS OF 1895 SHOWS IT BELONGING TO WM. R. TALBOT.
 LW2482'
 LW2482'THE HOUSE IS OWNED TODAY BY THE DAUGHTERS OF MR. TALBOT.  (MISS
 LW2482'BARBARA TALBOT AND MRS. HELEN T. PORTER).  MRS. PORTER STATES THAT
 LW2482'HER FATHER PURCHASED THE HOUSE OF MR. VAUGHN OVER FIFTY YEARS
 LW2482'AGO, AND THAT THE CUPOLA HAS NEVER BEEN CHANGED SINCE.
 LW2482'
 LW2482'THE HOUSE STANDS ON THE W SIDE OF THE HIGHWAY FROM E GREENWICH
 LW2482'TO WAKEFIELD OPPOSITE THE END OF THE ROAD FROM WICKFORD TO THIS
 LW2482'ROAD.
 LW2482
 LW2482                          STATION RECOVERY (1956)
 LW2482
 LW2482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2482'THE STATION WAS RECOVERED IN GOOD CONDITION.  MR. BURUM NOW OWNS THE
 LW2482'HOUSE AND HAS AN OLD PICTURE SHOWING THE HOUSE THE SAME AS IT
 LW2482'IS TODAY.
 LW2482
 LW2482                          STATION RECOVERY (1998)
 LW2482
 LW2482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2482'THIS HOUSE IS AT THE JUNCTION OF US1 AND US1A, IN WICKFORD, RI. ABOUT
 LW2482'0.L MILE SOUTH OF STANDPIPE ROAD. THE CUPOLA HAS BEEN ENCLOSED WITH
 LW2482'SOME SORT OF SIDING.
 LW2482
 LW2482                          STATION RECOVERY (2001)
 LW2482
 LW2482'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2482'VAUGHN'S HOUSE CUPOLA HAS BEEN ENCLOSED WITH WHAT APPEARS TO BE WHITE
 LW2482'VINYL SIDING,  IT IS DOUBTFUL THAT IT IS STILL OF VALUE.  A
 LW2482'PROFESSIONAL WOULD HAVE TO MAKE THAT ASSESSMENT HOWEVER.
 LW2482
 LW2482                          STATION RECOVERY (2005)
 LW2482
 LW2482'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLC)
 LW2482'HOUSE AT THIS LOCATION STILL EXISTS, BUT CUPOLA REPLACED BY SMALL ROOM
 LW2482'WITH MULTIPLE VERTICAL WINDOWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2651 ***********************************************************************
 LW2651  DESIGNATION -  VERIFICATION SOUTH BASE
 LW2651  PID         -  LW2651
 LW2651  STATE/COUNTY-  RI/PROVIDENCE
 LW2651  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW2651
 LW2651                         *CURRENT SURVEY CONTROL
 LW2651  ___________________________________________________________________
 LW2651* NAD 83(1996)-  41 50 12.86103(N)    071 21 26.99494(W)     ADJUSTED  
 LW2651* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LW2651  ___________________________________________________________________
 LW2651  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 LW2651  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LW2651
 LW2651  HORZ ORDER  -  THIRD
 LW2651
 LW2651.The horizontal coordinates were established by classical geodetic methods
 LW2651.and adjusted by the National Geodetic Survey in August 1998..
 LW2651
 LW2651.The orthometric height was scaled from a topographic map.
 LW2651
 LW2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2651
 LW2651.The geoid height was determined by GEOID03.
 LW2651
 LW2651;                    North         East     Units Scale Factor Converg.
 LW2651;SPC RI       -    83,703.178   111,836.377   MT  0.99999547   +0 05 42.2
 LW2651;SPC RI       -   274,616.18    366,916.51   sFT  0.99999547   +0 05 42.2
 LW2651;UTM  19      - 4,634,355.258   304,253.626   MT  1.00007152   -1 34 22.7
 LW2651
 LW2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2651!SPC RI       -   0.99999995  x   0.99999547  =   0.99999542
 LW2651!UTM  19      -   0.99999995  x   1.00007152  =   1.00007147
 LW2651
 LW2651:                Primary Azimuth Mark                     Grid Az
 LW2651:SPC RI       -  VERIFICATION NORTH BASE                  001 15 33.2
 LW2651:UTM  19      -  VERIFICATION NORTH BASE                  002 55 38.1
 LW2651
 LW2651|---------------------------------------------------------------------|
 LW2651| PID    Reference Object                     Distance      Geod. Az  |
 LW2651|                                                           dddmmss.s |
 LW2651| LW2596 VERIFICATION NORTH BASE             APPROX. 7.8 KM 0012115.4 |
 LW2651| LW2679 COLLEGE HILL 1835                   APPROX. 3.5 KM 2725637.5 |
 LW2651|---------------------------------------------------------------------|
 LW2651
 LW2651                          SUPERSEDED SURVEY CONTROL
 LW2651
 LW2651  NAD 83(1996)-  41 50 12.86099(N)    071 21 26.99501(W) AD(       ) 3
 LW2651  NAD 83(1992)-  41 50 12.85954(N)    071 21 26.99411(W) AD(       ) 3
 LW2651  NAD 83(1992)-  41 50 12.85948(N)    071 21 26.99420(W) AD(       ) 3
 LW2651  NAD 83(1986)-  41 50 12.85884(N)    071 21 26.99247(W) AD(       ) 3
 LW2651  NAD 27      -  41 50 12.49900(N)    071 21 28.78600(W) AD(       ) 3
 LW2651
 LW2651.Superseded values are not recommended for survey control.
 LW2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2651.See file dsdata.txt to determine how the superseded data were derived.
 LW2651
 LW2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0425434355(NAD 83)
 LW2651
 LW2651  HISTORY     - Date     Condition        Report By
 LW2651  HISTORY     - UNK      MONUMENTED
 LW2651  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2651  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2651
 LW2651                          STATION DESCRIPTION
 LW2651
 LW2651'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2651'THE LOCATION OF THE STATION AND THE MARKING ARE NOT STATED.
 LW2651
 LW2651                          STATION RECOVERY (1956)
 LW2651
 LW2651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2651'STATION LOST.  THIS STATION IS NOT RECOVERABLE AS THERE IS NO
 LW2651'DESCRIPTION OF THE MANNER OF MARKING OR ITS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1395 ***********************************************************************
 LW1395  DESIGNATION -  VICK
 LW1395  PID         -  LW1395
 LW1395  STATE/COUNTY-  RI/WASHINGTON
 LW1395  USGS QUAD   -  SLOCUM (1975)
 LW1395
 LW1395                         *CURRENT SURVEY CONTROL
 LW1395  ___________________________________________________________________
 LW1395* NAD 83(1996)-  41 34 47.08454(N)    071 35 26.30017(W)     ADJUSTED  
 LW1395* NAVD 88     -       112.868  (meters)     370.30   (feet)  ADJUSTED  
 LW1395  ___________________________________________________________________
 LW1395  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 LW1395  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW1395  DYNAMIC HT  -         112.828 (meters)     370.17  (feet)  COMP
 LW1395  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 LW1395
 LW1395  HORZ ORDER  -  FIRST
 LW1395  VERT ORDER  -  SECOND    CLASS 0
 LW1395
 LW1395.The horizontal coordinates were established by classical geodetic methods
 LW1395.and adjusted by the National Geodetic Survey in August 1998..
 LW1395
 LW1395.The orthometric height was determined by differential leveling
 LW1395.and adjusted by the National Geodetic Survey in June 1991..
 LW1395
 LW1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1395
 LW1395.The geoid height was determined by GEOID03.
 LW1395
 LW1395.The dynamic height is computed by dividing the NAVD 88
 LW1395.geopotential number by the normal gravity value computed on the
 LW1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1395.degrees latitude (g = 980.6199 gals.).
 LW1395
 LW1395.The modeled gravity was interpolated from observed gravity values.
 LW1395
 LW1395;                    North         East     Units Scale Factor Converg.
 LW1395;SPC RI       -    55,135.342    92,441.334   MT  0.99999445   -0 03 36.6
 LW1395;SPC RI       -   180,889.87    303,284.61   sFT  0.99999445   -0 03 36.6
 LW1395;UTM  19      - 4,606,359.063   284,034.658   MT  1.00017401   -1 43 11.9
 LW1395
 LW1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1395!SPC RI       -   0.99998703  x   0.99999445  =   0.99998148
 LW1395!UTM  19      -   0.99998703  x   1.00017401  =   1.00016104
 LW1395
 LW1395:                Primary Azimuth Mark                     Grid Az
 LW1395:SPC RI       -  EXETER LADD STATE SCHOOL TANK            127 05 34.9
 LW1395:UTM  19      -  EXETER LADD STATE SCHOOL TANK            128 45 10.2
 LW1395
 LW1395|---------------------------------------------------------------------|
 LW1395| PID    Reference Object                     Distance      Geod. Az  |
 LW1395|                                                           dddmmss.s |
 LW1395| LW3524 EXETER LADD STATE SCHOOL TANK       APPROX. 4.8 KM 1270158.3 |
 LW1395| LW1397 VICK RM 1                            26.564 METERS 26431     |
 LW1395| CB8613 VICK AZ MK                                         3470006.4 |
 LW1395| LW1396 VICK RM 2                            17.565 METERS 34821     |
 LW1395|---------------------------------------------------------------------|
 LW1395
 LW1395                          SUPERSEDED SURVEY CONTROL
 LW1395
 LW1395  NAD 83(1996)-  41 34 47.08345(N)    071 35 26.29949(W) AD(       ) 1
 LW1395  NAD 83(1992)-  41 34 47.08317(N)    071 35 26.29945(W) AD(       ) 1
 LW1395  NAD 83(1992)-  41 34 47.08232(N)    071 35 26.29939(W) AD(       ) 1
 LW1395  NAD 83(1986)-  41 34 47.08227(N)    071 35 26.29927(W) AD(       ) 1
 LW1395  NAD 27      -  41 34 46.72035(N)    071 35 28.07394(W) AD(       ) 1
 LW1395  NGVD 29 (??/??/92)  113.130  (m)          371.16   (f) ADJ UNCH    2 0
 LW1395
 LW1395.Superseded values are not recommended for survey control.
 LW1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1395.See file dsdata.txt to determine how the superseded data were derived.
 LW1395
 LW1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8403506359(NAD 83)
 LW1395_MARKER: DS = TRIANGULATION STATION DISK
 LW1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1395_STAMPING: VICK 1969
 LW1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1395+STABILITY: SURFACE MOTION
 LW1395
 LW1395  HISTORY     - Date     Condition        Report By
 LW1395  HISTORY     - 1969     MONUMENTED       CGS
 LW1395  HISTORY     - 1969     GOOD             CGS
 LW1395  HISTORY     - 1986     GOOD             USPSQD
 LW1395  HISTORY     - 1988     GOOD             USPSQD
 LW1395  HISTORY     - 19901121 GOOD             USPSQD
 LW1395  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 LW1395  HISTORY     - 20010807 POOR             USPSQD
 LW1395
 LW1395                          STATION DESCRIPTION
 LW1395
 LW1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW1395'STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF NEWPORT,
 LW1395'8 MILES NORTHEAST OF HOPE VALLEY, 7-1/2 MILES NORTHWEST
 LW1395'OF KINGSTON, 7 MILES WEST OF WICKFORD, 3 MILES WEST OF EXETER,
 LW1395'3 MILES SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 3
 LW1395'AND 102, ON NORTH SIDE OF STATE HIGHWAY 102 AND ON PROPERTY
 LW1395'OWNED BY MR. EUGENE WHITFORD.
 LW1395'
 LW1395'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 102
 LW1395'(ABOUT 6-1/2 MILES NORTHEAST OF HOPE VALLEY), GO EASTERLY
 LW1395'ON STATE HIGHWAY 102 FOR 1.75 MILES TO THE WAWALOAM SCHOOL
 LW1395'ON RIGHT.  CONTINUE EASTERLY ON STATE HIGHWAY 102 FOR 1.6
 LW1395'MILES TO STATION ON LEFT ATOP AN EMBANKMENT JUST BEFORE
 LW1395'REACHING A LARGE DAIRY BARN ON THE LEFT.
 LW1395'
 LW1395'STATION MARK, STAMPED VICK 1969, IS SET IN THE TOP OF
 LW1395'A ROUND CONCRETE POST WHICH IS SET FLUSH.  IT IS 71.5 FEET
 LW1395'SOUTHWEST OF THE SOUTHWEST CORNER OF DAIRY BARN, 48 FEET
 LW1395'NORTH OF CENTER OF STATE HIGHWAY 102, 46.5 FEET NORTHEAST
 LW1395'OF A 14-INCH TREE WITH A TRIANGLE BLAZE, 36 FEET EAST
 LW1395'OF A WIRE FENCE AND 19.7 FEET NORTH OF A ROCK FENCE AND
 LW1395'METAL WITNESS POST.
 LW1395'
 LW1395'RM 1, STAMPED VICK NO 1 1969, IS SET IN THE TOP OF A
 LW1395'ROUND CONCRETE POST WHICH IS SET FLUSH.  IT IS 43 FEET NORTH
 LW1395'OF CENTER OF STATE HIGHWAY 102, 43 FEET WEST-NORTHWEST OF
 LW1395'THE 14-INCH TREE WITH A TRIANGLE BLAZE AND 12 FEET NORTH
 LW1395'OF THE ROCK FENCE.
 LW1395'
 LW1395'RM 2, STAMPED VICK NO 2 1969, IS SET IN THE TOP OF A
 LW1395'ROUND CONCRETE POST WHICH IS SET FLUSH.  IT IS 82 FEET
 LW1395'WEST OF THE NORTHWEST CORNER OF THE BARN, 79 FEET NORTHEAST
 LW1395'OF THE TRIANGLE BLAZED TREE AND 1 FOOT SOUTHEAST OF
 LW1395'THE WIRE FENCE.
 LW1395'
 LW1395'AZ MK, STAMPED VICK 1969, IS CEMENTED IN A DRILL HOLE IN
 LW1395'A 4 BY 6 FOOT BOULDER WHICH PROJECTS 3 FEET.  IT IS 91
 LW1395'FEET WEST OF A ROCK FENCE CORNER, 83 FEET WEST OF CENTER OF WIRE
 LW1395'GATE, 20 FEET SOUTHWEST OF A FENCE CORNER, 13 FEET SOUTH OF A WIRE
 LW1395'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LW1395'
 LW1395'TO REACH THE AZ MK FROM THE EAST SIDE OF THE DAIRY BARN
 LW1395'AT STATION SITE, GO NORTHERLY ON FIELD ROAD FOR 0.15
 LW1395'MILE TO A GATE.  CONTINUE NORTHERLY THROUGH GATE AND
 LW1395'CONTINUE ON FIELD ROAD FOR 0.1 MILE TO A 48-INCH OAK TREE AND
 LW1395'WIRE GATE.  CONTINUE NORTHERLY THROUGH GATE AND FOLLOW ALONG EAST
 LW1395'SIDE OF ROCK FENCE FOR 0.05 MILE TO WIRE GATE AT FENCE CORNER
 LW1395'AND MARK AS DESCRIBED.
 LW1395'
 LW1395'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LW1395
 LW1395                          STATION RECOVERY (1969)
 LW1395
 LW1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LW1395'1.6 MI W FROM EXETER.
 LW1395'ABOUT 1.65 MILES WEST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1395'HILL BAPTIST CHURCH AT EXETER, ON THE TOP OF A 10-FOOT HIGH
 LW1395'BANK, ABOUT 0.1 MILE WEST OF A VERY LARGE TWO-STORIED FRAME
 LW1395'HOUSE, 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 72 FEET
 LW1395'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE CONCRETE
 LW1395'BLOCK DAIRY BARN, 47 FEET SOUTHEAST OF A 10-INCH WILD CHERRY
 LW1395'TREE WITH A BLAZE ON THE NORTH SIDE, 19 FEET NORTH OF A STONE
 LW1395'FENCE, 19.6 FEET NORTH OF A WITNESS SIGN, 10 FEET ABOVE THE
 LW1395'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1395'FLUSH WITH THE GROUND.
 LW1395
 LW1395                          STATION RECOVERY (1986)
 LW1395
 LW1395'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1395'RECOVERED IN GOOD CONDITION.
 LW1395
 LW1395                          STATION RECOVERY (1988)
 LW1395
 LW1395'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1395'RECOVERED IN GOOD CONDITION.
 LW1395
 LW1395                          STATION RECOVERY (1990)
 LW1395
 LW1395'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1395'RECOVERED IN GOOD CONDITION.
 LW1395
 LW1395                          STATION RECOVERY (1997)
 LW1395
 LW1395'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1395'MARK NOT FOUND.
 LW1395
 LW1395                          STATION RECOVERY (2001)
 LW1395
 LW1395'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW1395'RECOVERED RM 2 ONLY.  STATION HAS BEEN REMOVED FROM THE GROUND AND
 LW1395'LIES NEXT TO A STONE FENCE ADJACENT TO ROUTE 102.  THE DESCRIPTION OF
 LW1395'RM 1 IS TOO VAGUE TO SEARCH FOR.  AZIMUTH MARK NEEDS A BETTER
 LW1395'DESCRIPTION SINCE MANY CHANGES HAVE TAKEN PLACE SINCE MONUMENTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1397 ***********************************************************************
 LW1397  DESIGNATION -  VICK RM 1
 LW1397  PID         -  LW1397
 LW1397  STATE/COUNTY-  RI/WASHINGTON
 LW1397  USGS QUAD   -  SLOCUM (1975)
 LW1397
 LW1397                         *CURRENT SURVEY CONTROL
 LW1397  ___________________________________________________________________
 LW1397* NAD 83(1986)-  41 34 46.     (N)    071 35 26.     (W)     SCALED    
 LW1397* NAVD 88     -       112.533  (meters)     369.20   (feet)  ADJUSTED  
 LW1397  ___________________________________________________________________
 LW1397  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW1397  DYNAMIC HT  -         112.493 (meters)     369.07  (feet)  COMP
 LW1397  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 LW1397
 LW1397  VERT ORDER  -  SECOND    CLASS 0
 LW1397
 LW1397.The horizontal coordinates were scaled from a topographic map and have
 LW1397.an estimated accuracy of +/- 6 seconds.
 LW1397
 LW1397.The orthometric height was determined by differential leveling
 LW1397.and adjusted by the National Geodetic Survey in June 1991..
 LW1397
 LW1397.The geoid height was determined by GEOID03.
 LW1397
 LW1397.The dynamic height is computed by dividing the NAVD 88
 LW1397.geopotential number by the normal gravity value computed on the
 LW1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1397.degrees latitude (g = 980.6199 gals.).
 LW1397
 LW1397.The modeled gravity was interpolated from observed gravity values.
 LW1397
 LW1397;                    North         East    Units  Estimated Accuracy
 LW1397;SPC RI       -    55,100.       92,450.      MT  (+/- 180 meters Scaled)
 LW1397
 LW1397                          SUPERSEDED SURVEY CONTROL
 LW1397
 LW1397  NGVD 29 (??/??/92)  112.795  (m)          370.06   (f) ADJ UNCH    2 0
 LW1397
 LW1397.Superseded values are not recommended for survey control.
 LW1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1397.See file dsdata.txt to determine how the superseded data were derived.
 LW1397
 LW1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG840063(NAD 83)
 LW1397_MARKER: DR = REFERENCE MARK DISK
 LW1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1397_STAMPING: VICK NO 1 1969
 LW1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1397+STABILITY: SURFACE MOTION
 LW1397
 LW1397  HISTORY     - Date     Condition        Report By
 LW1397  HISTORY     - 1969     MONUMENTED       CGS
 LW1397  HISTORY     - 1986     GOOD             USPSQD
 LW1397  HISTORY     - 1988     GOOD             USPSQD
 LW1397  HISTORY     - 19901121 GOOD             USPSQD
 LW1397  HISTORY     - 19971001 GOOD             USPSQD
 LW1397
 LW1397                          STATION DESCRIPTION
 LW1397
 LW1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1397'1.6 MI W FROM EXETER.
 LW1397'ABOUT 1.65 MILES WEST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1397'HILL BAPTIST CHURCH AT EXETER, ON THE TOP OF A CUT, 87.2 FEET
 LW1397'WEST OF THE STATION MARK DESCRIBED, 42 FEET NORTH OF THE CENTER
 LW1397'LINE OF THE HIGHWAY, 43 FEET WEST OF A 10-INCH WILD CHERRY TREE
 LW1397'WITH A TRIANGULAR BLAZE, 12 1/2 FEET NORTH OF AN OLD ROCK
 LW1397'FENCE, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 LW1397'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 LW1397'GROUND.
 LW1397
 LW1397                          STATION RECOVERY (1986)
 LW1397
 LW1397'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1397'RECOVERED IN GOOD CONDITION.
 LW1397
 LW1397                          STATION RECOVERY (1988)
 LW1397
 LW1397'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1397'RECOVERED IN GOOD CONDITION.
 LW1397
 LW1397                          STATION RECOVERY (1990)
 LW1397
 LW1397'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1397'RECOVERED IN GOOD CONDITION.
 LW1397
 LW1397                          STATION RECOVERY (1997)
 LW1397
 LW1397'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1396 ***********************************************************************
 LW1396  DESIGNATION -  VICK RM 2
 LW1396  PID         -  LW1396
 LW1396  STATE/COUNTY-  RI/WASHINGTON
 LW1396  USGS QUAD   -  SLOCUM (1975)
 LW1396
 LW1396                         *CURRENT SURVEY CONTROL
 LW1396  ___________________________________________________________________
 LW1396* NAD 83(1986)-  41 34 46.     (N)    071 35 26.     (W)     SCALED    
 LW1396* NAVD 88     -       112.239  (meters)     368.24   (feet)  ADJUSTED  
 LW1396  ___________________________________________________________________
 LW1396  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW1396  DYNAMIC HT  -         112.199 (meters)     368.11  (feet)  COMP
 LW1396  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 LW1396
 LW1396  VERT ORDER  -  SECOND    CLASS 0
 LW1396
 LW1396.The horizontal coordinates were scaled from a topographic map and have
 LW1396.an estimated accuracy of +/- 6 seconds.
 LW1396
 LW1396.The orthometric height was determined by differential leveling
 LW1396.and adjusted by the National Geodetic Survey in June 1991..
 LW1396
 LW1396.The geoid height was determined by GEOID03.
 LW1396
 LW1396.The dynamic height is computed by dividing the NAVD 88
 LW1396.geopotential number by the normal gravity value computed on the
 LW1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1396.degrees latitude (g = 980.6199 gals.).
 LW1396
 LW1396.The modeled gravity was interpolated from observed gravity values.
 LW1396
 LW1396;                    North         East    Units  Estimated Accuracy
 LW1396;SPC RI       -    55,100.       92,450.      MT  (+/- 180 meters Scaled)
 LW1396
 LW1396                          SUPERSEDED SURVEY CONTROL
 LW1396
 LW1396  NGVD 29 (??/??/92)  112.500  (m)          369.09   (f) ADJ UNCH    2 0
 LW1396
 LW1396.Superseded values are not recommended for survey control.
 LW1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1396.See file dsdata.txt to determine how the superseded data were derived.
 LW1396
 LW1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG840063(NAD 83)
 LW1396_MARKER: DR = REFERENCE MARK DISK
 LW1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1396_STAMPING: VICK NO 2 1969
 LW1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1396+STABILITY: SURFACE MOTION
 LW1396
 LW1396  HISTORY     - Date     Condition        Report By
 LW1396  HISTORY     - 1969     MONUMENTED       CGS
 LW1396  HISTORY     - 1986     GOOD             USPSQD
 LW1396  HISTORY     - 1988     GOOD             USPSQD
 LW1396  HISTORY     - 19901121 GOOD             USPSQD
 LW1396  HISTORY     - 19971001 GOOD             USPSQD
 LW1396
 LW1396                          STATION DESCRIPTION
 LW1396
 LW1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1396'1.6 MI W FROM EXETER.
 LW1396'ABOUT 1.65 MILES WEST ALONG STATE HIGHWAY 102 FROM THE CHESTNUT
 LW1396'HILL BAPTIST CHURCH AT EXETER, ON TOP OF A 10 FOOT HIGH CUT,
 LW1396'57.6 FEET NORTH OF THE STATION MARK DESCRIBED, 82 FEET WEST OF
 LW1396'THE NORTHWEST CORNER OF A LARGE CONCRETE BLOCK DAIRY BARN, 79
 LW1396'FEET NORTHEAST OF A 10-INCH WILD CHERRY TREE WITH A BLAZE, 1 FOOT
 LW1396'SOUTHEAST OF A FENCE LINE, 2 FEET NORTH OF THE EXTENDED LINE
 LW1396'OF THE NORTH WALL OF THE BARN, ABOUT 2 FEET BELOW THE STATION
 LW1396'MARK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW1396'GROUND.
 LW1396
 LW1396                          STATION RECOVERY (1986)
 LW1396
 LW1396'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1396'RECOVERED IN GOOD CONDITION.
 LW1396
 LW1396                          STATION RECOVERY (1988)
 LW1396
 LW1396'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1396'RECOVERED IN GOOD CONDITION.
 LW1396
 LW1396                          STATION RECOVERY (1990)
 LW1396
 LW1396'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1396'RECOVERED IN GOOD CONDITION.
 LW1396
 LW1396                          STATION RECOVERY (1997)
 LW1396
 LW1396'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW1396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5688 ***********************************************************************
 LW5688  DESIGNATION -  VICTORY RESET
 LW5688  PID         -  LW5688
 LW5688  STATE/COUNTY-  RI/KENT
 LW5688  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5688
 LW5688                         *CURRENT SURVEY CONTROL
 LW5688  ___________________________________________________________________
 LW5688* NAD 83(1996)-  41 39 25.93462(N)    071 41 42.56499(W)     ADJUSTED  
 LW5688* NAVD 88     -       180.274  (meters)     591.45   (feet)  ADJUSTED  
 LW5688  ___________________________________________________________________
 LW5688  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 LW5688  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW5688  DYNAMIC HT  -         180.209 (meters)     591.24  (feet)  COMP
 LW5688  MODELED GRAV-     980,257.8   (mgal)                       NAVD 88
 LW5688
 LW5688  HORZ ORDER  -  SECOND
 LW5688  VERT ORDER  -  SECOND    CLASS II
 LW5688
 LW5688.The horizontal coordinates were established by classical geodetic methods
 LW5688.and adjusted by the National Geodetic Survey in August 1998..
 LW5688
 LW5688.The orthometric height was determined by differential leveling
 LW5688.and adjusted by the National Geodetic Survey in April 1995..
 LW5688
 LW5688.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5688
 LW5688.The geoid height was determined by GEOID03.
 LW5688
 LW5688.The dynamic height is computed by dividing the NAVD 88
 LW5688.geopotential number by the normal gravity value computed on the
 LW5688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5688.degrees latitude (g = 980.6199 gals.).
 LW5688
 LW5688.The modeled gravity was interpolated from observed gravity values.
 LW5688
 LW5688;                    North         East     Units Scale Factor Converg.
 LW5688;SPC RI       -    63,752.701    83,744.708   MT  0.99999700   -0 07 47.0
 LW5688;SPC RI       -   209,161.99    274,752.43   sFT  0.99999700   -0 07 47.0
 LW5688;SPC CT       -   244,434.933   392,659.178   MT  0.99998546   +0 41 57.9
 LW5688;SPC CT       -   801,950.28  1,288,249.32   sFT  0.99998546   +0 41 57.9
 LW5688;UTM  19      - 4,615,226.682   275,589.789   MT  1.00021977   -1 47 31.7
 LW5688
 LW5688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5688!SPC RI       -   0.99997644  x   0.99999700  =   0.99997344
 LW5688!SPC CT       -   0.99997644  x   0.99998546  =   0.99996191
 LW5688!UTM  19      -   0.99997644  x   1.00021977  =   1.00019621
 LW5688
 LW5688                          SUPERSEDED SURVEY CONTROL
 LW5688
 LW5688  NAD 83(1996)-  41 39 25.93356(N)    071 41 42.56450(W) AD(       ) 2
 LW5688  NAD 83(1992)-  41 39 25.93335(N)    071 41 42.56424(W) AD(       ) 2
 LW5688  NAD 83(1992)-  41 39 25.93296(N)    071 41 42.56475(W) AD(       ) 2
 LW5688  NAD 83(1986)-  41 39 25.93278(N)    071 41 42.56518(W) AD(       ) 2
 LW5688  NGVD 29 (06/01/94)  180.54   (m)          592.3    (f) LEVELING    3  
 LW5688
 LW5688.Superseded values are not recommended for survey control.
 LW5688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5688.See file dsdata.txt to determine how the superseded data were derived.
 LW5688
 LW5688_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7559015227(NAD 83)
 LW5688_MARKER: DD = SURVEY DISK
 LW5688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5688_SP_SET: CONCRETE POST
 LW5688_STAMPING: VICTORY 1969 1986
 LW5688_MARK LOGO: NGS   
 LW5688_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5688+STABILITY: SURFACE MOTION
 LW5688
 LW5688  HISTORY     - Date     Condition        Report By
 LW5688  HISTORY     - 1986     MONUMENTED       RIGS
 LW5688
 LW5688                          STATION DESCRIPTION
 LW5688
 LW5688'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5688'THE STATION IS LOCATED ABOUT 5.23 KM (3.25 MI) SOUTHEAST OF GREENE.
 LW5688'OWNERSHIP---STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE STATE
 LW5688'HIGHWAY BRIDGE OVER INTERSTATE HIGHWAY 95, GO NORTH FOR 6.8 KM (4.25
 LW5688'MI) ON HIGHWAY 102 TO THE STATION ON THE LEFT.  IT IS 20.8 M (68.2
 LW5688'FT) NORTH OF RIBPR 343, 19.2 M (63.0 FT) WEST OF THE CENTERLINE OF
 LW5688'HIGHWAY 102, 10.8 M (35.4 FT) WEST OF STATION WG 015.  MARK IS FLUSH
 LW5688'WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1177 ***********************************************************************
 LW1177  DESIGNATION -  VICTORY RM 1
 LW1177  PID         -  LW1177
 LW1177  STATE/COUNTY-  RI/KENT
 LW1177  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1177
 LW1177                         *CURRENT SURVEY CONTROL
 LW1177  ___________________________________________________________________
 LW1177* NAD 83(1986)-  41 39 25.     (N)    071 41 42.     (W)     SCALED    
 LW1177* NAVD 88     -       180.368  (meters)     591.76   (feet)  ADJUSTED  
 LW1177  ___________________________________________________________________
 LW1177  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW1177  DYNAMIC HT  -         180.303 (meters)     591.54  (feet)  COMP
 LW1177  MODELED GRAV-     980,257.8   (mgal)                       NAVD 88
 LW1177
 LW1177  VERT ORDER  -  FIRST     CLASS II
 LW1177
 LW1177.The horizontal coordinates were scaled from a topographic map and have
 LW1177.an estimated accuracy of +/- 6 seconds.
 LW1177
 LW1177.The orthometric height was determined by differential leveling
 LW1177.and adjusted by the National Geodetic Survey in June 1991..
 LW1177
 LW1177.The geoid height was determined by GEOID03.
 LW1177
 LW1177.The dynamic height is computed by dividing the NAVD 88
 LW1177.geopotential number by the normal gravity value computed on the
 LW1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1177.degrees latitude (g = 980.6199 gals.).
 LW1177
 LW1177.The modeled gravity was interpolated from observed gravity values.
 LW1177
 LW1177;                    North         East    Units  Estimated Accuracy
 LW1177;SPC RI       -    63,720.       83,760.      MT  (+/- 180 meters Scaled)
 LW1177
 LW1177                          SUPERSEDED SURVEY CONTROL
 LW1177
 LW1177  NGVD 29 (??/??/92)  180.603  (m)          592.53   (f) ADJ UNCH    1 2
 LW1177
 LW1177.Superseded values are not recommended for survey control.
 LW1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1177.See file dsdata.txt to determine how the superseded data were derived.
 LW1177
 LW1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG756151(NAD 83)
 LW1177_MARKER: DR = REFERENCE MARK DISK
 LW1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1177_STAMPING: VICTORY NO 1 1968
 LW1177_MARK LOGO: CGS   
 LW1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1177+STABILITY: SURFACE MOTION
 LW1177
 LW1177  HISTORY     - Date     Condition        Report By
 LW1177  HISTORY     - 1968     MONUMENTED       CGS
 LW1177  HISTORY     - 1969     GOOD             NGS
 LW1177  HISTORY     - 1984     GOOD             RIGS
 LW1177  HISTORY     - 1984     GOOD             RIGS
 LW1177  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1177
 LW1177                          STATION DESCRIPTION
 LW1177
 LW1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1177'2.5 MI S FROM SUMMIT.
 LW1177'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 102 FROM THE
 LW1177'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, IN A THICK STAND OF
 LW1177'SMALL TIMBER, 87.8 FEET WEST OF THE STATION MARK DESCRIBED, 151
 LW1177'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 79 FEET NORTH OF THE
 LW1177'CENTER LINE OF A GRAVELED ROAD LEADING WEST, 1.3 FEET SOUTH OF A
 LW1177'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 LW1177'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 LW1177'GROUND.
 LW1177
 LW1177                          STATION RECOVERY (1984)
 LW1177
 LW1177'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1177'RECOVERED IN GOOD CONDITION.
 LW1177
 LW1177                          STATION RECOVERY (1984)
 LW1177
 LW1177'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1177'RECOVERED IN GOOD CONDITION.
 LW1177
 LW1177                          STATION RECOVERY (1988)
 LW1177
 LW1177'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1174 ***********************************************************************
 LW1174  DESIGNATION -  VICTORY RM 2
 LW1174  PID         -  LW1174
 LW1174  STATE/COUNTY-  RI/KENT
 LW1174  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1174
 LW1174                         *CURRENT SURVEY CONTROL
 LW1174  ___________________________________________________________________
 LW1174* NAD 83(1986)-  41 39 25.     (N)    071 41 42.     (W)     SCALED    
 LW1174* NAVD 88     -       179.843  (meters)     590.03   (feet)  ADJUSTED  
 LW1174  ___________________________________________________________________
 LW1174  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW1174  DYNAMIC HT  -         179.778 (meters)     589.82  (feet)  COMP
 LW1174  MODELED GRAV-     980,257.8   (mgal)                       NAVD 88
 LW1174
 LW1174  VERT ORDER  -  SECOND    CLASS 0
 LW1174
 LW1174.The horizontal coordinates were scaled from a topographic map and have
 LW1174.an estimated accuracy of +/- 6 seconds.
 LW1174
 LW1174.The orthometric height was determined by differential leveling
 LW1174.and adjusted by the National Geodetic Survey in June 1991..
 LW1174
 LW1174.The geoid height was determined by GEOID03.
 LW1174
 LW1174.The dynamic height is computed by dividing the NAVD 88
 LW1174.geopotential number by the normal gravity value computed on the
 LW1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1174.degrees latitude (g = 980.6199 gals.).
 LW1174
 LW1174.The modeled gravity was interpolated from observed gravity values.
 LW1174
 LW1174;                    North         East    Units  Estimated Accuracy
 LW1174;SPC RI       -    63,720.       83,760.      MT  (+/- 180 meters Scaled)
 LW1174
 LW1174                          SUPERSEDED SURVEY CONTROL
 LW1174
 LW1174  NGVD 29 (??/??/92)  180.078  (m)          590.81   (f) ADJ UNCH    2 0
 LW1174
 LW1174.Superseded values are not recommended for survey control.
 LW1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1174.See file dsdata.txt to determine how the superseded data were derived.
 LW1174
 LW1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG756151(NAD 83)
 LW1174_MARKER: DR = REFERENCE MARK DISK
 LW1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1174_STAMPING: VICTORY NO 2 1968
 LW1174_MARK LOGO: CGS   
 LW1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1174+STABILITY: SURFACE MOTION
 LW1174
 LW1174  HISTORY     - Date     Condition        Report By
 LW1174  HISTORY     - 1968     MONUMENTED       CGS
 LW1174  HISTORY     - 1969     GOOD             NGS
 LW1174  HISTORY     - 1984     POOR             RIGS
 LW1174  HISTORY     - 1984     POOR             RIGS
 LW1174  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1174
 LW1174                          STATION DESCRIPTION
 LW1174
 LW1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1174'2.5 MI S FROM SUMMIT.
 LW1174'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 102 FROM THE
 LW1174'INTERSECTION OF STATE HIGHWAY 117 AT SUMMIT, 306.1 FEET
 LW1174'SOUTH-SOUTHEAST OF THE STATION MARK DESCRIBED, 49 FEET NORTHEAST
 LW1174'OF THE CENTER OF THE JUNCTION OF A DRIVEWAY AND THE HIGHWAY,
 LW1174'(DRIVEWAY LEADS TO A LARGE MOBILE HOME ON FOUNDATION), 19 FEET
 LW1174'EAST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET SOUTHEAST OF AND
 LW1174'ACROSS THE HIGHWAY FROM POWER LINE POLE 538 1/2, 1.9 FEET NORTH
 LW1174'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 LW1174'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 LW1174'THE LEVEL OF THE GROUND.
 LW1174
 LW1174                          STATION RECOVERY (1984)
 LW1174
 LW1174'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1174'RECOVERED IN POOR CONDITION, MARK IS LOCATED IN DRIVEWAY AND HAS BEEN
 LW1174'SCRAPED AND BUMPED, MARK WILL BE DESTROYED BY PLANNED ROAD
 LW1174'CONSTRUCTION IN THE FALL OF 1984, NOT LEVELED TO IN 1984.
 LW1174
 LW1174                          STATION RECOVERY (1984)
 LW1174
 LW1174'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1174'MARK RECOVERED IN POOR CONDITION.
 LW1174
 LW1174                          STATION RECOVERY (1988)
 LW1174
 LW1174'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1653 ***********************************************************************
 LW1653  DESIGNATION -  VICTORY RM 3
 LW1653  PID         -  LW1653
 LW1653  STATE/COUNTY-  RI/KENT
 LW1653  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1653
 LW1653                         *CURRENT SURVEY CONTROL
 LW1653  ___________________________________________________________________
 LW1653* NAD 83(1996)-  41 39 26.16232(N)    071 41 41.09183(W)     ADJUSTED  
 LW1653* NAVD 88     -       180.154  (meters)     591.06   (feet)  ADJUSTED  
 LW1653  ___________________________________________________________________
 LW1653  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 LW1653  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW1653  DYNAMIC HT  -         180.089 (meters)     590.84  (feet)  COMP
 LW1653  MODELED GRAV-     980,257.8   (mgal)                       NAVD 88
 LW1653
 LW1653  HORZ ORDER  -  SECOND
 LW1653  VERT ORDER  -  FIRST     CLASS II
 LW1653
 LW1653.The horizontal coordinates were established by classical geodetic methods
 LW1653.and adjusted by the National Geodetic Survey in August 1998..
 LW1653
 LW1653.The orthometric height was determined by differential leveling
 LW1653.and adjusted by the National Geodetic Survey in June 1991..
 LW1653
 LW1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1653
 LW1653.The geoid height was determined by GEOID03.
 LW1653
 LW1653.The dynamic height is computed by dividing the NAVD 88
 LW1653.geopotential number by the normal gravity value computed on the
 LW1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1653.degrees latitude (g = 980.6199 gals.).
 LW1653
 LW1653.The modeled gravity was interpolated from observed gravity values.
 LW1653
 LW1653;                    North         East     Units Scale Factor Converg.
 LW1653;SPC RI       -    63,759.649    83,778.809   MT  0.99999699   -0 07 46.0
 LW1653;SPC RI       -   209,184.78    274,864.31   sFT  0.99999699   -0 07 46.0
 LW1653;SPC CT       -   244,442.374   392,693.174   MT  0.99998546   +0 41 58.9
 LW1653;SPC CT       -   801,974.69  1,288,360.86   sFT  0.99998546   +0 41 58.9
 LW1653;UTM  19      - 4,615,232.639   275,624.084   MT  1.00021958   -1 47 30.7
 LW1653
 LW1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1653!SPC RI       -   0.99997646  x   0.99999699  =   0.99997345
 LW1653!SPC CT       -   0.99997646  x   0.99998546  =   0.99996192
 LW1653!UTM  19      -   0.99997646  x   1.00021958  =   1.00019604
 LW1653
 LW1653                          SUPERSEDED SURVEY CONTROL
 LW1653
 LW1653  NAD 83(1996)-  41 39 26.16126(N)    071 41 41.09134(W) AD(       ) 2
 LW1653  NAD 83(1992)-  41 39 26.16105(N)    071 41 41.09108(W) AD(       ) 2
 LW1653  NAD 83(1992)-  41 39 26.16066(N)    071 41 41.09159(W) AD(       ) 2
 LW1653  NAD 83(1986)-  41 39 26.16049(N)    071 41 41.09199(W) AD(       ) 2
 LW1653  NGVD 29 (06/01/94)  180.41   (m)          591.9    (f) LEVELING    3  
 LW1653
 LW1653.Superseded values are not recommended for survey control.
 LW1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1653.See file dsdata.txt to determine how the superseded data were derived.
 LW1653
 LW1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7562415233(NAD 83)
 LW1653_MARKER: DR = REFERENCE MARK DISK
 LW1653_SETTING: 80 = SET IN A BOULDER
 LW1653_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 LW1653_STAMPING: VICTORY 1968 NO 3 1984
 LW1653_MARK LOGO: RIGS  
 LW1653_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1653+STABILITY: SURFACE MOTION
 LW1653
 LW1653  HISTORY     - Date     Condition        Report By
 LW1653  HISTORY     - 1984     MONUMENTED       RIGS
 LW1653  HISTORY     - 1988     GOOD             USPSQD
 LW1653  HISTORY     - 19891010 GOOD             RIGS
 LW1653
 LW1653                          STATION DESCRIPTION
 LW1653
 LW1653'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1653'4.0 KM (2.5 MI) SOUTH FROM SUMMIT.
 LW1653'4.0 KM (2.5 MI) SOUTH ALONG STATE HIGHWAY 102 FROM THE JUNCTION OF
 LW1653'STATE HIGHWAY 117 IN SUMMIT TO THE MARK ON THE LEFT, 14.9 METERS
 LW1653'(48.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 31.9 METERS
 LW1653'(104.0 FT) EAST OF TRIANGULATION STATION VICTORY 1968, 23.3 METERS
 LW1653'(76.2 FT) SOUTHEAST OF UTILITY POLE 539 1/2.
 LW1653'THE MARK IS 0.95 METERS  W FROM A WITNESS POST.
 LW1653
 LW1653                          STATION RECOVERY (1988)
 LW1653
 LW1653'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1653'RECOVERED IN GOOD CONDITION.
 LW1653
 LW1653                          STATION RECOVERY (1989)
 LW1653
 LW1653'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3079 ***********************************************************************
 LW3079  DESIGNATION -  VILLAGE HILL
 LW3079  PID         -  LW3079
 LW3079  STATE/COUNTY-  RI/WASHINGTON
 LW3079  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3079
 LW3079                         *CURRENT SURVEY CONTROL
 LW3079  ___________________________________________________________________
 LW3079* NAD 83(1996)-  41 20 53.98933(N)    071 44 57.63835(W)     ADJUSTED  
 LW3079* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 LW3079  ___________________________________________________________________
 LW3079  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LW3079  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW3079
 LW3079  HORZ ORDER  -  THIRD
 LW3079
 LW3079.The horizontal coordinates were established by classical geodetic methods
 LW3079.and adjusted by the National Geodetic Survey in August 1998..
 LW3079
 LW3079.The orthometric height was scaled from a topographic map.
 LW3079
 LW3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3079
 LW3079.The geoid height was determined by GEOID03.
 LW3079
 LW3079;                    North         East     Units Scale Factor Converg.
 LW3079;SPC RI       -    29,459.876    79,132.353   MT  0.99999911   -0 09 53.0
 LW3079;SPC RI       -    96,652.94    259,620.06   sFT  0.99999911   -0 09 53.0
 LW3079;SPC CT       -   210,079.450   388,543.349   MT  0.99998835   +0 39 48.6
 LW3079;SPC CT       -   689,235.66  1,274,745.97   sFT  0.99998835   +0 39 48.6
 LW3079;UTM  19      - 4,581,073.503   269,986.174   MT  1.00025115   -1 49 01.6
 LW3079
 LW3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3079!SPC RI       -   0.99999747  x   0.99999911  =   0.99999658
 LW3079!SPC CT       -   0.99999747  x   0.99998835  =   0.99998582
 LW3079!UTM  19      -   0.99999747  x   1.00025115  =   1.00024862
 LW3079
 LW3079|---------------------------------------------------------------------|
 LW3079| PID    Reference Object                     Distance      Geod. Az  |
 LW3079|                                                           dddmmss.s |
 LW3079| CB8621 VILLAGE HILL RM 2                     5.151 METERS 19034     |
 LW3079| CB8620 VILLAGE HILL RM 1                     2.631 METERS 33803     |
 LW3079| CB8619 VILLAGE HILL AZ MK                                 3514719.2 |
 LW3079|---------------------------------------------------------------------|
 LW3079
 LW3079                          SUPERSEDED SURVEY CONTROL
 LW3079
 LW3079  NAD 83(1992)-  41 20 53.98801(N)    071 44 57.63755(W) AD(       ) 3
 LW3079  NAD 83(1986)-  41 20 53.98665(N)    071 44 57.63914(W) AD(       ) 3
 LW3079  NAD 27      -  41 20 53.62583(N)    071 44 59.40137(W) AD(       ) 3
 LW3079
 LW3079.Superseded values are not recommended for survey control.
 LW3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3079.See file dsdata.txt to determine how the superseded data were derived.
 LW3079
 LW3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6998681074(NAD 83)
 LW3079
 LW3079  HISTORY     - Date     Condition        Report By
 LW3079  HISTORY     - 1873     MONUMENTED       CGS
 LW3079  HISTORY     - 1918     GOOD             CGS
 LW3079  HISTORY     - 1934     GOOD             RIGS
 LW3079  HISTORY     - 1934     GOOD             RIGS
 LW3079  HISTORY     - 1943     GOOD             CGS
 LW3079  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3079  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW3079
 LW3079                          STATION DESCRIPTION
 LW3079
 LW3079'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 LW3079'STATION IS ON THE HILL OF THAT NAME, ABOUT 1-1/2 MILES NNE OF
 LW3079'NOYES BEACH.  THE STATION IS MARKED BY A STANDARD DISK SET IN
 LW3079'THE TOP OF A GRANITE POST 6 INCHES SQUARE.  A STANDARD REFERENCE
 LW3079'MARK, SET IN THE TOP OF A BOULDER SHOWING 2 FEET ABOVE THE GROUND,
 LW3079'IS 2.63 METERS (8.63 FEET) TO THE NORTHWARD OF THE STATION.
 LW3079
 LW3079                          STATION RECOVERY (1934)
 LW3079
 LW3079'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3079'DESCRIPTION SHOULD READ--ON THE HILL OF THAT NAME ABOUT 300
 LW3079'YARDS S OF U.S. HIGHWAY 1 AT A POINT 0.30 MILE W OF THE JUNCTION
 LW3079'OF U.S. HIGHWAY 1 WITH THE WATCH HILL ROAD (HAVERSHAMS CORNERS).
 LW3079'
 LW3079'STATION MARK AND REFERENCE MARK RECOVERED AS MARKED AND
 LW3079'DESCRIBED.  BOTH MARKS IN GOOD CONDITION.
 LW3079
 LW3079                          STATION RECOVERY (1934)
 LW3079
 LW3079'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3079'THE STATION IS ABOUT 200 YARDS S OF THE POST ROAD BETWEEN
 LW3079'WESTERLY AND WAKEFIELD (U.S. HIGHWAY 1) AND ABOUT 0.3 MILE W
 LW3079'OF HAVERSHAM CORNERS WHERE THE SHORE ROAD TO WATCH HILL LEAVES
 LW3079'THE POST ROAD.  HAVERSHAM CORNERS IS ABOUT 5.8 MILES E OF
 LW3079'PAWCATUCK BRIDGE AT WESTERLY.
 LW3079'
 LW3079'NOYES BEACH MENTIONED IN THE DESCRIPTION IS ALSO KNOWN AS
 LW3079'WEEKAPAUG.
 LW3079'
 LW3079'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT
 LW3079'CONDITION, AND MARKED AS DESCRIBED.
 LW3079
 LW3079                          STATION RECOVERY (1943)
 LW3079
 LW3079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3079'STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE FOUND IN
 LW3079'GOOD CONDITION.  ONE NEW REFERENCE MARK AND AN AZIMUTH MARK
 LW3079'WERE ESTABLISHED AT THIS TIME.
 LW3079'
 LW3079'STATION PROJECTS ABOUT 4 INCHES.
 LW3079'
 LW3079'REFERENCE MARK 2 1943, NOTE 12A, IS SSE OF THE STATION.  IT IS
 LW3079'STAMPED VILLAGE HILL NO 2 1943 AND PROJECTS ABOUT 4 INCHES.
 LW3079'
 LW3079'THE AZIMUTH MARK 1943, NOTE 12C, IS ABOUT 0.2 MILE NNW OF THE
 LW3079'STATION.  IT IS ABOUT 0.1 MILE N OF U.S. HIGHWAY 1, ABOUT 90
 LW3079'YARDS SE OF A HOUSE, AND ABOUT 50 YARDS E OF THE DIRT ROAD THAT
 LW3079'LEADS TO THE HOUSE.  IT IS ON THE SW SLOPE OF A LOW HILL OR KNOLL
 LW3079'ABOUT 15 FEET E OF A N-S STONE FENCE.  IT IS STAMPED VILLAGE
 LW3079'HILL 1943 AND PROJECTS ABOUT 24 INCHES.
 LW3079'
 LW3079'TO REACH THE STATION FROM PAWCATUCK BRIDGE IN WESTERLY GO E
 LW3079'ON U.S. HIGHWAY 1 FOR 5.5 MILES TO THE STATION ON THE RIGHT
 LW3079'SIDE OF HIGHWAY.
 LW3079
 LW3079                          STATION RECOVERY (1954)
 LW3079
 LW3079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3079'STATION AND REFERENCE MARKS ARE DESTROYED.  TOP OF HILL HAS BEEN
 LW3079'GRADED FOR CONSTRUCTION OF A RESIDENCE.  STATION WAS FOUND
 LW3079'LYING ON ITS SIDE IN THE CENTER OF THE GRADED AREA.  BOULDERS,
 LW3079'IN WHICH THE REFERENCE MARKS WERE SET, HAVE BEEN MOVED
 LW3079'AWAY.  AZIMUTH MARK RECOVERED IN GOOD CONDITION.  THE 1943
 LW3079'DESCRIPTION OF THE AZIMUTH MARK BY F.N. IS ADEQUATE AND
 LW3079'COMPLETE.
 LW3079
 LW3079                          STATION RECOVERY (1990)
 LW3079
 LW3079'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0087 ***********************************************************************
 LW0087  DESIGNATION -  W 1
 LW0087  PID         -  LW0087
 LW0087  STATE/COUNTY-  RI/WASHINGTON
 LW0087  USGS QUAD   -  WICKFORD (1995)
 LW0087
 LW0087                         *CURRENT SURVEY CONTROL
 LW0087  ___________________________________________________________________
 LW0087* NAD 83(1986)-  41 36 40.     (N)    071 28 33.     (W)     SCALED    
 LW0087* NAVD 88     -        15.443  (meters)      50.67   (feet)  POSTED    
 LW0087  ___________________________________________________________________
 LW0087  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LW0087  DYNAMIC HT  -          15.440 (meters)      50.66  (feet)  COMP
 LW0087  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 LW0087
 LW0087  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LW0087
 LW0087.The horizontal coordinates were scaled from a topographic map and have
 LW0087.an estimated accuracy of +/- 6 seconds.
 LW0087
 LW0087.The orthometric height was determined by differential leveling
 LW0087.and adjusted by the National Geodetic Survey in 1992..
 LW0087.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LW0087.rate of 0.0 thru 1.0 mm/km.
 LW0087
 LW0087.The geoid height was determined by GEOID03.
 LW0087
 LW0087.The dynamic height is computed by dividing the NAVD 88
 LW0087.geopotential number by the normal gravity value computed on the
 LW0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0087.degrees latitude (g = 980.6199 gals.).
 LW0087
 LW0087.The modeled gravity was interpolated from observed gravity values.
 LW0087
 LW0087;                    North         East    Units  Estimated Accuracy
 LW0087;SPC RI       -    58,620.      102,010.      MT  (+/- 180 meters Scaled)
 LW0087
 LW0087                          SUPERSEDED SURVEY CONTROL
 LW0087
 LW0087.No superseded survey control is available for this station.
 LW0087
 LW0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG937095(NAD 83)
 LW0087_MARKER: DB = BENCH MARK DISK
 LW0087_SETTING: 66 = SET IN ROCK OUTCROP
 LW0087_SP_SET: ROCK OUTCROP
 LW0087_STAMPING: ELEV 51.611 FT W 1 1923
 LW0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0087+STABILITY: POSITION/ELEVATION WELL
 LW0087
 LW0087  HISTORY     - Date     Condition        Report By
 LW0087  HISTORY     - 1923     MONUMENTED       CGS
 LW0087  HISTORY     - 1965     MARK NOT FOUND   NGS
 LW0087  HISTORY     - 20000223 MARK NOT FOUND   USPSQD
 LW0087
 LW0087                          STATION DESCRIPTION
 LW0087
 LW0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 LW0087'AT DAVISVILLE.
 LW0087'AT DAVISVILLE, WASHINGTON COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LW0087'HARTFORD RAILROAD, ABOUT 1/4 MILE SOUTHWEST OF THE STATION, 12
 LW0087'RAILS SOUTHWEST OF MILEPOST P 17-NL 45, 16 RAILS SOUTHWEST OF
 LW0087'SWITCH TOWER 136, 73.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 57
 LW0087'FEET SOUTHEAST OF WUT POLE 61-4, AND IN AN OUTCROP OF ROCK
 LW0087'SHOWING 5 FEET BY 4 FEET AND FLUSH WITH THE GROUND.  A STANDARD
 LW0087'DISK, STAMPED ELEV 51.611 FT W 1 1923.
 LW0087
 LW0087                          STATION RECOVERY (1965)
 LW0087
 LW0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LW0087'MARK NOT FOUND.
 LW0087
 LW0087                          STATION RECOVERY (2000)
 LW0087
 LW0087'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LW0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0142 ***********************************************************************
 LW0142  DESIGNATION -  W 16
 LW0142  PID         -  LW0142
 LW0142  STATE/COUNTY-  RI/PROVIDENCE
 LW0142  USGS QUAD   -  PROVIDENCE (1975)
 LW0142
 LW0142                         *CURRENT SURVEY CONTROL
 LW0142  ___________________________________________________________________
 LW0142* NAD 83(1986)-  41 46 21.     (N)    071 24 46.     (W)     SCALED    
 LW0142* NAVD 88     -         7.296  (meters)      23.94   (feet)  ADJUSTED  
 LW0142  ___________________________________________________________________
 LW0142  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW0142  DYNAMIC HT  -           7.294 (meters)      23.93  (feet)  COMP
 LW0142  MODELED GRAV-     980,308.5   (mgal)                       NAVD 88
 LW0142
 LW0142  VERT ORDER  -  FIRST     CLASS I
 LW0142
 LW0142.The horizontal coordinates were scaled from a topographic map and have
 LW0142.an estimated accuracy of +/- 6 seconds.
 LW0142
 LW0142.The orthometric height was determined by differential leveling
 LW0142.and adjusted by the National Geodetic Survey in June 1991..
 LW0142
 LW0142.The geoid height was determined by GEOID03.
 LW0142
 LW0142.The dynamic height is computed by dividing the NAVD 88
 LW0142.geopotential number by the normal gravity value computed on the
 LW0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0142.degrees latitude (g = 980.6199 gals.).
 LW0142
 LW0142.The modeled gravity was interpolated from observed gravity values.
 LW0142
 LW0142;                    North         East    Units  Estimated Accuracy
 LW0142;SPC RI       -    76,540.      107,250.      MT  (+/- 180 meters Scaled)
 LW0142
 LW0142                          SUPERSEDED SURVEY CONTROL
 LW0142
 LW0142  NGVD 29 (??/??/92)    7.548  (m)           24.76   (f) ADJ UNCH    1 1
 LW0142
 LW0142.Superseded values are not recommended for survey control.
 LW0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0142.See file dsdata.txt to determine how the superseded data were derived.
 LW0142
 LW0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG994273(NAD 83)
 LW0142_MARKER: DB = BENCH MARK DISK
 LW0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0142_SP_SET: BRIDGE
 LW0142_STAMPING: W 16 1965
 LW0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0142
 LW0142  HISTORY     - Date     Condition        Report By
 LW0142  HISTORY     - 1965     MONUMENTED       CGS
 LW0142
 LW0142                          STATION DESCRIPTION
 LW0142
 LW0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0142'AT CRANSTON.
 LW0142'AT CRANSTON, ABOUT 0.5 MILE WEST ALONG PARK AVENUE FROM THE
 LW0142'INTERSECTION WARWICK AVENUE, ABOUT 0.55 MILE EAST OF THE
 LW0142'INTERSECTION OF ELMWOOD AVENUE AND THE ST MATTHEWS SCHOOL,
 LW0142'NEAR THE SOUTHEAST CORNER OF THE ROGER WILLIAMS PARK, SET IN
 LW0142'THE TOP OF A CONCRETE RETAINING WALL AT THE SOUTHEAST CORNER OF
 LW0142'A 15 FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 146 FEET WEST
 LW0142'OF THE CENTER OF THE JUNCTION OF PARK AVENUE AND MILL STREET,
 LW0142'7.5 FEET SOUTH OF THE SOUTH CURB OF THE AVENUE AND 1 1/2 FEET
 LW0142'ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0774 ***********************************************************************
 LW0774  DESIGNATION -  W 18
 LW0774  PID         -  LW0774
 LW0774  STATE/COUNTY-  RI/WASHINGTON
 LW0774  USGS QUAD   -  CAROLINA (1970)
 LW0774
 LW0774                         *CURRENT SURVEY CONTROL
 LW0774  ___________________________________________________________________
 LW0774* NAD 83(1986)-  41 26 54.     (N)    071 38 39.     (W)     SCALED    
 LW0774* NAVD 88     -        20.126  (meters)      66.03   (feet)  ADJUSTED  
 LW0774  ___________________________________________________________________
 LW0774  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW0774  DYNAMIC HT  -          20.119 (meters)      66.01  (feet)  COMP
 LW0774  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 LW0774
 LW0774  VERT ORDER  -  FIRST     CLASS I
 LW0774
 LW0774.The horizontal coordinates were scaled from a topographic map and have
 LW0774.an estimated accuracy of +/- 6 seconds.
 LW0774
 LW0774.The orthometric height was determined by differential leveling
 LW0774.and adjusted by the National Geodetic Survey in June 1991..
 LW0774
 LW0774.The geoid height was determined by GEOID03.
 LW0774
 LW0774.The dynamic height is computed by dividing the NAVD 88
 LW0774.geopotential number by the normal gravity value computed on the
 LW0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0774.degrees latitude (g = 980.6199 gals.).
 LW0774
 LW0774.The modeled gravity was interpolated from observed gravity values.
 LW0774
 LW0774;                    North         East    Units  Estimated Accuracy
 LW0774;SPC RI       -    40,550.       87,950.      MT  (+/- 180 meters Scaled)
 LW0774
 LW0774                          SUPERSEDED SURVEY CONTROL
 LW0774
 LW0774  NGVD 29 (??/??/92)   20.408  (m)           66.96   (f) ADJ UNCH    1 1
 LW0774
 LW0774.Superseded values are not recommended for survey control.
 LW0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0774.See file dsdata.txt to determine how the superseded data were derived.
 LW0774
 LW0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF791919(NAD 83)
 LW0774_MARKER: DB = BENCH MARK DISK
 LW0774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0774_SP_SET: OVERPASS
 LW0774_STAMPING: W 18 1965
 LW0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0774
 LW0774  HISTORY     - Date     Condition        Report By
 LW0774  HISTORY     - 1965     MONUMENTED       CGS
 LW0774  HISTORY     - 1971     GOOD             USGS
 LW0774  HISTORY     - 1984     GOOD             USPSQD
 LW0774  HISTORY     - 1987     GOOD             USPSQD
 LW0774  HISTORY     - 1988     GOOD             USPSQD
 LW0774  HISTORY     - 1989     GOOD             USPSQD
 LW0774  HISTORY     - 1990     GOOD             USPSQD
 LW0774
 LW0774                          STATION DESCRIPTION
 LW0774
 LW0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0774'1.2 MI SE FROM CAROLINA.
 LW0774'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION
 LW0774'OF STATE HIGHWAY 91 AT CAROLINA, THENCE 0.85 MILE EAST ALONG
 LW0774'A BLACK TOP ROAD, ABOUT 0.05 MILE NORTH OF A BRIDGE OVER THE
 LW0774'PAWCATUCK RIVER, SET VERTICALLY IN THE SOUTHWEST FACE AND
 LW0774'NEAR THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF A
 LW0774'RAILROAD OVERPASS, ABOUT 0.25 MILE WEST OF THE POST OFFICE AT
 LW0774'SHANNOCK, 19.5 FEET EAST OF THE EAST CURB OF THE BLACK TOP
 LW0774'ROAD, 2.7 FEET ABOVE THE LEVEL OF THE GROUND AND 3 FEET ABOVE
 LW0774'THE LEVEL OF THE ROAD.
 LW0774
 LW0774                          STATION RECOVERY (1971)
 LW0774
 LW0774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 LW0774'RECOVERED IN GOOD CONDITION.
 LW0774
 LW0774                          STATION RECOVERY (1984)
 LW0774
 LW0774'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0774'RECOVERED IN GOOD CONDITION.
 LW0774
 LW0774                          STATION RECOVERY (1987)
 LW0774
 LW0774'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0774'RECOVERED IN GOOD CONDITION.
 LW0774
 LW0774                          STATION RECOVERY (1988)
 LW0774
 LW0774'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0774'RECOVERED IN GOOD CONDITION.
 LW0774
 LW0774                          STATION RECOVERY (1989)
 LW0774
 LW0774'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0774'RECOVERED IN GOOD CONDITION.
 LW0774
 LW0774                          STATION RECOVERY (1990)
 LW0774
 LW0774'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1148 ***********************************************************************
 LW1148  DESIGNATION -  W 19
 LW1148  PID         -  LW1148
 LW1148  STATE/COUNTY-  RI/WASHINGTON
 LW1148  USGS QUAD   -  VOLUNTOWN (1975)
 LW1148
 LW1148                         *CURRENT SURVEY CONTROL
 LW1148  ___________________________________________________________________
 LW1148* NAD 83(1986)-  41 31 51.     (N)    071 46 07.     (W)     SCALED    
 LW1148* NAVD 88     -       112.763  (meters)     369.96   (feet)  ADJUSTED  
 LW1148  ___________________________________________________________________
 LW1148  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW1148  DYNAMIC HT  -         112.722 (meters)     369.82  (feet)  COMP
 LW1148  MODELED GRAV-     980,262.5   (mgal)                       NAVD 88
 LW1148
 LW1148  VERT ORDER  -  SECOND    CLASS 0
 LW1148
 LW1148.The horizontal coordinates were scaled from a topographic map and have
 LW1148.an estimated accuracy of +/- 6 seconds.
 LW1148
 LW1148.The orthometric height was determined by differential leveling
 LW1148.and adjusted by the National Geodetic Survey in June 1991..
 LW1148
 LW1148.The geoid height was determined by GEOID03.
 LW1148
 LW1148.The dynamic height is computed by dividing the NAVD 88
 LW1148.geopotential number by the normal gravity value computed on the
 LW1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1148.degrees latitude (g = 980.6199 gals.).
 LW1148
 LW1148.The modeled gravity was interpolated from observed gravity values.
 LW1148
 LW1148;                    North         East    Units  Estimated Accuracy
 LW1148;SPC RI       -    49,730.       77,580.      MT  (+/- 180 meters Scaled)
 LW1148
 LW1148                          SUPERSEDED SURVEY CONTROL
 LW1148
 LW1148  NGVD 29 (??/??/92)  113.028  (m)          370.83   (f) ADJ UNCH    2 0
 LW1148
 LW1148.Superseded values are not recommended for survey control.
 LW1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1148.See file dsdata.txt to determine how the superseded data were derived.
 LW1148
 LW1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG690013(NAD 83)
 LW1148_MARKER: DB = BENCH MARK DISK
 LW1148_SETTING: 80 = SET IN A BOULDER
 LW1148_SP_SET: BOULDER
 LW1148_STAMPING: W 19 1969
 LW1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1148+STABILITY: SURFACE MOTION
 LW1148
 LW1148  HISTORY     - Date     Condition        Report By
 LW1148  HISTORY     - 1969     MONUMENTED       CGS
 LW1148  HISTORY     - 1971     GOOD             NGS
 LW1148  HISTORY     - 1986     GOOD             USPSQD
 LW1148  HISTORY     - 1988     GOOD             USPSQD
 LW1148  HISTORY     - 1988     GOOD             USPSQD
 LW1148  HISTORY     - 19891214 GOOD             USPSQD
 LW1148  HISTORY     - 19901121 GOOD             USPSQD
 LW1148  HISTORY     - 20020710 GOOD             USPS
 LW1148  HISTORY     - 20040108 GOOD             INDIV
 LW1148
 LW1148                          STATION DESCRIPTION
 LW1148
 LW1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1148'4 MI W FROM HOPE VALLEY.
 LW1148'ABOUT 4.0 MILES SOUTH AND NORTHWEST ALONG STATE HIGHWAY 138 FROM
 LW1148'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, ABOUT 0.5 MILE NORTHWEST
 LW1148'OF THE JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTHWEST TO
 LW1148'YAWGOOG POND AND YAWGOOG BOY SCOUT CAMP, 150 FEET NORTHEAST OF
 LW1148'THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING EAST TO A
 LW1148'1 1/2 STORY FRAME HOUSE, SET ON THE TOP OF THE HIGHEST POINT OF
 LW1148'A LARGE BOULDER WHICH PROJECT 2 1/2 FEET ABOVE THE LEVEL OF THE
 LW1148'GROUND, 29 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1
 LW1148'FOOT WEST OF THE WEST FACE OF A STONE FENCE AND 2 FEET ABOVE
 LW1148'THE LEVEL OF THE HIGHWAY.
 LW1148
 LW1148                          STATION RECOVERY (1971)
 LW1148
 LW1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LW1148'RECOVERED IN GOOD CONDITION.
 LW1148
 LW1148                          STATION RECOVERY (1986)
 LW1148
 LW1148'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1148'RECOVERED IN GOOD CONDITION.
 LW1148
 LW1148                          STATION RECOVERY (1988)
 LW1148
 LW1148'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1148'RECOVERED IN GOOD CONDITION.
 LW1148
 LW1148                          STATION RECOVERY (1988)
 LW1148
 LW1148'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1148'RECOVERED IN GOOD CONDITION.
 LW1148
 LW1148                          STATION RECOVERY (1989)
 LW1148
 LW1148'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1148'RECOVERED IN GOOD CONDITION.
 LW1148
 LW1148                          STATION RECOVERY (1990)
 LW1148
 LW1148'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1148'RECOVERED IN GOOD CONDITION.
 LW1148
 LW1148                          STATION RECOVERY (2002)
 LW1148
 LW1148'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1148'RECOVERED IN GOOD CONDITION.
 LW1148
 LW1148                          STATION RECOVERY (2004)
 LW1148
 LW1148'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DKA)
 LW1148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0236 ***********************************************************************
 LW0236  DESIGNATION -  W 2
 LW0236  PID         -  LW0236
 LW0236  STATE/COUNTY-  RI/NEWPORT
 LW0236  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0236
 LW0236                         *CURRENT SURVEY CONTROL
 LW0236  ___________________________________________________________________
 LW0236* NAD 83(1986)-  41 35 38.     (N)    071 15 55.     (W)     SCALED    
 LW0236* NAVD 88     -        49.127  (meters)     161.18   (feet)  ADJUSTED  
 LW0236  ___________________________________________________________________
 LW0236  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW0236  DYNAMIC HT  -          49.111 (meters)     161.12  (feet)  COMP
 LW0236  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 LW0236
 LW0236  VERT ORDER  -  SECOND    CLASS 0
 LW0236
 LW0236.The horizontal coordinates were scaled from a topographic map and have
 LW0236.an estimated accuracy of +/- 6 seconds.
 LW0236
 LW0236.The orthometric height was determined by differential leveling
 LW0236.and adjusted by the National Geodetic Survey in June 1991..
 LW0236
 LW0236.The geoid height was determined by GEOID03.
 LW0236
 LW0236.The dynamic height is computed by dividing the NAVD 88
 LW0236.geopotential number by the normal gravity value computed on the
 LW0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0236.degrees latitude (g = 980.6199 gals.).
 LW0236
 LW0236.The modeled gravity was interpolated from observed gravity values.
 LW0236
 LW0236;                    North         East    Units  Estimated Accuracy
 LW0236;SPC RI       -    56,730.      119,570.      MT  (+/- 180 meters Scaled)
 LW0236
 LW0236                          SUPERSEDED SURVEY CONTROL
 LW0236
 LW0236  NGVD 29 (??/??/92)   49.389  (m)          162.04   (f) ADJ UNCH    2 0
 LW0236
 LW0236.Superseded values are not recommended for survey control.
 LW0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0236.See file dsdata.txt to determine how the superseded data were derived.
 LW0236
 LW0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG112071(NAD 83)
 LW0236_MARKER: DD = SURVEY DISK
 LW0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0236_SP_SET: CATCH BASIN
 LW0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0236
 LW0236  HISTORY     - Date     Condition        Report By
 LW0236  HISTORY     - UNK      MONUMENTED       USGS
 LW0236  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0236
 LW0236                          STATION DESCRIPTION
 LW0236
 LW0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0236'4.7 MI SW FROM TIVERTON.
 LW0236'4.7 MILES NORTHWEST OF TIVERTON, NEWPORT COUNTY, FROM THE POST
 LW0236'OFFICE 2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 138, THENCE 0.6
 LW0236'MILE NORTHWEST ALONG SPRAGUE STREET, AND THENCE 1.7 MILES
 LW0236'SOUTHWEST ALONG STATE HIGHWAY 114 (WEST MAIN ROAD), AT THE
 LW0236'JUNCTION OF A ROAD LEADING SOUTHEAST AND A LARGE TWO-STORY
 LW0236'WHITE HOUSE, 20.9 FEET NORTHWEST OF THE CENTERLINE OF THE
 LW0236'HIGHWAY, 41.2 FEET NORTHEAST OF POLE 273, 2.9 FEET SOUTHEAST
 LW0236'OF STONE FENCE, AND IN THE NORTH CORNER OF A CATCH BASIN.  THE
 LW0236'HIGHWAY HAS BEEN CHANGED IN THE AREA.  THE REMAINS OF A CATCH
 LW0236'BASIN WAS FOUND AT THE DESCRIBED LOCATION BUT MARK COULD NOT
 LW0236'BE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0233 ***********************************************************************
 LW0233  DESIGNATION -  W 2
 LW0233  PID         -  LW0233
 LW0233  STATE/COUNTY-  RI/NEWPORT
 LW0233  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0233
 LW0233                         *CURRENT SURVEY CONTROL
 LW0233  ___________________________________________________________________
 LW0233* NAD 83(1986)-  41 36 30.     (N)    071 15 34.     (W)     SCALED    
 LW0233* NAVD 88     -        47.740  (meters)     156.63   (feet)  ADJUSTED  
 LW0233  ___________________________________________________________________
 LW0233  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW0233  DYNAMIC HT  -          47.725 (meters)     156.58  (feet)  COMP
 LW0233  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 LW0233
 LW0233  VERT ORDER  -  SECOND    CLASS 0
 LW0233
 LW0233.The horizontal coordinates were scaled from a topographic map and have
 LW0233.an estimated accuracy of +/- 6 seconds.
 LW0233
 LW0233.The orthometric height was determined by differential leveling
 LW0233.and adjusted by the National Geodetic Survey in June 1991..
 LW0233
 LW0233.The geoid height was determined by GEOID03.
 LW0233
 LW0233.The dynamic height is computed by dividing the NAVD 88
 LW0233.geopotential number by the normal gravity value computed on the
 LW0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0233.degrees latitude (g = 980.6199 gals.).
 LW0233
 LW0233.The modeled gravity was interpolated from observed gravity values.
 LW0233
 LW0233;                    North         East    Units  Estimated Accuracy
 LW0233;SPC RI       -    58,330.      120,050.      MT  (+/- 180 meters Scaled)
 LW0233
 LW0233                          SUPERSEDED SURVEY CONTROL
 LW0233
 LW0233  NGVD 29 (??/??/92)   48.002  (m)          157.49   (f) ADJ UNCH    2 0
 LW0233
 LW0233.Superseded values are not recommended for survey control.
 LW0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0233.See file dsdata.txt to determine how the superseded data were derived.
 LW0233
 LW0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG117087(NAD 83)
 LW0233_MARKER: DB = BENCH MARK DISK
 LW0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0233_SP_SET: CULVERT
 LW0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0233
 LW0233  HISTORY     - Date     Condition        Report By
 LW0233  HISTORY     - UNK      MONUMENTED       CGS
 LW0233  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0233
 LW0233                          STATION DESCRIPTION
 LW0233
 LW0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0233'3.6 MI SW FROM TIVERTON.
 LW0233'3.6 MILES SOUTHWEST OF TIVERTON, NEWPORT COUNTY.  THIS BENCH
 LW0233'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 2.4 MILES
 LW0233'SOUTHWEST ALONG STATE HIGHWAY 138, THENCE 0.6 MILE NORTHWEST
 LW0233'ALONG SPRAGUE STREET, AND THENCE 0.6 MILE SOUTHWEST ALONG
 LW0233'STATE HIGHWAY 114 (WEST MAIN ROAD), AT THE JUNCTION OF THE
 LW0233'SOUTH DRIVE WAY TO A LARGE TWO-STORY BROWN SINGLE HOUSE NEAR
 LW0233'THE SUMMIT OF A HILL, 16.7 FEET WEST OF THE CENTERLINE OF THE
 LW0233'HIGHWAY, 3.3 FEET EAST OF POLE 24, AT A CULVERT, AND IN THE
 LW0233'CENTER OF THE NORTH HEADWALL.  THE HIGHWAY HAS BEEN CHANGED
 LW0233'AT THE DESCRIBED AREA AND MARK MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1179 ***********************************************************************
 LW1179  DESIGNATION -  W 20
 LW1179  PID         -  LW1179
 LW1179  STATE/COUNTY-  RI/KENT
 LW1179  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1179
 LW1179                         *CURRENT SURVEY CONTROL
 LW1179  ___________________________________________________________________
 LW1179* NAD 83(1986)-  41 40 46.     (N)    071 41 41.     (W)     SCALED    
 LW1179* NAVD 88     -       178.590  (meters)     585.92   (feet)  ADJUSTED  
 LW1179  ___________________________________________________________________
 LW1179  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW1179  DYNAMIC HT  -         178.526 (meters)     585.71  (feet)  COMP
 LW1179  MODELED GRAV-     980,262.7   (mgal)                       NAVD 88
 LW1179
 LW1179  VERT ORDER  -  FIRST     CLASS II
 LW1179
 LW1179.The horizontal coordinates were scaled from a topographic map and have
 LW1179.an estimated accuracy of +/- 6 seconds.
 LW1179
 LW1179.The orthometric height was determined by differential leveling
 LW1179.and adjusted by the National Geodetic Survey in June 1991..
 LW1179
 LW1179.The geoid height was determined by GEOID03.
 LW1179
 LW1179.The dynamic height is computed by dividing the NAVD 88
 LW1179.geopotential number by the normal gravity value computed on the
 LW1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1179.degrees latitude (g = 980.6199 gals.).
 LW1179
 LW1179.The modeled gravity was interpolated from observed gravity values.
 LW1179
 LW1179;                    North         East    Units  Estimated Accuracy
 LW1179;SPC RI       -    66,220.       83,790.      MT  (+/- 180 meters Scaled)
 LW1179
 LW1179                          SUPERSEDED SURVEY CONTROL
 LW1179
 LW1179  NGVD 29 (??/??/92)  178.831  (m)          586.71   (f) ADJ UNCH    1 2
 LW1179
 LW1179.Superseded values are not recommended for survey control.
 LW1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1179.See file dsdata.txt to determine how the superseded data were derived.
 LW1179
 LW1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG757176(NAD 83)
 LW1179_MARKER: DB = BENCH MARK DISK
 LW1179_SETTING: 66 = SET IN ROCK OUTCROP
 LW1179_SP_SET: ROCK LEDGE
 LW1179_STAMPING: W 20 1969
 LW1179_MARK LOGO: CGS   
 LW1179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1179+STABILITY: POSITION/ELEVATION WELL
 LW1179
 LW1179  HISTORY     - Date     Condition        Report By
 LW1179  HISTORY     - 1969     MONUMENTED       CGS
 LW1179  HISTORY     - 1984     GOOD             RIGS
 LW1179  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 LW1179  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1179  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1179  HISTORY     - 19900331 MARK NOT FOUND   USPSQD
 LW1179
 LW1179                          STATION DESCRIPTION
 LW1179
 LW1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1179'0.8 MI SE FROM SUMMIT.
 LW1179'ABOUT 0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 102 FROM THE
 LW1179'INTERSECTION OF STATE HIGHWAY 117, 180 FEET SOUTH OF THE CENTER
 LW1179'OF THE INTERSECTION OF THE HIGHWAY AND PERRY HILL ROAD, SET ON
 LW1179'THE TOP OF THE SOUTH END OF A ROCK LEDGE WHICH IS 15 FEET LONG
 LW1179'AND 4 FEET HIGH, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LW1179'3 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE ROCK AND 4 FEET
 LW1179'ABOVE THE LEVEL OF THE HIGHWAY.
 LW1179
 LW1179                          STATION RECOVERY (1984)
 LW1179
 LW1179'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1179'RECOVERED IN GOOD CONDITION.
 LW1179
 LW1179                          STATION RECOVERY (1986)
 LW1179
 LW1179'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1179'MARK NOT FOUND.
 LW1179
 LW1179                          STATION RECOVERY (1988)
 LW1179
 LW1179'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1179'MARK NOT FOUND.
 LW1179
 LW1179                          STATION RECOVERY (1989)
 LW1179
 LW1179'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1179'MARK NOT FOUND.
 LW1179
 LW1179                          STATION RECOVERY (1990)
 LW1179
 LW1179'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1654 ***********************************************************************
 LW1654  DESIGNATION -  W 20 RESET
 LW1654  PID         -  LW1654
 LW1654  STATE/COUNTY-  RI/KENT
 LW1654  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1654
 LW1654                         *CURRENT SURVEY CONTROL
 LW1654  ___________________________________________________________________
 LW1654* NAD 83(1996)-  41 40 54.35419(N)    071 41 38.06611(W)     ADJUSTED  
 LW1654* NAVD 88     -       179.359  (meters)     588.45   (feet)  ADJUSTED  
 LW1654  ___________________________________________________________________
 LW1654  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 LW1654  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW1654  DYNAMIC HT  -         179.295 (meters)     588.24  (feet)  COMP
 LW1654  MODELED GRAV-     980,263.2   (mgal)                       NAVD 88
 LW1654
 LW1654  HORZ ORDER  -  SECOND
 LW1654  VERT ORDER  -  FIRST     CLASS II
 LW1654
 LW1654.The horizontal coordinates were established by classical geodetic methods
 LW1654.and adjusted by the National Geodetic Survey in August 1998..
 LW1654
 LW1654.The orthometric height was determined by differential leveling
 LW1654.and adjusted by the National Geodetic Survey in June 1991..
 LW1654
 LW1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1654
 LW1654.The geoid height was determined by GEOID03.
 LW1654
 LW1654.The dynamic height is computed by dividing the NAVD 88
 LW1654.geopotential number by the normal gravity value computed on the
 LW1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1654.degrees latitude (g = 980.6199 gals.).
 LW1654
 LW1654.The modeled gravity was interpolated from observed gravity values.
 LW1654
 LW1654;                    North         East     Units Scale Factor Converg.
 LW1654;SPC RI       -    66,480.363    83,854.937   MT  0.99999696   -0 07 44.2
 LW1654;SPC RI       -   218,110.99    275,114.07   sFT  0.99999696   -0 07 44.2
 LW1654;SPC CT       -   247,163.875   392,729.922   MT  0.99998647   +0 42 00.9
 LW1654;SPC CT       -   810,903.48  1,288,481.42   sFT  0.99998647   +0 42 00.9
 LW1654;UTM  19      - 4,617,950.603   275,779.163   MT  1.00021872   -1 47 31.8
 LW1654
 LW1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1654!SPC RI       -   0.99997658  x   0.99999696  =   0.99997354
 LW1654!SPC CT       -   0.99997658  x   0.99998647  =   0.99996305
 LW1654!UTM  19      -   0.99997658  x   1.00021872  =   1.00019530
 LW1654
 LW1654                          SUPERSEDED SURVEY CONTROL
 LW1654
 LW1654  NAD 83(1996)-  41 40 54.35329(N)    071 41 38.06572(W) AD(       ) 2
 LW1654  NAD 83(1992)-  41 40 54.35294(N)    071 41 38.06538(W) AD(       ) 2
 LW1654  NAD 83(1992)-  41 40 54.35261(N)    071 41 38.06589(W) AD(       ) 2
 LW1654  NAD 83(1986)-  41 40 54.35250(N)    071 41 38.06584(W) AD(       ) 2
 LW1654  NGVD 29 (??/??/92)  179.601  (m)          589.24   (f) ADJ UNCH    1 2
 LW1654
 LW1654.Superseded values are not recommended for survey control.
 LW1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1654.See file dsdata.txt to determine how the superseded data were derived.
 LW1654
 LW1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7577917951(NAD 83)
 LW1654_MARKER: DB = BENCH MARK DISK
 LW1654_SETTING: 80 = SET IN A BOULDER
 LW1654_SP_SET: PARTIALLY EXPOSED BOULDER
 LW1654_STAMPING: W 20 RESET 1984
 LW1654_MARK LOGO: NGS   
 LW1654_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1654+STABILITY: SURFACE MOTION
 LW1654
 LW1654  HISTORY     - Date     Condition        Report By
 LW1654  HISTORY     - 1984     MONUMENTED       RIGS
 LW1654  HISTORY     - 1984     GOOD             RIGS
 LW1654  HISTORY     - 19870701 GOOD             RIGS
 LW1654
 LW1654                          STATION DESCRIPTION
 LW1654
 LW1654'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1654'0.7 MI SE FROM SUMMIT.
 LW1654'385 FEET NORTHEAST OF BM W 20 WHICH WAS DESCRIBED AS FOLLOWS--ABOUT
 LW1654'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 102 FROM THE INTERSECTION OF
 LW1654'STATE HIGHWAY 117, 180 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF
 LW1654'THE HIGHWAY AND PERRY HILL ROAD, SET ON THE TOP OF THE SOUTH END OF A
 LW1654'ROCK LEDGE WHICH IS 15 FEET LONG AND 4 FEET HIGH, 25 FEET WEST OF THE
 LW1654'CENTER LINE OF THE HIGHWAY, 3 FEET NORTHWEST OF THE SOUTHEAST CORNER
 LW1654'OF THE ROCK AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1654
 LW1654                          STATION RECOVERY (1984)
 LW1654
 LW1654'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1654'RECOVERED IN GOOD CONDITION.
 LW1654
 LW1654                          STATION RECOVERY (1987)
 LW1654
 LW1654'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1432 ***********************************************************************
 LW1432  DESIGNATION -  W 21
 LW1432  PID         -  LW1432
 LW1432  STATE/COUNTY-  RI/PROVIDENCE
 LW1432  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1432
 LW1432                         *CURRENT SURVEY CONTROL
 LW1432  ___________________________________________________________________
 LW1432* NAD 83(1986)-  41 46 18.     (N)    071 32 07.     (W)     SCALED    
 LW1432* NAVD 88     -       125.136  (meters)     410.55   (feet)  ADJUSTED  
 LW1432  ___________________________________________________________________
 LW1432  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW1432  DYNAMIC HT  -         125.094 (meters)     410.41  (feet)  COMP
 LW1432  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 LW1432
 LW1432  VERT ORDER  -  SECOND    CLASS 0
 LW1432
 LW1432.The horizontal coordinates were scaled from a topographic map and have
 LW1432.an estimated accuracy of +/- 6 seconds.
 LW1432
 LW1432.The orthometric height was determined by differential leveling
 LW1432.and adjusted by the National Geodetic Survey in June 1991..
 LW1432
 LW1432.The geoid height was determined by GEOID03.
 LW1432
 LW1432.The dynamic height is computed by dividing the NAVD 88
 LW1432.geopotential number by the normal gravity value computed on the
 LW1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1432.degrees latitude (g = 980.6199 gals.).
 LW1432
 LW1432.The modeled gravity was interpolated from observed gravity values.
 LW1432
 LW1432;                    North         East    Units  Estimated Accuracy
 LW1432;SPC RI       -    76,450.       97,070.      MT  (+/- 180 meters Scaled)
 LW1432
 LW1432                          SUPERSEDED SURVEY CONTROL
 LW1432
 LW1432  NGVD 29 (??/??/92)  125.387  (m)          411.37   (f) ADJ UNCH    2 0
 LW1432
 LW1432.Superseded values are not recommended for survey control.
 LW1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1432.See file dsdata.txt to determine how the superseded data were derived.
 LW1432
 LW1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG892275(NAD 83)
 LW1432_MARKER: DB = BENCH MARK DISK
 LW1432_SETTING: 66 = SET IN ROCK OUTCROP
 LW1432_SP_SET: ROCK OUTCROP
 LW1432_STAMPING: W 21 1969
 LW1432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1432+STABILITY: POSITION/ELEVATION WELL
 LW1432
 LW1432  HISTORY     - Date     Condition        Report By
 LW1432  HISTORY     - 1969     MONUMENTED       CGS
 LW1432  HISTORY     - 1987     GOOD             USPSQD
 LW1432  HISTORY     - 1989     GOOD             USPSQD
 LW1432  HISTORY     - 19950914 GOOD             USPSQD
 LW1432  HISTORY     - 19991231 GOOD             USPSQD
 LW1432  HISTORY     - 20041223 MARK NOT FOUND   USPSQD
 LW1432
 LW1432                          STATION DESCRIPTION
 LW1432
 LW1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1432'4.2 MI NE FROM HOPE.
 LW1432'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1432'OF STATE HIGHWAY 115 AT HOPE, THENCE 2.15 MILES EAST ALONG
 LW1432'STATE HIGHWAY 12, 120 1/2 FEET SOUTHEAST OF THE CENTER OF THE
 LW1432'INTERSECTION OF THE HIGHWAY AND PIPPIN ORCHARD ROAD, SET IN THE
 LW1432'TOP OF THE INTERSECTION OF THE HIGHWAY AND PIPPIN ORCHARD
 LW1432'ROAD, SET IN THE TOP OF THE SOUTHWEST END OF AN OUTCROPPING
 LW1432'ROCK WHICH IS 20 FEET LONG-8 FEET WIDE AND LEVEL WITH THE
 LW1432'GROUND, 97 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31
 LW1432'FEET EAST OF THE CENTER LINE OF PIPPIN ORCHARD ROAD, ABOUT
 LW1432'LEVEL WITH THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 LW1432
 LW1432                          STATION RECOVERY (1987)
 LW1432
 LW1432'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1432'RECOVERED IN GOOD CONDITION.
 LW1432
 LW1432                          STATION RECOVERY (1989)
 LW1432
 LW1432'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1432'RECOVERED IN GOOD CONDITION.
 LW1432
 LW1432                          STATION RECOVERY (1995)
 LW1432
 LW1432'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW1432'RECOVERED IN GOOD CONDITION.
 LW1432
 LW1432                          STATION RECOVERY (1999)
 LW1432
 LW1432'RECOVERY NOTE BY US POWER SQUADRON 1999
 LW1432'RECOVERED IN GOOD CONDITION.
 LW1432
 LW1432                          STATION RECOVERY (2004)
 LW1432
 LW1432'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAP)
 LW1432'DISK FORMERLY POSITIONED IN ROCK OUTCROP IS MISSING.
 LW1432'A SMALL DRILLED HOLE IS LOCATED WHER DISK WAS PREVIOUSLY LOCATED.
 LW1432' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0687 ***********************************************************************
 LW0687  DESIGNATION -  W 22
 LW0687  PID         -  LW0687
 LW0687  STATE/COUNTY-  RI/WASHINGTON
 LW0687  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0687
 LW0687                         *CURRENT SURVEY CONTROL
 LW0687  ___________________________________________________________________
 LW0687* NAD 83(1986)-  41 25 47.     (N)    071 29 36.     (W)     SCALED    
 LW0687* NAVD 88     -        10.412  (meters)      34.16   (feet)  ADJUSTED  
 LW0687  ___________________________________________________________________
 LW0687  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW0687  DYNAMIC HT  -          10.408 (meters)      34.15  (feet)  COMP
 LW0687  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LW0687
 LW0687  VERT ORDER  -  SECOND    CLASS 0
 LW0687
 LW0687.The horizontal coordinates were scaled from a topographic map and have
 LW0687.an estimated accuracy of +/- 6 seconds.
 LW0687
 LW0687.The orthometric height was determined by differential leveling
 LW0687.and adjusted by the National Geodetic Survey in April 1995..
 LW0687
 LW0687.The geoid height was determined by GEOID03.
 LW0687
 LW0687.The dynamic height is computed by dividing the NAVD 88
 LW0687.geopotential number by the normal gravity value computed on the
 LW0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0687.degrees latitude (g = 980.6199 gals.).
 LW0687
 LW0687.The modeled gravity was interpolated from observed gravity values.
 LW0687
 LW0687;                    North         East    Units  Estimated Accuracy
 LW0687;SPC RI       -    38,470.      100,560.      MT  (+/- 180 meters Scaled)
 LW0687
 LW0687                          SUPERSEDED SURVEY CONTROL
 LW0687
 LW0687  NAVD 88 (06/15/91)   10.423  (m)           34.20   (f) UNKNOWN     2 0
 LW0687  NGVD 29 (??/??/92)   10.703  (m)           35.11   (f) ADJ UNCH    2 0
 LW0687
 LW0687.Superseded values are not recommended for survey control.
 LW0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0687.See file dsdata.txt to determine how the superseded data were derived.
 LW0687
 LW0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF916894(NAD 83)
 LW0687_MARKER: DB = BENCH MARK DISK
 LW0687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0687_SP_SET: OVERPASS
 LW0687_STAMPING: W 22 1969
 LW0687_MARK LOGO: CGS   
 LW0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0687
 LW0687  HISTORY     - Date     Condition        Report By
 LW0687  HISTORY     - 1969     MONUMENTED       CGS
 LW0687  HISTORY     - 1987     GOOD             USPSQD
 LW0687  HISTORY     - 1989     GOOD             USPSQD
 LW0687  HISTORY     - 19900606 GOOD             RIGS
 LW0687
 LW0687                          STATION DESCRIPTION
 LW0687
 LW0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0687'0.4 MI E FROM WAKEFIELD.
 LW0687'0.4 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER POND
 LW0687'STREET AT WAKEFIELD, SET IN THE TOP AND 3.6 FEET WEST OF THE EAST
 LW0687'END OF THE SOUTH CONCRETE BASE FOR THE SOUTH GUARD RAIL OF THE
 LW0687'SOUTHBOUND LANE OF THE OVERPASS OVER SALT POND ROAD, 15.6 FEET
 LW0687'SOUTH OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY,
 LW0687'0.6 FOOT NORTH OF THE NORTH SIDE OF THE GUARD RAIL AND 1/2 FOOT
 LW0687'ABOVE THE LEVEL OF THE HIGHWAY.
 LW0687
 LW0687                          STATION RECOVERY (1987)
 LW0687
 LW0687'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0687'RECOVERED IN GOOD CONDITION.
 LW0687
 LW0687                          STATION RECOVERY (1989)
 LW0687
 LW0687'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0687'RECOVERED IN GOOD CONDITION.
 LW0687
 LW0687                          STATION RECOVERY (1990)
 LW0687
 LW0687'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0687'0.4 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER POND
 LW0687'STREET AT WAKEFIELD, SET IN THE TOP AND 3.6 FEET WEST OF THE EAST END
 LW0687'OF THE SOUTH CONCRETE BASE FOR THE SOUTH GUARD RAIL OF THE SOUTHBOUND
 LW0687'LANE OF THE OVERPASS OVER SALT POND ROAD, 15.6 FEET SOUTH OF THE
 LW0687'CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 0.6 FOOT NORTH OF
 LW0687'THE NORTH SIDE OF THE GUARD RAIL AND 1/2 FOOT ABOVE THE LEVEL OF THE
 LW0687'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0349 ***********************************************************************
 LW0349  DESIGNATION -  W 23
 LW0349  PID         -  LW0349
 LW0349  STATE/COUNTY-  RI/KENT
 LW0349  USGS QUAD   -  EAST GREENWICH (1975)
 LW0349
 LW0349                         *CURRENT SURVEY CONTROL
 LW0349  ___________________________________________________________________
 LW0349* NAD 83(1986)-  41 43 20.     (N)    071 28 00.     (W)     SCALED    
 LW0349* NAVD 88     -        16.291  (meters)      53.45   (feet)  ADJUSTED  
 LW0349  ___________________________________________________________________
 LW0349  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW0349  DYNAMIC HT  -          16.285 (meters)      53.43  (feet)  COMP
 LW0349  MODELED GRAV-     980,291.7   (mgal)                       NAVD 88
 LW0349
 LW0349  VERT ORDER  -  SECOND    CLASS 0
 LW0349
 LW0349.The horizontal coordinates were scaled from a topographic map and have
 LW0349.an estimated accuracy of +/- 6 seconds.
 LW0349
 LW0349.The orthometric height was determined by differential leveling
 LW0349.and adjusted by the National Geodetic Survey in June 1991..
 LW0349
 LW0349.The geoid height was determined by GEOID03.
 LW0349
 LW0349.The dynamic height is computed by dividing the NAVD 88
 LW0349.geopotential number by the normal gravity value computed on the
 LW0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0349.degrees latitude (g = 980.6199 gals.).
 LW0349
 LW0349.The modeled gravity was interpolated from observed gravity values.
 LW0349
 LW0349;                    North         East    Units  Estimated Accuracy
 LW0349;SPC RI       -    70,960.      102,770.      MT  (+/- 180 meters Scaled)
 LW0349
 LW0349                          SUPERSEDED SURVEY CONTROL
 LW0349
 LW0349  NGVD 29 (??/??/92)   16.548  (m)           54.29   (f) ADJ UNCH    2 0
 LW0349
 LW0349.Superseded values are not recommended for survey control.
 LW0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0349.See file dsdata.txt to determine how the superseded data were derived.
 LW0349
 LW0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG948218(NAD 83)
 LW0349_MARKER: DB = BENCH MARK DISK
 LW0349_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0349_SP_SET: PIER
 LW0349_STAMPING: W 23 1969
 LW0349_MARK LOGO: CGS   
 LW0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0349
 LW0349  HISTORY     - Date     Condition        Report By
 LW0349  HISTORY     - 1969     MONUMENTED       CGS
 LW0349  HISTORY     - 1986     GOOD             RIGS
 LW0349
 LW0349                          STATION DESCRIPTION
 LW0349
 LW0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0349'4.8 MI NE FROM WEST WARWICK.
 LW0349'ABOUT 4.85 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0349'OVERPASS OVER STATE HIGHWAY 2 AT WEST WARWICK, ALONG THE
 LW0349'NORTHBOUND LANE OF THE HIGHWAY, SET VERTICALLY IN THE NORTHEAST
 LW0349'SIDE OF THE NORTHEAST CONCRETE PIER OF THE SOUTHEAST ROW OF PIERS
 LW0349'FOR THE STATE HIGHWAY 5 (GREENWICH AVENUE) OVERPASS OVER THE
 LW0349'INTERSTATE HIGHWAY, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LW0349'NORTHBOUND LANE OF THE HIGHWAY, 2 1/2 FEET ABOVE THE LEVEL OF
 LW0349'THE GROUND AND 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0349
 LW0349                          STATION RECOVERY (1986)
 LW0349
 LW0349'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0542 ***********************************************************************
 LW0542  DESIGNATION -  W 24
 LW0542  PID         -  LW0542
 LW0542  STATE/COUNTY-  RI/PROVIDENCE
 LW0542  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW0542
 LW0542                         *CURRENT SURVEY CONTROL
 LW0542  ___________________________________________________________________
 LW0542* NAD 83(1986)-  41 46 48.     (N)    071 20 01.     (W)     SCALED    
 LW0542* NAVD 88     -         7.552  (meters)      24.78   (feet)  ADJUSTED  
 LW0542  ___________________________________________________________________
 LW0542  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW0542  DYNAMIC HT  -           7.549 (meters)      24.77  (feet)  COMP
 LW0542  MODELED GRAV-     980,316.1   (mgal)                       NAVD 88
 LW0542
 LW0542  VERT ORDER  -  SECOND    CLASS 0
 LW0542
 LW0542.The horizontal coordinates were scaled from a topographic map and have
 LW0542.an estimated accuracy of +/- 6 seconds.
 LW0542
 LW0542.The orthometric height was determined by differential leveling
 LW0542.and adjusted by the National Geodetic Survey in June 1991..
 LW0542
 LW0542.The geoid height was determined by GEOID03.
 LW0542
 LW0542.The dynamic height is computed by dividing the NAVD 88
 LW0542.geopotential number by the normal gravity value computed on the
 LW0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0542.degrees latitude (g = 980.6199 gals.).
 LW0542
 LW0542.The modeled gravity was interpolated from observed gravity values.
 LW0542
 LW0542;                    North         East    Units  Estimated Accuracy
 LW0542;SPC RI       -    77,390.      113,830.      MT  (+/- 180 meters Scaled)
 LW0542
 LW0542                          SUPERSEDED SURVEY CONTROL
 LW0542
 LW0542  NGVD 29 (??/??/92)    7.815  (m)           25.64   (f) ADJ UNCH    2 0
 LW0542
 LW0542.Superseded values are not recommended for survey control.
 LW0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0542.See file dsdata.txt to determine how the superseded data were derived.
 LW0542
 LW0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG060279(NAD 83)
 LW0542_MARKER: DB = BENCH MARK DISK
 LW0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0542_SP_SET: CONCRETE POST
 LW0542_STAMPING: W 24 1969
 LW0542_MARK LOGO: CGS   
 LW0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0542+STABILITY: SURFACE MOTION
 LW0542
 LW0542  HISTORY     - Date     Condition        Report By
 LW0542  HISTORY     - 1969     MONUMENTED       CGS
 LW0542  HISTORY     - 1987     GOOD             RIGS
 LW0542
 LW0542                          STATION DESCRIPTION
 LW0542
 LW0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0542'3.5 MI N FROM BARRINGTON.
 LW0542'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 114 AND 103 FROM THE
 LW0542'POST OFFICE AT BARRINGTON, SET IN THE CENTER OF A GRASSY TRIANGLE
 LW0542'FORMED BY THE JUNCTION OF HIGHWAYS AND FORBES STREET LEADING WEST
 LW0542'42.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF ENTRANCE ROAD TO
 LW0542'FORBES STREET FROM THE SOUTHBOUND LANE OF THE HIGHWAY, 41 FEET
 LW0542'NORTHEAST OF THE NORTHEAST CURB OF THE EXIT ROAD FROM FORBES
 LW0542'STREET, 35 FEET EAST OF THE EAST CURB OF THE SOUTHBOUND LANE
 LW0542'OF THE HIGHWAY, 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET
 LW0542'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0542
 LW0542                          STATION RECOVERY (1987)
 LW0542
 LW0542'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0542'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.  23.15
 LW0542'METERS (76.0 FT) NORTHWEST FROM A NET+T UTILITY POLE WITH POLICE BOX
 LW0542'100, 14.2 METERS (46.6 FT) SOUTH-SOUTHWEST FROM A NET+T UTILITY POLE
 LW0542'WITH LIGHT 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1247 ***********************************************************************
 LW1247  DESIGNATION -  W 25
 LW1247  PID         -  LW1247
 LW1247  STATE/COUNTY-  RI/PROVIDENCE
 LW1247  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1247
 LW1247                         *CURRENT SURVEY CONTROL
 LW1247  ___________________________________________________________________
 LW1247* NAD 83(1986)-  41 52 01.     (N)    071 45 50.     (W)     SCALED    
 LW1247* NAVD 88     -       236.859  (meters)     777.09   (feet)  ADJUSTED  
 LW1247  ___________________________________________________________________
 LW1247  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW1247  DYNAMIC HT  -         236.774 (meters)     776.82  (feet)  COMP
 LW1247  MODELED GRAV-     980,257.3   (mgal)                       NAVD 88
 LW1247
 LW1247  VERT ORDER  -  SECOND    CLASS 0
 LW1247
 LW1247.The horizontal coordinates were scaled from a topographic map and have
 LW1247.an estimated accuracy of +/- 6 seconds.
 LW1247
 LW1247.The orthometric height was determined by differential leveling
 LW1247.and adjusted by the National Geodetic Survey in June 1991..
 LW1247
 LW1247.The geoid height was determined by GEOID03.
 LW1247
 LW1247.The dynamic height is computed by dividing the NAVD 88
 LW1247.geopotential number by the normal gravity value computed on the
 LW1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1247.degrees latitude (g = 980.6199 gals.).
 LW1247
 LW1247.The modeled gravity was interpolated from observed gravity values.
 LW1247
 LW1247;                    North         East    Units  Estimated Accuracy
 LW1247;SPC RI       -    87,060.       78,090.      MT  (+/- 180 meters Scaled)
 LW1247
 LW1247                          SUPERSEDED SURVEY CONTROL
 LW1247
 LW1247  NGVD 29 (??/??/92)  237.096  (m)          777.87   (f) ADJ UNCH    2 0
 LW1247
 LW1247.Superseded values are not recommended for survey control.
 LW1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1247.See file dsdata.txt to determine how the superseded data were derived.
 LW1247
 LW1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG706386(NAD 83)
 LW1247_MARKER: DB = BENCH MARK DISK
 LW1247_SETTING: 66 = SET IN ROCK OUTCROP
 LW1247_SP_SET: ROCK OUTCROP
 LW1247_STAMPING: W 25 1969
 LW1247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1247+STABILITY: POSITION/ELEVATION WELL
 LW1247
 LW1247  HISTORY     - Date     Condition        Report By
 LW1247  HISTORY     - 1969     MONUMENTED       CGS
 LW1247  HISTORY     - 19900331 GOOD             USPSQD
 LW1247
 LW1247                          STATION DESCRIPTION
 LW1247
 LW1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1247'1 MI N FROM FOSTER.
 LW1247'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 94 FROM THE
 LW1247'INTERSECTION OF STATE HIGHWAY 101 AT FOSTER, SET ON THE TOP OF A
 LW1247'ROCK WHICH IS 6 FEET LONG AND PROJECTS 1 1/2 FEET ON THE WEST
 LW1247'SIDE, 45 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 LW1247'DRIVEWAY LEADING WEST TO A 1 1/2 STORY WHITE FRAME HOUSE, 23 FEET
 LW1247'EAST OF THE CENTER LINE OF THE HIGHWAY AND 2 1/2 FEET ABOVE THE
 LW1247'LEVEL OF THE HIGHWAY.
 LW1247
 LW1247                          STATION RECOVERY (1990)
 LW1247
 LW1247'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY6200 ***********************************************************************
 MY6200  DESIGNATION -  W 26 RESET
 MY6200  PID         -  MY6200
 MY6200  STATE/COUNTY-  RI/PROVIDENCE
 MY6200  USGS QUAD   -  BLACKSTONE (1979)
 MY6200
 MY6200                         *CURRENT SURVEY CONTROL
 MY6200  ___________________________________________________________________
 MY6200* NAD 83(1996)-  42 00 44.38729(N)    071 35 01.41356(W)     ADJUSTED  
 MY6200* NAVD 88     -        80.541  (meters)     264.24   (feet)  ADJUSTED  
 MY6200  ___________________________________________________________________
 MY6200  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 MY6200  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MY6200  DYNAMIC HT  -          80.514 (meters)     264.15  (feet)  COMP
 MY6200  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 MY6200
 MY6200  HORZ ORDER  -  SECOND
 MY6200  VERT ORDER  -  SECOND    CLASS II
 MY6200
 MY6200.The horizontal coordinates were established by classical geodetic methods
 MY6200.and adjusted by the National Geodetic Survey in August 1998..
 MY6200
 MY6200.The orthometric height was determined by differential leveling
 MY6200.and adjusted by the National Geodetic Survey in April 1995..
 MY6200
 MY6200.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY6200
 MY6200.The geoid height was determined by GEOID03.
 MY6200
 MY6200.The dynamic height is computed by dividing the NAVD 88
 MY6200.geopotential number by the normal gravity value computed on the
 MY6200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY6200.degrees latitude (g = 980.6199 gals.).
 MY6200
 MY6200.The modeled gravity was interpolated from observed gravity values.
 MY6200
 MY6200;                    North         East     Units Scale Factor Converg.
 MY6200;SPC RI       -   103,181.289    93,064.620   MT  0.99999434   -0 03 21.7
 MY6200;SPC RI       -   338,520.61    305,329.51   sFT  0.99999434   -0 03 21.7
 MY6200;SPC MA M     -   862,442.159   193,064.787   MT  0.99996992   -0 03 22.5
 MY6200;SPC MA M     - 2,829,528.98    633,413.39   sFT  0.99996992   -0 03 22.5
 MY6200;UTM  19      - 4,654,374.914   286,055.595   MT  1.00016325   -1 43 47.7
 MY6200
 MY6200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY6200!SPC RI       -   0.99999197  x   0.99999434  =   0.99998631
 MY6200!SPC MA M     -   0.99999197  x   0.99996992  =   0.99996189
 MY6200!UTM  19      -   0.99999197  x   1.00016325  =   1.00015522
 MY6200
 MY6200                          SUPERSEDED SURVEY CONTROL
 MY6200
 MY6200  NAD 83(1996)-  42 00 44.38721(N)    071 35 01.41355(W) AD(       ) 2
 MY6200  NAD 83(1992)-  42 00 44.38618(N)    071 35 01.41245(W) AD(       ) 2
 MY6200  NAD 83(1992)-  42 00 44.38614(N)    071 35 01.41248(W) AD(       ) 2
 MY6200  NAD 83(1986)-  42 00 44.38573(N)    071 35 01.41174(W) AD(       ) 2
 MY6200  NGVD 29 (06/08/94)   80.78   (m)          265.0    (f) LEVELING    3  
 MY6200
 MY6200.Superseded values are not recommended for survey control.
 MY6200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY6200.See file dsdata.txt to determine how the superseded data were derived.
 MY6200
 MY6200_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8605654375(NAD 83)
 MY6200_MARKER: DD = SURVEY DISK
 MY6200_SETTING: 80 = SET IN A BOULDER
 MY6200_SP_SET: IN DRILL HOLE IN A BOULDER
 MY6200_STAMPING: W 26 RESET 1987
 MY6200_MARK LOGO: RIGS  
 MY6200_MAGNETIC: N = NO MAGNETIC MATERIAL
 MY6200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY6200+STABILITY: SURFACE MOTION
 MY6200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MY6200+SATELLITE: SATELLITE OBSERVATIONS - 1987
 MY6200
 MY6200  HISTORY     - Date     Condition        Report By
 MY6200  HISTORY     - 1987     MONUMENTED       RIGS
 MY6200
 MY6200                          STATION DESCRIPTION
 MY6200
 MY6200'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 MY6200'THE STATION IS LOCATED ABOUT 1.28 KM (0.80 MI) NORTH OF SLATERSVILLE
 MY6200'CENTER, ON THE WEST SIDE OF THE HIGHWAY.  OWNERSHIP--STATE RIGHT OF
 MY6200'WAY.  TO REACH FROM STATE HIGHWAY 146 AT THE RHODE
 MY6200'ISLAND/MASSACHUSETTS STATE LINE, GO SOUTH 0.4 KM (0.25 MI) ON HIGHWAY
 MY6200'146 TO THE STATION ON THE RIGHT.  IT IS 13.4 M (44.0 FT) EAST
 MY6200'SOUTHEAST FROM THE EAST END PIER OF FOUR PIERS AT THE SOUTH END OF
 MY6200'CENTRAL STREET BRIDGE OVER HIGHWAY 146.  10.1 M (33.1 FT) SOUTHWEST
 MY6200'FROM THE CENTERLINE OF TWO TRAVEL LANES OF HIGHWAY 146 SOUTHBOUND,
 MY6200'4.1 M (13.5 FT) WEST FROM A CATCH BASIN.  THE MARK IS SET INTO A
 MY6200'DRILL HOLE IN A BOULDER OF 1.2 M (3.9 FT) LARGEST DIMENSION AND TWO
 MY6200'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0226 ***********************************************************************
 LW0226  DESIGNATION -  W 27
 LW0226  PID         -  LW0226
 LW0226  STATE/COUNTY-  RI/NEWPORT
 LW0226  USGS QUAD   -  FALL RIVER (1979)
 LW0226
 LW0226                         *CURRENT SURVEY CONTROL
 LW0226  ___________________________________________________________________
 LW0226* NAD 83(1986)-  41 37 56.     (N)    071 14 23.     (W)     SCALED    
 LW0226* NAVD 88     -         5.075  (meters)      16.65   (feet)  ADJUSTED  
 LW0226  ___________________________________________________________________
 LW0226  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW0226  DYNAMIC HT  -           5.074 (meters)      16.65  (feet)  COMP
 LW0226  MODELED GRAV-     980,298.7   (mgal)                       NAVD 88
 LW0226
 LW0226  VERT ORDER  -  SECOND    CLASS 0
 LW0226
 LW0226.The horizontal coordinates were scaled from a topographic map and have
 LW0226.an estimated accuracy of +/- 6 seconds.
 LW0226
 LW0226.The orthometric height was determined by differential leveling
 LW0226.and adjusted by the National Geodetic Survey in June 1991..
 LW0226
 LW0226.The geoid height was determined by GEOID03.
 LW0226
 LW0226.The dynamic height is computed by dividing the NAVD 88
 LW0226.geopotential number by the normal gravity value computed on the
 LW0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0226.degrees latitude (g = 980.6199 gals.).
 LW0226
 LW0226.The modeled gravity was interpolated from observed gravity values.
 LW0226
 LW0226;                    North         East    Units  Estimated Accuracy
 LW0226;SPC RI       -    60,990.      121,690.      MT  (+/- 180 meters Scaled)
 LW0226
 LW0226                          SUPERSEDED SURVEY CONTROL
 LW0226
 LW0226  NGVD 29 (??/??/92)    5.335  (m)           17.50   (f) ADJ UNCH    2 0
 LW0226
 LW0226.Superseded values are not recommended for survey control.
 LW0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0226.See file dsdata.txt to determine how the superseded data were derived.
 LW0226
 LW0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG134113(NAD 83)
 LW0226_MARKER: DB = BENCH MARK DISK
 LW0226_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LW0226_SP_SET: PREFAB CONC. POST IN EARTH
 LW0226_STAMPING: W 27 1969
 LW0226_MARK LOGO: CGS   
 LW0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0226
 LW0226  HISTORY     - Date     Condition        Report By
 LW0226  HISTORY     - 1969     MONUMENTED       CGS
 LW0226  HISTORY     - 19870701 GOOD             RIGS
 LW0226  HISTORY     - 20050906 MARK NOT FOUND   USPSQD
 LW0226
 LW0226                          STATION DESCRIPTION
 LW0226
 LW0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0226'1.2 MI SW FROM PORTSMOUTH.
 LW0226'ABOUT 1.15 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE WEST
 LW0226'END OF THE HIGHWAY BRIDGE OVER SAKONNET RIVER, 0.4 MILE NORTHEAST
 LW0226'OF THE OVERPASS OVER BOYD LANE, 102 FEET NORTHEAST OF THE
 LW0226'SOUTHEAST CORNER OF THE STEEL FENCE AROUND THE STATE ROAD
 LW0226'DEPARTMENT STORAGE YARD, 95 FEET EAST OF THE NORTHEAST CORNER
 LW0226'OF THE STEEL FENCE AROUND THE STORAGE YARD, 66 FEET NORTH OF THE
 LW0226'CENTER LINE OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY, 24 FEET
 LW0226'SOUTH OF THE CENTER LINE OF AN ABANDONED ROAD, 1.5 FEET SOUTH
 LW0226'OF THE NORTH RIGHT-OF-WAY FENCE LINE, 2 FEET WEST OF A METAL
 LW0226'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 LW0226'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 LW0226'OF THE GROUND.
 LW0226
 LW0226                          STATION RECOVERY (1987)
 LW0226
 LW0226'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0226'RECOVERED IN GOOD CONDITION.
 LW0226
 LW0226                          STATION RECOVERY (2005)
 LW0226
 LW0226'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0226'NEITHER THE WITNESS POST NOR THE STATION MARK WERE FOUND.  THERE IS
 LW0226'SOME REGRADING AROUND THE STATE HIGHWAY GARAGE AND IT APPEARS THAT THE
 LW0226'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0583 ***********************************************************************
 LW0583  DESIGNATION -  W 28
 LW0583  PID         -  LW0583
 LW0583  STATE/COUNTY-  RI/NEWPORT
 LW0583  USGS QUAD   -  NEWPORT (1975)
 LW0583
 LW0583                         *CURRENT SURVEY CONTROL
 LW0583  ___________________________________________________________________
 LW0583* NAD 83(1986)-  41 29 06.     (N)    071 18 52.     (W)     SCALED    
 LW0583* NAVD 88     -         5.080  (meters)      16.67   (feet)  ADJUSTED  
 LW0583  ___________________________________________________________________
 LW0583  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW0583  DYNAMIC HT  -           5.078 (meters)      16.66  (feet)  COMP
 LW0583  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 LW0583
 LW0583  VERT ORDER  -  SECOND    CLASS 0
 LW0583
 LW0583.The horizontal coordinates were scaled from a topographic map and have
 LW0583.an estimated accuracy of +/- 6 seconds.
 LW0583
 LW0583.The orthometric height was determined by differential leveling
 LW0583.and adjusted by the National Geodetic Survey in June 1991..
 LW0583
 LW0583.The geoid height was determined by GEOID03.
 LW0583
 LW0583.The dynamic height is computed by dividing the NAVD 88
 LW0583.geopotential number by the normal gravity value computed on the
 LW0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0583.degrees latitude (g = 980.6199 gals.).
 LW0583
 LW0583.The modeled gravity was interpolated from observed gravity values.
 LW0583
 LW0583;                    North         East    Units  Estimated Accuracy
 LW0583;SPC RI       -    44,630.      115,500.      MT  (+/- 180 meters Scaled)
 LW0583
 LW0583                          SUPERSEDED SURVEY CONTROL
 LW0583
 LW0583  NGVD 29 (??/??/92)    5.352  (m)           17.56   (f) ADJ UNCH    2 0
 LW0583
 LW0583.Superseded values are not recommended for survey control.
 LW0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0583.See file dsdata.txt to determine how the superseded data were derived.
 LW0583
 LW0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF067951(NAD 83)
 LW0583_MARKER: DB = BENCH MARK DISK
 LW0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0583_SP_SET: SANDSTONE WALL
 LW0583_STAMPING: W 28 1969
 LW0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0583
 LW0583  HISTORY     - Date     Condition        Report By
 LW0583  HISTORY     - 1969     MONUMENTED       CGS
 LW0583  HISTORY     - 1987     GOOD             USPSQD
 LW0583  HISTORY     - 1989     GOOD             USPSQD
 LW0583
 LW0583                          STATION DESCRIPTION
 LW0583
 LW0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0583'AT NEWPORT.
 LW0583'AT NEWPORT, AT THE MAIN POST OFFICE BUILDING, ALONG THAMES STREET,
 LW0583'BETWEEN FRANKLIN STREET AND MEMORIAL BLVD, SET VERTICALLY IN THE
 LW0583'NORTH SANDSTONE WALL NEAR THE NORTHWEST CORNER OF THE MAIN
 LW0583'POST OFFICE BUILDING, 82 FEET SOUTH OF THE CENTER LINE OF
 LW0583'FRANKLIN STREET, 30.5 FEET EAST OF THE EAST CURB OF THAMES
 LW0583'STREET, 3.5 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING AND
 LW0583'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 LW0583
 LW0583                          STATION RECOVERY (1987)
 LW0583
 LW0583'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0583'RECOVERED IN GOOD CONDITION.
 LW0583
 LW0583                          STATION RECOVERY (1989)
 LW0583
 LW0583'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0309 ***********************************************************************
 LW0309  DESIGNATION -  W 29
 LW0309  PID         -  LW0309
 LW0309  STATE/COUNTY-  RI/PROVIDENCE
 LW0309  USGS QUAD   -  PAWTUCKET (1975)
 LW0309
 LW0309                         *CURRENT SURVEY CONTROL
 LW0309  ___________________________________________________________________
 LW0309* NAD 83(1986)-  41 56 37.     (N)    071 24 11.     (W)     SCALED    
 LW0309* NAVD 88     -        77.081  (meters)     252.89   (feet)  ADJUSTED  
 LW0309  ___________________________________________________________________
 LW0309  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LW0309  DYNAMIC HT  -          77.058 (meters)     252.81  (feet)  COMP
 LW0309  MODELED GRAV-     980,324.5   (mgal)                       NAVD 88
 LW0309
 LW0309  VERT ORDER  -  SECOND    CLASS 0
 LW0309
 LW0309.The horizontal coordinates were scaled from a topographic map and have
 LW0309.an estimated accuracy of +/- 6 seconds.
 LW0309
 LW0309.The orthometric height was determined by differential leveling
 LW0309.and adjusted by the National Geodetic Survey in June 1991..
 LW0309
 LW0309.The geoid height was determined by GEOID03.
 LW0309
 LW0309.The dynamic height is computed by dividing the NAVD 88
 LW0309.geopotential number by the normal gravity value computed on the
 LW0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0309.degrees latitude (g = 980.6199 gals.).
 LW0309
 LW0309.The modeled gravity was interpolated from observed gravity values.
 LW0309
 LW0309;                    North         East    Units  Estimated Accuracy
 LW0309;SPC RI       -    95,550.      108,040.      MT  (+/- 180 meters Scaled)
 LW0309
 LW0309                          SUPERSEDED SURVEY CONTROL
 LW0309
 LW0309  NGVD 29 (??/??/92)   77.318  (m)          253.67   (f) ADJ UNCH    2 0
 LW0309
 LW0309.Superseded values are not recommended for survey control.
 LW0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0309.See file dsdata.txt to determine how the superseded data were derived.
 LW0309
 LW0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG008463(NAD 83)
 LW0309_MARKER: DB = BENCH MARK DISK
 LW0309_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0309_SP_SET: UNSPECIFIED ROCK
 LW0309_STAMPING: W 29 1969
 LW0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0309
 LW0309  HISTORY     - Date     Condition        Report By
 LW0309  HISTORY     - 1969     MONUMENTED       CGS
 LW0309  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 LW0309
 LW0309                          STATION DESCRIPTION
 LW0309
 LW0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0309'3.6 MI N FROM CUMBERLAND.
 LW0309'ABOUT 3.55 MILES NORTH ALONG STATE HIGHWAY 114 FROM THE TOWN HALL
 LW0309'AT CUMBERLAND, ABOUT 0.45 MILE SOUTH OF THE STATE HIGHWAY 114
 LW0309'OVERPASS OVER INTERSTATE HIGHWAY 295, ABOUT 0.1 MILE SOUTH OF THE
 LW0309'JUNCTION OF STATE HIGHWAY 116 LEADING NORTHWEST, SET ON THE TOP
 LW0309'OF A TRIANGULAR SHAPED ROCK WHICH IS ABOUT 5 FEET ACROSS AND
 LW0309'PROJECTS OUT OF A BANK AND UNDER A STONE FENCE, 23 1/2 FEET
 LW0309'EAST OF THE CENTER LINE OF THE HIGHWAY, 30 1/2 FEET NORTH OF THE
 LW0309'SOUTH END OF THE STONE WALL, 0.6 FOOT WEST OF THE WEST FACE OF
 LW0309'THE STONE FENCE, 2 1/2 FEET EAST OF THE WEST CORNER OF THE ROCK
 LW0309'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0309
 LW0309                          STATION RECOVERY (1969)
 LW0309
 LW0309'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 LW0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0382 ***********************************************************************
 LW0382  DESIGNATION -  W 30
 LW0382  PID         -  LW0382
 LW0382  STATE/COUNTY-  RI/PROVIDENCE
 LW0382  USGS QUAD   -  PAWTUCKET (1975)
 LW0382
 LW0382                         *CURRENT SURVEY CONTROL
 LW0382  ___________________________________________________________________
 LW0382* NAD 83(1986)-  41 52 45.     (N)    071 26 04.     (W)     SCALED    
 LW0382* NAVD 88     -        66.231  (meters)     217.29   (feet)  ADJUSTED  
 LW0382  ___________________________________________________________________
 LW0382  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LW0382  DYNAMIC HT  -          66.211 (meters)     217.23  (feet)  COMP
 LW0382  MODELED GRAV-     980,321.1   (mgal)                       NAVD 88
 LW0382
 LW0382  VERT ORDER  -  SECOND    CLASS 0
 LW0382
 LW0382.The horizontal coordinates were scaled from a topographic map and have
 LW0382.an estimated accuracy of +/- 6 seconds.
 LW0382
 LW0382.The orthometric height was determined by differential leveling
 LW0382.and adjusted by the National Geodetic Survey in June 1991..
 LW0382
 LW0382.The geoid height was determined by GEOID03.
 LW0382
 LW0382.The dynamic height is computed by dividing the NAVD 88
 LW0382.geopotential number by the normal gravity value computed on the
 LW0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0382.degrees latitude (g = 980.6199 gals.).
 LW0382
 LW0382.The modeled gravity was interpolated from observed gravity values.
 LW0382
 LW0382;                    North         East    Units  Estimated Accuracy
 LW0382;SPC RI       -    88,390.      105,440.      MT  (+/- 180 meters Scaled)
 LW0382
 LW0382                          SUPERSEDED SURVEY CONTROL
 LW0382
 LW0382  NGVD 29 (??/??/92)   66.475  (m)          218.09   (f) ADJ UNCH    2 0
 LW0382
 LW0382.Superseded values are not recommended for survey control.
 LW0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0382.See file dsdata.txt to determine how the superseded data were derived.
 LW0382
 LW0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG979392(NAD 83)
 LW0382_MARKER: DB = BENCH MARK DISK
 LW0382_SETTING: 66 = SET IN ROCK OUTCROP
 LW0382_SP_SET: ROCK LEDGE
 LW0382_STAMPING: W 30 1969
 LW0382_MARK LOGO: CGS   
 LW0382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0382+STABILITY: POSITION/ELEVATION WELL
 LW0382
 LW0382  HISTORY     - Date     Condition        Report By
 LW0382  HISTORY     - 1969     MONUMENTED       CGS
 LW0382  HISTORY     - 1985     GOOD             RIGS
 LW0382  HISTORY     - 19870928 GOOD             RIGS
 LW0382
 LW0382                          STATION DESCRIPTION
 LW0382
 LW0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0382'3.2 MI N FROM PROVIDENCE.
 LW0382'ABOUT 3.25 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0382'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0382'AT PROVIDENCE, ABOUT 0.4 MILE NORTH OF THE LINCOLN FARMS BRIDGE,
 LW0382'BETWEEN THE NORTH TWO OF THREE POWER LINE WHICH CROSSES OVER
 LW0382'THE HIGHWAY, SET IN THE TOP OF THE LOWEST POINT OF A ROCK LEDGE
 LW0382'WHICH IS AT THE BASE OF A ROCK CUT WHICH IS 100 YARDS LONG AND
 LW0382'20 FEET HIGH AT THE HIGHEST POINT, 46 FEET EAST OF THE CENTER
 LW0382'LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, DIRECTLY BELOW THE
 LW0382'SOUTH EDGE OF THE HIGH POINT OF THE CUT AND 2 FEET ABOVE THE
 LW0382'LEVEL OF THE HIGHWAY.
 LW0382
 LW0382                          STATION RECOVERY (1985)
 LW0382
 LW0382'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0382'RECOVERED IN GOOD CONDITION.
 LW0382
 LW0382                          STATION RECOVERY (1987)
 LW0382
 LW0382'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5613 ***********************************************************************
 LW5613  DESIGNATION -  W 30 RESET
 LW5613  PID         -  LW5613
 LW5613  STATE/COUNTY-  RI/PROVIDENCE
 LW5613  USGS QUAD   -  PAWTUCKET (1975)
 LW5613
 LW5613                         *CURRENT SURVEY CONTROL
 LW5613  ___________________________________________________________________
 LW5613* NAD 83(1986)-  41 52 45.     (N)    071 26 04.     (W)     SCALED    
 LW5613* NAVD 88     -        65.95   (meters)     216.4    (feet)  RESET     
 LW5613  ___________________________________________________________________
 LW5613  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LW5613
 LW5613  VERT ORDER  -  THIRD
 LW5613
 LW5613.The horizontal coordinates were scaled from a topographic map and have
 LW5613.an estimated accuracy of +/- 6 seconds.
 LW5613
 LW5613.The orthometric height was computed from unverified reset data.
 LW5613.No vertical observational check was made to the station.
 LW5613
 LW5613.The geoid height was determined by GEOID03.
 LW5613
 LW5613;                    North         East    Units  Estimated Accuracy
 LW5613;SPC RI       -    88,390.      105,440.      MT  (+/- 180 meters Scaled)
 LW5613
 LW5613                          SUPERSEDED SURVEY CONTROL
 LW5613
 LW5613  NGVD 29 (11/21/01)   66.19   (m)          217.2    (f) RESET       3  
 LW5613
 LW5613.Superseded values are not recommended for survey control.
 LW5613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5613.See file dsdata.txt to determine how the superseded data were derived.
 LW5613
 LW5613_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG979392(NAD 83)
 LW5613_MARKER: DB = BENCH MARK DISK
 LW5613_SETTING: 80 = SET IN A BOULDER
 LW5613_SP_SET: BOULDER
 LW5613_STAMPING: W 30 RESET 1987
 LW5613_MARK LOGO: NGS   
 LW5613_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5613+STABILITY: SURFACE MOTION
 LW5613
 LW5613  HISTORY     - Date     Condition        Report By
 LW5613  HISTORY     - 1988     MONUMENTED       RIGS
 LW5613
 LW5613                          STATION DESCRIPTION
 LW5613
 LW5613'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5613'TO REACH FROM THE INTERSTATE 95 OVERPASS OVER CHARLES STREET, IN
 LW5613'PROVIDENCE, GO NORTH ON CHARLES STREET AND STATE ROUTE 146 FOR ABOUT
 LW5613'5.2 KM (3.25 MI).  THE MARK IS ABOUT 1.75 KM (1.10 MI) SOUTH OF TWIN
 LW5613'RIVER ROAD BRIDGE OVERPASS OVER ROUTE 146.  THE MARK IS BETWEEN THE
 LW5613'NORTH TWO OF THREE POWER LINES WHICH CROSS OVER ROUTE 146.  THE MARK
 LW5613'IS 29.87 M (98.0 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 LW5613'OF ROUTE 146, 1.67 M (5.5 FT) WEST OF FIBERGLASS WITNESS POST, SET
 LW5613'INTO A BOULDER FLUSH WITH THE GROUND, AND ABOUT .6 M (2.0 FT) ABOVE
 LW5613'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0389 ***********************************************************************
 LW0389  DESIGNATION -  W 31
 LW0389  PID         -  LW0389
 LW0389  STATE/COUNTY-  RI/PROVIDENCE
 LW0389  USGS QUAD   -  PAWTUCKET (1975)
 LW0389
 LW0389                         *CURRENT SURVEY CONTROL
 LW0389  ___________________________________________________________________
 LW0389* NAD 83(1986)-  41 56 11.     (N)    071 28 07.     (W)     SCALED    
 LW0389* NAVD 88     -        98.154  (meters)     322.03   (feet)  ADJUSTED  
 LW0389  ___________________________________________________________________
 LW0389  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW0389  DYNAMIC HT  -          98.124 (meters)     321.93  (feet)  COMP
 LW0389  MODELED GRAV-     980,313.6   (mgal)                       NAVD 88
 LW0389
 LW0389  VERT ORDER  -  SECOND    CLASS 0
 LW0389
 LW0389.The horizontal coordinates were scaled from a topographic map and have
 LW0389.an estimated accuracy of +/- 6 seconds.
 LW0389
 LW0389.The orthometric height was determined by differential leveling
 LW0389.and adjusted by the National Geodetic Survey in June 1991..
 LW0389
 LW0389.The geoid height was determined by GEOID03.
 LW0389
 LW0389.The dynamic height is computed by dividing the NAVD 88
 LW0389.geopotential number by the normal gravity value computed on the
 LW0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0389.degrees latitude (g = 980.6199 gals.).
 LW0389
 LW0389.The modeled gravity was interpolated from observed gravity values.
 LW0389
 LW0389;                    North         East    Units  Estimated Accuracy
 LW0389;SPC RI       -    94,740.      102,600.      MT  (+/- 180 meters Scaled)
 LW0389
 LW0389                          SUPERSEDED SURVEY CONTROL
 LW0389
 LW0389  NGVD 29 (??/??/92)   98.393  (m)          322.81   (f) ADJ UNCH    2 0
 LW0389
 LW0389.Superseded values are not recommended for survey control.
 LW0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0389.See file dsdata.txt to determine how the superseded data were derived.
 LW0389
 LW0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG953456(NAD 83)
 LW0389_MARKER: DB = BENCH MARK DISK
 LW0389_SETTING: 66 = SET IN ROCK OUTCROP
 LW0389_SP_SET: ROCK LEDGE
 LW0389_STAMPING: W 31 1969
 LW0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0389+STABILITY: POSITION/ELEVATION WELL
 LW0389
 LW0389  HISTORY     - Date     Condition        Report By
 LW0389  HISTORY     - 1969     MONUMENTED       CGS
 LW0389  HISTORY     - 1981     MARK NOT FOUND   USGS
 LW0389
 LW0389                          STATION DESCRIPTION
 LW0389
 LW0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0389'7.6 MI N FROM PROVIDENCE.
 LW0389'ABOUT 7.6 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0389'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0389'AT PROVIDENCE, ABOUT 0.15 MILE NORTH OF THE OVERPASS OVER STATE
 LW0389'HIGHWAY 116, AT THE JUNCTION OF THE EXIT DRIVE FROM THE SOUTHBOUND
 LW0389'LANE OF STATE HIGHWAY 146 TO THE WESTBOUND LANE OF STATE HIGHWAY
 LW0389'116, SET IN THE TOP OF A SLOPING ROCK LEDGE WHICH IS 10 FEET
 LW0389'WIDE AT GROUND LEVEL AND 3 FEET HIGH, LOCATED AT THE BASE OF A
 LW0389'ROCK CUT WHICH IS ABOUT 0.1 MILE LONG AND 25 FEET HIGH, 35.8 FEET
 LW0389'EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY,
 LW0389'15 FEET NORTH OF A SHARP POINT ON A SLIGHT OVERHANG AT THE TOP
 LW0389'OF THE CUT AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0389
 LW0389                          STATION RECOVERY (1981)
 LW0389
 LW0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LW0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0409 ***********************************************************************
 LW0409  DESIGNATION -  W 32
 LW0409  PID         -  LW0409
 LW0409  STATE/COUNTY-  RI/PROVIDENCE
 LW0409  USGS QUAD   -  PROVIDENCE (1975)
 LW0409
 LW0409                         *CURRENT SURVEY CONTROL
 LW0409  ___________________________________________________________________
 LW0409* NAD 83(1986)-  41 48 59.     (N)    071 29 45.     (W)     SCALED    
 LW0409* NAVD 88     -        37.399  (meters)     122.70   (feet)  ADJUSTED  
 LW0409  ___________________________________________________________________
 LW0409  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW0409  DYNAMIC HT  -          37.386 (meters)     122.66  (feet)  COMP
 LW0409  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 LW0409
 LW0409  VERT ORDER  -  SECOND    CLASS 0
 LW0409
 LW0409.The horizontal coordinates were scaled from a topographic map and have
 LW0409.an estimated accuracy of +/- 6 seconds.
 LW0409
 LW0409.The orthometric height was determined by differential leveling
 LW0409.and adjusted by the National Geodetic Survey in June 1991..
 LW0409
 LW0409.The geoid height was determined by GEOID03.
 LW0409
 LW0409.The dynamic height is computed by dividing the NAVD 88
 LW0409.geopotential number by the normal gravity value computed on the
 LW0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0409.degrees latitude (g = 980.6199 gals.).
 LW0409
 LW0409.The modeled gravity was interpolated from observed gravity values.
 LW0409
 LW0409;                    North         East    Units  Estimated Accuracy
 LW0409;SPC RI       -    81,420.      100,350.      MT  (+/- 180 meters Scaled)
 LW0409
 LW0409                          SUPERSEDED SURVEY CONTROL
 LW0409
 LW0409  NGVD 29 (??/??/92)   37.651  (m)          123.53   (f) ADJ UNCH    2 0
 LW0409
 LW0409.Superseded values are not recommended for survey control.
 LW0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0409.See file dsdata.txt to determine how the superseded data were derived.
 LW0409
 LW0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG927324(NAD 83)
 LW0409_MARKER: DB = BENCH MARK DISK
 LW0409_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW0409_SP_SET: HEADWALL
 LW0409_STAMPING: W 32 1969
 LW0409_MARK LOGO: CGS   
 LW0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0409+STABILITY: SURFACE MOTION
 LW0409
 LW0409  HISTORY     - Date     Condition        Report By
 LW0409  HISTORY     - 1969     MONUMENTED       CGS
 LW0409  HISTORY     - 1987     GOOD             RIGS
 LW0409  HISTORY     - 1988     GOOD             RIGS
 LW0409
 LW0409                          STATION DESCRIPTION
 LW0409
 LW0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0409'0.6 MI S FROM JOHNSTON.
 LW0409'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION
 LW0409'OF U.S. HIGHWAY 6, THENCE 0.05 MILE EAST ALONG THE NORTHBOUND
 LW0409'ENTRANCE RAMP TO INTERSTATE HIGHWAY 295, SET ON THE TOP OF THE
 LW0409'WEST END OF THE SOUTH HEAD WALL FOR A 10-FOOT BOX CULVERT UNDER
 LW0409'INTERSTATE HIGHWAY 295 AND OVER THE POCASSET RIVER, 7.5 FEET
 LW0409'SOUTH OF THE SOUTH CURB OF THE ENTRANCE RAMP, ABOUT LEVEL WITH
 LW0409'THE RAMP AND 8 FEET ABOVE THE LEVEL OF STATE HIGHWAY 5.
 LW0409
 LW0409                          STATION RECOVERY (1987)
 LW0409
 LW0409'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0409'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGE.  ALL
 LW0409'REFERENCES IN PREVIOUS DESCRIPTIONS TO INTERSTATE HIGHWAY 295 SHOULD
 LW0409'BE CHANGED TO READ RHODE ISLAND STATE HIGHWAY 195.
 LW0409
 LW0409                          STATION RECOVERY (1988)
 LW0409
 LW0409'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0434 ***********************************************************************
 LW0434  DESIGNATION -  W 33
 LW0434  PID         -  LW0434
 LW0434  STATE/COUNTY-  RI/PROVIDENCE
 LW0434  USGS QUAD   -  PROVIDENCE (1975)
 LW0434
 LW0434                         *CURRENT SURVEY CONTROL
 LW0434  ___________________________________________________________________
 LW0434* NAD 83(1986)-  41 51 19.     (N)    071 28 38.     (W)     SCALED    
 LW0434* NAVD 88     -        42.385  (meters)     139.06   (feet)  ADJUSTED  
 LW0434  ___________________________________________________________________
 LW0434  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW0434  DYNAMIC HT  -          42.372 (meters)     139.02  (feet)  COMP
 LW0434  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 LW0434
 LW0434  VERT ORDER  -  SECOND    CLASS 0
 LW0434
 LW0434.The horizontal coordinates were scaled from a topographic map and have
 LW0434.an estimated accuracy of +/- 6 seconds.
 LW0434
 LW0434.The orthometric height was determined by differential leveling
 LW0434.and adjusted by the National Geodetic Survey in June 1991..
 LW0434
 LW0434.The geoid height was determined by GEOID03.
 LW0434
 LW0434.The dynamic height is computed by dividing the NAVD 88
 LW0434.geopotential number by the normal gravity value computed on the
 LW0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0434.degrees latitude (g = 980.6199 gals.).
 LW0434
 LW0434.The modeled gravity was interpolated from observed gravity values.
 LW0434
 LW0434;                    North         East    Units  Estimated Accuracy
 LW0434;SPC RI       -    85,730.      101,890.      MT  (+/- 180 meters Scaled)
 LW0434
 LW0434                          SUPERSEDED SURVEY CONTROL
 LW0434
 LW0434  NGVD 29 (??/??/92)   42.633  (m)          139.87   (f) ADJ UNCH    2 0
 LW0434
 LW0434.Superseded values are not recommended for survey control.
 LW0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0434.See file dsdata.txt to determine how the superseded data were derived.
 LW0434
 LW0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG943366(NAD 83)
 LW0434_MARKER: DB = BENCH MARK DISK
 LW0434_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0434_SP_SET: UNSPECIFIED ROCK
 LW0434_STAMPING: W 33 1969
 LW0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0434
 LW0434  HISTORY     - Date     Condition        Report By
 LW0434  HISTORY     - 1969     MONUMENTED       CGS
 LW0434
 LW0434                          STATION DESCRIPTION
 LW0434
 LW0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0434'AT NORTH PROVIDENCE.
 LW0434'AT NORTH PROVIDENCE, ABOUT 1.9 MILES NORTHWEST ALONG U.S. HIGHWAY
 LW0434'44 FROM THE LA SALLE ACADEMY AT NORTH PROVIDENCE, AT THE CLOVERDALE
 LW0434'SECTION OF NORTH PROVIDENCE, ABOUT 0.45 MILE SOUTHEAST OF THE
 LW0434'JUNCTION OF STATE HIGHWAY 104 AND THE CENTER DALE POST OFFICE,
 LW0434'ABOUT 65 YARDS NORTH OF THE JUNCTION OF ANGELL STREET, SET IN
 LW0434'THE TOP OF A ROCK WHICH IS 8 FEET LONG-3 FEET HIGH WITH A
 LW0434'STONE RETAINING WALL BUILT OVER THE ROCK, 108 FEET NORTHEAST OF
 LW0434'THE NORTHEAST CURB OF THE HWY (SMITH STREET), 24 FEET EAST OF
 LW0434'THE CENTER LINE OF ANGELL STREET, 42 FEET NORTH OF THE WEST
 LW0434'END OF THE BOTTOM STEP OF THE CONCRETE STEPS LEADING TO A ONE
 LW0434'STORY RED HOUSE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1111 ***********************************************************************
 LW1111  DESIGNATION -  W 9
 LW1111  PID         -  LW1111
 LW1111  STATE/COUNTY-  RI/PROVIDENCE
 LW1111  USGS QUAD   -  CLAYVILLE (1975)
 LW1111
 LW1111                         *CURRENT SURVEY CONTROL
 LW1111  ___________________________________________________________________
 LW1111* NAD 83(1986)-  41 51 06.     (N)    071 42 56.     (W)     SCALED    
 LW1111* NAVD 88     -       164.012  (meters)     538.10   (feet)  ADJUSTED  
 LW1111  ___________________________________________________________________
 LW1111  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW1111  DYNAMIC HT  -         163.954 (meters)     537.91  (feet)  COMP
 LW1111  MODELED GRAV-     980,267.5   (mgal)                       NAVD 88
 LW1111
 LW1111  VERT ORDER  -  SECOND    CLASS 0
 LW1111
 LW1111.The horizontal coordinates were scaled from a topographic map and have
 LW1111.an estimated accuracy of +/- 6 seconds.
 LW1111
 LW1111.The orthometric height was determined by differential leveling
 LW1111.and adjusted by the National Geodetic Survey in June 1991..
 LW1111
 LW1111.The geoid height was determined by GEOID03.
 LW1111
 LW1111.The dynamic height is computed by dividing the NAVD 88
 LW1111.geopotential number by the normal gravity value computed on the
 LW1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1111.degrees latitude (g = 980.6199 gals.).
 LW1111
 LW1111.The modeled gravity was interpolated from observed gravity values.
 LW1111
 LW1111;                    North         East    Units  Estimated Accuracy
 LW1111;SPC RI       -    85,360.       82,100.      MT  (+/- 180 meters Scaled)
 LW1111
 LW1111                          SUPERSEDED SURVEY CONTROL
 LW1111
 LW1111  NGVD 29 (??/??/92)  164.254  (m)          538.89   (f) ADJ UNCH    2 0
 LW1111
 LW1111.Superseded values are not recommended for survey control.
 LW1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1111.See file dsdata.txt to determine how the superseded data were derived.
 LW1111
 LW1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG745368(NAD 83)
 LW1111_MARKER: DB = BENCH MARK DISK
 LW1111_SETTING: 66 = SET IN ROCK OUTCROP
 LW1111_SP_SET: ROCK CUT
 LW1111_STAMPING: W 9 1958
 LW1111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1111+STABILITY: POSITION/ELEVATION WELL
 LW1111
 LW1111  HISTORY     - Date     Condition        Report By
 LW1111  HISTORY     - 1958     MONUMENTED       CGS
 LW1111  HISTORY     - 1986     GOOD             USPSQD
 LW1111  HISTORY     - 1988     GOOD             USPSQD
 LW1111
 LW1111                          STATION DESCRIPTION
 LW1111
 LW1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1111'9.2 MI E FROM DAYVILLE.
 LW1111'9.25 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LW1111'AT DAYVILLE, SET IN THE TOP OF A ROCK AT THE TOP OF A ROCK
 LW1111'CUT, AT THE JUNCTION OF A BLACKTOP ROAD SOUTH, 42 FEET NORTH
 LW1111'OF THE CENTERLINE OF THE HIGHWAY, 20 FEET WEST OF THE EXTENDED
 LW1111'CENTERLINE OF THE BLACKTOP ROAD SOUTH, 54 FEET NORTHWEST OF THE
 LW1111'JUNCTION, 75 FEET WEST OF POWER POLE 32, ABOUT 7 FEET ABOVE THE
 LW1111'LEVEL OF THE HIGHWAY.
 LW1111
 LW1111                          STATION RECOVERY (1986)
 LW1111
 LW1111'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1111'RECOVERED IN GOOD CONDITION.
 LW1111
 LW1111                          STATION RECOVERY (1988)
 LW1111
 LW1111'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2359 ***********************************************************************
 LW2359  DESIGNATION -  W BARRINGTON ACKMON CORP TANK
 LW2359  PID         -  LW2359
 LW2359  STATE/COUNTY-  RI/BRISTOL
 LW2359  USGS QUAD   -  BRISTOL (1975)
 LW2359
 LW2359                         *CURRENT SURVEY CONTROL
 LW2359  ___________________________________________________________________
 LW2359* NAD 83(1996)-  41 44 58.10181(N)    071 20 53.66885(W)     ADJUSTED  
 LW2359* NAVD 88     -                                                        
 LW2359  ___________________________________________________________________
 LW2359  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 LW2359  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW2359
 LW2359  HORZ ORDER  -  THIRD
 LW2359
 LW2359.The horizontal coordinates were established by classical geodetic methods
 LW2359.and adjusted by the National Geodetic Survey in August 1998..
 LW2359
 LW2359
 LW2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2359
 LW2359.The geoid height was determined by GEOID03.
 LW2359
 LW2359;                    North         East     Units Scale Factor Converg.
 LW2359;SPC RI       -    73,993.420   112,622.440   MT  0.99999571   +0 06 03.8
 LW2359;SPC RI       -   242,760.08    369,495.46   sFT  0.99999571   +0 06 03.8
 LW2359;SPC MA M     -   833,254.751   212,622.452   MT  0.99999536   +0 06 07.0
 LW2359;SPC MA M     - 2,733,769.96    697,578.83   sFT  0.99999536   +0 06 07.0
 LW2359;UTM  19      - 4,624,626.018   304,756.999   MT  1.00006911   -1 33 50.9
 LW2359
 LW2359                          SUPERSEDED SURVEY CONTROL
 LW2359
 LW2359  NAD 83(1996)-  41 44 58.10143(N)    071 20 53.66854(W) AD(       ) 4
 LW2359  NAD 83(1992)-  41 44 58.10027(N)    071 20 53.66799(W) AD(       ) 4
 LW2359  NAD 83(1992)-  41 44 58.09992(N)    071 20 53.66790(W) AD(       ) 4
 LW2359  NAD 83(1986)-  41 44 58.10025(N)    071 20 53.66786(W) AD(       ) 4
 LW2359  NAD 27      -  41 44 57.73649(N)    071 20 55.47041(W) AD(       ) 3
 LW2359
 LW2359.Superseded values are not recommended for survey control.
 LW2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2359.See file dsdata.txt to determine how the superseded data were derived.
 LW2359
 LW2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0475724626(NAD 83)
 LW2359
 LW2359  HISTORY     - Date     Condition        Report By
 LW2359  HISTORY     - 1958     MONUMENTED       CGS
 LW2359  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2359
 LW2359                          STATION DESCRIPTION
 LW2359
 LW2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2359'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN THE
 LW2359'DOWNTOWN AREA OF WEST BARRINGTON JUST SOUTH OF BAY SPRING
 LW2359'AVENUE.  IT IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE WITH AN
 LW2359'OVERALL HEIGHT OF APPROXIMATELY 70 FEET.  THE TANK AND SUPPORTING
 LW2359'STRUCTURE ARE PAINTED SILVER.
 LW2359'
 LW2359'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WEST
 LW2359'BARRINGTON, GO WEST ON BAY SPRING AVENUE FOR 0.2 MILE TO THE
 LW2359'TANK ON THE LEFT.
 LW2359
 LW2359                          STATION RECOVERY (1968)
 LW2359
 LW2359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2359'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2360 ***********************************************************************
 LW2360  DESIGNATION -  W BARRINGTON BRISTOL STANDPIPE
 LW2360  PID         -  LW2360
 LW2360  STATE/COUNTY-  RI/BRISTOL
 LW2360  USGS QUAD   -  BRISTOL (1975)
 LW2360
 LW2360                         *CURRENT SURVEY CONTROL
 LW2360  ___________________________________________________________________
 LW2360* NAD 83(1996)-  41 44 57.12232(N)    071 20 20.80132(W)     ADJUSTED  
 LW2360* NAVD 88     -                                                        
 LW2360  ___________________________________________________________________
 LW2360  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 LW2360  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW2360
 LW2360  HORZ ORDER  -  THIRD
 LW2360
 LW2360.The horizontal coordinates were established by classical geodetic methods
 LW2360.and adjusted by the National Geodetic Survey in August 1998..
 LW2360
 LW2360
 LW2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2360
 LW2360.The geoid height was determined by GEOID03.
 LW2360
 LW2360;                    North         East     Units Scale Factor Converg.
 LW2360;SPC RI       -    73,964.580   113,381.868   MT  0.99999595   +0 06 25.7
 LW2360;SPC RI       -   242,665.46    371,987.01   sFT  0.99999595   +0 06 25.7
 LW2360;SPC MA M     -   833,225.923   213,381.880   MT  0.99999540   +0 06 29.1
 LW2360;SPC MA M     - 2,733,675.38    700,070.38   sFT  0.99999540   +0 06 29.1
 LW2360;UTM  19      - 4,624,575.119   305,515.323   MT  1.00006547   -1 33 28.9
 LW2360
 LW2360                          SUPERSEDED SURVEY CONTROL
 LW2360
 LW2360  NAD 83(1996)-  41 44 57.12194(N)    071 20 20.80101(W) AD(       ) 4
 LW2360  NAD 83(1992)-  41 44 57.12080(N)    071 20 20.80045(W) AD(       ) 4
 LW2360  NAD 83(1992)-  41 44 57.12044(N)    071 20 20.80035(W) AD(       ) 4
 LW2360  NAD 83(1986)-  41 44 57.12077(N)    071 20 20.80030(W) AD(       ) 4
 LW2360  NAD 27      -  41 44 56.75660(N)    071 20 22.60908(W) AD(       ) 3
 LW2360
 LW2360.Superseded values are not recommended for survey control.
 LW2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2360.See file dsdata.txt to determine how the superseded data were derived.
 LW2360
 LW2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0551524575(NAD 83)
 LW2360
 LW2360  HISTORY     - Date     Condition        Report By
 LW2360  HISTORY     - 1958     MONUMENTED       CGS
 LW2360  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2360
 LW2360                          STATION DESCRIPTION
 LW2360
 LW2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2360'THE STATION IS THE CENTER OF THE STANDPIPE LOCATED AT THE EXTREME
 LW2360'SOUTHERN TIP OF EAST PROVIDENCE.  THE STANDPIPE IS PAINTED SILVER
 LW2360'AND THE HEIGHT IS 90 FEET.
 LW2360'
 LW2360'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WEST
 LW2360'BARRINGTON, GO EAST ON BAY SPRING AVENUE FOR 0.1 MILE TO WASHINGTON
 LW2360'ROAD.  TURN LEFT AND GO NORTH ON WASHINGTON ROAD FOR 0.1 MILE TO
 LW2360'INTERSECTION OF FOUNTAIN AVENUE.  TURN RIGHT AND GO EAST FOR 0.05
 LW2360'MILE TO THE STATION.
 LW2360
 LW2360                          STATION RECOVERY (1968)
 LW2360
 LW2360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2360'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2361 ***********************************************************************
 LW2361  DESIGNATION -  W BARRINGTON RI LACE WORKS TK
 LW2361  PID         -  LW2361
 LW2361  STATE/COUNTY-  RI/BRISTOL
 LW2361  USGS QUAD   -  BRISTOL (1975)
 LW2361
 LW2361                         *CURRENT SURVEY CONTROL
 LW2361  ___________________________________________________________________
 LW2361* NAD 83(1996)-  41 44 59.25085(N)    071 20 40.13973(W)     ADJUSTED  
 LW2361* NAVD 88     -                                                        
 LW2361  ___________________________________________________________________
 LW2361  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 LW2361  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW2361
 LW2361  HORZ ORDER  -  THIRD
 LW2361
 LW2361.The horizontal coordinates were established by classical geodetic methods
 LW2361.and adjusted by the National Geodetic Survey in August 1998..
 LW2361
 LW2361
 LW2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2361
 LW2361.The geoid height was determined by GEOID03.
 LW2361
 LW2361;                    North         East     Units Scale Factor Converg.
 LW2361;SPC RI       -    74,029.428   112,934.953   MT  0.99999581   +0 06 12.8
 LW2361;SPC RI       -   242,878.22    370,520.76   sFT  0.99999581   +0 06 12.8
 LW2361;SPC MA M     -   833,290.764   212,934.964   MT  0.99999532   +0 06 16.1
 LW2361;SPC MA M     - 2,733,888.11    698,604.13   sFT  0.99999532   +0 06 16.1
 LW2361;UTM  19      - 4,624,652.932   305,070.449   MT  1.00006760   -1 33 41.9
 LW2361
 LW2361                          SUPERSEDED SURVEY CONTROL
 LW2361
 LW2361  NAD 83(1996)-  41 44 59.25049(N)    071 20 40.13942(W) AD(       ) 4
 LW2361  NAD 83(1992)-  41 44 59.24933(N)    071 20 40.13887(W) AD(       ) 4
 LW2361  NAD 83(1992)-  41 44 59.24898(N)    071 20 40.13877(W) AD(       ) 4
 LW2361  NAD 83(1986)-  41 44 59.24928(N)    071 20 40.13871(W) AD(       ) 4
 LW2361  NAD 27      -  41 44 58.88208(N)    071 20 41.94346(W) AD(       ) 3
 LW2361
 LW2361.Superseded values are not recommended for survey control.
 LW2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2361.See file dsdata.txt to determine how the superseded data were derived.
 LW2361
 LW2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0507024653(NAD 83)
 LW2361
 LW2361  HISTORY     - Date     Condition        Report By
 LW2361  HISTORY     - 1958     MONUMENTED       CGS
 LW2361  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2361  HISTORY     - 19980411 GOOD             USPSQD
 LW2361
 LW2361                          STATION DESCRIPTION
 LW2361
 LW2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2361'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN
 LW2361'DOWNTOWN WEST BARRINGTON JUST NORTH OF BAY SPRING AVENUE. IT IS
 LW2361'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF
 LW2361'APPROXIMATELY 70 FEET.  THE TANK AND SUPPORTING STRUCTURE ARE
 LW2361'PAINTED SILVER.
 LW2361'
 LW2361'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WEST BARRINGTON,
 LW2361'GO WEST ON BAY SPRING AVENUE FOR 0.25 MILE TO THE TANK ON THE RIGHT.
 LW2361
 LW2361                          STATION RECOVERY (1968)
 LW2361
 LW2361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2361'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2361
 LW2361                          STATION RECOVERY (1998)
 LW2361
 LW2361'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3055 ***********************************************************************
 LW3055  DESIGNATION -  W BREAK 1948
 LW3055  PID         -  LW3055
 LW3055  STATE/COUNTY-  RI/WASHINGTON
 LW3055  USGS QUAD   -  KINGSTON (1975)
 LW3055
 LW3055                         *CURRENT SURVEY CONTROL
 LW3055  ___________________________________________________________________
 LW3055* NAD 83(1996)-  41 21 55.93891(N)    071 30 53.07180(W)     ADJUSTED  
 LW3055* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3055  ___________________________________________________________________
 LW3055  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 LW3055  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW3055
 LW3055  HORZ ORDER  -  THIRD
 LW3055
 LW3055.The horizontal coordinates were established by classical geodetic methods
 LW3055.and adjusted by the National Geodetic Survey in August 1998..
 LW3055
 LW3055.The orthometric height was scaled from a topographic map.
 LW3055
 LW3055.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3055
 LW3055.The geoid height was determined by GEOID03.
 LW3055
 LW3055;                    North         East     Units Scale Factor Converg.
 LW3055;SPC RI       -    31,341.130    98,766.551   MT  0.99999377   -0 00 35.1
 LW3055;SPC RI       -   102,825.02    324,036.59   sFT  0.99999377   -0 00 35.1
 LW3055;UTM  19      - 4,582,388.013   289,670.422   MT  1.00014446   -1 39 45.0
 LW3055
 LW3055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3055!SPC RI       -   1.00000481  x   0.99999377  =   0.99999858
 LW3055!UTM  19      -   1.00000481  x   1.00014446  =   1.00014927
 LW3055
 LW3055:                Primary Azimuth Mark                     Grid Az
 LW3055:SPC RI       -  PT JUDITH POND REFLECTOR                 007 10 31.3
 LW3055:UTM  19      -  PT JUDITH POND REFLECTOR                 008 49 41.2
 LW3055
 LW3055|---------------------------------------------------------------------|
 LW3055| PID    Reference Object                     Distance      Geod. Az  |
 LW3055|                                                           dddmmss.s |
 LW3055| LW3049 PT JUDITH POND REFLECTOR            APPROX. 1.0 KM 0070956.2 |
 LW3055| LW2915 POINT JUDITH LIGHTHOUSE             APPROX. 2.8 KM 1001024.1 |
 LW3055| LW2906 PT JUDITH HBR E BRKWTR LT           APPROX. 2.0 KM 1115951.0 |
 LW3055| LW2905 PT JUDITH HBR MAIN BRKWTR E LT      APPROX. 1.5 KM 1142519.1 |
 LW3055| LW3052 PT JUDITH HBR MAIN BRKWTR W LT      479.180 METERS 1643541.3 |
 LW3055| LW3056 PT JUDITH HBR W BRKWTR LT             4.400 METERS 35119     |
 LW3055|---------------------------------------------------------------------|
 LW3055
 LW3055                          SUPERSEDED SURVEY CONTROL
 LW3055
 LW3055  NAD 83(1996)-  41 21 55.93788(N)    071 30 53.07069(W) AD(       ) 3
 LW3055  NAD 83(1992)-  41 21 55.93756(N)    071 30 53.07109(W) AD(       ) 3
 LW3055  NAD 83(1992)-  41 21 55.93623(N)    071 30 53.07093(W) AD(       ) 3
 LW3055  NAD 83(1986)-  41 21 55.93591(N)    071 30 53.07045(W) AD(       ) 3
 LW3055  NAD 27      -  41 21 55.56900(N)    071 30 54.85700(W) AD(       ) 3
 LW3055
 LW3055.Superseded values are not recommended for survey control.
 LW3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3055.See file dsdata.txt to determine how the superseded data were derived.
 LW3055
 LW3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8967082388(NAD 83)
 LW3055_MARKER: DS = TRIANGULATION STATION DISK
 LW3055_SETTING: 0 = UNSPECIFIED SETTING
 LW3055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3055
 LW3055  HISTORY     - Date     Condition        Report By
 LW3055  HISTORY     - 1948     MONUMENTED       CGS
 LW3055  HISTORY     - 1974     GOOD             LOCSUR
 LW3055  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 LW3055  HISTORY     - 20040902 MARK NOT FOUND   USPSQD
 LW3055
 LW3055                          STATION DESCRIPTION
 LW3055
 LW3055'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FBQ)
 LW3055'ON THE TOP OF THE WEST BREAKWATER OF THE HARBOR OF REFUGE, 50
 LW3055'FEET N OF THE S END OF THE BREAKWATER, 14-1/2 FEET S OF THE
 LW3055'POINT JUDITH HARBOR OF REFUGE WEST BREAKWATER LIGHT, AND IN THE
 LW3055'2- BY 9- BY 9-FOOT CONCRETE FOUNDATION OF AN ABANDONED BEACON.
 LW3055'DISK IS SET IN CENTER OF A 10-INCH-DIAMETER CONCRETE-FILLED IRON
 LW3055'PIPE THAT FORMERLY WAS THE BASE OF THE BEACON.  MARK IS 8
 LW3055'INCHES ABOVE CONCRETE FLOOR, STAMPED W BREAK 1948.
 LW3055'
 LW3055'NO REFERENCE MARKS WERE ESTABLISHED.
 LW3055
 LW3055                          STATION RECOVERY (1974)
 LW3055
 LW3055'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LW3055'STATION FOUND IN GOOD CONDITION.
 LW3055
 LW3055                          STATION RECOVERY (1984)
 LW3055
 LW3055'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (PHG)
 LW3055'W BREAK 1948 NOT RECOVERED.
 LW3055'WALKED OUT TO END OF THE WEST BREAKWATER.  HUNTED BACK AND FORTH
 LW3055'LOOKING FOR 10 INCHES D CONCRETE FILLED PIPE.  MY GUESS IS THAT A
 LW3055'NEWER BEACON (AND HORN) HAS BEEN INSTALLED OVER THE SPOT.  PIECES
 LW3055'AND CHUNKS OF CONCRETE ARE STREWN ABOUT, NORTH OF THE BEACON.
 LW3055
 LW3055                          STATION RECOVERY (2004)
 LW3055
 LW3055'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJM)
 LW3055'CHECKED BREAKWATER, UNIT NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5731 ***********************************************************************
 LW5731  DESIGNATION -  WAITE
 LW5731  PID         -  LW5731
 LW5731  STATE/COUNTY-  RI/WASHINGTON
 LW5731  USGS QUAD   -  KINGSTON (1975)
 LW5731
 LW5731                         *CURRENT SURVEY CONTROL
 LW5731  ___________________________________________________________________
 LW5731* NAD 83(1996)-  41 29 33.94730(N)    071 34 23.82188(W)     ADJUSTED  
 LW5731* NAVD 88     -        35.03   (+/-2cm)     114.9    (feet)  VERTCON   
 LW5731  ___________________________________________________________________
 LW5731  X           -   1,512,344.015 (meters)                     COMP
 LW5731  Y           -  -4,539,206.028 (meters)                     COMP
 LW5731  Z           -   4,203,573.391 (meters)                     COMP
 LW5731  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 LW5731  ELLIP HEIGHT-           4.74  (meters)          (06/13/02) GPS OBS
 LW5731  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW5731
 LW5731  HORZ ORDER  -  FIRST
 LW5731  VERT ORDER  -  THIRD ? (See Below)
 LW5731  ELLP ORDER  -  FOURTH    CLASS II
 LW5731
 LW5731.The horizontal coordinates were established by GPS observations
 LW5731.and adjusted by the National Geodetic Survey in August 1998..
 LW5731
 LW5731.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5731.The vertical order pertains to the NGVD 29 superseded value.
 LW5731
 LW5731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5731
 LW5731.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5731
 LW5731.The ellipsoidal height was determined by GPS observations
 LW5731.and is referenced to NAD 83.
 LW5731
 LW5731.The geoid height was determined by GEOID03.
 LW5731
 LW5731;                    North         East     Units Scale Factor Converg.
 LW5731;SPC RI       -    45,473.370    93,880.436   MT  0.99999421   -0 02 54.8
 LW5731;SPC RI       -   149,190.55    308,006.06   sFT  0.99999421   -0 02 54.8
 LW5731;UTM  19      - 4,596,657.777   285,193.741   MT  1.00016787   -1 42 19.9
 LW5731
 LW5731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5731!SPC RI       -   0.99999926  x   0.99999421  =   0.99999347
 LW5731!UTM  19      -   0.99999926  x   1.00016787  =   1.00016713
 LW5731
 LW5731                          SUPERSEDED SURVEY CONTROL
 LW5731
 LW5731  ELLIP H (08/17/98)    4.78   (m)                       GP(       ) 4 1
 LW5731  NAD 83(1996)-  41 29 33.94626(N)    071 34 23.82104(W) AD(       ) 1
 LW5731  NAD 83(1992)-  41 29 33.94585(N)    071 34 23.82115(W) AD(       ) 1
 LW5731  ELLIP H (01/17/96)    4.73   (m)                       GP(       ) 4 2
 LW5731  NAD 83(1992)-  41 29 33.94540(N)    071 34 23.82074(W) AD(       ) 1
 LW5731  NAD 83(1986)-  41 29 33.94535(N)    071 34 23.82031(W) AD(       ) 1
 LW5731  NGVD 29 (07/21/92)   35.30   (m)          115.8    (f) LEVELING    3  
 LW5731
 LW5731.Superseded values are not recommended for survey control.
 LW5731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5731.See file dsdata.txt to determine how the superseded data were derived.
 LW5731
 LW5731_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8519496658(NAD 83)
 LW5731_MARKER: I = METAL ROD
 LW5731_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LW5731_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LW5731_STAMPING: WAITE 1987
 LW5731_MARK LOGO: AEROS 
 LW5731_PROJECTION: FLUSH
 LW5731_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW5731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5731+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LW5731_ROD/PIPE-DEPTH: 25.6 meters
 LW5731_SLEEVE-DEPTH  : 0 meters
 LW5731
 LW5731  HISTORY     - Date     Condition        Report By
 LW5731  HISTORY     - 1987     MONUMENTED       AEROS
 LW5731  HISTORY     - 19940901 GOOD             USPSQD
 LW5731  HISTORY     - 19971001 GOOD             USPSQD
 LW5731  HISTORY     - 20060703 MARK NOT FOUND   USPSQD
 LW5731
 LW5731                          STATION DESCRIPTION
 LW5731
 LW5731'DESCRIBED BY AERO SERVICE CORPORATION 1987
 LW5731'AT THE INTERSECTION OF RTE 138 AND RTE 2 IN SOUTH KINGTOWN RI, 2 MILES
 LW5731'WEST OF THE UNIVERSITY OF RHODE ISLAND (URI)
 LW5731'THE MARK IS LOCATED ON THE EAST CORNER OF THE INTERSECTION, 2.1 M
 LW5731'(6.9 FT) SOUTHEAST FROM THE EDGE OF PAVEMENT ON RTE 2, 10.4 M
 LW5731'(34.1 FT) SOUTHEAST FROM THE CENTER OF ROUTE 2, AND 0.88 M (2.9 FT)
 LW5731'NORTHWEST OF POLE NUMBER 5596 1/2.  ACCESS COVER IS AT GROUND LEVEL.
 LW5731'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LW5731
 LW5731                          STATION RECOVERY (1994)
 LW5731
 LW5731'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5731'RECOVERED IN GOOD CONDITION.
 LW5731
 LW5731                          STATION RECOVERY (1997)
 LW5731
 LW5731'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5731'RECOVERED IN GOOD CONDITION.
 LW5731
 LW5731                          STATION RECOVERY (2006)
 LW5731
 LW5731'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW5731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5583 ***********************************************************************
 LW5583  DESIGNATION -  WAITE AZ MK
 LW5583  PID         -  LW5583
 LW5583  STATE/COUNTY-  RI/WASHINGTON
 LW5583  USGS QUAD   -  KINGSTON (1975)
 LW5583
 LW5583                         *CURRENT SURVEY CONTROL
 LW5583  ___________________________________________________________________
 LW5583* NAD 83(1996)-  41 29 46.03224(N)    071 34 07.03183(W)     ADJUSTED  
 LW5583* NAVD 88     -        36.1    (meters)     118.     (feet)  VERTCON   
 LW5583  ___________________________________________________________________
 LW5583  X           -   1,512,635.655 (meters)                     COMP
 LW5583  Y           -  -4,538,849.313 (meters)                     COMP
 LW5583  Z           -   4,203,853.352 (meters)                     COMP
 LW5583  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 LW5583  ELLIP HEIGHT-           5.80  (meters)          (06/13/02) GPS OBS
 LW5583  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LW5583
 LW5583  HORZ ORDER  -  THIRD
 LW5583  ELLP ORDER  -  FOURTH    CLASS II
 LW5583
 LW5583.The horizontal coordinates were established by GPS observations
 LW5583.and adjusted by the National Geodetic Survey in August 1998..
 LW5583
 LW5583.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5583
 LW5583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5583
 LW5583.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5583
 LW5583.The ellipsoidal height was determined by GPS observations
 LW5583.and is referenced to NAD 83.
 LW5583
 LW5583.The geoid height was determined by GEOID03.
 LW5583
 LW5583;                    North         East     Units Scale Factor Converg.
 LW5583;SPC RI       -    45,845.880    94,270.191   MT  0.99999415   -0 02 43.7
 LW5583;SPC RI       -   150,412.69    309,284.78   sFT  0.99999415   -0 02 43.7
 LW5583;UTM  19      - 4,597,018.924   285,594.173   MT  1.00016576   -1 42 09.1
 LW5583
 LW5583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5583!SPC RI       -   0.99999909  x   0.99999415  =   0.99999324
 LW5583!UTM  19      -   0.99999909  x   1.00016576  =   1.00016485
 LW5583
 LW5583                          SUPERSEDED SURVEY CONTROL
 LW5583
 LW5583  ELLIP H (08/17/98)    5.83   (m)                       GP(       ) 4 1
 LW5583  NAD 83(1996)-  41 29 46.03104(N)    071 34 07.03122(W) AD(       ) 3
 LW5583  NAD 83(1992)-  41 29 46.03083(N)    071 34 07.03105(W) AD(       ) 3
 LW5583  ELLIP H (01/17/96)    5.77   (m)                       GP(       ) 4 2
 LW5583  NAD 83(1992)-  41 29 46.03002(N)    071 34 07.03118(W) AD(       ) 3
 LW5583  NAD 83(1986)-  41 29 46.02999(N)    071 34 07.03100(W) AD(       ) 3
 LW5583  NGVD 29 (07/30/91)   36.3    (m)          119.     (f) GPS OBS        
 LW5583
 LW5583.Superseded values are not recommended for survey control.
 LW5583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5583.See file dsdata.txt to determine how the superseded data were derived.
 LW5583
 LW5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8559497019(NAD 83)
 LW5583_MARKER: DD = SURVEY DISK
 LW5583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5583_SP_SET: CONCRETE POST
 LW5583_STAMPING: WAITE AZI
 LW5583_MARK LOGO: RIGS  
 LW5583_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5583+STABILITY: SURFACE MOTION
 LW5583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5583+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1989
 LW5583
 LW5583  HISTORY     - Date     Condition        Report By
 LW5583  HISTORY     - 1987     MONUMENTED       RIGS
 LW5583  HISTORY     - 19890714 GOOD
 LW5583  HISTORY     - 19971001 GOOD             USPSQD
 LW5583  HISTORY     - 20060703 MARK NOT FOUND   USPSQD
 LW5583
 LW5583                          STATION DESCRIPTION
 LW5583
 LW5583'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5583'THE STATION IS LOCATED ABOUT 4.32 KM (2.70 MI) NORTHWEST OF KINGSTON
 LW5583'CENTER. OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC
 LW5583'SURVEY,401 277-2814.
 LW5583'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 2 AND 138, GO 0.64 KM
 LW5583'(0.40 MI) NORTH ON HIGHWAY 2 TO THE STATION ON THE LEFT AT BARBER POND
 LW5583'ROAD.
 LW5583'THE STATION IS A STANDARD RIGS DISK STAMPED WAITE AZI SET INTO THE TOP
 LW5583'OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.
 LW5583'IT IS 15.65 M (51.3 FT) NORTH FROM THE CENTERLINE OF HIGHWAY 2, 6.5 M
 LW5583'(21.3 FT) WEST FROM THE CENTERLINE OF BARBER POND ROAD, 2.5 M
 LW5583'(8.2 FT) NORTH NORTHEAST FROM AN NECO POLE 2858, 0.65 M (2.1 FT)
 LW5583'EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5583'NOTE- ORIGINALLY WAITE AZ WAS MONUMENTED WITH AN IRON REBAR. THE REBAR
 LW5583'WAS REMOVED AND A RIGS DISK WAS SET IN THE SAME LOCATION AS THE REBAR.
 LW5583
 LW5583                          STATION RECOVERY (1989)
 LW5583
 LW5583'RECOVERED 1989
 LW5583'RECOVERED IN GOOD CONDITION.
 LW5583
 LW5583                          STATION RECOVERY (1997)
 LW5583
 LW5583'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW5583'RECOVERED IN GOOD CONDITION.
 LW5583
 LW5583                          STATION RECOVERY (2006)
 LW5583
 LW5583'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 LW5583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2934 ***********************************************************************
 LW2934  DESIGNATION -  WAKEFIELD CHURCH GRAY SPIRE
 LW2934  PID         -  LW2934
 LW2934  STATE/COUNTY-  RI/WASHINGTON
 LW2934  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2934
 LW2934                         *CURRENT SURVEY CONTROL
 LW2934  ___________________________________________________________________
 LW2934* NAD 83(1996)-  41 26 25.41985(N)    071 29 49.29395(W)     ADJUSTED  
 LW2934* NAVD 88     -                                                        
 LW2934  ___________________________________________________________________
 LW2934  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 LW2934  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LW2934
 LW2934  HORZ ORDER  -  THIRD
 LW2934
 LW2934.The horizontal coordinates were established by classical geodetic methods
 LW2934.and adjusted by the National Geodetic Survey in August 1998..
 LW2934
 LW2934
 LW2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2934
 LW2934.The geoid height was determined by GEOID03.
 LW2934
 LW2934;                    North         East     Units Scale Factor Converg.
 LW2934;SPC RI       -    39,654.592   100,248.535   MT  0.99999375   +0 00 07.1
 LW2934;SPC RI       -   130,100.11    328,898.74   sFT  0.99999375   +0 00 07.1
 LW2934;UTM  19      - 4,590,656.445   291,391.995   MT  1.00013558   -1 39 11.6
 LW2934
 LW2934                          SUPERSEDED SURVEY CONTROL
 LW2934
 LW2934  NAD 83(1996)-  41 26 25.41903(N)    071 29 49.29301(W) AD(       ) 4
 LW2934  NAD 83(1992)-  41 26 25.41841(N)    071 29 49.29325(W) AD(       ) 4
 LW2934  NAD 83(1992)-  41 26 25.41748(N)    071 29 49.29313(W) AD(       ) 4
 LW2934  NAD 83(1986)-  41 26 25.41710(N)    071 29 49.29268(W) AD(       ) 4
 LW2934  NAD 27      -  41 26 25.05181(N)    071 29 51.08259(W) AD(       ) 3
 LW2934
 LW2934.Superseded values are not recommended for survey control.
 LW2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2934.See file dsdata.txt to determine how the superseded data were derived.
 LW2934
 LW2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9139290656(NAD 83)
 LW2934_MARKER: 90 = CHURCH SPIRE
 LW2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2934+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 LW2934
 LW2934  HISTORY     - Date     Condition        Report By
 LW2934  HISTORY     - 1869     FIRST OBSERVED   CGS
 LW2934  HISTORY     - 1935     GOOD             RIGS
 LW2934  HISTORY     - 1968     GOOD             CGS
 LW2934  HISTORY     - 1988     GOOD             USPSQD
 LW2934  HISTORY     - 19940901 GOOD             USPSQD
 LW2934  HISTORY     - 19980107 GOOD             INDIV
 LW2934  HISTORY     - 19980108 GOOD             USPSQD
 LW2934  HISTORY     - 20010815 GOOD             USPSQD
 LW2934  HISTORY     - 20040420 GOOD             USPSQD
 LW2934
 LW2934                          STATION DESCRIPTION
 LW2934
 LW2934'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2934'THE FIRST BAPTIST CHURCH OF WAKEFIELD (ALSO KNOWN AS THE FIRST
 LW2934'BAPTIST CHURCH OF SOUTH KINGSTON) STANDS ON THE S SIDE OF MAIN
 LW2934'STREET OPPOSITE THE END OF RIVER STREET AND ONE BLOCK NE OF THE
 LW2934'RAILROAD CROSSING.
 LW2934'
 LW2934'ACCORDING TO HISTORY OF THE CHURCH WRITTEN IN 1881 BY THE PASTOR
 LW2934'AT THAT TIME, THE REV. WM. H. PENDLETON, THE CHURCH BUILDING WAS
 LW2934'ERECTED IN 1852.
 LW2934'
 LW2934'THE REV. W.A. TALTY, PASTOR OF THE CHURCH TODAY, STATES THAT THE
 LW2934'SPIRE WAS ONCE GRAY, BUT THAT IT HAS BEEN WHITE FOR THE PAST 18
 LW2934'YEARS.  SO FAR AS HE KNOWS, THE CHURCH BUILDING HAS NOT BEEN MOVED
 LW2934'SINCE IT WAS BUILT IN 1852 AND THE SPIRE HAS NOT BEEN CHANGED.
 LW2934'
 LW2934'THE SPIRE IS OCTAGONAL ON TOP OF A SQUARE TOWER WHICH FORMS THE
 LW2934'ENTRANCE.  ON TOP OF THE SPIRE IS A WEATHER VANE.
 LW2934
 LW2934                          STATION RECOVERY (1968)
 LW2934
 LW2934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2934'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2934
 LW2934                          STATION RECOVERY (1988)
 LW2934
 LW2934'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW2934'RECOVERED IN GOOD CONDITION.
 LW2934
 LW2934                          STATION RECOVERY (1994)
 LW2934
 LW2934'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2934'RECOVERED IN GOOD CONDITION.
 LW2934
 LW2934                          STATION RECOVERY (1998)
 LW2934
 LW2934'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2934'RECOVERED IN GOOD CONDITION.
 LW2934
 LW2934                          STATION RECOVERY (1998)
 LW2934
 LW2934'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2934'RECOVERED IN GOOD CONDITION.
 LW2934
 LW2934                          STATION RECOVERY (2001)
 LW2934
 LW2934'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2934'RECOVERED IN GOOD CONDITION.
 LW2934
 LW2934                          STATION RECOVERY (2004)
 LW2934
 LW2934'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3640 ***********************************************************************
 LW3640  DESIGNATION -  WAKEFIELD RESET
 LW3640  PID         -  LW3640
 LW3640  STATE/COUNTY-  RI/PROVIDENCE
 LW3640  USGS QUAD   -  THOMPSON (1974)
 LW3640
 LW3640                         *CURRENT SURVEY CONTROL
 LW3640  ___________________________________________________________________
 LW3640* NAD 83(1996)-  41 58 17.20228(N)    071 47 39.79921(W)     ADJUSTED  
 LW3640* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 LW3640  ___________________________________________________________________
 LW3640  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 LW3640  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LW3640
 LW3640  HORZ ORDER  -  SECOND
 LW3640
 LW3640.The horizontal coordinates were established by classical geodetic methods
 LW3640.and adjusted by the National Geodetic Survey in August 1998..
 LW3640
 LW3640.The orthometric height was scaled from a topographic map.
 LW3640
 LW3640.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3640
 LW3640.The geoid height was determined by GEOID03.
 LW3640
 LW3640;                    North         East     Units Scale Factor Converg.
 LW3640;SPC RI       -    98,678.654    75,598.914   MT  1.00000107   -0 11 48.8
 LW3640;SPC RI       -   323,748.22    248,027.44   sFT  1.00000107   -0 11 48.8
 LW3640;SPC MA M     -   857,939.800   175,599.492   MT  0.99997251   -0 11 51.9
 LW3640;SPC MA M     - 2,814,757.49    576,112.67   sFT  0.99997251   -0 11 51.9
 LW3640;SPC CT       -   279,239.173   384,008.482   MT  1.00001229   +0 38 01.1
 LW3640;SPC CT       -   916,137.19  1,259,867.83   sFT  1.00001229   +0 38 01.1
 LW3640;UTM  19      - 4,650,383.354   268,462.098   MT  1.00025972   -1 52 10.6
 LW3640
 LW3640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3640!SPC RI       -   0.99997564  x   1.00000107  =   0.99997671
 LW3640!SPC MA M     -   0.99997564  x   0.99997251  =   0.99994815
 LW3640!SPC CT       -   0.99997564  x   1.00001229  =   0.99998793
 LW3640!UTM  19      -   0.99997564  x   1.00025972  =   1.00023535
 LW3640
 LW3640|---------------------------------------------------------------------|
 LW3640| PID    Reference Object                     Distance      Geod. Az  |
 LW3640|                                                           dddmmss.s |
 LW3640| CB8629 WAKEFIELD RM 1                       21.452 METERS 02304     |
 LW3640| CB8630 WAKEFIELD RM 2                       35.558 METERS 15851     |
 LW3640| LW3643 BRANDY                              APPROX. 4.5 KM 2753431.5 |
 LW3640| MY3724 WEBSTER ST JOSEPHS CH S SPIRE       APPROX.11.0 KM 3225456.8 |
 LW3640| MY3725 WEBSTER ST JOSEPHS CH N SPIRE       APPROX.11.0 KM 3225821.8 |
 LW3640| MY3727 WEBSTER CYLINDRICAL TANK            APPROX.10.6 KM 3252411.2 |
 LW3640|---------------------------------------------------------------------|
 LW3640
 LW3640                          SUPERSEDED SURVEY CONTROL
 LW3640
 LW3640  NAD 83(1996)-  41 58 17.20213(N)    071 47 39.79913(W) AD(       ) 2
 LW3640  NAD 83(1992)-  41 58 17.20162(N)    071 47 39.79832(W) AD(       ) 2
 LW3640  NAD 83(1992)-  41 58 17.20160(N)    071 47 39.79840(W) AD(       ) 2
 LW3640  NAD 83(1986)-  41 58 17.20251(N)    071 47 39.79716(W) AD(       ) 2
 LW3640  NAD 27      -  41 58 16.84791(N)    071 47 41.54318(W) AD(       ) 2
 LW3640
 LW3640.Superseded values are not recommended for survey control.
 LW3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3640.See file dsdata.txt to determine how the superseded data were derived.
 LW3640
 LW3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6846250383(NAD 83)
 LW3640_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3640+STABILITY: SURFACE MOTION
 LW3640
 LW3640  HISTORY     - Date     Condition        Report By
 LW3640  HISTORY     - 1937     MONUMENTED       CTGS
 LW3640  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LW3640  HISTORY     - 20040424 GOOD             GEOCAC
 LW3640
 LW3640                          STATION DESCRIPTION
 LW3640
 LW3640'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3640'IN THE TOWN OF BURRILLVILLE, ABOUT 1/4 MILE EAST OF CONN. LINE,
 LW3640'ABOUT 3-3/4 MILES EAST-NORTHEAST OF THOMPSON, ON HIGH GROUND AT
 LW3640'THE EAST END OF A LARGE FIELD (BOARDED BY WOODS) ABOUT 400 FEET
 LW3640'WEST OF GRAVEL PIT AND 600 FEET NORTHWEST OF SMALL LAKE, 25 FEET
 LW3640'WEST OF EAST EDGE OF FIELD, 170 FEET NORTH OF SOUTH EDGE OF
 LW3640'FIELD, AND 115 FEET NORTHEAST OF NORTHEAST CORNER OF OLD
 LW3640'FOUNDATION WHICH IS ON NORTH SIDE OF ROAD AND ABOUT 140 FEET
 LW3640'WEST OF SOUTHEAST CORNER OF SAID FIELD.
 LW3640'
 LW3640'TO REACH FROM THE PASCOAG (R.I.) POST OFFICE, GO NORTHWEST
 LW3640'ON THE WALLAM LAKE ROAD, 3.7 MILES TO Y.  BEAR LEFT (LEAVING THE
 LW3640'WALLAM LAKE ROAD) AND GO 1.3 MILES TO THE END OF THE PAVED ROAD
 LW3640'(AT THE BUCK HILL AIR BEACON).  CONTINUE STRAIGHT ON THE DIRT
 LW3640'ROAD (NORTHWEST) 0.3 MILES TO DIRT T-ROAD (LEFT).  TURN LEFT
 LW3640'(SOUTHWEST) AND GO 0.6 MILE TO LAKE ON LEFT (SOUTH).  JUST
 LW3640'BEYOND HERE IS Y, THE LEFT FORK GOING TO THE WINNESOCKET CAMP.
 LW3640'TAKE RIGHT FORK AND GO 0.15 MILE TO LARGE WALLED-IN FIELD ON RIGHT
 LW3640'(NORTH) STATION.  STATION MARK IS STANDARD DISK
 LW3640'WAKEFIELD-1937 SET IN A SQUARE CONCRETE POST, THE TOP BEING 4
 LW3640'INCHES ABOVE THE GROUND.
 LW3640'
 LW3640'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3640'SET IN CONCRETE, NOTES 1A, AND 11A.
 LW3640'
 LW3640'REFERENCE MARK NO. 1 IS A STANDARD DISK WAKEFIELD-1937-NO. 1 SET
 LW3640'IN A SQUARE CONCRETE POST, THE TOP BEING FLUSH WITH THE
 LW3640'GROUND.  IT IS 70.38 FEET NORTHEAST OF THE STATION, AND ABOUT 15
 LW3640'FEET WEST OF THE EAST EDGE OF THE FIELD.  REFERENCE MARK NO. 2 IS
 LW3640'A STANDARD DISK WAKEFIELD-1937-NO. 2 SET IN A SQUARE CONCRETE
 LW3640'POST, THE TOP BEING FLUSH WITH THE GROUND.  IT IS 116.66 FEET
 LW3640'SOUTHEAST OF THE STATION, AND ABOUT 15 FEET WEST OF THE EAST
 LW3640'EDGE OF THE FIELD.
 LW3640'
 LW3640'AZIMUTH IS A STANDARD DISK WAKEFIELD-1937 SET IN A SQUARE
 LW3640'CONCRETE POST, THE TOP BEING FLUSH WITH THE GROUND.  IT IS 674. FEET
 LW3640'WEST-SOUTHWEST OF THE STATION, ABOUT 4 FEET SOUTH OF DIRT ROAD,
 LW3640'15 FEET SOUTH OF STONE WALL (WHICH ENCLOSES FIELD THAT STATION
 LW3640'IS IN), AND ABOUT 200 FEET EAST OF ROAD INTERSECTION.
 LW3640'
 LW3640'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 LW3640
 LW3640                          STATION RECOVERY (1972)
 LW3640
 LW3640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LW3640'STATION MARK WAS RECOVERED.  A SEARCH WAS MADE ON DISTANCE
 LW3640'ANGLE FOR REFERENCE MARKS AND AZIMUTH MARK, BUT THEY WERE NOT
 LW3640'FOUND AND ARE BELIEVED DESTROYED BY BULLDOZING AND ROAD
 LW3640'WIDENING.  STATION MONUMENT APPEARED TO HAVE BEEN BUMPED BY
 LW3640'MACHINERY, ALTHOUGH NO TILTING WAS NOTICEABLE, SO IT WAS
 LW3640'REMOVED TO MAKE A CHECK WITH THE UNDERGROUND MARK.  HOWEVER, IT
 LW3640'WAS FOUND THAT 2 IRON REENFORCING RODS HAD BEEN DRIVEN DOWN
 LW3640'THROUGH THE CONCRETE WHEN IT WAS SET, AND THEY CONTINUED ON
 LW3640'THROUGH THE UNDERGROUND MARK CONCRETE ALSO, SO THE
 LW3640'UNDERGROUND MARK CAME OUT WITH THE SURFACE MONUMENT.  BEFORE
 LW3640'REMOVING THE MONUMENT IT HAD BEEN REFERENCED WITH A PLUMB BENCH, SO
 LW3640'A NEW UNDERGROUND MARK AND SURFACE MARK WERE ESTABLISHED AT THE
 LW3640'ORIGINAL POINT.  TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK
 LW3640'WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 LW3640'
 LW3640'STATION IS LOCATED ABOUT 900 FEET NORTHWEST OF THE NORTH TIP OF
 LW3640'WAKEFIELD POND AND 1000 FEET EASTERLY FROM OLD SHERMAN CEMETERY, ON
 LW3640'HIGHEST POINT, IN AN OPEN FIELD ALONG NORTH SIDE OF A DIRT ROAD.
 LW3640'
 LW3640'TO REACH STATION FROM THE POST OFFICE IN THOMPSON CENTER,
 LW3640'CONN., GO EAST ON QUADDICK RD. FOR 2.7 MILES TO CROSSROAD.  GO
 LW3640'LEFT ON QUADDICK TOWN FARM RD. FOR 3.7 MILES.  TAKE RIGHT FORK AND
 LW3640'GO 0.3 MILE.  TAKE RIGHT FORK AND FOLLOW BUCK HILL RD. SOUTHEAST
 LW3640'FOR 1.55 MILES.  TAKE MACADAM T-ROAD RIGHT AND GO 0.6 MILE TO
 LW3640'WAKEFIELD POND.  CONTINUE FOR 0.15 MILE TO STATION IN FIELD ON
 LW3640'RIGHT.
 LW3640'
 LW3640'STATION MARK IS A STANDARD DISK STAMPED WAKEFIELD 1937 1972, SET IN
 LW3640'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 3
 LW3640'INCHES.  IT IS 216 FEET NORTH OF CENTER LINE OF DIRT ROAD, 40.4
 LW3640'FEET WEST OF A LARGE PINE WITH TRIANGLE BLAZE, 62.5 FEET EAST OF
 LW3640'THE SOUTH PINE OF A GROUP, 43 FEET WEST OF WEST EDGE OF OLD STONE
 LW3640'FENCE, AND 6 FEET WEST OF A METAL WITNESS POST.
 LW3640'
 LW3640'UNDERGROUND MARK IS A STANDARD DISK STAMPED WAKEFIELD 1937 1972,
 LW3640'SET IN CONCRETE ABOUT 3 FEET BELOW GROUND.
 LW3640'
 LW3640'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED WAKEFIELD
 LW3640'1937 NO 3 1972, CEMENTED IN A DRILL HOLE IN A 2 X 3-FOOT, OVAL
 LW3640'BOULDER PROJECTING 6 INCHES.  IT IS IN TIMBER, 26 FEET EAST OF
 LW3640'THE STONE FENCE AND 31.2 FEET EAST OF EAST FACE OF THE BLAZED
 LW3640'PINE.
 LW3640'
 LW3640'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED WAKEFIELD
 LW3640'1937 NO 4 1972, CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER THAT
 LW3640'PROJECTS 4 INCHES.  IT IS 51.5 FEET WEST-SOUTHWEST OF THE BLAZED
 LW3640'PINE.
 LW3640'
 LW3640'AZIMUTH MARK IS A STANDARD DISK STAMPED WAKEFIELD 1937 1972, SET
 LW3640'IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT PROJECTING
 LW3640'1 INCH.  IT IS IN BRUSHY AREA, 35 FEET SOUTH OF CENTER LINE OF
 LW3640'EAST-WEST ROAD, 73.0 FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD,
 LW3640'53.5 FEET EAST-SOUTHEAST OF A LARGE MAPLE SETTING IN TRIANGLE OF
 LW3640'T-ROAD JUNCTION, 72.5 FEET WEST OF CENTER OF ENTRANCE TO BOY
 LW3640'SCOUT CAMP, 84.4 FEET WEST-SOUTHWEST OF POWER POLE NO. 32, AND
 LW3640'3 FEET EAST-NORTHEAST OF A METAL WITNESS SIGN NAILED ONTO A
 LW3640'5-INCH TREE.  TO REACH THE MARK FROM STATION, GO WEST ON DIRT
 LW3640'ROAD 0.15 MILE TO MARK ON LEFT.
 LW3640'
 LW3640'DISTANCE FROM RM NO. 3 TO RM NO. 4 = 24.012 M, 78.778 FT.
 LW3640'
 LW3640'STATE LINE MON. 4100-1 IS A 2-INCH-DIAMETER BRASS DISK SET IN
 LW3640'THE TOP OF A 6-INCH-SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 LW3640'IS LOCATED ON SMALL, SHARP KNOLL IN TIMBER, ABOUT 220 FEET WEST
 LW3640'OF THE NORTH-SOUTH ROAD, DUE WEST OF THE OLD CEMETERY, AND 313
 LW3640'FEET WEST OF THE AZIMUTH MARK.
 LW3640'
 LW3640'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3640'3-3/4 MILES ENE OF THOMPSON CTR., CONN.
 LW3640
 LW3640                          STATION RECOVERY (2004)
 LW3640
 LW3640'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW3640'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3015 ***********************************************************************
 LW3015  DESIGNATION -  WAKEFIELD STANDPIPE
 LW3015  PID         -  LW3015
 LW3015  STATE/COUNTY-  RI/WASHINGTON
 LW3015  USGS QUAD   -  KINGSTON (1975)
 LW3015
 LW3015                         *CURRENT SURVEY CONTROL
 LW3015  ___________________________________________________________________
 LW3015* NAD 83(1996)-  41 27 07.01643(N)    071 30 32.63707(W)     ADJUSTED  
 LW3015* NAVD 88     -                                                        
 LW3015  ___________________________________________________________________
 LW3015  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 LW3015  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LW3015
 LW3015  HORZ ORDER  -  THIRD
 LW3015
 LW3015.The horizontal coordinates were established by classical geodetic methods
 LW3015.and adjusted by the National Geodetic Survey in August 1998..
 LW3015
 LW3015
 LW3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3015
 LW3015.The geoid height was determined by GEOID03.
 LW3015
 LW3015;                    North         East     Units Scale Factor Converg.
 LW3015;SPC RI       -    40,937.903    99,242.481   MT  0.99999376   -0 00 21.6
 LW3015;SPC RI       -   134,310.44    325,598.04   sFT  0.99999376   -0 00 21.6
 LW3015;UTM  19      - 4,591,968.473   290,423.294   MT  1.00014056   -1 39 41.7
 LW3015
 LW3015                          SUPERSEDED SURVEY CONTROL
 LW3015
 LW3015  NAD 83(1996)-  41 27 07.01559(N)    071 30 32.63618(W) AD(       ) 4
 LW3015  NAD 83(1992)-  41 27 07.01499(N)    071 30 32.63636(W) AD(       ) 4
 LW3015  NAD 83(1992)-  41 27 07.01406(N)    071 30 32.63626(W) AD(       ) 4
 LW3015  NAD 83(1986)-  41 27 07.01374(N)    071 30 32.63586(W) AD(       ) 4
 LW3015  NAD 27      -  41 27 06.65006(N)    071 30 34.42468(W) AD(       ) 3
 LW3015
 LW3015.Superseded values are not recommended for survey control.
 LW3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3015.See file dsdata.txt to determine how the superseded data were derived.
 LW3015
 LW3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9042391968(NAD 83)
 LW3015_MARKER: 52 = STANDPIPE TANK
 LW3015
 LW3015  HISTORY     - Date     Condition        Report By
 LW3015  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3015  HISTORY     - 1984     GOOD             USPSQD
 LW3015  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW3015  HISTORY     - 20011017 POOR             USPSQD
 LW3015
 LW3015                          STATION DESCRIPTION
 LW3015
 LW3015'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3015'THE STATION, WAKEFIELD STANDPIPE, IS THE TOP CENTER OF THE
 LW3015'SILVER CYLINDRICAL STANDPIPE WHICH IS ABOUT 50 FEET IN HEIGHT.
 LW3015'
 LW3015'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 138
 LW3015'AND DAM STREET IN PEACE DALE, GO SOUTHERLY ON DAM STREET FOR
 LW3015'0.5 MILE TO THE STATION ON TOP OF A SMALL WOOD COVERED HILL.
 LW3015
 LW3015                          STATION RECOVERY (1984)
 LW3015
 LW3015'RECOVERY NOTE BY US POWER SQUADRON 1984 (AZ)
 LW3015'STATION RECOVERED AND APPEARS TO BE IN DIRE NEED OF PAINTING.
 LW3015'DIRECTIONS TO REACH THE STATION ARE INCORRECT, SHOULD
 LW3015'READ, FROM THE JUNCTION OF STATE HIGHWAY 108 AND DAM STREET IN
 LW3015'PEACEDALE, GO SOUTHERLY ON DAM STREET FOR 0.5 MILES TO THE STATION
 LW3015'ON TOP OF A SMALL HEAVILY WOOD COVERED HILL.  DAM STREET IS A
 LW3015'DEAD END STREET ENDING A SHORT DISTANCE (ABOUT 50 YARDS) PAST THE
 LW3015'STANDPIPE.
 LW3015
 LW3015                          STATION RECOVERY (1990)
 LW3015
 LW3015'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3015'MARK NOT FOUND.
 LW3015
 LW3015                          STATION RECOVERY (2001)
 LW3015
 LW3015'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW3015'STANDPIPE REMOVED SEVERAL YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2567 ***********************************************************************
 LW2567  DESIGNATION -  WALL 1913
 LW2567  PID         -  LW2567
 LW2567  STATE/COUNTY-  RI/KENT
 LW2567  USGS QUAD   -  EAST GREENWICH (1975)
 LW2567
 LW2567                         *CURRENT SURVEY CONTROL
 LW2567  ___________________________________________________________________
 LW2567* NAD 83(1996)-  41 39 46.96494(N)    071 24 32.75242(W)     ADJUSTED  
 LW2567* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LW2567  ___________________________________________________________________
 LW2567  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 LW2567  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW2567
 LW2567  HORZ ORDER  -  THIRD
 LW2567
 LW2567.The horizontal coordinates were established by classical geodetic methods
 LW2567.and adjusted by the National Geodetic Survey in August 1998..
 LW2567
 LW2567.The orthometric height was scaled from a topographic map.
 LW2567
 LW2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2567
 LW2567.The geoid height was determined by GEOID03.
 LW2567
 LW2567;                    North         East     Units Scale Factor Converg.
 LW2567;SPC RI       -    64,387.113   107,570.863   MT  0.99999446   +0 03 37.5
 LW2567;SPC RI       -   211,243.39    352,922.07   sFT  0.99999446   +0 03 37.5
 LW2567;UTM  19      - 4,615,169.609   299,428.173   MT  1.00009508   -1 36 07.1
 LW2567
 LW2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2567!SPC RI       -   1.00000442  x   0.99999446  =   0.99999888
 LW2567!UTM  19      -   1.00000442  x   1.00009508  =   1.00009950
 LW2567
 LW2567                          SUPERSEDED SURVEY CONTROL
 LW2567
 LW2567  NAD 83(1996)-  41 39 46.96452(N)    071 24 32.75229(W) AD(       ) 3
 LW2567  NAD 83(1992)-  41 39 46.96338(N)    071 24 32.75148(W) AD(       ) 3
 LW2567  NAD 83(1992)-  41 39 46.96286(N)    071 24 32.75150(W) AD(       ) 3
 LW2567  NAD 83(1986)-  41 39 46.96315(N)    071 24 32.75079(W) AD(       ) 3
 LW2567  NAD 27      -  41 39 46.58100(N)    071 24 34.56200(W) AD(       ) 3
 LW2567
 LW2567.Superseded values are not recommended for survey control.
 LW2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2567.See file dsdata.txt to determine how the superseded data were derived.
 LW2567
 LW2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9942815170(NAD 83)
 LW2567
 LW2567  HISTORY     - Date     Condition        Report By
 LW2567  HISTORY     - 1913     MONUMENTED       CGS
 LW2567  HISTORY     - 1916     SEE DESCRIPTION  USE
 LW2567  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2567  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2567  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2567
 LW2567                          STATION DESCRIPTION
 LW2567
 LW2567'DESCRIBED BY US ENGINEERS 1916
 LW2567'IN THE ANGLE OF A STONE WALL AT THE EXTREME END OF SANDY
 LW2567'POINT, ON POTOWOMUT NECK, ON THE S SIDE OF THE ENTRANCE TO GREENWICH
 LW2567'BAY.
 LW2567'
 LW2567'THE STATION IS MARKED BY THE PROJECTING POINT OF A NAIL
 LW2567'SURROUNDED BY A TRIANGLE IN THE TOP OF A CONCRETE POST 8 INCHES
 LW2567'SQUARE AND 22 INCHES LONG, WHICH PROJECTS SLIGHTLY ABOVE THE
 LW2567'GROUND.  THE UNDERGROUND MARK IS THE SAME AS THE SURFACE MARK,
 LW2567'EXCEPT THAT THE POST IS ONLY 12 INCHES LONG AND IS BURIED TO A
 LW2567'DEPTH OF 2 FEET.  THE STATION MARK BEARS THE INSCRIPTION 1913 C.
 LW2567'AND G.S.
 LW2567'
 LW2567'THE OLD STATION SANDY POINT (1863) IS 133.17 METERS (436.9
 LW2567'FEET) TO THE SW OF THIS NEW STATION.
 LW2567
 LW2567                          STATION RECOVERY (1935)
 LW2567
 LW2567'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2567'THE STATION APPEARS TO HAVE BEEN DISTURBED.
 LW2567'
 LW2567'THE STATION IS NOW 7.3 FEET INSIDE OF THE INSIDE FACE OF A LOW
 LW2567'CURVED SEA WALL.  31 FEET SSE OF A STUCCOED BUNGALOW.  AND ABOUT
 LW2567'24 YARDS NNW OF A DRIVEWAY GATE IN A FENCE OF ROUND PICKETS.
 LW2567'
 LW2567'THE FENCE MARKS THE N SIDE OF A ROAD WHICH IS PARALLEL TO AND 1
 LW2567'BLOCK N OF IVES ROAD.
 LW2567
 LW2567                          STATION RECOVERY (1944)
 LW2567
 LW2567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RMB)
 LW2567'STATION NOT RECOVERED.  THE STONE BUNGALOW MENTIONED IN THE
 LW2567'DESCRIPTION HAS BEEN DESTROYED.  HOWEVER, THE FOUNDATION STILL
 LW2567'REMAINS.  MEASUREMENTS FROM THE FRONT AND THE CORNER WALLS
 LW2567'MENTIONED IN THE ORIGINAL DESCRIPTION WERE MADE AND THIS
 LW2567'INTERSECTION WAS ABOUT 24 YARDS NNW OF THE DRIVEWAY GATE (ONLY
 LW2567'THE POSTS REMAIN).  A HOLE WAS DUG ABOUT 4 FEET AND SEVERAL
 LW2567'FEET WIDE AT THIS POINT, BUT NO TRACE OF THE STATION COULD BE
 LW2567'FOUND.
 LW2567'
 LW2567'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
 LW2567
 LW2567                          STATION RECOVERY (1956)
 LW2567
 LW2567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2567'THE STATION COULD NOT BE FOUND.  THE STUCCOED BUNGALOW IS GONE
 LW2567'AND THE FOUNDATIONS ARE CRUMBLED.  THE SEAWALL, PICKET FENCE
 LW2567'AND DRIVEWAY NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0545 ***********************************************************************
 LW0545  DESIGNATION -  WAMPAN
 LW0545  PID         -  LW0545
 LW0545  STATE/COUNTY-  RI/PROVIDENCE
 LW0545  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW0545
 LW0545                         *CURRENT SURVEY CONTROL
 LW0545  ___________________________________________________________________
 LW0545* NAD 83(1996)-  41 46 39.45204(N)    071 19 52.28762(W)     ADJUSTED  
 LW0545* NAVD 88     -        18.497  (meters)      60.69   (feet)  ADJUSTED  
 LW0545  ___________________________________________________________________
 LW0545  X           -   1,524,777.764 (meters)                     COMP
 LW0545  Y           -  -4,512,850.019 (meters)                     COMP
 LW0545  Z           -   4,227,209.239 (meters)                     COMP
 LW0545  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 LW0545  ELLIP HEIGHT-         -11.04  (meters)          (06/13/02) GPS OBS
 LW0545  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW0545  DYNAMIC HT  -          18.491 (meters)      60.67  (feet)  COMP
 LW0545  MODELED GRAV-     980,315.8   (mgal)                       NAVD 88
 LW0545
 LW0545  HORZ ORDER  -  FIRST
 LW0545  VERT ORDER  -  SECOND    CLASS 0
 LW0545  ELLP ORDER  -  FOURTH    CLASS II
 LW0545
 LW0545.The horizontal coordinates were established by classical geodetic methods
 LW0545.and adjusted by the National Geodetic Survey in August 1998..
 LW0545
 LW0545.The orthometric height was determined by differential leveling
 LW0545.and adjusted by the National Geodetic Survey in June 1991..
 LW0545
 LW0545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW0545
 LW0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0545
 LW0545.The ellipsoidal height was determined by GPS observations
 LW0545.and is referenced to NAD 83.
 LW0545
 LW0545.The geoid height was determined by GEOID03.
 LW0545
 LW0545.The dynamic height is computed by dividing the NAVD 88
 LW0545.geopotential number by the normal gravity value computed on the
 LW0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0545.degrees latitude (g = 980.6199 gals.).
 LW0545
 LW0545.The modeled gravity was interpolated from observed gravity values.
 LW0545
 LW0545;                    North         East     Units Scale Factor Converg.
 LW0545;SPC RI       -    77,122.943   114,034.457   MT  0.99999617   +0 06 44.9
 LW0545;SPC RI       -   253,027.52    374,128.05   sFT  0.99999617   +0 06 44.9
 LW0545;SPC MA M     -   836,384.288   214,034.416   MT  0.99999164   +0 06 48.2
 LW0545;SPC MA M     - 2,744,037.45    702,211.25   sFT  0.99999164   +0 06 48.2
 LW0545;UTM  19      - 4,627,713.391   306,259.489   MT  1.00006191   -1 33 13.0
 LW0545
 LW0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0545!SPC RI       -   1.00000173  x   0.99999617  =   0.99999790
 LW0545!SPC MA M     -   1.00000173  x   0.99999164  =   0.99999337
 LW0545!UTM  19      -   1.00000173  x   1.00006191  =   1.00006364
 LW0545
 LW0545:                Primary Azimuth Mark                     Grid Az
 LW0545:SPC RI       -  E PROVIDENCE RAD WJAR NE MAST            009 26 45.4
 LW0545:SPC MA M     -  E PROVIDENCE RAD WJAR NE MAST            009 26 42.1
 LW0545:UTM  19      -  E PROVIDENCE RAD WJAR NE MAST            011 06 43.3
 LW0545
 LW0545|---------------------------------------------------------------------|
 LW0545| PID    Reference Object                     Distance      Geod. Az  |
 LW0545|                                                           dddmmss.s |
 LW0545| LW2625 E PROVIDENCE RAD WJAR NE MAST       449.276 METERS 0093330.3 |
 LW0545| LW2636 E PROVIDENCE RAD WPRO NE MAST       APPROX. 0.9 KM 1143752.7 |
 LW0545| LW0546 WAMPAN RM 1                          14.643 METERS 12850     |
 LW0545| LW2622 E PROVIDENCE RAD WPRO SW MAST       APPROX. 0.8 KM 1295826.8 |
 LW0545| LW2308 WARREN TOWN HALL CUPOLA             APPROX. 6.8 KM 1425150.7 |
 LW0545| LW2638 EAST PROVIDENCE MUNICIPAL TANK      APPROX. 3.6 KM 3212658.3 |
 LW0545| LW5305 EP 014                              APPROX. 0.5 KM 3253338.3 |
 LW0545| LW0544 WAMPAN RM 2                          15.220 METERS 33437     |
 LW0545| LW2624 E PROVIDENCE RAD WJAR SW MAST       376.360 METERS 34817     |
 LW0545|---------------------------------------------------------------------|
 LW0545
 LW0545                          SUPERSEDED SURVEY CONTROL
 LW0545
 LW0545  ELLIP H (08/17/98)  -10.99   (m)                       GP(       ) 4 1
 LW0545  NAD 83(1996)-  41 46 39.45170(N)    071 19 52.28725(W) AD(       ) 1
 LW0545  NAD 83(1992)-  41 46 39.45057(N)    071 19 52.28677(W) AD(       ) 1
 LW0545  NAD 83(1992)-  41 46 39.45020(N)    071 19 52.28660(W) AD(       ) 1
 LW0545  NAD 83(1986)-  41 46 39.45113(N)    071 19 52.28779(W) AD(       ) 1
 LW0545  NAD 27      -  41 46 39.08574(N)    071 19 54.09064(W) AD(       ) 1
 LW0545  NGVD 29 (??/??/92)   18.752  (m)           61.52   (f) ADJ UNCH    2 0
 LW0545
 LW0545.Superseded values are not recommended for survey control.
 LW0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0545.See file dsdata.txt to determine how the superseded data were derived.
 LW0545
 LW0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0625927713(NAD 83)
 LW0545_MARKER: DS = TRIANGULATION STATION DISK
 LW0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0545_SP_SET: CONCRETE POST
 LW0545_STAMPING: WAMPAN 1968
 LW0545_MARK LOGO: CGS   
 LW0545_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0545+STABILITY: SURFACE MOTION
 LW0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0545+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 LW0545
 LW0545  HISTORY     - Date     Condition        Report By
 LW0545  HISTORY     - 1968     MONUMENTED       CGS
 LW0545  HISTORY     - 1969     GOOD             NGS
 LW0545  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 LW0545  HISTORY     - 1979     GOOD             NGS
 LW0545  HISTORY     - 1987     GOOD             RIGS
 LW0545  HISTORY     - 1987     GOOD             RIGS
 LW0545  HISTORY     - 19890402 GOOD             RIGS
 LW0545  HISTORY     - 20040623 GOOD             EPDPW
 LW0545
 LW0545                          STATION DESCRIPTION
 LW0545
 LW0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0545'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF THE CENTER OF
 LW0545'DOWNTOWN PROVIDENCE, 3-1/2 MILES SOUTH-SOUTHEAST OF CENTER OF
 LW0545'EAST PROVIDENCE, 3 MILES NORTHWEST OF BARRINGTON, ON WEST SIDE OF
 LW0545'STATE HIGHWAY 114 (WAMPANOAG TRAIL) AND ON PROPERTY OWNED BY
 LW0545'MR. J.G. LEONARDO.
 LW0545'
 LW0545'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAYS
 LW0545'95 AND 195 IN PROVIDENCE, GO EASTERLY ON INTERSTATE HIGHWAY 195 FOR
 LW0545'3.2 MILES TO THE JUNCTION OF STATE HIGHWAY 114.  TURN RIGHT AND GO
 LW0545'SOUTH ON STATE HIGHWAY 114 FOR 3.0 MILES TO FORBES STREET ON RIGHT
 LW0545'AND THE WJAR RADIO STATION ON LEFT.  CONTINUE SOUTHERLY FOR 0.2
 LW0545'MILE TO A SIGN J.G. LEONARDO AND DRIVEWAY ON RIGHT.  TURN RIGHT
 LW0545'AND GO SOUTHWESTERLY FOR 0.1 MILE TO ROAD JUNCTION AND DAIRY
 LW0545'BARN ON RIGHT.  TURN LEFT AND GO SOUTHEAST FOR 0.05 MILE TO
 LW0545'STATION ON LEFT AS DESCRIBED.
 LW0545'
 LW0545'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 LW0545'
 LW0545'STATION MARK, STAMPED WAMPAN 1968, IS SET FLUSH.  IT IS 82.5 FEET
 LW0545'WEST-SOUTHWEST OF CENTER OF SOUTH BOUND LANE OF STATE HIGHWAY 114,
 LW0545'70.5 FEET NORTH-NORTHWEST OF NORTHEAST CORNER OF MR. J.G.
 LW0545'LEONARDOS HOUSE, 66 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 LW0545'HOUSE AND 17.5 FEET WEST-SOUTHWEST OF ROAD EMBANKMENT.
 LW0545'
 LW0545'RM 1, STAMPED WAMPAN NO 1 1968, IS SET FLUSH.  IT IS 66.5 FEET
 LW0545'NORTH-NORTHWEST OF POWER LINE POLE 106 1/2, 37 FEET NORTHEAST OF
 LW0545'THE NORTHEAST CORNER OF HOUSE AND 5 FEET WEST-SOUTHWEST OF
 LW0545'ROAD EMBANKMENT.
 LW0545'
 LW0545'RM 2, STAMPED WAMPAN NO 2 1968, IS SET FLUSH.  IT IS 101 FEET
 LW0545'NORTH OF THE NORTHWEST CORNER OF HOUSE, 45 FEET EAST OF A 2-FOOT
 LW0545'TREE AND 8 FEET WEST-SOUTHWEST OF ROAD EMBANKMENT.
 LW0545'
 LW0545'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW0545
 LW0545                          STATION RECOVERY (1969)
 LW0545
 LW0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0545'3.3 MI N FROM BARRINGTON.
 LW0545'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 114 AND 103 FROM THE
 LW0545'POST OFFICE AT BARRINGTON, 0.2 MILE SOUTH OF THE JUNCTION OF
 LW0545'FORBES STREET, ON THE PROPERTY OF J.G. LEONARDO, ON TOP OF A
 LW0545'20-FOOT HIGH DIRT EMBANKMENT, 82 1/2 FEET SOUTHWEST OF THE
 LW0545'CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 70.5 FEET
 LW0545'NORTHWEST OF THE NORTHEAST CORNER OF THE RESIDENCE OF MR.
 LW0545'LEONARDO, 66 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 LW0545'RESIDENCE, 17 1/2 FEET SOUTHWEST OF THE ROAD EMBANKMENT AND SET
 LW0545'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW0545
 LW0545                          STATION RECOVERY (1974)
 LW0545
 LW0545'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 LW0545'STATION FOUND IN POOR CONDITION.
 LW0545
 LW0545                          STATION RECOVERY (1979)
 LW0545
 LW0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW0545'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LW0545'CONDITION.  THE STATION MARK IS NOW 3 INCHES UNDERGROUND.  THE 1968
 LW0545'DESCRIPTION IS ADEQUATE FOR RECOVERING THE STATION.
 LW0545
 LW0545                          STATION RECOVERY (1987)
 LW0545
 LW0545'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW0545'THE DESIGNATED MARK WAS RECOVERED WITH THE CHANGES NOTED.
 LW0545'
 LW0545'THE STATION AND RM 2 ARE NOW RECESSED ABOUT 6 INCHES BELOW GROUND.
 LW0545'
 LW0545'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW0545
 LW0545                          STATION RECOVERY (1987)
 LW0545
 LW0545'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0545'RECOVERED IN GOOD CONDITION.
 LW0545
 LW0545                          STATION RECOVERY (1989)
 LW0545
 LW0545'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW0545'RECOVERED IN GOOD CONDITION.
 LW0545
 LW0545                          STATION RECOVERY (2004)
 LW0545
 LW0545'RECOVERY NOTE BY   2004
 LW0545'STANDARD DISK SET RECOVERED WITH ADDITIONAL NOTES- STATION MARK
 LW0545'(STAMPED WAMPAN 1968) 6 INCHES BELOW SURFACE OF GROUND. THE 1968
 LW0545'DESCRIPTION IS STILL ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0546 ***********************************************************************
 LW0546  DESIGNATION -  WAMPAN RM 1
 LW0546  PID         -  LW0546
 LW0546  STATE/COUNTY-  RI/PROVIDENCE
 LW0546  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW0546
 LW0546                         *CURRENT SURVEY CONTROL
 LW0546  ___________________________________________________________________
 LW0546* NAD 83(1996)-  41 46 39.15442(N)    071 19 51.79370(W)     ADJUSTED  
 LW0546* NAVD 88     -        18.519  (meters)      60.76   (feet)  ADJUSTED  
 LW0546  ___________________________________________________________________
 LW0546  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 LW0546  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW0546  DYNAMIC HT  -          18.513 (meters)      60.74  (feet)  COMP
 LW0546  MODELED GRAV-     980,315.8   (mgal)                       NAVD 88
 LW0546
 LW0546  HORZ ORDER  -  FIRST
 LW0546  VERT ORDER  -  SECOND    CLASS 0
 LW0546
 LW0546.The horizontal coordinates were established by classical geodetic methods
 LW0546.and adjusted by the National Geodetic Survey in August 1998..
 LW0546
 LW0546.The orthometric height was determined by differential leveling
 LW0546.and adjusted by the National Geodetic Survey in June 1991..
 LW0546
 LW0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0546
 LW0546.The geoid height was determined by GEOID03.
 LW0546
 LW0546.The dynamic height is computed by dividing the NAVD 88
 LW0546.geopotential number by the normal gravity value computed on the
 LW0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0546.degrees latitude (g = 980.6199 gals.).
 LW0546
 LW0546.The modeled gravity was interpolated from observed gravity values.
 LW0546
 LW0546;                    North         East     Units Scale Factor Converg.
 LW0546;SPC RI       -    77,113.783   114,045.881   MT  0.99999618   +0 06 45.2
 LW0546;SPC RI       -   252,997.47    374,165.53   sFT  0.99999618   +0 06 45.2
 LW0546;UTM  19      - 4,627,703.902   306,270.643   MT  1.00006186   -1 33 12.7
 LW0546
 LW0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0546!SPC RI       -   1.00000173  x   0.99999618  =   0.99999791
 LW0546!UTM  19      -   1.00000173  x   1.00006186  =   1.00006359
 LW0546
 LW0546                          SUPERSEDED SURVEY CONTROL
 LW0546
 LW0546  NAD 83(1996)-  41 46 39.15408(N)    071 19 51.79333(W) AD(       ) 1
 LW0546  NAD 83(1992)-  41 46 39.15295(N)    071 19 51.79285(W) AD(       ) 1
 LW0546  NAD 83(1992)-  41 46 39.15259(N)    071 19 51.79267(W) AD(       ) 1
 LW0546  NAD 83(1986)-  41 46 39.15352(N)    071 19 51.79387(W) AD(       ) 1
 LW0546  NGVD 29 (??/??/92)   18.772  (m)           61.59   (f) ADJ UNCH    2 0
 LW0546
 LW0546.Superseded values are not recommended for survey control.
 LW0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0546.See file dsdata.txt to determine how the superseded data were derived.
 LW0546
 LW0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0627127704(NAD 83)
 LW0546_MARKER: DR = REFERENCE MARK DISK
 LW0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0546_SP_SET: CONCRETE POST
 LW0546_STAMPING: WAMPAN NO 1 1968
 LW0546_MARK LOGO: CGS   
 LW0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0546+STABILITY: SURFACE MOTION
 LW0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0546+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 LW0546
 LW0546  HISTORY     - Date     Condition        Report By
 LW0546  HISTORY     - 1968     MONUMENTED       CGS
 LW0546  HISTORY     - 1969     GOOD             NGS
 LW0546  HISTORY     - 1987     GOOD             RIGS
 LW0546  HISTORY     - 20040623 GOOD             EPDPW
 LW0546
 LW0546                          STATION DESCRIPTION
 LW0546
 LW0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0546'3.3 MI N FROM BARRINGTON.
 LW0546'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 114 AND 103 FROM THE
 LW0546'POST OFFICE AT BARRINGTON, 48.1 FEET SOUTHEAST OF THE STATION
 LW0546'MARK DESCRIBED, 66 1/2 FEET NORTH-NORTHWEST OF POWER LINE POLE
 LW0546'106 1/2, 37 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LW0546'RESIDENCE OF MR. J.G. LEONARDO, 5 FEET SOUTHWEST OF THE ROAD
 LW0546'EMBANKMENT AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LW0546'THE GROUND.
 LW0546
 LW0546                          STATION RECOVERY (1987)
 LW0546
 LW0546'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0546'RECOVERED IN GOOD CONDITION.
 LW0546
 LW0546                          STATION RECOVERY (2004)
 LW0546
 LW0546'RECOVERY NOTE BY   2004
 LW0546'THE 1968 DESCRIPTION IS STILL ADEQUATE FOR RECOVERY. THE DISK (WAMPAN
 LW0546'RM1) IS JUST ABOUT FLUSH TO THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0544 ***********************************************************************
 LW0544  DESIGNATION -  WAMPAN RM 2
 LW0544  PID         -  LW0544
 LW0544  STATE/COUNTY-  RI/PROVIDENCE
 LW0544  USGS QUAD   -  EAST PROVIDENCE (1979)
 LW0544
 LW0544                         *CURRENT SURVEY CONTROL
 LW0544  ___________________________________________________________________
 LW0544* NAD 83(1996)-  41 46 39.89776(N)    071 19 52.57010(W)     ADJUSTED  
 LW0544* NAVD 88     -        18.740  (meters)      61.48   (feet)  ADJUSTED  
 LW0544  ___________________________________________________________________
 LW0544  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 LW0544  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW0544  DYNAMIC HT  -          18.734 (meters)      61.46  (feet)  COMP
 LW0544  MODELED GRAV-     980,315.8   (mgal)                       NAVD 88
 LW0544
 LW0544  HORZ ORDER  -  FIRST
 LW0544  VERT ORDER  -  SECOND    CLASS 0
 LW0544
 LW0544.The horizontal coordinates were established by classical geodetic methods
 LW0544.and adjusted by the National Geodetic Survey in August 1998..
 LW0544
 LW0544.The orthometric height was determined by differential leveling
 LW0544.and adjusted by the National Geodetic Survey in June 1991..
 LW0544
 LW0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0544
 LW0544.The geoid height was determined by GEOID03.
 LW0544
 LW0544.The dynamic height is computed by dividing the NAVD 88
 LW0544.geopotential number by the normal gravity value computed on the
 LW0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0544.degrees latitude (g = 980.6199 gals.).
 LW0544
 LW0544.The modeled gravity was interpolated from observed gravity values.
 LW0544
 LW0544;                    North         East     Units Scale Factor Converg.
 LW0544;SPC RI       -    77,136.681   114,027.906   MT  0.99999617   +0 06 44.7
 LW0544;SPC RI       -   253,072.59    374,106.55   sFT  0.99999617   +0 06 44.7
 LW0544;UTM  19      - 4,627,727.315   306,253.340   MT  1.00006194   -1 33 13.2
 LW0544
 LW0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0544!SPC RI       -   1.00000169  x   0.99999617  =   0.99999786
 LW0544!UTM  19      -   1.00000169  x   1.00006194  =   1.00006363
 LW0544
 LW0544                          SUPERSEDED SURVEY CONTROL
 LW0544
 LW0544  NAD 83(1996)-  41 46 39.89742(N)    071 19 52.56973(W) AD(       ) 1
 LW0544  NAD 83(1992)-  41 46 39.89629(N)    071 19 52.56925(W) AD(       ) 1
 LW0544  NAD 83(1992)-  41 46 39.89592(N)    071 19 52.56908(W) AD(       ) 1
 LW0544  NAD 83(1986)-  41 46 39.89681(N)    071 19 52.57024(W) AD(       ) 1
 LW0544  NGVD 29 (??/??/92)   18.994  (m)           62.32   (f) ADJ UNCH    2 0
 LW0544
 LW0544.Superseded values are not recommended for survey control.
 LW0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0544.See file dsdata.txt to determine how the superseded data were derived.
 LW0544
 LW0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0625327727(NAD 83)
 LW0544_MARKER: DR = REFERENCE MARK DISK
 LW0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0544_SP_SET: CONCRETE POST
 LW0544_STAMPING: WAMPAN NO 2 1968
 LW0544_MARK LOGO: CGS   
 LW0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0544+STABILITY: SURFACE MOTION
 LW0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0544+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 LW0544
 LW0544  HISTORY     - Date     Condition        Report By
 LW0544  HISTORY     - 1968     MONUMENTED       CGS
 LW0544  HISTORY     - 1969     GOOD             NGS
 LW0544  HISTORY     - 1987     GOOD             RIGS
 LW0544  HISTORY     - 20040623 GOOD             EPDPW
 LW0544
 LW0544                          STATION DESCRIPTION
 LW0544
 LW0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0544'3.3 MI N FROM BARRINGTON.
 LW0544'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 114 AND 103 FROM THE
 LW0544'POST OFFICE AT BARRINGTON, 0.2 MILE SOUTH OF THE JUNCTION OF
 LW0544'FORBES STREET, 101 FEET NORTH OF THE NORTHWEST CORNER OF THE
 LW0544'RESIDENCE OF MR. J.G. LEONARDO, 45 FEET EAST OF A 24-INCH TREE,
 LW0544'50.0 FEET NORTH OF THE STATION MARK DESCRIBED, 95.5 FEET
 LW0544'NORTH-NORTHWEST OF RM 1 DESCRIBED, SET IN THE TOP OF A CONCRETE
 LW0544'POST FLUSH WITH THE GROUND.
 LW0544
 LW0544                          STATION RECOVERY (1987)
 LW0544
 LW0544'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0544'RECOVERED IN GOOD CONDITION EXCEPT THAT THE MARK IS NOW 15
 LW0544'CENTIMETERS BELOW THE LEVEL OF THE GROUND.
 LW0544
 LW0544                          STATION RECOVERY (2004)
 LW0544
 LW0544'RECOVERY NOTE BY   2004
 LW0544'THE 1968 DESCRIPTION IS STILL ADEQUATE FOR RECOVERY. THE DISK (WAMPAN
 LW0544'RM2) IS JUST ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2434 ***********************************************************************
 LW2434  DESIGNATION -  WAR COLLEGE SE TANK
 LW2434  PID         -  LW2434
 LW2434  STATE/COUNTY-  RI/NEWPORT
 LW2434  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2434
 LW2434                         *CURRENT SURVEY CONTROL
 LW2434  ___________________________________________________________________
 LW2434* NAD 83(1996)-  41 30 12.67395(N)    071 19 19.56554(W)     ADJUSTED  
 LW2434* NAVD 88     -                                                        
 LW2434  ___________________________________________________________________
 LW2434  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 LW2434  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW2434
 LW2434  HORZ ORDER  -  THIRD
 LW2434
 LW2434.The horizontal coordinates were established by classical geodetic methods
 LW2434.and adjusted by the National Geodetic Survey in August 1998..
 LW2434
 LW2434
 LW2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2434
 LW2434.The geoid height was determined by GEOID03.
 LW2434
 LW2434;                    North         East     Units Scale Factor Converg.
 LW2434;SPC RI       -    46,680.805   114,852.946   MT  0.99999646   +0 07 04.4
 LW2434;SPC RI       -   153,151.94    376,813.37   sFT  0.99999646   +0 07 04.4
 LW2434;UTM  19      - 4,597,258.318   306,194.910   MT  1.00006225   -1 32 21.3
 LW2434
 LW2434                          SUPERSEDED SURVEY CONTROL
 LW2434
 LW2434  NAD 83(1996)-  41 30 12.67357(N)    071 19 19.56489(W) AD(       ) 4
 LW2434  NAD 83(1992)-  41 30 12.67234(N)    071 19 19.56487(W) AD(       ) 4
 LW2434  NAD 83(1992)-  41 30 12.67180(N)    071 19 19.56449(W) AD(       ) 4
 LW2434  NAD 83(1986)-  41 30 12.67153(N)    071 19 19.56244(W) AD(       ) 4
 LW2434  NAD 27      -  41 30 12.31100(N)    071 19 21.37900(W) AD(       ) 3
 LW2434
 LW2434.Superseded values are not recommended for survey control.
 LW2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2434.See file dsdata.txt to determine how the superseded data were derived.
 LW2434
 LW2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0619597258(NAD 83)
 LW2434
 LW2434  HISTORY     - Date     Condition        Report By
 LW2434  HISTORY     - 1943     MONUMENTED       CGS
 LW2434  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2434
 LW2434                          STATION DESCRIPTION
 LW2434
 LW2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2434'THE STATION IS JUST N OF THE NAVAL HOSPITAL, IN THE TOWN OF
 LW2434'NEWPORT.  IT IS THE FINIAL OF A GRAY ELEVATED WATER TANK.
 LW2434'
 LW2434'THIS IS AN INTERSECTION STATION.
 LW2434
 LW2434                          STATION RECOVERY (1956)
 LW2434
 LW2434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2434'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2434'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2311 ***********************************************************************
 LW2311  DESIGNATION -  WARREN BERKSHIRE MILLS STK
 LW2311  PID         -  LW2311
 LW2311  STATE/COUNTY-  RI/BRISTOL
 LW2311  USGS QUAD   -  BRISTOL (1975)
 LW2311
 LW2311                         *CURRENT SURVEY CONTROL
 LW2311  ___________________________________________________________________
 LW2311* NAD 83(1996)-  41 44 04.36013(N)    071 17 13.54435(W)     ADJUSTED  
 LW2311* NAVD 88     -                                                        
 LW2311  ___________________________________________________________________
 LW2311  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 LW2311  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW2311
 LW2311  HORZ ORDER  -  THIRD
 LW2311
 LW2311.The horizontal coordinates were established by classical geodetic methods
 LW2311.and adjusted by the National Geodetic Survey in August 1998..
 LW2311
 LW2311
 LW2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2311
 LW2311.The geoid height was determined by GEOID03.
 LW2311
 LW2311;                    North         East     Units Scale Factor Converg.
 LW2311;SPC RI       -    72,346.151   117,712.303   MT  0.99999761   +0 08 30.2
 LW2311;SPC RI       -   237,355.66    386,194.45   sFT  0.99999761   +0 08 30.2
 LW2311;SPC MA M     -   831,607.579   217,712.345   MT  0.99999743   +0 08 34.9
 LW2311;SPC MA M     - 2,728,365.87    714,277.92   sFT  0.99999743   +0 08 34.9
 LW2311;UTM  19      - 4,622,831.454   309,797.158   MT  1.00004520   -1 31 22.5
 LW2311
 LW2311                          SUPERSEDED SURVEY CONTROL
 LW2311
 LW2311  NAD 83(1996)-  41 44 04.35991(N)    071 17 13.54428(W) AD(       ) 4
 LW2311  NAD 83(1992)-  41 44 04.35847(N)    071 17 13.54335(W) AD(       ) 4
 LW2311  NAD 83(1992)-  41 44 04.35820(N)    071 17 13.54331(W) AD(       ) 4
 LW2311  NAD 83(1986)-  41 44 04.35900(N)    071 17 13.54256(W) AD(       ) 4
 LW2311  NAD 27      -  41 44 04.01400(N)    071 17 15.36700(W) AD(       ) 3
 LW2311
 LW2311.Superseded values are not recommended for survey control.
 LW2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2311.See file dsdata.txt to determine how the superseded data were derived.
 LW2311
 LW2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0979722831(NAD 83)
 LW2311
 LW2311  HISTORY     - Date     Condition        Report By
 LW2311  HISTORY     - 1956     MONUMENTED       CGS
 LW2311
 LW2311                          STATION DESCRIPTION
 LW2311
 LW2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2311'STATION IS LOCATED IN THE CITY OF WARREN, ON THE W SIDE OF MAIN
 LW2311'STREET, AND AT THE SW CORNER OF THE BERKSHIRE FABRIC MILLS
 LW2311'FACTORY.
 LW2311'
 LW2311'STATION IS THE TALL BRICK STACK, THE ONLY ONE IN THE VICINITY.
 LW2311'
 LW2311'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2309 ***********************************************************************
 LW2309  DESIGNATION -  WARREN METHODIST CHURCH SPIRE
 LW2309  PID         -  LW2309
 LW2309  STATE/COUNTY-  RI/BRISTOL
 LW2309  USGS QUAD   -  BRISTOL (1975)
 LW2309
 LW2309                         *CURRENT SURVEY CONTROL
 LW2309  ___________________________________________________________________
 LW2309* NAD 83(1996)-  41 43 48.60196(N)    071 17 00.95934(W)     ADJUSTED  
 LW2309* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LW2309  ___________________________________________________________________
 LW2309  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 LW2309  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW2309
 LW2309  HORZ ORDER  -  THIRD
 LW2309
 LW2309.The horizontal coordinates were established by classical geodetic methods
 LW2309.and adjusted by the National Geodetic Survey in August 1998..
 LW2309
 LW2309.The orthometric height was scaled from a topographic map.
 LW2309
 LW2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2309
 LW2309.The geoid height was determined by GEOID03.
 LW2309
 LW2309;                    North         East     Units Scale Factor Converg.
 LW2309;SPC RI       -    71,860.704   118,004.357   MT  0.99999774   +0 08 38.5
 LW2309;SPC RI       -   235,762.99    387,152.63   sFT  0.99999774   +0 08 38.5
 LW2309;SPC MA M     -   831,122.138   218,004.410   MT  0.99999805   +0 08 43.3
 LW2309;SPC MA M     - 2,726,773.21    715,236.14   sFT  0.99999805   +0 08 43.3
 LW2309;UTM  19      - 4,622,337.705   310,075.000   MT  1.00004390   -1 31 13.7
 LW2309
 LW2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2309!SPC RI       -   1.00000233  x   0.99999774  =   1.00000007
 LW2309!SPC MA M     -   1.00000233  x   0.99999805  =   1.00000038
 LW2309!UTM  19      -   1.00000233  x   1.00004390  =   1.00004623
 LW2309
 LW2309:                Primary Azimuth Mark                     Grid Az
 LW2309:SPC RI       -  BARRINGTON CONG CHURCH SPIRE             305 37 07.4
 LW2309:SPC MA M     -  BARRINGTON CONG CHURCH SPIRE             305 37 02.6
 LW2309:UTM  19      -  BARRINGTON CONG CHURCH SPIRE             307 16 59.6
 LW2309
 LW2309|---------------------------------------------------------------------|
 LW2309| PID    Reference Object                     Distance      Geod. Az  |
 LW2309|                                                           dddmmss.s |
 LW2309| LW2366 BARRINGTON CONG CHURCH SPIRE        APPROX. 3.6 KM 3054545.9 |
 LW2309| LW2635 CHERRY                              APPROX. 5.7 KM 3302829.5 |
 LW2309| LW2633 REHOBOTH SEEKONK SWANSEA COR        APPROX. 5.0 KM 3513434.6 |
 LW2309|---------------------------------------------------------------------|
 LW2309
 LW2309                          SUPERSEDED SURVEY CONTROL
 LW2309
 LW2309  NAD 83(1996)-  41 43 48.60191(N)    071 17 00.95931(W) AD(       ) 3
 LW2309  NAD 83(1992)-  41 43 48.60004(N)    071 17 00.95838(W) AD(       ) 3
 LW2309  NAD 83(1992)-  41 43 48.59997(N)    071 17 00.95838(W) AD(       ) 3
 LW2309  NAD 83(1986)-  41 43 48.59990(N)    071 17 00.95596(W) AD(       ) 3
 LW2309  NAD 27      -  41 43 48.22736(N)    071 17 02.76382(W) AD(       ) 3
 LW2309
 LW2309.Superseded values are not recommended for survey control.
 LW2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2309.See file dsdata.txt to determine how the superseded data were derived.
 LW2309
 LW2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1007522338(NAD 83)
 LW2309_MARKER: 90 = CHURCH SPIRE
 LW2309_SETTING: 0 = UNSPECIFIED SETTING
 LW2309
 LW2309  HISTORY     - Date     Condition        Report By
 LW2309  HISTORY     - UNK      FIRST OBSERVED
 LW2309  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2309  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2309  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2309  HISTORY     - 1988     GOOD             RIGS
 LW2309  HISTORY     - 1988     GOOD             RIGS
 LW2309
 LW2309                          STATION DESCRIPTION
 LW2309
 LW2309'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2309'THE FIRST METHODIST EPISCOPAL CHURCH OF WARREN WAS BUILT IN
 LW2309'1844-5, AND SO FAR AS I CAN DETERMINE FROM OLD MAPS AND THE
 LW2309'TESTIMONY OF ITS PRESENT PASTOR, THE BUILDING AND STEEPLE ARE IN
 LW2309'THE SAME LOCATION TODAY AS ORIGINALLY.  THE CHURCH FACES CHURCH
 LW2309'STREET AND RUNS BACK TO BAKER STREET.  THE STEEPLE IS OVER THE
 LW2309'CENTER OF THE S GABLE AND ABOUT 50 FEET N OF THE PROPERTY LINE
 LW2309'ON CHURCH STREET.  THE BUILDING IS W OF MAIN STREET AND E OF
 LW2309'SOUTH WATER STREET.  THE STEEPLE CONSISTS OF AN OCTAGONAL
 LW2309'SPIRE ABOVE A SQUARE CLOCK TOWER.  ON TOP OF THE SPIRE IS A
 LW2309'WEATHER VANE.
 LW2309
 LW2309                          STATION RECOVERY (1956)
 LW2309
 LW2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2309'STATION RECOVERED IN GOOD CONDITION.  THIS IS APPARENTLY THE SAME
 LW2309'STATION THAT WAS DESCRIBED IN 1935 BY THE RHODE ISLAND GEODETIC
 LW2309'SURVEY AS WARREN METHODIST SPIRE, 1863.  THE 1935 RECOVERY NOTE
 LW2309'FOR THE 1863 STATION IS ADEQUATE FOR RECOVERY OF THE 1890 STATION,
 LW2309'THE PRESENT CHURCH.  THIS CHURCH HAS BEEN STANDING IN THE SAME
 LW2309'LOCATION SINCE A DATE PRIOR TO 1863.
 LW2309
 LW2309                          STATION RECOVERY (1968)
 LW2309
 LW2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2309'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2309
 LW2309                          STATION RECOVERY (1988)
 LW2309
 LW2309'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988 (GEC)
 LW2309'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2309'
 LW2309'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2309
 LW2309                          STATION RECOVERY (1988)
 LW2309
 LW2309'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988 (GEC)
 LW2309'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2309'
 LW2309'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0611 ***********************************************************************
 LW0611  DESIGNATION -  WARREN OP 1
 LW0611  PID         -  LW0611
 LW0611  STATE/COUNTY-  RI/NEWPORT
 LW0611  USGS QUAD   -  SAKONNET POINT (1970)
 LW0611
 LW0611                         *CURRENT SURVEY CONTROL
 LW0611  ___________________________________________________________________
 LW0611* NAD 83(1996)-  41 27 40.61610(N)    071 10 22.50346(W)     ADJUSTED  
 LW0611* NAVD 88     -         7.294  (meters)      23.93   (feet)  ADJUSTED  
 LW0611  ___________________________________________________________________
 LW0611  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 LW0611  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW0611  DYNAMIC HT  -           7.292 (meters)      23.92  (feet)  COMP
 LW0611  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LW0611
 LW0611  HORZ ORDER  -  SECOND
 LW0611  VERT ORDER  -  SECOND    CLASS 0
 LW0611
 LW0611.The horizontal coordinates were established by classical geodetic methods
 LW0611.and adjusted by the National Geodetic Survey in August 1998..
 LW0611
 LW0611.The orthometric height was determined by differential leveling
 LW0611.and adjusted by the National Geodetic Survey in June 1991..
 LW0611
 LW0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0611
 LW0611.The geoid height was determined by GEOID03.
 LW0611
 LW0611.The dynamic height is computed by dividing the NAVD 88
 LW0611.geopotential number by the normal gravity value computed on the
 LW0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0611.degrees latitude (g = 980.6199 gals.).
 LW0611
 LW0611.The modeled gravity was interpolated from observed gravity values.
 LW0611
 LW0611;                    North         East     Units Scale Factor Converg.
 LW0611;SPC RI       -    42,026.077   127,326.232   MT  1.00000294   +0 12 59.6
 LW0611;SPC RI       -   137,880.55    417,736.15   sFT  1.00000294   +0 12 59.6
 LW0611;SPC MA M     -   801,287.248   227,327.607   MT  1.00004718   +0 13 11.0
 LW0611;SPC MA M     - 2,628,889.91    745,823.99   sFT  1.00004718   +0 13 11.0
 LW0611;UTM  19      - 4,592,244.813   318,528.856   MT  1.00000529   -1 26 20.8
 LW0611
 LW0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0611!SPC RI       -   1.00000354  x   1.00000294  =   1.00000648
 LW0611!SPC MA M     -   1.00000354  x   1.00004718  =   1.00005072
 LW0611!UTM  19      -   1.00000354  x   1.00000529  =   1.00000883
 LW0611
 LW0611                          SUPERSEDED SURVEY CONTROL
 LW0611
 LW0611  NAD 83(1996)-  41 27 40.61621(N)    071 10 22.50303(W) AD(       ) 2
 LW0611  NAD 83(1992)-  41 27 40.61419(N)    071 10 22.50288(W) AD(       ) 2
 LW0611  NAD 83(1992)-  41 27 40.61413(N)    071 10 22.50254(W) AD(       ) 2
 LW0611  NAD 83(1986)-  41 27 40.61458(N)    071 10 22.50043(W) AD(       ) 2
 LW0611  NAD 27      -  41 27 40.24100(N)    071 10 24.33700(W) AD(       ) 2
 LW0611  NGVD 29 (??/??/92)    7.519  (m)           24.67   (f) ADJ UNCH    2 0
 LW0611
 LW0611.Superseded values are not recommended for survey control.
 LW0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0611.See file dsdata.txt to determine how the superseded data were derived.
 LW0611
 LW0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1852992245(NAD 83)
 LW0611_MARKER: DS = TRIANGULATION STATION DISK
 LW0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0611_STAMPING: WARREN OP NO 1 1940
 LW0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0611+STABILITY: SURFACE MOTION
 LW0611
 LW0611  HISTORY     - Date     Condition        Report By
 LW0611  HISTORY     - 1940     MONUMENTED       CGS
 LW0611  HISTORY     - 1943     GOOD             CGS
 LW0611  HISTORY     - 1943     GOOD             NGS
 LW0611
 LW0611                          STATION DESCRIPTION
 LW0611
 LW0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0611'THE MARK IS 62.5453 M. W OF TRIANGULATION STATION WARREN AT
 LW0611'WARRENS POINT.  IT IS A STANDARD REFERENCE-MARK DISK, SET IN THE
 LW0611'TOP CENTER OF A 1-FT. SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3
 LW0611'IN. ABOVE THE GROUND AND IS STAMPED WARREN O P NO 1 1940.  IT IS
 LW0611'ABOUT 55 FT. E OF A LARGE ROCK OUTCROP WHICH IS ABOUT 10 FT. HIGH
 LW0611'AND DIRECTLY E OF THE PRIVATE SWIMMING BEACH AT WARRENS POINT.
 LW0611'
 LW0611'TRIANGULATION STATION WARREN IS AT WARRENS POINT NEAR THE E SIDE
 LW0611'OF THE MOUTH OF THE SAKONNET RIVER.  IT IS ABOUT 100 YDS. S OF THE
 LW0611'END OF THE PAVEMENT, AND 70 FT. N OF THE TOP OF THE GRAVEL BANK AT
 LW0611'THE OCEAN.  THERE IS A LOW ROCK FENCE ON THE E SIDE OF THE DIRT
 LW0611'ROAD PASSING THE STATION.  THE STATION IS 2 FT. E OF THIS ROCK
 LW0611'FENCE, AND 4-1/2 FT. S OF A LOW BOARD RETAINING FENCE LEADING E.
 LW0611'THERE ARE A NUMBER OF HOUSES IN THE NEAR VICINITY, THE CLOSEST ONE
 LW0611'BEING THE HOME OF MRS. JOHNAS COOK, THE SW CORNER OF HER HOUSE
 LW0611'BEING 178 FT. N-NE OF THE STATION.  THE STATION IS STAMPED WARREN
 LW0611'1934 AND PROJECTS ABOUT 2 IN. ABOVE THE GROUND.
 LW0611'
 LW0611'THIS IS A TRAVERSE STATION LOCATED FROM TRIANGULATION STATION WARREN.
 LW0611
 LW0611                          STATION RECOVERY (1943)
 LW0611
 LW0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0611'THE ORIGINAL DESCRIPTION IS ADEQUATE AND ACCURATE.  THE STATION
 LW0611'NEAR THE W ONE OF TWO FIRE-CONTROL BUILDINGS ON WARREN POINT WHICH
 LW0611'BUILDING IS BESIDE A VERY LARGE ROCK AND IS THE MOST SW BUILDING
 LW0611'ON THE POINT.  IT IS ABOUT 62.5 M. W OF TRIANGULATION STATION
 LW0611'WARREN, 32.4 FT. E OF THE SE CORNER, AND 10.5 FT. N OF THE
 LW0611'PROJECTED PLANE OF THE S WALL OF THE SAID BUILDING.  THE MARK IS
 LW0611'DESCRIBED FLUSH, AND IS STAMPED WARREN O P NO 1 1940.
 LW0611
 LW0611                          STATION RECOVERY (1943)
 LW0611
 LW0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0611'AT WARREN POINT.
 LW0611'AT WARREN POINT, 33 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 LW0611'FIRE CONTROL BUILDING, 30 FEET SOUTH OF CENTER-LINE OF ROAD
 LW0611'TO BUILDING, 25 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF
 LW0611'BUILDING.  A TRIANGULATION STATION REFERENCE DISK SET IN TOP OF
 LW0611'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0612 ***********************************************************************
 LW0612  DESIGNATION -  WARREN OP 2
 LW0612  PID         -  LW0612
 LW0612  STATE/COUNTY-  RI/NEWPORT
 LW0612  USGS QUAD   -  SAKONNET POINT (1970)
 LW0612
 LW0612                         *CURRENT SURVEY CONTROL
 LW0612  ___________________________________________________________________
 LW0612* NAD 83(1996)-  41 27 40.87546(N)    071 10 18.96817(W)     ADJUSTED  
 LW0612* NAVD 88     -         7.580  (meters)      24.87   (feet)  ADJUSTED  
 LW0612  ___________________________________________________________________
 LW0612  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 LW0612  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW0612  DYNAMIC HT  -           7.578 (meters)      24.86  (feet)  COMP
 LW0612  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LW0612
 LW0612  HORZ ORDER  -  SECOND
 LW0612  VERT ORDER  -  SECOND    CLASS 0
 LW0612
 LW0612.The horizontal coordinates were established by classical geodetic methods
 LW0612.and adjusted by the National Geodetic Survey in August 1998..
 LW0612
 LW0612.The orthometric height was determined by differential leveling
 LW0612.and adjusted by the National Geodetic Survey in June 1991..
 LW0612
 LW0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0612
 LW0612.The geoid height was determined by GEOID03.
 LW0612
 LW0612.The dynamic height is computed by dividing the NAVD 88
 LW0612.geopotential number by the normal gravity value computed on the
 LW0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0612.degrees latitude (g = 980.6199 gals.).
 LW0612
 LW0612.The modeled gravity was interpolated from observed gravity values.
 LW0612
 LW0612;                    North         East     Units Scale Factor Converg.
 LW0612;SPC RI       -    42,034.389   127,408.246   MT  1.00000299   +0 13 02.0
 LW0612;SPC RI       -   137,907.82    418,005.22   sFT  1.00000299   +0 13 02.0
 LW0612;SPC MA M     -   801,295.565   227,409.623   MT  1.00004716   +0 13 13.3
 LW0612;SPC MA M     - 2,628,917.20    746,093.07   sFT  1.00004716   +0 13 13.3
 LW0612;UTM  19      - 4,592,250.752   318,611.076   MT  1.00000492   -1 26 18.5
 LW0612
 LW0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0612!SPC RI       -   1.00000349  x   1.00000299  =   1.00000648
 LW0612!SPC MA M     -   1.00000349  x   1.00004716  =   1.00005065
 LW0612!UTM  19      -   1.00000349  x   1.00000492  =   1.00000841
 LW0612
 LW0612                          SUPERSEDED SURVEY CONTROL
 LW0612
 LW0612  NAD 83(1996)-  41 27 40.87556(N)    071 10 18.96773(W) AD(       ) 2
 LW0612  NAD 83(1992)-  41 27 40.87354(N)    071 10 18.96758(W) AD(       ) 2
 LW0612  NAD 83(1992)-  41 27 40.87348(N)    071 10 18.96725(W) AD(       ) 2
 LW0612  NAD 83(1986)-  41 27 40.87393(N)    071 10 18.96516(W) AD(       ) 2
 LW0612  NAD 27      -  41 27 40.50000(N)    071 10 20.80200(W) AD(       ) 2
 LW0612  NGVD 29 (??/??/92)    7.805  (m)           25.61   (f) ADJ UNCH    2 0
 LW0612
 LW0612.Superseded values are not recommended for survey control.
 LW0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0612.See file dsdata.txt to determine how the superseded data were derived.
 LW0612
 LW0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1861192251(NAD 83)
 LW0612_MARKER: DS = TRIANGULATION STATION DISK
 LW0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0612_STAMPING: WARREN OP NO 2 1940
 LW0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0612+STABILITY: SURFACE MOTION
 LW0612
 LW0612  HISTORY     - Date     Condition        Report By
 LW0612  HISTORY     - 1940     MONUMENTED       CGS
 LW0612  HISTORY     - 1943     GOOD             NGS
 LW0612  HISTORY     - 1962     GOOD             CGS
 LW0612  HISTORY     - 1969     GOOD             CGS
 LW0612
 LW0612                          STATION DESCRIPTION
 LW0612
 LW0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0612'THE MARK IS 19.8880 M. E OF TRIANGULATION STATION WARREN, AT
 LW0612'WARRENS POINT, AND 7 FT. S OF A BOARD RETAINING FENCE.  IT IS A
 LW0612'STANDARD REFERENCE-MARK DISK, SET IN THE TOP CENTER OF A 1-FT.
 LW0612'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 IN. ABOVE THE GROUND
 LW0612'AND IS STAMPED WARREN O P NO 2 1940.
 LW0612'
 LW0612'TRIANGULATION STATION WARREN IS AT WARRENS POINT, NEAR THE E SIDE
 LW0612'OF THE MOUTH OF THE SAKONNET RIVER.  IT IS ABOUT 100 YDS. S OF THE
 LW0612'END OF THE PAVEMENT, AND 70 FT. N OF THE TOP OF THE GRAVEL BANK AT
 LW0612'THE OCEAN.  THERE IS A LOW ROCK FENCE ON THE E SIDE OF THE DIRT
 LW0612'ROAD PASSING THE STATION.  THE STATION IS 2 FT. E OF THIS ROCK
 LW0612'FENCE, AND 4-1/2 FT. S OF A LOW BOARD RETAINING FENCE LEADING E.
 LW0612'THERE ARE A NUMBER OF HOUSES IN THE NEAR VICINITY, THE CLOSEST ONE
 LW0612'BEING THE HOME OF MRS. JOHNAS COOK, THE SW CORNER OF HER HOUSE
 LW0612'BEING 178 FT. N-NE OF THE STATION.  THE STATION IS STAMPED WARREN
 LW0612'1934 AND PROJECTS ABOUT 2 IN. ABOVE THE GROUND.
 LW0612'
 LW0612'THIS IS A TRAVERSE STATION LOCATED FROM TRIANGULATION STATION WARREN.
 LW0612
 LW0612                          STATION RECOVERY (1943)
 LW0612
 LW0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0612'AT WARREN POINT.
 LW0612'AT WARREN POINT, NEAR THE END OF THE NORTH AND SOUTH DIRT ROAD
 LW0612'BETWEEN THE 110 FOOT STEEL TOWER AND THE FIRE CONTROL TOWER, 65
 LW0612'FEET EAST OF TRIANGULATION STATION WARREN, 6 FEET SOUTH OF THE
 LW0612'HEDGE ROW, 2 FEET NORTH OF THE EAST-WEST PATH.  TRIANGULATION
 LW0612'STATION REFERENCE DISK SET IN TOP OF CONCRETE POST.
 LW0612
 LW0612                          STATION RECOVERY (1962)
 LW0612
 LW0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW0612'RECOVERED AS DESCRIBED IN EXCELLENT CONDITION.
 LW0612'
 LW0612'THE ABOVE WAS FOUND WHILE WE WERE SEARCHING FOR STATION WARRENS
 LW0612'R.M. 1 WHICH IS APPROX. 28.56 METERS E OF WARREN.
 LW0612
 LW0612                          STATION RECOVERY (1969)
 LW0612
 LW0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LW0612'RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED.  MARK IS
 LW0612'65.25 FEET EAST OF TRIANGULATION STATION WARREN, A STANDARD
 LW0612'REFERENCE DISK SET IN A SQUARE CONCRETE MONUMENT PROJECTING 1
 LW0612'INCH, AND IS 6 FEET SOUTH OF THE PRIVET HEDGE THAT REPLACES THE
 LW0612'FORMER BOARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0613 ***********************************************************************
 LW0613  DESIGNATION -  WARREN OP 3
 LW0613  PID         -  LW0613
 LW0613  STATE/COUNTY-  RI/NEWPORT
 LW0613  USGS QUAD   -  SAKONNET POINT (1970)
 LW0613
 LW0613                         *CURRENT SURVEY CONTROL
 LW0613  ___________________________________________________________________
 LW0613* NAD 83(1996)-  41 27 41.12377(N)    071 10 15.57825(W)     ADJUSTED  
 LW0613* NAVD 88     -         6.968  (meters)      22.86   (feet)  ADJUSTED  
 LW0613  ___________________________________________________________________
 LW0613  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 LW0613  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW0613  DYNAMIC HT  -           6.965 (meters)      22.85  (feet)  COMP
 LW0613  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LW0613
 LW0613  HORZ ORDER  -  THIRD
 LW0613  VERT ORDER  -  SECOND    CLASS 0
 LW0613
 LW0613.The horizontal coordinates were established by classical geodetic methods
 LW0613.and adjusted by the National Geodetic Survey in August 1998..
 LW0613
 LW0613.The orthometric height was determined by differential leveling
 LW0613.and adjusted by the National Geodetic Survey in June 1991..
 LW0613
 LW0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0613
 LW0613.The geoid height was determined by GEOID03.
 LW0613
 LW0613.The dynamic height is computed by dividing the NAVD 88
 LW0613.geopotential number by the normal gravity value computed on the
 LW0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0613.degrees latitude (g = 980.6199 gals.).
 LW0613
 LW0613.The modeled gravity was interpolated from observed gravity values.
 LW0613
 LW0613;                    North         East     Units Scale Factor Converg.
 LW0613;SPC RI       -    42,042.348   127,486.887   MT  1.00000304   +0 13 04.2
 LW0613;SPC RI       -   137,933.94    418,263.23   sFT  1.00000304   +0 13 04.2
 LW0613;SPC MA M     -   801,303.529   227,488.267   MT  1.00004715   +0 13 15.6
 LW0613;SPC MA M     - 2,628,943.33    746,351.09   sFT  1.00004715   +0 13 15.6
 LW0613;UTM  19      - 4,592,256.436   318,689.914   MT  1.00000457   -1 26 16.2
 LW0613
 LW0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0613!SPC RI       -   1.00000359  x   1.00000304  =   1.00000663
 LW0613!SPC MA M     -   1.00000359  x   1.00004715  =   1.00005074
 LW0613!UTM  19      -   1.00000359  x   1.00000457  =   1.00000816
 LW0613
 LW0613                          SUPERSEDED SURVEY CONTROL
 LW0613
 LW0613  NAD 83(1996)-  41 27 41.12387(N)    071 10 15.57782(W) AD(       ) 3
 LW0613  NAD 83(1992)-  41 27 41.12185(N)    071 10 15.57767(W) AD(       ) 3
 LW0613  NAD 83(1992)-  41 27 41.12179(N)    071 10 15.57733(W) AD(       ) 3
 LW0613  NAD 83(1986)-  41 27 41.12224(N)    071 10 15.57526(W) AD(       ) 3
 LW0613  NAD 27      -  41 27 40.74900(N)    071 10 17.41200(W) AD(       ) 3
 LW0613  NGVD 29 (??/??/92)    7.192  (m)           23.60   (f) ADJ UNCH    2 0
 LW0613
 LW0613.Superseded values are not recommended for survey control.
 LW0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0613.See file dsdata.txt to determine how the superseded data were derived.
 LW0613
 LW0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1869092256(NAD 83)
 LW0613_MARKER: DS = TRIANGULATION STATION DISK
 LW0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0613_STAMPING: WARREN OP NO 3 1940
 LW0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0613+STABILITY: SURFACE MOTION
 LW0613
 LW0613  HISTORY     - Date     Condition        Report By
 LW0613  HISTORY     - 1940     MONUMENTED       CGS
 LW0613  HISTORY     - 1943     GOOD             CGS
 LW0613  HISTORY     - 1943     GOOD             NGS
 LW0613
 LW0613                          STATION DESCRIPTION
 LW0613
 LW0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0613'THE MARK IS 98.9302 M. E OF TRIANGULATION STATION WARREN, AT
 LW0613'WARRENS POINT, AND 22 FT. W OF A ROCK FENCE.  IT IS NEAR THE NE
 LW0613'CORNER OF A VACANT PLOT OF GROUND.  IT IS A STANDARD
 LW0613'REFERENCE-MARK DISK, SET IN A DRILL HOLE IN THE TOP OF A SMALL
 LW0613'ROCK OUTCROP WHICH PROJECTS ABOUT 6 IN. ABOVE THE GROUND AND IS
 LW0613'STAMPED WARREN O P NO 3.
 LW0613'
 LW0613'TRIANGULATION STATION WARREN IS AT WARRENS POINT, NEAR THE E SIDE
 LW0613'OF THE MOUTH OF THE SAKONNET RIVER.  IT IS ABOUT 100 YDS. S OF THE
 LW0613'END OF THE PAVEMENT, AND 70 FT. N OF THE TOP OF THE GRAVEL BANK AT
 LW0613'THE OCEAN.  THERE IS A LOW ROCK FENCE ON THE E SIDE OF THE DIRT
 LW0613'ROAD PASSING THE STATION.  THE STATION IS 2 FT. E OF THIS ROCK
 LW0613'FENCE, AND 4-1/2 FT. S OF A LOW BOARD RETAINING FENCE LEADING E.
 LW0613'THERE ARE A NUMBER OF HOUSES IN THE NEAR VICINITY, THE CLOSEST ONE
 LW0613'BEING THE HOME OF MRS. JOHNAS COOK, THE SW CORNER OF HER HOUSE
 LW0613'BEING 178 FT. N-NE OF THE STATION.  THE STATION IS STAMPED WARREN
 LW0613'1934 AND PROJECTS ABOUT 2 IN. ABOVE THE GROUND.
 LW0613'
 LW0613'THIS IS A TRAVERSE STATION LOCATED FROM TRIANGULATION STATION WARREN.
 LW0613
 LW0613                          STATION RECOVERY (1943)
 LW0613
 LW0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0613'THE ORIGINAL DESCRIPTION IS ADEQUATE AND ACCURATE.  THE STATION IS
 LW0613'ABOUT 99 M. E OF TRIANGULATION STATION WARREN, 25 FT. W OF A STONE
 LW0613'FENCE, AND 42 FT. S-SW OF A CREOSOTED POLE.  IT IS DESCRIBED
 LW0613'FLUSH, AND IS STAMPED WARREN O P 3.
 LW0613'
 LW0613'TRIANGULATION STATION WARREN IS ABOUT 100 YDS. S OF THE END OF THE
 LW0613'PAVEMENT OF THE MAIN ROAD TO THE END OF WARREN POINT, ABOUT 70 FT.
 LW0613'N OF THE TOP OF THE SEASHORE BANK, 30-1/2 FT. N OF THE PROJECTED
 LW0613'PLANE OF THE N WALL OF THE W ONE OF TWO FIRE-CONTROL BUILDINGS ON
 LW0613'THE POINT, AND ABOUT 2 FT. E OF THE STONE FENCE ON THE E SIDE OF
 LW0613'THE ROAD.  THE MARK IS DESCRIBED BY FLUSH, AND IS STAMPED WARREN
 LW0613'1934 1940.
 LW0613
 LW0613                          STATION RECOVERY (1943)
 LW0613
 LW0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0613'AT WARREN POINT.
 LW0613'AT WARREN POINT, NEAR THE END OF THE NORTH-SOUTH DIRT ROAD, ABOUT
 LW0613'175 FEET WEST-NORTHWEST OF THE 110 FOOT STEEL TOWER, 325 FEET
 LW0613'EAST OF TRIANGULATION STATION WARREN, 21 FEET WEST OF THE
 LW0613'NORTH-SOUTH FENCE, 3 FEET NORT OF EAST-WEST PATH.  TRIANGULATION
 LW0613'STATION REFERENCE DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2806 ***********************************************************************
 LW2806  DESIGNATION -  WARREN OP 4 1940
 LW2806  PID         -  LW2806
 LW2806  STATE/COUNTY-  RI/BRISTOL
 LW2806  USGS QUAD   -  SAKONNET POINT (1970)
 LW2806
 LW2806                         *CURRENT SURVEY CONTROL
 LW2806  ___________________________________________________________________
 LW2806* NAD 83(1996)-  41 27 42.52434(N)    071 10 22.04349(W)     ADJUSTED  
 LW2806* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 LW2806  ___________________________________________________________________
 LW2806  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW2806  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2806
 LW2806  HORZ ORDER  -  SECOND
 LW2806
 LW2806.The horizontal coordinates were established by classical geodetic methods
 LW2806.and adjusted by the National Geodetic Survey in August 1998..
 LW2806
 LW2806.The orthometric height was scaled from a topographic map.
 LW2806
 LW2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2806
 LW2806.The geoid height was determined by GEOID03.
 LW2806
 LW2806;                    North         East     Units Scale Factor Converg.
 LW2806;SPC RI       -    42,084.988   127,336.684   MT  1.00000294   +0 12 60.0
 LW2806;SPC RI       -   138,073.83    417,770.44   sFT  1.00000294   +0 12 60.0
 LW2806;SPC MA M     -   801,346.162   227,338.056   MT  1.00004706   +0 13 11.3
 LW2806;SPC MA M     - 2,629,083.20    745,858.27   sFT  1.00004706   +0 13 11.3
 LW2806;UTM  19      - 4,592,303.398   318,541.006   MT  1.00000523   -1 26 20.5
 LW2806
 LW2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2806!SPC RI       -   1.00000362  x   1.00000294  =   1.00000656
 LW2806!SPC MA M     -   1.00000362  x   1.00004706  =   1.00005068
 LW2806!UTM  19      -   1.00000362  x   1.00000523  =   1.00000885
 LW2806
 LW2806                          SUPERSEDED SURVEY CONTROL
 LW2806
 LW2806  NAD 83(1996)-  41 27 42.52444(N)    071 10 22.04306(W) AD(       ) 2
 LW2806  NAD 83(1992)-  41 27 42.52242(N)    071 10 22.04290(W) AD(       ) 2
 LW2806  NAD 83(1992)-  41 27 42.52236(N)    071 10 22.04257(W) AD(       ) 2
 LW2806  NAD 83(1986)-  41 27 42.52281(N)    071 10 22.04046(W) AD(       ) 2
 LW2806  NAD 27      -  41 27 42.15000(N)    071 10 23.87700(W) AD(       ) 2
 LW2806
 LW2806.Superseded values are not recommended for survey control.
 LW2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2806.See file dsdata.txt to determine how the superseded data were derived.
 LW2806
 LW2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1854192303(NAD 83)
 LW2806_MARKER: DR = REFERENCE MARK DISK
 LW2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2806+STABILITY: SURFACE MOTION
 LW2806
 LW2806  HISTORY     - Date     Condition        Report By
 LW2806  HISTORY     - 1940     MONUMENTED       CGS
 LW2806
 LW2806                          STATION DESCRIPTION
 LW2806
 LW2806'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2806'THE MARK IS 73.8091 M. NW OF TRIANGULATION STATION WARREN, AT
 LW2806'WARRENS POINT, AND IN THE CENTER OF A VACANT PLOT OF GROUND.  IT
 LW2806'IS A STANDARD REFERENCE-MARK DISK, SET IN THE TOP CENTER OF A
 LW2806'1-FT. SQUARE CONCRETE POST WHICH PROJECTS ABOUT 5 IN. ABOVE THE
 LW2806'GROUND AND IS STAMPED WARREN O P NO 4 1940.
 LW2806'
 LW2806'TRIANGULATION STATION WARREN IS AT WARRENS POINT, NEAR THE E SIDE
 LW2806'OF THE MOUTH OF THE SAKONNET RIVER.  IT IS ABOUT 100 YDS. S OF THE
 LW2806'END OF THE PAVEMENT, AND 70 FT. N OF THE TOP OF THE GRAVEL BANK AT
 LW2806'THE OCEAN.  THERE IS A LOW ROCK FENCE ON THE E SIDE OF THE DIRT
 LW2806'ROAD PASSING THE STATION.  THE STATION IS 2 FT. E OF THIS ROCK
 LW2806'FENCE, AND 4-1/2 FT. S OF A LOW BOARD RETAINING FENCE LEADING E.
 LW2806'THERE ARE A NUMBER OF HOUSES IN THE NEAR VICINITY, THE CLOSET ONE
 LW2806'BEING THE HOME OF MRS. JOHNAS COOK, THE SW CORNER OF HER HOUSE BEING
 LW2806'178 FT. N-NE OF THE STATION.  THE STATION IS STAMPED WARREN 1934
 LW2806'AND PROJECTS ABOUT 2 IN. ABOVE THE GROUND.
 LW2806'
 LW2806'THIS IS A TRAVERSE STATION LOCATED FROM TRIANGULATION STATION WARREN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2805 ***********************************************************************
 LW2805  DESIGNATION -  WARREN OP 5 1940
 LW2805  PID         -  LW2805
 LW2805  STATE/COUNTY-  RI/BRISTOL
 LW2805  USGS QUAD   -  SAKONNET POINT (1970)
 LW2805
 LW2805                         *CURRENT SURVEY CONTROL
 LW2805  ___________________________________________________________________
 LW2805* NAD 83(1996)-  41 27 43.28267(N)    071 10 24.80582(W)     ADJUSTED  
 LW2805* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW2805  ___________________________________________________________________
 LW2805  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LW2805  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2805
 LW2805  HORZ ORDER  -  SECOND
 LW2805
 LW2805.The horizontal coordinates were established by classical geodetic methods
 LW2805.and adjusted by the National Geodetic Survey in August 1998..
 LW2805
 LW2805.The orthometric height was scaled from a topographic map.
 LW2805
 LW2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2805
 LW2805.The geoid height was determined by GEOID03.
 LW2805
 LW2805;                    North         East     Units Scale Factor Converg.
 LW2805;SPC RI       -    42,108.140   127,272.491   MT  1.00000290   +0 12 58.1
 LW2805;SPC RI       -   138,149.79    417,559.83   sFT  1.00000290   +0 12 58.1
 LW2805;SPC MA M     -   801,369.312   227,273.859   MT  1.00004701   +0 13 09.4
 LW2805;SPC MA M     - 2,629,159.15    745,647.65   sFT  1.00004701   +0 13 09.4
 LW2805;UTM  19      - 4,592,328.396   318,477.508   MT  1.00000552   -1 26 22.4
 LW2805
 LW2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2805!SPC RI       -   1.00000346  x   1.00000290  =   1.00000636
 LW2805!SPC MA M     -   1.00000346  x   1.00004701  =   1.00005047
 LW2805!UTM  19      -   1.00000346  x   1.00000552  =   1.00000898
 LW2805
 LW2805                          SUPERSEDED SURVEY CONTROL
 LW2805
 LW2805  NAD 83(1996)-  41 27 43.28277(N)    071 10 24.80539(W) AD(       ) 2
 LW2805  NAD 83(1992)-  41 27 43.28075(N)    071 10 24.80524(W) AD(       ) 2
 LW2805  NAD 83(1992)-  41 27 43.28069(N)    071 10 24.80491(W) AD(       ) 2
 LW2805  NAD 83(1986)-  41 27 43.28113(N)    071 10 24.80279(W) AD(       ) 2
 LW2805  NAD 27      -  41 27 42.90800(N)    071 10 26.63900(W) AD(       ) 2
 LW2805
 LW2805.Superseded values are not recommended for survey control.
 LW2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2805.See file dsdata.txt to determine how the superseded data were derived.
 LW2805
 LW2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1847892328(NAD 83)
 LW2805_MARKER: DR = REFERENCE MARK DISK
 LW2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW2805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW2805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW2805+STABILITY: SURFACE MOTION
 LW2805
 LW2805  HISTORY     - Date     Condition        Report By
 LW2805  HISTORY     - 1940     MONUMENTED       CGS
 LW2805
 LW2805                          STATION DESCRIPTION
 LW2805
 LW2805'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2805'THE MARK IS 138.5195 M. NW OF TRIANGULATION STATION WARREN, AT
 LW2805'WARRENS POINT, 1 FT. S OF A ROW OF ROCKS MARKING THE S SIDE OF A
 LW2805'PAVED ROAD RUNNING E-W, AND ABOUT 50 FT. S OF THE GATEWAY TO MR.
 LW2805'SAUTELLS HOME.  IT IS A STANDARD REFERENCE-MARK DISK, SET IN THE
 LW2805'TOP CENTER OF A 1-FT. SQUARE CONCRETE POST WHICH PROJECTS ABOUT 5
 LW2805'IN. ABOVE THE GROUND AND IS STAMPED WARREN O P NO 5 1940.
 LW2805'
 LW2805'TRIANGULATION STATION WARREN IS AT WARRENS POINT, NEAR THE E SIDE
 LW2805'OF THE MOUTH OF THE SAKONNET RIVER.  IT IS ABOUT 100 YDS. S OF THE
 LW2805'END OF THE PAVEMENT, AND 70 FT. N OF THE TOP OF THE GRAVEL BANK AT
 LW2805'THE OCEAN.  THERE IS A LOW ROCK FENCE ON THE E SIDE OF THE DIRT
 LW2805'ROAD PASSING THE STATION.  THE STATION IS 2 FT. E OF THIS ROCK
 LW2805'FENCE, AND 4-1/2 FT. S OF A LOW BOARD RETAINING FENCE LEADING E.
 LW2805'THERE ARE A NUMBER OF HOUSES IN THE NEAR VICINITY, THE CLOSEST ONE
 LW2805'BEING THE HOME OF MRS. JOHNAS COOK, THE SW CORNER OF HER HOUSE
 LW2805'BEING 178 FT. N-NE OF THE STATION.  THE STATION IS STAMPED WARREN
 LW2805'1934 AND PROJECTS ABOUT 2 IN. ABOVE THE GROUND.
 LW2805'
 LW2805'THIS IS A TRAVERSE STATION LOCATED FROM TRIANGULATION STATION WARREN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0608 ***********************************************************************
 LW0608  DESIGNATION -  WARREN RESET
 LW0608  PID         -  LW0608
 LW0608  STATE/COUNTY-  RI/NEWPORT
 LW0608  USGS QUAD   -  SAKONNET POINT (1970)
 LW0608
 LW0608                         *CURRENT SURVEY CONTROL
 LW0608  ___________________________________________________________________
 LW0608* NAD 83(1996)-  41 27 40.81288(N)    071 10 19.82110(W)     ADJUSTED  
 LW0608* NAVD 88     -         7.402  (meters)      24.28   (feet)  ADJUSTED  
 LW0608  ___________________________________________________________________
 LW0608  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 LW0608  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW0608  DYNAMIC HT  -           7.399 (meters)      24.27  (feet)  COMP
 LW0608  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LW0608
 LW0608  HORZ ORDER  -  SECOND
 LW0608  VERT ORDER  -  SECOND    CLASS 0
 LW0608
 LW0608.The horizontal coordinates were established by classical geodetic methods
 LW0608.and adjusted by the National Geodetic Survey in August 1998..
 LW0608
 LW0608.The orthometric height was determined by differential leveling
 LW0608.and adjusted by the National Geodetic Survey in June 1991..
 LW0608
 LW0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0608
 LW0608.The geoid height was determined by GEOID03.
 LW0608
 LW0608.The dynamic height is computed by dividing the NAVD 88
 LW0608.geopotential number by the normal gravity value computed on the
 LW0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0608.degrees latitude (g = 980.6199 gals.).
 LW0608
 LW0608.The modeled gravity was interpolated from observed gravity values.
 LW0608
 LW0608;                    North         East     Units Scale Factor Converg.
 LW0608;SPC RI       -    42,032.383   127,388.459   MT  1.00000298   +0 13 01.4
 LW0608;SPC RI       -   137,901.24    417,940.30   sFT  1.00000298   +0 13 01.4
 LW0608;SPC MA M     -   801,293.558   227,389.836   MT  1.00004716   +0 13 12.8
 LW0608;SPC MA M     - 2,628,910.61    746,028.15   sFT  1.00004716   +0 13 12.8
 LW0608;UTM  19      - 4,592,249.319   318,591.239   MT  1.00000501   -1 26 19.0
 LW0608
 LW0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0608!SPC RI       -   1.00000352  x   1.00000298  =   1.00000650
 LW0608!SPC MA M     -   1.00000352  x   1.00004716  =   1.00005068
 LW0608!UTM  19      -   1.00000352  x   1.00000501  =   1.00000853
 LW0608
 LW0608:                Primary Azimuth Mark                     Grid Az
 LW0608:SPC RI       -  BIG ROCK 1934                            045 23 05.1
 LW0608:SPC MA M     -  BIG ROCK 1934                            045 22 53.7
 LW0608:UTM  19      -  BIG ROCK 1934                            047 02 25.5
 LW0608
 LW0608|---------------------------------------------------------------------|
 LW0608| PID    Reference Object                     Distance      Geod. Az  |
 LW0608|                                                           dddmmss.s |
 LW0608| LW2813 BIG ROCK 1934                       APPROX. 2.0 KM 0453606.5 |
 LW0608| LW2147 WESTPORT HARBOR WATER TANK          APPROX. 8.3 KM 0510414.9 |
 LW0608| LW0613 WARREN OP 3                          98.930 METERS 08426     |
 LW0608| LW0612 WARREN OP 2                          19.888 METERS 08426     |
 LW0608| LW0609 WARREN RM 1                          28.562 METERS 08528     |
 LW0608| LW0610 WARREN RM 2                          17.635 METERS 16909     |
 LW0608| LW2798 SAKONNET LH                         APPROX. 2.7 KM 2500954.9 |
 LW0608| LW0611 WARREN OP 1                          62.545 METERS 26426     |
 LW0608| LW2805 WARREN OP 5 1940                    138.520 METERS 30322     |
 LW0608| LW2806 WARREN OP 4 1940                     73.809 METERS 31540     |
 LW0608|---------------------------------------------------------------------|
 LW0608
 LW0608                          SUPERSEDED SURVEY CONTROL
 LW0608
 LW0608  NAD 83(1996)-  41 27 40.81298(N)    071 10 19.82067(W) AD(       ) 2
 LW0608  NAD 83(1992)-  41 27 40.81096(N)    071 10 19.82052(W) AD(       ) 2
 LW0608  NAD 83(1992)-  41 27 40.81091(N)    071 10 19.82018(W) AD(       ) 2
 LW0608  NAD 83(1986)-  41 27 40.81136(N)    071 10 19.81809(W) AD(       ) 2
 LW0608  NAD 27      -  41 27 40.43800(N)    071 10 21.65500(W) AD(       ) 2
 LW0608  NGVD 29 (??/??/92)    7.626  (m)           25.02   (f) ADJ UNCH    2 0
 LW0608
 LW0608.Superseded values are not recommended for survey control.
 LW0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0608.See file dsdata.txt to determine how the superseded data were derived.
 LW0608
 LW0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1859192249(NAD 83)
 LW0608_MARKER: DS = TRIANGULATION STATION DISK
 LW0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0608_STAMPING: WARREN 1934 1940
 LW0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0608+STABILITY: SURFACE MOTION
 LW0608
 LW0608  HISTORY     - Date     Condition        Report By
 LW0608  HISTORY     - 1934     MONUMENTED       CGS
 LW0608  HISTORY     - 1940     GOOD             CGS
 LW0608  HISTORY     - 1943     GOOD             CGS
 LW0608  HISTORY     - 1943     GOOD             NGS
 LW0608  HISTORY     - 1962     GOOD             CGS
 LW0608  HISTORY     - 1969     GOOD             CGS
 LW0608
 LW0608                          STATION DESCRIPTION
 LW0608
 LW0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW0608'STATION IS LOCATED ON THE SOUTHERN SIDE OF WARREN POINT, ABOUT 300
 LW0608'METERS W OF THE EXTREMITY OF THE POINT, 43 METERS FROM THE
 LW0608'HIGH-WATER LINE, AND 30 METERS BACK FROM THE EDGE OF A STEEP
 LW0608'BANK.  A PROMINENT LARGE ROCK IS LOCATED AT THE EDGE OF THE BANK
 LW0608'ABOUT 70 METERS W OF THE STATION.  STATION IS LOCATED ON THE
 LW0608'PROPERTY OF MRS. COOK, 2 METERS S OF HEDGE AND BOARD RETAINING
 LW0608'WALL WHICH FORMS THE SOUTHERN EDGE OF THE LAWN.  MRS. COOKS
 LW0608'RESIDENCE IS ABOUT 50 METERS N OF THE STATION.  IT IS LOCATED 3
 LW0608'METERS E OF A STONE WALL WHICH FORMS THE WESTERN EDGE OF THE LAWN.
 LW0608'
 LW0608'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LW0608'CONCRETE, IN THE TOP OF TILE.
 LW0608
 LW0608                          STATION RECOVERY (1940)
 LW0608
 LW0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0608'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED.
 LW0608'
 LW0608'THE STATION IS AT WARRENS POINT.  IT IS NEAR THE END OF THE
 LW0608'PRIVATE ROAD LEADING TO THE POINT, ABOUT 100 YARDS SOUTH OF THE
 LW0608'END OF THE PAVEMENT AND 70 FEET NORTH OF THE TOP OF THE GRAVEL
 LW0608'BANK AT THE OCEAN.  THERE IS A LOW ROCK FENCE ON THE EAST SIDE OF
 LW0608'THE DIRT ROAD PASSING THE STATION, AND THE MARK IS 2 FEET EAST OF
 LW0608'THIS FENCE, AND 4-1/2 FEET SOUTH OF A LOW BOARD FENCE LEADING
 LW0608'EASTWARD.  THERE IS A SMALL ROCK ISLAND ABOUT 300 YARDS DIRECTLY
 LW0608'OFFSHORE THAT IS BARE AT HIGH WATER.  THERE ARE A NUMBER OF
 LW0608'HOUSES IN THE NEAR VICINITY, THE CLOSEST ONE BEING THE HOME OF
 LW0608'MRS. JOHNAS COOK.  THE SOUTHWEST CORNER OF HER HOUSE IS 178 FEET
 LW0608'NORTH-NORTHEAST OF THE STATION WHICH IS ON HER PROPERTY.  THE
 LW0608'MARK, PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 LW0608'WARREN 1934.
 LW0608'
 LW0608'REFERENCE MARK NO. 1 IS 93.66 FEET, 28.550 METERS, EAST OF THE
 LW0608'STATION AND 7.2 FEET SOUTH OF THE BOARD RETAINING FENCE.  THE
 LW0608'MARK, PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 LW0608'WARREN NO 1 1934.
 LW0608'
 LW0608'REFERENCE MARK NO. 2 IS 57.80 FEET, 17.620 METERS, SOUTH OF THE
 LW0608'STATION AND 2 FEET EAST OF THE SOUTH END OF THE LOW ROCK FENCE.
 LW0608'THE MARK PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 LW0608'WARREN NO 2 1934.
 LW0608'
 LW0608'THE AZIMUTH MARK IS THE FINIAL ON THE TOP OF THE SAKONNET LIGHT
 LW0608'HOUSE WHICH IS ABOUT 1.6 MILES WEST-SOUTHWEST OF THE STATION.
 LW0608'
 LW0608'TO REACH THE STATION FROM THE CORNER AT THE EAST END OF THE STONE
 LW0608'BRIDGE ACROSS THE SAKONNET RIVER DRIVE SOUTH TOWARD SAKONNET POINT
 LW0608'FOR 11.6 MILES, THEN CONTINUE STRAIGHT AHEAD ON THE WARRENS POINT
 LW0608'ROAD TO THE STATION AT WARRENS POINT.
 LW0608'
 LW0608'A 77-FOOT TOWER IS BUILT OVER THIS STATION THIS YEAR.
 LW0608'
 LW0608'THE FINIAL ON TOP THE ACOAXET TANK IS ALSO A GOOD AZIMUTH MARK FOR
 LW0608'THIS STATION.  IT IS ABOUT 5 MILES NE OF THE STATION IN THE TOWN
 LW0608'OF ACOAXET, MASSACHUSETTS.
 LW0608
 LW0608                          STATION RECOVERY (1943)
 LW0608
 LW0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0608'STATION WAS RECOVERED AS DESCRIBED IN 1940 AND ALL THE MARKS WERE
 LW0608'FOUND IN GOOD CONDITION.  THE ARMY HAS BUILT A FIRE CONTROL
 LW0608'BULDING ABOUT 168 FEET W OF THE STATION.
 LW0608'
 LW0608'WARREN OP NO. 2 1940, IS E OF THE STATION ABOUT ON LINE WITH
 LW0608'REFERENCE MARK 1.  IT IS STAMPED WARREN OP NO 2 1940 AND PROJECTS
 LW0608'ABOUT 4 INCHES.
 LW0608'
 LW0608'NOTE--THE ABOVE DISTANCES WERE CAREFULLY CHECKED.
 LW0608
 LW0608                          STATION RECOVERY (1943)
 LW0608
 LW0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0608'AT WARREN POINT.
 LW0608'AT WARREN POINT, NEWPORT COUNTY, 400 FEET WEST OF A 400-FOOT
 LW0608'STEEL TOWER, 168 FEET EAST OF A FIRE-CONTROL TOWER, 20 FEET EAST
 LW0608'OF A WIRE FENCE ON THE WEST SIDE OF THE ROAD.  SET IN THE TOP
 LW0608'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 LW0608
 LW0608                          STATION RECOVERY (1962)
 LW0608
 LW0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW0608'FOUND INDICATIONS OF EROSION HERE.  PROMINENT LARGE ROCK AT EDGE
 LW0608'OF BANK, 70 METERS W OF STATION, NOT SEEN.
 LW0608'
 LW0608'STATION AND R.M.S RECOVERED AS DESCRIBED (IN GOOD CONDITION), WITH
 LW0608'CORRECTIONS TO DISTANCES AS NOTED BELOW--
 LW0608'
 LW0608'CHANGES IN SN PART OF STONEWALL SINCE 1934, BECAUSE STATION IS NOW
 LW0608'0.84 METERS E OF STONEWALL, INSTEAD OF 3.0 METERS E.
 LW0608'
 LW0608'THE LOW BOARD FENCE, 4-1/2 FT. N OF STATION IS NOW PARTLY ROTTED
 LW0608'AWAY.  THE HEDGE N OF THE LOW BOARD FENCE APPEARS TO BE DEAD.
 LW0608'
 LW0608'R.M. 1 NOT FOUND 28.56 M. E OF STATION, ALTHOUGH CAREFULLY TAPED
 LW0608'THROUGH HEAVY CONCENTRATION OF BEACH ROSE BUSHES.  I BELIEVE IT
 LW0608'MAY BE IN POSITION.
 LW0608'
 LW0608'WARREN O,P, 2 FOUND 20.0 METERS E OF STATION.  THIS MAY BE USED
 LW0608'INSTEAD OF R.M. 1, IF THE LATTER CAN NOT BE FOUND.
 LW0608'
 LW0608'R.M. 2 1934 FOUND 17.64 METERS S OF STATION, BY COL. STEVENS.
 LW0608'
 LW0608'TO REACH DIRECTIONS, W.D.P. 34 AND P.L.B. 40 ARE CORRECT.
 LW0608'
 LW0608'MRS. COOK STILL OWNS THIS WARRENS POINT PROPERTY.
 LW0608'
 LW0608'C.H.O. WAS GREATLY HELPED IN RECOVERY OF THIS STATION, BY COLONEL
 LW0608'E.K. STEVENS OF LITTLE COMPTON, AND GREENWICH, CONN.
 LW0608'
 LW0608'WARREN IS STAMPED WARREN 1934 AND 1940.
 LW0608'
 LW0608'STATION IS 1.60 METERS E OF A 3-INCH SQUARE CONCRETE PROPERTY
 LW0608'BOUNDARY MARK, HAVING AN UNMARKED BRONZE BUTTON ON ITS TOP SURFACE.
 LW0608
 LW0608                          STATION RECOVERY (1969)
 LW0608
 LW0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LW0608'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION,
 LW0608'ESSENTIALLY AS DESCRIBED.  THE PRESENT OWNER IS (MRS.) RANDOLPH K.
 LW0608'BYERS, WHO RESIDES AT 65 MORTON ROAD, MILTON, MASS.  STATION MARK
 LW0608'PROJECTS 1 INCH, IS STAMPED WARREN 1934 1940, IS 5 FEET SOUTH OF
 LW0608'AN EAST-WEST HEDGE (REPLACES THE BOARD FENCE MENTIONED), AND 2
 LW0608'FEET EAST OF A STONE FENCE.
 LW0608'
 LW0608'RM 1 IS SET IN THE TOP OF A CONCRETE-FILLED VITRIFIED CLAY PIPE,
 LW0608'FLUSH, AND 8 FEET SOUTH OF THE HEDGE.
 LW0608'
 LW0608'RM 2 IS SET IN THE TOP A CONCRETE-FILLED VITRIFIED CLAY PIPE,
 LW0608'PROJECTS 2 INCHES, IS 4 FEET NORTHEAST OF THE END OF THE STONE
 LW0608'FENCE, 1.5 FEET EAST OF THE FENCE AND 13 FEET NORTH OF THE EDGE OF
 LW0608'THE BANK ABOVE THE SHORE.
 LW0608'
 LW0608'OP 2 WAS RECOVERED 65.25 FEET EAST OF THE STATION MARK, 6 FEET
 LW0608'SOUTH OF THE HEDGE, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LW0608'THAT IS PROJECTING 1 INCH.
 LW0608'
 LW0608'F.C. 1 WAS NOT FOUND.
 LW0608'
 LW0608'F.C. 2 IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0609 ***********************************************************************
 LW0609  DESIGNATION -  WARREN RM 1
 LW0609  PID         -  LW0609
 LW0609  STATE/COUNTY-  RI/NEWPORT
 LW0609  USGS QUAD   -  SAKONNET POINT (1970)
 LW0609
 LW0609                         *CURRENT SURVEY CONTROL
 LW0609  ___________________________________________________________________
 LW0609* NAD 83(1986)-  41 27 40.     (N)    071 10 19.     (W)     SCALED    
 LW0609* NAVD 88     -         7.458  (meters)      24.47   (feet)  ADJUSTED  
 LW0609  ___________________________________________________________________
 LW0609  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW0609  DYNAMIC HT  -           7.456 (meters)      24.46  (feet)  COMP
 LW0609  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LW0609
 LW0609  VERT ORDER  -  SECOND    CLASS 0
 LW0609
 LW0609.The horizontal coordinates were scaled from a topographic map and have
 LW0609.an estimated accuracy of +/- 6 seconds.
 LW0609
 LW0609.The orthometric height was determined by differential leveling
 LW0609.and adjusted by the National Geodetic Survey in June 1991..
 LW0609
 LW0609.The geoid height was determined by GEOID03.
 LW0609
 LW0609.The dynamic height is computed by dividing the NAVD 88
 LW0609.geopotential number by the normal gravity value computed on the
 LW0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0609.degrees latitude (g = 980.6199 gals.).
 LW0609
 LW0609.The modeled gravity was interpolated from observed gravity values.
 LW0609
 LW0609;                    North         East    Units  Estimated Accuracy
 LW0609;SPC RI       -    42,010.      127,410.      MT  (+/- 180 meters Scaled)
 LW0609
 LW0609                          SUPERSEDED SURVEY CONTROL
 LW0609
 LW0609  NGVD 29 (??/??/92)    7.683  (m)           25.21   (f) ADJ UNCH    2 0
 LW0609
 LW0609.Superseded values are not recommended for survey control.
 LW0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0609.See file dsdata.txt to determine how the superseded data were derived.
 LW0609
 LW0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF186922(NAD 83)
 LW0609_MARKER: DR = REFERENCE MARK DISK
 LW0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0609_STAMPING: WAREN NO 1 1934
 LW0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0609+STABILITY: SURFACE MOTION
 LW0609
 LW0609  HISTORY     - Date     Condition        Report By
 LW0609  HISTORY     - 1934     MONUMENTED       CGS
 LW0609  HISTORY     - 1943     GOOD             NGS
 LW0609
 LW0609                          STATION DESCRIPTION
 LW0609
 LW0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0609'AT WARREN POINT.
 LW0609'AT WARREN POINT SET BETWEEN A 400 FOOT STEEL TOWER AND A FORESTRY
 LW0609'FIRE CONTROL TOWER.  343 FEET EAST OF THE FIRE TOWER, 307 FEET
 LW0609'WEST OF THE 400 FOOT STEEL TOWER.  93.71 FEET EAST OF
 LW0609'TRIANGULATION STATION WARREN.  7 FEET SOUTH OF A HEDGE ROW AND
 LW0609'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 LW0609'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0610 ***********************************************************************
 LW0610  DESIGNATION -  WARREN RM 2
 LW0610  PID         -  LW0610
 LW0610  STATE/COUNTY-  RI/NEWPORT
 LW0610  USGS QUAD   -  SAKONNET POINT (1970)
 LW0610
 LW0610                         *CURRENT SURVEY CONTROL
 LW0610  ___________________________________________________________________
 LW0610* NAD 83(1986)-  41 27 40.     (N)    071 10 19.     (W)     SCALED    
 LW0610* NAVD 88     -         6.466  (meters)      21.21   (feet)  ADJUSTED  
 LW0610  ___________________________________________________________________
 LW0610  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW0610  DYNAMIC HT  -           6.464 (meters)      21.21  (feet)  COMP
 LW0610  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LW0610
 LW0610  VERT ORDER  -  SECOND    CLASS 0
 LW0610
 LW0610.The horizontal coordinates were scaled from a topographic map and have
 LW0610.an estimated accuracy of +/- 6 seconds.
 LW0610
 LW0610.The orthometric height was determined by differential leveling
 LW0610.and adjusted by the National Geodetic Survey in June 1991..
 LW0610
 LW0610.The geoid height was determined by GEOID03.
 LW0610
 LW0610.The dynamic height is computed by dividing the NAVD 88
 LW0610.geopotential number by the normal gravity value computed on the
 LW0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0610.degrees latitude (g = 980.6199 gals.).
 LW0610
 LW0610.The modeled gravity was interpolated from observed gravity values.
 LW0610
 LW0610;                    North         East    Units  Estimated Accuracy
 LW0610;SPC RI       -    42,010.      127,410.      MT  (+/- 180 meters Scaled)
 LW0610
 LW0610                          SUPERSEDED SURVEY CONTROL
 LW0610
 LW0610  NGVD 29 (??/??/92)    6.690  (m)           21.95   (f) ADJ UNCH    2 0
 LW0610
 LW0610.Superseded values are not recommended for survey control.
 LW0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0610.See file dsdata.txt to determine how the superseded data were derived.
 LW0610
 LW0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF186922(NAD 83)
 LW0610_MARKER: DR = REFERENCE MARK DISK
 LW0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0610_STAMPING: WARREN NO 2 1934
 LW0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0610+STABILITY: SURFACE MOTION
 LW0610
 LW0610  HISTORY     - Date     Condition        Report By
 LW0610  HISTORY     - 1934     MONUMENTED       CGS
 LW0610  HISTORY     - 1943     GOOD             NGS
 LW0610
 LW0610                          STATION DESCRIPTION
 LW0610
 LW0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0610'AT WARREN POINT.
 LW0610'AT WARREN POINT, SET BETWEEN A 400 FOOT HIGH STEEL TOWER AND A
 LW0610'FORESTRY FIRE CONTROL TOWER THAT IS ON THE WEST SIDE OF DIRT
 LW0610'ROAD 57.86 FEET SOUTH OF TRIANGULATION STATION WARREN, AND SET
 LW0610'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2308 ***********************************************************************
 LW2308  DESIGNATION -  WARREN TOWN HALL CUPOLA
 LW2308  PID         -  LW2308
 LW2308  STATE/COUNTY-  RI/BRISTOL
 LW2308  USGS QUAD   -  BRISTOL (1975)
 LW2308
 LW2308                         *CURRENT SURVEY CONTROL
 LW2308  ___________________________________________________________________
 LW2308* NAD 83(1996)-  41 43 44.30479(N)    071 16 55.26614(W)     ADJUSTED  
 LW2308* NAVD 88     -                                                        
 LW2308  ___________________________________________________________________
 LW2308  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 LW2308  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW2308
 LW2308  HORZ ORDER  -  THIRD
 LW2308
 LW2308.The horizontal coordinates were established by classical geodetic methods
 LW2308.and adjusted by the National Geodetic Survey in August 1998..
 LW2308
 LW2308
 LW2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2308
 LW2308.The geoid height was determined by GEOID03.
 LW2308
 LW2308;                    North         East     Units Scale Factor Converg.
 LW2308;SPC RI       -    71,728.460   118,136.268   MT  0.99999780   +0 08 42.3
 LW2308;SPC RI       -   235,329.12    387,585.41   sFT  0.99999780   +0 08 42.3
 LW2308;SPC MA M     -   830,989.897   218,136.324   MT  0.99999822   +0 08 47.1
 LW2308;SPC MA M     - 2,726,339.35    715,668.92   sFT  0.99999822   +0 08 47.1
 LW2308;UTM  19      - 4,622,201.679   310,203.020   MT  1.00004330   -1 31 09.8
 LW2308
 LW2308                          SUPERSEDED SURVEY CONTROL
 LW2308
 LW2308  NAD 83(1996)-  41 43 44.30461(N)    071 16 55.26592(W) AD(       ) 4
 LW2308  NAD 83(1992)-  41 43 44.30312(N)    071 16 55.26520(W) AD(       ) 4
 LW2308  NAD 83(1992)-  41 43 44.30286(N)    071 16 55.26508(W) AD(       ) 4
 LW2308  NAD 83(1986)-  41 43 44.30443(N)    071 16 55.26392(W) AD(       ) 4
 LW2308  NAD 27      -  41 43 43.92648(N)    071 16 57.07159(W) AD(       ) 3
 LW2308
 LW2308.Superseded values are not recommended for survey control.
 LW2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2308.See file dsdata.txt to determine how the superseded data were derived.
 LW2308
 LW2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1020322202(NAD 83)
 LW2308_MARKER: 86 = CUPOLA
 LW2308_SETTING: 0 = UNSPECIFIED SETTING
 LW2308
 LW2308  HISTORY     - Date     Condition        Report By
 LW2308  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW2308  HISTORY     - 1988     GOOD             RIGS
 LW2308  HISTORY     - 19980411 GOOD             USPSQD
 LW2308
 LW2308                          STATION DESCRIPTION
 LW2308
 LW2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2308'THE STATION, WARREN TOWN HALL CUPOLA, IS THE TOP CENTER OF CUPOLA
 LW2308'ABOUT 85 FEET IN HEIGHT.
 LW2308'
 LW2308'THE STATION IS LOCATED IN THE CENTER OF WARREN ON THE EAST SIDE
 LW2308'OF MAIN STREET AND THE INTERSECTION OF MAIN STREET AND JEFFERSON
 LW2308'STREET.
 LW2308
 LW2308                          STATION RECOVERY (1988)
 LW2308
 LW2308'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988 (GEC)
 LW2308'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2308'
 LW2308'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2308
 LW2308                          STATION RECOVERY (1998)
 LW2308
 LW2308'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2313 ***********************************************************************
 LW2313  DESIGNATION -  WARREN WATER TOWER
 LW2313  PID         -  LW2313
 LW2313  STATE/COUNTY-  RI/BRISTOL
 LW2313  USGS QUAD   -  BRISTOL (1975)
 LW2313
 LW2313                         *CURRENT SURVEY CONTROL
 LW2313  ___________________________________________________________________
 LW2313* NAD 83(1996)-  41 42 16.78419(N)    071 16 46.97402(W)     ADJUSTED  
 LW2313* NAVD 88     -                                                        
 LW2313  ___________________________________________________________________
 LW2313  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 LW2313  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW2313
 LW2313  HORZ ORDER  -  THIRD
 LW2313
 LW2313.The horizontal coordinates were established by classical geodetic methods
 LW2313.and adjusted by the National Geodetic Survey in August 1998..
 LW2313
 LW2313
 LW2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2313
 LW2313.The geoid height was determined by GEOID03.
 LW2313
 LW2313;                    North         East     Units Scale Factor Converg.
 LW2313;SPC RI       -    69,028.762   118,334.818   MT  0.99999789   +0 08 47.6
 LW2313;SPC RI       -   226,471.86    388,236.82   sFT  0.99999789   +0 08 47.6
 LW2313;SPC MA M     -   828,290.198   218,334.940   MT  1.00000178   +0 08 52.7
 LW2313;SPC MA M     - 2,717,482.09    716,320.55   sFT  1.00000178   +0 08 52.7
 LW2313;UTM  19      - 4,619,497.232   310,323.094   MT  1.00004275   -1 31 01.7
 LW2313
 LW2313                          SUPERSEDED SURVEY CONTROL
 LW2313
 LW2313  NAD 83(1996)-  41 42 16.78385(N)    071 16 46.97380(W) AD(       ) 4
 LW2313  NAD 83(1992)-  41 42 16.78269(N)    071 16 46.97304(W) AD(       ) 4
 LW2313  NAD 83(1992)-  41 42 16.78229(N)    071 16 46.97293(W) AD(       ) 4
 LW2313  NAD 83(1986)-  41 42 16.78407(N)    071 16 46.97286(W) AD(       ) 4
 LW2313  NAD 27      -  41 42 16.41154(N)    071 16 48.78788(W) AD(       ) 3
 LW2313
 LW2313.Superseded values are not recommended for survey control.
 LW2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2313.See file dsdata.txt to determine how the superseded data were derived.
 LW2313
 LW2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1032319497(NAD 83)
 LW2313
 LW2313  HISTORY     - Date     Condition        Report By
 LW2313  HISTORY     - UNK      MONUMENTED
 LW2313  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2313  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2313  HISTORY     - 19980411 GOOD             USPSQD
 LW2313
 LW2313                          STATION DESCRIPTION
 LW2313
 LW2313'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2313'AT THE GIVEN GEOGRAPHIC POSITION, IS A STANDPIPE BELONGING TO THE
 LW2313'BRISTOL COUNTY WATER COMPANY (FORMERLY THE BRISTOL AND WARREN
 LW2313'WATER WORKS).  IT STANDS ON THE E SIDE OF HOPE STREET (STATE
 LW2313'HIGHWAY 114) ABOUT 0.4 MILE S OF THE BOUNDARY BETWEEN THE TOWNS
 LW2313'OF BRISTOL AND WARREN.  IT IS ABOUT 35 FEET IN DIAMETER AND IS
 LW2313'SET ON A CONCRETE FOUNDATION CLOSE TO THE GROUND.  A PLATE CAST
 LW2313'INTO THE CONCRETE BEARS THE CONTRACTORS NAME AND THE DATE
 LW2313'1908.  THE CENTER OF THE STANDPIPE IS ABOUT 25 YARDS E OF THE
 LW2313'CURB OF THE 4-LANE HIGHWAY.
 LW2313
 LW2313                          STATION RECOVERY (1968)
 LW2313
 LW2313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2313'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2313
 LW2313                          STATION RECOVERY (1998)
 LW2313
 LW2313'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW2313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3535 ***********************************************************************
 LW3535  DESIGNATION -  WARWICK
 LW3535  PID         -  LW3535
 LW3535  STATE/COUNTY-  RI/KENT
 LW3535  USGS QUAD   -  ONECO (1970)
 LW3535
 LW3535                         *CURRENT SURVEY CONTROL
 LW3535  ___________________________________________________________________
 LW3535* NAD 83(1996)-  41 39 23.70370(N)    071 46 49.43512(W)     ADJUSTED  
 LW3535* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 LW3535  ___________________________________________________________________
 LW3535  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 LW3535  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW3535
 LW3535  HORZ ORDER  -  SECOND
 LW3535
 LW3535.The horizontal coordinates were established by classical geodetic methods
 LW3535.and adjusted by the National Geodetic Survey in August 1998..
 LW3535
 LW3535.The orthometric height was scaled from a topographic map.
 LW3535
 LW3535.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3535
 LW3535.The geoid height was determined by GEOID03.
 LW3535
 LW3535;                    North         East     Units Scale Factor Converg.
 LW3535;SPC RI       -    63,703.458    76,644.405   MT  1.00000046   -0 11 10.9
 LW3535;SPC RI       -   209,000.43    251,457.52   sFT  1.00000046   -0 11 10.9
 LW3535;SPC CT       -   244,282.943   385,560.424   MT  0.99998544   +0 38 34.5
 LW3535;SPC CT       -   801,451.62  1,264,959.49   sFT  0.99998544   +0 38 34.5
 LW3535;UTM  19      - 4,615,383.487   268,489.334   MT  1.00025961   -1 50 55.9
 LW3535
 LW3535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3535!SPC RI       -   0.99998642  x   1.00000046  =   0.99998688
 LW3535!SPC CT       -   0.99998642  x   0.99998544  =   0.99997186
 LW3535!UTM  19      -   0.99998642  x   1.00025961  =   1.00024602
 LW3535
 LW3535:                Primary Azimuth Mark                     Grid Az
 LW3535:SPC RI       -  WARWICK AZ MK                            046 16 41.4
 LW3535:SPC CT       -  WARWICK AZ MK                            045 26 56.0
 LW3535:UTM  19      -  WARWICK AZ MK                            047 56 26.4
 LW3535
 LW3535|---------------------------------------------------------------------|
 LW3535| PID    Reference Object                     Distance      Geod. Az  |
 LW3535|                                                           dddmmss.s |
 LW3535| CB8638 WARWICK AZ MK                                      0460530.5 |
 LW3535| CB8639 WARWICK RM 1                         31.766 METERS 12940     |
 LW3535| LW3560 ESCOHEAG                            APPROX. 5.4 KM 1790507.4 |
 LW3535| CB8640 WARWICK RM 2                         66.090 METERS 20503     |
 LW3535| CB8641 WARWICK RM 3                         38.240 METERS 32109     |
 LW3535|---------------------------------------------------------------------|
 LW3535
 LW3535                          SUPERSEDED SURVEY CONTROL
 LW3535
 LW3535  NAD 83(1996)-  41 39 23.70288(N)    071 46 49.43474(W) AD(       ) 2
 LW3535  NAD 83(1992)-  41 39 23.70264(N)    071 46 49.43444(W) AD(       ) 2
 LW3535  NAD 83(1992)-  41 39 23.70255(N)    071 46 49.43503(W) AD(       ) 2
 LW3535  NAD 83(1986)-  41 39 23.70245(N)    071 46 49.43469(W) AD(       ) 2
 LW3535  NAD 27      -  41 39 23.34230(N)    071 46 51.18324(W) AD(       ) 2
 LW3535
 LW3535.Superseded values are not recommended for survey control.
 LW3535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3535.See file dsdata.txt to determine how the superseded data were derived.
 LW3535
 LW3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6848915383(NAD 83)
 LW3535_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3535_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3535+STABILITY: SURFACE MOTION
 LW3535
 LW3535  HISTORY     - Date     Condition        Report By
 LW3535  HISTORY     - 1937     MONUMENTED       CTGS
 LW3535
 LW3535                          STATION DESCRIPTION
 LW3535
 LW3535'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3535'STATION IS A STANDARD DISK STAMPED WARWICK-1937 SET IN CONCRETE
 LW3535'POST, 37 FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD (DIRT),
 LW3535'16 FEET EAST OF STONE WALL, AND 22 FEET EAST-NORTHEAST OF 12-INCH
 LW3535'TWIN WHITE OAKS.
 LW3535'
 LW3535'TO REACH FROM ONECO POST OFFICE, GO WEST ON ROUTE 211 FOR 1200
 LW3535'FEET TO TAR ROAD ON LEFT (SOUTH).  GO SOUTH ON THIS ROAD 1.3
 LW3535'MILES TO Y-ROAD.  BEAR LEFT ON DIRT ROAD, 1.4 MILES TO
 LW3535'TRIANGLE.  BEAR RIGHT AND GO 0.7 MILE TO STATION ON LEFT
 LW3535'(EAST).  AMONGST 25-INCH PINES.
 LW3535'
 LW3535'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3535'SET IN CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1A, 12A,
 LW3535'AND 11A.
 LW3535'
 LW3535'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WARWICK-NO. 1-1937
 LW3535'SET IN CONCRETE POST, 104.24 FEET SOUTHEAST OF STATION.  IT IS
 LW3535'90 FEET EAST OF CENTER LINE OF DIRT ROAD (NORTH-SOUTH), 14
 LW3535'FEET SOUTHEAST OF 10-INCH PINES AND 11 FEET NORTHEAST OF 10-INCH
 LW3535'PINES.  REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED
 LW3535'WARWICK-NO. 2-1937 CEMENTED IN BOULDER 2- BY 1- BY 1-FEET HIGH
 LW3535'IN DENSE PINE WOODS, 216.83 FEET SOUTHWEST OF STATION.  IT IS 65
 LW3535'FEET WEST OF STONE WALL, AND 85 FEET WEST OF CENTER LINE OF
 LW3535'NORTH-SOUTH ROAD.  REFERENCE MARK NO. 3 IS A STANDARD DISK
 LW3535'STAMPED WARWICK-NO. 3-1937 SET IN CONCRETE POST
 LW3535'125.47 FEET NORTHWEST OF STATION.  IT IS 23 FEET WEST OF CENTER
 LW3535'LINE OF ROAD, 4 FEET EAST OF STONE WALL AND 7 FEET SOUTHWEST OF
 LW3535'10-INCH TWIN OAKS.
 LW3535'
 LW3535'AZIMUTH MARK IS DISK WARWICK-1937 IN OUTCROP 6- BY 6-FEET FLUSH
 LW3535'WITH GROUND, 1100 FEET ACROSS SWAMP, AND EAST-NORTHEAST OF
 LW3535'STATION.  BLAZED TRAIL STARTS 300 FEET NORTH OF STATION LEADING
 LW3535'EAST OF DIRT ROAD.  (NOTE 11A)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2560 ***********************************************************************
 LW2560  DESIGNATION -  WARWICK LIGHT
 LW2560  PID         -  LW2560
 LW2560  STATE/COUNTY-  RI/KENT
 LW2560  USGS QUAD   -  EAST GREENWICH (1975)
 LW2560
 LW2560                         *CURRENT SURVEY CONTROL
 LW2560  ___________________________________________________________________
 LW2560* NAD 83(1996)-  41 40 01.62583(N)    071 22 42.27902(W)     ADJUSTED  
 LW2560* NAVD 88     -                                                        
 LW2560  ___________________________________________________________________
 LW2560  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 LW2560  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW2560
 LW2560  HORZ ORDER  -  THIRD
 LW2560
 LW2560.The horizontal coordinates were established by classical geodetic methods
 LW2560.and adjusted by the National Geodetic Survey in August 1998..
 LW2560
 LW2560
 LW2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2560
 LW2560.The geoid height was determined by GEOID03.
 LW2560
 LW2560;                    North         East     Units Scale Factor Converg.
 LW2560;SPC RI       -    64,842.577   110,126.024   MT  0.99999501   +0 04 51.0
 LW2560;SPC RI       -   212,737.69    361,305.13   sFT  0.99999501   +0 04 51.0
 LW2560;UTM  19      - 4,615,550.788   301,995.714   MT  1.00008248   -1 34 54.1
 LW2560
 LW2560                          SUPERSEDED SURVEY CONTROL
 LW2560
 LW2560  NAD 83(1996)-  41 40 01.62553(N)    071 22 42.27890(W) AD(       ) 4
 LW2560  NAD 83(1992)-  41 40 01.62418(N)    071 22 42.27805(W) AD(       ) 4
 LW2560  NAD 83(1992)-  41 40 01.62377(N)    071 22 42.27813(W) AD(       ) 4
 LW2560  NAD 83(1986)-  41 40 01.62416(N)    071 22 42.27738(W) AD(       ) 4
 LW2560  NAD 27      -  41 40 01.26100(N)    071 22 44.10400(W) AD(       ) 3
 LW2560
 LW2560.Superseded values are not recommended for survey control.
 LW2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2560.See file dsdata.txt to determine how the superseded data were derived.
 LW2560
 LW2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0199615551(NAD 83)
 LW2560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2560+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 LW2560
 LW2560  HISTORY     - Date     Condition        Report By
 LW2560  HISTORY     - 1956     MONUMENTED       CGS
 LW2560  HISTORY     - 19941001 GOOD             USPSQD
 LW2560  HISTORY     - 20021001 GOOD             USPSQD
 LW2560
 LW2560                          STATION DESCRIPTION
 LW2560
 LW2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2560'STATION IS THE FINIAL ON THE STRUCTURE HOUSING WARWICK LIGHT
 LW2560'LOCATED ON WARWICK POINT, ON THE N SIDE OF THE ENTRANCE TO
 LW2560'GREENWICH BAY.  THE STRUCTURE IS A WHITE CONICAL TOWER 51
 LW2560'FT. ABOVE WATER.
 LW2560'
 LW2560'THIS LIGHT WAS ESTABLISHED IN 1827 AND LAST REBUILT IN
 LW2560'1932.  FIELD OBSERVATIONS WERE MADE IN MAY 1956.
 LW2560'
 LW2560'THIS IS AN INTERSECTION STATION.
 LW2560
 LW2560                          STATION RECOVERY (1994)
 LW2560
 LW2560'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2560'RECOVERED IN GOOD CONDITION.
 LW2560
 LW2560                          STATION RECOVERY (2002)
 LW2560
 LW2560'RECOVERY NOTE BY US POWER SQUADRON 2002 (CV)
 LW2560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2561 ***********************************************************************
 LW2561  DESIGNATION -  WARWICK LIGHTHOUSE
 LW2561  PID         -  LW2561
 LW2561  STATE/COUNTY-  RI/KENT
 LW2561  USGS QUAD   -  EAST GREENWICH (1975)
 LW2561
 LW2561                         *CURRENT SURVEY CONTROL
 LW2561  ___________________________________________________________________
 LW2561* NAD 83(1996)-  41 40 01.27333(N)    071 22 41.56677(W)     ADJUSTED  
 LW2561* NAVD 88     -                                                        
 LW2561  ___________________________________________________________________
 LW2561  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 LW2561  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW2561
 LW2561  HORZ ORDER  -  THIRD
 LW2561
 LW2561.The horizontal coordinates were established by classical geodetic methods
 LW2561.and adjusted by the National Geodetic Survey in August 1998..
 LW2561
 LW2561
 LW2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2561
 LW2561.The geoid height was determined by GEOID03.
 LW2561
 LW2561;                    North         East     Units Scale Factor Converg.
 LW2561;SPC RI       -    64,831.725   110,142.516   MT  0.99999502   +0 04 51.5
 LW2561;SPC RI       -   212,702.08    361,359.24   sFT  0.99999502   +0 04 51.5
 LW2561;UTM  19      - 4,615,539.461   302,011.885   MT  1.00008240   -1 34 53.6
 LW2561
 LW2561:                Primary Azimuth Mark                     Grid Az
 LW2561:SPC RI       -  NAYATT LIGHTHOUSE                        026 46 37.3
 LW2561:UTM  19      -  NAYATT LIGHTHOUSE                        028 26 22.4
 LW2561
 LW2561|---------------------------------------------------------------------|
 LW2561| PID    Reference Object                     Distance      Geod. Az  |
 LW2561|                                                           dddmmss.s |
 LW2561| LW2312 NAYATT LIGHTHOUSE                   APPROX. 7.2 KM 0265128.8 |
 LW2561|---------------------------------------------------------------------|
 LW2561
 LW2561                          SUPERSEDED SURVEY CONTROL
 LW2561
 LW2561  NAD 83(1996)-  41 40 01.27296(N)    071 22 41.56660(W) AD(       ) 4
 LW2561  NAD 83(1992)-  41 40 01.27173(N)    071 22 41.56584(W) AD(       ) 4
 LW2561  NAD 83(1992)-  41 40 01.27123(N)    071 22 41.56587(W) AD(       ) 4
 LW2561  NAD 83(1986)-  41 40 01.27164(N)    071 22 41.56507(W) AD(       ) 4
 LW2561  NAD 27      -  41 40 00.89600(N)    071 22 43.38600(W) AD(       ) 3
 LW2561
 LW2561.Superseded values are not recommended for survey control.
 LW2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2561.See file dsdata.txt to determine how the superseded data were derived.
 LW2561
 LW2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0201215539(NAD 83)
 LW2561
 LW2561  HISTORY     - Date     Condition        Report By
 LW2561  HISTORY     - UNK      MONUMENTED
 LW2561  HISTORY     - 1897     SEE DESCRIPTION  CGS
 LW2561  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2561  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2561
 LW2561                          STATION DESCRIPTION
 LW2561
 LW2561'DESCRIBED BY COAST AND GEODETIC SURVEY 1897
 LW2561'ON THE S END OF WARWICK NECK, W SIDE OF NARRAGANSETT BAY, AND E
 LW2561'SIDE OF GREENWICH BAY ENTRANCE.  IT IS A WHITE, SQUARE TOWER ON
 LW2561'A SHORE DWELLING, AND ITS LANTERN IS 52 FEET ABOVE MEAN HIGH WATER.
 LW2561
 LW2561                          STATION RECOVERY (1935)
 LW2561
 LW2561'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2561'THE OLD SQUARE TOWER WAS REMOVED IN SEPT. 1932.  IN ITS STEAD AND
 LW2561'ABOUT 15 YARDS W STANDS A NEW WHITE LIGHTHOUSE SHAPED LIKE A
 LW2561'FRUSTRUM OF A CONE.
 LW2561
 LW2561                          STATION RECOVERY (1994)
 LW2561
 LW2561'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2549 ***********************************************************************
 LW2549  DESIGNATION -  WARWICK MUNICIPAL TANK
 LW2549  PID         -  LW2549
 LW2549  STATE/COUNTY-  RI/KENT
 LW2549  USGS QUAD   -  EAST GREENWICH (1975)
 LW2549
 LW2549                         *CURRENT SURVEY CONTROL
 LW2549  ___________________________________________________________________
 LW2549* NAD 83(1996)-  41 41 07.19517(N)    071 22 34.68452(W)     ADJUSTED  
 LW2549* NAVD 88     -                                                        
 LW2549  ___________________________________________________________________
 LW2549  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 LW2549  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW2549
 LW2549  HORZ ORDER  -  THIRD
 LW2549
 LW2549.The horizontal coordinates were established by classical geodetic methods
 LW2549.and adjusted by the National Geodetic Survey in August 1998..
 LW2549
 LW2549
 LW2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2549
 LW2549.The geoid height was determined by GEOID03.
 LW2549
 LW2549;                    North         East     Units Scale Factor Converg.
 LW2549;SPC RI       -    66,865.756   110,298.807   MT  0.99999505   +0 04 56.2
 LW2549;SPC RI       -   219,375.40    361,872.00   sFT  0.99999505   +0 04 56.2
 LW2549;UTM  19      - 4,617,568.277   302,227.152   MT  1.00008135   -1 34 51.0
 LW2549
 LW2549                          SUPERSEDED SURVEY CONTROL
 LW2549
 LW2549  NAD 83(1996)-  41 41 07.19474(N)    071 22 34.68415(W) AD(       ) 4
 LW2549  NAD 83(1992)-  41 41 07.19367(N)    071 22 34.68364(W) AD(       ) 4
 LW2549  NAD 83(1992)-  41 41 07.19326(N)    071 22 34.68350(W) AD(       ) 4
 LW2549  NAD 83(1986)-  41 41 07.19360(N)    071 22 34.68287(W) AD(       ) 4
 LW2549  NAD 27      -  41 41 06.82675(N)    071 22 36.48389(W) AD(       ) 3
 LW2549
 LW2549.Superseded values are not recommended for survey control.
 LW2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2549.See file dsdata.txt to determine how the superseded data were derived.
 LW2549
 LW2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0222717568(NAD 83)
 LW2549
 LW2549  HISTORY     - Date     Condition        Report By
 LW2549  HISTORY     - 1968     MONUMENTED       CGS
 LW2549  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LW2549  HISTORY     - 19941001 GOOD             USPSQD
 LW2549  HISTORY     - 20021001 GOOD             USPSQD
 LW2549
 LW2549                          STATION DESCRIPTION
 LW2549
 LW2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2549'THE STATION, WARWICK MUNICIPAL WATER TANK, IS THE TOP CENTER OF
 LW2549'A LARGE SILVER CYLINDRICAL TANK SUPPORTED BY A SINGLE CIRCULAR
 LW2549'STEEL SUPPORT AND IS ABOUT 90 FEET IN HEIGHT.
 LW2549'
 LW2549'THE STATION IS LOCATED ABOUT 0.05 MILE SOUTHEAST OF THE
 LW2549'INTERSECTION OF WARWICK NECK ROAD AND ALDRICHS STREET IN SOUTH
 LW2549'SECTION OF WARWICK.
 LW2549
 LW2549                          STATION RECOVERY (1971)
 LW2549
 LW2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 LW2549'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 LW2549'DESCRIBED.
 LW2549'
 LW2549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW2549'AT WARWICK.
 LW2549
 LW2549                          STATION RECOVERY (1994)
 LW2549
 LW2549'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2549'RECOVERED IN GOOD CONDITION.
 LW2549
 LW2549                          STATION RECOVERY (2002)
 LW2549
 LW2549'RECOVERY NOTE BY US POWER SQUADRON 2002 (CV)
 LW2549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2557 ***********************************************************************
 LW2557  DESIGNATION -  WARWICK NECK SEM WATER TOWER
 LW2557  PID         -  LW2557
 LW2557  STATE/COUNTY-  RI/KENT
 LW2557  USGS QUAD   -  EAST GREENWICH (1975)
 LW2557
 LW2557                         *CURRENT SURVEY CONTROL
 LW2557  ___________________________________________________________________
 LW2557* NAD 83(1996)-  41 41 00.89873(N)    071 22 39.56844(W)     ADJUSTED  
 LW2557* NAVD 88     -                                                        
 LW2557  ___________________________________________________________________
 LW2557  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW2557  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW2557
 LW2557  HORZ ORDER  -  THIRD
 LW2557
 LW2557.The horizontal coordinates were established by classical geodetic methods
 LW2557.and adjusted by the National Geodetic Survey in August 1998..
 LW2557
 LW2557
 LW2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2557
 LW2557.The geoid height was determined by GEOID03.
 LW2557
 LW2557;                    North         East     Units Scale Factor Converg.
 LW2557;SPC RI       -    66,671.339   110,186.133   MT  0.99999503   +0 04 52.9
 LW2557;SPC RI       -   218,737.55    361,502.34   sFT  0.99999503   +0 04 52.9
 LW2557;UTM  19      - 4,617,377.195   302,108.872   MT  1.00008193   -1 34 54.1
 LW2557
 LW2557                          SUPERSEDED SURVEY CONTROL
 LW2557
 LW2557  NAD 83(1996)-  41 41 00.89837(N)    071 22 39.56829(W) AD(       ) 4
 LW2557  NAD 83(1992)-  41 41 00.89715(N)    071 22 39.56748(W) AD(       ) 4
 LW2557  NAD 83(1992)-  41 41 00.89661(N)    071 22 39.56751(W) AD(       ) 4
 LW2557  NAD 83(1986)-  41 41 00.89639(N)    071 22 39.56747(W) AD(       ) 4
 LW2557  NAD 27      -  41 41 00.52718(N)    071 22 41.37622(W) AD(       ) 3
 LW2557
 LW2557.Superseded values are not recommended for survey control.
 LW2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2557.See file dsdata.txt to determine how the superseded data were derived.
 LW2557
 LW2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0210917377(NAD 83)
 LW2557_MARKER: 55 = TOWER
 LW2557_SETTING: 0 = UNSPECIFIED SETTING
 LW2557
 LW2557  HISTORY     - Date     Condition        Report By
 LW2557  HISTORY     - 1958     FIRST OBSERVED   CGS
 LW2557  HISTORY     - 1986     GOOD             RIGS
 LW2557  HISTORY     - 19941001 GOOD             USPSQD
 LW2557  HISTORY     - 20021001 GOOD             USPSQD
 LW2557
 LW2557                          STATION DESCRIPTION
 LW2557
 LW2557'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW2557'THE STATION IS THE CENTER OF THE TOP OF THE WATER TOWER LOCATED
 LW2557'IN THE EASTERN PART OF WARWICK NECK.  IT IS A GREY SLATE TOWER
 LW2557'WITH A POINTED TOP.  IT IS JUST EAST OF WARWICK NECK AVENUE.  THE
 LW2557'HEIGHT IS APPROXIMATELY 90 FEET.
 LW2557
 LW2557                          STATION RECOVERY (1986)
 LW2557
 LW2557'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2557'THE STATION WAS RECOVERED AT THIS DATE.
 LW2557'
 LW2557'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2557
 LW2557                          STATION RECOVERY (1994)
 LW2557
 LW2557'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2557'RECOVERED IN GOOD CONDITION.
 LW2557
 LW2557                          STATION RECOVERY (2002)
 LW2557
 LW2557'RECOVERY NOTE BY US POWER SQUADRON 2002 (CV)
 LW2557'STRUCTURE IS AS DESCRIBED, BUT APPEARS TO BE AN OBSERVATION TOWER, NOT
 LW2557'WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3313 ***********************************************************************
 LW3313  DESIGNATION -  WATCH HILL CHURCH SPIRE
 LW3313  PID         -  LW3313
 LW3313  STATE/COUNTY-  RI/WASHINGTON
 LW3313  USGS QUAD   -  WATCH HILL (1984)
 LW3313
 LW3313                         *CURRENT SURVEY CONTROL
 LW3313  ___________________________________________________________________
 LW3313* NAD 83(1996)-  41 18 37.24829(N)    071 51 17.68361(W)     ADJUSTED  
 LW3313* NAVD 88     -                                                        
 LW3313  ___________________________________________________________________
 LW3313  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 LW3313  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LW3313
 LW3313  HORZ ORDER  -  THIRD
 LW3313
 LW3313.The horizontal coordinates were established by classical geodetic methods
 LW3313.and adjusted by the National Geodetic Survey in August 1998..
 LW3313
 LW3313
 LW3313.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3313
 LW3313.The geoid height was determined by GEOID03.
 LW3313
 LW3313;                    North         East     Units Scale Factor Converg.
 LW3313;SPC RI       -    25,272.198    70,280.067   MT  1.00000462   -0 14 03.5
 LW3313;SPC RI       -    82,913.87    230,577.19   sFT  1.00000462   -0 14 03.5
 LW3313;SPC CT       -   205,764.337   379,752.611   MT  0.99999070   +0 35 36.6
 LW3313;SPC CT       -   675,078.50  1,245,905.02   sFT  0.99999070   +0 35 36.6
 LW3313;UTM  19      - 4,577,141.655   261,014.387   MT  1.00030295   -1 53 07.9
 LW3313
 LW3313                          SUPERSEDED SURVEY CONTROL
 LW3313
 LW3313  NAD 83(1992)-  41 18 37.24696(N)    071 51 17.68279(W) AD(       ) 4
 LW3313  NAD 83(1986)-  41 18 37.24634(N)    071 51 17.68613(W) AD(       ) 4
 LW3313  NAD 27      -  41 18 36.88000(N)    071 51 19.44000(W) AD(       ) 3
 LW3313
 LW3313.Superseded values are not recommended for survey control.
 LW3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3313.See file dsdata.txt to determine how the superseded data were derived.
 LW3313
 LW3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6101477142(NAD 83)
 LW3313_MARKER: 90 = CHURCH SPIRE
 LW3313
 LW3313  HISTORY     - Date     Condition        Report By
 LW3313  HISTORY     - 1904     FIRST OBSERVED   CGS
 LW3313  HISTORY     - 1934     GOOD             RIGS
 LW3313  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3313  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 LW3313
 LW3313                          STATION DESCRIPTION
 LW3313
 LW3313'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3313'THIS STATION WAS LOCATED ON THE S SHORE OF WESTERLY.
 LW3313'
 LW3313'THIS CHURCH, MORE COMMONLY KNOWN AS THE CHAPEL, WAS REMODELED
 LW3313'SEVERAL YEARS AGO AND THE SPIRE REMOVED.  THE CONTRACTORS WHO DID
 LW3313'THE RECONSTRUCTION ARE UNCERTAIN WHETHER OR NOT THE NEW CUPOLA IS
 LW3313'IN THE SAME LOCATION AS THE FORMER SPIRE.
 LW3313'
 LW3313'THE ARCHITECT IN CHARGE OF THE REMODELING WAS AYMAR EMBURY II,
 LW3313'150 E 61 ST STREET, NEW YORK CITY.
 LW3313
 LW3313                          STATION RECOVERY (1954)
 LW3313
 LW3313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3313'STATION LOST.  RHODE ISLAND GEODETIC SURVEY RECOVERY NOTE OF 1934
 LW3313'IS VERIFIED.  EXISTING SPIRE IS LOW AND INCONSPICUOUS.
 LW3313
 LW3313                          STATION RECOVERY (2004)
 LW3313
 LW3313'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJM)
 LW3313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3308 ***********************************************************************
 LW3308  DESIGNATION -  WATCH HILL LIGHTHOUSE
 LW3308  PID         -  LW3308
 LW3308  STATE/COUNTY-  RI/WASHINGTON
 LW3308  USGS QUAD   -  WATCH HILL (1984)
 LW3308
 LW3308                         *CURRENT SURVEY CONTROL
 LW3308  ___________________________________________________________________
 LW3308* NAD 83(1996)-  41 18 14.00839(N)    071 51 30.79607(W)     ADJUSTED  
 LW3308* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW3308  ___________________________________________________________________
 LW3308  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 LW3308  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW3308
 LW3308  HORZ ORDER  -  THIRD
 LW3308
 LW3308.The horizontal coordinates were established by classical geodetic methods
 LW3308.and adjusted by the National Geodetic Survey in August 1998..
 LW3308
 LW3308.The orthometric height was scaled from a topographic map.
 LW3308
 LW3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3308
 LW3308.The geoid height was determined by GEOID03.
 LW3308
 LW3308;                    North         East     Units Scale Factor Converg.
 LW3308;SPC RI       -    24,556.505    69,972.098   MT  1.00000484   -0 14 12.0
 LW3308;SPC RI       -    80,565.80    229,566.79   sFT  1.00000484   -0 14 12.0
 LW3308;SPC CT       -   205,044.279   379,455.018   MT  0.99999114   +0 35 27.9
 LW3308;SPC CT       -   672,716.11  1,244,928.67   sFT  0.99999114   +0 35 27.9
 LW3308;UTM  19      - 4,576,434.921   260,685.826   MT  1.00030489   -1 53 15.7
 LW3308
 LW3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3308!SPC RI       -   1.00000345  x   1.00000484  =   1.00000829
 LW3308!SPC CT       -   1.00000345  x   0.99999114  =   0.99999459
 LW3308!UTM  19      -   1.00000345  x   1.00030489  =   1.00030834
 LW3308
 LW3308:                Primary Azimuth Mark                     Grid Az
 LW3308:SPC RI       -  LARKIN HOTEL SOUTH TOWER                 015 29 39.4
 LW3308:SPC CT       -  LARKIN HOTEL SOUTH TOWER                 014 39 59.5
 LW3308:UTM  19      -  LARKIN HOTEL SOUTH TOWER                 017 08 43.1
 LW3308
 LW3308|---------------------------------------------------------------------|
 LW3308| PID    Reference Object                     Distance      Geod. Az  |
 LW3308|                                                           dddmmss.s |
 LW3308| LW3309 LARKIN HOTEL SOUTH TOWER            477.915 METERS 0151527.4 |
 LW3308| LW3310 LARKIN HOTEL NORTH TOWER            APPROX. 0.5 KM 0152345.8 |
 LW3308| LW3312 WATCH HILL HOTEL CUPOLA             APPROX. 0.6 KM 0205904.5 |
 LW3308| LW3313 WATCH HILL CHURCH SPIRE             APPROX. 0.8 KM 0230245.2 |
 LW3308| LW3339 WATCH HILL OCEAN HOUSE FLAG         APPROX. 0.8 KM 0293844.9 |
 LW3308| LW3332 WATCH HILL REEF BEACON              APPROX. 1.1 KM 2050815.4 |
 LW3308| LW3367 CATUMB ROCKS BEACON                 APPROX. 2.5 KM 2363328.2 |
 LW3308| LW3353 SUGAR ROCK BEACON                   APPROX. 2.0 KM 2390900.1 |
 LW3308| LX5177 MT PROSPECT 2                       APPROX.13.7 KM 2471247.8 |
 LW3308| LW3356 FORT MANSFIELD FLAGSTAFF            APPROX. 1.8 KM 2814720.4 |
 LW3308| LW3419 STONINGTON BREAKWATER LH            APPROX. 5.1 KM 2971759.1 |
 LW3308| LW3360 RHODES FOLLY BEACON                 APPROX. 4.3 KM 3145257.8 |
 LW3308|---------------------------------------------------------------------|
 LW3308
 LW3308                          SUPERSEDED SURVEY CONTROL
 LW3308
 LW3308  NAD 83(1992)-  41 18 14.00705(N)    071 51 30.79526(W) AD(       ) 3
 LW3308  NAD 83(1986)-  41 18 14.00655(N)    071 51 30.79871(W) AD(       ) 3
 LW3308  NAD 27      -  41 18 13.64701(N)    071 51 32.55032(W) AD(       ) 3
 LW3308
 LW3308.Superseded values are not recommended for survey control.
 LW3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3308.See file dsdata.txt to determine how the superseded data were derived.
 LW3308
 LW3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6068676435(NAD 83)
 LW3308_MARKER: 13 = LIGHTHOUSE
 LW3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3308+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 LW3308
 LW3308  HISTORY     - Date     Condition        Report By
 LW3308  HISTORY     - 1873     FIRST OBSERVED   CGS
 LW3308  HISTORY     - 1934     GOOD             RIGS
 LW3308  HISTORY     - 1954     GOOD             CGS
 LW3308  HISTORY     - 1960     GOOD             CGS
 LW3308  HISTORY     - 1975     GOOD             NGS
 LW3308  HISTORY     - 1984     GOOD             USPSQD
 LW3308  HISTORY     - 1989     GOOD             USPSQD
 LW3308  HISTORY     - 20040903 GOOD             USPSQD
 LW3308
 LW3308                          STATION DESCRIPTION
 LW3308
 LW3308'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3308'THIS LIGHTHOUSE IS APPARENTLY UNCHANGED, AND THE KEEPER STATES
 LW3308'THAT HE BELIEVES THAT IT IS IN THE SAME LOCATION AS IT WAS WHEN
 LW3308'IT WAS FIRST ERECTED.
 LW3308
 LW3308                          STATION RECOVERY (1954)
 LW3308
 LW3308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3308'RECOVERED IN GOOD CONDITION.  THIS IS THE PROMINENT MASONRY
 LW3308'LIGHTHOUSE ON WATCH HILL.
 LW3308'
 LW3308'POINT CONSTRUCTED IN 1807.  IT IS NO. 586 IN COMPLETE LIST OF
 LW3308'LIGHTS AND OTHER MARINE AIDS, ATLANTIC COAST OF THE U.S.
 LW3308
 LW3308                          STATION RECOVERY (1960)
 LW3308
 LW3308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LW3308'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS COMPLETE
 LW3308'AND ADEQUATE.
 LW3308
 LW3308                          STATION RECOVERY (1975)
 LW3308
 LW3308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3308'THE STATION WAS NOT VISITED AT THIS TIME.  IT WAS OBSERVED UPON
 LW3308'AND A NEW POSITION WAS ESTABLISHED AT THIS TIME.
 LW3308
 LW3308                          STATION RECOVERY (1984)
 LW3308
 LW3308'RECOVERY NOTE BY US POWER SQUADRON 1984 (BAM)
 LW3308'STATION RECOVERED IN GOOD CONDITION.
 LW3308'
 LW3308'PREVIOUS DESCRIPTIONS ARE COMPLETE AND ADEQUATE.
 LW3308
 LW3308                          STATION RECOVERY (1989)
 LW3308
 LW3308'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW3308'RECOVERED IN GOOD CONDITION.
 LW3308
 LW3308                          STATION RECOVERY (2004)
 LW3308
 LW3308'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJM)
 LW3308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3339 ***********************************************************************
 LW3339  DESIGNATION -  WATCH HILL OCEAN HOUSE FLAG
 LW3339  PID         -  LW3339
 LW3339  STATE/COUNTY-  RI/WASHINGTON
 LW3339  USGS QUAD   -  WATCH HILL (1984)
 LW3339
 LW3339                         *CURRENT SURVEY CONTROL
 LW3339  ___________________________________________________________________
 LW3339* NAD 83(1996)-  41 18 37.23692(N)    071 51 13.26239(W)     ADJUSTED  
 LW3339* NAVD 88     -                                                        
 LW3339  ___________________________________________________________________
 LW3339  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LW3339  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LW3339
 LW3339  HORZ ORDER  -  THIRD
 LW3339
 LW3339.The horizontal coordinates were established by classical geodetic methods
 LW3339.and adjusted by the National Geodetic Survey in August 1998..
 LW3339
 LW3339
 LW3339.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3339
 LW3339.The geoid height was determined by GEOID03.
 LW3339
 LW3339;                    North         East     Units Scale Factor Converg.
 LW3339;SPC RI       -    25,271.428    70,382.906   MT  1.00000454   -0 14 00.5
 LW3339;SPC RI       -    82,911.34    230,914.58   sFT  1.00000454   -0 14 00.5
 LW3339;SPC CT       -   205,765.052   379,855.450   MT  0.99999070   +0 35 39.5
 LW3339;SPC CT       -   675,080.84  1,246,242.42   sFT  0.99999070   +0 35 39.5
 LW3339;UTM  19      - 4,577,137.920   261,117.192   MT  1.00030235   -1 53 05.0
 LW3339
 LW3339                          SUPERSEDED SURVEY CONTROL
 LW3339
 LW3339  NAD 83(1992)-  41 18 37.23560(N)    071 51 13.26159(W) AD(       ) 4
 LW3339  NAD 83(1986)-  41 18 37.23526(N)    071 51 13.26424(W) AD(       ) 4
 LW3339  NAD 27      -  41 18 36.84692(N)    071 51 15.03201(W) AD(       ) 3
 LW3339
 LW3339.Superseded values are not recommended for survey control.
 LW3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3339.See file dsdata.txt to determine how the superseded data were derived.
 LW3339
 LW3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6111777138(NAD 83)
 LW3339_MARKER: 83 = FLAGSTAFF
 LW3339
 LW3339  HISTORY     - Date     Condition        Report By
 LW3339  HISTORY     - 1904     FIRST OBSERVED   CGS
 LW3339  HISTORY     - 1934     GOOD             CGS
 LW3339  HISTORY     - 1948     GOOD             CGS
 LW3339  HISTORY     - 1960     GOOD             CGS
 LW3339  HISTORY     - 1984     GOOD             USPSQD
 LW3339  HISTORY     - 19941001 GOOD             USPSQD
 LW3339
 LW3339                          STATION DESCRIPTION
 LW3339
 LW3339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3339'THE OCEAN HOUSE HOTEL IS ON THE E SIDE OF WATCH HILL POINT
 LW3339'ABOUT 1/8 MILE N OF THE WATCH HILL LIGHTHOUSE.  THE HOTEL IS A
 LW3339'FOUR-STORY WOODEN STRUCTURE BUILT IN THE FORM OF A T WITH THE
 LW3339'TOP OF THE T FACING THE OCEAN.  THE CUPOLA IS IN THE CENTER OF
 LW3339'THE TOP OF THE T AND IS SQUARE WITH A HIP ROOF.  THE STATION IS
 LW3339'THE FLAGSTAFF IN THE CENTER OF THE HIP ROOF.  HEIGHT ABOUT 70
 LW3339'FEET ABOVE THE GROUND.
 LW3339
 LW3339                          STATION RECOVERY (1948)
 LW3339
 LW3339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3339'STATION RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS
 LW3339'ADEQUATE AS DESCRIBED IN 1934 BY G.C.M.  THIS STATION IS
 LW3339'BELIEVED TO BE THE SAME AS OCEAN HOTEL FLAGSTAFF AS DESCRIBED
 LW3339'BY THE RHODE ISLAND GEODETIC SURVEY IN 1934.
 LW3339
 LW3339                          STATION RECOVERY (1960)
 LW3339
 LW3339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LW3339'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS
 LW3339'COMPLETE AND ADEQUATE.
 LW3339
 LW3339                          STATION RECOVERY (1984)
 LW3339
 LW3339'RECOVERY NOTE BY US POWER SQUADRON 1984 (BAM)
 LW3339'STATION RECOVERED IN GOOD CONDITION.
 LW3339'
 LW3339'PREVIOUS DESCRIPTIONS ARE COMPLETE AND ADEQUATE.
 LW3339
 LW3339                          STATION RECOVERY (1994)
 LW3339
 LW3339'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3084 ***********************************************************************
 LW3084  DESIGNATION -  WATCHAUG
 LW3084  PID         -  LW3084
 LW3084  STATE/COUNTY-  RI/WASHINGTON
 LW3084  USGS QUAD   -  CAROLINA (1970)
 LW3084
 LW3084                         *CURRENT SURVEY CONTROL
 LW3084  ___________________________________________________________________
 LW3084* NAD 83(1996)-  41 23 06.33537(N)    071 40 27.37317(W)     ADJUSTED  
 LW3084* NAVD 88     -        48.9    (meters)     160.     (feet)  VERTCON   
 LW3084  ___________________________________________________________________
 LW3084  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 LW3084  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW3084
 LW3084  HORZ ORDER  -  FIRST
 LW3084
 LW3084.The horizontal coordinates were established by classical geodetic methods
 LW3084.and adjusted by the National Geodetic Survey in August 1998..
 LW3084
 LW3084.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3084
 LW3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3084
 LW3084.The geoid height was determined by GEOID03.
 LW3084
 LW3084;                    North         East     Units Scale Factor Converg.
 LW3084;SPC RI       -    33,527.421    85,423.492   MT  0.99999636   -0 06 54.8
 LW3084;SPC RI       -   109,997.88    280,260.24   sFT  0.99999636   -0 06 54.8
 LW3084;UTM  19      - 4,584,958.799   276,393.535   MT  1.00021537   -1 46 07.4
 LW3084
 LW3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3084!SPC RI       -   0.99999711  x   0.99999636  =   0.99999347
 LW3084!UTM  19      -   0.99999711  x   1.00021537  =   1.00021248
 LW3084
 LW3084:                Primary Azimuth Mark                     Grid Az
 LW3084:SPC RI       -  BROAD HILL RESET                         073 05 23.4
 LW3084:UTM  19      -  BROAD HILL RESET                         074 44 36.0
 LW3084
 LW3084|---------------------------------------------------------------------|
 LW3084| PID    Reference Object                     Distance      Geod. Az  |
 LW3084|                                                           dddmmss.s |
 LW3084| LW3024 BROAD HILL RESET                    APPROX. 9.9 KM 0725828.6 |
 LW3084| CB8642 WATCHAUG AZ MK                                     0912310.1 |
 LW3084| LW3078 CHARLESTOWN USN AIR STA E TANK      APPROX. 1.7 KM 1402252.5 |
 LW3084| LW3077 CHARLESTOWN USN AIR STA W TANK      APPROX. 1.7 KM 1411217.2 |
 LW3084| LW3076 CHARLESTOWN USN FIELD CONT TWR      APPROX. 2.1 KM 1545908.4 |
 LW3084| CB8643 WATCHAUG RM 1                        26.526 METERS 17343     |
 LW3084| CB8644 WATCHAUG RM 2                        22.704 METERS 34851     |
 LW3084| LW3083 WOOD R JCT SUN CHEM CORP TANK       APPROX. 6.0 KM 3491958.5 |
 LW3084| CB8645 WATCHAUG RM 3                        69.116 METERS 35121     |
 LW3084|---------------------------------------------------------------------|
 LW3084
 LW3084                          SUPERSEDED SURVEY CONTROL
 LW3084
 LW3084  NAD 83(1992)-  41 23 06.33403(N)    071 40 27.37238(W) AD(       ) 1
 LW3084  NAD 83(1986)-  41 23 06.33266(N)    071 40 27.37309(W) AD(       ) 1
 LW3084  NAD 27      -  41 23 05.97196(N)    071 40 29.14138(W) AD(       ) 1
 LW3084  NGVD 29 (07/19/86)   49.2    (m)          161.     (f) VERT ANG       
 LW3084
 LW3084.Superseded values are not recommended for survey control.
 LW3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3084.See file dsdata.txt to determine how the superseded data were derived.
 LW3084
 LW3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7639484959(NAD 83)
 LW3084_MARKER: DS = TRIANGULATION STATION DISK
 LW3084_SETTING: 66 = SET IN ROCK OUTCROP
 LW3084_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3084+STABILITY: POSITION/ELEVATION WELL
 LW3084
 LW3084  HISTORY     - Date     Condition        Report By
 LW3084  HISTORY     - 1943     MONUMENTED       CGS
 LW3084  HISTORY     - 1962     GOOD             CGS
 LW3084  HISTORY     - 1969     GOOD             CGS
 LW3084  HISTORY     - 1974     GOOD             LOCSUR
 LW3084  HISTORY     - 1984     GOOD             USPSQD
 LW3084  HISTORY     - 1989     GOOD             USPSQD
 LW3084  HISTORY     - 19910407 GOOD             USPSQD
 LW3084
 LW3084                          STATION DESCRIPTION
 LW3084
 LW3084'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3084'STATION IS LOCATED ABOUT 1.75 MILES W BY N OF THE SETTLEMENT OF
 LW3084'CHARLESTOWN, ABOUT 1 MILE N OF U.S. HIGHWAY 1, AND ABOUT 0.3
 LW3084'MILE E OF THE E SIDE OF WATCHAUG POND.  STATION IS LOCATED ON A
 LW3084'LOW N-S RIDGE ABOUT 100 FEET E OF THE ROAD TO THE STATION AND
 LW3084'11 PACES S OF A TRIANGULAR-BLAZED 6-INCH OAK TREE.  MARK IS
 LW3084'STAMPED WATCHAUG 1943 AND PROJECTS ABOUT 2 FEET.
 LW3084'
 LW3084'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING
 LW3084'BEDROCK.  REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 LW3084'IN BOULDERS.  AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE
 LW3084'IN OUTCROPPING BEDROCK.
 LW3084'
 LW3084'REFERENCE MARK 1 IS SET IN A SMALL BOULDER AT THE FOOT OF AN
 LW3084'8-INCH OAK TREE.  MARK IS ON THE CREST OF THE RIDGE ABOUT 100 FEET
 LW3084'E OF THE ROAD AND 87 FEET S OF THE STATION.  MARK IS STAMPED
 LW3084'WATCHAUG NO 1 1943 AND PROJECTS ABOUT 10 INCHES.
 LW3084'
 LW3084'REFERENCE MARK 2 IS SET A LARGE FLAT BOULDER 75 FEET N OF THE
 LW3084'STATION AND ABOUT 100 FEET E OF THE ROAD.  MARK IS STAMPED
 LW3084'WATCHAUG NO 2 1943 AND PROJECTS ABOUT 8 INCHES.
 LW3084'
 LW3084'AZIMUTH MARK IS SET ON THE N SIDE OF U.S. HIGHWAY 1 AND ON THE
 LW3084'S SIDE OF THE STONE FENCE.  MARK IS 8 PACES N OF THE CENTER
 LW3084'LINE OF THE ROAD AND 27 PACES NW OF TELEPHONE POLE 95.  IT IS
 LW3084'STAMPED WATCHAUG 1943 AND IS SET FLUSH WITH THE GROUND.
 LW3084'
 LW3084'TO REACH THE STATION FROM THE RAILROAD TRACKS IN WAKEFIELD, GO
 LW3084'SW AND W ON U.S. HIGHWAY 1 FOR 10.05 MILES TO CROSSROADS IN
 LW3084'CHARLESTOWN, CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO A NARROW
 LW3084'ROAD THAT CONTINUES STRAIGHT AHEAD WHERE HIGHWAY 1 TURNS LEFT,
 LW3084'CONTINUE STRAIGHT AHEAD ON THE NARROW ROAD FOR 1.15 MILES TO A
 LW3084'REVERSE Y, TURN SHARP LEFT AND GO 0.25 MILE TO STATION ON THE
 LW3084'LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION RETURN TO
 LW3084'U.S. HIGHWAY 1, TURN LEFT AND GO 0.3 MILE TO THE AZIMUTH MARK
 LW3084'ON THE LEFT.
 LW3084'
 LW3084'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 LW3084
 LW3084                          STATION RECOVERY (1962)
 LW3084
 LW3084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (EKR)
 LW3084'WATCHAUG 1943 GOOD CONDITION.
 LW3084'
 LW3084'WATCHAUG NO. 1 AND 2 GOOD CONDITION.
 LW3084'
 LW3084'WATCHAUG AZI. MK. SEARCH INVOLVED DIGGING AROUND BOULDER,
 LW3084'LARGE BOULDER FOUND WHERE MARK WAS MARK IS DESTROYED.
 LW3084'
 LW3084'TO REACH STA. FROM THE JUNCTION OF U.S. HWY 1 AND STATE HWY 2 IN
 LW3084'CHARLESTOWN GO SW ON U.S. 1 FOR 0.7 MILE TO A ROAD RIGHT.  TURN
 LW3084'RIGHT AND GO FOR 1.15 MILES TO A WOODS ROAD, LEFT TURN LEFT AND GO
 LW3084'0.25 MILE TO THE STATION ON THE LEFT.
 LW3084
 LW3084                          STATION RECOVERY (1969)
 LW3084
 LW3084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3084'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 LW3084'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  REFERENCE
 LW3084'MARK 3 WAS ESTABLISHED AT THIS TIME.  A SHORTER DISTANCE WAS
 LW3084'MEASURED TO BOTH REFERENCE MARKS.  THE DIRECTION TO REFERENCE
 LW3084'MARKS 1 AND 2 CHECKED WITH ORIGINAL DESCRIPTION.  DUE TO VARIOUS
 LW3084'REASONS A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3084'
 LW3084'STATION IS LOCATED ABOUT 8-1/4 MILES EAST OF WESTERLY, 4 MILES
 LW3084'EAST-SOUTHEAST OF BRADFORD, 1-1/2 MILES WEST OF CHARLESTOWN, 1/3
 LW3084'MILE EAST OF EAST SIDE OF WATCHAUG POND AND ON PROPERTY OWNED BY
 LW3084'MR. ALEX ROSE.
 LW3084'
 LW3084'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 112 AND THE
 LW3084'SOUTH BOUND LANE OF U.S. HIGHWAY 1 ABOUT 0.2 MILE NORTH OF
 LW3084'CHARLESTOWN, GO WESTERLY ON U.S. HIGHWAY 1 FOR 0.9 MILE TO KINGS
 LW3084'FACTORY ROAD ON RIGHT.  TURN RIGHT AND GO WESTERLY ON KINGS
 LW3084'FACTORY ROAD FOR 0.85 MILE TO A SIDE ROAD LEFT AND SIGN
 LW3084'WATCHAUG HEIGHTS LOTS FOR SALE.  TURN LEFT AND GO 50 FEET TO
 LW3084'FORK.  KEEP LEFT AND GO SOUTHEAST ON GRAVELED ROAD FOR 0.25
 LW3084'MILE TO A SIDE ROAD LEFT.  TURN SHARP LEFT AND GO NORTHEAST
 LW3084'UPHILL FOR 100 FEET TO SUMMIT OF HILL AND STATION ON RIGHT AS
 LW3084'DESCRIBED.
 LW3084'
 LW3084'ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES IN BOULDERS.
 LW3084'
 LW3084'STATION MARK, STAMPED WATCHAUG 1943, PROJECTS ABOUT 1-1/2 FEET.  IT
 LW3084'IS 100 FEET EAST OF THE JUNCTION OF GRAVELED ROAD AND DIRT ROAD,
 LW3084'48 FEET SOUTHEAST OF CENTER OF DIRT ROAD AND 21.5 FEET NORTHWEST
 LW3084'OF A TRIANGLE BLAZED 12-INCH OAK TREE.  (NOTE 4)
 LW3084'
 LW3084'RM 1, STAMPED WATCHAUG RM 1 1943, PROJECTS 1.4 FEET.  IT IS 71
 LW3084'FEET SOUTH-SOUTHWEST OF THE 12-INCH TRIANGLE BLAZED OAK TREE,
 LW3084'33.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE ROUND
 LW3084'SHAPED BOULDER THAT PROJECTS ABOUT 3 FEET AND 12.5 FEET EAST OF
 LW3084'A 4 BY 7 FOOT BOULDER THAT PROJECTS ABOUT 2 FEET.  (NOTE 12C)
 LW3084'
 LW3084'RM 2, STAMPED WATCHAUG RM 2 1943, PROJECTS ABOUT 1 FOOT.  IT IS
 LW3084'61 FEET SOUTH-SOUTHWEST OF A 6 BY 8 FOOT BOULDER THAT PROJECTS
 LW3084'ABOUT 3 FEET, 39 FEET WEST OF CENTER OF TRACK ROAD AND 22 FEET
 LW3084'NORTH-NORTHEAST OF CENTER OF DIRT ROAD.  (NOTE 12C)
 LW3084'
 LW3084'RM 3, STAMPED WATCHAUG NO 3 1943 1969, PROJECTS ABOUT 3 FEET.  IT
 LW3084'IS 68 FEET EAST OF CENTER OF GRAVELED ROAD, 4.3 FEET EAST OF AN
 LW3084'8-INCH OAK TREE AND 3.3 FEET SOUTH-SOUTHWEST OF A WITNESS
 LW3084'POST.  (NOTE 12C)
 LW3084'
 LW3084'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 LW3084'
 LW3084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3084'1-1/2 MILES WEST OF CHARLESTOWN.
 LW3084
 LW3084                          STATION RECOVERY (1974)
 LW3084
 LW3084'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LW3084'STATION MARK, RM 1, RM 2 AND RM 3 WERE FOUND IN GOOD CONDITION.
 LW3084
 LW3084                          STATION RECOVERY (1984)
 LW3084
 LW3084'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3084'WATCHAUG 1943 RECOVERED IN GOOD CONDITION.
 LW3084'RM 1 RECOVERED IN GOOD CONDITION.
 LW3084'RM 2 RECOVERED IN GOOD CONDITION.
 LW3084'RM 3 RECOVERED IN GOOD CONDITION.
 LW3084'
 LW3084'NOTE--THE GRAVEL ROAD MENTIONED IN R.M. BUFFINGTONS 1969 RECOVERY
 LW3084'REPORT IS NOW A BLACK TOP ROAD.
 LW3084
 LW3084                          STATION RECOVERY (1989)
 LW3084
 LW3084'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3084'RECOVERED IN GOOD CONDITION.
 LW3084
 LW3084                          STATION RECOVERY (1991)
 LW3084
 LW3084'RECOVERY NOTE BY US POWER SQUADRON 1991 (AW)
 LW3084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2317 ***********************************************************************
 LW2317  DESIGNATION -  WATER TANK
 LW2317  PID         -  LW2317
 LW2317  STATE/COUNTY-  RI/KENT
 LW2317  USGS QUAD   -  BRISTOL (1975)
 LW2317
 LW2317                         *CURRENT SURVEY CONTROL
 LW2317  ___________________________________________________________________
 LW2317* NAD 83(1996)-  41 43 06.74564(N)    071 22 17.54233(W)     ADJUSTED  
 LW2317* NAVD 88     -                                                        
 LW2317  ___________________________________________________________________
 LW2317  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 LW2317  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW2317
 LW2317  HORZ ORDER  -  THIRD
 LW2317
 LW2317.The horizontal coordinates were established by classical geodetic methods
 LW2317.and adjusted by the National Geodetic Survey in August 1998..
 LW2317
 LW2317
 LW2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2317
 LW2317.The geoid height was determined by GEOID03.
 LW2317
 LW2317;                    North         East     Units Scale Factor Converg.
 LW2317;SPC RI       -    70,554.696   110,689.753   MT  0.99999516   +0 05 07.8
 LW2317;SPC RI       -   231,478.20    363,154.63   sFT  0.99999516   +0 05 07.8
 LW2317;UTM  19      - 4,621,244.624   302,725.073   MT  1.00007893   -1 34 43.3
 LW2317
 LW2317                          SUPERSEDED SURVEY CONTROL
 LW2317
 LW2317  NAD 83(1996)-  41 43 06.74538(N)    071 22 17.54221(W) AD(       ) 4
 LW2317  NAD 83(1992)-  41 43 06.74397(N)    071 22 17.54141(W) AD(       ) 4
 LW2317  NAD 83(1992)-  41 43 06.74367(N)    071 22 17.54146(W) AD(       ) 4
 LW2317  NAD 83(1986)-  41 43 06.74415(N)    071 22 17.54075(W) AD(       ) 4
 LW2317  NAD 27      -  41 43 06.38600(N)    071 22 19.37800(W) AD(       ) 3
 LW2317
 LW2317.Superseded values are not recommended for survey control.
 LW2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2317.See file dsdata.txt to determine how the superseded data were derived.
 LW2317
 LW2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0272521245(NAD 83)
 LW2317
 LW2317  HISTORY     - Date     Condition        Report By
 LW2317  HISTORY     - UNK      MONUMENTED
 LW2317  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2317  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2317
 LW2317                          STATION DESCRIPTION
 LW2317
 LW2317'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2317'THIS TANK IS NO WHERE TO BE SEEN TODAY.  THERE ARE HYDRANTS
 LW2317'ALONG THE STREETS, WHICH PROBABLY EXPLAINS WHY THE TANK IS NO
 LW2317'LONGER IN EXISTENCE.
 LW2317
 LW2317                          STATION RECOVERY (1956)
 LW2317
 LW2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2317'THE STATION IS DESTROYED.  NO EVIDENCE OF THE TANK COULD BE
 LW2317'FOUND.  IT WAS PROBABLY DESTROYED WHEN THE CITY WATER SUPPLY
 LW2317'WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5272 ***********************************************************************
 LW5272  DESIGNATION -  WE 001
 LW5272  PID         -  LW5272
 LW5272  STATE/COUNTY-  RI/WASHINGTON
 LW5272  USGS QUAD   -  WATCH HILL (1984)
 LW5272
 LW5272                         *CURRENT SURVEY CONTROL
 LW5272  ___________________________________________________________________
 LW5272* NAD 83(1996)-  41 21 02.84484(N)    071 45 07.66249(W)     ADJUSTED  
 LW5272* NAVD 88     -        31.421  (meters)     103.09   (feet)  ADJUSTED  
 LW5272  ___________________________________________________________________
 LW5272  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LW5272  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LW5272  DYNAMIC HT  -          31.410 (meters)     103.05  (feet)  COMP
 LW5272  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 LW5272
 LW5272  HORZ ORDER  -  SECOND
 LW5272  VERT ORDER  -  SECOND    CLASS II
 LW5272
 LW5272.The horizontal coordinates were established by classical geodetic methods
 LW5272.and adjusted by the National Geodetic Survey in August 1998..
 LW5272
 LW5272.The orthometric height was determined by differential leveling
 LW5272.and adjusted by the National Geodetic Survey in June 1991..
 LW5272
 LW5272.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5272
 LW5272.The geoid height was determined by GEOID03.
 LW5272
 LW5272.The dynamic height is computed by dividing the NAVD 88
 LW5272.geopotential number by the normal gravity value computed on the
 LW5272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5272.degrees latitude (g = 980.6199 gals.).
 LW5272
 LW5272.The modeled gravity was interpolated from observed gravity values.
 LW5272
 LW5272;                    North         East     Units Scale Factor Converg.
 LW5272;SPC RI       -    29,733.743    78,900.113   MT  0.99999923   -0 09 59.7
 LW5272;SPC RI       -    97,551.46    258,858.12   sFT  0.99999923   -0 09 59.7
 LW5272;SPC CT       -   210,349.928   388,307.177   MT  0.99998821   +0 39 41.9
 LW5272;SPC CT       -   690,123.06  1,273,971.13   sFT  0.99998821   +0 39 41.9
 LW5272;UTM  19      - 4,581,354.023   269,761.872   MT  1.00025243   -1 49 08.5
 LW5272
 LW5272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5272!SPC RI       -   0.99999987  x   0.99999923  =   0.99999910
 LW5272!SPC CT       -   0.99999987  x   0.99998821  =   0.99998808
 LW5272!UTM  19      -   0.99999987  x   1.00025243  =   1.00025230
 LW5272
 LW5272                          SUPERSEDED SURVEY CONTROL
 LW5272
 LW5272  NAD 83(1992)-  41 21 02.84351(N)    071 45 07.66168(W) AD(       ) 2
 LW5272  NAD 83(1986)-  41 21 02.84214(N)    071 45 07.66351(W) AD(       ) 2
 LW5272  NGVD 29 (05/30/90)   31.71   (m)          104.0    (f) LEVELING    3  
 LW5272
 LW5272.Superseded values are not recommended for survey control.
 LW5272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5272.See file dsdata.txt to determine how the superseded data were derived.
 LW5272
 LW5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6976281354(NAD 83)
 LW5272_MARKER: DD = SURVEY DISK
 LW5272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5272_SP_SET: CONCRETE POST
 LW5272_STAMPING: WE 001 1987
 LW5272_MARK LOGO: RIGS  
 LW5272_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5272+STABILITY: SURFACE MOTION
 LW5272
 LW5272  HISTORY     - Date     Condition        Report By
 LW5272  HISTORY     - 1987     MONUMENTED       RIGS
 LW5272  HISTORY     - 1987     GOOD             RIGS
 LW5272  HISTORY     - 19941001 GOOD             USPSQD
 LW5272
 LW5272                          STATION DESCRIPTION
 LW5272
 LW5272'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5272'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 LW5272'SOUTHEAST OF WESTERLY,
 LW5272'5.5 KM (3.4 MI) SOUTH OF BRADFORD, AND
 LW5272'2.4 KM (1.5 MI) NORTHEAST OF WEEKAPAUG.
 LW5272'OWNERSHIP--STATE RIGHT OF WAY.
 LW5272'
 LW5272'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND U S
 LW5272'HIGHWAY 1, WHICH IS ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY, GO
 LW5272'EAST FOR 4.7 KM (2.95 MI) ON U S 1 TO THE STATION ON THE LEFT.
 LW5272'
 LW5272'THE STATION IS A STANDARD RIGS DISK
 LW5272'STAMPED---WE 001 1987---,
 LW5272'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5272'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5272'20.6 METERS (67.5 FT) NORTHWEST FROM THE CENTER OF A PAVED DRIVE
 LW5272'NEAR MAILBOX 640,
 LW5272'17.4 METERS (57.0 FT) NORTHEAST FROM THE CENTERLINE OF THE TWO
 LW5272'TRAVEL LANES OF U S 1 SOUTH,
 LW5272'10.7 METERS (35.0 FT) SOUTH-SOUTHEAST FROM A SQUARE CONCRETE STATE
 LW5272'HIGHWAY BOUND,
 LW5272'0.75 METERS (2.5 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5272'
 LW5272'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5272
 LW5272                          STATION RECOVERY (1987)
 LW5272
 LW5272'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5272'2.4 KM (1.5 MI) NE FROM WEEKAPAUG.
 LW5272'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTHEAST OF WESTERLY,
 LW5272'5.5 KM (3.4 MI) SOUTH OF BRADFORD, AND 2.4 KM (1.5 MI) NORTHEAST OF
 LW5272'WEEKAPAUG.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5272'THE JUNCTION OF STATE HIGHWAY 78 AND U S HIGHWAY 1, WHICH IS ABOUT
 LW5272'2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY, GO EAST FOR 4.7 KM (2.95 MI)
 LW5272'ON U S 1 TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD RIGS
 LW5272'DISK SET IN A ROUND CONCRETE MONUMENT 30 CENTIMETERS IN DIAMETER.
 LW5272'LOCATED 20.6 METERS (67.5 FT) NORTHWEST FROM THE CENTER OF A PAVED
 LW5272'DRIVE NEAR MAILBOX 640, 17.4 METERS (57.0 FT) NORTHEAST FROM THE
 LW5272'CENTERLINE OF THE TWO TRAVEL LANES OF U S 1 SOUTH, 10.7 METERS (35.0
 LW5272'FT) SOUTH-SOUTHEAST FROM A SQUARE CONCRETE HIGHWAY BOUND, 0.75 METERS
 LW5272'(2.5 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5272
 LW5272                          STATION RECOVERY (1994)
 LW5272
 LW5272'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5273 ***********************************************************************
 LW5273  CBN         -  This is a Cooperative Base Network Control Station.
 LW5273  DESIGNATION -  WE 002
 LW5273  PID         -  LW5273
 LW5273  STATE/COUNTY-  RI/WASHINGTON
 LW5273  USGS QUAD   -  WATCH HILL (1984)
 LW5273
 LW5273                         *CURRENT SURVEY CONTROL
 LW5273  ___________________________________________________________________
 LW5273* NAD 83(1996)-  41 21 07.09707(N)    071 45 50.06433(W)     ADJUSTED  
 LW5273* NAVD 88     -        22.173  (meters)      72.75   (feet)  ADJUSTED  
 LW5273  ___________________________________________________________________
 LW5273  X           -   1,500,468.043 (meters)                     COMP
 LW5273  Y           -  -4,554,028.785 (meters)                     COMP
 LW5273  Z           -   4,191,839.551 (meters)                     COMP
 LW5273  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 LW5273  ELLIP HEIGHT-          -8.38  (meters)          (09/18/02) GPS OBS
 LW5273  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW5273  DYNAMIC HT  -          22.166 (meters)      72.72  (feet)  COMP
 LW5273  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 LW5273
 LW5273  HORZ ORDER  -  A
 LW5273  VERT ORDER  -  SECOND    CLASS II
 LW5273  ELLP ORDER  -  FOURTH    CLASS II
 LW5273
 LW5273.The horizontal coordinates were established by GPS observations
 LW5273.and adjusted by the National Geodetic Survey in June 2001..
 LW5273
 LW5273.The orthometric height was determined by differential leveling
 LW5273.and adjusted by the National Geodetic Survey in June 1991..
 LW5273.WARNING-GPS observations at this control monument resulted in a GPS
 LW5273.derived orthometric height which differed from the leveled height by
 LW5273.more than one decimeter (0.1 meter).
 LW5273
 LW5273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5273
 LW5273.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5273
 LW5273.The ellipsoidal height was determined by GPS observations
 LW5273.and is referenced to NAD 83.
 LW5273
 LW5273.The geoid height was determined by GEOID03.
 LW5273
 LW5273.The dynamic height is computed by dividing the NAVD 88
 LW5273.geopotential number by the normal gravity value computed on the
 LW5273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5273.degrees latitude (g = 980.6199 gals.).
 LW5273
 LW5273.The modeled gravity was interpolated from observed gravity values.
 LW5273
 LW5273;                    North         East     Units Scale Factor Converg.
 LW5273;SPC RI       -    29,867.857    77,914.821   MT  0.99999975   -0 10 27.7
 LW5273;SPC RI       -    97,991.46    255,625.54   sFT  0.99999975   -0 10 27.7
 LW5273;SPC CT       -   210,469.784   387,320.061   MT  0.99998814   +0 39 13.8
 LW5273;SPC CT       -   690,516.28  1,270,732.57   sFT  0.99998814   +0 39 13.8
 LW5273;UTM  19      - 4,581,516.536   268,780.606   MT  1.00025800   -1 49 36.7
 LW5273
 LW5273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5273!SPC RI       -   1.00000131  x   0.99999975  =   1.00000106
 LW5273!SPC CT       -   1.00000131  x   0.99998814  =   0.99998945
 LW5273!UTM  19      -   1.00000131  x   1.00025800  =   1.00025931
 LW5273
 LW5273                          SUPERSEDED SURVEY CONTROL
 LW5273
 LW5273  ELLIP H (06/22/01)   -8.04   (m)                       GP(       ) 4 1
 LW5273  NAD 83(1996)-  41 21 07.09654(N)    071 45 50.06206(W) AD(       ) 2
 LW5273  NAD 83(1992)-  41 21 07.09520(N)    071 45 50.06125(W) AD(       ) 2
 LW5273  NAD 83(1986)-  41 21 07.09385(N)    071 45 50.06308(W) AD(       ) 2
 LW5273  NAVD 88 (09/18/02)   22.17   (m)           72.7    (f) LEVELING    3  
 LW5273  NGVD 29 (05/30/90)   22.46   (m)           73.7    (f) LEVELING    3  
 LW5273
 LW5273.Superseded values are not recommended for survey control.
 LW5273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5273.See file dsdata.txt to determine how the superseded data were derived.
 LW5273
 LW5273_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6878181517(NAD 83)
 LW5273_MARKER: DD = SURVEY DISK
 LW5273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5273_SP_SET: CONCRETE POST
 LW5273_STAMPING: WE 002 1987
 LW5273_MARK LOGO: RIGS  
 LW5273_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5273+STABILITY: SURFACE MOTION
 LW5273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5273+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LW5273
 LW5273  HISTORY     - Date     Condition        Report By
 LW5273  HISTORY     - 1987     MONUMENTED       RIGS
 LW5273  HISTORY     - 1987     GOOD             RIGS
 LW5273  HISTORY     - 19941001 GOOD             USPSQD
 LW5273  HISTORY     - 20000831 GOOD             RIDT
 LW5273  HISTORY     - 20010829 GOOD             RIDT
 LW5273  HISTORY     - 20050410 GOOD             CTGS
 LW5273
 LW5273                          STATION DESCRIPTION
 LW5273
 LW5273'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5273'THE STATION IS LOCATED ABOUT 6.3 KM (3.9 MI)
 LW5273'SOUTHEAST OF WESTERLY.
 LW5273'OWNERSHIP--STATE RIGHT OF WAY.
 LW5273'
 LW5273'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND U S
 LW5273'HIGHWAY 1, WHICH IS ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY, GO
 LW5273'EAST FOR 3.8 KM (2.35 MI) ON U S 1 TO THE STATION ON THE LEFT.
 LW5273'
 LW5273'THE STATION IS A STANDARD RIGS DISK
 LW5273'STAMPED---WE 002 1987---,
 LW5273'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5273'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 LW5273'37.8 METERS (124.0 FT) EAST FROM THE CENTERLINE OF WOODYHILL ROAD,
 LW5273'31.0 METERS (101.0 FT) WEST FROM A SQUARE CONCRETE STATE HIGHWAY
 LW5273'BOUND,
 LW5273'12.1 METERS (39.7 FT) NORTH FROM THE CENTERLINE OF TWO TRAVEL LANES
 LW5273'OF U S 1 SOUTH,
 LW5273'0.85 METERS (2.8 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 LW5273'
 LW5273'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5273
 LW5273                          STATION RECOVERY (1987)
 LW5273
 LW5273'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5273'2.4 KM (1.5 MI) NORTH FROM WEEKAPAUG.
 LW5273'THE STATION IS LOCATED ABOUT 6.3 KM (3.9 MI) SOUTHEAST OF WESTERLY.
 LW5273'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5273'JUNCTION OF STATE HIGHWAY 78 AND U S HIGHWAY 1, WHICH IS ABOUT 2.9 KM
 LW5273'(1.8 MI) SOUTHEAST OF WESTERLY, GO EAST FOR 3.8 KM (2.35 MI) ON U S 1
 LW5273'TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD RIGS DISK SET
 LW5273'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW5273'PROJECTING 5 CM ABOVE GROUND.  LOCATED 37.8 METERS (124.0 FT) EAST
 LW5273'FROM THE CENTERLINE OF WOODYHILL ROAD, 31.0 METERS (101.0 FT) WEST
 LW5273'FROM A SQUARE CONCRETE STATE HIGHWAY BOUND, 12.1 METERS (39.7 FT)
 LW5273'NORTH FROM THE CENTERLINE OF TWO TRAVEL LANES OF U S 1 SOUTH, 0.85
 LW5273'METERS (2.8 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 LW5273
 LW5273                          STATION RECOVERY (1994)
 LW5273
 LW5273'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5273'RECOVERED IN GOOD CONDITION.
 LW5273
 LW5273                          STATION RECOVERY (2000)
 LW5273
 LW5273'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW5273'THE STATION IS LOCATED IN WESTERLY, RI ABOUT 3.9 MI (6.3 KM)
 LW5273'SOUTHEAST OF WESTERLY CENTER, 3.4 MI (5.5 KM) SOUTHWEST OF
 LW5273'BRADFORD CENTER AND 1.5 MI (2.4 KM) NORTH OF WEEKAPAUG CENTER ON
 LW5273'STATE RIGHT-OF-WAY.  TO REACH FROM A POINT ABOUT 1.8 MI (2.9 KM)
 LW5273'SOUTHEAST OF WESTERLY CENTER AT THE JUNCTION OF U.S. HIGHWAY 1
 LW5273'AND STATE ROUTE 78, GO EASTERLY ON U.S. HIGHWAY 1 FOR 2.4 MI (3.9 KM)
 LW5273'TO THE STATION ON THE LEFT.  A STANDARD RIGS DISK SET IN THE TOP OF
 LW5273'A 30 CM DIAMETER CONCRETE MONUMENT PROJECTING 2 CM ABOVE
 LW5273'GROUND LEVEL.  IT IS, 37.8 M (124.0 FT) EAST FROM THE CENTERLINE OF
 LW5273'WOODY HILL ROAD, 31.0 M (101.7 FT) WEST FROM A SQUARE CONCRETE
 LW5273'STATE HIGHWAY BOUNDARY AND 12.1 M (39.7 FT) NORTH FROM THE
 LW5273'CENTERLINE OF 2 TRAVEL LANES OF U.S. HIGHWAY 1 SOUTH.  DESCRIBED BY
 LW5273'JOHN F. OLIVER.
 LW5273'
 LW5273
 LW5273                          STATION RECOVERY (2001)
 LW5273
 LW5273'RECOVERY NOTE BY RI DEPT OF TRANSP 2001 (JFO)
 LW5273'RECOVERED AS DESCRIBED.
 LW5273'
 LW5273
 LW5273                          STATION RECOVERY (2005)
 LW5273
 LW5273'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LW5273'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5274 ***********************************************************************
 LW5274  DESIGNATION -  WE 003
 LW5274  PID         -  LW5274
 LW5274  STATE/COUNTY-  RI/WASHINGTON
 LW5274  USGS QUAD   -  WATCH HILL (1984)
 LW5274
 LW5274                         *CURRENT SURVEY CONTROL
 LW5274  ___________________________________________________________________
 LW5274* NAD 83(1996)-  41 21 02.17205(N)    071 46 33.42126(W)     ADJUSTED  
 LW5274* NAVD 88     -        24.292  (meters)      79.70   (feet)  ADJUSTED  
 LW5274  ___________________________________________________________________
 LW5274  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 LW5274  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW5274  DYNAMIC HT  -          24.284 (meters)      79.67  (feet)  COMP
 LW5274  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LW5274
 LW5274  HORZ ORDER  -  SECOND
 LW5274  VERT ORDER  -  SECOND    CLASS II
 LW5274
 LW5274.The horizontal coordinates were established by classical geodetic methods
 LW5274.and adjusted by the National Geodetic Survey in August 1998..
 LW5274
 LW5274.The orthometric height was determined by differential leveling
 LW5274.and adjusted by the National Geodetic Survey in June 1991..
 LW5274
 LW5274.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5274
 LW5274.The geoid height was determined by GEOID03.
 LW5274
 LW5274.The dynamic height is computed by dividing the NAVD 88
 LW5274.geopotential number by the normal gravity value computed on the
 LW5274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5274.degrees latitude (g = 980.6199 gals.).
 LW5274
 LW5274.The modeled gravity was interpolated from observed gravity values.
 LW5274
 LW5274;                    North         East     Units Scale Factor Converg.
 LW5274;SPC RI       -    29,719.057    76,906.462   MT  1.00000031   -0 10 56.3
 LW5274;SPC RI       -    97,503.27    252,317.28   sFT  1.00000031   -0 10 56.3
 LW5274;SPC CT       -   210,306.427   386,313.970   MT  0.99998822   +0 38 45.1
 LW5274;SPC CT       -   689,980.34  1,267,431.75   sFT  0.99998822   +0 38 45.1
 LW5274;UTM  19      - 4,581,396.845   267,768.112   MT  1.00026377   -1 50 05.2
 LW5274
 LW5274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5274!SPC RI       -   1.00000099  x   1.00000031  =   1.00000130
 LW5274!SPC CT       -   1.00000099  x   0.99998822  =   0.99998921
 LW5274!UTM  19      -   1.00000099  x   1.00026377  =   1.00026476
 LW5274
 LW5274                          SUPERSEDED SURVEY CONTROL
 LW5274
 LW5274  NAD 83(1992)-  41 21 02.17071(N)    071 46 33.42045(W) AD(       ) 2
 LW5274  NAD 83(1986)-  41 21 02.16948(N)    071 46 33.42229(W) AD(       ) 2
 LW5274  NGVD 29 (05/30/90)   24.58   (m)           80.6    (f) LEVELING    3  
 LW5274
 LW5274.Superseded values are not recommended for survey control.
 LW5274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5274.See file dsdata.txt to determine how the superseded data were derived.
 LW5274
 LW5274_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6776881397(NAD 83)
 LW5274_MARKER: DD = SURVEY DISK
 LW5274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5274_SP_SET: CONCRETE POST
 LW5274_STAMPING: WE 003 1987
 LW5274_MARK LOGO: RIGS  
 LW5274_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5274+STABILITY: SURFACE MOTION
 LW5274
 LW5274  HISTORY     - Date     Condition        Report By
 LW5274  HISTORY     - 1987     MONUMENTED       RIGS
 LW5274  HISTORY     - 1987     GOOD             RIGS
 LW5274  HISTORY     - 19941001 GOOD             USPSQD
 LW5274
 LW5274                          STATION DESCRIPTION
 LW5274
 LW5274'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5274'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 LW5274'SOUTHWEST OF BRADFORD.
 LW5274'OWNERSHIP--STATE RIGHT OF WAY.
 LW5274'
 LW5274'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND U S
 LW5274'HIGHWAY 1, WHICH IS ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY, GO
 LW5274'EAST FOR 2.7 KM (1.7 MI) TO THE STATION ON THE RIGHT.
 LW5274'
 LW5274'THE STATION IS A STANDARD RIGS DISK
 LW5274'STAMPED---WE 003 1987---,
 LW5274'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5274'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5274'8.4 METERS (27.5 FT) SOUTH FROM THE CENTERLINE OF THE TWO TRAVEL
 LW5274'LANES OF U S 1 NORTHBOUND,
 LW5274'7.4 METERS (24.5 FT) EAST FROM THE CENTER OF A PAVED DRIVE LEADING
 LW5274'TO THE AMBASSADOR MOTEL,
 LW5274'2.8 METERS (9.2 FT) NORTHEAST FROM THE FACE OF A NECO POLE 52 S,
 LW5274'0.6 METERS (2.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 LW5274'
 LW5274'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5274
 LW5274                          STATION RECOVERY (1987)
 LW5274
 LW5274'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5274'5.5 KM (3.4 MI) SE FROM WESTERLY.
 LW5274'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) SOUTHWEST OF BRADFORD.
 LW5274'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5274'JUNCTION OF STATE HIGHWAY 78 AND U S HIGHWAY 1, WHICH IS ABOUT 2.9 KM
 LW5274'(1.8 MI) SOUTHEAST OF WESTERLY, GO EAST FOR 2.7 KM (1.7 MI) TO THE
 LW5274'STATION ON THE RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO
 LW5274'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 LW5274'GROUND.  LOCATED 8.4 METERS (27.5 FT) SOUTH FROM THE CENTERLINE OF
 LW5274'THE TWO TRAVEL LANES OF U S 1 NORTHBOUND, 7.4 METERS (24.5 FT) EAST
 LW5274'FROM THE CENTER OF A PAVED DRIVE LEADING TO THE AMBASSADOR MOTEL, 2.8
 LW5274'METERS (9.2 FT) NORTHEAST FROM THE FACE OF A NECO POLE 52 S, 0.6
 LW5274'METERS (2.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 LW5274
 LW5274                          STATION RECOVERY (1994)
 LW5274
 LW5274'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5275 ***********************************************************************
 LW5275  DESIGNATION -  WE 004
 LW5275  PID         -  LW5275
 LW5275  STATE/COUNTY-  RI/WASHINGTON
 LW5275  USGS QUAD   -  WATCH HILL (1984)
 LW5275
 LW5275                         *CURRENT SURVEY CONTROL
 LW5275  ___________________________________________________________________
 LW5275* NAD 83(1996)-  41 21 02.10266(N)    071 46 52.71959(W)     ADJUSTED  
 LW5275* NAVD 88     -        25.901  (meters)      84.98   (feet)  ADJUSTED  
 LW5275  ___________________________________________________________________
 LW5275  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LW5275  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW5275  DYNAMIC HT  -          25.892 (meters)      84.95  (feet)  COMP
 LW5275  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LW5275
 LW5275  HORZ ORDER  -  SECOND
 LW5275  VERT ORDER  -  SECOND    CLASS II
 LW5275
 LW5275.The horizontal coordinates were established by classical geodetic methods
 LW5275.and adjusted by the National Geodetic Survey in August 1998..
 LW5275
 LW5275.The orthometric height was determined by differential leveling
 LW5275.and adjusted by the National Geodetic Survey in June 1991..
 LW5275
 LW5275.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5275
 LW5275.The geoid height was determined by GEOID03.
 LW5275
 LW5275.The dynamic height is computed by dividing the NAVD 88
 LW5275.geopotential number by the normal gravity value computed on the
 LW5275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5275.degrees latitude (g = 980.6199 gals.).
 LW5275
 LW5275.The modeled gravity was interpolated from observed gravity values.
 LW5275
 LW5275;                    North         East     Units Scale Factor Converg.
 LW5275;SPC RI       -    29,718.357    76,457.837   MT  1.00000057   -0 11 09.1
 LW5275;SPC RI       -    97,500.98    250,845.42   sFT  1.00000057   -0 11 09.1
 LW5275;SPC CT       -   210,299.244   385,865.407   MT  0.99998822   +0 38 32.3
 LW5275;SPC CT       -   689,956.77  1,265,960.09   sFT  0.99998822   +0 38 32.3
 LW5275;UTM  19      - 4,581,409.087   267,319.534   MT  1.00026634   -1 50 18.0
 LW5275
 LW5275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5275!SPC RI       -   1.00000074  x   1.00000057  =   1.00000131
 LW5275!SPC CT       -   1.00000074  x   0.99998822  =   0.99998896
 LW5275!UTM  19      -   1.00000074  x   1.00026634  =   1.00026708
 LW5275
 LW5275                          SUPERSEDED SURVEY CONTROL
 LW5275
 LW5275  NAD 83(1992)-  41 21 02.10132(N)    071 46 52.71878(W) AD(       ) 2
 LW5275  NAD 83(1986)-  41 21 02.10017(N)    071 46 52.72062(W) AD(       ) 2
 LW5275  NGVD 29 (05/30/90)   26.19   (m)           85.9    (f) LEVELING    3  
 LW5275
 LW5275.Superseded values are not recommended for survey control.
 LW5275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5275.See file dsdata.txt to determine how the superseded data were derived.
 LW5275
 LW5275_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6732081409(NAD 83)
 LW5275_MARKER: DD = SURVEY DISK
 LW5275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5275_SP_SET: CONCRETE POST
 LW5275_STAMPING: WE 004 1987
 LW5275_MARK LOGO: RIGS  
 LW5275_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5275+STABILITY: SURFACE MOTION
 LW5275
 LW5275  HISTORY     - Date     Condition        Report By
 LW5275  HISTORY     - 1987     MONUMENTED       RIGS
 LW5275  HISTORY     - 1987     GOOD             RIGS
 LW5275  HISTORY     - 19941001 GOOD             USPSQD
 LW5275
 LW5275                          STATION DESCRIPTION
 LW5275
 LW5275'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5275'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI)
 LW5275'SOUTHWEST OF BRADFORD.
 LW5275'OWNERSHIP--STATE RIGHT OF WAY.
 LW5275'
 LW5275'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND U S
 LW5275'HIGHWAY 1, WHICH IS ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY
 LW5275'CENTER, GO EAST FOR 2.3 KM (1.45 MI) ON U S 1 TO THE STATION ON THE
 LW5275'RIGHT.
 LW5275'
 LW5275'THE STATION IS A STANDARD RIGS DISK
 LW5275'STAMPED---WE 004 1987---,
 LW5275'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5275'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5275'39.8 METERS (130.5 FT) WEST FROM THE CENTERLINE OF FOREST DRIVE,
 LW5275'13.25 METERS (43.5 FT) SOUTH FROM THE CENTERLINE OF THE TWO TRAVEL
 LW5275'LANES OF U S 1 NORTHBOUND,
 LW5275'7.3 METERS (24.0 FT) EAST FROM A UTILITY POLE WITH NO NUMBER,
 LW5275'0.9 METERS (3.0 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 LW5275'
 LW5275'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5275
 LW5275                          STATION RECOVERY (1987)
 LW5275
 LW5275'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5275'5.15 KM (3.2 MI) SE FROM WESTERLY.
 LW5275'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) SOUTHWEST OF BRADFORD.
 LW5275'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5275'JUNCTION OF STATE HIGHWAY 78 AND U S HIGHWAY 1, WHICH IS ABOUT 2.9 KM
 LW5275'(1.8 MI) SOUTHEAST OF WESTERLY CENTER, GO EAST FOR 2.3 KM (1.45 MI)
 LW5275'ON U S 1 TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD RIGS
 LW5275'DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW5275'FLUSH WITH GROUND.  LOCATED 39.8 METERS (130.5 FT) WEST FROM THE
 LW5275'CENTERLINE OF FOREST DRIVE, 13.25 METERS (43.5 FT) SOUTH FROM THE
 LW5275'CENTERLINE OF THE TWO TRAVEL LANES OF U S 1 NORTHBOUND, 7.3 METERS
 LW5275'(24.0 FT) EAST FROM A UTILITY POLE WITH NO NUMBER, 0.9 METERS (3.0
 LW5275'FT) NORTH FROM A FIBERGLASS WITNESS POST.
 LW5275
 LW5275                          STATION RECOVERY (1994)
 LW5275
 LW5275'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5276 ***********************************************************************
 LW5276  DESIGNATION -  WE 005
 LW5276  PID         -  LW5276
 LW5276  STATE/COUNTY-  RI/WASHINGTON
 LW5276  USGS QUAD   -  WATCH HILL (1984)
 LW5276
 LW5276                         *CURRENT SURVEY CONTROL
 LW5276  ___________________________________________________________________
 LW5276* NAD 83(1996)-  41 21 03.08110(N)    071 47 12.90456(W)     ADJUSTED  
 LW5276* NAVD 88     -        17.794  (meters)      58.38   (feet)  ADJUSTED  
 LW5276  ___________________________________________________________________
 LW5276  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 LW5276  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW5276  DYNAMIC HT  -          17.788 (meters)      58.36  (feet)  COMP
 LW5276  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 LW5276
 LW5276  HORZ ORDER  -  SECOND
 LW5276  VERT ORDER  -  SECOND    CLASS II
 LW5276
 LW5276.The horizontal coordinates were established by classical geodetic methods
 LW5276.and adjusted by the National Geodetic Survey in August 1998..
 LW5276
 LW5276.The orthometric height was determined by differential leveling
 LW5276.and adjusted by the National Geodetic Survey in June 1991..
 LW5276
 LW5276.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5276
 LW5276.The geoid height was determined by GEOID03.
 LW5276
 LW5276.The dynamic height is computed by dividing the NAVD 88
 LW5276.geopotential number by the normal gravity value computed on the
 LW5276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5276.degrees latitude (g = 980.6199 gals.).
 LW5276
 LW5276.The modeled gravity was interpolated from observed gravity values.
 LW5276
 LW5276;                    North         East     Units Scale Factor Converg.
 LW5276;SPC RI       -    29,750.079    75,988.707   MT  1.00000084   -0 11 22.4
 LW5276;SPC RI       -    97,605.05    249,306.28   sFT  1.00000084   -0 11 22.4
 LW5276;SPC CT       -   210,324.182   385,395.873   MT  0.99998820   +0 38 18.9
 LW5276;SPC CT       -   690,038.59  1,264,419.63   sFT  0.99998820   +0 38 18.9
 LW5276;UTM  19      - 4,581,454.336   266,851.389   MT  1.00026903   -1 50 31.4
 LW5276
 LW5276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5276!SPC RI       -   1.00000201  x   1.00000084  =   1.00000285
 LW5276!SPC CT       -   1.00000201  x   0.99998820  =   0.99999021
 LW5276!UTM  19      -   1.00000201  x   1.00026903  =   1.00027104
 LW5276
 LW5276                          SUPERSEDED SURVEY CONTROL
 LW5276
 LW5276  NAD 83(1992)-  41 21 03.07975(N)    071 47 12.90374(W) AD(       ) 2
 LW5276  NAD 83(1986)-  41 21 03.07869(N)    071 47 12.90558(W) AD(       ) 2
 LW5276  NGVD 29 (05/30/90)   18.08   (m)           59.3    (f) LEVELING    3  
 LW5276
 LW5276.Superseded values are not recommended for survey control.
 LW5276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5276.See file dsdata.txt to determine how the superseded data were derived.
 LW5276
 LW5276_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6685181454(NAD 83)
 LW5276_MARKER: DD = SURVEY DISK
 LW5276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5276_SP_SET: CONCRETE POST
 LW5276_STAMPING: WE 005 1987
 LW5276_MARK LOGO: RIGS  
 LW5276_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5276+STABILITY: SURFACE MOTION
 LW5276
 LW5276  HISTORY     - Date     Condition        Report By
 LW5276  HISTORY     - 1987     MONUMENTED       RIGS
 LW5276  HISTORY     - 1987     GOOD             RIGS
 LW5276  HISTORY     - 19941001 GOOD             USPSQD
 LW5276
 LW5276                          STATION DESCRIPTION
 LW5276
 LW5276'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5276'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI)
 LW5276'NORTHWEST OF WEEKAPAUG CENTER.
 LW5276'OWNERSHIP--STATE RIGHT OF WAY.
 LW5276'
 LW5276'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND U S
 LW5276'HIGHWAY 1, WHICH IS ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY
 LW5276'CENTER, GO EAST FOR 1.9 KM (1.15 MI) ON U S 1 TO THE STATION ON THE
 LW5276'RIGHT.
 LW5276'
 LW5276'THE STATION IS A STANDARD RIGS DISK
 LW5276'STAMPED---WE 005 1987---,
 LW5276'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5276'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5276'33.1 METERS (108.5 FT) WEST-NORTHWEST FROM THE CENTER OF A DRIVE
 LW5276'LEADING TO THE TRAVEL-TEL MOTEL,
 LW5276'22.25 METERS (73.0 FT) EAST-SOUTHEAST FROM A NECO UTILITY POLE 35 S,
 LW5276'8.38 METERS (27.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 LW5276'TWO TRAVEL LANES OF U S 1 NORTHBOUND.
 LW5276'
 LW5276'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5276
 LW5276                          STATION RECOVERY (1987)
 LW5276
 LW5276'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5276'4.7 KM (2.9 MI) SE FROM WESTERLY.
 LW5276'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) NORTHWEST OF WEEKAPAUG
 LW5276'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5276'THE JUNCTION OF STATE HIGHWAY 78 AND U S HIGHWAY 1, WHICH IS ABOUT
 LW5276'2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY CENTER, GO EAST FOR 1.9 KM
 LW5276'(1.15 MI) ON U S 1 TO THE STATION ON THE RIGHT.  THE STATION IS A
 LW5276'STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW5276'CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 33.1 METERS (108.5 FT)
 LW5276'WEST-NORTHWEST FROM THE CENTER OF A DRIVE LEADING TO THE TRAVEL-TEL
 LW5276'MOTEL, 22.25 METERS (73.0 FT) EAST-SOUTHEAST FROM A NECO UTILITY POLE
 LW5276'35 S, 8.38 METERS (27.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 LW5276'THE TWO TRAVEL LANES OF U S 1 NORTHBOUND.
 LW5276
 LW5276                          STATION RECOVERY (1994)
 LW5276
 LW5276'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5277 ***********************************************************************
 LW5277  DESIGNATION -  WE 006
 LW5277  PID         -  LW5277
 LW5277  STATE/COUNTY-  RI/WASHINGTON
 LW5277  USGS QUAD   -  WATCH HILL (1984)
 LW5277
 LW5277                         *CURRENT SURVEY CONTROL
 LW5277  ___________________________________________________________________
 LW5277* NAD 83(1996)-  41 21 08.60469(N)    071 47 30.25234(W)     ADJUSTED  
 LW5277* NAVD 88     -        17.940  (meters)      58.86   (feet)  ADJUSTED  
 LW5277  ___________________________________________________________________
 LW5277  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 LW5277  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW5277  DYNAMIC HT  -          17.934 (meters)      58.84  (feet)  COMP
 LW5277  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 LW5277
 LW5277  HORZ ORDER  -  SECOND
 LW5277  VERT ORDER  -  SECOND    CLASS II
 LW5277
 LW5277.The horizontal coordinates were established by classical geodetic methods
 LW5277.and adjusted by the National Geodetic Survey in August 1998..
 LW5277
 LW5277.The orthometric height was determined by differential leveling
 LW5277.and adjusted by the National Geodetic Survey in June 1991..
 LW5277
 LW5277.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5277
 LW5277.The geoid height was determined by GEOID03.
 LW5277
 LW5277.The dynamic height is computed by dividing the NAVD 88
 LW5277.geopotential number by the normal gravity value computed on the
 LW5277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5277.degrees latitude (g = 980.6199 gals.).
 LW5277
 LW5277.The modeled gravity was interpolated from observed gravity values.
 LW5277
 LW5277;                    North         East     Units Scale Factor Converg.
 LW5277;SPC RI       -    29,921.828    75,586.006   MT  1.00000108   -0 11 33.9
 LW5277;SPC RI       -    98,168.53    247,985.09   sFT  1.00000108   -0 11 33.9
 LW5277;SPC CT       -   210,490.090   384,990.738   MT  0.99998812   +0 38 07.4
 LW5277;SPC CT       -   690,582.90  1,263,090.45   sFT  0.99998812   +0 38 07.4
 LW5277;UTM  19      - 4,581,637.676   266,453.702   MT  1.00027131   -1 50 43.1
 LW5277
 LW5277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5277!SPC RI       -   1.00000198  x   1.00000108  =   1.00000306
 LW5277!SPC CT       -   1.00000198  x   0.99998812  =   0.99999010
 LW5277!UTM  19      -   1.00000198  x   1.00027131  =   1.00027329
 LW5277
 LW5277                          SUPERSEDED SURVEY CONTROL
 LW5277
 LW5277  NAD 83(1992)-  41 21 08.60335(N)    071 47 30.25152(W) AD(       ) 2
 LW5277  NAD 83(1986)-  41 21 08.60235(N)    071 47 30.25334(W) AD(       ) 2
 LW5277  NGVD 29 (05/30/90)   18.23   (m)           59.8    (f) LEVELING    3  
 LW5277
 LW5277.Superseded values are not recommended for survey control.
 LW5277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5277.See file dsdata.txt to determine how the superseded data were derived.
 LW5277
 LW5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6645481638(NAD 83)
 LW5277_MARKER: DD = SURVEY DISK
 LW5277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5277_SP_SET: CONCRETE POST
 LW5277_STAMPING: WE 006 1987
 LW5277_MARK LOGO: RIGS  
 LW5277_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5277+STABILITY: SURFACE MOTION
 LW5277
 LW5277  HISTORY     - Date     Condition        Report By
 LW5277  HISTORY     - 1987     MONUMENTED       RIGS
 LW5277  HISTORY     - 1987     GOOD             RIGS
 LW5277  HISTORY     - 19941001 GOOD             USPSQD
 LW5277
 LW5277                          STATION DESCRIPTION
 LW5277
 LW5277'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5277'THE STATION IS LOCATED ABOUT 4.35 KM (2.7 MI)
 LW5277'SOUTHEAST OF WESTERLY.
 LW5277'OWNERSHIP--STATE RIGHT OF WAY.
 LW5277'
 LW5277'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND U S
 LW5277'HIGHWAY 1, WHICH IS ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY,
 LW5277'GO EAST FOR 1.4 KM (0.9 MI) ON U S 1 TO THE STATION ON LEFT.
 LW5277'
 LW5277'THE STATION IS A STANDARD RIGS DISK
 LW5277'STAMPED---WE 006 1987---,
 LW5277'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5277'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5277'19.05 METERS (62.5 FT) EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF
 LW5277'A SQUARE IRON CATCH BASIN RIM,
 LW5277'7.45 METERS (24.5 FT) NORTHEAST FROM THE CENTERLINE OF THE TWO
 LW5277'TRAVEL LANES OF U S 1 SOUTHBOUND,
 LW5277'6.4 METERS (21.0 FT) SOUTHEAST FROM THE CENTER OF A PAVED DEAD
 LW5277'END DRIVE,
 LW5277'2.9 METERS (9.5 FT) WEST FROM THE FACE OF A NECO UTILITY POLE 27.
 LW5277'
 LW5277'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5277
 LW5277                          STATION RECOVERY (1987)
 LW5277
 LW5277'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5277'3.4 KM (2.1 MI) NW FROM WEEKAPAUG CENTER.
 LW5277'THE STATION IS LOCATED ABOUT 4.35 KM (2.7 MI) SOUTHEAST OF WESTERLY.
 LW5277'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5277'JUNCTION OF STATE HIGHWAY 78 AND U S HIGHWAY 1, WHICH IS ABOUT 2.9 KM
 LW5277'(1.8 MI) SOUTHEAST OF WESTERLY, GO EAST FOR 1.4 KM (0.9 MI) ON U S 1
 LW5277'TO THE STATION ON LEFT.  THE STATION IS A STANDARD RIGS DISK SET INTO
 LW5277'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 LW5277'GROUND.  LOCATED 19.05 METERS (62.5 FT) EAST-SOUTHEAST FROM THE
 LW5277'NORTHEAST CORNER OF A SQUARE IRON CATCH BASIN RIM, 7.45 METERS (24.5
 LW5277'FT) NORTHEAST FROM THE CENTERLINE OF THE TWO TRAVEL LANES OF U S 1
 LW5277'SOUTHBOUND, 6.4 METERS (21.0 FT) SOUTHEAST FROM THE CENTER OF A PAVED
 LW5277'DEAD END DRIVE, 2.9 METERS (9.5 FT) WEST FROM THE FACE OF A NECO
 LW5277'UTILITY POLE 27.
 LW5277
 LW5277                          STATION RECOVERY (1994)
 LW5277
 LW5277'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5278 ***********************************************************************
 LW5278  DESIGNATION -  WE 007
 LW5278  PID         -  LW5278
 LW5278  STATE/COUNTY-  RI/WASHINGTON
 LW5278  USGS QUAD   -  WATCH HILL (1984)
 LW5278
 LW5278                         *CURRENT SURVEY CONTROL
 LW5278  ___________________________________________________________________
 LW5278* NAD 83(1996)-  41 21 12.04913(N)    071 47 49.95584(W)     ADJUSTED  
 LW5278* NAVD 88     -        22.395  (meters)      73.47   (feet)  ADJUSTED  
 LW5278  ___________________________________________________________________
 LW5278  X           -   1,497,789.270 (meters)                     COMP
 LW5278  Y           -  -4,554,804.407 (meters)                     COMP
 LW5278  Z           -   4,191,954.349 (meters)                     COMP
 LW5278  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 LW5278  ELLIP HEIGHT-          -8.20  (meters)          (06/04/02) GPS OBS
 LW5278  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW5278  DYNAMIC HT  -          22.388 (meters)      73.45  (feet)  COMP
 LW5278  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 LW5278
 LW5278  HORZ ORDER  -  FIRST
 LW5278  VERT ORDER  -  SECOND    CLASS II
 LW5278  ELLP ORDER  -  FOURTH    CLASS I
 LW5278
 LW5278.This mark is at Westerly State Airport (WST)
 LW5278
 LW5278.The horizontal coordinates were established by GPS observations
 LW5278.and adjusted by the National Geodetic Survey in May 2000..
 LW5278
 LW5278.The orthometric height was determined by differential leveling
 LW5278.and adjusted by the National Geodetic Survey in June 1991..
 LW5278
 LW5278.Photographs are available for this station.
 LW5278
 LW5278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5278
 LW5278.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5278
 LW5278.The ellipsoidal height was determined by GPS observations
 LW5278.and is referenced to NAD 83.
 LW5278
 LW5278.The geoid height was determined by GEOID03.
 LW5278
 LW5278.The dynamic height is computed by dividing the NAVD 88
 LW5278.geopotential number by the normal gravity value computed on the
 LW5278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5278.degrees latitude (g = 980.6199 gals.).
 LW5278
 LW5278.The modeled gravity was interpolated from observed gravity values.
 LW5278
 LW5278;                    North         East     Units Scale Factor Converg.
 LW5278;SPC RI       -    30,029.644    75,128.346   MT  1.00000136   -0 11 46.9
 LW5278;SPC RI       -    98,522.26    246,483.58   sFT  1.00000136   -0 11 46.9
 LW5278;SPC CT       -   210,591.279   384,531.573   MT  0.99998807   +0 37 54.3
 LW5278;SPC CT       -   690,914.89  1,261,584.00   sFT  0.99998807   +0 37 54.3
 LW5278;UTM  19      - 4,581,758.679   265,999.217   MT  1.00027393   -1 50 56.2
 LW5278
 LW5278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5278!SPC RI       -   1.00000129  x   1.00000136  =   1.00000265
 LW5278!SPC CT       -   1.00000129  x   0.99998807  =   0.99998936
 LW5278!UTM  19      -   1.00000129  x   1.00027393  =   1.00027522
 LW5278
 LW5278                          SUPERSEDED SURVEY CONTROL
 LW5278
 LW5278  NAD 83(1996)-  41 21 12.05001(N)    071 47 49.95469(W) AD(       ) 2
 LW5278  NAD 83(1992)-  41 21 12.04867(N)    071 47 49.95387(W) AD(       ) 2
 LW5278  NAD 83(1986)-  41 21 12.04773(N)    071 47 49.95569(W) AD(       ) 2
 LW5278  NAVD 88 (05/22/00)   22.40   (m)           73.5    (f) LEVELING    3  
 LW5278  NGVD 29 (05/30/90)   22.68   (m)           74.4    (f) LEVELING    3  
 LW5278
 LW5278.Superseded values are not recommended for survey control.
 LW5278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5278.See file dsdata.txt to determine how the superseded data were derived.
 LW5278
 LW5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6599981759(NAD 83)
 LW5278_MARKER: DD = SURVEY DISK
 LW5278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5278_SP_SET: CONCRETE POST
 LW5278_STAMPING: WE 007 1987
 LW5278_MARK LOGO: RIGS  
 LW5278_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5278+STABILITY: SURFACE MOTION
 LW5278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5278+SATELLITE: SATELLITE OBSERVATIONS - December 19, 1999
 LW5278
 LW5278  HISTORY     - Date     Condition        Report By
 LW5278  HISTORY     - 1987     MONUMENTED       RIGS
 LW5278  HISTORY     - 1987     GOOD             RIGS
 LW5278  HISTORY     - 19941001 GOOD             USPSQD
 LW5278  HISTORY     - 19991219 GOOD             WOOLPT
 LW5278
 LW5278                          STATION DESCRIPTION
 LW5278
 LW5278'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5278'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI)
 LW5278'SOUTHEAST OF WESTERLY.
 LW5278'OWNERSHIP--WESTERLY STATE AIRPORT.
 LW5278'
 LW5278'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND U S
 LW5278'HIGHWAY 1, WHICH IS ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY, GO
 LW5278'EAST FOR 0.95 KM (0.6 MI) ON U S 1 TO THE STATION ON THE RIGHT, SET
 LW5278'AT THE TOP OF AN EMBANKMENT WITHIN THE WESTERLY STATE AIRPORT
 LW5278'PROPERTY AND PERMISSION SHOULD BE OBTAINED FROM THE AIRPORT
 LW5278'ADMINISTRATION BEFORE ENTERING THE AIRPORT PROPERTY.
 LW5278'
 LW5278'THE STATION IS A STANDARD RIGS DISK
 LW5278'STAMPED---WE 007 1987---,
 LW5278'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5278'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5278'65.7 METERS (215.5 FT) EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF
 LW5278'A RED AND WHITE ILS AUXILLIARY SHED,
 LW5278'39.6 METERS (130.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE TWO
 LW5278'TRAVEL LANES OF U S 1 NORTHBOUND,
 LW5278'12.7 METERS (41.7 FT) NORTH FROM THE NORTHWESTERLY MOST LEG OF A
 LW5278'SIXTEEN LEGGED RED ILS STRUCTURE,
 LW5278'2.45 METERS (8.0 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5278'
 LW5278'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5278
 LW5278                          STATION RECOVERY (1987)
 LW5278
 LW5278'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5278'3.8 KM (2.3 MI) NW FROM WEEKAPAUG CENTER.
 LW5278'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) SOUTHEAST OF WESTERLY.
 LW5278'OWNERSHIP--WESTERLY STATE AIRPORT.  TO REACH THE STATION FROM THE
 LW5278'JUNCTION OF STATE HIGHWAY 78 AND U S HIGHWAY 1, WHICH IS ABOUT 2.9 KM
 LW5278'(1.8 MI) SOUTHEAST OF WESTERLY, GO EAST FOR 0.95 KM (0.6 MI) ON U S 1
 LW5278'TO THE STATION ON THE RIGHT, SET AT THE TOP OF AN EMBANKMENT WITHIN
 LW5278'THE WESTERLY STATE AIRPORT PROPERTY AND PERMISSION SHOULD BE OBTAINED
 LW5278'FROM THE AIRPORT ADMINISTRATION BEFORE ENTERING THE AIRPORT PROPERTY.
 LW5278'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5278'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 65.7
 LW5278'METERS (215.5 FT) EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF A RED
 LW5278'AND WHITE ILS AUXILLIARY SHED, 39.6 METERS (130.0 FT) SOUTHWEST FROM
 LW5278'THE CENTERLINE OF THE TWO TRAVEL LANES OF U S 1 NORTHBOUND, 12.7
 LW5278'METERS (41.7 FT) NORTH FROM THE NORTHWESTERLY MOST LEG OF A SIXTEEN
 LW5278'LEGGED RED ILS STRUCTURE, 2.45 METERS (8.0 FT) SOUTHWEST FROM A
 LW5278'FIBERGLASS WITNESS POST.
 LW5278
 LW5278                          STATION RECOVERY (1994)
 LW5278
 LW5278'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5278'RECOVERED IN GOOD CONDITION.
 LW5278
 LW5278                          STATION RECOVERY (1999)
 LW5278
 LW5278'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LW5278'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5279 ***********************************************************************
 LW5279  DESIGNATION -  WE 008
 LW5279  PID         -  LW5279
 LW5279  STATE/COUNTY-  RI/WASHINGTON
 LW5279  USGS QUAD   -  WATCH HILL (1984)
 LW5279
 LW5279                         *CURRENT SURVEY CONTROL
 LW5279  ___________________________________________________________________
 LW5279* NAD 83(1996)-  41 21 29.46839(N)    071 48 34.04731(W)     ADJUSTED  
 LW5279* NAVD 88     -        20.198  (meters)      66.27   (feet)  ADJUSTED  
 LW5279  ___________________________________________________________________
 LW5279  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 LW5279  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW5279  DYNAMIC HT  -          20.191 (meters)      66.24  (feet)  COMP
 LW5279  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 LW5279
 LW5279  HORZ ORDER  -  SECOND
 LW5279  VERT ORDER  -  SECOND    CLASS II
 LW5279
 LW5279.The horizontal coordinates were established by classical geodetic methods
 LW5279.and adjusted by the National Geodetic Survey in August 1998..
 LW5279
 LW5279.The orthometric height was determined by differential leveling
 LW5279.and adjusted by the National Geodetic Survey in June 1991..
 LW5279
 LW5279.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5279
 LW5279.The geoid height was determined by GEOID03.
 LW5279
 LW5279.The dynamic height is computed by dividing the NAVD 88
 LW5279.geopotential number by the normal gravity value computed on the
 LW5279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5279.degrees latitude (g = 980.6199 gals.).
 LW5279
 LW5279.The modeled gravity was interpolated from observed gravity values.
 LW5279
 LW5279;                    North         East     Units Scale Factor Converg.
 LW5279;SPC RI       -    30,570.615    74,105.334   MT  1.00000200   -0 12 16.1
 LW5279;SPC RI       -   100,297.09    243,127.25   sFT  1.00000200   -0 12 16.1
 LW5279;SPC CT       -   211,117.401   383,500.864   MT  0.99998781   +0 37 25.1
 LW5279;SPC CT       -   692,641.01  1,258,202.42   sFT  0.99998781   +0 37 25.1
 LW5279;UTM  19      - 4,582,329.086   264,991.956   MT  1.00027974   -1 51 26.1
 LW5279
 LW5279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5279!SPC RI       -   1.00000163  x   1.00000200  =   1.00000363
 LW5279!SPC CT       -   1.00000163  x   0.99998781  =   0.99998944
 LW5279!UTM  19      -   1.00000163  x   1.00027974  =   1.00028137
 LW5279
 LW5279                          SUPERSEDED SURVEY CONTROL
 LW5279
 LW5279  NAD 83(1992)-  41 21 29.46705(N)    071 48 34.04650(W) AD(       ) 2
 LW5279  NAD 83(1986)-  41 21 29.46617(N)    071 48 34.04831(W) AD(       ) 2
 LW5279  NGVD 29 (05/30/90)   20.48   (m)           67.2    (f) LEVELING    3  
 LW5279
 LW5279.Superseded values are not recommended for survey control.
 LW5279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5279.See file dsdata.txt to determine how the superseded data were derived.
 LW5279
 LW5279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6499282329(NAD 83)
 LW5279_MARKER: DD = SURVEY DISK
 LW5279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5279_SP_SET: CONCRETE POST
 LW5279_STAMPING: WE 008 1987
 LW5279_MARK LOGO: RIGS  
 LW5279_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5279+STABILITY: SURFACE MOTION
 LW5279
 LW5279  HISTORY     - Date     Condition        Report By
 LW5279  HISTORY     - 1987     MONUMENTED       RIGS
 LW5279  HISTORY     - 1987     GOOD             RIGS
 LW5279  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW5279
 LW5279                          STATION DESCRIPTION
 LW5279
 LW5279'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5279'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 LW5279'SOUTHEAST OF WESTERLY.
 LW5279'OWNERSHIP--STATE RIGHT OF WAY.
 LW5279'
 LW5279'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND U S
 LW5279'HIGHWAY 1, WHICH IS ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY, GO
 LW5279'WEST FOR 0.15 KM (0.1 MI) ON U S 1 TO THE STATION ON THE LEFT.
 LW5279'
 LW5279'THE STATION IS A STANDARD RIGS DISK
 LW5279'STAMPED---WE 008 1987---,
 LW5279'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5279'30 CM IN DIAMETER RECESSED 2.8 CM BELOW GROUND.  LOCATED
 LW5279'16.65 METERS (54.7 FT) SOUTH-SOUTHEAST FROM THE FACE OF A DOUBLE
 LW5279'NECO UTILITY POLE 1395,
 LW5279'13.8 METERS (45.3 FT) NORTHWEST FROM THE FACE OF A NECO POLE 1394,
 LW5279'13.5 METERS (44.3 FT) EAST FROM THE FACE OF A TEN INCH DIAMETER
 LW5279'BLUE SPRUCE,
 LW5279'6.1 METERS (20.0 FT) SOUTHWEST FROM THE CENTERLINE OF TWO TRAVEL
 LW5279'LANES OF U S 1 NORTHBOUND.
 LW5279'
 LW5279'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5279
 LW5279                          STATION RECOVERY (1987)
 LW5279
 LW5279'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5279'2.7 KM (1.7 MI) SE FROM WESTERLY.
 LW5279'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) SOUTHEAST OF WESTERLY.
 LW5279'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5279'JUNCTION OF STATE HIGHWAY 78 AND U S HIGHWAY 1, WHICH IS ABOUT 2.9 KM
 LW5279'(1.8 MI) SOUTHEAST OF WESTERLY, GO WEST FOR 0.15 KM (0.1 MI) ON U S 1
 LW5279'TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD RIGS DISK SET
 LW5279'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED
 LW5279'2.8 CM BELOW GROUND.  LOCATED 16.65 METERS (54.7 FT) SOUTH-SOUTHEAST
 LW5279'FROM THE FACE OF A DOUBLE NECO UTILITY POLE 1395, 13.8 METERS (45.3
 LW5279'FT) NORTHWEST FROM THE FACE OF A NECO POLE 1394, 13.5 METERS (44.3
 LW5279'FT) EAST FROM THE FACE OF A TEN INCH DIAMETER BLUE SPRUCE, 6.1 METERS
 LW5279'(20.0 FT) SOUTHWEST FROM THE CENTERLINE OF TWO TRAVEL LANES OF U S 1
 LW5279'NORTHBOUND.
 LW5279
 LW5279                          STATION RECOVERY (1994)
 LW5279
 LW5279'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5280 ***********************************************************************
 LW5280  DESIGNATION -  WE 009
 LW5280  PID         -  LW5280
 LW5280  STATE/COUNTY-  RI/WASHINGTON
 LW5280  USGS QUAD   -  WATCH HILL (1984)
 LW5280
 LW5280                         *CURRENT SURVEY CONTROL
 LW5280  ___________________________________________________________________
 LW5280* NAD 83(1996)-  41 21 39.54572(N)    071 48 19.75072(W)     ADJUSTED  
 LW5280* NAVD 88     -        17.864  (meters)      58.61   (feet)  ADJUSTED  
 LW5280  ___________________________________________________________________
 LW5280  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 LW5280  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW5280  DYNAMIC HT  -          17.858 (meters)      58.59  (feet)  COMP
 LW5280  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 LW5280
 LW5280  HORZ ORDER  -  SECOND
 LW5280  VERT ORDER  -  SECOND    CLASS II
 LW5280
 LW5280.The horizontal coordinates were established by classical geodetic methods
 LW5280.and adjusted by the National Geodetic Survey in August 1998..
 LW5280
 LW5280.The orthometric height was determined by differential leveling
 LW5280.and adjusted by the National Geodetic Survey in June 1991..
 LW5280
 LW5280.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5280
 LW5280.The geoid height was determined by GEOID03.
 LW5280
 LW5280.The dynamic height is computed by dividing the NAVD 88
 LW5280.geopotential number by the normal gravity value computed on the
 LW5280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5280.degrees latitude (g = 980.6199 gals.).
 LW5280
 LW5280.The modeled gravity was interpolated from observed gravity values.
 LW5280
 LW5280;                    North         East     Units Scale Factor Converg.
 LW5280;SPC RI       -    30,880.324    74,438.737   MT  1.00000179   -0 12 06.7
 LW5280;SPC RI       -   101,313.20    244,221.09   sFT  1.00000179   -0 12 06.7
 LW5280;SPC CT       -   211,431.891   383,829.750   MT  0.99998766   +0 37 34.6
 LW5280;SPC CT       -   693,672.80  1,259,281.44   sFT  0.99998766   +0 37 34.6
 LW5280;UTM  19      - 4,582,629.132   265,334.248   MT  1.00027776   -1 51 17.0
 LW5280
 LW5280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5280!SPC RI       -   1.00000199  x   1.00000179  =   1.00000378
 LW5280!SPC CT       -   1.00000199  x   0.99998766  =   0.99998965
 LW5280!UTM  19      -   1.00000199  x   1.00027776  =   1.00027976
 LW5280
 LW5280                          SUPERSEDED SURVEY CONTROL
 LW5280
 LW5280  NAD 83(1992)-  41 21 39.54438(N)    071 48 19.74991(W) AD(       ) 2
 LW5280  NAD 83(1986)-  41 21 39.54349(N)    071 48 19.75174(W) AD(       ) 2
 LW5280  NGVD 29 (05/30/90)   18.15   (m)           59.5    (f) LEVELING    3  
 LW5280
 LW5280.Superseded values are not recommended for survey control.
 LW5280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5280.See file dsdata.txt to determine how the superseded data were derived.
 LW5280
 LW5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6533482629(NAD 83)
 LW5280_MARKER: DD = SURVEY DISK
 LW5280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5280_SP_SET: CONCRETE POST
 LW5280_STAMPING: WE 009 1987
 LW5280_MARK LOGO: RIGS  
 LW5280_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5280+STABILITY: SURFACE MOTION
 LW5280
 LW5280  HISTORY     - Date     Condition        Report By
 LW5280  HISTORY     - 1987     MONUMENTED       RIGS
 LW5280  HISTORY     - 1987     GOOD             RIGS
 LW5280  HISTORY     - 19941001 GOOD             USPSQD
 LW5280
 LW5280                          STATION DESCRIPTION
 LW5280
 LW5280'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5280'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 LW5280'SOUTHEAST OF WESTERLY,
 LW5280'OWNERSHIP--STATE RIGHT OF WAY.
 LW5280'
 LW5280'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND U S
 LW5280'HIGHWAY 1, WHICH IS ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY, GO
 LW5280'NORTH FOR 0.48 KM (0.3 MI) ON HIGHWAY 78 TO THE STATION ON THE RIGHT.
 LW5280'
 LW5280'THE STATION IS A STANDARD RIGS DISK
 LW5280'STAMPED---WE 009 1987---,
 LW5280'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5280'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5280'57.0 METERS (187.0 FT) NORTHEAST FROM AN ALUMINUM LIGHT POLE,
 LW5280'26.9 METERS (88.5 FT) NORTHWEST FROM A FOUR FOOT STATE HIGHWAY
 LW5280'RIGHT OF WAY FENCE,
 LW5280'8.5 METERS (28.0 FT) SOUTHEAST FROM THE CENTERLINE OF THE WESTBOUND
 LW5280'LANE OF HIGHWAY 78,
 LW5280'1.5 METERS (5.0 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5280'
 LW5280'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5280
 LW5280                          STATION RECOVERY (1987)
 LW5280
 LW5280'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5280'2.7 KM (1.7 MI) SE FROM WESTERLY.
 LW5280'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) SOUTHEAST OF WESTERLY,
 LW5280'OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE
 LW5280'JUNCTION OF STATE HIGHWAY 78 AND U S HIGHWAY 1, WHICH IS ABOUT 2.9 KM
 LW5280'(1.8 MI) SOUTHEAST OF WESTERLY, GO NORTH FOR 0.48 KM (0.3 MI) ON
 LW5280'HIGHWAY 78 TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD
 LW5280'RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LW5280'DIAMETER FLUSH WITH GROUND.  LOCATED 57.0 METERS (187.0 FT) NORTHEAST
 LW5280'FROM AN ALUMINUM LIGHT POLE, 26.9 METERS (88.5 FT) NORTHWEST FROM A
 LW5280'FOUR FOOT STATE HIGHWAY RIGHT OF WAY FENCE, 8.5 METERS (28.0 FT)
 LW5280'SOUTHEAST FROM THE CENTERLINE OF THE WESTBOUND LANE OF HIGHWAY 78,
 LW5280'1.5 METERS (5.0 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5280
 LW5280                          STATION RECOVERY (1994)
 LW5280
 LW5280'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5281 ***********************************************************************
 LW5281  DESIGNATION -  WE 010
 LW5281  PID         -  LW5281
 LW5281  STATE/COUNTY-  RI/WASHINGTON
 LW5281  USGS QUAD   -  WATCH HILL (1984)
 LW5281
 LW5281                         *CURRENT SURVEY CONTROL
 LW5281  ___________________________________________________________________
 LW5281* NAD 83(1996)-  41 22 25.11556(N)    071 48 16.14643(W)     ADJUSTED  
 LW5281* NAVD 88     -        14.264  (meters)      46.80   (feet)  ADJUSTED  
 LW5281  ___________________________________________________________________
 LW5281  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 LW5281  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW5281  DYNAMIC HT  -          14.259 (meters)      46.78  (feet)  COMP
 LW5281  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 LW5281
 LW5281  HORZ ORDER  -  SECOND
 LW5281  VERT ORDER  -  SECOND    CLASS II
 LW5281
 LW5281.The horizontal coordinates were established by classical geodetic methods
 LW5281.and adjusted by the National Geodetic Survey in August 1998..
 LW5281
 LW5281.The orthometric height was determined by differential leveling
 LW5281.and adjusted by the National Geodetic Survey in June 1991..
 LW5281
 LW5281.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5281
 LW5281.The geoid height was determined by GEOID03.
 LW5281
 LW5281.The dynamic height is computed by dividing the NAVD 88
 LW5281.geopotential number by the normal gravity value computed on the
 LW5281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5281.degrees latitude (g = 980.6199 gals.).
 LW5281
 LW5281.The modeled gravity was interpolated from observed gravity values.
 LW5281
 LW5281;                    North         East     Units Scale Factor Converg.
 LW5281;SPC RI       -    32,285.865    74,527.448   MT  1.00000173   -0 12 04.5
 LW5281;SPC RI       -   105,924.54    244,512.14   sFT  1.00000173   -0 12 04.5
 LW5281;SPC CT       -   212,838.547   383,898.136   MT  0.99998702   +0 37 37.0
 LW5281;SPC CT       -   698,287.80  1,259,505.80   sFT  0.99998702   +0 37 37.0
 LW5281;UTM  19      - 4,584,031.916   265,463.504   MT  1.00027701   -1 51 16.3
 LW5281
 LW5281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5281!SPC RI       -   1.00000256  x   1.00000173  =   1.00000429
 LW5281!SPC CT       -   1.00000256  x   0.99998702  =   0.99998958
 LW5281!UTM  19      -   1.00000256  x   1.00027701  =   1.00027957
 LW5281
 LW5281                          SUPERSEDED SURVEY CONTROL
 LW5281
 LW5281  NAD 83(1992)-  41 22 25.11422(N)    071 48 16.14564(W) AD(       ) 2
 LW5281  NAD 83(1986)-  41 22 25.11333(N)    071 48 16.14757(W) AD(       ) 2
 LW5281  NGVD 29 (05/30/90)   14.55   (m)           47.7    (f) LEVELING    3  
 LW5281
 LW5281.Superseded values are not recommended for survey control.
 LW5281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5281.See file dsdata.txt to determine how the superseded data were derived.
 LW5281
 LW5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6546484032(NAD 83)
 LW5281_MARKER: DD = SURVEY DISK
 LW5281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5281_SP_SET: CONCRETE POST
 LW5281_STAMPING: WE 010 1987
 LW5281_MARK LOGO: RIGS  
 LW5281_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5281+STABILITY: SURFACE MOTION
 LW5281
 LW5281  HISTORY     - Date     Condition        Report By
 LW5281  HISTORY     - 1987     MONUMENTED       RIGS
 LW5281  HISTORY     - 1987     GOOD             RIGS
 LW5281  HISTORY     - 19941001 GOOD             USPSQD
 LW5281
 LW5281                          STATION DESCRIPTION
 LW5281
 LW5281'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5281'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI)
 LW5281'EAST-SOUTHEAST OF WESTERLY,
 LW5281'OWNERSHIP--STATE RIGHT OF WAY.
 LW5281'
 LW5281'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND U S
 LW5281'HIGHWAY 1, WHICH IS ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY, GO
 LW5281'WEST FOR 1.8 KM (1.15 MI) ON HIGHWAY 78 TO THE STATION ON THE RIGHT.
 LW5281'
 LW5281'THE STATION IS A STANDARD RIGS DISK
 LW5281'STAMPED---WE 010 1987---,
 LW5281'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5281'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5281'12.7 METERS (41.0 FT) WEST-NORTHWEST FROM THE EDGE OF THE SHRUB
 LW5281'LINE,
 LW5281'9.6 METERS (31.5 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 LW5281'WESTBOUND TRAVEL LANE OF HIGHWAY 78,
 LW5281'8.2 METERS (27.0 FT) SOUTHWEST FROM THE EASTERLY STEEL SUPPORT FOR
 LW5281'THE CAROLINA-BRADFORD EXIT 5 ROAD SIGN,
 LW5281'1.2 METERS (4.0 FT) WEST-NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5281'
 LW5281'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5281
 LW5281                          STATION RECOVERY (1987)
 LW5281
 LW5281'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5281'2.3 KM (1.4 MI) ESE FROM WESTERLY.
 LW5281'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI) EAST-SOUTHEAST OF
 LW5281'WESTERLY, OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5281'THE JUNCTION OF STATE HIGHWAY 78 AND U S HIGHWAY 1, WHICH IS ABOUT
 LW5281'2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY, GO WEST FOR 1.8 KM (1.15 MI)
 LW5281'ON HIGHWAY 78 TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD
 LW5281'RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LW5281'DIAMETER FLUSH WITH GROUND.  LOCATED 12.7 METERS (41.0 FT)
 LW5281'WEST-NORTHWEST FROM THE EDGE OF THE SHRUB LINE, 9.6 METERS (31.5 FT)
 LW5281'EAST-SOUTHEAST FROM THE CENTERLINE OF THE WESTBOUND TRAVEL LANE OF
 LW5281'HIGHWAY 78, 8.2 METERS (27.0 FT) SOUTHWEST FROM THE EASTERLY STEEL
 LW5281'SUPPORT FOR THE CAROLINA-BRADFORD EXIT 5 ROAD SIGN, 1.2 METERS (4.0
 LW5281'FT) WEST-NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5281
 LW5281                          STATION RECOVERY (1994)
 LW5281
 LW5281'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5379 ***********************************************************************
 LW5379  DESIGNATION -  WE 011
 LW5379  PID         -  LW5379
 LW5379  STATE/COUNTY-  RI/WASHINGTON
 LW5379  USGS QUAD   -  ASHAWAY (1984)
 LW5379
 LW5379                         *CURRENT SURVEY CONTROL
 LW5379  ___________________________________________________________________
 LW5379* NAD 83(1996)-  41 23 25.37254(N)    071 48 20.59131(W)     ADJUSTED  
 LW5379* NAVD 88     -        47.38   (+/-2cm)     155.4    (feet)  VERTCON   
 LW5379  ___________________________________________________________________
 LW5379  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 LW5379  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LW5379
 LW5379  HORZ ORDER  -  SECOND
 LW5379  VERT ORDER  -  THIRD ? (See Below)
 LW5379
 LW5379.The horizontal coordinates were established by classical geodetic methods
 LW5379.and adjusted by the National Geodetic Survey in August 1998..
 LW5379
 LW5379.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5379.The vertical order pertains to the NGVD 29 superseded value.
 LW5379
 LW5379.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5379
 LW5379.The geoid height was determined by GEOID03.
 LW5379
 LW5379;                    North         East     Units Scale Factor Converg.
 LW5379;SPC RI       -    34,145.170    74,430.714   MT  1.00000179   -0 12 07.7
 LW5379;SPC RI       -   112,024.61    244,194.77   sFT  1.00000179   -0 12 07.7
 LW5379;SPC CT       -   214,696.232   383,774.538   MT  0.99998625   +0 37 34.0
 LW5379;SPC CT       -   704,382.55  1,259,100.30   sFT  0.99998625   +0 37 34.0
 LW5379;UTM  19      - 4,585,893.750   265,420.449   MT  1.00027726   -1 51 21.4
 LW5379
 LW5379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5379!SPC RI       -   0.99999736  x   1.00000179  =   0.99999915
 LW5379!SPC CT       -   0.99999736  x   0.99998625  =   0.99998361
 LW5379!UTM  19      -   0.99999736  x   1.00027726  =   1.00027462
 LW5379
 LW5379                          SUPERSEDED SURVEY CONTROL
 LW5379
 LW5379  NAD 83(1992)-  41 23 25.37122(N)    071 48 20.59053(W) AD(       ) 2
 LW5379  NAD 83(1986)-  41 23 25.37034(N)    071 48 20.59263(W) AD(       ) 2
 LW5379  NGVD 29 (05/30/90)   47.66   (m)          156.4    (f) LEVELING    3  
 LW5379
 LW5379.Superseded values are not recommended for survey control.
 LW5379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5379.See file dsdata.txt to determine how the superseded data were derived.
 LW5379
 LW5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6542085894(NAD 83)
 LW5379_MARKER: DD = SURVEY DISK
 LW5379_SETTING: 80 = SET IN A BOULDER
 LW5379_SP_SET: PARTIALLY EXPOSED BOULDER
 LW5379_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5379+STABILITY: SURFACE MOTION
 LW5379
 LW5379  HISTORY     - Date     Condition        Report By
 LW5379  HISTORY     - 1987     MONUMENTED       RIGS
 LW5379  HISTORY     - 19941001 GOOD             USPSQD
 LW5379
 LW5379                          STATION DESCRIPTION
 LW5379
 LW5379'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5379'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI)
 LW5379'NORTHEAST OF WESTERLY.
 LW5379'OWNERSHIP--STATE RIGHT OF WAY.
 LW5379'
 LW5379'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND U S
 LW5379'HIGHWAY 1, WHICH IS ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY, GO
 LW5379'NORTH FOR 3.7 KM (2.3 MI) ON HIGHWAY 78 TO THE STATION ON THE
 LW5379'RIGHT, SET AT THE TOP OF A 25 FEET HIGH LEDGE CUT.
 LW5379'
 LW5379'THE STATION IS A STANDARD RIGS DISK
 LW5379'STAMPED---WE 011 1987---,
 LW5379'SET INTO A PARTIALLY EXPOSED BOULDER OF 0.6 METERS (2.0 FT)
 LW5379'LARGEST DIMENSION.
 LW5379'27 METERS (85 FT) NORTHEAST FROM THE CENTERLINE OF THE ONE TRAVEL
 LW5379'LANE OF HIGHWAY 78 WESTBOUND (PLUS OR MINUS),
 LW5379'7.1 METERS (23.3 FT) NORTH FROM A SIX FEET TALL CEDAR SAPLING,
 LW5379'6.3 METERS (20.7 FT) NORTHEAST FROM THE TOP EDGE OF A 25 FEET HIGH
 LW5379'LEDGE CUT,
 LW5379'3.6 METERS (11.8 FT) WEST-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5379'
 LW5379'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5379
 LW5379                          STATION RECOVERY (1994)
 LW5379
 LW5379'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5282 ***********************************************************************
 LW5282  DESIGNATION -  WE 011 V
 LW5282  PID         -  LW5282
 LW5282  STATE/COUNTY-  RI/WASHINGTON
 LW5282  USGS QUAD   -  ASHAWAY (1984)
 LW5282
 LW5282                         *CURRENT SURVEY CONTROL
 LW5282  ___________________________________________________________________
 LW5282* NAD 83(1986)-  41 23 25.     (N)    071 48 19.     (W)     SCALED    
 LW5282* NAVD 88     -        39.135  (meters)     128.40   (feet)  ADJUSTED  
 LW5282  ___________________________________________________________________
 LW5282  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LW5282  DYNAMIC HT  -          39.121 (meters)     128.35  (feet)  COMP
 LW5282  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 LW5282
 LW5282  VERT ORDER  -  SECOND    CLASS II
 LW5282
 LW5282.The horizontal coordinates were scaled from a topographic map and have
 LW5282.an estimated accuracy of +/- 6 seconds.
 LW5282
 LW5282.The orthometric height was determined by differential leveling
 LW5282.and adjusted by the National Geodetic Survey in June 1991..
 LW5282
 LW5282.The geoid height was determined by GEOID03.
 LW5282
 LW5282.The dynamic height is computed by dividing the NAVD 88
 LW5282.geopotential number by the normal gravity value computed on the
 LW5282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5282.degrees latitude (g = 980.6199 gals.).
 LW5282
 LW5282.The modeled gravity was interpolated from observed gravity values.
 LW5282
 LW5282;                    North         East    Units  Estimated Accuracy
 LW5282;SPC RI       -    34,130.       74,470.      MT  (+/- 180 meters Scaled)
 LW5282
 LW5282                          SUPERSEDED SURVEY CONTROL
 LW5282
 LW5282.No superseded survey control is available for this station.
 LW5282
 LW5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF654858(NAD 83)
 LW5282_MARKER: DD = SURVEY DISK
 LW5282_SETTING: 66 = SET IN ROCK OUTCROP
 LW5282_SP_SET: ROCK LEDGE
 LW5282_STAMPING: WE 011 V 1987
 LW5282_MARK LOGO: RIGS  
 LW5282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5282+STABILITY: POSITION/ELEVATION WELL
 LW5282
 LW5282  HISTORY     - Date     Condition        Report By
 LW5282  HISTORY     - 1987     MONUMENTED       RIGS
 LW5282  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW5282
 LW5282                          STATION DESCRIPTION
 LW5282
 LW5282'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5282'2.6 KM (1.6 MI) NE FROM WESTERLY.
 LW5282'THE STATION IS LOCATED 2.6 KM (1.6 M) NORTHEAST OF WESTERLY ON THE
 LW5282'NORTH SIDE OF STATE HIGHWAY 78.  TO REACH THE STATION FROM THE
 LW5282'JUNCTION OF US HIGHWAY 1 AND STATE HIGHWAY 78, GO NORTH FOR 3.7 KM
 LW5282'(2.3 MI) ON HIGHWAY 78 TO THE MARK ON THE RIGHT.  THE STATION IS A
 LW5282'STANDARD RIGS DISK SET INTO A DRILL HOLE IN A ROCK LEDGE, WHICH IS
 LW5282'ABOUT 20 FEET HIGH AND 150 FEET LONG, 29.5 METERS (96.9 FT) SOUTHEAST
 LW5282'FROM AN ALUMINUM LIGHT POLE 3, 15.1 METERS (49.7 FT) EAST-NORTHEAST
 LW5282'FROM THE CENTERLINE OF THE WESTBOUND TRAVEL LANE OF HIGHWAY 78, 2.0
 LW5282'METERS (6.2 FT) SOUTH FROM A FIBERGLASS WITNESS POST.  MARK IS 0.5
 LW5282'METERS ABOVE GROUND LEVEL, AND LEVEL WITH THE HIGHWAY.
 LW5282
 LW5282                          STATION RECOVERY (1994)
 LW5282
 LW5282'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5380 ***********************************************************************
 LW5380  DESIGNATION -  WE 012
 LW5380  PID         -  LW5380
 LW5380  STATE/COUNTY-  RI/WASHINGTON
 LW5380  USGS QUAD   -  ASHAWAY (1984)
 LW5380
 LW5380                         *CURRENT SURVEY CONTROL
 LW5380  ___________________________________________________________________
 LW5380* NAD 83(1996)-  41 23 36.37277(N)    071 49 02.83125(W)     ADJUSTED  
 LW5380* NAVD 88     -        63.17   (+/-2cm)     207.3    (feet)  VERTCON   
 LW5380  ___________________________________________________________________
 LW5380  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 LW5380  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LW5380
 LW5380  HORZ ORDER  -  SECOND
 LW5380  VERT ORDER  -  THIRD ? (See Below)
 LW5380
 LW5380.The horizontal coordinates were established by classical geodetic methods
 LW5380.and adjusted by the National Geodetic Survey in August 1998..
 LW5380
 LW5380.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5380.The vertical order pertains to the NGVD 29 superseded value.
 LW5380
 LW5380.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5380
 LW5380.The geoid height was determined by GEOID03.
 LW5380
 LW5380;                    North         East     Units Scale Factor Converg.
 LW5380;SPC RI       -    34,488.059    73,450.624   MT  1.00000242   -0 12 35.7
 LW5380;SPC RI       -   113,149.57    240,979.26   sFT  1.00000242   -0 12 35.7
 LW5380;SPC CT       -   215,024.912   382,789.610   MT  0.99998612   +0 37 06.0
 LW5380;SPC CT       -   705,460.90  1,255,868.91   sFT  0.99998612   +0 37 06.0
 LW5380;UTM  19      - 4,586,264.886   264,450.394   MT  1.00028287   -1 51 49.8
 LW5380
 LW5380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5380!SPC RI       -   0.99999488  x   1.00000242  =   0.99999730
 LW5380!SPC CT       -   0.99999488  x   0.99998612  =   0.99998100
 LW5380!UTM  19      -   0.99999488  x   1.00028287  =   1.00027775
 LW5380
 LW5380                          SUPERSEDED SURVEY CONTROL
 LW5380
 LW5380  NAD 83(1992)-  41 23 36.37144(N)    071 49 02.83047(W) AD(       ) 2
 LW5380  NAD 83(1986)-  41 23 36.37054(N)    071 49 02.83262(W) AD(       ) 2
 LW5380  NGVD 29 (05/30/90)   63.46   (m)          208.2    (f) LEVELING    3  
 LW5380
 LW5380.Superseded values are not recommended for survey control.
 LW5380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5380.See file dsdata.txt to determine how the superseded data were derived.
 LW5380
 LW5380_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6445086265(NAD 83)
 LW5380_MARKER: DD = SURVEY DISK
 LW5380_SETTING: 66 = SET IN ROCK OUTCROP
 LW5380_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LW5380_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5380+STABILITY: POSITION/ELEVATION WELL
 LW5380
 LW5380  HISTORY     - Date     Condition        Report By
 LW5380  HISTORY     - 1987     MONUMENTED       RIGS
 LW5380
 LW5380                          STATION DESCRIPTION
 LW5380
 LW5380'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5380'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 LW5380'NORTHEAST OF WESTERLY.
 LW5380'OWNERSHIP--STATE RIGHT OF WAY.
 LW5380'
 LW5380'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 1 AND STATE
 LW5380'HIGHWAY 78, WHICH IS ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF WESTERLY, GO
 LW5380'NORTH FOR 4.6 KM (2.9 MI) ON HIGHWAY 78 TO THE STATION ON THE RIGHT,
 LW5380'SET AT THE TOP OF A 30 FEET HIGH LEDGE CUT.
 LW5380'
 LW5380'THE STATION IS A STANDARD RIGS DISK
 LW5380'STAMPED---WE 012 1987---,
 LW5380'SET INTO A ROCK LEDGE,
 LW5380'18 METERS (59 FT) NORTHEAST FROM THE CENTERLINE OF THE TRAVEL LANE
 LW5380'OF HIGHWAY 78 WESTBOUND (PLUS OR MINUS),
 LW5380'11.4 METERS (37.5 FT) WEST FROM AN ALUMINUM HIGHWAY RIGHT OF WAY
 LW5380'FENCE POST,
 LW5380'4.7 METERS (15.5 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST,
 LW5380'2.6 METERS (8.5 FT) NORTHEAST FROM THE TOP OF THE LEDGE CUT.
 LW5380'
 LW5380'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5283 ***********************************************************************
 LW5283  DESIGNATION -  WE 012 V
 LW5283  PID         -  LW5283
 LW5283  STATE/COUNTY-  RI/WASHINGTON
 LW5283  USGS QUAD   -  ASHAWAY (1984)
 LW5283
 LW5283                         *CURRENT SURVEY CONTROL
 LW5283  ___________________________________________________________________
 LW5283* NAD 83(1986)-  41 23 36.     (N)    071 49 01.     (W)     SCALED    
 LW5283* NAVD 88     -        50.125  (meters)     164.45   (feet)  ADJUSTED  
 LW5283  ___________________________________________________________________
 LW5283  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LW5283  DYNAMIC HT  -          50.108 (meters)     164.40  (feet)  COMP
 LW5283  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 LW5283
 LW5283  VERT ORDER  -  SECOND    CLASS II
 LW5283
 LW5283.The horizontal coordinates were scaled from a topographic map and have
 LW5283.an estimated accuracy of +/- 6 seconds.
 LW5283
 LW5283.The orthometric height was determined by differential leveling
 LW5283.and adjusted by the National Geodetic Survey in June 1991..
 LW5283
 LW5283.The geoid height was determined by GEOID03.
 LW5283
 LW5283.The dynamic height is computed by dividing the NAVD 88
 LW5283.geopotential number by the normal gravity value computed on the
 LW5283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5283.degrees latitude (g = 980.6199 gals.).
 LW5283
 LW5283.The modeled gravity was interpolated from observed gravity values.
 LW5283
 LW5283;                    North         East    Units  Estimated Accuracy
 LW5283;SPC RI       -    34,480.       73,490.      MT  (+/- 180 meters Scaled)
 LW5283
 LW5283                          SUPERSEDED SURVEY CONTROL
 LW5283
 LW5283.No superseded survey control is available for this station.
 LW5283
 LW5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF644862(NAD 83)
 LW5283_MARKER: DD = SURVEY DISK
 LW5283_SETTING: 66 = SET IN ROCK OUTCROP
 LW5283_SP_SET: ROCK LEDGE
 LW5283_STAMPING: WE 012 V 1987
 LW5283_MARK LOGO: RIGS  
 LW5283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5283+STABILITY: POSITION/ELEVATION WELL
 LW5283
 LW5283  HISTORY     - Date     Condition        Report By
 LW5283  HISTORY     - 1987     MONUMENTED       RIGS
 LW5283  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW5283
 LW5283                          STATION DESCRIPTION
 LW5283
 LW5283'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987
 LW5283'2.1 KM (1.3 MI) NE FROM WESTERLY.
 LW5283'THE MARK IS LOCATED ABOUT 2.1 KM (1.3 MI) NORTHEAST OF WESTERLY ON
 LW5283'THE NORTH SIDE OF STATE HIGHWAY 78.  FROM THE JUNCTION OF US HIGHWAY
 LW5283'1 AND STATE HIGHWAY 78, GO NORTH AND WEST FOR 4.8 KM (3.0 MI) ON
 LW5283'HIGHWAY 78 TO THE MARK ON THE RIGHT.  THE STATION IS A STANDARD RIGS
 LW5283'DISK SET INTO A DRILL HOLE IN THE EASTERLY END OF A LEDGE CUT WHICH
 LW5283'IS 15 FEET HIGH AND 250 FEET LONG, 37.5 METERS (123.0 FT) SOUTHEAST
 LW5283'FROM A ROUND METAL CATCH BASIN, 14.6 METERS (48.0 FT) NORTHEAST FROM
 LW5283'THE CENTERLINE OF THE TRAVEL LANE OF HIGHWAY 78 WESTBOUND, AND 2.8
 LW5283'METERS (9.2 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.  MARK IS
 LW5283'0.6 METERS ABOVE THE LEVEL OF THE SURROUNDING GROUND, AND 0.6 METERS
 LW5283'BELOW THE LEVEL OF THE HIGHWAY.
 LW5283
 LW5283                          STATION RECOVERY (1994)
 LW5283
 LW5283'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW5283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3530 ***********************************************************************
 LW3530  DESIGNATION -  WEAVER
 LW3530  PID         -  LW3530
 LW3530  STATE/COUNTY-  RI/KENT
 LW3530  USGS QUAD   -  COVENTRY CENTER (1975)
 LW3530
 LW3530                         *CURRENT SURVEY CONTROL
 LW3530  ___________________________________________________________________
 LW3530* NAD 83(1996)-  41 39 30.94750(N)    071 39 50.12712(W)     ADJUSTED  
 LW3530* NAVD 88     -       181.4    (meters)     595.     (feet)  VERTCON   
 LW3530  ___________________________________________________________________
 LW3530  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 LW3530  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW3530
 LW3530  HORZ ORDER  -  FIRST
 LW3530
 LW3530.The horizontal coordinates were established by classical geodetic methods
 LW3530.and adjusted by the National Geodetic Survey in August 1998..
 LW3530
 LW3530.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3530
 LW3530.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3530
 LW3530.The geoid height was determined by GEOID03.
 LW3530
 LW3530;                    North         East     Units Scale Factor Converg.
 LW3530;SPC RI       -    63,901.938    86,346.486   MT  0.99999604   -0 06 32.3
 LW3530;SPC RI       -   209,651.61    283,288.43   sFT  0.99999604   -0 06 32.3
 LW3530;UTM  19      - 4,615,300.393   278,195.363   MT  1.00020546   -1 46 17.1
 LW3530
 LW3530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3530!SPC RI       -   0.99997627  x   0.99999604  =   0.99997231
 LW3530!UTM  19      -   0.99997627  x   1.00020546  =   1.00018173
 LW3530
 LW3530|---------------------------------------------------------------------|
 LW3530| PID    Reference Object                     Distance      Geod. Az  |
 LW3530|                                                           dddmmss.s |
 LW3530| CB8650 WEAVER RM 1                          26.207 METERS 05102     |
 LW3530| LW1176 VICTORY                             APPROX. 2.6 KM 2663631.0 |
 LW3530| CB8652 WEAVER RM 3                          88.160 METERS 29014     |
 LW3530| CB8651 WEAVER RM 2                          28.217 METERS 29143     |
 LW3530|---------------------------------------------------------------------|
 LW3530
 LW3530                          SUPERSEDED SURVEY CONTROL
 LW3530
 LW3530  NAD 83(1996)-  41 39 30.94636(N)    071 39 50.12654(W) AD(       ) 1
 LW3530  NAD 83(1992)-  41 39 30.94622(N)    071 39 50.12638(W) AD(       ) 1
 LW3530  NAD 83(1992)-  41 39 30.94557(N)    071 39 50.12652(W) AD(       ) 1
 LW3530  NAD 83(1986)-  41 39 30.94553(N)    071 39 50.12657(W) AD(       ) 1
 LW3530  NAD 27      -  41 39 30.58487(N)    071 39 51.88911(W) AD(       ) 1
 LW3530  NGVD 29 (07/19/86)  181.6    (m)          596.     (f) VERT ANG       
 LW3530
 LW3530.Superseded values are not recommended for survey control.
 LW3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3530.See file dsdata.txt to determine how the superseded data were derived.
 LW3530
 LW3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7819515300(NAD 83)
 LW3530_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3530+STABILITY: SURFACE MOTION
 LW3530
 LW3530  HISTORY     - Date     Condition        Report By
 LW3530  HISTORY     - 1969     MONUMENTED       CGS
 LW3530
 LW3530                          STATION DESCRIPTION
 LW3530
 LW3530'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3530'STATION IS LOCATED ABOUT 17-1/2 MILES SOUTHWEST OF DOWNTOWN
 LW3530'PROVIDENCE, 5-1/2 MILES SOUTHWEST OF COVENTRY, 3-1/2 MILES
 LW3530'SOUTHWEST OF COVENTRY CENTER, 2-1/2 MILES NORTHWEST OF
 LW3530'NOOSENECK, ON THE SOUTH SIDE OF WEST GREENWICH AND COVENTRY
 LW3530'TOWN LINE AND ON PROPERTY OWNED BY CHARLES BROWN OF
 LW3530'WEST WARWICK.
 LW3530'
 LW3530'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 102 AND
 LW3530'117 ABOUT 3 MILES WEST OF COVENTRY CENTER, GO SOUTH ON STATE
 LW3530'HIGHWAY 102 FOR 0.8 MILE TO A CROSSROAD.  TURN LEFT ON HARKNEY
 LW3530'HILL ROAD AND GO EAST FOR 1.7 MILES TO A SIDE ROAD RIGHT.  TURN
 LW3530'RIGHT ON WEAVER HILL ROAD AND GO SOUTH FOR 1.5 MILES TO A SHARP
 LW3530'CURVE TO THE LEFT AND END OF PAVEMENT.  CONTINUE EAST ON WEAVER
 LW3530'HILL ROAD FOR 0.1 MILE TO A 12-INCH TRIANGLE BLAZED OAK TREE ON
 LW3530'RIGHT JUST AFTER PASSING POWER POLE 64 ON LEFT AND STATION ON
 LW3530'RIGHT AS DESCRIBED.
 LW3530'
 LW3530'STATION MARK, STAMPED WEAVER 1968, PROJECTS ABOUT 2 INCHES.  IT
 LW3530'IS 65.5 FEET SOUTHEAST OF A 12-INCH TRIANGLE BLAZED OAK TREE,
 LW3530'63 FEET SOUTH OF CENTER OF WEAVER HILL ROAD, 45 FEET NORTH OF
 LW3530'A 14-INCH TRIANGLE BLAZED PINE TREE AND 5.4 FEET EAST OF A METAL
 LW3530'WITNESS POST.
 LW3530'
 LW3530'RM 1, STAMPED WEAVER NO 1 1968, PROJECTS ABOUT 4 INCHES.  IT
 LW3530'IS 93 FEET WEST-SOUTHWEST OF POWER POLE 63, 12 FEET SOUTH OF
 LW3530'CENTER OF WEAVER HILL ROAD, 9 FEET EAST-NORTHEAST OF A 10-INCH
 LW3530'TRIANGLE BLAZED ELM TREE AND 1.6 FEET WEST OF A METAL WITNESS
 LW3530'POST.
 LW3530'
 LW3530'RM 2, STAMPED WEAVER NO 2 1968, PROJECTS ABOUT 3 INCHES.  IT IS
 LW3530'38 FEET WEST-SOUTHWEST OF A 12-INCH TRIANGLE BLAZED OAK TREE,
 LW3530'35 FEET SOUTH-SOUTHEAST OF POWER POLE 64, 23 FEET SOUTH OF CENTER
 LW3530'OF WEAVER HILL ROAD AND 1.4 FEET SOUTHEAST OF A METAL
 LW3530'WITNESS POST.
 LW3530'
 LW3530'RM 3, STAMPED WEAVER NO 3 1968, IS CEMENTED IN A DRILL HOLE ON
 LW3530'TOP OF A 5 BY 9 FOOT BOULDER WHICH PROJECTS ABOUT 2-1/2
 LW3530'FEET.  IT IS 53 FEET NORTH OF CENTER OF WEAVER HILL ROAD, 40.1
 LW3530'FEET NORTH OF A METAL WITNESS POST AND 37.5 FEET NORTH OF A
 LW3530'ROCK FENCE.
 LW3530'
 LW3530'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3026 ***********************************************************************
 LW3026  DESIGNATION -  WEEDEN
 LW3026  PID         -  LW3026
 LW3026  STATE/COUNTY-  RI/WASHINGTON
 LW3026  USGS QUAD   -  KINGSTON (1975)
 LW3026
 LW3026                         *CURRENT SURVEY CONTROL
 LW3026  ___________________________________________________________________
 LW3026* NAD 83(1996)-  41 23 01.04060(N)    071 33 15.92686(W)     ADJUSTED  
 LW3026* NAVD 88     -        19.7    (meters)      65.     (feet)  VERTCON   
 LW3026  ___________________________________________________________________
 LW3026  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 LW3026  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW3026
 LW3026  HORZ ORDER  -  FIRST
 LW3026
 LW3026.The horizontal coordinates were established by classical geodetic methods
 LW3026.and adjusted by the National Geodetic Survey in August 1998..
 LW3026
 LW3026.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3026
 LW3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3026
 LW3026.The geoid height was determined by GEOID03.
 LW3026
 LW3026;                    North         East     Units Scale Factor Converg.
 LW3026;SPC RI       -    33,350.850    95,447.696   MT  0.99999400   -0 02 09.5
 LW3026;SPC RI       -   109,418.58    313,147.98   sFT  0.99999400   -0 02 09.5
 LW3026;UTM  19      - 4,584,492.972   286,410.406   MT  1.00016147   -1 41 21.7
 LW3026
 LW3026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3026!SPC RI       -   1.00000168  x   0.99999400  =   0.99999568
 LW3026!UTM  19      -   1.00000168  x   1.00016147  =   1.00016315
 LW3026
 LW3026|---------------------------------------------------------------------|
 LW3026| PID    Reference Object                     Distance      Geod. Az  |
 LW3026|                                                           dddmmss.s |
 LW3026| AA5041 WEEDEN RM 1                           7.496 METERS 03946     |
 LW3026| LW2999 BEAVERTAIL NAVRADSTA MAST           APPROX.15.6 KM 0591351.7 |
 LW3026| LW2925 POINT JUDITH TANK                   APPROX. 6.0 KM 0831311.9 |
 LW3026| AA5042 WEEDEN RM 2                          10.327 METERS 11230     |
 LW3026| LW3045 TOWER 6                             APPROX. 4.0 KM 2394032.3 |
 LW3026| LW5657 WEEDEN AZ MK                                       3283722.2 |
 LW3026|---------------------------------------------------------------------|
 LW3026
 LW3026                          SUPERSEDED SURVEY CONTROL
 LW3026
 LW3026  NAD 83(1996)-  41 23 01.03951(N)    071 33 15.92586(W) AD(       ) 1
 LW3026  NAD 83(1992)-  41 23 01.03924(N)    071 33 15.92611(W) AD(       ) 1
 LW3026  NAD 83(1992)-  41 23 01.03789(N)    071 33 15.92603(W) AD(       ) 1
 LW3026  NAD 83(1986)-  41 23 01.03761(N)    071 33 15.92580(W) AD(       ) 1
 LW3026  NAD 27      -  41 23 00.67290(N)    071 33 17.70781(W) AD(       ) 1
 LW3026  NGVD 29 (07/19/86)   20.0    (m)           66.     (f) VERT ANG       
 LW3026
 LW3026.Superseded values are not recommended for survey control.
 LW3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3026.See file dsdata.txt to determine how the superseded data were derived.
 LW3026
 LW3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8641084493(NAD 83)
 LW3026_MARKER: DD = SURVEY DISK
 LW3026_SETTING: 66 = SET IN ROCK OUTCROP
 LW3026_SP_SET: BEDROCK
 LW3026_MARK LOGO: USE   
 LW3026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3026+STABILITY: POSITION/ELEVATION WELL
 LW3026
 LW3026  HISTORY     - Date     Condition        Report By
 LW3026  HISTORY     - 1909     MONUMENTED       USE
 LW3026  HISTORY     - 1913     GOOD             CGS
 LW3026  HISTORY     - 1935     GOOD             RIGS
 LW3026  HISTORY     - 1943     GOOD             CGS
 LW3026  HISTORY     - 1969     GOOD             CGS
 LW3026  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 LW3026  HISTORY     - 19860101 GOOD             RIGS
 LW3026
 LW3026                          STATION DESCRIPTION
 LW3026
 LW3026'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3026'STATION IS ABOUT 1-1/2 MILES SE BY S FROM PERRYVILLE, 1/2 MILE
 LW3026'FROM THE COAST, 1/2 MILE W OF SEGARS COVE, 1/4 MILE W OF A ROAD
 LW3026'LEADING TO MATOONOC BEACH, 370 METERS S OF A ROAD LEADING TO
 LW3026'CHARLESTOWN, AND 90 METERS E OF A STONE FENCE.
 LW3026'
 LW3026'THE STATION IS ON THE TOP OF A RIDGE ON A FLAT BOULDER FLUSH
 LW3026'WITH THE GROUND, AND INCLOSED BY POSTS AND WIRE.  THE POINT IS
 LW3026'MARKED BY A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 LW3026'BOULDER, AS DESCRIBED, WITH THE ADDED DISK INSCRIPTION
 LW3026'ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A.  THE REFERENCE
 LW3026'MARK, A BRASS BOLT SET IN A HOLE DRILLED IN A BOULDER PROJECTING
 LW3026'18 INCHES ABOVE THE GROUND, IS 7.49 METERS (24.57 FEET) TO
 LW3026'THE NORTHEASTWARD OF THE STATION.  TWO PREVIOUS STATIONS
 LW3026'OF THE COAST AND GEODETIC SURVEY, WEEDEN AND NEW WEEDEN, WERE ON
 LW3026'THIS SAME HILL, BUT ARE NOW LOST.
 LW3026
 LW3026                          STATION RECOVERY (1935)
 LW3026
 LW3026'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW3026'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION,
 LW3026'AND MARKED AS DESCRIBED.
 LW3026'
 LW3026'THE POSTS AND WIRE, WHICH IT WAS NOTED INCLOSED THE STATION,
 LW3026'HAVE DISAPPEARED.
 LW3026
 LW3026                          STATION RECOVERY (1943)
 LW3026
 LW3026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3026'STATION WAS RECOVERED AS DESCRIBED AND MARKS FOUND IN GOOD
 LW3026'CONDITION.  A NEW REFERENCE MARK AND AZIMUTH MARK WERE SET.
 LW3026'
 LW3026'STATION IS LOCATED ABOUT 1.5 MILES SE BY S FROM PERRYVILLE ON
 LW3026'TOP OF A LOW BARE HILL WHICH LIES ABOUT 0.7 MILE N OF MATUNUCK
 LW3026'BEACH.  THE STATION IS ABOUT 1/4 MILE W OF THE ROAD LEADING TO
 LW3026'MATUNUCK BEACH, 100 PACES E OF A ROCK FENCE ON THE W EDGE OF THE
 LW3026'HILL, 370 PACES S OF THE OLD ROAD WHICH LED TO CHARLESTOWN, AND
 LW3026'ABOUT 100 YARDS N FROM THE HIGHEST POINT OF THE HILL.  MARK IS
 LW3026'STAMPED WEEDEN 1909 1913 AND IS SET IN BEDROCK WHICH PROJECTS
 LW3026'ABOUT 6 INCHES.  THE ROCK IS ABOUT 4.5 BY 3 FEET.  THE MARK,
 LW3026'HAS THE ADDED INSCRIPTION ESTABLISHED BY CORPS OF
 LW3026'ENGINEERS, U.S.A.
 LW3026'
 LW3026'REFERENCE MARK 1 IS 24.6 FEET N FROM THE STATION AND IS MARKED
 LW3026'BY A BRONZE BOLT SET IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS
 LW3026'ABOUT 18 INCHES.
 LW3026'
 LW3026'REFERENCE MARK 2, IS 33.9 FEET EAST FROM THE STATION AND
 LW3026'PROJECTS ABOUT 8 INCHES.  IT IS STAMPED WEEDEN USE 1943.
 LW3026'
 LW3026'AZIMUTH MARK IS SET IN A SMALL OUTCROPPING OF BEDROCK IN PASTURE
 LW3026'LAND ABOUT 200 FEET S FROM THE FARMHOUSE OF MR. DAVID BROWNING.  IT
 LW3026'IS 10 PACES E OF A STONE FENCE AT A POINT 5 PACES S FROM A BAR
 LW3026'GATE AND 36 PACES S OF A GATE TO THE HOUSE.  THE MARK,
 LW3026'IS STAMPED WEEDEN USE 1943.
 LW3026'
 LW3026'TO REACH THE STATION FROM THE RAILROAD TRACKS IN WAKEFIELD, GO
 LW3026'SW AND W ON U.S. HIGHWAY 1 FOR 4.4 MILES TO A MACADAM T-ROAD LEFT,
 LW3026'TURN LEFT (S) AND GO 0.75 MILE TO A SIDE ROAD RIGHT, TURN RIGHT (W)
 LW3026'AND GO 0.3 MILE TO A POLE GATE ON THE LEFT, *PASS THROUGH THE GATE
 LW3026'AND FOLLOW A TRAIL ROAD FOR 0.25 MILE, THEN BEAR RIGHT AND GO W
 LW3026'FOR ABOUT 200 FEET TO THE STATION.
 LW3026'
 LW3026'*TO REACH THE AZIMUTH MARK FROM THIS POINT PASS THROUGH A POLE
 LW3026'GATE ON THE OPPOSITE SIDE OF THE ROAD AND FOLLOW A TRAIL ROAD FOR
 LW3026'0.2 MILE TO MR. BROWNINGS HOUSE AND THE AZIMUTH MARK.
 LW3026
 LW3026                          STATION RECOVERY (1969)
 LW3026
 LW3026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3026'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LW3026'CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED WITH
 LW3026'THE PREVIOUS DESCRIPTION.
 LW3026'
 LW3026'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3026'
 LW3026'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF WAKEFIELD,
 LW3026'2-3/4 MILES NORTHEAST OF GREEN HILL, 1 MILE SOUTH OF PERRYVILLE,
 LW3026'3/4 MILE NORTH OF THE NORTH SHORE OF BLOCK ISLAND SOUND AND ON
 LW3026'PROPERTY OWNED BY THE WEEDEN FARMS CORPORATION.
 LW3026'
 LW3026'TO REACH THE STATION FROM THE POST OFFICE IN WAKEFIELD, GO
 LW3026'WESTERLY ON A PAVED STREET FOR 0.05 MILE TO A T INTERSECTION.  TURN
 LW3026'LEFT AND GO SOUTHWESTERLY ON MAIN STREET AND SCENIC ROUTE 1A FOR
 LW3026'1.4 MILES TO THE JUNCTION WITH U.S. HIGHWAY 1.  BEAR RIGHT AND GO
 LW3026'WEST AND SOUTHWESTERLY ON HIGHWAY 1 FOR 3.2 MILES TO A CROSSOVER
 LW3026'TO THE NORTHBOUND LANE AND A SIGN MANTANUCK BEACH.  MAKE A U
 LW3026'TURN AND GO NORTHEASTERLY ON HIGHWAY 1 FOR 0.4 MILE TO A SIDE
 LW3026'ROAD RIGHT AND A SIGN MANTANUCK ROAD.  TURN RIGHT AND GO
 LW3026'SOUTH ON MANTANUCK ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT.
 LW3026'TURN RIGHT AND GO WEST ON SCHOOL HOUSE ROAD FOR 0.25 MILE TO A
 LW3026'DIRT ROAD LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS
 LW3026'POINT CONTINUE WEST ON SCHOOL HOUSE ROAD FOR 0.05 MILE TO A
 LW3026'DRIVEWAY RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON THE
 LW3026'DRIVEWAY FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.)
 LW3026'TURN LEFT AND GO SOUTHERLY ON THE DIRT ROAD FOR 0.3 MILE TO THE
 LW3026'BEGINNING OF PAVEMENT AND A DIM FIELD ROAD RIGHT.  TURN
 LW3026'RIGHT AND GO WESTERLY ON THE DIM FIELD ROAD FOR 0.1 MILE TO
 LW3026'THE STATION AS DESCRIBED.
 LW3026'
 LW3026'STATION MARK, A STANDARD DISK, NOT STAMPED, IS CEMENTED IN A DRILL
 LW3026'HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS 2 INCHES.  IT IS
 LW3026'115 FEET SOUTH-SOUTHEAST OF A 2-INCH EVERGREEN TREE, 98 FEET
 LW3026'SOUTHWEST OF A 5-INCH TREE, 98 FEET SOUTH OF A 2-INCH EVERGREEN
 LW3026'TREE AND 26.2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 LW3026'POST.
 LW3026'
 LW3026'RM 1, A METAL SHANK CEMENTED IN A DRILL HOLE IN AN OUTCROPPING
 LW3026'OF BEDROCK PROJECTS 1-1/2 FEET.  IT IS MARKED IN THE CENTER OF
 LW3026'THE SHANK BY A SMALL INDENTATION.  IT IS 95 FEET SOUTH OF A 2-INCH
 LW3026'EVERGREEN TREE, 89 FEET SOUTHEAST OF A 2-INCH EVERGREEN TREE, 77
 LW3026'FEET WEST OF A 5-INCH TREE AND 2.4 FEET SOUTH OF A METAL
 LW3026'WITNESS POST.
 LW3026'
 LW3026'RM 2, A STANDARD DISK STAMPED WEEDEN NO 2 1943 IS CEMENTED IN A
 LW3026'DRILL HOLE IN AN OUTCROPPING OF BEDROCK AND PROJECTS 1 INCH.  IT
 LW3026'IS 124 FEET SOUTHEAST OF A 2-INCH EVERGREEN TREE, 117 FEET SOUTH
 LW3026'OF A 2-INCH EVERGREEN TREE, 79 FEET SOUTHWEST OF A 5-INCH TREE AND
 LW3026'37.8 FEET SOUTH OF A METAL WITNESS POST.
 LW3026'
 LW3026'AZ MK, A STANDARD DISK STAMPED WEEDEN USE 1943 IS CEMENTED IN A
 LW3026'DRILL HOLE IN AN OUTCROPPING OF BEDROCK AND PROJECTS 2 INCHES.  IT
 LW3026'IS 36 FEET SOUTHEAST OF A GAP IN A ROCK FENCE, 29.5 FEET EAST OF
 LW3026'A ROCK FENCE, 28 FEET SOUTH OF AN ELECTRIFIED FENCE AND 20 FEET
 LW3026'NORTHWEST OF THE CENTER OF A DIRT ROAD.
 LW3026'
 LW3026'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW3026'
 LW3026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3026'1 MILE SOUTHEAST OF PERRYVILLE.
 LW3026
 LW3026                          STATION RECOVERY (1984)
 LW3026
 LW3026'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (PHG)
 LW3026'WEEDEN NOT RECOVERED, RM 1 NOT RECOVERED, RM 2 WEEDEN NO 2 1943
 LW3026'NOT RECOVERED, NEW HOUSE ON SITE.  SEARCHED FOR 100 YDS AROUND.
 LW3026'AZ MK WEEDEN USE 1943 FOUND GOOD.
 LW3026
 LW3026                          STATION RECOVERY (1986)
 LW3026
 LW3026'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW3026'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH WEST OF WAKEFIELD, 2.75
 LW3026'MILES NORTHEAST OF GREEN HILL, 1 MILE SOUTH OF PERRYVILLE, AND 0.75
 LW3026'MILE FROM NORTH FROM THE SHORE OF BLOCK ISLAND SOUND.  TO REACH FROM
 LW3026'THE INTERSECTION OF U.S. HIGHWAY 1 AND EXTENTION OF STATE HIGHWAY
 LW3026'110, GO NORTH FOR 2.4 KM (1.5 MI) ON U.S. 1 TO A SIDE ROAD RIGHT,
 LW3026'TURN RIGHT AND GO SOUTH FOR 1.1 KM (0.7 MI) ON MATUNUCK ROAD TO A
 LW3026'SIDE ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.3 KM (0.2 MI) ON
 LW3026'SCHOOLHOUSE ROAD TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.08
 LW3026'KM (0.05 MI) ON WAGER LANE TO A T-INTERSECTION, TURN LEFT AND GO EAST
 LW3026'FOR 0.08 KM (0.05 MI) ON OSPREY ROAD TO A SIDE ROAD RIGHT, TURN RIGHT
 LW3026'AND GO SOUTH AND THEN SOUTHWEST FOR 0.32 KM (0.20 MI) ON BLACKBERRY
 LW3026'HILL ROAD TO THE RESIDENCE OF K.F. DWYER AND THE STATION ON THE
 LW3026'LEFT.  THE STATION IS A STANDARD CGS DISK THAT IS ---UNSTAMPED---,
 LW3026'SET INTO A DRILL HOLE IN AN OUTCROPPING OF BEDROCK RECESSED 0.5
 LW3026'METERS BELOW THE ASPHALT SURFACE OF THE DRIVEWAY AND INSIDE A LENGTH
 LW3026'OF PVC PIPING.  14.95 METERS (49.0 FT) EAST FROM A NECO POLE NUMBER
 LW3026'9003, 7.05 METERS (32.2 FT) SOUTH FROM THE NORTHWEST CORNER OF A TWO
 LW3026'BAY GARAGE, 1.35 METERS (4.4 FT) WEST FROM THE SOUTHWEST CORNER OF
 LW3026'THE GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2352 ***********************************************************************
 LW2352  DESIGNATION -  WEST 1861
 LW2352  PID         -  LW2352
 LW2352  STATE/COUNTY-  RI/BRISTOL
 LW2352  USGS QUAD   -  BRISTOL (1975)
 LW2352
 LW2352                         *CURRENT SURVEY CONTROL
 LW2352  ___________________________________________________________________
 LW2352* NAD 83(1996)-  41 38 44.24586(N)    071 15 40.28685(W)     ADJUSTED  
 LW2352* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 LW2352  ___________________________________________________________________
 LW2352  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW2352  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW2352
 LW2352  HORZ ORDER  -  THIRD
 LW2352
 LW2352.The horizontal coordinates were established by classical geodetic methods
 LW2352.and adjusted by the National Geodetic Survey in August 1998..
 LW2352
 LW2352.The orthometric height was scaled from a topographic map.
 LW2352
 LW2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2352
 LW2352.The geoid height was determined by GEOID03.
 LW2352
 LW2352;                    North         East     Units Scale Factor Converg.
 LW2352;SPC RI       -    62,475.686   119,894.804   MT  0.99999862   +0 09 31.3
 LW2352;SPC RI       -   204,972.31    393,354.87   sFT  0.99999862   +0 09 31.3
 LW2352;SPC MA M     -   821,737.112   219,895.117   MT  1.00001115   +0 09 37.5
 LW2352;SPC MA M     - 2,695,982.51    721,439.23   sFT  1.00001115   +0 09 37.5
 LW2352;UTM  19      - 4,612,901.379   311,692.337   MT  1.00003638   -1 30 11.0
 LW2352
 LW2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2352!SPC RI       -   1.00000015  x   0.99999862  =   0.99999877
 LW2352!SPC MA M     -   1.00000015  x   1.00001115  =   1.00001130
 LW2352!UTM  19      -   1.00000015  x   1.00003638  =   1.00003653
 LW2352
 LW2352:                Primary Azimuth Mark                     Grid Az
 LW2352:SPC RI       -  MT HOPE 1843                             029 02 08.9
 LW2352:SPC MA M     -  MT HOPE 1843                             029 02 02.7
 LW2352:UTM  19      -  MT HOPE 1843                             030 41 51.2
 LW2352
 LW2352|---------------------------------------------------------------------|
 LW2352| PID    Reference Object                     Distance      Geod. Az  |
 LW2352|                                                           dddmmss.s |
 LW2352| LW2210 MT HOPE 1843                        APPROX. 3.6 KM 0291140.2 |
 LW2352|---------------------------------------------------------------------|
 LW2352
 LW2352                          SUPERSEDED SURVEY CONTROL
 LW2352
 LW2352  NAD 83(1996)-  41 38 44.24572(N)    071 15 40.28683(W) AD(       ) 3
 LW2352  NAD 83(1992)-  41 38 44.24422(N)    071 15 40.28571(W) AD(       ) 3
 LW2352  NAD 83(1992)-  41 38 44.24366(N)    071 15 40.28567(W) AD(       ) 3
 LW2352  NAD 83(1986)-  41 38 44.24409(N)    071 15 40.28419(W) AD(       ) 3
 LW2352  NAD 27      -  41 38 43.87000(N)    071 15 42.11900(W) AD(       ) 3
 LW2352
 LW2352.Superseded values are not recommended for survey control.
 LW2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2352.See file dsdata.txt to determine how the superseded data were derived.
 LW2352
 LW2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1169212901(NAD 83)
 LW2352
 LW2352  HISTORY     - Date     Condition        Report By
 LW2352  HISTORY     - 1861     MONUMENTED       COASUR
 LW2352  HISTORY     - 1913     SEE DESCRIPTION  CGS
 LW2352  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2352  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2352
 LW2352                          STATION DESCRIPTION
 LW2352
 LW2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW2352'STATION IS ON THE HIGHEST POINT OF A RIDGE ABOUT 1/8 MILE BACK OF
 LW2352'BRISTOL LIGHTHOUSE ON WHAT APPEARS TO BE AN OLD BREASTWORK, ABOUT
 LW2352'100 METERS W OF THE ROAD TO BRISTOL.  THE STATION IS MARKED WITH
 LW2352'A SODA BOTTLE SURROUNDED BY GRAVEL BURIED IN THE GROUND.
 LW2352
 LW2352                          STATION RECOVERY (1935)
 LW2352
 LW2352'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2352'DID NOT FIND THE SODA BOTTLE, BUT DID FIND A STATION AT
 LW2352'APPROXIMATELY THE SAME GEOGRAPHIC POSITION WHICH MAY BE DESCRIBED
 LW2352'AS FOLLOWS--
 LW2352'
 LW2352'AT THE EXTREME S END OF BRISTOL NECK, ON THE HIGH POINT OF THE
 LW2352'RIDGE, ABOUT 1/8 MILE N OF THE OLD BRISTOL LIGHTHOUSE, SE OF THE
 LW2352'TOLL HOUSE, ABOUT 48 FEET N BY E OF THE NE LAMPPOST ON MOUNT
 LW2352'HOPE BRIDGE, AND ABOUT 20 FEET E AND ABOUT 15 FEET ABOVE THE E
 LW2352'CURB OF A SIX-LANE CONCRETE HIGHWAY SERVING AS THE APPROACH TO
 LW2352'THE BRIDGE.
 LW2352'
 LW2352'THE STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE IN THE
 LW2352'TOP OF A TILE.
 LW2352'
 LW2352'A STANDARD REFERENCE DISK SET IN A BOULDER IS 40.8 FEET N OF THE
 LW2352'STATION.
 LW2352
 LW2352                          STATION RECOVERY (1956)
 LW2352
 LW2352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2352'THE STATION AND ONE REFERENCE MARK WERE RECOVERED IN GOOD
 LW2352'CONDITION.  THE DISTANCE TO THE REFERENCE MARK IS 12.454
 LW2352'M. (40.85 FT.).  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 LW2352'FOLLOWING ADDITIONS--
 LW2352'
 LW2352'THE STATION MARK IS A STANDARD DISK (NOT STAMPED) SET IN THE
 LW2352'TOP OF A 4-IN. TERRA-COTTA PIPE FILLED WITH CONCRETE WHICH
 LW2352'PROJECTS 1 IN. ABOVE THE GROUND.
 LW2352'
 LW2352'THE REFERENCE MARK IS A STANDARD DISK (NOT STAMPED) SET IN THE
 LW2352'TOP OF A LARGE BOULDER WHICH PROJECTS 1 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2358 ***********************************************************************
 LW2358  DESIGNATION -  WEST BARRINGTON WATER TANK
 LW2358  PID         -  LW2358
 LW2358  STATE/COUNTY-  RI/BRISTOL
 LW2358  USGS QUAD   -  BRISTOL (1975)
 LW2358
 LW2358                         *CURRENT SURVEY CONTROL
 LW2358  ___________________________________________________________________
 LW2358* NAD 83(1996)-  41 44 50.43478(N)    071 20 49.29123(W)     ADJUSTED  
 LW2358* NAVD 88     -                                                        
 LW2358  ___________________________________________________________________
 LW2358  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 LW2358  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW2358
 LW2358  HORZ ORDER  -  THIRD
 LW2358
 LW2358.The horizontal coordinates were established by classical geodetic methods
 LW2358.and adjusted by the National Geodetic Survey in August 1998..
 LW2358
 LW2358
 LW2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2358
 LW2358.The geoid height was determined by GEOID03.
 LW2358
 LW2358;                    North         East     Units Scale Factor Converg.
 LW2358;SPC RI       -    73,757.054   112,724.001   MT  0.99999574   +0 06 06.7
 LW2358;SPC RI       -   241,984.60    369,828.66   sFT  0.99999574   +0 06 06.7
 LW2358;SPC MA M     -   833,018.387   212,724.017   MT  0.99999565   +0 06 09.9
 LW2358;SPC MA M     - 2,732,994.49    697,912.05   sFT  0.99999565   +0 06 09.9
 LW2358;UTM  19      - 4,624,386.784   304,851.656   MT  1.00006865   -1 33 47.7
 LW2358
 LW2358                          SUPERSEDED SURVEY CONTROL
 LW2358
 LW2358  NAD 83(1996)-  41 44 50.43449(N)    071 20 49.29108(W) AD(       ) 4
 LW2358  NAD 83(1992)-  41 44 50.43320(N)    071 20 49.29028(W) AD(       ) 4
 LW2358  NAD 83(1992)-  41 44 50.43289(N)    071 20 49.29029(W) AD(       ) 4
 LW2358  NAD 83(1986)-  41 44 50.43323(N)    071 20 49.28992(W) AD(       ) 4
 LW2358  NAD 27      -  41 44 50.06967(N)    071 20 51.09824(W) AD(       ) 3
 LW2358
 LW2358.Superseded values are not recommended for survey control.
 LW2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2358.See file dsdata.txt to determine how the superseded data were derived.
 LW2358
 LW2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0485224387(NAD 83)
 LW2358
 LW2358  HISTORY     - Date     Condition        Report By
 LW2358  HISTORY     - UNK      MONUMENTED
 LW2358  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2358  HISTORY     - 1944     SEE DESCRIPTION  CGS
 LW2358  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2358  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2358
 LW2358                          STATION DESCRIPTION
 LW2358
 LW2358'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2358'THERE ARE THREE ELEVATED WATER TANKS IN THE VILLAGE OF WEST
 LW2358'BARRINGTON.
 LW2358'
 LW2358'TWO OF THEM BELONG TO THE COLLINS AND AIKMAN CORPORATION.  THE
 LW2358'ONE ON THE W SIDE OF THE RAILROAD BEARS THE DATE 1911 ON THE
 LW2358'FABRICATORS NAME PLATE, AND IS PROBABLY THE WATER TOWER USED IN
 LW2358'1912.  THE OTHER ONE IS ON THE E SIDE OF THE RAILROAD AND
 LW2358'SIMILARLY DATED 1919.  BOTH WERE FABRICATED BY THE CHICAGO BRIDGE
 LW2358'AND IRON WORKS AND ARE SIMILAR IN SIZE, HEIGHT AND DESIGN.
 LW2358'BOTH ARE NOW ALUMINUM PAINTED, ALTHOUGH, I AM TOLD, THAT THEY
 LW2358'WERE FORMERLY BOTH BLACK.
 LW2358'
 LW2358'THE THIRD TOWER IN THIS SECTION IS NOT AS HIGH, IS PAINTED BLACK,
 LW2358'BELONGS TO THE RHODE ISLAND LACE WORKS, AND WAS ERECTED LESS THAN
 LW2358'10 YEARS AGO.  IT REPLACED A WOOD TANK.  I BELIEVE THAT THE LACE
 LW2358'WORKS ARE TOO FAR W TO HAVE THE GEOGRAPHIC POSITION GIVEN FOR
 LW2358'THIS STATION.
 LW2358
 LW2358                          STATION RECOVERY (1944)
 LW2358
 LW2358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RMB)
 LW2358'THIS STATION IS THE ELEVATED WATER TANK ON THE W SIDE OF THE
 LW2358'RAILROAD, AS MENTIONED IN THE PREVIOUS RECOVERY NOTES, AND IS
 LW2358'STANDING IN GOOD CONDITION.
 LW2358
 LW2358                          STATION RECOVERY (1956)
 LW2358
 LW2358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2358'THE STATION WAS RECOVERED AS DESCRIBED.  ALL THREE OF THE TANKS
 LW2358'ARE STILL IN EXISTENCE AND ALL ARE NOW PAINTED BLACK.
 LW2358
 LW2358                          STATION RECOVERY (1968)
 LW2358
 LW2358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2358'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3343 ***********************************************************************
 LW3343  DESIGNATION -  WEST FRONT RANGE 1944
 LW3343  PID         -  LW3343
 LW3343  STATE/COUNTY-  RI/WASHINGTON
 LW3343  USGS QUAD   -  WATCH HILL (1984)
 LW3343
 LW3343                         *CURRENT SURVEY CONTROL
 LW3343  ___________________________________________________________________
 LW3343* NAD 83(1996)-  41 19 35.61323(N)    071 47 01.97397(W)     ADJUSTED  
 LW3343* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LW3343  ___________________________________________________________________
 LW3343  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LW3343  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW3343
 LW3343  HORZ ORDER  -  THIRD
 LW3343
 LW3343.The horizontal coordinates were established by classical geodetic methods
 LW3343.and adjusted by the National Geodetic Survey in August 1998..
 LW3343
 LW3343.The orthometric height was scaled from a topographic map.
 LW3343
 LW3343.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3343
 LW3343.The geoid height was determined by GEOID03.
 LW3343
 LW3343;                    North         East     Units Scale Factor Converg.
 LW3343;SPC RI       -    27,050.861    76,233.973   MT  1.00000070   -0 11 14.9
 LW3343;SPC RI       -    88,749.37    250,110.96   sFT  1.00000070   -0 11 14.9
 LW3343;SPC CT       -   207,628.822   385,680.121   MT  0.99998964   +0 38 26.1
 LW3343;SPC CT       -   681,195.56  1,265,352.20   sFT  0.99998964   +0 38 26.1
 LW3343;UTM  19      - 4,578,748.444   267,018.778   MT  1.00026807   -1 50 21.0
 LW3343
 LW3343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3343!SPC RI       -   1.00000454  x   1.00000070  =   1.00000524
 LW3343!SPC CT       -   1.00000454  x   0.99998964  =   0.99999418
 LW3343!UTM  19      -   1.00000454  x   1.00026807  =   1.00027261
 LW3343
 LW3343                          SUPERSEDED SURVEY CONTROL
 LW3343
 LW3343  NAD 83(1992)-  41 19 35.61191(N)    071 47 01.97316(W) AD(       ) 3
 LW3343  NAD 83(1986)-  41 19 35.61056(N)    071 47 01.97522(W) AD(       ) 3
 LW3343  NAD 27      -  41 19 35.25100(N)    071 47 03.73800(W) AD(       ) 3
 LW3343
 LW3343.Superseded values are not recommended for survey control.
 LW3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3343.See file dsdata.txt to determine how the superseded data were derived.
 LW3343
 LW3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6701978748(NAD 83)
 LW3343_MARKER: DD = SURVEY DISK
 LW3343_SETTING: 0 = UNSPECIFIED SETTING
 LW3343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3343
 LW3343  HISTORY     - Date     Condition        Report By
 LW3343  HISTORY     - 1944     MONUMENTED       CGS
 LW3343  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3343  HISTORY     - 1989     POOR             USPSQD
 LW3343
 LW3343                          STATION DESCRIPTION
 LW3343
 LW3343'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW3343'STATION IS ON THE N SHORE OF BLOCK ISLAND SOUND, APPROXIMATELY 1.0
 LW3343'MILE W OF WEEKAPAUG, 0.1 MILE W OF A SMALL BLUE-ROOFED BEACH HOUSE,
 LW3343'87.6 METERS S OF POLE 613 OF THE U.S. COAST GUARD TELEPHONE LINE,
 LW3343'22.5 METERS N OF THE MEAN HIGH-WATER LINE, IN A LOW AREA IN THE
 LW3343'LINE OF SAND DUNES.  POLE 613 IS ON RANGE WITH THE E EDGE OF
 LW3343'A SMALL RED-ROOFED HOUSE ON THE N SHORE OF WINNAPAUG POND.
 LW3343'THIS RANGE PASSES APPROXIMATELY 1 DEG W OF THE W EDGE OF THE
 LW3343'DEVINE HEALTH CLINIC MAIN BUILDING.  THE STATION MARK AND
 LW3343'REFERENCE MARK 1 ARE IN THE SAME CONCRETE POST 12 BY 18 INCHES BY
 LW3343'4 FEET WHICH PROJECTS 6 INCHES ABOVE THE BEACH.
 LW3343'BEACH.
 LW3343'
 LW3343'STATION MARK IS STAMPED WEST FRONT RANGE - 1944.
 LW3343'
 LW3343'REFERENCE MARK 1 WAS OCCUPIED.  IT IS E OF THE STATION
 LW3343'AND IS STAMPED R M NO 1 - 1944.
 LW3343'
 LW3343'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 LW3343'IS NNW OF THE STATION AND IS STAMPED R M NO 2 - 1944.
 LW3343'
 LW3343'TO REACH THIS STATION FROM WESTERLY, DRIVE ON U.S. HIGHWAY
 LW3343'1 4.2 MILES E FROM THE BRIDGE OVER THE PAWCATUCK RIVER
 LW3343'IN WESTERLY TO DUNNS CORNER.  TURN S ON THE WEEKAPAUG ROAD AND
 LW3343'DRIVE S APPROXIMATELY 1.5 MILES TO THE BEACH ROAD.  TURN W AND
 LW3343'CROSS THE WEEKAPAUG BRIDGE OVER THE BREACH.  DRIVE 1.1 MILES W
 LW3343'ALONG THE BEACH ROAD FROM THE W EDGE OF THIS BRIDGE TO THE
 LW3343'APPROXIMATE LOCATION OF THE STATION.
 LW3343
 LW3343                          STATION RECOVERY (1954)
 LW3343
 LW3343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3343'STATION MARK AND REFERENCE MARKS NOT RECOVERED.  COAST GUARD
 LW3343'TELEPHONE POLE NO. 613 HAS BEEN REMOVED.  AN INTENSIVE
 LW3343'SEARCH WAS MADE OF THE AREA.  A SAND RIDGE, WHICH IS BEING
 LW3343'BUILT UP ALONG THE OCEAN SHORE, BY THE PROCESS OF DUMPING
 LW3343'DEBRIS IN FRONT OF THE COTTAGES TO STOP THE DRIFTING
 LW3343'SAND, IS BELIEVED TO HAVE COVERED THE STATION TO A DEPTH
 LW3343'OF 6 FT.  AS TELEPHONE POLE 613 WAS THE KEY TO THE RECOVERY
 LW3343'OF THE STATION, IT IS DOUBTFUL THAT THIS STATION CAN AGAIN BE
 LW3343'RECOVERED.
 LW3343
 LW3343                          STATION RECOVERY (1989)
 LW3343
 LW3343'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3343'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3344 ***********************************************************************
 LW3344  DESIGNATION -  WEST FRONT RANGE RM 1
 LW3344  PID         -  LW3344
 LW3344  STATE/COUNTY-  RI/WASHINGTON
 LW3344  USGS QUAD   -  WATCH HILL (1984)
 LW3344
 LW3344                         *CURRENT SURVEY CONTROL
 LW3344  ___________________________________________________________________
 LW3344* NAD 83(1996)-  41 19 35.61490(N)    071 47 01.96126(W)     ADJUSTED  
 LW3344* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LW3344  ___________________________________________________________________
 LW3344  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LW3344  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW3344
 LW3344  HORZ ORDER  -  THIRD
 LW3344
 LW3344.The horizontal coordinates were established by classical geodetic methods
 LW3344.and adjusted by the National Geodetic Survey in August 1998..
 LW3344
 LW3344.The orthometric height was scaled from a topographic map.
 LW3344
 LW3344.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3344
 LW3344.The geoid height was determined by GEOID03.
 LW3344
 LW3344;                    North         East     Units Scale Factor Converg.
 LW3344;SPC RI       -    27,050.911    76,234.269   MT  1.00000070   -0 11 14.9
 LW3344;SPC RI       -    88,749.53    250,111.93   sFT  1.00000070   -0 11 14.9
 LW3344;SPC CT       -   207,628.877   385,680.416   MT  0.99998964   +0 38 26.1
 LW3344;SPC CT       -   681,195.74  1,265,353.16   sFT  0.99998964   +0 38 26.1
 LW3344;UTM  19      - 4,578,748.486   267,019.075   MT  1.00026807   -1 50 21.0
 LW3344
 LW3344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3344!SPC RI       -   1.00000454  x   1.00000070  =   1.00000524
 LW3344!SPC CT       -   1.00000454  x   0.99998964  =   0.99999418
 LW3344!UTM  19      -   1.00000454  x   1.00026807  =   1.00027261
 LW3344
 LW3344|---------------------------------------------------------------------|
 LW3344| PID    Reference Object                     Distance      Geod. Az  |
 LW3344|                                                           dddmmss.s |
 LW3344| LW3343 WEST FRONT RANGE 1944                 0.300 METERS 26007     |
 LW3344| LW3277 FORT HILL NEW TANK                  APPROX. 3.1 KM 2953034.6 |
 LW3344| LW3346 WEST REAR RANGE RM 1                APPROX. 1.4 KM 3445256.3 |
 LW3344| CB8625 WEST FRONT RANGE RM 2                22.116 METERS 34502     |
 LW3344|---------------------------------------------------------------------|
 LW3344
 LW3344                          SUPERSEDED SURVEY CONTROL
 LW3344
 LW3344  NAD 83(1992)-  41 19 35.61358(N)    071 47 01.96045(W) AD(       ) 3
 LW3344  NAD 83(1986)-  41 19 35.61224(N)    071 47 01.96251(W) AD(       ) 3
 LW3344  NAD 27      -  41 19 35.25300(N)    071 47 03.72500(W) AD(       ) 3
 LW3344
 LW3344.Superseded values are not recommended for survey control.
 LW3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3344.See file dsdata.txt to determine how the superseded data were derived.
 LW3344
 LW3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6701978748(NAD 83)
 LW3344_MARKER: DR = REFERENCE MARK DISK
 LW3344_SETTING: 0 = UNSPECIFIED SETTING
 LW3344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3344
 LW3344  HISTORY     - Date     Condition        Report By
 LW3344  HISTORY     - 1944     MONUMENTED       CGS
 LW3344
 LW3344                          STATION DESCRIPTION
 LW3344
 LW3344'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 LW3344'STATION IS ON THE N SHORE OF BLOCK ISLAND SOUND, APPROXIMATELY 1.0
 LW3344'MILE W OF WEEKAPAUG, 0.1 MILE W OF A SMALL BLUE-ROOFED BEACH HOUSE,
 LW3344'87.6 METERS S OF POLE 613 OF THE U.S. COAST GUARD TELEPHONE LINE,
 LW3344'22.5 METERS N OF THE MEAN HIGH-WATER LINE, IN A LOW AREA IN THE
 LW3344'LINE OF SAND DUNES.  POLE 613 IS ON RANGE WITH THE E EDGE OF
 LW3344'A SMALL RED-ROOFED HOUSE ON THE N SHORE OF WINNAPAUG POND.
 LW3344'THIS RANGE PASSES APPROXIMATELY 1 DEG W OF THE W EDGE OF THE
 LW3344'DEVINE HEALTH CLINIC MAIN BUILDING.  THE STATION MARK AND
 LW3344'REFERENCE MARK 1 ARE IN THE SAME CONCRETE POST 12 BY 18 INCHES BY
 LW3344'4 FEET WHICH PROJECTS 6 INCHES ABOVE THE BEACH.
 LW3344'
 LW3344'REFERENCE MARK 1 WAS OCCUPIED.  IT IS E OF STATION WEST FRONT RANGE
 LW3344'AND IS STAMPED R M NO 1 - 1944.
 LW3344'
 LW3344'TO REACH THIS WEST FRONT RANGE FROM WESTERLY, DRIVE ON U.S. HIGHWAY
 LW3344'1 4.2 MILES E FROM THE BRIDGE OVER THE PAWCATUCK RIVER
 LW3344'IN WESTERLY TO DUNNS CORNER.  TURN S ON THE WEEKAPAUG ROAD AND
 LW3344'DRIVE S APPROXIMATELY 1.5 MILES TO THE BEACH ROAD.  TURN W AND
 LW3344'CROSS THE WEEKAPAUG BRIDGE OVER THE BREACH.  DRIVE 1.1 MILES W
 LW3344'ALONG THE BEACH ROAD FROM THE W EDGE OF THIS BRIDGE TO THE
 LW3344'APPROXIMATE LOCATION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3347 ***********************************************************************
 LW3347  DESIGNATION -  WEST REAR RANGE 1944
 LW3347  PID         -  LW3347
 LW3347  STATE/COUNTY-  RI/WASHINGTON
 LW3347  USGS QUAD   -  WATCH HILL (1984)
 LW3347
 LW3347                         *CURRENT SURVEY CONTROL
 LW3347  ___________________________________________________________________
 LW3347* NAD 83(1996)-  41 20 18.32229(N)    071 47 17.17352(W)     ADJUSTED  
 LW3347* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 LW3347  ___________________________________________________________________
 LW3347  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 LW3347  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW3347
 LW3347  HORZ ORDER  -  THIRD
 LW3347
 LW3347.The horizontal coordinates were established by classical geodetic methods
 LW3347.and adjusted by the National Geodetic Survey in August 1998..
 LW3347
 LW3347.The orthometric height was scaled from a topographic map.
 LW3347
 LW3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3347
 LW3347.The geoid height was determined by GEOID03.
 LW3347
 LW3347;                    North         East     Units Scale Factor Converg.
 LW3347;SPC RI       -    28,369.598    75,884.882   MT  1.00000090   -0 11 25.1
 LW3347;SPC RI       -    93,075.92    248,965.65   sFT  1.00000090   -0 11 25.1
 LW3347;SPC CT       -   208,942.361   385,312.012   MT  0.99998892   +0 38 16.1
 LW3347;SPC CT       -   685,505.06  1,264,144.49   sFT  0.99998892   +0 38 16.1
 LW3347;UTM  19      - 4,580,077.053   266,707.764   MT  1.00026985   -1 50 32.6
 LW3347
 LW3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3347!SPC RI       -   1.00000328  x   1.00000090  =   1.00000418
 LW3347!SPC CT       -   1.00000328  x   0.99998892  =   0.99999220
 LW3347!UTM  19      -   1.00000328  x   1.00026985  =   1.00027313
 LW3347
 LW3347                          SUPERSEDED SURVEY CONTROL
 LW3347
 LW3347  NAD 83(1992)-  41 20 18.32096(N)    071 47 17.17271(W) AD(       ) 3
 LW3347  NAD 83(1986)-  41 20 18.31980(N)    071 47 17.17472(W) AD(       ) 3
 LW3347  NAD 27      -  41 20 17.96200(N)    071 47 18.93600(W) AD(       ) 3
 LW3347
 LW3347.Superseded values are not recommended for survey control.
 LW3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3347.See file dsdata.txt to determine how the superseded data were derived.
 LW3347
 LW3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6670880077(NAD 83)
 LW3347_MARKER: DD = SURVEY DISK
 LW3347_SETTING: 0 = UNSPECIFIED SETTING
 LW3347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3347
 LW3347  HISTORY     - Date     Condition        Report By
 LW3347  HISTORY     - 1944     MONUMENTED       CGS
 LW3347  HISTORY     - 1954     GOOD             CGS
 LW3347  HISTORY     - 1989     GOOD             USPSQD
 LW3347
 LW3347                          STATION DESCRIPTION
 LW3347
 LW3347'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW3347'STATION IS ON THE N SIDE OF THE SHORE ROAD (STATE
 LW3347'HIGHWAY) ON THE PROPERTY OF DRS. WILLIAM J. AND MARTHA A. DEVINE
 LW3347'HEALTH CLINIC.  IT IS APPROXIMATELY 87 METERS E OF THE MAIN GATE
 LW3347'OF THE HEALTH CLINIC, 15.85 METERS NNW OF THE CENTER LINE OF THE
 LW3347'SHORE ROAD, 4.6 METERS NNW OF A STONE FENCE, 3.4 METERS W OF THE
 LW3347'CENTER LINE PROJECTED OF A GRAVEL ROAD LEADING BETWEEN THE STONE
 LW3347'GATES ON THE S SIDE OF THE SHORE ROAD.  THE GATES ARE MARKED
 LW3347'CODURI - 1925.
 LW3347'
 LW3347'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT IS
 LW3347'STAMPED WEST REAR RANGE - 1944.
 LW3347'
 LW3347'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 LW3347'IS S OF THE STATION AND IS STAMPED R M NO 2 - 1944.
 LW3347'
 LW3347'REFERENCE MARK 1 WAS OCCUPIED.
 LW3347'
 LW3347'TO REACH THIS STATION FROM WESTERLY, DRIVE ON U.S. HIGHWAY
 LW3347'1 4.2 MILES E OF THE BRIDGE OVER THE PAWCATUCK RIVER IN WESTERLY TO
 LW3347'DUNNS CORNER.  TURN S ON THE WEEKAPAUG ROAD AND DRIVE 0.7 MILE TO
 LW3347'THE SHORE ROAD.  TURN W ON THE SHORE ROAD AND DRIVE 1.1 MILES TO
 LW3347'THE APPROXIMATE LOCATION OF THE STATION.
 LW3347
 LW3347                          STATION RECOVERY (1954)
 LW3347
 LW3347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3347'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3347'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A
 LW3347'STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION
 LW3347'IS ADEQUATE WITH THE FOLLOWING EXCEPTION--
 LW3347'
 LW3347'DR. WILLIAM J. AND MARTHA A. DEVINE HEALTH CLINIC
 LW3347'IS NOW THE WINNAPAUG GUEST HOUSE.
 LW3347
 LW3347                          STATION RECOVERY (1989)
 LW3347
 LW3347'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3346 ***********************************************************************
 LW3346  DESIGNATION -  WEST REAR RANGE RM 1
 LW3346  PID         -  LW3346
 LW3346  STATE/COUNTY-  RI/WASHINGTON
 LW3346  USGS QUAD   -  WATCH HILL (1984)
 LW3346
 LW3346                         *CURRENT SURVEY CONTROL
 LW3346  ___________________________________________________________________
 LW3346* NAD 83(1996)-  41 20 18.30416(N)    071 47 17.26317(W)     ADJUSTED  
 LW3346* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 LW3346  ___________________________________________________________________
 LW3346  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 LW3346  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW3346
 LW3346  HORZ ORDER  -  THIRD
 LW3346
 LW3346.The horizontal coordinates were established by classical geodetic methods
 LW3346.and adjusted by the National Geodetic Survey in August 1998..
 LW3346
 LW3346.The orthometric height was scaled from a topographic map.
 LW3346
 LW3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3346
 LW3346.The geoid height was determined by GEOID03.
 LW3346
 LW3346;                    North         East     Units Scale Factor Converg.
 LW3346;SPC RI       -    28,369.046    75,882.796   MT  1.00000091   -0 11 25.1
 LW3346;SPC RI       -    93,074.11    248,958.81   sFT  1.00000091   -0 11 25.1
 LW3346;SPC CT       -   208,941.779   385,309.934   MT  0.99998892   +0 38 16.0
 LW3346;SPC CT       -   685,503.15  1,264,137.68   sFT  0.99998892   +0 38 16.0
 LW3346;UTM  19      - 4,580,076.561   266,705.662   MT  1.00026986   -1 50 32.6
 LW3346
 LW3346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3346!SPC RI       -   1.00000328  x   1.00000091  =   1.00000419
 LW3346!SPC CT       -   1.00000328  x   0.99998892  =   0.99999220
 LW3346!UTM  19      -   1.00000328  x   1.00026986  =   1.00027314
 LW3346
 LW3346|---------------------------------------------------------------------|
 LW3346| PID    Reference Object                     Distance      Geod. Az  |
 LW3346|                                                           dddmmss.s |
 LW3346| LW3347 WEST REAR RANGE 1944                  2.158 METERS 07459     |
 LW3346| LW0822 CHAPMAN                             APPROX. 2.8 KM 1045350.5 |
 LW3346| CB8626 WEST REAR RANGE RM 2                  4.735 METERS 12232     |
 LW3346|---------------------------------------------------------------------|
 LW3346
 LW3346                          SUPERSEDED SURVEY CONTROL
 LW3346
 LW3346  NAD 83(1992)-  41 20 18.30283(N)    071 47 17.26236(W) AD(       ) 3
 LW3346  NAD 83(1986)-  41 20 18.30167(N)    071 47 17.26436(W) AD(       ) 3
 LW3346  NAD 27      -  41 20 17.94400(N)    071 47 19.02600(W) AD(       ) 3
 LW3346
 LW3346.Superseded values are not recommended for survey control.
 LW3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3346.See file dsdata.txt to determine how the superseded data were derived.
 LW3346
 LW3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6670680077(NAD 83)
 LW3346
 LW3346  HISTORY     - Date     Condition        Report By
 LW3346  HISTORY     - 1944     MONUMENTED       CGS
 LW3346  HISTORY     - 1989     GOOD             USPSQD
 LW3346
 LW3346                          STATION DESCRIPTION
 LW3346
 LW3346'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 LW3346'STATION WEST REAR RANGE IS ON THE N SIDE OF THE SHORE ROAD (STATE
 LW3346'HIGHWAY) ON THE PROPERTY OF DRS. WILLIAM J. AND MARTHA A. DEVINE
 LW3346'HEALTH CLINIC.  IT IS APPROXIMATELY 87 METERS E OF THE MAIN GATE
 LW3346'OF THE HEALTH CLINIC, 15.85 METERS NNW OF THE CENTER LINE OF THE
 LW3346'SHORE ROAD, 4.6 METERS NNW OF A STONE FENCE, 3.4 METERS W OF THE
 LW3346'CENTER LINE PROJECTED OF A GRAVEL ROAD LEADING BETWEEN THE STONE
 LW3346'GATES ON THE S SIDE OF THE SHORE ROAD.  THE GATES ARE MARKED
 LW3346'CODURI - 1925.
 LW3346'
 LW3346'REFERENCE MARK 1 WAS OCCUPIED.
 LW3346'
 LW3346'TO REACH THIS STATION FROM WESTERLY, DRIVE ON U.S. HIGHWAY
 LW3346'1 4.2 MILES E OF THE BRIDGE OVER THE PAWCATUCK RIVER IN WESTERLY TO
 LW3346'DUNNS CORNER.  TURN S ON THE WEEKAPAUG ROAD AND DRIVE 0.7 MILE TO
 LW3346'THE SHORE ROAD.  TURN W ON THE SHORE ROAD AND DRIVE 1.1 MILES TO
 LW3346'THE APPROXIMATE LOCATION OF THE STATION.
 LW3346
 LW3346                          STATION RECOVERY (1989)
 LW3346
 LW3346'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2865 ***********************************************************************
 LW2865  DESIGNATION -  WEST TOWER
 LW2865  PID         -  LW2865
 LW2865  STATE/COUNTY-  RI/BRISTOL
 LW2865  USGS QUAD   -  NEWPORT (1975)
 LW2865
 LW2865                         *CURRENT SURVEY CONTROL
 LW2865  ___________________________________________________________________
 LW2865* NAD 83(1996)-  41 27 05.47912(N)    071 21 21.38477(W)     ADJUSTED  
 LW2865* NAVD 88     -                                                        
 LW2865  ___________________________________________________________________
 LW2865  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 LW2865  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW2865
 LW2865  HORZ ORDER  -  THIRD
 LW2865
 LW2865.The horizontal coordinates were established by classical geodetic methods
 LW2865.and adjusted by the National Geodetic Survey in August 1998..
 LW2865
 LW2865
 LW2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2865
 LW2865.The geoid height was determined by GEOID03.
 LW2865
 LW2865;                    North         East     Units Scale Factor Converg.
 LW2865;SPC RI       -    40,900.455   112,037.332   MT  0.99999553   +0 05 43.3
 LW2865;SPC RI       -   134,187.58    367,575.81   sFT  0.99999553   +0 05 43.3
 LW2865;UTM  19      - 4,591,561.346   303,213.179   MT  1.00007659   -1 33 36.4
 LW2865
 LW2865                          SUPERSEDED SURVEY CONTROL
 LW2865
 LW2865  NAD 83(1996)-  41 27 05.47867(N)    071 21 21.38385(W) AD(       ) 4
 LW2865  NAD 83(1992)-  41 27 05.47759(N)    071 21 21.38417(W) AD(       ) 4
 LW2865  NAD 83(1992)-  41 27 05.47692(N)    071 21 21.38370(W) AD(       ) 4
 LW2865  NAD 83(1986)-  41 27 05.47687(N)    071 21 21.38144(W) AD(       ) 4
 LW2865  NAD 27      -  41 27 05.10300(N)    071 21 23.19000(W) AD(       ) 3
 LW2865
 LW2865.Superseded values are not recommended for survey control.
 LW2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2865.See file dsdata.txt to determine how the superseded data were derived.
 LW2865
 LW2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF0321391561(NAD 83)
 LW2865_MARKER: 82 = FINIAL
 LW2865
 LW2865  HISTORY     - Date     Condition        Report By
 LW2865  HISTORY     - 1943     FIRST OBSERVED   CGS
 LW2865
 LW2865                          STATION DESCRIPTION
 LW2865
 LW2865'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (BHR)
 LW2865'STATION IS ON THE SW PART OF THE ISLAND OF AQUIDNECK, R.I..  THE
 LW2865'FINIAL OF THE W OF TWO WOODEN ELEVATED OBSERVATION TOWERS ON
 LW2865'BRENTON POINT.  THE TOWERS ARE APPROXIMATELY 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2575 ***********************************************************************
 LW2575  DESIGNATION -  WEST WARWICK MIDLAND MALL TANK
 LW2575  PID         -  LW2575
 LW2575  STATE/COUNTY-  RI/KENT
 LW2575  USGS QUAD   -  EAST GREENWICH (1975)
 LW2575
 LW2575                         *CURRENT SURVEY CONTROL
 LW2575  ___________________________________________________________________
 LW2575* NAD 83(1996)-  41 43 08.82843(N)    071 29 02.58712(W)     ADJUSTED  
 LW2575* NAVD 88     -                                                        
 LW2575  ___________________________________________________________________
 LW2575  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 LW2575  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW2575
 LW2575  HORZ ORDER  -  THIRD
 LW2575
 LW2575.The horizontal coordinates were established by classical geodetic methods
 LW2575.and adjusted by the National Geodetic Survey in August 1998..
 LW2575
 LW2575
 LW2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2575
 LW2575.The geoid height was determined by GEOID03.
 LW2575
 LW2575;                    North         East     Units Scale Factor Converg.
 LW2575;SPC RI       -    70,611.102   101,327.092   MT  0.99999377   +0 00 38.2
 LW2575;SPC RI       -   231,663.26    332,437.30   sFT  0.99999377   +0 00 38.2
 LW2575;UTM  19      - 4,621,572.955   293,366.992   MT  1.00012545   -1 39 13.2
 LW2575
 LW2575                          SUPERSEDED SURVEY CONTROL
 LW2575
 LW2575  NAD 83(1996)-  41 43 08.82786(N)    071 29 02.58684(W) AD(       ) 4
 LW2575  NAD 83(1992)-  41 43 08.82701(N)    071 29 02.58632(W) AD(       ) 4
 LW2575  NAD 83(1992)-  41 43 08.82654(N)    071 29 02.58640(W) AD(       ) 4
 LW2575  NAD 83(1986)-  41 43 08.82663(N)    071 29 02.58592(W) AD(       ) 4
 LW2575  NAD 27      -  41 43 08.46399(N)    071 29 04.37148(W) AD(       ) 3
 LW2575
 LW2575.Superseded values are not recommended for survey control.
 LW2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2575.See file dsdata.txt to determine how the superseded data were derived.
 LW2575
 LW2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9336721573(NAD 83)
 LW2575
 LW2575  HISTORY     - Date     Condition        Report By
 LW2575  HISTORY     - 1968     MONUMENTED       CGS
 LW2575  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2575
 LW2575                          STATION DESCRIPTION
 LW2575
 LW2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2575'THE STATION, WEST WARWICK MIDLAND MALL WATER TANK, IS THE TOP
 LW2575'CENTER OF A WHITE CYLINDRICAL TANK SUPPORTED BY A SINGLE
 LW2575'CIRCULAR LEG AND IS ABOUT 90 FEET IN HEIGHT.  THE TANK HAS THE
 LW2575'INITIAL M ON THE SIDE.
 LW2575'
 LW2575'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF JUNCTION OF
 LW2575'STATE HIGHWAYS 2 AND 113 IN THE EAST SECTION OF WEST WARWICK.
 LW2575
 LW2575                          STATION RECOVERY (1994)
 LW2575
 LW2575'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3276 ***********************************************************************
 LW3276  DESIGNATION -  WESTAIR
 LW3276  PID         -  LW3276
 LW3276  STATE/COUNTY-  RI/WASHINGTON
 LW3276  USGS QUAD   -  WATCH HILL (1984)
 LW3276
 LW3276                         *CURRENT SURVEY CONTROL
 LW3276  ___________________________________________________________________
 LW3276* NAD 83(1996)-  41 20 46.29472(N)    071 48 10.38780(W)     ADJUSTED  
 LW3276* NAVD 88     -        30.3    (meters)      99.     (feet)  VERTCON   
 LW3276  ___________________________________________________________________
 LW3276  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 LW3276  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW3276
 LW3276  HORZ ORDER  -  FIRST
 LW3276
 LW3276.The horizontal coordinates were established by classical geodetic methods
 LW3276.and adjusted by the National Geodetic Survey in August 1998..
 LW3276
 LW3276.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3276
 LW3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3276
 LW3276.The geoid height was determined by GEOID03.
 LW3276
 LW3276;                    North         East     Units Scale Factor Converg.
 LW3276;SPC RI       -    29,236.763    74,650.619   MT  1.00000165   -0 12 00.3
 LW3276;SPC RI       -    95,920.95    244,916.24   sFT  1.00000165   -0 12 00.3
 LW3276;SPC CT       -   209,791.587   384,065.362   MT  0.99998847   +0 37 40.8
 LW3276;SPC CT       -   688,291.23  1,260,054.44   sFT  0.99998847   +0 37 40.8
 LW3276;UTM  19      - 4,580,979.690   265,498.688   MT  1.00027681   -1 51 08.8
 LW3276
 LW3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3276!SPC RI       -   1.00000005  x   1.00000165  =   1.00000170
 LW3276!SPC CT       -   1.00000005  x   0.99998847  =   0.99998852
 LW3276!UTM  19      -   1.00000005  x   1.00027681  =   1.00027686
 LW3276
 LW3276|---------------------------------------------------------------------|
 LW3276| PID    Reference Object                     Distance      Geod. Az  |
 LW3276|                                                           dddmmss.s |
 LW3276| CB8655 WESTAIR RM 1                         20.821 METERS 05534     |
 LW3276| CB8656 WESTAIR RM 2                         23.700 METERS 17944     |
 LW3276| LW3277 FORT HILL NEW TANK                  APPROX. 1.5 KM 2334938.3 |
 LW3276| LW3350 WESTERLY 1969 AZ MK 1974            APPROX. 0.6 KM 2883959.9 |
 LW3276| LW3279 WESTERLY                            APPROX. 0.5 KM 3260833.7 |
 LW3276| LW3278 AIRPORT BCN WESTERLY STATE APT      APPROX. 0.6 KM 3282411.1 |
 LW3276| LW3286 WESTERLY STANDPIPE                  APPROX. 3.3 KM 3390626.9 |
 LW3276| LW3349 WESTAIR 2                           293.420 METERS 35825     |
 LW3276|---------------------------------------------------------------------|
 LW3276
 LW3276                          SUPERSEDED SURVEY CONTROL
 LW3276
 LW3276  NAD 83(1992)-  41 20 46.29339(N)    071 48 10.38697(W) AD(       ) 1
 LW3276  NAD 83(1986)-  41 20 46.29242(N)    071 48 10.38883(W) AD(       ) 1
 LW3276  NAD 27      -  41 20 45.93352(N)    071 48 12.14501(W) AD(       ) 1
 LW3276  NGVD 29 (07/19/86)   30.6    (m)          100.     (f) VERT ANG       
 LW3276
 LW3276.Superseded values are not recommended for survey control.
 LW3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3276.See file dsdata.txt to determine how the superseded data were derived.
 LW3276
 LW3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6549980980(NAD 83)
 LW3276_MARKER: DS = TRIANGULATION STATION DISK
 LW3276_SETTING: 66 = SET IN ROCK OUTCROP
 LW3276_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3276+STABILITY: POSITION/ELEVATION WELL
 LW3276
 LW3276  HISTORY     - Date     Condition        Report By
 LW3276  HISTORY     - 1969     MONUMENTED       CGS
 LW3276  HISTORY     - 1974     GOOD             NGS
 LW3276
 LW3276                          STATION DESCRIPTION
 LW3276
 LW3276'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3276'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF THE
 LW3276'DOWNTOWN BUSINESS SECTION OF WESTERLY, 1-1/2 MILES EAST
 LW3276'OF THE CONNECTICUT-RHODE ISLAND STATE LINE, 1/2 MILE
 LW3276'SOUTH OF THE WESTERLY STATE AIRPORT ADMINISTRATION
 LW3276'BUILDING AND ON PROPERTY OWNED BY INDUSTRIAL FOUNDATION
 LW3276'OF RHODE ISLAND.
 LW3276'
 LW3276'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 LW3276'AND STATE HIGHWAY 91 (GRANITE AND TOWER STREETS) IN
 LW3276'WESTERLY, GO SOUTH AND SOUTHEASTERLY ON U.S. HIGHWAY 1
 LW3276'NORTH (GRANITE STREET) FOR 1.4 MILES TO A SIDE ROAD RIGHT
 LW3276'(AIRPORT ROAD).  TURN RIGHT AND GO SOUTHWESTERLY ON
 LW3276'AIRPORT ROAD FOR 0.5 MILE TO THE ENTRANCE OF THE WESTERLY
 LW3276'AIRPORT ON LEFT.  CONTINUE SOUTHERLY ON AIRPORT ROAD
 LW3276'FOR 0.45 MILE TO A SIDE ROAD LEFT AND END OF FENCE.  TURN
 LW3276'LEFT AND AND GO SOUTHEASTERLY AND EASTERLY ON GRAVELED ROAD
 LW3276'0.55 MILE TO A CROSSROAD AND A TRIANGLE BLAZED OAK TREE ON
 LW3276'LEFT.  TURN LEFT AND GO NORTHERLY ON DIRT ROAD FOR 0.15
 LW3276'MILE TO A FORK.  TAKE RIGHT FORK AND GO
 LW3276'EASTERLY ON DIRT ROAD FOR 0.1 MILE TO A FORK.  TAKE RIGHT
 LW3276'FORK AND GO SOUTHEAST AND EASTERLY FOR 0.1 MILE TO A FORK AND
 LW3276'AN OLD AMMUNITION DUMP.  TURN LEFT AND GO NORTHEASTERLY AND
 LW3276'EASTERLY ON DIM TRACK ROAD UP HILL FOR 0.05 MILE TO
 LW3276'STATION AS DESCRIBED.
 LW3276'
 LW3276'ALL MARKS ARE STANDARD DISKS.
 LW3276'
 LW3276'STATION MARK, STAMPED WESTAIR 1969, IS CEMENTED IN A DRILL
 LW3276'HOLE IN BEDROCK FORMATION THAT PROJECTS ABOUT 4 INCHES
 LW3276'ABOVE THE GROUND SURFACE.  THE STATION MARK IS NOT ON
 LW3276'HIGHEST POINT OF BEDROCK.  IT IS 58 FEET SOUTHEAST OF A
 LW3276'4-INCH EVERGREEN TREE, 58 FT. NORTH OF A ROCK FENCE, 60
 LW3276'FEET NORTHWEST OF THE ROCK FENCE, 22 FEET EAST-NORTHEAST
 LW3276'OF A 4 BY 6 FOOT BOULDER THAT PROJECTS 20 INCHES AND 17.5
 LW3276'FEET NORTHWEST OF A METAL WITNESS POST.
 LW3276'
 LW3276'RM 1, STAMPED WESTAIR NO 1 1969, IS CEMENTED IN A DRILL
 LW3276'HOLE IN A BOULDER THAT PROJECTS ABOUT 6 INCHES.  IT IS
 LW3276'90 FEET EAST-NORTHEAST OF THE BOULDER, 76 FEET NORTH OF
 LW3276'THE ROCK FENCE AND 2.5 FEET SOUTH OF THE METAL WITNESS POST.
 LW3276'
 LW3276'RM 2, STAMPED WESTAIR NO 2 1969, IS CEMENTED IN A DRILL
 LW3276'HOLE IN A BOULDER THAT PROJECTS ABOUT 15 INCHES.  IT
 LW3276'IS 66 FEET SOUTH-SOUTHEAST OF THE BOULDER, 16 FEET SOUTH-SOUTHEAST
 LW3276'OF THE ROCK FENCE AND 4 FEET NORTH OF THE METAL WITNESS POST.
 LW3276'
 LW3276'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW3276
 LW3276                          STATION RECOVERY (1974)
 LW3276
 LW3276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LW3276'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 LW3276'WERE RECOVERED AS DESCRIBED IN THE 1969 DESCRIPTION
 LW3276'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A
 LW3276'LONGER DISTANCE OF 0.023 METERS WAS NOTED IN THE DISTANCE
 LW3276'TO REFERENCE MARK 1 AND A SHORTER DISTANCE OF 0.009
 LW3276'METERS WAS NOTED IN REFERENCE MARK 2.
 LW3276'
 LW3276'THE HILL WHERE THE STATION WAS ON IS BEING GRADED
 LW3276'DOWN TO MAKE A RECREATION PARK IN THE AREA.
 LW3276'
 LW3276'STATION WESTAIR 2 WAS LOCATED AT THIS TIME AND IS
 LW3276'293.56 METERS TO THE NORTH-NORTHEAST.
 LW3276'
 LW3276'STATION WESTAIR 1969 AND REFERENCE MARK AND REFERENCE MARK 2 WILL
 LW3276'BE DESTROYED BY CONSTRUCTION.
 LW3276'
 LW3276'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LW3276'
 LW3276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3276'2 MILES SOUTHEAST OF WESTERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1757 ***********************************************************************
 LW1757  DESIGNATION -  WESTAIR 2
 LW1757  PID         -  LW1757
 LW1757  STATE/COUNTY-  RI/WASHINGTON
 LW1757  USGS QUAD   -  WATCH HILL (1984)
 LW1757
 LW1757                         *CURRENT SURVEY CONTROL
 LW1757  ___________________________________________________________________
 LW1757* NAD 83(1986)-  41 20 55.     (N)    071 48 10.     (W)     SCALED    
 LW1757* NAVD 88     -        20.862  (meters)      68.44   (feet)  ADJUSTED  
 LW1757  ___________________________________________________________________
 LW1757  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW1757  DYNAMIC HT  -          20.854 (meters)      68.42  (feet)  COMP
 LW1757  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 LW1757
 LW1757  VERT ORDER  -  SECOND    CLASS II
 LW1757
 LW1757.This mark is at Westerly State Airport (WST)
 LW1757
 LW1757.The horizontal coordinates were scaled from a topographic map and have
 LW1757.an estimated accuracy of +/- 6 seconds.
 LW1757
 LW1757.The orthometric height was determined by differential leveling
 LW1757.and adjusted by the National Geodetic Survey in June 1991..
 LW1757
 LW1757.Photographs are available for this station.
 LW1757
 LW1757.The geoid height was determined by GEOID03.
 LW1757
 LW1757.The dynamic height is computed by dividing the NAVD 88
 LW1757.geopotential number by the normal gravity value computed on the
 LW1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1757.degrees latitude (g = 980.6199 gals.).
 LW1757
 LW1757.The modeled gravity was interpolated from observed gravity values.
 LW1757
 LW1757;                    North         East    Units  Estimated Accuracy
 LW1757;SPC RI       -    29,510.       74,660.      MT  (+/- 180 meters Scaled)
 LW1757
 LW1757                          SUPERSEDED SURVEY CONTROL
 LW1757
 LW1757.No superseded survey control is available for this station.
 LW1757
 LW1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF655812(NAD 83)
 LW1757_MARKER: DS = TRIANGULATION STATION DISK
 LW1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1757_SP_SET: CONCRETE POST
 LW1757_STAMPING: WESTAIR 2 1974
 LW1757_MARK LOGO: NGS   
 LW1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1757+STABILITY: SURFACE MOTION
 LW1757
 LW1757  HISTORY     - Date     Condition        Report By
 LW1757  HISTORY     - 1974     MONUMENTED       NGS
 LW1757  HISTORY     - 1985     GOOD             NGS
 LW1757
 LW1757                          STATION DESCRIPTION
 LW1757
 LW1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LW1757'3.2 KM (2.0 MI) SE FROM WESTERLY.
 LW1757'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF WESTERLY,
 LW1757'2.4 KM (1.5 MI) EAST OF THE RHODE ISLAND AND CONNECTICUT STATE LINE
 LW1757'AND AT THE WESTERLY STATE AIRPORT, ON THE SOUTHEAST SIDE OF RUNWAY ON
 LW1757'THE WESTERLY STATE AIRPORT..  OWNERSHIP--STATE OF RHODE ISLAND, MR
 LW1757'JAMES F BEAUREGARD, AIRPORT MANAGER, AIRPORT ROAD, WESTERLY RHODE
 LW1757'ISLAND 02891, PHONE 401-596-2357.  NOTE-CONTACT AIRPORT MANAGER BEFORE
 LW1757'ENTERING AIRPORT.  TO REACH THE STATION FROM THE INTERSECTION OF US
 LW1757'HIGHWAY 1 AND STATE HIGHWAY 91 IN THE EAST PART OF WESTERLY, GO
 LW1757'SOUTHEAST ON US HIGHWAY 1 FOR 1.6 MILES TO A SIDE ROAD RIGHT, TURN
 LW1757'RIGHT, GO SOUTHERLY ON AIRPORT ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT,
 LW1757'TURN LEFT, GO NORTHEAST FOR 0.25 MILE TO THE AIRPORT ADMISTRATION
 LW1757'BUILDING AND PARKING LOT.  TO REACH THE STATION FROM HERE GO ACROSS
 LW1757'RUNWAY AND TURN LEFT FOR ABOUT 300 YARDS TO THE STATION ON RIGHT.
 LW1757'STATION MARK IS SET IN A DRILL HOLE IN OUTCROPPING ROCK WHICH PROJECTS
 LW1757'ABOUT 4 INCHES,  236 FEET SOUTH-SOUTHEAST OF THE EDGE OF THE RUNWAY,
 LW1757'90 FEET WEST-SOUTHWEST OF THE TRACK ROAD, AND 4.0 FEET EAST OF A
 LW1757'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3349 ***********************************************************************
 LW3349  DESIGNATION -  WESTAIR 2
 LW3349  PID         -  LW3349
 LW3349  STATE/COUNTY-  RI/WASHINGTON
 LW3349  USGS QUAD   -  WATCH HILL (1984)
 LW3349
 LW3349                         *CURRENT SURVEY CONTROL
 LW3349  ___________________________________________________________________
 LW3349* NAD 83(1996)-  41 20 55.80226(N)    071 48 10.73501(W)     ADJUSTED  
 LW3349* NAVD 88     -        20.86   (+/-2cm)      68.4    (feet)  VERTCON   
 LW3349  ___________________________________________________________________
 LW3349  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LW3349  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW3349
 LW3349  HORZ ORDER  -  SECOND
 LW3349  VERT ORDER  -  THIRD ? (See Below)
 LW3349
 LW3349.This mark is at Westerly State Airport (WST)
 LW3349
 LW3349.The horizontal coordinates were established by classical geodetic methods
 LW3349.and adjusted by the National Geodetic Survey in August 1998..
 LW3349.No horizontal observational check was made to the station.
 LW3349
 LW3349.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3349.The vertical order pertains to the NGVD 29 superseded value.
 LW3349
 LW3349.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3349
 LW3349.The geoid height was determined by GEOID03.
 LW3349
 LW3349;                    North         East     Units Scale Factor Converg.
 LW3349;SPC RI       -    29,530.099    74,643.572   MT  1.00000166   -0 12 00.6
 LW3349;SPC RI       -    96,883.33    244,893.12   sFT  1.00000166   -0 12 00.6
 LW3349;SPC CT       -   210,084.786   384,054.076   MT  0.99998832   +0 37 40.5
 LW3349;SPC CT       -   689,253.17  1,260,017.41   sFT  0.99998832   +0 37 40.5
 LW3349;UTM  19      - 4,581,273.188   265,500.103   MT  1.00027680   -1 51 09.4
 LW3349
 LW3349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3349!SPC RI       -   1.00000153  x   1.00000166  =   1.00000319
 LW3349!SPC CT       -   1.00000153  x   0.99998832  =   0.99998985
 LW3349!UTM  19      -   1.00000153  x   1.00027680  =   1.00027833
 LW3349
 LW3349|---------------------------------------------------------------------|
 LW3349| PID    Reference Object                     Distance      Geod. Az  |
 LW3349|                                                           dddmmss.s |
 LW3349| LW1756 WESTAIR 3                           270.794 METERS 00556     |
 LW3349| CB8658 WESTAIR 2 RM 4                       14.034 METERS 14703     |
 LW3349| LW3276 WESTAIR                             293.420 METERS 17825     |
 LW3349| CS4096 WESTAIR 2 RM 7                       13.998 METERS 22249     |
 LW3349| LW3277 FORT HILL NEW TANK                  APPROX. 1.6 KM 2252206.6 |
 LW3349| LW3350 WESTERLY 1969 AZ MK 1974            APPROX. 0.5 KM 2570853.1 |
 LW3349| LW3279 WESTERLY                            308.530 METERS 29537     |
 LW3349| CS4097 WESTAIR 2 RM 8                       13.198 METERS 33648     |
 LW3349| LW3286 WESTERLY STANDPIPE                  APPROX. 3.1 KM 3371751.4 |
 LW3349| CB8657 WESTAIR 2 RM 3                       18.079 METERS 34814     |
 LW3349|---------------------------------------------------------------------|
 LW3349
 LW3349                          SUPERSEDED SURVEY CONTROL
 LW3349
 LW3349  NAD 83(1992)-  41 20 55.80091(N)    071 48 10.73418(W) AD(       ) 2
 LW3349  NAD 83(1986)-  41 20 55.80005(N)    071 48 10.73599(W) AD(       ) 2
 LW3349  NAD 27      -  41 20 55.44126(N)    071 48 12.49211(W) AD(       ) 2
 LW3349  NGVD 29 (05/30/90)   21.15   (m)           69.4    (f) LEVELING    3  
 LW3349
 LW3349.Superseded values are not recommended for survey control.
 LW3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3349.See file dsdata.txt to determine how the superseded data were derived.
 LW3349
 LW3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6550081273(NAD 83)
 LW3349_MARKER: DH = HORIZONTAL CONTROL DISK
 LW3349_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW3349_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3349_STAMPING: WESTAIR 2 1974
 LW3349_MARK LOGO: NGS   
 LW3349_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW3349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW3349
 LW3349  HISTORY     - Date     Condition        Report By
 LW3349  HISTORY     - 1974     MONUMENTED       NGS
 LW3349  HISTORY     - 19741231 GOOD             NGS
 LW3349  HISTORY     - 1979     GOOD             NGS
 LW3349  HISTORY     - 1985     GOOD             NGS
 LW3349  HISTORY     - 1986     GOOD             RIGS
 LW3349  HISTORY     - 19941001 GOOD             USPSQD
 LW3349
 LW3349                          STATION DESCRIPTION
 LW3349
 LW3349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LW3349'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF WESTERLY, 1-1/2
 LW3349'MILES EAST OF THE RHODE ISLAND AND CONNECTICUT STATE LINE AND IS ON
 LW3349'THE SOUTHEAST SIDE OF RUNWAY ON THE WESTERLY STATE AIRPORT.
 LW3349'
 LW3349'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 1 AND
 LW3349'STATE HIGHWAY 91 IN THE EAST PART OF WESTERLY, GO SOUTHEAST ON
 LW3349'U.S. HIGHWAY 1 FOR 1.6 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, GO
 LW3349'SOUTHERLY ON AIRPORT ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT, TURN
 LW3349'LEFT, GO NORTHEAST FOR 0.25 MILE TO THE AIRPORT ADMINESTRATION
 LW3349'BUILDING AND PARKING LOT.  (STATION WESTERLY 1969 IS 85 FEET
 LW3349'SOUTHEAST OF THE SOUTHEAST CORNER OF ADMINESTRATION BUILDING) TO
 LW3349'REACH STATION FROM HERE OBTAIN PERMISSION FROM THE AIRPORT MANAGER.
 LW3349'GO SOUTH ACROSS RUNWAY AND TURN LEFT FOR ABOUT 300 YARD TO THE
 LW3349'STATION ON RIGHT.
 LW3349'
 LW3349'STATION MARK IS A STANDARD DISK SET IN DRILL HOLE IN OUTCROPPING
 LW3349'ROCK WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED WESTAIR
 LW3349'2 1974.  IT IS 236 FEET SOUTH-SOUTHEAST OF EDGE OF RUNWAY, 90 FEET
 LW3349'WEST-SOUTHWEST OF TRACK ROAD AND 4.0 FEET EAST OF WITNESS POST.
 LW3349'
 LW3349'REFERENCE MARK 3 IS A STANDARD DISK SET IN DRILL HOLE IN OUTCROPPING
 LW3349'ROCK WHICH PROJECTS ABOUT 5 INCHES AND IS STAMPED WESTAIR 2 1974
 LW3349'NO 3.  IT IS 179 FEET SOUTH-SOUTHEAST OF EDGE OF RUNWAY AND 3.6
 LW3349'FEET EAST OF WITNESS POST.
 LW3349'
 LW3349'REFERENCE MARK 4 IS A STANDARD DISK SET IN DRILL HOLE IN OUTCROPPING
 LW3349'ROCK WHICH PROJECTS ABOUT 5 INCHES AND IS STAMPED WESTAIR 2 1974
 LW3349'NO 4.  IT IS 80 FEET WEST-SOUTHWEST OF TRACK ROAD AND 2.7 FEET EAST
 LW3349'OF WITNESS POST.
 LW3349'
 LW3349'THE AZIMUTH MARK FOR WESTERLY 1969 MAY BE USED AS AZIMUTH FOR THIS
 LW3349'STATION.
 LW3349'
 LW3349'A WITNESS POST WAS SET BY EACH MARK.
 LW3349'
 LW3349'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LW3349
 LW3349                          STATION RECOVERY (1974)
 LW3349
 LW3349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LW3349'THE STATION IS LOCATED ON THE AIRPORT SW OF THE INTERSECTION OF THE
 LW3349'RUNWAYS AT THE END OF A STUB TAXIWAY.  THE STATION IS 7 FT (2.1 M) SW
 LW3349'OF AND SET ALONG THE SW PROJECTION OF THE NW EDGE OF THE TAXIWAY AND
 LW3349'1.7 FEET (0.5 M) BELOW GROUND.  THE STATION IS 3.9 FEET (1.2 M) EAST
 LW3349'OF A METAL WITNESS POST, AND 43.3 FEET (13.2 M) SOUTH OF RM 8.  THE
 LW3349'STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK SET IN ROCK AND
 LW3349'STAMPED WESTAIR 2 1974.
 LW3349
 LW3349                          STATION RECOVERY (1979)
 LW3349
 LW3349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW3349'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 LW3349'CONDITION.  THE AZIMUTH MARK FOR STATION WESTERLY 1969 HAD TO BE
 LW3349'RELOCATED AND THE NEW MARK WILL NO LONGER SEE THIS STATION.  THE 1974
 LW3349'DESCRIPTION IS ADEQUATE FOR RECOVERING THE STATION.
 LW3349
 LW3349                          STATION RECOVERY (1985)
 LW3349
 LW3349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW3349'THE STATION WAS RECOVERED AT THIS DATE.
 LW3349'THE STATION WAS RECOVERED AS DESCRIBED AND USED TO ESTABLISH
 LW3349'WESTAIR 3. WESTAIR 2 1974 WAS SCHEDULED TO BE DESTROYED BY A NEARBY
 LW3349'CONSTRUCTION PROJECT.
 LW3349'
 LW3349'EDM TIES WERE MADE TO WESTERLY 1969 AND WESTAIR 3.
 LW3349
 LW3349                          STATION RECOVERY (1986)
 LW3349
 LW3349'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW3349'THE STATION WAS RECOVERED AT THIS DATE.
 LW3349'DUE TO RECONSTRUCTION, RM 3 AND RM 4 WERE NOT RECOVERED AND MAY BE
 LW3349'LOST.  A NEW DESCRIPTION FOLLOWS.
 LW3349'
 LW3349'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHEAST OF WESTERLY.
 LW3349'OWNERSHIP--STATE OF RHODE ISLAND WESTERLY AIRPORT.
 LW3349'
 LW3349'THE STATION IS A STANDARD NGS DISK
 LW3349'STAMPED---WESTAIR 2 1974---,
 LW3349'SET INTO A DRILL HOLE IN AN OUTCROPPING OF ROCK,
 LW3349'RECESSED 0.6 METERS (2.0 FT) BELOW THE GROUND.  LOCATED
 LW3349'12.3 METERS (40.4 FT) NORTHWEST FROM THE SOUTH CORNER OF THE END OF
 LW3349'A TAXIWAY,
 LW3349'2.1 METERS (7.0 FT) WEST-SOUTHWEST FROM THE NORTH CORNER OF THE END
 LW3349'OF A TAXIWAY,
 LW3349'1.1 METERS (3.6 FT) EAST FROM THE CENTER OF THREE METAL WITNESS
 LW3349'POSTS.
 LW3349'
 LW3349'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW3349
 LW3349                          STATION RECOVERY (1994)
 LW3349
 LW3349'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1756 ***********************************************************************
 LW1756  PACS        -  This is a Primary Airport Control Station.
 LW1756  DESIGNATION -  WESTAIR 3
 LW1756  PID         -  LW1756
 LW1756  STATE/COUNTY-  RI/WASHINGTON
 LW1756  USGS QUAD   -  WATCH HILL (1984)
 LW1756
 LW1756                         *CURRENT SURVEY CONTROL
 LW1756  ___________________________________________________________________
 LW1756* NAD 83(1996)-  41 21 04.53289(N)    071 48 09.53013(W)     ADJUSTED  
 LW1756* NAVD 88     -        21.727  (meters)      71.28   (feet)  ADJUSTED  
 LW1756  ___________________________________________________________________
 LW1756  X           -   1,497,404.701 (meters)                     COMP
 LW1756  Y           -  -4,555,091.577 (meters)                     COMP
 LW1756  Z           -   4,191,779.839 (meters)                     COMP
 LW1756  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LW1756  ELLIP HEIGHT-          -8.88  (meters)          (06/04/02) GPS OBS
 LW1756  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW1756  DYNAMIC HT  -          21.720 (meters)      71.26  (feet)  COMP
 LW1756  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LW1756
 LW1756  HORZ ORDER  -  B
 LW1756  VERT ORDER  -  SECOND    CLASS II
 LW1756  ELLP ORDER  -  FOURTH    CLASS I
 LW1756
 LW1756.This mark is at Westerly State Airport (WST)
 LW1756
 LW1756.The horizontal coordinates were established by GPS observations
 LW1756.and adjusted by the National Geodetic Survey in May 2000..
 LW1756
 LW1756.The orthometric height was determined by differential leveling
 LW1756.and adjusted by the National Geodetic Survey in June 1991..
 LW1756
 LW1756.Photographs are available for this station.
 LW1756
 LW1756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW1756
 LW1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1756
 LW1756.The ellipsoidal height was determined by GPS observations
 LW1756.and is referenced to NAD 83.
 LW1756
 LW1756.The geoid height was determined by GEOID03.
 LW1756
 LW1756.The dynamic height is computed by dividing the NAVD 88
 LW1756.geopotential number by the normal gravity value computed on the
 LW1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1756.degrees latitude (g = 980.6199 gals.).
 LW1756
 LW1756.The modeled gravity was interpolated from observed gravity values.
 LW1756
 LW1756;                    North         East     Units Scale Factor Converg.
 LW1756;SPC RI       -    29,799.342    74,672.522   MT  1.00000164   -0 11 59.8
 LW1756;SPC RI       -    97,766.67    244,988.10   sFT  1.00000164   -0 11 59.8
 LW1756;SPC CT       -   210,354.416   384,079.131   MT  0.99998818   +0 37 41.3
 LW1756;SPC CT       -   690,137.78  1,260,099.62   sFT  0.99998818   +0 37 41.3
 LW1756;UTM  19      - 4,581,541.558   265,536.815   MT  1.00027659   -1 51 08.9
 LW1756
 LW1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1756!SPC RI       -   1.00000139  x   1.00000164  =   1.00000303
 LW1756!SPC CT       -   1.00000139  x   0.99998818  =   0.99998957
 LW1756!UTM  19      -   1.00000139  x   1.00027659  =   1.00027798
 LW1756
 LW1756|---------------------------------------------------------------------|
 LW1756| PID    Reference Object                     Distance      Geod. Az  |
 LW1756|                                                           dddmmss.s |
 LW1756| LW3349 WESTAIR 2                           270.794 METERS 18556     |
 LW1756| LW1755 WESTAIR 3 RM 5                       14.795 METERS 22219     |
 LW1756| LW1754 WESTAIR 3 RM 6                       20.625 METERS 31057     |
 LW1756|---------------------------------------------------------------------|
 LW1756
 LW1756                          SUPERSEDED SURVEY CONTROL
 LW1756
 LW1756  NAD 83(1996)-  41 21 04.53345(N)    071 48 09.52923(W) AD(       ) 2
 LW1756  NAD 83(1992)-  41 21 04.53210(N)    071 48 09.52841(W) AD(       ) 2
 LW1756  NAD 83(1986)-  41 21 04.53115(N)    071 48 09.53012(W) AD(       ) 2
 LW1756  NAD 27      -  41 21 04.17226(N)    071 48 11.28626(W) AD(       ) 2
 LW1756  NAVD 88 (05/22/00)   21.73   (m)           71.3    (f) LEVELING    3  
 LW1756  NGVD 29 (07/20/87)   22.0    (m)           72.     (f) VERT ANG       
 LW1756
 LW1756.Superseded values are not recommended for survey control.
 LW1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1756.See file dsdata.txt to determine how the superseded data were derived.
 LW1756
 LW1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6553781542(NAD 83)
 LW1756_MARKER: DH = HORIZONTAL CONTROL DISK
 LW1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1756_SP_SET: CONCRETE POST
 LW1756_STAMPING: WESTAIR 3 1985
 LW1756_MARK LOGO: NGS   
 LW1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1756+STABILITY: SURFACE MOTION
 LW1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1756+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LW1756
 LW1756  HISTORY     - Date     Condition        Report By
 LW1756  HISTORY     - 1985     MONUMENTED       NGS
 LW1756  HISTORY     - 1985     GOOD             NGS
 LW1756  HISTORY     - 19851231 GOOD             NGS
 LW1756  HISTORY     - 1986     GOOD             RIGS
 LW1756  HISTORY     - 19941001 GOOD             USPSQD
 LW1756  HISTORY     - 19990925 GOOD             WOOLPT
 LW1756  HISTORY     - 20050410 GOOD             CTGS
 LW1756
 LW1756                          STATION DESCRIPTION
 LW1756
 LW1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW1756'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 LW1756'SOUTHEAST OF WESTERLY, 2.4 KM (1.5 MI) EAST OF THE RHODE ISLAND AND
 LW1756'CONNECTICUT STATE LINE AND AT THE WESTERLY STATE AIRPORT, ON THE
 LW1756'NORTHEAST SIDE OF RUNWAYS 32 AND 14.
 LW1756'OWNERSHIP--STATE OF RHODE ISLAND, MR JAMES F BEAUREGARD, AIRPORT
 LW1756'MANAGER, AIRPORT ROAD, WESTERLY RHODE ISLAND 02891, PHONE
 LW1756'401-596-2357.
 LW1756'NOTE-CONTACT AIRPORT MANAGER BEFORE ENTERING AIRPORT.
 LW1756'
 LW1756'TO REACH THE STATION FROM WESTERLY STATE AIRPORT, AT THE OPERATIONS
 LW1756'BUILDING. FROM THE BUILDING GO NORTHEAST ON THE TAXISTRIP FOR 0.3
 LW1756'KM (0.2 MI) TO THE STATION ACROSS  RUNWAYS 32 AND 14.
 LW1756'
 LW1756'THE STATION IS A STANDARD NGS DISK
 LW1756'STAMPED---WESTAIR 3 1985---,
 LW1756'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1756'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1756'83.8 METERS (275 FT) NORTHWEST FROM THE NORTH EDGE OF RUNWAY 25,
 LW1756'25.1 METERS (82.5 FT) EAST FROM THE RUNWAY LIGHT NUMBER 24 AND
 LW1756'20.8 METERS (68.4 FT) EAST-NORTHEAST FROM THE EAST EDGE OF RUNWAY.
 LW1756'
 LW1756'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LW1756'STAMPED---WESTAIR 3 1985---,
 LW1756'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1756'
 LW1756'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK
 LW1756'STAMPED---WESTAIR 3 NO 5 1985---,
 LW1756'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1756'35 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 LW1756'15.4 METERS (50.6 FT) EAST-SOUTHEAST FROM THE RUNWAY LIGHT NUMBER
 LW1756'24 AND
 LW1756'6.0 METERS (19.6 FT) EAST-NORTHEAST FROM THE EAST EDGE OF RUNWAY
 LW1756'NUMBER 14.
 LW1756'MARK IS LEVEL WITH THE STATION.
 LW1756'
 LW1756'REFERENCE MARK NO. 6 IS A STANDARD NGS DISK
 LW1756'STAMPED---WESTAIR NO 6 1985---,
 LW1756'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1756'40 CM IN DIAMETER RECESSED 4 CM BELOW GROUND.  LOCATED
 LW1756'21.2 METERS (69.5 FT) NORTHEAST FROM THE RUNWAY LIGHT NUMBER 24 AND
 LW1756'21.1 METERS (69.2 FT) EAST-NORTHEAST FROM THE EAST EDGE OF RUNWAY
 LW1756'NUMBER 14.
 LW1756'MARK IS LEVEL WITH THE STATION.
 LW1756'
 LW1756'THE AZIMUTH MARK FOR WESTERLY 1969 WILL SEE IF NEEDED.
 LW1756
 LW1756                          STATION RECOVERY (1985)
 LW1756
 LW1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW1756'3.2 KM (2.0 MI) SE FROM WESTERLY.
 LW1756'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF WESTERLY,
 LW1756'2.4 KM (1.5 MI) EAST OF THE RHODE ISLAND AND CONNECTICUT STATE LINE
 LW1756'AND AT THE WESTERLY STATE AIRPORT, ON THE NORTHEAST SIDE OF RUNWAYS 32
 LW1756'AND 14.  OWNERSHIP--STATE OF RHODE ISLAND, MR JAMES F BEAUREGARD,
 LW1756'AIRPORT MANAGER, AIRPORT ROAD, WESTERLY RHODE ISLAND 02891, PHONE
 LW1756'401-596-2357.  NOTE-CONTACT AIRPORT MANAGER BEFORE ENTERING AIRPORT.
 LW1756'TO REACH THE STATION FROM WESTERLY STATE AIRPORT, AT THE OPERATIONS
 LW1756'BUILDING. FROM THE BUILDING GO NORTHEAST ON THE TAXISTRIP FOR 0.3 KM
 LW1756'(0.2 MI) TO THE STATION ACROSS  RUNWAYS 32 AND 14.  SET INTO THE TOP
 LW1756'OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW1756'LOCATED 83.8 METERS (275 FT) NORTHWEST FROM THE NORTH EDGE OF RUNWAY
 LW1756'25, 25.1 METERS (82.5 FT) EAST FROM THE RUNWAY LIGHT NUMBER 24 AND
 LW1756'20.8 METERS (68.4 FT) EAST-NORTHEAST FROM THE EAST EDGE OF RUNWAY.
 LW1756
 LW1756                          STATION RECOVERY (1985)
 LW1756
 LW1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW1756'THE STATION IS LOCATED ON THE AIRPORT NW OF THE INTERSECTION OF THE
 LW1756'RUNWAYS.  THE STATION IS 82.4 FEET (25.1 M) EAST OF THE SECOND RUNWAY
 LW1756'LIGHT NW OF THE RUNWAYS INTERSECTION 1T 24, 68.2 FEET (20.8 M) NE OF
 LW1756'THE EDGE OF RUNWAY 14-32, AND 277 FEET (84.4 M) NW OF THE RUNWAY
 LW1756'SHOULDER EDGE FOR RUNWAY 7-25.  THE STATION IS A STANDARD NGS
 LW1756'HORIZONTAL CONTROL DISK SET IN A CONCRETE POST FLUSH WITH THE GROUND
 LW1756'AND STAMPED WESTAIR 3 1985.
 LW1756
 LW1756                          STATION RECOVERY (1986)
 LW1756
 LW1756'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW1756'THE STATION WAS RECOVERED AT THIS DATE.
 LW1756'
 LW1756'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW1756
 LW1756                          STATION RECOVERY (1994)
 LW1756
 LW1756'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW1756'RECOVERED IN GOOD CONDITION.
 LW1756
 LW1756                          STATION RECOVERY (1999)
 LW1756
 LW1756'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LW1756'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS THE PRIMARY
 LW1756'AIRPORT CONTROL STATION.
 LW1756'THE STATION IS LOCATED APPROXIMATELY 6.5 MI (10.5 KM) EAST-NORTHEAST
 LW1756'OF STONINGTON, CT, 2.9 MI (4.7 KM) SOUTHEAST OF WESTERLY, RI, 2.35 MI
 LW1756'(3.78 KM) NORTHEAST OF AVONDALE, CT, AT THE WESTERLY STATE AIRPORT.
 LW1756'OWNERSHIP-- WESTERLY STATE AIRPORT, C/O TRACEY SMITH (AIRPORT MANAGER)
 LW1756', 56 AIRPORT ROAD, WESTERLY, RI, 02891.  PHONE NUMBER (401) 596-2357,
 LW1756'FAX NUMBER (401) 596-7586.  THIS STATION REQUIRES 24 HOUR NOTICE TO
 LW1756'ACCESS.
 LW1756'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 1 AND
 LW1756'STATE HIGHWAY 91 IN WESTERLY, RI, PROCEED SOUTHEASTERLY ON U.S.  1 FOR
 LW1756'1.55 MI (2.49 KM) TO A PAVED SIDE ROAD ON THE RIGHT AND A SIGN FOR THE
 LW1756'WESTERLY STATE AIRPORT.  TURN RIGHT AND PROCEED SOUTHWEST FOR 0.6 MI
 LW1756'(1.0 KM) TO A ROAD ON THE LEFT LEADING TO THE AIRPORT.  TURN LEFT AND
 LW1756'GO EAST AND NORTH EAST FOR 0.25 MI (0.40 KM) TO THE TERMINAL BUILDING
 LW1756'ON THE RIGHT AND THE PARKING LOT STRAIGHT AHEAD.  FROM THE TERMINAL
 LW1756'PROCEED EASTERLY TO THE JUNCTION OF THE TWO RUNWAYS, AND THE STATION
 LW1756'TO THE NORTHWEST.
 LW1756'THE STATION IS A STANDARD NGS HORIZONTAL DISK SET IN CONCRETE FLUSH
 LW1756'WITH THE GROUND AND IS STAMPED--WESTAIR 3 1935--.  THE STATION IS
 LW1756'LOCATED 76.6 M (251.3 FT) FROM THE EDGE OF RUNWAY 25 AT A MAGNETIC
 LW1756'COMPASS AZIMUTH OF 312 DEGREES, 36.07 M (118.34 FT) FROM THE NORTH
 LW1756'CORNER OF THE BASE FOR RUNWAY SIGN 25.7 AT A MAGNETIC COMPASS AZIMUTH
 LW1756'OF 348 DEGREES, 18.57 M (60.93 FT) FROM THE EDGE OF RUNWAY 14 AT A
 LW1756'MAGNETIC COMPASS AZIMUTH OF 44 DEGREES, AND 14.28 M (46.85 FT) FROM
 LW1756'REFERENCE MARK 5 AT A MAGNETIC COMPASS AZIMUTH OF 44 DEGREES.  THIS
 LW1756'STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 LW1756
 LW1756                          STATION RECOVERY (2005)
 LW1756
 LW1756'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LW1756'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1755 ***********************************************************************
 LW1755  DESIGNATION -  WESTAIR 3 RM 5
 LW1755  PID         -  LW1755
 LW1755  STATE/COUNTY-  RI/WASHINGTON
 LW1755  USGS QUAD   -  WATCH HILL (1984)
 LW1755
 LW1755                         *CURRENT SURVEY CONTROL
 LW1755  ___________________________________________________________________
 LW1755* NAD 83(1986)-  41 21 04.     (N)    071 48 09.     (W)     SCALED    
 LW1755* NAVD 88     -        21.874  (meters)      71.76   (feet)  ADJUSTED  
 LW1755  ___________________________________________________________________
 LW1755  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW1755  DYNAMIC HT  -          21.866 (meters)      71.74  (feet)  COMP
 LW1755  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LW1755
 LW1755  VERT ORDER  -  SECOND    CLASS II
 LW1755
 LW1755.This mark is at Westerly State Airport (WST)
 LW1755
 LW1755.The horizontal coordinates were scaled from a topographic map and have
 LW1755.an estimated accuracy of +/- 6 seconds.
 LW1755
 LW1755.The orthometric height was determined by differential leveling
 LW1755.and adjusted by the National Geodetic Survey in June 1991..
 LW1755
 LW1755.The geoid height was determined by GEOID03.
 LW1755
 LW1755.The dynamic height is computed by dividing the NAVD 88
 LW1755.geopotential number by the normal gravity value computed on the
 LW1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1755.degrees latitude (g = 980.6199 gals.).
 LW1755
 LW1755.The modeled gravity was interpolated from observed gravity values.
 LW1755
 LW1755;                    North         East    Units  Estimated Accuracy
 LW1755;SPC RI       -    29,780.       74,690.      MT  (+/- 180 meters Scaled)
 LW1755
 LW1755                          SUPERSEDED SURVEY CONTROL
 LW1755
 LW1755.No superseded survey control is available for this station.
 LW1755
 LW1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF655815(NAD 83)
 LW1755_MARKER: DR = REFERENCE MARK DISK
 LW1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1755_SP_SET: CONCRETE POST
 LW1755_STAMPING: WESTAIR 3 NO 5 1985
 LW1755_MARK LOGO: NGS   
 LW1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1755+STABILITY: SURFACE MOTION
 LW1755
 LW1755  HISTORY     - Date     Condition        Report By
 LW1755  HISTORY     - 1985     MONUMENTED       NGS
 LW1755  HISTORY     - 19941001 GOOD             USPSQD
 LW1755
 LW1755                          STATION DESCRIPTION
 LW1755
 LW1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LW1755'3.2 KM (2.0 MI) SE FROM WESTERLY.
 LW1755'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF WESTERLY,
 LW1755'2.4 KM (1.5 MI) EAST OF THE RHODE ISLAND AND CONNECTICUT STATE LINE
 LW1755'AND AT THE WESTERLY STATE AIRPORT, ON THE NORTHEAST SIDE OF RUNWAYS 32
 LW1755'AND 14.  OWNERSHIP--STATE OF RHODE ISLAND, MR JAMES F BEAUREGARD,
 LW1755'AIRPORT MANAGER, AIRPORT ROAD, WESTERLY RHODE ISLAND 02891, PHONE
 LW1755'401-596-2357.  NOTE-CONTACT AIRPORT MANAGER BEFORE ENTERING AIRPORT.
 LW1755'TO REACH THE STATION FROM WESTERLY STATE AIRPORT, AT THE OPERATIONS
 LW1755'BUILDING. FROM THE BUILDING GO NORTHEAST ON THE TAXISTRIP FOR 0.3 KM
 LW1755'(0.2 MI) TO THE STATION ACROSS  RUNWAYS 32 AND 14.  SET INTO THE TOP
 LW1755'OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER RECESSED 3 CM BELOW THE
 LW1755'GROUND.  LOCATED 15.4 METERS (50.6 FT) EAST-SOUTHEAST FROM RUNWAY
 LW1755'LIGHT NUMBER 24 AND 6.0 METERS (19.6 FT) EAST-NORTHEAST FROM THE EAST
 LW1755'EDGE OF RUNWAY NUMBER 14.  MARK IS LEVEL WITH THE STATION.
 LW1755
 LW1755                          STATION RECOVERY (1994)
 LW1755
 LW1755'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW1755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1754 ***********************************************************************
 LW1754  DESIGNATION -  WESTAIR 3 RM 6
 LW1754  PID         -  LW1754
 LW1754  STATE/COUNTY-  RI/WASHINGTON
 LW1754  USGS QUAD   -  WATCH HILL (1984)
 LW1754
 LW1754                         *CURRENT SURVEY CONTROL
 LW1754  ___________________________________________________________________
 LW1754* NAD 83(1986)-  41 21 04.     (N)    071 48 09.     (W)     SCALED    
 LW1754* NAVD 88     -        21.400  (meters)      70.21   (feet)  ADJUSTED  
 LW1754  ___________________________________________________________________
 LW1754  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW1754  DYNAMIC HT  -          21.392 (meters)      70.18  (feet)  COMP
 LW1754  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LW1754
 LW1754  VERT ORDER  -  SECOND    CLASS II
 LW1754
 LW1754.This mark is at Westerly State Airport (WST)
 LW1754
 LW1754.The horizontal coordinates were scaled from a topographic map and have
 LW1754.an estimated accuracy of +/- 6 seconds.
 LW1754
 LW1754.The orthometric height was determined by differential leveling
 LW1754.and adjusted by the National Geodetic Survey in June 1991..
 LW1754
 LW1754.The geoid height was determined by GEOID03.
 LW1754
 LW1754.The dynamic height is computed by dividing the NAVD 88
 LW1754.geopotential number by the normal gravity value computed on the
 LW1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1754.degrees latitude (g = 980.6199 gals.).
 LW1754
 LW1754.The modeled gravity was interpolated from observed gravity values.
 LW1754
 LW1754;                    North         East    Units  Estimated Accuracy
 LW1754;SPC RI       -    29,780.       74,690.      MT  (+/- 180 meters Scaled)
 LW1754
 LW1754                          SUPERSEDED SURVEY CONTROL
 LW1754
 LW1754.No superseded survey control is available for this station.
 LW1754
 LW1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF655815(NAD 83)
 LW1754_MARKER: DR = REFERENCE MARK DISK
 LW1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1754_SP_SET: CONCRETE POST
 LW1754_STAMPING: WESTAIR 3 NO 6 1985
 LW1754_MARK LOGO: NGS   
 LW1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1754+STABILITY: SURFACE MOTION
 LW1754
 LW1754  HISTORY     - Date     Condition        Report By
 LW1754  HISTORY     - 1985     MONUMENTED       NGS
 LW1754  HISTORY     - 19941001 GOOD             USPSQD
 LW1754
 LW1754                          STATION DESCRIPTION
 LW1754
 LW1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LW1754'3.2 KM (2.0 MI) SE FROM WESTERLY.
 LW1754'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF WESTERLY,
 LW1754'2.4 KM (1.5 MI) EAST OF THE RHODE ISLAND AND CONNECTICUT STATE LINE
 LW1754'AND AT THE WESTERLY STATE AIRPORT, ON THE NORTHEAST SIDE OF RUNWAYS 32
 LW1754'AND 14.  OWNERSHIP--STATE OF RHODE ISLAND, MR JAMES F BEAUREGARD,
 LW1754'AIRPORT MANAGER, AIRPORT ROAD, WESTERLY RHODE ISLAND 02891, PHONE
 LW1754'401-596-2357.  NOTE-CONTACT AIRPORT MANAGER BEFORE ENTERING AIRPORT.
 LW1754'TO REACH THE STATION FROM WESTERLY STATE AIRPORT, AT THE OPERATIONS
 LW1754'BUILDING. FROM THE BUILDING GO NORTHEAST ON THE TAXISTRIP FOR 0.3 KM
 LW1754'(0.2 MI) TO THE STATION ACROSS  RUNWAYS 32 AND 14.  SET INTO THE TOP
 LW1754'OF A ROUND CONCRETE MONUMENT 40 CM IN DIAMETER RECESSED 4 CM BELOW THE
 LW1754'GROUND.  LOCATED 21.2 METERS (69.5 FT) NORTHEAST FROM RUNWAY LIGHT
 LW1754'NUMBER 24 AND 21.2 METERS (69.2 FT) EAST-NORTHEAST FROM THE EAST EDGE
 LW1754'OF RUNWAY NUMBER 14.  THE MARK IS LEVEL WITH THE STATION.
 LW1754
 LW1754                          STATION RECOVERY (1994)
 LW1754
 LW1754'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW1754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3279 ***********************************************************************
 LW3279  DESIGNATION -  WESTERLY
 LW3279  PID         -  LW3279
 LW3279  STATE/COUNTY-  RI/WASHINGTON
 LW3279  USGS QUAD   -  WATCH HILL (1984)
 LW3279
 LW3279                         *CURRENT SURVEY CONTROL
 LW3279  ___________________________________________________________________
 LW3279* NAD 83(1996)-  41 21 00.12609(N)    071 48 22.70232(W)     ADJUSTED  
 LW3279* NAVD 88     -        20.11   (+/-2cm)      66.0    (feet)  VERTCON   
 LW3279  ___________________________________________________________________
 LW3279  X           -   1,497,141.478 (meters)                     COMP
 LW3279  Y           -  -4,555,271.386 (meters)                     COMP
 LW3279  Z           -   4,191,676.733 (meters)                     COMP
 LW3279  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LW3279  ELLIP HEIGHT-         -10.47  (meters)          (06/13/02) GPS OBS
 LW3279  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW3279
 LW3279  HORZ ORDER  -  FIRST
 LW3279  VERT ORDER  -  THIRD ? (See Below)
 LW3279  ELLP ORDER  -  FOURTH    CLASS II
 LW3279
 LW3279.This mark is at Westerly State Airport (WST)
 LW3279
 LW3279.The horizontal coordinates were established by classical geodetic methods
 LW3279.and adjusted by the National Geodetic Survey in August 1998..
 LW3279
 LW3279.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3279.The vertical order pertains to the NGVD 29 superseded value.
 LW3279
 LW3279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW3279
 LW3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3279
 LW3279.The ellipsoidal height was determined by GPS observations
 LW3279.and is referenced to NAD 83.
 LW3279
 LW3279.The geoid height was determined by GEOID03.
 LW3279
 LW3279;                    North         East     Units Scale Factor Converg.
 LW3279;SPC RI       -    29,664.467    74,365.837   MT  1.00000183   -0 12 08.5
 LW3279;SPC RI       -    97,324.17    243,981.92   sFT  1.00000183   -0 12 08.5
 LW3279;SPC CT       -   210,215.124   383,774.432   MT  0.99998825   +0 37 32.6
 LW3279;SPC CT       -   689,680.79  1,259,099.95   sFT  0.99998825   +0 37 32.6
 LW3279;UTM  19      - 4,581,415.548   265,226.283   MT  1.00027839   -1 51 17.5
 LW3279
 LW3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3279!SPC RI       -   1.00000164  x   1.00000183  =   1.00000347
 LW3279!SPC CT       -   1.00000164  x   0.99998825  =   0.99998989
 LW3279!UTM  19      -   1.00000164  x   1.00027839  =   1.00028003
 LW3279
 LW3279|---------------------------------------------------------------------|
 LW3279| PID    Reference Object                     Distance      Geod. Az  |
 LW3279|                                                           dddmmss.s |
 LW3279| LW1002 WESTERLY RM 1                         9.628 METERS 05310     |
 LW3279| LW5741 TBM WESTERLY TP 1                   166.893 METERS 05643     |
 LW3279| LW1756 WESTAIR 3                           335.032 METERS 06604     |
 LW3279| LW3349 WESTAIR 2                           308.530 METERS 11537     |
 LW3279| LW3276 WESTAIR                             APPROX. 0.5 KM 1460825.5 |
 LW3279| LW3277 FORT HILL NEW TANK                  APPROX. 1.6 KM 2144022.2 |
 LW3279| LW1758 WESTERLY AZ MK 1969 1979            APPROX. 0.7 KM 2155935.1 |
 LW3279| LW3350 WESTERLY 1969 AZ MK 1974            343.644 METERS 22312     |
 LW3279| LW1003 D 18                                 25.025 METERS 29654     |
 LW3279|---------------------------------------------------------------------|
 LW3279
 LW3279                          SUPERSEDED SURVEY CONTROL
 LW3279
 LW3279  ELLIP H (08/17/98)  -10.44   (m)                       GP(       ) 4 1
 LW3279  NAD 83(1992)-  41 21 00.12474(N)    071 48 22.70149(W) AD(       ) 1
 LW3279  ELLIP H (01/17/96)  -10.52   (m)                       GP(       ) 4 2
 LW3279  NAD 83(1986)-  41 21 00.12382(N)    071 48 22.70335(W) AD(       ) 1
 LW3279  NAD 27      -  41 20 59.76498(N)    071 48 24.45884(W) AD(       ) 1
 LW3279  NGVD 29 (05/30/90)   20.40   (m)           66.9    (f) LEVELING    3  
 LW3279
 LW3279.Superseded values are not recommended for survey control.
 LW3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3279.See file dsdata.txt to determine how the superseded data were derived.
 LW3279
 LW3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6522681416(NAD 83)
 LW3279_MARKER: DS = TRIANGULATION STATION DISK
 LW3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3279_SP_SET: CONCRETE POST
 LW3279_STAMPING: WESTERLY 1969
 LW3279_MARK LOGO: CGS   
 LW3279_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3279+STABILITY: SURFACE MOTION
 LW3279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3279+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1989
 LW3279
 LW3279  HISTORY     - Date     Condition        Report By
 LW3279  HISTORY     - 1969     MONUMENTED       CGS
 LW3279  HISTORY     - 1969     GOOD             CGS
 LW3279  HISTORY     - 1974     GOOD             NGS
 LW3279  HISTORY     - 1979     GOOD             NGS
 LW3279  HISTORY     - 1985     GOOD             NGS
 LW3279  HISTORY     - 1986     GOOD             RIGS
 LW3279  HISTORY     - 19880610 GOOD             NGS
 LW3279  HISTORY     - 19890402 GOOD             RIGS
 LW3279  HISTORY     - 1990     GOOD             USPSQD
 LW3279
 LW3279                          STATION DESCRIPTION
 LW3279
 LW3279'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3279'THE STATION IS LOCATED AT THE WESTERLY STATE AIRPORT,
 LW3279'ABOUT 2 MILES SOUTHEAST OF WESTERLY AND ABOUT 1-1/2
 LW3279'MILES EAST OF THE RHODE ISLAND-CONNECTICUT STATE LINE
 LW3279'ON PROPERTY OWNED BY THE WESTERLY STATE AIRPORT.
 LW3279'
 LW3279'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 LW3279'1 AND STATE HIGHWAY 91 (TOWER ST., GRANITE ST. AND WARD
 LW3279'AVE.) IN THE EAST PART OF WESTERLY, GO SOUTHEASTERLY
 LW3279'ON U.S. 1 FOR 1.55 MILES TO A SIDE ROAD RIGHT AND A SIGN
 LW3279'WESTERLY AIRPORT.  TURN RIGHT AND GO SOUTHWEST FOR
 LW3279'0.6 MILE TO A ROAD LEFT LEADING TO THE AIRPORT.  TURN LEFT,
 LW3279'GO EAST AND NORTHEAST FOR 0.25 MILE TO THE OPERATIONS
 LW3279'BUILDING ON THE RIGHT, PARKING LOT ENTRANCE STRAIGHT
 LW3279'AHEAD AND THE STATION ON THE RIGHT.
 LW3279'
 LW3279'THE STATION MARK IS A STANDARD DISK STAMPED WESTERLY
 LW3279'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LW3279'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 LW3279'IS 74.3 FEET EAST OF THE NORTHEAST CORNER OF THE
 LW3279'OPERATIONS BUILDING, 51.0 FEET SOUTHWEST OF THE SOUTH CORNER OF
 LW3279'A WEATHER STAND, 40 FEET NORTHWEST OF THE NORTHEAST-SOUTHWEST
 LW3279'TAXI STRIP AND 16 FEET SOUTH OF THE SOUTHEAST SIDE OF THE PARKING
 LW3279'LOT.
 LW3279'
 LW3279'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WESTERLY NO
 LW3279'1 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LW3279'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 LW3279'39.6 FEET NORTHWEST OF THE TAXI STRIP, 19 FEET
 LW3279'SOUTHWEST OF THE SOUTH CORNER OF THE WEATHER STAND AND
 LW3279'9 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF PARKING LOT.
 LW3279'
 LW3279'BM D 18 IS A STANDARD BENCH MARK DISK STAMPED D
 LW3279'18 1965, CEMENTED IN A DRILL HOLE IN A 4.2 FOOT LONG
 LW3279'BY 2 FOOT WIDE BY 2.8 FOOT HIGH CONCRETE BANNISTER
 LW3279'AT THE NORTHEAST END OF THE OPERATIONS BUILDING.  IT
 LW3279'IS 46 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF PARKING LOT,
 LW3279'19.8 FEET SOUTH OF STEEL POST AT THE ENTRANCE TO THE OPERATIONS
 LW3279'BUILDING, 11.9 FEET NORTH OF THE NORTHEAST CORNER OF THE
 LW3279'OPERATIONS BUILDING AND 10.3 FEET EAST OF THE CENTER OF
 LW3279'DOOR WAY TO OPERATIONS BUILDING.
 LW3279'
 LW3279'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WESTERLY
 LW3279'1969, CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK.  IT
 LW3279'IS FLUSH WITH THE SURROUNDING AREA.  IT IS 48.3 FEET SOUTHEAST
 LW3279'OF AN 8-INCH TREE AND 26 FEET NORTHEAST OF A LARGE BOULDER WITH
 LW3279'BM INSCRIBED ON IT AND 3.6 FEET EAST-SOUTHEAST OF A METAL
 LW3279'WITNESS POST.
 LW3279'
 LW3279'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST
 LW3279'ACROSS TAXI STRIP FOR 0.25 MILE TO THE EAST OF TWO HANGERS TO A
 LW3279'LOW RISE AND BRUSHY AREA AND THE AZIMUTH MARK.
 LW3279'
 LW3279'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LW3279
 LW3279                          STATION RECOVERY (1969)
 LW3279
 LW3279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LW3279'RECOVERED IN GOOD CONDITION.
 LW3279
 LW3279                          STATION RECOVERY (1974)
 LW3279
 LW3279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LW3279'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND
 LW3279'BENCH MARK D 18 1965 WERE RECOVERED AS DESCRIBED
 LW3279'IN THE 1969 DESCRIPTION AND ALL MARKS WERE FOUND TO BE
 LW3279'IN GOOD CONDITION.
 LW3279'
 LW3279'THE DISTANCE AND DIRECTIONS TO ALL MARKS WERE CHECKED
 LW3279'WITH THE 1969 DATA.
 LW3279'
 LW3279'THE 1969 TO REACH THE STATION AND DESCRIPTION IS ADEQUATE.
 LW3279'
 LW3279'STATION WESTAIR 2 WAS ESTABLISHED AT THIS TIME TO
 LW3279'REPLACE STATION WESTAIR 1969 WHICH IS DESTROYED BY
 LW3279'CONSTRUCTION.
 LW3279'
 LW3279'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LW3279'
 LW3279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3279'2 MILES SOUTHEAST OF WESTERLY.
 LW3279
 LW3279                          STATION RECOVERY (1979)
 LW3279
 LW3279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW3279'THE STATION MARK, REFERENCE MARK 1, BENCH MARK D 18 AND THE AZIMUTH
 LW3279'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 LW3279'TO THE MARKS CHECKED.  THE AZIMUTH MARK WAS IN THE WAY OF CONSTRUCTION
 LW3279'WORK.  A NEW AZIMUTH MARK WAS ESTABLISHED AND THE OLD AZIMUTH MARK WAS
 LW3279'DESTROYED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 LW3279'
 LW3279'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF WESTERLY, AT THE
 LW3279'WESTERLY STATE AIRPORT AND ON PROPERTY OWNED BY THE AIRPORT.
 LW3279'
 LW3279'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 LW3279'HIGHWAY 78 ABOUT 1.5 MILES SOUTHEAST OF WESTERLY, GO SOUTHWEST ON A
 LW3279'PAVED ROAD FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON
 LW3279'A PAVED ROAD FOR 0.25 MILE TO THE AIRPORT OPERATIONS BUILDING AND THE
 LW3279'STATION ON THE RIGHT.
 LW3279'
 LW3279'THE STATION MARK STAMPED---WESTERLY 1969---IS A STANDARD DISK SET IN
 LW3279'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LW3279'GROUND.  IT IS 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LW3279'BUILDING, 51 FEET SOUTHWEST OF A WEATHER VANE AND 15 FEET
 LW3279'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A PARKING LOT.
 LW3279'
 LW3279'REFERENCE MARK 1 STAMPED---WESTERLY NO 1 1969---IS A STANDARD DISK
 LW3279'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 LW3279'THE GROUND.  IT IS 23 FEET EAST OF THE SOUTHWEST CORNER OF THE PARKING
 LW3279'LOT, 19 FEET SOUTHWEST OF THE WEATHER VANE AND 11 FEET SOUTH-SOUTHEAST
 LW3279'OF THE SOUTH EDGE OF THE PARKING LOT.
 LW3279'
 LW3279'BENCH MARK D 18 STAMPED---D 18 1965---IS A STANDARD BENCH MARK DISK
 LW3279'CEMENTED IN A DRILL HOLE IN THE CONCRETE BANISTER OF THE STEPS
 LW3279'LEADING TO THE BUILDING.  IT IS 12 FEET NORTH OF THE SOUTHEAST CORNER
 LW3279'OF THE BUILDING AND 8 FEET SOUTH OF THE CENTER OF THE STEPS.
 LW3279'
 LW3279'THE AZIMUTH MARK STAMPED---WESTERLY 1969 1979---IS A STANDARD DISK
 LW3279'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS 3 INCHES.  IT
 LW3279'IS 210 FEET WEST OF THE SOUTHWEST END OF THE RUNWAY AND 68 FEET SOUTH
 LW3279'OF A GROUP OF LANDING LIGHTS.
 LW3279'
 LW3279'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THE TAXI
 LW3279'STRIP FOR 0.4 MILE TO THE END OF THE RUNWAY AND THE MARK AS DESCRIBED.
 LW3279
 LW3279                          STATION RECOVERY (1985)
 LW3279
 LW3279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW3279'THE STATION WAS RECOVERED AT THIS DATE.
 LW3279'THE STATION MARK, REFERENCE MARK 1, BM D 18 1965 WERE RECOVERED IN
 LW3279'GOOD CONDITION, AN AZIMUTH WAS SET IN 1979, NO DATA FOR IT. THE
 LW3279'DISTANCE TO BOTH MARKS COMPARED WITH 1969 DATA, ALSO THE DIRECTION
 LW3279'BETWEEN MARKS COMPARED. A NEW TO REACH FOLLOWS.
 LW3279'
 LW3279'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 LW3279'SOUTHEAST OF WESTERLY, 2.4 KM (1.5 MI) EAST OF THE RHODE ISLAND AND
 LW3279'CONNECTICUT STATE LINE AND AT THE WESTERLY STATE AIRPORT.
 LW3279'OWNERSHIP--STATE OF RHODE ISLAND, MR JAMES F BEAUREGARD, AIRPORT
 LW3279'MANAGER, AIRPORT ROAD, WESTERLY RHODE ISLAND 02891, PHONE
 LW3279'401-596-2357. NOTE-CONTACT THE AIRPORT MANAGER BEFORE ENTERING
 LW3279'AIRPORT.
 LW3279'
 LW3279'TO REACH THE STATION FROM WESTERLY STATE AIRPORT, STATION IS JUST
 LW3279'SOUTHEAST OF THE OPERATIONS BUILDING.
 LW3279'
 LW3279'THE STATION IS A STANDARD NGS DISK
 LW3279'STAMPED---WESTERLY 1969---,
 LW3279'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW3279'30 CM IN DIAMETER PROJECTING 2.5 CM ABOVE GROUND.  LOCATED
 LW3279'22.6 METERS (74.3 FT) EAST FROM THE NORTHEAST CORNER OF THE
 LW3279'OPERTATIONS BUILDING,
 LW3279'15.4 METERS (51.0 FT) SOUTHWEST FROM THE SOUTH CORNER OF A WEATHER
 LW3279'STAND AND
 LW3279'4.9 METERS (16.0 FT) SOUTH FROM THE SOUTHEAST SIDE OF THE PARKING
 LW3279'LOT.
 LW3279'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LW3279'STAMPED---WESTERLY 1969---,
 LW3279'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW3279'
 LW3279'REFERENCE MARK NO. 1 IS A STANDARD USC+GS DISK STAMPED---WESTERLY
 LW3279'NO 1 1969---.
 LW3279'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER,
 LW3279'FLUSH WITH GROUND.
 LW3279'LOCATED 12.1 METERS (39.6 FT) NORTHWEST FROM A TAXISTRIP,
 LW3279'5.8 METERS (19.0 FT) SOUTHWEST FROM THE SOUTH CORNER OF A WEATHER
 LW3279'STAND AND 2.7 METERS (9.0 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF
 LW3279'A PARKING LOT.
 LW3279'LEVEL WITH STATION.
 LW3279'
 LW3279'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LW3279'STAMPED---D 18 1965---,
 LW3279'SET INTO A DRILL HOLE IN A 4.2 FOOT LONG BY 2 FOOT WIDE BY 2.8 FOOT
 LW3279'HIGH CONCRETE BANNISTER AT THE NORTHEAST END OF THE OPERATIONS
 LW3279'BUILDING. LOCATED
 LW3279'14.0 METERS (46.0 FT) SOUTHWEST FROM THE SOUTHWEST SIDE OF A
 LW3279'PARKING LOT,
 LW3279'6.0 METERS (19.8 FT) SOUTH FROM THE STEEL POST AT THE ENTRANCE TO
 LW3279'THE OPERATIONS BUILDING,
 LW3279'3.6 METERS (11.9 FT) NORTH FROM THE NORTHEAST CORNER OF THE
 LW3279'OPERATIONS BUILDING AND
 LW3279'3.1 METERS (10.3 FT) EAST FROM THE CENTER OF THE DOORWAY TO
 LW3279'OPERATIONS BUILDING.
 LW3279'MARK IS 1.0 METER ABOVE THE STATION.
 LW3279'
 LW3279'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 LW3279'STAMPED---WESTERLY 1969 1979---,
 LW3279'SET INTO DRILL HOLE IN ROCK OUTCROP. LOCATED
 LW3279'64.6 METERS (212.0 FT) WEST-SOUTHWEST FROM A SMALL MANHOLE COVER AT
 LW3279'THE SOUTHWEST EDGE OF RUNWAY 7 AND
 LW3279'20.6 METERS (67.5 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A SHORT
 LW3279'POLE WITH RUNWAY LIGHTS ATOP.
 LW3279'TO REACH THE AZIMUTH FROM THE STATION,
 LW3279'GO WEST FOR 0.6 KM (0.4 MI) ON THE TAXISTRIP ALONG THE RUNWAY AND
 LW3279'PAST THE END OF RUNWAY 7 TO THE AZIMUTH.
 LW3279'
 LW3279'AN EDM DISTANCE WAS MADE TO THE AZIMUTH.
 LW3279
 LW3279                          STATION RECOVERY (1986)
 LW3279
 LW3279'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW3279'THE STATION WAS RECOVERED AT THIS DATE.
 LW3279'
 LW3279'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW3279
 LW3279                          STATION RECOVERY (1988)
 LW3279
 LW3279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LW3279'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 LW3279'FOLLOWS.
 LW3279'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHEAST OF WESTERLY,
 LW3279'2.4 KM (1.50 MI) EAST OF THE CONNECTICUT STATE LINE, AT THE WESTERLY
 LW3279'STATE AIRPORT,  NEAR THE SOUTHEAST CORNER OF THE OPERATIONS BUILDING.
 LW3279'OWNERSHIP--STATE OF RHODE ISLAND, C/O AIRPORT MANAGER JIM BEAUREGARD,
 LW3279'WESTERLY RI 02891.  PHONE 401 596-2357.
 LW3279'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 LW3279'HIGHWAY 91, TOWER STREET, GRANIT STREET AND WARD AVENUE, GO SOUTHEAST
 LW3279'FOR 2.3 KM (1.45 MI) ON HIGHWAY 1 TO THE JUNCTION OF STATE HIGHWAY 78
 LW3279'ON THE LEFT AND A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 LW3279'SOUTHWEST FOR 0.9 KM (0.55 MI) ON THE PAVED ROAD TO A PAVED ROAD ON
 LW3279'THE LEFT.  TURN LEFT AND GO EAST THEN NORTHEAST FOR 0.4 KM (0.25 MI)
 LW3279'ON THE PAVED ROAD TO THE PAVED DRIVE ON THE EAST SIDE OF THE
 LW3279'OPERATIONS BUILDING.  TURN RIGHT AND GO SOUTHEAST FOR 68 M (223.1 FT)
 LW3279'TO THE STATION ON THE NORTHEAST SIDE OF THE PAVED DRIVE.
 LW3279'THE STATION IS A STANDARD CGS DISK SET INTO THE TOP OF A ROUND
 LW3279'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.
 LW3279'LOCATED ABOUT 50 M (164.0 FT) SOUTH FROM THE BEACON, 22.7 M (74.5 FT)
 LW3279'SOUTHEAST FROM THE EAST CORNER OF THE OPERATIONS BUILDING, 12.2 M
 LW3279'(40.0 FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF THE PAVED PARKING
 LW3279'AREA, 4.7 M (15.4 FT) SOUTH-SOUTHWEST FROM THE SOUTH CORNER OF THE
 LW3279'CHAIN LINK FENCE AROUND THE PAVED PARKING LOT, AND 1.5 M (4.9 FT)
 LW3279'EAST-NORTHEAST FROM THE EAST EDGE OF THE PAVED AIRPLANE PARKING AREA.
 LW3279'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 LW3279
 LW3279                          STATION RECOVERY (1989)
 LW3279
 LW3279'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW3279'RECOVERED IN GOOD CONDITION.
 LW3279
 LW3279                          STATION RECOVERY (1990)
 LW3279
 LW3279'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW3279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3075 ***********************************************************************
 LW3075  DESIGNATION -  WESTERLY 1873
 LW3075  PID         -  LW3075
 LW3075  STATE/COUNTY-  RI/WASHINGTON
 LW3075  USGS QUAD   -  QUONOCHONTAUG (1975)
 LW3075
 LW3075                         *CURRENT SURVEY CONTROL
 LW3075  ___________________________________________________________________
 LW3075* NAD 83(1996)-  41 21 59.67691(N)    071 40 51.22871(W)     ADJUSTED  
 LW3075* NAVD 88     -        20.12   (+/-2cm)      66.0    (feet)  VERTCON   
 LW3075  ___________________________________________________________________
 LW3075  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 LW3075  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LW3075
 LW3075  HORZ ORDER  -  THIRD
 LW3075  VERT ORDER  -  THIRD ? (See Below)
 LW3075
 LW3075.The horizontal coordinates were established by classical geodetic methods
 LW3075.and adjusted by the National Geodetic Survey in August 1998..
 LW3075
 LW3075.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3075.The vertical order pertains to the NGVD 29 superseded value.
 LW3075
 LW3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3075
 LW3075.The geoid height was determined by GEOID03.
 LW3075
 LW3075;                    North         East     Units Scale Factor Converg.
 LW3075;SPC RI       -    31,472.133    84,864.936   MT  0.99999657   -0 07 10.4
 LW3075;SPC RI       -   103,254.82    278,427.71   sFT  0.99999657   -0 07 10.4
 LW3075;SPC CT       -   212,174.349   394,246.187   MT  0.99998737   +0 42 32.0
 LW3075;SPC CT       -   696,108.68  1,293,456.03   sFT  0.99998737   +0 42 32.0
 LW3075;UTM  19      - 4,582,920.031   275,775.780   MT  1.00021878   -1 46 20.9
 LW3075
 LW3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3075!SPC RI       -   1.00000163  x   0.99999657  =   0.99999820
 LW3075!SPC CT       -   1.00000163  x   0.99998737  =   0.99998900
 LW3075!UTM  19      -   1.00000163  x   1.00021878  =   1.00022041
 LW3075
 LW3075:                Primary Azimuth Mark                     Grid Az
 LW3075:SPC RI       -  KENYON 1871                              063 58 37.5
 LW3075:SPC CT       -  KENYON 1871                              063 08 55.1
 LW3075:UTM  19      -  KENYON 1871                              065 37 48.0
 LW3075
 LW3075|---------------------------------------------------------------------|
 LW3075| PID    Reference Object                     Distance      Geod. Az  |
 LW3075|                                                           dddmmss.s |
 LW3075| LW3019 KENYON 1871                         APPROX. 6.0 KM 0635127.1 |
 LW3075|---------------------------------------------------------------------|
 LW3075
 LW3075                          SUPERSEDED SURVEY CONTROL
 LW3075
 LW3075  NAD 83(1992)-  41 21 59.67557(N)    071 40 51.22793(W) AD(       ) 3
 LW3075  NAD 83(1986)-  41 21 59.67415(N)    071 40 51.22883(W) AD(       ) 3
 LW3075  NAD 27      -  41 21 59.31200(N)    071 40 52.99300(W) AD(       ) 3
 LW3075  NGVD 29 (07/19/86)   20.40   (m)           66.9    (f) LEVELING    3  
 LW3075
 LW3075.Superseded values are not recommended for survey control.
 LW3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3075.See file dsdata.txt to determine how the superseded data were derived.
 LW3075
 LW3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7577682920(NAD 83)
 LW3075
 LW3075  HISTORY     - Date     Condition        Report By
 LW3075  HISTORY     - 1873     MONUMENTED       COASUR
 LW3075  HISTORY     - 1913     GOOD             CGS
 LW3075  HISTORY     - 1934     GOOD             RIGS
 LW3075  HISTORY     - 1934     GOOD             RIGS
 LW3075  HISTORY     - 1934     GOOD             CGS
 LW3075  HISTORY     - 1954     GOOD             CGS
 LW3075  HISTORY     - 1969     GOOD             CGS
 LW3075  HISTORY     - 1974     GOOD             LOCSUR
 LW3075  HISTORY     - 1984     GOOD             USPSQD
 LW3075  HISTORY     - 1990     GOOD             USPSQD
 LW3075
 LW3075                          STATION DESCRIPTION
 LW3075
 LW3075'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3075'STATION IS ON THE SUMMIT OF A HILL ON THE S SIDE OF THE CHARLESTOWN
 LW3075'WESTERLY HIGHWAY, ABOUT 3 MILES WESTWARD FROM CHARLESTOWN AND
 LW3075'OPPOSITE THE HOUSE OF MRS. O.E. AKERS.  THE STATION IS MARKED BY
 LW3075'A STANDARD BRASS DISK, SET IN A HOLE DRILLED IN THE TOP OF A
 LW3075'GRANITE POST.  A STANDARD REFERENCE DISK, SET IN A HOLE DRILLED
 LW3075'IN A BOULDER, IS 2.54 METERS (8.33 FEET) NORTHWARD FROM THE
 LW3075'STATION.  IT IS ALSO A STATION OF THE U.S. ENGINEER CORP.
 LW3075
 LW3075                          STATION RECOVERY (1934)
 LW3075
 LW3075'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3075'DESCRIPTION SHOULD HAVE THE FOLLOWING CHANGES--N SIDE OF
 LW3075'HIGHWAY INSTEAD OF S SIDE.  2.60 MILES W OF CHARLESTOWN INSTEAD
 LW3075'OF 3.0 MILES.  MRS. E.C. AKERS INSTEAD OF MRS. O.E. AKERS.
 LW3075'
 LW3075'STATION MARK AND REFERENCE MARKS WERE RECOVERED AS MARKED,
 LW3075'AND DESCRIBED.  BOTH MARKS IN GOOD CONDITION.
 LW3075
 LW3075                          STATION RECOVERY (1934)
 LW3075
 LW3075'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3075'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION
 LW3075'AND MARKED AS DESCRIBED.
 LW3075'
 LW3075'THE STATION IS NOT ON THE S SIDE OF THE ROAD BUT ABOUT 50 YARDS
 LW3075'N OF THE CENTER LINE OF THE POST ROAD BETWEEN WESTERLY AND
 LW3075'WAKEFIELD (U.S. HIGHWAY 1) AND ABOUT 2.7 MILES WESTWARD FROM
 LW3075'THE VILLAGE OF CHARLESTOWN OR CROSS MILLS.
 LW3075'
 LW3075'THE AKERS HOUSE IS ON THE S SIDE OF THE HIGHWAY AND THE STATION
 LW3075'IS ABOUT 100 YARDS E OF THE RANGE OF THE E SIDE OF THE HOUSE.
 LW3075
 LW3075                          STATION RECOVERY (1934)
 LW3075
 LW3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3075'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 LW3075'EXCEPT THAT THE WORDS S SIDE OF THE ROAD SHOULD BE CHANGED TO
 LW3075'THE N SIDE OF THE ROAD.  BOTH MARKS WERE IN GOOD CONDITION.
 LW3075
 LW3075                          STATION RECOVERY (1954)
 LW3075
 LW3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3075'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 LW3075'COMPLETE NEW DESCRIPTION FOLLOWS--
 LW3075'
 LW3075'STATION IS LOCATED ON THE N SIDE OF U.S. HIGHWAY 1, AT A POINT
 LW3075'1.0 MI. SW OF THE ENTRANCE TO THE CHARLESTOWN U.S. NAVY AUXILIARY
 LW3075'AIR FIELD.  STATION IS ON THE RIDGE, 65 FT. NW ALONG THE RIDGE
 LW3075'FROM THE CREST OF A BLUFF, AT THE PEAK OF THE HIGHEST
 LW3075'ROAD CUT IN THE VICINITY.  A STANDARD DISK, UNSTAMPED AND SET
 LW3075'IN THE TOP OF A 6- BY 6-IN.  STONE POST PROJECTING 2 IN.
 LW3075'
 LW3075'REFERENCE MARK IS 2.54 M. (8.33 FT.) N OF THE STATION.  A
 LW3075'STANDARD DISK, UNSTAMPED AND SET IN THE TOP OF A BOULDER
 LW3075'PROJECTING 18 IN.
 LW3075
 LW3075                          STATION RECOVERY (1969)
 LW3075
 LW3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3075'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AS DESCRIBED
 LW3075'AND FOUND IN GOOD CONDITION.  THE 1934 TO REACH IS ADEQUATE TO
 LW3075'RECOVER THE STATION.
 LW3075'
 LW3075'THERE WERE NO OBSERVATIONS TAKEN TO OR FROM THIS STATION.
 LW3075
 LW3075                          STATION RECOVERY (1974)
 LW3075
 LW3075'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 LW3075'STATION MARK AND RM WERE FOUND IN GOOD CONDITION.  BOTH MARKS
 LW3075'ARE NOW WITHIN 15 FEET OF A HOUSE, CROWS NEST.  VISIBILITY IS
 LW3075'STILL GOOD TO THE SOUTH.
 LW3075
 LW3075                          STATION RECOVERY (1984)
 LW3075
 LW3075'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3075'BOTH STATION AND RM WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LW3075
 LW3075                          STATION RECOVERY (1990)
 LW3075
 LW3075'RECOVERY NOTE BY US POWER SQUADRON 1990 (WW)
 LW3075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1001 ***********************************************************************
 LW1001  DESIGNATION -  WESTERLY 1969
 LW1001  PID         -  LW1001
 LW1001  STATE/COUNTY-  RI/WASHINGTON
 LW1001  USGS QUAD   -  WATCH HILL (1984)
 LW1001
 LW1001                         *CURRENT SURVEY CONTROL
 LW1001  ___________________________________________________________________
 LW1001* NAD 83(1986)-  41 21 00.     (N)    071 48 22.     (W)     SCALED    
 LW1001* NAVD 88     -        20.112  (meters)      65.98   (feet)  ADJUSTED  
 LW1001  ___________________________________________________________________
 LW1001  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW1001  DYNAMIC HT  -          20.105 (meters)      65.96  (feet)  COMP
 LW1001  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LW1001
 LW1001  VERT ORDER  -  SECOND    CLASS 0
 LW1001
 LW1001.This mark is at Westerly State Airport (WST)
 LW1001
 LW1001.The horizontal coordinates were scaled from a topographic map and have
 LW1001.an estimated accuracy of +/- 6 seconds.
 LW1001
 LW1001.The orthometric height was determined by differential leveling
 LW1001.and adjusted by the National Geodetic Survey in June 1991..
 LW1001
 LW1001.The geoid height was determined by GEOID03.
 LW1001
 LW1001.The dynamic height is computed by dividing the NAVD 88
 LW1001.geopotential number by the normal gravity value computed on the
 LW1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1001.degrees latitude (g = 980.6199 gals.).
 LW1001
 LW1001.The modeled gravity was interpolated from observed gravity values.
 LW1001
 LW1001;                    North         East    Units  Estimated Accuracy
 LW1001;SPC RI       -    29,660.       74,380.      MT  (+/- 180 meters Scaled)
 LW1001
 LW1001                          SUPERSEDED SURVEY CONTROL
 LW1001
 LW1001  NGVD 29 (??/??/92)   20.399  (m)           66.93   (f) ADJ UNCH    2 0
 LW1001
 LW1001.Superseded values are not recommended for survey control.
 LW1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1001.See file dsdata.txt to determine how the superseded data were derived.
 LW1001
 LW1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF652814(NAD 83)
 LW1001_MARKER: DS = TRIANGULATION STATION DISK
 LW1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1001_STAMPING: WESTERLY 1969
 LW1001_MARK LOGO: CGS   
 LW1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1001+STABILITY: SURFACE MOTION
 LW1001
 LW1001  HISTORY     - Date     Condition        Report By
 LW1001  HISTORY     - 1969     MONUMENTED       CGS
 LW1001  HISTORY     - 1974     GOOD             NGS
 LW1001  HISTORY     - 1985     GOOD             USPSQD
 LW1001  HISTORY     - 1985     GOOD             NGS
 LW1001  HISTORY     - 1989     GOOD             USPSQD
 LW1001
 LW1001                          STATION DESCRIPTION
 LW1001
 LW1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1001'AT WESTERLY.
 LW1001'AT WESTERLY, AT THE WESTERLY STATE AIRPORT, NEAR THE EAST CORNER
 LW1001'OF THE ADMINISTRATION BUILDING, 51 FEET SOUTHWEST OF THE SOUTH
 LW1001'LEG OF A WEATHER STAND, 74.3 FEET SOUTHEAST OF THE EAST CORNER OF
 LW1001'THE ADMINISTRATION BUILDING, 40 FEET NORTHWEST OF THE NORTHWEST
 LW1001'EDGE OF A TAXI STRIP, 82.2 FEET SOUTHEAST OF BENCH MARK D 18
 LW1001'DESCRIBED, 5 FEET NORTHEAST OF THE NORTHEAST SIDE OF A PARKING
 LW1001'AREA FOR PLANES, ABOUT LEVEL WITH THE TAXI STRIP AND SET IN THE
 LW1001'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 LW1001'GROUND.
 LW1001
 LW1001                          STATION RECOVERY (1974)
 LW1001
 LW1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LW1001'RECOVERED IN GOOD CONDITION.
 LW1001
 LW1001                          STATION RECOVERY (1985)
 LW1001
 LW1001'RECOVERY NOTE BY US POWER SQUADRON 1985
 LW1001'RECOVERED IN GOOD CONDITION.
 LW1001
 LW1001                          STATION RECOVERY (1985)
 LW1001
 LW1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW1001'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE STATION IS
 LW1001'LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF WESTERLY, 2.4 KM (1.5 MI)
 LW1001'EAST OF THE RHODE ISLAND AND CONNECTICUT STATE LINE AND AT THE
 LW1001'WESTERLY STATE AIRPORT.  OWNERSHIP--STATE OF RHODE ISLAND, MR JAMES F
 LW1001'BEAUREGARD, AIRPORT MANAGER, AIRPORT ROAD, WESTERLY RHODE ISLAND
 LW1001'02891, PHONE 401-596-2357. NOTE-CONTACT THE AIRPORT MANAGER BEFORE
 LW1001'ENTERING AIRPORT.  TO REACH THE STATION FROM WESTERLY STATE AIRPORT,
 LW1001'STATION IS JUST SOUTHEAST OF THE OPERATIONS BUILDING.  SET INTO THE
 LW1001'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 2.5 CM
 LW1001'ABOVE GROUND.  LOCATED 22.6 METERS (74.3 FT) EAST FROM THE NORTHEAST
 LW1001'CORNER OF THE OPERTATIONS BUILDING, 15.4 METERS (51.0 FT) SOUTHWEST
 LW1001'FROM THE SOUTH CORNER OF A WEATHER STAND AND 4.9 METERS (16.0 FT)
 LW1001'SOUTH FROM THE SOUTHEAST SIDE OF THE PARKING LOT.
 LW1001
 LW1001                          STATION RECOVERY (1989)
 LW1001
 LW1001'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1758 ***********************************************************************
 LW1758  DESIGNATION -  WESTERLY AZ MK 1969 1979
 LW1758  PID         -  LW1758
 LW1758  STATE/COUNTY-  RI/WASHINGTON
 LW1758  USGS QUAD   -  WATCH HILL (1984)
 LW1758
 LW1758                         *CURRENT SURVEY CONTROL
 LW1758  ___________________________________________________________________
 LW1758* NAD 83(1996)-  41 20 42.36979(N)    071 48 39.81651(W)     ADJUSTED  
 LW1758* NAVD 88     -        14.232  (meters)      46.69   (feet)  ADJUSTED  
 LW1758  ___________________________________________________________________
 LW1758  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LW1758  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW1758  DYNAMIC HT  -          14.227 (meters)      46.68  (feet)  COMP
 LW1758  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LW1758
 LW1758  HORZ ORDER  -  THIRD
 LW1758  VERT ORDER  -  SECOND    CLASS II
 LW1758
 LW1758.This mark is at Westerly State Airport (WST)
 LW1758
 LW1758.The horizontal coordinates were established by classical geodetic methods
 LW1758.and adjusted by the National Geodetic Survey in August 1998..
 LW1758.No horizontal observational check was made to the station.
 LW1758
 LW1758.The orthometric height was determined by differential leveling
 LW1758.and adjusted by the National Geodetic Survey in June 1991..
 LW1758
 LW1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1758
 LW1758.The geoid height was determined by GEOID03.
 LW1758
 LW1758.The dynamic height is computed by dividing the NAVD 88
 LW1758.geopotential number by the normal gravity value computed on the
 LW1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1758.degrees latitude (g = 980.6199 gals.).
 LW1758
 LW1758.The modeled gravity was interpolated from observed gravity values.
 LW1758
 LW1758;                    North         East     Units Scale Factor Converg.
 LW1758;SPC RI       -    29,118.100    73,966.024   MT  1.00000209   -0 12 19.7
 LW1758;SPC RI       -    95,531.63    242,670.20   sFT  1.00000209   -0 12 19.7
 LW1758;SPC CT       -   209,663.044   383,382.562   MT  0.99998853   +0 37 21.3
 LW1758;SPC CT       -   687,869.50  1,257,814.29   sFT  0.99998853   +0 37 21.3
 LW1758;UTM  19      - 4,580,880.789   264,810.766   MT  1.00028079   -1 51 28.1
 LW1758
 LW1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1758!SPC RI       -   1.00000257  x   1.00000209  =   1.00000466
 LW1758!SPC CT       -   1.00000257  x   0.99998853  =   0.99999110
 LW1758!UTM  19      -   1.00000257  x   1.00028079  =   1.00028336
 LW1758
 LW1758                          SUPERSEDED SURVEY CONTROL
 LW1758
 LW1758  NAD 83(1992)-  41 20 42.36844(N)    071 48 39.81568(W) AD(       ) 3
 LW1758  NAD 83(1986)-  41 20 42.36767(N)    071 48 39.81783(W) AD(       ) 3
 LW1758  NAD 27      -  41 20 42.00873(N)    071 48 41.57292(W) AD(       ) 3
 LW1758  NGVD 29 (07/19/86)   14.5    (m)           48.     (f) VERT ANG       
 LW1758
 LW1758.Superseded values are not recommended for survey control.
 LW1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1758.See file dsdata.txt to determine how the superseded data were derived.
 LW1758
 LW1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6481180881(NAD 83)
 LW1758_MARKER: DZ = AZIMUTH MARK DISK
 LW1758_SETTING: 66 = SET IN ROCK OUTCROP
 LW1758_SP_SET: ROCK OUTCROP
 LW1758_STAMPING: WESTERLY 1969 1979
 LW1758_MARK LOGO: NGS   
 LW1758_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW1758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1758+STABILITY: POSITION/ELEVATION WELL
 LW1758
 LW1758  HISTORY     - Date     Condition        Report By
 LW1758  HISTORY     - 1979     MONUMENTED       NGS
 LW1758  HISTORY     - 19791231 GOOD             NGS
 LW1758  HISTORY     - 1985     SEE DESCRIPTION  NGS
 LW1758  HISTORY     - 1985     GOOD             NGS
 LW1758  HISTORY     - 19941001 GOOD             USPSQD
 LW1758
 LW1758                          STATION DESCRIPTION
 LW1758
 LW1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW1758'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF WESTERLY, AT THE
 LW1758'WESTERLY STATE AIRPORT AND ON PROPERTY OWNED BY THE AIRPORT.
 LW1758'
 LW1758'TO REACH THE MARK FROM THE OPERATIONS BUILDING AT THE WESTERLY STATE
 LW1758'AIRPORT, GO SOUTHWEST ON THE TAXI STRIP FOR 0.4 MILE TO THE END OF THE
 LW1758'RUNWAY AND THE MARK AS DESCRIBED.
 LW1758'
 LW1758'THE MARK STAMPED---WESTERLY 1969 1979---IS A STANDARD AZIMUTH MARK
 LW1758'DISK CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS 3
 LW1758'INCHES.  IT IS 210 FEET WEST OF THE SOUTHWEST END OF THE RUNWAY AND 68
 LW1758'FEET SOUTH OF A GROUP OF LANDING LIGHTS.
 LW1758
 LW1758                          STATION RECOVERY (1979)
 LW1758
 LW1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LW1758'THE STATION IS LOCATED ON THE AIRPORT SW OF THE APPROACH END FOR
 LW1758'RUNWAY 7.  THE STATION IS 67.6 FEET (20.6 M) SE OF THE CENTER OF THE
 LW1758'FIRST APPROACH LIGHT BAR DW OF RUNWAY END 7, 217.6 FEET (66.3 M) SW OF
 LW1758'THE CENTER OF A 2.5 FEET (0.8 M) DIAMETER DRAIN, AND 222.O FEET SW OF
 LW1758'THE CENTERLINE END OF RUNWAY 7.  THE STATION IS A STANDARD NGS AZIMUTH
 LW1758'MARK DISK SET IN A ROCK OUTCROP PROJECTING O.2 FOOT AND STAMPED
 LW1758'WESTERLY 1969 1979.
 LW1758
 LW1758                          STATION RECOVERY (1985)
 LW1758
 LW1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW1758'THE STATION WAS RECOVERED AT THIS DATE.
 LW1758'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE AND NEW
 LW1758'DESCRIPTION FOLLOWS.
 LW1758'
 LW1758'THE STATION IS LOCATED AT THE WESTERLY STATE AIRPORT ABOUT 68
 LW1758'METERS (223 FT) WEST OF THE APPROXIMATE CENTER OF RUNWAY 7.
 LW1758'OWNERSHIP--STATE OF RHODE ISLAND, MR JIM BEAUREGARD AIRPORT
 LW1758'MANAGER, AIRPORT ROAD, WESTERLY RI 02891. PHONE 401-596-2357.
 LW1758'NOTE-CONTACT ABOVE BEFORE ENTERING AIRPORT.
 LW1758'
 LW1758'TO REACH THE STATION FROM WESTERLY 1969, WHICH IS AT THE AIRPORT
 LW1758'OPERATIONS BUILDING, GO WESTERLY ON THE TAXI STRIP ALONG RUNWAY 7
 LW1758'FOR 0.6 KM (0.4 MI) PAST THE END OF THE RUNWAY AND THE STATION AS
 LW1758'DESCRIBED.
 LW1758'
 LW1758'THE STATION IS A STANDARD AZIMUTH DISK STAMPED--WESTERLY 1969 1979--
 LW1758'SET INTO ROCK OUTCROP. LOCATED 64.6 METERS (212 FT) WEST-SOUTHWEST OF
 LW1758'A SMALL MANHOLE COVER AT THE SOUTHWEST EDGE OF RUNWAY 7 AND 20.6
 LW1758'METERS (67.5 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A SHORT POLE
 LW1758'WITH RUNWAY LIGHTS ATOP.
 LW1758'
 LW1758'AN EDM TIE WAS MADE FROM WESTERLY 1969.
 LW1758
 LW1758                          STATION RECOVERY (1985)
 LW1758
 LW1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW1758'3.2 KM (2.0 MI) SE FROM WESTERLY.
 LW1758'THE STATION IS LOCATED AT THE WESTERLY STATE AIRPORT ABOUT 68 METERS
 LW1758'(223 FT) WEST OF THE APPROXIMATE CENTER OF RUNWAY 7.  OWNERSHIP--STATE
 LW1758'OF RHODE ISLAND, MR JIM BEAUREGARD AIRPORT MANAGER, AIRPORT ROAD,
 LW1758'WESTERLY RI 02891. PHONE 401-596-2357.  NOTE-CONTACT ABOVE BEFORE
 LW1758'ENTERING AIRPORT.  OPERATIONS BUILDING, GO WESTERLY ON THE TAXI STRIP
 LW1758'ALONG RUNWAY 7 FOR 0.6 KM (0.4 MI) PAST THE END OF THE RUNWAY AND THE
 LW1758'STATION AS DESCRIBED.  SET INTO ROCK OUTCROP. LOCATED 64.6 METERS
 LW1758'(212 FT) WEST-SOUTHWEST OF A SMALL MANHOLE COVER AT THE SOUTHWEST EDGE
 LW1758'OF RUNWAY 7 AND 20.6 METERS (67.5 FT) SOUTH-SOUTHEAST FROM THE CENTER
 LW1758'OF A SHORT POLE WITH RUNWAY LIGHTS ATOP.
 LW1758
 LW1758                          STATION RECOVERY (1994)
 LW1758
 LW1758'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW1758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3250 ***********************************************************************
 LW3250  DESIGNATION -  WESTERLY FEDERAL COM MAST
 LW3250  PID         -  LW3250
 LW3250  STATE/COUNTY-  RI/WASHINGTON
 LW3250  USGS QUAD   -  ASHAWAY (1984)
 LW3250
 LW3250                         *CURRENT SURVEY CONTROL
 LW3250  ___________________________________________________________________
 LW3250* NAD 83(1996)-  41 24 18.33416(N)    071 48 41.87993(W)     ADJUSTED  
 LW3250* NAVD 88     -                                                        
 LW3250  ___________________________________________________________________
 LW3250  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 LW3250  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LW3250
 LW3250  HORZ ORDER  -  THIRD
 LW3250
 LW3250.The horizontal coordinates were established by classical geodetic methods
 LW3250.and adjusted by the National Geodetic Survey in August 1998..
 LW3250
 LW3250
 LW3250.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3250
 LW3250.The geoid height was determined by GEOID03.
 LW3250
 LW3250;                    North         East     Units Scale Factor Converg.
 LW3250;SPC RI       -    35,780.814    73,942.006   MT  1.00000210   -0 12 22.0
 LW3250;SPC RI       -   117,390.89    242,591.40   sFT  1.00000210   -0 12 22.0
 LW3250;SPC CT       -   216,324.614   383,262.245   MT  0.99998565   +0 37 19.9
 LW3250;SPC CT       -   709,725.00  1,257,419.55   sFT  0.99998565   +0 37 19.9
 LW3250;UTM  19      - 4,587,543.276   264,979.035   MT  1.00027981   -1 51 37.5
 LW3250
 LW3250                          SUPERSEDED SURVEY CONTROL
 LW3250
 LW3250  NAD 83(1992)-  41 24 18.33286(N)    071 48 41.87915(W) AD(       ) 4
 LW3250  NAD 83(1986)-  41 24 18.33207(N)    071 48 41.88087(W) AD(       ) 4
 LW3250  NAD 27      -  41 24 17.98161(N)    071 48 43.61215(W) AD(       ) 3
 LW3250
 LW3250.Superseded values are not recommended for survey control.
 LW3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3250.See file dsdata.txt to determine how the superseded data were derived.
 LW3250
 LW3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6497987543(NAD 83)
 LW3250_MARKER: 41 = ANTENNA MAST
 LW3250
 LW3250  HISTORY     - Date     Condition        Report By
 LW3250  HISTORY     - 1969     FIRST OBSERVED   CGS
 LW3250  HISTORY     - 1975     GOOD             NGS
 LW3250  HISTORY     - 1989     GOOD             USPSQD
 LW3250
 LW3250                          STATION DESCRIPTION
 LW3250
 LW3250'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3250'THE STATION, WESTERLY FEDERAL COMMUNICATIONS COMMISSION MAST,
 LW3250'IS THE TOP CENTER OF THE TRIANGULAR SHAPED MAST PAINTED RED AND
 LW3250'WHITE WITH A CONSIDERABLE NUMBER OF ANTENNAS ON TOP.  THE MAST
 LW3250'IS ABOUT 140 FEET IN HEIGHT AND IS OWNED BY THE FEDERAL
 LW3250'COMMUNICATIONS COMMISSION.
 LW3250'
 LW3250'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 91 AND
 LW3250'3 IN THE NORTH EDGE OF WESTERLY, GO NORTH CROSSING RAILROAD
 LW3250'TRACKS ON HIGHWAY 3 FOR 0.55 MILE TO A FORK.  TAKE LEFT FORK AND
 LW3250'GO NORTHERLY ON POTTER HILL ROAD FOR 0.7 MILE TO A CROSSROAD.
 LW3250'TURN RIGHT AND GO NORTHEAST ON A PAVED ROAD FOR 0.1 MILE TO A
 LW3250'FORK.  TAKE RIGHT FORK AND CONTINUE EASTERLY ON PAVED ROAD FOR 0.15
 LW3250'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHERLY FOR 0.1
 LW3250'MILE TO A FORK.  TAKE RIGHT FORK AND CONTINUE NORTHERLY FOR
 LW3250'0.1 MILE TO A FORK AND END OF PAVED ROAD.  BEAR RIGHT ON WOODS
 LW3250'ROAD AND GO EASTERLY ON WOODS ROAD FOR 0.3 MILE TO A GATE
 LW3250'ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON FIELD ROAD FOR 0.2
 LW3250'MILE TO THE STATION ON TOP OF SMALL HILL.
 LW3250
 LW3250                          STATION RECOVERY (1975)
 LW3250
 LW3250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3250'THE STATION WAS NOT VISITED AT THIS TIME.  IT WAS OBSERVED UPON
 LW3250'AND A NEW POSITION WAS ESTABLISHED AT THIS TIME.
 LW3250
 LW3250                          STATION RECOVERY (1989)
 LW3250
 LW3250'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3288 ***********************************************************************
 LW3288  DESIGNATION -  WESTERLY GRAY STANDPIPE
 LW3288  PID         -  LW3288
 LW3288  STATE/COUNTY-  RI/WASHINGTON
 LW3288  USGS QUAD   -  WATCH HILL (1984)
 LW3288
 LW3288                         *CURRENT SURVEY CONTROL
 LW3288  ___________________________________________________________________
 LW3288* NAD 83(1996)-  41 22 26.43677(N)    071 49 08.22008(W)     ADJUSTED  
 LW3288* NAVD 88     -                                                        
 LW3288  ___________________________________________________________________
 LW3288  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 LW3288  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LW3288
 LW3288  HORZ ORDER  -  THIRD
 LW3288
 LW3288.The horizontal coordinates were established by classical geodetic methods
 LW3288.and adjusted by the National Geodetic Survey in August 1998..
 LW3288
 LW3288
 LW3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3288
 LW3288.The geoid height was determined by GEOID03.
 LW3288
 LW3288;                    North         East     Units Scale Factor Converg.
 LW3288;SPC RI       -    32,330.976    73,317.494   MT  1.00000251   -0 12 38.9
 LW3288;SPC RI       -   106,072.54    240,542.48   sFT  1.00000251   -0 12 38.9
 LW3288;SPC CT       -   212,866.165   382,687.676   MT  0.99998700   +0 37 02.4
 LW3288;SPC CT       -   698,378.41  1,255,534.48   sFT  0.99998700   +0 37 02.4
 LW3288;UTM  19      - 4,584,111.939   264,255.019   MT  1.00028401   -1 51 50.8
 LW3288
 LW3288                          SUPERSEDED SURVEY CONTROL
 LW3288
 LW3288  NAD 83(1992)-  41 22 26.43547(N)    071 49 08.21930(W) AD(       ) 4
 LW3288  NAD 83(1986)-  41 22 26.43444(N)    071 49 08.22081(W) AD(       ) 4
 LW3288  NAD 27      -  41 22 26.08352(N)    071 49 09.97962(W) AD(       ) 3
 LW3288
 LW3288.Superseded values are not recommended for survey control.
 LW3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3288.See file dsdata.txt to determine how the superseded data were derived.
 LW3288
 LW3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6425584112(NAD 83)
 LW3288_MARKER: 52 = STANDPIPE TANK
 LW3288
 LW3288  HISTORY     - Date     Condition        Report By
 LW3288  HISTORY     - 1932     FIRST OBSERVED   CGS
 LW3288  HISTORY     - 1934     GOOD             CGS
 LW3288  HISTORY     - 1954     GOOD             CGS
 LW3288  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LW3288
 LW3288                          STATION DESCRIPTION
 LW3288
 LW3288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3288'THE STANDPIPE IS ON TOP OF THE FIRST HIGH HILL E OF THE
 LW3288'PAWCATUCK RIVER IN THE EASTERN PART OF THE TOWN OF WESTERLY AND
 LW3288'JUST N OF THE STONE QUARRY.  IT IS A STEEL PLATE STRUCTURE
 LW3288'WITH A BALCONY AROUND THE TOP.  THE ROOF IS CONICAL WITH A
 LW3288'FINIAL AT THE TOP.  THE ENTIRE STRUCTURE IS PAINTED GREY.
 LW3288'
 LW3288'THE STATION IS THE APEX OF THE ROOF.  HEIGHT ABOUT 100 FEET
 LW3288'ABOVE GROUND.
 LW3288
 LW3288                          STATION RECOVERY (1954)
 LW3288
 LW3288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3288'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 LW3288'IS ADEQUATE AND CORRECT.
 LW3288
 LW3288                          STATION RECOVERY (1984)
 LW3288
 LW3288'RECOVERY NOTE BY US POWER SQUADRON 1984 (BAM)
 LW3288'STATION IS LOST.  THE STATION WAS THE APEX OF THE OLD CONICAL
 LW3288'ROOF WHICH WAS REMOVED ON JUNE 7, 1961 TO ALLOW FOR A CLEANING
 LW3288'AND REPAINTING JOB INSIDE AND OUTSIDE.  A NEW FLAT ROOF WAS
 LW3288'INSTALLED.  STANDPIPE NOW IS A CYLINDRICAL STRUCTURE, BLUE IN
 LW3288'COLOR NEEDS PAINTING.  RECOMMEND CONSIDERING STATION AS LOST,
 LW3288'OR USE THE CENTER LINE OF STANDPIPE (20 FEET TO 30 FEET DIA.)
 LW3288'AS THE NEW STATION.  REFERENCE DATA OBTAINED FROM THE WESTERLY
 LW3288'LIBRARY WHICH PROVIDED TAPES AND PHOTO COPIES OF WESTERLY SUN
 LW3288'(NEWSPAPER) STORY WITH PHOTOS SHOWING REMOVAL OF ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3293 ***********************************************************************
 LW3293  DESIGNATION -  WESTERLY HOSPITAL STACK
 LW3293  PID         -  LW3293
 LW3293  STATE/COUNTY-  RI/WASHINGTON
 LW3293  USGS QUAD   -  WATCH HILL (1984)
 LW3293
 LW3293                         *CURRENT SURVEY CONTROL
 LW3293  ___________________________________________________________________
 LW3293* NAD 83(1996)-  41 21 43.98921(N)    071 49 31.02660(W)     ADJUSTED  
 LW3293* NAVD 88     -                                                        
 LW3293  ___________________________________________________________________
 LW3293  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 LW3293  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW3293
 LW3293  HORZ ORDER  -  THIRD
 LW3293
 LW3293.The horizontal coordinates were established by classical geodetic methods
 LW3293.and adjusted by the National Geodetic Survey in August 1998..
 LW3293
 LW3293
 LW3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3293
 LW3293.The geoid height was determined by GEOID03.
 LW3293
 LW3293;                    North         East     Units Scale Factor Converg.
 LW3293;SPC RI       -    31,023.432    72,782.599   MT  1.00000286   -0 12 53.8
 LW3293;SPC RI       -   101,782.71    238,787.58   sFT  1.00000286   -0 12 53.8
 LW3293;SPC CT       -   211,551.046   382,171.742   MT  0.99998759   +0 36 47.3
 LW3293;SPC CT       -   694,063.72  1,253,841.79   sFT  0.99998759   +0 36 47.3
 LW3293;UTM  19      - 4,582,820.004   263,682.464   MT  1.00028734   -1 52 04.3
 LW3293
 LW3293                          SUPERSEDED SURVEY CONTROL
 LW3293
 LW3293  NAD 83(1992)-  41 21 43.98791(N)    071 49 31.02580(W) AD(       ) 4
 LW3293  NAD 83(1986)-  41 21 43.98703(N)    071 49 31.02777(W) AD(       ) 4
 LW3293  NAD 27      -  41 21 43.61619(N)    071 49 32.77934(W) AD(       ) 3
 LW3293
 LW3293.Superseded values are not recommended for survey control.
 LW3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3293.See file dsdata.txt to determine how the superseded data were derived.
 LW3293
 LW3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6368282820(NAD 83)
 LW3293_MARKER: 63 = STACK
 LW3293
 LW3293  HISTORY     - Date     Condition        Report By
 LW3293  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3293  HISTORY     - 1954     GOOD             CGS
 LW3293  HISTORY     - 1984     GOOD             USPSQD
 LW3293  HISTORY     - 19941001 GOOD             USPSQD
 LW3293
 LW3293                          STATION DESCRIPTION
 LW3293
 LW3293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3293'THE WESTERLY HOSPITAL IS ON THE SOUTHERLY END OF THE FIRST
 LW3293'HIGH HILL E OF THE PAWCATUCK RIVER AND ALMOST DUE S OF WESTERLY
 LW3293'CENTER.  THE BUILDING IS A THREE-STORY BROWN BRICK T-STRUCTURE
 LW3293'WITH THE STEM OF THE T TO THE E.  THE STACK IS ALSO BROWN BRICK
 LW3293'AND IS ON THE N SIDE OF THE STEM OF THE T.
 LW3293'
 LW3293'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT 100
 LW3293'FEET ABOVE GROUND.
 LW3293
 LW3293                          STATION RECOVERY (1954)
 LW3293
 LW3293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3293'STATION RECOVERED AS DESCRIBED, EXCEPT THAT THE STACK AND HOSPITAL
 LW3293'ARE OF RED BRICK.
 LW3293
 LW3293                          STATION RECOVERY (1984)
 LW3293
 LW3293'RECOVERY NOTE BY US POWER SQUADRON 1984 (BAM)
 LW3293'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION
 LW3293'IS ADEQUATE AND CORRECT.
 LW3293
 LW3293                          STATION RECOVERY (1994)
 LW3293
 LW3293'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW3293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3326 ***********************************************************************
 LW3326  DESIGNATION -  WESTERLY RADIO STA WERI MAST
 LW3326  PID         -  LW3326
 LW3326  STATE/COUNTY-  RI/WASHINGTON
 LW3326  USGS QUAD   -  WATCH HILL (1984)
 LW3326
 LW3326                         *CURRENT SURVEY CONTROL
 LW3326  ___________________________________________________________________
 LW3326* NAD 83(1996)-  41 21 58.57216(N)    071 50 07.44984(W)     ADJUSTED  
 LW3326* NAVD 88     -                                                        
 LW3326  ___________________________________________________________________
 LW3326  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 LW3326  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW3326
 LW3326  HORZ ORDER  -  THIRD
 LW3326
 LW3326.The horizontal coordinates were established by classical geodetic methods
 LW3326.and adjusted by the National Geodetic Survey in August 1998..
 LW3326
 LW3326
 LW3326.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3326
 LW3326.The geoid height was determined by GEOID03.
 LW3326
 LW3326;                    North         East     Units Scale Factor Converg.
 LW3326;SPC RI       -    31,476.543    71,937.777   MT  1.00000344   -0 13 18.0
 LW3326;SPC RI       -   103,269.29    236,015.86   sFT  1.00000344   -0 13 18.0
 LW3326;SPC CT       -   211,991.894   381,320.473   MT  0.99998739   +0 36 23.2
 LW3326;SPC CT       -   695,510.07  1,251,048.92   sFT  0.99998739   +0 36 23.2
 LW3326;UTM  19      - 4,583,297.433   262,850.826   MT  1.00029218   -1 52 28.9
 LW3326
 LW3326                          SUPERSEDED SURVEY CONTROL
 LW3326
 LW3326  NAD 83(1992)-  41 21 58.57085(N)    071 50 07.44905(W) AD(       ) 4
 LW3326  NAD 83(1986)-  41 21 58.57032(N)    071 50 07.45097(W) AD(       ) 4
 LW3326  NAD 27      -  41 21 58.21259(N)    071 50 09.20350(W) AD(       ) 3
 LW3326
 LW3326.Superseded values are not recommended for survey control.
 LW3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3326.See file dsdata.txt to determine how the superseded data were derived.
 LW3326
 LW3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6285183297(NAD 83)
 LW3326_MARKER: 42 = RADIO/TV MAST
 LW3326
 LW3326  HISTORY     - Date     Condition        Report By
 LW3326  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3326  HISTORY     - 1974     GOOD             NGS
 LW3326  HISTORY     - 1983     GOOD             USPSQD
 LW3326  HISTORY     - 1990     GOOD             USPSQD
 LW3326  HISTORY     - 20010331 GOOD             NGS
 LW3326
 LW3326                          STATION DESCRIPTION
 LW3326
 LW3326'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3326'STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE BUSINESS SECTION OF
 LW3326'WESTERLY AND 0.05 MILE SOUTHWEST OF THE INTERSECTION OF MARGIN
 LW3326'STREET AND GREENMAN AVENUE.
 LW3326'
 LW3326'STATION IS A RADIO TOWER, HAS A FLASHING RED LIGHT ON TOP, IS
 LW3326'PAINTED RED AND WHITE AND IS ABOUT 140 FEET HIGH.
 LW3326'
 LW3326'POINT INTERSECTED WAS TOP AND CENTER OF TOWER.
 LW3326
 LW3326                          STATION RECOVERY (1974)
 LW3326
 LW3326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EAB)
 LW3326'WESTERLY RADIO STATION WERI MAST WAS RECOVERED AS DESCRIBED BY
 LW3326'L.M. CHASE IN 1968.  THE POINT INTERSECTED WAS THE LIGHT ATOP THE
 LW3326'MAST.  THE OVER-ALL HEIGHT IS 146 FEET.
 LW3326
 LW3326                          STATION RECOVERY (1983)
 LW3326
 LW3326'RECOVERY NOTE BY US POWER SQUADRON 1983 (BAM)
 LW3326'STATION RECOVERED IN GOOD ORDER AS PREVIOUSLY DESCRIBED.
 LW3326
 LW3326                          STATION RECOVERY (1990)
 LW3326
 LW3326'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3326'RECOVERED IN GOOD CONDITION.
 LW3326
 LW3326                          STATION RECOVERY (2001)
 LW3326
 LW3326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LW3326'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1002 ***********************************************************************
 LW1002  DESIGNATION -  WESTERLY RM 1
 LW1002  PID         -  LW1002
 LW1002  STATE/COUNTY-  RI/WASHINGTON
 LW1002  USGS QUAD   -  WATCH HILL (1984)
 LW1002
 LW1002                         *CURRENT SURVEY CONTROL
 LW1002  ___________________________________________________________________
 LW1002* NAD 83(1986)-  41 21 00.     (N)    071 48 22.     (W)     SCALED    
 LW1002* NAVD 88     -        19.975  (meters)      65.53   (feet)  ADJUSTED  
 LW1002  ___________________________________________________________________
 LW1002  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW1002  DYNAMIC HT  -          19.968 (meters)      65.51  (feet)  COMP
 LW1002  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LW1002
 LW1002  VERT ORDER  -  SECOND    CLASS 0
 LW1002
 LW1002.This mark is at Westerly State Airport (WST)
 LW1002
 LW1002.The horizontal coordinates were scaled from a topographic map and have
 LW1002.an estimated accuracy of +/- 6 seconds.
 LW1002
 LW1002.The orthometric height was determined by differential leveling
 LW1002.and adjusted by the National Geodetic Survey in June 1991..
 LW1002.WARNING-Repeat measurements at this control monument indicate possible
 LW1002.vertical movement.
 LW1002
 LW1002.The geoid height was determined by GEOID03.
 LW1002
 LW1002.The dynamic height is computed by dividing the NAVD 88
 LW1002.geopotential number by the normal gravity value computed on the
 LW1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1002.degrees latitude (g = 980.6199 gals.).
 LW1002
 LW1002.The modeled gravity was interpolated from observed gravity values.
 LW1002
 LW1002;                    North         East    Units  Estimated Accuracy
 LW1002;SPC RI       -    29,660.       74,380.      MT  (+/- 180 meters Scaled)
 LW1002
 LW1002                          SUPERSEDED SURVEY CONTROL
 LW1002
 LW1002  NGVD 29 (??/??/92)   20.259  (m)           66.47   (f) ADJ UNCH    2 0
 LW1002
 LW1002.Superseded values are not recommended for survey control.
 LW1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1002.See file dsdata.txt to determine how the superseded data were derived.
 LW1002
 LW1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF652814(NAD 83)
 LW1002_MARKER: DR = REFERENCE MARK DISK
 LW1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1002_STAMPING: WESTERLY NO 1 1969
 LW1002_MARK LOGO: CGS   
 LW1002_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1002+STABILITY: SURFACE MOTION
 LW1002
 LW1002  HISTORY     - Date     Condition        Report By
 LW1002  HISTORY     - 1969     MONUMENTED       CGS
 LW1002  HISTORY     - 1974     GOOD             NGS
 LW1002  HISTORY     - 1985     GOOD             NGS
 LW1002  HISTORY     - 1989     GOOD             USPSQD
 LW1002  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1002  HISTORY     - 1990     GOOD             USPSQD
 LW1002  HISTORY     - 19940630 GOOD             NGS
 LW1002
 LW1002                          STATION DESCRIPTION
 LW1002
 LW1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1002'AT WESTERLY.
 LW1002'AT WESTERLY, AT THE WESTERLY STATE AIRPORT, 95 FEET EAST OF THE
 LW1002'EAST CORNER OF THE ADMINISTRATION BUILDING, 19 FEET SOUTHWEST OF
 LW1002'THE SOUTH LEG OF A WEATHER BUREAU STAND, 31.6 FEET NORTHEAST OF
 LW1002'THE STATION MARK DESCRIBED, 39.6 FEET NORTHWEST OF THE NORTHWEST
 LW1002'EDGE OF A TAXI STRIP, 100.2 FEET EAST OF BENCH MARK D 18 DESCRIBED,
 LW1002'9 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A PARKING AREA AND SET
 LW1002'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LW1002
 LW1002                          STATION RECOVERY (1974)
 LW1002
 LW1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LW1002'RECOVERED IN GOOD CONDITION.
 LW1002
 LW1002                          STATION RECOVERY (1985)
 LW1002
 LW1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW1002'RECOVERED IN GOOD CONDITION.
 LW1002
 LW1002                          STATION RECOVERY (1989)
 LW1002
 LW1002'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW1002'RECOVERED IN GOOD CONDITION.
 LW1002
 LW1002                          STATION RECOVERY (1989)
 LW1002
 LW1002'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1002'MARK NOT FOUND.
 LW1002
 LW1002                          STATION RECOVERY (1990)
 LW1002
 LW1002'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW1002'RECOVERED IN GOOD CONDITION.
 LW1002
 LW1002                          STATION RECOVERY (1994)
 LW1002
 LW1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 LW1002'THE STATION IS LOCATED ON THE AIRPORT 95.2 FT (29.0 M) EAST OF THE SW
 LW1002'CORNER OF THE TERMINAL AND ADMINISTRATION BUILDING AND ADJACENT TO THE
 LW1002'RAMP.  THE STATION IS 22.9 FEET (7.0 M) NE OF THE SOUTH CORNER OF A
 LW1002'FENCE, 10.6 FEET (3.2 M) SE OF NE/SW FENCE, 39.6 FEET (12.1 M) NW OF
 LW1002'THE NW ASPHALT RAMP EDGE, AND 31.6 FEET (9.6 M) NE OF THE NGS STATION
 LW1002'WESTERLY, ONLY THE SHANK OF THE DISK REMAINS.  THE STATION IS A
 LW1002'STANDARD USCGS REFERENCE DISK SET IN A CONCRETE POST 0.1 FOOT (3.0 CM)
 LW1002'BELOW GROUND AND STAMPED WESTERLY NO 1 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3286 ***********************************************************************
 LW3286  DESIGNATION -  WESTERLY STANDPIPE
 LW3286  PID         -  LW3286
 LW3286  STATE/COUNTY-  RI/WASHINGTON
 LW3286  USGS QUAD   -  WATCH HILL (1984)
 LW3286
 LW3286                         *CURRENT SURVEY CONTROL
 LW3286  ___________________________________________________________________
 LW3286* NAD 83(1996)-  41 22 27.69941(N)    071 49 01.77636(W)     ADJUSTED  
 LW3286* NAVD 88     -                                                        
 LW3286  ___________________________________________________________________
 LW3286  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 LW3286  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LW3286
 LW3286  HORZ ORDER  -  THIRD
 LW3286
 LW3286.The horizontal coordinates were established by classical geodetic methods
 LW3286.and adjusted by the National Geodetic Survey in August 1998..
 LW3286
 LW3286
 LW3286.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3286
 LW3286.The geoid height was determined by GEOID03.
 LW3286
 LW3286;                    North         East     Units Scale Factor Converg.
 LW3286;SPC RI       -    32,369.379    73,467.377   MT  1.00000241   -0 12 34.7
 LW3286;SPC RI       -   106,198.54    241,034.22   sFT  1.00000241   -0 12 34.7
 LW3286;SPC CT       -   212,906.730   382,836.985   MT  0.99998699   +0 37 06.7
 LW3286;SPC CT       -   698,511.50  1,256,024.34   sFT  0.99998699   +0 37 06.7
 LW3286;UTM  19      - 4,584,146.011   264,405.990   MT  1.00028313   -1 51 46.5
 LW3286
 LW3286                          SUPERSEDED SURVEY CONTROL
 LW3286
 LW3286  NAD 83(1992)-  41 22 27.69811(N)    071 49 01.77557(W) AD(       ) 4
 LW3286  NAD 83(1986)-  41 22 27.69726(N)    071 49 01.77735(W) AD(       ) 4
 LW3286  NAD 27      -  41 22 27.33944(N)    071 49 03.53071(W) AD(       ) 3
 LW3286
 LW3286.Superseded values are not recommended for survey control.
 LW3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3286.See file dsdata.txt to determine how the superseded data were derived.
 LW3286
 LW3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6440684146(NAD 83)
 LW3286_MARKER: 52 = STANDPIPE TANK
 LW3286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3286+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 LW3286
 LW3286  HISTORY     - Date     Condition        Report By
 LW3286  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3286  HISTORY     - 1968     GOOD             CGS
 LW3286  HISTORY     - 1975     GOOD             NGS
 LW3286  HISTORY     - 1983     GOOD             USPSQD
 LW3286  HISTORY     - 1990     GOOD             USPSQD
 LW3286  HISTORY     - 20050509 GOOD             GEOCAC
 LW3286
 LW3286                          STATION DESCRIPTION
 LW3286
 LW3286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3286'THE RED TOP STONE STANDPIPE IS ON TOP OF THE FIRST HIGH HILL E
 LW3286'OF THE PAWCATUCK RIVER AND IN THE EASTERN PART OF THE TOWN OF
 LW3286'WESTERLY.  IT IS JUST N OF LEDYARD AVENUE, AND NE OF THE STONE
 LW3286'QUARRY.  IT IS MADE OF CONCRETE BLOCKS 4 FEET BY 8 FEET IN
 LW3286'SIZE AND WAS ERECTED BY THE TOWN OF WESTERLY IN 1910.  IT HAS
 LW3286'AN OVER-HANGING CONCRETE BALCONY.  THE ROOF IS RED TILE WITH A
 LW3286'GILDED WEATHER VANE AT THE APEX.
 LW3286'
 LW3286'THE STATION IS THE APEX OF THE STANDPIPE.  HEIGHT ABOUT 110 FEET.
 LW3286
 LW3286                          STATION RECOVERY (1968)
 LW3286
 LW3286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RMB)
 LW3286'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW3286
 LW3286                          STATION RECOVERY (1975)
 LW3286
 LW3286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3286'THE STATION WAS NOT VISITED AT THIS TIME.  IT WAS OBSERVED UPON AND
 LW3286'A NEW POSITION WAS ESTABLISHED AT THIS TIME.
 LW3286
 LW3286                          STATION RECOVERY (1983)
 LW3286
 LW3286'RECOVERY NOTE BY US POWER SQUADRON 1983 (BAM)
 LW3286'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED, WITH ONE
 LW3286'CORRECTION ON ITS LOCATION IE. CHANGE N OF LEDYARD AVENUE TO
 LW3286'N OF LEDWARD AVENUE.
 LW3286
 LW3286                          STATION RECOVERY (1990)
 LW3286
 LW3286'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3286'RECOVERED IN GOOD CONDITION.
 LW3286
 LW3286                          STATION RECOVERY (2005)
 LW3286
 LW3286'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LW3286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3248 ***********************************************************************
 LW3248  DESIGNATION -  WESTERLY WARD HIGH SCH CUPOLA
 LW3248  PID         -  LW3248
 LW3248  STATE/COUNTY-  RI/WASHINGTON
 LW3248  USGS QUAD   -  ASHAWAY (1984)
 LW3248
 LW3248                         *CURRENT SURVEY CONTROL
 LW3248  ___________________________________________________________________
 LW3248* NAD 83(1996)-  41 22 32.44963(N)    071 49 09.54220(W)     ADJUSTED  
 LW3248* NAVD 88     -                                                        
 LW3248  ___________________________________________________________________
 LW3248  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 LW3248  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW3248
 LW3248  HORZ ORDER  -  THIRD
 LW3248
 LW3248.The horizontal coordinates were established by classical geodetic methods
 LW3248.and adjusted by the National Geodetic Survey in August 1998..
 LW3248
 LW3248
 LW3248.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3248
 LW3248.The geoid height was determined by GEOID03.
 LW3248
 LW3248;                    North         East     Units Scale Factor Converg.
 LW3248;SPC RI       -    32,516.587    73,287.454   MT  1.00000253   -0 12 39.8
 LW3248;SPC RI       -   106,681.50    240,443.92   sFT  1.00000253   -0 12 39.8
 LW3248;SPC CT       -   213,051.320   382,654.956   MT  0.99998692   +0 37 01.6
 LW3248;SPC CT       -   698,985.87  1,255,427.13   sFT  0.99998692   +0 37 01.6
 LW3248;UTM  19      - 4,584,298.392   264,230.339   MT  1.00028415   -1 51 51.9
 LW3248
 LW3248                          SUPERSEDED SURVEY CONTROL
 LW3248
 LW3248  NAD 83(1992)-  41 22 32.44832(N)    071 49 09.54142(W) AD(       ) 4
 LW3248  NAD 83(1986)-  41 22 32.44774(N)    071 49 09.54337(W) AD(       ) 4
 LW3248  NAD 27      -  41 22 32.08957(N)    071 49 11.29601(W) AD(       ) 3
 LW3248
 LW3248.Superseded values are not recommended for survey control.
 LW3248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3248.See file dsdata.txt to determine how the superseded data were derived.
 LW3248
 LW3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6423084298(NAD 83)
 LW3248_MARKER: 86 = CUPOLA
 LW3248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3248+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 LW3248
 LW3248  HISTORY     - Date     Condition        Report By
 LW3248  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3248  HISTORY     - 1974     GOOD             NGS
 LW3248  HISTORY     - 1983     GOOD             USPSQD
 LW3248  HISTORY     - 1986     GOOD             RIGS
 LW3248  HISTORY     - 1990     GOOD             USPSQD
 LW3248  HISTORY     - 20010331 GOOD             NGS
 LW3248  HISTORY     - 20050509 GOOD             GEOCAC
 LW3248
 LW3248                          STATION DESCRIPTION
 LW3248
 LW3248'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3248'STATION IS LOCATED IN THE NORTHEAST CORNER OF INTERSECTION
 LW3248'AT WARD AVENUE AND BELLEVUE AVENUE IN WESTERLY.
 LW3248'
 LW3248'THE STATION IS THE CUPOLA ATOP THE WARD HIGH SCHOOL.  IT IS
 LW3248'ABOUT 70 FEET HIGH, HAS A WEATHER VANE ON TOP AND IS PAINTED
 LW3248'WHITE.
 LW3248'
 LW3248'POINT INTERSECTED WAS TOP AND CENTER.
 LW3248
 LW3248                          STATION RECOVERY (1974)
 LW3248
 LW3248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EAB)
 LW3248'WESTERLY WARD HIGH SCHOOL CUPOLA WAS RECOVERED AS DESCRIBED BY
 LW3248'L.M. CHASE IN 1968.  THE POINT INTERSECTED WAS THE FINIAL OF
 LW3248'THE CUPOLA.  THE OVER-ALL HEIGHT IS 70 FEET.
 LW3248
 LW3248                          STATION RECOVERY (1983)
 LW3248
 LW3248'RECOVERY NOTE BY US POWER SQUADRON 1983 (BAM)
 LW3248'STATION IS IN GOOD CONDITION AND, IS AS PREVIOUSLY DESCRIBED.
 LW3248
 LW3248                          STATION RECOVERY (1986)
 LW3248
 LW3248'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (GEC)
 LW3248'THE STATION WAS RECOVERED AT THIS DATE.
 LW3248'
 LW3248'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW3248
 LW3248                          STATION RECOVERY (1990)
 LW3248
 LW3248'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3248'RECOVERED IN GOOD CONDITION.
 LW3248
 LW3248                          STATION RECOVERY (2001)
 LW3248
 LW3248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LW3248'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LW3248
 LW3248                          STATION RECOVERY (2005)
 LW3248
 LW3248'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LW3248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2176 ***********************************************************************
 LW2176  DESIGNATION -  WESTERNMOST THREE SHACKS W GAB
 LW2176  PID         -  LW2176
 LW2176  STATE/COUNTY-  RI/NEWPORT
 LW2176  USGS QUAD   -  TIVERTON (1975)
 LW2176
 LW2176                         *CURRENT SURVEY CONTROL
 LW2176  ___________________________________________________________________
 LW2176* NAD 83(1996)-  41 33 41.93715(N)    071 13 11.99482(W)     ADJUSTED  
 LW2176* NAVD 88     -                                                        
 LW2176  ___________________________________________________________________
 LW2176  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 LW2176  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW2176
 LW2176  HORZ ORDER  -  THIRD
 LW2176
 LW2176.The horizontal coordinates were established by classical geodetic methods
 LW2176.and adjusted by the National Geodetic Survey in August 1998..
 LW2176
 LW2176
 LW2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2176
 LW2176.The geoid height was determined by GEOID03.
 LW2176
 LW2176;                    North         East     Units Scale Factor Converg.
 LW2176;SPC RI       -    53,159.362   123,356.727   MT  1.00000046   +0 11 08.7
 LW2176;SPC RI       -   174,407.01    404,712.86   sFT  1.00000046   +0 11 08.7
 LW2176;SPC MA M     -   812,420.733   223,357.434   MT  1.00002630   +0 11 17.1
 LW2176;SPC MA M     - 2,665,417.02    732,798.51   sFT  1.00002630   +0 11 17.1
 LW2176;UTM  19      - 4,603,488.380   314,882.963   MT  1.00002173   -1 28 23.6
 LW2176
 LW2176                          SUPERSEDED SURVEY CONTROL
 LW2176
 LW2176  NAD 83(1996)-  41 33 41.93694(N)    071 13 11.99460(W) AD(       ) 4
 LW2176  NAD 83(1992)-  41 33 41.93534(N)    071 13 11.99399(W) AD(       ) 4
 LW2176  NAD 83(1992)-  41 33 41.93507(N)    071 13 11.99378(W) AD(       ) 4
 LW2176  NAD 83(1986)-  41 33 41.93543(N)    071 13 11.99210(W) AD(       ) 4
 LW2176  NAD 27      -  41 33 41.56600(N)    071 13 13.82400(W) AD(       ) 3
 LW2176
 LW2176.Superseded values are not recommended for survey control.
 LW2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2176.See file dsdata.txt to determine how the superseded data were derived.
 LW2176
 LW2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1488303488(NAD 83)
 LW2176
 LW2176  HISTORY     - Date     Condition        Report By
 LW2176  HISTORY     - 1917     MONUMENTED       CGS
 LW2176  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2176
 LW2176                          STATION DESCRIPTION
 LW2176
 LW2176'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2176'I AM TOLD THAT THERE WERE ONCE THREE FISHERMAN SHACKS ON FOGLAND
 LW2176'POINT, THAT TWO OF THEM HAVE BEEN DESTROYED AND THE THIRD ONE WAS
 LW2176'BUILT OVER INTO A COTTAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1892 ***********************************************************************
 LW1892  DESIGNATION -  WG 001
 LW1892  PID         -  LW1892
 LW1892  STATE/COUNTY-  RI/KENT
 LW1892  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1892
 LW1892                         *CURRENT SURVEY CONTROL
 LW1892  ___________________________________________________________________
 LW1892* NAD 83(1996)-  41 38 11.58581(N)    071 37 42.16221(W)     ADJUSTED  
 LW1892* NAVD 88     -       132.526  (meters)     434.80   (feet)  ADJUSTED  
 LW1892  ___________________________________________________________________
 LW1892  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 LW1892  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW1892  DYNAMIC HT  -         132.479 (meters)     434.64  (feet)  COMP
 LW1892  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 LW1892
 LW1892  HORZ ORDER  -  SECOND
 LW1892  VERT ORDER  -  SECOND    CLASS II
 LW1892
 LW1892.The horizontal coordinates were established by classical geodetic methods
 LW1892.and adjusted by the National Geodetic Survey in August 1998..
 LW1892
 LW1892.The orthometric height was determined by differential leveling
 LW1892.and adjusted by the National Geodetic Survey in June 1991..
 LW1892
 LW1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1892
 LW1892.The geoid height was determined by GEOID03.
 LW1892
 LW1892.The dynamic height is computed by dividing the NAVD 88
 LW1892.geopotential number by the normal gravity value computed on the
 LW1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1892.degrees latitude (g = 980.6199 gals.).
 LW1892
 LW1892.The modeled gravity was interpolated from observed gravity values.
 LW1892
 LW1892;                    North         East     Units Scale Factor Converg.
 LW1892;SPC RI       -    61,448.483    89,303.509   MT  0.99999516   -0 05 07.1
 LW1892;SPC RI       -   201,602.23    292,989.93   sFT  0.99999516   -0 05 07.1
 LW1892;UTM  19      - 4,612,761.690   281,080.564   MT  1.00018981   -1 44 49.2
 LW1892
 LW1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1892!SPC RI       -   0.99998394  x   0.99999516  =   0.99997910
 LW1892!UTM  19      -   0.99998394  x   1.00018981  =   1.00017374
 LW1892
 LW1892                          SUPERSEDED SURVEY CONTROL
 LW1892
 LW1892  NAD 83(1996)-  41 38 11.58460(N)    071 37 42.16154(W) AD(       ) 2
 LW1892  NAD 83(1992)-  41 38 11.58449(N)    071 37 42.16146(W) AD(       ) 2
 LW1892  NAD 83(1992)-  41 38 11.58378(N)    071 37 42.16114(W) AD(       ) 2
 LW1892  NAD 83(1986)-  41 38 11.58370(N)    071 37 42.16106(W) AD(       ) 2
 LW1892  NGVD 29 (12/08/88)  132.78   (m)          435.6    (f) LEVELING    3  
 LW1892
 LW1892.Superseded values are not recommended for survey control.
 LW1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1892.See file dsdata.txt to determine how the superseded data were derived.
 LW1892
 LW1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8108112762(NAD 83)
 LW1892_MARKER: DD = SURVEY DISK
 LW1892_SETTING: 66 = SET IN ROCK OUTCROP
 LW1892_SP_SET: OUTCROP
 LW1892_STAMPING: WG 001 1984
 LW1892_MARK LOGO: RIGS  
 LW1892_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1892+STABILITY: POSITION/ELEVATION WELL
 LW1892
 LW1892  HISTORY     - Date     Condition        Report By
 LW1892  HISTORY     - 1984     MONUMENTED       RIGS
 LW1892  HISTORY     - 1984     GOOD             RIGS
 LW1892
 LW1892                          STATION DESCRIPTION
 LW1892
 LW1892'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1892'THE STATION IS LOCATED ABOUT 15.6 KM (9.7 MI)
 LW1892'NORTH-NORTHEAST OF HOPE VALLEY, AND
 LW1892'10.0 KM (6.2 MI) NORTHWEST OF EXETER.
 LW1892'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 LW1892'
 LW1892'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1892'STATE HIGHWAY 3 (EXIT 6), ABOUT 6.9 KM (4.3 MI) SOUTH-SOUTHEAST OF
 LW1892'COVENTRY, GO SOUTH ON I-95 FOR 2.6 KM (1.6 MI) TO A LARGE EXPANSE
 LW1892'OF ROCK OUTCROP ON THE RIGHT, AND THE STATION ON THE TOP OF THIS
 LW1892'OUTCROP.
 LW1892'
 LW1892'THE STATION IS A STANDARD RIGS DISK
 LW1892'STAMPED---WG 001 1984---,
 LW1892'SET INTO A DRILL HOLE AT THE TOP OF A HIGH ROCK OUTCROP.  LOCATED
 LW1892'26.2 METERS (86.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF I-95
 LW1892'SOUTHBOUND,
 LW1892'24.2 METERS (79.5 FT) SOUTHEAST FROM THE JUNCTION POST OF THE RIGHT-
 LW1892'OF-WAY FENCE,
 LW1892'7.3 METERS (24.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST,
 LW1892'5.5 METERS (18.0 FT) NORTH-NORTHWEST FROM THE EDGE OF THE ROCK CLIFF.
 LW1892
 LW1892                          STATION RECOVERY (1984)
 LW1892
 LW1892'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1892'10.0 KM (6.2 MI) NW FROM EXETER.
 LW1892'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1892'STATE HIGHWAY 3 (EXIT 6), ABOUT 6.9 KM (4.3 MI) SOUTH-SOUTHEAST OF
 LW1892'COVENTRY, GO SOUTH ON I-95 FOR 2.6 KM (1.6 MI) TO A LARGE EXPANSE OF
 LW1892'ROCK OUTCROP ON THE RIGHT, AND THE STATION ON THE TOP OF THIS
 LW1892'OUTCROP.  THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL HOLE
 LW1892'AT THE TOP OF A HIGH ROCK OUTCROP.  LOCATED 26.2 METERS (86.0 FT)
 LW1892'NORTH-NORTHWEST FROM THE CENTERLINE OF I-95 SOUTHBOUND, 24.2 METERS
 LW1892'(79.5 FT) SOUTHEAST FROM THE JUNCTION POST OF THE RIGHT- OF-WAY
 LW1892'FENCE, 7.3 METERS (24.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST,
 LW1892'5.5 METERS (18.0 FT) NORTH-NORTHWEST FROM THE EDGE OF THE ROCK CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1893 ***********************************************************************
 LW1893  DESIGNATION -  WG 002
 LW1893  PID         -  LW1893
 LW1893  STATE/COUNTY-  RI/KENT
 LW1893  USGS QUAD   -  HOPE VALLEY (1975)
 LW1893
 LW1893                         *CURRENT SURVEY CONTROL
 LW1893  ___________________________________________________________________
 LW1893* NAD 83(1996)-  41 37 18.08363(N)    071 38 37.19208(W)     ADJUSTED  
 LW1893* NAVD 88     -       118.545  (meters)     388.93   (feet)  ADJUSTED  
 LW1893  ___________________________________________________________________
 LW1893  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 LW1893  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LW1893  DYNAMIC HT  -         118.502 (meters)     388.79  (feet)  COMP
 LW1893  MODELED GRAV-     980,264.5   (mgal)                       NAVD 88
 LW1893
 LW1893  HORZ ORDER  -  SECOND
 LW1893  VERT ORDER  -  SECOND    CLASS II
 LW1893
 LW1893.The horizontal coordinates were established by classical geodetic methods
 LW1893.and adjusted by the National Geodetic Survey in August 1998..
 LW1893
 LW1893.The orthometric height was determined by differential leveling
 LW1893.and adjusted by the National Geodetic Survey in June 1991..
 LW1893
 LW1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1893
 LW1893.The geoid height was determined by GEOID03.
 LW1893
 LW1893.The dynamic height is computed by dividing the NAVD 88
 LW1893.geopotential number by the normal gravity value computed on the
 LW1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1893.degrees latitude (g = 980.6199 gals.).
 LW1893
 LW1893.The modeled gravity was interpolated from observed gravity values.
 LW1893
 LW1893;                    North         East     Units Scale Factor Converg.
 LW1893;SPC RI       -    59,799.869    88,027.123   MT  0.99999551   -0 05 43.5
 LW1893;SPC RI       -   196,193.40    288,802.32   sFT  0.99999551   -0 05 43.5
 LW1893;UTM  19      - 4,611,150.457   279,756.652   MT  1.00019697   -1 45 23.9
 LW1893
 LW1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1893!SPC RI       -   0.99998613  x   0.99999551  =   0.99998164
 LW1893!UTM  19      -   0.99998613  x   1.00019697  =   1.00018310
 LW1893
 LW1893                          SUPERSEDED SURVEY CONTROL
 LW1893
 LW1893  NAD 83(1992)-  41 37 18.08231(N)    071 38 37.19133(W) AD(       ) 2
 LW1893  NAD 83(1986)-  41 37 18.08159(N)    071 38 37.19072(W) AD(       ) 2
 LW1893  NGVD 29 (12/08/88)  118.80   (m)          389.8    (f) LEVELING    3  
 LW1893
 LW1893.Superseded values are not recommended for survey control.
 LW1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1893.See file dsdata.txt to determine how the superseded data were derived.
 LW1893
 LW1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7975711150(NAD 83)
 LW1893_MARKER: DD = SURVEY DISK
 LW1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1893_SP_SET: CONCRETE POST
 LW1893_STAMPING: WG 002 1984
 LW1893_MARK LOGO: RIGS  
 LW1893_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1893+STABILITY: SURFACE MOTION
 LW1893
 LW1893  HISTORY     - Date     Condition        Report By
 LW1893  HISTORY     - 1984     MONUMENTED       RIGS
 LW1893  HISTORY     - 1984     GOOD             RIGS
 LW1893
 LW1893                          STATION DESCRIPTION
 LW1893
 LW1893'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1893'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI)
 LW1893'NORTH-NORTHEAST OF HOPE VALLEY, AND
 LW1893'10.0 KM (6.2 MI) WEST-NORTHWEST OF EXETER.
 LW1893'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 LW1893'
 LW1893'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1893'STATE HIGHWAY 3 (EXIT 6), ABOUT 6.9 KM (4.3 MI) SOUTH-SOUTHEAST OF
 LW1893'COVENTRY, GO SOUTH ON I-95 FOR 4.7 KM (2.9 MI) TO THE STATION ON
 LW1893'THE RIGHT AT THE BASE OF AN EMBANKMENT.
 LW1893'
 LW1893'THE STATION IS A STANDARD RIGS DISK
 LW1893'STAMPED---WG 002 1984---,
 LW1893'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1893'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1893'28.3 METERS (93 FT) EAST-SOUTHEAST FROM A RHODE
 LW1893'ISLAND HIGHWAY BOUND SET
 LW1893'ON TOP OF THE EMBANKMENT AT A FENCE LINE,
 LW1893'11.7 METERS (38.5 FT) NORTHWEST FROM THE CENTERLINE OF I-95 SOUTH,
 LW1893'8.5 METERS (28.0 FT) EAST-SOUTHEAST FROM A SAPLING CHERRY TREE,
 LW1893'4.7 METERS (15.3 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW1893'THE UNDERGROUND MARK IS A STANDARD RIGS DISK
 LW1893'STAMPED---WG 002 1984---,
 LW1893'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1893
 LW1893                          STATION RECOVERY (1984)
 LW1893
 LW1893'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1893'10.0 KM (6.2 MI) WNW FROM EXETER.
 LW1893'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1893'STATE HIGHWAY 3 (EXIT 6), ABOUT 6.9 KM (4.3 MI) SOUTH-SOUTHEAST OF
 LW1893'COVENTRY, GO SOUTH ON I-95 FOR 4.7 KM (2.9 MI) TO THE STATION ON THE
 LW1893'RIGHT AT THE BASE OF AN EMBANKMENT.  THE STATION IS A STANDARD RIGS
 LW1893'DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW1893'FLUSH WITH GROUND.  LOCATED 28.3 METERS (93 FT) EAST-SOUTHEAST FROM A
 LW1893'RHODE ISLAND HIGHWAY BOUND SET ON TOP OF THE EMBANKMENT AT A FENCE
 LW1893'LINE, 11.7 METERS (38.5 FT) NORTHWEST FROM THE CENTERLINE OF I-95
 LW1893'SOUTH, 8.5 METERS (28.0 FT) EAST-SOUTHEAST FROM A SAPLING CHERRY
 LW1893'TREE, 4.7 METERS (15.3 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS
 LW1893'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1894 ***********************************************************************
 LW1894  CBN         -  This is a Cooperative Base Network Control Station.
 LW1894  DESIGNATION -  WG 003
 LW1894  PID         -  LW1894
 LW1894  STATE/COUNTY-  RI/KENT
 LW1894  USGS QUAD   -  HOPE VALLEY (1975)
 LW1894
 LW1894                         *CURRENT SURVEY CONTROL
 LW1894  ___________________________________________________________________
 LW1894* NAD 83(1996)-  41 36 48.34436(N)    071 39 07.57954(W)     ADJUSTED  
 LW1894* NAVD 88     -       118.053  (meters)     387.31   (feet)  ADJUSTED  
 LW1894  ___________________________________________________________________
 LW1894  X           -   1,503,319.291 (meters)                     COMP
 LW1894  Y           -  -4,532,903.664 (meters)                     COMP
 LW1894  Z           -   4,213,657.687 (meters)                     COMP
 LW1894  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 LW1894  ELLIP HEIGHT-          87.92  (meters)          (06/22/01) GPS OBS
 LW1894  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW1894  DYNAMIC HT  -         118.011 (meters)     387.17  (feet)  COMP
 LW1894  MODELED GRAV-     980,264.1   (mgal)                       NAVD 88
 LW1894
 LW1894  HORZ ORDER  -  A
 LW1894  VERT ORDER  -  SECOND    CLASS II
 LW1894  ELLP ORDER  -  FOURTH    CLASS I
 LW1894
 LW1894.The horizontal coordinates were established by GPS observations
 LW1894.and adjusted by the National Geodetic Survey in June 2001..
 LW1894
 LW1894.The orthometric height was determined by differential leveling
 LW1894.and adjusted by the National Geodetic Survey in June 1991..
 LW1894
 LW1894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW1894
 LW1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1894
 LW1894.The ellipsoidal height was determined by GPS observations
 LW1894.and is referenced to NAD 83.
 LW1894
 LW1894.The geoid height was determined by GEOID03.
 LW1894
 LW1894.The dynamic height is computed by dividing the NAVD 88
 LW1894.geopotential number by the normal gravity value computed on the
 LW1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1894.degrees latitude (g = 980.6199 gals.).
 LW1894
 LW1894.The modeled gravity was interpolated from observed gravity values.
 LW1894
 LW1894;                    North         East     Units Scale Factor Converg.
 LW1894;SPC RI       -    58,883.575    87,322.043   MT  0.99999573   -0 06 03.6
 LW1894;SPC RI       -   193,187.20    286,489.07   sFT  0.99999573   -0 06 03.6
 LW1894;UTM  19      - 4,610,254.805   279,025.158   MT  1.00020094   -1 45 43.1
 LW1894
 LW1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1894!SPC RI       -   0.99998621  x   0.99999573  =   0.99998194
 LW1894!UTM  19      -   0.99998621  x   1.00020094  =   1.00018715
 LW1894
 LW1894                          SUPERSEDED SURVEY CONTROL
 LW1894
 LW1894  NAD 83(1996)-  41 36 48.34498(N)    071 39 07.57688(W) AD(       ) 2
 LW1894  NAD 83(1992)-  41 36 48.34367(N)    071 39 07.57613(W) AD(       ) 2
 LW1894  NAD 83(1986)-  41 36 48.34299(N)    071 39 07.57545(W) AD(       ) 2
 LW1894  NAVD 88 (06/22/01)  118.05   (m)          387.3    (f) LEVELING    3  
 LW1894  NGVD 29 (12/08/88)  118.31   (m)          388.2    (f) LEVELING    3  
 LW1894
 LW1894.Superseded values are not recommended for survey control.
 LW1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1894.See file dsdata.txt to determine how the superseded data were derived.
 LW1894
 LW1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7902510255(NAD 83)
 LW1894_MARKER: DD = SURVEY DISK
 LW1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1894_SP_SET: CONCRETE POST
 LW1894_STAMPING: WG 003 1984
 LW1894_MARK LOGO: RIGS  
 LW1894_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1894+STABILITY: SURFACE MOTION
 LW1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1894+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LW1894
 LW1894  HISTORY     - Date     Condition        Report By
 LW1894  HISTORY     - 1984     MONUMENTED       RIGS
 LW1894  HISTORY     - 1984     GOOD             RIGS
 LW1894  HISTORY     - 20000810 GOOD             RIDT
 LW1894  HISTORY     - 20030612 GOOD             INDIV
 LW1894  HISTORY     - 20050410 GOOD             CTGS
 LW1894
 LW1894                          STATION DESCRIPTION
 LW1894
 LW1894'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1894'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI)
 LW1894'NORTH-NORTHEAST OF HOPE VALLEY, AND
 LW1894'10.5 KM (6.5 MI) WEST-NORTHWEST OF
 LW1894'EXETER, IN THE MEDIAN OF INTERSTATE HIGHWAY 95.
 LW1894'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 LW1894'
 LW1894'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1894'STATE HIGHWAY 102 (EXIT 5), ABOUT 10.5 KM (6.5 MI) WEST OF EXETER,
 LW1894'GO NORTH ON I-95 FOR 1.3 KM (0.8 MI) TO EMERGENCY CALL BOX 0062 ON
 LW1894'THE RIGHT, AND THE STATION ON THE LEFT.
 LW1894'
 LW1894'THE STATION IS A STANDARD RIGS DISK
 LW1894'STAMPED---WG 003 1984---,
 LW1894'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1894'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 LW1894'30.2 METERS (99.0 FT) SOUTHEAST FROM THE MIDDLE OF TWO DRAINAGE
 LW1894'GRATES ON THE WESTERLY SIDE OF THE MEDIAN,
 LW1894'26.2 METERS (86.0 FT) WEST FROM AN EMERGENCY CALL BOX 0062,
 LW1894'11.9 METERS (39.0 FT) WEST-NORTHWEST FROM THE CENTER OF I-95 NORTH,
 LW1894'9.4 METERS (31.0 FT) EAST FROM THE CENTER AND PERPENDICULAR TO A
 LW1894'BITUMINOUS COVERED DRAINAGE DITCH,
 LW1894'1.75 METERS (5.65 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW1894'THE UNDERGROUND MARK IS A STANDARD RIGS DISK
 LW1894'STAMPED---WG 003 1984---,
 LW1894'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1894
 LW1894                          STATION RECOVERY (1984)
 LW1894
 LW1894'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1894'10.5 KM (6.5 MI) WNW FROM EXETER.
 LW1894'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW1894'STATE HIGHWAY 102 (EXIT 5), ABOUT 10.5 KM (6.5 MI) WEST OF EXETER, GO
 LW1894'NORTH ON I-95 FOR 1.3 KM (0.8 MI) TO EMERGENCY CALL BOX 0062 ON THE
 LW1894'RIGHT, AND THE STATION ON THE LEFT.  THE STATION IS LOCATED IN THE
 LW1894'MEDIAN OF INTERSTATE HIGHWAY 95.  THE STATION IS A STANDARD RIGS DISK
 LW1894'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW1894'RECESSED 5 CM BELOW GROUND.  LOCATED 30.2 METERS (99.0 FT) SOUTHEAST
 LW1894'FROM THE MIDDLE OF TWO DRAINAGE GRATES ON THE WESTERLY SIDE OF THE
 LW1894'MEDIAN, 26.2 METERS (86.0 FT) WEST FROM AN EMERGENCY CALL BOX 0062,
 LW1894'11.9 METERS (39.0 FT) WEST-NORTHWEST FROM THE CENTER OF I-95 NORTH,
 LW1894'9.4 METERS (31.0 FT) EAST FROM THE CENTER AND PERPENDICULAR TO A
 LW1894'BITUMINOUS COVERED DRAINAGE DITCH, 1.75 METERS (5.65 FT) NORTHWEST
 LW1894'FROM A FIBERGLASS WITNESS POST.
 LW1894
 LW1894                          STATION RECOVERY (2000)
 LW1894
 LW1894'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW1894'THE STATION IS LOCATED IN WEST GREENWICH, RI ABOUT 8.0 MI (12.9 KM)
 LW1894'NORTH-NORTHEAST OF HOPE VALLEY, 6.5 MI (10.5 KM) WEST-NORTHWEST OF
 LW1894'EXETER IN THE MEDIAN OF INTERSTATE HIGHWAY 95.  TO REACH FROM A
 LW1894'POINT ABOUT 6.5 MI (10.5 KM) WEST OF EXETER AT THE JUNCTION OF
 LW1894'INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 102, GO NORTH ON
 LW1894'INTERSTATE HIGHWAY 95 FOR 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT
 LW1894'IN THE MEDIAN.  A STANDARD RIGS DISK SET IN THE TOP OF A 30 CM
 LW1894'DIAMETER CONCRETE POST RECESSED 5 CM BELOW GROUND LEVEL.  IT IS,
 LW1894'30.2 M (99.1 FT) SOUTHEAST FROM THE CENTER OF TWO DRAINAGE GRATES
 LW1894'ON THE WESTERLY SIDE OF THE MEDIAN, 11.9 M (39.0 FT) WEST-NORTHWEST
 LW1894'FROM THE CENTER OF I-95 NORTH, 9.4 M (30.8 FT) EAST FROM THE CENTER
 LW1894'OF AND PERPENDICULAR TO A BITUMINOUS COVERED DRAINAGE DITCH.
 LW1894'DESCRIBED BY JOSEPH SAUNDERS.
 LW1894'
 LW1894
 LW1894                          STATION RECOVERY (2003)
 LW1894
 LW1894'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW1894'RECOVERED IN GOOD CONDITION.
 LW1894
 LW1894                          STATION RECOVERY (2005)
 LW1894
 LW1894'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LW1894'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1895 ***********************************************************************
 LW1895  DESIGNATION -  WG 004
 LW1895  PID         -  LW1895
 LW1895  STATE/COUNTY-  RI/KENT
 LW1895  USGS QUAD   -  CROMPTON (1995)
 LW1895
 LW1895                         *CURRENT SURVEY CONTROL
 LW1895  ___________________________________________________________________
 LW1895* NAD 83(1996)-  41 39 02.32219(N)    071 35 53.75361(W)     ADJUSTED  
 LW1895* NAVD 88     -        97.336  (meters)     319.34   (feet)  ADJUSTED  
 LW1895  ___________________________________________________________________
 LW1895  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 LW1895  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW1895  DYNAMIC HT  -          97.301 (meters)     319.23  (feet)  COMP
 LW1895  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 LW1895
 LW1895  HORZ ORDER  -  SECOND
 LW1895  VERT ORDER  -  SECOND    CLASS II
 LW1895
 LW1895.The horizontal coordinates were established by classical geodetic methods
 LW1895.and adjusted by the National Geodetic Survey in August 1998..
 LW1895
 LW1895.The orthometric height was determined by differential leveling
 LW1895.and adjusted by the National Geodetic Survey in June 1991..
 LW1895
 LW1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1895
 LW1895.The geoid height was determined by GEOID03.
 LW1895
 LW1895.The dynamic height is computed by dividing the NAVD 88
 LW1895.geopotential number by the normal gravity value computed on the
 LW1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1895.degrees latitude (g = 980.6199 gals.).
 LW1895
 LW1895.The modeled gravity was interpolated from observed gravity values.
 LW1895
 LW1895;                    North         East     Units Scale Factor Converg.
 LW1895;SPC RI       -    63,010.483    91,814.351   MT  0.99999457   -0 03 55.1
 LW1895;SPC RI       -   206,726.89    301,227.58   sFT  0.99999457   -0 03 55.1
 LW1895;UTM  19      - 4,614,250.494   283,636.131   MT  1.00017612   -1 43 38.8
 LW1895
 LW1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1895!SPC RI       -   0.99998945  x   0.99999457  =   0.99998402
 LW1895!UTM  19      -   0.99998945  x   1.00017612  =   1.00016557
 LW1895
 LW1895                          SUPERSEDED SURVEY CONTROL
 LW1895
 LW1895  NAD 83(1996)-  41 39 02.32117(N)    071 35 53.75309(W) AD(       ) 2
 LW1895  NAD 83(1992)-  41 39 02.32087(N)    071 35 53.75287(W) AD(       ) 2
 LW1895  NAD 83(1992)-  41 39 02.32025(N)    071 35 53.75294(W) AD(       ) 2
 LW1895  NAD 83(1986)-  41 39 02.32024(N)    071 35 53.75274(W) AD(       ) 2
 LW1895  NGVD 29 (12/08/88)   97.59   (m)          320.2    (f) LEVELING    3  
 LW1895
 LW1895.Superseded values are not recommended for survey control.
 LW1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1895.See file dsdata.txt to determine how the superseded data were derived.
 LW1895
 LW1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8363614250(NAD 83)
 LW1895_MARKER: DD = SURVEY DISK
 LW1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1895_SP_SET: CONCRETE POST
 LW1895_STAMPING: WG 004 1984
 LW1895_MARK LOGO: RIGS  
 LW1895_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1895+STABILITY: SURFACE MOTION
 LW1895
 LW1895  HISTORY     - Date     Condition        Report By
 LW1895  HISTORY     - 1984     MONUMENTED       RIGS
 LW1895  HISTORY     - 1984     GOOD             RIGS
 LW1895
 LW1895                          STATION DESCRIPTION
 LW1895
 LW1895'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1895'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTH-NORTHWEST OF
 LW1895'EXETER, 6.9 KM (4.3 MI) SOUTH-SOUTHEAST OF COVENTRY, AND ON THE
 LW1895'NORTH SIDE OF INTERSTATE 95.
 LW1895'OWNERSHIP -- STATE HIGHWAY RIGHT-OF-WAY.
 LW1895'
 LW1895'TO REACH THE STATION FROM THE JUNCTION OF I-95 AND STATE HIGHWAY 3
 LW1895'(EXIT 6), ABOUT 6.9 KM (4.3 MI) SOUTH-SOUTHEAST OF COVENTRY, GO
 LW1895'NORTH ON I-95 FOR 0.6 KM (0.4 MI) TO
 LW1895'THE STATION ON THE LEFT, NORTH OF THE SOUTHBOUND LANES.
 LW1895'
 LW1895'THE STATION IS A STANDARD RIGS  DISK
 LW1895'STAMPED---WG 004 1984---,
 LW1895'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1895'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1895'60.0 METERS (197.0 FT) NORTHWEST FROM AN EMERGENCY CALL BOX (NUMBER
 LW1895'MISSING) FOR THE SOUTHBOUND LANES OF I-95,
 LW1895'29.3 METERS (96.2 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF I-95
 LW1895'SOUTHBOUND,
 LW1895'21.7 METERS (71.2 FT) SOUTH-SOUTHWEST FROM A TELEPHONE POLE NUMBER
 LW1895'17 ON THE NORTH SIDE OF LAKE DRIVE.
 LW1895'THE UNDERGROUND MARK IS A STANDARD RIGS DISK
 LW1895'STAMPED---WG 004 1984---,
 LW1895'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1895
 LW1895                          STATION RECOVERY (1984)
 LW1895
 LW1895'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1895'6.9 KM (4.3 MI) SSE FROM COVENTRY.
 LW1895'TO REACH THE STATION FROM THE JUNCTION OF I-95 AND STATE HIGHWAY 3
 LW1895'(EXIT 6), ABOUT 6.9 KM (4.3 MI) SOUTH-SOUTHEAST OF COVENTRY, GO NORTH
 LW1895'ON I-95 FOR 0.6 KM (0.4 MI) TO THE STATION ON THE LEFT, NORTH OF THE
 LW1895'SOUTHBOUND LANES.  THE STATION IS A STANDARD RIGS DISK SET INTO THE
 LW1895'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW1895'LOCATED 60.0 METERS (197.0 FT) NORTHWEST FROM AN EMERGENCY CALL BOX
 LW1895'(NUMBER MISSING) FOR THE SOUTHBOUND LANES OF I-95, 29.3 METERS (96.2
 LW1895'FT) NORTH-NORTHEAST FROM THE CENTERLINE OF I-95 SOUTHBOUND, 21.7
 LW1895'METERS (71.2 FT) SOUTH-SOUTHWEST FROM A TELEPHONE POLE NUMBER 17 ON
 LW1895'THE NORTH SIDE OF LAKE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1896 ***********************************************************************
 LW1896  DESIGNATION -  WG 005
 LW1896  PID         -  LW1896
 LW1896  STATE/COUNTY-  RI/KENT
 LW1896  USGS QUAD   -  CROMPTON (1995)
 LW1896
 LW1896                         *CURRENT SURVEY CONTROL
 LW1896  ___________________________________________________________________
 LW1896* NAD 83(1996)-  41 38 57.09406(N)    071 35 20.53125(W)     ADJUSTED  
 LW1896* NAVD 88     -        99.508  (meters)     326.47   (feet)  ADJUSTED  
 LW1896  ___________________________________________________________________
 LW1896  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 LW1896  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW1896  DYNAMIC HT  -          99.472 (meters)     326.35  (feet)  COMP
 LW1896  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 LW1896
 LW1896  HORZ ORDER  -  SECOND
 LW1896  VERT ORDER  -  SECOND    CLASS II
 LW1896
 LW1896.The horizontal coordinates were established by classical geodetic methods
 LW1896.and adjusted by the National Geodetic Survey in August 1998..
 LW1896
 LW1896.The orthometric height was determined by differential leveling
 LW1896.and adjusted by the National Geodetic Survey in June 1991..
 LW1896
 LW1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1896
 LW1896.The geoid height was determined by GEOID03.
 LW1896
 LW1896.The dynamic height is computed by dividing the NAVD 88
 LW1896.geopotential number by the normal gravity value computed on the
 LW1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1896.degrees latitude (g = 980.6199 gals.).
 LW1896
 LW1896.The modeled gravity was interpolated from observed gravity values.
 LW1896
 LW1896;                    North         East     Units Scale Factor Converg.
 LW1896;SPC RI       -    62,848.352    92,582.930   MT  0.99999443   -0 03 33.0
 LW1896;SPC RI       -   206,194.97    303,749.16   sFT  0.99999443   -0 03 33.0
 LW1896;UTM  19      - 4,614,066.105   284,399.821   MT  1.00017206   -1 43 16.5
 LW1896
 LW1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1896!SPC RI       -   0.99998911  x   0.99999443  =   0.99998354
 LW1896!UTM  19      -   0.99998911  x   1.00017206  =   1.00016117
 LW1896
 LW1896                          SUPERSEDED SURVEY CONTROL
 LW1896
 LW1896  NAD 83(1996)-  41 38 57.09308(N)    071 35 20.53072(W) AD(       ) 2
 LW1896  NAD 83(1992)-  41 38 57.09275(N)    071 35 20.53051(W) AD(       ) 2
 LW1896  NAD 83(1992)-  41 38 57.09214(N)    071 35 20.53056(W) AD(       ) 2
 LW1896  NAD 83(1986)-  41 38 57.09216(N)    071 35 20.53032(W) AD(       ) 2
 LW1896  NGVD 29 (12/08/88)   99.76   (m)          327.3    (f) LEVELING    3  
 LW1896
 LW1896.Superseded values are not recommended for survey control.
 LW1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1896.See file dsdata.txt to determine how the superseded data were derived.
 LW1896
 LW1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8440014066(NAD 83)
 LW1896_MARKER: DD = SURVEY DISK
 LW1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1896_SP_SET: CONCRETE POST
 LW1896_STAMPING: WG 005 1984
 LW1896_MARK LOGO: RIGS  
 LW1896_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1896+STABILITY: SURFACE MOTION
 LW1896
 LW1896  HISTORY     - Date     Condition        Report By
 LW1896  HISTORY     - 1984     MONUMENTED       RIGS
 LW1896  HISTORY     - 1984     GOOD             RIGS
 LW1896
 LW1896                          STATION DESCRIPTION
 LW1896
 LW1896'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1896'THE STATION IS LOCATED ABOUT 9.0 KM (5.6 MI)
 LW1896'NORTH-NORTHWEST OF EXETER.
 LW1896'6.9 KM (4.3 MI) SOUTH-SOUTHEAST OF COVENTRY, AND ON THE SOUTH SIDE
 LW1896'OF INTERSTATE HIGHWAY 95.
 LW1896'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 LW1896'
 LW1896'TO REACH THE STATION FROM THE JUNCTION OF I-95 AND STATE HIGHWAY 3
 LW1896'(EXIT 6), ABOUT 6.9 KM (4.3 MI) SOUTH-SOUTHEAST OF COVENTRY, GO
 LW1896'NORTH
 LW1896'ON I-95 FOR 1.4 KM (0.9 MI) TO A LARGE SANDY HIGHWAY EMBANKMENT ON
 LW1896'THE RIGHT, AND THE STATION ON THE TOP OF THE EMBANKMENT.
 LW1896'
 LW1896'THE STATION IS A STANDARD RIGS DISK
 LW1896'STAMPED---WG 005 1984---,
 LW1896'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1896'30 CM IN DIAMETER RECESSED 7.6 CM BELOW GROUND.  LOCATED
 LW1896'36.9 METERS (121.0 FT) SOUTH FROM THE CENTERLINE OF I-95 NORTHBOUND
 LW1896'(SLOPE DISTANCE),
 LW1896'31.5 METERS (103.5 FT) SOUTH-SOUTHWEST FROM A 24 INCH ROUND METAL
 LW1896'DROP INLET (SLOPE DISTANCE),
 LW1896'23.9 METERS (78.5 FT) SOUTHWEST FROM A 24 INCH CONCRETE CULVERT
 LW1896'MOUTH (SLOPE DISTANCE),
 LW1896'11.6 METERS (38.0 FT) EAST-NORTHEAST FROM A METAL JUNCTION POST OF
 LW1896'THE RIGHT-OF-WAY FENCE,
 LW1896'3.4 METERS (11.0 FT) SOUTH FROM THE EDGE OF THE TOP OF THE
 LW1896'EMBANKMENT.
 LW1896'THE UNDERGROUND MARK IS A STANDARD RIGS DISK
 LW1896'STAMPED---WG 005 1984---,
 LW1896'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 LW1896
 LW1896                          STATION RECOVERY (1984)
 LW1896
 LW1896'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1896'6.9 KM (4.3 MI) SSE FROM COVENTRY.
 LW1896'TO REACH THE STATION FROM THE JUNCTION OF I-95 AND STATE HIGHWAY 3
 LW1896'(EXIT 6), ABOUT 6.9 KM (4.3 MI) SOUTH-SOUTHEAST OF COVENTRY, GO NORTH
 LW1896'ON I-95 FOR 1.4 KM (0.9 MI) TO A LARGE SANDY HIGHWAY EMBANKMENT ON
 LW1896'THE RIGHT, AND THE STATION ON THE TOP OF THE EMBANKMENT.  THE STATION
 LW1896'IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1896'30 CM IN DIAMETER RECESSED 7.6 CM BELOW GROUND.  LOCATED 36.9 METERS
 LW1896'(121.0 FT) SOUTH FROM THE CENTERLINE OF I-95 NORTHBOUND (SLOPE
 LW1896'DISTANCE), 31.5 METERS (103.5 FT) SOUTH-SOUTHWEST FROM A 24 INCH
 LW1896'ROUND METAL DROP INLET (SLOPE DISTANCE), 23.9 METERS (78.5 FT)
 LW1896'SOUTHWEST FROM A 24 INCH CONCRETE CULVERT MOUTH (SLOPE DISTANCE),
 LW1896'11.6 METERS (38.0 FT) EAST-NORTHEAST FROM A METAL JUNCTION POST OF
 LW1896'THE RIGHT-OF-WAY FENCE, 3.4 METERS (11.0 FT) SOUTH FROM THE EDGE OF
 LW1896'THE TOP OF THE EMBANKMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1897 ***********************************************************************
 LW1897  DESIGNATION -  WG 006
 LW1897  PID         -  LW1897
 LW1897  STATE/COUNTY-  RI/KENT
 LW1897  USGS QUAD   -  CROMPTON (1995)
 LW1897
 LW1897                         *CURRENT SURVEY CONTROL
 LW1897  ___________________________________________________________________
 LW1897* NAD 83(1996)-  41 39 05.12620(N)    071 34 41.57273(W)     ADJUSTED  
 LW1897* NAVD 88     -       103.865  (meters)     340.76   (feet)  ADJUSTED  
 LW1897  ___________________________________________________________________
 LW1897  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 LW1897  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW1897  DYNAMIC HT  -         103.828 (meters)     340.64  (feet)  COMP
 LW1897  MODELED GRAV-     980,267.4   (mgal)                       NAVD 88
 LW1897
 LW1897  HORZ ORDER  -  SECOND
 LW1897  VERT ORDER  -  SECOND    CLASS II
 LW1897
 LW1897.The horizontal coordinates were established by classical geodetic methods
 LW1897.and adjusted by the National Geodetic Survey in August 1998..
 LW1897
 LW1897.The orthometric height was determined by differential leveling
 LW1897.and adjusted by the National Geodetic Survey in June 1991..
 LW1897
 LW1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1897
 LW1897.The geoid height was determined by GEOID03.
 LW1897
 LW1897.The dynamic height is computed by dividing the NAVD 88
 LW1897.geopotential number by the normal gravity value computed on the
 LW1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1897.degrees latitude (g = 980.6199 gals.).
 LW1897
 LW1897.The modeled gravity was interpolated from observed gravity values.
 LW1897
 LW1897;                    North         East     Units Scale Factor Converg.
 LW1897;SPC RI       -    63,095.282    93,484.652   MT  0.99999427   -0 03 07.1
 LW1897;SPC RI       -   207,005.10    306,707.56   sFT  0.99999427   -0 03 07.1
 LW1897;UTM  19      - 4,614,286.815   285,308.486   MT  1.00016724   -1 42 50.9
 LW1897
 LW1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1897!SPC RI       -   0.99998842  x   0.99999427  =   0.99998269
 LW1897!UTM  19      -   0.99998842  x   1.00016724  =   1.00015566
 LW1897
 LW1897                          SUPERSEDED SURVEY CONTROL
 LW1897
 LW1897  NAD 83(1996)-  41 39 05.12525(N)    071 34 41.57221(W) AD(       ) 2
 LW1897  NAD 83(1992)-  41 39 05.12487(N)    071 34 41.57198(W) AD(       ) 2
 LW1897  NAD 83(1992)-  41 39 05.12428(N)    071 34 41.57204(W) AD(       ) 2
 LW1897  NAD 83(1986)-  41 39 05.12433(N)    071 34 41.57177(W) AD(       ) 2
 LW1897  NGVD 29 (12/08/88)  104.12   (m)          341.6    (f) LEVELING    3  
 LW1897
 LW1897.Superseded values are not recommended for survey control.
 LW1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1897.See file dsdata.txt to determine how the superseded data were derived.
 LW1897
 LW1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8530814287(NAD 83)
 LW1897_MARKER: DD = SURVEY DISK
 LW1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1897_SP_SET: CONCRETE POST
 LW1897_STAMPING: WG 006 1984
 LW1897_MARK LOGO: RIGS  
 LW1897_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1897+STABILITY: SURFACE MOTION
 LW1897
 LW1897  HISTORY     - Date     Condition        Report By
 LW1897  HISTORY     - 1984     MONUMENTED       RIGS
 LW1897  HISTORY     - 1984     GOOD             RIGS
 LW1897
 LW1897                          STATION DESCRIPTION
 LW1897
 LW1897'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1897'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI)
 LW1897'NORTH-NORTHWEST OF EXETER,
 LW1897'7.2 KM (4.5 MI) SOUTHEAST OF COVENTRY, AND ON THE RIGHT SIDE OF
 LW1897'INTERSTATE HIGHWAY 95.
 LW1897'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 LW1897'
 LW1897'TO REACH THE STATION FROM THE JUNCTION OF I-95 AND STATE HIGHWAY 3
 LW1897'(EXIT 6), ABOUT 6.9 KM (4.3 MI) SOUTH-SOUTHEAST OF COVENTRY, GO
 LW1897'NORTH ON I-95 FOR 2.4 KM (1.5 MI) TO AN EMERGENCY CALL BOX ON THE
 LW1897'RIGHT, AND THE STATION.
 LW1897'
 LW1897'THE STATION IS A STANDARD RIGS DISK
 LW1897'STAMPED---WG 006 1984---,
 LW1897'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1897'30 CM IN DIAMETER, RECESSED 5 CM BELOW GROUND.  LOCATED
 LW1897'38.4 METERS (126.0 FT) EAST FROM A METAL LIGHT POLE,
 LW1897'29.3 METERS (96.0 FT) WEST-SOUTHWEST FROM A METAL LIGHT POLE,
 LW1897'12.2 METERS (40.0 FT) SOUTHEAST FROM THE CENTERLINE OF I-95 NORTH,
 LW1897'3.2 METERS (10.5 FT) SOUTH FROM A MOTORIST AID CALL BOX NUMBER 0082,
 LW1897'2.9 METERS (9.6 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 LW1897'THE UNDERGROUND MARK IS A STANDARD RIGS DISK
 LW1897'STAMPED---WG 006 1984---,
 LW1897'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1897
 LW1897                          STATION RECOVERY (1984)
 LW1897
 LW1897'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1897'7.2 KM (4.5 MI) SE FROM COVENTRY.
 LW1897'TO REACH THE STATION FROM THE JUNCTION OF I-95 AND STATE HIGHWAY 3
 LW1897'(EXIT 6), ABOUT 6.9 KM (4.3 MI) SOUTH-SOUTHEAST OF COVENTRY, GO NORTH
 LW1897'ON I-95 FOR 2.4 KM (1.5 MI) TO AN EMERGENCY CALL BOX ON THE RIGHT,
 LW1897'AND THE STATION.  THE STATION IS A STANDARD RIGS DISK SET INTO THE
 LW1897'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER, RECESSED 5 CM
 LW1897'BELOW GROUND.  LOCATED 38.4 METERS (126.0 FT) EAST FROM A METAL LIGHT
 LW1897'POLE, 29.3 METERS (96.0 FT) WEST-SOUTHWEST FROM A METAL LIGHT POLE,
 LW1897'12.2 METERS (40.0 FT) SOUTHEAST FROM THE CENTERLINE OF I-95 NORTH,
 LW1897'3.2 METERS (10.5 FT) SOUTH FROM A MOTORIST AID CALL BOX NUMBER 0082,
 LW1897'2.9 METERS (9.6 FT) NORTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1898 ***********************************************************************
 LW1898  DESIGNATION -  WG 007
 LW1898  PID         -  LW1898
 LW1898  STATE/COUNTY-  RI/KENT
 LW1898  USGS QUAD   -  CROMPTON (1995)
 LW1898
 LW1898                         *CURRENT SURVEY CONTROL
 LW1898  ___________________________________________________________________
 LW1898* NAD 83(1996)-  41 39 29.02188(N)    071 33 42.75240(W)     ADJUSTED  
 LW1898* NAVD 88     -       105.926  (meters)     347.53   (feet)  ADJUSTED  
 LW1898  ___________________________________________________________________
 LW1898  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 LW1898  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LW1898  DYNAMIC HT  -         105.888 (meters)     347.40  (feet)  COMP
 LW1898  MODELED GRAV-     980,266.5   (mgal)                       NAVD 88
 LW1898
 LW1898  HORZ ORDER  -  SECOND
 LW1898  VERT ORDER  -  SECOND    CLASS II
 LW1898
 LW1898.The horizontal coordinates were established by classical geodetic methods
 LW1898.and adjusted by the National Geodetic Survey in August 1998..
 LW1898
 LW1898.The orthometric height was determined by differential leveling
 LW1898.and adjusted by the National Geodetic Survey in June 1991..
 LW1898
 LW1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1898
 LW1898.The geoid height was determined by GEOID03.
 LW1898
 LW1898.The dynamic height is computed by dividing the NAVD 88
 LW1898.geopotential number by the normal gravity value computed on the
 LW1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1898.degrees latitude (g = 980.6199 gals.).
 LW1898
 LW1898.The modeled gravity was interpolated from observed gravity values.
 LW1898
 LW1898;                    North         East     Units Scale Factor Converg.
 LW1898;SPC RI       -    63,831.397    94,846.233   MT  0.99999408   -0 02 28.1
 LW1898;SPC RI       -   209,420.17    311,174.68   sFT  0.99999408   -0 02 28.1
 LW1898;UTM  19      - 4,614,983.242   286,691.080   MT  1.00015996   -1 42 12.5
 LW1898
 LW1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1898!SPC RI       -   0.99998810  x   0.99999408  =   0.99998218
 LW1898!UTM  19      -   0.99998810  x   1.00015996  =   1.00014805
 LW1898
 LW1898                          SUPERSEDED SURVEY CONTROL
 LW1898
 LW1898  NAD 83(1996)-  41 39 29.02100(N)    071 33 42.75193(W) AD(       ) 2
 LW1898  NAD 83(1992)-  41 39 29.02054(N)    071 33 42.75165(W) AD(       ) 2
 LW1898  NAD 83(1992)-  41 39 29.01997(N)    071 33 42.75170(W) AD(       ) 2
 LW1898  NAD 83(1986)-  41 39 29.02008(N)    071 33 42.75136(W) AD(       ) 2
 LW1898  NGVD 29 (12/08/88)  106.18   (m)          348.4    (f) LEVELING    3  
 LW1898
 LW1898.Superseded values are not recommended for survey control.
 LW1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1898.See file dsdata.txt to determine how the superseded data were derived.
 LW1898
 LW1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8669114983(NAD 83)
 LW1898_MARKER: DD = SURVEY DISK
 LW1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1898_SP_SET: CONCRETE POST
 LW1898_STAMPING: WG 007 1984
 LW1898_MARK LOGO: RIGS  
 LW1898_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1898+STABILITY: SURFACE MOTION
 LW1898
 LW1898  HISTORY     - Date     Condition        Report By
 LW1898  HISTORY     - 1984     MONUMENTED       RIGS
 LW1898  HISTORY     - 1984     GOOD             RIGS
 LW1898
 LW1898                          STATION DESCRIPTION
 LW1898
 LW1898'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1898'THE STATION IS LOCATED ABOUT 9.3 KM (5.8 MI)
 LW1898'NORTH OF EXETER,
 LW1898'7.9 KM (4.9 MI) SOUTHEAST OF COVENTRY,
 LW1898'AND ON THE NORTH SIDE OF INTERSTATE HIGHWAY 95.
 LW1898'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 LW1898'
 LW1898'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95,
 LW1898'AND THE NEW LONDON TURNPIKE (EXIT 7), WHICH IS ABOUT 8.9 KM (5.5
 LW1898'MI) SOUTHEAST OF COVENTRY CENTER, GO SOUTHWEST FOR
 LW1898'1.0 KM (0.65 MI) ON I-95
 LW1898'TO THE STATION ON THE RIGHT.
 LW1898'
 LW1898'THE STATION IS A STANDARD RIGS DISK
 LW1898'STAMPED---WG 007 1984---,
 LW1898'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1898'30 CM IN DIAMETER RECESSED 5.0 CM BELOW GROUND.  LOCATED
 LW1898'32.5 METERS (106.6 FT) EAST-NORTHEAST FROM THE CENTER POST
 LW1898'SUPPORTING THE SIGN EXIT 6A HOPKINS HILL ROAD 1/2 MILE SIGN,
 LW1898'27.0 METERS (88.5 FT) NORTH FROM THE CENTERLINE OF I-95 SOUTHBOUND,
 LW1898'26.2 METERS (86.0 FT) NORTHWEST FROM AN EMERGENCY CALL BOX 0085,
 LW1898'5.9 METERS (19.5 FT) SOUTH FROM THE CENTER OF A SEWER MANHOLE COVER,
 LW1898'1.9 METERS (6.2 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW1898'THE UNDERGROUND MARK IS A STANDARD RIGS DISK
 LW1898'STAMPED---WG 007 1984---,
 LW1898'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LW1898
 LW1898                          STATION RECOVERY (1984)
 LW1898
 LW1898'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1898'7.9 KM (4.9 MI) SE FROM COVENTRY CENTER.
 LW1898'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95, AND
 LW1898'THE NEW LONDON TURNPIKE (EXIT 7), WHICH IS ABOUT 8.9 KM (5.5 MI)
 LW1898'SOUTHEAST OF COVENTRY CENTER, GO SOUTHWEST FOR 1.0 KM (0.65 MI) ON
 LW1898'I-95 TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD RIGS
 LW1898'DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW1898'RECESSED 5.0 CM BELOW GROUND.  LOCATED 32.5 METERS (106.6 FT)
 LW1898'EAST-NORTHEAST FROM THE CENTER POST SUPPORTING THE SIGN EXIT 6A
 LW1898'HOPKINS HILL ROAD 1/2 MILE SIGN, 27.0 METERS (88.5 FT) NORTH FROM THE
 LW1898'CENTERLINE OF I-95 SOUTHBOUND, 26.2 METERS (86.0 FT) NORTHWEST FROM
 LW1898'AN EMERGENCY CALL BOX 0085, 5.9 METERS (19.5 FT) SOUTH FROM THE
 LW1898'CENTER OF A SEWER MANHOLE COVER, 1.9 METERS (6.2 FT) SOUTHWEST FROM A
 LW1898'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1899 ***********************************************************************
 LW1899  DESIGNATION -  WG 008
 LW1899  PID         -  LW1899
 LW1899  STATE/COUNTY-  RI/KENT
 LW1899  USGS QUAD   -  CROMPTON (1995)
 LW1899
 LW1899                         *CURRENT SURVEY CONTROL
 LW1899  ___________________________________________________________________
 LW1899* NAD 83(1996)-  41 39 34.66636(N)    071 32 51.60532(W)     ADJUSTED  
 LW1899* NAVD 88     -       111.462  (meters)     365.69   (feet)  ADJUSTED  
 LW1899  ___________________________________________________________________
 LW1899  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 LW1899  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW1899  DYNAMIC HT  -         111.422 (meters)     365.56  (feet)  COMP
 LW1899  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 LW1899
 LW1899  HORZ ORDER  -  SECOND
 LW1899  VERT ORDER  -  SECOND    CLASS II
 LW1899
 LW1899.The horizontal coordinates were established by classical geodetic methods
 LW1899.and adjusted by the National Geodetic Survey in August 1998..
 LW1899
 LW1899.The orthometric height was determined by differential leveling
 LW1899.and adjusted by the National Geodetic Survey in June 1991..
 LW1899
 LW1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1899
 LW1899.The geoid height was determined by GEOID03.
 LW1899
 LW1899.The dynamic height is computed by dividing the NAVD 88
 LW1899.geopotential number by the normal gravity value computed on the
 LW1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1899.degrees latitude (g = 980.6199 gals.).
 LW1899
 LW1899.The modeled gravity was interpolated from observed gravity values.
 LW1899
 LW1899;                    North         East     Units Scale Factor Converg.
 LW1899;SPC RI       -    64,004.787    96,029.706   MT  0.99999394   -0 01 54.1
 LW1899;SPC RI       -   209,989.04    315,057.46   sFT  0.99999394   -0 01 54.1
 LW1899;UTM  19      - 4,615,122.249   287,879.279   MT  1.00015374   -1 41 38.7
 LW1899
 LW1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1899!SPC RI       -   0.99998723  x   0.99999394  =   0.99998117
 LW1899!UTM  19      -   0.99998723  x   1.00015374  =   1.00014096
 LW1899
 LW1899                          SUPERSEDED SURVEY CONTROL
 LW1899
 LW1899  NAD 83(1996)-  41 39 34.66553(N)    071 32 51.60485(W) AD(       ) 2
 LW1899  NAD 83(1992)-  41 39 34.66499(N)    071 32 51.60455(W) AD(       ) 2
 LW1899  NAD 83(1992)-  41 39 34.66444(N)    071 32 51.60460(W) AD(       ) 2
 LW1899  NAD 83(1986)-  41 39 34.66453(N)    071 32 51.60420(W) AD(       ) 2
 LW1899  NGVD 29 (12/08/88)  111.72   (m)          366.5    (f) LEVELING    3  
 LW1899
 LW1899.Superseded values are not recommended for survey control.
 LW1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1899.See file dsdata.txt to determine how the superseded data were derived.
 LW1899
 LW1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8787915122(NAD 83)
 LW1899_MARKER: DD = SURVEY DISK
 LW1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1899_SP_SET: CONCRETE POST
 LW1899_STAMPING: WG 008 1984
 LW1899_MARK LOGO: RIGS  
 LW1899_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1899+STABILITY: SURFACE MOTION
 LW1899
 LW1899  HISTORY     - Date     Condition        Report By
 LW1899  HISTORY     - 1984     MONUMENTED       RIGS
 LW1899  HISTORY     - 1984     GOOD             RIGS
 LW1899
 LW1899                          STATION DESCRIPTION
 LW1899
 LW1899'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1899'THE STATION IS LOCATED ABOUT 9.3 KM (5.75 MI)
 LW1899'NORTH OF EXETER,
 LW1899'8.9 KM (5.5 MI) SOUTHEAST OF COVENTRY CENTER, AND ON THE WEST SIDE
 LW1899'OF NEW LONDON TURNPIKE NEAR THE NORTHWEST CORNER OF THE OVERPASS
 LW1899'BRIDGE OVER INTERSTATE HIGHWAY 95.
 LW1899'OWNERSHIP--STATE HIGHWAY RIGHT OF WAY.
 LW1899'
 LW1899'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND  G
 LW1899'STATE ROUTE 2 IN WARWICK, GO
 LW1899'WEST ON I-95
 LW1899'FOR 4.2 KM (2.6 MI) TO THE NEW LONDON TURNPIKE OVERPASS (EXIT 7), AND
 LW1899'THE STATION
 LW1899'AT THE TOP OF THE EMBANKMENT NEAR THE NORTHWEST CORNER OF THE
 LW1899'OVERPASS BRIDGE.
 LW1899'
 LW1899'THE STATION IS A STANDARD RIGS DISK
 LW1899'STAMPED---WG 008 1984---,
 LW1899'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1899'30 CM IN DIAMETER RECESSED 7.5 CM BELOW GROUND.  LOCATED
 LW1899'35.4 METERS (116.3 FT) SOUTHWEST FROM A NECO UTILITY POLE 0198,
 LW1899'29.7 METERS (97.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 LW1899'INTERSTATE 95 SOUTH (RANGE ON BRIDGE),
 LW1899'13.9 METERS (45.7 FT) EAST FROM A NECO UTILITY POLE 0200,
 LW1899'8.0 METERS (26.4 FT) NORTHWEST FROM THE CENTERLINE STRIP OF THE NEW
 LW1899'LONDON TURNPIKE,
 LW1899'0.9 METERS (2.9 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 LW1899'THE UNDERGROUND MARK IS A STANDARD RIGS DISK
 LW1899'STAMPED---WG 008 1984---,
 LW1899'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LW1899
 LW1899                          STATION RECOVERY (1984)
 LW1899
 LW1899'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1899'8.9 KM (5.5 MI) SE FROM COVENTRY CENTER.
 LW1899'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND G
 LW1899'STATE ROUTE 2 IN WARWICK, GO WEST ON I-95 FOR 4.2 KM (2.6 MI) TO THE
 LW1899'NEW LONDON TURNPIKE OVERPASS (EXIT 7), AND THE STATION THE STATION IS
 LW1899'LOCATED ON THE WEST SIDE OF NEW LONDON TURNPIKE NEAR THE NORTHWEST
 LW1899'CORNER OF THE OVERPASS BRIDGE OVER INTERSTATE HIGHWAY 95.  AT THE TOP
 LW1899'OF THE EMBANKMENT NEAR THE NORTHWEST CORNER OF THE OVERPASS BRIDGE.
 LW1899'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW1899'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 7.5 CM BELOW GROUND.
 LW1899'LOCATED 35.4 METERS (116.3 FT) SOUTHWEST FROM A NECO UTILITY POLE
 LW1899'0198, 29.7 METERS (97.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 LW1899'INTERSTATE 95 SOUTH (RANGE ON BRIDGE), 13.9 METERS (45.7 FT) EAST
 LW1899'FROM A NECO UTILITY POLE 0200, 8.0 METERS (26.4 FT) NORTHWEST FROM
 LW1899'THE CENTERLINE STRIP OF THE NEW LONDON TURNPIKE, 0.9 METERS (2.9 FT)
 LW1899'SOUTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5682 ***********************************************************************
 LW5682  DESIGNATION -  WG 009
 LW5682  PID         -  LW5682
 LW5682  STATE/COUNTY-  RI/KENT
 LW5682  USGS QUAD   -  HOPE VALLEY (1975)
 LW5682
 LW5682                         *CURRENT SURVEY CONTROL
 LW5682  ___________________________________________________________________
 LW5682* NAD 83(1996)-  41 36 30.70382(N)    071 39 46.00479(W)     ADJUSTED  
 LW5682* NAVD 88     -       135.347  (meters)     444.05   (feet)  ADJUSTED  
 LW5682  ___________________________________________________________________
 LW5682  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 LW5682  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW5682  DYNAMIC HT  -         135.298 (meters)     443.89  (feet)  COMP
 LW5682  MODELED GRAV-     980,263.6   (mgal)                       NAVD 88
 LW5682
 LW5682  HORZ ORDER  -  SECOND
 LW5682  VERT ORDER  -  SECOND    CLASS II
 LW5682
 LW5682.The horizontal coordinates were established by classical geodetic methods
 LW5682.and adjusted by the National Geodetic Survey in August 1998..
 LW5682
 LW5682.The orthometric height was determined by differential leveling
 LW5682.and adjusted by the National Geodetic Survey in April 1995..
 LW5682
 LW5682.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5682
 LW5682.The geoid height was determined by GEOID03.
 LW5682
 LW5682.The dynamic height is computed by dividing the NAVD 88
 LW5682.geopotential number by the normal gravity value computed on the
 LW5682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5682.degrees latitude (g = 980.6199 gals.).
 LW5682
 LW5682.The modeled gravity was interpolated from observed gravity values.
 LW5682
 LW5682;                    North         East     Units Scale Factor Converg.
 LW5682;SPC RI       -    58,340.963    86,431.366   MT  0.99999601   -0 06 29.1
 LW5682;SPC RI       -   191,406.98    283,566.91   sFT  0.99999601   -0 06 29.1
 LW5682;UTM  19      - 4,609,738.129   278,118.941   MT  1.00020588   -1 46 08.1
 LW5682
 LW5682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5682!SPC RI       -   0.99998350  x   0.99999601  =   0.99997951
 LW5682!UTM  19      -   0.99998350  x   1.00020588  =   1.00018938
 LW5682
 LW5682                          SUPERSEDED SURVEY CONTROL
 LW5682
 LW5682  NAD 83(1992)-  41 36 30.70251(N)    071 39 46.00404(W) AD(       ) 2
 LW5682  NAD 83(1986)-  41 36 30.70217(N)    071 39 46.00371(W) AD(       ) 2
 LW5682  NGVD 29 (06/01/94)  135.60   (m)          444.9    (f) LEVELING    3  
 LW5682
 LW5682.Superseded values are not recommended for survey control.
 LW5682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5682.See file dsdata.txt to determine how the superseded data were derived.
 LW5682
 LW5682_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7811909738(NAD 83)
 LW5682_MARKER: DD = SURVEY DISK
 LW5682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5682_SP_SET: CONCRETE POST
 LW5682_STAMPING: WG 009 1986
 LW5682_MARK LOGO: RIGS  
 LW5682_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5682+STABILITY: SURFACE MOTION
 LW5682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5682+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 LW5682
 LW5682  HISTORY     - Date     Condition        Report By
 LW5682  HISTORY     - 1986     MONUMENTED       RIGS
 LW5682  HISTORY     - 1987     GOOD             USPSQD
 LW5682  HISTORY     - 20030612 GOOD             INDIV
 LW5682
 LW5682                          STATION DESCRIPTION
 LW5682
 LW5682'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5682'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI) SOUTHWEST OF NOOSENECK
 LW5682'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5682'THE STATE HIGHWAY 102 BRIDGE OVER INTERSTATE HIGHWAY 95, GO NORTH 0.8
 LW5682'KM (0.50 MI) ON HIGHWAY 102 TO THE STATION ON THE LEFT.  IT IS 17.8 M
 LW5682'(58.4 FT) NORTH NORTHWEST FROM THE FACE OF A NECO POLE 22, 15.4 M
 LW5682'(50.5 FT) SOUTHEAST FROM A RIBPR BENCH MARK 339, 9.45 M (31.0 FT)
 LW5682'WEST FROM THE CENTERLINE OF HIGHWAY 102, 1.9 M (6.2 FT) EAST FROM A
 LW5682'FIBERGLASS WITNESS POST.  MARK IS FLUSH WITH THE SURROUNDING GROUND.
 LW5682
 LW5682                          STATION RECOVERY (1987)
 LW5682
 LW5682'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW5682'RECOVERED IN GOOD CONDITION.
 LW5682
 LW5682                          STATION RECOVERY (2003)
 LW5682
 LW5682'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PMC)
 LW5682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5683 ***********************************************************************
 LW5683  DESIGNATION -  WG 010
 LW5683  PID         -  LW5683
 LW5683  STATE/COUNTY-  RI/KENT
 LW5683  USGS QUAD   -  HOPE VALLEY (1975)
 LW5683
 LW5683                         *CURRENT SURVEY CONTROL
 LW5683  ___________________________________________________________________
 LW5683* NAD 83(1996)-  41 36 48.58287(N)    071 40 02.37743(W)     ADJUSTED  
 LW5683* NAVD 88     -       159.559  (meters)     523.49   (feet)  ADJUSTED  
 LW5683  ___________________________________________________________________
 LW5683  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 LW5683  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW5683  DYNAMIC HT  -         159.502 (meters)     523.30  (feet)  COMP
 LW5683  MODELED GRAV-     980,262.7   (mgal)                       NAVD 88
 LW5683
 LW5683  HORZ ORDER  -  SECOND
 LW5683  VERT ORDER  -  SECOND    CLASS II
 LW5683
 LW5683.The horizontal coordinates were established by classical geodetic methods
 LW5683.and adjusted by the National Geodetic Survey in August 1998..
 LW5683
 LW5683.The orthometric height was determined by differential leveling
 LW5683.and adjusted by the National Geodetic Survey in April 1995..
 LW5683
 LW5683.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5683
 LW5683.The geoid height was determined by GEOID03.
 LW5683
 LW5683.The dynamic height is computed by dividing the NAVD 88
 LW5683.geopotential number by the normal gravity value computed on the
 LW5683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5683.degrees latitude (g = 980.6199 gals.).
 LW5683
 LW5683.The modeled gravity was interpolated from observed gravity values.
 LW5683
 LW5683;                    North         East     Units Scale Factor Converg.
 LW5683;SPC RI       -    58,893.282    86,053.336   MT  0.99999614   -0 06 40.0
 LW5683;SPC RI       -   193,219.04    282,326.65   sFT  0.99999614   -0 06 40.0
 LW5683;UTM  19      - 4,610,301.292   277,757.002   MT  1.00020786   -1 46 19.6
 LW5683
 LW5683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5683!SPC RI       -   0.99997970  x   0.99999614  =   0.99997584
 LW5683!UTM  19      -   0.99997970  x   1.00020786  =   1.00018756
 LW5683
 LW5683                          SUPERSEDED SURVEY CONTROL
 LW5683
 LW5683  NAD 83(1992)-  41 36 48.58157(N)    071 40 02.37667(W) AD(       ) 2
 LW5683  NAD 83(1986)-  41 36 48.58131(N)    071 40 02.37630(W) AD(       ) 2
 LW5683  NGVD 29 (06/01/94)  159.81   (m)          524.3    (f) LEVELING    3  
 LW5683
 LW5683.Superseded values are not recommended for survey control.
 LW5683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5683.See file dsdata.txt to determine how the superseded data were derived.
 LW5683
 LW5683_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7775710301(NAD 83)
 LW5683_MARKER: DD = SURVEY DISK
 LW5683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5683_SP_SET: CONCRETE POST
 LW5683_STAMPING: WG 010 1986
 LW5683_MARK LOGO: RIGS  
 LW5683_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5683+STABILITY: SURFACE MOTION
 LW5683
 LW5683  HISTORY     - Date     Condition        Report By
 LW5683  HISTORY     - 1986     MONUMENTED       RIGS
 LW5683
 LW5683                          STATION DESCRIPTION
 LW5683
 LW5683'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5683'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHWEST OF NOOSENECK
 LW5683'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5683'THE STATE HIGHWAY 102 BRIDGE OVER INTERSTATE HIGHWAY 95, GO NORTH FOR
 LW5683'1.35 KM (0.85 MI) ON HIGHWAY 102 TO THE STATION ON THE RIGHT, NEAR
 LW5683'THE PROPERTY OF EDWIN E. MORTON.  IT IS 27.4 M (89.9 FT) SOUTH
 LW5683'SOUTHWEST FROM THE SOUTHWEST CORNER OF THE RESIDENCE OF EDWIN E.
 LW5683'MORTON, 12.95 M (42.5 FT) EAST FROM THE CENTERLINE OF HIGHWAY 102,
 LW5683'7.5 M (24.6 FT) NORTHWEST FROM THE FACE OF A 16 INCH BLACK OAK TREE,
 LW5683'4.4 M (14.4 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST, 3.85 M
 LW5683'(12.6 FT) SOUTH FROM THE CENTER OF A GRAVEL DRIVE.  MARK IS
 LW5683'PROJECTING .025 M (0.1 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5684 ***********************************************************************
 LW5684  DESIGNATION -  WG 011
 LW5684  PID         -  LW5684
 LW5684  STATE/COUNTY-  RI/KENT
 LW5684  USGS QUAD   -  HOPE VALLEY (1975)
 LW5684
 LW5684                         *CURRENT SURVEY CONTROL
 LW5684  ___________________________________________________________________
 LW5684* NAD 83(1996)-  41 36 59.57273(N)    071 40 14.29946(W)     ADJUSTED  
 LW5684* NAVD 88     -       170.731  (meters)     560.14   (feet)  ADJUSTED  
 LW5684  ___________________________________________________________________
 LW5684  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 LW5684  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW5684  DYNAMIC HT  -         170.670 (meters)     559.94  (feet)  COMP
 LW5684  MODELED GRAV-     980,261.8   (mgal)                       NAVD 88
 LW5684
 LW5684  HORZ ORDER  -  SECOND
 LW5684  VERT ORDER  -  SECOND    CLASS II
 LW5684
 LW5684.The horizontal coordinates were established by classical geodetic methods
 LW5684.and adjusted by the National Geodetic Survey in August 1998..
 LW5684
 LW5684.The orthometric height was determined by differential leveling
 LW5684.and adjusted by the National Geodetic Survey in April 1995..
 LW5684
 LW5684.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5684
 LW5684.The geoid height was determined by GEOID03.
 LW5684
 LW5684.The dynamic height is computed by dividing the NAVD 88
 LW5684.geopotential number by the normal gravity value computed on the
 LW5684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5684.degrees latitude (g = 980.6199 gals.).
 LW5684
 LW5684.The modeled gravity was interpolated from observed gravity values.
 LW5684
 LW5684;                    North         East     Units Scale Factor Converg.
 LW5684;SPC RI       -    59,232.876    85,777.979   MT  0.99999624   -0 06 48.0
 LW5684;SPC RI       -   194,333.19    281,423.25   sFT  0.99999624   -0 06 48.0
 LW5684;UTM  19      - 4,610,648.798   277,491.548   MT  1.00020931   -1 46 27.9
 LW5684
 LW5684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5684!SPC RI       -   0.99997795  x   0.99999624  =   0.99997419
 LW5684!UTM  19      -   0.99997795  x   1.00020931  =   1.00018726
 LW5684
 LW5684                          SUPERSEDED SURVEY CONTROL
 LW5684
 LW5684  NAD 83(1992)-  41 36 59.57144(N)    071 40 14.29870(W) AD(       ) 2
 LW5684  NAD 83(1986)-  41 36 59.57120(N)    071 40 14.29843(W) AD(       ) 2
 LW5684  NGVD 29 (06/01/94)  170.98   (m)          561.0    (f) LEVELING    3  
 LW5684
 LW5684.Superseded values are not recommended for survey control.
 LW5684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5684.See file dsdata.txt to determine how the superseded data were derived.
 LW5684
 LW5684_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7749210649(NAD 83)
 LW5684_MARKER: DD = SURVEY DISK
 LW5684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5684_SP_SET: CONCRETE POST
 LW5684_STAMPING: WG 011 1986
 LW5684_MARK LOGO: RIGS  
 LW5684_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5684+STABILITY: SURFACE MOTION
 LW5684
 LW5684  HISTORY     - Date     Condition        Report By
 LW5684  HISTORY     - 1986     MONUMENTED       RIGS
 LW5684
 LW5684                          STATION DESCRIPTION
 LW5684
 LW5684'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5684'THE STATION IS LOCATED ABOUT 3.54 KM (2.20 MI) SOUTHWEST OF NOOSENECK
 LW5684'CENTER.  OWNERSHIP--STATE RIGHT OF WAY TO REACH THE STATION FROM THE
 LW5684'STATE HIGHWAY 102 BRIDGE OVER INTERSTATE HIGHWAY 95, GO NORTH FOR
 LW5684'1.85 KM (1.15 MI) ON HIGHWAY 102 TO THE STATION ON THE LEFT.  IT IS
 LW5684'37.5 M (123.0 FT) NORTH FROM THE CENTER OF A PAVED DRIVE THAT CHANGES
 LW5684'TO A GRAVEL DRIVE, 7.9 M (25.9 FT) WEST FROM THE CENTERLINE OF
 LW5684'HIGHWAY 102, 5.8 M (19.0 FT) SOUTHEAST FROM THE FACE OF A NECO.  POLE
 LW5684'43, 4.0 M (13.1 FT) EAST FROM A FIBERGLASS WITNESS POST.  MARK IS
 LW5684'FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5685 ***********************************************************************
 LW5685  DESIGNATION -  WG 012
 LW5685  PID         -  LW5685
 LW5685  STATE/COUNTY-  RI/KENT
 LW5685  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5685
 LW5685                         *CURRENT SURVEY CONTROL
 LW5685  ___________________________________________________________________
 LW5685* NAD 83(1996)-  41 37 37.73415(N)    071 40 51.93854(W)     ADJUSTED  
 LW5685* NAVD 88     -       128.674  (meters)     422.16   (feet)  ADJUSTED  
 LW5685  ___________________________________________________________________
 LW5685  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 LW5685  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW5685  DYNAMIC HT  -         128.628 (meters)     422.01  (feet)  COMP
 LW5685  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 LW5685
 LW5685  HORZ ORDER  -  SECOND
 LW5685  VERT ORDER  -  SECOND    CLASS II
 LW5685
 LW5685.The horizontal coordinates were established by classical geodetic methods
 LW5685.and adjusted by the National Geodetic Survey in August 1998..
 LW5685
 LW5685.The orthometric height was determined by differential leveling
 LW5685.and adjusted by the National Geodetic Survey in April 1995..
 LW5685
 LW5685.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5685
 LW5685.The geoid height was determined by GEOID03.
 LW5685
 LW5685.The dynamic height is computed by dividing the NAVD 88
 LW5685.geopotential number by the normal gravity value computed on the
 LW5685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5685.degrees latitude (g = 980.6199 gals.).
 LW5685
 LW5685.The modeled gravity was interpolated from observed gravity values.
 LW5685
 LW5685;                    North         East     Units Scale Factor Converg.
 LW5685;SPC RI       -    60,411.989    84,909.046   MT  0.99999655   -0 07 13.1
 LW5685;SPC RI       -   198,201.67    278,572.43   sFT  0.99999655   -0 07 13.1
 LW5685;UTM  19      - 4,611,852.865   276,656.983   MT  1.00021389   -1 46 54.2
 LW5685
 LW5685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5685!SPC RI       -   0.99998455  x   0.99999655  =   0.99998110
 LW5685!UTM  19      -   0.99998455  x   1.00021389  =   1.00019843
 LW5685
 LW5685                          SUPERSEDED SURVEY CONTROL
 LW5685
 LW5685  NAD 83(1996)-  41 37 37.73292(N)    071 40 51.93783(W) AD(       ) 2
 LW5685  NAD 83(1992)-  41 37 37.73287(N)    071 40 51.93776(W) AD(       ) 2
 LW5685  NAD 83(1992)-  41 37 37.73248(N)    071 40 51.93789(W) AD(       ) 2
 LW5685  NAD 83(1986)-  41 37 37.73242(N)    071 40 51.93811(W) AD(       ) 2
 LW5685  NGVD 29 (06/01/94)  128.92   (m)          423.0    (f) LEVELING    3  
 LW5685
 LW5685.Superseded values are not recommended for survey control.
 LW5685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5685.See file dsdata.txt to determine how the superseded data were derived.
 LW5685
 LW5685_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7665711853(NAD 83)
 LW5685_MARKER: DD = SURVEY DISK
 LW5685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5685_SP_SET: CONCRETE POST
 LW5685_STAMPING: WG 012 1986
 LW5685_MARK LOGO: RIGS  
 LW5685_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5685+STABILITY: SURFACE MOTION
 LW5685
 LW5685  HISTORY     - Date     Condition        Report By
 LW5685  HISTORY     - 1986     MONUMENTED       RIGS
 LW5685
 LW5685                          STATION DESCRIPTION
 LW5685
 LW5685'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5685'THE STATION IS LOCATED ABOUT 4.43 KM (2.75 MI) WEST OF NOOSENECK
 LW5685'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5685'THE STATE HIGHWAY 102 BRIDGE OVER INTERSTATE HIGHWAY 95, GO NORTH FOR
 LW5685'3.3 KM (2.05 MI) ON HIGHWAY 102 TO THE STATION ON THE LEFT.  IT IS
 LW5685'30.25 M (99.2 FT) SOUTH-SOUTHEAST FROM THE SOUTH EDGE OF AN ASPHALT
 LW5685'DRIVE THAT CHANGES TO A GRAVEL DRIVE, 10.15 M (33.3 FT)
 LW5685'NORTH-NORTHWEST FROM THE FACE OF NECO POLE 68, 6.8 M (22.3 FT)
 LW5685'EAST-NORTHEAST FROM THE EDGE OF THE TREE LINE AT THE TOE OF THE
 LW5685'SLOPE, 2.28 M (7.5 FT) WEST-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5685'MARK IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5686 ***********************************************************************
 LW5686  DESIGNATION -  WG 013
 LW5686  PID         -  LW5686
 LW5686  STATE/COUNTY-  RI/KENT
 LW5686  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5686
 LW5686                         *CURRENT SURVEY CONTROL
 LW5686  ___________________________________________________________________
 LW5686* NAD 83(1996)-  41 37 52.04330(N)    071 41 02.08383(W)     ADJUSTED  
 LW5686* NAVD 88     -       153.777  (meters)     504.52   (feet)  ADJUSTED  
 LW5686  ___________________________________________________________________
 LW5686  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 LW5686  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW5686  DYNAMIC HT  -         153.721 (meters)     504.33  (feet)  COMP
 LW5686  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 LW5686
 LW5686  HORZ ORDER  -  SECOND
 LW5686  VERT ORDER  -  SECOND    CLASS II
 LW5686
 LW5686.The horizontal coordinates were established by classical geodetic methods
 LW5686.and adjusted by the National Geodetic Survey in August 1998..
 LW5686
 LW5686.The orthometric height was determined by differential leveling
 LW5686.and adjusted by the National Geodetic Survey in April 1995..
 LW5686
 LW5686.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5686
 LW5686.The geoid height was determined by GEOID03.
 LW5686
 LW5686.The dynamic height is computed by dividing the NAVD 88
 LW5686.geopotential number by the normal gravity value computed on the
 LW5686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5686.degrees latitude (g = 980.6199 gals.).
 LW5686
 LW5686.The modeled gravity was interpolated from observed gravity values.
 LW5686
 LW5686;                    North         East     Units Scale Factor Converg.
 LW5686;SPC RI       -    60,853.944    84,675.145   MT  0.99999664   -0 07 19.8
 LW5686;SPC RI       -   199,651.65    277,805.04   sFT  0.99999664   -0 07 19.8
 LW5686;UTM  19      - 4,612,301.514   276,435.947   MT  1.00021510   -1 47 01.5
 LW5686
 LW5686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5686!SPC RI       -   0.99998061  x   0.99999664  =   0.99997725
 LW5686!UTM  19      -   0.99998061  x   1.00021510  =   1.00019570
 LW5686
 LW5686                          SUPERSEDED SURVEY CONTROL
 LW5686
 LW5686  NAD 83(1996)-  41 37 52.04212(N)    071 41 02.08317(W) AD(       ) 2
 LW5686  NAD 83(1992)-  41 37 52.04202(N)    071 41 02.08304(W) AD(       ) 2
 LW5686  NAD 83(1992)-  41 37 52.04162(N)    071 41 02.08328(W) AD(       ) 2
 LW5686  NAD 83(1986)-  41 37 52.04153(N)    071 41 02.08362(W) AD(       ) 2
 LW5686  NGVD 29 (06/01/94)  154.03   (m)          505.3    (f) LEVELING    3  
 LW5686
 LW5686.Superseded values are not recommended for survey control.
 LW5686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5686.See file dsdata.txt to determine how the superseded data were derived.
 LW5686
 LW5686_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7643612302(NAD 83)
 LW5686_MARKER: DD = SURVEY DISK
 LW5686_SETTING: 66 = SET IN ROCK OUTCROP
 LW5686_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 LW5686_STAMPING: WG 013 1986
 LW5686_MARK LOGO: RIGS  
 LW5686_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5686+STABILITY: POSITION/ELEVATION WELL
 LW5686
 LW5686  HISTORY     - Date     Condition        Report By
 LW5686  HISTORY     - 1986     MONUMENTED       RIGS
 LW5686
 LW5686                          STATION DESCRIPTION
 LW5686
 LW5686'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5686'THE STATION IS LOCATED ABOUT 4.65 KM (2.90 MI) WEST OF NOOSENECK
 LW5686'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5686'THE STATE HIGHWAY 102 BRIDGE OVER INTERSTATE HIGHWAY 95, GO NORTH FOR
 LW5686'3.75 KM (2.35 MI) ON HIGHWAY 102 TO THE STATION ON THE LEFT.  IT IS
 LW5686'26.2 M (86.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF AN ASPHALT
 LW5686'DRIVE AT THE TREE LINE, 13.7 M (44.9 FT) EAST FROM THE CENTERLINE OF
 LW5686'HIGHWAY 102, 8.2 M (26.9 FT) NORTHWEST FROM A NECO POLE 78, 3.6 M
 LW5686'(11.8 FT) EAST FROM THE FACE OF A LEDGE CUT, 2.75 M (9.0 FT)
 LW5686'SOUTHEAST FROM A FIBERGLASS WITNESS POST.  THE MARK IS SET INTO A
 LW5686'DRILL HOLE IN A ROCK LEDGE OF 18.0 M (59.1 FT) AT ITS LARGEST
 LW5686'DIMENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5687 ***********************************************************************
 LW5687  DESIGNATION -  WG 014
 LW5687  PID         -  LW5687
 LW5687  STATE/COUNTY-  RI/KENT
 LW5687  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5687
 LW5687                         *CURRENT SURVEY CONTROL
 LW5687  ___________________________________________________________________
 LW5687* NAD 83(1996)-  41 38 25.17053(N)    071 41 20.50852(W)     ADJUSTED  
 LW5687* NAVD 88     -       172.962  (meters)     567.46   (feet)  ADJUSTED  
 LW5687  ___________________________________________________________________
 LW5687  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 LW5687  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW5687  DYNAMIC HT  -         172.900 (meters)     567.26  (feet)  COMP
 LW5687  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 LW5687
 LW5687  HORZ ORDER  -  SECOND
 LW5687  VERT ORDER  -  SECOND    CLASS II
 LW5687
 LW5687.The horizontal coordinates were established by classical geodetic methods
 LW5687.and adjusted by the National Geodetic Survey in August 1998..
 LW5687
 LW5687.The orthometric height was determined by differential leveling
 LW5687.and adjusted by the National Geodetic Survey in April 1995..
 LW5687
 LW5687.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5687
 LW5687.The geoid height was determined by GEOID03.
 LW5687
 LW5687.The dynamic height is computed by dividing the NAVD 88
 LW5687.geopotential number by the normal gravity value computed on the
 LW5687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5687.degrees latitude (g = 980.6199 gals.).
 LW5687
 LW5687.The modeled gravity was interpolated from observed gravity values.
 LW5687
 LW5687;                    North         East     Units Scale Factor Converg.
 LW5687;SPC RI       -    61,876.893    84,250.920   MT  0.99999680   -0 07 32.2
 LW5687;SPC RI       -   203,007.77    276,413.23   sFT  0.99999680   -0 07 32.2
 LW5687;UTM  19      - 4,613,336.562   276,041.478   MT  1.00021728   -1 47 14.9
 LW5687
 LW5687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5687!SPC RI       -   0.99997760  x   0.99999680  =   0.99997440
 LW5687!UTM  19      -   0.99997760  x   1.00021728  =   1.00019487
 LW5687
 LW5687                          SUPERSEDED SURVEY CONTROL
 LW5687
 LW5687  NAD 83(1996)-  41 38 25.16938(N)    071 41 20.50793(W) AD(       ) 2
 LW5687  NAD 83(1992)-  41 38 25.16925(N)    071 41 20.50774(W) AD(       ) 2
 LW5687  NAD 83(1992)-  41 38 25.16885(N)    071 41 20.50813(W) AD(       ) 2
 LW5687  NAD 83(1986)-  41 38 25.16863(N)    071 41 20.50872(W) AD(       ) 2
 LW5687  NGVD 29 (06/01/94)  173.21   (m)          568.3    (f) LEVELING    3  
 LW5687
 LW5687.Superseded values are not recommended for survey control.
 LW5687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5687.See file dsdata.txt to determine how the superseded data were derived.
 LW5687
 LW5687_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7604113337(NAD 83)
 LW5687_MARKER: DD = SURVEY DISK
 LW5687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5687_SP_SET: CONCRETE POST
 LW5687_STAMPING: WG 014 1986
 LW5687_MARK LOGO: RIGS  
 LW5687_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5687+STABILITY: SURFACE MOTION
 LW5687
 LW5687  HISTORY     - Date     Condition        Report By
 LW5687  HISTORY     - 1986     MONUMENTED       RIGS
 LW5687
 LW5687                          STATION DESCRIPTION
 LW5687
 LW5687'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5687'THE STATION IS LOCATED ABOUT 5.1 KM (3.15 MI) WEST OF NOOSENECK
 LW5687'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5687'THE STATE HIGHWAY 102 BRIDGE OVER INTERSTATE HIGHWAY 95, GO NORTH FOR
 LW5687'4.85 KM (3.00 MI) ON HIGHWAY 102 TO THE STATION ON THE RIGHT.  IT IS
 LW5687'29.7 M (97.4 FT) SOUTHEAST FROM THE FACE OF A NECO POLE 99, 29.25 M
 LW5687'(96.0 FT) NORTH FROM THE CENTERLINE OF THE PAVED DRIVE ENTRANCE TO
 LW5687'THE WEST GREENWICH TOWN HALL AND LIBRARY, 9.15 M (30.0 FT) EAST FROM
 LW5687'THE CENTERLINE OF HIGHWAY 102, 1.2 M (3.9 FT) WEST FROM A FIBERGLASS
 LW5687'WITNESS POST.  MARK IS RECESSED .025 M (0.1 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5689 ***********************************************************************
 LW5689  DESIGNATION -  WG 015
 LW5689  PID         -  LW5689
 LW5689  STATE/COUNTY-  RI/KENT
 LW5689  USGS QUAD   -  COVENTRY CENTER (1975)
 LW5689
 LW5689                         *CURRENT SURVEY CONTROL
 LW5689  ___________________________________________________________________
 LW5689* NAD 83(1996)-  41 39 25.95337(N)    071 41 42.10253(W)     ADJUSTED  
 LW5689* NAVD 88     -       180.624  (meters)     592.60   (feet)  ADJUSTED  
 LW5689  ___________________________________________________________________
 LW5689  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 LW5689  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW5689  DYNAMIC HT  -         180.558 (meters)     592.38  (feet)  COMP
 LW5689  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 LW5689
 LW5689  HORZ ORDER  -  SECOND
 LW5689  VERT ORDER  -  SECOND    CLASS II
 LW5689
 LW5689.The horizontal coordinates were established by classical geodetic methods
 LW5689.and adjusted by the National Geodetic Survey in August 1998..
 LW5689
 LW5689.The orthometric height was determined by differential leveling
 LW5689.and adjusted by the National Geodetic Survey in April 1995..
 LW5689
 LW5689.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5689
 LW5689.The geoid height was determined by GEOID03.
 LW5689
 LW5689.The dynamic height is computed by dividing the NAVD 88
 LW5689.geopotential number by the normal gravity value computed on the
 LW5689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5689.degrees latitude (g = 980.6199 gals.).
 LW5689
 LW5689.The modeled gravity was interpolated from observed gravity values.
 LW5689
 LW5689;                    North         East     Units Scale Factor Converg.
 LW5689;SPC RI       -    63,753.255    83,755.410   MT  0.99999700   -0 07 46.7
 LW5689;SPC RI       -   209,163.80    274,787.54   sFT  0.99999700   -0 07 46.7
 LW5689;SPC CT       -   244,435.642   392,669.870   MT  0.99998546   +0 41 58.2
 LW5689;SPC CT       -   801,952.60  1,288,284.40   sFT  0.99998546   +0 41 58.2
 LW5689;UTM  19      - 4,615,226.926   275,600.504   MT  1.00021971   -1 47 31.4
 LW5689
 LW5689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5689!SPC RI       -   0.99997639  x   0.99999700  =   0.99997339
 LW5689!SPC CT       -   0.99997639  x   0.99998546  =   0.99996185
 LW5689!UTM  19      -   0.99997639  x   1.00021971  =   1.00019609
 LW5689
 LW5689|---------------------------------------------------------------------|
 LW5689| PID    Reference Object                     Distance      Geod. Az  |
 LW5689|                                                           dddmmss.s |
 LW5689| LW1653 VICTORY RM 3                         24.257 METERS 07435     |
 LW5689| LW5688 VICTORY RESET                        10.716 METERS 26654     |
 LW5689|---------------------------------------------------------------------|
 LW5689
 LW5689                          SUPERSEDED SURVEY CONTROL
 LW5689
 LW5689  NAD 83(1996)-  41 39 25.95231(N)    071 41 42.10205(W) AD(       ) 2
 LW5689  NAD 83(1992)-  41 39 25.95210(N)    071 41 42.10177(W) AD(       ) 2
 LW5689  NAD 83(1992)-  41 39 25.95171(N)    071 41 42.10228(W) AD(       ) 2
 LW5689  NAD 83(1986)-  41 39 25.95154(N)    071 41 42.10271(W) AD(       ) 2
 LW5689  NGVD 29 (06/01/94)  180.87   (m)          593.4    (f) LEVELING    3  
 LW5689
 LW5689.Superseded values are not recommended for survey control.
 LW5689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5689.See file dsdata.txt to determine how the superseded data were derived.
 LW5689
 LW5689_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7560115227(NAD 83)
 LW5689_MARKER: DD = SURVEY DISK
 LW5689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5689_SP_SET: CONCRETE POST
 LW5689_STAMPING: WG 015 1986
 LW5689_MARK LOGO: RIGS  
 LW5689_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5689+STABILITY: SURFACE MOTION
 LW5689
 LW5689  HISTORY     - Date     Condition        Report By
 LW5689  HISTORY     - 1986     MONUMENTED       RIGS
 LW5689
 LW5689                          STATION DESCRIPTION
 LW5689
 LW5689'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5689'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) EAST NORTHEAST OF WEST
 LW5689'GREENWICH CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5689'STATION FROM THE STATE HIGHWAY 102 BRIDGE OVER INTERSTATE HIGHWAY 95,
 LW5689'GO NORTH FOR 6.8 KM (4.25 MI) ON HIGHWAY 102 TO THE STATION ON THE
 LW5689'LEFT.  IT IS 30.9 M (101.4 FT) NORTH-NORTHEAST FROM THE FACE OF A
 LW5689'NET+T NECO POLE S 539 137, 16.05 M (52.7 FT) EAST FROM THE SOUTHEAST
 LW5689'CORNER OF A SALT BOX STYLE BUILDING, 8.75 M (28.7 FT) WEST FROM THE
 LW5689'CENTERLINE OF HIGHWAY 102, 1.05 M (3.4 FT) EAST FROM A FIBERGLASS
 LW5689'WITNESS POST.  MARK IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2958 ***********************************************************************
 LW2958  DESIGNATION -  WHALE ROCK BEACON
 LW2958  PID         -  LW2958
 LW2958  STATE/COUNTY-  RI/WASHINGTON
 LW2958  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2958
 LW2958                         *CURRENT SURVEY CONTROL
 LW2958  ___________________________________________________________________
 LW2958* NAD 83(1996)-  41 26 39.95940(N)    071 25 25.25467(W)     ADJUSTED  
 LW2958* NAVD 88     -                                                        
 LW2958  ___________________________________________________________________
 LW2958  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LW2958  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW2958
 LW2958  HORZ ORDER  -  THIRD
 LW2958
 LW2958.The horizontal coordinates were established by classical geodetic methods
 LW2958.and adjusted by the National Geodetic Survey in August 1998..
 LW2958
 LW2958
 LW2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2958
 LW2958.The geoid height was determined by GEOID03.
 LW2958
 LW2958;                    North         East     Units Scale Factor Converg.
 LW2958;SPC RI       -    40,105.952   106,377.677   MT  0.99999425   +0 03 01.9
 LW2958;SPC RI       -   131,580.94    349,007.43   sFT  0.99999425   +0 03 01.9
 LW2958;UTM  19      - 4,590,930.609   297,532.391   MT  1.00010451   -1 36 17.1
 LW2958
 LW2958                          SUPERSEDED SURVEY CONTROL
 LW2958
 LW2958  NAD 83(1996)-  41 26 39.95876(N)    071 25 25.25368(W) AD(       ) 4
 LW2958  NAD 83(1992)-  41 26 39.95792(N)    071 25 25.25401(W) AD(       ) 4
 LW2958  NAD 83(1992)-  41 26 39.95713(N)    071 25 25.25367(W) AD(       ) 4
 LW2958  NAD 83(1986)-  41 26 39.95708(N)    071 25 25.25226(W) AD(       ) 4
 LW2958  NAD 27      -  41 26 39.58836(N)    071 25 27.05079(W) AD(       ) 3
 LW2958
 LW2958.Superseded values are not recommended for survey control.
 LW2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2958.See file dsdata.txt to determine how the superseded data were derived.
 LW2958
 LW2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9753290931(NAD 83)
 LW2958_MARKER: 14 = NAVIGATION LIGHT
 LW2958
 LW2958  HISTORY     - Date     Condition        Report By
 LW2958  HISTORY     - 1940     FIRST OBSERVED   CGS
 LW2958  HISTORY     - 1954     GOOD             CGS
 LW2958  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2958  HISTORY     - 20010807 MARK NOT FOUND   USPSQD
 LW2958
 LW2958                          STATION DESCRIPTION
 LW2958
 LW2958'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2958'THIS IS A NEW BEACON ON THE SITE OF THE OLD WHALE ROCK LIGHTHOUSE
 LW2958'AT THE MOUTH OF THE W PASSAGE OF THE NARRAGANSETT BAY.  IT IS A
 LW2958'SKELETON STEEL FRAMEWORK ON THE CYLINDRICAL STONE FOUNDATION OF
 LW2958'THE OLD LIGHTHOUSE.  IT IS PROBABLY ABOUT 30 FEET ABOVE THE WATER.
 LW2958'THE GREEN LIGHT ATOP THE STEEL FRAMEWORK WAS OBSERVED UPON.
 LW2958
 LW2958                          STATION RECOVERY (1954)
 LW2958
 LW2958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2958'STATION RECOVERED IN GOOD CONDITION.  THE 1940 DESCRIPTION IS
 LW2958'ADEQUATE AND COMPLETE.
 LW2958
 LW2958                          STATION RECOVERY (1994)
 LW2958
 LW2958'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2958'MARK NOT FOUND.
 LW2958
 LW2958                          STATION RECOVERY (2001)
 LW2958
 LW2958'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2958'THERE IS NO BEACON ON WHALE ROCK. THERE IS ONLY THE REMNANTS OF A
 LW2958'LIGHTHOUSE THAT WAS DESTROYED BY THE 1938 HURRICANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3105 ***********************************************************************
 LW3105  DESIGNATION -  WHITE
 LW3105  PID         -  LW3105
 LW3105  STATE/COUNTY-  RI/WASHINGTON
 LW3105  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3105
 LW3105                         *CURRENT SURVEY CONTROL
 LW3105  ___________________________________________________________________
 LW3105* NAD 83(1996)-  41 09 13.45396(N)    071 35 51.80136(W)     ADJUSTED  
 LW3105* NAVD 88     -                                                        
 LW3105  ___________________________________________________________________
 LW3105  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 LW3105  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LW3105
 LW3105  HORZ ORDER  -  THIRD
 LW3105
 LW3105.The horizontal coordinates were established by classical geodetic methods
 LW3105.and adjusted by the National Geodetic Survey in August 1998..
 LW3105
 LW3105
 LW3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3105
 LW3105.The geoid height was determined by GEOID03.
 LW3105
 LW3105;                    North         East     Units Scale Factor Converg.
 LW3105;SPC RI       -     7,823.342    91,797.276   MT  0.99999458   -0 03 51.5
 LW3105;SPC RI       -    25,667.08    301,171.56   sFT  0.99999458   -0 03 51.5
 LW3105;UTM  19      - 4,559,076.585   282,025.840   MT  1.00018479   -1 42 36.7
 LW3105
 LW3105                          SUPERSEDED SURVEY CONTROL
 LW3105
 LW3105  NAD 83(1996)-  41 09 13.45210(N)    071 35 51.79998(W) AD(       ) 4
 LW3105  NAD 83(1992)-  41 09 13.45195(N)    071 35 51.80015(W) AD(       ) 4
 LW3105  NAD 83(1992)-  41 09 13.45073(N)    071 35 51.80113(W) AD(       ) 4
 LW3105  NAD 83(1986)-  41 09 13.44862(N)    071 35 51.80196(W) AD(       ) 4
 LW3105  NAD 27      -  41 09 13.08100(N)    071 35 53.59000(W) AD(       ) 3
 LW3105
 LW3105.Superseded values are not recommended for survey control.
 LW3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3105.See file dsdata.txt to determine how the superseded data were derived.
 LW3105
 LW3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8202659077(NAD 83)
 LW3105_MARKER: 85 = CHIMNEY
 LW3105
 LW3105  HISTORY     - Date     Condition        Report By
 LW3105  HISTORY     - 1912     FIRST OBSERVED   CGS
 LW3105
 LW3105                          STATION DESCRIPTION
 LW3105
 LW3105'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (NHH)
 LW3105'IN THE SOUTHERN PART OF BLOCK ISLAND, ABOUT 5/8 MILE NNW OF
 LW3105'BLACK CREEK POINT, 1/2 MILE NE OF SOUTHWEST POINT, AND ABOUT 60
 LW3105'METERS W OF A ROAD.  THE STATION IS THE CHIMNEY OF A WHITE HOUSE
 LW3105'OWNED BY ROBERT LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2804 ***********************************************************************
 LW2804  DESIGNATION -  WHITE BARN CUPOLA
 LW2804  PID         -  LW2804
 LW2804  STATE/COUNTY-  RI/BRISTOL
 LW2804  USGS QUAD   -  SAKONNET POINT (1970)
 LW2804
 LW2804                         *CURRENT SURVEY CONTROL
 LW2804  ___________________________________________________________________
 LW2804* NAD 83(1996)-  41 27 51.02325(N)    071 10 25.05560(W)     ADJUSTED  
 LW2804* NAVD 88     -                                                        
 LW2804  ___________________________________________________________________
 LW2804  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 LW2804  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2804
 LW2804  HORZ ORDER  -  THIRD
 LW2804
 LW2804.The horizontal coordinates were established by classical geodetic methods
 LW2804.and adjusted by the National Geodetic Survey in August 1998..
 LW2804
 LW2804
 LW2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2804
 LW2804.The geoid height was determined by GEOID03.
 LW2804
 LW2804;                    North         East     Units Scale Factor Converg.
 LW2804;SPC RI       -    42,346.921   127,265.794   MT  1.00000290   +0 12 58.0
 LW2804;SPC RI       -   138,933.19    417,537.86   sFT  1.00000290   +0 12 58.0
 LW2804;SPC MA M     -   801,608.103   227,267.148   MT  1.00004653   +0 13 09.2
 LW2804;SPC MA M     - 2,629,942.58    745,625.63   sFT  1.00004653   +0 13 09.2
 LW2804;UTM  19      - 4,592,567.270   318,477.713   MT  1.00000552   -1 26 22.8
 LW2804
 LW2804                          SUPERSEDED SURVEY CONTROL
 LW2804
 LW2804  NAD 83(1996)-  41 27 51.02336(N)    071 10 25.05517(W) AD(       ) 4
 LW2804  NAD 83(1992)-  41 27 51.02130(N)    071 10 25.05499(W) AD(       ) 4
 LW2804  NAD 83(1992)-  41 27 51.02126(N)    071 10 25.05471(W) AD(       ) 4
 LW2804  NAD 83(1986)-  41 27 51.02183(N)    071 10 25.05278(W) AD(       ) 4
 LW2804  NAD 27      -  41 27 50.65100(N)    071 10 26.88700(W) AD(       ) 3
 LW2804
 LW2804.Superseded values are not recommended for survey control.
 LW2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2804.See file dsdata.txt to determine how the superseded data were derived.
 LW2804
 LW2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF1847892567(NAD 83)
 LW2804_MARKER: 86 = CUPOLA
 LW2804
 LW2804  HISTORY     - Date     Condition        Report By
 LW2804  HISTORY     - 1917     FIRST OBSERVED   CGS
 LW2804  HISTORY     - 1934     GOOD             CGS
 LW2804  HISTORY     - 1935     GOOD             RIGS
 LW2804  HISTORY     - 1954     GOOD             CGS
 LW2804
 LW2804                          STATION DESCRIPTION
 LW2804
 LW2804'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW2804'THERE IS NO ORIGINAL DESCRIPTION OF THIS STATION, AND IT IS 1 MILE
 LW2804'E OF SAKONNET VILLAGE.  THE CENTER OF A BARN CUPOLA ON WARREN
 LW2804'POINT.  AT PRESENT THIS IS THE ONLY BARN ON THE POINT WITH A CUPOLA.
 LW2804
 LW2804                          STATION RECOVERY (1935)
 LW2804
 LW2804'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2804'AT THE PROPER GEOGRAPHIC POSITION IS THE BARN BELONGING TO EDWARD
 LW2804'L. CLARK.  ONE SIDE OF THE BARN IS SHEATHED WITH WHITE CLAPBOARDS,
 LW2804'AND THE OTHER THREE SIDES WITH WOOD SHINGLES LEFT TO WEATHER.
 LW2804'
 LW2804'MR. CLARKS FARMER SAYS THAT THE BARN AND CUPOLA HAVE BEEN IN THEIR
 LW2804'PRESENT POSITION FOR OVER 40 YEARS.
 LW2804'
 LW2804'THE BARN STANDS ABOUT 1-1/2 MILES NE OF SAKONNET POINT AND ABOUT
 LW2804'1/4 MILE N OF THE COAST, BETWEEN WARREN POINT AND THE S END OF
 LW2804'LONG POND.  IT IS ABOUT 50 YARDS W OF A ROAD AND ABOUT 1/8 MILE N
 LW2804'OF THE S END OF THAT ROAD.
 LW2804
 LW2804                          STATION RECOVERY (1954)
 LW2804
 LW2804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2804'STATION RECOVERED IN GOOD CONDITION.  THE 1935 RECOVERY NOTE BY
 LW2804'THE R.I. GEODETIC SURVEY IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3023 ***********************************************************************
 LW3023  DESIGNATION -  WHITE CHURCH TOWER
 LW3023  PID         -  LW3023
 LW3023  STATE/COUNTY-  RI/WASHINGTON
 LW3023  USGS QUAD   -  KINGSTON (1975)
 LW3023
 LW3023                         *CURRENT SURVEY CONTROL
 LW3023  ___________________________________________________________________
 LW3023* NAD 83(1996)-  41 24 02.57784(N)    071 34 18.45086(W)     ADJUSTED  
 LW3023* NAVD 88     -                                                        
 LW3023  ___________________________________________________________________
 LW3023  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 LW3023  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW3023
 LW3023  HORZ ORDER  -  THIRD
 LW3023
 LW3023.The horizontal coordinates were established by classical geodetic methods
 LW3023.and adjusted by the National Geodetic Survey in August 1998..
 LW3023
 LW3023
 LW3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3023
 LW3023.The geoid height was determined by GEOID03.
 LW3023
 LW3023;                    North         East     Units Scale Factor Converg.
 LW3023;SPC RI       -    35,250.346    93,996.542   MT  0.99999419   -0 02 50.9
 LW3023;SPC RI       -   115,650.51    308,386.99   sFT  0.99999419   -0 02 50.9
 LW3023;UTM  19      - 4,586,433.886   285,014.433   MT  1.00016883   -1 42 05.2
 LW3023
 LW3023                          SUPERSEDED SURVEY CONTROL
 LW3023
 LW3023  NAD 83(1996)-  41 24 02.57686(N)    071 34 18.45013(W) AD(       ) 4
 LW3023  NAD 83(1992)-  41 24 02.57630(N)    071 34 18.45041(W) AD(       ) 4
 LW3023  NAD 83(1992)-  41 24 02.57528(N)    071 34 18.44921(W) AD(       ) 4
 LW3023  NAD 83(1986)-  41 24 02.57450(N)    071 34 18.44634(W) AD(       ) 4
 LW3023  NAD 27      -  41 24 02.22000(N)    071 34 20.23000(W) AD(       ) 3
 LW3023
 LW3023.Superseded values are not recommended for survey control.
 LW3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3023.See file dsdata.txt to determine how the superseded data were derived.
 LW3023
 LW3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8501486434(NAD 83)
 LW3023_MARKER: 90 = CHURCH SPIRE
 LW3023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3023+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 LW3023
 LW3023  HISTORY     - Date     Condition        Report By
 LW3023  HISTORY     - 1939     FIRST OBSERVED   CGS
 LW3023  HISTORY     - 1954     GOOD             CGS
 LW3023  HISTORY     - 1985     GOOD             USPSQD
 LW3023  HISTORY     - 1988     GOOD             USPSQD
 LW3023  HISTORY     - 1990     GOOD             USPSQD
 LW3023  HISTORY     - 20011002 GOOD             USPSQD
 LW3023
 LW3023                          STATION DESCRIPTION
 LW3023
 LW3023'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3023'STATION PROBABLY RECOVERED.  NO ORIGINAL DESCRIPTION.  FROM THE
 LW3023'POSITION AND INFORMATION GAINED FROM LOCAL INQUIRY, THIS STATION
 LW3023'IS THE WHITE SPIRE ON THE PERRYVILLE BAPTIST CHURCH.
 LW3023
 LW3023                          STATION RECOVERY (1985)
 LW3023
 LW3023'RECOVERY NOTE BY US POWER SQUADRON 1985 (WWH)
 LW3023'THE AREA WAS VISITED AND THE CHURCH AND SPIRE ARE IN GOOD REPAIR
 LW3023'AND CONDITION.
 LW3023
 LW3023                          STATION RECOVERY (1988)
 LW3023
 LW3023'RECOVERY NOTE BY US POWER SQUADRON 1988 (CGS)
 LW3023'RECOVERED IN GOOD CONDITION.
 LW3023
 LW3023                          STATION RECOVERY (1990)
 LW3023
 LW3023'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3023'RECOVERED IN GOOD CONDITION.
 LW3023
 LW3023                          STATION RECOVERY (2001)
 LW3023
 LW3023'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3023'THIS CHURCH IS THE FISRT CONGREGATIONAL CHURCH OF KINGSTON, KINGSTON,
 LW3023'R. I. DIRECTLY ACROSS ROUTE 138, S, OF THE MAIN ENTRANCE TO THE
 LW3023'UNIVERSITY OF RHODE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2402 ***********************************************************************
 LW2402  DESIGNATION -  WHITE CONCRETE STACK
 LW2402  PID         -  LW2402
 LW2402  STATE/COUNTY-  RI/NEWPORT
 LW2402  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2402
 LW2402                         *CURRENT SURVEY CONTROL
 LW2402  ___________________________________________________________________
 LW2402* NAD 83(1996)-  41 37 29.85593(N)    071 15 53.36049(W)     ADJUSTED  
 LW2402* NAVD 88     -                                                        
 LW2402  ___________________________________________________________________
 LW2402  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 LW2402  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW2402
 LW2402  HORZ ORDER  -  THIRD
 LW2402
 LW2402.The horizontal coordinates were established by classical geodetic methods
 LW2402.and adjusted by the National Geodetic Survey in August 1998..
 LW2402
 LW2402
 LW2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2402
 LW2402.The geoid height was determined by GEOID03.
 LW2402
 LW2402;                    North         East     Units Scale Factor Converg.
 LW2402;SPC RI       -    60,179.809   119,598.522   MT  0.99999847   +0 09 22.4
 LW2402;SPC RI       -   197,439.92    392,382.82   sFT  0.99999847   +0 09 22.4
 LW2402;UTM  19      - 4,610,614.968   311,329.602   MT  1.00003807   -1 30 17.5
 LW2402
 LW2402                          SUPERSEDED SURVEY CONTROL
 LW2402
 LW2402  NAD 83(1996)-  41 37 29.85569(N)    071 15 53.36032(W) AD(       ) 4
 LW2402  NAD 83(1992)-  41 37 29.85422(N)    071 15 53.35962(W) AD(       ) 4
 LW2402  NAD 83(1992)-  41 37 29.85386(N)    071 15 53.35934(W) AD(       ) 4
 LW2402  NAD 83(1986)-  41 37 29.85463(N)    071 15 53.35733(W) AD(       ) 4
 LW2402  NAD 27      -  41 37 29.48900(N)    071 15 55.18500(W) AD(       ) 3
 LW2402
 LW2402.Superseded values are not recommended for survey control.
 LW2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2402.See file dsdata.txt to determine how the superseded data were derived.
 LW2402
 LW2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1133010615(NAD 83)
 LW2402
 LW2402  HISTORY     - Date     Condition        Report By
 LW2402  HISTORY     - UNK      MONUMENTED
 LW2402  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2402
 LW2402                          STATION DESCRIPTION
 LW2402
 LW2402'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2402'STATION WAS RECOVERED IN GOOD CONDITION.  A DESCRIPTION FOLLOWS--
 LW2402'
 LW2402'THE STATION MARK IS LOCATED SW OF THE MOUNT HOPE BRIDGE AND IS
 LW2402'ON THE PROPERTY OF WEYERHAEUSER TIMBER COMPANY.  IT IS A ROUND,
 LW2402'WHITE BRICK STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2548 ***********************************************************************
 LW2548  DESIGNATION -  WHITE HOUSE SOUTH GABLE
 LW2548  PID         -  LW2548
 LW2548  STATE/COUNTY-  RI/KENT
 LW2548  USGS QUAD   -  EAST GREENWICH (1975)
 LW2548
 LW2548                         *CURRENT SURVEY CONTROL
 LW2548  ___________________________________________________________________
 LW2548* NAD 83(1996)-  41 41 11.02322(N)    071 25 38.24188(W)     ADJUSTED  
 LW2548* NAVD 88     -                                                        
 LW2548  ___________________________________________________________________
 LW2548  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 LW2548  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW2548
 LW2548  HORZ ORDER  -  THIRD
 LW2548
 LW2548.The horizontal coordinates were established by classical geodetic methods
 LW2548.and adjusted by the National Geodetic Survey in August 1998..
 LW2548
 LW2548
 LW2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2548
 LW2548.The geoid height was determined by GEOID03.
 LW2548
 LW2548;                    North         East     Units Scale Factor Converg.
 LW2548;SPC RI       -    66,979.020   106,053.578   MT  0.99999420   +0 02 54.1
 LW2548;SPC RI       -   219,747.00    347,944.11   sFT  0.99999420   +0 02 54.1
 LW2548;UTM  19      - 4,617,804.726   297,986.586   MT  1.00010222   -1 36 53.4
 LW2548
 LW2548                          SUPERSEDED SURVEY CONTROL
 LW2548
 LW2548  NAD 83(1996)-  41 41 11.02264(N)    071 25 38.24172(W) AD(       ) 4
 LW2548  NAD 83(1992)-  41 41 11.02176(N)    071 25 38.24094(W) AD(       ) 4
 LW2548  NAD 83(1992)-  41 41 11.02124(N)    071 25 38.24098(W) AD(       ) 4
 LW2548  NAD 83(1986)-  41 41 11.02177(N)    071 25 38.24041(W) AD(       ) 4
 LW2548  NAD 27      -  41 41 10.63400(N)    071 25 40.06100(W) AD(       ) 3
 LW2548
 LW2548.Superseded values are not recommended for survey control.
 LW2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2548.See file dsdata.txt to determine how the superseded data were derived.
 LW2548
 LW2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9798717805(NAD 83)
 LW2548
 LW2548  HISTORY     - Date     Condition        Report By
 LW2548  HISTORY     - UNK      MONUMENTED
 LW2548  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2548  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2548
 LW2548                          STATION DESCRIPTION
 LW2548
 LW2548'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2548'THERE IS A HOUSE PAINTED WHITE WITH A GABLE FACING S WHICH MAY
 LW2548'HAVE BEEN THE POINT SIGHTED IN 1913.  IT IS ABOUT HALF-WAY
 LW2548'BETWEEN BUTTONWOODS AND CEDAR TREE POINT.
 LW2548
 LW2548                          STATION RECOVERY (1956)
 LW2548
 LW2548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2548'THE STATION IS DESTROYED.  RESIDENTS SAID THAT THE HOUSE HAD
 LW2548'BEEN BLOWN AWAY DURING A STORM IN 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3130 ***********************************************************************
 LW3130  DESIGNATION -  WHITE LIGHT
 LW3130  PID         -  LW3130
 LW3130  STATE/COUNTY-  RI/WASHINGTON
 LW3130  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3130
 LW3130                         *CURRENT SURVEY CONTROL
 LW3130  ___________________________________________________________________
 LW3130* NAD 83(1996)-  41 10 38.31364(N)    071 33 13.91599(W)     ADJUSTED  
 LW3130* NAVD 88     -                                                        
 LW3130  ___________________________________________________________________
 LW3130  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 LW3130  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW3130
 LW3130  HORZ ORDER  -  THIRD
 LW3130
 LW3130.The horizontal coordinates were established by classical geodetic methods
 LW3130.and adjusted by the National Geodetic Survey in August 1998..
 LW3130
 LW3130
 LW3130.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3130
 LW3130.The geoid height was determined by GEOID03.
 LW3130
 LW3130;                    North         East     Units Scale Factor Converg.
 LW3130;SPC RI       -    10,437.974    95,480.207   MT  0.99999400   -0 02 07.7
 LW3130;SPC RI       -    34,245.25    313,254.65   sFT  0.99999400   -0 02 07.7
 LW3130;UTM  19      - 4,561,584.786   285,783.044   MT  1.00016480   -1 40 55.5
 LW3130
 LW3130                          SUPERSEDED SURVEY CONTROL
 LW3130
 LW3130  NAD 83(1996)-  41 10 38.31182(N)    071 33 13.91468(W) AD(       ) 4
 LW3130  NAD 83(1992)-  41 10 38.31173(N)    071 33 13.91472(W) AD(       ) 4
 LW3130  NAD 83(1992)-  41 10 38.31069(N)    071 33 13.91531(W) AD(       ) 4
 LW3130  NAD 83(1986)-  41 10 38.31020(N)    071 33 13.91092(W) AD(       ) 4
 LW3130  NAD 27      -  41 10 37.94000(N)    071 33 15.72000(W) AD(       ) 3
 LW3130
 LW3130.Superseded values are not recommended for survey control.
 LW3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3130.See file dsdata.txt to determine how the superseded data were derived.
 LW3130
 LW3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8578361585(NAD 83)
 LW3130_MARKER: 14 = NAVIGATION LIGHT
 LW3130
 LW3130  HISTORY     - Date     Condition        Report By
 LW3130  HISTORY     - 1912     FIRST OBSERVED   CGS
 LW3130  HISTORY     - 1990     GOOD             USPSQD
 LW3130  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 LW3130
 LW3130                          STATION DESCRIPTION
 LW3130
 LW3130'DESCRIBED BY US POWER SQUADRON 1990 (RMS)
 LW3130'RECOVERED IN GOOD CONDITION.
 LW3130
 LW3130                          STATION RECOVERY (2003)
 LW3130
 LW3130'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 LW3130'THIS NAVAID DOES NOT EXIST. LW3130 IS DESCRIBED AS A WHITE LIGHT WHICH
 LW3130'CAN NOT BE SINCE THERE IS A BREAKWATER AT THAT LATITUDE/LONGITUDE.
 LW3130'HOWEVER, THERE IS A GREEN LIGHT (VOLUME 1 2003 LIGHT LIST - LLNR
 LW3130'19720) APPROXIMATELY 50' WEST OF THAT LOCATION MARKING THE END OF THE
 LW3130'BREAKWATER. SINCE LW3130 WAS FIRST OBSERVED IN 1912, IT IS LIKELY THAT
 LW3130'IT WAS REPLACED WITH THE BREAKWATER AND GREEN LIGHT AT SOME LATER
 LW3130'DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2480 ***********************************************************************
 LW2480  DESIGNATION -  WHITE ROCKS BEACON
 LW2480  PID         -  LW2480
 LW2480  STATE/COUNTY-  RI/WASHINGTON
 LW2480  USGS QUAD   -  WICKFORD (1995)
 LW2480
 LW2480                         *CURRENT SURVEY CONTROL
 LW2480  ___________________________________________________________________
 LW2480* NAD 83(1996)-  41 34 26.67129(N)    071 25 01.96343(W)     ADJUSTED  
 LW2480* NAVD 88     -                                                        
 LW2480  ___________________________________________________________________
 LW2480  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 LW2480  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW2480
 LW2480  HORZ ORDER  -  THIRD
 LW2480
 LW2480.The horizontal coordinates were established by classical geodetic methods
 LW2480.and adjusted by the National Geodetic Survey in August 1998..
 LW2480
 LW2480
 LW2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2480
 LW2480.The geoid height was determined by GEOID03.
 LW2480
 LW2480;                    North         East     Units Scale Factor Converg.
 LW2480;SPC RI       -    54,504.910   106,904.550   MT  0.99999434   +0 03 17.8
 LW2480;SPC RI       -   178,821.53    350,736.01   sFT  0.99999434   +0 03 17.8
 LW2480;UTM  19      - 4,605,309.855   298,475.605   MT  1.00009980   -1 36 16.5
 LW2480
 LW2480                          SUPERSEDED SURVEY CONTROL
 LW2480
 LW2480  NAD 83(1996)-  41 34 26.67073(N)    071 25 01.96306(W) AD(       ) 4
 LW2480  NAD 83(1992)-  41 34 26.66975(N)    071 25 01.96261(W) AD(       ) 4
 LW2480  NAD 83(1992)-  41 34 26.66918(N)    071 25 01.96248(W) AD(       ) 4
 LW2480  NAD 83(1986)-  41 34 26.66911(N)    071 25 01.96130(W) AD(       ) 4
 LW2480  NAD 27      -  41 34 26.29300(N)    071 25 03.76700(W) AD(       ) 3
 LW2480
 LW2480.Superseded values are not recommended for survey control.
 LW2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2480.See file dsdata.txt to determine how the superseded data were derived.
 LW2480
 LW2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9847605310(NAD 83)
 LW2480
 LW2480  HISTORY     - Date     Condition        Report By
 LW2480  HISTORY     - UNK      MONUMENTED
 LW2480  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2480
 LW2480                          STATION DESCRIPTION
 LW2480
 LW2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2480'STATION DESTROYED.  THIS AID IS NO LONGER MAINTAINED BY THE
 LW2480'COAST GUARD.  THERE IS A STRUCTURE IN THE VICINITY BUT NO
 LW2480'DEFINITE INFORMATION COULD BE OBTAINED AS TO WHETHER IT IS THE
 LW2480'SAME STRUCTURE AS WAS IN PLACE IN 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2310 ***********************************************************************
 LW2310  DESIGNATION -  WHITE TOP SHED
 LW2310  PID         -  LW2310
 LW2310  STATE/COUNTY-  RI/BRISTOL
 LW2310  USGS QUAD   -  BRISTOL (1975)
 LW2310
 LW2310                         *CURRENT SURVEY CONTROL
 LW2310  ___________________________________________________________________
 LW2310* NAD 83(1996)-  41 44 05.05003(N)    071 20 24.04014(W)     ADJUSTED  
 LW2310* NAVD 88     -                                                        
 LW2310  ___________________________________________________________________
 LW2310  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 LW2310  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW2310
 LW2310  HORZ ORDER  -  THIRD
 LW2310
 LW2310.The horizontal coordinates were established by classical geodetic methods
 LW2310.and adjusted by the National Geodetic Survey in August 1998..
 LW2310
 LW2310
 LW2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2310
 LW2310.The geoid height was determined by GEOID03.
 LW2310
 LW2310;                    North         East     Units Scale Factor Converg.
 LW2310;SPC RI       -    72,357.900   113,310.025   MT  0.99999593   +0 06 23.4
 LW2310;SPC RI       -   237,394.21    371,751.31   sFT  0.99999593   +0 06 23.4
 LW2310;UTM  19      - 4,622,971.092   305,396.820   MT  1.00006604   -1 33 29.5
 LW2310
 LW2310                          SUPERSEDED SURVEY CONTROL
 LW2310
 LW2310  NAD 83(1996)-  41 44 05.04977(N)    071 20 24.04005(W) AD(       ) 4
 LW2310  NAD 83(1992)-  41 44 05.04840(N)    071 20 24.03915(W) AD(       ) 4
 LW2310  NAD 83(1992)-  41 44 05.04810(N)    071 20 24.03918(W) AD(       ) 4
 LW2310  NAD 83(1986)-  41 44 05.04853(N)    071 20 24.03877(W) AD(       ) 4
 LW2310  NAD 27      -  41 44 04.72000(N)    071 20 25.86000(W) AD(       ) 3
 LW2310
 LW2310.Superseded values are not recommended for survey control.
 LW2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2310.See file dsdata.txt to determine how the superseded data were derived.
 LW2310
 LW2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0539722971(NAD 83)
 LW2310
 LW2310  HISTORY     - Date     Condition        Report By
 LW2310  HISTORY     - UNK      MONUMENTED
 LW2310  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2310  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2310
 LW2310                          STATION DESCRIPTION
 LW2310
 LW2310'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2310'FOUND NO SHED OF ANY DESCRIPTION AT THE GEOGRAPHIC POSITION GIVEN.
 LW2310
 LW2310                          STATION RECOVERY (1956)
 LW2310
 LW2310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2310'THE STATION IS LOST.  NO EVIDENCE OF A SHED AT THIS POSITION.  IT
 LW2310'WAS REPORTED GONE IN 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3038 ***********************************************************************
 LW3038  DESIGNATION -  WHITFORD USE 1909
 LW3038  PID         -  LW3038
 LW3038  STATE/COUNTY-  RI/WASHINGTON
 LW3038  USGS QUAD   -  KINGSTON (1975)
 LW3038
 LW3038                         *CURRENT SURVEY CONTROL
 LW3038  ___________________________________________________________________
 LW3038* NAD 83(1996)-  41 22 22.95308(N)    071 34 36.38634(W)     ADJUSTED  
 LW3038* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW3038  ___________________________________________________________________
 LW3038  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 LW3038  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW3038
 LW3038  HORZ ORDER  -  THIRD
 LW3038
 LW3038.The horizontal coordinates were established by classical geodetic methods
 LW3038.and adjusted by the National Geodetic Survey in August 1998..
 LW3038
 LW3038.The orthometric height was scaled from a topographic map.
 LW3038
 LW3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3038
 LW3038.The geoid height was determined by GEOID03.
 LW3038
 LW3038;                    North         East     Units Scale Factor Converg.
 LW3038;SPC RI       -    32,177.259    93,577.203   MT  0.99999426   -0 03 02.7
 LW3038;SPC RI       -   105,568.22    307,011.21   sFT  0.99999426   -0 03 02.7
 LW3038;UTM  19      - 4,583,373.640   284,506.504   MT  1.00017153   -1 42 13.7
 LW3038
 LW3038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3038!SPC RI       -   1.00000466  x   0.99999426  =   0.99999892
 LW3038!UTM  19      -   1.00000466  x   1.00017153  =   1.00017619
 LW3038
 LW3038|---------------------------------------------------------------------|
 LW3038| PID    Reference Object                     Distance      Geod. Az  |
 LW3038|                                                           dddmmss.s |
 LW3038| LW3037 MOONSTONE USE 1909                  345.674 METERS 17035     |
 LW3038| LW3046 DAVIS USE 1909                      APPROX. 1.8 KM 2422545.2 |
 LW3038|---------------------------------------------------------------------|
 LW3038
 LW3038                          SUPERSEDED SURVEY CONTROL
 LW3038
 LW3038  NAD 83(1996)-  41 22 22.95192(N)    071 34 36.38533(W) AD(       ) 3
 LW3038  NAD 83(1992)-  41 22 22.95173(N)    071 34 36.38558(W) AD(       ) 3
 LW3038  NAD 83(1992)-  41 22 22.95032(N)    071 34 36.38555(W) AD(       ) 3
 LW3038  NAD 83(1986)-  41 22 22.95009(N)    071 34 36.38550(W) AD(       ) 3
 LW3038  NAD 27      -  41 22 22.58500(N)    071 34 38.16300(W) AD(       ) 3
 LW3038
 LW3038.Superseded values are not recommended for survey control.
 LW3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3038.See file dsdata.txt to determine how the superseded data were derived.
 LW3038
 LW3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8450783374(NAD 83)
 LW3038
 LW3038  HISTORY     - Date     Condition        Report By
 LW3038  HISTORY     - 1909     MONUMENTED       CGS
 LW3038  HISTORY     - 1913     MARK NOT FOUND   CGS
 LW3038
 LW3038                          STATION DESCRIPTION
 LW3038
 LW3038'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 LW3038'REPORTED DESTROYED IN 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2945 ***********************************************************************
 LW2945  DESIGNATION -  WHITING
 LW2945  PID         -  LW2945
 LW2945  STATE/COUNTY-  RI/NEWPORT
 LW2945  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2945
 LW2945                         *CURRENT SURVEY CONTROL
 LW2945  ___________________________________________________________________
 LW2945* NAD 83(1996)-  41 29 16.37240(N)    071 23 52.81143(W)     ADJUSTED  
 LW2945* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW2945  ___________________________________________________________________
 LW2945  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 LW2945  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW2945
 LW2945  HORZ ORDER  -  SECOND
 LW2945
 LW2945.The horizontal coordinates were established by classical geodetic methods
 LW2945.and adjusted by the National Geodetic Survey in August 1998..
 LW2945
 LW2945.The orthometric height was scaled from a topographic map.
 LW2945
 LW2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2945
 LW2945.The geoid height was determined by GEOID03.
 LW2945
 LW2945;                    North         East     Units Scale Factor Converg.
 LW2945;SPC RI       -    44,933.601   108,517.879   MT  0.99999464   +0 04 03.2
 LW2945;SPC RI       -   147,419.66    356,029.07   sFT  0.99999464   +0 04 03.2
 LW2945;UTM  19      - 4,595,694.891   299,811.448   MT  1.00009321   -1 35 20.8
 LW2945
 LW2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2945!SPC RI       -   1.00000461  x   0.99999464  =   0.99999925
 LW2945!UTM  19      -   1.00000461  x   1.00009321  =   1.00009782
 LW2945
 LW2945                          SUPERSEDED SURVEY CONTROL
 LW2945
 LW2945  NAD 83(1996)-  41 29 16.37180(N)    071 23 52.81065(W) AD(       ) 2
 LW2945  NAD 83(1992)-  41 29 16.37086(N)    071 23 52.81073(W) AD(       ) 2
 LW2945  NAD 83(1992)-  41 29 16.37024(N)    071 23 52.81049(W) AD(       ) 2
 LW2945  NAD 83(1986)-  41 29 16.37065(N)    071 23 52.80815(W) AD(       ) 2
 LW2945  NAD 27      -  41 29 16.00400(N)    071 23 54.60600(W) AD(       ) 2
 LW2945
 LW2945.Superseded values are not recommended for survey control.
 LW2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2945.See file dsdata.txt to determine how the superseded data were derived.
 LW2945
 LW2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9981195695(NAD 83)
 LW2945_MARKER: DS = TRIANGULATION STATION DISK
 LW2945_SETTING: 0 = UNSPECIFIED SETTING
 LW2945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2945
 LW2945  HISTORY     - Date     Condition        Report By
 LW2945  HISTORY     - 1940     MONUMENTED       CGS
 LW2945  HISTORY     - 20050921 MARK NOT FOUND   USPSQD
 LW2945
 LW2945                          STATION DESCRIPTION
 LW2945
 LW2945'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW2945'STATION IS ABOUT 2 MI. W-SW OF THE TOWN OF JAMESTOWN, ON THE
 LW2945'GOVERNMENT RESERVATION OF FORT GETTY, ON THE CONCRETE EMBANKMENT
 LW2945'OF BATTERY WHITING.  IT IS A STANDARD STATION DISK, STAMPED
 LW2945'WHITING 1940 AND SET IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE
 LW2945'CONCRETE.
 LW2945'
 LW2945'IT WAS LOCATED BY TRAVERSE FROM STATION GETTY.
 LW2945'
 LW2945'THIS IS A TRAVERSE STATION.
 LW2945
 LW2945                          STATION RECOVERY (2005)
 LW2945
 LW2945'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW2945'THE CONCRETE EMBANKMENT IS BADLY ERODED AND COVERED WITH VEGETATION.
 LW2945'IT IS DOUBTFUL THAT THE DISK IS STILL THERE.
 LW2945' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2546 ***********************************************************************
 LW2546  DESIGNATION -  WHITMAN 1838
 LW2546  PID         -  LW2546
 LW2546  STATE/COUNTY-  RI/KENT
 LW2546  USGS QUAD   -  EAST GREENWICH (1975)
 LW2546
 LW2546                         *CURRENT SURVEY CONTROL
 LW2546  ___________________________________________________________________
 LW2546* NAD 83(1996)-  41 40 33.71904(N)    071 27 17.65590(W)     ADJUSTED  
 LW2546* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 LW2546  ___________________________________________________________________
 LW2546  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 LW2546  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW2546
 LW2546  HORZ ORDER  -  SECOND
 LW2546
 LW2546.The horizontal coordinates were established by classical geodetic methods
 LW2546.and adjusted by the National Geodetic Survey in August 1998..
 LW2546
 LW2546.The orthometric height was scaled from a topographic map.
 LW2546
 LW2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2546
 LW2546.The geoid height was determined by GEOID03.
 LW2546
 LW2546;                    North         East     Units Scale Factor Converg.
 LW2546;SPC RI       -    65,826.548   103,755.071   MT  0.99999392   +0 01 47.9
 LW2546;SPC RI       -   215,965.93    340,403.10   sFT  0.99999392   +0 01 47.9
 LW2546;UTM  19      - 4,616,719.321   295,655.336   MT  1.00011388   -1 37 58.3
 LW2546
 LW2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2546!SPC RI       -   0.99999658  x   0.99999392  =   0.99999050
 LW2546!UTM  19      -   0.99999658  x   1.00011388  =   1.00011046
 LW2546
 LW2546:                Primary Azimuth Mark                     Grid Az
 LW2546:SPC RI       -  PROVIDENCE BAPTIST CH SPIRE              012 53 49.1
 LW2546:UTM  19      -  PROVIDENCE BAPTIST CH SPIRE              014 33 35.3
 LW2546
 LW2546|---------------------------------------------------------------------|
 LW2546| PID    Reference Object                     Distance      Geod. Az  |
 LW2546|                                                           dddmmss.s |
 LW2546| LW2680 PROVIDENCE BAPTIST CH SPIRE         APPROX.17.3 KM 0125537.0 |
 LW2546| LW2676 PROVIDENCE UNITARIAN CH SPIRE       APPROX.17.0 KM 0140617.0 |
 LW2546| LW2210 MT HOPE 1843                        APPROX.17.9 KM 0904147.0 |
 LW2546| LW2583 APPONAUG SPIRE                      APPROX. 2.5 KM 3542409.6 |
 LW2546|---------------------------------------------------------------------|
 LW2546
 LW2546                          SUPERSEDED SURVEY CONTROL
 LW2546
 LW2546  NAD 83(1996)-  41 40 33.71856(N)    071 27 17.65575(W) AD(       ) 2
 LW2546  NAD 83(1992)-  41 40 33.71750(N)    071 27 17.65504(W) AD(       ) 2
 LW2546  NAD 83(1992)-  41 40 33.71693(N)    071 27 17.65504(W) AD(       ) 2
 LW2546  NAD 83(1986)-  41 40 33.71735(N)    071 27 17.65437(W) AD(       ) 2
 LW2546  NAD 27      -  41 40 33.35100(N)    071 27 19.46300(W) AD(       ) 2
 LW2546
 LW2546.Superseded values are not recommended for survey control.
 LW2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2546.See file dsdata.txt to determine how the superseded data were derived.
 LW2546
 LW2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9565516719(NAD 83)
 LW2546
 LW2546  HISTORY     - Date     Condition        Report By
 LW2546  HISTORY     - 1838     MONUMENTED       COASUR
 LW2546  HISTORY     - 1879     SEE DESCRIPTION  CGS
 LW2546  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW2546  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2546  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2546  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LW2546
 LW2546                          STATION DESCRIPTION
 LW2546
 LW2546'DESCRIBED BY COAST AND GEODETIC SURVEY 1879
 LW2546'STATION IS ON THE EASTERN SLOPE OF DRUM ROCK HILL, ABOUT 4/10 OF A
 LW2546'MILE FROM THE W SHORE OF GREENWICH BAY, 3/4 MILE N OF EAST
 LW2546'GREENWICH, 1/3 MILE W OF THE SHORE ROAD, 260 METERS S OF A ROAD
 LW2546'LEADING INDIRECTLY TO EAST GREENWICH, AND 180 METERS S OF A ROAD
 LW2546'CONNECTING THE ROAD LAST MENTIONED AND THE SHORE ROAD.  THE
 LW2546'ORIGINAL MARK WAS A BURIED EARTHENWARE CONE, BUT IN 1879 A HEAVY
 LW2546'CEDAR POST WITH 5 COPPER NAILS IN ITS TOP, WAS SET SO AS TO PASS
 LW2546'THROUGH THE CENTE OF THE BURIED CONE AND PROJECT 1.5 FEET ABOVE
 LW2546'THE GROUND SURFACE.
 LW2546
 LW2546                          STATION RECOVERY (1934)
 LW2546
 LW2546'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2546'THE POINT NOT FOUND.  LOCATION IS IN A GROVE OF FINE TREES ON A
 LW2546'GENTLEMANS ESTATE AND IN NOW PRACTICALLY VALUELESS.
 LW2546
 LW2546                          STATION RECOVERY (1935)
 LW2546
 LW2546'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2546'THE DESCRIPTION SHOULD BE REVISED TO READ--
 LW2546'
 LW2546'ON THE EASTERN SLOPE OF DRUM ROCK HILL, ABOUT 4/10 MILE FROM
 LW2546'THE W SHORE OF GREENWICH BAY, ABOUT 1-1/2 MILES S OF THE VILLAGE OF
 LW2546'APPONAUG.  THE STATION IS W OF EAST GREENWICH ROAD (U.S. HIGHWAY 1)
 LW2546'N OF BAYVIEW AVENUE, E OF LOVE LANE, AND S OF HIGHLAND AVENUE, ON
 LW2546'LAND OF H.F. WASHBURN.  IT IS ON A KNOLL IN THE WOODS N OF
 LW2546'MR. WASHBURNS GARAGE, ABOUT 26 YARDS N OF THE REMAINS OF AN OLD
 LW2546'STONE WALL, AND ABOUT 200 YARDS S OF A PRIVATE DRIVE LEADING TO
 LW2546'THE ESTATES OF MR. REED AND MR. ALLEN.
 LW2546'
 LW2546'THE ORIGINAL MARK, A BURIED CONE WAS UNCOVERED BUT NOT
 LW2546'DISTURBED.  IT IS ABOUT 17 YARDS SW OF AN OUTCROP OF ROCK, ABOUT
 LW2546'15 YARDS NNE OF A LARGE BOULDER, AND 18 FEET E OF A STONE SHOWING
 LW2546'ABOUT 1-1/2 FEET BY 3 FEET IN THE TOP OF WHICH IS A PECULIARLY
 LW2546'SHAPED DRILL HOLE, SLIGHTLY TRIANGULAR IN FORM AND ABOUT 1 INCH
 LW2546'IN DEPTH.
 LW2546'
 LW2546'NOTHING, NOT EVEN A HOLE, REMAINED OF THE CEDAR POST ERECTED
 LW2546'IN 1879.  STONES ARE NOW PILED ABOUT 1 FOOT HIGH OVER THE SPOT
 LW2546'AS A SURFACE MARK.
 LW2546
 LW2546                          STATION RECOVERY (1956)
 LW2546
 LW2546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2546'THE STATION COULD NOT BE FOUND AFTER A THOROUGH SEARCH BY A
 LW2546'TWO-MAN PARTY.  THE REFERENCE MARKS WERE RECOVERED AND THE DISTANCES
 LW2546'CHECKED.  NO EVIDENCE OF THE STATION COULD BE FOUND AFTER
 LW2546'CONSIDERABLE DIGGING AT THIS SPOT.
 LW2546
 LW2546                          STATION RECOVERY (1961)
 LW2546
 LW2546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RCY)
 LW2546'THE ORIGINAL MARK, A BURIED EARTHENWARE CONE ESTABLISHED IN 1838
 LW2546'WAS NOT RECOVERED.  NO ATTEMPT WAS MADE TO DIG FOR IT ALTHOUGH
 LW2546'THE PECULIARLY SHAPED DRILL HOLE IN THE TOP OF A BOULDER WHICH
 LW2546'WAS DESCRIBED BY THE R.I. GEOD. S. IN 1935 WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2476 ***********************************************************************
 LW2476  DESIGNATION -  WICKFORD BAPTIST CHURCH
 LW2476  PID         -  LW2476
 LW2476  STATE/COUNTY-  RI/WASHINGTON
 LW2476  USGS QUAD   -  WICKFORD (1995)
 LW2476
 LW2476                         *CURRENT SURVEY CONTROL
 LW2476  ___________________________________________________________________
 LW2476* NAD 83(1996)-  41 34 19.41315(N)    071 27 03.63516(W)     ADJUSTED  
 LW2476* NAVD 88     -                                                        
 LW2476  ___________________________________________________________________
 LW2476  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 LW2476  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW2476
 LW2476  HORZ ORDER  -  THIRD
 LW2476
 LW2476.The horizontal coordinates were established by classical geodetic methods
 LW2476.and adjusted by the National Geodetic Survey in August 1998..
 LW2476
 LW2476
 LW2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2476
 LW2476.The geoid height was determined by GEOID03.
 LW2476
 LW2476;                    North         East     Units Scale Factor Converg.
 LW2476;SPC RI       -    54,278.837   104,085.934   MT  0.99999396   +0 01 57.0
 LW2476;SPC RI       -   178,079.82    341,488.60   sFT  0.99999396   +0 01 57.0
 LW2476;UTM  19      - 4,605,165.486   295,651.306   MT  1.00011391   -1 37 37.0
 LW2476
 LW2476                          SUPERSEDED SURVEY CONTROL
 LW2476
 LW2476  NAD 83(1996)-  41 34 19.41249(N)    071 27 03.63478(W) AD(       ) 4
 LW2476  NAD 83(1992)-  41 34 19.41166(N)    071 27 03.63434(W) AD(       ) 4
 LW2476  NAD 83(1992)-  41 34 19.41104(N)    071 27 03.63426(W) AD(       ) 4
 LW2476  NAD 83(1986)-  41 34 19.41078(N)    071 27 03.63291(W) AD(       ) 4
 LW2476  NAD 27      -  41 34 19.02300(N)    071 27 05.44000(W) AD(       ) 3
 LW2476
 LW2476.Superseded values are not recommended for survey control.
 LW2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2476.See file dsdata.txt to determine how the superseded data were derived.
 LW2476
 LW2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9565105165(NAD 83)
 LW2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2476+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 LW2476
 LW2476  HISTORY     - Date     Condition        Report By
 LW2476  HISTORY     - UNK      MONUMENTED
 LW2476  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2476  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2476  HISTORY     - 19940901 GOOD             USPSQD
 LW2476  HISTORY     - 19950910 GOOD             USPSQD
 LW2476  HISTORY     - 19980110 GOOD             INDIV
 LW2476  HISTORY     - 20010807 GOOD             USPSQD
 LW2476  HISTORY     - 20050226 GOOD             USPSQD
 LW2476
 LW2476                          STATION DESCRIPTION
 LW2476
 LW2476'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2476'THE FIRST BAPTIST CHURCH STANDS ON THE N SIDE OF MAIN STREET,
 LW2476'WICKFORD, W OF CHURCH STREET, SEPARATED FROM THE LATTER BY
 LW2476'TWO HOUSES.  THE FRONT OF THE CHURCH IS ABOUT 100 FEET BACK FROM
 LW2476'THE STREET.  THERE IS A SQUARE BELFRY OVER THE CENTER OF THE
 LW2476'S GABLE.
 LW2476'
 LW2476'ON THE FRONT OF THE BUILDING IS A TABLET TELLING THAT THE
 LW2476'BUILDING WAS ERECTED IN 1816.  COLE IN HIS HISTORY OF WASHINGTON
 LW2476'AND KENT COUNTIES STATES THAT THE BUILDING WAS BUILT IN 1816,
 LW2476'RE-BUILT IN 1836 AND ENLARGED AT THE N END ABOUT 1875.
 LW2476'
 LW2476'SO FAR AS I CAN FIND OUT, THERE HAS BEEN NO CHANGE IN THE
 LW2476'BELFRY SINCE 1868, AND THERE HAS CERTAINLY BEEN NO CHANGE SINCE
 LW2476'1888, THE DATE OF A PICTORIAL MAP OF THE VILLAGE OF WICKFORD ON
 LW2476'DISPLAY IN THE NORTH KINGSTOWN LIBRARY, FOR ON THIS MAP THERE IS
 LW2476'A SKETCH OF THIS CHURCH BUILDING SHOWING THE BELFRY THE SAME AS
 LW2476'IT IS NOW.
 LW2476
 LW2476                          STATION RECOVERY (1956)
 LW2476
 LW2476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2476'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2476'DESCRIPTION IS ADEQUATE.
 LW2476
 LW2476                          STATION RECOVERY (1994)
 LW2476
 LW2476'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2476'RECOVERED IN GOOD CONDITION.
 LW2476
 LW2476                          STATION RECOVERY (1995)
 LW2476
 LW2476'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW2476'RECOVERED IN GOOD CONDITION.
 LW2476
 LW2476                          STATION RECOVERY (1998)
 LW2476
 LW2476'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2476'RECOVERED IN GOOD CONDITION.
 LW2476
 LW2476                          STATION RECOVERY (2001)
 LW2476
 LW2476'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2476'RECOVERED IN GOOD CONDITION.
 LW2476
 LW2476                          STATION RECOVERY (2005)
 LW2476
 LW2476'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLC)
 LW2476'TABLET WITH ERECTION DATE NO LONGER ON FRONT OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2477 ***********************************************************************
 LW2477  DESIGNATION -  WICKFORD EPISCOPAL CH SPIRE
 LW2477  PID         -  LW2477
 LW2477  STATE/COUNTY-  RI/WASHINGTON
 LW2477  USGS QUAD   -  WICKFORD (1995)
 LW2477
 LW2477                         *CURRENT SURVEY CONTROL
 LW2477  ___________________________________________________________________
 LW2477* NAD 83(1996)-  41 34 18.13353(N)    071 27 00.23350(W)     ADJUSTED  
 LW2477* NAVD 88     -                                                        
 LW2477  ___________________________________________________________________
 LW2477  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 LW2477  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW2477
 LW2477  HORZ ORDER  -  THIRD
 LW2477
 LW2477.The horizontal coordinates were established by classical geodetic methods
 LW2477.and adjusted by the National Geodetic Survey in August 1998..
 LW2477
 LW2477
 LW2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2477
 LW2477.The geoid height was determined by GEOID03.
 LW2477
 LW2477;                    North         East     Units Scale Factor Converg.
 LW2477;SPC RI       -    54,239.404   104,164.765   MT  0.99999396   +0 01 59.3
 LW2477;SPC RI       -   177,950.44    341,747.23   sFT  0.99999396   +0 01 59.3
 LW2477;UTM  19      - 4,605,123.782   295,728.971   MT  1.00011352   -1 37 34.7
 LW2477
 LW2477                          SUPERSEDED SURVEY CONTROL
 LW2477
 LW2477  NAD 83(1996)-  41 34 18.13278(N)    071 27 00.23290(W) AD(       ) 4
 LW2477  NAD 83(1992)-  41 34 18.13205(N)    071 27 00.23274(W) AD(       ) 4
 LW2477  NAD 83(1992)-  41 34 18.13145(N)    071 27 00.23266(W) AD(       ) 4
 LW2477  NAD 83(1986)-  41 34 18.13140(N)    071 27 00.23168(W) AD(       ) 4
 LW2477  NAD 27      -  41 34 17.76280(N)    071 27 02.02779(W) AD(       ) 3
 LW2477
 LW2477.Superseded values are not recommended for survey control.
 LW2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2477.See file dsdata.txt to determine how the superseded data were derived.
 LW2477
 LW2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9572905124(NAD 83)
 LW2477
 LW2477  HISTORY     - Date     Condition        Report By
 LW2477  HISTORY     - UNK      MONUMENTED
 LW2477  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2477  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2477  HISTORY     - 19940901 GOOD             USPSQD
 LW2477  HISTORY     - 19950910 GOOD             USPSQD
 LW2477  HISTORY     - 19980110 GOOD             INDIV
 LW2477  HISTORY     - 20011017 GOOD             USPSQD
 LW2477  HISTORY     - 20040420 GOOD             USPSQD
 LW2477
 LW2477                          STATION DESCRIPTION
 LW2477
 LW2477'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2477'ST. PAULS EPISCOPAL CHURCH STANDS ON THE S SIDE OF MAIN STREET,
 LW2477'WICKFORD, W OF WALL STREET AND E OF GOLD STREET.  IT WAS BUILT IN
 LW2477'1847.
 LW2477'
 LW2477'THE STEEPLE IS AT THE NE CORNER OF THE BUILDING.  THE UPPER
 LW2477'PART OF THE STEEPLE IS AN OCTAGONAL SPIRE TOPPED WITH A CROSS.  A
 LW2477'COMPARISON OF THE STEEPLE OF TO-DAY WITH A PICTURE PUBLISHED IN
 LW2477'1888 SHOWS THAT THERE HAS BEEN NO CHANGE.
 LW2477
 LW2477                          STATION RECOVERY (1968)
 LW2477
 LW2477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2477'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2477
 LW2477                          STATION RECOVERY (1994)
 LW2477
 LW2477'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2477'RECOVERED IN GOOD CONDITION.
 LW2477
 LW2477                          STATION RECOVERY (1995)
 LW2477
 LW2477'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW2477'RECOVERED IN GOOD CONDITION.
 LW2477
 LW2477                          STATION RECOVERY (1998)
 LW2477
 LW2477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2477'RECOVERED IN GOOD CONDITION.
 LW2477
 LW2477                          STATION RECOVERY (2001)
 LW2477
 LW2477'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW2477'RECOVERED IN GOOD CONDITION.
 LW2477
 LW2477                          STATION RECOVERY (2004)
 LW2477
 LW2477'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2473 ***********************************************************************
 LW2473  DESIGNATION -  WICKFORD HARBOR LIGHT
 LW2473  PID         -  LW2473
 LW2473  STATE/COUNTY-  RI/WASHINGTON
 LW2473  USGS QUAD   -  WICKFORD (1995)
 LW2473
 LW2473                         *CURRENT SURVEY CONTROL
 LW2473  ___________________________________________________________________
 LW2473* NAD 83(1996)-  41 34 21.46322(N)    071 26 12.69100(W)     ADJUSTED  
 LW2473* NAVD 88     -                                                        
 LW2473  ___________________________________________________________________
 LW2473  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 LW2473  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW2473
 LW2473  HORZ ORDER  -  THIRD
 LW2473
 LW2473.The horizontal coordinates were established by classical geodetic methods
 LW2473.and adjusted by the National Geodetic Survey in August 1998..
 LW2473
 LW2473
 LW2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2473
 LW2473.The geoid height was determined by GEOID03.
 LW2473
 LW2473;                    North         East     Units Scale Factor Converg.
 LW2473;SPC RI       -    54,342.850   105,266.137   MT  0.99999409   +0 02 30.8
 LW2473;SPC RI       -   178,289.83    345,360.65   sFT  0.99999409   +0 02 30.8
 LW2473;UTM  19      - 4,605,195.299   296,833.006   MT  1.00010798   -1 37 03.3
 LW2473
 LW2473                          SUPERSEDED SURVEY CONTROL
 LW2473
 LW2473  NAD 83(1996)-  41 34 21.46264(N)    071 26 12.69071(W) AD(       ) 4
 LW2473  NAD 83(1992)-  41 34 21.46170(N)    071 26 12.69015(W) AD(       ) 4
 LW2473  NAD 83(1992)-  41 34 21.46110(N)    071 26 12.69004(W) AD(       ) 4
 LW2473  NAD 83(1986)-  41 34 21.46089(N)    071 26 12.68858(W) AD(       ) 4
 LW2473  NAD 27      -  41 34 21.08000(N)    071 26 14.48500(W) AD(       ) 3
 LW2473
 LW2473.Superseded values are not recommended for survey control.
 LW2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2473.See file dsdata.txt to determine how the superseded data were derived.
 LW2473
 LW2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9683305195(NAD 83)
 LW2473
 LW2473  HISTORY     - Date     Condition        Report By
 LW2473  HISTORY     - 1944     MONUMENTED       CGS
 LW2473  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2473  HISTORY     - 19941001 MARK NOT FOUND   USPSQD
 LW2473  HISTORY     - 20010102 GOOD             USPSQD
 LW2473
 LW2473                          STATION DESCRIPTION
 LW2473
 LW2473'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2473'STATION IS LOCATED ON OLD GAY ROCK, ON THE SW SIDE OF THE CHANNEL,
 LW2473'260 METERS NE OF POPLAR POINT.  THE STATION IS THE HIGHEST POINT OF
 LW2473'A BLACK SQUARE SKELETON TOWER BUILT ON A WHITE TANK HOUSE.
 LW2473
 LW2473                          STATION RECOVERY (1956)
 LW2473
 LW2473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2473'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1944 DESCRIPTION
 LW2473'IS ADEQUATE.
 LW2473
 LW2473                          STATION RECOVERY (1994)
 LW2473
 LW2473'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2473'MARK NOT FOUND.
 LW2473
 LW2473                          STATION RECOVERY (2001)
 LW2473
 LW2473'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2479 ***********************************************************************
 LW2479  DESIGNATION -  WICKFORD HARBOR N BRKWTR LIGHT
 LW2479  PID         -  LW2479
 LW2479  STATE/COUNTY-  RI/WASHINGTON
 LW2479  USGS QUAD   -  WICKFORD (1995)
 LW2479
 LW2479                         *CURRENT SURVEY CONTROL
 LW2479  ___________________________________________________________________
 LW2479* NAD 83(1996)-  41 34 27.61513(N)    071 26 16.42260(W)     ADJUSTED  
 LW2479* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW2479  ___________________________________________________________________
 LW2479  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 LW2479  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW2479
 LW2479  HORZ ORDER  -  THIRD
 LW2479
 LW2479.The horizontal coordinates were established by classical geodetic methods
 LW2479.and adjusted by the National Geodetic Survey in August 1998..
 LW2479
 LW2479.The orthometric height was scaled from a topographic map.
 LW2479
 LW2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2479
 LW2479.The geoid height was determined by GEOID03.
 LW2479
 LW2479;                    North         East     Units Scale Factor Converg.
 LW2479;SPC RI       -    54,532.581   105,179.549   MT  0.99999408   +0 02 28.4
 LW2479;SPC RI       -   178,912.31    345,076.57   sFT  0.99999408   +0 02 28.4
 LW2479;UTM  19      - 4,605,387.480   296,751.940   MT  1.00010839   -1 37 05.9
 LW2479
 LW2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2479!SPC RI       -   1.00000413  x   0.99999408  =   0.99999821
 LW2479!UTM  19      -   1.00000413  x   1.00010839  =   1.00011252
 LW2479
 LW2479:                Primary Azimuth Mark                     Grid Az
 LW2479:SPC RI       -  FOX                                      142 09 34.2
 LW2479:UTM  19      -  FOX                                      143 49 08.5
 LW2479
 LW2479|---------------------------------------------------------------------|
 LW2479| PID    Reference Object                     Distance      Geod. Az  |
 LW2479|                                                           dddmmss.s |
 LW2479| LW2505 FOX                                 APPROX. 2.8 KM 1421202.6 |
 LW2479| LW2473 WICKFORD HARBOR LIGHT               208.557 METERS 15531     |
 LW2479| LW2478 WICKFORD LIGHTHOUSE OLD TOWER       380.885 METERS 19555     |
 LW2479| LW2477 WICKFORD EPISCOPAL CH SPIRE         APPROX. 1.1 KM 2535536.8 |
 LW2479|---------------------------------------------------------------------|
 LW2479
 LW2479                          SUPERSEDED SURVEY CONTROL
 LW2479
 LW2479  NAD 83(1996)-  41 34 27.61439(N)    071 26 16.42225(W) AD(       ) 3
 LW2479  NAD 83(1992)-  41 34 27.61365(N)    071 26 16.42178(W) AD(       ) 3
 LW2479  NAD 83(1992)-  41 34 27.61306(N)    071 26 16.42167(W) AD(       ) 3
 LW2479  NAD 83(1986)-  41 34 27.61304(N)    071 26 16.42031(W) AD(       ) 3
 LW2479  NAD 27      -  41 34 27.22800(N)    071 26 18.21300(W) AD(       ) 3
 LW2479
 LW2479.Superseded values are not recommended for survey control.
 LW2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2479.See file dsdata.txt to determine how the superseded data were derived.
 LW2479
 LW2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9675205387(NAD 83)
 LW2479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2479+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 LW2479
 LW2479  HISTORY     - Date     Condition        Report By
 LW2479  HISTORY     - 1956     MONUMENTED       CGS
 LW2479  HISTORY     - 19940901 GOOD             USPSQD
 LW2479  HISTORY     - 19980110 GOOD             INDIV
 LW2479  HISTORY     - 20010807 GOOD             USPSQD
 LW2479
 LW2479                          STATION DESCRIPTION
 LW2479
 LW2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2479'STATION IS THE CENTER OF THE LANTERN ATOP A SKELETON STEEL TOWER
 LW2479'PAINTED RED, AND BUILT OVER A WHITE TANKHOUSE ON THE END OF THE
 LW2479'N BREAKWATER, AT THE ENTRANCE TO WICKFORD HARBOR.
 LW2479'
 LW2479'ACCORDING TO THE 1956 LIGHT LIST THIS AID WAS ESTABLISHED IN
 LW2479'1949.  FIELD OBSERVATIONS WERE MADE IN AUGUST 1956.
 LW2479'
 LW2479'THIS IS AN INTERSECTION STATION.
 LW2479
 LW2479                          STATION RECOVERY (1994)
 LW2479
 LW2479'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2479'RECOVERED IN GOOD CONDITION.
 LW2479
 LW2479                          STATION RECOVERY (1998)
 LW2479
 LW2479'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2479'RECOVERED IN GOOD CONDITION.
 LW2479
 LW2479                          STATION RECOVERY (2001)
 LW2479
 LW2479'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2478 ***********************************************************************
 LW2478  DESIGNATION -  WICKFORD LIGHTHOUSE OLD TOWER
 LW2478  PID         -  LW2478
 LW2478  STATE/COUNTY-  RI/WASHINGTON
 LW2478  USGS QUAD   -  WICKFORD (1995)
 LW2478
 LW2478                         *CURRENT SURVEY CONTROL
 LW2478  ___________________________________________________________________
 LW2478* NAD 83(1996)-  41 34 15.74249(N)    071 26 20.93044(W)     ADJUSTED  
 LW2478* NAVD 88     -                                                        
 LW2478  ___________________________________________________________________
 LW2478  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 LW2478  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW2478
 LW2478  HORZ ORDER  -  THIRD
 LW2478
 LW2478.The horizontal coordinates were established by classical geodetic methods
 LW2478.and adjusted by the National Geodetic Survey in August 1998..
 LW2478
 LW2478
 LW2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2478
 LW2478.The geoid height was determined by GEOID03.
 LW2478
 LW2478;                    North         East     Units Scale Factor Converg.
 LW2478;SPC RI       -    54,166.222   105,075.375   MT  0.99999407   +0 02 25.4
 LW2478;SPC RI       -   177,710.35    344,734.79   sFT  0.99999407   +0 02 25.4
 LW2478;UTM  19      - 4,605,024.249   296,637.187   MT  1.00010896   -1 37 08.6
 LW2478
 LW2478                          SUPERSEDED SURVEY CONTROL
 LW2478
 LW2478  NAD 83(1996)-  41 34 15.74187(N)    071 26 20.93003(W) AD(       ) 4
 LW2478  NAD 83(1992)-  41 34 15.74098(N)    071 26 20.92963(W) AD(       ) 4
 LW2478  NAD 83(1992)-  41 34 15.74037(N)    071 26 20.92952(W) AD(       ) 4
 LW2478  NAD 83(1986)-  41 34 15.74022(N)    071 26 20.92819(W) AD(       ) 4
 LW2478  NAD 27      -  41 34 15.35800(N)    071 26 22.72000(W) AD(       ) 3
 LW2478
 LW2478.Superseded values are not recommended for survey control.
 LW2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2478.See file dsdata.txt to determine how the superseded data were derived.
 LW2478
 LW2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9663705024(NAD 83)
 LW2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2478+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 LW2478
 LW2478  HISTORY     - Date     Condition        Report By
 LW2478  HISTORY     - UNK      MONUMENTED
 LW2478  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2478  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2478  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2478  HISTORY     - 19940901 GOOD             USPSQD
 LW2478  HISTORY     - 19980110 GOOD             INDIV
 LW2478  HISTORY     - 20010807 GOOD             USPSQD
 LW2478  HISTORY     - 20050226 GOOD             USPSQD
 LW2478
 LW2478                          STATION DESCRIPTION
 LW2478
 LW2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2478'ON POPLAR POINT, THE SOUTHERN POINT OF THE ENTRANCE TO WICKFORD
 LW2478'HARBOR.  THE LIGHT WAS DISCONTINUED AFTER THE COMPLETION OF THE
 LW2478'NEW LIGHT ON OLD GAY ROCK, IN 1882, BUT THE TOWER STILL STANDS.  A
 LW2478'COTTAGE HAS BEEN BUILT AROUND IT, BUT OTHERWISE IT HAS UNDERGONE
 LW2478'NO CHANGE.
 LW2478
 LW2478                          STATION RECOVERY (1935)
 LW2478
 LW2478'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2478'THE PUBLISHED DESCRIPTION IS CORRECT.
 LW2478'
 LW2478'FOR A PICTURE OF THIS LIGHTHOUSE, SEE A PICTORIAL MAP DATED 1888
 LW2478'IN THE NORTH KINGSTOWN LIBRARY.
 LW2478
 LW2478                          STATION RECOVERY (1956)
 LW2478
 LW2478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2478'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 LW2478'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 LW2478'
 LW2478'THE WOODEN TOWER ON THE N WING OF THE HOUSE IS OCTAGONAL IN SHAPE
 LW2478'WITH A SQUARE ALUMINUM HOUSING ON TOP.  A SHORT, SPIKED FINIAL
 LW2478'SURMOUNTS THE ROOF OF THIS HOUSE.
 LW2478
 LW2478                          STATION RECOVERY (1994)
 LW2478
 LW2478'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2478'RECOVERED IN GOOD CONDITION.
 LW2478
 LW2478                          STATION RECOVERY (1998)
 LW2478
 LW2478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2478'RECOVERED IN GOOD CONDITION.
 LW2478
 LW2478                          STATION RECOVERY (2001)
 LW2478
 LW2478'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW2478'RECOVERED IN GOOD CONDITION.
 LW2478
 LW2478                          STATION RECOVERY (2005)
 LW2478
 LW2478'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLC)
 LW2478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2484 ***********************************************************************
 LW2484  DESIGNATION -  WICKFORD NORTH KINGSTOWN SPIPE
 LW2484  PID         -  LW2484
 LW2484  STATE/COUNTY-  RI/WASHINGTON
 LW2484  USGS QUAD   -  WICKFORD (1995)
 LW2484
 LW2484                         *CURRENT SURVEY CONTROL
 LW2484  ___________________________________________________________________
 LW2484* NAD 83(1996)-  41 34 29.68697(N)    071 27 49.00471(W)     ADJUSTED  
 LW2484* NAVD 88     -                                                        
 LW2484  ___________________________________________________________________
 LW2484  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 LW2484  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW2484
 LW2484  HORZ ORDER  -  THIRD
 LW2484
 LW2484.The horizontal coordinates were established by classical geodetic methods
 LW2484.and adjusted by the National Geodetic Survey in August 1998..
 LW2484
 LW2484
 LW2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2484
 LW2484.The geoid height was determined by GEOID03.
 LW2484
 LW2484;                    North         East     Units Scale Factor Converg.
 LW2484;SPC RI       -    54,595.277   103,034.701   MT  0.99999386   +0 01 26.9
 LW2484;SPC RI       -   179,118.00    338,039.68   sFT  0.99999386   +0 01 26.9
 LW2484;UTM  19      - 4,605,512.280   294,609.550   MT  1.00011916   -1 38 07.5
 LW2484
 LW2484                          SUPERSEDED SURVEY CONTROL
 LW2484
 LW2484  NAD 83(1996)-  41 34 29.68616(N)    071 27 49.00411(W) AD(       ) 4
 LW2484  NAD 83(1992)-  41 34 29.68552(N)    071 27 49.00393(W) AD(       ) 4
 LW2484  NAD 83(1992)-  41 34 29.68489(N)    071 27 49.00388(W) AD(       ) 4
 LW2484  NAD 83(1986)-  41 34 29.68549(N)    071 27 49.00194(W) AD(       ) 4
 LW2484  NAD 27      -  41 34 29.32026(N)    071 27 50.79157(W) AD(       ) 3
 LW2484
 LW2484.Superseded values are not recommended for survey control.
 LW2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2484.See file dsdata.txt to determine how the superseded data were derived.
 LW2484
 LW2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9461005512(NAD 83)
 LW2484_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW2484_SETTING: 0 = UNSPECIFIED SETTING
 LW2484_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW2484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW2484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW2484+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 LW2484
 LW2484  HISTORY     - Date     Condition        Report By
 LW2484  HISTORY     - 1944     MONUMENTED       CGS
 LW2484  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW2484  HISTORY     - 19940901 GOOD             USPSQD
 LW2484  HISTORY     - 19950910 GOOD             USPSQD
 LW2484  HISTORY     - 19980119 GOOD             INDIV
 LW2484  HISTORY     - 20011017 GOOD             USPSQD
 LW2484  HISTORY     - 20050226 GOOD             USPSQD
 LW2484
 LW2484                          STATION DESCRIPTION
 LW2484
 LW2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 LW2484'STATION IS LOCATED APPROXIMATELY 110 METERS W OF U.S. HIGHWAY 1,
 LW2484'AT A POINT ABOUT 115 METERS N OF THE INTERSECTION OF
 LW2484'U.S. HIGHWAY 1 (ALTERNATE) AND U.S. HIGHWAY 1 (SCENIC), AND
 LW2484'ABOUT 1/2 MILE W OF THE BUSINESS SECTION OF WICKFORD ON
 LW2484'U.S. HIGHWAY 1 (SCENIC).  THE STATION IS THE FINIAL OF A
 LW2484'LARGE, ALUMINUM, CYLINDRICAL STANDPIPE, BEARING THE NAME
 LW2484'NORTH KINGSTOWN.
 LW2484
 LW2484                          STATION RECOVERY (1968)
 LW2484
 LW2484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2484'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2484
 LW2484                          STATION RECOVERY (1994)
 LW2484
 LW2484'RECOVERY NOTE BY US POWER SQUADRON 1994
 LW2484'RECOVERED IN GOOD CONDITION.
 LW2484
 LW2484                          STATION RECOVERY (1995)
 LW2484
 LW2484'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW2484'RECOVERED IN GOOD CONDITION.
 LW2484
 LW2484                          STATION RECOVERY (1998)
 LW2484
 LW2484'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RMS)
 LW2484'STANDPIPE IS AT THE END OF STANDPIPE ROAD, AT JCT OF US1 AND US1A, IN
 LW2484'WICKFORD, RI.  IT IS PAINTED GREEN.
 LW2484
 LW2484                          STATION RECOVERY (2001)
 LW2484
 LW2484'RECOVERY NOTE BY US POWER SQUADRON 2001 (AFA)
 LW2484'RECOVERED IN GOOD CONDITION.
 LW2484
 LW2484                          STATION RECOVERY (2005)
 LW2484
 LW2484'RECOVERY NOTE BY US POWER SQUADRON 2005 (TC)
 LW2484'NOW PAINTED LIGHT GREEN. NORTH KINGSTOWN NAME IS NO LONGER PAINTED ON
 LW2484'SIDE.  STANDPIPE ROAD HAS BEEN EXTENDED, SO STANDPIPE IS NO LONGER AT
 LW2484'END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3091 ***********************************************************************
 LW3091  DESIGNATION -  WILBUR 1839
 LW3091  PID         -  LW3091
 LW3091  STATE/COUNTY-  RI/WASHINGTON
 LW3091  USGS QUAD   -  CAROLINA (1970)
 LW3091
 LW3091                         *CURRENT SURVEY CONTROL
 LW3091  ___________________________________________________________________
 LW3091* NAD 83(1996)-  41 29 29.46005(N)    071 38 30.89961(W)     ADJUSTED  
 LW3091* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 LW3091  ___________________________________________________________________
 LW3091  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 LW3091  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW3091
 LW3091  HORZ ORDER  -  THIRD
 LW3091
 LW3091.The horizontal coordinates were established by classical geodetic methods
 LW3091.and adjusted by the National Geodetic Survey in August 1998..
 LW3091
 LW3091.The orthometric height was scaled from a topographic map.
 LW3091
 LW3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3091
 LW3091.The geoid height was determined by GEOID03.
 LW3091
 LW3091;                    North         East     Units Scale Factor Converg.
 LW3091;SPC RI       -    45,342.066    88,149.037   MT  0.99999548   -0 05 38.5
 LW3091;SPC RI       -   148,759.76    289,202.30   sFT  0.99999548   -0 05 38.5
 LW3091;UTM  19      - 4,596,692.261   279,459.862   MT  1.00019860   -1 45 03.6
 LW3091
 LW3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3091!SPC RI       -   0.99999069  x   0.99999548  =   0.99998617
 LW3091!UTM  19      -   0.99999069  x   1.00019860  =   1.00018928
 LW3091
 LW3091:                Primary Azimuth Mark                     Grid Az
 LW3091:SPC RI       -  KINGSTON CONG CH SPIRE                   097 25 10.6
 LW3091:UTM  19      -  KINGSTON CONG CH SPIRE                   099 04 35.7
 LW3091
 LW3091|---------------------------------------------------------------------|
 LW3091| PID    Reference Object                     Distance      Geod. Az  |
 LW3091|                                                           dddmmss.s |
 LW3091| LW3010 KINGSTON CONG CH SPIRE              APPROX. 9.8 KM 0971932.1 |
 LW3091| LW3029 TIFF 1839                           APPROX. 9.3 KM 1093526.5 |
 LW3091|---------------------------------------------------------------------|
 LW3091
 LW3091                          SUPERSEDED SURVEY CONTROL
 LW3091
 LW3091  NAD 83(1992)-  41 29 29.45846(N)    071 38 30.89857(W) AD(       ) 3
 LW3091  NAD 83(1986)-  41 29 29.45763(N)    071 38 30.89874(W) AD(       ) 3
 LW3091  NAD 27      -  41 29 29.09200(N)    071 38 32.66700(W) AD(       ) 3
 LW3091
 LW3091.Superseded values are not recommended for survey control.
 LW3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3091.See file dsdata.txt to determine how the superseded data were derived.
 LW3091
 LW3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7946096692(NAD 83)
 LW3091
 LW3091  HISTORY     - Date     Condition        Report By
 LW3091  HISTORY     - 1839     MONUMENTED       CGS
 LW3091  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3091  HISTORY     - 19910315 MARK NOT FOUND   USPSQD
 LW3091
 LW3091                          STATION DESCRIPTION
 LW3091
 LW3091'DESCRIBED BY COAST AND GEODETIC SURVEY 1839 (EB)
 LW3091'STATION IS ON THE SUMMIT OF THE
 LW3091'HILL OF THAT NAME.  THE STATION IS PROBABLY MARKED BY A BURIED
 LW3091'CONE.
 LW3091
 LW3091                          STATION RECOVERY (1934)
 LW3091
 LW3091'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3091'THE SUMMIT OF WILBUR HILL IS ABOUT 1 MILE E OF THE HIGHWAY
 LW3091'LEADING N FROM THE VILLAGE OF CAROLINA (STATE ROUTE 112), AND
 LW3091'ABOUT 1/2 MILE S OF THE HIGHWAY FROM WEST KINGSTON TO THE VILLAGE
 LW3091'OF WYOMING (STATE ROUTE 138).  THERE IS AN ABANDONED ROAD
 LW3091'LEADING OVER THE SUMMIT FROM E TO W.  THIS ROAD IS NOW ONLY A
 LW3091'PATH THROUGH WOODS.  SEVERAL HOURS SEARCH BROUGHT TO LIGHT NO
 LW3091'SURFACE MARKINGS.
 LW3091
 LW3091                          STATION RECOVERY (1991)
 LW3091
 LW3091'RECOVERY NOTE BY US POWER SQUADRON 1991 (AW)
 LW3091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3528 ***********************************************************************
 LW3528  DESIGNATION -  WILDCAT
 LW3528  PID         -  LW3528
 LW3528  STATE/COUNTY-  RI/WASHINGTON
 LW3528  USGS QUAD   -  HOPE VALLEY (1975)
 LW3528
 LW3528                         *CURRENT SURVEY CONTROL
 LW3528  ___________________________________________________________________
 LW3528* NAD 83(1996)-  41 34 51.34715(N)    071 41 35.63273(W)     ADJUSTED  
 LW3528* NAVD 88     -       141.7    (meters)     465.     (feet)  VERTCON   
 LW3528  ___________________________________________________________________
 LW3528  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 LW3528  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LW3528
 LW3528  HORZ ORDER  -  FIRST
 LW3528
 LW3528.The horizontal coordinates were established by classical geodetic methods
 LW3528.and adjusted by the National Geodetic Survey in August 1998..
 LW3528
 LW3528.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3528
 LW3528.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3528
 LW3528.The geoid height was determined by GEOID03.
 LW3528
 LW3528;                    North         East     Units Scale Factor Converg.
 LW3528;SPC RI       -    55,280.914    83,886.125   MT  0.99999694   -0 07 41.7
 LW3528;SPC RI       -   181,367.47    275,216.40   sFT  0.99999694   -0 07 41.7
 LW3528;SPC CT       -   235,966.186   392,923.155   MT  0.99998348   +0 42 02.5
 LW3528;SPC CT       -   774,165.73  1,289,115.38   sFT  0.99998348   +0 42 02.5
 LW3528;UTM  19      - 4,606,752.466   275,485.533   MT  1.00022035   -1 47 17.5
 LW3528
 LW3528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3528!SPC RI       -   0.99998251  x   0.99999694  =   0.99997945
 LW3528!SPC CT       -   0.99998251  x   0.99998348  =   0.99996599
 LW3528!UTM  19      -   0.99998251  x   1.00022035  =   1.00020286
 LW3528
 LW3528|---------------------------------------------------------------------|
 LW3528| PID    Reference Object                     Distance      Geod. Az  |
 LW3528|                                                           dddmmss.s |
 LW3528| CB8664 WILDCAT RM 1                         23.498 METERS 13945     |
 LW3528| LW1161 TEFFT                               APPROX. 3.3 KM 1435601.6 |
 LW3528| CB8665 WILDCAT RM 2                         24.137 METERS 23726     |
 LW3528|---------------------------------------------------------------------|
 LW3528
 LW3528                          SUPERSEDED SURVEY CONTROL
 LW3528
 LW3528  NAD 83(1992)-  41 34 51.34593(N)    071 41 35.63202(W) AD(       ) 1
 LW3528  NAD 83(1986)-  41 34 51.34546(N)    071 41 35.63192(W) AD(       ) 1
 LW3528  NAD 27      -  41 34 50.98710(N)    071 41 37.39048(W) AD(       ) 1
 LW3528  NGVD 29 (07/19/86)  142.0    (m)          466.     (f) VERT ANG       
 LW3528
 LW3528.Superseded values are not recommended for survey control.
 LW3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3528.See file dsdata.txt to determine how the superseded data were derived.
 LW3528
 LW3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7548606752(NAD 83)
 LW3528_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3528+STABILITY: SURFACE MOTION
 LW3528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3528+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2003
 LW3528
 LW3528  HISTORY     - Date     Condition        Report By
 LW3528  HISTORY     - 1969     MONUMENTED       CGS
 LW3528  HISTORY     - 20031230 GOOD             INDIV
 LW3528
 LW3528                          STATION DESCRIPTION
 LW3528
 LW3528'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3528'STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF WESTERLY,
 LW3528'12-1/2 MILES WEST OF WICKFORD, 5 MILES EAST OF THE RHODE
 LW3528'ISLAND AND CONNECTICUT STATE LINE, 4-1/2 MILES NORTH OF
 LW3528'HOPE VALLEY, 2 MILES WEST OF THE JUNCTION OF STATE
 LW3528'HIGHWAYS 3 AND 165 AND ON PROPERTY OF THE ARCADIA STATE
 LW3528'FOREST.
 LW3528'
 LW3528'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 165
 LW3528'ABOUT 5 MILES NORTH-NORTHEAST OF HOPE VALLEY, GO WEST
 LW3528'ON STATE HIGHWAY 165 FOR 2.3 MILES TO THE SUMMIT OF A
 LW3528'HILL.  CONTINUE WEST ON STATE HIGHWAY 165 FOR 0.2 MILE TO A SIDE
 LW3528'ROAD RIGHT (BLIVEN TRAIL ROAD).  TURN RIGHT AND GO NORTH
 LW3528'ON BLIVEN TRAIL ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT
 LW3528'(WILDCAT TRAIL).  TURN RIGHT AND GO SOUTHEAST ON WILDCAT
 LW3528'TRAIL FOR 0.35 MILE TO WHERE THE ROAD STARTS DOWN GRADE
 LW3528'AND THE STATION ON LEFT AS DESCRIBED.
 LW3528'
 LW3528'ALL MARKS ARE STANDARD DISKS.
 LW3528'
 LW3528'STATION MARK, STAMPED WILDCAT 1969, IS SET IN A ROUND
 LW3528'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 LW3528'IS 87 FEET NORTHEAST OF THE CENTER OF WILDCAT TRAIL,
 LW3528'47 FEET NORTHWEST OF A LARGE BOULDER WHICH PROJECTS ABOUT
 LW3528'6 FEET, 16 FEET NORTH-NORTHWEST OF A TRIANGLE BLAZED 10-INCH
 LW3528'OAK TREE AND 9 FEET WEST OF A METAL WITNESS POST.
 LW3528'
 LW3528'RM 1, STAMPED WILDCAT NO 1 1969, IS SET IN A DRILL HOLE IN
 LW3528'A BOULDER WHICH PROJECTS ABOUT 15 INCHES.  IT IS 100
 LW3528'FEET EAST OF CENTER OF WILDCAT TRAIL, 26 FEET SOUTHEAST
 LW3528'OF THE LARGE BOULDER AND 2.5 FEET NORTHWEST OF A METAL
 LW3528'WITNESS POST.
 LW3528'
 LW3528'RM 2, STAMPED WILDCAT NO 2 1969, IS SET IN A DRILL HOLE
 LW3528'IN A BOULDER WHICH PROJECTS ABOUT 15 INCHES.  IT IS 24.5
 LW3528'FEET SOUTH OF A LARGE PINE TREE, 5.5 FEET NORTHEAST OF
 LW3528'CENTER OF WILDCAT TRAIL AND 5 FEET NORTHWEST OF A
 LW3528'METAL WITNESS POST.
 LW3528'
 LW3528'NOTICE--NO MEASUREMENT BETWEEN REFERENCE MARK 1 AND 2
 LW3528'DUE TO A LARGE BOULDER ON LINE.
 LW3528'
 LW3528'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LW3528
 LW3528                          STATION RECOVERY (2003)
 LW3528
 LW3528'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LW3528'FOUND STATION AND RM'S 1 AND 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2687 ***********************************************************************
 LW2687  DESIGNATION -  WILKES
 LW2687  PID         -  LW2687
 LW2687  STATE/COUNTY-  RI/PROVIDENCE
 LW2687  USGS QUAD   -  PROVIDENCE (1975)
 LW2687
 LW2687                         *CURRENT SURVEY CONTROL
 LW2687  ___________________________________________________________________
 LW2687* NAD 83(1996)-  41 48 39.86113(N)    071 23 42.36342(W)     ADJUSTED  
 LW2687* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW2687  ___________________________________________________________________
 LW2687  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LW2687  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW2687
 LW2687  HORZ ORDER  -  THIRD
 LW2687
 LW2687.The horizontal coordinates were established by classical geodetic methods
 LW2687.and adjusted by the National Geodetic Survey in August 1998..
 LW2687
 LW2687.The orthometric height was scaled from a topographic map.
 LW2687
 LW2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2687
 LW2687.The geoid height was determined by GEOID03.
 LW2687
 LW2687;                    North         East     Units Scale Factor Converg.
 LW2687;SPC RI       -    80,829.396   108,716.572   MT  0.99999468   +0 04 11.8
 LW2687;SPC RI       -   265,187.78    356,680.95   sFT  0.99999468   +0 04 11.8
 LW2687;UTM  19      - 4,631,573.249   301,051.242   MT  1.00008708   -1 35 50.2
 LW2687
 LW2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2687!SPC RI       -   1.00000467  x   0.99999468  =   0.99999935
 LW2687!UTM  19      -   1.00000467  x   1.00008708  =   1.00009175
 LW2687
 LW2687:                Primary Azimuth Mark                     Grid Az
 LW2687:SPC RI       -  E PROVIDENCE BOLD PT RAD TWR             030 16 22.8
 LW2687:UTM  19      -  E PROVIDENCE BOLD PT RAD TWR             031 56 24.8
 LW2687
 LW2687|---------------------------------------------------------------------|
 LW2687| PID    Reference Object                     Distance      Geod. Az  |
 LW2687|                                                           dddmmss.s |
 LW2687| LW2667 E PROVIDENCE BOLD PT RAD TWR        APPROX. 0.6 KM 0302034.6 |
 LW2687| LW2711 E PROVIDENCE SEEKONK R N TOWER      APPROX. 0.8 KM 0373931.2 |
 LW2687| LW2713 PROVIDENCE RADIO STA WRIB TWR       APPROX. 1.4 KM 0374457.6 |
 LW2687| LW2705 E PROVIDENCE SEEKONK R S TOWER      APPROX. 0.7 KM 0451502.7 |
 LW2687| CB8667 WILKES RM 1                          27.750 METERS 10959     |
 LW2687| LW2691 KETTLE POINT 1863                   APPROX. 2.2 KM 1383921.2 |
 LW2687| LW2692 PROVIDENCE SEWAGE DISPOSAL STK      APPROX. 1.8 KM 1674700.8 |
 LW2687| LW2702 PROVIDENCE GAS CO STACK             APPROX. 1.4 KM 1745838.8 |
 LW2687| LW2708 PROVIDENCE NARRAG ELEC BR STK       APPROX. 1.0 KM 3052513.9 |
 LW2687| LW2707 PROVIDENCE RIVER W TRANS TWR        APPROX. 0.9 KM 3063153.5 |
 LW2687| LW2712 PROVIDENCE NARRAG ELEC BLK STK      APPROX. 1.2 KM 3090408.8 |
 LW2687| LW2673 PROVIDENCE NARRAG ELEC N STACK      APPROX. 1.3 KM 3153055.0 |
 LW2687| LW2706 PROVIDENCE RIVER E TRANS TWR        APPROX. 0.7 KM 3194518.5 |
 LW2687| LW2714 PROVIDENCE SUPREME COURT BLDG       APPROX. 1.9 KM 3282547.5 |
 LW2687| LW2715 PROVIDENCE BROWN UNIV STACK         APPROX. 1.8 KM 3411910.7 |
 LW2687| LW2660 PROVIDENCE HOPE ST HS TOWER         APPROX. 2.7 KM 3474242.6 |
 LW2687|---------------------------------------------------------------------|
 LW2687
 LW2687                          SUPERSEDED SURVEY CONTROL
 LW2687
 LW2687  NAD 83(1996)-  41 48 39.86092(N)    071 23 42.36335(W) AD(       ) 3
 LW2687  NAD 83(1992)-  41 48 39.85967(N)    071 23 42.36260(W) AD(       ) 3
 LW2687  NAD 83(1992)-  41 48 39.85948(N)    071 23 42.36263(W) AD(       ) 3
 LW2687  NAD 83(1986)-  41 48 39.85901(N)    071 23 42.36215(W) AD(       ) 3
 LW2687  NAD 27      -  41 48 39.52600(N)    071 23 44.21600(W) AD(       ) 3
 LW2687
 LW2687.Superseded values are not recommended for survey control.
 LW2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2687.See file dsdata.txt to determine how the superseded data were derived.
 LW2687
 LW2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0105131573(NAD 83)
 LW2687
 LW2687  HISTORY     - Date     Condition        Report By
 LW2687  HISTORY     - 1956     MONUMENTED       CGS
 LW2687
 LW2687                          STATION DESCRIPTION
 LW2687
 LW2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2687'STATION IS LOCATED ON THE EAST SHORE OF PROVIDENCE RIVER,
 LW2687'APPROXIMATELY 0.3 MILE SOUTH OF BOLD POINT, AT THE ESSO PIER.  IT
 LW2687'IS ON A DETACHED MOORING PLATFORM OF CONCRETE ON PILING JUST OFF
 LW2687'THE NORTHWEST CORNER OF THE PIER PROPER.
 LW2687'
 LW2687'THE STATION IS MARKED BY A STANDARD DISK STAMPED WILKES 1956 SET
 LW2687'IN A DRILL HOLE FLUSH WITH THE CONCRETE DECK OF THE MOORING
 LW2687'PLATFORM.  IT IS 7.2 FT. EAST OF THE WEST EDGE AND 5.8 FT. NORTH
 LW2687'OF THE SOUTH EDGE.
 LW2687'
 LW2687'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WILKES NO 1 1956
 LW2687'AND SET IN A DRILL IN THE NORTHWEST CORNER OF THE CONCRETE BASE
 LW2687'OF A STELL BOLLARD ON THE OUTER END OF THE FILLED SECTION OF THE
 LW2687'PIER WHICH HAD NOT BEEN WASHED AWAY BY EROSION.
 LW2687'
 LW2687'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2694 ***********************************************************************
 LW2694  DESIGNATION -  WIND
 LW2694  PID         -  LW2694
 LW2694  STATE/COUNTY-  RI/PROVIDENCE
 LW2694  USGS QUAD   -  PROVIDENCE (1975)
 LW2694
 LW2694                         *CURRENT SURVEY CONTROL
 LW2694  ___________________________________________________________________
 LW2694* NAD 83(1996)-  41 51 26.28334(N)    071 25 02.94087(W)     ADJUSTED  
 LW2694* NAVD 88     -        57.6    (meters)     189.     (feet)  VERTCON   
 LW2694  ___________________________________________________________________
 LW2694  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LW2694  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LW2694
 LW2694  HORZ ORDER  -  FIRST
 LW2694
 LW2694.The horizontal coordinates were established by classical geodetic methods
 LW2694.and adjusted by the National Geodetic Survey in August 1998..
 LW2694
 LW2694.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW2694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW2694
 LW2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2694
 LW2694.The geoid height was determined by GEOID03.
 LW2694
 LW2694;                    North         East     Units Scale Factor Converg.
 LW2694;SPC RI       -    85,961.927   106,851.759   MT  0.99999433   +0 03 18.2
 LW2694;SPC RI       -   282,026.76    350,562.81   sFT  0.99999433   +0 03 18.2
 LW2694;SPC MA M     -   845,223.120   206,851.680   MT  0.99998240   +0 03 19.5
 LW2694;SPC MA M     - 2,773,036.19    678,645.89   sFT  0.99998240   +0 03 19.5
 LW2694;UTM  19      - 4,636,758.387   299,336.448   MT  1.00009551   -1 36 49.2
 LW2694
 LW2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2694!SPC RI       -   0.99999559  x   0.99999433  =   0.99998992
 LW2694!SPC MA M     -   0.99999559  x   0.99998240  =   0.99997799
 LW2694!UTM  19      -   0.99999559  x   1.00009551  =   1.00009110
 LW2694
 LW2694|---------------------------------------------------------------------|
 LW2694| PID    Reference Object                     Distance      Geod. Az  |
 LW2694|                                                           dddmmss.s |
 LW2694| CB8668 WIND RM 1                             8.187 METERS 04817     |
 LW2694| LW2674 PROVIDENCE HOLY NAME JESUS CH       APPROX. 2.2 KM 1474553.4 |
 LW2694| LW2660 PROVIDENCE HOPE ST HS TOWER         APPROX. 2.8 KM 1523519.5 |
 LW2694| LW2665 PROVIDENCE FIRST CH CHRIST SCI      APPROX. 3.3 KM 1611859.9 |
 LW2694| LW2676 PROVIDENCE UNITARIAN CH SPIRE       APPROX. 3.8 KM 1641531.9 |
 LW2694| LW2661 PROVIDENCE ST PATRICKS CATH CH      APPROX. 2.8 KM 1740017.9 |
 LW2694| LW2659 PROVIDENCE STATE CAPITOL DOME       APPROX. 2.9 KM 1755251.4 |
 LW2694| CB8669 WIND RM 2                             5.453 METERS 32442     |
 LW2694|---------------------------------------------------------------------|
 LW2694
 LW2694                          SUPERSEDED SURVEY CONTROL
 LW2694
 LW2694  NAD 83(1996)-  41 51 26.28319(N)    071 25 02.94086(W) AD(       ) 1
 LW2694  NAD 83(1992)-  41 51 26.28189(N)    071 25 02.94005(W) AD(       ) 1
 LW2694  NAD 83(1992)-  41 51 26.28175(N)    071 25 02.94006(W) AD(       ) 1
 LW2694  NAD 83(1986)-  41 51 26.28040(N)    071 25 02.93924(W) AD(       ) 1
 LW2694  NAD 27      -  41 51 25.92189(N)    071 25 04.73077(W) AD(       ) 1
 LW2694  NGVD 29 (07/19/86)   57.8    (m)          190.     (f) VERT ANG       
 LW2694
 LW2694.Superseded values are not recommended for survey control.
 LW2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2694.See file dsdata.txt to determine how the superseded data were derived.
 LW2694
 LW2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9933636758(NAD 83)
 LW2694_MARKER: DD = SURVEY DISK
 LW2694_SETTING: 66 = SET IN ROCK OUTCROP
 LW2694_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW2694_STAMPING: WIND 1968
 LW2694_MARK LOGO: CGS   
 LW2694_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LW2694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW2694+STABILITY: POSITION/ELEVATION WELL
 LW2694
 LW2694  HISTORY     - Date     Condition        Report By
 LW2694  HISTORY     - 1968     MONUMENTED       CGS
 LW2694  HISTORY     - 1968     GOOD             CGS
 LW2694  HISTORY     - 19791017 GOOD             MAGS
 LW2694  HISTORY     - 19811103 GOOD             MAGS
 LW2694  HISTORY     - 1986     GOOD             RIGS
 LW2694  HISTORY     - 1987     GOOD             RIGS
 LW2694
 LW2694                          STATION DESCRIPTION
 LW2694
 LW2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW2694'STATION IS LOCATED ON A PROMINENT LOCAL HILL KNOWN AS WINDMILL
 LW2694'HILL ABOUT 2-1/2 MILES SOUTHWEST OF CENTER OF DOWNTOWN PAWTUCKET, 2
 LW2694'MILES NORTH OF CENTER OF DOWNTOWN PROVIDENCE, JUST EAST OF WINDMILL
 LW2694'STREET, JUST WEST OF A HIGH ROCKY CLIFF THAT WAS FORMED BY AN OLD
 LW2694'QUARRY AND ON PROPERTY PROBABLY OWNED BY THE STATE.
 LW2694'
 LW2694'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 146 IN THE
 LW2694'NORTH EDGE OF PROVIDENCE, GO EAST ON HIGHWAY 15 FOR 0.3 MILE TO A
 LW2694'TRAFFIC LIGHT AT CHARLES STREET.  TURN RIGHT AND GO SOUTH ON
 LW2694'CHARLES STREET FOR 1.0 MILE TO THE JUNCTION OF PAUL STREET.  TURN
 LW2694'LEFT AND GO EAST ON PAUL STREET FOR 0.15 MILE TO THE JUNCTION OF
 LW2694'WINDMILL STREET.  TURN LEFT AND GO NORTHERLY ON WINDMILL STREET
 LW2694'FOR 0.2 MILE TO THE SUMMIT OF HILL AND STATION ON RIGHT AS
 LW2694'DESCRIBED.
 LW2694'
 LW2694'ALL MARKS ARE STANDARD DISKS.
 LW2694'
 LW2694'STATION MARK, STAMPED WIND 1968 IS CEMENTED IN A DRILL HOLE IN A
 LW2694'BEDROCK FORMATION WHICH PROJECTS 3 INCHES AND IS 2 BY 4 FOOT IN
 LW2694'SIZE.  IT IS 150 FEET NORTHEAST OF THE JUNCTION OF JASPER AND
 LW2694'WINDMILL STREETS, 113 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE
 LW2694'NUMBER 139, 55 FEET NORTHEAST OF POWER POLE NUMBER 12, 41 FEET
 LW2694'EAST OF THE EAST CURB OF WINDMILL STREET AND 2 FEET NORTH OF A
 LW2694'METAL WITNESS POST.
 LW2694'
 LW2694'RM 1, STAMPED WIND NO 1 1968 IS CEMENTED IN A DRILL HOLE IN A
 LW2694'BEDROCK FORMATION WHICH IS FLUSH WITH THE GROUND SURFACE AND IS
 LW2694'1 BY 2 FOOT IN SIZE.  IT IS 54 FEET EAST OF THE EAST CURB OF
 LW2694'WINDMILL STREET, 28.2 FEET NORTHWEST OF A METAL WITNESS POST
 LW2694'AND 4 FEET WEST OF THE CLIFF EMBANKMENT.
 LW2694'
 LW2694'RM 2, STAMPED WIND NO 2 1968 IS CEMENTED IN A DRILL HOLE IN A
 LW2694'BEDROCK FORMATION WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 LW2694'54 FEET NORTHEAST OF POWER POLE NUMBER 12, 25 FEET EAST OF THE
 LW2694'EAST CURB OF WINDMILL STREET AND 19.7 FEET NORTHWEST OF A METAL
 LW2694'WITNESS POST.
 LW2694'
 LW2694'PROVIDENCE RHODE ISLAND STATE CAPITOL DOME 1912 MAY BE USED
 LW2694'AS AN AZIMUTH.
 LW2694'
 LW2694'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 LW2694
 LW2694                          STATION RECOVERY (1968)
 LW2694
 LW2694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LW2694'RECOVERED IN GOOD CONDITION.
 LW2694
 LW2694                          STATION RECOVERY (1979)
 LW2694
 LW2694'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1979
 LW2694'RECOVERED IN GOOD CONDITION.
 LW2694
 LW2694                          STATION RECOVERY (1981)
 LW2694
 LW2694'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1981
 LW2694'RECOVERED IN GOOD CONDITION.
 LW2694
 LW2694                          STATION RECOVERY (1986)
 LW2694
 LW2694'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986 (RJP)
 LW2694'THE STATION WAS RECOVERED AT THIS DATE.
 LW2694'
 LW2694'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW2694
 LW2694                          STATION RECOVERY (1987)
 LW2694
 LW2694'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW2694'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW2694'
 LW2694'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2339 ***********************************************************************
 LW2339  DESIGNATION -  WINDMILL
 LW2339  PID         -  LW2339
 LW2339  STATE/COUNTY-  RI/KENT
 LW2339  USGS QUAD   -  BRISTOL (1975)
 LW2339
 LW2339                         *CURRENT SURVEY CONTROL
 LW2339  ___________________________________________________________________
 LW2339* NAD 83(1996)-  41 40 27.39196(N)    071 22 26.77094(W)     ADJUSTED  
 LW2339* NAVD 88     -                                                        
 LW2339  ___________________________________________________________________
 LW2339  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 LW2339  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW2339
 LW2339  HORZ ORDER  -  THIRD
 LW2339
 LW2339.The horizontal coordinates were established by classical geodetic methods
 LW2339.and adjusted by the National Geodetic Survey in August 1998..
 LW2339
 LW2339
 LW2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2339
 LW2339.The geoid height was determined by GEOID03.
 LW2339
 LW2339;                    North         East     Units Scale Factor Converg.
 LW2339;SPC RI       -    65,638.022   110,483.619   MT  0.99999510   +0 05 01.4
 LW2339;SPC RI       -   215,347.41    362,478.34   sFT  0.99999510   +0 05 01.4
 LW2339;UTM  19      - 4,616,335.591   302,376.270   MT  1.00008063   -1 34 44.5
 LW2339
 LW2339                          SUPERSEDED SURVEY CONTROL
 LW2339
 LW2339  NAD 83(1996)-  41 40 27.39164(N)    071 22 26.77086(W) AD(       ) 4
 LW2339  NAD 83(1992)-  41 40 27.39035(N)    071 22 26.76996(W) AD(       ) 4
 LW2339  NAD 83(1992)-  41 40 27.38980(N)    071 22 26.76992(W) AD(       ) 4
 LW2339  NAD 83(1986)-  41 40 27.39010(N)    071 22 26.76898(W) AD(       ) 4
 LW2339  NAD 27      -  41 40 27.04000(N)    071 22 28.63000(W) AD(       ) 3
 LW2339
 LW2339.Superseded values are not recommended for survey control.
 LW2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2339.See file dsdata.txt to determine how the superseded data were derived.
 LW2339
 LW2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0237616336(NAD 83)
 LW2339
 LW2339  HISTORY     - Date     Condition        Report By
 LW2339  HISTORY     - 1913     MONUMENTED       CGS
 LW2339  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2339  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2339
 LW2339                          STATION DESCRIPTION
 LW2339
 LW2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 LW2339'ON THE EASTERN SIDE OF WARWICK NECK, NARRAGANSETT BAY, ABOUT
 LW2339'1/2 MILE ABOVE WARWICK LIGHTHOUSE AND 100 METERS ABOVE SAND POINT.
 LW2339
 LW2339                          STATION RECOVERY (1935)
 LW2339
 LW2339'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2339'A WINDMILL, KNOWN AS THE PERKINS WINDMILL, STANDS ABOUT 3 YARDS
 LW2339'N OF A BARBERRY HEDGE ON LAND OF GEORGE L. TILLINGHAST OF THE
 LW2339'L.H. TILLINGHAST SUPPLY CO. OF PROVIDENCE.  IT IS ABOUT 16 YARDS
 LW2339'W OF HIS SEA WALL.  THE TILLINGHAST PROPERTY IS ON THE S SIDE
 LW2339'OF ARLINGTON AVENUE, FRONTING THE BAY.  ON THE S OF THE ABOVE
 LW2339'MENTIONED BARBERRY HEDGE IS THE PROPERTY OF GEORGE B. CHAMPLIN
 LW2339'OF PROVIDENCE.  THE WINDMILL IS NO LONGER IN USE, BUT IS STILL
 LW2339'USABLE AS AN INTERSECTION STATION.
 LW2339
 LW2339                          STATION RECOVERY (1956)
 LW2339
 LW2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2339'STATION DESTROYED.  ACCORDING TO P.J. FLEURANT, THE PRESENT
 LW2339'OWNER OF THIS PROPERTY, THE REMAINS OF THE WINDMILL WERE RAZED
 LW2339'SEVERAL YEARS AGO AND NO EVIDENCE OF ITS ORIGINAL LOCATION
 LW2339'COULD BE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2940 ***********************************************************************
 LW2940  DESIGNATION -  WINDMILL
 LW2940  PID         -  LW2940
 LW2940  STATE/COUNTY-  RI/WASHINGTON
 LW2940  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW2940
 LW2940                         *CURRENT SURVEY CONTROL
 LW2940  ___________________________________________________________________
 LW2940* NAD 83(1996)-  41 27 48.18776(N)    071 25 54.24996(W)     ADJUSTED  
 LW2940* NAVD 88     -                                                        
 LW2940  ___________________________________________________________________
 LW2940  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LW2940  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LW2940
 LW2940  HORZ ORDER  -  THIRD
 LW2940
 LW2940.The horizontal coordinates were established by classical geodetic methods
 LW2940.and adjusted by the National Geodetic Survey in August 1998..
 LW2940
 LW2940
 LW2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2940
 LW2940.The geoid height was determined by GEOID03.
 LW2940
 LW2940;                    North         East     Units Scale Factor Converg.
 LW2940;SPC RI       -    42,210.273   105,702.948   MT  0.99999415   +0 02 42.7
 LW2940;SPC RI       -   138,484.87    346,793.76   sFT  0.99999415   +0 02 42.7
 LW2940;UTM  19      - 4,593,053.782   296,918.672   MT  1.00010757   -1 36 38.5
 LW2940
 LW2940                          SUPERSEDED SURVEY CONTROL
 LW2940
 LW2940  NAD 83(1996)-  41 27 48.18708(N)    071 25 54.24912(W) AD(       ) 4
 LW2940  NAD 83(1992)-  41 27 48.18627(N)    071 25 54.24927(W) AD(       ) 4
 LW2940  NAD 83(1992)-  41 27 48.18550(N)    071 25 54.24909(W) AD(       ) 4
 LW2940  NAD 83(1986)-  41 27 48.18584(N)    071 25 54.24664(W) AD(       ) 4
 LW2940  NAD 27      -  41 27 47.81000(N)    071 25 56.06000(W) AD(       ) 3
 LW2940
 LW2940.Superseded values are not recommended for survey control.
 LW2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2940.See file dsdata.txt to determine how the superseded data were derived.
 LW2940
 LW2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF9691993054(NAD 83)
 LW2940_MARKER: 66 = WINDMILL
 LW2940
 LW2940  HISTORY     - Date     Condition        Report By
 LW2940  HISTORY     - 1912     FIRST OBSERVED   CGS
 LW2940  HISTORY     - 1934     GOOD             RIGS
 LW2940  HISTORY     - 1956     GOOD             CGS
 LW2940  HISTORY     - 1988     POOR             USPSQD
 LW2940  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LW2940
 LW2940                          STATION DESCRIPTION
 LW2940
 LW2940'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW2940'THIS PROBABLY REFERS TO THE WINDMILL ON THE WM. P. JENCKS PLACE,
 LW2940'AS IT IS THE ONLY WINDMILL IN THE VICINITY, AND THE ONLY ONE THAT
 LW2940'I WAS ABLE TO ASCERTAIN HAD EVER BEEN LOCATED THEREABOUTS.
 LW2940'
 LW2940'THE HOUSING OR TOWER IS INTACT BUT THE WINDWHEEL IS GONE.
 LW2940
 LW2940                          STATION RECOVERY (1956)
 LW2940
 LW2940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2940'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 RECOVERY
 LW2940'NOTE IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 LW2940'
 LW2940'IT IS ON THE E SIDE OF U.S. HIGHWAY 1, 1.2 MI. S OF ITS
 LW2940'INTERSECTION WITH BONNET SHORES ROAD, ON LAND BELONGING TO THE
 LW2940'NEEDWOOD APARTMENTS.
 LW2940
 LW2940                          STATION RECOVERY (1988)
 LW2940
 LW2940'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LW2940'MARK RECOVERED IN POOR CONDITION.
 LW2940
 LW2940                          STATION RECOVERY (2004)
 LW2940
 LW2940'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW2940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3127 ***********************************************************************
 LW3127  DESIGNATION -  WINDMILL
 LW3127  PID         -  LW3127
 LW3127  STATE/COUNTY-  RI/WASHINGTON
 LW3127  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3127
 LW3127                         *CURRENT SURVEY CONTROL
 LW3127  ___________________________________________________________________
 LW3127* NAD 83(1996)-  41 09 28.30330(N)    071 34 02.78266(W)     ADJUSTED  
 LW3127* NAVD 88     -                                                        
 LW3127  ___________________________________________________________________
 LW3127  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 LW3127  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW3127
 LW3127  HORZ ORDER  -  THIRD
 LW3127
 LW3127.The horizontal coordinates were established by classical geodetic methods
 LW3127.and adjusted by the National Geodetic Survey in August 1998..
 LW3127
 LW3127
 LW3127.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3127
 LW3127.The geoid height was determined by GEOID03.
 LW3127
 LW3127;                    North         East     Units Scale Factor Converg.
 LW3127;SPC RI       -     8,279.017    94,339.549   MT  0.99999414   -0 02 39.8
 LW3127;SPC RI       -    27,162.07    309,512.34   sFT  0.99999414   -0 02 39.8
 LW3127;UTM  19      - 4,559,459.121   284,580.622   MT  1.00017116   -1 41 25.3
 LW3127
 LW3127                          SUPERSEDED SURVEY CONTROL
 LW3127
 LW3127  NAD 83(1996)-  41 09 28.30148(N)    071 34 02.78133(W) AD(       ) 4
 LW3127  NAD 83(1992)-  41 09 28.30134(N)    071 34 02.78140(W) AD(       ) 4
 LW3127  NAD 83(1992)-  41 09 28.30014(N)    071 34 02.78212(W) AD(       ) 4
 LW3127  NAD 83(1986)-  41 09 28.29800(N)    071 34 02.78004(W) AD(       ) 4
 LW3127  NAD 27      -  41 09 27.93000(N)    071 34 04.57700(W) AD(       ) 3
 LW3127
 LW3127.Superseded values are not recommended for survey control.
 LW3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3127.See file dsdata.txt to determine how the superseded data were derived.
 LW3127
 LW3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8458159459(NAD 83)
 LW3127_MARKER: 66 = WINDMILL
 LW3127
 LW3127  HISTORY     - Date     Condition        Report By
 LW3127  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3127
 LW3127                          STATION DESCRIPTION
 LW3127
 LW3127'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2160 ***********************************************************************
 LW2160  DESIGNATION -  WINDMILL 2 1869
 LW2160  PID         -  LW2160
 LW2160  STATE/COUNTY-  RI/NEWPORT
 LW2160  USGS QUAD   -  TIVERTON (1975)
 LW2160
 LW2160                         *CURRENT SURVEY CONTROL
 LW2160  ___________________________________________________________________
 LW2160* NAD 83(1996)-  41 32 33.46213(N)    071 11 48.78911(W)     ADJUSTED  
 LW2160* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 LW2160  ___________________________________________________________________
 LW2160  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW2160  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW2160
 LW2160  HORZ ORDER  -  SECOND
 LW2160
 LW2160.The horizontal coordinates were established by classical geodetic methods
 LW2160.and adjusted by the National Geodetic Survey in August 1998..
 LW2160
 LW2160.The orthometric height was scaled from a topographic map.
 LW2160
 LW2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2160
 LW2160.The geoid height was determined by GEOID03.
 LW2160
 LW2160;                    North         East     Units Scale Factor Converg.
 LW2160;SPC RI       -    51,053.339   125,292.122   MT  1.00000162   +0 12 03.7
 LW2160;SPC RI       -   167,497.50    411,062.57   sFT  1.00000162   +0 12 03.7
 LW2160;SPC MA M     -   810,314.735   225,292.972   MT  1.00003002   +0 12 13.0
 LW2160;SPC MA M     - 2,658,507.59    739,148.69   sFT  1.00003002   +0 12 13.0
 LW2160;UTM  19      - 4,601,327.183   316,756.619   MT  1.00001323   -1 27 26.4
 LW2160
 LW2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2160!SPC RI       -   0.99999812  x   1.00000162  =   0.99999974
 LW2160!SPC MA M     -   0.99999812  x   1.00003002  =   1.00002814
 LW2160!UTM  19      -   0.99999812  x   1.00001323  =   1.00001135
 LW2160
 LW2160:                Primary Azimuth Mark                     Grid Az
 LW2160:SPC RI       -  CORNELL                                  021 50 42.9
 LW2160:SPC MA M     -  CORNELL                                  021 50 33.6
 LW2160:UTM  19      -  CORNELL                                  023 30 13.0
 LW2160
 LW2160|---------------------------------------------------------------------|
 LW2160| PID    Reference Object                     Distance      Geod. Az  |
 LW2160|                                                           dddmmss.s |
 LW2160| LW2189 CORNELL                             APPROX. 9.5 KM 0220246.6 |
 LW2160| LW2452 QUAKER 1836                         APPROX. 6.5 KM 3123941.6 |
 LW2160|---------------------------------------------------------------------|
 LW2160
 LW2160                          SUPERSEDED SURVEY CONTROL
 LW2160
 LW2160  NAD 83(1996)-  41 32 33.46197(N)    071 11 48.78878(W) AD(       ) 2
 LW2160  NAD 83(1992)-  41 32 33.46024(N)    071 11 48.78829(W) AD(       ) 2
 LW2160  NAD 83(1992)-  41 32 33.46002(N)    071 11 48.78812(W) AD(       ) 2
 LW2160  NAD 83(1986)-  41 32 33.46038(N)    071 11 48.78667(W) AD(       ) 2
 LW2160  NAD 27      -  41 32 33.00300(N)    071 11 50.62700(W) AD(       ) 2
 LW2160
 LW2160.Superseded values are not recommended for survey control.
 LW2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2160.See file dsdata.txt to determine how the superseded data were derived.
 LW2160
 LW2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1675701327(NAD 83)
 LW2160
 LW2160  HISTORY     - Date     Condition        Report By
 LW2160  HISTORY     - 1869     MONUMENTED       COASUR
 LW2160  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2160
 LW2160                          STATION DESCRIPTION
 LW2160
 LW2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2160'STATION REPORTED DESTROYED IN 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0512 ***********************************************************************
 LW0512  DESIGNATION -  WINDMILL 3
 LW0512  PID         -  LW0512
 LW0512  STATE/COUNTY-  RI/NEWPORT
 LW0512  USGS QUAD   -  TIVERTON (1975)
 LW0512
 LW0512                         *CURRENT SURVEY CONTROL
 LW0512  ___________________________________________________________________
 LW0512* NAD 83(1996)-  41 32 33.45193(N)    071 11 48.74241(W)     ADJUSTED  
 LW0512* NAVD 88     -        42.013  (meters)     137.84   (feet)  ADJUSTED  
 LW0512  ___________________________________________________________________
 LW0512  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LW0512  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW0512  DYNAMIC HT  -          41.999 (meters)     137.79  (feet)  COMP
 LW0512  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 LW0512
 LW0512  HORZ ORDER  -  FIRST
 LW0512  VERT ORDER  -  SECOND    CLASS 0
 LW0512
 LW0512.The horizontal coordinates were established by classical geodetic methods
 LW0512.and adjusted by the National Geodetic Survey in August 1998..
 LW0512
 LW0512.The orthometric height was determined by differential leveling
 LW0512.and adjusted by the National Geodetic Survey in June 1991..
 LW0512
 LW0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0512
 LW0512.The geoid height was determined by GEOID03.
 LW0512
 LW0512.The dynamic height is computed by dividing the NAVD 88
 LW0512.geopotential number by the normal gravity value computed on the
 LW0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0512.degrees latitude (g = 980.6199 gals.).
 LW0512
 LW0512.The modeled gravity was interpolated from observed gravity values.
 LW0512
 LW0512;                    North         East     Units Scale Factor Converg.
 LW0512;SPC RI       -    51,053.028   125,293.205   MT  1.00000162   +0 12 03.7
 LW0512;SPC RI       -   167,496.48    411,066.12   sFT  1.00000162   +0 12 03.7
 LW0512;SPC MA M     -   810,314.424   225,294.055   MT  1.00003002   +0 12 13.0
 LW0512;SPC MA M     - 2,658,506.57    739,152.25   sFT  1.00003002   +0 12 13.0
 LW0512;UTM  19      - 4,601,326.841   316,757.693   MT  1.00001323   -1 27 26.4
 LW0512
 LW0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0512!SPC RI       -   0.99999808  x   1.00000162  =   0.99999970
 LW0512!SPC MA M     -   0.99999808  x   1.00003002  =   1.00002810
 LW0512!UTM  19      -   0.99999808  x   1.00001323  =   1.00001131
 LW0512
 LW0512:                Primary Azimuth Mark                     Grid Az
 LW0512:SPC RI       -  TIVERTON TV STATION WTEV MAST            005 52 26.1
 LW0512:SPC MA M     -  TIVERTON TV STATION WTEV MAST            005 52 16.8
 LW0512:UTM  19      -  TIVERTON TV STATION WTEV MAST            007 31 56.2
 LW0512
 LW0512|---------------------------------------------------------------------|
 LW0512| PID    Reference Object                     Distance      Geod. Az  |
 LW0512|                                                           dddmmss.s |
 LW0512| LW2182 TIVERTON TV STATION WTEV MAST       APPROX. 6.1 KM 0060429.8 |
 LW0512| LW0511 WINDMILL 3 RM 3                      27.533 METERS 02505     |
 LW0512| LW0513 WINDMILL 3 RM 2                      23.513 METERS 17936     |
 LW0512| LW0514 WINDMILL 3 RM 4                      87.237 METERS 18949     |
 LW0512| LW2383 S PORTSMOUTH NEWPORT STANDPIPE      APPROX. 5.8 KM 2680541.4 |
 LW0512|---------------------------------------------------------------------|
 LW0512
 LW0512                          SUPERSEDED SURVEY CONTROL
 LW0512
 LW0512  NAD 83(1996)-  41 32 33.45178(N)    071 11 48.74215(W) AD(       ) 1
 LW0512  NAD 83(1992)-  41 32 33.45006(N)    071 11 48.74162(W) AD(       ) 1
 LW0512  NAD 83(1992)-  41 32 33.44982(N)    071 11 48.74144(W) AD(       ) 1
 LW0512  NAD 83(1986)-  41 32 33.45022(N)    071 11 48.73970(W) AD(       ) 1
 LW0512  NAD 27      -  41 32 33.07991(N)    071 11 50.57072(W) AD(       ) 1
 LW0512  NGVD 29 (??/??/92)   42.246  (m)          138.60   (f) ADJ UNCH    2 0
 LW0512
 LW0512.Superseded values are not recommended for survey control.
 LW0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0512.See file dsdata.txt to determine how the superseded data were derived.
 LW0512
 LW0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1675801327(NAD 83)
 LW0512_MARKER: DS = TRIANGULATION STATION DISK
 LW0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0512+STABILITY: SURFACE MOTION
 LW0512
 LW0512  HISTORY     - Date     Condition        Report By
 LW0512  HISTORY     - 1917     MONUMENTED       CGS
 LW0512  HISTORY     - 1934     GOOD             RIGS
 LW0512  HISTORY     - 1934     GOOD             CGS
 LW0512  HISTORY     - 1935     GOOD             RIGS
 LW0512  HISTORY     - 1954     GOOD             CGS
 LW0512  HISTORY     - 1962     GOOD             CGS
 LW0512  HISTORY     - 1968     GOOD             CGS
 LW0512  HISTORY     - 1969     GOOD             NGS
 LW0512  HISTORY     - 20050808 MARK NOT FOUND   USPSQD
 LW0512
 LW0512                          STATION DESCRIPTION
 LW0512
 LW0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 LW0512'STATION IS ON THE HILL OF THAT NAME ON THE E SIDE OF THE
 LW0512'SAKONNET RIVER, ABOUT 1/2 MILE FROM THE SHORE AND THE MOUTH OF
 LW0512'NONQUIT POND, 2 MILES SSW FROM TIVERTON FOUR CORNERS, AND 2-1/2
 LW0512'MILES NW FROM LITTLE COMPTON.  STATION MARK IS A STANDARD BRASS
 LW0512'DISK CEMENTED IN THE TOP OF A 4-INCH SEWER PIPE WHICH PASSES
 LW0512'THROUGH THE STONE CONE FORMING THE ORIGINAL SURFACE MARK AND IS
 LW0512'SURROUNDED BY A MASS OF CEMENT AND GRAVEL.  IT IS 73 METERS
 LW0512'(240 FEET) S OF A STONE FENCE, 89 METERS (292 FEET) N OF A
 LW0512'CEMETERY FENCE, AND 6.1 METERS (20.0 FEET) W OF THE STONE
 LW0512'FENCE ALONG THE ROAD TO TIVERTON FOUR CORNERS.  A STANDARD
 LW0512'REFERENCE DISK, CEMENTED IN THE TOP OF A PIECE OF 4-INCH
 LW0512'SEWER PIPE, IS 5.72 METERS (18.77 FEET) E OF THE STATION AND
 LW0512'CLOSE TO THE ROAD FENCE.  THE LAND BELONGS TO HARRY ALMY AND
 LW0512'IS RENTED BY TONY ALMEDA, WHOSE HOUSE IS BETWEEN THE
 LW0512'STATION AND THE SAKONNET RIVER.
 LW0512
 LW0512                          STATION RECOVERY (1934)
 LW0512
 LW0512'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1934
 LW0512'STATION IS ON THE HIGHEST PART OF WINDMILL HILL, AND IS REACHED
 LW0512'BY THE OLD ROAD WHICH GOES OVER THE HILL.  STATION AND
 LW0512'REFERENCE MARKS FOUND AS DESCRIBED.  STATION IS IN EXCELLENT
 LW0512'CONDITION.
 LW0512
 LW0512                          STATION RECOVERY (1934)
 LW0512
 LW0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LW0512'STATION IS LOCATED ON THE HILL OF THAT NAME ON THE E SIDE OF
 LW0512'THE SAKONNET RIVER, ABOUT 1/2 MILE FROM THE SHORE AND THE MOUTH
 LW0512'OF NONQUIT POND, 2 MILES SSW FROM TIVERTON FOUR CORNERS AND 2
 LW0512'1/2 MILES NW FROM LITTLE COMPTON.  THE MAIN ROAD BETWEEN THESE
 LW0512'TOWNS PASSES AROUND THE FOOT AND TO THE W OF WINDMILL HILL.
 LW0512'
 LW0512'STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN THE TOP OF
 LW0512'A 4-INCH SEWER PIPE WHICH PASSES THROUGH THE STONE CONE FORMING
 LW0512'THE ORIGINAL SURFACE MARK AND IS SURROUNDED BY A MASS OF CEMENT
 LW0512'AND GRAVEL.  IT IS 73 METERS S OF A STONE FENCE, 89 METERS N OF
 LW0512'A CEMETERY FENCE, AND 6.1 METERS W OF THE STONE FENCE ALONG THE
 LW0512'OLD ROAD WHICH PASSES OVER WINDMILL HILL.
 LW0512'
 LW0512'A STANDARD REFERENCE DISK CEMENTED IN THE TOP OF A PIECE OF
 LW0512'4-INCH SEWER PIPE IS 5.72 METERS (18.77 FEET) E OF THE STATION
 LW0512'AND CLOSE TO THE ROAD FENCE.
 LW0512
 LW0512                          STATION RECOVERY (1935)
 LW0512
 LW0512'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW0512'STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION
 LW0512'AND MARKED AS DESCRIBED.  STATION MARK IS ABOUT 2 INCHES BELOW
 LW0512'THE SURFACE AND THE REFERENCE MARK IS ABOUT 2 INCHES ABOVE THE
 LW0512'SURFACE OF THE GROUND.
 LW0512'
 LW0512'THE CEMETERY REFERRED TO, IS THE BURIAL GROUND OF THE ALMY
 LW0512'FAMILY.  THE LAND ON WHICH THE STATION IS LOCATED, NOW BELONGS
 LW0512'TO ANTONE ALMEDA.
 LW0512'
 LW0512'THE ROAD REFERRED TO, IS THE OLD HIGHWAY USED NOW BY LOCAL
 LW0512'TRAFFIC ONLY.  THE NEW SAKONNET POINT ROAD IS ABOUT 1/8 MILE W
 LW0512'OF THE STATION.  IT IS AN UN-NUMBERED ROAD LEADING S FROM
 LW0512'TIVERTON FOUR CORNERS TO SAKONNET POINT.
 LW0512'
 LW0512'STATION IS ABOUT 1/2 MILE S OF THE TOWN LINE BETWEEN LITTLE
 LW0512'COMPTON AND TIVERTON.
 LW0512
 LW0512                          STATION RECOVERY (1954)
 LW0512
 LW0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0512'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  ORIGINAL
 LW0512'DESCRIPTION IS ADEQUATE AND COMPLETE, EXCEPT THE OWNERS NAME
 LW0512'SHOULD BE CHANGED FROM ANTONE ALMEDA, TO JOSEPH AND HELEN ABALLO.
 LW0512
 LW0512                          STATION RECOVERY (1962)
 LW0512
 LW0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LW0512'RECOVERED R.M. AS DESCRIBED, IN EXCELLENT CONDITION.
 LW0512'
 LW0512'STATION IN 1934 WAS SURROUNDED BY A MASS OF CEMENT AND GRAVEL,
 LW0512'BUT TODAY, ITS LOCATION, 5.72 METERS W OF R.M., IS NOW COVERED
 LW0512'BY TOPSOIL AND A LAWN, ON PROPERTY NOW OCCUPIED BY JAMES F. COLE,
 LW0512'WHOSE SMALL COTTAGE IS ABOUT 30 FT. W OF STATION.  COLES
 LW0512'DRIVEWAY IS N OF THE STATION.  POSSIBLE FUTURE OBSERVATIONS
 LW0512'MIGHT REQUIRE A 15 FT. TOWER, TO SEE OVER COLES COTTAGE.
 LW0512'
 LW0512'COLES NEIGHBOR, ABOUT 100 FT. TO THE N SAID HE HAD SEEN THE
 LW0512'STATION, AND THAT HE WAS SURE COLE WOULD NOT MIND MY DIGGING.  I
 LW0512'DIDNT DIG, BUT IM SURE STATION IS IN POSITION.  THERE IS
 LW0512'NO GARDEN HERE, AND I DOUBT THAT THE LAWN WILL BE DISTURBED,
 LW0512'FOR MANY YEARS TO COME.
 LW0512'
 LW0512'I CHECKED DISTANCES N OF THE ALMY CEMETERY FENCE.  AND W OF
 LW0512'STONE FENCE ALONG OLD, OVER-THE-HILL ROAD TO TIVERTON FOUR
 LW0512'CORNERS--6.1 METERS MINUS 5.72 METERS = 0.38 METER (STONE FENCE TO
 LW0512'R.M.)
 LW0512
 LW0512                          STATION RECOVERY (1968)
 LW0512
 LW0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW0512'STATION WAS RECOVERED AND ONLY THE STATION MARK WAS RECOVERED
 LW0512'IN GOOD CONDITION.  THE REFERENCE MARK MENTIONED IN
 LW0512'RECONNAISSANCE WAS FOUND BROKEN OFF AT TIME OF OUR VISIT.
 LW0512'REFERENCE MARKS 2, 3 AND 4 WERE ESTABLISHED AT THIS TIME.  DUE TO
 LW0512'VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW0512'
 LW0512'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF TIVERTON, 2-1/2
 LW0512'MILES NORTHWEST OF LITTLE COMPTON, 1-2/3 MILES SOUTH OF THE
 LW0512'ROAD JUNCTION OF TIVERTON FOUR CORNERS, 1/2 MILE EAST OF THE
 LW0512'SHORE LINE, ON HIGH POINT OF HILL AND ON PROPERTY OWNED BY
 LW0512'MR. JOSEPH ABALLO.
 LW0512'
 LW0512'TO REACH THE STATION FROM THE POST OFFICE IN TIVERTON, GO
 LW0512'SOUTH OF STATE HIGHWAY 77 FOR 1.3 MILES TO THE JUNCTION OF
 LW0512'STATE HIGHWAY 177 ON THE LEFT, CONTINUE SOUTH OF STATE HIGHWAY
 LW0512'77 FOR 3.2 MILES TO THE JUNCTION OF STATE HIGHWAY 179 ON THE
 LW0512'LEFT.  CONTINUE AHEAD SOUTHERLY ON STATE HIGHWAY 77 FOR 0.65
 LW0512'MILE TO A ROAD FORK.  TAKE LEFT FORK (OLD MAIN ROAD) AND
 LW0512'CONTINUE SOUTHERLY FOR 0.65 MILE TO TOP OF GRADE TO THE HOME OF
 LW0512'JAMES F. COLE ON RIGHT AND STATION AS DESCRIBED.
 LW0512'
 LW0512'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 LW0512'
 LW0512'STATION MARK, HAS NO STAMPING, IS SET IN A CONCRETE FILLED
 LW0512'4-INCH TILE, WHICH IS SET 3 INCHES BELOW THE SURFACE OF THE
 LW0512'GROUND.  IT IS 101.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LW0512'THE COLE HOME, 52.5 FEET WEST OF CENTER OF ROAD, 33.5 FEET
 LW0512'SOUTHEAST OF THE SOUTHEAST CORNER OF SMALL SHED AND 28.3 FEET
 LW0512'WEST-SOUTHWEST OF A METAL WITNESS POST.
 LW0512'
 LW0512'RM 2, STAMPED WINDMILL 3 1912 NO 2 1968, PROJECTS 2 INCHES.  IT
 LW0512'IS 50.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A STORAGE
 LW0512'SHED, 33 FEET WEST OF CENTER OF ROAD AND 18 FEET WEST OF POWER
 LW0512'LINE POLE 31.
 LW0512'
 LW0512'RM 3, STAMPED WINDMILL 3 1912 NO 3 1968, IS SET FLUSH.  IT IS
 LW0512'32.5 FEET WEST OF CENTER OF ROAD, 32 FEET SOUTH OF CENTER OF
 LW0512'DRIVEWAY AND 15.2 FEET WEST OF POWER LINE POLE 30.
 LW0512'
 LW0512'RM 4, STAMPED WINDMILL 3 1912 NO 4 1968, IS SET FLUSH.  IT IS
 LW0512'42 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 34
 LW0512'FEET WEST OF CENTER OF ROAD AND 2 FEET EAST OF THE NORTHEAST
 LW0512'CORNER OF ROCK FENCE AROUND GRAVEYARD.
 LW0512'
 LW0512'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 LW0512
 LW0512                          STATION RECOVERY (1969)
 LW0512
 LW0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0512'2.7 MI N FROM LITTLE COMPTON.
 LW0512'ABOUT 2.45 MILES NORTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 LW0512'MEETINGHOUSE LANE AT LITTLE COMPTON, THENCE 0.25 MILE NORTH
 LW0512'ALONG THE OLD HIGHWAY (WINDMILL HILL ROAD), 0.65 MILE SOUTH OF
 LW0512'THE NORTH JUNCTION OF STATE HIGHWAY 77, ON THE PROPERTY OF
 LW0512'JOSEPH ABALLO, 52 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LW0512'33 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL SHED,
 LW0512'101.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE RESIDENCE OF
 LW0512'JAMES COLE, AN UNSTAMPED DISK SET IN THE TOP OF A CONCRETE
 LW0512'POST 3 INCHES BELOW THE LEVEL OF THE GROUND.
 LW0512
 LW0512                          STATION RECOVERY (2005)
 LW0512
 LW0512'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0512'FOUND THE WITNESS POST.  DID NOT GO ON PRIVATE PROPERTY TO SEARCH FOR
 LW0512'LW0512 OR RM2 OR RM3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0513 ***********************************************************************
 LW0513  DESIGNATION -  WINDMILL 3 RM 2
 LW0513  PID         -  LW0513
 LW0513  STATE/COUNTY-  RI/NEWPORT
 LW0513  USGS QUAD   -  TIVERTON (1975)
 LW0513
 LW0513                         *CURRENT SURVEY CONTROL
 LW0513  ___________________________________________________________________
 LW0513* NAD 83(1986)-  41 32 33.     (N)    071 11 48.     (W)     SCALED    
 LW0513* NAVD 88     -        42.054  (meters)     137.97   (feet)  ADJUSTED  
 LW0513  ___________________________________________________________________
 LW0513  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW0513  DYNAMIC HT  -          42.041 (meters)     137.93  (feet)  COMP
 LW0513  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 LW0513
 LW0513  VERT ORDER  -  SECOND    CLASS 0
 LW0513
 LW0513.The horizontal coordinates were scaled from a topographic map and have
 LW0513.an estimated accuracy of +/- 6 seconds.
 LW0513
 LW0513.The orthometric height was determined by differential leveling
 LW0513.and adjusted by the National Geodetic Survey in June 1991..
 LW0513
 LW0513.The geoid height was determined by GEOID03.
 LW0513
 LW0513.The dynamic height is computed by dividing the NAVD 88
 LW0513.geopotential number by the normal gravity value computed on the
 LW0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0513.degrees latitude (g = 980.6199 gals.).
 LW0513
 LW0513.The modeled gravity was interpolated from observed gravity values.
 LW0513
 LW0513;                    North         East    Units  Estimated Accuracy
 LW0513;SPC RI       -    51,040.      125,310.      MT  (+/- 180 meters Scaled)
 LW0513
 LW0513                          SUPERSEDED SURVEY CONTROL
 LW0513
 LW0513  NGVD 29 (??/??/92)   42.288  (m)          138.74   (f) ADJ UNCH    2 0
 LW0513
 LW0513.Superseded values are not recommended for survey control.
 LW0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0513.See file dsdata.txt to determine how the superseded data were derived.
 LW0513
 LW0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG167013(NAD 83)
 LW0513_MARKER: DR = REFERENCE MARK DISK
 LW0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0513_STAMPING: WINDMILL 3 1912 NO 2 1968
 LW0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0513+STABILITY: SURFACE MOTION
 LW0513
 LW0513  HISTORY     - Date     Condition        Report By
 LW0513  HISTORY     - 1968     MONUMENTED       CGS
 LW0513  HISTORY     - 1969     GOOD             NGS
 LW0513
 LW0513                          STATION DESCRIPTION
 LW0513
 LW0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0513'2.7 MI N FROM LITTLE COMPTON.
 LW0513'ABOUT 2.45 MILES NORTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION
 LW0513'OF MEETINGHOUSE LANE AT LITTLE COMPTON, 77.1 FEET SOUTH OF THE
 LW0513'STATION MARK DESCRIBED, 50.2 FEET NORTHEAST OF THE NORTHEAST
 LW0513'CORNER OF A STORAGE BUILDING, 33 FEET WEST OF THE CENTER LINE OF
 LW0513'THE ROAD, 18 FEET WEST OF POWER LINE POLE 31, 163.5 FEET
 LW0513'SOUTH-SOUTHWEST OF RM 3 DESCRIBED AND SET IN THE TOP OF A
 LW0513'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0511 ***********************************************************************
 LW0511  DESIGNATION -  WINDMILL 3 RM 3
 LW0511  PID         -  LW0511
 LW0511  STATE/COUNTY-  RI/NEWPORT
 LW0511  USGS QUAD   -  TIVERTON (1975)
 LW0511
 LW0511                         *CURRENT SURVEY CONTROL
 LW0511  ___________________________________________________________________
 LW0511* NAD 83(1986)-  41 32 33.     (N)    071 11 48.     (W)     SCALED    
 LW0511* NAVD 88     -        42.185  (meters)     138.40   (feet)  ADJUSTED  
 LW0511  ___________________________________________________________________
 LW0511  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW0511  DYNAMIC HT  -          42.171 (meters)     138.36  (feet)  COMP
 LW0511  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 LW0511
 LW0511  VERT ORDER  -  SECOND    CLASS 0
 LW0511
 LW0511.The horizontal coordinates were scaled from a topographic map and have
 LW0511.an estimated accuracy of +/- 6 seconds.
 LW0511
 LW0511.The orthometric height was determined by differential leveling
 LW0511.and adjusted by the National Geodetic Survey in June 1991..
 LW0511
 LW0511.The geoid height was determined by GEOID03.
 LW0511
 LW0511.The dynamic height is computed by dividing the NAVD 88
 LW0511.geopotential number by the normal gravity value computed on the
 LW0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0511.degrees latitude (g = 980.6199 gals.).
 LW0511
 LW0511.The modeled gravity was interpolated from observed gravity values.
 LW0511
 LW0511;                    North         East    Units  Estimated Accuracy
 LW0511;SPC RI       -    51,040.      125,310.      MT  (+/- 180 meters Scaled)
 LW0511
 LW0511                          SUPERSEDED SURVEY CONTROL
 LW0511
 LW0511  NGVD 29 (??/??/92)   42.419  (m)          139.17   (f) ADJ UNCH    2 0
 LW0511
 LW0511.Superseded values are not recommended for survey control.
 LW0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0511.See file dsdata.txt to determine how the superseded data were derived.
 LW0511
 LW0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG167013(NAD 83)
 LW0511_MARKER: DR = REFERENCE MARK DISK
 LW0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0511_STAMPING: WINDMILL 3 1912 NO 3 1968
 LW0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0511+STABILITY: SURFACE MOTION
 LW0511
 LW0511  HISTORY     - Date     Condition        Report By
 LW0511  HISTORY     - 1968     MONUMENTED       CGS
 LW0511  HISTORY     - 1969     GOOD             NGS
 LW0511
 LW0511                          STATION DESCRIPTION
 LW0511
 LW0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0511'2.7 MI N FROM LITTLE COMPTON.
 LW0511'ABOUT 2.45 MILES NORTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION
 LW0511'OF MEETINGHOUSE LANE AT LITTLE COMPTON, THENCE 0.25 MILE NORTH
 LW0511'ALONG THE OLD HIGHWAY (WINDMILL HILL ROAD), 90.3 FEET NORTHEAST
 LW0511'OF THE STATION MARK DESCRIBED, 32 1/2 FEET WEST OF THE CENTER
 LW0511'LINE OF THE ROAD, 32 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY
 LW0511'LEADING TO THE RESIDENCE OF MR. JAMES F. COLE, 15 FEET WEST OF
 LW0511'POWER LINE POLE 30, 1 FOOT WEST OF THE WEST SIDE OF A STONE
 LW0511'FENCE, 163.5 FEET NORTH OF RM 2 DESCRIBED AND SET IN THE TOP
 LW0511'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0514 ***********************************************************************
 LW0514  DESIGNATION -  WINDMILL 3 RM 4
 LW0514  PID         -  LW0514
 LW0514  STATE/COUNTY-  RI/NEWPORT
 LW0514  USGS QUAD   -  TIVERTON (1975)
 LW0514
 LW0514                         *CURRENT SURVEY CONTROL
 LW0514  ___________________________________________________________________
 LW0514* NAD 83(1986)-  41 32 33.     (N)    071 11 48.     (W)     SCALED    
 LW0514* NAVD 88     -        41.125  (meters)     134.92   (feet)  ADJUSTED  
 LW0514  ___________________________________________________________________
 LW0514  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW0514  DYNAMIC HT  -          41.112 (meters)     134.88  (feet)  COMP
 LW0514  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 LW0514
 LW0514  VERT ORDER  -  SECOND    CLASS 0
 LW0514
 LW0514.The horizontal coordinates were scaled from a topographic map and have
 LW0514.an estimated accuracy of +/- 6 seconds.
 LW0514
 LW0514.The orthometric height was determined by differential leveling
 LW0514.and adjusted by the National Geodetic Survey in June 1991..
 LW0514
 LW0514.The geoid height was determined by GEOID03.
 LW0514
 LW0514.The dynamic height is computed by dividing the NAVD 88
 LW0514.geopotential number by the normal gravity value computed on the
 LW0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0514.degrees latitude (g = 980.6199 gals.).
 LW0514
 LW0514.The modeled gravity was interpolated from observed gravity values.
 LW0514
 LW0514;                    North         East    Units  Estimated Accuracy
 LW0514;SPC RI       -    51,040.      125,310.      MT  (+/- 180 meters Scaled)
 LW0514
 LW0514                          SUPERSEDED SURVEY CONTROL
 LW0514
 LW0514  NGVD 29 (??/??/92)   41.359  (m)          135.69   (f) ADJ UNCH    2 0
 LW0514
 LW0514.Superseded values are not recommended for survey control.
 LW0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0514.See file dsdata.txt to determine how the superseded data were derived.
 LW0514
 LW0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG167013(NAD 83)
 LW0514_MARKER: DR = REFERENCE MARK DISK
 LW0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0514_STAMPING: WINDMILL 3 1912 NO 4 1968
 LW0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0514+STABILITY: SURFACE MOTION
 LW0514
 LW0514  HISTORY     - Date     Condition        Report By
 LW0514  HISTORY     - 1968     MONUMENTED       CGS
 LW0514  HISTORY     - 1969     GOOD             NGS
 LW0514  HISTORY     - 20050808 MARK NOT FOUND   USPSQD
 LW0514
 LW0514                          STATION DESCRIPTION
 LW0514
 LW0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0514'2.7 MI N FROM LITTLE COMPTON.
 LW0514'ABOUT 2.45 MILES NORTH ALONG STATE HIGHWAY 77 FROM THE JUNCTION
 LW0514'OF MEETINGHOUSE LANE AT LITTLE COMPTON, THENCE 0.25 MILE NORTH
 LW0514'ALONG THE OLD HIGHWAY (WINDMILL HILL ROAD), AT THE NORTHEAST
 LW0514'CORNER OF THE RHODE ISLAND HISTORICAL CEMETERY NO. 3, 286.2
 LW0514'FEET SOUTH OF THE STATION MARK DESCRIBED, 42 FEET SOUTHEAST OF
 LW0514'THE SOUTHEAST CORNER OF A HOUSE, 34 FEET WEST OF THE CENTER
 LW0514'LINE OF THE ROAD, 2 FEET EAST OF THE NORTHEAST CORNER OF A ROCK
 LW0514'FENCE AROUND THE CEMETERY AND SET IN THE TOP OF A CONCRETE
 LW0514'POST FLUSH WITH THE GROUND.
 LW0514
 LW0514                          STATION RECOVERY (2005)
 LW0514
 LW0514'RECOVERY NOTE BY US POWER SQUADRON 2005 (TLG)
 LW0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2386 ***********************************************************************
 LW2386  DESIGNATION -  WINDMILL D
 LW2386  PID         -  LW2386
 LW2386  STATE/COUNTY-  RI/NEWPORT
 LW2386  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2386
 LW2386                         *CURRENT SURVEY CONTROL
 LW2386  ___________________________________________________________________
 LW2386* NAD 83(1996)-  41 32 59.84632(N)    071 17 32.25996(W)     ADJUSTED  
 LW2386* NAVD 88     -                                                        
 LW2386  ___________________________________________________________________
 LW2386  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 LW2386  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW2386
 LW2386  HORZ ORDER  -  THIRD
 LW2386
 LW2386.The horizontal coordinates were established by classical geodetic methods
 LW2386.and adjusted by the National Geodetic Survey in August 1998..
 LW2386
 LW2386
 LW2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2386
 LW2386.The geoid height was determined by GEOID03.
 LW2386
 LW2386;                    North         East     Units Scale Factor Converg.
 LW2386;SPC RI       -    51,843.785   117,329.181   MT  0.99999744   +0 08 16.0
 LW2386;SPC RI       -   170,090.82    384,937.49   sFT  0.99999744   +0 08 16.0
 LW2386;UTM  19      - 4,602,347.795   308,819.637   MT  1.00004981   -1 31 15.2
 LW2386
 LW2386                          SUPERSEDED SURVEY CONTROL
 LW2386
 LW2386  NAD 83(1996)-  41 32 59.84603(N)    071 17 32.25953(W) AD(       ) 4
 LW2386  NAD 83(1992)-  41 32 59.84465(N)    071 17 32.25918(W) AD(       ) 4
 LW2386  NAD 83(1992)-  41 32 59.84414(N)    071 17 32.25888(W) AD(       ) 4
 LW2386  NAD 83(1986)-  41 32 59.84431(N)    071 17 32.25702(W) AD(       ) 4
 LW2386  NAD 27      -  41 32 59.48200(N)    071 17 34.07600(W) AD(       ) 3
 LW2386
 LW2386.Superseded values are not recommended for survey control.
 LW2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2386.See file dsdata.txt to determine how the superseded data were derived.
 LW2386
 LW2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0882002348(NAD 83)
 LW2386
 LW2386  HISTORY     - Date     Condition        Report By
 LW2386  HISTORY     - 1915     MONUMENTED       CGS
 LW2386  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2386
 LW2386                          STATION DESCRIPTION
 LW2386
 LW2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2386'STATION IS A WINDMILL ON A TOWER ON THE W SIDE OF THE ISLAND OF
 LW2386'RHODE ISLAND, ABOUT 1-1/2 MILES S OF CARRS POINT AND 3/4 MILE
 LW2386'FROM SHORE ON THE W SIDE OF THE NEWPORT-PORTSMOUTH ROAD.
 LW2386
 LW2386                          STATION RECOVERY (1935)
 LW2386
 LW2386'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2386'THIS STRUCTURE IS GONE.
 LW2386'
 LW2386'THE FOUR CONCRETE POSTS ON WHICH IT STOOD REMAIN TO SHOW WHERE
 LW2386'IT WAS FORMERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2405 ***********************************************************************
 LW2405  DESIGNATION -  WINDMILL L
 LW2405  PID         -  LW2405
 LW2405  STATE/COUNTY-  RI/NEWPORT
 LW2405  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW2405
 LW2405                         *CURRENT SURVEY CONTROL
 LW2405  ___________________________________________________________________
 LW2405* NAD 83(1996)-  41 36 00.08263(N)    071 18 49.19832(W)     ADJUSTED  
 LW2405* NAVD 88     -                                                        
 LW2405  ___________________________________________________________________
 LW2405  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LW2405  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW2405
 LW2405  HORZ ORDER  -  THIRD
 LW2405
 LW2405.The horizontal coordinates were established by classical geodetic methods
 LW2405.and adjusted by the National Geodetic Survey in August 1998..
 LW2405
 LW2405
 LW2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2405
 LW2405.The geoid height was determined by GEOID03.
 LW2405
 LW2405;                    North         East     Units Scale Factor Converg.
 LW2405;SPC RI       -    57,400.229   115,534.102   MT  0.99999672   +0 07 25.4
 LW2405;SPC RI       -   188,320.58    379,048.13   sFT  0.99999672   +0 07 25.4
 LW2405;UTM  19      - 4,607,954.210   307,186.128   MT  1.00005752   -1 32 11.7
 LW2405
 LW2405                          SUPERSEDED SURVEY CONTROL
 LW2405
 LW2405  NAD 83(1996)-  41 36 00.08223(N)    071 18 49.19811(W) AD(       ) 4
 LW2405  NAD 83(1992)-  41 36 00.08101(N)    071 18 49.19745(W) AD(       ) 4
 LW2405  NAD 83(1992)-  41 36 00.08055(N)    071 18 49.19724(W) AD(       ) 4
 LW2405  NAD 83(1986)-  41 36 00.08092(N)    071 18 49.19563(W) AD(       ) 4
 LW2405  NAD 27      -  41 35 59.69900(N)    071 18 51.00400(W) AD(       ) 3
 LW2405
 LW2405.Superseded values are not recommended for survey control.
 LW2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2405.See file dsdata.txt to determine how the superseded data were derived.
 LW2405
 LW2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0718607954(NAD 83)
 LW2405
 LW2405  HISTORY     - Date     Condition        Report By
 LW2405  HISTORY     - 1915     MONUMENTED       CGS
 LW2405  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2405
 LW2405                          STATION DESCRIPTION
 LW2405
 LW2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (NHH)
 LW2405'STATION IS ON PRUDENCE ISLAND, ABOUT 1/2 MILE FROM ITS EASTERN
 LW2405'SHORE AND 5/8 MILE SW OF PRUDENCE ISLAND LIGHTHOUSE.
 LW2405
 LW2405                          STATION RECOVERY (1956)
 LW2405
 LW2405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2405'STATION DESTROYED.  THERE IS NO WINDMILL NOW IN EXISTENCE ON
 LW2405'PRUDENCE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW2180 ***********************************************************************
 LW2180  DESIGNATION -  WING 1843
 LW2180  PID         -  LW2180
 LW2180  STATE/COUNTY-  RI/NEWPORT
 LW2180  USGS QUAD   -  TIVERTON (1975)
 LW2180
 LW2180                         *CURRENT SURVEY CONTROL
 LW2180  ___________________________________________________________________
 LW2180* NAD 83(1996)-  41 35 23.05141(N)    071 11 08.62964(W)     ADJUSTED  
 LW2180* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 LW2180  ___________________________________________________________________
 LW2180  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 LW2180  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW2180
 LW2180  HORZ ORDER  -  SECOND
 LW2180
 LW2180.The horizontal coordinates were established by classical geodetic methods
 LW2180.and adjusted by the National Geodetic Survey in August 1998..
 LW2180
 LW2180.The orthometric height was scaled from a topographic map.
 LW2180
 LW2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW2180
 LW2180.The geoid height was determined by GEOID03.
 LW2180
 LW2180;                    North         East     Units Scale Factor Converg.
 LW2180;SPC RI       -    56,288.700   126,203.900   MT  1.00000220   +0 12 31.0
 LW2180;SPC RI       -   184,673.84    414,053.96   sFT  1.00000220   +0 12 31.0
 LW2180;UTM  19      - 4,606,533.998   317,819.603   MT  1.00000845   -1 27 04.6
 LW2180
 LW2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW2180!SPC RI       -   0.99999559  x   1.00000220  =   0.99999779
 LW2180!UTM  19      -   0.99999559  x   1.00000845  =   1.00000404
 LW2180
 LW2180                          SUPERSEDED SURVEY CONTROL
 LW2180
 LW2180  NAD 83(1996)-  41 35 23.05134(N)    071 11 08.62934(W) AD(       ) 2
 LW2180  NAD 83(1992)-  41 35 23.04959(N)    071 11 08.62860(W) AD(       ) 2
 LW2180  NAD 83(1992)-  41 35 23.04912(N)    071 11 08.62883(W) AD(       ) 2
 LW2180  NAD 83(1986)-  41 35 23.04946(N)    071 11 08.62742(W) AD(       ) 2
 LW2180  NAD 27      -  41 35 22.67300(N)    071 11 10.46300(W) AD(       ) 2
 LW2180
 LW2180.Superseded values are not recommended for survey control.
 LW2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW2180.See file dsdata.txt to determine how the superseded data were derived.
 LW2180
 LW2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1782006534(NAD 83)
 LW2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW2180+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 LW2180
 LW2180  HISTORY     - Date     Condition        Report By
 LW2180  HISTORY     - 1843     MONUMENTED       COASUR
 LW2180  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LW2180  HISTORY     - 1935     SEE DESCRIPTION  RIGS
 LW2180  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW2180  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LW2180  HISTORY     - 20051019 GOOD             USPSQD
 LW2180
 LW2180                          STATION DESCRIPTION
 LW2180
 LW2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 LW2180'STATION IS ON THE E SIDE OF SAKONNET RIVER, ABOUT 1-1/2 MILES E
 LW2180'OF SAPOWET POINT, 1-1/4 MILES NNE OF A CROSS ROAD AT FOUR CORNERS,
 LW2180'AND 1/2 MILE E OF THE ROAD LEADING TO TIVERTON AND FALL RIVER.  THE
 LW2180'STATION IS ON THE SUMMIT OF A RIDGE, ON THE PROPERTY OF SAMUEL
 LW2180'W. HATHAWAY, AND IS MARKED WITH A STANDARD DISK SET IN CONCRETE
 LW2180'IN THE TOP OF A TILE, WHICH IS SURROUNDED BY A MASS OF
 LW2180'CONCRETE.  THE REFERENCE MARK IS A STANDARD DISK WEDGED IN A
 LW2180'DRILL HOLE IN A BOULDER, AND IS 4.56 METERS (14.96 FEET) W OF THE
 LW2180'STATION.  THREE ROCK FISSURES ARE MENTIONED AS BEING,
 LW2180'RESPECTIVELY, 31.2 METERS (102.4 FEET) SE, 50.1 METERS (164.4
 LW2180'FEET) S, AND 52 METERS (170.6 FEET) N, FROM THE STATION.
 LW2180
 LW2180                          STATION RECOVERY (1935)
 LW2180
 LW2180'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1935
 LW2180'FOUND THE STATION AND REFERENCE MARKS IN EXCELLENT CONDITION AND
 LW2180'MARKED AS DESCRIBED.  SAMUEL W. HATHAWAY IS DEAD AND HIS WIDOW
 LW2180'JENNIE LIVES ON THE PLACE.  THE ROAD REFERRED TO IS SAKONNET
 LW2180'POINT ROAD WHICH LEADS S FROM TIVERTON VILLAGE TO TIVERTON FOUR
 LW2180'CORNERS, AND IS A PART OF STATE ROUTE 126.
 LW2180'
 LW2180'THE STATION IS ABOUT 1/2 MILE ESE OF THE HATHAWAY HOUSE ON THE
 LW2180'SUMMIT AT THE N END OF A RIDGE, ABOUT 50 YARDS N OF A LARGE
 LW2180'TREE.  IT IS SURROUNDED BY THICK UNDERBRUSH AND IS NOW MARKED BY
 LW2180'A CAIRN OF STONES PILED ABOVE THE STATION.
 LW2180'
 LW2180'THE REFERENCE TO THREE ROCK FISSURES MAY BE A PART OF THE
 LW2180'DESCRIPTION OF SOME OTHER STATION AS NO ROCK FISSURES WERE OBSERVED
 LW2180'AT THE DISTANCES GIVEN.
 LW2180
 LW2180                          STATION RECOVERY (1954)
 LW2180
 LW2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW2180'STATION MARK AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE
 LW2180'DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND
 LW2180'FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS AS ADEQUATE AS
 LW2180'CAN BE WRITTEN FOR THIS STATION.  NEITHER THE STATION
 LW2180'MARK NOR THE REFERENCE MARK IS STAMPED.
 LW2180
 LW2180                          STATION RECOVERY (1956)
 LW2180
 LW2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR)
 LW2180'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 LW2180'CONDITION.  THE 1935 RECOVERY NOTE IS ADEQUATE WITH THE FOLLOWING
 LW2180'ADDITION--
 LW2180'
 LW2180'THE HILL ON WHICH THE STATION IS LOCATED IS JUST E OF A
 LW2180'POWER-TRANSMISSION LINE WHICH CROSSES LAFAYETTE ROAD AT A POINT
 LW2180'ABOUT 2,300 FT. N OF THE STATION.
 LW2180
 LW2180                          STATION RECOVERY (2005)
 LW2180
 LW2180'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHD)
 LW2180'ALSO RECOVERED ITS REFERENCE MARK IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3132 ***********************************************************************
 LW3132  DESIGNATION -  WIRELESS MAST
 LW3132  PID         -  LW3132
 LW3132  STATE/COUNTY-  RI/WASHINGTON
 LW3132  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3132
 LW3132                         *CURRENT SURVEY CONTROL
 LW3132  ___________________________________________________________________
 LW3132* NAD 83(1996)-  41 09 11.78944(N)    071 33 02.21841(W)     ADJUSTED  
 LW3132* NAVD 88     -                                                        
 LW3132  ___________________________________________________________________
 LW3132  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 LW3132  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW3132
 LW3132  HORZ ORDER  -  THIRD
 LW3132
 LW3132.The horizontal coordinates were established by classical geodetic methods
 LW3132.and adjusted by the National Geodetic Survey in August 1998..
 LW3132
 LW3132
 LW3132.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3132
 LW3132.The geoid height was determined by GEOID03.
 LW3132
 LW3132;                    North         East     Units Scale Factor Converg.
 LW3132;SPC RI       -     7,768.625    95,751.302   MT  0.99999397   -0 01 59.9
 LW3132;SPC RI       -    25,487.56    314,144.06   sFT  0.99999397   -0 01 59.9
 LW3132;UTM  19      - 4,558,908.295   285,977.375   MT  1.00016378   -1 40 44.9
 LW3132
 LW3132                          SUPERSEDED SURVEY CONTROL
 LW3132
 LW3132  NAD 83(1996)-  41 09 11.78764(N)    071 33 02.21706(W) AD(       ) 4
 LW3132  NAD 83(1992)-  41 09 11.78749(N)    071 33 02.21710(W) AD(       ) 4
 LW3132  NAD 83(1992)-  41 09 11.78623(N)    071 33 02.21767(W) AD(       ) 4
 LW3132  NAD 83(1986)-  41 09 11.78342(N)    071 33 02.21391(W) AD(       ) 4
 LW3132  NAD 27      -  41 09 11.41500(N)    071 33 04.01600(W) AD(       ) 3
 LW3132
 LW3132.Superseded values are not recommended for survey control.
 LW3132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3132.See file dsdata.txt to determine how the superseded data were derived.
 LW3132
 LW3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8597758908(NAD 83)
 LW3132_MARKER: 41 = ANTENNA MAST
 LW3132
 LW3132  HISTORY     - Date     Condition        Report By
 LW3132  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3132
 LW3132                          STATION DESCRIPTION
 LW3132
 LW3132'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5179 ***********************************************************************
 LW5179  CBN         -  This is a Cooperative Base Network Control Station.
 LW5179  DESIGNATION -  WK 001
 LW5179  PID         -  LW5179
 LW5179  STATE/COUNTY-  RI/KENT
 LW5179  USGS QUAD   -  EAST GREENWICH (1975)
 LW5179
 LW5179                         *CURRENT SURVEY CONTROL
 LW5179  ___________________________________________________________________
 LW5179* NAD 83(1996)-  41 40 00.30643(N)    071 29 56.72241(W)     ADJUSTED  
 LW5179* NAVD 88     -        73.738  (meters)     241.92   (feet)  ADJUSTED  
 LW5179  ___________________________________________________________________
 LW5179  X           -   1,514,160.456 (meters)                     COMP
 LW5179  Y           -  -4,525,109.625 (meters)                     COMP
 LW5179  Z           -   4,218,054.379 (meters)                     COMP
 LW5179  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 LW5179  ELLIP HEIGHT-          43.77  (meters)          (06/22/01) GPS OBS
 LW5179  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW5179  DYNAMIC HT  -          73.713 (meters)     241.84  (feet)  COMP
 LW5179  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 LW5179
 LW5179  HORZ ORDER  -  A
 LW5179  VERT ORDER  -  SECOND    CLASS II
 LW5179  ELLP ORDER  -  FOURTH    CLASS I
 LW5179
 LW5179.The horizontal coordinates were established by GPS observations
 LW5179.and adjusted by the National Geodetic Survey in June 2001..
 LW5179
 LW5179.The orthometric height was determined by differential leveling
 LW5179.and adjusted by the National Geodetic Survey in June 1991..
 LW5179
 LW5179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5179
 LW5179.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5179
 LW5179.The ellipsoidal height was determined by GPS observations
 LW5179.and is referenced to NAD 83.
 LW5179
 LW5179.The geoid height was determined by GEOID03.
 LW5179
 LW5179.The dynamic height is computed by dividing the NAVD 88
 LW5179.geopotential number by the normal gravity value computed on the
 LW5179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5179.degrees latitude (g = 980.6199 gals.).
 LW5179
 LW5179.The modeled gravity was interpolated from observed gravity values.
 LW5179
 LW5179;                    North         East     Units Scale Factor Converg.
 LW5179;SPC RI       -    64,794.729   100,075.823   MT  0.99999375   +0 00 02.2
 LW5179;SPC RI       -   212,580.71    328,332.10   sFT  0.99999375   +0 00 02.2
 LW5179;UTM  19      - 4,615,794.574   291,947.217   MT  1.00013270   -1 39 43.1
 LW5179
 LW5179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5179!SPC RI       -   0.99999313  x   0.99999375  =   0.99998688
 LW5179!UTM  19      -   0.99999313  x   1.00013270  =   1.00012583
 LW5179
 LW5179                          SUPERSEDED SURVEY CONTROL
 LW5179
 LW5179  NAD 83(1996)-  41 40 00.30738(N)    071 29 56.72101(W) AD(       ) 2
 LW5179  NAD 83(1996)-  41 40 00.30671(N)    071 29 56.72056(W) AD(       ) 2
 LW5179  NAD 83(1992)-  41 40 00.30597(N)    071 29 56.72023(W) AD(       ) 2
 LW5179  NAD 83(1992)-  41 40 00.30549(N)    071 29 56.72024(W) AD(       ) 2
 LW5179  NAD 83(1986)-  41 40 00.30583(N)    071 29 56.71854(W) AD(       ) 2
 LW5179  NAVD 88 (06/22/01)   73.74   (m)          241.9    (f) LEVELING    3  
 LW5179  NGVD 29 (12/24/91)   74.00   (m)          242.8    (f) LEVELING    3  
 LW5179
 LW5179.Superseded values are not recommended for survey control.
 LW5179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5179.See file dsdata.txt to determine how the superseded data were derived.
 LW5179
 LW5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9194715795(NAD 83)
 LW5179_MARKER: DD = SURVEY DISK
 LW5179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5179_SP_SET: CONCRETE POST
 LW5179_STAMPING: WK 001 1984
 LW5179_MARK LOGO: RIGS  
 LW5179_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5179+STABILITY: SURFACE MOTION
 LW5179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5179+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 LW5179
 LW5179  HISTORY     - Date     Condition        Report By
 LW5179  HISTORY     - 1984     MONUMENTED       RIGS
 LW5179  HISTORY     - 1985     GOOD             RIGS
 LW5179  HISTORY     - 19880701 GOOD             RIGS
 LW5179  HISTORY     - 20000724 GOOD             RIDT
 LW5179
 LW5179                          STATION DESCRIPTION
 LW5179
 LW5179'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5179'THE STATION IS LOCATED ABOUT 4.6 KM (2.85 MI)
 LW5179'SOUTH-SOUTHEAST OF ARCTIC,
 LW5179'4.4 KM (2.75 MI) NORTH OF FRENCHTOWN, AND
 LW5179'4.1 KM (2.55 MI) WEST-NORTHWEST OF EAST GREENWICH.
 LW5179'OWNERSHIP--STATE RIGHT OF WAY.
 LW5179'
 LW5179'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 LW5179'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 4.2 KM (2.6 MI) NORTHWEST OF
 LW5179'EAST GREENWICH, GO TO THE NORTHEAST CORNER OF THE HIGHWAY 95 BRIDGE
 LW5179'OVER HIGHWAY 2, THE STATION IS EAST OF THE BRIDGE AT THE TOP OF A
 LW5179'SLOPE.
 LW5179'
 LW5179'THE STATION IS A STANDARD RIGS DISK
 LW5179'STAMPED---WK 001 1984---,
 LW5179'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5179'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 LW5179'26.1 METERS (85.7 FT) WEST-NORTHWEST FROM A HIGHWAY LIGHTPOLE 5119,
 LW5179'8.7 METERS (28.5 FT) NORTH FROM THE CENTERLINE OF HIGHWAY 95
 LW5179'SOUTHBOUND,
 LW5179'2.9 METERS (9.5 FT) EAST FROM THE NORTHEAST CORNER OF THE BRIDGE,
 LW5179'1.6 METERS (5.2 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 LW5179'
 LW5179'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5179
 LW5179                          STATION RECOVERY (1985)
 LW5179
 LW5179'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5179'4.1 KM (2.55 MI) WNW FROM EAST GREENWICH.
 LW5179'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 LW5179'INTERSTATE HIGHWAY 95, GO TO THE NORTHEAST CORNER OF THE I-95 BRIDGE
 LW5179'AND THE MARK AT THE TOP OF THE SLOPE.  THE STATION IS A STANDARD RIGS
 LW5179'DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LW5179'RECESSED 8.0 CM BELOW GROUND.  LOCATED 26.1 METERS (85.7 FT)
 LW5179'WEST-NORTHWEST FROM A HIGHWAY LIGHT POLE 5119, 8.7 METERS (28.5 FT)
 LW5179'NORTH FROM THE CENTERLINE OF I-95 SOUTHBOUND, 1.6 METERS (5.2 FT)
 LW5179'SOUTH FROM A FIBERGLASS WITNESS POST.
 LW5179
 LW5179                          STATION RECOVERY (1988)
 LW5179
 LW5179'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5179'RECOVERED IN GOOD CONDITION.
 LW5179
 LW5179                          STATION RECOVERY (2000)
 LW5179
 LW5179'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW5179'THE STATION IS LOCATED IN WARWICH, RI ABOUT 2.85 MI (4.59 KM)
 LW5179'SOUTH-SOUTHEAST OF ARCTIC CENTER, 2.75 MI (4.43 KM) NORTH OF
 LW5179'FRENCHTOWN CENTER AND 2.55 MI (4.10 KM) WEST-NORTHWEST OF EAST
 LW5179'GREENWICH CENTER IN STATE RIGHT-OF-WAY.  TO REACH FROM A POINT
 LW5179'ABOUT 2.6 MI (4.2 KM) NORTHWEST OF EAST GREENWICH CENTER AT THE
 LW5179'INTERSTATE HIGHWAY 95 BRIDGE OVER STATE HIGHWAY 2 (QUAKER LANE),
 LW5179'GO TO THE NORTHEAST CORNER OF THE BRIDGE AND THE MARK JUST EAST
 LW5179'OF THE BRIDGE. A STANDARD RIGS DISK SET IN THE TOP OF A 30 CM
 LW5179'DIAMETER CONCRETE POST RECESSED 8 CM BELOW GROUND LEVEL.  IT IS,
 LW5179'26.1 M (85.6 FT) WEST-NORTHWEST OF LIGHT POLE NUMBER S323, 8.7 M (28.5
 LW5179'FT) NORTH OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 LW5179'INTERSTATE HIGHWAY 95 AND 2.9 M (9.5 FT) EAST OF THE NORTHEAST
 LW5179'CORNER OF THE BRIDGE. DESCRIBED BY TOM TAIT.
 LW5179'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5180 ***********************************************************************
 LW5180  DESIGNATION -  WK 002
 LW5180  PID         -  LW5180
 LW5180  STATE/COUNTY-  RI/KENT
 LW5180  USGS QUAD   -  EAST GREENWICH (1975)
 LW5180
 LW5180                         *CURRENT SURVEY CONTROL
 LW5180  ___________________________________________________________________
 LW5180* NAD 83(1996)-  41 40 00.00163(N)    071 29 27.53517(W)     ADJUSTED  
 LW5180* NAVD 88     -        62.614  (meters)     205.43   (feet)  ADJUSTED  
 LW5180  ___________________________________________________________________
 LW5180  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 LW5180  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW5180  DYNAMIC HT  -          62.593 (meters)     205.36  (feet)  COMP
 LW5180  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 LW5180
 LW5180  HORZ ORDER  -  SECOND
 LW5180  VERT ORDER  -  SECOND    CLASS II
 LW5180
 LW5180.The horizontal coordinates were established by classical geodetic methods
 LW5180.and adjusted by the National Geodetic Survey in August 1998..
 LW5180
 LW5180.The orthometric height was determined by differential leveling
 LW5180.and adjusted by the National Geodetic Survey in June 1991..
 LW5180
 LW5180.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5180
 LW5180.The geoid height was determined by GEOID03.
 LW5180
 LW5180.The dynamic height is computed by dividing the NAVD 88
 LW5180.geopotential number by the normal gravity value computed on the
 LW5180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5180.degrees latitude (g = 980.6199 gals.).
 LW5180
 LW5180.The modeled gravity was interpolated from observed gravity values.
 LW5180
 LW5180;                    North         East     Units Scale Factor Converg.
 LW5180;SPC RI       -    64,785.364   100,751.031   MT  0.99999376   +0 00 21.6
 LW5180;SPC RI       -   212,549.98    330,547.34   sFT  0.99999376   +0 00 21.6
 LW5180;UTM  19      - 4,615,765.619   292,621.962   MT  1.00012925   -1 39 23.7
 LW5180
 LW5180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5180!SPC RI       -   0.99999488  x   0.99999376  =   0.99998864
 LW5180!UTM  19      -   0.99999488  x   1.00012925  =   1.00012413
 LW5180
 LW5180                          SUPERSEDED SURVEY CONTROL
 LW5180
 LW5180  NAD 83(1996)-  41 40 00.00097(N)    071 29 27.53472(W) AD(       ) 2
 LW5180  NAD 83(1992)-  41 40 00.00021(N)    071 29 27.53439(W) AD(       ) 2
 LW5180  NAD 83(1992)-  41 39 59.99973(N)    071 29 27.53440(W) AD(       ) 2
 LW5180  NAD 83(1986)-  41 40 00.00048(N)    071 29 27.53280(W) AD(       ) 2
 LW5180  NGVD 29 (12/24/91)   62.87   (m)          206.3    (f) LEVELING    3  
 LW5180
 LW5180.Superseded values are not recommended for survey control.
 LW5180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5180.See file dsdata.txt to determine how the superseded data were derived.
 LW5180
 LW5180_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9262215766(NAD 83)
 LW5180_MARKER: DD = SURVEY DISK
 LW5180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5180_SP_SET: CONCRETE POST
 LW5180_STAMPING: WK 002 1984
 LW5180_MARK LOGO: RIGS  
 LW5180_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5180+STABILITY: SURFACE MOTION
 LW5180
 LW5180  HISTORY     - Date     Condition        Report By
 LW5180  HISTORY     - 1984     MONUMENTED       RIGS
 LW5180  HISTORY     - 1984     GOOD             RIGS
 LW5180
 LW5180                          STATION DESCRIPTION
 LW5180
 LW5180'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5180'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI)
 LW5180'SOUTH SOUTHWEST OF APPONAUG,
 LW5180'4.3 KM (2.7 MI) NORTH OF FRENCHTOWN, AND
 LW5180'3.6 KM (2.25 MI) WEST NORTHWEST OF EAST GREENWICH.
 LW5180'OWNERSHIP--STATE RIGHT OF WAY.
 LW5180'
 LW5180'TO REACH THE STATION FROM THE STATE HIGHWAY 2 OVERPASS ON
 LW5180'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 4.3 KM (2.7 MI) NORTH OF
 LW5180'FRENCHTOWN, GO EAST FOR 0.6 KM (0.35 MI) ON HIGHWAY 95 NORTHBOUND
 LW5180'TO THE STATION ON THE RIGHT.
 LW5180'
 LW5180'THE STATION IS A STANDARD RIGS DISK
 LW5180'STAMPED---WK 002 1984---,
 LW5180'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5180'30 CM IN DIAMETER RECESSED 8.0 CM BELOW GROUND.  LOCATED
 LW5180'24.5 METERS (80.4 FT) WEST FROM THE SOUTHWEST END OF A CONCRETE
 LW5180'BRIDGE WALL OVER STATE HIGHWAY 4 SOUTHBOUND,
 LW5180'9.5 METERS (31.2 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY 95
 LW5180'NORTHBOUND,
 LW5180'4.7 METERS (15.4 FT) EAST FROM THE NORTHERN MOST STEEL SUPPORT FOR
 LW5180'THE EXIT 10 HIGHWAY SIGN,
 LW5180'2.4 METERS (7.8 FT) NORTH FROM THE FIBERGLASS WITNESS POST.
 LW5180'
 LW5180'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5180
 LW5180                          STATION RECOVERY (1984)
 LW5180
 LW5180'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5180'3.5 KM (2.2 MI) SE FROM ARCTIC.
 LW5180'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER 0F THE INTERSTATE
 LW5180'HIGHWAY 95 OVERPASS OVER STATE HIGHWAY 4.  OWNERSHIP--HIGHWAY RIGHT
 LW5180'OF WAY TO REACH THE STATION FROM THE STATE HIGHWAY 2 OVERPASS ON
 LW5180'INTERSTATE 95 GO EAST FOR 0.6 KM (.35 MI) ON I-95 TO THE STATION ON
 LW5180'THE RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW5180'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 8.0 CM BELOW
 LW5180'GROUND.  LOCATED 20.5 METERS (80.4 FT) WEST FROM THE SOUTHWEST END OF
 LW5180'A CONCRETE BRIDGE WALL, 9.5 METERS (31.2 FT) SOUTH FROM THE
 LW5180'CENTERLINE OF I-95 NORHT, 4.7 METERS (15.4 FT) EAST FROM THE NORTHERN
 LW5180'MOST STEEL SUPPORT FOR THE EXIT 10 HIGHWAY SIGN, 2.4 METERS (7.8 FT)
 LW5180'NORTH FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5181 ***********************************************************************
 LW5181  DESIGNATION -  WK 003
 LW5181  PID         -  LW5181
 LW5181  STATE/COUNTY-  RI/KENT
 LW5181  USGS QUAD   -  EAST GREENWICH (1975)
 LW5181
 LW5181                         *CURRENT SURVEY CONTROL
 LW5181  ___________________________________________________________________
 LW5181* NAD 83(1996)-  41 40 03.44279(N)    071 29 07.52986(W)     ADJUSTED  
 LW5181* NAVD 88     -        50.495  (meters)     165.67   (feet)  ADJUSTED  
 LW5181  ___________________________________________________________________
 LW5181  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 LW5181  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LW5181  DYNAMIC HT  -          50.477 (meters)     165.61  (feet)  COMP
 LW5181  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 LW5181
 LW5181  HORZ ORDER  -  SECOND
 LW5181  VERT ORDER  -  SECOND    CLASS II
 LW5181
 LW5181.The horizontal coordinates were established by classical geodetic methods
 LW5181.and adjusted by the National Geodetic Survey in August 1998..
 LW5181
 LW5181.The orthometric height was determined by differential leveling
 LW5181.and adjusted by the National Geodetic Survey in June 1991..
 LW5181
 LW5181.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5181
 LW5181.The geoid height was determined by GEOID03.
 LW5181
 LW5181.The dynamic height is computed by dividing the NAVD 88
 LW5181.geopotential number by the normal gravity value computed on the
 LW5181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5181.degrees latitude (g = 980.6199 gals.).
 LW5181
 LW5181.The modeled gravity was interpolated from observed gravity values.
 LW5181
 LW5181;                    North         East     Units Scale Factor Converg.
 LW5181;SPC RI       -    64,891.593   101,213.809   MT  0.99999377   +0 00 34.9
 LW5181;SPC RI       -   212,898.50    332,065.64   sFT  0.99999377   +0 00 34.9
 LW5181;UTM  19      - 4,615,858.389   293,087.690   MT  1.00012688   -1 39 10.5
 LW5181
 LW5181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5181!SPC RI       -   0.99999678  x   0.99999377  =   0.99999055
 LW5181!UTM  19      -   0.99999678  x   1.00012688  =   1.00012366
 LW5181
 LW5181                          SUPERSEDED SURVEY CONTROL
 LW5181
 LW5181  NAD 83(1996)-  41 40 03.44214(N)    071 29 07.52940(W) AD(       ) 2
 LW5181  NAD 83(1992)-  41 40 03.44137(N)    071 29 07.52908(W) AD(       ) 2
 LW5181  NAD 83(1992)-  41 40 03.44089(N)    071 29 07.52909(W) AD(       ) 2
 LW5181  NAD 83(1986)-  41 40 03.44178(N)    071 29 07.52758(W) AD(       ) 2
 LW5181  NGVD 29 (12/24/91)   50.75   (m)          166.5    (f) LEVELING    3  
 LW5181
 LW5181.Superseded values are not recommended for survey control.
 LW5181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5181.See file dsdata.txt to determine how the superseded data were derived.
 LW5181
 LW5181_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9308815858(NAD 83)
 LW5181_MARKER: DD = SURVEY DISK
 LW5181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5181_SP_SET: CONCRETE POST
 LW5181_STAMPING: WK 003 1984
 LW5181_MARK LOGO: RIGS  
 LW5181_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5181+STABILITY: SURFACE MOTION
 LW5181
 LW5181  HISTORY     - Date     Condition        Report By
 LW5181  HISTORY     - 1984     MONUMENTED       RIGS
 LW5181  HISTORY     - 1984     GOOD             RIGS
 LW5181
 LW5181                          STATION DESCRIPTION
 LW5181
 LW5181'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5181'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI)
 LW5181'SOUTHEAST OF ARCTIC,
 LW5181'4.3 KM (2.7 MI) NORTH OF FRENCHTOWN, AND
 LW5181'3.1 KM (1.9 MI) WEST-NORTHWEST OF EAST GREENWICH.
 LW5181'OWNERSHIP--STATE RIGHT OF WAY.
 LW5181'
 LW5181'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 LW5181'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 4.2 KM (2.6 MI) NORTHWEST OF
 LW5181'EAST GREENWICH, GO NORTH FOR 1.1 KM (0.7 MI) ON HIGHWAY 95 TO THE
 LW5181'CONVERGENCE OF STATE HIGHWAY 4 NORTHBOOUND AND HIGHWAY 95
 LW5181'NORTHBOUND AND THE STATION ON THE RIGHT.
 LW5181'
 LW5181'THE STATION IS A STANDARD RIGS DISK
 LW5181'STAMPED---WK 003 1984---,
 LW5181'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5181'30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 LW5181'40.2 METERS (132.0 FT) WEST FROM AN ALUMINUM LIGHT POLE 48,
 LW5181'12.2 METERS (40.0 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY 95
 LW5181'NORTHBOUND,
 LW5181'10.5 METERS (34.5 FT) NORTH-NORTHWEST FROM A STONE WALL,
 LW5181'1.5 METERS (5.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
 LW5181'
 LW5181'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5181
 LW5181                          STATION RECOVERY (1984)
 LW5181
 LW5181'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5181'3.1 KM (1.9 MI) WNW FROM EAST GREENWICH.
 LW5181'THE STATION IS LOCATED NEAR THE JUNCTION OF INTERSTATE 95 AND STATE
 LW5181'HIGWAY 4 ON THE EAST SIDE OF I-95.  OWNERSHIP--HIGHWAY RIGHT OF WAY
 LW5181'TO REACH THE STATION FROM THE JUNCTION OF I-95 AND STATE HIGHWAY 2 GO
 LW5181'NORTH FOR 1.1 KM (0.7 MI) ON I-95 TO THE MARK ON THE RIGHT.  THE
 LW5181'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW5181'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 40.2 METERS
 LW5181'(13.0 FT) WEST FROM AN ALUMINUM LIGHT POLE 48, 12.2 METERS (40.0 FT)
 LW5181'SOUTH FROM THE CENTERLINE OF I-95 NORTH, 10.5 METERS (34.5 FT)
 LW5181'NORTH-NORTHWEST FROM A STONE WALL, 1.5 METERS (5.0 FT) EAST FROM A
 LW5181'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5182 ***********************************************************************
 LW5182  DESIGNATION -  WK 004
 LW5182  PID         -  LW5182
 LW5182  STATE/COUNTY-  RI/KENT
 LW5182  USGS QUAD   -  EAST GREENWICH (1975)
 LW5182
 LW5182                         *CURRENT SURVEY CONTROL
 LW5182  ___________________________________________________________________
 LW5182* NAD 83(1996)-  41 40 17.53017(N)    071 28 46.02184(W)     ADJUSTED  
 LW5182* NAVD 88     -        33.130  (meters)     108.69   (feet)  ADJUSTED  
 LW5182  ___________________________________________________________________
 LW5182  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 LW5182  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW5182  DYNAMIC HT  -          33.118 (meters)     108.65  (feet)  COMP
 LW5182  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 LW5182
 LW5182  HORZ ORDER  -  SECOND
 LW5182  VERT ORDER  -  SECOND    CLASS II
 LW5182
 LW5182.The horizontal coordinates were established by classical geodetic methods
 LW5182.and adjusted by the National Geodetic Survey in August 1998..
 LW5182
 LW5182.The orthometric height was determined by differential leveling
 LW5182.and adjusted by the National Geodetic Survey in June 1991..
 LW5182
 LW5182.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5182
 LW5182.The geoid height was determined by GEOID03.
 LW5182
 LW5182.The dynamic height is computed by dividing the NAVD 88
 LW5182.geopotential number by the normal gravity value computed on the
 LW5182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5182.degrees latitude (g = 980.6199 gals.).
 LW5182
 LW5182.The modeled gravity was interpolated from observed gravity values.
 LW5182
 LW5182;                    North         East     Units Scale Factor Converg.
 LW5182;SPC RI       -    65,326.314   101,711.258   MT  0.99999379   +0 00 49.2
 LW5182;SPC RI       -   214,324.75    333,697.69   sFT  0.99999379   +0 00 49.2
 LW5182;UTM  19      - 4,616,278.549   293,597.610   MT  1.00012428   -1 38 56.6
 LW5182
 LW5182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5182!SPC RI       -   0.99999950  x   0.99999379  =   0.99999329
 LW5182!UTM  19      -   0.99999950  x   1.00012428  =   1.00012378
 LW5182
 LW5182                          SUPERSEDED SURVEY CONTROL
 LW5182
 LW5182  NAD 83(1996)-  41 40 17.52954(N)    071 28 46.02139(W) AD(       ) 2
 LW5182  NAD 83(1992)-  41 40 17.52875(N)    071 28 46.02105(W) AD(       ) 2
 LW5182  NAD 83(1992)-  41 40 17.52829(N)    071 28 46.02105(W) AD(       ) 2
 LW5182  NAD 83(1986)-  41 40 17.52916(N)    071 28 46.01973(W) AD(       ) 2
 LW5182  NGVD 29 (12/24/91)   33.39   (m)          109.5    (f) LEVELING    3  
 LW5182
 LW5182.Superseded values are not recommended for survey control.
 LW5182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5182.See file dsdata.txt to determine how the superseded data were derived.
 LW5182
 LW5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9359816279(NAD 83)
 LW5182_MARKER: DD = SURVEY DISK
 LW5182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5182_SP_SET: CONCRETE POST
 LW5182_STAMPING: WK 004 1984
 LW5182_MARK LOGO: RIGS  
 LW5182_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5182+STABILITY: SURFACE MOTION
 LW5182
 LW5182  HISTORY     - Date     Condition        Report By
 LW5182  HISTORY     - 1984     MONUMENTED       RIGS
 LW5182  HISTORY     - 1984     GOOD             RIGS
 LW5182
 LW5182                          STATION DESCRIPTION
 LW5182
 LW5182'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5182'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI)
 LW5182'SOUTHEAST OF ARCTIC,
 LW5182'4.8 KM (3.0 MI) NORTH-NORTHEAST OF FRENCHTOWN, AND
 LW5182'2.7 KM (1.7 MI) NORTHWEST OF EAST GREENWICH.
 LW5182'OWNERSHIP--STATE RIGHT OF WAY.
 LW5182'
 LW5182'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 LW5182'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 4.2 KM (2.6 MI) NORTHWEST OF
 LW5182'EAST GREENWICH, GO NORTH FOR 1.85 KM (1.15 MI) ON HIGHWAY 95 TO THE
 LW5182'STATION ON THE RIGHT.
 LW5182'
 LW5182'THE STATION IS A STANDARD RIGS DISK
 LW5182'STAMPED---WK 004 1984---,
 LW5182'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5182'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5182'35.4 METERS (116.0 FT) SOUTHWEST FROM A MOTORIST AID CALL BOX 0104,
 LW5182'18.9 METERS (62.0 FT) SOUTHEAST FROM THE CENTERLINE OF HIGHWAY 95
 LW5182'NORTHBOUND,
 LW5182'3.7 METERS (12.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5182'
 LW5182'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5182
 LW5182                          STATION RECOVERY (1984)
 LW5182
 LW5182'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5182'2.7 KM (1.7 MI) NW FROM EAST GREENWICH.
 LW5182'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI) SOUTHEAST OF ARCTIC, 4.8
 LW5182'KM (3.0 MI) NORTH-NORTHEAST OF FRENCHTOWN, AND 2.7 KM (1.7 MI)
 LW5182'NORTHWEST OF EAST GREENWICH.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5182'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND INTERSTATE
 LW5182'HIGHWAY 95, WHICH IS ABOUT 4.2 KM (2.6 MI) NORTHWEST OF EAST
 LW5182'GREENWICH, GO NORTH FOR 1.85 KM (1.15 MI) ON HIGHWAY 95 TO THE
 LW5182'STATION ON THE RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO
 LW5182'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 LW5182'GROUND.  LOCATED 35.4 METERS (116.0 FT) SOUTHWEST FROM A MOTORIST AID
 LW5182'CALL BOX 0104, 18.9 METERS (62.0 FT) SOUTHEAST FROM THE CENTERLINE OF
 LW5182'HIGHWAY 95 NORTHBOUND, 3.7 METERS (12.0 FT) SOUTHEAST FROM A
 LW5182'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5183 ***********************************************************************
 LW5183  DESIGNATION -  WK 005
 LW5183  PID         -  LW5183
 LW5183  STATE/COUNTY-  RI/KENT
 LW5183  USGS QUAD   -  EAST GREENWICH (1975)
 LW5183
 LW5183                         *CURRENT SURVEY CONTROL
 LW5183  ___________________________________________________________________
 LW5183* NAD 83(1996)-  41 40 33.38236(N)    071 28 37.89087(W)     ADJUSTED  
 LW5183* NAVD 88     -        35.134  (meters)     115.27   (feet)  ADJUSTED  
 LW5183  ___________________________________________________________________
 LW5183  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 LW5183  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW5183  DYNAMIC HT  -          35.122 (meters)     115.23  (feet)  COMP
 LW5183  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 LW5183
 LW5183  HORZ ORDER  -  SECOND
 LW5183  VERT ORDER  -  SECOND    CLASS II
 LW5183
 LW5183.The horizontal coordinates were established by classical geodetic methods
 LW5183.and adjusted by the National Geodetic Survey in August 1998..
 LW5183
 LW5183.The orthometric height was determined by differential leveling
 LW5183.and adjusted by the National Geodetic Survey in June 1991..
 LW5183
 LW5183.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5183
 LW5183.The geoid height was determined by GEOID03.
 LW5183
 LW5183.The dynamic height is computed by dividing the NAVD 88
 LW5183.geopotential number by the normal gravity value computed on the
 LW5183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5183.degrees latitude (g = 980.6199 gals.).
 LW5183
 LW5183.The modeled gravity was interpolated from observed gravity values.
 LW5183
 LW5183;                    North         East     Units Scale Factor Converg.
 LW5183;SPC RI       -    65,815.429   101,899.213   MT  0.99999379   +0 00 54.6
 LW5183;SPC RI       -   215,929.45    334,314.33   sFT  0.99999379   +0 00 54.6
 LW5183;UTM  19      - 4,616,762.067   293,799.706   MT  1.00012325   -1 38 51.7
 LW5183
 LW5183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5183!SPC RI       -   0.99999919  x   0.99999379  =   0.99999298
 LW5183!UTM  19      -   0.99999919  x   1.00012325  =   1.00012244
 LW5183
 LW5183                          SUPERSEDED SURVEY CONTROL
 LW5183
 LW5183  NAD 83(1996)-  41 40 33.38175(N)    071 28 37.89043(W) AD(       ) 2
 LW5183  NAD 83(1992)-  41 40 33.38094(N)    071 28 37.89008(W) AD(       ) 2
 LW5183  NAD 83(1992)-  41 40 33.38049(N)    071 28 37.89008(W) AD(       ) 2
 LW5183  NAD 83(1986)-  41 40 33.38127(N)    071 28 37.88888(W) AD(       ) 2
 LW5183  NGVD 29 (12/24/91)   35.39   (m)          116.1    (f) LEVELING    3  
 LW5183
 LW5183.Superseded values are not recommended for survey control.
 LW5183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5183.See file dsdata.txt to determine how the superseded data were derived.
 LW5183
 LW5183_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9380016762(NAD 83)
 LW5183_MARKER: DD = SURVEY DISK
 LW5183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5183_SP_SET: CONCRETE POST
 LW5183_STAMPING: WK 005 1984
 LW5183_MARK LOGO: RIGS  
 LW5183_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5183+STABILITY: SURFACE MOTION
 LW5183
 LW5183  HISTORY     - Date     Condition        Report By
 LW5183  HISTORY     - 1984     MONUMENTED       RIGS
 LW5183  HISTORY     - 1984     GOOD             RIGS
 LW5183
 LW5183                          STATION DESCRIPTION
 LW5183
 LW5183'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5183'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 LW5183'NORTH-NORTHEAST OF FRENCHTOWN,
 LW5183'5.2 KM (3.2 MI) SOUTHEAST OF ARCTIC, AND
 LW5183'2.7 KM (1.7 MI) NORTHWEST OF EAST GREENWICH.
 LW5183'OWNERSHIP--STATE RIGHT OF WAY.
 LW5183'
 LW5183'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 LW5183'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 4.2 KM (2.6 MI) NORTHWEST OF
 LW5183'EAST GREENWICH, GO NORTH FOR 2.3 KM (1.45 MI) ON HIGHWAY 95 TO THE
 LW5183'STATION ON THE RIGHT.
 LW5183'
 LW5183'THE STATION IS A STANDARD RIGS DISK
 LW5183'STAMPED---WK 005 1984---,
 LW5183'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5183'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5183'13.5 METERS (44.5 FT) EAST-SOUTHEAST FROM THE CENTER OF THE FOUR
 LW5183'TRAVEL LANES OF HIGHWAY 95 NORTHBOUND,
 LW5183'6.0 METERS (19.7 FT) WEST FROM THE FACE OF A 12 INCH DIAMETER
 LW5183'BLAZED ASPEN TREE,
 LW5183'1.0 METERS (3.4 FT) WEST-NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5183'
 LW5183'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5183
 LW5183                          STATION RECOVERY (1984)
 LW5183
 LW5183'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5183'2.7 KM (1.7 MI) NW FROM EAST GREENWICH.
 LW5183'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) NORTH-NORTHEAST OF
 LW5183'FRENCHTOWN, 5.2 KM (3.2 MI) SOUTHEAST OF ARCTIC, AND 2.7 KM (1.7 MI)
 LW5183'NORTHWEST OF EAST GREENWICH.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5183'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND INTERSTATE
 LW5183'HIGHWAY 95, WHICH IS ABOUT 4.2 KM (2.6 MI) NORTHWEST OF EAST
 LW5183'GREENWICH, GO NORTH FOR 2.3 KM (1.45 MI) ON HIGHWAY 95 TO THE STATION
 LW5183'ON THE RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP
 LW5183'OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW5183'LOCATED 13.5 METERS (44.5 FT) EAST-SOUTHEAST FROM THE CENTER OF THE
 LW5183'FOUR TRAVEL LANES OF HIGHWAY 95 NORTHBOUND, 6.0 METERS (19.7 FT) WEST
 LW5183'FROM THE FACE OF A 12 INCH DIAMETER BLAZED ASPEN TREE, 1.0 METERS
 LW5183'(3.4 FT) WEST-NORTHWEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5184 ***********************************************************************
 LW5184  DESIGNATION -  WK 006
 LW5184  PID         -  LW5184
 LW5184  STATE/COUNTY-  RI/KENT
 LW5184  USGS QUAD   -  EAST GREENWICH (1975)
 LW5184
 LW5184                         *CURRENT SURVEY CONTROL
 LW5184  ___________________________________________________________________
 LW5184* NAD 83(1996)-  41 41 06.64301(N)    071 28 37.22325(W)     ADJUSTED  
 LW5184* NAVD 88     -        48.896  (meters)     160.42   (feet)  ADJUSTED  
 LW5184  ___________________________________________________________________
 LW5184  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 LW5184  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW5184  DYNAMIC HT  -          48.880 (meters)     160.37  (feet)  COMP
 LW5184  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 LW5184
 LW5184  HORZ ORDER  -  SECOND
 LW5184  VERT ORDER  -  SECOND    CLASS II
 LW5184
 LW5184.The horizontal coordinates were established by classical geodetic methods
 LW5184.and adjusted by the National Geodetic Survey in August 1998..
 LW5184
 LW5184.The orthometric height was determined by differential leveling
 LW5184.and adjusted by the National Geodetic Survey in June 1991..
 LW5184
 LW5184.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5184
 LW5184.The geoid height was determined by GEOID03.
 LW5184
 LW5184.The dynamic height is computed by dividing the NAVD 88
 LW5184.geopotential number by the normal gravity value computed on the
 LW5184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5184.degrees latitude (g = 980.6199 gals.).
 LW5184
 LW5184.The modeled gravity was interpolated from observed gravity values.
 LW5184
 LW5184;                    North         East     Units Scale Factor Converg.
 LW5184;SPC RI       -    66,841.583   101,914.382   MT  0.99999380   +0 00 55.0
 LW5184;SPC RI       -   219,296.09    334,364.10   sFT  0.99999380   +0 00 55.0
 LW5184;UTM  19      - 4,617,787.481   293,844.654   MT  1.00012303   -1 38 52.4
 LW5184
 LW5184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5184!SPC RI       -   0.99999702  x   0.99999380  =   0.99999082
 LW5184!UTM  19      -   0.99999702  x   1.00012303  =   1.00012005
 LW5184
 LW5184                          SUPERSEDED SURVEY CONTROL
 LW5184
 LW5184  NAD 83(1996)-  41 41 06.64243(N)    071 28 37.22283(W) AD(       ) 2
 LW5184  NAD 83(1992)-  41 41 06.64159(N)    071 28 37.22245(W) AD(       ) 2
 LW5184  NAD 83(1992)-  41 41 06.64116(N)    071 28 37.22245(W) AD(       ) 2
 LW5184  NAD 83(1986)-  41 41 06.64169(N)    071 28 37.22141(W) AD(       ) 2
 LW5184  NGVD 29 (12/24/91)   49.15   (m)          161.3    (f) LEVELING    3  
 LW5184
 LW5184.Superseded values are not recommended for survey control.
 LW5184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5184.See file dsdata.txt to determine how the superseded data were derived.
 LW5184
 LW5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9384517787(NAD 83)
 LW5184_MARKER: DD = SURVEY DISK
 LW5184_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW5184_SP_SET: D
 LW5184_STAMPING: WK 006 1984
 LW5184_MARK LOGO: RIGS  
 LW5184_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5184
 LW5184  HISTORY     - Date     Condition        Report By
 LW5184  HISTORY     - 1984     MONUMENTED       RIGS
 LW5184  HISTORY     - 1984     GOOD             RIGS
 LW5184
 LW5184                          STATION DESCRIPTION
 LW5184
 LW5184'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5184'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 LW5184'NORTH-NORTHEAST OF FRENCHTOWN,
 LW5184'4.5 KM (2.8 MI) SOUTHEAST OF ARCTIC, AND
 LW5184'3.4 KM (2.1 MI) NORTHWEST OF EAST GREENWICH.
 LW5184'OWNERSHIP--STATE RIGHT OF WAY.
 LW5184'
 LW5184'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117 AND
 LW5184'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 4.5 KM (2.8 MI) NORTHWEST OF
 LW5184'EAST GREENWICH, GO SOUTH FOR 1.45 KM (0.9 MI) ON HIGHWAY 95 TO THE
 LW5184'COWESETT ROAD BRIDGE OVER HIGHWAY 95.  THE STATION IS LOCATED AT
 LW5184'THE SOUTHEAST CORNER OF THE BRIDGE, SET IN THE CONCRETE SIDEWALK.
 LW5184'
 LW5184'THE STATION IS A STANDARD RIGS DISK
 LW5184'STAMPED---WK 006 1984---,
 LW5184'SET INTO A DRILL HOLE IN A CONCRETE SIDEWALK ON THE SOUTH SIDE OF
 LW5184'THE COWESETT ROAD BRIDGE NEAR THE SOUTHEAST CORNER OF THE BRIDGE.
 LW5184'LOCATED 16.1 METERS (53.0 FT) EAST FROM THE CENTERLINE OF HIGHWAY
 LW5184'95 NORTHBOUND,
 LW5184'14.3 METERS (47.0 FT) SOUTH-SOUTHWEST FROM A NECO POLE 66,
 LW5184'5.5 METERS (18.0 FT) SOUTH FROM THE CENTERLINE OF COWESETT ROAD,
 LW5184'2.7 METERS (9.0 FT) WEST-NORTHWEST FROM THE END OF THE SOUTHEAST
 LW5184'HEADWALL OF THE COWESETT ROAD BRIDGE.
 LW5184'
 LW5184'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5184
 LW5184                          STATION RECOVERY (1984)
 LW5184
 LW5184'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5184'3.4 KM (2.1 MI) NW FROM EAST GREENWICH.
 LW5184'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTH-NORTHEAST OF
 LW5184'FRENCHTOWN, 4.5 KM (2.8 MI) SOUTHEAST OF ARCTIC, AND 3.4 KM (2.1 MI)
 LW5184'NORTHWEST OF EAST GREENWICH.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5184'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117 AND
 LW5184'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 4.5 KM (2.8 MI) NORTHWEST OF
 LW5184'EAST GREENWICH, GO SOUTH FOR 1.45 KM (0.9 MI) ON HIGHWAY 95 TO THE
 LW5184'COWESETT ROAD BRIDGE OVER HIGHWAY 95.  THE STATION IS LOCATED AT THE
 LW5184'SOUTHEAST CORNER OF THE BRIDGE, SET IN THE CONCRETE SIDEWALK.  THE
 LW5184'STATION IS A STANDARD RIGS DISK SET INTO A DRILL HOLE IN A CONCRETE
 LW5184'SIDEWALK ON THE SOUTH SIDE OF THE COWESETT ROAD BRIDGE NEAR THE
 LW5184'SOUTHEAST CORNER OF THE BRIDGE.  LOCATED 16.1 METERS (53.0 FT) EAST
 LW5184'FROM THE CENTERLINE OF HIGHWAY 95 NORTHBOUND, 14.3 METERS (47.0 FT)
 LW5184'SOUTH-SOUTHWEST FROM A NECO POLE 66, 5.5 METERS (18.0 FT) SOUTH FROM
 LW5184'THE CENTERLINE OF COWESETT ROAD, 2.7 METERS (9.0 FT) WEST-NORTHWEST
 LW5184'FROM THE END OF THE SOUTHEAST HEADWALL OF THE COWESETT ROAD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5185 ***********************************************************************
 LW5185  DESIGNATION -  WK 007
 LW5185  PID         -  LW5185
 LW5185  STATE/COUNTY-  RI/KENT
 LW5185  USGS QUAD   -  EAST GREENWICH (1975)
 LW5185
 LW5185                         *CURRENT SURVEY CONTROL
 LW5185  ___________________________________________________________________
 LW5185* NAD 83(1996)-  41 41 38.00808(N)    071 28 37.89407(W)     ADJUSTED  
 LW5185* NAVD 88     -        43.979  (meters)     144.29   (feet)  ADJUSTED  
 LW5185  ___________________________________________________________________
 LW5185  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 LW5185  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LW5185  DYNAMIC HT  -          43.964 (meters)     144.24  (feet)  COMP
 LW5185  MODELED GRAV-     980,286.5   (mgal)                       NAVD 88
 LW5185
 LW5185  HORZ ORDER  -  SECOND
 LW5185  VERT ORDER  -  SECOND    CLASS II
 LW5185
 LW5185.The horizontal coordinates were established by classical geodetic methods
 LW5185.and adjusted by the National Geodetic Survey in August 1998..
 LW5185
 LW5185.The orthometric height was determined by differential leveling
 LW5185.and adjusted by the National Geodetic Survey in June 1991..
 LW5185
 LW5185.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5185
 LW5185.The geoid height was determined by GEOID03.
 LW5185
 LW5185.The dynamic height is computed by dividing the NAVD 88
 LW5185.geopotential number by the normal gravity value computed on the
 LW5185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5185.degrees latitude (g = 980.6199 gals.).
 LW5185
 LW5185.The modeled gravity was interpolated from observed gravity values.
 LW5185
 LW5185;                    North         East     Units Scale Factor Converg.
 LW5185;SPC RI       -    67,809.249   101,898.611   MT  0.99999379   +0 00 54.6
 LW5185;SPC RI       -   222,470.84    334,312.36   sFT  0.99999379   +0 00 54.6
 LW5185;UTM  19      - 4,618,755.322   293,856.979   MT  1.00012296   -1 38 53.8
 LW5185
 LW5185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5185!SPC RI       -   0.99999779  x   0.99999379  =   0.99999158
 LW5185!UTM  19      -   0.99999779  x   1.00012296  =   1.00012075
 LW5185
 LW5185|---------------------------------------------------------------------|
 LW5185| PID    Reference Object                     Distance      Geod. Az  |
 LW5185|                                                           dddmmss.s |
 LW5185| LW0354 FRIDAY AZ MK                        103.482 METERS 06410     |
 LW5185| LW2582 APPONAUG COURTHOUSE CUPOLA          APPROX. 1.7 KM 0691225.5 |
 LW5185|---------------------------------------------------------------------|
 LW5185
 LW5185                          SUPERSEDED SURVEY CONTROL
 LW5185
 LW5185  NAD 83(1996)-  41 41 38.00753(N)    071 28 37.89365(W) AD(       ) 2
 LW5185  NAD 83(1992)-  41 41 38.00666(N)    071 28 37.89326(W) AD(       ) 2
 LW5185  NAD 83(1992)-  41 41 38.00625(N)    071 28 37.89325(W) AD(       ) 2
 LW5185  NAD 83(1986)-  41 41 38.00650(N)    071 28 37.89236(W) AD(       ) 2
 LW5185  NGVD 29 (12/24/91)   44.23   (m)          145.1    (f) LEVELING    3  
 LW5185
 LW5185.Superseded values are not recommended for survey control.
 LW5185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5185.See file dsdata.txt to determine how the superseded data were derived.
 LW5185
 LW5185_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9385718755(NAD 83)
 LW5185_MARKER: DD = SURVEY DISK
 LW5185_SETTING: 80 = SET IN A BOULDER
 LW5185_SP_SET: BOULDER
 LW5185_STAMPING: WK 007 1984
 LW5185_MARK LOGO: RIGS  
 LW5185_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5185+STABILITY: SURFACE MOTION
 LW5185
 LW5185  HISTORY     - Date     Condition        Report By
 LW5185  HISTORY     - 1984     MONUMENTED       RIGS
 LW5185  HISTORY     - 1984     GOOD             RIGS
 LW5185
 LW5185                          STATION DESCRIPTION
 LW5185
 LW5185'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5185'THE STATION IS LOCATED ABOUT 7.5 KM (4.6 MI)
 LW5185'NORTH OF FRENCHTOWN,
 LW5185'4.2 KM (2.6 MI) NORTHWEST OF EAST GREENWICH,AND
 LW5185'4.0 KM (2.5 MI) SOUTHEAST OF ARCTIC.
 LW5185'OWNERSHIP--STATE RIGHT OF WAY.
 LW5185'
 LW5185'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117 AND
 LW5185'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 4.5 KM (2.8 MI) NORTHWEST OF
 LW5185'EAST GREENWICH, GO SOUTH FOR 0.5 KM (0.3 MI) ON HIGHWAY 95 TO THE
 LW5185'TOP OF A SLOPE NEAR THE END OF AN ON RAMP FROM HIGHWAY 117 ONTO
 LW5185'HIGHWAY 95 SOUTHBOUND AND THE STATION ON THE RIGHT.
 LW5185'
 LW5185'THE STATION IS A STANDARD RIGS DISK
 LW5185'STAMPED---WK 007 1984---,
 LW5185'SET INTO A DRILL HOLE IN THE TOP OF A PARTIALLY EXPOSED BOULDER OF
 LW5185'0.9 METERS LARGEST DIMENSION.  LOCATED
 LW5185'22.8 METERS (75.0 FT) NORTH FROM A ROUND DROP INLET AT THE TOE OF A
 LW5185'SLOPE,
 LW5185'18.9 METERS (62.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 LW5185'HIGHWAY 117 RAMP ONTO HIGHWAY 95 SOUTHBOUND,
 LW5185'16.6 METERS (54.5 FT) NORTHWEST FROM AN ALUMINUM LIGHT POLE 95-35,
 LW5185'1.5 METERS (5.0 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5185'
 LW5185'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5185
 LW5185                          STATION RECOVERY (1984)
 LW5185
 LW5185'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5185'4.0 KM (2.5 MI) SE FROM ARCTIC.
 LW5185'THE STATION IS LOCATED ABOUT 7.5 KM (4.6 MI) NORTH OF FRENCHTOWN, 4.2
 LW5185'KM (2.6 MI) NORTHWEST OF EAST GREENWICH,AND 4.0 KM (2.5 MI) SOUTHEAST
 LW5185'OF ARCTIC.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5185'THE JUNCTION OF STATE HIGHWAY 117 AND INTERSTATE HIGHWAY 95, WHICH IS
 LW5185'ABOUT 4.5 KM (2.8 MI) NORTHWEST OF EAST GREENWICH, GO SOUTH FOR 0.5
 LW5185'KM (0.3 MI) ON HIGHWAY 95 TO THE TOP OF A SLOPE NEAR THE END OF AN ON
 LW5185'RAMP FROM HIGHWAY 117 ONTO HIGHWAY 95 SOUTHBOUND AND THE STATION ON
 LW5185'THE RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL HOLE
 LW5185'IN THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.9 METERS LARGEST
 LW5185'DIMENSION.  LOCATED 22.8 METERS (75.0 FT) NORTH FROM A ROUND DROP
 LW5185'INLET AT THE TOE OF A SLOPE, 18.9 METERS (62.0 FT) WEST-NORTHWEST
 LW5185'FROM THE CENTERLINE OF THE HIGHWAY 117 RAMP ONTO HIGHWAY 95
 LW5185'SOUTHBOUND, 16.6 METERS (54.5 FT) NORTHWEST FROM AN ALUMINUM LIGHT
 LW5185'POLE 95-35, 1.5 METERS (5.0 FT) EAST-SOUTHEAST FROM A FIBERGLASS
 LW5185'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5186 ***********************************************************************
 LW5186  DESIGNATION -  WK 008
 LW5186  PID         -  LW5186
 LW5186  STATE/COUNTY-  RI/KENT
 LW5186  USGS QUAD   -  EAST GREENWICH (1975)
 LW5186
 LW5186                         *CURRENT SURVEY CONTROL
 LW5186  ___________________________________________________________________
 LW5186* NAD 83(1996)-  41 42 42.47626(N)    071 28 19.16715(W)     ADJUSTED  
 LW5186* NAVD 88     -        25.756  (meters)      84.50   (feet)  ADJUSTED  
 LW5186  ___________________________________________________________________
 LW5186  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 LW5186  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW5186  DYNAMIC HT  -          25.748 (meters)      84.47  (feet)  COMP
 LW5186  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 LW5186
 LW5186  HORZ ORDER  -  SECOND
 LW5186  VERT ORDER  -  SECOND    CLASS II
 LW5186
 LW5186.The horizontal coordinates were established by classical geodetic methods
 LW5186.and adjusted by the National Geodetic Survey in August 1998..
 LW5186
 LW5186.The orthometric height was determined by differential leveling
 LW5186.and adjusted by the National Geodetic Survey in June 1991..
 LW5186
 LW5186.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5186
 LW5186.The geoid height was determined by GEOID03.
 LW5186
 LW5186.The dynamic height is computed by dividing the NAVD 88
 LW5186.geopotential number by the normal gravity value computed on the
 LW5186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5186.degrees latitude (g = 980.6199 gals.).
 LW5186
 LW5186.The modeled gravity was interpolated from observed gravity values.
 LW5186
 LW5186;                    North         East     Units Scale Factor Converg.
 LW5186;SPC RI       -    69,798.342   102,331.004   MT  0.99999382   +0 01 07.1
 LW5186;SPC RI       -   228,996.73    335,730.97   sFT  0.99999382   +0 01 07.1
 LW5186;UTM  19      - 4,620,731.275   294,347.003   MT  1.00012048   -1 38 43.4
 LW5186
 LW5186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5186!SPC RI       -   1.00000065  x   0.99999382  =   0.99999447
 LW5186!UTM  19      -   1.00000065  x   1.00012048  =   1.00012113
 LW5186
 LW5186:                Primary Azimuth Mark                     Grid Az
 LW5186:SPC RI       -  PONTIAC ST PAUL LUTH CH SPIRE            008 21 42.2
 LW5186:UTM  19      -  PONTIAC ST PAUL LUTH CH SPIRE            010 01 32.7
 LW5186
 LW5186|---------------------------------------------------------------------|
 LW5186| PID    Reference Object                     Distance      Geod. Az  |
 LW5186|                                                           dddmmss.s |
 LW5186| LW2574 PONTIAC ST PAUL LUTH CH SPIRE       APPROX. 1.3 KM 0082249.3 |
 LW5186| LW2534 CRANSTON MED CTR PASTEUR BLDG       APPROX. 3.6 KM 0111945.1 |
 LW5186| CS6852 WK 014                                             3322238.9 |
 LW5186|---------------------------------------------------------------------|
 LW5186
 LW5186                          SUPERSEDED SURVEY CONTROL
 LW5186
 LW5186  NAD 83(1996)-  41 42 42.47575(N)    071 28 19.16676(W) AD(       ) 2
 LW5186  NAD 83(1992)-  41 42 42.47484(N)    071 28 19.16632(W) AD(       ) 2
 LW5186  NAD 83(1992)-  41 42 42.47446(N)    071 28 19.16632(W) AD(       ) 2
 LW5186  NAD 83(1986)-  41 42 42.47452(N)    071 28 19.16584(W) AD(       ) 2
 LW5186  NGVD 29 (12/24/91)   26.01   (m)           85.3    (f) LEVELING    3  
 LW5186
 LW5186.Superseded values are not recommended for survey control.
 LW5186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5186.See file dsdata.txt to determine how the superseded data were derived.
 LW5186
 LW5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9434720731(NAD 83)
 LW5186_MARKER: DD = SURVEY DISK
 LW5186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5186_SP_SET: CONCRETE POST
 LW5186_STAMPING: WK 008 1984
 LW5186_MARK LOGO: RIGS  
 LW5186_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5186+STABILITY: SURFACE MOTION
 LW5186
 LW5186  HISTORY     - Date     Condition        Report By
 LW5186  HISTORY     - 1984     MONUMENTED       RIGS
 LW5186  HISTORY     - 1984     GOOD             RIGS
 LW5186  HISTORY     - 1985     GOOD             RIGS
 LW5186
 LW5186                          STATION DESCRIPTION
 LW5186
 LW5186'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5186'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI)
 LW5186'NORTH OF FRENCHTOWN,
 LW5186'5.6 KM (3.5 MI) NORTH-NORTHWEST OF EAST GREENWICH, AND
 LW5186'4.5 KM (2.8 MI) EAST OF ARCTIC.
 LW5186'OWNERSHIP--STATE RIGHT OF WAY.
 LW5186'
 LW5186'TO REACH THE STATION FROM THE DIVERGENCE OF INTERSTATE HIGHWAY 295
 LW5186'AND INTERSTATE HIGHWAY 95 NORTHBOUND, WHICH IS ABOUT 4.5 KM (2.8
 LW5186'MI) EAST OF ARCTIC, GO NORTH FOR 0.4 KM (0.25 MI) ON HIGHWAY 295 TO
 LW5186'THE STATION ON THE RIGHT.
 LW5186'
 LW5186'THE STATION IS A STANDARD RIGS DISK
 LW5186'STAMPED---WK 008 1984---,
 LW5186'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5186'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5186'9.3 METERS (30.5 FT) SOUTH-SOUTHWEST FROM AN ALUMINUM LIGHT POLE
 LW5186'295-14,
 LW5186'6.7 METERS (22.0 FT) EAST FROM THE CENTER OF THE THREE NORTHBOUND
 LW5186'LANES OF HIGHWAY 295,
 LW5186'1.2 METERS (4.0 FT) EAST FROM THE FACE OF THE GUARD RAIL,
 LW5186'1.1 METERS (3.5 FT) WEST FROM A FIBERGLASS WITNESS POST.
 LW5186'
 LW5186'AZIMUTH MARK NO. 1 IS A STANDARD RIGS DISK
 LW5186'STAMPED---WK 014 1984---,
 LW5186'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5186'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5186'88.5 METERS (26.95 FT) SOUTH FROM AN ALUMINUM LIGHT POLE 295/172,
 LW5186'27.0 METERS (8.25 FT) EAST FROM THE CENTERLINE OF INTERSTATE 295
 LW5186'NORTHBOUND,
 LW5186'24.0 METERS (7.3 FT) NORTH-NORTHEAST FROM THE CENTER OF A METAL
 LW5186'CATCH BASIN AT THE EDGE OF PAVEMENT,
 LW5186'2.3 METERS (1.7 FT) WEST FROM A FIBERGLASS WITNESS POST.
 LW5186'TO REACH THE AZIMUTH FROM THE STATION,
 LW5186'GO NORTH FOR 1.75 KM (1.1 MI) ON INTERSTATE HIGHWAY 295 NORTHBOUND
 LW5186'TO THE AZIMUTH ON THE RIGHT.
 LW5186'
 LW5186'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5186
 LW5186                          STATION RECOVERY (1984)
 LW5186
 LW5186'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5186'4.5 KM (2.8 MI) EAST FROM ARCTIC.
 LW5186'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) NORTH OF FRENCHTOWN, 5.6
 LW5186'KM (3.5 MI) NORTH-NORTHWEST OF EAST GREENWICH, AND 4.5 KM (2.8 MI)
 LW5186'EAST OF ARCTIC.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION
 LW5186'FROM THE DIVERGENCE OF INTERSTATE HIGHWAY 295 AND INTERSTATE HIGHWAY
 LW5186'95 NORTHBOUND, WHICH IS ABOUT 4.5 KM (2.8 MI) EAST OF ARCTIC, GO
 LW5186'NORTH FOR 0.4 KM (0.25 MI) ON HIGHWAY 295 TO THE STATION ON THE
 LW5186'RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW5186'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5186'9.3 METERS (30.5 FT) SOUTH-SOUTHWEST FROM AN ALUMINUM LIGHT POLE
 LW5186'295-14, 6.7 METERS (22.0 FT) EAST FROM THE CENTER OF THE THREE
 LW5186'NORTHBOUND LANES OF HIGHWAY 295, 1.2 METERS (4.0 FT) EAST FROM THE
 LW5186'FACE OF THE GUARD RAIL, 1.1 METERS (3.5 FT) WEST FROM A FIBERGLASS
 LW5186'WITNESS POST.
 LW5186
 LW5186                          STATION RECOVERY (1985)
 LW5186
 LW5186'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5186'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW5186'
 LW5186'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5187 ***********************************************************************
 LW5187  DESIGNATION -  WK 009
 LW5187  PID         -  LW5187
 LW5187  STATE/COUNTY-  RI/KENT
 LW5187  USGS QUAD   -  EAST GREENWICH (1975)
 LW5187
 LW5187                         *CURRENT SURVEY CONTROL
 LW5187  ___________________________________________________________________
 LW5187* NAD 83(1996)-  41 43 20.75738(N)    071 28 02.51006(W)     ADJUSTED  
 LW5187* NAVD 88     -        21.289  (meters)      69.85   (feet)  ADJUSTED  
 LW5187  ___________________________________________________________________
 LW5187  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 LW5187  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW5187  DYNAMIC HT  -          21.282 (meters)      69.82  (feet)  COMP
 LW5187  MODELED GRAV-     980,291.6   (mgal)                       NAVD 88
 LW5187
 LW5187  HORZ ORDER  -  SECOND
 LW5187  VERT ORDER  -  SECOND    CLASS II
 LW5187
 LW5187.The horizontal coordinates were established by classical geodetic methods
 LW5187.and adjusted by the National Geodetic Survey in August 1998..
 LW5187
 LW5187.The orthometric height was determined by differential leveling
 LW5187.and adjusted by the National Geodetic Survey in June 1991..
 LW5187
 LW5187.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5187
 LW5187.The geoid height was determined by GEOID03.
 LW5187
 LW5187.The dynamic height is computed by dividing the NAVD 88
 LW5187.geopotential number by the normal gravity value computed on the
 LW5187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5187.degrees latitude (g = 980.6199 gals.).
 LW5187
 LW5187.The modeled gravity was interpolated from observed gravity values.
 LW5187
 LW5187;                    North         East     Units Scale Factor Converg.
 LW5187;SPC RI       -    70,979.526   102,715.627   MT  0.99999384   +0 01 18.2
 LW5187;SPC RI       -   232,871.99    336,992.85   sFT  0.99999384   +0 01 18.2
 LW5187;UTM  19      - 4,621,900.937   294,765.820   MT  1.00011836   -1 38 33.6
 LW5187
 LW5187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5187!SPC RI       -   1.00000134  x   0.99999384  =   0.99999518
 LW5187!UTM  19      -   1.00000134  x   1.00011836  =   1.00011970
 LW5187
 LW5187                          SUPERSEDED SURVEY CONTROL
 LW5187
 LW5187  NAD 83(1996)-  41 43 20.75689(N)    071 28 02.50969(W) AD(       ) 2
 LW5187  NAD 83(1992)-  41 43 20.75596(N)    071 28 02.50922(W) AD(       ) 2
 LW5187  NAD 83(1992)-  41 43 20.75560(N)    071 28 02.50921(W) AD(       ) 2
 LW5187  NAD 83(1986)-  41 43 20.75568(N)    071 28 02.50888(W) AD(       ) 2
 LW5187  NGVD 29 (12/24/91)   21.55   (m)           70.7    (f) LEVELING    3  
 LW5187
 LW5187.Superseded values are not recommended for survey control.
 LW5187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5187.See file dsdata.txt to determine how the superseded data were derived.
 LW5187
 LW5187_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9476621901(NAD 83)
 LW5187_MARKER: DD = SURVEY DISK
 LW5187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5187_SP_SET: CONCRETE POST
 LW5187_STAMPING: WK 009 1984
 LW5187_MARK LOGO: RIGS  
 LW5187_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5187+STABILITY: SURFACE MOTION
 LW5187
 LW5187  HISTORY     - Date     Condition        Report By
 LW5187  HISTORY     - 1984     MONUMENTED       RIGS
 LW5187  HISTORY     - 1984     GOOD             RIGS
 LW5187
 LW5187                          STATION DESCRIPTION
 LW5187
 LW5187'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5187'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI)
 LW5187'SOUTH-SOUTHWEST OF CRANSTON,
 LW5187'6.9 KM (4.3 MI) NORTH OF EAST GREENWICH,AND
 LW5187'5.0 KM (3.1 MI) NORTHEAST OF ARCTIC.
 LW5187'OWNERSHIP--STATE RIGHT OF WAY.
 LW5187'
 LW5187'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW5187'STATE HIGHWAY 5, WHICH IS ABOUT 6.9 KM (4.3 MI) NORTH OF EAST
 LW5187'GREENWICH, GO TO THE SOUTHWEST END OF THE HIGHWAY 5 BRIDGE OVER
 LW5187'HIGHWAY 95 AND THE STATION ON THE LEFT.
 LW5187'
 LW5187'THE STATION IS A STANDARD RIGS DISK
 LW5187'STAMPED---WK 009 1984---,
 LW5187'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5187'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5187'10.1 METERS (33.2 FT) SOUTHWEST FROM THE CENTERLINE OF HIGHWAY 5,
 LW5187'6.2 METERS (20.2 FT) SOUTH FROM A DROP INLET GRATE AT THE
 LW5187'GUTTERLINE,
 LW5187'5.6 METERS (18.5 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST,
 LW5187'1.7 METERS (5.6 FT) WEST FROM AN ELECTRIC MANHOLE COVER.
 LW5187'
 LW5187'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5187
 LW5187                          STATION RECOVERY (1984)
 LW5187
 LW5187'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5187'5.0 KM (3.1 MI) NE FROM ARCTIC.
 LW5187'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) SOUTH-SOUTHWEST OF
 LW5187'CRANSTON, 6.9 KM (4.3 MI) NORTH OF EAST GREENWICH,AND 5.0 KM (3.1 MI)
 LW5187'NORTHEAST OF ARCTIC.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5187'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE HIGHWAY
 LW5187'5, WHICH IS ABOUT 6.9 KM (4.3 MI) NORTH OF EAST GREENWICH, GO TO THE
 LW5187'SOUTHWEST END OF THE HIGHWAY 5 BRIDGE OVER HIGHWAY 95 AND THE STATION
 LW5187'ON THE LEFT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF
 LW5187'A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 LW5187'LOCATED 10.1 METERS (33.2 FT) SOUTHWEST FROM THE CENTERLINE OF
 LW5187'HIGHWAY 5, 6.2 METERS (20.2 FT) SOUTH FROM A DROP INLET GRATE AT THE
 LW5187'GUTTERLINE, 5.6 METERS (18.5 FT) NORTHWEST FROM A FIBERGLASS WITNESS
 LW5187'POST, 1.7 METERS (5.6 FT) WEST FROM AN ELECTRIC MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5188 ***********************************************************************
 LW5188  DESIGNATION -  WK 010
 LW5188  PID         -  LW5188
 LW5188  STATE/COUNTY-  RI/KENT
 LW5188  USGS QUAD   -  EAST GREENWICH (1975)
 LW5188
 LW5188                         *CURRENT SURVEY CONTROL
 LW5188  ___________________________________________________________________
 LW5188* NAD 83(1996)-  41 43 41.31359(N)    071 27 29.99297(W)     ADJUSTED  
 LW5188* NAVD 88     -        14.758  (meters)      48.42   (feet)  ADJUSTED  
 LW5188  ___________________________________________________________________
 LW5188  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 LW5188  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW5188  DYNAMIC HT  -          14.753 (meters)      48.40  (feet)  COMP
 LW5188  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 LW5188
 LW5188  HORZ ORDER  -  SECOND
 LW5188  VERT ORDER  -  SECOND    CLASS II
 LW5188
 LW5188.The horizontal coordinates were established by classical geodetic methods
 LW5188.and adjusted by the National Geodetic Survey in August 1998..
 LW5188
 LW5188.The orthometric height was determined by differential leveling
 LW5188.and adjusted by the National Geodetic Survey in June 1991..
 LW5188
 LW5188.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5188
 LW5188.The geoid height was determined by GEOID03.
 LW5188
 LW5188.The dynamic height is computed by dividing the NAVD 88
 LW5188.geopotential number by the normal gravity value computed on the
 LW5188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5188.degrees latitude (g = 980.6199 gals.).
 LW5188
 LW5188.The modeled gravity was interpolated from observed gravity values.
 LW5188
 LW5188;                    North         East     Units Scale Factor Converg.
 LW5188;SPC RI       -    71,614.051   103,466.910   MT  0.99999390   +0 01 39.8
 LW5188;SPC RI       -   234,953.77    339,457.69   sFT  0.99999390   +0 01 39.8
 LW5188;UTM  19      - 4,622,513.447   295,535.312   MT  1.00011448   -1 38 12.6
 LW5188
 LW5188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5188!SPC RI       -   1.00000236  x   0.99999390  =   0.99999626
 LW5188!UTM  19      -   1.00000236  x   1.00011448  =   1.00011684
 LW5188
 LW5188                          SUPERSEDED SURVEY CONTROL
 LW5188
 LW5188  NAD 83(1996)-  41 43 41.31313(N)    071 27 29.99260(W) AD(       ) 2
 LW5188  NAD 83(1992)-  41 43 41.31216(N)    071 27 29.99213(W) AD(       ) 2
 LW5188  NAD 83(1992)-  41 43 41.31182(N)    071 27 29.99211(W) AD(       ) 2
 LW5188  NAD 83(1986)-  41 43 41.31194(N)    071 27 29.99184(W) AD(       ) 2
 LW5188  NGVD 29 (12/24/91)   15.01   (m)           49.2    (f) LEVELING    3  
 LW5188
 LW5188.Superseded values are not recommended for survey control.
 LW5188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5188.See file dsdata.txt to determine how the superseded data were derived.
 LW5188
 LW5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9553522513(NAD 83)
 LW5188_MARKER: DD = SURVEY DISK
 LW5188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5188_SP_SET: CONCRETE POST
 LW5188_STAMPING: WK 010 1984
 LW5188_MARK LOGO: RIGS  
 LW5188_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5188+STABILITY: SURFACE MOTION
 LW5188
 LW5188  HISTORY     - Date     Condition        Report By
 LW5188  HISTORY     - 1984     MONUMENTED       RIGS
 LW5188  HISTORY     - 1984     GOOD             RIGS
 LW5188
 LW5188                          STATION DESCRIPTION
 LW5188
 LW5188'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5188'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI)
 LW5188'NORTH-NORTHWEST OF EAST GREENWICH,
 LW5188'6.1 KM (3.8 MI) EAST-NORTHEAST OF ARCTIC, AND
 LW5188'5.6 KM (3.5 MI) SOUTH OF CRANSTON.
 LW5188'OWNERSHIP--STATE RIGHT OF WAY.
 LW5188'
 LW5188'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW5188'HIGHWAY 113, WHICH IS ABOUT 5.0 KM (3.1 MI) NORTH-NORTHWEST OF
 LW5188'EAST GREENWICH, GO NORTH FOR 1.5 KM (0.95 MI) ON HIGHWAY 95 TO THE
 LW5188'GREEN AIRPORT CONNECTOR BRIDGE OVER HIGHWAY 95 AND THE STATION AT
 LW5188'THE TOP OF THE SLOPE.
 LW5188'
 LW5188'THE STATION IS A STANDARD RIGS DISK
 LW5188'STAMPED---WK 010 1984---,
 LW5188'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5188'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5188'21.4 METERS (70.3 FT) NORTHWEST FROM AN ALUMINUM LIGHT POLE R 169,
 LW5188'10.5 METERS (34.4 FT) SOUTHWEST FROM THE CENTERLINE BARRIER OF THE
 LW5188'AIRPORT CONNECTOR ROAD,
 LW5188'8.4 METERS (27.6 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE
 LW5188'SOUTHEAST CONCRETE BRIDGE ENDWALL,
 LW5188'1.0 METERS (3.3 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5188'
 LW5188'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5188
 LW5188                          STATION RECOVERY (1984)
 LW5188
 LW5188'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5188'5.6 KM (3.5 MI) SOUTH FROM CRANSTON.
 LW5188'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) NORTH-NORTHWEST OF EAST
 LW5188'GREENWICH, 6.1 KM (3.8 MI) EAST-NORTHEAST OF ARCTIC, AND 5.6 KM (3.5
 LW5188'MI) SOUTH OF CRANSTON.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5188'STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE HIGHWAY 113,
 LW5188'WHICH IS ABOUT 5.0 KM (3.1 MI) NORTH-NORTHWEST OF EAST GREENWICH, GO
 LW5188'NORTH FOR 1.5 KM (0.95 MI) ON HIGHWAY 95 TO THE GREEN AIRPORT
 LW5188'CONNECTOR BRIDGE OVER HIGHWAY 95 AND THE STATION AT THE TOP OF THE
 LW5188'SLOPE.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW5188'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5188'21.4 METERS (70.3 FT) NORTHWEST FROM AN ALUMINUM LIGHT POLE R 169,
 LW5188'10.5 METERS (34.4 FT) SOUTHWEST FROM THE CENTERLINE BARRIER OF THE
 LW5188'AIRPORT CONNECTOR ROAD, 8.4 METERS (27.6 FT) SOUTH FROM THE SOUTHEAST
 LW5188'CORNER OF THE SOUTHEAST CONCRETE BRIDGE ENDWALL, 1.0 METERS (3.3 FT)
 LW5188'NORTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5189 ***********************************************************************
 LW5189  DESIGNATION -  WK 011
 LW5189  PID         -  LW5189
 LW5189  STATE/COUNTY-  RI/KENT
 LW5189  USGS QUAD   -  EAST GREENWICH (1975)
 LW5189
 LW5189                         *CURRENT SURVEY CONTROL
 LW5189  ___________________________________________________________________
 LW5189* NAD 83(1996)-  41 43 23.35785(N)    071 26 39.96977(W)     ADJUSTED  
 LW5189* NAVD 88     -        25.622  (meters)      84.06   (feet)  ADJUSTED  
 LW5189  ___________________________________________________________________
 LW5189  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 LW5189  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW5189  DYNAMIC HT  -          25.613 (meters)      84.03  (feet)  COMP
 LW5189  MODELED GRAV-     980,295.4   (mgal)                       NAVD 88
 LW5189
 LW5189  HORZ ORDER  -  SECOND
 LW5189  VERT ORDER  -  SECOND    CLASS II
 LW5189
 LW5189.The horizontal coordinates were established by classical geodetic methods
 LW5189.and adjusted by the National Geodetic Survey in August 1998..
 LW5189
 LW5189.The orthometric height was determined by differential leveling
 LW5189.and adjusted by the National Geodetic Survey in June 1991..
 LW5189
 LW5189.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5189
 LW5189.The geoid height was determined by GEOID03.
 LW5189
 LW5189.The dynamic height is computed by dividing the NAVD 88
 LW5189.geopotential number by the normal gravity value computed on the
 LW5189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5189.degrees latitude (g = 980.6199 gals.).
 LW5189
 LW5189.The modeled gravity was interpolated from observed gravity values.
 LW5189
 LW5189;                    North         East     Units Scale Factor Converg.
 LW5189;SPC RI       -    71,060.733   104,623.387   MT  0.99999401   +0 02 13.1
 LW5189;SPC RI       -   233,138.42    343,251.90   sFT  0.99999401   +0 02 13.1
 LW5189;UTM  19      - 4,621,926.702   296,675.362   MT  1.00010875   -1 37 38.7
 LW5189
 LW5189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5189!SPC RI       -   1.00000066  x   0.99999401  =   0.99999467
 LW5189!UTM  19      -   1.00000066  x   1.00010875  =   1.00010941
 LW5189
 LW5189:                Primary Azimuth Mark                     Grid Az
 LW5189:SPC RI       -  TF GREEN AIRPORT BEACON                  091 14 34.8
 LW5189:UTM  19      -  TF GREEN AIRPORT BEACON                  092 54 26.6
 LW5189
 LW5189|---------------------------------------------------------------------|
 LW5189| PID    Reference Object                     Distance      Geod. Az  |
 LW5189|                                                           dddmmss.s |
 LW5189| LW5724 TF GREEN AIRPORT BEACON             486.394 METERS 0911647.9 |
 LW5189| LW2557 WARWICK NECK SEM WATER TOWER        APPROX. 7.1 KM 1281846.3 |
 LW5189| LW2534 CRANSTON MED CTR PASTEUR BLDG       APPROX. 2.8 KM 3254746.1 |
 LW5189|---------------------------------------------------------------------|
 LW5189
 LW5189                          SUPERSEDED SURVEY CONTROL
 LW5189
 LW5189  NAD 83(1996)-  41 43 23.35740(N)    071 26 39.96938(W) AD(       ) 2
 LW5189  NAD 83(1992)-  41 43 23.35642(N)    071 26 39.96892(W) AD(       ) 2
 LW5189  NAD 83(1992)-  41 43 23.35607(N)    071 26 39.96889(W) AD(       ) 2
 LW5189  NAD 83(1986)-  41 43 23.35624(N)    071 26 39.96854(W) AD(       ) 2
 LW5189  NGVD 29 (12/24/91)   25.88   (m)           84.9    (f) LEVELING    3  
 LW5189
 LW5189.Superseded values are not recommended for survey control.
 LW5189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5189.See file dsdata.txt to determine how the superseded data were derived.
 LW5189
 LW5189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9667521927(NAD 83)
 LW5189_MARKER: DD = SURVEY DISK
 LW5189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5189_SP_SET: CONCRETE POST
 LW5189_STAMPING: WK 011 1984
 LW5189_MARK LOGO: RIGS  
 LW5189_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5189+STABILITY: SURFACE MOTION
 LW5189
 LW5189  HISTORY     - Date     Condition        Report By
 LW5189  HISTORY     - 1984     MONUMENTED       RIGS
 LW5189  HISTORY     - 1984     GOOD             RIGS
 LW5189
 LW5189                          STATION DESCRIPTION
 LW5189
 LW5189'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5189'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI)
 LW5189'NORTHEAST OF ARCTIC,
 LW5189'3.3 KM (2.05 MI) SOUTHWEST OF HOXIE, AND
 LW5189'3.15 KM (1.9 MI) NORTHEAST OF APPONAUG.
 LW5189'OWNERSHIP--STATE RIGHT OF WAY.
 LW5189'
 LW5189'TO REACH THE STATION FROM THE AIRPORT CONNECTOR ROAD BRIDGE OVER
 LW5189'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 3.3 KM (2.05 MI) NORTH OF
 LW5189'APPONAUG, GO EAST FOR 1.5 KM (0.9 MI) ON THE AIPORT CONNECTOR ROAD
 LW5189'TO THE TOP OF A SLOPE AND THE STATION ON THE RIGHT.
 LW5189'
 LW5189'THE STATION IS A STANDARD RIGS DISK
 LW5189'STAMPED---WK 011 1984---,
 LW5189'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5189'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5189'35.1 METERS (115.0 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 LW5189'THE SOUTHEAST CONCRETE BRIDGE ENDWALL OF THE AIRPORT CONNECTOR ROAD
 LW5189'BRIDGE OVER JEFFERSON BOULEVARD,
 LW5189'14.0 METERS (46.0 FT) SOUTH FROM THE JERSEY BARRIER MEDIAN,
 LW5189'0.75 METERS (2.5 FT) NORTH-NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5189'
 LW5189'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5189
 LW5189                          STATION RECOVERY (1984)
 LW5189
 LW5189'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5189'3.15 KM (1.9 MI) NE FROM APPONAUG.
 LW5189'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) NORTHEAST OF ARCTIC, 3.3
 LW5189'KM (2.05 MI) SOUTHWEST OF HOXIE, AND 3.15 KM (1.9 MI) NORTHEAST OF
 LW5189'APPONAUG.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5189'THE AIRPORT CONNECTOR ROAD BRIDGE OVER INTERSTATE HIGHWAY 95, WHICH
 LW5189'IS ABOUT 3.3 KM (2.05 MI) NORTH OF APPONAUG, GO EAST FOR 1.5 KM (0.9
 LW5189'MI) ON THE AIPORT CONNECTOR ROAD TO THE TOP OF A SLOPE AND THE
 LW5189'STATION ON THE RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO
 LW5189'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 LW5189'GROUND.  LOCATED 35.1 METERS (115.0 FT) EAST-SOUTHEAST FROM THE
 LW5189'SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE BRIDGE ENDWALL OF THE
 LW5189'AIRPORT CONNECTOR ROAD BRIDGE OVER JEFFERSON BOULEVARD, 14.0 METERS
 LW5189'(46.0 FT) SOUTH FROM THE JERSEY BARRIER MEDIAN, 0.75 METERS (2.5 FT)
 LW5189'NORTH-NORTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5190 ***********************************************************************
 LW5190  DESIGNATION -  WK 012
 LW5190  PID         -  LW5190
 LW5190  STATE/COUNTY-  RI/KENT
 LW5190  USGS QUAD   -  EAST GREENWICH (1975)
 LW5190
 LW5190                         *CURRENT SURVEY CONTROL
 LW5190  ___________________________________________________________________
 LW5190* NAD 83(1996)-  41 43 41.09375(N)    071 26 29.36665(W)     ADJUSTED  
 LW5190* NAVD 88     -        27.056  (meters)      88.77   (feet)  ADJUSTED  
 LW5190  ___________________________________________________________________
 LW5190  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 LW5190  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW5190  DYNAMIC HT  -          27.047 (meters)      88.74  (feet)  COMP
 LW5190  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 LW5190
 LW5190  HORZ ORDER  -  SECOND
 LW5190  VERT ORDER  -  SECOND    CLASS II
 LW5190
 LW5190.The horizontal coordinates were established by classical geodetic methods
 LW5190.and adjusted by the National Geodetic Survey in August 1998..
 LW5190
 LW5190.The orthometric height was determined by differential leveling
 LW5190.and adjusted by the National Geodetic Survey in June 1991..
 LW5190
 LW5190.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5190
 LW5190.The geoid height was determined by GEOID03.
 LW5190
 LW5190.The dynamic height is computed by dividing the NAVD 88
 LW5190.geopotential number by the normal gravity value computed on the
 LW5190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5190.degrees latitude (g = 980.6199 gals.).
 LW5190
 LW5190.The modeled gravity was interpolated from observed gravity values.
 LW5190
 LW5190;                    North         East     Units Scale Factor Converg.
 LW5190;SPC RI       -    71,608.084   104,868.089   MT  0.99999404   +0 02 20.2
 LW5190;SPC RI       -   234,934.19    344,054.72   sFT  0.99999404   +0 02 20.2
 LW5190;UTM  19      - 4,622,466.776   296,935.890   MT  1.00010745   -1 37 32.2
 LW5190
 LW5190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5190!SPC RI       -   1.00000043  x   0.99999404  =   0.99999447
 LW5190!UTM  19      -   1.00000043  x   1.00010745  =   1.00010788
 LW5190
 LW5190:                Primary Azimuth Mark                     Grid Az
 LW5190:SPC RI       -  WARWICK NECK SEM WATER TOWER             132 52 14.0
 LW5190:UTM  19      -  WARWICK NECK SEM WATER TOWER             134 32 06.4
 LW5190
 LW5190|---------------------------------------------------------------------|
 LW5190| PID    Reference Object                     Distance      Geod. Az  |
 LW5190|                                                           dddmmss.s |
 LW5190| LW2557 WARWICK NECK SEM WATER TOWER        APPROX. 7.3 KM 1325434.2 |
 LW5190| LW5724 TF GREEN AIRPORT BEACON             APPROX. 0.6 KM 1563734.2 |
 LW5190|---------------------------------------------------------------------|
 LW5190
 LW5190                          SUPERSEDED SURVEY CONTROL
 LW5190
 LW5190  NAD 83(1996)-  41 43 41.09329(N)    071 26 29.36626(W) AD(       ) 2
 LW5190  NAD 83(1992)-  41 43 41.09232(N)    071 26 29.36580(W) AD(       ) 2
 LW5190  NAD 83(1992)-  41 43 41.09196(N)    071 26 29.36575(W) AD(       ) 2
 LW5190  NAD 83(1986)-  41 43 41.09215(N)    071 26 29.36542(W) AD(       ) 2
 LW5190  NGVD 29 (12/24/91)   27.31   (m)           89.6    (f) LEVELING    3  
 LW5190
 LW5190.Superseded values are not recommended for survey control.
 LW5190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5190.See file dsdata.txt to determine how the superseded data were derived.
 LW5190
 LW5190_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9693622467(NAD 83)
 LW5190_MARKER: DD = SURVEY DISK
 LW5190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5190_SP_SET: CONCRETE POST
 LW5190_STAMPING: WK 012 1984
 LW5190_MARK LOGO: RIGS  
 LW5190_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5190+STABILITY: SURFACE MOTION
 LW5190
 LW5190  HISTORY     - Date     Condition        Report By
 LW5190  HISTORY     - 1985     MONUMENTED       RIGS
 LW5190  HISTORY     - 1985     GOOD             RIGS
 LW5190
 LW5190                          STATION DESCRIPTION
 LW5190
 LW5190'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW5190'THE STATION IS LOCATED ABOUT 7.3 KM (4.55 MI)
 LW5190'NORTHEAST OF ARCTIC,
 LW5190'3.5 KM (2.2 MI) NORTH-NORTHEAST OF APPONAUG, AND
 LW5190'2.9 KM (1.8 MI) WEST-SOUTHWEST OF HOXIE.
 LW5190'OWNERSHIP--STATE RIGHT OF WAY.
 LW5190'
 LW5190'TO REACH THE STATION FROM THE INTERSECTION OF THE TERMINATION OF
 LW5190'THE AIRPORT CONNECTOR ROAD AND US HIGHWAY 1, WHICH IS ABOUT 2.8
 LW5190'KM (1.7 MI) SOUTHWEST OF HOXIE, GO WEST FOR (0.15 MI) ON
 LW5190'CORONADO ROAD TO THE BRIDGE OVER PENN CENTRAL RAILROAD AND THE
 LW5190'STATION ON THE LEFT.
 LW5190'
 LW5190'THE STATION IS A STANDARD RIGS DISK
 LW5190'STAMPED---WK 012 1984---,
 LW5190'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5190'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5190'7.3 METERS (24.0 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE
 LW5190'CORONADO ROAD BRIDGE,
 LW5190'4.6 METERS (15.0 FT) SOUTH FROM THE EAST END OF THE CONCRETE
 LW5190'ENDWALL AT THE SOUTHEAST CORNER OF THE BRIDGE,
 LW5190'0.9 METERS (3.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
 LW5190'
 LW5190'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5190
 LW5190                          STATION RECOVERY (1985)
 LW5190
 LW5190'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW5190'2.9 KM (1.8 MI) WSW FROM HOXIE.
 LW5190'THE STATION IS LOCATED ABOUT 7.3 KM (4.55 MI) NORTHEAST OF ARCTIC,
 LW5190'3.5 KM (2.2 MI) NORTH-NORTHEAST OF APPONAUG, AND 2.9 KM (1.8 MI)
 LW5190'WEST-SOUTHWEST OF HOXIE.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH
 LW5190'THE STATION FROM THE INTERSECTION OF THE TERMINATION OF THE AIRPORT
 LW5190'CONNECTOR ROAD AND US HIGHWAY 1, WHICH IS ABOUT 2.8 KM (1.7 MI)
 LW5190'SOUTHWEST OF HOXIE, GO WEST FOR (0.15 MI) ON CORONADO ROAD TO THE
 LW5190'BRIDGE OVER PENN CENTRAL RAILROAD AND THE STATION ON THE LEFT.  THE
 LW5190'STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE
 LW5190'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 7.3 METERS
 LW5190'(24.0 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE CORONADO ROAD
 LW5190'BRIDGE, 4.6 METERS (15.0 FT) SOUTH FROM THE EAST END OF THE CONCRETE
 LW5190'ENDWALL AT THE SOUTHEAST CORNER OF THE BRIDGE, 0.9 METERS (3.0 FT)
 LW5190'EAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5193 ***********************************************************************
 LW5193  DESIGNATION -  WK 013
 LW5193  PID         -  LW5193
 LW5193  STATE/COUNTY-  RI/KENT
 LW5193  USGS QUAD   -  EAST GREENWICH (1975)
 LW5193
 LW5193                         *CURRENT SURVEY CONTROL
 LW5193  ___________________________________________________________________
 LW5193* NAD 83(1996)-  41 44 14.42780(N)    071 26 51.43584(W)     ADJUSTED  
 LW5193* NAVD 88     -        15.350  (meters)      50.36   (feet)  ADJUSTED  
 LW5193  ___________________________________________________________________
 LW5193  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 LW5193  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW5193  DYNAMIC HT  -          15.345 (meters)      50.34  (feet)  COMP
 LW5193  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 LW5193
 LW5193  HORZ ORDER  -  SECOND
 LW5193  VERT ORDER  -  SECOND    CLASS II
 LW5193
 LW5193.The horizontal coordinates were established by classical geodetic methods
 LW5193.and adjusted by the National Geodetic Survey in August 1998..
 LW5193
 LW5193.The orthometric height was determined by differential leveling
 LW5193.and adjusted by the National Geodetic Survey in June 1991..
 LW5193
 LW5193.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5193
 LW5193.The geoid height was determined by GEOID03.
 LW5193
 LW5193.The dynamic height is computed by dividing the NAVD 88
 LW5193.geopotential number by the normal gravity value computed on the
 LW5193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5193.degrees latitude (g = 980.6199 gals.).
 LW5193
 LW5193.The modeled gravity was interpolated from observed gravity values.
 LW5193
 LW5193;                    North         East     Units Scale Factor Converg.
 LW5193;SPC RI       -    72,636.179   104,357.408   MT  0.99999398   +0 02 05.5
 LW5193;SPC RI       -   238,307.20    342,379.26   sFT  0.99999398   +0 02 05.5
 LW5193;UTM  19      - 4,623,509.393   296,455.235   MT  1.00010986   -1 37 47.9
 LW5193
 LW5193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5193!SPC RI       -   1.00000227  x   0.99999398  =   0.99999625
 LW5193!UTM  19      -   1.00000227  x   1.00010986  =   1.00011213
 LW5193
 LW5193                          SUPERSEDED SURVEY CONTROL
 LW5193
 LW5193  NAD 83(1996)-  41 44 14.42739(N)    071 26 51.43548(W) AD(       ) 2
 LW5193  NAD 83(1992)-  41 44 14.42637(N)    071 26 51.43500(W) AD(       ) 2
 LW5193  NAD 83(1992)-  41 44 14.42605(N)    071 26 51.43498(W) AD(       ) 2
 LW5193  NAD 83(1986)-  41 44 14.42610(N)    071 26 51.43483(W) AD(       ) 2
 LW5193  NGVD 29 (12/24/91)   15.60   (m)           51.2    (f) LEVELING    3  
 LW5193
 LW5193.Superseded values are not recommended for survey control.
 LW5193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5193.See file dsdata.txt to determine how the superseded data were derived.
 LW5193
 LW5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9645523509(NAD 83)
 LW5193_MARKER: DD = SURVEY DISK
 LW5193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5193_SP_SET: CONCRETE POST
 LW5193_STAMPING: WK 013 1984
 LW5193_MARK LOGO: RIGS  
 LW5193_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5193+STABILITY: SURFACE MOTION
 LW5193
 LW5193  HISTORY     - Date     Condition        Report By
 LW5193  HISTORY     - 1984     MONUMENTED       RIGS
 LW5193  HISTORY     - 1984     GOOD             RIGS
 LW5193
 LW5193                          STATION DESCRIPTION
 LW5193
 LW5193'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5193'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI)
 LW5193'NORTH-NORTHEAST OF FRENCHTOWN,
 LW5193'8.4 KM (5.2 MI) NORTH OF EAST GREENWICH,AND
 LW5193'7.2 KM (4.5 MI) NORTHEAST OF ARCTIC.
 LW5193'OWNERSHIP--STATE RIGHT OF WAY.
 LW5193'
 LW5193'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW5193'STATE HIGHWAY 5, WHICH IS ABOUT 6.9 KM (4.3 MI) NORTH OF EAST
 LW5193'GREENWICH CENTER, GO NORTH FOR 2.25 KM (1.4 MI) ON HIGHWAY 95 TO
 LW5193'THE SERVICE ROAD OVERPASS AND THE STATION ON THE RIGHT AT THE TOP
 LW5193'OF A SLOPE.
 LW5193'
 LW5193'THE STATION IS A STANDARD RIGS DISK
 LW5193'STAMPED---WK 013 1984---,
 LW5193'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5193'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5193'6.7 METERS (22.0 FT) SOUTHWEST FROM THE CENTERLINE OF A SERVICE
 LW5193'ROAD,
 LW5193'5.8 METERS (19.0 FT) NORTHWEST FROM A NECO POLE 12,
 LW5193'1.3 METERS (4.3 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 LW5193'SOUTHEAST CONCRETE BRIDGE ENDWALL,
 LW5193'1.0 METERS (3.3 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 LW5193'
 LW5193'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5193
 LW5193                          STATION RECOVERY (1984)
 LW5193
 LW5193'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5193'7.2 KM (4.5 MI) NE FROM ARCTIC.
 LW5193'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI) NORTH-NORTHEAST OF
 LW5193'FRENCHTOWN, 8.4 KM (5.2 MI) NORTH OF EAST GREENWICH,AND 7.2 KM (4.5
 LW5193'MI) NORTHEAST OF ARCTIC.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH
 LW5193'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE
 LW5193'HIGHWAY 5, WHICH IS ABOUT 6.9 KM (4.3 MI) NORTH OF EAST GREENWICH
 LW5193'CENTER, GO NORTH FOR 2.25 KM (1.4 MI) ON HIGHWAY 95 TO THE SERVICE
 LW5193'ROAD OVERPASS AND THE STATION ON THE RIGHT AT THE TOP OF A SLOPE.
 LW5193'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5193'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 6.7
 LW5193'METERS (22.0 FT) SOUTHWEST FROM THE CENTERLINE OF A SERVICE ROAD, 5.8
 LW5193'METERS (19.0 FT) NORTHWEST FROM A NECO POLE 12, 1.3 METERS (4.3 FT)
 LW5193'SOUTHWEST FROM THE SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE BRIDGE
 LW5193'ENDWALL, 1.0 METERS (3.3 FT) NORTHEAST FROM A FIBERGLASS WITNESS
 LW5193'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5234 ***********************************************************************
 LW5234  DESIGNATION -  WK 014
 LW5234  PID         -  LW5234
 LW5234  STATE/COUNTY-  RI/KENT
 LW5234  USGS QUAD   -  EAST GREENWICH (1975)
 LW5234
 LW5234                         *CURRENT SURVEY CONTROL
 LW5234  ___________________________________________________________________
 LW5234* NAD 83(1996)-  41 43 32.50183(N)    071 28 54.11231(W)     ADJUSTED  
 LW5234* NAVD 88     -        21.302  (meters)      69.89   (feet)  ADJUSTED  
 LW5234  ___________________________________________________________________
 LW5234  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LW5234  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW5234  DYNAMIC HT  -          21.295 (meters)      69.87  (feet)  COMP
 LW5234  MODELED GRAV-     980,289.9   (mgal)                       NAVD 88
 LW5234
 LW5234  HORZ ORDER  -  SECOND
 LW5234  VERT ORDER  -  SECOND    CLASS II
 LW5234
 LW5234.The horizontal coordinates were established by classical geodetic methods
 LW5234.and adjusted by the National Geodetic Survey in August 1998..
 LW5234
 LW5234.The orthometric height was determined by differential leveling
 LW5234.and adjusted by the National Geodetic Survey in June 1991..
 LW5234
 LW5234.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5234
 LW5234.The geoid height was determined by GEOID03.
 LW5234
 LW5234.The dynamic height is computed by dividing the NAVD 88
 LW5234.geopotential number by the normal gravity value computed on the
 LW5234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5234.degrees latitude (g = 980.6199 gals.).
 LW5234
 LW5234.The modeled gravity was interpolated from observed gravity values.
 LW5234
 LW5234;                    North         East     Units Scale Factor Converg.
 LW5234;SPC RI       -    71,341.513   101,522.831   MT  0.99999378   +0 00 43.9
 LW5234;SPC RI       -   234,059.61    333,079.49   sFT  0.99999378   +0 00 43.9
 LW5234;UTM  19      - 4,622,297.468   293,583.891   MT  1.00012434   -1 39 08.3
 LW5234
 LW5234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5234!SPC RI       -   1.00000134  x   0.99999378  =   0.99999512
 LW5234!UTM  19      -   1.00000134  x   1.00012434  =   1.00012568
 LW5234
 LW5234:                Primary Azimuth Mark                     Grid Az
 LW5234:SPC RI       -  CRANSTON RI MEDICAL CTR TANK             031 18 06.2
 LW5234:UTM  19      -  CRANSTON RI MEDICAL CTR TANK             032 57 58.4
 LW5234
 LW5234|---------------------------------------------------------------------|
 LW5234| PID    Reference Object                     Distance      Geod. Az  |
 LW5234|                                                           dddmmss.s |
 LW5234| LW2542 CRANSTON RI MEDICAL CTR TANK        APPROX. 2.6 KM 0311850.1 |
 LW5234|---------------------------------------------------------------------|
 LW5234
 LW5234                          SUPERSEDED SURVEY CONTROL
 LW5234
 LW5234  NAD 83(1996)-  41 43 32.50137(N)    071 28 54.11196(W) AD(       ) 2
 LW5234  NAD 83(1992)-  41 43 32.50042(N)    071 28 54.11148(W) AD(       ) 2
 LW5234  NAD 83(1992)-  41 43 32.50008(N)    071 28 54.11149(W) AD(       ) 2
 LW5234  NAD 83(1986)-  41 43 32.49999(N)    071 28 54.11123(W) AD(       ) 2
 LW5234  NGVD 29 (12/24/91)   21.56   (m)           70.7    (f) LEVELING    3  
 LW5234
 LW5234.Superseded values are not recommended for survey control.
 LW5234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5234.See file dsdata.txt to determine how the superseded data were derived.
 LW5234
 LW5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9358422297(NAD 83)
 LW5234_MARKER: DD = SURVEY DISK
 LW5234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5234_SP_SET: CONCRETE POST
 LW5234_STAMPING: WK 014 1984
 LW5234_MARK LOGO: RIGS  
 LW5234_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5234+STABILITY: SURFACE MOTION
 LW5234
 LW5234  HISTORY     - Date     Condition        Report By
 LW5234  HISTORY     - 1984     MONUMENTED       RIGS
 LW5234  HISTORY     - 1984     GOOD             RIGS
 LW5234
 LW5234                          STATION DESCRIPTION
 LW5234
 LW5234'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5234'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI)
 LW5234'NORTHEAST OF ARCTIC CENTER.
 LW5234'OWNERSHIP--STATE RIGHT OF WAY.
 LW5234'
 LW5234'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAYS
 LW5234'95 NORTH 295 NORTH, GO NORTH FOR 2.25 KM (1.4 MI) ON INTERSTATE
 LW5234'HIGHWAY 295 TO THE STATION ON THE RIGHT.
 LW5234'
 LW5234'THE STATION IS A STANDARD RIGS DISK
 LW5234'STAMPED---WK 014 1984---,
 LW5234'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5234'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5234'26.95 METERS (88.5 FT) SOUTH FROM AN ALUMINUM LIGHT POLE 295  172,
 LW5234'8.25 METERS (27.0 FT) EAST FROM THE CENTERLINE OF INTERSTATE 295
 LW5234'NORTH,
 LW5234'7.3 METERS (24.0 FT) NORTH-NORTHEAST FROM THE CENTER OF A SQUARE
 LW5234'METAL CATCH BASIN AT THE EDGE OF PAVEMENT,
 LW5234'1.7 METERS (2.3 FT) WEST FROM A FIBERGLASS WITNESS POST.
 LW5234'
 LW5234'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5234
 LW5234                          STATION RECOVERY (1984)
 LW5234
 LW5234'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5234'4.3 KM (2.7 MI) NE FROM ARCTIC CENTER.
 LW5234'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) NORTHEAST OF ARCTIC
 LW5234'CENTER ON THE EAST SIDE OF I-295.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5234'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAYS 95
 LW5234'NORTH 295 NORTH, GO NORTH FOR 2.25 KM (1.4 MI) ON INTERSTATE HIGHWAY
 LW5234'295 TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD RIGS DISK
 LW5234'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 LW5234'WITH GROUND.  LOCATED 26.95 METERS (88.5 FT) SOUTH FROM AN ALUMINUM
 LW5234'LIGHT POLE 295 172, 8.25 METERS (27.0 FT) EAST FROM THE CENTERLINE OF
 LW5234'INTERSTATE 295 NORTH, 7.3 METERS (24.0 FT) NORTH-NORTHEAST FROM THE
 LW5234'CENTER OF A SQUARE METAL CATCH BASIN AT THE EDGE OF PAVEMENT, 1.7
 LW5234'METERS (2.3 FT) WEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5194 ***********************************************************************
 LW5194  CBN         -  This is a Cooperative Base Network Control Station.
 LW5194  DESIGNATION -  WK 015
 LW5194  PID         -  LW5194
 LW5194  STATE/COUNTY-  RI/KENT
 LW5194  USGS QUAD   -  EAST GREENWICH (1975)
 LW5194
 LW5194                         *CURRENT SURVEY CONTROL
 LW5194  ___________________________________________________________________
 LW5194* NAD 83(1996)-  41 44 53.46129(N)    071 26 36.23395(W)     ADJUSTED  
 LW5194* NAVD 88     -        16.273  (meters)      53.39   (feet)  ADJUSTED  
 LW5194  ___________________________________________________________________
 LW5194  X           -   1,516,629.494 (meters)                     COMP
 LW5194  Y           -  -4,517,890.525 (meters)                     COMP
 LW5194  Z           -   4,224,768.443 (meters)                     COMP
 LW5194  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 LW5194  ELLIP HEIGHT-         -13.49  (meters)          (06/22/01) GPS OBS
 LW5194  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW5194  DYNAMIC HT  -          16.267 (meters)      53.37  (feet)  COMP
 LW5194  MODELED GRAV-     980,299.2   (mgal)                       NAVD 88
 LW5194
 LW5194  HORZ ORDER  -  A
 LW5194  VERT ORDER  -  SECOND    CLASS II
 LW5194  ELLP ORDER  -  FOURTH    CLASS I
 LW5194
 LW5194.The horizontal coordinates were established by GPS observations
 LW5194.and adjusted by the National Geodetic Survey in June 2001..
 LW5194
 LW5194.The orthometric height was determined by differential leveling
 LW5194.and adjusted by the National Geodetic Survey in June 1991..
 LW5194
 LW5194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5194
 LW5194.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5194
 LW5194.The ellipsoidal height was determined by GPS observations
 LW5194.and is referenced to NAD 83.
 LW5194
 LW5194.The geoid height was determined by GEOID03.
 LW5194
 LW5194.The dynamic height is computed by dividing the NAVD 88
 LW5194.geopotential number by the normal gravity value computed on the
 LW5194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5194.degrees latitude (g = 980.6199 gals.).
 LW5194
 LW5194.The modeled gravity was interpolated from observed gravity values.
 LW5194
 LW5194;                    North         East     Units Scale Factor Converg.
 LW5194;SPC RI       -    73,840.667   104,707.906   MT  0.99999402   +0 02 15.7
 LW5194;SPC RI       -   242,258.92    343,529.19   sFT  0.99999402   +0 02 15.7
 LW5194;UTM  19      - 4,624,703.325   296,840.628   MT  1.00010793   -1 37 39.0
 LW5194
 LW5194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5194!SPC RI       -   1.00000212  x   0.99999402  =   0.99999614
 LW5194!UTM  19      -   1.00000212  x   1.00010793  =   1.00011005
 LW5194
 LW5194                          SUPERSEDED SURVEY CONTROL
 LW5194
 LW5194  NAD 83(1996)-  41 44 53.46189(N)    071 26 36.23277(W) AD(       ) 2
 LW5194  NAD 83(1996)-  41 44 53.46153(N)    071 26 36.23245(W) AD(       ) 2
 LW5194  NAD 83(1992)-  41 44 53.46046(N)    071 26 36.23193(W) AD(       ) 2
 LW5194  NAD 83(1992)-  41 44 53.46017(N)    071 26 36.23193(W) AD(       ) 2
 LW5194  NAD 83(1986)-  41 44 53.46011(N)    071 26 36.23180(W) AD(       ) 2
 LW5194  NAVD 88 (06/22/01)   16.27   (m)           53.4    (f) LEVELING    3  
 LW5194  NGVD 29 (12/24/91)   16.53   (m)           54.2    (f) LEVELING    3  
 LW5194
 LW5194.Superseded values are not recommended for survey control.
 LW5194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5194.See file dsdata.txt to determine how the superseded data were derived.
 LW5194
 LW5194_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9684124703(NAD 83)
 LW5194_MARKER: DD = SURVEY DISK
 LW5194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5194_SP_SET: CONCRETE POST
 LW5194_STAMPING: WK 015 1984
 LW5194_MARK LOGO: RIGS  
 LW5194_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5194+STABILITY: SURFACE MOTION
 LW5194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5194+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2000
 LW5194
 LW5194  HISTORY     - Date     Condition        Report By
 LW5194  HISTORY     - 1984     MONUMENTED       RIGS
 LW5194  HISTORY     - 1984     GOOD             RIGS
 LW5194  HISTORY     - 1988     GOOD             RIGS
 LW5194  HISTORY     - 20000825 GOOD             RIDT
 LW5194
 LW5194                          STATION DESCRIPTION
 LW5194
 LW5194'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5194'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI)
 LW5194'NORTH OF EAST GREENWICH,
 LW5194'8.4 KM (5.2 MI) NORTHEAST OF ARCTIC,AND
 LW5194'3.5 KM (2.2 MI) SOUTH OF CRANSTON.
 LW5194'OWNERSHIP--STATE RIGHT OF WAY.
 LW5194'
 LW5194'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW5194'STATE HIGHWAY 37 EASTBOUND, WHICH IS ABOUT 3.5 KM(2.2 MI) SOUTH OF
 LW5194'CRANSTON, GO TO THE SOUTHWEST CORNER OF THE SOUTHWEST LINCOLN PARK
 LW5194'BRIDGE OVER HIGHWAY 37 EASTBOUND TO THE STATION AT THE TOP OF A
 LW5194'SLOPE ON THE RIGHT.
 LW5194'
 LW5194'THE STATION IS A STANDARD RIGS DISK
 LW5194'STAMPED---WK 015 1984---,
 LW5194'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5194'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5194'7.8 METERS (25.6 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THREE
 LW5194'EASTBOUND LANES OF STATE HIGHWAY 37,
 LW5194'2.8 METERS (9.3 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 LW5194'SOUTHWEST CONCRETE ENDWALL,
 LW5194'1.6 METERS (5.4 FT) WEST-SOUTHWEST FROM A METAL LIGHT POLE G 22,
 LW5194'1.2 METERS (3.9 FT) WEST FROM A FIBERGLASS WITNESS POST.
 LW5194'
 LW5194'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5194
 LW5194                          STATION RECOVERY (1984)
 LW5194
 LW5194'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5194'3.5 KM (2.2 MI) SOUTH FROM CRANSTON.
 LW5194'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) NORTH OF EAST
 LW5194'GREENWICH, 8.4 KM (5.2 MI) NORTHEAST OF ARCTIC,AND 3.5 KM (2.2 MI)
 LW5194'SOUTH OF CRANSTON.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5194'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE HIGHWAY
 LW5194'37 EASTBOUND, WHICH IS ABOUT 3.5 KM(2.2 MI) SOUTH OF CRANSTON, GO TO
 LW5194'THE SOUTHWEST CORNER OF THE SOUTHWEST LINCOLN PARK BRIDGE OVER
 LW5194'HIGHWAY 37 EASTBOUND TO THE STATION AT THE TOP OF A SLOPE ON THE
 LW5194'RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A
 LW5194'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5194'7.8 METERS (25.6 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THREE
 LW5194'EASTBOUND LANES OF STATE HIGHWAY 37, 2.8 METERS (9.3 FT)
 LW5194'WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE
 LW5194'ENDWALL, 1.6 METERS (5.4 FT) WEST-SOUTHWEST FROM A METAL LIGHT POLE G
 LW5194'22, 1.2 METERS (3.9 FT) WEST FROM A FIBERGLASS WITNESS POST.
 LW5194
 LW5194                          STATION RECOVERY (1988)
 LW5194
 LW5194'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5194'RECOVERED IN GOOD CONDITION.
 LW5194
 LW5194                          STATION RECOVERY (2000)
 LW5194
 LW5194'RECOVERY NOTE BY RI DEPT OF TRANSP 2000 (CSM)
 LW5194'THE STATION IS LOCATED IN WARWICK, RI ABOUT 5.95 MI (9.58 KM) NORTH OF
 LW5194'EAST GREENWICH CENTER, 5.2 MI (8.4 KM) NORTHEAST OF ARTIC CENTER
 LW5194'AND 2.2 MI (3.5 KM) SOUTH OF CRANSTON CENTER ON STATE RIGHT-OF-WAY.
 LW5194'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE
 LW5194'HIGHWAY 37 EASTBOUND, GO TO THE SOUTHWEST CORNER OF THE ROUTE
 LW5194'37 EAST BRIDGE OVER I-95 AT THE TOP OF THE SLOPE ON THE RIGHT.  A
 LW5194'STANDARD RIGS DISK SET IN THE TOP OF A 30 CM DIAMETER CONCRETE
 LW5194'POST FLUSH WITH THE GROUND.  IT IS, 7.8 M (25.6 FT) SOUTH-SOUTHEAST
 LW5194'FROM THE CENTER OF THREE EASTBOUND LANES OF ROUTE 37, 2.8 M (9.2
 LW5194'FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 LW5194'SOUTHWEST CONCRETE BRIDGE END-WALL AND 1.6 M (5.2 FT)
 LW5194'WEST-SOUTHWEST OF AN ALUMINUM LIGHT POLE DESIGNATED G22 AND
 LW5194'E75.  DESCRIBED BY EC OF FOSTER SURVEYING.
 LW5194'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5195 ***********************************************************************
 LW5195  DESIGNATION -  WK 016
 LW5195  PID         -  LW5195
 LW5195  STATE/COUNTY-  RI/KENT
 LW5195  USGS QUAD   -  PROVIDENCE (1975)
 LW5195
 LW5195                         *CURRENT SURVEY CONTROL
 LW5195  ___________________________________________________________________
 LW5195* NAD 83(1996)-  41 45 14.17175(N)    071 26 14.09272(W)     ADJUSTED  
 LW5195* NAVD 88     -        12.451  (meters)      40.85   (feet)  ADJUSTED  
 LW5195  ___________________________________________________________________
 LW5195  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 LW5195  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW5195  DYNAMIC HT  -          12.447 (meters)      40.84  (feet)  COMP
 LW5195  MODELED GRAV-     980,301.1   (mgal)                       NAVD 88
 LW5195
 LW5195  HORZ ORDER  -  SECOND
 LW5195  VERT ORDER  -  SECOND    CLASS II
 LW5195
 LW5195.The horizontal coordinates were established by classical geodetic methods
 LW5195.and adjusted by the National Geodetic Survey in August 1998..
 LW5195
 LW5195.The orthometric height was determined by differential leveling
 LW5195.and adjusted by the National Geodetic Survey in June 1991..
 LW5195
 LW5195.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5195
 LW5195.The geoid height was determined by GEOID03.
 LW5195
 LW5195.The dynamic height is computed by dividing the NAVD 88
 LW5195.geopotential number by the normal gravity value computed on the
 LW5195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5195.degrees latitude (g = 980.6199 gals.).
 LW5195
 LW5195.The modeled gravity was interpolated from observed gravity values.
 LW5195
 LW5195;                    North         East     Units Scale Factor Converg.
 LW5195;SPC RI       -    74,479.984   105,219.002   MT  0.99999409   +0 02 30.4
 LW5195;SPC RI       -   244,356.41    345,206.01   sFT  0.99999409   +0 02 30.4
 LW5195;UTM  19      - 4,625,327.590   297,370.146   MT  1.00010528   -1 37 24.9
 LW5195
 LW5195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5195!SPC RI       -   1.00000271  x   0.99999409  =   0.99999680
 LW5195!UTM  19      -   1.00000271  x   1.00010528  =   1.00010799
 LW5195
 LW5195                          SUPERSEDED SURVEY CONTROL
 LW5195
 LW5195  NAD 83(1996)-  41 45 14.17141(N)    071 26 14.09241(W) AD(       ) 2
 LW5195  NAD 83(1992)-  41 45 14.17031(N)    071 26 14.09188(W) AD(       ) 2
 LW5195  NAD 83(1992)-  41 45 14.17004(N)    071 26 14.09188(W) AD(       ) 2
 LW5195  NAD 83(1986)-  41 45 14.16992(N)    071 26 14.09171(W) AD(       ) 2
 LW5195  NGVD 29 (12/24/91)   12.70   (m)           41.7    (f) LEVELING    3  
 LW5195
 LW5195.Superseded values are not recommended for survey control.
 LW5195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5195.See file dsdata.txt to determine how the superseded data were derived.
 LW5195
 LW5195_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9737025328(NAD 83)
 LW5195_MARKER: DD = SURVEY DISK
 LW5195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5195_SP_SET: CONCRETE POST
 LW5195_STAMPING: WK 016 1984
 LW5195_MARK LOGO: RIGS  
 LW5195_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5195+STABILITY: SURFACE MOTION
 LW5195
 LW5195  HISTORY     - Date     Condition        Report By
 LW5195  HISTORY     - 1984     MONUMENTED       RIGS
 LW5195  HISTORY     - 1984     GOOD             RIGS
 LW5195
 LW5195                          STATION DESCRIPTION
 LW5195
 LW5195'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5195'THE STATION IS LOCATED ABOUT 10.2 KM (6.35 MI)
 LW5195'NORTH OF EAST GREENWICH,
 LW5195'9.2 KM (5.7 MI) NORTHEAST OF ARCTIC, AND
 LW5195'2.7 KM (1.7 MI) SOUTH OF CRANSTON.
 LW5195'OWNERSHIP--STATE RIGHT OF WAY.
 LW5195'
 LW5195'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW5195'STATE HIGHWAY 37 EASTBOUND, WHICH IS ABOUT 3.5 KM (2.2 MI) SOUTH OF
 LW5195'CRANSTON, GO NORTH FOR 0.8 KM (0.5 MI) ON HIGHWAY 95 TO THE STATION
 LW5195'ON THE RIGHT NEAR THE JEFFERSON BOULEVARD OVERPASS.
 LW5195'
 LW5195'THE STATION IS A STANDARD RIGS DISK
 LW5195'STAMPED---WK 016 1984---,
 LW5195'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5195'30 CM IN DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED
 LW5195'6.7 METERS (22.0 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 LW5195'SOUTHEAST BRIDGE ENDWALL,
 LW5195'6.6 METERS (21.5 FT) SOUTHEAST FROM THE CENTERLINE OF HIGHWAY 95
 LW5195'NORTHBOUND,
 LW5195'1.1 METERS (3.7 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5195'
 LW5195'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5195
 LW5195                          STATION RECOVERY (1984)
 LW5195
 LW5195'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5195'2.7 KM (1.7 MI) SOUTH FROM CRANSTON.
 LW5195'THE STATION IS LOCATED ABOUT 10.2 KM (6.35 MI) NORTH OF EAST
 LW5195'GREENWICH, 9.2 KM (5.7 MI) NORTHEAST OF ARCTIC, AND 2.7 KM (1.7 MI)
 LW5195'SOUTH OF CRANSTON.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5195'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE HIGHWAY
 LW5195'37 EASTBOUND, WHICH IS ABOUT 3.5 KM (2.2 MI) SOUTH OF CRANSTON, GO
 LW5195'NORTH FOR 0.8 KM (0.5 MI) ON HIGHWAY 95 TO THE STATION ON THE RIGHT
 LW5195'NEAR THE JEFFERSON BOULEVARD OVERPASS.  THE STATION IS A STANDARD
 LW5195'RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LW5195'DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED 6.7 METERS (22.0 FT)
 LW5195'SOUTHWEST FROM THE SOUTHEAST CORNER OF THE SOUTHEAST BRIDGE ENDWALL,
 LW5195'6.6 METERS (21.5 FT) SOUTHEAST FROM THE CENTERLINE OF HIGHWAY 95
 LW5195'NORTHBOUND, 1.1 METERS (3.7 FT) NORTHWEST FROM A FIBERGLASS WITNESS
 LW5195'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5196 ***********************************************************************
 LW5196  DESIGNATION -  WK 017
 LW5196  PID         -  LW5196
 LW5196  STATE/COUNTY-  RI/KENT
 LW5196  USGS QUAD   -  PROVIDENCE (1975)
 LW5196
 LW5196                         *CURRENT SURVEY CONTROL
 LW5196  ___________________________________________________________________
 LW5196* NAD 83(1996)-  41 45 30.69417(N)    071 25 58.78905(W)     ADJUSTED  
 LW5196* NAVD 88     -        10.492  (meters)      34.42   (feet)  ADJUSTED  
 LW5196  ___________________________________________________________________
 LW5196  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 LW5196  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW5196  DYNAMIC HT  -          10.489 (meters)      34.41  (feet)  COMP
 LW5196  MODELED GRAV-     980,302.6   (mgal)                       NAVD 88
 LW5196
 LW5196  HORZ ORDER  -  SECOND
 LW5196  VERT ORDER  -  SECOND    CLASS II
 LW5196
 LW5196.The horizontal coordinates were established by classical geodetic methods
 LW5196.and adjusted by the National Geodetic Survey in August 1998..
 LW5196
 LW5196.The orthometric height was determined by differential leveling
 LW5196.and adjusted by the National Geodetic Survey in June 1991..
 LW5196
 LW5196.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5196
 LW5196.The geoid height was determined by GEOID03.
 LW5196
 LW5196.The dynamic height is computed by dividing the NAVD 88
 LW5196.geopotential number by the normal gravity value computed on the
 LW5196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5196.degrees latitude (g = 980.6199 gals.).
 LW5196
 LW5196.The modeled gravity was interpolated from observed gravity values.
 LW5196
 LW5196;                    North         East     Units Scale Factor Converg.
 LW5196;SPC RI       -    74,990.004   105,572.156   MT  0.99999413   +0 02 40.6
 LW5196;SPC RI       -   246,029.70    346,364.65   sFT  0.99999413   +0 02 40.6
 LW5196;UTM  19      - 4,625,827.185   297,738.015   MT  1.00010345   -1 37 15.3
 LW5196
 LW5196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5196!SPC RI       -   1.00000302  x   0.99999413  =   0.99999715
 LW5196!UTM  19      -   1.00000302  x   1.00010345  =   1.00010647
 LW5196
 LW5196                          SUPERSEDED SURVEY CONTROL
 LW5196
 LW5196  NAD 83(1996)-  41 45 30.69385(N)    071 25 58.78876(W) AD(       ) 2
 LW5196  NAD 83(1992)-  41 45 30.69273(N)    071 25 58.78822(W) AD(       ) 2
 LW5196  NAD 83(1992)-  41 45 30.69246(N)    071 25 58.78821(W) AD(       ) 2
 LW5196  NAD 83(1986)-  41 45 30.69227(N)    071 25 58.78795(W) AD(       ) 2
 LW5196  NGVD 29 (12/24/91)   10.74   (m)           35.2    (f) LEVELING    3  
 LW5196
 LW5196.Superseded values are not recommended for survey control.
 LW5196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5196.See file dsdata.txt to determine how the superseded data were derived.
 LW5196
 LW5196_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9773825827(NAD 83)
 LW5196_MARKER: DD = SURVEY DISK
 LW5196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5196_SP_SET: CONCRETE POST
 LW5196_STAMPING: WK 017 1984
 LW5196_MARK LOGO: RIGS  
 LW5196_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5196+STABILITY: SURFACE MOTION
 LW5196
 LW5196  HISTORY     - Date     Condition        Report By
 LW5196  HISTORY     - 1984     MONUMENTED       RIGS
 LW5196  HISTORY     - 1984     GOOD             RIGS
 LW5196
 LW5196                          STATION DESCRIPTION
 LW5196
 LW5196'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5196'THE STATION IS LOCATED ABOUT 10.9 KM (6.75 MI)
 LW5196'NORTH OF EAST GREENWICH,
 LW5196'9.7 KM (6.0 MI) NORTHEAST OF ARCTIC, AND
 LW5196'2.25 KM (1.4 MI) SOUTH-SOUTHEAST OF CRANSTON.
 LW5196'OWNERSHIP--STATE RIGHT OF WAY.
 LW5196'
 LW5196'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW5196'STATE HIGHWAY 37 EASTBOUND, WHICH IS ABOUT 3.5 KM (2.2 MI) SOUTH OF
 LW5196'CRANSTON, GO NORTH FOR 1.5 KM (0.9 MI) ON HIGHWAY 95 TO THE
 LW5196'STATION ON THE RIGHT.
 LW5196'
 LW5196'THE STATION IS A STANDARD RIGS DISK
 LW5196'STAMPED---WK 017 1984---,
 LW5196'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5196'30 CM IN DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED
 LW5196'66.3 METERS (217.5 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 LW5196'SOUTHEAST BRIDGE ENDWALL OF THE HIGHWAY 95 BRIDGE OVER THE PAWTUXET
 LW5196'RIVER,
 LW5196'14.0 METERS (46.0 FT) SOUTHEAST FROM THE CENTERLINE OF HIGHWAY 95
 LW5196'NORTHBOUND,
 LW5196'11.1 METERS (36.5 FT) WEST-NORTHWEST FROM A BRACED GALVANIZED STEEL
 LW5196'HIGHWAY FENCE POST AT THE TOE OF SLOPE (SLOPE DISTANCE),
 LW5196'1.2 METERS (3.9 FT) WEST-NORTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5196'
 LW5196'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5196
 LW5196                          STATION RECOVERY (1984)
 LW5196
 LW5196'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5196'2.25 KM (1.4 MI) SSE FROM CRANSTON.
 LW5196'THE STATION IS LOCATED ABOUT 10.9 KM (6.75 MI) NORTH OF EAST
 LW5196'GREENWICH, 9.7 KM (6.0 MI) NORTHEAST OF ARCTIC, AND 2.25 KM (1.4 MI)
 LW5196'SOUTH-SOUTHEAST OF CRANSTON.  OWNERSHIP--STATE RIGHT OF WAY.  TO
 LW5196'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LW5196'STATE HIGHWAY 37 EASTBOUND, WHICH IS ABOUT 3.5 KM (2.2 MI) SOUTH OF
 LW5196'CRANSTON, GO NORTH FOR 1.5 KM (0.9 MI) ON HIGHWAY 95 TO THE STATION
 LW5196'ON THE RIGHT.  THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP
 LW5196'OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 2.5 CM BELOW
 LW5196'GROUND.  LOCATED 66.3 METERS (217.5 FT) SOUTHWEST FROM THE SOUTHEAST
 LW5196'CORNER OF THE SOUTHEAST BRIDGE ENDWALL OF THE HIGHWAY 95 BRIDGE OVER
 LW5196'THE PAWTUXET RIVER, 14.0 METERS (46.0 FT) SOUTHEAST FROM THE
 LW5196'CENTERLINE OF HIGHWAY 95 NORTHBOUND, 11.1 METERS (36.5 FT)
 LW5196'WEST-NORTHWEST FROM A BRACED GALVANIZED STEEL HIGHWAY FENCE POST AT
 LW5196'THE TOE OF SLOPE (SLOPE DISTANCE), 1.2 METERS (3.9 FT) WEST-NORTHWEST
 LW5196'FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5584 ***********************************************************************
 LW5584  DESIGNATION -  WK 018
 LW5584  PID         -  LW5584
 LW5584  STATE/COUNTY-  RI/KENT
 LW5584  USGS QUAD   -  BRISTOL (1975)
 LW5584
 LW5584                         *CURRENT SURVEY CONTROL
 LW5584  ___________________________________________________________________
 LW5584* NAD 83(1996)-  41 42 59.24153(N)    071 21 34.70757(W)     ADJUSTED  
 LW5584* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 LW5584  ___________________________________________________________________
 LW5584  X           -   1,523,978.735 (meters)                     COMP
 LW5584  Y           -  -4,517,881.427 (meters)                     COMP
 LW5584  Z           -   4,222,129.390 (meters)                     COMP
 LW5584  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 LW5584  ELLIP HEIGHT-         -27.43  (meters)          (06/13/02) GPS OBS
 LW5584  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW5584
 LW5584  HORZ ORDER  -  THIRD
 LW5584  ELLP ORDER  -  FOURTH    CLASS II
 LW5584
 LW5584.The horizontal coordinates were established by GPS observations
 LW5584.and adjusted by the National Geodetic Survey in August 1998..
 LW5584
 LW5584.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5584
 LW5584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5584
 LW5584.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5584
 LW5584.The ellipsoidal height was determined by GPS observations
 LW5584.and is referenced to NAD 83.
 LW5584
 LW5584.The geoid height was determined by GEOID03.
 LW5584
 LW5584;                    North         East     Units Scale Factor Converg.
 LW5584;SPC RI       -    70,324.725   111,680.261   MT  0.99999543   +0 05 36.2
 LW5584;SPC RI       -   230,723.70    366,404.32   sFT  0.99999543   +0 05 36.2
 LW5584;SPC MA M     -   829,586.033   211,680.327   MT  1.00000003   +0 05 39.4
 LW5584;SPC MA M     - 2,721,733.51    694,487.87   sFT  1.00000003   +0 05 39.4
 LW5584;UTM  19      - 4,620,985.964   303,708.564   MT  1.00007417   -1 34 14.6
 LW5584
 LW5584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5584!SPC RI       -   1.00000430  x   0.99999543  =   0.99999973
 LW5584!SPC MA M     -   1.00000430  x   1.00000003  =   1.00000433
 LW5584!UTM  19      -   1.00000430  x   1.00007417  =   1.00007847
 LW5584
 LW5584                          SUPERSEDED SURVEY CONTROL
 LW5584
 LW5584  ELLIP H (08/17/98)  -27.38   (m)                       GP(       ) 4 1
 LW5584  NAD 83(1996)-  41 42 59.24111(N)    071 21 34.70707(W) AD(       ) 3
 LW5584  NAD 83(1992)-  41 42 59.24003(N)    071 21 34.70676(W) AD(       ) 3
 LW5584  ELLIP H (01/17/96)  -27.42   (m)                       GP(       ) 4 2
 LW5584  NAD 83(1992)-  41 42 59.23956(N)    071 21 34.70660(W) AD(       ) 3
 LW5584  NAD 83(1986)-  41 42 59.24021(N)    071 21 34.70685(W) AD(       ) 3
 LW5584  NGVD 29 (07/30/91)    2.5    (m)            8.     (f) GPS OBS        
 LW5584
 LW5584.Superseded values are not recommended for survey control.
 LW5584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5584.See file dsdata.txt to determine how the superseded data were derived.
 LW5584
 LW5584_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0370920986(NAD 83)
 LW5584_MARKER: DD = SURVEY DISK
 LW5584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5584_SP_SET: CONCRETE POST
 LW5584_STAMPING: WK 018 1989
 LW5584_MARK LOGO: RIGS  
 LW5584_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5584+STABILITY: SURFACE MOTION
 LW5584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5584+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5584
 LW5584  HISTORY     - Date     Condition        Report By
 LW5584  HISTORY     - 1989     MONUMENTED       RIGS
 LW5584
 LW5584                          STATION DESCRIPTION
 LW5584
 LW5584'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5584'THE STATION IS LOCATED ABOUT 1.44 KM (0.90 MI) EAST OF SHAWOMET
 LW5584'CENTER. OWNERSHIP--CITY OF WARWICK, WARWICK POLICE HAVE KEYS TO OPEN
 LW5584'THE GATE AT CONIMICUT POINT BEACH, 401 727-2244.
 LW5584'TO REACH FROM HOXIE CENTER AT THE INTERSECTION OF STATE HIGHWAY 117,
 LW5584'WEST SHORE ROAD, STATE HIGHWAY 117A, WARWICK AVENUE, AND AIRPORT ROAD,
 LW5584'GO EAST 3.36 KM (2.10 MI) ON HIGHWAY 117 WESTBOUND TO A SIDE ROAD
 LW5584'LEFT, TURN LEFT, GO EAST 0.08 KM (0.05 MI) ON ECONOMY AVENUE TO A SIDE
 LW5584'ROAD LEFT, TURN LEFT, GO NORTHEAST 0.56 KM (0.35 MI) ON SYMOND AVENUE
 LW5584'TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, GO EAST 0.64 KM (0.40 MI) ON
 LW5584'POINT AVENUE TO THE CONIMICUT BEACH ENTRANCE GATE, CONTINUE EAST 0.16
 LW5584'KM (0.10 MI) TO THE STATION ON THE LEFT.
 LW5584'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5584'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND. IT IS 26.66
 LW5584'M (87.5 FT) SOUTHEAST FROM THE TOP OF A FIRE HYDRANT, 26.20 M
 LW5584'(86.0 FT) NORTHWEST FROM A TELEPHONE POLE WITH FLOOD LIGHT AND VOLTAGE
 LW5584'BOX, 15.08 M (49.5 FT) NORTHEAST FROM AN NECO POLE 38, 1.83 M
 LW5584'(6.0 FT) NORTH-NORTHWEST FROM THE CENTER OF A 1.83 M (6.0 FT) WIDE
 LW5584'PAVED WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5585 ***********************************************************************
 LW5585  DESIGNATION -  WK 019
 LW5585  PID         -  LW5585
 LW5585  STATE/COUNTY-  RI/KENT
 LW5585  USGS QUAD   -  BRISTOL (1975)
 LW5585
 LW5585                         *CURRENT SURVEY CONTROL
 LW5585  ___________________________________________________________________
 LW5585* NAD 83(1996)-  41 41 29.86239(N)    071 21 48.36634(W)     ADJUSTED  
 LW5585* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 LW5585  ___________________________________________________________________
 LW5585  X           -   1,524,266.636 (meters)                     COMP
 LW5585  Y           -  -4,519,723.121 (meters)                     COMP
 LW5585  Z           -   4,220,072.949 (meters)                     COMP
 LW5585  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 LW5585  ELLIP HEIGHT-         -23.97  (meters)          (06/13/02) GPS OBS
 LW5585  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW5585
 LW5585  HORZ ORDER  -  THIRD
 LW5585  ELLP ORDER  -  FOURTH    CLASS II
 LW5585
 LW5585.The horizontal coordinates were established by GPS observations
 LW5585.and adjusted by the National Geodetic Survey in August 1998..
 LW5585
 LW5585.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5585
 LW5585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5585
 LW5585.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5585
 LW5585.The ellipsoidal height was determined by GPS observations
 LW5585.and is referenced to NAD 83.
 LW5585
 LW5585.The geoid height was determined by GEOID03.
 LW5585
 LW5585;                    North         East     Units Scale Factor Converg.
 LW5585;SPC RI       -    67,566.700   111,368.899   MT  0.99999534   +0 05 27.0
 LW5585;SPC RI       -   221,675.08    365,382.80   sFT  0.99999534   +0 05 27.0
 LW5585;SPC MA M     -   826,827.986   211,369.007   MT  1.00000376   +0 05 30.2
 LW5585;SPC MA M     - 2,712,684.82    693,466.48   sFT  1.00000376   +0 05 30.2
 LW5585;UTM  19      - 4,618,237.923   303,317.229   MT  1.00007606   -1 34 20.9
 LW5585
 LW5585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5585!SPC RI       -   1.00000376  x   0.99999534  =   0.99999910
 LW5585!SPC MA M     -   1.00000376  x   1.00000376  =   1.00000752
 LW5585!UTM  19      -   1.00000376  x   1.00007606  =   1.00007982
 LW5585
 LW5585                          SUPERSEDED SURVEY CONTROL
 LW5585
 LW5585  ELLIP H (08/17/98)  -23.92   (m)                       GP(       ) 4 1
 LW5585  NAD 83(1996)-  41 41 29.86197(N)    071 21 48.36583(W) AD(       ) 3
 LW5585  NAD 83(1992)-  41 41 29.86089(N)    071 21 48.36554(W) AD(       ) 3
 LW5585  NAD 83(1992)-  41 41 29.86042(N)    071 21 48.36538(W) AD(       ) 3
 LW5585  NAD 83(1986)-  41 41 29.86105(N)    071 21 48.36559(W) AD(       ) 3
 LW5585  NGVD 29 (07/30/91)    6.1    (m)           20.     (f) GPS OBS        
 LW5585
 LW5585.Superseded values are not recommended for survey control.
 LW5585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5585.See file dsdata.txt to determine how the superseded data were derived.
 LW5585
 LW5585_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG0331718238(NAD 83)
 LW5585_MARKER: DD = SURVEY DISK
 LW5585_SETTING: 66 = SET IN ROCK OUTCROP
 LW5585_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 LW5585_STAMPING: WK 019 1989
 LW5585_MARK LOGO: RIGS  
 LW5585_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5585+STABILITY: POSITION/ELEVATION WELL
 LW5585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5585+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LW5585
 LW5585  HISTORY     - Date     Condition        Report By
 LW5585  HISTORY     - 1989     MONUMENTED       RIGS
 LW5585
 LW5585                          STATION DESCRIPTION
 LW5585
 LW5585'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5585'THE STATION IS LOCATED ABOUT 1.44 KM (0.90 MI) SOUTHEAST OF WARWICK
 LW5585'CENTER. OWNERSHIP--ROCKY POINT AMUSEMENT PARK.
 LW5585'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 117 AND 113, GO EAST
 LW5585'3.45 KM (2.15 MI) ON HIGHWAY 117 TO A ROAD RIGHT, TURN RIGHT, GO SOUTH
 LW5585'1.75 KM (1.10 MI) ON WARWICK AVENUE TO A SIDE ROAD LEFT, TURN LEFT, GO
 LW5585'EAST 0.56 KM (0.35 MI) ON ROCKY POINT AVENUE TO THE ENTRANCE TO ROCKY
 LW5585'POINT PARK, CONTINUE EAST 0.8 KM (0.50 MI) THROUGH THE PARK TO A
 LW5585'GRAVEL PARKING AREA ON THE RIGHT, TURN RIGHT AND GO 0.16 KM (0.10 MI)
 LW5585'TO THE NORTHEAST CORNER OF THE PARKING AREA AND A DIRT PATH ON THE
 LW5585'LEFT, TURN LEFT AND GO NORTHEAST 0.08 KM (0.05 MI) TO THE TOP OF A
 LW5585'GRASS AND LEDGE AREA.
 LW5585'THE STATION IS A STANDARD RIGS DISK SET INTO A DRILL HOLE IN LEDGE 6.0
 LW5585'M (19.7 FT) LARGEST DIMENSION. IT IS 25.25 M (82.8 FT) SOUTH FROM THE
 LW5585'NORTHERNMOST WILLOW TREE, 5.67 M (18.6 FT) NORTHEAST FROM A DRILL HOLE
 LW5585'IN LEDGE SURROUNDED BY A CHISELED TRIANGLE WHICH IS STATION ROCKY
 LW5585'POINT USE 1913, 4.5 M (14.8 FT) NORTHWEST FROM THE CENTERLINE OF THE
 LW5585'DIRT PATH, 2.65 M (8.7 FT) SOUTHEAST FROM THE WEST EDGE OF THE 6.0 M
 LW5585'(19.7 FT) BY 2.5 M (8.2 FT) ROCK LEDGE WHICH THE MARK IS SET IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5586 ***********************************************************************
 LW5586  DESIGNATION -  WN 001
 LW5586  PID         -  LW5586
 LW5586  STATE/COUNTY-  RI/BRISTOL
 LW5586  USGS QUAD   -  BRISTOL (1975)
 LW5586
 LW5586                         *CURRENT SURVEY CONTROL
 LW5586  ___________________________________________________________________
 LW5586* NAD 83(1996)-  41 43 33.54299(N)    071 16 49.09918(W)     ADJUSTED  
 LW5586* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 LW5586  ___________________________________________________________________
 LW5586  X           -   1,530,007.755 (meters)                     COMP
 LW5586  Y           -  -4,515,102.068 (meters)                     COMP
 LW5586  Z           -   4,222,921.351 (meters)                     COMP
 LW5586  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 LW5586  ELLIP HEIGHT-         -24.31  (meters)          (06/13/02) GPS OBS
 LW5586  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW5586
 LW5586  HORZ ORDER  -  THIRD
 LW5586  ELLP ORDER  -  FOURTH    CLASS II
 LW5586
 LW5586.The horizontal coordinates were established by GPS observations
 LW5586.and adjusted by the National Geodetic Survey in August 1998..
 LW5586
 LW5586.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5586
 LW5586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5586
 LW5586.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5586
 LW5586.The ellipsoidal height was determined by GPS observations
 LW5586.and is referenced to NAD 83.
 LW5586
 LW5586.The geoid height was determined by GEOID03.
 LW5586
 LW5586;                    North         East     Units Scale Factor Converg.
 LW5586;SPC RI       -    71,396.798   118,279.642   MT  0.99999786   +0 08 46.4
 LW5586;SPC RI       -   234,240.99    388,055.79   sFT  0.99999786   +0 08 46.4
 LW5586;SPC MA M     -   830,658.239   218,279.706   MT  0.99999865   +0 08 51.3
 LW5586;SPC MA M     - 2,725,251.24    716,139.34   sFT  0.99999865   +0 08 51.3
 LW5586;UTM  19      - 4,621,865.978   310,336.707   MT  1.00004268   -1 31 05.3
 LW5586
 LW5586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5586!SPC RI       -   1.00000381  x   0.99999786  =   1.00000167
 LW5586!SPC MA M     -   1.00000381  x   0.99999865  =   1.00000246
 LW5586!UTM  19      -   1.00000381  x   1.00004268  =   1.00004649
 LW5586
 LW5586                          SUPERSEDED SURVEY CONTROL
 LW5586
 LW5586  ELLIP H (08/17/98)  -24.25   (m)                       GP(       ) 4 1
 LW5586  NAD 83(1996)-  41 43 33.54262(N)    071 16 49.09876(W) AD(       ) 3
 LW5586  NAD 83(1992)-  41 43 33.54148(N)    071 16 49.09836(W) AD(       ) 3
 LW5586  ELLIP H (01/17/96)  -24.30   (m)                       GP(       ) 4 2
 LW5586  NAD 83(1992)-  41 43 33.54099(N)    071 16 49.09817(W) AD(       ) 3
 LW5586  NAD 83(1986)-  41 43 33.54163(N)    071 16 49.09820(W) AD(       ) 3
 LW5586  NGVD 29 (07/30/91)    5.5    (m)           18.     (f) GPS OBS        
 LW5586
 LW5586.Superseded values are not recommended for survey control.
 LW5586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5586.See file dsdata.txt to determine how the superseded data were derived.
 LW5586
 LW5586_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1033721866(NAD 83)
 LW5586_MARKER: DD = SURVEY DISK
 LW5586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5586_SP_SET: CONCRETE POST
 LW5586_STAMPING: WN 001 1988
 LW5586_MARK LOGO: RIGS  
 LW5586_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5586+STABILITY: SURFACE MOTION
 LW5586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5586+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1989
 LW5586
 LW5586  HISTORY     - Date     Condition        Report By
 LW5586  HISTORY     - 1988     MONUMENTED       RIGS
 LW5586  HISTORY     - 19890711 GOOD
 LW5586
 LW5586                          STATION DESCRIPTION
 LW5586
 LW5586'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1988
 LW5586'THE STATION IS LOCATED ABOUT 0.56 KM (0.35 MI) SOUTH OF WARREN CENTER.
 LW5586'OWNERSHIP--STATE RIGHT OF WAY, RHODE ISLAND GEODETIC SURVEY,401
 LW5586'277-2814.
 LW5586'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 114, MAIN STREET, AND
 LW5586'STATE HIGHWAY 103, CHILD STREET, GO SOUTH 0.56 KM (0.35 MI) ON HIGHWAY
 LW5586'114 TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST 0.08 KM (0.05 MI) ON
 LW5586'FRANKLIN STREET TO A SECOND ENTRANCE FOR THE PARK AND RIDE LOT ON THE
 LW5586'LEFT, TURN LEFT AND GO NORTH 54.86 M (180.0 FT) THROUGH THE PARKING
 LW5586'AREA TO THE STATION ON THE RIGHT.
 LW5586'THE STATION IS A STANDARD RIGS DISK STAMPED WN 001 1988 SET INTO THE
 LW5586'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND FLUSH WITH THE
 LW5586'GROUND. IT IS 58.5 M (191.9 FT) NORTH NORTHEAST FROM THE CENTERLINE OF
 LW5586'FRANKLIN STREET, 12.2 M (40.0 FT) SOUTH SOUTHEAST FROM AN ALUMINUM
 LW5586'LIGHT POLE, 10.35 M (34.0 FT) SOUTH SOUTHEAST FROM A ROUND ELECTRIC
 LW5586'MANHOLE COVER, 8.65 M (28.4 FT) EAST SOUTHEAST FROM THE EAST CURB OF
 LW5586'THE PARKING LOT, 8.05 M (26.4 FT) WEST NORTHWEST FROM A FIBERGLASS
 LW5586'WITNESS POST, AND ABOUT 0.15 M (0.5 FT) ABOVE THE LEVEL OF THE PARKING
 LW5586'LOT.
 LW5586
 LW5586                          STATION RECOVERY (1989)
 LW5586
 LW5586'RECOVERED 1989
 LW5586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3491 ***********************************************************************
 LW3491  DESIGNATION -  WOLF RESET
 LW3491  PID         -  LW3491
 LW3491  STATE/COUNTY-  RI/PROVIDENCE
 LW3491  USGS QUAD   -  GEORGIAVILLE (1975)
 LW3491
 LW3491                         *CURRENT SURVEY CONTROL
 LW3491  ___________________________________________________________________
 LW3491* NAD 83(1996)-  41 53 09.23285(N)    071 31 38.72214(W)     ADJUSTED  
 LW3491* NAVD 88     -       144.1    (meters)     473.     (feet)  VERTCON   
 LW3491  ___________________________________________________________________
 LW3491  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LW3491  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW3491
 LW3491  HORZ ORDER  -  FIRST
 LW3491
 LW3491.The horizontal coordinates were established by classical geodetic methods
 LW3491.and adjusted by the National Geodetic Survey in August 1998..
 LW3491
 LW3491.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3491
 LW3491.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3491
 LW3491.The geoid height was determined by GEOID03.
 LW3491
 LW3491;                    North         East     Units Scale Factor Converg.
 LW3491;SPC RI       -    89,135.280    97,723.959   MT  0.99999381   -0 01 05.9
 LW3491;SPC RI       -   292,438.00    320,616.02   sFT  0.99999381   -0 01 05.9
 LW3491;UTM  19      - 4,640,196.708   290,303.837   MT  1.00014112   -1 41 17.0
 LW3491
 LW3491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3491!SPC RI       -   0.99998204  x   0.99999381  =   0.99997585
 LW3491!UTM  19      -   0.99998204  x   1.00014112  =   1.00012316
 LW3491
 LW3491:                Primary Azimuth Mark                     Grid Az
 LW3491:SPC RI       -  CUMBERLAND HILL WATER CO SPIPE           030 14 37.4
 LW3491:UTM  19      -  CUMBERLAND HILL WATER CO SPIPE           031 54 48.5
 LW3491
 LW3491|---------------------------------------------------------------------|
 LW3491| PID    Reference Object                     Distance      Geod. Az  |
 LW3491|                                                           dddmmss.s |
 LW3491| LW2760 CUMBERLAND HILL WATER CO SPIPE      APPROX.11.7 KM 0301331.5 |
 LW3491| CB8673 WOLF RM 1                            37.495 METERS 05937     |
 LW3491| LW2634 REHOBOTH TV STATION WJAR MAST       APPROX.20.1 KM 0962540.7 |
 LW3491| LW2660 PROVIDENCE HOPE ST HS TOWER         APPROX.11.8 KM 1182453.2 |
 LW3491| LW2665 PROVIDENCE FIRST CH CHRIST SCI      APPROX.12.0 KM 1214257.0 |
 LW3491| LW2704 PROVIDENCE OUR LADY FATIMA TK       APPROX. 6.5 KM 1214738.4 |
 LW3491| LW2638 EAST PROVIDENCE MUNICIPAL TANK      APPROX.16.8 KM 1230752.2 |
 LW3491| LW2659 PROVIDENCE STATE CAPITOL DOME       APPROX.11.2 KM 1230913.4 |
 LW3491| LW2714 PROVIDENCE SUPREME COURT BLDG       APPROX.12.0 KM 1234803.6 |
 LW3491| LW2676 PROVIDENCE UNITARIAN CH SPIRE       APPROX.12.2 KM 1235317.3 |
 LW3491| LW2675 PROVIDENCE INDUST TRUST TOWER       APPROX.11.8 KM 1251215.5 |
 LW3491| LW2673 PROVIDENCE NARRAG ELEC N STACK      APPROX.12.5 KM 1261107.6 |
 LW3491| LW2698 PROVIDENCE RAD STA WPJB FM TWR      APPROX.10.0 KM 1512445.6 |
 LW3491| CB8674 WOLF RM 2                            35.498 METERS 16331     |
 LW3491| LW3499 TUNK HILL FIRE TOWER                APPROX.16.0 KM 2062358.2 |
 LW3491| LW3497 GREENVILLE MUNICIPAL TANK           APPROX. 3.1 KM 2173633.3 |
 LW3491| LW3501 NORTH SCITUATE CONG CH SPIRE        APPROX. 7.6 KM 2204835.9 |
 LW3491| LW3494 GREENVILLE SPARKING MILLS TK        APPROX. 2.7 KM 2461524.8 |
 LW3491| LW3493 GREENVILLE ST ALYSIUS HOME CUP      APPROX. 2.7 KM 2531959.8 |
 LW3491| LW3488 GREENVILLE FINISHING CO TANK        APPROX. 3.6 KM 2551941.1 |
 LW3491| CB8675 WOLF RM 3                            28.675 METERS 27429     |
 LW3491| LW3513 HERRING                             APPROX.16.8 KM 3165237.4 |
 LW3491| LW3481 MOWRY FIRE TOWER                    APPROX.10.4 KM 3475954.4 |
 LW3491|---------------------------------------------------------------------|
 LW3491
 LW3491                          SUPERSEDED SURVEY CONTROL
 LW3491
 LW3491  NAD 83(1996)-  41 53 09.23268(N)    071 31 38.72209(W) AD(       ) 1
 LW3491  NAD 83(1992)-  41 53 09.23149(N)    071 31 38.72115(W) AD(       ) 1
 LW3491  NAD 83(1992)-  41 53 09.23138(N)    071 31 38.72126(W) AD(       ) 1
 LW3491  NAD 83(1986)-  41 53 09.23082(N)    071 31 38.72027(W) AD(       ) 1
 LW3491  NAD 27      -  41 53 08.87400(N)    071 31 40.49794(W) AD(       ) 1
 LW3491  NGVD 29 (07/19/86)  144.3    (m)          473.     (f) VERT ANG       
 LW3491
 LW3491.Superseded values are not recommended for survey control.
 LW3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3491.See file dsdata.txt to determine how the superseded data were derived.
 LW3491
 LW3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9030440197(NAD 83)
 LW3491_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3491_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3491_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3491+STABILITY: SURFACE MOTION
 LW3491
 LW3491  HISTORY     - Date     Condition        Report By
 LW3491  HISTORY     - 1937     MONUMENTED       CTGS
 LW3491  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW3491  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3491  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 LW3491  HISTORY     - 1979     GOOD             NGS
 LW3491  HISTORY     - 1985     GOOD             RIGS
 LW3491  HISTORY     - 1987     GOOD             RIGS
 LW3491
 LW3491                          STATION DESCRIPTION
 LW3491
 LW3491'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3491'STATION IS ON WOLF HILL, A WOODED HILL, BY AIRLINES ABOUT 1.0
 LW3491'MILES WEST OF GEORGIAVILLE, AND ABOUT 1.5 MILES NORTHEAST OF
 LW3491'GREENVILLE, ON THE PROPERTY OF OSCAR H. STEEVE.  IT IS ON THE
 LW3491'SUMMIT OF A HILL OF SCRUB OAK SAPLINGS.
 LW3491'
 LW3491'TO REACH FROM OVERHEAD TRAFFIC BLINKER IN GEORGIAVILLE, (WHICH
 LW3491'IS A SMALL TOWN ABOUT 7 MILES NORTHWEST OF PROVIDENCE ON THE
 LW3491'ROAD FROM CENTERDALE TO SMITHFIELD), GO LEFT ON ASPHALT ROAD
 LW3491'(AT SIGN WOONSOCKET-8, PROVIDENCE-7, STILLWATER-2, MANVILLE-8)
 LW3491'0.2 MILE TO T AT 2-STORY HOUSE (RESIDENCE OF ALPHONSE STEELE)
 LW3491'AND AT DOUBLE GARAGE TURN RIGHT AND GO 0.1 MILE TO Y, BEAR LEFT,
 LW3491'UP HILL AND GO 0.55 MILES TO DIM T ROAD OPPOSITE POLE 44,
 LW3491'CONTINUE STRAIGHT AHEAD 0.1 MILE TO ANOTHER DIM T RIGHT NEAR
 LW3491'POLE 47 AND OPPOSITE A LARGE PINE TREE ON LEFT, TURN RIGHT
 LW3491'AND GO 200 YARDS ALONG AN OLD WAGON ROAD TO A POINT WITHIN
 LW3491'100 YARDS OF THE STATION.  PARK TRUCK HERE AND FOLLOW BLAZED
 LW3491'TRAIL NORTHWEST TO STATION.  THE STATION MARK IS
 LW3491'STANDARD DISK STAMPED WOLF-1937 SET IN A SQUARE CONCRETE POST,
 LW3491'THE TOP BEING FLUSH WITH THE GROUND.
 LW3491'
 LW3491'UNDERGROUND STATION MARK SET ABOUT 36 INCHES BELOW GROUND LEVEL,
 LW3491'A STANDARD DISK SET IN A BLOCK OF CONCRETE WITH 3 INCHES OF SAND
 LW3491'BETWEEN DISK AND SURFACE MONUMENT.
 LW3491'
 LW3491'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LW3491'DISKS SET IN CONCRETE, IN A BOULDER, AND IN OUTCROPPING BEDROCK,
 LW3491'NOTES 1A, 7A, 12C, AND 12A.
 LW3491'
 LW3491'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WOLF-1937-NO. 1
 LW3491'WEDGED IN A DRILL HOLE, IN A BOULDER, 4 FEET HIGH, 6 FEET WIDE,
 LW3491'AND 8 FEET LONG.  IT IS 123.06 FEET NORTH OF THE
 LW3491'STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED
 LW3491'WOLF-1937-NO. 2 WEDGED IN A DRILL HOLE, IN OUTCROPPING BEDROCK
 LW3491'ABOUT 2 FEET IN DIAMETER.  IT IS 116.40 FEET NORTHEAST OF
 LW3491'STATION.  REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED
 LW3491'WOLF-1937-NO. 3 WEDGED IN A DRILL HOLE, IN OUTCROPPING BEDROCK
 LW3491'ABOUT 2 FEET IN DIAMETER.  IT IS 94.11 FEET SOUTHWEST OF
 LW3491'STATION.
 LW3491'
 LW3491'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 LW3491
 LW3491                          STATION RECOVERY (1958)
 LW3491
 LW3491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LW3491'THE STATION SURFACE MONUMENT WAS RECOVERED AND THE DISK WAS
 LW3491'MISSING.  A NEW SURFACE MONUMENT AND DISK WAS SET AT THIS
 LW3491'TIME.  REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AND FOUND IN GOOD
 LW3491'CONDITION.  THE FOLLOWING DISCREPANCIES WERE FOUND IN THE CARDINAL
 LW3491'DIRECTIONS TO REFERENCE MARKS 2 AND 3.  REFERENCE MARK 2 IS SOUTH
 LW3491'OF THE STATION INSTEAD OF NORTHEAST.  REFERENCE MARK 3 IS WEST OF
 LW3491'THE STATION INSTEAD OF SOUTHWEST.  THE DISTANCE TO ALL MARKS
 LW3491'CHECKED.  THE DIRECTION TO THE REFERENCE MARKS 2 AND 3
 LW3491'CHECKED.  A DIFFERENCE OF 1 MINUTE AND 2 SECONDS WAS FOUND IN THE
 LW3491'DIRECTION TO REFERENCE MARK 1.  THE DESCRIPTION OF THE STATION
 LW3491'AND ALL MARKS IS ADEQUATE.
 LW3491'
 LW3491'THE STATION IS A STANDARD DISK SET IN CONCRETE, FLUSH WITH THE
 LW3491'GROUND SURFACE, STAMPED WOLF 1937 1958.  NOTE 1C 7A.
 LW3491'
 LW3491'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WOLF 1937 NO 1 SET
 LW3491'FLUSH IN A DRILL HOLE, IN A BOULDER, 4 FEET HIGH, 6 FEET WIDE
 LW3491'AND 8 FEET LONG.  NOTE 12C.
 LW3491'
 LW3491'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE, IN
 LW3491'OUTCROPPING BEDROCK ABOUT 2 FEET IN DIAMETER.  THE DISK IS
 LW3491'STAMPED WOLF 1937 NO 2.  NOTE 12A.
 LW3491'
 LW3491'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE, IN
 LW3491'OUTCROPPING BEDROCK ABOUT 2 FEET IN DIAMETER.  THE DISK IS
 LW3491'STAMPED WOLF 1937 NO 3.  NOTE 12A.
 LW3491'
 LW3491'A NEW TO REACH FOLLOWS.
 LW3491'
 LW3491'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 104,
 LW3491'116 AND 5, ABOUT 3 MILES SOUTHEAST OF SMITHFIELD, GO SOUTHWEST
 LW3491'AND SOUTH ON HIGHWAY 116 AND 5 FOR 0.8 MILE TO A REVERSE
 LW3491'Y.  KEEP LEFT ON HIGHWAY 116 FOR 0.55 MILE TO A SIDE ROAD LEFT,
 LW3491'JUST BEFORE REACHING A SMALL STORE ON THE LEFT.  TURN LEFT
 LW3491'DOWNHILL AND GO EAST ON A PAVED ROAD FOR 0.55 MILE TO A REVERSE
 LW3491'Y.  KEEP LEFT AND GO EASTERLY ON A PAVED ROAD FOR 0.45 MILE
 LW3491'TO A FORK.  KEEP LEFT AND CONTINUE EASTERLY FOR 0.2 MILE TO
 LW3491'THE TOP OF THE HILL AND A SMALL HOUSE ON THE RIGHT.  TURN
 LW3491'LEFT AND GO NORTH ON A DIRT ROAD FOR 0.15 MILE TO A Y-FORK.
 LW3491'KEEP RIGHT AND GO NORTHERLY ON A TRACK ROAD FOR 0.05 MILE
 LW3491'TO ANOTHER FORK.  KEEP RIGHT AND NORTHERLY ON THE TRACK ROAD
 LW3491'FOR 0.1 MILE TO A POWER-LINE WHERE THE ROAD TURNS RIGHT.
 LW3491'TURN RIGHT AND GO EAST ON THE TRACK ROAD (FOLLOWING
 LW3491'POWER-LINE) FOR 0.05 MILE TO A TRACK ROAD LEFT.  TURN LEFT
 LW3491'AND GO NORTHERLY ON THE TRACK ROAD FOR 0.15 MILE TO A TREE
 LW3491'ON THE RIGHT WITH THREE NOTCHES.  TURN LEFT AND GO
 LW3491'NORTHWEST ON A BLAZED TRAIL FOR 0.1 MILE TO THE TOP OF THE
 LW3491'HILL AND THE STATION.
 LW3491'
 LW3491'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARK BECAUSE OF
 LW3491'TREES ON LINE.
 LW3491'
 LW3491'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW3491
 LW3491                          STATION RECOVERY (1968)
 LW3491
 LW3491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3491'THE STATION AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AND
 LW3491'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 LW3491'ALL MARKS CHECKED WITH THE PREVIOUS DESCRIPTION.
 LW3491'
 LW3491'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3491'
 LW3491'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF ESMOND,
 LW3491'1-1/2 MILES NORTHEAST OF GREENVILLE AND ON PROPERTY OWNED BY
 LW3491'MR. WILLIAM H. STEERE.
 LW3491'
 LW3491'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44
 LW3491'AND 116 IN GREENVILLE, GO NORTHEAST ON HIGHWAY 116 FOR 1.5 MILE
 LW3491'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON MOUNTAINDALE
 LW3491'ROAD FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 LW3491'EASTERLY ON MOUNTAINDALE ROAD FOR 0.45 MILE TO A FORK.  TAKE THE
 LW3491'LEFT FORK AND CONTINUE EASTERLY ON THE PAVED ROAD FOR 0.25 MILE
 LW3491'TO THE TOP OF A HILL AND A FORK.  TAKE THE LEFT FORK AND GO
 LW3491'NORTHEASTERLY ON A TRACK ROAD FOR 0.1 MILE TO A FORK.  TAKE
 LW3491'THE RIGHT FORK AND CONTINUE NORTHEASTERLY ON THE TRACK ROAD
 LW3491'FOR 0.1 MILE TO A SIDE ROAD LEFT IN A SMALL CLEARING.  BEAR
 LW3491'RIGHT AND GO EASTERLY ON THE TRACK ROAD FOR 0.2 MILE TO A DIM
 LW3491'SIDE ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON A DIM
 LW3491'WOODS ROAD FOR 0.1 MILE TO A DIM FORK.  TAKE THE LEFT FORK
 LW3491'AND GO NORTH AND NORTHWEST ON A DIM WOODS ROAD FOR 0.05
 LW3491'MILE TO THE HIGHEST POINT ON THE HILL AND THE STATION AS
 LW3491'DESCRIBED.
 LW3491'
 LW3491'STATION MARK, STAMPED WOLF 1937 1958 IS A STANDARD DISK SET IN
 LW3491'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT
 LW3491'IS 24.2 FEET SOUTHEAST OF A 10-INCH OAK TREE, 15.2 FEET NORTHWEST
 LW3491'OF A 6-INCH OAK TREE AND 2.6 FEET SOUTHWEST OF A METAL WITNESS
 LW3491'POST.  (NOTE--1A 7A)
 LW3491'
 LW3491'RM 1, STAMPED WOLF NO 1 1937 IS A STANDARD DISK CEMENTED IN A
 LW3491'DRILL HOLE IN A 6 X 8 FOOT BOULDER WHICH PROJECTS 3 FEET.  IT IS
 LW3491'11.6 FEET SOUTHEAST OF A 4-INCH OAK TREE, 7.6 FEET WEST OF AN
 LW3491'8-INCH OAK TREE AND 5.3 FEET NORTH OF A 5-INCH OAK
 LW3491'TREE.  (NOTE--12C)
 LW3491'
 LW3491'RM 2, STAMPED WOLF NO 2 1937 IS A STANDARD DISK CEMENTED IN
 LW3491'A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS 1
 LW3491'FOOT.  IT IS 8.5 FEET SOUTHEAST OF A 4-INCH OAK TREE, 3.5 FEET
 LW3491'WEST OF AN 8-INCH OAK TREE AND 3 FEET NORTH OF A METAL WITNESS
 LW3491'POST.  (NOTE 12A)
 LW3491'
 LW3491'RM 3, STAMPED WOLF NO 3 1937 IS A STANDARD DISK CEMENTED IN A
 LW3491'DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS 2
 LW3491'FEET.  IT IS 11.5 FEET EAST OF AN 8-INCH OAK TREE, 11.3 FEET
 LW3491'WEST OF A 5-INCH OAK TREE AND 2.5 FEET SOUTH OF A METAL WITNESS
 LW3491'POST.  (NOTE--12A)
 LW3491'
 LW3491'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 LW3491'
 LW3491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3491'1-1/2 MILES NORTHEAST OF GREENVILLE.
 LW3491
 LW3491                          STATION RECOVERY (1974)
 LW3491
 LW3491'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 LW3491'STATION FOUND IN POOR CONDITION.
 LW3491
 LW3491                          STATION RECOVERY (1979)
 LW3491
 LW3491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LW3491'THE STATION MARK AND REFERENCE MARK 1, 2 AND 3 WERE RECOVERED IN GOOD
 LW3491'CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE FOR RECOVERING THE
 LW3491'STATION.
 LW3491
 LW3491                          STATION RECOVERY (1985)
 LW3491
 LW3491'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW3491'THE STATION WAS RECOVERED AT THIS DATE.
 LW3491'REFERENCE MARK 1, 2, AND 3 WERE RECOVERED AT THIS DATE.
 LW3491
 LW3491                          STATION RECOVERY (1987)
 LW3491
 LW3491'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW3491'THE DESIGNATED MARK WAS RECOVERED WITH THE CHANGES NOTED BELOW.
 LW3491'
 LW3491'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44 AND 116
 LW3491'IN GREENVILLE, GO NORTHEAST FOR 2.4 KM (1.5 MI) ON HIGHWAY 116
 LW3491'TO A SIDE ROAD RIGHT,
 LW3491'TURN RIGHT AND GO EAST FOR 0.5 KM (0.3 MI) ON MOUNTAINDALE ROAD
 LW3491'TO A FORK,
 LW3491'TURN LEFT AND GO EAST FOR 0.7 KM (0.45 MI) ON MOUNTAINDALE TO A
 LW3491'FORK,
 LW3491'TURN LEFT AND GO EAST FOR 0.4 KM (0.25 MI) ON THE PAVED ROAD TO THE
 LW3491'TOP OF A HILL, AND A DIRT SERVICE ROAD FOR POWER POLES ON THE LEFT,
 LW3491'A FOUR WHEEL DRIVE VEHICLE MAY BE NECESSARY FROM THIS POINT,
 LW3491'TURN LEFT AND GO NORTH FOR 0.5 KM (0.3 MI) ON THE DIRT SERVICE ROAD
 LW3491'TO POWER POLE T 17289.  THE STATION IS ABOUT 79 METERS (260 FT)
 LW3491'EAST OF POLE T 17289.
 LW3491'
 LW3491'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3083 ***********************************************************************
 LW3083  DESIGNATION -  WOOD R JCT SUN CHEM CORP TANK
 LW3083  PID         -  LW3083
 LW3083  STATE/COUNTY-  RI/WASHINGTON
 LW3083  USGS QUAD   -  CAROLINA (1970)
 LW3083
 LW3083                         *CURRENT SURVEY CONTROL
 LW3083  ___________________________________________________________________
 LW3083* NAD 83(1996)-  41 26 18.31778(N)    071 41 15.42801(W)     ADJUSTED  
 LW3083* NAVD 88     -                                                        
 LW3083  ___________________________________________________________________
 LW3083  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 LW3083  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LW3083
 LW3083  HORZ ORDER  -  THIRD
 LW3083
 LW3083.The horizontal coordinates were established by classical geodetic methods
 LW3083.and adjusted by the National Geodetic Survey in August 1998..
 LW3083
 LW3083
 LW3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3083
 LW3083.The geoid height was determined by GEOID03.
 LW3083
 LW3083;                    North         East     Units Scale Factor Converg.
 LW3083;SPC RI       -    39,452.476    84,319.805   MT  0.99999677   -0 07 27.0
 LW3083;SPC RI       -   129,437.00    276,639.23   sFT  0.99999677   -0 07 27.0
 LW3083;UTM  19      - 4,590,914.567   275,461.162   MT  1.00022051   -1 46 46.0
 LW3083
 LW3083                          SUPERSEDED SURVEY CONTROL
 LW3083
 LW3083  NAD 83(1992)-  41 26 18.31647(N)    071 41 15.42723(W) AD(       ) 4
 LW3083  NAD 83(1986)-  41 26 18.31533(N)    071 41 15.42774(W) AD(       ) 4
 LW3083  NAD 27      -  41 26 17.95488(N)    071 41 17.19414(W) AD(       ) 3
 LW3083
 LW3083.Superseded values are not recommended for survey control.
 LW3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3083.See file dsdata.txt to determine how the superseded data were derived.
 LW3083
 LW3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7546190915(NAD 83)
 LW3083_MARKER: 53 = ELEVATED TANK
 LW3083
 LW3083  HISTORY     - Date     Condition        Report By
 LW3083  HISTORY     - 1968     FIRST OBSERVED   CGS
 LW3083  HISTORY     - 1984     GOOD             USPSQD
 LW3083  HISTORY     - 1988     GOOD             USPSQD
 LW3083  HISTORY     - 1990     GOOD             USPSQD
 LW3083  HISTORY     - 19910322 GOOD             USPSQD
 LW3083
 LW3083                          STATION DESCRIPTION
 LW3083
 LW3083'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3083'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF WESTERLY, 5 MILES
 LW3083'SOUTH OF HOPE VALLEY AND 1/3 MILE EAST OF THE JUNCTION OF WOOD
 LW3083'RIVER JUNCTION.
 LW3083'
 LW3083'TO REACH FROM THE POST OFFICE IN WOOD RIVER JUNCTION, GO EAST
 LW3083'ON CAROLINA ROAD FOR 0.3 MILE TO STATION ON RIGHT AS DESCRIBED.
 LW3083'
 LW3083'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
 LW3083
 LW3083                          STATION RECOVERY (1984)
 LW3083
 LW3083'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3083'STATION RECOVERED IN GOOD CONDITION.  THE NAME ON THE TANK IS NOW
 LW3083'(CARROL PRODUCTS INC.).
 LW3083
 LW3083                          STATION RECOVERY (1988)
 LW3083
 LW3083'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW3083'RECOVERED IN GOOD CONDITION.
 LW3083
 LW3083                          STATION RECOVERY (1990)
 LW3083
 LW3083'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3083'RECOVERED IN GOOD CONDITION.
 LW3083
 LW3083                          STATION RECOVERY (1991)
 LW3083
 LW3083'RECOVERY NOTE BY US POWER SQUADRON 1991 (AW)
 LW3083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3489 ***********************************************************************
 LW3489  DESIGNATION -  WOON
 LW3489  PID         -  LW3489
 LW3489  STATE/COUNTY-  RI/PROVIDENCE
 LW3489  USGS QUAD   -  GEORGIAVILLE (1975)
 LW3489
 LW3489                         *CURRENT SURVEY CONTROL
 LW3489  ___________________________________________________________________
 LW3489* NAD 83(1996)-  41 58 40.41595(N)    071 33 13.82950(W)     ADJUSTED  
 LW3489* NAVD 88     -       178.3    (meters)     585.     (feet)  VERTCON   
 LW3489  ___________________________________________________________________
 LW3489  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LW3489  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW3489
 LW3489  HORZ ORDER  -  FIRST
 LW3489
 LW3489.The horizontal coordinates were established by classical geodetic methods
 LW3489.and adjusted by the National Geodetic Survey in August 1998..
 LW3489
 LW3489.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3489
 LW3489.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3489
 LW3489.The geoid height was determined by GEOID03.
 LW3489
 LW3489;                    North         East     Units Scale Factor Converg.
 LW3489;SPC RI       -    99,354.353    95,537.673   MT  0.99999399   -0 02 09.6
 LW3489;SPC RI       -   325,965.07    313,443.18   sFT  0.99999399   -0 02 09.6
 LW3489;SPC MA M     -   858,615.305   195,537.770   MT  0.99997207   -0 02 10.2
 LW3489;SPC MA M     - 2,816,973.71    641,526.83   sFT  0.99997207   -0 02 10.2
 LW3489;UTM  19      - 4,650,476.761   288,416.228   MT  1.00015090   -1 42 31.5
 LW3489
 LW3489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3489!SPC RI       -   0.99997665  x   0.99999399  =   0.99997064
 LW3489!SPC MA M     -   0.99997665  x   0.99997207  =   0.99994872
 LW3489!UTM  19      -   0.99997665  x   1.00015090  =   1.00012755
 LW3489
 LW3489:                Primary Azimuth Mark                     Grid Az
 LW3489:SPC RI       -  BRANCH RIVER WOOL COMBING TK             005 45 36.8
 LW3489:SPC MA M     -  BRANCH RIVER WOOL COMBING TK             005 45 37.4
 LW3489:UTM  19      -  BRANCH RIVER WOOL COMBING TK             007 25 58.7
 LW3489
 LW3489|---------------------------------------------------------------------|
 LW3489| PID    Reference Object                     Distance      Geod. Az  |
 LW3489|                                                           dddmmss.s |
 LW3489| LW3490 BRANCH RIVER WOOL COMBING TK        APPROX. 2.0 KM 0054327.2 |
 LW3489| MY3685 WOONSOCKET N SMITHFIELD TANK        APPROX. 3.2 KM 0242532.6 |
 LW3489| MY3680 WOONSOCKET FIRST BAP CH CLKTWR      APPROX. 4.4 KM 0431623.7 |
 LW3489| MY3615 WOONSOCKET RADIO STA WNRI MAST      APPROX. 6.7 KM 0502835.9 |
 LW3489| LW3492 WOONSOCKET HOLY FAMILY CATH CH      APPROX. 3.1 KM 0521600.0 |
 LW3489| MY3616 WOONSOCKET MUNICIPAL TANK           APPROX. 8.5 KM 0620055.7 |
 LW3489| LW2760 CUMBERLAND HILL WATER CO SPIPE      APPROX. 8.1 KM 0903319.6 |
 LW3489| CB8680 WOON RM 3                            72.826 METERS 13219     |
 LW3489| LW2763 AIRPORT BCN N CENTRAL ST APT        APPROX. 8.4 KM 1405114.9 |
 LW3489| LW3481 MOWRY FIRE TOWER                     38.451 METERS 14154     |
 LW3489| CB8678 WOON RM 1                            22.508 METERS 14509     |
 LW3489| LW3491 WOLF RESET                          APPROX.10.5 KM 1675317.2 |
 LW3489| LW3483 NASONVILLE TUXER PLANT TANK         APPROX. 5.2 KM 2741025.9 |
 LW3489| CB8679 WOON RM 2                             8.621 METERS 27412     |
 LW3489| LW3487 SLATERSVILLE N SMITHFLD SPIPE       APPROX. 2.3 KM 3194041.3 |
 LW3489| MY3682 SLATERSVILLE N SMITHFIELD TANK      APPROX. 3.4 KM 3203634.8 |
 LW3489| MY3687 BRANCH RIVER TUPPERWARE LAB TK      APPROX. 2.6 KM 3593421.8 |
 LW3489|---------------------------------------------------------------------|
 LW3489
 LW3489                          SUPERSEDED SURVEY CONTROL
 LW3489
 LW3489  NAD 83(1996)-  41 58 40.41586(N)    071 33 13.82948(W) AD(       ) 1
 LW3489  NAD 83(1992)-  41 58 40.41472(N)    071 33 13.82839(W) AD(       ) 1
 LW3489  NAD 83(1992)-  41 58 40.41467(N)    071 33 13.82845(W) AD(       ) 1
 LW3489  NAD 83(1986)-  41 58 40.41440(N)    071 33 13.82726(W) AD(       ) 1
 LW3489  NAD 27      -  41 58 40.06011(N)    071 33 15.60097(W) AD(       ) 1
 LW3489  NGVD 29 (07/19/86)  178.5    (m)          586.     (f) VERT ANG       
 LW3489
 LW3489.Superseded values are not recommended for survey control.
 LW3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3489.See file dsdata.txt to determine how the superseded data were derived.
 LW3489
 LW3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8841650477(NAD 83)
 LW3489_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3489_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3489+STABILITY: SURFACE MOTION
 LW3489
 LW3489  HISTORY     - Date     Condition        Report By
 LW3489  HISTORY     - 1968     MONUMENTED       CGS
 LW3489  HISTORY     - 1985     GOOD             RIGS
 LW3489
 LW3489                          STATION DESCRIPTION
 LW3489
 LW3489'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3489'THE STATION IS LOCATED IN NORTH SMITHFIELD TOWNSHIP, ON THE SUMMIT
 LW3489'OF WOONSOCKET HILL, NEAR THE SITE OF THE N SMITHFIELD MOWRY
 LW3489'FIRE TOWER, ABOUT 2-1/2 MILES SOUTHWEST OF WOONSOCKET, 2 MILES
 LW3489'SOUTHEAST OF SLATERSVILLE AND ON PROPERTY CONTROLLED BY THE STATE.
 LW3489'
 LW3489'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 104 ABOUT
 LW3489'3-1/2 MILES SOUTHWEST OF WOONSOCKET, GO NORTH ON HIGHWAY 5 FOR
 LW3489'0.15 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK AND GO NORTH ON
 LW3489'WOON. HILL ROAD FOR 0.55 MILE TO A T-ROAD.  TURN RIGHT AND
 LW3489'CONTINUE NORTHEAST AND NORTH ON WOON. HILL ROAD FOR 0.7 MILE
 LW3489'TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWESTERLY ON
 LW3489'A WINDING GRAVELED ROAD FOR 0.4 MILE TO THE FIRE TOWER AND THE
 LW3489'STATION 128 FEET NORTHWEST OF THE FIRE TOWER.
 LW3489'
 LW3489'STATION MARK, A STANDARD DISK STAMPED WOON 1968, IS SET IN THE
 LW3489'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT
 LW3489'IS 114 FEET NORTHWEST OF THE NORTHWEST LEG OF THE FIRE TOWER, 6.7
 LW3489'FEET WEST OF A CONCRETE PILLAR 3 FEET HIGH (OLD FIRE TOWER
 LW3489'FOUNDATION) AND 5 FEET SOUTHEAST OF ANOTHER CONCRETE PILLAR
 LW3489'PROJECTING 3 FEET ALSO.
 LW3489'
 LW3489'R.M. 1, A STANDARD DISK STAMPED WOON NO 1 1968, IS CEMENTED
 LW3489'IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 3 FEET
 LW3489'ON THE SOUTH SIDE.  IT IS 39.7 FEET WEST-NORTHWEST OF THE
 LW3489'NORTHWEST LEG OF THE FIRE TOWER AND 54.4 FEET WEST OF THE
 LW3489'NORTHEAST LEG OF THE FIRE TOWER.
 LW3489'
 LW3489'R.M. 2, A STANDARD DISK STAMPED WOON NO 2 1968, IS CEMENTED IN
 LW3489'A DRILL HOLE IN OUTCROPPING BEDROCK WITH A 5 X 10 FOOT SURFACE AND
 LW3489'PROJECTING 3 FEET ON THE WEST END.  IT IS 2 FEET EAST OF THE WEST
 LW3489'EDGE OF THE ROCK OUTCROP AND 21.5 FEET WEST OF A CONCRETE PILLAR
 LW3489'THAT PROJECTS 3 FEET.
 LW3489'
 LW3489'R.M. 3, A STANDARD DISK STAMPED WOON NO 3 1968, IS CEMENTED IN A
 LW3489'DRILL HOLE IN OUTCROPPING BEDROCK WITH A SURFACE AREA OF ABOUT
 LW3489'2 X 6 FOOT AND PROJECTING ABOUT 1 FOOT.  IT IS 103 FEET SOUTHEAST
 LW3489'OF THE SOUTHEAST LEG OF THE FIRE TOWER, 57.5 FEET SOUTH-SOUTHEAST
 LW3489'OF A POWER POLE AND 2.6 FEET NORTHWEST OF A METAL WITNESS POST.
 LW3489'
 LW3489'HEIGHT OF LIGHT ABOVE STATION MARK 17 METERS.
 LW3489
 LW3489                          STATION RECOVERY (1985)
 LW3489
 LW3489'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985 (RJP)
 LW3489'THE STATION WAS RECOVERED AT THIS DATE.
 LW3489'THE NEW PROPERTY OWNER IS MR. DREW PALMER OF WOONSOCKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY3680 ***********************************************************************
 MY3680  DESIGNATION -  WOONSOCKET FIRST BAP CH CLKTWR
 MY3680  PID         -  MY3680
 MY3680  STATE/COUNTY-  RI/PROVIDENCE
 MY3680  USGS QUAD   -  BLACKSTONE (1979)
 MY3680
 MY3680                         *CURRENT SURVEY CONTROL
 MY3680  ___________________________________________________________________
 MY3680* NAD 83(1996)-  42 00 23.45455(N)    071 31 03.73769(W)     ADJUSTED  
 MY3680* NAVD 88     -                                                        
 MY3680  ___________________________________________________________________
 MY3680  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 MY3680  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 MY3680
 MY3680  HORZ ORDER  -  THIRD
 MY3680
 MY3680.The horizontal coordinates were established by classical geodetic methods
 MY3680.and adjusted by the National Geodetic Survey in August 1998..
 MY3680
 MY3680
 MY3680.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY3680
 MY3680.The geoid height was determined by GEOID03.
 MY3680
 MY3680;                    North         East     Units Scale Factor Converg.
 MY3680;SPC RI       -   102,532.200    98,533.293   MT  0.99999378   -0 00 42.7
 MY3680;SPC RI       -   336,391.06    323,271.31   sFT  0.99999378   -0 00 42.7
 MY3680;SPC MA M     -   861,793.073   198,533.328   MT  0.99997026   -0 00 42.8
 MY3680;SPC MA M     - 2,827,399.44    651,354.76   sFT  0.99997026   -0 00 42.8
 MY3680;UTM  19      - 4,653,566.244   291,503.820   MT  1.00013493   -1 41 07.8
 MY3680
 MY3680                          SUPERSEDED SURVEY CONTROL
 MY3680
 MY3680  NAD 83(1996)-  42 00 23.45445(N)    071 31 03.73769(W) AD(       ) 4
 MY3680  NAD 83(1992)-  42 00 23.45326(N)    071 31 03.73659(W) AD(       ) 4
 MY3680  NAD 83(1992)-  42 00 23.45321(N)    071 31 03.73661(W) AD(       ) 4
 MY3680  NAD 83(1986)-  42 00 23.45281(N)    071 31 03.73546(W) AD(       ) 4
 MY3680  NAD 27      -  42 00 23.09844(N)    071 31 05.51382(W) AD(       ) 3
 MY3680
 MY3680.Superseded values are not recommended for survey control.
 MY3680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY3680.See file dsdata.txt to determine how the superseded data were derived.
 MY3680
 MY3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9150453566(NAD 83)
 MY3680
 MY3680  HISTORY     - Date     Condition        Report By
 MY3680  HISTORY     - 1968     MONUMENTED       CGS
 MY3680
 MY3680                          STATION DESCRIPTION
 MY3680
 MY3680'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 MY3680'THE STATION, WOONSOCKET FIRST BAPTIST CHURCH CLOCK TOWER, IS THE
 MY3680'TOP CENTER OF THE SQUARE CLOCK TOWER WHICH IS ABOUT 50 FEET IN
 MY3680'HEIGHT.
 MY3680'
 MY3680'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF BLACKSTONE
 MY3680'STREET AND SPRING STREET IN THE NORTH PART OF WOONSOCKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3492 ***********************************************************************
 LW3492  DESIGNATION -  WOONSOCKET HOLY FAMILY CATH CH
 LW3492  PID         -  LW3492
 LW3492  STATE/COUNTY-  RI/PROVIDENCE
 LW3492  USGS QUAD   -  GEORGIAVILLE (1975)
 LW3492
 LW3492                         *CURRENT SURVEY CONTROL
 LW3492  ___________________________________________________________________
 LW3492* NAD 83(1996)-  41 59 41.81396(N)    071 31 27.44209(W)     ADJUSTED  
 LW3492* NAVD 88     -                                                        
 LW3492  ___________________________________________________________________
 LW3492  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LW3492  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LW3492
 LW3492  HORZ ORDER  -  THIRD
 LW3492
 LW3492.The horizontal coordinates were established by classical geodetic methods
 LW3492.and adjusted by the National Geodetic Survey in August 1998..
 LW3492
 LW3492
 LW3492.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3492
 LW3492.The geoid height was determined by GEOID03.
 LW3492
 LW3492;                    North         East     Units Scale Factor Converg.
 LW3492;SPC RI       -   101,247.575    97,987.452   MT  0.99999380   -0 00 58.5
 LW3492;SPC RI       -   332,176.42    321,480.50   sFT  0.99999380   -0 00 58.5
 LW3492;SPC MA M     -   860,508.479   197,987.498   MT  0.99997096   -0 00 58.7
 LW3492;SPC MA M     - 2,823,184.90    649,563.98   sFT  0.99997096   -0 00 58.7
 LW3492;UTM  19      - 4,652,297.928   290,920.614   MT  1.00013793   -1 41 22.3
 LW3492
 LW3492                          SUPERSEDED SURVEY CONTROL
 LW3492
 LW3492  NAD 83(1996)-  41 59 41.81388(N)    071 31 27.44208(W) AD(       ) 4
 LW3492  NAD 83(1992)-  41 59 41.81268(N)    071 31 27.44100(W) AD(       ) 4
 LW3492  NAD 83(1992)-  41 59 41.81264(N)    071 31 27.44103(W) AD(       ) 4
 LW3492  NAD 83(1986)-  41 59 41.81219(N)    071 31 27.43993(W) AD(       ) 4
 LW3492  NAD 27      -  41 59 41.45838(N)    071 31 29.21404(W) AD(       ) 3
 LW3492
 LW3492.Superseded values are not recommended for survey control.
 LW3492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3492.See file dsdata.txt to determine how the superseded data were derived.
 LW3492
 LW3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9092152298(NAD 83)
 LW3492
 LW3492  HISTORY     - Date     Condition        Report By
 LW3492  HISTORY     - 1968     MONUMENTED       CGS
 LW3492
 LW3492                          STATION DESCRIPTION
 LW3492
 LW3492'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3492'THE STATION, WOONSOCKET HOLY FAMILY CATHOLIC CHURCH SPIRE, IS THE
 LW3492'TOP CENTER OF THE CROSS ATOP THE SPIRE WHICH IS ABOUT 100
 LW3492'FEET IN HEIGHT.
 LW3492'
 LW3492'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 146A
 LW3492'AND SOUTH MAIN STREET IN THE WEST EDGE OF WOONSOCKET, GO EAST
 LW3492'ON SOUTH MAIN STREET FOR 0.25 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY3616 ***********************************************************************
 MY3616  DESIGNATION -  WOONSOCKET MUNICIPAL TANK
 MY3616  PID         -  MY3616
 MY3616  STATE/COUNTY-  RI/PROVIDENCE
 MY3616  USGS QUAD   -  FRANKLIN (1979)
 MY3616
 MY3616                         *CURRENT SURVEY CONTROL
 MY3616  ___________________________________________________________________
 MY3616* NAD 83(1996)-  42 00 49.47019(N)    071 27 47.82796(W)     ADJUSTED  
 MY3616* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 MY3616  ___________________________________________________________________
 MY3616  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 MY3616  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 MY3616
 MY3616  HORZ ORDER  -  THIRD
 MY3616
 MY3616.The horizontal coordinates were established by classical geodetic methods
 MY3616.and adjusted by the National Geodetic Survey in August 1998..
 MY3616
 MY3616.The orthometric height was scaled from a topographic map.
 MY3616
 MY3616.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY3616
 MY3616.The geoid height was determined by GEOID03.
 MY3616
 MY3616;                    North         East     Units Scale Factor Converg.
 MY3616;SPC RI       -   103,335.375   103,041.147   MT  0.99999386   +0 01 28.5
 MY3616;SPC RI       -   339,026.14    338,060.83   sFT  0.99999386   +0 01 28.5
 MY3616;SPC MA M     -   862,596.232   203,041.074   MT  0.99996984   +0 01 28.8
 MY3616;SPC MA M     - 2,830,034.47    666,143.92   sFT  0.99996984   +0 01 28.8
 MY3616;UTM  19      - 4,654,237.498   296,033.797   MT  1.00011194   -1 38 57.4
 MY3616
 MY3616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY3616!SPC RI       -   0.99998422  x   0.99999386  =   0.99997808
 MY3616!SPC MA M     -   0.99998422  x   0.99996984  =   0.99995406
 MY3616!UTM  19      -   0.99998422  x   1.00011194  =   1.00009616
 MY3616
 MY3616                          SUPERSEDED SURVEY CONTROL
 MY3616
 MY3616  NAD 83(1996)-  42 00 49.47013(N)    071 27 47.82799(W) AD(       ) 4
 MY3616  NAD 83(1992)-  42 00 49.46886(N)    071 27 47.82689(W) AD(       ) 4
 MY3616  NAD 83(1992)-  42 00 49.46882(N)    071 27 47.82693(W) AD(       ) 4
 MY3616  NAD 83(1986)-  42 00 49.46813(N)    071 27 47.82567(W) AD(       ) 4
 MY3616  NAD 27      -  42 00 49.11512(N)    071 27 49.61052(W) AD(       ) 3
 MY3616
 MY3616.Superseded values are not recommended for survey control.
 MY3616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY3616.See file dsdata.txt to determine how the superseded data were derived.
 MY3616
 MY3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9603454237(NAD 83)
 MY3616_MARKER: 53 = ELEVATED TANK
 MY3616_SETTING: 0 = UNSPECIFIED SETTING
 MY3616
 MY3616  HISTORY     - Date     Condition        Report By
 MY3616  HISTORY     - UNK      FIRST OBSERVED
 MY3616  HISTORY     - 1968     GOOD             CGS
 MY3616  HISTORY     - 19740805 GOOD             MAGS
 MY3616  HISTORY     - 1987     GOOD             RIGS
 MY3616
 MY3616                          STATION DESCRIPTION
 MY3616
 MY3616'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 MY3616'THE STATION, WOONSOCKET MUNICIPAL WATER TANK, IS THE TOP CENTER
 MY3616'OF THE LARGE SQUATTY, CYLINDRICAL TANK SUPPORTED BY 10 STEEL
 MY3616'LEGS AND IS PAINTED IN ALTERNATING SECTIONS OF RED AND WHITE.  THE
 MY3616'TANK IS ABOUT 125 FEET IN HEIGHT AND HAS THE WORD WOONSOCKET
 MY3616'PAINTED ON THE TANK.
 MY3616'
 MY3616'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 MY3616'122 IN THE EAST EDGE OF WOONSOCKET, GO EAST ON STATE HIGHWAY 11
 MY3616'FOR 1.0 MILE TO THE STATION ON THE RIGHT.
 MY3616
 MY3616                          STATION RECOVERY (1974)
 MY3616
 MY3616'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1974
 MY3616'RECOVERED IN GOOD CONDITION.
 MY3616
 MY3616                          STATION RECOVERY (1987)
 MY3616
 MY3616'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 MY3616'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 MY3616'
 MY3616'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY3685 ***********************************************************************
 MY3685  DESIGNATION -  WOONSOCKET N SMITHFIELD TANK
 MY3685  PID         -  MY3685
 MY3685  STATE/COUNTY-  RI/PROVIDENCE
 MY3685  USGS QUAD   -  BLACKSTONE (1979)
 MY3685
 MY3685                         *CURRENT SURVEY CONTROL
 MY3685  ___________________________________________________________________
 MY3685* NAD 83(1996)-  42 00 16.07946(N)    071 32 15.57653(W)     ADJUSTED  
 MY3685* NAVD 88     -                                                        
 MY3685  ___________________________________________________________________
 MY3685  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 MY3685  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 MY3685
 MY3685  HORZ ORDER  -  THIRD
 MY3685
 MY3685.The horizontal coordinates were established by classical geodetic methods
 MY3685.and adjusted by the National Geodetic Survey in August 1998..
 MY3685
 MY3685
 MY3685.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY3685
 MY3685.The geoid height was determined by GEOID03.
 MY3685
 MY3685;                    North         East     Units Scale Factor Converg.
 MY3685;SPC RI       -   102,305.187    96,880.066   MT  0.99999387   -0 01 30.7
 MY3685;SPC RI       -   335,646.27    317,847.35   sFT  0.99999387   -0 01 30.7
 MY3685;SPC MA M     -   861,566.068   196,880.139   MT  0.99997038   -0 01 31.1
 MY3685;SPC MA M     - 2,826,654.67    645,930.92   sFT  0.99997038   -0 01 31.1
 MY3685;UTM  19      - 4,653,387.586   289,844.427   MT  1.00014348   -1 41 55.7
 MY3685
 MY3685                          SUPERSEDED SURVEY CONTROL
 MY3685
 MY3685  NAD 83(1996)-  42 00 16.07936(N)    071 32 15.57652(W) AD(       ) 4
 MY3685  NAD 83(1992)-  42 00 16.07819(N)    071 32 15.57541(W) AD(       ) 4
 MY3685  NAD 83(1992)-  42 00 16.07815(N)    071 32 15.57544(W) AD(       ) 4
 MY3685  NAD 83(1986)-  42 00 16.07774(N)    071 32 15.57430(W) AD(       ) 4
 MY3685  NAD 27      -  42 00 15.72341(N)    071 32 17.34959(W) AD(       ) 3
 MY3685
 MY3685.Superseded values are not recommended for survey control.
 MY3685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY3685.See file dsdata.txt to determine how the superseded data were derived.
 MY3685
 MY3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG8984453388(NAD 83)
 MY3685
 MY3685  HISTORY     - Date     Condition        Report By
 MY3685  HISTORY     - 1968     MONUMENTED       CGS
 MY3685
 MY3685                          STATION DESCRIPTION
 MY3685
 MY3685'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 MY3685'THE STATION, NORTH SMITHFIELD TOWN WATER TANK, IS THE TOP CENTER
 MY3685'OF THE SILVER CYLINDRICAL TANK WHICH IS SUPPORTED BY 4 STEEL
 MY3685'LEGS AND IS ABOUT 100 FEET IN HEIGHT.
 MY3685'
 MY3685'TO REACH THE STATION FROM WHERE STATE HIGHWAY 146A CROSSES OVER
 MY3685'STATE HIGHWAY 146, GO EAST ON STATE HIGHWAY 146A FOR 0.7 MILE TO
 MY3685'A ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.65 MILE TO A ROAD
 MY3685'RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE STATION ON THE
 MY3685'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY3615 ***********************************************************************
 MY3615  DESIGNATION -  WOONSOCKET RADIO STA WNRI MAST
 MY3615  PID         -  MY3615
 MY3615  STATE/COUNTY-  RI/PROVIDENCE
 MY3615  USGS QUAD   -  FRANKLIN (1979)
 MY3615
 MY3615                         *CURRENT SURVEY CONTROL
 MY3615  ___________________________________________________________________
 MY3615* NAD 83(1996)-  42 00 58.99651(N)    071 29 28.48144(W)     ADJUSTED  
 MY3615* NAVD 88     -                                                        
 MY3615  ___________________________________________________________________
 MY3615  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 MY3615  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 MY3615
 MY3615  HORZ ORDER  -  THIRD
 MY3615
 MY3615.The horizontal coordinates were established by classical geodetic methods
 MY3615.and adjusted by the National Geodetic Survey in August 1998..
 MY3615
 MY3615
 MY3615.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY3615
 MY3615.The geoid height was determined by GEOID03.
 MY3615
 MY3615;                    North         East     Units Scale Factor Converg.
 MY3615;SPC RI       -   103,628.681   100,725.181   MT  0.99999376   +0 00 21.1
 MY3615;SPC RI       -   339,988.43    330,462.53   sFT  0.99999376   +0 00 21.1
 MY3615;SPC MA M     -   862,889.528   200,725.163   MT  0.99996970   +0 00 21.2
 MY3615;SPC MA M     - 2,830,996.73    658,545.81   sFT  0.99996970   +0 00 21.2
 MY3615;UTM  19      - 4,654,598.375   293,727.101   MT  1.00012358   -1 40 05.1
 MY3615
 MY3615                          SUPERSEDED SURVEY CONTROL
 MY3615
 MY3615  NAD 83(1996)-  42 00 58.99645(N)    071 29 28.48145(W) AD(       ) 4
 MY3615  NAD 83(1992)-  42 00 58.99525(N)    071 29 28.48026(W) AD(       ) 4
 MY3615  NAD 83(1992)-  42 00 58.99521(N)    071 29 28.48030(W) AD(       ) 4
 MY3615  NAD 83(1986)-  42 00 58.99474(N)    071 29 28.47903(W) AD(       ) 4
 MY3615  NAD 27      -  42 00 58.63947(N)    071 29 30.26283(W) AD(       ) 3
 MY3615
 MY3615.Superseded values are not recommended for survey control.
 MY3615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY3615.See file dsdata.txt to determine how the superseded data were derived.
 MY3615
 MY3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9372754598(NAD 83)
 MY3615
 MY3615  HISTORY     - Date     Condition        Report By
 MY3615  HISTORY     - 1968     MONUMENTED       CGS
 MY3615
 MY3615                          STATION DESCRIPTION
 MY3615
 MY3615'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 MY3615'THE STATION, WOONSOCKET WNRI RADIO MAST, IS THE TOP CENTER OF THE
 MY3615'TRIANGULAR MAST WHICH IS PAINTED IN ALTERNATING SECTIONS OF RED
 MY3615'AND WHITE.  THE MAST IS ABOUT 200 FEET IN HEIGHT AND OWNED BY
 MY3615'THE FRIENDLY BROADCASTING CO. OF WOONSOCKET.
 MY3615'
 MY3615'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 MY3615'122 IN EAST EDGE OF WOONSOCKET, GO WEST ON STATE HIGHWAY 11 FOR
 MY3615'0.5 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3485 ***********************************************************************
 LW3485  DESIGNATION -  WOONSOCKET WATER MT CHAR SPIPE
 LW3485  PID         -  LW3485
 LW3485  STATE/COUNTY-  RI/PROVIDENCE
 LW3485  USGS QUAD   -  GEORGIAVILLE (1975)
 LW3485
 LW3485                         *CURRENT SURVEY CONTROL
 LW3485  ___________________________________________________________________
 LW3485* NAD 83(1996)-  41 59 43.19469(N)    071 30 17.62613(W)     ADJUSTED  
 LW3485* NAVD 88     -                                                        
 LW3485  ___________________________________________________________________
 LW3485  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 LW3485  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LW3485
 LW3485  HORZ ORDER  -  THIRD
 LW3485
 LW3485.The horizontal coordinates were established by classical geodetic methods
 LW3485.and adjusted by the National Geodetic Survey in August 1998..
 LW3485
 LW3485
 LW3485.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3485
 LW3485.The geoid height was determined by GEOID03.
 LW3485
 LW3485;                    North         East     Units Scale Factor Converg.
 LW3485;SPC RI       -   101,289.902    99,594.323   MT  0.99999375   -0 00 11.8
 LW3485;SPC RI       -   332,315.29    326,752.37   sFT  0.99999375   -0 00 11.8
 LW3485;SPC MA M     -   860,550.804   199,594.333   MT  0.99997094   -0 00 11.8
 LW3485;SPC MA M     - 2,823,323.76    654,835.74   sFT  0.99997094   -0 00 11.8
 LW3485;UTM  19      - 4,652,293.315   292,528.261   MT  1.00012969   -1 40 35.6
 LW3485
 LW3485                          SUPERSEDED SURVEY CONTROL
 LW3485
 LW3485  NAD 83(1996)-  41 59 43.19463(N)    071 30 17.62614(W) AD(       ) 4
 LW3485  NAD 83(1992)-  41 59 43.19335(N)    071 30 17.62505(W) AD(       ) 4
 LW3485  NAD 83(1992)-  41 59 43.19331(N)    071 30 17.62509(W) AD(       ) 4
 LW3485  NAD 83(1986)-  41 59 43.19102(N)    071 30 17.62364(W) AD(       ) 4
 LW3485  NAD 27      -  41 59 42.84423(N)    071 30 19.40347(W) AD(       ) 3
 LW3485
 LW3485.Superseded values are not recommended for survey control.
 LW3485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3485.See file dsdata.txt to determine how the superseded data were derived.
 LW3485
 LW3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9252852293(NAD 83)
 LW3485_MARKER: 52 = STANDPIPE TANK
 LW3485_SETTING: 0 = UNSPECIFIED SETTING
 LW3485
 LW3485  HISTORY     - Date     Condition        Report By
 LW3485  HISTORY     - 1937     FIRST OBSERVED   CTGS
 LW3485  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3485  HISTORY     - 1987     GOOD             RIGS
 LW3485
 LW3485                          STATION DESCRIPTION
 LW3485
 LW3485'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3485'A STEEL TANK ABOUT 150 FEET HIGH AND 45 FEET IN DIAMETER IS
 LW3485'SITUATED IN THE CITY OF WOONSOCKET AT THE CORNER OF WASHINGTON
 LW3485'STREET AND WELLES STREET.  IT IS A BLACK PAINTED TANK WITH A SMALL
 LW3485'SECTION OF THE TOP PAINTED GOLD.  THE POINT OBSERVED ON WAS THE
 LW3485'CENTER OF THE TANK AT THE TOP.  IT WAS OBSERVED FROM STATIONS
 LW3485'HERRING, CHOPMIST, AND BEACONPOLE (V.G.).
 LW3485
 LW3485                          STATION RECOVERY (1968)
 LW3485
 LW3485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3485'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED WITH THE ONLY
 LW3485'CHANGE BEING THAT THE TANK IS NOW PAINTED SILVER.
 LW3485
 LW3485                          STATION RECOVERY (1987)
 LW3485
 LW3485'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW3485'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LW3485'
 LW3485'RECOVERED BY THE RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5613 ***********************************************************************
 AI5613  SACS        -  This is a Secondary Airport Control Station.
 AI5613  DESIGNATION -  WST A
 AI5613  PID         -  AI5613
 AI5613  STATE/COUNTY-  RI/WASHINGTON
 AI5613  USGS QUAD   -  WATCH HILL (1984)
 AI5613
 AI5613                         *CURRENT SURVEY CONTROL
 AI5613  ___________________________________________________________________
 AI5613* NAD 83(1996)-  41 20 48.48269(N)    071 47 44.06783(W)     ADJUSTED  
 AI5613* NAVD 88     -        24.21   (meters)      79.4    (feet)  GPS OBS   
 AI5613  ___________________________________________________________________
 AI5613  X           -   1,498,069.770 (meters)                     COMP
 AI5613  Y           -  -4,555,219.217 (meters)                     COMP
 AI5613  Z           -   4,191,409.774 (meters)                     COMP
 AI5613  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AI5613  ELLIP HEIGHT-          -6.39  (meters)          (06/04/02) GPS OBS
 AI5613  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AI5613
 AI5613  HORZ ORDER  -  FIRST
 AI5613  ELLP ORDER  -  FOURTH    CLASS I
 AI5613
 AI5613.This mark is at Westerly State Airport (WST)
 AI5613
 AI5613.The horizontal coordinates were established by GPS observations
 AI5613.and adjusted by the National Geodetic Survey in May 2000..
 AI5613
 AI5613.The orthometric height was determined by GPS observations and a
 AI5613.high-resolution geoid model.
 AI5613
 AI5613.GPS derived orthometric heights for airport stations designated as
 AI5613.PACS or SACS are published to 2 decimal places.  This maintains
 AI5613.centimeter relative accuracy between the PACS and SACS.  It does
 AI5613.not indicate centimeter accuracy relative to other marks which are
 AI5613.part of the NAVD 88 network.
 AI5613
 AI5613.Photographs are available for this station.
 AI5613
 AI5613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5613
 AI5613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5613
 AI5613.The ellipsoidal height was determined by GPS observations
 AI5613.and is referenced to NAD 83.
 AI5613
 AI5613.The geoid height was determined by GEOID03.
 AI5613
 AI5613;                    North         East     Units Scale Factor Converg.
 AI5613;SPC RI       -    29,302.151    75,262.738   MT  1.00000128   -0 11 42.9
 AI5613;SPC RI       -    96,135.47    246,924.50   sFT  1.00000128   -0 11 42.9
 AI5613;UTM  19      - 4,581,027.413   266,112.606   MT  1.00027327   -1 50 51.5
 AI5613
 AI5613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5613!SPC RI       -   1.00000100  x   1.00000128  =   1.00000228
 AI5613!UTM  19      -   1.00000100  x   1.00027327  =   1.00027427
 AI5613
 AI5613                          SUPERSEDED SURVEY CONTROL
 AI5613
 AI5613  ELLIP H (05/22/00)   -6.40   (m)                       GP(       ) 4 1
 AI5613
 AI5613.Superseded values are not recommended for survey control.
 AI5613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5613.See file dsdata.txt to determine how the superseded data were derived.
 AI5613
 AI5613_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6611381027(NAD 83)
 AI5613_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5613_SETTING: 80 = SET IN A BOULDER
 AI5613_STAMPING: WST A 1999
 AI5613_MARK LOGO: NGS   
 AI5613_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5613+STABILITY: SURFACE MOTION
 AI5613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5613+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5613
 AI5613  HISTORY     - Date     Condition        Report By
 AI5613  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5613
 AI5613                          STATION DESCRIPTION
 AI5613
 AI5613'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5613'THE STATION IS LOCATED APPROXIMATELY 10.5 KM (6.50 MI) EAST-NORTHEAST
 AI5613'OF STONINGTON CT, 4.7 KM (2.90 MI) SOUTHEAST OF WESTERLY RI, 3.8 KM
 AI5613'(2.35 MI) NORTHEAST OF AVONDALE CT, AT THE WESTERLY STATE AIRPORT.
 AI5613'OWNERSHIP-- WESTERLY STATE AIRPORT, C/O TRACEY SMITH AIRPORT MANAGER,
 AI5613'WESTERLY STATE AIRPORT, 56 AIRPORT ROAD, WESTERLY RI 02891, PHONE
 AI5613'NUMBER 401-596-2357, FAX NUMBER 401-596-7586.  THIS STATION REQUIRES
 AI5613'24 HOUR PRIOR NOTICE FOR ACCESS.
 AI5613'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 1 AND STATE
 AI5613'HIGHWAY 91 IN WESTERLY, GO SOUTHEASTERLY ON U.S.  1 FOR 1.55 MI (2.49
 AI5613'KM) TO A SIDE ROAD RIGHT AND A SIGN FOR THE WESTERLY AIRPORT, TURN
 AI5613'RIGHT AND GO SOUTHWEST FOR 0.6 MI (1.0 KM) TO A ROAD LEFT LEADING TO
 AI5613'THE AIRPORT, TURN LEFT, GO EAST AND NORTHEAST FOR 0.25 MI (0.40 KM) TO
 AI5613'THE TERMINAL BUILDING ON THE RIGHT AND THE PARKING LOT ENTRANCE
 AI5613'STRAIGHT AHEAD.  FROM THE TERMINAL PROCEED SOUTHEASTERLY 0.15 MI (0.24
 AI5613'KM) ACROSS THE TARMAC AND TAXIWAY TO RUNWAY 14-32, PROCEED
 AI5613'SOUTHEASTERLY 0.30 MI (0.48 KM) ALONG RUNWAY 14-32 TO THE END AND THE
 AI5613'STATION ON THE LEFT.
 AI5613'THE STATION IS A NGS HORIZONTAL CONTROL MARK STAMPED--WST A 1999-- SET
 AI5613'IN A BOULDER.  THE STATION IS LOCATED 90.6 M (297.2 FT) FROM THE
 AI5613'SOUTHWESTERLY CORNER OF RUNWAY 32 AT A MAGNETIC COMPASS BEARING OF
 AI5613'SOUTH 84 DEGREES EAST, 71.8 M (235.6 FT) FROM THE NORTHEASTERLY CORNER
 AI5613'OF RUNWAY 32 AT A MAGNETIC COMPASS BEARING OF SOUTH 72 DEGREES EAST,
 AI5613'AND 33.0 M (108.3 FT) FROM A TREELINE TO THE NORTHEAST AT A MAGNETIC
 AI5613'COMPASS BEARING OF STOUH 50 DEGREES WEST.  THIS STATION IS DESIGNATED
 AI5613'AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5614 ***********************************************************************
 AI5614  SACS        -  This is a Secondary Airport Control Station.
 AI5614  DESIGNATION -  WST B
 AI5614  PID         -  AI5614
 AI5614  STATE/COUNTY-  RI/WASHINGTON
 AI5614  USGS QUAD   -  WATCH HILL (1984)
 AI5614
 AI5614                         *CURRENT SURVEY CONTROL
 AI5614  ___________________________________________________________________
 AI5614* NAD 83(1996)-  41 20 41.04794(N)    071 48 36.57598(W)     ADJUSTED  
 AI5614* NAVD 88     -        16.85   (meters)      55.3    (feet)  GPS OBS   
 AI5614  ___________________________________________________________________
 AI5614  X           -   1,496,955.684 (meters)                     COMP
 AI5614  Y           -  -4,555,739.110 (meters)                     COMP
 AI5614  Z           -   4,191,232.708 (meters)                     COMP
 AI5614  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AI5614  ELLIP HEIGHT-         -13.77  (meters)          (06/04/02) GPS OBS
 AI5614  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AI5614
 AI5614  HORZ ORDER  -  FIRST
 AI5614  ELLP ORDER  -  FOURTH    CLASS I
 AI5614
 AI5614.This mark is at Westerly State Airport (WST)
 AI5614
 AI5614.The horizontal coordinates were established by GPS observations
 AI5614.and adjusted by the National Geodetic Survey in May 2000..
 AI5614
 AI5614.The orthometric height was determined by GPS observations and a
 AI5614.high-resolution geoid model.
 AI5614
 AI5614.GPS derived orthometric heights for airport stations designated as
 AI5614.PACS or SACS are published to 2 decimal places.  This maintains
 AI5614.centimeter relative accuracy between the PACS and SACS.  It does
 AI5614.not indicate centimeter accuracy relative to other marks which are
 AI5614.part of the NAVD 88 network.
 AI5614
 AI5614.Photographs are available for this station.
 AI5614
 AI5614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5614
 AI5614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5614
 AI5614.The ellipsoidal height was determined by GPS observations
 AI5614.and is referenced to NAD 83.
 AI5614
 AI5614.The geoid height was determined by GEOID03.
 AI5614
 AI5614;                    North         East     Units Scale Factor Converg.
 AI5614;SPC RI       -    29,077.051    74,041.216   MT  1.00000204   -0 12 17.6
 AI5614;SPC RI       -    95,396.96    242,916.89   sFT  1.00000204   -0 12 17.6
 AI5614;UTM  19      - 4,580,837.577   264,884.763   MT  1.00028036   -1 51 25.9
 AI5614
 AI5614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5614!SPC RI       -   1.00000216  x   1.00000204  =   1.00000420
 AI5614!UTM  19      -   1.00000216  x   1.00028036  =   1.00028252
 AI5614
 AI5614                          SUPERSEDED SURVEY CONTROL
 AI5614
 AI5614.No superseded survey control is available for this station.
 AI5614
 AI5614_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6488580838(NAD 83)
 AI5614_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5614_STAMPING: WST B 1999
 AI5614_MARK LOGO: NGS   
 AI5614_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5614+STABILITY: SURFACE MOTION
 AI5614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5614+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5614
 AI5614  HISTORY     - Date     Condition        Report By
 AI5614  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5614
 AI5614                          STATION DESCRIPTION
 AI5614
 AI5614'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5614'THE STATION IS LOCATED APPROXIMATELY 6.5 MI (10.5 KM) EAST-NORTHEAST
 AI5614'OF STONINGTON, CT, 2.90 MI (4.67 KM) SOUTHEAST OF WESTERLY, RI, 2.35
 AI5614'MI (3.78 KM) NORTHEAST OF AVONDALE, CT, AT THE WESTERLY STATE AIRPORT.
 AI5614'OWNERSHIP-- WESTERLY STATE AIRPORT, C/O TRACEY SMITH AIRPORT MANAGER,
 AI5614'WESTERLY STATE AIRPORT, 56 AIRPORT ROAD, WESTERLY RI 02891, PHONE
 AI5614'NUMBER 401-596-2357, FAX NUMBER 401-596-7586.  THIS STATION REQUIRES
 AI5614'24 HOUR PRIOR NOTICE FOR ACCESS.
 AI5614'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 1 AND STATE
 AI5614'HIGHWAY 91 IN WESTERLY, GO SOUTHEASTERLY ON U.S.  1 FOR 1.55 MI (2.49
 AI5614'KM) TO A SIDE ROAD RIGHT AND A SIGN WESTERLY AIRPORT, TURN RIGHT AND
 AI5614'GO SOUTHWEST FOR 0.6 MI (1.0 KM) TO A ROAD LEFT LEADING TO THE
 AI5614'AIRPORT, TURN LEFT, GO EAST AND NORTHEAST FOR 0.25 MI (0.40 KM) TO THE
 AI5614'TERMINAL ON THE RIGHT AND PARKING LOT ENTRANCE STRAIGHT AHEAD.  FROM
 AI5614'THE TERMINAL PROCEED 0.15 MI (0.24 KM) SOUTHEASTERLY ACROSS THE TARMAC
 AI5614'TO TAXIWAY B, THEN 0.1 MI (0.2 KM) ALONG TAXIWAY B AND ACROSS RUNWAY
 AI5614'7-25, THEN 0.35 MI (0.56 KM) PARALLEL TO RUNWAY 7-25 TO THE STATION ON
 AI5614'THE LEFT.
 AI5614'THE STATION IS A BRONZE NGS HORIZONTAL CONTROL DISK STAMPED--WST B
 AI5614'1999-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER CONCRETE MONUMENT
 AI5614'1.2 M (3.9 FT) IN DEPTH.  THE STATION IS LOCATED 140.5 M (461.0 FT)
 AI5614'FROM THE SOUTHEAST CORNER OF THE FIRST SET OF VASI LIGHTS AT A
 AI5614'MAGNETIC COMPASS AZIMUTH OF 348 DEGREES, 117.4 M (385.2 FT) FROM THE
 AI5614'SOUTH CORNER OF RUNWAY 7-25 AT A MAGNETIC COMPASS AZIMUTH OF 332
 AI5614'DEGREES, AND 7.35 M (24.11 FT) FROM A CHAIN LINK FENCE AT A MAGNETIC
 AI5614'COMPASS AZIMUTH OF 144 DEGREES.  THE STATION IS DESIGNATED AS A
 AI5614'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1900 ***********************************************************************
 LW1900  DESIGNATION -  WW 001
 LW1900  PID         -  LW1900
 LW1900  STATE/COUNTY-  RI/KENT
 LW1900  USGS QUAD   -  CROMPTON (1995)
 LW1900
 LW1900                         *CURRENT SURVEY CONTROL
 LW1900  ___________________________________________________________________
 LW1900* NAD 83(1996)-  41 40 00.16560(N)    071 30 45.22396(W)     ADJUSTED  
 LW1900* NAVD 88     -        79.628  (meters)     261.25   (feet)  ADJUSTED  
 LW1900  ___________________________________________________________________
 LW1900  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 LW1900  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW1900  DYNAMIC HT  -          79.600 (meters)     261.15  (feet)  COMP
 LW1900  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 LW1900
 LW1900  HORZ ORDER  -  SECOND
 LW1900  VERT ORDER  -  SECOND    CLASS II
 LW1900
 LW1900.The horizontal coordinates were established by classical geodetic methods
 LW1900.and adjusted by the National Geodetic Survey in August 1998..
 LW1900.No horizontal observational check was made to the station.
 LW1900
 LW1900.The orthometric height was determined by differential leveling
 LW1900.and adjusted by the National Geodetic Survey in June 1991..
 LW1900
 LW1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1900
 LW1900.The geoid height was determined by GEOID03.
 LW1900
 LW1900.The dynamic height is computed by dividing the NAVD 88
 LW1900.geopotential number by the normal gravity value computed on the
 LW1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1900.degrees latitude (g = 980.6199 gals.).
 LW1900
 LW1900.The modeled gravity was interpolated from observed gravity values.
 LW1900
 LW1900;                    North         East     Units Scale Factor Converg.
 LW1900;SPC RI       -    64,790.460    98,953.804   MT  0.99999376   -0 00 30.1
 LW1900;SPC RI       -   212,566.70    324,650.94   sFT  0.99999376   -0 00 30.1
 LW1900;UTM  19      - 4,615,822.864   290,825.389   MT  1.00013846   -1 40 15.4
 LW1900
 LW1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1900!SPC RI       -   0.99999221  x   0.99999376  =   0.99998597
 LW1900!UTM  19      -   0.99999221  x   1.00013846  =   1.00013067
 LW1900
 LW1900                          SUPERSEDED SURVEY CONTROL
 LW1900
 LW1900  NAD 83(1996)-  41 40 00.16489(N)    071 30 45.22353(W) AD(       ) 2
 LW1900  NAD 83(1992)-  41 40 00.16419(N)    071 30 45.22318(W) AD(       ) 2
 LW1900  NAD 83(1992)-  41 40 00.16369(N)    071 30 45.22322(W) AD(       ) 2
 LW1900  NAD 83(1986)-  41 40 00.16363(N)    071 30 45.22269(W) AD(       ) 2
 LW1900  NGVD 29 (12/08/88)   79.88   (m)          262.1    (f) LEVELING    3  
 LW1900
 LW1900.Superseded values are not recommended for survey control.
 LW1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1900.See file dsdata.txt to determine how the superseded data were derived.
 LW1900
 LW1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9082515823(NAD 83)
 LW1900_MARKER: DD = SURVEY DISK
 LW1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1900_SP_SET: CONCRETE POST
 LW1900_STAMPING: WW 001 1984
 LW1900_MARK LOGO: RIGS  
 LW1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1900+STABILITY: SURFACE MOTION
 LW1900
 LW1900  HISTORY     - Date     Condition        Report By
 LW1900  HISTORY     - 1984     MONUMENTED       RIGS
 LW1900
 LW1900                          STATION DESCRIPTION
 LW1900
 LW1900'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1900'4.5 KM (2.8 MI) SOUTH FROM ARCTIC.
 LW1900'THE STATION IS LOCATED NEAR THE STATE HIGHWAY 2, INTERSTATE HIGHWAY
 LW1900'95 INTERCHANGE, NORTH OF I-95.  TO REACH THE STATION FROM THE
 LW1900'JUNCTION OF I-95 AND STATE HIGHWAY 2 GO NORTH FOR 0.5 KM (0.3 MI) ON
 LW1900'HIGHWAY 2 TO THE INTERSECTION OF J P MURPHY ROAD, TURN LEFT AND GO
 LW1900'WEST FOR 1.4 KM (0.9 MI) ON J P MURPHY ROAD TO THE MARK ON THE RIGHT.
 LW1900'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW1900'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.
 LW1900'LOCATED 9.6 METERS (31.6 FT) NORTH-NORTHWEST FROM A SEWER MANHOLE IN
 LW1900'THE CENTER OF J P MURPHY ROAD, 9.3 METERS (30.6 FT) NORTH FROM THE
 LW1900'CENTER OF J P MURPHY ROAD, 4.0 METERS (13.0 FT) EAST FROM AN NET+E CO
 LW1900'POLE 28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5176 ***********************************************************************
 LW5176  DESIGNATION -  WW 002
 LW5176  PID         -  LW5176
 LW5176  STATE/COUNTY-  RI/KENT
 LW5176  USGS QUAD   -  CROMPTON (1995)
 LW5176
 LW5176                         *CURRENT SURVEY CONTROL
 LW5176  ___________________________________________________________________
 LW5176* NAD 83(1996)-  41 40 38.72488(N)    071 30 00.61840(W)     ADJUSTED  
 LW5176* NAVD 88     -        92.579  (meters)     303.74   (feet)  ADJUSTED  
 LW5176  ___________________________________________________________________
 LW5176  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LW5176  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW5176  DYNAMIC HT  -          92.547 (meters)     303.63  (feet)  COMP
 LW5176  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 LW5176
 LW5176  HORZ ORDER  -  SECOND
 LW5176  VERT ORDER  -  SECOND    CLASS II
 LW5176
 LW5176.The horizontal coordinates were established by classical geodetic methods
 LW5176.and adjusted by the National Geodetic Survey in August 1998..
 LW5176
 LW5176.The orthometric height was determined by differential leveling
 LW5176.and adjusted by the National Geodetic Survey in June 1991..
 LW5176
 LW5176.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5176
 LW5176.The geoid height was determined by GEOID03.
 LW5176
 LW5176.The dynamic height is computed by dividing the NAVD 88
 LW5176.geopotential number by the normal gravity value computed on the
 LW5176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5176.degrees latitude (g = 980.6199 gals.).
 LW5176
 LW5176.The modeled gravity was interpolated from observed gravity values.
 LW5176
 LW5176;                    North         East     Units Scale Factor Converg.
 LW5176;SPC RI       -    65,980.004    99,985.697   MT  0.99999375   -0 00 00.4
 LW5176;SPC RI       -   216,469.40    328,036.41   sFT  0.99999375   -0 00 00.4
 LW5176;UTM  19      - 4,616,982.130   291,891.514   MT  1.00013298   -1 39 47.0
 LW5176
 LW5176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5176!SPC RI       -   0.99999018  x   0.99999375  =   0.99998393
 LW5176!UTM  19      -   0.99999018  x   1.00013298  =   1.00012316
 LW5176
 LW5176                          SUPERSEDED SURVEY CONTROL
 LW5176
 LW5176  NAD 83(1996)-  41 40 38.72421(N)    071 30 00.61799(W) AD(       ) 2
 LW5176  NAD 83(1992)-  41 40 38.72346(N)    071 30 00.61761(W) AD(       ) 2
 LW5176  NAD 83(1992)-  41 40 38.72299(N)    071 30 00.61763(W) AD(       ) 2
 LW5176  NAD 83(1986)-  41 40 38.72308(N)    071 30 00.61692(W) AD(       ) 2
 LW5176  NGVD 29 (12/24/91)   92.84   (m)          304.6    (f) LEVELING    3  
 LW5176
 LW5176.Superseded values are not recommended for survey control.
 LW5176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5176.See file dsdata.txt to determine how the superseded data were derived.
 LW5176
 LW5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9189216982(NAD 83)
 LW5176_MARKER: DD = SURVEY DISK
 LW5176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5176_SP_SET: CONCRETE POST
 LW5176_STAMPING: WW 002 1984
 LW5176_MARK LOGO: RIGS  
 LW5176_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5176+STABILITY: SURFACE MOTION
 LW5176
 LW5176  HISTORY     - Date     Condition        Report By
 LW5176  HISTORY     - 1984     MONUMENTED       RIGS
 LW5176  HISTORY     - 1984     GOOD             RIGS
 LW5176
 LW5176                          STATION DESCRIPTION
 LW5176
 LW5176'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5176'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 LW5176'NORTH OF FRENCHTOWN,
 LW5176'4.6 KM (2.85 MI) NORTHWEST OF EAST GREENWICH, AND
 LW5176'3.5 KM (2.2 MI) SOUTHEAST OF ARCTIC.
 LW5176'OWNERSHIP--STATE RIGHT OF WAY.
 LW5176'
 LW5176'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 LW5176'INTERSTATE HIGHWAY 95, WHICH IS ABOUT 4.2 KM (2.6 MI) NORTHWEST
 LW5176'OF EAST GREENWICH CENTER, GO NORTH FOR 1.1 KM (0.7 MI)  ON
 LW5176'HIGHWAY 2 TO THE STATION ON THE LEFT.
 LW5176'
 LW5176'THE STATION IS A STANDARD RIGS DISK
 LW5176'STAMPED---WW 002 1984---,
 LW5176'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5176'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5176'18.4 METERS (60.5 FT) NORTH-NORTHEAST FROM AN ALUMINUM TRAFFIC LIGHT
 LW5176'POLE ON THE WEST SIDE OF ROUTE 2,
 LW5176'17.2 METERS (56.5 FT) EAST-SOUTHEAST FROM THE END OF A WALL,
 LW5176'13.6 METERS (44.6 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 LW5176'HIGHWAY,
 LW5176'13.1 METERS (43.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 LW5176'A CATCH BASIN.
 LW5176'
 LW5176'DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
 LW5176
 LW5176                          STATION RECOVERY (1984)
 LW5176
 LW5176'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5176'3.5 KM (2.2 MI) SE FROM ARCTIC.
 LW5176'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) SOUTHEAST OF ARCTIC ON
 LW5176'THE WEST SIDE OF STATE HIGHWAY 2.
 LW5176'OWNERSHIP--STATE-HIGHWAY-RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 LW5176'JUNCTION OF STATE HIGHWAY 2 AND INTERSTATE 95, GO NORTH FOR 1.1 KM
 LW5176'(0.7 MI) ON HIGWAY 2 TO THE MARK ON THE LEFT.  THE STATION IS A
 LW5176'STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW5176'CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 18.4 METERS (60.5 FT)
 LW5176'NORTH-NORTHEAST FROM AN ALUMINUM TRAFFIC LIGHT POLE, 17.2 METERS
 LW5176'(56.5 FT) EAST-SOUTHEAST FROM THE END OF A WALL, 13.6 METERS (44.6
 LW5176'FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 13.1 METERS
 LW5176'(43.0 FT) SOUTH-SOUTHWEST FROM THE CORNER OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5235 ***********************************************************************
 LW5235  DESIGNATION -  WW 003
 LW5235  PID         -  LW5235
 LW5235  STATE/COUNTY-  RI/KENT
 LW5235  USGS QUAD   -  EAST GREENWICH (1975)
 LW5235
 LW5235                         *CURRENT SURVEY CONTROL
 LW5235  ___________________________________________________________________
 LW5235* NAD 83(1996)-  41 43 51.24995(N)    071 29 12.69566(W)     ADJUSTED  
 LW5235* NAVD 88     -        22.227  (meters)      72.92   (feet)  ADJUSTED  
 LW5235  ___________________________________________________________________
 LW5235  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 LW5235  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW5235  DYNAMIC HT  -          22.219 (meters)      72.90  (feet)  COMP
 LW5235  MODELED GRAV-     980,289.7   (mgal)                       NAVD 88
 LW5235
 LW5235  HORZ ORDER  -  SECOND
 LW5235  VERT ORDER  -  SECOND    CLASS II
 LW5235
 LW5235.The horizontal coordinates were established by classical geodetic methods
 LW5235.and adjusted by the National Geodetic Survey in August 1998..
 LW5235
 LW5235.The orthometric height was determined by differential leveling
 LW5235.and adjusted by the National Geodetic Survey in June 1991..
 LW5235
 LW5235.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5235
 LW5235.The geoid height was determined by GEOID03.
 LW5235
 LW5235.The dynamic height is computed by dividing the NAVD 88
 LW5235.geopotential number by the normal gravity value computed on the
 LW5235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5235.degrees latitude (g = 980.6199 gals.).
 LW5235
 LW5235.The modeled gravity was interpolated from observed gravity values.
 LW5235
 LW5235;                    North         East     Units Scale Factor Converg.
 LW5235;SPC RI       -    71,919.852   101,093.235   MT  0.99999376   +0 00 31.5
 LW5235;SPC RI       -   235,957.05    331,670.06   sFT  0.99999376   +0 00 31.5
 LW5235;UTM  19      - 4,622,888.120   293,171.221   MT  1.00012644   -1 39 21.3
 LW5235
 LW5235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5235!SPC RI       -   1.00000120  x   0.99999376  =   0.99999496
 LW5235!UTM  19      -   1.00000120  x   1.00012644  =   1.00012764
 LW5235
 LW5235                          SUPERSEDED SURVEY CONTROL
 LW5235
 LW5235  NAD 83(1996)-  41 43 51.24950(N)    071 29 12.69531(W) AD(       ) 2
 LW5235  NAD 83(1992)-  41 43 51.24854(N)    071 29 12.69483(W) AD(       ) 2
 LW5235  NAD 83(1992)-  41 43 51.24821(N)    071 29 12.69483(W) AD(       ) 2
 LW5235  NAD 83(1986)-  41 43 51.24803(N)    071 29 12.69462(W) AD(       ) 2
 LW5235  NGVD 29 (12/24/91)   22.48   (m)           73.8    (f) LEVELING    3  
 LW5235
 LW5235.Superseded values are not recommended for survey control.
 LW5235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5235.See file dsdata.txt to determine how the superseded data were derived.
 LW5235
 LW5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9317122888(NAD 83)
 LW5235_MARKER: DD = SURVEY DISK
 LW5235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5235_SP_SET: CONCRETE POST
 LW5235_STAMPING: WW 003 1984
 LW5235_MARK LOGO: RIGS  
 LW5235_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5235+STABILITY: SURFACE MOTION
 LW5235
 LW5235  HISTORY     - Date     Condition        Report By
 LW5235  HISTORY     - 1984     MONUMENTED       RIGS
 LW5235  HISTORY     - 1984     GOOD             RIGS
 LW5235
 LW5235                          STATION DESCRIPTION
 LW5235
 LW5235'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW5235'THE STATION IS LOCATED ABOUT 4.32 KM (2.7 MI)
 LW5235'NORTHEAST OF ARCTIC.
 LW5235'OWNERSHIP--STATE RIGHT OF WAY.
 LW5235'
 LW5235'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 295 AND
 LW5235'STATE HIGHWAY 37, GO SOUTH FOR 2.72 KM (1.7 MI) ON 295 TO THE STATE
 LW5235'HIGHWAY 33 BRIDGE AND THE STATION ON THE RIGHT AT THE TOP OF A
 LW5235'SLOPE.
 LW5235'
 LW5235'THE STATION IS A STANDARD RIGS DISK
 LW5235'STAMPED---WW 003 1984---,
 LW5235'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5235'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5235'23.8 METERS (78.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 LW5235'ENFIELD DRIVE,
 LW5235'14.8 METERS (48.5 FT) NORTH-NORTHWEST FROM THE FACE OF NET+T POLE 4,
 LW5235'6.55 METERS (21.5 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 LW5235'HIGHWAY 33,
 LW5235'4.35 METERS (14.3 FT) SOUTH-SOUTHWEST FROM THE NORTHWEST END OF THE
 LW5235'HIGHWAY 33 BRIDGE ENDWALL.
 LW5235'
 LW5235'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
 LW5235
 LW5235                          STATION RECOVERY (1984)
 LW5235
 LW5235'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW5235'4.32 KM (2.7 MI) NE FROM ARCTIC.
 LW5235'THE STATION IS LOCATED ABOUT 4.32 KM (2.7 MI) NORTHEAST OF ARCTIC ON
 LW5235'THE WEST SIDE OF I-295.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
 LW5235'STATION FROM THE INTERSECTION OF INTERSTATE 295 AND STATE HIGHWAY 37,
 LW5235'GO SOUTH FOR 2.72 KM (1.7 MI) ON 295 TO THE STATE HIGHWAY 33 BRIDGE
 LW5235'AND THE STATION ON THE RIGHT AT THE TOP OF A SLOPE.  THE STATION IS A
 LW5235'STANDARD RIGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 LW5235'CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 23.8 METERS (78.0 FT)
 LW5235'NORTH-NORTHEAST FROM THE CENTERLINE OF ENFIELD DRIVE, 14.8 METERS
 LW5235'(48.5 FT) NORTH-NORTHWEST FROM THE FACE OF NET+T POLE 4, 6.55 METERS
 LW5235'(21.5 FT) NORTHWEST FROM THE CENTERLINE OF STATE HIGHWAY 33, 4.35
 LW5235'METERS (14.3 FT) SOUTH-SOUTHWEST FROM THE NORTHWEST END OF THE
 LW5235'HIGHWAY 33 BRIDGE ENDWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW5660 ***********************************************************************
 LW5660  DESIGNATION -  WW 004
 LW5660  PID         -  LW5660
 LW5660  STATE/COUNTY-  RI/KENT
 LW5660  USGS QUAD   -  CROMPTON (1995)
 LW5660
 LW5660                         *CURRENT SURVEY CONTROL
 LW5660  ___________________________________________________________________
 LW5660* NAD 83(1996)-  41 40 38.64434(N)    071 30 00.70579(W)     ADJUSTED  
 LW5660* NAVD 88     -        92.584  (meters)     303.75   (feet)  ADJUSTED  
 LW5660  ___________________________________________________________________
 LW5660  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LW5660  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW5660  DYNAMIC HT  -          92.552 (meters)     303.65  (feet)  COMP
 LW5660  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 LW5660
 LW5660  HORZ ORDER  -  SECOND
 LW5660  VERT ORDER  -  SECOND    CLASS II
 LW5660
 LW5660.The horizontal coordinates were established by classical geodetic methods
 LW5660.and adjusted by the National Geodetic Survey in August 1998..
 LW5660
 LW5660.The orthometric height was determined by differential leveling
 LW5660.and adjusted by the National Geodetic Survey in April 1995..
 LW5660
 LW5660.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5660
 LW5660.The geoid height was determined by GEOID03.
 LW5660
 LW5660.The dynamic height is computed by dividing the NAVD 88
 LW5660.geopotential number by the normal gravity value computed on the
 LW5660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW5660.degrees latitude (g = 980.6199 gals.).
 LW5660
 LW5660.The modeled gravity was interpolated from observed gravity values.
 LW5660
 LW5660;                    North         East     Units Scale Factor Converg.
 LW5660;SPC RI       -    65,977.519    99,983.675   MT  0.99999375   -0 00 00.5
 LW5660;SPC RI       -   216,461.24    328,029.77   sFT  0.99999375   -0 00 00.5
 LW5660;UTM  19      - 4,616,979.705   291,889.421   MT  1.00013300   -1 39 47.0
 LW5660
 LW5660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5660!SPC RI       -   0.99999018  x   0.99999375  =   0.99998393
 LW5660!UTM  19      -   0.99999018  x   1.00013300  =   1.00012318
 LW5660
 LW5660                          SUPERSEDED SURVEY CONTROL
 LW5660
 LW5660  NAD 83(1996)-  41 40 38.64368(N)    071 30 00.70539(W) AD(       ) 2
 LW5660  NAD 83(1992)-  41 40 38.64293(N)    071 30 00.70501(W) AD(       ) 2
 LW5660  NAD 83(1992)-  41 40 38.64245(N)    071 30 00.70503(W) AD(       ) 2
 LW5660  NAD 83(1986)-  41 40 38.64257(N)    071 30 00.70424(W) AD(       ) 2
 LW5660  NGVD 29 (06/03/94)   92.85   (m)          304.6    (f) LEVELING    3  
 LW5660
 LW5660.Superseded values are not recommended for survey control.
 LW5660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5660.See file dsdata.txt to determine how the superseded data were derived.
 LW5660
 LW5660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9188916980(NAD 83)
 LW5660_MARKER: DD = SURVEY DISK
 LW5660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5660_SP_SET: CONCRETE POST
 LW5660_STAMPING: WW 004 1986
 LW5660_MARK LOGO: RIGS  
 LW5660_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5660+STABILITY: SURFACE MOTION
 LW5660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5660+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LW5660
 LW5660  HISTORY     - Date     Condition        Report By
 LW5660  HISTORY     - 1986     MONUMENTED       RIGS
 LW5660
 LW5660                          STATION DESCRIPTION
 LW5660
 LW5660'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1986
 LW5660'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHEAST OF ARCTIC
 LW5660'CENTER.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 LW5660'THE JUNCTION OF STATE HIGHWAY 2 AND INTERSTATE HIGHWAY 95, GO NORTH
 LW5660'FOR 1.1 KM (0.70 MI) ON HIGHWAY 2 TO THE STATION ON THE LEFT AT THE
 LW5660'ENTRANCE TO GREENWICH ESTATES, 565 QUAKER LANE.  IT IS 7.0 M (23.0
 LW5660'FT) EAST FROM POLE 3-40 IN ISLAND, 4.4 M (14.4 FT) NORTH FROM THE
 LW5660'CENTERLINE OF EXIT ROAD FROM GREENWICH ESTATES, 4.1 M (13.5 FT) SOUTH
 LW5660'FROM THE CENTERLINE OF ENTRANCE TO GREENWICH ESTATES, 1.4 M (4.6 FT)
 LW5660'WEST FROM THE CURB AT EDGE OF ROAD.  MARK IS FLUSH WITH THE
 LW5660'SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0110 ***********************************************************************
 LW0110  DESIGNATION -  X 1
 LW0110  PID         -  LW0110
 LW0110  STATE/COUNTY-  RI/KENT
 LW0110  USGS QUAD   -  EAST GREENWICH (1975)
 LW0110
 LW0110                         *CURRENT SURVEY CONTROL
 LW0110  ___________________________________________________________________
 LW0110* NAD 83(1986)-  41 38 52.     (N)    071 27 25.     (W)     SCALED    
 LW0110* NAVD 88     -         9.684  (meters)      31.77   (feet)  POSTED    
 LW0110  ___________________________________________________________________
 LW0110  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW0110  DYNAMIC HT  -           9.680 (meters)      31.76  (feet)  COMP
 LW0110  MODELED GRAV-     980,287.2   (mgal)                       NAVD 88
 LW0110
 LW0110  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LW0110
 LW0110.The horizontal coordinates were scaled from a topographic map and have
 LW0110.an estimated accuracy of +/- 6 seconds.
 LW0110
 LW0110.The orthometric height was determined by differential leveling
 LW0110.and adjusted by the National Geodetic Survey in 1992..
 LW0110.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LW0110.rate of 0.0 thru 1.0 mm/km.
 LW0110
 LW0110.The geoid height was determined by GEOID03.
 LW0110
 LW0110.The dynamic height is computed by dividing the NAVD 88
 LW0110.geopotential number by the normal gravity value computed on the
 LW0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0110.degrees latitude (g = 980.6199 gals.).
 LW0110
 LW0110.The modeled gravity was interpolated from observed gravity values.
 LW0110
 LW0110;                    North         East    Units  Estimated Accuracy
 LW0110;SPC RI       -    62,690.      103,590.      MT  (+/- 180 meters Scaled)
 LW0110
 LW0110                          SUPERSEDED SURVEY CONTROL
 LW0110
 LW0110.No superseded survey control is available for this station.
 LW0110
 LW0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG953135(NAD 83)
 LW0110_MARKER: DJ = TIDAL STATION DISK
 LW0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0110_SP_SET: BRIDGE ABUTMENT
 LW0110_STAMPING: ELEV 32.70 FT X 1 1923
 LW0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0110
 LW0110  HISTORY     - Date     Condition        Report By
 LW0110  HISTORY     - 1923     MONUMENTED       CGS
 LW0110  HISTORY     - 1944     GOOD             NGS
 LW0110  HISTORY     - 1965     MARK NOT FOUND   NGS
 LW0110
 LW0110                          STATION DESCRIPTION
 LW0110
 LW0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 LW0110'1 MI S FROM EAST GREENWICH.
 LW0110'NEW DESCRIPTION-- 1 MILE SOUTH ALONG THE NEW YORK, NEW HAVEN AND
 LW0110'HARTFORD RAILROAD FROM THE STATION AT EAST GREENWICH, KENT COUNTY,
 LW0110'AT THE FORGE ROAD RAILROAD BRIDGE WHICH IS OVER THE HIGHWAY
 LW0110'LEADING FROM U.S. HIGHWAY 1 TO GODDARD PARK, ON THE EAST SIDE
 LW0110'OF THE NORTH ABUTMENT, 6.4 FEET EAST OF THE EAST TRACK, 14.7
 LW0110'FEET NORTH OF THE FACE OF THE NORTH ABUTMENT, AND 1 FOOT EAST
 LW0110'OF THE EAST SIDE OF THE BRIDGE EXTENDED.  NOTE-- THE BRIDGE
 LW0110'MENTIONED IN THE DESCRIPTION WAS REBUILT IN 1940.  THE LOCATION
 LW0110'IS APPROXIMATELY THE SAME, BUT THE FACE OF THE NORTH ABUTMENT
 LW0110'IS NOW 15 FEET SOUTH OF THE OLD LOCATION.  A FILL HAS BEEN
 LW0110'PLACED BETWEEN THE OLD AND THE NEW ABUTMENTS.
 LW0110
 LW0110                          STATION RECOVERY (1965)
 LW0110
 LW0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LW0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0140 ***********************************************************************
 LW0140  DESIGNATION -  X 16
 LW0140  PID         -  LW0140
 LW0140  STATE/COUNTY-  RI/PROVIDENCE
 LW0140  USGS QUAD   -  PROVIDENCE (1975)
 LW0140
 LW0140                         *CURRENT SURVEY CONTROL
 LW0140  ___________________________________________________________________
 LW0140* NAD 83(1986)-  41 46 33.     (N)    071 25 18.     (W)     SCALED    
 LW0140* NAVD 88     -        19.589  (meters)      64.27   (feet)  ADJUSTED  
 LW0140  ___________________________________________________________________
 LW0140  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW0140  DYNAMIC HT  -          19.583 (meters)      64.25  (feet)  COMP
 LW0140  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 LW0140
 LW0140  VERT ORDER  -  FIRST     CLASS I
 LW0140
 LW0140.The horizontal coordinates were scaled from a topographic map and have
 LW0140.an estimated accuracy of +/- 6 seconds.
 LW0140
 LW0140.The orthometric height was determined by differential leveling
 LW0140.and adjusted by the National Geodetic Survey in June 1991..
 LW0140
 LW0140.The geoid height was determined by GEOID03.
 LW0140
 LW0140.The dynamic height is computed by dividing the NAVD 88
 LW0140.geopotential number by the normal gravity value computed on the
 LW0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0140.degrees latitude (g = 980.6199 gals.).
 LW0140
 LW0140.The modeled gravity was interpolated from observed gravity values.
 LW0140
 LW0140;                    North         East    Units  Estimated Accuracy
 LW0140;SPC RI       -    76,910.      106,510.      MT  (+/- 180 meters Scaled)
 LW0140
 LW0140                          SUPERSEDED SURVEY CONTROL
 LW0140
 LW0140  NGVD 29 (??/??/92)   19.841  (m)           65.09   (f) ADJ UNCH    1 1
 LW0140
 LW0140.Superseded values are not recommended for survey control.
 LW0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0140.See file dsdata.txt to determine how the superseded data were derived.
 LW0140
 LW0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG987277(NAD 83)
 LW0140_MARKER: DB = BENCH MARK DISK
 LW0140_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LW0140_SP_SET: FOUNDATION
 LW0140_STAMPING: X 16 1965
 LW0140_MARK LOGO: CGS   
 LW0140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0140+STABILITY: POSITION/ELEVATION WELL
 LW0140
 LW0140  HISTORY     - Date     Condition        Report By
 LW0140  HISTORY     - 1965     MONUMENTED       CGS
 LW0140  HISTORY     - 1986     GOOD             RIGS
 LW0140
 LW0140                          STATION DESCRIPTION
 LW0140
 LW0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0140'AT CRANSTON.
 LW0140'AT CRANSTON, ABOUT 55 YARDS SOUTH OF THE INTERSECTION OF PARK
 LW0140'AND ELMWOOD AVENUE, SET VERTICALLY IN THE NORTH FACE AND AT THE
 LW0140'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE ST. MATTHEWS
 LW0140'SCHOOL, 32 FEET WEST OF THE WEST CURB OF ELMWOOD AVENUE, 1.1 FEET
 LW0140'WEST OF THE NORTHEAST CORNER OF A 2 1/2 FOOT OFFSET ALONG THE
 LW0140'EAST SIDE OF THE SCHOOL, 0.9 FOOT ABOVE THE CONCRETE FLOOR AROUND
 LW0140'BUILDING AND 5 FEET ABOVE THE LEVEL OF THE AVENUE.
 LW0140
 LW0140                          STATION RECOVERY (1986)
 LW0140
 LW0140'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0776 ***********************************************************************
 LW0776  DESIGNATION -  X 18
 LW0776  PID         -  LW0776
 LW0776  STATE/COUNTY-  RI/WASHINGTON
 LW0776  USGS QUAD   -  CAROLINA (1970)
 LW0776
 LW0776                         *CURRENT SURVEY CONTROL
 LW0776  ___________________________________________________________________
 LW0776* NAD 83(1986)-  41 26 51.     (N)    071 38 12.     (W)     SCALED    
 LW0776* NAVD 88     -        25.657  (meters)      84.18   (feet)  ADJUSTED  
 LW0776  ___________________________________________________________________
 LW0776  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW0776  DYNAMIC HT  -          25.648 (meters)      84.15  (feet)  COMP
 LW0776  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 LW0776
 LW0776  VERT ORDER  -  FIRST     CLASS I
 LW0776
 LW0776.The horizontal coordinates were scaled from a topographic map and have
 LW0776.an estimated accuracy of +/- 6 seconds.
 LW0776
 LW0776.The orthometric height was determined by differential leveling
 LW0776.and adjusted by the National Geodetic Survey in June 1991..
 LW0776
 LW0776.The geoid height was determined by GEOID03.
 LW0776
 LW0776.The dynamic height is computed by dividing the NAVD 88
 LW0776.geopotential number by the normal gravity value computed on the
 LW0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0776.degrees latitude (g = 980.6199 gals.).
 LW0776
 LW0776.The modeled gravity was interpolated from observed gravity values.
 LW0776
 LW0776;                    North         East    Units  Estimated Accuracy
 LW0776;SPC RI       -    40,450.       88,580.      MT  (+/- 180 meters Scaled)
 LW0776
 LW0776                          SUPERSEDED SURVEY CONTROL
 LW0776
 LW0776  NGVD 29 (??/??/92)   25.941  (m)           85.11   (f) ADJ UNCH    1 1
 LW0776
 LW0776.Superseded values are not recommended for survey control.
 LW0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0776.See file dsdata.txt to determine how the superseded data were derived.
 LW0776
 LW0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF797917(NAD 83)
 LW0776_MARKER: DB = BENCH MARK DISK
 LW0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0776_SP_SET: CULVERT
 LW0776_STAMPING: X 18 1965
 LW0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0776
 LW0776  HISTORY     - Date     Condition        Report By
 LW0776  HISTORY     - 1965     MONUMENTED       CGS
 LW0776  HISTORY     - 1984     GOOD             USPSQD
 LW0776  HISTORY     - 1988     GOOD             USPSQD
 LW0776  HISTORY     - 1989     GOOD             USPSQD
 LW0776  HISTORY     - 1990     GOOD             USPSQD
 LW0776
 LW0776                          STATION DESCRIPTION
 LW0776
 LW0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0776'0.2 MI E FROM SHANNOCK.
 LW0776'0.2 MILE EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 LW0776'SHANNOCK, SET ON THE TOP OF THE NORTH END OF THE WEST CONCRETE
 LW0776'HEAD WALL OF A 15-FOOT BOX CULVERT FOR WATER INTAKE FOR MILL,
 LW0776'19 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 63 FEET NORTH
 LW0776'OF THE NORTHWEST CORNER OF A BRIDGE OVER THE PAWCATUCK RIVER AND
 LW0776'1 FOOT ABOVE THE LEVEL OF THE BLACK TOP ROAD.
 LW0776
 LW0776                          STATION RECOVERY (1984)
 LW0776
 LW0776'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0776'NOTE: THIS STATION WAS RESET IN 1973. THE MARK IS NOW 2' ABOVE THE
 LW0776'HIGHWAY.
 LW0776
 LW0776                          STATION RECOVERY (1988)
 LW0776
 LW0776'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0776'RECOVERED IN GOOD CONDITION.
 LW0776
 LW0776                          STATION RECOVERY (1989)
 LW0776
 LW0776'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW0776'RECOVERED IN GOOD CONDITION.
 LW0776
 LW0776                          STATION RECOVERY (1990)
 LW0776
 LW0776'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0775 ***********************************************************************
 LW0775  DESIGNATION -  X 18 RESET 1973
 LW0775  PID         -  LW0775
 LW0775  STATE/COUNTY-  RI/WASHINGTON
 LW0775  USGS QUAD   -  CAROLINA (1970)
 LW0775
 LW0775                         *CURRENT SURVEY CONTROL
 LW0775  ___________________________________________________________________
 LW0775* NAD 83(1986)-  41 26 51.     (N)    071 38 12.     (W)     SCALED    
 LW0775* NAVD 88     -        26.16   (+/-2cm)      85.8    (feet)  VERTCON   
 LW0775  ___________________________________________________________________
 LW0775  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW0775  OBS GRAVITY -     980,275.5   (mgal)                       GRAV_OBS
 LW0775
 LW0775  VERT ORDER  -  THIRD (See Below)
 LW0775
 LW0775.The horizontal coordinates were scaled from a topographic map and have
 LW0775.an estimated accuracy of +/- 6 seconds.
 LW0775
 LW0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW0775.The vertical order pertains to the NGVD 29 superseded value.
 LW0775
 LW0775.The geoid height was determined by GEOID03.
 LW0775.The observed gravity was obtained from relative gravimeter ties
 LW0775.to the IGSN71 gravity network.
 LW0775
 LW0775;                    North         East    Units  Estimated Accuracy
 LW0775;SPC RI       -    40,450.       88,580.      MT  (+/- 180 meters Scaled)
 LW0775
 LW0775                          SUPERSEDED SURVEY CONTROL
 LW0775
 LW0775  NGVD 29 (11/21/01)   26.43   (m)           86.7    (f) RESET       3  
 LW0775
 LW0775.Superseded values are not recommended for survey control.
 LW0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0775.See file dsdata.txt to determine how the superseded data were derived.
 LW0775
 LW0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF797917(NAD 83)
 LW0775_MARKER: DD = SURVEY DISK
 LW0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0775_SP_SET: CULVERT
 LW0775_STAMPING: X 18 RESET 1973
 LW0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0775+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 LW0775
 LW0775  HISTORY     - Date     Condition        Report By
 LW0775  HISTORY     - 1973     MONUMENTED       RIDT
 LW0775  HISTORY     - 1987     GOOD             USPSQD
 LW0775  HISTORY     - 20040419 GOOD             USPSQD
 LW0775
 LW0775                          STATION DESCRIPTION
 LW0775
 LW0775'DESCRIBED BY RI DEPT OF TRANSP 1973
 LW0775'0.2 MI E FROM SHANNOCK.
 LW0775'0.2 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT SHANNOCK,
 LW0775'AT STATE OF R.I. BRIDGE NO. 61 ALSO CALLED THE CLARK BRIDGE,
 LW0775'SET IN THE NORTH END OF THE-WEST CONCRETE PARAPET WALL OVER A
 LW0775'CULVERT FOR WATER INTAKE FOR MILL, 87 FEET NORTH OF THE CENTER
 LW0775'OF THE PANCATUCK RIVER, 16 FEET WEST OF THE CENTER LINE OF THE
 LW0775'ROAD AND ABOUT 2.5 FEET ABOVE THE LEVEL OF THE ROAD.
 LW0775
 LW0775                          STATION RECOVERY (1987)
 LW0775
 LW0775'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0775'RECOVERED IN GOOD CONDITION.
 LW0775
 LW0775                          STATION RECOVERY (2004)
 LW0775
 LW0775'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 LW0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1149 ***********************************************************************
 LW1149  DESIGNATION -  X 19
 LW1149  PID         -  LW1149
 LW1149  STATE/COUNTY-  RI/WASHINGTON
 LW1149  USGS QUAD   -  VOLUNTOWN (1975)
 LW1149
 LW1149                         *CURRENT SURVEY CONTROL
 LW1149  ___________________________________________________________________
 LW1149* NAD 83(1986)-  41 32 26.     (N)    071 46 26.     (W)     SCALED    
 LW1149* NAVD 88     -       109.097  (meters)     357.93   (feet)  ADJUSTED  
 LW1149  ___________________________________________________________________
 LW1149  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW1149  DYNAMIC HT  -         109.058 (meters)     357.80  (feet)  COMP
 LW1149  MODELED GRAV-     980,261.6   (mgal)                       NAVD 88
 LW1149
 LW1149  VERT ORDER  -  SECOND    CLASS 0
 LW1149
 LW1149.The horizontal coordinates were scaled from a topographic map and have
 LW1149.an estimated accuracy of +/- 6 seconds.
 LW1149
 LW1149.The orthometric height was determined by differential leveling
 LW1149.and adjusted by the National Geodetic Survey in June 1991..
 LW1149
 LW1149.The geoid height was determined by GEOID03.
 LW1149
 LW1149.The dynamic height is computed by dividing the NAVD 88
 LW1149.geopotential number by the normal gravity value computed on the
 LW1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1149.degrees latitude (g = 980.6199 gals.).
 LW1149
 LW1149.The modeled gravity was interpolated from observed gravity values.
 LW1149
 LW1149;                    North         East    Units  Estimated Accuracy
 LW1149;SPC RI       -    50,820.       77,150.      MT  (+/- 180 meters Scaled)
 LW1149
 LW1149                          SUPERSEDED SURVEY CONTROL
 LW1149
 LW1149  NGVD 29 (??/??/92)  109.363  (m)          358.80   (f) ADJ UNCH    2 0
 LW1149
 LW1149.Superseded values are not recommended for survey control.
 LW1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1149.See file dsdata.txt to determine how the superseded data were derived.
 LW1149
 LW1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG686024(NAD 83)
 LW1149_MARKER: DB = BENCH MARK DISK
 LW1149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1149_SP_SET: CULVERT
 LW1149_STAMPING: X 19 1969
 LW1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1149
 LW1149  HISTORY     - Date     Condition        Report By
 LW1149  HISTORY     - 1969     MONUMENTED       CGS
 LW1149  HISTORY     - 1986     GOOD             USPSQD
 LW1149  HISTORY     - 1988     GOOD             USPSQD
 LW1149  HISTORY     - 1988     GOOD             USPSQD
 LW1149  HISTORY     - 19891214 GOOD             USPSQD
 LW1149  HISTORY     - 19901121 GOOD             USPSQD
 LW1149  HISTORY     - 20020710 GOOD             USPS
 LW1149
 LW1149                          STATION DESCRIPTION
 LW1149
 LW1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1149'4.8 MI W FROM HOPE VALLEY.
 LW1149'ABOUT 4.8 MILES SOUTH AND NORTHWEST ALONG STATE HIGHWAY 138 FROM
 LW1149'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, ON THE OUTSIDE AND NEAR
 LW1149'THE SOUTH END OF A LONG CURVE, SET ON THE TOP OF THE SOUTH END
 LW1149'OF THE EAST HEAD WALL FOR A 6-FOOT CONCRETE BOX CULVERT OVER AN
 LW1149'OUTLET TO GRASSY POND, 24 FEET EAST OF THE CENTER LINE OF THE
 LW1149'HIGHWAY, 0.8 FOOT NORTH OF THE SOUTH END OF THE HEAD WALL AND
 LW1149'3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LW1149
 LW1149                          STATION RECOVERY (1986)
 LW1149
 LW1149'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1149'RECOVERED IN GOOD CONDITION.
 LW1149
 LW1149                          STATION RECOVERY (1988)
 LW1149
 LW1149'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1149'RECOVERED IN GOOD CONDITION.
 LW1149
 LW1149                          STATION RECOVERY (1988)
 LW1149
 LW1149'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1149'RECOVERED IN GOOD CONDITION.
 LW1149
 LW1149                          STATION RECOVERY (1989)
 LW1149
 LW1149'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1149'RECOVERED IN GOOD CONDITION.
 LW1149
 LW1149                          STATION RECOVERY (1990)
 LW1149
 LW1149'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1149'RECOVERED IN GOOD CONDITION.
 LW1149
 LW1149                          STATION RECOVERY (2002)
 LW1149
 LW1149'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1180 ***********************************************************************
 LW1180  DESIGNATION -  X 20
 LW1180  PID         -  LW1180
 LW1180  STATE/COUNTY-  RI/KENT
 LW1180  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1180
 LW1180                         *CURRENT SURVEY CONTROL
 LW1180  ___________________________________________________________________
 LW1180* NAD 83(1986)-  41 41 30.     (N)    071 41 37.     (W)     SCALED    
 LW1180* NAVD 88     -       148.915  (meters)     488.57   (feet)  ADJUSTED  
 LW1180  ___________________________________________________________________
 LW1180  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW1180  DYNAMIC HT  -         148.862 (meters)     488.39  (feet)  COMP
 LW1180  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 LW1180
 LW1180  VERT ORDER  -  FIRST     CLASS II
 LW1180
 LW1180.The horizontal coordinates were scaled from a topographic map and have
 LW1180.an estimated accuracy of +/- 6 seconds.
 LW1180
 LW1180.The orthometric height was determined by differential leveling
 LW1180.and adjusted by the National Geodetic Survey in June 1991..
 LW1180
 LW1180.The geoid height was determined by GEOID03.
 LW1180
 LW1180.The dynamic height is computed by dividing the NAVD 88
 LW1180.geopotential number by the normal gravity value computed on the
 LW1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1180.degrees latitude (g = 980.6199 gals.).
 LW1180
 LW1180.The modeled gravity was interpolated from observed gravity values.
 LW1180
 LW1180;                    North         East    Units  Estimated Accuracy
 LW1180;SPC RI       -    67,580.       83,880.      MT  (+/- 180 meters Scaled)
 LW1180
 LW1180                          SUPERSEDED SURVEY CONTROL
 LW1180
 LW1180  NGVD 29 (??/??/92)  149.157  (m)          489.36   (f) ADJ UNCH    1 2
 LW1180
 LW1180.Superseded values are not recommended for survey control.
 LW1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1180.See file dsdata.txt to determine how the superseded data were derived.
 LW1180
 LW1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG758190(NAD 83)
 LW1180_MARKER: DB = BENCH MARK DISK
 LW1180_SETTING: 66 = SET IN ROCK OUTCROP
 LW1180_SP_SET: ROCK LEDGE
 LW1180_STAMPING: X 20 1969
 LW1180_MARK LOGO: CGS   
 LW1180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1180+STABILITY: POSITION/ELEVATION WELL
 LW1180
 LW1180  HISTORY     - Date     Condition        Report By
 LW1180  HISTORY     - 1969     MONUMENTED       CGS
 LW1180  HISTORY     - 1984     GOOD             RIGS
 LW1180  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 LW1180  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1180  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW1180  HISTORY     - 19900331 MARK NOT FOUND   USPSQD
 LW1180
 LW1180                          STATION DESCRIPTION
 LW1180
 LW1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1180'AT SUMMIT.
 LW1180'AT SUMMIT, 0.1 MILE SOUTH ALONG STATE HIGHWAY 102 FROM THE
 LW1180'INTERSECTION OF STATE HIGHWAY 117, ABOUT 62 YARDS NORTH OF THE
 LW1180'NORTH END OF THE HIGHWAY OVERPASS OVER AN ABANDONED RAILROAD BED,
 LW1180'SET ON TOP OF THE TOP LEDGE OF ROCK OF TWO WHICH IS AT THE BASE
 LW1180'OF A 15-FOOT HIGH CUT, 29 FEET EAST OF THE CENTER LINE OF THE
 LW1180'HIGHWAY, 6 FEET SOUTH OF THE EXTENDED LINE OF THE SOUTH FACE OF
 LW1180'THE STONE PORTION OF A ONE STORY HOUSE ON THE WEST SIDE OF THE
 LW1180'HIGHWAY AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1180
 LW1180                          STATION RECOVERY (1984)
 LW1180
 LW1180'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1180'RECOVERED IN GOOD CONDITION.
 LW1180
 LW1180                          STATION RECOVERY (1986)
 LW1180
 LW1180'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1180'MARK NOT FOUND.
 LW1180
 LW1180                          STATION RECOVERY (1988)
 LW1180
 LW1180'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1180'MARK NOT FOUND.
 LW1180
 LW1180                          STATION RECOVERY (1989)
 LW1180
 LW1180'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW1180'MARK NOT FOUND.
 LW1180
 LW1180                          STATION RECOVERY (1990)
 LW1180
 LW1180'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1655 ***********************************************************************
 LW1655  DESIGNATION -  X 20 RESET
 LW1655  PID         -  LW1655
 LW1655  STATE/COUNTY-  RI/KENT
 LW1655  USGS QUAD   -  COVENTRY CENTER (1975)
 LW1655
 LW1655                         *CURRENT SURVEY CONTROL
 LW1655  ___________________________________________________________________
 LW1655* NAD 83(1996)-  41 41 33.24274(N)    071 41 36.83875(W)     ADJUSTED  
 LW1655* NAVD 88     -       142.612  (meters)     467.89   (feet)  ADJUSTED  
 LW1655  ___________________________________________________________________
 LW1655  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LW1655  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW1655  DYNAMIC HT  -         142.561 (meters)     467.72  (feet)  COMP
 LW1655  MODELED GRAV-     980,265.2   (mgal)                       NAVD 88
 LW1655
 LW1655  HORZ ORDER  -  SECOND
 LW1655  VERT ORDER  -  FIRST     CLASS II
 LW1655
 LW1655.The horizontal coordinates were established by classical geodetic methods
 LW1655.and adjusted by the National Geodetic Survey in August 1998..
 LW1655
 LW1655.The orthometric height was determined by differential leveling
 LW1655.and adjusted by the National Geodetic Survey in June 1991..
 LW1655
 LW1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1655
 LW1655.The geoid height was determined by GEOID03.
 LW1655
 LW1655.The dynamic height is computed by dividing the NAVD 88
 LW1655.geopotential number by the normal gravity value computed on the
 LW1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1655.degrees latitude (g = 980.6199 gals.).
 LW1655
 LW1655.The modeled gravity was interpolated from observed gravity values.
 LW1655
 LW1655;                    North         East     Units Scale Factor Converg.
 LW1655;SPC RI       -    67,680.083    83,886.020   MT  0.99999694   -0 07 43.5
 LW1655;SPC RI       -   222,047.07    275,216.05   sFT  0.99999694   -0 07 43.5
 LW1655;SPC CT       -   248,363.906   392,743.638   MT  0.99998698   +0 42 01.7
 LW1655;SPC CT       -   814,840.58  1,288,526.42   sFT  0.99998698   +0 42 01.7
 LW1655;UTM  19      - 4,619,149.180   275,845.073   MT  1.00021835   -1 47 32.4
 LW1655
 LW1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1655!SPC RI       -   0.99998234  x   0.99999694  =   0.99997928
 LW1655!SPC CT       -   0.99998234  x   0.99998698  =   0.99996932
 LW1655!UTM  19      -   0.99998234  x   1.00021835  =   1.00020069
 LW1655
 LW1655                          SUPERSEDED SURVEY CONTROL
 LW1655
 LW1655  NAD 83(1996)-  41 41 33.24192(N)    071 41 36.83838(W) AD(       ) 2
 LW1655  NAD 83(1992)-  41 41 33.24151(N)    071 41 36.83802(W) AD(       ) 2
 LW1655  NAD 83(1992)-  41 41 33.24120(N)    071 41 36.83850(W) AD(       ) 2
 LW1655  NAD 83(1986)-  41 41 33.24115(N)    071 41 36.83828(W) AD(       ) 2
 LW1655  NGVD 29 (06/01/94)  142.86   (m)          468.7    (f) LEVELING    3  
 LW1655
 LW1655.Superseded values are not recommended for survey control.
 LW1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1655.See file dsdata.txt to determine how the superseded data were derived.
 LW1655
 LW1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG7584519149(NAD 83)
 LW1655_MARKER: DB = BENCH MARK DISK
 LW1655_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LW1655_SP_SET: PREFAB CONC. POST IN EARTH
 LW1655_STAMPING: X 20 1969 RESET 1984
 LW1655_MARK LOGO: NGS   
 LW1655_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1655
 LW1655  HISTORY     - Date     Condition        Report By
 LW1655  HISTORY     - 1984     MONUMENTED       RIGS
 LW1655  HISTORY     - 1984     GOOD             RIGS
 LW1655  HISTORY     - 19870701 GOOD             RIGS
 LW1655
 LW1655                          STATION DESCRIPTION
 LW1655
 LW1655'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1655'IN SUMMIT.
 LW1655'342 FEET DUE NORTH OF BM X 20 WHICH WAS DESCRIBED AS FOLLOWS--IN
 LW1655'SUMMIT, 0.1 MILE SOUTH ALONG STATE HIGHWAY 102 FROM THE INTERSECTION
 LW1655'OF STATE HIGHWAY 117, ABOUT 62 YARDS NORTH OF THE NORTH END OF THE
 LW1655'HIGHWAY OVERPASS OVER AN ABANDONED RAILROAD BED, SET ON TOP OF THE TOP
 LW1655'LEDGE OF ROCK OF TWO WHICH IS AT THE BASE OF A 15-FOOT HIGH CUT, 29
 LW1655'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTH OF THE
 LW1655'EXTENDED LINE OF THE SOUTH FACE OF THE STONE PORTION OF A ONE-STORY
 LW1655'HOUSE ON THE WEST SIDE OF THE HIGHWAY AND 4 FEET ABOVE THE LEVEL OF
 LW1655'THE HIGHWAY.
 LW1655
 LW1655                          STATION RECOVERY (1984)
 LW1655
 LW1655'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1655'RECOVERED IN GOOD CONDITION.
 LW1655
 LW1655                          STATION RECOVERY (1987)
 LW1655
 LW1655'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1431 ***********************************************************************
 LW1431  DESIGNATION -  X 21
 LW1431  PID         -  LW1431
 LW1431  STATE/COUNTY-  RI/PROVIDENCE
 LW1431  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1431
 LW1431                         *CURRENT SURVEY CONTROL
 LW1431  ___________________________________________________________________
 LW1431* NAD 83(1986)-  41 46 42.     (N)    071 31 16.     (W)     SCALED    
 LW1431* NAVD 88     -       119.378  (meters)     391.66   (feet)  ADJUSTED  
 LW1431  ___________________________________________________________________
 LW1431  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW1431  DYNAMIC HT  -         119.338 (meters)     391.53  (feet)  COMP
 LW1431  MODELED GRAV-     980,286.5   (mgal)                       NAVD 88
 LW1431
 LW1431  VERT ORDER  -  SECOND    CLASS 0
 LW1431
 LW1431.The horizontal coordinates were scaled from a topographic map and have
 LW1431.an estimated accuracy of +/- 6 seconds.
 LW1431
 LW1431.The orthometric height was determined by differential leveling
 LW1431.and adjusted by the National Geodetic Survey in June 1991..
 LW1431
 LW1431.The geoid height was determined by GEOID03.
 LW1431
 LW1431.The dynamic height is computed by dividing the NAVD 88
 LW1431.geopotential number by the normal gravity value computed on the
 LW1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1431.degrees latitude (g = 980.6199 gals.).
 LW1431
 LW1431.The modeled gravity was interpolated from observed gravity values.
 LW1431
 LW1431;                    North         East    Units  Estimated Accuracy
 LW1431;SPC RI       -    77,190.       98,250.      MT  (+/- 180 meters Scaled)
 LW1431
 LW1431                          SUPERSEDED SURVEY CONTROL
 LW1431
 LW1431  NGVD 29 (??/??/92)  119.629  (m)          392.48   (f) ADJ UNCH    2 0
 LW1431
 LW1431.Superseded values are not recommended for survey control.
 LW1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1431.See file dsdata.txt to determine how the superseded data were derived.
 LW1431
 LW1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG904282(NAD 83)
 LW1431_MARKER: DB = BENCH MARK DISK
 LW1431_SETTING: 66 = SET IN ROCK OUTCROP
 LW1431_SP_SET: ROCK OUTCROP
 LW1431_STAMPING: X 21 1969
 LW1431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1431+STABILITY: POSITION/ELEVATION WELL
 LW1431
 LW1431  HISTORY     - Date     Condition        Report By
 LW1431  HISTORY     - 1969     MONUMENTED       CGS
 LW1431  HISTORY     - 1987     GOOD             USPSQD
 LW1431  HISTORY     - 1989     GOOD             USPSQD
 LW1431  HISTORY     - 20050103 MARK NOT FOUND   USPSQD
 LW1431
 LW1431                          STATION DESCRIPTION
 LW1431
 LW1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1431'5 MI NW FROM HOPE.
 LW1431'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1431'OF STATE HIGHWAY 115 AT HOPE, THENCE 3.05 MILES EAST ALONG
 LW1431'STATE HIGHWAY 12, ABOUT 0.3 MILE WEST OF THE INTERSECTION OF
 LW1431'COMSTOCK PARKWAY, SET IN THE TOP OF A LARGE FLAT ROCK WHICH GOES
 LW1431'UNDERGROUND TO THE SOUTH, 36 FEET SOUTH OF THE CENTER LINE OF
 LW1431'THE HIGHWAY, 50 1/2 FEET SOUTHWEST OF POWER LINE POLE 126,
 LW1431'2.4 FEET SOUTHWEST OF THE NORTH CORNER OF THE ROCK AND ABOUT
 LW1431'LEVEL WITH THE HIGHWAY.
 LW1431
 LW1431                          STATION RECOVERY (1987)
 LW1431
 LW1431'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1431'RECOVERED IN GOOD CONDITION.
 LW1431
 LW1431                          STATION RECOVERY (1989)
 LW1431
 LW1431'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1431'RECOVERED IN GOOD CONDITION.
 LW1431
 LW1431                          STATION RECOVERY (2005)
 LW1431
 LW1431'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW1431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0686 ***********************************************************************
 LW0686  DESIGNATION -  X 22
 LW0686  PID         -  LW0686
 LW0686  STATE/COUNTY-  RI/WASHINGTON
 LW0686  USGS QUAD   -  
 LW0686
 LW0686                         *CURRENT SURVEY CONTROL
 LW0686  ___________________________________________________________________
 LW0686* NAD 83(1986)-  41 19 59.     (N)    071 24 59.     (W)     SCALED    
 LW0686* NAVD 88     -        17.907  (meters)      58.75   (feet)  ADJUSTED  
 LW0686  ___________________________________________________________________
 LW0686  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW0686  DYNAMIC HT  -          17.901 (meters)      58.73  (feet)  COMP
 LW0686  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 LW0686
 LW0686  VERT ORDER  -  SECOND    CLASS 0
 LW0686
 LW0686.The horizontal coordinates were scaled from a topographic map and have
 LW0686.an estimated accuracy of +/- 6 seconds.
 LW0686
 LW0686.The orthometric height was determined by differential leveling
 LW0686.and adjusted by the National Geodetic Survey in June 1991..
 LW0686
 LW0686.The geoid height was determined by GEOID03.
 LW0686
 LW0686.The dynamic height is computed by dividing the NAVD 88
 LW0686.geopotential number by the normal gravity value computed on the
 LW0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0686.degrees latitude (g = 980.6199 gals.).
 LW0686
 LW0686.The modeled gravity was interpolated from observed gravity values.
 LW0686
 LW0686;                    North         East    Units  Estimated Accuracy
 LW0686;SPC RI       -    27,740.      107,000.      MT  (+/- 180 meters Scaled)
 LW0686
 LW0686                          SUPERSEDED SURVEY CONTROL
 LW0686
 LW0686  NGVD 29 (??/??/92)   18.186  (m)           59.67   (f) ADJ UNCH    2 0
 LW0686
 LW0686.Superseded values are not recommended for survey control.
 LW0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0686.See file dsdata.txt to determine how the superseded data were derived.
 LW0686
 LW0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF977785(NAD 83)
 LW0686_STAMPING: X 22 1969
 LW0686_MARK LOGO: CGS   
 LW0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0686
 LW0686  HISTORY     - Date     Condition        Report By
 LW0686  HISTORY     - 1969     FIRST OBSERVED   CGS
 LW0686  HISTORY     - 1987     GOOD             USPSQD
 LW0686  HISTORY     - 19880606 GOOD             RIGS
 LW0686  HISTORY     - 1989     GOOD             USPSQD
 LW0686  HISTORY     - 19900606 GOOD             RIGS
 LW0686
 LW0686                          STATION DESCRIPTION
 LW0686
 LW0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0686'1.4 MI NE FROM WAKEFIELD.
 LW0686'1.35 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0686'POND STREET AT WAKEFIELD, SET ON THE TOP OF THE EAST END OF THE
 LW0686'NORTH CONCRETE ABUTMENT OF THE NARRAGANSETT PIER RAILROAD BRIDGE
 LW0686'NO. 197 (A 23-FOOT LONG BRIDGE OVER AN ABANDONED RAILROAD BED
 LW0686'WHICH IS NOW A TRAIL), 29.5 FEET EAST OF THE CENTER LINE OF THE
 LW0686'NORTHBOUND LANE OF THE HIGHWAY, 0.4 MILE SOUTHWEST OF THE JUNCTION
 LW0686'OF STATE HIGHWAY 1A AND ABOUT LEVEL WITH THE HIGHWAY.
 LW0686
 LW0686                          STATION RECOVERY (1987)
 LW0686
 LW0686'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0686'RECOVERED IN GOOD CONDITION.
 LW0686
 LW0686                          STATION RECOVERY (1988)
 LW0686
 LW0686'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1988 (GEC)
 LW0686'RECOVERED AS DESCRIBED.
 LW0686
 LW0686                          STATION RECOVERY (1989)
 LW0686
 LW0686'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0686'RECOVERED IN GOOD CONDITION.
 LW0686
 LW0686                          STATION RECOVERY (1990)
 LW0686
 LW0686'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1990
 LW0686'1.35 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0686'POND STREET AT WAKEFIELD, SET ON THE TOP OF THE EAST END OF THE NORTH
 LW0686'CONCRETE ABUTMENT OF THE NARRAGANSETT PIER RAILROAD BRIDGE NO. 197
 LW0686'(A 23-FOOT LONG BRIDGE OVER AN ABANDONED RAILROAD BED WHICH IS NOW A
 LW0686'TRAIL), 29.5 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF
 LW0686'THE HIGHWAY, 0.4 MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 1A
 LW0686'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0350 ***********************************************************************
 LW0350  DESIGNATION -  X 23
 LW0350  PID         -  LW0350
 LW0350  STATE/COUNTY-  RI/KENT
 LW0350  USGS QUAD   -  EAST GREENWICH (1975)
 LW0350
 LW0350                         *CURRENT SURVEY CONTROL
 LW0350  ___________________________________________________________________
 LW0350* NAD 83(1986)-  41 42 58.     (N)    071 28 15.     (W)     SCALED    
 LW0350* NAVD 88     -        20.886  (meters)      68.52   (feet)  ADJUSTED  
 LW0350  ___________________________________________________________________
 LW0350  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LW0350  DYNAMIC HT  -          20.879 (meters)      68.50  (feet)  COMP
 LW0350  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 LW0350
 LW0350  VERT ORDER  -  SECOND    CLASS 0
 LW0350
 LW0350.The horizontal coordinates were scaled from a topographic map and have
 LW0350.an estimated accuracy of +/- 6 seconds.
 LW0350
 LW0350.The orthometric height was determined by differential leveling
 LW0350.and adjusted by the National Geodetic Survey in June 1991..
 LW0350
 LW0350.The geoid height was determined by GEOID03.
 LW0350
 LW0350.The dynamic height is computed by dividing the NAVD 88
 LW0350.geopotential number by the normal gravity value computed on the
 LW0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0350.degrees latitude (g = 980.6199 gals.).
 LW0350
 LW0350.The modeled gravity was interpolated from observed gravity values.
 LW0350
 LW0350;                    North         East    Units  Estimated Accuracy
 LW0350;SPC RI       -    70,280.      102,430.      MT  (+/- 180 meters Scaled)
 LW0350
 LW0350                          SUPERSEDED SURVEY CONTROL
 LW0350
 LW0350  NGVD 29 (??/??/92)   21.143  (m)           69.37   (f) ADJ UNCH    2 0
 LW0350
 LW0350.Superseded values are not recommended for survey control.
 LW0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0350.See file dsdata.txt to determine how the superseded data were derived.
 LW0350
 LW0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG944212(NAD 83)
 LW0350_MARKER: DB = BENCH MARK DISK
 LW0350_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0350_SP_SET: ABUTMENT
 LW0350_STAMPING: X 23 1969
 LW0350_MARK LOGO: CGS   
 LW0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0350
 LW0350  HISTORY     - Date     Condition        Report By
 LW0350  HISTORY     - 1969     MONUMENTED       CGS
 LW0350  HISTORY     - 1985     GOOD             RIGS
 LW0350
 LW0350                          STATION DESCRIPTION
 LW0350
 LW0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0350'4.4 MI NE FROM WEST WARWICK.
 LW0350'ABOUT 4.35 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0350'OVERPASS OVER STATE HIGHWAY 2 AT WEST WARWICK, ON TOP OF THE
 LW0350'EAST AVENUE (STATE HIGHWAY 113) OVERPASS OVER INTERSTATE HIGHWAY
 LW0350'95, SET ON THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT
 LW0350'FOR THE EASTBOUND LANE OF EAST AVENUE OVER I 95, 30 FEET WEST OF
 LW0350'THE EAST END OF THE SOUTH BANNISTER OF THE OVERPASS, 28 FEET
 LW0350'SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF THE AVENUE, 0.6
 LW0350'FOOT NORTH OF THE NORTH SIDE OF THE SOUTH BANNISTER AND 1/2 FOOT
 LW0350'ABOVE THE LEVEL OF THE AVENUE.  NOTE-- MARK MAY BE REACHED BY
 LW0350'GOING 1.25 MILES WEST ALONG STATE HIGHWAY 113 FROM THE
 LW0350'INTERSECTION OF U.S. HIGHWAY 1 AT WARWICK.
 LW0350
 LW0350                          STATION RECOVERY (1985)
 LW0350
 LW0350'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0554 ***********************************************************************
 LW0554  DESIGNATION -  X 24
 LW0554  PID         -  LW0554
 LW0554  STATE/COUNTY-  RI/BRISTOL
 LW0554  USGS QUAD   -  BRISTOL (1975)
 LW0554
 LW0554                         *CURRENT SURVEY CONTROL
 LW0554  ___________________________________________________________________
 LW0554* NAD 83(1986)-  41 44 15.     (N)    071 17 19.     (W)     SCALED    
 LW0554* NAVD 88     -         2.852  (meters)       9.36   (feet)  ADJUSTED  
 LW0554  ___________________________________________________________________
 LW0554  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW0554  DYNAMIC HT  -           2.851 (meters)       9.35  (feet)  COMP
 LW0554  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 LW0554
 LW0554  VERT ORDER  -  SECOND    CLASS 0
 LW0554
 LW0554.The horizontal coordinates were scaled from a topographic map and have
 LW0554.an estimated accuracy of +/- 6 seconds.
 LW0554
 LW0554.The orthometric height was determined by differential leveling
 LW0554.and adjusted by the National Geodetic Survey in June 1991..
 LW0554
 LW0554.The geoid height was determined by GEOID03.
 LW0554
 LW0554.The dynamic height is computed by dividing the NAVD 88
 LW0554.geopotential number by the normal gravity value computed on the
 LW0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0554.degrees latitude (g = 980.6199 gals.).
 LW0554
 LW0554.The modeled gravity was interpolated from observed gravity values.
 LW0554
 LW0554;                    North         East    Units  Estimated Accuracy
 LW0554;SPC RI       -    72,670.      117,590.      MT  (+/- 180 meters Scaled)
 LW0554
 LW0554                          SUPERSEDED SURVEY CONTROL
 LW0554
 LW0554  NGVD 29 (??/??/92)    3.108  (m)           10.20   (f) ADJ UNCH    2 0
 LW0554
 LW0554.Superseded values are not recommended for survey control.
 LW0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0554.See file dsdata.txt to determine how the superseded data were derived.
 LW0554
 LW0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG096231(NAD 83)
 LW0554_MARKER: DB = BENCH MARK DISK
 LW0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0554_SP_SET: BRIDGE
 LW0554_STAMPING: X 24 1969
 LW0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0554
 LW0554  HISTORY     - Date     Condition        Report By
 LW0554  HISTORY     - 1969     MONUMENTED       CGS
 LW0554  HISTORY     - 1969     GOOD             NGS
 LW0554  HISTORY     - 19980411 GOOD             USPSQD
 LW0554
 LW0554                          STATION DESCRIPTION
 LW0554
 LW0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0554'0.6 MI N FROM WARREN.
 LW0554'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 114 AND 103 FROM THE
 LW0554'JUNCTION OF STATE HIGHWAY 103 AT WARREN, ABOUT 1.15 MILES
 LW0554'SOUTHEAST ALONG STATE HIGHWAY 114 AND 103 FROM THE POST OFFICE
 LW0554'AT BARRINGTON, SET ON THE TOP AND 6.3 FEET NORTHWEST OF THE
 LW0554'SOUTHEAST END OF THE NORTHEAST CONCRETE BANNISTER OF THE HIGHWAY
 LW0554'BRIDGE OVER THE WARREN RIVER, 5.6 FEET NORTHEAST OF THE NORTHEAST
 LW0554'CURB OF THE HIGHWAY BRIDGE AND 3 1/2 FEET ABOVE THE LEVEL OF
 LW0554'THE HIGHWAY.
 LW0554
 LW0554                          STATION RECOVERY (1969)
 LW0554
 LW0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0554'RECOVERED IN GOOD CONDITION.
 LW0554
 LW0554                          STATION RECOVERY (1998)
 LW0554
 LW0554'RECOVERY NOTE BY US POWER SQUADRON 1998
 LW0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1248 ***********************************************************************
 LW1248  DESIGNATION -  X 25
 LW1248  PID         -  LW1248
 LW1248  STATE/COUNTY-  RI/PROVIDENCE
 LW1248  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1248
 LW1248                         *CURRENT SURVEY CONTROL
 LW1248  ___________________________________________________________________
 LW1248* NAD 83(1986)-  41 51 13.     (N)    071 45 31.     (W)     SCALED    
 LW1248* NAVD 88     -       217.152  (meters)     712.44   (feet)  ADJUSTED  
 LW1248  ___________________________________________________________________
 LW1248  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW1248  DYNAMIC HT  -         217.074 (meters)     712.18  (feet)  COMP
 LW1248  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 LW1248
 LW1248  VERT ORDER  -  SECOND    CLASS 0
 LW1248
 LW1248.The horizontal coordinates were scaled from a topographic map and have
 LW1248.an estimated accuracy of +/- 6 seconds.
 LW1248
 LW1248.The orthometric height was determined by differential leveling
 LW1248.and adjusted by the National Geodetic Survey in June 1991..
 LW1248
 LW1248.The geoid height was determined by GEOID03.
 LW1248
 LW1248.The dynamic height is computed by dividing the NAVD 88
 LW1248.geopotential number by the normal gravity value computed on the
 LW1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1248.degrees latitude (g = 980.6199 gals.).
 LW1248
 LW1248.The modeled gravity was interpolated from observed gravity values.
 LW1248
 LW1248;                    North         East    Units  Estimated Accuracy
 LW1248;SPC RI       -    85,580.       78,530.      MT  (+/- 180 meters Scaled)
 LW1248
 LW1248                          SUPERSEDED SURVEY CONTROL
 LW1248
 LW1248  NGVD 29 (??/??/92)  217.391  (m)          713.22   (f) ADJ UNCH    2 0
 LW1248
 LW1248.Superseded values are not recommended for survey control.
 LW1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1248.See file dsdata.txt to determine how the superseded data were derived.
 LW1248
 LW1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG710372(NAD 83)
 LW1248_MARKER: DB = BENCH MARK DISK
 LW1248_SETTING: 80 = SET IN A BOULDER
 LW1248_SP_SET: BOULDER
 LW1248_STAMPING: X 25 1969
 LW1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1248+STABILITY: SURFACE MOTION
 LW1248
 LW1248  HISTORY     - Date     Condition        Report By
 LW1248  HISTORY     - 1969     MONUMENTED       CGS
 LW1248  HISTORY     - 19900331 GOOD             USPSQD
 LW1248
 LW1248                          STATION DESCRIPTION
 LW1248
 LW1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1248'AT FOSTER.
 LW1248'AT FOSTER, 97 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 LW1248'OF STATE HIGHWAYS 94 AND 101, SET ON THE TOP OF THE HIGHEST PART
 LW1248'OF AN IMBEDDED BOULDER WHICH IS 9 FEET LONG, 2 1/2 FEET WIDE AND
 LW1248'PROJECTS 1 1/2 FEET ABOVE GROUND, 60 FEET SOUTH OF THE CENTER
 LW1248'LINE OF STATE HIGHWAY 101, 58 FEET WEST OF THE CENTER LINE OF THE
 LW1248'SOUTHBOUND LANE OF STATE HIGHWAY 94, 37 FEET SOUTHWEST OF POWER
 LW1248'LINE POLE 190, AND ABOUT LEVEL WITH THE HIGHWAYS.
 LW1248
 LW1248                          STATION RECOVERY (1990)
 LW1248
 LW1248'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0774 ***********************************************************************
 MY0774  DESIGNATION -  X 26
 MY0774  PID         -  MY0774
 MY0774  STATE/COUNTY-  RI/PROVIDENCE
 MY0774  USGS QUAD   -  BLACKSTONE (1979)
 MY0774
 MY0774                         *CURRENT SURVEY CONTROL
 MY0774  ___________________________________________________________________
 MY0774* NAD 83(1986)-  42 00 24.     (N)    071 34 06.     (W)     SCALED    
 MY0774* NAVD 88     -        89.225  (meters)     292.73   (feet)  ADJUSTED  
 MY0774  ___________________________________________________________________
 MY0774  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MY0774  DYNAMIC HT  -          89.196 (meters)     292.64  (feet)  COMP
 MY0774  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 MY0774
 MY0774  VERT ORDER  -  SECOND    CLASS 0
 MY0774
 MY0774.The horizontal coordinates were scaled from a topographic map and have
 MY0774.an estimated accuracy of +/- 6 seconds.
 MY0774
 MY0774.The orthometric height was determined by differential leveling
 MY0774.and adjusted by the National Geodetic Survey in June 1991..
 MY0774
 MY0774.The geoid height was determined by GEOID03.
 MY0774
 MY0774.The dynamic height is computed by dividing the NAVD 88
 MY0774.geopotential number by the normal gravity value computed on the
 MY0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0774.degrees latitude (g = 980.6199 gals.).
 MY0774
 MY0774.The modeled gravity was interpolated from observed gravity values.
 MY0774
 MY0774;                    North         East    Units  Estimated Accuracy
 MY0774;SPC RI       -   102,550.       94,340.      MT  (+/- 180 meters Scaled)
 MY0774
 MY0774                          SUPERSEDED SURVEY CONTROL
 MY0774
 MY0774  NGVD 29 (??/??/92)   89.463  (m)          293.51   (f) ADJ UNCH    2 0
 MY0774
 MY0774.Superseded values are not recommended for survey control.
 MY0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0774.See file dsdata.txt to determine how the superseded data were derived.
 MY0774
 MY0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG873537(NAD 83)
 MY0774_MARKER: DB = BENCH MARK DISK
 MY0774_SETTING: 66 = SET IN ROCK OUTCROP
 MY0774_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MY0774_STAMPING: X 26 1969
 MY0774_MARK LOGO: CGS   
 MY0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY0774+STABILITY: POSITION/ELEVATION WELL
 MY0774
 MY0774  HISTORY     - Date     Condition        Report By
 MY0774  HISTORY     - 1969     MONUMENTED       CGS
 MY0774  HISTORY     - 19870601 GOOD             RIGS
 MY0774
 MY0774                          STATION DESCRIPTION
 MY0774
 MY0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MY0774'0.9 MI SE FROM SLATERSVILLE.
 MY0774'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE CENTER
 MY0774'STREET OVERPASS OVER THE HIGHWAY AT SLATERSVILLE, ABOUT 0.5 MILE
 MY0774'NORTHWEST OF THE STATE HIGHWAY 146A OVERPASS OVER STATE HIGHWAY
 MY0774'146, AT THE SOUTHEAST END OF A ROCK CUT, SET ON THE TOP OF THE
 MY0774'WEST EDGE OF A SLOPING OUTCROPPING ROCK WHICH IS 15 FEET LONG
 MY0774'AND FLUSH WITH GROUND, 39.3 FEET SOUTHWEST OF THE CENTER LINE
 MY0774'OF THE SOUTHBOUND LANE OF THE HIGHWAY, 4 FEET NORTHWEST OF THE
 MY0774'SOUTHEAST END OF THE EXPOSED PORTION OF THE ROCK AND 1 1/2
 MY0774'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 MY0774
 MY0774                          STATION RECOVERY (1987)
 MY0774
 MY0774'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 MY0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0227 ***********************************************************************
 LW0227  DESIGNATION -  X 27
 LW0227  PID         -  LW0227
 LW0227  STATE/COUNTY-  RI/NEWPORT
 LW0227  USGS QUAD   -  FALL RIVER (1979)
 LW0227
 LW0227                         *CURRENT SURVEY CONTROL
 LW0227  ___________________________________________________________________
 LW0227* NAD 83(1986)-  41 37 41.     (N)    071 14 39.     (W)     SCALED    
 LW0227* NAVD 88     -        11.613  (meters)      38.10   (feet)  ADJUSTED  
 LW0227  ___________________________________________________________________
 LW0227  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW0227  DYNAMIC HT  -          11.609 (meters)      38.09  (feet)  COMP
 LW0227  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 LW0227
 LW0227  VERT ORDER  -  SECOND    CLASS 0
 LW0227
 LW0227.The horizontal coordinates were scaled from a topographic map and have
 LW0227.an estimated accuracy of +/- 6 seconds.
 LW0227
 LW0227.The orthometric height was determined by differential leveling
 LW0227.and adjusted by the National Geodetic Survey in June 1991..
 LW0227
 LW0227.The geoid height was determined by GEOID03.
 LW0227
 LW0227.The dynamic height is computed by dividing the NAVD 88
 LW0227.geopotential number by the normal gravity value computed on the
 LW0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0227.degrees latitude (g = 980.6199 gals.).
 LW0227
 LW0227.The modeled gravity was interpolated from observed gravity values.
 LW0227
 LW0227;                    North         East    Units  Estimated Accuracy
 LW0227;SPC RI       -    60,530.      121,320.      MT  (+/- 180 meters Scaled)
 LW0227
 LW0227                          SUPERSEDED SURVEY CONTROL
 LW0227
 LW0227  NGVD 29 (??/??/92)   11.873  (m)           38.95   (f) ADJ UNCH    2 0
 LW0227
 LW0227.Superseded values are not recommended for survey control.
 LW0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0227.See file dsdata.txt to determine how the superseded data were derived.
 LW0227
 LW0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG130109(NAD 83)
 LW0227_MARKER: DB = BENCH MARK DISK
 LW0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0227_SP_SET: CONCRETE BANNISTER OF OVERPASS
 LW0227_STAMPING: X 27 1969
 LW0227_MARK LOGO: CGS   
 LW0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0227
 LW0227  HISTORY     - Date     Condition        Report By
 LW0227  HISTORY     - 1969     MONUMENTED       CGS
 LW0227  HISTORY     - 19870701 GOOD             RIGS
 LW0227
 LW0227                          STATION DESCRIPTION
 LW0227
 LW0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0227'1.6 MI SW FROM PORTSMOUTH.
 LW0227'ABOUT 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE WEST
 LW0227'END OF THE HIGHWAY BRIDGE OVER THE SAKONNET RIVER, AT THE STATE
 LW0227'HIGHWAY OVERPASS OVER BOYD LANE, SET ON THE TOP OF THE SOUTHWEST
 LW0227'END OF THE NORTHWEST CONCRETE BASE FOR THE SOUTHWEST CONCRETE
 LW0227'BANNISTER OF THE OVERPASS OVER BOYD LANE, 23.5 FEET NORTHWEST
 LW0227'OF THE CENTER LINE OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY
 LW0227'AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0227
 LW0227                          STATION RECOVERY (1987)
 LW0227
 LW0227'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0694 ***********************************************************************
 LW0694  DESIGNATION -  X 28
 LW0694  PID         -  LW0694
 LW0694  STATE/COUNTY-  RI/NEWPORT
 LW0694  USGS QUAD   -  NEWPORT (1975)
 LW0694
 LW0694                         *CURRENT SURVEY CONTROL
 LW0694  ___________________________________________________________________
 LW0694* NAD 83(1986)-  41 28 39.     (N)    071 18 58.     (W)     SCALED    
 LW0694* NAVD 88     -         1.765  (meters)       5.79   (feet)  ADJUSTED  
 LW0694  ___________________________________________________________________
 LW0694  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW0694  DYNAMIC HT  -           1.765 (meters)       5.79  (feet)  COMP
 LW0694  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 LW0694
 LW0694  VERT ORDER  -  SECOND    CLASS 0
 LW0694
 LW0694.The horizontal coordinates were scaled from a topographic map and have
 LW0694.an estimated accuracy of +/- 6 seconds.
 LW0694
 LW0694.The orthometric height was determined by differential leveling
 LW0694.and adjusted by the National Geodetic Survey in June 1991..
 LW0694
 LW0694.The geoid height was determined by GEOID03.
 LW0694
 LW0694.The dynamic height is computed by dividing the NAVD 88
 LW0694.geopotential number by the normal gravity value computed on the
 LW0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0694.degrees latitude (g = 980.6199 gals.).
 LW0694
 LW0694.The modeled gravity was interpolated from observed gravity values.
 LW0694
 LW0694;                    North         East    Units  Estimated Accuracy
 LW0694;SPC RI       -    43,790.      115,360.      MT  (+/- 180 meters Scaled)
 LW0694
 LW0694                          SUPERSEDED SURVEY CONTROL
 LW0694
 LW0694  NGVD 29 (??/??/92)    2.038  (m)            6.69   (f) ADJ UNCH    2 0
 LW0694
 LW0694.Superseded values are not recommended for survey control.
 LW0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0694.See file dsdata.txt to determine how the superseded data were derived.
 LW0694
 LW0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF066943(NAD 83)
 LW0694_MARKER: DB = BENCH MARK DISK
 LW0694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0694_SP_SET: SEAWALL
 LW0694_STAMPING: X 28 1969
 LW0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0694
 LW0694  HISTORY     - Date     Condition        Report By
 LW0694  HISTORY     - 1969     MONUMENTED       CGS
 LW0694  HISTORY     - 1987     GOOD             USPSQD
 LW0694
 LW0694                          STATION DESCRIPTION
 LW0694
 LW0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0694'0.6 MI SW FROM NEWPORT.
 LW0694'0.55 MILE SOUTH ALONG THAMES STREET FROM THE POST OFFICE BUILDING
 LW0694'AT NEWPORT, THENCE 0.1 MILE WEST ALONG WELLINGTON AVENUE, SET ON
 LW0694'THE TOP AND 11.5 FEET WEST OF THE EAST END OF THE CONCRETE SEA
 LW0694'WALL, NEAR THE SOUTHEAST CORNER OF THE NEWPORT HARBOR, IN LINE
 LW0694'WITH THE EXTENDED CENTER LINE OF MARCHANT STREET LEADING SOUTH,
 LW0694'243 FEET NORTH OF THE CENTER LINE OF WELLINGTON AVENUE AND 2 FEET
 LW0694'ABOVE THE LEVEL OF THE GROUND.
 LW0694
 LW0694                          STATION RECOVERY (1987)
 LW0694
 LW0694'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0311 ***********************************************************************
 LW0311  DESIGNATION -  X 29
 LW0311  PID         -  LW0311
 LW0311  STATE/COUNTY-  RI/PROVIDENCE
 LW0311  USGS QUAD   -  PAWTUCKET (1975)
 LW0311
 LW0311                         *CURRENT SURVEY CONTROL
 LW0311  ___________________________________________________________________
 LW0311* NAD 83(1986)-  41 55 43.     (N)    071 24 04.     (W)     SCALED    
 LW0311* NAVD 88     -        71.231  (meters)     233.70   (feet)  ADJUSTED  
 LW0311  ___________________________________________________________________
 LW0311  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LW0311  DYNAMIC HT  -          71.210 (meters)     233.63  (feet)  COMP
 LW0311  MODELED GRAV-     980,326.4   (mgal)                       NAVD 88
 LW0311
 LW0311  VERT ORDER  -  SECOND    CLASS 0
 LW0311
 LW0311.The horizontal coordinates were scaled from a topographic map and have
 LW0311.an estimated accuracy of +/- 6 seconds.
 LW0311
 LW0311.The orthometric height was determined by differential leveling
 LW0311.and adjusted by the National Geodetic Survey in June 1991..
 LW0311
 LW0311.The geoid height was determined by GEOID03.
 LW0311
 LW0311.The dynamic height is computed by dividing the NAVD 88
 LW0311.geopotential number by the normal gravity value computed on the
 LW0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0311.degrees latitude (g = 980.6199 gals.).
 LW0311
 LW0311.The modeled gravity was interpolated from observed gravity values.
 LW0311
 LW0311;                    North         East    Units  Estimated Accuracy
 LW0311;SPC RI       -    93,880.      108,200.      MT  (+/- 180 meters Scaled)
 LW0311
 LW0311                          SUPERSEDED SURVEY CONTROL
 LW0311
 LW0311  NGVD 29 (??/??/92)   71.469  (m)          234.48   (f) ADJ UNCH    2 0
 LW0311
 LW0311.Superseded values are not recommended for survey control.
 LW0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0311.See file dsdata.txt to determine how the superseded data were derived.
 LW0311
 LW0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG009446(NAD 83)
 LW0311_MARKER: DB = BENCH MARK DISK
 LW0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0311_SP_SET: FLAG POLE BASE
 LW0311_STAMPING: X 29 1969
 LW0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0311
 LW0311  HISTORY     - Date     Condition        Report By
 LW0311  HISTORY     - 1969     MONUMENTED       CGS
 LW0311  HISTORY     - 1985     GOOD             LOCSUR
 LW0311  HISTORY     - 1985     GOOD             LOCSUR
 LW0311
 LW0311                          STATION DESCRIPTION
 LW0311
 LW0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0311'2.4 MI N FROM CUMBERLAND.
 LW0311'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 114 FROM THE TOWN HALL
 LW0311'AT CUMBERLAND, ABOUT 100 YARDS SOUTH OF THE CUMBERLAND POLICE
 LW0311'STATION, AT THE GARVIN MEMORIAL SCHOOL, SET IN THE TOP OF THE
 LW0311'NORTHEAST CORNER OF THE 4-FOOT SQUARE CONCRETE BASE SUPPORTING
 LW0311'THE FLAG POLE, 51 FEET WEST OF THE WEST CURB LINE OF THE HIGHWAY,
 LW0311'40.7 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING
 LW0311'AND 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0311
 LW0311                          STATION RECOVERY (1985)
 LW0311
 LW0311'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0311'RECOVERED IN GOOD CONDITION.
 LW0311
 LW0311                          STATION RECOVERY (1985)
 LW0311
 LW0311'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0384 ***********************************************************************
 LW0384  DESIGNATION -  X 30
 LW0384  PID         -  LW0384
 LW0384  STATE/COUNTY-  RI/PROVIDENCE
 LW0384  USGS QUAD   -  PAWTUCKET (1975)
 LW0384
 LW0384                         *CURRENT SURVEY CONTROL
 LW0384  ___________________________________________________________________
 LW0384* NAD 83(1986)-  41 53 30.     (N)    071 26 26.     (W)     SCALED    
 LW0384* NAVD 88     -        79.443  (meters)     260.64   (feet)  ADJUSTED  
 LW0384  ___________________________________________________________________
 LW0384  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW0384  DYNAMIC HT  -          79.419 (meters)     260.56  (feet)  COMP
 LW0384  MODELED GRAV-     980,320.7   (mgal)                       NAVD 88
 LW0384
 LW0384  VERT ORDER  -  SECOND    CLASS 0
 LW0384
 LW0384.The horizontal coordinates were scaled from a topographic map and have
 LW0384.an estimated accuracy of +/- 6 seconds.
 LW0384
 LW0384.The orthometric height was determined by differential leveling
 LW0384.and adjusted by the National Geodetic Survey in June 1991..
 LW0384
 LW0384.The geoid height was determined by GEOID03.
 LW0384
 LW0384.The dynamic height is computed by dividing the NAVD 88
 LW0384.geopotential number by the normal gravity value computed on the
 LW0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0384.degrees latitude (g = 980.6199 gals.).
 LW0384
 LW0384.The modeled gravity was interpolated from observed gravity values.
 LW0384
 LW0384;                    North         East    Units  Estimated Accuracy
 LW0384;SPC RI       -    89,780.      104,930.      MT  (+/- 180 meters Scaled)
 LW0384
 LW0384                          SUPERSEDED SURVEY CONTROL
 LW0384
 LW0384  NGVD 29 (??/??/92)   79.686  (m)          261.44   (f) ADJ UNCH    2 0
 LW0384
 LW0384.Superseded values are not recommended for survey control.
 LW0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0384.See file dsdata.txt to determine how the superseded data were derived.
 LW0384
 LW0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG975406(NAD 83)
 LW0384_MARKER: DB = BENCH MARK DISK
 LW0384_SETTING: 66 = SET IN ROCK OUTCROP
 LW0384_SP_SET: ROCK LEDGE
 LW0384_STAMPING: X 30 1969
 LW0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0384+STABILITY: POSITION/ELEVATION WELL
 LW0384
 LW0384  HISTORY     - Date     Condition        Report By
 LW0384  HISTORY     - 1969     MONUMENTED       CGS
 LW0384
 LW0384                          STATION DESCRIPTION
 LW0384
 LW0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0384'4.3 MI N FROM PROVIDENCE.
 LW0384'ABOUT 4.3 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0384'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0384'AT PROVIDENCE, ABOUT 0.2 MILE SOUTH OF THE ROAD TO LINCOLN
 LW0384'DOWNS AND LINCOLN WOODS OVERPASS OVER THE HIGHWAY, SET IN THE TOP
 LW0384'OF A FLAT ROCK LEDGE WHICH IS 12 FEET LONG- 6 FEET WIDE AND
 LW0384'2 1/2 FEET HIGH WHICH IS AT THE WEST END OF A 60 FEET LONG ROCK
 LW0384'CUT, 31.6 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE
 LW0384'OF THE HIGHWAY, 1.6 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 LW0384'LEDGE AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0390 ***********************************************************************
 LW0390  DESIGNATION -  X 31
 LW0390  PID         -  LW0390
 LW0390  STATE/COUNTY-  RI/PROVIDENCE
 LW0390  USGS QUAD   -  PAWTUCKET (1975)
 LW0390
 LW0390                         *CURRENT SURVEY CONTROL
 LW0390  ___________________________________________________________________
 LW0390* NAD 83(1986)-  41 56 26.     (N)    071 28 22.     (W)     SCALED    
 LW0390* NAVD 88     -        91.247  (meters)     299.37   (feet)  ADJUSTED  
 LW0390  ___________________________________________________________________
 LW0390  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW0390  DYNAMIC HT  -          91.219 (meters)     299.27  (feet)  COMP
 LW0390  MODELED GRAV-     980,312.7   (mgal)                       NAVD 88
 LW0390
 LW0390  VERT ORDER  -  SECOND    CLASS 0
 LW0390
 LW0390.The horizontal coordinates were scaled from a topographic map and have
 LW0390.an estimated accuracy of +/- 6 seconds.
 LW0390
 LW0390.The orthometric height was determined by differential leveling
 LW0390.and adjusted by the National Geodetic Survey in June 1991..
 LW0390
 LW0390.The geoid height was determined by GEOID03.
 LW0390
 LW0390.The dynamic height is computed by dividing the NAVD 88
 LW0390.geopotential number by the normal gravity value computed on the
 LW0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0390.degrees latitude (g = 980.6199 gals.).
 LW0390
 LW0390.The modeled gravity was interpolated from observed gravity values.
 LW0390
 LW0390;                    North         East    Units  Estimated Accuracy
 LW0390;SPC RI       -    95,210.      102,260.      MT  (+/- 180 meters Scaled)
 LW0390
 LW0390                          SUPERSEDED SURVEY CONTROL
 LW0390
 LW0390  NGVD 29 (??/??/92)   91.485  (m)          300.15   (f) ADJ UNCH    2 0
 LW0390
 LW0390.Superseded values are not recommended for survey control.
 LW0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0390.See file dsdata.txt to determine how the superseded data were derived.
 LW0390
 LW0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG950461(NAD 83)
 LW0390_MARKER: DB = BENCH MARK DISK
 LW0390_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0390_SP_SET: UNSPECIFIED
 LW0390_STAMPING: X 31 1969
 LW0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0390
 LW0390  HISTORY     - Date     Condition        Report By
 LW0390  HISTORY     - 1969     MONUMENTED       CGS
 LW0390  HISTORY     - 1981     MARK NOT FOUND   USGS
 LW0390
 LW0390                          STATION DESCRIPTION
 LW0390
 LW0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0390'8 MI N FROM PROVIDENCE.
 LW0390'ABOUT 8.0 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0390'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0390'AT PROVIDENCE, ABOUT 0.2 MILE SOUTH OF THE INTERSTATE HIGHWAY
 LW0390'295 OVERPASS OVER STATE HIGHWAY 146, IN THE Y JUNCTION OF THE EXIT
 LW0390'LANE FROM THE NORTHBOUND LANE OF STATE HIGHWAY 146 TO THE EASTBOUND
 LW0390'LANE OF INTERSTATE HIGHWAY 295, SET IN THE TOP OF A ROCK WHICH
 LW0390'THE EXPOSED PORTION IS ABOUT 12 FEET LONG AND 3 FEET WIDE AND IS
 LW0390'ON THE WEST SIDE AND PART OF A LARGE MOUND OF ROCKS, 63 FEET
 LW0390'EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY,
 LW0390'0.9 FOOT WEST OF A METAL WITNESS POST AND 3 FEET ABOVE THE LEVEL
 LW0390'OF THE HIGHWAY.
 LW0390
 LW0390                          STATION RECOVERY (1981)
 LW0390
 LW0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LW0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0407 ***********************************************************************
 LW0407  DESIGNATION -  X 32
 LW0407  PID         -  LW0407
 LW0407  STATE/COUNTY-  RI/PROVIDENCE
 LW0407  USGS QUAD   -  PROVIDENCE (1975)
 LW0407
 LW0407                         *CURRENT SURVEY CONTROL
 LW0407  ___________________________________________________________________
 LW0407* NAD 83(1986)-  41 48 03.     (N)    071 29 10.     (W)     SCALED    
 LW0407* NAVD 88     -        34.794  (meters)     114.15   (feet)  ADJUSTED  
 LW0407  ___________________________________________________________________
 LW0407  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LW0407  DYNAMIC HT  -          34.782 (meters)     114.11  (feet)  COMP
 LW0407  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 LW0407
 LW0407  VERT ORDER  -  SECOND    CLASS 0
 LW0407
 LW0407.The horizontal coordinates were scaled from a topographic map and have
 LW0407.an estimated accuracy of +/- 6 seconds.
 LW0407
 LW0407.The orthometric height was determined by differential leveling
 LW0407.and adjusted by the National Geodetic Survey in June 1991..
 LW0407
 LW0407.The geoid height was determined by GEOID03.
 LW0407
 LW0407.The dynamic height is computed by dividing the NAVD 88
 LW0407.geopotential number by the normal gravity value computed on the
 LW0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0407.degrees latitude (g = 980.6199 gals.).
 LW0407
 LW0407.The modeled gravity was interpolated from observed gravity values.
 LW0407
 LW0407;                    North         East    Units  Estimated Accuracy
 LW0407;SPC RI       -    79,690.      101,150.      MT  (+/- 180 meters Scaled)
 LW0407
 LW0407                          SUPERSEDED SURVEY CONTROL
 LW0407
 LW0407  NGVD 29 (??/??/92)   35.046  (m)          114.98   (f) ADJ UNCH    2 0
 LW0407
 LW0407.Superseded values are not recommended for survey control.
 LW0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0407.See file dsdata.txt to determine how the superseded data were derived.
 LW0407
 LW0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG934306(NAD 83)
 LW0407_MARKER: DB = BENCH MARK DISK
 LW0407_SETTING: 66 = SET IN ROCK OUTCROP
 LW0407_SP_SET: ROCK LEDGE
 LW0407_STAMPING: X 32 1969
 LW0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0407+STABILITY: POSITION/ELEVATION WELL
 LW0407
 LW0407  HISTORY     - Date     Condition        Report By
 LW0407  HISTORY     - 1969     MONUMENTED       CGS
 LW0407
 LW0407                          STATION DESCRIPTION
 LW0407
 LW0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0407'1.8 MI S FROM JOHNSTON.
 LW0407'ABOUT 1.75 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE
 LW0407'INTERSECTION OF U.S. HIGHWAY 6 AT JOHNSTON, ABOUT 1.8 MILES
 LW0407'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 12 AT CRANSTON,
 LW0407'ABOUT 0.4 MILE NORTH OF THE INTERSECTION OF STATE HIGHWAY 14
 LW0407'AT THORTON, 72 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 LW0407'OF PARK STREET, ABOUT 60 FEET SOUTH OF THE SOUTH END OF A ROCK
 LW0407'CUT WHICH IS ABOUT 75 YARDS LONG AND 15 FEET HIGH, SET IN THE
 LW0407'TOP OF A ROCK LEDGE WHICH IS 18 FEET LONG-3 FEET HIGH ON THE
 LW0407'EAST SIDE, 14.8 FEET WEST OF THE WEST CURB OF THE HIGHWAY,
 LW0407'7.3 FEET NORTHEAST OF THE NORTHEAST FACE OF A STONE WALL, 82.3
 LW0407'FEET SOUTH OF A FIRE HYDRANT AND 4 FEET ABOVE THE LEVEL OF THE
 LW0407'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0432 ***********************************************************************
 LW0432  DESIGNATION -  X 33
 LW0432  PID         -  LW0432
 LW0432  STATE/COUNTY-  RI/PROVIDENCE
 LW0432  USGS QUAD   -  PROVIDENCE (1975)
 LW0432
 LW0432                         *CURRENT SURVEY CONTROL
 LW0432  ___________________________________________________________________
 LW0432* NAD 83(1986)-  41 51 05.     (N)    071 27 52.     (W)     SCALED    
 LW0432* NAVD 88     -        69.547  (meters)     228.17   (feet)  ADJUSTED  
 LW0432  ___________________________________________________________________
 LW0432  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW0432  DYNAMIC HT  -          69.525 (meters)     228.10  (feet)  COMP
 LW0432  MODELED GRAV-     980,308.3   (mgal)                       NAVD 88
 LW0432
 LW0432  VERT ORDER  -  SECOND    CLASS 0
 LW0432
 LW0432.The horizontal coordinates were scaled from a topographic map and have
 LW0432.an estimated accuracy of +/- 6 seconds.
 LW0432
 LW0432.The orthometric height was determined by differential leveling
 LW0432.and adjusted by the National Geodetic Survey in June 1991..
 LW0432
 LW0432.The geoid height was determined by GEOID03.
 LW0432
 LW0432.The dynamic height is computed by dividing the NAVD 88
 LW0432.geopotential number by the normal gravity value computed on the
 LW0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0432.degrees latitude (g = 980.6199 gals.).
 LW0432
 LW0432.The modeled gravity was interpolated from observed gravity values.
 LW0432
 LW0432;                    North         East    Units  Estimated Accuracy
 LW0432;SPC RI       -    85,300.      102,950.      MT  (+/- 180 meters Scaled)
 LW0432
 LW0432                          SUPERSEDED SURVEY CONTROL
 LW0432
 LW0432  NGVD 29 (??/??/92)   69.794  (m)          228.98   (f) ADJ UNCH    2 0
 LW0432
 LW0432.Superseded values are not recommended for survey control.
 LW0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0432.See file dsdata.txt to determine how the superseded data were derived.
 LW0432
 LW0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG954362(NAD 83)
 LW0432_MARKER: DB = BENCH MARK DISK
 LW0432_SETTING: 80 = SET IN A BOULDER
 LW0432_SP_SET: BOULDER
 LW0432_STAMPING: X 33 1969
 LW0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0432+STABILITY: SURFACE MOTION
 LW0432
 LW0432  HISTORY     - Date     Condition        Report By
 LW0432  HISTORY     - 1969     MONUMENTED       CGS
 LW0432
 LW0432                          STATION DESCRIPTION
 LW0432
 LW0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0432'AT NORTH PROVIDENCE.
 LW0432'AT NORTH PROVIDENCE, ABOUT 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY
 LW0432'44 (SMITH STREET) FROM THE LA SALLE ACADEMY, NEAR THE EAST
 LW0432'CORNER OF A SMALL CITY PARK, ABOUT MIDWAY BETWEEN THE JUNCTIONS
 LW0432'OF THE HIGHWAY AND PELHAM PARKWAY AND LOOKOUT AVENUE, SET IN THE
 LW0432'TOP OF AN IMBEDDED BOULDER WHICH IS 3 FEET LONG-1 1/2 FEET WIDE
 LW0432'AND PROJECTS 1/2 FOOT, 6.9 FEET SOUTHWEST OF THE SOUTHWEST
 LW0432'CURB OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1110 ***********************************************************************
 LW1110  DESIGNATION -  X 9
 LW1110  PID         -  LW1110
 LW1110  STATE/COUNTY-  RI/PROVIDENCE
 LW1110  USGS QUAD   -  CLAYVILLE (1975)
 LW1110
 LW1110                         *CURRENT SURVEY CONTROL
 LW1110  ___________________________________________________________________
 LW1110* NAD 83(1986)-  41 50 39.     (N)    071 42 20.     (W)     SCALED    
 LW1110* NAVD 88     -       163.842  (meters)     537.54   (feet)  ADJUSTED  
 LW1110  ___________________________________________________________________
 LW1110  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW1110  DYNAMIC HT  -         163.785 (meters)     537.35  (feet)  COMP
 LW1110  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 LW1110
 LW1110  VERT ORDER  -  SECOND    CLASS 0
 LW1110
 LW1110.The horizontal coordinates were scaled from a topographic map and have
 LW1110.an estimated accuracy of +/- 6 seconds.
 LW1110
 LW1110.The orthometric height was determined by differential leveling
 LW1110.and adjusted by the National Geodetic Survey in June 1991..
 LW1110
 LW1110.The geoid height was determined by GEOID03.
 LW1110
 LW1110.The dynamic height is computed by dividing the NAVD 88
 LW1110.geopotential number by the normal gravity value computed on the
 LW1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1110.degrees latitude (g = 980.6199 gals.).
 LW1110
 LW1110.The modeled gravity was interpolated from observed gravity values.
 LW1110
 LW1110;                    North         East    Units  Estimated Accuracy
 LW1110;SPC RI       -    84,520.       82,930.      MT  (+/- 180 meters Scaled)
 LW1110
 LW1110                          SUPERSEDED SURVEY CONTROL
 LW1110
 LW1110  NGVD 29 (??/??/92)  164.085  (m)          538.34   (f) ADJ UNCH    2 0
 LW1110
 LW1110.Superseded values are not recommended for survey control.
 LW1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1110.See file dsdata.txt to determine how the superseded data were derived.
 LW1110
 LW1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG753360(NAD 83)
 LW1110_MARKER: DB = BENCH MARK DISK
 LW1110_SETTING: 66 = SET IN ROCK OUTCROP
 LW1110_SP_SET: ROCK OUTCROP
 LW1110_STAMPING: X 9 1958
 LW1110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1110+STABILITY: POSITION/ELEVATION WELL
 LW1110
 LW1110  HISTORY     - Date     Condition        Report By
 LW1110  HISTORY     - 1958     MONUMENTED       CGS
 LW1110  HISTORY     - 1986     GOOD             USPSQD
 LW1110
 LW1110                          STATION DESCRIPTION
 LW1110
 LW1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1110'10.1 MI E FROM DAYVILLE.
 LW1110'9.85 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE
 LW1110'AT DAYVILLE, THENCE 0.25 MILES SOUTH ALONG MAPLE ROCK ROAD, SET
 LW1110'IN THE TOP OF ROCK OUTCROP, ABOUT 0.15 MILES NORTH-NORTHEAST OF
 LW1110'A FARM HOUSE, AT A BREAK IN THE GRADE, ON THE NORTH SLOPE OF A
 LW1110'HILL, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, 98 FEET
 LW1110'SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM POWER POLE 60, 113
 LW1110'FEET NORTH OF POWER POLE 59, ABOUT 1 FOOT ABOVE THE LEVEL OF
 LW1110'THE ROAD.
 LW1110
 LW1110                          STATION RECOVERY (1986)
 LW1110
 LW1110'RECOVERY NOTE BY US POWER SQUADRON 1986 (RMS)
 LW1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0113 ***********************************************************************
 LW0113  DESIGNATION -  Y 1
 LW0113  PID         -  LW0113
 LW0113  STATE/COUNTY-  RI/KENT
 LW0113  USGS QUAD   -  EAST GREENWICH (1975)
 LW0113
 LW0113                         *CURRENT SURVEY CONTROL
 LW0113  ___________________________________________________________________
 LW0113* NAD 83(1986)-  41 39 31.     (N)    071 26 53.     (W)     SCALED    
 LW0113* NAVD 88     -         9.062  (meters)      29.73   (feet)  ADJUSTED  
 LW0113  ___________________________________________________________________
 LW0113  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LW0113  DYNAMIC HT  -           9.059 (meters)      29.72  (feet)  COMP
 LW0113  MODELED GRAV-     980,288.8   (mgal)                       NAVD 88
 LW0113
 LW0113  VERT ORDER  -  FIRST     CLASS I
 LW0113
 LW0113.The horizontal coordinates were scaled from a topographic map and have
 LW0113.an estimated accuracy of +/- 6 seconds.
 LW0113
 LW0113.The orthometric height was determined by differential leveling
 LW0113.and adjusted by the National Geodetic Survey in June 1991..
 LW0113
 LW0113.The geoid height was determined by GEOID03.
 LW0113
 LW0113.The dynamic height is computed by dividing the NAVD 88
 LW0113.geopotential number by the normal gravity value computed on the
 LW0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0113.degrees latitude (g = 980.6199 gals.).
 LW0113
 LW0113.The modeled gravity was interpolated from observed gravity values.
 LW0113
 LW0113;                    North         East    Units  Estimated Accuracy
 LW0113;SPC RI       -    63,890.      104,330.      MT  (+/- 180 meters Scaled)
 LW0113
 LW0113                          SUPERSEDED SURVEY CONTROL
 LW0113
 LW0113  NGVD 29 (??/??/92)    9.322  (m)           30.58   (f) ADJ UNCH    1 1
 LW0113
 LW0113.Superseded values are not recommended for survey control.
 LW0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0113.See file dsdata.txt to determine how the superseded data were derived.
 LW0113
 LW0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG961147(NAD 83)
 LW0113_MARKER: DJ = TIDAL STATION DISK
 LW0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0113_STAMPING: ELEV 30.676 FT Y 1 1923
 LW0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0113+STABILITY: SURFACE MOTION
 LW0113
 LW0113  HISTORY     - Date     Condition        Report By
 LW0113  HISTORY     - 1923     MONUMENTED       CGS
 LW0113  HISTORY     - 1965     GOOD             NGS
 LW0113
 LW0113                          STATION DESCRIPTION
 LW0113
 LW0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0113'AT EAST GREENWICH.
 LW0113'AT EAST GREENWICH, ABOUT 0.35 MILE SOUTH ALONG U.S. HIGHWAY 1
 LW0113'FROM THE POST OFFICE, THENCE 0.1 MILE EAST ALONG LONDON STREET,
 LW0113'AT THE CROSSING OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LW0113'28 FEET NORTHWEST OF THE NORTHWEST RAIL OF TWO TRACKS, 22 1/2
 LW0113'FEET SOUTH OF THE CENTER LINE OF LONDON STREET, 18 FEET SOUTHEAST
 LW0113'OF POWER LINE POLE NO. 5, 8 FEET NORTHWEST OF THE EXTENDED
 LW0113'CENTER LINE OF A BLACK TOP STREET LEADING NORTHEAST, 2 FEET
 LW0113'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 LW0113'POST 1/2 FOOT UNDERGROUND.  EAST GREENWICH, GREENWICH BAY,
 LW0113'RHODE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0135 ***********************************************************************
 LW0135  DESIGNATION -  Y 16
 LW0135  PID         -  LW0135
 LW0135  STATE/COUNTY-  RI/KENT
 LW0135  USGS QUAD   -  EAST GREENWICH (1975)
 LW0135
 LW0135                         *CURRENT SURVEY CONTROL
 LW0135  ___________________________________________________________________
 LW0135* NAD 83(1986)-  41 44 35.     (N)    071 25 48.     (W)     SCALED    
 LW0135* NAVD 88     -        18.046  (meters)      59.21   (feet)  ADJUSTED  
 LW0135  ___________________________________________________________________
 LW0135  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW0135  DYNAMIC HT  -          18.041 (meters)      59.19  (feet)  COMP
 LW0135  MODELED GRAV-     980,300.6   (mgal)                       NAVD 88
 LW0135
 LW0135  VERT ORDER  -  FIRST     CLASS I
 LW0135
 LW0135.The horizontal coordinates were scaled from a topographic map and have
 LW0135.an estimated accuracy of +/- 6 seconds.
 LW0135
 LW0135.The orthometric height was determined by differential leveling
 LW0135.and adjusted by the National Geodetic Survey in June 1991..
 LW0135
 LW0135.The geoid height was determined by GEOID03.
 LW0135
 LW0135.The dynamic height is computed by dividing the NAVD 88
 LW0135.geopotential number by the normal gravity value computed on the
 LW0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0135.degrees latitude (g = 980.6199 gals.).
 LW0135
 LW0135.The modeled gravity was interpolated from observed gravity values.
 LW0135
 LW0135;                    North         East    Units  Estimated Accuracy
 LW0135;SPC RI       -    73,270.      105,820.      MT  (+/- 180 meters Scaled)
 LW0135
 LW0135                          SUPERSEDED SURVEY CONTROL
 LW0135
 LW0135  NGVD 29 (??/??/92)   18.300  (m)           60.04   (f) ADJ UNCH    1 1
 LW0135
 LW0135.Superseded values are not recommended for survey control.
 LW0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0135.See file dsdata.txt to determine how the superseded data were derived.
 LW0135
 LW0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG979241(NAD 83)
 LW0135_MARKER: DB = BENCH MARK DISK
 LW0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0135_SP_SET: PIER LEG BASE
 LW0135_STAMPING: Y 16 1965
 LW0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0135
 LW0135  HISTORY     - Date     Condition        Report By
 LW0135  HISTORY     - 1965     MONUMENTED       CGS
 LW0135
 LW0135                          STATION DESCRIPTION
 LW0135
 LW0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0135'AT WARWICK.
 LW0135'AT WARWICK, BETWEEN THE NORWOOD AND LINCOLN PARK SECTION OF
 LW0135'WARWICK, ALONG U.S. HIGHWAY 1 (POST ROAD), SET VERTICALLY IN
 LW0135'THE SOUTHWEST FACE OF THE SOUTHWEST LEG OF THE NORTHWEST PIER
 LW0135'UNDER A LARGE OVERPASS OVER U.S. HIGHWAY 1 AND UNDER A LEAD ROAD
 LW0135'UP RAMP TO INTERSTATE HIGHWAY 95, 10 FEET NORTHWEST OF THE
 LW0135'NORTHWEST CURB OF THE HIGHWAY, 2.7 FEET ABOVE THE LEVEL OF THE
 LW0135'SIDEWALK AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1155 ***********************************************************************
 LW1155  DESIGNATION -  Y 19
 LW1155  PID         -  LW1155
 LW1155  STATE/COUNTY-  RI/WASHINGTON
 LW1155  USGS QUAD   -  VOLUNTOWN (1975)
 LW1155
 LW1155                         *CURRENT SURVEY CONTROL
 LW1155  ___________________________________________________________________
 LW1155* NAD 83(1986)-  41 33 11.     (N)    071 47 27.     (W)     SCALED    
 LW1155* NAVD 88     -       128.153  (meters)     420.45   (feet)  ADJUSTED  
 LW1155  ___________________________________________________________________
 LW1155  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW1155  DYNAMIC HT  -         128.107 (meters)     420.30  (feet)  COMP
 LW1155  MODELED GRAV-     980,259.5   (mgal)                       NAVD 88
 LW1155
 LW1155  VERT ORDER  -  SECOND    CLASS 0
 LW1155
 LW1155.The horizontal coordinates were scaled from a topographic map and have
 LW1155.an estimated accuracy of +/- 6 seconds.
 LW1155
 LW1155.The orthometric height was determined by differential leveling
 LW1155.and adjusted by the National Geodetic Survey in June 1991..
 LW1155
 LW1155.The geoid height was determined by GEOID03.
 LW1155
 LW1155.The dynamic height is computed by dividing the NAVD 88
 LW1155.geopotential number by the normal gravity value computed on the
 LW1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1155.degrees latitude (g = 980.6199 gals.).
 LW1155
 LW1155.The modeled gravity was interpolated from observed gravity values.
 LW1155
 LW1155;                    North         East    Units  Estimated Accuracy
 LW1155;SPC RI       -    52,210.       75,740.      MT  (+/- 180 meters Scaled)
 LW1155
 LW1155                          SUPERSEDED SURVEY CONTROL
 LW1155
 LW1155  NGVD 29 (??/??/92)  128.418  (m)          421.32   (f) ADJ UNCH    2 0
 LW1155
 LW1155.Superseded values are not recommended for survey control.
 LW1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1155.See file dsdata.txt to determine how the superseded data were derived.
 LW1155
 LW1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG672039(NAD 83)
 LW1155_MARKER: DB = BENCH MARK DISK
 LW1155_SETTING: 66 = SET IN ROCK OUTCROP
 LW1155_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 LW1155_STAMPING: Y 19 1969
 LW1155_MARK LOGO: CGS   
 LW1155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1155+STABILITY: POSITION/ELEVATION WELL
 LW1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1155+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 LW1155
 LW1155  HISTORY     - Date     Condition        Report By
 LW1155  HISTORY     - 1969     MONUMENTED       CGS
 LW1155  HISTORY     - 1987     GOOD             USPSQD
 LW1155  HISTORY     - 1988     GOOD             USPSQD
 LW1155  HISTORY     - 1988     GOOD             USPSQD
 LW1155  HISTORY     - 19890707 GOOD             RIGS
 LW1155  HISTORY     - 19901121 GOOD             USPSQD
 LW1155  HISTORY     - 20020710 GOOD             USPS
 LW1155
 LW1155                          STATION DESCRIPTION
 LW1155
 LW1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1155'6.1 MI W FROM HOPE VALLEY.
 LW1155'ABOUT 6.1 MILES SOUTH AND NORTHWEST ALONG STATE HIGHWAY 138 FROM
 LW1155'THE BAPTIST CHURCH AT HOPE VALLEY, ABOUT 41 YARDS SOUTHEAST OF
 LW1155'THE RHODE ISLAND-CONNECTICUT STATE LINE, SET ON THE TOP AND ABOUT
 LW1155'IN THE CENTER OF A ROCK LEDGE WHICH IS 4 FEET LONG AND 2 FEET
 LW1155'WIDE, 25.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.7
 LW1155'FOOT NORTHEAST OF THE SOUTHWEST FACE OF THE LEDGE AND 3 FEET
 LW1155'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK IS 132 FEET NORTH
 LW1155'OF AND CROSSES THE HIGHWAY.
 LW1155
 LW1155                          STATION RECOVERY (1987)
 LW1155
 LW1155'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1155'RECOVERED IN GOOD CONDITION.
 LW1155
 LW1155                          STATION RECOVERY (1988)
 LW1155
 LW1155'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1155'RECOVERED IN GOOD CONDITION.
 LW1155
 LW1155                          STATION RECOVERY (1988)
 LW1155
 LW1155'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW1155'RECOVERED IN GOOD CONDITION.
 LW1155
 LW1155                          STATION RECOVERY (1989)
 LW1155
 LW1155'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1155'RECOVERED IN GOOD CONDITION.
 LW1155
 LW1155                          STATION RECOVERY (1990)
 LW1155
 LW1155'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1155'RECOVERED IN GOOD CONDITION.
 LW1155
 LW1155                          STATION RECOVERY (2002)
 LW1155
 LW1155'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1372 ***********************************************************************
 LW1372  DESIGNATION -  Y 20
 LW1372  PID         -  LW1372
 LW1372  STATE/COUNTY-  RI/KENT
 LW1372  USGS QUAD   -  CROMPTON (1995)
 LW1372
 LW1372                         *CURRENT SURVEY CONTROL
 LW1372  ___________________________________________________________________
 LW1372* NAD 83(1986)-  41 39 28.     (N)    071 33 41.     (W)     SCALED    
 LW1372* NAVD 88     -       105.876  (meters)     347.36   (feet)  ADJUSTED  
 LW1372  ___________________________________________________________________
 LW1372  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LW1372  DYNAMIC HT  -         105.838 (meters)     347.24  (feet)  COMP
 LW1372  MODELED GRAV-     980,266.5   (mgal)                       NAVD 88
 LW1372
 LW1372  VERT ORDER  -  SECOND    CLASS 0
 LW1372
 LW1372.The horizontal coordinates were scaled from a topographic map and have
 LW1372.an estimated accuracy of +/- 6 seconds.
 LW1372
 LW1372.The orthometric height was determined by differential leveling
 LW1372.and adjusted by the National Geodetic Survey in June 1991..
 LW1372
 LW1372.The geoid height was determined by GEOID03.
 LW1372
 LW1372.The dynamic height is computed by dividing the NAVD 88
 LW1372.geopotential number by the normal gravity value computed on the
 LW1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1372.degrees latitude (g = 980.6199 gals.).
 LW1372
 LW1372.The modeled gravity was interpolated from observed gravity values.
 LW1372
 LW1372;                    North         East    Units  Estimated Accuracy
 LW1372;SPC RI       -    63,800.       94,890.      MT  (+/- 180 meters Scaled)
 LW1372
 LW1372                          SUPERSEDED SURVEY CONTROL
 LW1372
 LW1372  NGVD 29 (??/??/92)  106.130  (m)          348.19   (f) ADJ UNCH    2 0
 LW1372
 LW1372.Superseded values are not recommended for survey control.
 LW1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1372.See file dsdata.txt to determine how the superseded data were derived.
 LW1372
 LW1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG867149(NAD 83)
 LW1372_MARKER: DB = BENCH MARK DISK
 LW1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1372_STAMPING: Y 20 1969
 LW1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1372+STABILITY: SURFACE MOTION
 LW1372
 LW1372  HISTORY     - Date     Condition        Report By
 LW1372  HISTORY     - 1969     MONUMENTED       CGS
 LW1372  HISTORY     - 1972     POOR             NGS
 LW1372  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW1372  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1372
 LW1372                          STATION DESCRIPTION
 LW1372
 LW1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1372'3.3 MI W FROM WARWICK.
 LW1372'ABOUT 3.3 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE OVERPASS
 LW1372'OVER STATE HIGHWAY 2 AT WARWICK, ABOUT 0.85 MILE EAST OF THE I 95
 LW1372'OVERPASS OVER HOPKINS HILL ROAD, ABOUT 0.7 MILE WEST OF THE NEW
 LW1372'LONDON TURNPIKE OVERPASS OVER I 95, AT THE NORTH EDGE OF A SMALL
 LW1372'CLEARING, 89 FEET NORTH OF THE CENTER LINE OF THE SOUTHBOUND
 LW1372'LANE OF THE HIGHWAY, 52.2 FEET NORTHEAST OF THE CENTER OF A
 LW1372'ROUND METAL COVER OVER A CATCH BASIN, 2 FEET EAST OF A METAL
 LW1372'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 LW1372'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 LW1372'GROUND.
 LW1372
 LW1372                          STATION RECOVERY (1972)
 LW1372
 LW1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LW1372'MARK RECOVERED IN POOR CONDITION.
 LW1372
 LW1372                          STATION RECOVERY (1987)
 LW1372
 LW1372'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1372'MARK NOT FOUND.
 LW1372
 LW1372                          STATION RECOVERY (1988)
 LW1372
 LW1372'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1430 ***********************************************************************
 LW1430  DESIGNATION -  Y 21
 LW1430  PID         -  LW1430
 LW1430  STATE/COUNTY-  RI/PROVIDENCE
 LW1430  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1430
 LW1430                         *CURRENT SURVEY CONTROL
 LW1430  ___________________________________________________________________
 LW1430* NAD 83(1986)-  41 46 54.     (N)    071 30 34.     (W)     SCALED    
 LW1430* NAVD 88     -       100.264  (meters)     328.95   (feet)  ADJUSTED  
 LW1430  ___________________________________________________________________
 LW1430  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW1430  DYNAMIC HT  -         100.231 (meters)     328.84  (feet)  COMP
 LW1430  MODELED GRAV-     980,288.1   (mgal)                       NAVD 88
 LW1430
 LW1430  VERT ORDER  -  SECOND    CLASS 0
 LW1430
 LW1430.The horizontal coordinates were scaled from a topographic map and have
 LW1430.an estimated accuracy of +/- 6 seconds.
 LW1430
 LW1430.The orthometric height was determined by differential leveling
 LW1430.and adjusted by the National Geodetic Survey in June 1991..
 LW1430
 LW1430.The geoid height was determined by GEOID03.
 LW1430
 LW1430.The dynamic height is computed by dividing the NAVD 88
 LW1430.geopotential number by the normal gravity value computed on the
 LW1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1430.degrees latitude (g = 980.6199 gals.).
 LW1430
 LW1430.The modeled gravity was interpolated from observed gravity values.
 LW1430
 LW1430;                    North         East    Units  Estimated Accuracy
 LW1430;SPC RI       -    77,560.       99,220.      MT  (+/- 180 meters Scaled)
 LW1430
 LW1430                          SUPERSEDED SURVEY CONTROL
 LW1430
 LW1430  NGVD 29 (??/??/92)  100.517  (m)          329.78   (f) ADJ UNCH    2 0
 LW1430
 LW1430.Superseded values are not recommended for survey control.
 LW1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1430.See file dsdata.txt to determine how the superseded data were derived.
 LW1430
 LW1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG914285(NAD 83)
 LW1430_MARKER: DB = BENCH MARK DISK
 LW1430_SETTING: 66 = SET IN ROCK OUTCROP
 LW1430_SP_SET: ROCK CUT
 LW1430_STAMPING: Y 21 1969
 LW1430_MARK LOGO: CGS   
 LW1430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1430+STABILITY: POSITION/ELEVATION WELL
 LW1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1430+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 LW1430
 LW1430  HISTORY     - Date     Condition        Report By
 LW1430  HISTORY     - 1969     MONUMENTED       CGS
 LW1430  HISTORY     - 1986     GOOD             RIGS
 LW1430  HISTORY     - 1987     GOOD             USPSQD
 LW1430  HISTORY     - 1989     GOOD             USPSQD
 LW1430  HISTORY     - 20050205 GOOD             USPSQD
 LW1430
 LW1430                          STATION DESCRIPTION
 LW1430
 LW1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1430'5.7 MI NE FROM HOPE.
 LW1430'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION
 LW1430'OF STATE HIGHWAY 115, THENCE 3.7 MILES EAST ALONG STATE HIGHWAY
 LW1430'12, ON THE OUTSIDE AND AT THE SOUTHEAST END OF A CURVE, ABOUT
 LW1430'0.4 MILE WEST OF THE STATE HIGHWAY 12 OVERPASS OVER INTERSTATE
 LW1430'HIGHWAY 295, 51 FEET NORTH OF THE CENTER OF THE JUNCTION OF
 LW1430'COUNCIL ROCK ROAD LEADING SOUTH, SET IN THE TOP OF A V SHAPED
 LW1430'ROCK WHICH IS AT THE NORTHWEST END OF A ROCK WHICH IS 20 FEET
 LW1430'LONG, 28 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LW1430'3 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE ROCK AND 3 FEET
 LW1430'ABOVE THE LEVEL OF THE HIGHWAY.
 LW1430
 LW1430                          STATION RECOVERY (1986)
 LW1430
 LW1430'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW1430'RECOVERED IN GOOD CONDITION.
 LW1430
 LW1430                          STATION RECOVERY (1987)
 LW1430
 LW1430'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1430'RECOVERED IN GOOD CONDITION.
 LW1430
 LW1430                          STATION RECOVERY (1989)
 LW1430
 LW1430'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1430'RECOVERED IN GOOD CONDITION.
 LW1430
 LW1430                          STATION RECOVERY (2005)
 LW1430
 LW1430'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCP)
 LW1430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0681 ***********************************************************************
 LW0681  DESIGNATION -  Y 22
 LW0681  PID         -  LW0681
 LW0681  STATE/COUNTY-  RI/WASHINGTON
 LW0681  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0681
 LW0681                         *CURRENT SURVEY CONTROL
 LW0681  ___________________________________________________________________
 LW0681* NAD 83(1986)-  41 27 27.     (N)    071 28 04.     (W)     SCALED    
 LW0681* NAVD 88     -        41.761  (meters)     137.01   (feet)  ADJUSTED  
 LW0681  ___________________________________________________________________
 LW0681  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LW0681  DYNAMIC HT  -          41.747 (meters)     136.96  (feet)  COMP
 LW0681  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 LW0681
 LW0681  VERT ORDER  -  SECOND    CLASS 0
 LW0681
 LW0681.The horizontal coordinates were scaled from a topographic map and have
 LW0681.an estimated accuracy of +/- 6 seconds.
 LW0681
 LW0681.The orthometric height was determined by differential leveling
 LW0681.and adjusted by the National Geodetic Survey in June 1991..
 LW0681
 LW0681.The geoid height was determined by GEOID03.
 LW0681
 LW0681.The dynamic height is computed by dividing the NAVD 88
 LW0681.geopotential number by the normal gravity value computed on the
 LW0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0681.degrees latitude (g = 980.6199 gals.).
 LW0681
 LW0681.The modeled gravity was interpolated from observed gravity values.
 LW0681
 LW0681;                    North         East    Units  Estimated Accuracy
 LW0681;SPC RI       -    41,560.      102,690.      MT  (+/- 180 meters Scaled)
 LW0681
 LW0681                          SUPERSEDED SURVEY CONTROL
 LW0681
 LW0681  NGVD 29 (??/??/92)   42.039  (m)          137.92   (f) ADJ UNCH    2 0
 LW0681
 LW0681.Superseded values are not recommended for survey control.
 LW0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0681.See file dsdata.txt to determine how the superseded data were derived.
 LW0681
 LW0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF938924(NAD 83)
 LW0681_MARKER: DB = BENCH MARK DISK
 LW0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0681_STAMPING: Y 22 1969
 LW0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0681+STABILITY: SURFACE MOTION
 LW0681
 LW0681  HISTORY     - Date     Condition        Report By
 LW0681  HISTORY     - 1969     MONUMENTED       CGS
 LW0681  HISTORY     - 1987     GOOD             USPSQD
 LW0681  HISTORY     - 1989     GOOD             USPSQD
 LW0681
 LW0681                          STATION DESCRIPTION
 LW0681
 LW0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0681'3 MI NE FROM WAKEFIELD.
 LW0681'2.95 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 LW0681'POND STREET AT WAKEFIELD, 0.6 MILE SOUTHWEST OF THE TOWER HILL
 LW0681'FIRE STATION, AT THE JUNCTION OF A PRIVATE ROAD LEADING EAST, 60
 LW0681'FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW0681'HIGHWAY, 80 FEET SOUTHWEST OF THE CENTER LINE OF THE PRIVATE
 LW0681'DRIVE, 1.2 FEET NORTHWEST OF THE NORTHWEST SIDE OF A STONE
 LW0681'FENCE, 2 FEET NORTHEAST OF A METAL WITNESS POST, 2 FEET BELOW
 LW0681'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW0681'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 LW0681
 LW0681                          STATION RECOVERY (1987)
 LW0681
 LW0681'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0681'RECOVERED IN GOOD CONDITION.
 LW0681
 LW0681                          STATION RECOVERY (1989)
 LW0681
 LW0681'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0348 ***********************************************************************
 LW0348  DESIGNATION -  Y 23
 LW0348  PID         -  LW0348
 LW0348  STATE/COUNTY-  RI/KENT
 LW0348  USGS QUAD   -  EAST GREENWICH (1975)
 LW0348
 LW0348                         *CURRENT SURVEY CONTROL
 LW0348  ___________________________________________________________________
 LW0348* NAD 83(1986)-  41 43 55.     (N)    071 27 12.     (W)     SCALED    
 LW0348* NAVD 88     -        10.388  (meters)      34.08   (feet)  ADJUSTED  
 LW0348  ___________________________________________________________________
 LW0348  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW0348  DYNAMIC HT  -          10.385 (meters)      34.07  (feet)  COMP
 LW0348  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 LW0348
 LW0348  VERT ORDER  -  SECOND    CLASS 0
 LW0348
 LW0348.The horizontal coordinates were scaled from a topographic map and have
 LW0348.an estimated accuracy of +/- 6 seconds.
 LW0348
 LW0348.The orthometric height was determined by differential leveling
 LW0348.and adjusted by the National Geodetic Survey in June 1991..
 LW0348
 LW0348.The geoid height was determined by GEOID03.
 LW0348
 LW0348.The dynamic height is computed by dividing the NAVD 88
 LW0348.geopotential number by the normal gravity value computed on the
 LW0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0348.degrees latitude (g = 980.6199 gals.).
 LW0348
 LW0348.The modeled gravity was interpolated from observed gravity values.
 LW0348
 LW0348;                    North         East    Units  Estimated Accuracy
 LW0348;SPC RI       -    72,040.      103,880.      MT  (+/- 180 meters Scaled)
 LW0348
 LW0348                          SUPERSEDED SURVEY CONTROL
 LW0348
 LW0348  NGVD 29 (??/??/92)   10.644  (m)           34.92   (f) ADJ UNCH    2 0
 LW0348
 LW0348.Superseded values are not recommended for survey control.
 LW0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0348.See file dsdata.txt to determine how the superseded data were derived.
 LW0348
 LW0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG959229(NAD 83)
 LW0348_MARKER: DB = BENCH MARK DISK
 LW0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0348_SP_SET: CONCRETE POST
 LW0348_STAMPING: Y 23 1969
 LW0348_MARK LOGO: CGS   
 LW0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0348+STABILITY: SURFACE MOTION
 LW0348
 LW0348  HISTORY     - Date     Condition        Report By
 LW0348  HISTORY     - 1969     MONUMENTED       CGS
 LW0348  HISTORY     - 1986     GOOD             RIGS
 LW0348
 LW0348                          STATION DESCRIPTION
 LW0348
 LW0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0348'7 MI SW FROM PROVIDENCE.
 LW0348'ABOUT 6.95 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0348'JUNCTION OF INTERSTATE HIGHWAY 195 AT PROVIDENCE, ABOUT 5.85
 LW0348'MILES NORTHEAST ALONG INTERSTATE HIGHWAY 95 FROM THE OVERPASS
 LW0348'OVER STATE HIGHWAY 2 AT WEST WARWICK, 0.4 MILE NORTH OF THE
 LW0348'OVERPASS FOR THE AIRPORT ROAD (EXIT 13), ALONG THE NORTHBOUND
 LW0348'LANE OF THE HIGHWAY, 90 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 LW0348'THE NORTHBOUND LANE OF THE HIGHWAY, 84 FEET SOUTH OF THE
 LW0348'SOUTHWEST EDGE OF THE NORTHBOUND LANE OF THE HIGHWAY, 84 FEET
 LW0348'SOUTH OF THE SOUTHWEST END OF A GUARD RAIL, 57 FEET SOUTHWEST OF
 LW0348'A STEEL BRACE POLE IN THE RIGHT-OF-WAY FENCE LINE, 1 FOOT
 LW0348'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE LINE, 77 FEET
 LW0348'SOUTHEAST OF METAL LIGHT POLE NO. H 28, 2 FEET NORTHEAST OF A
 LW0348'METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 LW0348'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 LW0348'LEVEL OF THE GROUND.
 LW0348
 LW0348                          STATION RECOVERY (1986)
 LW0348
 LW0348'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0348'RECOVERED IN GOOD CONDITION EXCEPT THE GUARD RAIL AND LIGHT POLE H 28
 LW0348'IN THE ORIGINAL DESCRIPTION HAVE BEEN REMOVED.  A DISTANCE OF 90 FEET
 LW0348'NORTHEAST OF THE NORTHWEST CORNER OF AN ASHPALT PARKING AREA WAS
 LW0348'MEASURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0557 ***********************************************************************
 LW0557  DESIGNATION -  Y 24
 LW0557  PID         -  LW0557
 LW0557  STATE/COUNTY-  RI/BRISTOL
 LW0557  USGS QUAD   -  FALL RIVER (1979)
 LW0557
 LW0557                         *CURRENT SURVEY CONTROL
 LW0557  ___________________________________________________________________
 LW0557* NAD 83(1986)-  41 44 04.     (N)    071 14 54.     (W)     SCALED    
 LW0557* NAVD 88     -        23.948  (meters)      78.57   (feet)  ADJUSTED  
 LW0557  ___________________________________________________________________
 LW0557  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LW0557  DYNAMIC HT  -          23.940 (meters)      78.54  (feet)  COMP
 LW0557  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 LW0557
 LW0557  VERT ORDER  -  SECOND    CLASS 0
 LW0557
 LW0557.The horizontal coordinates were scaled from a topographic map and have
 LW0557.an estimated accuracy of +/- 6 seconds.
 LW0557
 LW0557.The orthometric height was determined by differential leveling
 LW0557.and adjusted by the National Geodetic Survey in June 1991..
 LW0557
 LW0557.The geoid height was determined by GEOID03.
 LW0557
 LW0557.The dynamic height is computed by dividing the NAVD 88
 LW0557.geopotential number by the normal gravity value computed on the
 LW0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0557.degrees latitude (g = 980.6199 gals.).
 LW0557
 LW0557.The modeled gravity was interpolated from observed gravity values.
 LW0557
 LW0557;                    North         East    Units  Estimated Accuracy
 LW0557;SPC RI       -    72,340.      120,940.      MT  (+/- 180 meters Scaled)
 LW0557
 LW0557                          SUPERSEDED SURVEY CONTROL
 LW0557
 LW0557  NGVD 29 (??/??/92)   24.203  (m)           79.41   (f) ADJ UNCH    2 0
 LW0557
 LW0557.Superseded values are not recommended for survey control.
 LW0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0557.See file dsdata.txt to determine how the superseded data were derived.
 LW0557
 LW0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG130227(NAD 83)
 LW0557_MARKER: DB = BENCH MARK DISK
 LW0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0557_STAMPING: Y 24 1969
 LW0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0557+STABILITY: SURFACE MOTION
 LW0557
 LW0557  HISTORY     - Date     Condition        Report By
 LW0557  HISTORY     - 1969     MONUMENTED       CGS
 LW0557
 LW0557                          STATION DESCRIPTION
 LW0557
 LW0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0557'1.8 MI E FROM WARREN.
 LW0557'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 103 FROM THE JUNCTION
 LW0557'OF STATE HIGHWAY 114 AT WARREN, 0.15 MILE WEST OF THE
 LW0557'MASSACHUSETTS-RHODE ISLAND STATE LINE, AT THE INTERSECTION OF
 LW0557'THE HIGHWAY AND LONG LANE, 67 FEET SOUTHWEST OF THE CENTER OF
 LW0557'THE INTERSECTION, 67.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LW0557'A TWO-STORIED HOUSE, 56 FEET WEST OF THE CENTER LINE OF LONG LANE,
 LW0557'14 FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY 1 1/2 FEET
 LW0557'NORTH OF A CONCRETE RIGHT-OF-WAY MARKER, ABOUT LEVEL WITH A
 LW0557'SIDEWALK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW0557'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1252 ***********************************************************************
 LW1252  DESIGNATION -  Y 25
 LW1252  PID         -  LW1252
 LW1252  STATE/COUNTY-  RI/PROVIDENCE
 LW1252  USGS QUAD   -  CLAYVILLE (1975)
 LW1252
 LW1252                         *CURRENT SURVEY CONTROL
 LW1252  ___________________________________________________________________
 LW1252* NAD 83(1986)-  41 49 02.     (N)    071 44 16.     (W)     SCALED    
 LW1252* NAVD 88     -       154.205  (meters)     505.92   (feet)  ADJUSTED  
 LW1252  ___________________________________________________________________
 LW1252  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW1252  DYNAMIC HT  -         154.151 (meters)     505.74  (feet)  COMP
 LW1252  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 LW1252
 LW1252  VERT ORDER  -  SECOND    CLASS 0
 LW1252
 LW1252.The horizontal coordinates were scaled from a topographic map and have
 LW1252.an estimated accuracy of +/- 6 seconds.
 LW1252
 LW1252.The orthometric height was determined by differential leveling
 LW1252.and adjusted by the National Geodetic Survey in June 1991..
 LW1252
 LW1252.The geoid height was determined by GEOID03.
 LW1252
 LW1252.The dynamic height is computed by dividing the NAVD 88
 LW1252.geopotential number by the normal gravity value computed on the
 LW1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1252.degrees latitude (g = 980.6199 gals.).
 LW1252
 LW1252.The modeled gravity was interpolated from observed gravity values.
 LW1252
 LW1252;                    North         East    Units  Estimated Accuracy
 LW1252;SPC RI       -    81,530.       80,240.      MT  (+/- 180 meters Scaled)
 LW1252
 LW1252                          SUPERSEDED SURVEY CONTROL
 LW1252
 LW1252  NGVD 29 (??/??/92)  154.448  (m)          506.72   (f) ADJ UNCH    2 0
 LW1252
 LW1252.Superseded values are not recommended for survey control.
 LW1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1252.See file dsdata.txt to determine how the superseded data were derived.
 LW1252
 LW1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG726331(NAD 83)
 LW1252_MARKER: DB = BENCH MARK DISK
 LW1252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1252_SP_SET: CULVERT
 LW1252_STAMPING: Y 25 1969
 LW1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1252
 LW1252  HISTORY     - Date     Condition        Report By
 LW1252  HISTORY     - 1969     MONUMENTED       CGS
 LW1252  HISTORY     - 19900331 GOOD             USPSQD
 LW1252
 LW1252                          STATION DESCRIPTION
 LW1252
 LW1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1252'0.2 MI N FROM SIMMONS CORNER.
 LW1252'ABOUT 0.25 MILE NORTH ALONG STATE HIGHWAY 94 FROM THE INTERSECTION
 LW1252'OF U.S. HIGHWAY 6 AT SIMMONS CORNER, SET ON THE TOP OF THE
 LW1252'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL FOR AN 18-FOOT
 LW1252'CONCRETE BOX CULVERT OVER PAINE BROOK, 22 FEET SOUTHWEST OF THE
 LW1252'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF THE SOUTHEAST
 LW1252'END OF THE HEAD WALL AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW1252
 LW1252                          STATION RECOVERY (1990)
 LW1252
 LW1252'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MY0775 ***********************************************************************
 MY0775  DESIGNATION -  Y 26
 MY0775  PID         -  MY0775
 MY0775  STATE/COUNTY-  RI/PROVIDENCE
 MY0775  USGS QUAD   -  BLACKSTONE (1979)
 MY0775
 MY0775                         *CURRENT SURVEY CONTROL
 MY0775  ___________________________________________________________________
 MY0775* NAD 83(1986)-  42 00 07.     (N)    071 33 39.     (W)     SCALED    
 MY0775* NAVD 88     -        71.446  (meters)     234.40   (feet)  ADJUSTED  
 MY0775  ___________________________________________________________________
 MY0775  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MY0775  DYNAMIC HT  -          71.423 (meters)     234.33  (feet)  COMP
 MY0775  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 MY0775
 MY0775  VERT ORDER  -  SECOND    CLASS 0
 MY0775
 MY0775.The horizontal coordinates were scaled from a topographic map and have
 MY0775.an estimated accuracy of +/- 6 seconds.
 MY0775
 MY0775.The orthometric height was determined by differential leveling
 MY0775.and adjusted by the National Geodetic Survey in June 1991..
 MY0775
 MY0775.The geoid height was determined by GEOID03.
 MY0775
 MY0775.The dynamic height is computed by dividing the NAVD 88
 MY0775.geopotential number by the normal gravity value computed on the
 MY0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0775.degrees latitude (g = 980.6199 gals.).
 MY0775
 MY0775.The modeled gravity was interpolated from observed gravity values.
 MY0775
 MY0775;                    North         East    Units  Estimated Accuracy
 MY0775;SPC RI       -   102,030.       94,960.      MT  (+/- 180 meters Scaled)
 MY0775
 MY0775                          SUPERSEDED SURVEY CONTROL
 MY0775
 MY0775  NGVD 29 (??/??/92)   71.685  (m)          235.19   (f) ADJ UNCH    2 0
 MY0775
 MY0775.Superseded values are not recommended for survey control.
 MY0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0775.See file dsdata.txt to determine how the superseded data were derived.
 MY0775
 MY0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG879531(NAD 83)
 MY0775_MARKER: DB = BENCH MARK DISK
 MY0775_SETTING: 80 = SET IN A BOULDER
 MY0775_SP_SET: BOULDER
 MY0775_STAMPING: Y 26 1969
 MY0775_MARK LOGO: CGS   
 MY0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY0775+STABILITY: SURFACE MOTION
 MY0775
 MY0775  HISTORY     - Date     Condition        Report By
 MY0775  HISTORY     - 1969     MONUMENTED       CGS
 MY0775  HISTORY     - 19870601 GOOD             RIGS
 MY0775
 MY0775                          STATION DESCRIPTION
 MY0775
 MY0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MY0775'1.4 MI SE FROM SLATERSVILLE.
 MY0775'ABOUT 1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE CENTRAL
 MY0775'STREET OVERPASS OVER THE HIGHWAY AT SLATERSVILLE, AT THE STATE
 MY0775'HIGHWAY 146A OVERPASS, SET IN THE TOP OF A ROCK WHICH IS ABOUT
 MY0775'20 FEET LONG AND 8 FEET HIGH, 38 FEET SOUTH OF THE SOUTHEAST
 MY0775'END OF THE SOUTHWEST ABUTMENT FOR THE OVERPASS, 50 FEET SOUTHWEST
 MY0775'OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 6.6
 MY0775'FEET WEST OF THE EAST FACE OF THE TOP STEP OF THE ROCK AND 8
 MY0775'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 MY0775
 MY0775                          STATION RECOVERY (1987)
 MY0775
 MY0775'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 MY0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0229 ***********************************************************************
 LW0229  DESIGNATION -  Y 27
 LW0229  PID         -  LW0229
 LW0229  STATE/COUNTY-  RI/NEWPORT
 LW0229  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0229
 LW0229                         *CURRENT SURVEY CONTROL
 LW0229  ___________________________________________________________________
 LW0229* NAD 83(1986)-  41 37 00.     (N)    071 15 09.     (W)     SCALED    
 LW0229* NAVD 88     -        40.985  (meters)     134.47   (feet)  ADJUSTED  
 LW0229  ___________________________________________________________________
 LW0229  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW0229  DYNAMIC HT  -          40.972 (meters)     134.42  (feet)  COMP
 LW0229  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 LW0229
 LW0229  VERT ORDER  -  SECOND    CLASS 0
 LW0229
 LW0229.The horizontal coordinates were scaled from a topographic map and have
 LW0229.an estimated accuracy of +/- 6 seconds.
 LW0229
 LW0229.The orthometric height was determined by differential leveling
 LW0229.and adjusted by the National Geodetic Survey in June 1991..
 LW0229
 LW0229.The geoid height was determined by GEOID03.
 LW0229
 LW0229.The dynamic height is computed by dividing the NAVD 88
 LW0229.geopotential number by the normal gravity value computed on the
 LW0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0229.degrees latitude (g = 980.6199 gals.).
 LW0229
 LW0229.The modeled gravity was interpolated from observed gravity values.
 LW0229
 LW0229;                    North         East    Units  Estimated Accuracy
 LW0229;SPC RI       -    59,260.      120,630.      MT  (+/- 180 meters Scaled)
 LW0229
 LW0229                          SUPERSEDED SURVEY CONTROL
 LW0229
 LW0229  NGVD 29 (??/??/92)   41.246  (m)          135.32   (f) ADJ UNCH    2 0
 LW0229
 LW0229.Superseded values are not recommended for survey control.
 LW0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0229.See file dsdata.txt to determine how the superseded data were derived.
 LW0229
 LW0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG123096(NAD 83)
 LW0229_MARKER: DB = BENCH MARK DISK
 LW0229_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW0229_SP_SET: VERTICALLY IN CONCRETE ABUTMEN
 LW0229_STAMPING: Y 27 1969
 LW0229_MARK LOGO: CGS   
 LW0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0229
 LW0229  HISTORY     - Date     Condition        Report By
 LW0229  HISTORY     - 1969     MONUMENTED       CGS
 LW0229  HISTORY     - 19870701 GOOD             RIGS
 LW0229
 LW0229                          STATION DESCRIPTION
 LW0229
 LW0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0229'2.6 MI SW FROM PORTSMOUTH.
 LW0229'ABOUT 2.55 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE WEST
 LW0229'END OF THE HIGHWAY BRIDGE OVER THE SAKONNET RIVER, AT THE SPRAGUE
 LW0229'STREET OVERPASS OVER STATE HIGHWAY 24, SET VERTICALLY IN THE
 LW0229'SOUTHEAST SIDE AND AT THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 LW0229'ABUTMENT OF THE SPRAGUE STREET OVERPASS OVER THE HIGHWAY, 33.6
 LW0229'FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHWEST BOUND LANE
 LW0229'OF THE HIGHWAY, 1.7 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 LW0229'ABUTMENT AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0229
 LW0229                          STATION RECOVERY (1987)
 LW0229
 LW0229'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0695 ***********************************************************************
 LW0695  DESIGNATION -  Y 28
 LW0695  PID         -  LW0695
 LW0695  STATE/COUNTY-  RI/NEWPORT
 LW0695  USGS QUAD   -  NEWPORT (1975)
 LW0695
 LW0695                         *CURRENT SURVEY CONTROL
 LW0695  ___________________________________________________________________
 LW0695* NAD 83(1986)-  41 28 34.     (N)    071 19 25.     (W)     SCALED    
 LW0695* NAVD 88     -         1.818  (meters)       5.96   (feet)  ADJUSTED  
 LW0695  ___________________________________________________________________
 LW0695  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LW0695  DYNAMIC HT  -           1.817 (meters)       5.96  (feet)  COMP
 LW0695  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 LW0695
 LW0695  VERT ORDER  -  SECOND    CLASS 0
 LW0695
 LW0695.The horizontal coordinates were scaled from a topographic map and have
 LW0695.an estimated accuracy of +/- 6 seconds.
 LW0695
 LW0695.The orthometric height was determined by differential leveling
 LW0695.and adjusted by the National Geodetic Survey in June 1991..
 LW0695
 LW0695.The geoid height was determined by GEOID03.
 LW0695
 LW0695.The dynamic height is computed by dividing the NAVD 88
 LW0695.geopotential number by the normal gravity value computed on the
 LW0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0695.degrees latitude (g = 980.6199 gals.).
 LW0695
 LW0695.The modeled gravity was interpolated from observed gravity values.
 LW0695
 LW0695;                    North         East    Units  Estimated Accuracy
 LW0695;SPC RI       -    43,640.      114,730.      MT  (+/- 180 meters Scaled)
 LW0695
 LW0695                          SUPERSEDED SURVEY CONTROL
 LW0695
 LW0695  NGVD 29 (??/??/92)    2.091  (m)            6.86   (f) ADJ UNCH    2 0
 LW0695
 LW0695.Superseded values are not recommended for survey control.
 LW0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0695.See file dsdata.txt to determine how the superseded data were derived.
 LW0695
 LW0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF059942(NAD 83)
 LW0695_MARKER: DB = BENCH MARK DISK
 LW0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0695_SP_SET: TOP WATER MANHOLE
 LW0695_STAMPING: Y 28 1969
 LW0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0695
 LW0695  HISTORY     - Date     Condition        Report By
 LW0695  HISTORY     - 1969     MONUMENTED       CGS
 LW0695  HISTORY     - 1987     GOOD             USPSQD
 LW0695
 LW0695                          STATION DESCRIPTION
 LW0695
 LW0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0695'1 MI SW FROM NEWPORT.
 LW0695'0.55 MILE SOUTH ALONG THAMES STREET FROM THE MAIN POST OFFICE
 LW0695'BUILDING AT NEWPORT, THENCE 0.5 MILE WEST ALONG WELLINGTON AVENUE,
 LW0695'0.1 MILE WEST OF THE JUNCTION OF HALIDON AVENUE, NEAR THE WEST
 LW0695'END OF A PARK, SET ON TOP AND AT THE NORTHWEST CORNER OF A
 LW0695'13-BY-8-FEET AND 7 FEET DEEP CONCRETE TOP OF WATER MANHOLE, 165
 LW0695'FEET WEST OF THE EXTENDED CENTER LINE OF CHASTELLUX AVENUE, 28
 LW0695'FEET NORTH OF THE NORTH CURB OF WELLINGTON AVENUE, 1.5 FEET
 LW0695'SOUTHEAST OF THE NORTHWEST CORNER OF THE MANHOLE AND ABOUT LEVEL
 LW0695'WITH WELLINGTON AVENUE.
 LW0695
 LW0695                          STATION RECOVERY (1987)
 LW0695
 LW0695'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0313 ***********************************************************************
 LW0313  DESIGNATION -  Y 29
 LW0313  PID         -  LW0313
 LW0313  STATE/COUNTY-  RI/PROVIDENCE
 LW0313  USGS QUAD   -  PAWTUCKET (1975)
 LW0313
 LW0313                         *CURRENT SURVEY CONTROL
 LW0313  ___________________________________________________________________
 LW0313* NAD 83(1986)-  41 54 57.     (N)    071 23 39.     (W)     SCALED    
 LW0313* NAVD 88     -        45.663  (meters)     149.81   (feet)  ADJUSTED  
 LW0313  ___________________________________________________________________
 LW0313  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LW0313  DYNAMIC HT  -          45.649 (meters)     149.77  (feet)  COMP
 LW0313  MODELED GRAV-     980,327.9   (mgal)                       NAVD 88
 LW0313
 LW0313  VERT ORDER  -  SECOND    CLASS 0
 LW0313
 LW0313.The horizontal coordinates were scaled from a topographic map and have
 LW0313.an estimated accuracy of +/- 6 seconds.
 LW0313
 LW0313.The orthometric height was determined by differential leveling
 LW0313.and adjusted by the National Geodetic Survey in June 1991..
 LW0313
 LW0313.The geoid height was determined by GEOID03.
 LW0313
 LW0313.The dynamic height is computed by dividing the NAVD 88
 LW0313.geopotential number by the normal gravity value computed on the
 LW0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0313.degrees latitude (g = 980.6199 gals.).
 LW0313
 LW0313.The modeled gravity was interpolated from observed gravity values.
 LW0313
 LW0313;                    North         East    Units  Estimated Accuracy
 LW0313;SPC RI       -    92,470.      108,780.      MT  (+/- 180 meters Scaled)
 LW0313
 LW0313                          SUPERSEDED SURVEY CONTROL
 LW0313
 LW0313  NGVD 29 (??/??/92)   45.903  (m)          150.60   (f) ADJ UNCH    2 0
 LW0313
 LW0313.Superseded values are not recommended for survey control.
 LW0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0313.See file dsdata.txt to determine how the superseded data were derived.
 LW0313
 LW0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG014432(NAD 83)
 LW0313_MARKER: DB = BENCH MARK DISK
 LW0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0313_SP_SET: FLAG POLE BASE
 LW0313_STAMPING: Y 29 1969
 LW0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0313
 LW0313  HISTORY     - Date     Condition        Report By
 LW0313  HISTORY     - 1969     MONUMENTED       CGS
 LW0313  HISTORY     - 1985     GOOD             LOCSUR
 LW0313  HISTORY     - 1985     GOOD             LOCSUR
 LW0313
 LW0313                          STATION DESCRIPTION
 LW0313
 LW0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0313'AT CUMBERLAND.
 LW0313'AT CUMBERLAND, ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 114
 LW0313'FROM THE TOWN HALL, AT THE NORTHEAST CORNER OF THE JUNCTION
 LW0313'OF BLACKSTONE AND KENT STREET, ON THE LAWN OF THE TOWN OF
 LW0313'CUMBERLAND MUNICIPAL GARAGE, SET IN THE TOP OF THE SOUTH SIDE
 LW0313'OF THE ROUND CONCRETE BASE SUPPORTING THE FLAG POLE, 39 FEET
 LW0313'NORTH OF THE CENTER LINE OF BLACKSTONE STREET, 43 FEET SOUTHWEST
 LW0313'OF THE SOUTHWEST CORNER OF THE GARAGE AND 2 FEET ABOVE THE LEVEL
 LW0313'OF THE HIGHWAY.
 LW0313
 LW0313                          STATION RECOVERY (1985)
 LW0313
 LW0313'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0313'RECOVERED IN GOOD CONDITION.
 LW0313
 LW0313                          STATION RECOVERY (1985)
 LW0313
 LW0313'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LW0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0385 ***********************************************************************
 LW0385  DESIGNATION -  Y 30
 LW0385  PID         -  LW0385
 LW0385  STATE/COUNTY-  RI/PROVIDENCE
 LW0385  USGS QUAD   -  PAWTUCKET (1975)
 LW0385
 LW0385                         *CURRENT SURVEY CONTROL
 LW0385  ___________________________________________________________________
 LW0385* NAD 83(1986)-  41 54 02.     (N)    071 26 47.     (W)     SCALED    
 LW0385* NAVD 88     -        81.242  (meters)     266.54   (feet)  ADJUSTED  
 LW0385  ___________________________________________________________________
 LW0385  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LW0385  DYNAMIC HT  -          81.217 (meters)     266.46  (feet)  COMP
 LW0385  MODELED GRAV-     980,319.4   (mgal)                       NAVD 88
 LW0385
 LW0385  VERT ORDER  -  SECOND    CLASS 0
 LW0385
 LW0385.The horizontal coordinates were scaled from a topographic map and have
 LW0385.an estimated accuracy of +/- 6 seconds.
 LW0385
 LW0385.The orthometric height was determined by differential leveling
 LW0385.and adjusted by the National Geodetic Survey in June 1991..
 LW0385
 LW0385.The geoid height was determined by GEOID03.
 LW0385
 LW0385.The dynamic height is computed by dividing the NAVD 88
 LW0385.geopotential number by the normal gravity value computed on the
 LW0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0385.degrees latitude (g = 980.6199 gals.).
 LW0385
 LW0385.The modeled gravity was interpolated from observed gravity values.
 LW0385
 LW0385;                    North         East    Units  Estimated Accuracy
 LW0385;SPC RI       -    90,760.      104,450.      MT  (+/- 180 meters Scaled)
 LW0385
 LW0385                          SUPERSEDED SURVEY CONTROL
 LW0385
 LW0385  NGVD 29 (??/??/92)   81.484  (m)          267.34   (f) ADJ UNCH    2 0
 LW0385
 LW0385.Superseded values are not recommended for survey control.
 LW0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0385.See file dsdata.txt to determine how the superseded data were derived.
 LW0385
 LW0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG970416(NAD 83)
 LW0385_MARKER: DB = BENCH MARK DISK
 LW0385_SETTING: 66 = SET IN ROCK OUTCROP
 LW0385_SP_SET: ROCK OUTCROP
 LW0385_STAMPING: Y 30 1969
 LW0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0385+STABILITY: POSITION/ELEVATION WELL
 LW0385
 LW0385  HISTORY     - Date     Condition        Report By
 LW0385  HISTORY     - 1969     MONUMENTED       CGS
 LW0385
 LW0385                          STATION DESCRIPTION
 LW0385
 LW0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0385'5 MI N FROM PROVIDENCE.
 LW0385'ABOUT 5.0 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0385'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET,
 LW0385'ABOUT 150 YARDS SOUTH OF THE STATE HIGHWAY 123 OVERPASS OVER
 LW0385'STATE HIGHWAY 146, (BREAKNECK HILL ROAD BRIDGE), SET IN THE
 LW0385'TOP OF AN OUTCROPPING ROCK WHICH IS 4 FEET LONG AND 3 FEET WIDE,
 LW0385'31.6 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF
 LW0385'THE HIGHWAY, 93.8 FEET NORTHWEST OF THE CENTER LINE OF THE EXIT
 LW0385'DRIVE FROM THE NORTHBOUND LANE OF STATE HIGHWAY 146 TO THE EASTBOUND
 LW0385'LANE OF STATE HIGHWAY 123, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0392 ***********************************************************************
 LW0392  DESIGNATION -  Y 31
 LW0392  PID         -  LW0392
 LW0392  STATE/COUNTY-  RI/PROVIDENCE
 LW0392  USGS QUAD   -  PAWTUCKET (1975)
 LW0392
 LW0392                         *CURRENT SURVEY CONTROL
 LW0392  ___________________________________________________________________
 LW0392* NAD 83(1986)-  41 57 05.     (N)    071 29 09.     (W)     SCALED    
 LW0392* NAVD 88     -        96.471  (meters)     316.51   (feet)  ADJUSTED  
 LW0392  ___________________________________________________________________
 LW0392  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW0392  DYNAMIC HT  -          96.441 (meters)     316.41  (feet)  COMP
 LW0392  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 LW0392
 LW0392  VERT ORDER  -  SECOND    CLASS 0
 LW0392
 LW0392.The horizontal coordinates were scaled from a topographic map and have
 LW0392.an estimated accuracy of +/- 6 seconds.
 LW0392
 LW0392.The orthometric height was determined by differential leveling
 LW0392.and adjusted by the National Geodetic Survey in June 1991..
 LW0392
 LW0392.The geoid height was determined by GEOID03.
 LW0392
 LW0392.The dynamic height is computed by dividing the NAVD 88
 LW0392.geopotential number by the normal gravity value computed on the
 LW0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0392.degrees latitude (g = 980.6199 gals.).
 LW0392
 LW0392.The modeled gravity was interpolated from observed gravity values.
 LW0392
 LW0392;                    North         East    Units  Estimated Accuracy
 LW0392;SPC RI       -    96,410.      101,180.      MT  (+/- 180 meters Scaled)
 LW0392
 LW0392                          SUPERSEDED SURVEY CONTROL
 LW0392
 LW0392  NGVD 29 (??/??/92)   96.709  (m)          317.29   (f) ADJ UNCH    2 0
 LW0392
 LW0392.Superseded values are not recommended for survey control.
 LW0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0392.See file dsdata.txt to determine how the superseded data were derived.
 LW0392
 LW0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG939473(NAD 83)
 LW0392_MARKER: DB = BENCH MARK DISK
 LW0392_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0392_SP_SET: UNSPECIFIED ROCK
 LW0392_STAMPING: Y 31 1969
 LW0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0392
 LW0392  HISTORY     - Date     Condition        Report By
 LW0392  HISTORY     - 1969     MONUMENTED       CGS
 LW0392
 LW0392                          STATION DESCRIPTION
 LW0392
 LW0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0392'9 MI N FROM PROVIDENCE.
 LW0392'ABOUT 9.0 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0392'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0392'AT PROVIDENCE, AT THE JUNCTION OF RESERVOIR ROAD, ABOUT 35
 LW0392'YARDS SOUTHEAST OF THE JUNCTION OF THE NORTHBOUND LANE OF THE
 LW0392'HIGHWAY AND A BLACK TOPPED ROAD LEADING TO THE NORTHEAST, IN
 LW0392'THE REAR OF A ONE STORY WHITE FRAME HOUSE, SET IN THE TOP OF A
 LW0392'ROCK WHICH IS 8 FEET LONG-6 FEET WIDE AND 1 1/2 FEET HIGH, 75
 LW0392'FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW0392'HIGHWAY, 54 FEET SOUTHWEST OF THE SOUTH CORNER OF THE HOUSE
 LW0392'AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0405 ***********************************************************************
 LW0405  DESIGNATION -  Y 32
 LW0405  PID         -  LW0405
 LW0405  STATE/COUNTY-  RI/PROVIDENCE
 LW0405  USGS QUAD   -  PROVIDENCE (1975)
 LW0405
 LW0405                         *CURRENT SURVEY CONTROL
 LW0405  ___________________________________________________________________
 LW0405* NAD 83(1986)-  41 47 37.     (N)    071 28 41.     (W)     SCALED    
 LW0405* NAVD 88     -        28.096  (meters)      92.18   (feet)  ADJUSTED  
 LW0405  ___________________________________________________________________
 LW0405  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW0405  DYNAMIC HT  -          28.086 (meters)      92.15  (feet)  COMP
 LW0405  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 LW0405
 LW0405  VERT ORDER  -  SECOND    CLASS 0
 LW0405
 LW0405.The horizontal coordinates were scaled from a topographic map and have
 LW0405.an estimated accuracy of +/- 6 seconds.
 LW0405
 LW0405.The orthometric height was determined by differential leveling
 LW0405.and adjusted by the National Geodetic Survey in June 1991..
 LW0405
 LW0405.The geoid height was determined by GEOID03.
 LW0405
 LW0405.The dynamic height is computed by dividing the NAVD 88
 LW0405.geopotential number by the normal gravity value computed on the
 LW0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0405.degrees latitude (g = 980.6199 gals.).
 LW0405
 LW0405.The modeled gravity was interpolated from observed gravity values.
 LW0405
 LW0405;                    North         East    Units  Estimated Accuracy
 LW0405;SPC RI       -    78,890.      101,820.      MT  (+/- 180 meters Scaled)
 LW0405
 LW0405                          SUPERSEDED SURVEY CONTROL
 LW0405
 LW0405  NGVD 29 (??/??/92)   28.349  (m)           93.01   (f) ADJ UNCH    2 0
 LW0405
 LW0405.Superseded values are not recommended for survey control.
 LW0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0405.See file dsdata.txt to determine how the superseded data were derived.
 LW0405
 LW0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG941298(NAD 83)
 LW0405_MARKER: DB = BENCH MARK DISK
 LW0405_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0405_SP_SET: UNSPECIFIED ROCK
 LW0405_STAMPING: Y 32 1969
 LW0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0405
 LW0405  HISTORY     - Date     Condition        Report By
 LW0405  HISTORY     - 1969     MONUMENTED       CGS
 LW0405
 LW0405                          STATION DESCRIPTION
 LW0405
 LW0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0405'1.1 MI N FROM CRANSTON.
 LW0405'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION
 LW0405'OF STATE HIGHWAY 12 AT CRANSTON, AT THORTON, ABOUT 0.3 MILE
 LW0405'SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 14, 144 FEET
 LW0405'SOUTHEAST OF THE CENTER OF THE JUNCTION OF IMPERIAL AVENUE,
 LW0405'SET IN THE TOP OF A ROCK WHICH IS 4 FEET LONG-1/2 FOOT HIGH
 LW0405'AND PROJECTS OUT FROM UNDER THE SOUTHEAST END OF A STONE WALL,
 LW0405'5.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY, 26
 LW0405'FEET NORTHWEST OF THE NORTH CORNER OF BUILDING NUMBER 768 AND
 LW0405'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0430 ***********************************************************************
 LW0430  DESIGNATION -  Y 33
 LW0430  PID         -  LW0430
 LW0430  STATE/COUNTY-  RI/PROVIDENCE
 LW0430  USGS QUAD   -  PROVIDENCE (1975)
 LW0430
 LW0430                         *CURRENT SURVEY CONTROL
 LW0430  ___________________________________________________________________
 LW0430* NAD 83(1986)-  41 50 32.     (N)    071 26 43.     (W)     SCALED    
 LW0430* NAVD 88     -        35.716  (meters)     117.18   (feet)  ADJUSTED  
 LW0430  ___________________________________________________________________
 LW0430  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW0430  DYNAMIC HT  -          35.705 (meters)     117.14  (feet)  COMP
 LW0430  MODELED GRAV-     980,313.3   (mgal)                       NAVD 88
 LW0430
 LW0430  VERT ORDER  -  SECOND    CLASS 0
 LW0430
 LW0430.The horizontal coordinates were scaled from a topographic map and have
 LW0430.an estimated accuracy of +/- 6 seconds.
 LW0430
 LW0430.The orthometric height was determined by differential leveling
 LW0430.and adjusted by the National Geodetic Survey in June 1991..
 LW0430
 LW0430.The geoid height was determined by GEOID03.
 LW0430
 LW0430.The dynamic height is computed by dividing the NAVD 88
 LW0430.geopotential number by the normal gravity value computed on the
 LW0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0430.degrees latitude (g = 980.6199 gals.).
 LW0430
 LW0430.The modeled gravity was interpolated from observed gravity values.
 LW0430
 LW0430;                    North         East    Units  Estimated Accuracy
 LW0430;SPC RI       -    84,290.      104,550.      MT  (+/- 180 meters Scaled)
 LW0430
 LW0430                          SUPERSEDED SURVEY CONTROL
 LW0430
 LW0430  NGVD 29 (??/??/92)   35.963  (m)          117.99   (f) ADJ UNCH    2 0
 LW0430
 LW0430.Superseded values are not recommended for survey control.
 LW0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0430.See file dsdata.txt to determine how the superseded data were derived.
 LW0430
 LW0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG969351(NAD 83)
 LW0430_MARKER: DB = BENCH MARK DISK
 LW0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0430_SP_SET: STONE BASE OF PILLAR
 LW0430_STAMPING: Y 33 1969
 LW0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0430
 LW0430  HISTORY     - Date     Condition        Report By
 LW0430  HISTORY     - 1969     MONUMENTED       CGS
 LW0430  HISTORY     - 19970507 GOOD             USPSQD
 LW0430
 LW0430                          STATION DESCRIPTION
 LW0430
 LW0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0430'AT PROVIDENCE.
 LW0430'AT PROVIDENCE, AT THE WEST CORNER OF THE INTERSECTION OF U.S.
 LW0430'HIGHWAY 44 (SMITH STREET) AND ACADEMY AVENUE, AT THE LA SALLE
 LW0430'ACADEMY, SET IN THE TOP OF THE STONE BASE OF THE PILLOW AT THE
 LW0430'SOUTH EDGE OF THE SOUTH ONE OF THREE ENTRANCES ON THE EAST
 LW0430'SIDE OF THE BUILDING (A LARGE THREE STORIED BUILDING), 35 FEET
 LW0430'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 3 FEET ABOVE THE
 LW0430'LEVEL OF THE GROUND, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 LW0430'HIGHWAY.
 LW0430
 LW0430                          STATION RECOVERY (1997)
 LW0430
 LW0430'RECOVERY NOTE BY US POWER SQUADRON 1997
 LW0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1109 ***********************************************************************
 LW1109  DESIGNATION -  Y 9
 LW1109  PID         -  LW1109
 LW1109  STATE/COUNTY-  RI/PROVIDENCE
 LW1109  USGS QUAD   -  CLAYVILLE (1975)
 LW1109
 LW1109                         *CURRENT SURVEY CONTROL
 LW1109  ___________________________________________________________________
 LW1109* NAD 83(1986)-  41 49 53.     (N)    071 42 25.     (W)     SCALED    
 LW1109* NAVD 88     -       143.235  (meters)     469.93   (feet)  ADJUSTED  
 LW1109  ___________________________________________________________________
 LW1109  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LW1109  DYNAMIC HT  -         143.185 (meters)     469.77  (feet)  COMP
 LW1109  MODELED GRAV-     980,270.7   (mgal)                       NAVD 88
 LW1109
 LW1109  VERT ORDER  -  SECOND    CLASS 0
 LW1109
 LW1109.The horizontal coordinates were scaled from a topographic map and have
 LW1109.an estimated accuracy of +/- 6 seconds.
 LW1109
 LW1109.The orthometric height was determined by differential leveling
 LW1109.and adjusted by the National Geodetic Survey in June 1991..
 LW1109
 LW1109.The geoid height was determined by GEOID03.
 LW1109
 LW1109.The dynamic height is computed by dividing the NAVD 88
 LW1109.geopotential number by the normal gravity value computed on the
 LW1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1109.degrees latitude (g = 980.6199 gals.).
 LW1109
 LW1109.The modeled gravity was interpolated from observed gravity values.
 LW1109
 LW1109;                    North         East    Units  Estimated Accuracy
 LW1109;SPC RI       -    83,100.       82,810.      MT  (+/- 180 meters Scaled)
 LW1109
 LW1109                          SUPERSEDED SURVEY CONTROL
 LW1109
 LW1109  NGVD 29 (??/??/92)  143.478  (m)          470.73   (f) ADJ UNCH    2 0
 LW1109
 LW1109.Superseded values are not recommended for survey control.
 LW1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1109.See file dsdata.txt to determine how the superseded data were derived.
 LW1109
 LW1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG752345(NAD 83)
 LW1109_MARKER: DB = BENCH MARK DISK
 LW1109_SETTING: 80 = SET IN A BOULDER
 LW1109_SP_SET: BOULDER
 LW1109_STAMPING: Y 9 1958
 LW1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1109+STABILITY: SURFACE MOTION
 LW1109
 LW1109  HISTORY     - Date     Condition        Report By
 LW1109  HISTORY     - 1958     MONUMENTED       CGS
 LW1109  HISTORY     - 1969     GOOD             NGS
 LW1109
 LW1109                          STATION DESCRIPTION
 LW1109
 LW1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1109'2.5 MI NE FROM SIMMONS CORNER.
 LW1109'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1109'OF STATE HIGHWAY 94 AT SIMMONS CORNER, THENCE 0.1 MILE NORTH ALONG
 LW1109'RAMS TAIL ROAD, THENCE 0.2 MILE NORTHWEST ALONG OLD U.S. HIGHWAY
 LW1109'6, THENCE 0.4 MILE NORTH ALONG WINDSOR ROAD, THENCE 0.2 MILE
 LW1109'NORTH ALONG MAPLE ROCK ROAD, ON THE SOUTH SLOPE OF A SHORT
 LW1109'STEEP HILL, SET IN THE TOP OF A 1 FOOT SQUARE ROCK WHICH IS
 LW1109'1 FOOT HIGH AT THE SOUTHEAST CORNER, 12 FEET WEST OF THE CENTER
 LW1109'LINE OF THE ROAD, 73 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 LW1109'THE SOUTHWEST CORNER OF A RESIDENCE, 30 1/2 FEET SOUTHWEST OF
 LW1109'AND ACROSS THE ROAD FROM POWER LINE POLE 22, 1 FOOT NORTHWEST
 LW1109'OF THE SOUTHEAST CORNER OF THE ROCK AND ABOUT LEVEL WITH THE
 LW1109'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW3114 ***********************************************************************
 LW3114  DESIGNATION -  YACHT
 LW3114  PID         -  LW3114
 LW3114  STATE/COUNTY-  RI/WASHINGTON
 LW3114  USGS QUAD   -  BLOCK ISLAND (1975)
 LW3114
 LW3114                         *CURRENT SURVEY CONTROL
 LW3114  ___________________________________________________________________
 LW3114* NAD 83(1996)-  41 11 03.80359(N)    071 34 53.08405(W)     ADJUSTED  
 LW3114* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW3114  ___________________________________________________________________
 LW3114  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 LW3114  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LW3114
 LW3114  HORZ ORDER  -  THIRD
 LW3114
 LW3114.The horizontal coordinates were established by classical geodetic methods
 LW3114.and adjusted by the National Geodetic Survey in August 1998..
 LW3114
 LW3114.The orthometric height was scaled from a topographic map.
 LW3114
 LW3114.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3114
 LW3114.The geoid height was determined by GEOID03.
 LW3114
 LW3114;                    North         East     Units Scale Factor Converg.
 LW3114;SPC RI       -    11,226.112    93,169.533   MT  0.99999432   -0 03 13.0
 LW3114;SPC RI       -    36,831.00    305,673.71   sFT  0.99999432   -0 03 13.0
 LW3114;UTM  19      - 4,562,439.152   283,495.570   MT  1.00017693   -1 42 01.7
 LW3114
 LW3114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3114!SPC RI       -   1.00000345  x   0.99999432  =   0.99999777
 LW3114!UTM  19      -   1.00000345  x   1.00017693  =   1.00018038
 LW3114
 LW3114:                Primary Azimuth Mark                     Grid Az
 LW3114:SPC RI       -  STEAM                                    119 28 24.6
 LW3114:UTM  19      -  STEAM                                    121 07 13.3
 LW3114
 LW3114|---------------------------------------------------------------------|
 LW3114| PID    Reference Object                     Distance      Geod. Az  |
 LW3114|                                                           dddmmss.s |
 LW3114| LW0925 STEAM                               APPROX. 0.6 KM 1192511.6 |
 LW3114| LW3095 GT SALT POND BRKWTR OUT END LT      APPROX. 1.9 KM 3291221.4 |
 LW3114| LW3103 BLOCK ISLAND CG FLAGPOLE            APPROX. 1.3 KM 3293347.0 |
 LW3114| LW3159 GT SALT POND BRKWTR IN END LT       APPROX. 1.5 KM 3304559.8 |
 LW3114|---------------------------------------------------------------------|
 LW3114
 LW3114                          SUPERSEDED SURVEY CONTROL
 LW3114
 LW3114  NAD 83(1996)-  41 11 03.80174(N)    071 34 53.08275(W) AD(       ) 3
 LW3114  NAD 83(1992)-  41 11 03.80168(N)    071 34 53.08287(W) AD(       ) 3
 LW3114  NAD 83(1992)-  41 11 03.80072(N)    071 34 53.08368(W) AD(       ) 3
 LW3114  NAD 83(1986)-  41 11 03.80135(N)    071 34 53.08216(W) AD(       ) 3
 LW3114  NAD 27      -  41 11 03.43300(N)    071 34 54.87200(W) AD(       ) 3
 LW3114
 LW3114.Superseded values are not recommended for survey control.
 LW3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3114.See file dsdata.txt to determine how the superseded data were derived.
 LW3114
 LW3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF8349662439(NAD 83)
 LW3114
 LW3114  HISTORY     - Date     Condition        Report By
 LW3114  HISTORY     - 1941     MONUMENTED       CGS
 LW3114
 LW3114                          STATION DESCRIPTION
 LW3114
 LW3114'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (HCW)
 LW3114'STATION IS NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0129 ***********************************************************************
 LW0129  DESIGNATION -  Z 16
 LW0129  PID         -  LW0129
 LW0129  STATE/COUNTY-  RI/KENT
 LW0129  USGS QUAD   -  EAST GREENWICH (1975)
 LW0129
 LW0129                         *CURRENT SURVEY CONTROL
 LW0129  ___________________________________________________________________
 LW0129* NAD 83(1986)-  41 43 57.     (N)    071 25 48.     (W)     SCALED    
 LW0129* NAVD 88     -        16.490  (meters)      54.10   (feet)  ADJUSTED  
 LW0129  ___________________________________________________________________
 LW0129  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW0129  DYNAMIC HT  -          16.484 (meters)      54.08  (feet)  COMP
 LW0129  MODELED GRAV-     980,299.0   (mgal)                       NAVD 88
 LW0129
 LW0129  VERT ORDER  -  FIRST     CLASS I
 LW0129
 LW0129.This mark is at Theodore Francis Green State Airport (PVD)
 LW0129
 LW0129.The horizontal coordinates were scaled from a topographic map and have
 LW0129.an estimated accuracy of +/- 6 seconds.
 LW0129
 LW0129.The orthometric height was determined by differential leveling
 LW0129.and adjusted by the National Geodetic Survey in June 1991..
 LW0129
 LW0129.The geoid height was determined by GEOID03.
 LW0129
 LW0129.The dynamic height is computed by dividing the NAVD 88
 LW0129.geopotential number by the normal gravity value computed on the
 LW0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0129.degrees latitude (g = 980.6199 gals.).
 LW0129
 LW0129.The modeled gravity was interpolated from observed gravity values.
 LW0129
 LW0129;                    North         East    Units  Estimated Accuracy
 LW0129;SPC RI       -    72,100.      105,820.      MT  (+/- 180 meters Scaled)
 LW0129
 LW0129                          SUPERSEDED SURVEY CONTROL
 LW0129
 LW0129  NGVD 29 (??/??/92)   16.744  (m)           54.93   (f) ADJ UNCH    1 1
 LW0129
 LW0129.Superseded values are not recommended for survey control.
 LW0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0129.See file dsdata.txt to determine how the superseded data were derived.
 LW0129
 LW0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG979229(NAD 83)
 LW0129_MARKER: DB = BENCH MARK DISK
 LW0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0129_SP_SET: GRANITE SLAB
 LW0129_STAMPING: Z 16 1965
 LW0129_MARK LOGO: CGS   
 LW0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0129+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 LW0129
 LW0129  HISTORY     - Date     Condition        Report By
 LW0129  HISTORY     - 1965     MONUMENTED       CGS
 LW0129  HISTORY     - 1969     GOOD             NGS
 LW0129  HISTORY     - 1975     GOOD             NGS
 LW0129  HISTORY     - 1986     GOOD             RIGS
 LW0129  HISTORY     - 20050418 GOOD             USPSQD
 LW0129
 LW0129                          STATION DESCRIPTION
 LW0129
 LW0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0129'AT WARWICK.
 LW0129'AT WARWICK, AT THE THEODORE FRANCIS GREEN AIRPORT, ALONG THE
 LW0129'NORTH SIDE OF THE AIRPORT, AT THE OLD ADMINISTRATION BUILDING,
 LW0129'(PRESENTLY OCCUPIED BY THE U.S. WEATHER BUREAU), SET IN THE
 LW0129'TOP OF A GRANITE SLAB ALONG THE EAST SIDE OF THE NORTH ENTRANCE
 LW0129'TO BUILDING, 1 FOOT EAST OF THE EAST EDGE OF THE ENTRANCE AND
 LW0129'ABOUT LEVEL WITH THE GROUND.
 LW0129
 LW0129                          STATION RECOVERY (1969)
 LW0129
 LW0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW0129'RECOVERED IN GOOD CONDITION.
 LW0129
 LW0129                          STATION RECOVERY (1975)
 LW0129
 LW0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LW0129'RECOVERED IN GOOD CONDITION.
 LW0129
 LW0129                          STATION RECOVERY (1986)
 LW0129
 LW0129'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1986
 LW0129'RECOVERED IN GOOD CONDITION.
 LW0129
 LW0129                          STATION RECOVERY (2005)
 LW0129
 LW0129'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAP)
 LW0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1157 ***********************************************************************
 LW1157  DESIGNATION -  Z 19
 LW1157  PID         -  LW1157
 LW1157  STATE/COUNTY-  RI/WASHINGTON
 LW1157  USGS QUAD   -  HOPE VALLEY (1975)
 LW1157
 LW1157                         *CURRENT SURVEY CONTROL
 LW1157  ___________________________________________________________________
 LW1157* NAD 83(1996)-  41 31 12.55158(N)    071 41 13.49522(W)     ADJUSTED  
 LW1157* NAVD 88     -        47.642  (meters)     156.31   (feet)  ADJUSTED  
 LW1157  ___________________________________________________________________
 LW1157  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LW1157  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LW1157  DYNAMIC HT  -          47.625 (meters)     156.25  (feet)  COMP
 LW1157  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LW1157
 LW1157  HORZ ORDER  -  SECOND
 LW1157  VERT ORDER  -  SECOND    CLASS 0
 LW1157
 LW1157.The horizontal coordinates were established by classical geodetic methods
 LW1157.and adjusted by the National Geodetic Survey in August 1998..
 LW1157
 LW1157.The orthometric height was determined by differential leveling
 LW1157.and adjusted by the National Geodetic Survey in June 1991..
 LW1157
 LW1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1157
 LW1157.The geoid height was determined by GEOID03.
 LW1157
 LW1157.The dynamic height is computed by dividing the NAVD 88
 LW1157.geopotential number by the normal gravity value computed on the
 LW1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1157.degrees latitude (g = 980.6199 gals.).
 LW1157
 LW1157.The modeled gravity was interpolated from observed gravity values.
 LW1157
 LW1157;                    North         East     Units Scale Factor Converg.
 LW1157;SPC RI       -    48,529.702    84,384.307   MT  0.99999675   -0 07 26.4
 LW1157;SPC RI       -   159,217.86    276,850.85   sFT  0.99999675   -0 07 26.4
 LW1157;UTM  19      - 4,599,988.155   275,788.127   MT  1.00021869   -1 46 55.1
 LW1157
 LW1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1157!SPC RI       -   0.99999728  x   0.99999675  =   0.99999403
 LW1157!UTM  19      -   0.99999728  x   1.00021869  =   1.00021597
 LW1157
 LW1157                          SUPERSEDED SURVEY CONTROL
 LW1157
 LW1157  NAD 83(1992)-  41 31 12.55029(N)    071 41 13.49444(W) AD(       ) 2
 LW1157  NAD 83(1986)-  41 31 12.54911(N)    071 41 13.49374(W) AD(       ) 2
 LW1157  NGVD 29 (??/??/92)   47.910  (m)          157.18   (f) ADJ UNCH    2 0
 LW1157
 LW1157.Superseded values are not recommended for survey control.
 LW1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1157.See file dsdata.txt to determine how the superseded data were derived.
 LW1157
 LW1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF7578899988(NAD 83)
 LW1157_MARKER: DB = BENCH MARK DISK
 LW1157_SETTING: 66 = SET IN ROCK OUTCROP
 LW1157_SP_SET: ROCK LEDGE
 LW1157_STAMPING: Z 19 1969
 LW1157_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1157+STABILITY: POSITION/ELEVATION WELL
 LW1157
 LW1157  HISTORY     - Date     Condition        Report By
 LW1157  HISTORY     - 1969     MONUMENTED       CGS
 LW1157  HISTORY     - 1984     GOOD             RIGS
 LW1157  HISTORY     - 1987     GOOD             USPSQD
 LW1157  HISTORY     - 1988     GOOD             USPSQD
 LW1157  HISTORY     - 19900524 GOOD             USPSQD
 LW1157  HISTORY     - 20020710 GOOD             USPS
 LW1157
 LW1157                          STATION DESCRIPTION
 LW1157
 LW1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1157'1.8 MI NE FROM HOPE VALLEY.
 LW1157'ABOUT 1.2 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 138 FROM
 LW1157'THE FIRST BAPTIST CHURCH AT HOPE VALLEY, THENCE 0.6 MILE
 LW1157'NORTHEAST ALONG INTERSTATE HIGHWAY 95, ON THE NORTHEAST SLOPE OF
 LW1157'A LONG HILL, ABOUT 45 YARDS SOUTHWEST OF THE NORTHEAST ONE OF
 LW1157'TWO SHORT ROCK CUTS, SET ON THE TOP AND NEAR THE SOUTHWEST END
 LW1157'OF A FLAT LEDGE OF ROCK WHICH IS ABOUT 25 FEET LONG AND 4 FEET
 LW1157'HIGH ON THE NORTHWEST SIDE, 67 FEET SOUTHEAST OF THE CENTER LINE
 LW1157'OF THE NORTHBOUND LANE OF THE INTERSTATE HIGHWAY, 1.5 FEET
 LW1157'NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK AND ABOUT LEVEL WITH
 LW1157'THE HIGHWAY.
 LW1157
 LW1157                          STATION RECOVERY (1984)
 LW1157
 LW1157'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984 (RJP)
 LW1157'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHEAST OF HOPE
 LW1157'VALLEY, 1.0 KM (0.6 MI) OF I-95 EXIT 3, AND IN THE RIGHT-OF-WAY ON
 LW1157'THE SOUTHEAST SIDE OF INTERSTATE HIGHWAY 95.
 LW1157'
 LW1157'TO REACH THE STATION FORM THE JUNCTION OF INTERSTATE 95 AND STATE
 LW1157'HIGHWAY 138 (EXIT 3), ABOUT 1.6 KM (1.0 MI) NORTHEAST OF HOPE
 LW1157'VALLEY, GO NORTHEAST ON I-95 FOR 1.0 KM (0.6 MI) TO THE TOP OF A
 LW1157'HILL AND THE STATION ON THE RIGHT.
 LW1157'
 LW1157'THE STATION IS A STANDARD NGS DISK
 LW1157'STAMPED---Z 19 1969---,
 LW1157'SET INTO A DRILL HOLE IN THE SOUTHWEST END OF A LARGE ROCK OUTCROP
 LW1157'LOCATED
 LW1157'51.8 METERS (170.0 FT) NORTHEAST FROM THE MILEPOST NUMBER 8,
 LW1157'20.6 METERS (67.7 FT) SOUTHEAST FROM THE CENTER OF THE NORTHBOUND
 LW1157'LANE OF I-95,
 LW1157'9.8 METERS (32.0 FT) NORTHEAST FROM THE MOST WESTERLY OF TWO METAL
 LW1157'POSTS FOR A HIGHWAY SIGN,
 LW1157'METERS (1.5 FT) NORTHEAST FROM THE SOUTHWEST END OF THE ROCK
 LW1157'OUTCROP.
 LW1157
 LW1157                          STATION RECOVERY (1987)
 LW1157
 LW1157'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1157'RECOVERED IN GOOD CONDITION.
 LW1157
 LW1157                          STATION RECOVERY (1988)
 LW1157
 LW1157'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1157'RECOVERED IN GOOD CONDITION.
 LW1157
 LW1157                          STATION RECOVERY (1990)
 LW1157
 LW1157'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1157'RECOVERED IN GOOD CONDITION.
 LW1157
 LW1157                          STATION RECOVERY (2002)
 LW1157
 LW1157'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0273 ***********************************************************************
 LW0273  DESIGNATION -  Z 2
 LW0273  PID         -  LW0273
 LW0273  STATE/COUNTY-  RI/NEWPORT
 LW0273  USGS QUAD   -  PRUDENCE ISLAND (1975)
 LW0273
 LW0273                         *CURRENT SURVEY CONTROL
 LW0273  ___________________________________________________________________
 LW0273* NAD 83(1986)-  41 30 24.     (N)    071 18 10.     (W)     SCALED    
 LW0273* NAVD 88     -        36.123  (meters)     118.51   (feet)  ADJUSTED  
 LW0273  ___________________________________________________________________
 LW0273  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW0273  DYNAMIC HT  -          36.111 (meters)     118.47  (feet)  COMP
 LW0273  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 LW0273
 LW0273  VERT ORDER  -  SECOND    CLASS 0
 LW0273
 LW0273.The horizontal coordinates were scaled from a topographic map and have
 LW0273.an estimated accuracy of +/- 6 seconds.
 LW0273
 LW0273.The orthometric height was determined by differential leveling
 LW0273.and adjusted by the National Geodetic Survey in June 1991..
 LW0273
 LW0273.The geoid height was determined by GEOID03.
 LW0273
 LW0273.The dynamic height is computed by dividing the NAVD 88
 LW0273.geopotential number by the normal gravity value computed on the
 LW0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0273.degrees latitude (g = 980.6199 gals.).
 LW0273
 LW0273.The modeled gravity was interpolated from observed gravity values.
 LW0273
 LW0273;                    North         East    Units  Estimated Accuracy
 LW0273;SPC RI       -    47,030.      116,470.      MT  (+/- 180 meters Scaled)
 LW0273
 LW0273                          SUPERSEDED SURVEY CONTROL
 LW0273
 LW0273  NGVD 29 (??/??/92)   36.392  (m)          119.40   (f) ADJ UNCH    2 0
 LW0273
 LW0273.Superseded values are not recommended for survey control.
 LW0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0273.See file dsdata.txt to determine how the superseded data were derived.
 LW0273
 LW0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF078975(NAD 83)
 LW0273_MARKER: DB = BENCH MARK DISK
 LW0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0273_SP_SET: CATCH BASIN
 LW0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0273
 LW0273  HISTORY     - Date     Condition        Report By
 LW0273  HISTORY     - UNK      MONUMENTED       CGS
 LW0273  HISTORY     - 1969     MARK NOT FOUND   NGS
 LW0273
 LW0273                          STATION DESCRIPTION
 LW0273
 LW0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW0273'AT NEWPORT.
 LW0273'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 LW0273'AT NEWPORT, NEWPORT COUNTY, AT THE INTERSECTION OF ADMIRAL
 LW0273'KALBFUS ROAD, 56 FEET NORTH OF THE CENTERLINE OF THE ROAD, 20
 LW0273'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 12.6 FEET NORTHEAST
 LW0273'OF THE NORTHEAST BRICK GATEPOST, AND IN THE NORTHEAST CORNER
 LW0273'OF A CATCH BASIN.  NOTE-- THE HIGHWAY HAS BEEN WIDENED IN THE AREA
 LW0273'AND MARK WAS PROBABLY DESTROYED OR BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1376 ***********************************************************************
 LW1376  DESIGNATION -  Z 20
 LW1376  PID         -  LW1376
 LW1376  STATE/COUNTY-  RI/KENT
 LW1376  USGS QUAD   -  CROMPTON (1995)
 LW1376
 LW1376                         *CURRENT SURVEY CONTROL
 LW1376  ___________________________________________________________________
 LW1376* NAD 83(1986)-  41 38 59.     (N)    071 35 33.     (W)     SCALED    
 LW1376* NAVD 88     -        95.962  (meters)     314.84   (feet)  ADJUSTED  
 LW1376  ___________________________________________________________________
 LW1376  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW1376  DYNAMIC HT  -          95.928 (meters)     314.72  (feet)  COMP
 LW1376  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 LW1376
 LW1376  VERT ORDER  -  SECOND    CLASS 0
 LW1376
 LW1376.The horizontal coordinates were scaled from a topographic map and have
 LW1376.an estimated accuracy of +/- 6 seconds.
 LW1376
 LW1376.The orthometric height was determined by differential leveling
 LW1376.and adjusted by the National Geodetic Survey in June 1991..
 LW1376
 LW1376.The geoid height was determined by GEOID03.
 LW1376
 LW1376.The dynamic height is computed by dividing the NAVD 88
 LW1376.geopotential number by the normal gravity value computed on the
 LW1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1376.degrees latitude (g = 980.6199 gals.).
 LW1376
 LW1376.The modeled gravity was interpolated from observed gravity values.
 LW1376
 LW1376;                    North         East    Units  Estimated Accuracy
 LW1376;SPC RI       -    62,910.       92,290.      MT  (+/- 180 meters Scaled)
 LW1376
 LW1376                          SUPERSEDED SURVEY CONTROL
 LW1376
 LW1376  NGVD 29 (??/??/92)   96.215  (m)          315.67   (f) ADJ UNCH    2 0
 LW1376
 LW1376.Superseded values are not recommended for survey control.
 LW1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1376.See file dsdata.txt to determine how the superseded data were derived.
 LW1376
 LW1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG841141(NAD 83)
 LW1376_MARKER: DB = BENCH MARK DISK
 LW1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1376_STAMPING: Z 20 1969
 LW1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1376+STABILITY: SURFACE MOTION
 LW1376
 LW1376  HISTORY     - Date     Condition        Report By
 LW1376  HISTORY     - 1969     MONUMENTED       CGS
 LW1376  HISTORY     - 1972     POOR             NGS
 LW1376  HISTORY     - 1987     GOOD             USPSQD
 LW1376
 LW1376                          STATION DESCRIPTION
 LW1376
 LW1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1376'5 MI W FROM WARWICK.
 LW1376'ABOUT 5.05 WEST ALONG INTERSTATE HIGHWAY 95 FROM THE OVERPASS
 LW1376'OVER STATE HIGHWAY 2 AT WARWICK, ABOUT 0.7 MILE EAST OF THE STATE
 LW1376'HIGHWAY 3 OVERPASS OVER I 95, NEAR THE JUNCTION OF AN OLD WOODS
 LW1376'ROAD LEADING NORTH, AT THE EAST END OF A LONG LOW CUT, 74.7 FEET
 LW1376'NORTH OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 30
 LW1376'FEET WEST OF THE CENTER LINE OF THE OLD ROAD, 1.8 FEET NORTHEAST
 LW1376'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 LW1376'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 LW1376'THE LEVEL OF THE GROUND.
 LW1376
 LW1376                          STATION RECOVERY (1972)
 LW1376
 LW1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LW1376'MARK RECOVERED IN POOR CONDITION.
 LW1376
 LW1376                          STATION RECOVERY (1987)
 LW1376
 LW1376'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1377 ***********************************************************************
 LW1377  DESIGNATION -  Z 20 RESET
 LW1377  PID         -  LW1377
 LW1377  STATE/COUNTY-  RI/KENT
 LW1377  USGS QUAD   -  CROMPTON (1995)
 LW1377
 LW1377                         *CURRENT SURVEY CONTROL
 LW1377  ___________________________________________________________________
 LW1377* NAD 83(1986)-  41 38 59.     (N)    071 35 33.     (W)     SCALED    
 LW1377* NAVD 88     -        97.580  (meters)     320.14   (feet)  ADJUSTED  
 LW1377  ___________________________________________________________________
 LW1377  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW1377  DYNAMIC HT  -          97.545 (meters)     320.03  (feet)  COMP
 LW1377  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 LW1377
 LW1377  VERT ORDER  -  SECOND    CLASS II
 LW1377
 LW1377.The horizontal coordinates were scaled from a topographic map and have
 LW1377.an estimated accuracy of +/- 6 seconds.
 LW1377
 LW1377.The orthometric height was determined by differential leveling
 LW1377.and adjusted by the National Geodetic Survey in June 1991..
 LW1377
 LW1377.The geoid height was determined by GEOID03.
 LW1377
 LW1377.The dynamic height is computed by dividing the NAVD 88
 LW1377.geopotential number by the normal gravity value computed on the
 LW1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1377.degrees latitude (g = 980.6199 gals.).
 LW1377
 LW1377.The modeled gravity was interpolated from observed gravity values.
 LW1377
 LW1377;                    North         East    Units  Estimated Accuracy
 LW1377;SPC RI       -    62,910.       92,290.      MT  (+/- 180 meters Scaled)
 LW1377
 LW1377                          SUPERSEDED SURVEY CONTROL
 LW1377
 LW1377.No superseded survey control is available for this station.
 LW1377
 LW1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG841141(NAD 83)
 LW1377_MARKER: DB = BENCH MARK DISK
 LW1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1377_SP_SET: CONCRETE POST
 LW1377_STAMPING: Z 20 RESET 1972
 LW1377_MARK LOGO: NGS   
 LW1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1377+STABILITY: SURFACE MOTION
 LW1377
 LW1377  HISTORY     - Date     Condition        Report By
 LW1377  HISTORY     - 1972     MONUMENTED       NGS
 LW1377  HISTORY     - 1984     GOOD             RIGS
 LW1377
 LW1377                          STATION DESCRIPTION
 LW1377
 LW1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LW1377'5 MI W FROM WARWICK.
 LW1377'5.0 MILES WEST ALONG INTERSTATE HIGHWAY 95 FROM THE OVERPASS
 LW1377'OVER STATE HIGHWAY 2 AT WARWICK, 156.5 FEET NORTH OF CENTER LINE
 LW1377'OF HIGHWAY 95 RIGHT-OF-WAY, IN TIMBERED AREA, AT SOUTHEAST SIDE
 LW1377'OF A 90-DEGREE TURN IN A MACADAM ACCESS ROAD, WHERE IT TURNS
 LW1377'FROM EAST TO NORTH, 49 FEET SOUTHEAST OF CENTERLINE OF THE ACCESS
 LW1377'ROAD, 6.5 FEET SOUTH OF RANGE OF CENTER LINE OF THE EAST-WEST
 LW1377'PART OF THE ROAD, 10 FEET WEST OF RANGE OF THE NORTH-SOUTH PART
 LW1377'OF THE ROAD, 1.2 FEET NORTH OF A METAL WITNESS POST, OPPOSITE
 LW1377'HIGHWAY 95 SURVEY STA. 1265 + 90, AND SET IN THE TOP OF A
 LW1377'10-INCH-DIAMETER, CONCRETE MONUMENT PROJECTING 2 INCHES FROM
 LW1377'GROUND.
 LW1377
 LW1377                          STATION RECOVERY (1984)
 LW1377
 LW1377'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1984
 LW1377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1429 ***********************************************************************
 LW1429  DESIGNATION -  Z 21
 LW1429  PID         -  LW1429
 LW1429  STATE/COUNTY-  RI/PROVIDENCE
 LW1429  USGS QUAD   -  NORTH SCITUATE (1975)
 LW1429
 LW1429                         *CURRENT SURVEY CONTROL
 LW1429  ___________________________________________________________________
 LW1429* NAD 83(1986)-  41 46 49.     (N)    071 30 01.     (W)     SCALED    
 LW1429* NAVD 88     -        79.368  (meters)     260.39   (feet)  ADJUSTED  
 LW1429  ___________________________________________________________________
 LW1429  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW1429  DYNAMIC HT  -          79.342 (meters)     260.31  (feet)  COMP
 LW1429  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 LW1429
 LW1429  VERT ORDER  -  SECOND    CLASS 0
 LW1429
 LW1429.The horizontal coordinates were scaled from a topographic map and have
 LW1429.an estimated accuracy of +/- 6 seconds.
 LW1429
 LW1429.The orthometric height was determined by differential leveling
 LW1429.and adjusted by the National Geodetic Survey in June 1991..
 LW1429
 LW1429.The geoid height was determined by GEOID03.
 LW1429
 LW1429.The dynamic height is computed by dividing the NAVD 88
 LW1429.geopotential number by the normal gravity value computed on the
 LW1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1429.degrees latitude (g = 980.6199 gals.).
 LW1429
 LW1429.The modeled gravity was interpolated from observed gravity values.
 LW1429
 LW1429;                    North         East    Units  Estimated Accuracy
 LW1429;SPC RI       -    77,400.       99,980.      MT  (+/- 180 meters Scaled)
 LW1429
 LW1429                          SUPERSEDED SURVEY CONTROL
 LW1429
 LW1429  NGVD 29 (??/??/92)   79.625  (m)          261.24   (f) ADJ UNCH    2 0
 LW1429
 LW1429.Superseded values are not recommended for survey control.
 LW1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1429.See file dsdata.txt to determine how the superseded data were derived.
 LW1429
 LW1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG922284(NAD 83)
 LW1429_MARKER: DB = BENCH MARK DISK
 LW1429_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LW1429_SP_SET: WINGWALL
 LW1429_STAMPING: Z 21 1969
 LW1429_MARK LOGO: CGS   
 LW1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1429+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2004
 LW1429
 LW1429  HISTORY     - Date     Condition        Report By
 LW1429  HISTORY     - 1969     MONUMENTED       CGS
 LW1429  HISTORY     - 1985     GOOD             RIGS
 LW1429  HISTORY     - 1987     GOOD             USPSQD
 LW1429  HISTORY     - 1989     GOOD             USPSQD
 LW1429  HISTORY     - 20041223 GOOD             USPSQD
 LW1429
 LW1429                          STATION DESCRIPTION
 LW1429
 LW1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1429'1.6 MI W FROM CRANSTON.
 LW1429'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 12 FROM THE
 LW1429'INTERSECTION OF STATE HIGHWAY 5 AT CRANSTON, ABOUT 2.0 MILES
 LW1429'NORTH ALONG STATE HIGHWAY 116 FROM THE JUNCTION OF STATE HIGHWAY
 LW1429'115 AT HOPE, THENCE 4.15 MILES EAST ALONG STATE HIGHWAY 12,
 LW1429'SET ON THE TOP OF THE WING WALL AT THE SOUTH CORNER OF THE
 LW1429'STATE HIGHWAY 12 OVERPASS OVER INTERSTATE HIGHWAY 295, 23 FEET
 LW1429'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 12 AND 1 FOOT
 LW1429'ABOVE THE LEVEL OF THE HIGHWAY.
 LW1429
 LW1429                          STATION RECOVERY (1985)
 LW1429
 LW1429'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1985
 LW1429'RECOVERED IN GOOD CONDITION.
 LW1429
 LW1429                          STATION RECOVERY (1987)
 LW1429
 LW1429'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LW1429'RECOVERED IN GOOD CONDITION.
 LW1429
 LW1429                          STATION RECOVERY (1989)
 LW1429
 LW1429'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1429'RECOVERED IN GOOD CONDITION.
 LW1429
 LW1429                          STATION RECOVERY (2004)
 LW1429
 LW1429'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAP)
 LW1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0680 ***********************************************************************
 LW0680  DESIGNATION -  Z 22
 LW0680  PID         -  LW0680
 LW0680  STATE/COUNTY-  RI/WASHINGTON
 LW0680  USGS QUAD   -  NARRAGANSETT PIER (1975)
 LW0680
 LW0680                         *CURRENT SURVEY CONTROL
 LW0680  ___________________________________________________________________
 LW0680* NAD 83(1986)-  41 28 09.     (N)    071 27 43.     (W)     SCALED    
 LW0680* NAVD 88     -        45.040  (meters)     147.77   (feet)  ADJUSTED  
 LW0680  ___________________________________________________________________
 LW0680  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW0680  DYNAMIC HT  -          45.024 (meters)     147.72  (feet)  COMP
 LW0680  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 LW0680
 LW0680  VERT ORDER  -  SECOND    CLASS 0
 LW0680
 LW0680.The horizontal coordinates were scaled from a topographic map and have
 LW0680.an estimated accuracy of +/- 6 seconds.
 LW0680
 LW0680.The orthometric height was determined by differential leveling
 LW0680.and adjusted by the National Geodetic Survey in June 1991..
 LW0680
 LW0680.The geoid height was determined by GEOID03.
 LW0680
 LW0680.The dynamic height is computed by dividing the NAVD 88
 LW0680.geopotential number by the normal gravity value computed on the
 LW0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0680.degrees latitude (g = 980.6199 gals.).
 LW0680
 LW0680.The modeled gravity was interpolated from observed gravity values.
 LW0680
 LW0680;                    North         East    Units  Estimated Accuracy
 LW0680;SPC RI       -    42,850.      103,180.      MT  (+/- 180 meters Scaled)
 LW0680
 LW0680                          SUPERSEDED SURVEY CONTROL
 LW0680
 LW0680  NGVD 29 (??/??/92)   45.317  (m)          148.68   (f) ADJ UNCH    2 0
 LW0680
 LW0680.Superseded values are not recommended for survey control.
 LW0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0680.See file dsdata.txt to determine how the superseded data were derived.
 LW0680
 LW0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF944937(NAD 83)
 LW0680_MARKER: DB = BENCH MARK DISK
 LW0680_SETTING: 66 = SET IN ROCK OUTCROP
 LW0680_SP_SET: ROCK LEDGE
 LW0680_STAMPING: Z 22 1969
 LW0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0680+STABILITY: POSITION/ELEVATION WELL
 LW0680
 LW0680  HISTORY     - Date     Condition        Report By
 LW0680  HISTORY     - 1969     MONUMENTED       CGS
 LW0680  HISTORY     - 1987     GOOD             USPSQD
 LW0680  HISTORY     - 1989     GOOD             USPSQD
 LW0680
 LW0680                          STATION DESCRIPTION
 LW0680
 LW0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0680'3.8 MI NE FROM WAKEFIELD.
 LW0680'3.8 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 LW0680'OVER POND STREET AT WAKEFIELD, 0.15 MILE NORTH OF THE TOWER HILL
 LW0680'CEMETERY AND THE JUNCTION OF TORRY ROAD LEADING EAST, SET IN THE
 LW0680'TOP OF A ROCK LEDGE WHICH IS 12 FEET LONG AND 7 FEET WIDE, 219
 LW0680'FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 LW0680'SOUTHEAST TO A RESIDENCE, 48 FEET SOUTHEAST OF THE CENTER LINE
 LW0680'OF THE NORTHBOUND LANE OF THE HIGHWAY, 25 FEET NORTHWEST OF THE
 LW0680'RIGHT-OF-WAY FENCE LINE, 2 FEET NORTH OF THE SOUTH END OF THE
 LW0680'ROCK AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0680
 LW0680                          STATION RECOVERY (1987)
 LW0680
 LW0680'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0680'RECOVERED IN GOOD CONDITION.
 LW0680
 LW0680                          STATION RECOVERY (1989)
 LW0680
 LW0680'RECOVERY NOTE BY US POWER SQUADRON 1989 (AFA)
 LW0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0347 ***********************************************************************
 LW0347  DESIGNATION -  Z 23
 LW0347  PID         -  LW0347
 LW0347  STATE/COUNTY-  RI/KENT
 LW0347  USGS QUAD   -  EAST GREENWICH (1975)
 LW0347
 LW0347                         *CURRENT SURVEY CONTROL
 LW0347  ___________________________________________________________________
 LW0347* NAD 83(1986)-  41 44 44.     (N)    071 26 36.     (W)     SCALED    
 LW0347* NAVD 88     -        10.560  (meters)      34.65   (feet)  ADJUSTED  
 LW0347  ___________________________________________________________________
 LW0347  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW0347  DYNAMIC HT  -          10.556 (meters)      34.63  (feet)  COMP
 LW0347  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 LW0347
 LW0347  VERT ORDER  -  SECOND    CLASS 0
 LW0347
 LW0347.The horizontal coordinates were scaled from a topographic map and have
 LW0347.an estimated accuracy of +/- 6 seconds.
 LW0347
 LW0347.The orthometric height was determined by differential leveling
 LW0347.and adjusted by the National Geodetic Survey in June 1991..
 LW0347
 LW0347.The geoid height was determined by GEOID03.
 LW0347
 LW0347.The dynamic height is computed by dividing the NAVD 88
 LW0347.geopotential number by the normal gravity value computed on the
 LW0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0347.degrees latitude (g = 980.6199 gals.).
 LW0347
 LW0347.The modeled gravity was interpolated from observed gravity values.
 LW0347
 LW0347;                    North         East    Units  Estimated Accuracy
 LW0347;SPC RI       -    73,550.      104,710.      MT  (+/- 180 meters Scaled)
 LW0347
 LW0347                          SUPERSEDED SURVEY CONTROL
 LW0347
 LW0347  NGVD 29 (??/??/92)   10.813  (m)           35.48   (f) ADJ UNCH    2 0
 LW0347
 LW0347.Superseded values are not recommended for survey control.
 LW0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0347.See file dsdata.txt to determine how the superseded data were derived.
 LW0347
 LW0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG968244(NAD 83)
 LW0347_MARKER: DB = BENCH MARK DISK
 LW0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0347_SP_SET: EXIT SIGN BASE
 LW0347_STAMPING: Z 23 1969
 LW0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0347
 LW0347  HISTORY     - Date     Condition        Report By
 LW0347  HISTORY     - 1969     MONUMENTED       CGS
 LW0347  HISTORY     - 1974     GOOD             NGS
 LW0347
 LW0347                          STATION DESCRIPTION
 LW0347
 LW0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0347'5.9 MI SW FROM PROVIDENCE.
 LW0347'ABOUT 5.9 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 95 FROM THE
 LW0347'JUNCTION OF INTERSTATE HIGHWAY 195 AT PROVIDENCE, ALONG THE
 LW0347'NORTHBOUND LANE OF THE HIGHWAY, NEAR EXIT 14E, SET ON THE TOP
 LW0347'AND IN THE CENTER OF THE SOUTHWEST END OF A CONCRETE BASE
 LW0347'SUPPORTING AN EXIT SIGN, 69 FEET SOUTHEAST AND ACROSS EXIT 14E
 LW0347'FROM THE CENTER LINE OF THE SERVICE ROAD, 5.5 FEET SOUTHEAST OF
 LW0347'THE SOUTHEAST CURB OF THE EXIT ROAD AND 2 FEET ABOVE THE LEVEL
 LW0347'OF THE HIGHWAY.
 LW0347
 LW0347                          STATION RECOVERY (1974)
 LW0347
 LW0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LW0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0556 ***********************************************************************
 LW0556  DESIGNATION -  Z 24
 LW0556  PID         -  LW0556
 LW0556  STATE/COUNTY-  RI/BRISTOL
 LW0556  USGS QUAD   -  BRISTOL (1975)
 LW0556
 LW0556                         *CURRENT SURVEY CONTROL
 LW0556  ___________________________________________________________________
 LW0556* NAD 83(1986)-  41 43 45.     (N)    071 15 53.     (W)     SCALED    
 LW0556* NAVD 88     -         5.697  (meters)      18.69   (feet)  ADJUSTED  
 LW0556  ___________________________________________________________________
 LW0556  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW0556  DYNAMIC HT  -           5.695 (meters)      18.68  (feet)  COMP
 LW0556  MODELED GRAV-     980,309.5   (mgal)                       NAVD 88
 LW0556
 LW0556  VERT ORDER  -  SECOND    CLASS 0
 LW0556
 LW0556.The horizontal coordinates were scaled from a topographic map and have
 LW0556.an estimated accuracy of +/- 6 seconds.
 LW0556
 LW0556.The orthometric height was determined by differential leveling
 LW0556.and adjusted by the National Geodetic Survey in June 1991..
 LW0556
 LW0556.The geoid height was determined by GEOID03.
 LW0556
 LW0556.The dynamic height is computed by dividing the NAVD 88
 LW0556.geopotential number by the normal gravity value computed on the
 LW0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0556.degrees latitude (g = 980.6199 gals.).
 LW0556
 LW0556.The modeled gravity was interpolated from observed gravity values.
 LW0556
 LW0556;                    North         East    Units  Estimated Accuracy
 LW0556;SPC RI       -    71,750.      119,580.      MT  (+/- 180 meters Scaled)
 LW0556
 LW0556                          SUPERSEDED SURVEY CONTROL
 LW0556
 LW0556  NGVD 29 (??/??/92)    5.953  (m)           19.53   (f) ADJ UNCH    2 0
 LW0556
 LW0556.Superseded values are not recommended for survey control.
 LW0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0556.See file dsdata.txt to determine how the superseded data were derived.
 LW0556
 LW0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG116221(NAD 83)
 LW0556_MARKER: DB = BENCH MARK DISK
 LW0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0556_SP_SET: RETAINING WALL
 LW0556_STAMPING: Z 24 1969
 LW0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0556
 LW0556  HISTORY     - Date     Condition        Report By
 LW0556  HISTORY     - 1969     MONUMENTED       CGS
 LW0556
 LW0556                          STATION DESCRIPTION
 LW0556
 LW0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0556'0.9 MI E FROM WARREN.
 LW0556'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 103 FROM THE JUNCTION OF
 LW0556'STATE HIGHWAY 114 AT WARREN, AT THE BRISTOL COUNTY WATERWORKS,
 LW0556'AT THE SOUTHWEST CORNER OF THE PUMPING STATION (A BRICK BUILDING),
 LW0556'SET ON THE TOP AND AT THE NORTH END OF A CONCRETE RETAINING WALL
 LW0556'ON THE EAST SIDE OF A RAMP, 71 FEET NORTH OF THE NORTH CURB
 LW0556'OF STATE HIGHWAY 103 (CHILD STREET), 7 FEET EAST OF THE CENTER
 LW0556'LINE OF THE RAMP, 2 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LW0556'OF THE PUMPING STATION BUILDING AND 3 FEET ABOVE THE LEVEL OF
 LW0556'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1293 ***********************************************************************
 LW1293  DESIGNATION -  Z 25
 LW1293  PID         -  LW1293
 LW1293  STATE/COUNTY-  RI/PROVIDENCE
 LW1293  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1293
 LW1293                         *CURRENT SURVEY CONTROL
 LW1293  ___________________________________________________________________
 LW1293* NAD 83(1986)-  41 48 23.     (N)    071 46 01.     (W)     SCALED    
 LW1293* NAVD 88     -       202.270  (meters)     663.61   (feet)  ADJUSTED  
 LW1293  ___________________________________________________________________
 LW1293  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW1293  DYNAMIC HT  -         202.197 (meters)     663.37  (feet)  COMP
 LW1293  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 LW1293
 LW1293  VERT ORDER  -  SECOND    CLASS 0
 LW1293
 LW1293.The horizontal coordinates were scaled from a topographic map and have
 LW1293.an estimated accuracy of +/- 6 seconds.
 LW1293
 LW1293.The orthometric height was determined by differential leveling
 LW1293.and adjusted by the National Geodetic Survey in June 1991..
 LW1293
 LW1293.The geoid height was determined by GEOID03.
 LW1293
 LW1293.The dynamic height is computed by dividing the NAVD 88
 LW1293.geopotential number by the normal gravity value computed on the
 LW1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1293.degrees latitude (g = 980.6199 gals.).
 LW1293
 LW1293.The modeled gravity was interpolated from observed gravity values.
 LW1293
 LW1293;                    North         East    Units  Estimated Accuracy
 LW1293;SPC RI       -    80,340.       77,820.      MT  (+/- 180 meters Scaled)
 LW1293
 LW1293                          SUPERSEDED SURVEY CONTROL
 LW1293
 LW1293  NGVD 29 (??/??/92)  202.509  (m)          664.40   (f) ADJ UNCH    2 0
 LW1293
 LW1293.Superseded values are not recommended for survey control.
 LW1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1293.See file dsdata.txt to determine how the superseded data were derived.
 LW1293
 LW1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG701319(NAD 83)
 LW1293_MARKER: DB = BENCH MARK DISK
 LW1293_SETTING: 80 = SET IN A BOULDER
 LW1293_SP_SET: BOULDER
 LW1293_STAMPING: Z 25 1969
 LW1293_MARK LOGO: CGS   
 LW1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1293+STABILITY: SURFACE MOTION
 LW1293
 LW1293  HISTORY     - Date     Condition        Report By
 LW1293  HISTORY     - 1969     MONUMENTED       CGS
 LW1293  HISTORY     - 1988     GOOD             USPSQD
 LW1293  HISTORY     - 19890315 GOOD             RIGS
 LW1293
 LW1293                          STATION DESCRIPTION
 LW1293
 LW1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1293'1.8 MI W FROM SIMMONS CORNER.
 LW1293'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1293'OF STATE HIGHWAY 94, ABOUT 100 YARDS SOUTHEAST OF AND ACROSS
 LW1293'THE HIGHWAY FROM THE SHADY ACRES RESTAURANT, IN AN OPEN FIELD,
 LW1293'SET IN THE TOP OF A ROCK WHICH IS 9 FEET LONG-2 FEET WIDE
 LW1293'AND 1/2 FOOT HIGH, 207 FEET EAST OF THE CENTER OF THE JUNCTION
 LW1293'OF A BLACK TOP DRIVEWAY LEADING SOUTH TO A ONE STORY FRAME
 LW1293'HOUSE, 37 1/2 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 LW1293'LANE OF THE HIGHWAY, 34 FEET SOUTHWEST OF POWER LINE POLE 163,
 LW1293'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LW1293
 LW1293                          STATION RECOVERY (1988)
 LW1293
 LW1293'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1293'RECOVERED IN GOOD CONDITION.
 LW1293
 LW1293                          STATION RECOVERY (1989)
 LW1293
 LW1293'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1215 ***********************************************************************
 LW1215  DESIGNATION -  Z 26
 LW1215  PID         -  LW1215
 LW1215  STATE/COUNTY-  RI/PROVIDENCE
 LW1215  USGS QUAD   -  GEORGIAVILLE (1975)
 LW1215
 LW1215                         *CURRENT SURVEY CONTROL
 LW1215  ___________________________________________________________________
 LW1215* NAD 83(1986)-  41 59 33.     (N)    071 33 19.     (W)     SCALED    
 LW1215* NAVD 88     -        74.287  (meters)     243.72   (feet)  ADJUSTED  
 LW1215  ___________________________________________________________________
 LW1215  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LW1215  DYNAMIC HT  -          74.262 (meters)     243.64  (feet)  COMP
 LW1215  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 LW1215
 LW1215  VERT ORDER  -  SECOND    CLASS 0
 LW1215
 LW1215.The horizontal coordinates were scaled from a topographic map and have
 LW1215.an estimated accuracy of +/- 6 seconds.
 LW1215
 LW1215.The orthometric height was determined by differential leveling
 LW1215.and adjusted by the National Geodetic Survey in June 1991..
 LW1215
 LW1215.The geoid height was determined by GEOID03.
 LW1215
 LW1215.The dynamic height is computed by dividing the NAVD 88
 LW1215.geopotential number by the normal gravity value computed on the
 LW1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1215.degrees latitude (g = 980.6199 gals.).
 LW1215
 LW1215.The modeled gravity was interpolated from observed gravity values.
 LW1215
 LW1215;                    North         East    Units  Estimated Accuracy
 LW1215;SPC RI       -   100,980.       95,420.      MT  (+/- 180 meters Scaled)
 LW1215
 LW1215                          SUPERSEDED SURVEY CONTROL
 LW1215
 LW1215  NGVD 29 (??/??/92)   74.525  (m)          244.50   (f) ADJ UNCH    2 0
 LW1215
 LW1215.Superseded values are not recommended for survey control.
 LW1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1215.See file dsdata.txt to determine how the superseded data were derived.
 LW1215
 LW1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG883521(NAD 83)
 LW1215_MARKER: DB = BENCH MARK DISK
 LW1215_SETTING: 66 = SET IN ROCK OUTCROP
 LW1215_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 LW1215_STAMPING: Z 26 1969
 LW1215_MARK LOGO: CGS   
 LW1215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1215+STABILITY: POSITION/ELEVATION WELL
 LW1215
 LW1215  HISTORY     - Date     Condition        Report By
 LW1215  HISTORY     - 1969     MONUMENTED       CGS
 LW1215  HISTORY     - 19870601 GOOD             RIGS
 LW1215  HISTORY     - 1988     GOOD             USPSQD
 LW1215  HISTORY     - 19900825 GOOD             USPSQD
 LW1215
 LW1215                          STATION DESCRIPTION
 LW1215
 LW1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW1215'2.2 MI SE FROM SLATERSVILLE.
 LW1215'ABOUT 2.15 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE
 LW1215'CENTRAL STREET OVERPASS OVER THE HIGHWAY AT SLATERSVILLE, ABOUT
 LW1215'0.2 MILE SOUTH OF THE PENN CENTRAL RAILROAD OVERPASS OVER THE
 LW1215'HIGHWAY, SET ON THE TOP OF A SLOPING ROCK LEDGE WHICH IS ABOUT
 LW1215'3 FEET LONG, 1 FOOT WIDE, 1 FOOT HIGH AND NEAR THE NORTH END OF
 LW1215'A ROCK CUT WHICH IS ABOUT 100 YARDS LONG AND 25 FEET HIGH, 30
 LW1215'FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 LW1215'HIGHWAY, ABOUT 0.3 MILE NORTH OF THE HIGHWAY OVERPASS OVER
 LW1215'POUND HILL ROAD, 22 FEET SOUTH OF THE NORTH END OF THE ROCK CUT
 LW1215'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW1215
 LW1215                          STATION RECOVERY (1987)
 LW1215
 LW1215'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1215'RECOVERED IN GOOD CONDITION.
 LW1215
 LW1215                          STATION RECOVERY (1988)
 LW1215
 LW1215'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1215'RECOVERED IN GOOD CONDITION.
 LW1215
 LW1215                          STATION RECOVERY (1990)
 LW1215
 LW1215'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0696 ***********************************************************************
 LW0696  DESIGNATION -  Z 28
 LW0696  PID         -  LW0696
 LW0696  STATE/COUNTY-  RI/NEWPORT
 LW0696  USGS QUAD   -  NEWPORT (1975)
 LW0696
 LW0696                         *CURRENT SURVEY CONTROL
 LW0696  ___________________________________________________________________
 LW0696* NAD 83(1986)-  41 28 10.     (N)    071 20 01.     (W)     SCALED    
 LW0696* NAVD 88     -        15.601  (meters)      51.18   (feet)  ADJUSTED  
 LW0696  ___________________________________________________________________
 LW0696  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW0696  DYNAMIC HT  -          15.596 (meters)      51.17  (feet)  COMP
 LW0696  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 LW0696
 LW0696  VERT ORDER  -  SECOND    CLASS 0
 LW0696
 LW0696.The horizontal coordinates were scaled from a topographic map and have
 LW0696.an estimated accuracy of +/- 6 seconds.
 LW0696
 LW0696.The orthometric height was determined by differential leveling
 LW0696.and adjusted by the National Geodetic Survey in June 1991..
 LW0696
 LW0696.The geoid height was determined by GEOID03.
 LW0696
 LW0696.The dynamic height is computed by dividing the NAVD 88
 LW0696.geopotential number by the normal gravity value computed on the
 LW0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0696.degrees latitude (g = 980.6199 gals.).
 LW0696
 LW0696.The modeled gravity was interpolated from observed gravity values.
 LW0696
 LW0696;                    North         East    Units  Estimated Accuracy
 LW0696;SPC RI       -    42,890.      113,900.      MT  (+/- 180 meters Scaled)
 LW0696
 LW0696                          SUPERSEDED SURVEY CONTROL
 LW0696
 LW0696  NGVD 29 (??/??/92)   15.874  (m)           52.08   (f) ADJ UNCH    2 0
 LW0696
 LW0696.Superseded values are not recommended for survey control.
 LW0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0696.See file dsdata.txt to determine how the superseded data were derived.
 LW0696
 LW0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCF051935(NAD 83)
 LW0696_MARKER: DB = BENCH MARK DISK
 LW0696_SETTING: 66 = SET IN ROCK OUTCROP
 LW0696_SP_SET: ROCK OUTCROP
 LW0696_STAMPING: Z 28 1969
 LW0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0696+STABILITY: POSITION/ELEVATION WELL
 LW0696
 LW0696  HISTORY     - Date     Condition        Report By
 LW0696  HISTORY     - 1969     MONUMENTED       CGS
 LW0696  HISTORY     - 1987     GOOD             USPSQD
 LW0696  HISTORY     - 20051027 MARK NOT FOUND   USPSQD
 LW0696
 LW0696                          STATION DESCRIPTION
 LW0696
 LW0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0696'2 MI SW FROM NEWPORT.
 LW0696'0.95 MILE SOUTH ALONG THAMES STREET FROM THE MAIN POST OFFICE
 LW0696'AT NEWPORT, THENCE 1.05 MILES WEST ALONG HARRISON AVENUE, 0.4
 LW0696'MILE EAST OF THE GATE AT ENTRANCE TO FORT ADAMS, 0.55 MILE WEST
 LW0696'OF THE JUNCTION OF HALIDON AVENUE LEADING NORTH, SET ON THE TOP
 LW0696'OF A ROCK OUTCROP, ON THE TOP OF A 100 FOOT LONG ROCK CUT, 26
 LW0696'FEET SOUTH OF THE CENTER LINE OF HARRISON AVENUE, 60 FEET EAST
 LW0696'OF THE WEST END OF THE CUT, 40 FEET WEST OF THE EAST END OF THE
 LW0696'CUT AND 3 1/2 FEET ABOVE THE LEVEL OF THE AVENUE.  NOTE-- MARK
 LW0696'MAY BE REACHED BY GOING 0.55 MILE SOUTH ALONG THAMES STREET
 LW0696'FROM THE MAIN POST OFFICE AT NEWPORT, THENCE 0.6 MILE WEST ALONG
 LW0696'WELLINGTON AVENUE, THENCE 0.25 MILE SOUTH ALONG HALODON AVENUE,
 LW0696'THENCE 0.55 MILE WEST ALONG HARRISON AVENUE.
 LW0696
 LW0696                          STATION RECOVERY (1987)
 LW0696
 LW0696'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFA)
 LW0696'RECOVERED IN GOOD CONDITION.
 LW0696
 LW0696                          STATION RECOVERY (2005)
 LW0696
 LW0696'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 LW0696'NOT FOUND, THERE IS NO 100 FOOT LONG CUT IN A ROCK OUTCROP WITHIN 26
 LW0696'FEET OF HARRISON AVE IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0386 ***********************************************************************
 LW0386  DESIGNATION -  Z 30
 LW0386  PID         -  LW0386
 LW0386  STATE/COUNTY-  RI/PROVIDENCE
 LW0386  USGS QUAD   -  PAWTUCKET (1975)
 LW0386
 LW0386                         *CURRENT SURVEY CONTROL
 LW0386  ___________________________________________________________________
 LW0386* NAD 83(1986)-  41 54 44.     (N)    071 27 09.     (W)     SCALED    
 LW0386* NAVD 88     -        83.627  (meters)     274.37   (feet)  ADJUSTED  
 LW0386  ___________________________________________________________________
 LW0386  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LW0386  DYNAMIC HT  -          83.602 (meters)     274.28  (feet)  COMP
 LW0386  MODELED GRAV-     980,317.8   (mgal)                       NAVD 88
 LW0386
 LW0386  VERT ORDER  -  SECOND    CLASS 0
 LW0386
 LW0386.The horizontal coordinates were scaled from a topographic map and have
 LW0386.an estimated accuracy of +/- 6 seconds.
 LW0386
 LW0386.The orthometric height was determined by differential leveling
 LW0386.and adjusted by the National Geodetic Survey in June 1991..
 LW0386
 LW0386.The geoid height was determined by GEOID03.
 LW0386
 LW0386.The dynamic height is computed by dividing the NAVD 88
 LW0386.geopotential number by the normal gravity value computed on the
 LW0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0386.degrees latitude (g = 980.6199 gals.).
 LW0386
 LW0386.The modeled gravity was interpolated from observed gravity values.
 LW0386
 LW0386;                    North         East    Units  Estimated Accuracy
 LW0386;SPC RI       -    92,060.      103,940.      MT  (+/- 180 meters Scaled)
 LW0386
 LW0386                          SUPERSEDED SURVEY CONTROL
 LW0386
 LW0386  NGVD 29 (??/??/92)   83.868  (m)          275.16   (f) ADJ UNCH    2 0
 LW0386
 LW0386.Superseded values are not recommended for survey control.
 LW0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0386.See file dsdata.txt to determine how the superseded data were derived.
 LW0386
 LW0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG966429(NAD 83)
 LW0386_MARKER: DB = BENCH MARK DISK
 LW0386_SETTING: 66 = SET IN ROCK OUTCROP
 LW0386_SP_SET: ROCK LEDGE
 LW0386_STAMPING: Z 30 1969
 LW0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0386+STABILITY: POSITION/ELEVATION WELL
 LW0386
 LW0386  HISTORY     - Date     Condition        Report By
 LW0386  HISTORY     - 1969     MONUMENTED       CGS
 LW0386
 LW0386                          STATION DESCRIPTION
 LW0386
 LW0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0386'5.8 MI N FROM PROVIDENCE.
 LW0386'ABOUT 5.8 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY 146
 LW0386'FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET AT
 LW0386'PROVIDENCE, ABOUT 0.7 MILE NORTH OF THE STATE HIGHWAY 123 OVERPASS,
 LW0386'SET IN THE TOP OF A TRIANGULAR SHAPED ROCK LEDGE WHICH IS 10
 LW0386'FEET LONG AND 1 1/2 FEET HIGH AT THE EAST CORNER, NEAR THE SOUTH
 LW0386'END OF A ROCK CUT, 30 FEET WEST OF THE CENTER LINE OF THE
 LW0386'SOUTHBOUND LANE OF THE HIGHWAY, 9 FEET NORTHWEST OF THE EAST
 LW0386'CORNER OF THE LEDGE AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0393 ***********************************************************************
 LW0393  DESIGNATION -  Z 31
 LW0393  PID         -  LW0393
 LW0393  STATE/COUNTY-  RI/PROVIDENCE
 LW0393  USGS QUAD   -  PAWTUCKET (1975)
 LW0393
 LW0393                         *CURRENT SURVEY CONTROL
 LW0393  ___________________________________________________________________
 LW0393* NAD 83(1986)-  41 57 48.     (N)    071 29 52.     (W)     SCALED    
 LW0393* NAVD 88     -       101.698  (meters)     333.65   (feet)  ADJUSTED  
 LW0393  ___________________________________________________________________
 LW0393  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW0393  DYNAMIC HT  -         101.667 (meters)     333.55  (feet)  COMP
 LW0393  MODELED GRAV-     980,308.1   (mgal)                       NAVD 88
 LW0393
 LW0393  VERT ORDER  -  SECOND    CLASS 0
 LW0393
 LW0393.The horizontal coordinates were scaled from a topographic map and have
 LW0393.an estimated accuracy of +/- 6 seconds.
 LW0393
 LW0393.The orthometric height was determined by differential leveling
 LW0393.and adjusted by the National Geodetic Survey in June 1991..
 LW0393
 LW0393.The geoid height was determined by GEOID03.
 LW0393
 LW0393.The dynamic height is computed by dividing the NAVD 88
 LW0393.geopotential number by the normal gravity value computed on the
 LW0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0393.degrees latitude (g = 980.6199 gals.).
 LW0393
 LW0393.The modeled gravity was interpolated from observed gravity values.
 LW0393
 LW0393;                    North         East    Units  Estimated Accuracy
 LW0393;SPC RI       -    97,740.      100,180.      MT  (+/- 180 meters Scaled)
 LW0393
 LW0393                          SUPERSEDED SURVEY CONTROL
 LW0393
 LW0393  NGVD 29 (??/??/92)  101.936  (m)          334.44   (f) ADJ UNCH    2 0
 LW0393
 LW0393.Superseded values are not recommended for survey control.
 LW0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0393.See file dsdata.txt to determine how the superseded data were derived.
 LW0393
 LW0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG930487(NAD 83)
 LW0393_MARKER: DB = BENCH MARK DISK
 LW0393_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0393_SP_SET: UNSPECIFIED ROCK
 LW0393_STAMPING: Z 31 1969
 LW0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0393
 LW0393  HISTORY     - Date     Condition        Report By
 LW0393  HISTORY     - 1969     MONUMENTED       CGS
 LW0393
 LW0393                          STATION DESCRIPTION
 LW0393
 LW0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0393'10 MI N FROM PROVIDENCE.
 LW0393'ABOUT 10.0 MILES NORTH ALONG CHARLES STREET AND STATE HIGHWAY
 LW0393'146 FROM THE INTERSTATE HIGHWAY 95 OVERPASS OVER CHARLES STREET
 LW0393'AT PROVIDENCE, ABOUT 0.5 MILE SOUTHEAST OF THE JUNCTION OF THE
 LW0393'NORTHBOUND LANE OF STATE HIGHWAY 146A, SET IN THE TOP OF A SLOPING
 LW0393'ROCK WHICH IS ABOUT 7 FEET LONG-3 FEET WIDE AND SLOPES WITH
 LW0393'THE BANK OF A 6 FOOT HIGH CUT, 37.8 FEET SOUTHWEST OF THE CENTER
 LW0393'LINE OF THE HIGHWAY, 67 FEET NORTHWEST OF THE CENTER LINE OF A
 LW0393'DRIVEWAY LEADING SOUTHWEST TO A TWO-STORIED RESIDENCE, AND ABOUT
 LW0393'4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0404 ***********************************************************************
 LW0404  DESIGNATION -  Z 32
 LW0404  PID         -  LW0404
 LW0404  STATE/COUNTY-  RI/PROVIDENCE
 LW0404  USGS QUAD   -  PROVIDENCE (1975)
 LW0404
 LW0404                         *CURRENT SURVEY CONTROL
 LW0404  ___________________________________________________________________
 LW0404* NAD 83(1986)-  41 47 24.     (N)    071 28 20.     (W)     SCALED    
 LW0404* NAVD 88     -        27.763  (meters)      91.09   (feet)  ADJUSTED  
 LW0404  ___________________________________________________________________
 LW0404  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW0404  DYNAMIC HT  -          27.754 (meters)      91.06  (feet)  COMP
 LW0404  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 LW0404
 LW0404  VERT ORDER  -  SECOND    CLASS 0
 LW0404
 LW0404.The horizontal coordinates were scaled from a topographic map and have
 LW0404.an estimated accuracy of +/- 6 seconds.
 LW0404
 LW0404.The orthometric height was determined by differential leveling
 LW0404.and adjusted by the National Geodetic Survey in June 1991..
 LW0404
 LW0404.The geoid height was determined by GEOID03.
 LW0404
 LW0404.The dynamic height is computed by dividing the NAVD 88
 LW0404.geopotential number by the normal gravity value computed on the
 LW0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0404.degrees latitude (g = 980.6199 gals.).
 LW0404
 LW0404.The modeled gravity was interpolated from observed gravity values.
 LW0404
 LW0404;                    North         East    Units  Estimated Accuracy
 LW0404;SPC RI       -    78,480.      102,310.      MT  (+/- 180 meters Scaled)
 LW0404
 LW0404                          SUPERSEDED SURVEY CONTROL
 LW0404
 LW0404  NGVD 29 (??/??/92)   28.017  (m)           91.92   (f) ADJ UNCH    2 0
 LW0404
 LW0404.Superseded values are not recommended for survey control.
 LW0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0404.See file dsdata.txt to determine how the superseded data were derived.
 LW0404
 LW0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG945294(NAD 83)
 LW0404_MARKER: DB = BENCH MARK DISK
 LW0404_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0404_SP_SET: UNSPECIFIED ROCK
 LW0404_STAMPING: Z 32 1969
 LW0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0404
 LW0404  HISTORY     - Date     Condition        Report By
 LW0404  HISTORY     - 1969     MONUMENTED       CGS
 LW0404
 LW0404                          STATION DESCRIPTION
 LW0404
 LW0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0404'0.6 MI N FROM CRANSTON.
 LW0404'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION
 LW0404'OF STATE HIGHWAY 12 AT CRANSTON, AT THE INSIDE AND NEAR THE
 LW0404'SOUTH END OF A LONG CURVE, 98 FEET NORTH OF THE NORTHEAST CORNER
 LW0404'OF THE STONE WALL AROUND THE LAWN FOR A RESIDENCE AT NUMBER
 LW0404'524, ACROSS THE HIGHWAY FROM THE EXTENDED SOUTH WALL OF A
 LW0404'BUILDING, SET ON THE TOP OF A ROCK WHICH IS 1 1/2 FEET LONG-1 FOOT
 LW0404'WIDE AND IS AT THE WEST EDGE OF A SIDEWALK, 5.9 FEET WEST OF THE
 LW0404'WEST CURB LINE OF THE HIGHWAY AND 0.2 FOOT ABOVE THE LEVEL OF
 LW0404'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW0429 ***********************************************************************
 LW0429  DESIGNATION -  Z 33
 LW0429  PID         -  LW0429
 LW0429  STATE/COUNTY-  RI/PROVIDENCE
 LW0429  USGS QUAD   -  PROVIDENCE (1975)
 LW0429
 LW0429                         *CURRENT SURVEY CONTROL
 LW0429  ___________________________________________________________________
 LW0429* NAD 83(1986)-  41 50 20.     (N)    071 26 14.     (W)     SCALED    
 LW0429* NAVD 88     -        39.300  (meters)     128.94   (feet)  ADJUSTED  
 LW0429  ___________________________________________________________________
 LW0429  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW0429  DYNAMIC HT  -          39.288 (meters)     128.90  (feet)  COMP
 LW0429  MODELED GRAV-     980,315.3   (mgal)                       NAVD 88
 LW0429
 LW0429  VERT ORDER  -  SECOND    CLASS 0
 LW0429
 LW0429.The horizontal coordinates were scaled from a topographic map and have
 LW0429.an estimated accuracy of +/- 6 seconds.
 LW0429
 LW0429.The orthometric height was determined by differential leveling
 LW0429.and adjusted by the National Geodetic Survey in June 1991..
 LW0429
 LW0429.The geoid height was determined by GEOID03.
 LW0429
 LW0429.The dynamic height is computed by dividing the NAVD 88
 LW0429.geopotential number by the normal gravity value computed on the
 LW0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0429.degrees latitude (g = 980.6199 gals.).
 LW0429
 LW0429.The modeled gravity was interpolated from observed gravity values.
 LW0429
 LW0429;                    North         East    Units  Estimated Accuracy
 LW0429;SPC RI       -    83,920.      105,210.      MT  (+/- 180 meters Scaled)
 LW0429
 LW0429                          SUPERSEDED SURVEY CONTROL
 LW0429
 LW0429  NGVD 29 (??/??/92)   39.546  (m)          129.74   (f) ADJ UNCH    2 0
 LW0429
 LW0429.Superseded values are not recommended for survey control.
 LW0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0429.See file dsdata.txt to determine how the superseded data were derived.
 LW0429
 LW0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG976347(NAD 83)
 LW0429_MARKER: DB = BENCH MARK DISK
 LW0429_SETTING: 80 = SET IN A BOULDER
 LW0429_SP_SET: BOULDER
 LW0429_STAMPING: Z 33 1969
 LW0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0429+STABILITY: SURFACE MOTION
 LW0429
 LW0429  HISTORY     - Date     Condition        Report By
 LW0429  HISTORY     - 1969     MONUMENTED       CGS
 LW0429
 LW0429                          STATION DESCRIPTION
 LW0429
 LW0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LW0429'AT PROVIDENCE.
 LW0429'AT PROVIDENCE, ABOUT 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 44
 LW0429'(SMITH STREET) FROM THE LA SALLE ACADEMY, 125 FEET SOUTHEAST
 LW0429'OF THE CENTER OF THE JUNCTION OF ELMHURST AVENUE, IN THE SOUTH
 LW0429'CORNER OF THE JUNCTION OF THE WEST LEG OF A CIRCULAR DRIVE
 LW0429'THROUGH THE GROUNDS OF THE ELMHURST ACADEMY, SET IN THE TOP OF AN
 LW0429'IMBEDDED BOULDER WHICH IS 3 1/2 FEET LONG AND 1 FOOT HIGH AND
 LW0429'PROJECTS OUT FROM UNDER A STONE WALL, 7.2 FEET SOUTHWEST OF
 LW0429'THE SOUTHWEST CURB OF THE HIGHWAY (SMITH STREET), 44 FEET SOUTHEAST
 LW0429'OF THE CENTER LINE OF THE DRIVE AND 1 1/2 FEET ABOVE THE LEVEL
 LW0429'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LW1108 ***********************************************************************
 LW1108  DESIGNATION -  Z 9
 LW1108  PID         -  LW1108
 LW1108  STATE/COUNTY-  RI/PROVIDENCE
 LW1108  USGS QUAD   -  CLAYVILLE (1975)
 LW1108
 LW1108                         *CURRENT SURVEY CONTROL
 LW1108  ___________________________________________________________________
 LW1108* NAD 83(1986)-  41 49 06.     (N)    071 42 20.     (W)     SCALED    
 LW1108* NAVD 88     -       108.919  (meters)     357.35   (feet)  ADJUSTED  
 LW1108  ___________________________________________________________________
 LW1108  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW1108  DYNAMIC HT  -         108.880 (meters)     357.22  (feet)  COMP
 LW1108  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 LW1108
 LW1108  VERT ORDER  -  SECOND    CLASS 0
 LW1108
 LW1108.The horizontal coordinates were scaled from a topographic map and have
 LW1108.an estimated accuracy of +/- 6 seconds.
 LW1108
 LW1108.The orthometric height was determined by differential leveling
 LW1108.and adjusted by the National Geodetic Survey in June 1991..
 LW1108
 LW1108.The geoid height was determined by GEOID03.
 LW1108
 LW1108.The dynamic height is computed by dividing the NAVD 88
 LW1108.geopotential number by the normal gravity value computed on the
 LW1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1108.degrees latitude (g = 980.6199 gals.).
 LW1108
 LW1108.The modeled gravity was interpolated from observed gravity values.
 LW1108
 LW1108;                    North         East    Units  Estimated Accuracy
 LW1108;SPC RI       -    81,650.       82,920.      MT  (+/- 180 meters Scaled)
 LW1108
 LW1108                          SUPERSEDED SURVEY CONTROL
 LW1108
 LW1108  NGVD 29 (??/??/92)  109.162  (m)          358.14   (f) ADJ UNCH    2 0
 LW1108
 LW1108.Superseded values are not recommended for survey control.
 LW1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1108.See file dsdata.txt to determine how the superseded data were derived.
 LW1108
 LW1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG752331(NAD 83)
 LW1108_MARKER: DB = BENCH MARK DISK
 LW1108_SETTING: 80 = SET IN A BOULDER
 LW1108_SP_SET: BOULDER
 LW1108_STAMPING: Z 9 1958
 LW1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1108+STABILITY: SURFACE MOTION
 LW1108
 LW1108  HISTORY     - Date     Condition        Report By
 LW1108  HISTORY     - 1958     MONUMENTED       CGS
 LW1108  HISTORY     - 1969     GOOD             NGS
 LW1108
 LW1108                          STATION DESCRIPTION
 LW1108
 LW1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1108'1.9 MI E FROM SIMMONS CORNER.
 LW1108'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1108'OF STATE HIGHWAY 94 AT SIMMONS CORNER, THENCE 0.3 MILE SOUTH
 LW1108'ALONG RAMS TAIL ROAD, ABOUT 0.2 MILE SOUTH OF THE SOUTHWEST
 LW1108'CORNER OF THE HOPKINS MILL CEMETERY, 172 1/2 FEET SOUTHWEST OF
 LW1108'THE SOUTH CORNER OF A 30-FOOT WOODEN BRIDGE OVER THE PONAGANSET
 LW1108'RIVER, SET IN THE TOP OF A ROCK WHICH IS 6 FEET LONG AND
 LW1108'PROJECTS 2 FEET ABOVE GROUND, AT THE OUTSIDE OF A CURVE, 23
 LW1108'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD AND 1 1/2 FEET
 LW1108'BELOW THE LEVEL OF THE ROAD.

 *** retrieval complete.
